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Home My WebLink About52820-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT AN SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52820 Date: 04/01/2026 Permission is hereby granted to: Brewi Family Irry Trt 75 Mark Rd Mattituck, NY 11952 To: Construct alterations to an existing single-family dwellingto convert the garage into conditioned living space as applied for. Premises Located at: 75 Mark Rd, Mattituck, NY 11952 SCTM# 114.-10-14 Pursuant to application dated 02/06/2026 and approved by the Building Inspector. To expire on 03/31/2028. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $400.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total S500.00 Building Inspector TOWN OF SOUTHOLD--BUILDING DEPARTMENT ' Town Hall Annex 54375 Main Road P. U. Box 1179 Southold,NY 11971-0959 kph Telephone 631 765-1802 Fax 631) 765-9502 Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only rFEB5D 20126- PERMIT NO. Building Inspector- 1,.". Applications and forms must be filled out in their entirety.Incomplete " applications Will not be accepted. Where the Applicant Is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:Kathryn B rewi SCT M#1000-114-10-14 Project Address:75 Mark Road - Mattituck, NY 11952 Phone#:516-287-0509 Email:kbrewi@icloud.com Mailing Address:75 Mark Road - Mattituck, NY 11952 CONTACT PERSON: Name:Joel Daly Mailing Address:Pp Box 343 - 205 Boisseau Avenue - Southold, NY 11971 Phone#:631-926-6663 Email:Joel@joeldalybuiIders.com DESIGN PROFESSIONAL INFORMATION: N: Name:Kleese Forbes Architects Mailing Address:38 Chatham Road - Short Hills, NJ 07076 Phone#:973-379--6602 Email:tiM@kleese.comJoel CONTRACTOR R INFORMATION: Name:Joel Daly General Contracting Mailing Address:Pp Box 343 - 205 Boisseau Avenue - Southold, NY 11971 Phone#:631-765-1223 Email:joel@joeldalybuilders.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition I iAlteration ❑Repair ❑Demolition Estimated Cost of Project ❑other 32,000.00 Will the lot be re-graded? ❑Yes 8 No Will excess fill be removed from premises? ❑Yes R No 1 I ............... PROPERTY INFORMATION ............- Existing use of property: intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? E]Yes No IF YES, PROVIDE A COPY. dl The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPIUCATION 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 Submitted By(print nam OAuthorized Agent ElOwner Signature of Applicant: Date: CONNIE D.BUNCH Not, y Public,State of New York STATE OF NEW YORK) No.OIBU6185050 SS: Qualified In Suffolk County COUNTY OF -Suffolk Commission Expires April 14,b�� Joel Daly being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the agent/contractor (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have per-formed 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 Xkd ay of .......... -- Notary Public PROPERTOY' OW'NER AUTHORIZATION (Where the applicant is not the owner) Kath ryn Brewi residing at 75 Mark Road - Mattituck, NY do hereby authorize to apply on my eha th thold Building Department for approval as described herein. bl Iou Date r s ignature Print Owner's Name 2 ................................................ JN%%r�rJpif��M U4 �� TM he k 6 c ian ULat ifi c a t ce Mw✓,mmWnma awB 4� d 1)) P, � f I Project Information Project'Title. Bre i interior Al eration work Only reprised 3-15- 6MAR 2026 n a, Energy Code: 2025'Energy Conservation Construction Code of New York State Location: Mattituck,New'York Construction Type. "Single Family r«, project Type: Alteration project Sub Type: Bone Orientation: Bldg.faces 45 deg.from North Climate Zone: 4a(5331 HDD) Project No: 1844304 .All Electric: false Is Renewable: false Has Battery: false Has Charger: false Has Beat Pump fa Ise ,y Construc tion Site: owner/Agent: Designer/Contractor: 75 Ma rk Road Mr.Timothy R Klesse.AIA Timothy Klesse AIA,Mattituck,NY 11952 38�ChatharnRoad 38 Chatham Road Klesse Forbes Architects Klesse Architects Short'Hills, NJ 07078 Short Hills,NJ 07078 201-618- 98+6 201-618-5986 tir @klesse.corn tim+ klesse.corn Project Notes: This res check is for the only interior alterations work,a garage conversion into habitable space v u Envelope Assemblies Prop. Req. Gross Area or Cavity Cont. U_ U_ Prop. Req. Assembly Perimeter R-Value R-Value Factor/ Factor, UA UA F-Factor F-Factor Ceiling: Flat Ceiling or Scissor Truss Exemption:Framing cavity Ned with insulation Floor,Ali Wood aolst/Truss 200 30.0 010 0,033 0.033 7 7 Wall:tither Orientation: unspecified Exemption:Framing cavity filled with insulation m The%B ettyr or Worse Than Code index reflects how close to cornpliance the house is based on code trade-cuff rules.It DO NOT provide an estimate of energy use or cost relative to a minimum-code home. Compliance Statement The proposed building design described here is consistent with t building plans,specifications,and other calculations submitted with the permit application.The proposed building ha been,designed to meet the 2025 Energy Conservation Construction Code of New York State requirements in `l'S J'w e°b and to comply with the mandatory requirements listed in the REScheck inspection Checklist. elsetects IMM_Rd� ................ Date Nameb 01191 NJ 07�078 Sign ire m 0� 9 w V. V Inspection Check,I'Ost Energy Code:2025 Energy Conservation Construction Code of New York State Requirements:0%+were addressed directly in the RESCheck software Text in tie COrWnn eats fssur tron�s" i ' � � g a exception c. l�rrnrt is provided' � the er�ire �t��,> >eck Requirements s,creer� orea h requirernent,t�e rser�certifies that a code require. wild'be r e't,and how that is documented,or that n � n is being ent dl it i,ed:W here,compliance is,iteniized`ici a separate table,a reference to that table is provided. Pre-Inspection/Plan Review .' � TySField P S s, e f r r y � a� Verified � ,� d fire-Iris ec ion/Pl n= te�ri+eru 'Value : �� va'lue � � ��:''Complies? �� I Coinments/Assumptions & Req.I D ! " � 105,1, C ristruN tilon drawhigs and Complies 105.2 documentation demonstrate, �[does Not (PREP energy code compliance for the building en el pe,Thermal Comply envelope,air harriers,en erg y Not credit,rene a w�_ble�energy', qoservable bat ter' sto�ra<j,e, ear read r or lance Not systems and eN y licable pa 'l r presented oil, ons'tr� do d curneri�ts. � 1435.�.. �Construction dra��ir�Ig� and i Complies 105,2. d cumm vitatmor de ;l tIpate Cues Not C 403,8 enar y code c rnpi,laric or° C) ply i li tine ,arNd i cnic �, [PR3] � � � stems- �y ter s serving �Not Multr,p e dwetti g units riiu t Observable derno strat.III con pliance wlth Not the,IECC Cornmercial Provisions. 1 P llcable a i 3g2�1 �ea't and o ins e , ipment v lj ating� ,h eating: ( Complies "tr� l 'tuhir403,.7 is site per -C a Cues[fat PF2 z lase Jads calculated per Comply �� C !Martial r other r rr�etlod' approved t e code o c ai� Cooling: Coaling: Not t i to hr Uservable Applicable .Additional Comments/Assumptions: " 3 Low lm act Night Impact pact(Tier l Medium impact(Tier 2� �ry k I„ Foundation Inspection Section #� Foundation Inspection � Complies? `� � lx feq.IC Comments/A ssu�n tions � 403.8 Systems ,e��o ult803 e c�wellin units 4 Complies }�++/4'.�� ,. co.; ply.. wtb etctio - and 404 of i Dares Not b[1 19 P f r m e cial code. Comply 9Nark servable p Not p►pllcabl+° mm 403.9.1 Heating s stern Installed o o o u d" r Complies [F[92)2 beatin§M lant systerns controllOd Dees Not b cc p nc�y�ensin timer switc.. Pomply Not i serva ble 0 Not u Applicable 403.3.2, —'Snow:and ice-MeRing,s stemt�co rol's C]Complies p 403.9.30 ins afled t but of ys,eni when Does Not u 403,9,4 paver ent� to e atr e' �Sff f d n ,)( 192l' clpi ati�n r.aotornat:ic c nt is t Pompl Y s" t of the sy�,em wb� outdoor t temperature>OF, ga, servable No �ppllcalble Additional Comments/Assumptions: E H1 b Im act Tier 1) C 2 Medium impact(Ties 2) 3 �nw Impact(Tier 3) a` i 1 Framing Rough-in Inspection Plans 1: Field Section ""Verified e°ifie l Framing I Rough-Ire [ns al p � Value &Req.lD 'Comments/Assumptions� Value Complies? ecto 402.5,3.�1 Air bars ler,and thermal barrier � Compiles [FR231 1 Installed;per man—o acturer`s Dees Not instructlohs., Pomply QNot servable PPNot licable E)Complies 4.02,5.3 ene tration that is not site b lit �, [FR20]1 's listed;;and'....Jabeled asmeeting ��Pornply Does Not AA MA A A of„S.,2A44 or las in�iltratlon, rates per that do not 6 Not code limits,* Paservable ONot pplicable 402 5 4 � Ic�rated recessed ligllt[r a Complies Ilf�III��' � .t�r�e�sealed at Doses Not 1 slnti /J'nterloi°'l�ni h an n-,POdply labele to in dicate��°. c['rr leaka ge at 75 Pa, Not srvable 1 Not PPI icable - C]Complies lve i�,t nid�, R R j,'403AAC p�pin om°cble fluids o + Does Not F1 ' a are hate to 5� Pomply Not e Pbservable r � Not Xpp4 C icable 403.6 Automatic r gravity ampers 'lie " [FR191:?�, are Installed on alil outdoor air, � � PO Doses N+ot intakes and exh�aus,ts for Imechanical ventilation systems. � P Y [2' Not serable Not R PPPllcable 403.6. � . , entllatl�o��syst�+ n`�s In climate Complies [F30 one shall utilize—heat or Does Not ever ;y recpiy�Itl° ba�laca�d omply sensible vent atlo� and allot " " n recovery e�c'"e c 5R6 [� %a r t s+ rvable PNot pplicable li IypypIp�� uwm �<�mwmrvrvrvrvrvrvrvrvrviw�mauwmMiHWriW�^'+�,we�mtrmxmm�mn,u.v..Mn i4�,�'mm'mn miii�mo.„:/,6'ruwnvmi-oaw omsammry mm:.vvvvv�'re oM.. �nrvr iiiiinm..�mmrmmmmr,F�wm'�,mrcrtnmmmmrm�,wm.�ni wi ^�'""�umn mmm�mmrnvvvvv�v�mon mrtiriN r.v uu�ri,�nvnvn rv..w I "..,�.�nuenmmmmnmmFwra4�a'uvr�mrv'w1uuvuumummmm^+.�:av � � I ��r�l' �40 .3. ��5 rpp�� and`re � In attics �Complies [FR12`" ins laI�d�> R-6 where d tt i� Does Not >=3 inches""In diarr,eter,and Mmply >-=R-6 where<3 Inches. QNot servable PPPNot licab�le l .... i 403.3.E l cts�air Mandl Ms and Ater°° Compiles (FR1311L boxes are sealed vAth Does Not joints/seams col llan4t INlt �m I °terna°tional l' ec arilcal Code p Y , or I nterna tional Res idential o` Not code,,as applicable. s,ervable PNot pplicable R 4 I Section Plansi+e1c1 a Framing f Rough-In� � Verified Verified :Comm'Value nPdes arits/Assumpticrs Re .1D inspection, Complies I d�AfiIIIWIINIWMr��^r(MAY hy�l °� M'M!4lNKNrffW1,NA9vmiV'W1YY'ul�o M 403.3,5(1, DucIts partially or couInpletely° 2)[FR26)3 buried In, ;eiii 3 lfts ulatiol,have Pomply Does foot an Insu,lation � u I e o less e tan . j �� of the tefling insulation R-Vajue,against and Not above the top of the,dLICt,and servable ainst:and'"belaw the bottom of f6e ° =tl°a n t excllung Ole -value of the ppllcable duct iul srlatlof- 0comp n H IA+ lies 403.4.1 �protection of insulation o � � (FR2411 piping. Does Not o rn py �Not servable Pp Not lira ble 403.5 trot water pipes are in to R Cj Complies 1 inch cif Insulation. [FR�.B] Does iVc1t P-Ornply PNot ol;;Arvable Not ! pplicable m^ Corn lien tr°lc;al and Comp es. II. e Al�.�+ea led eleo at1on hoes installed,l � eonr��Ilc° �Pomply Goes Not In the thermal � undar' of the envelope sealle�to lirut air fi leakage between onitiorl Not s acleS., �seru,a ble and ar c. rid Itior e p nNot Oppl Ica ble .. I rvrvrvrvrvrvrvry - complies Duct systenis a're deslRxh-ACCA n and F12 r `s^ule ire accor �ance w . does Not a [ H Manual D based on HVAC sizing allc l aialon.s^in p4 3. .Duct .� p�+' s sterns serN Ing MultipleIot we units us si ed in servable a cor aln e with AISRRAE d Not Handbook of Funameutals I i or an e l' i alent Ppplicable awoal 6 nComplies 403.3 sterns are desi ^r Q I V ct systems a �cordat wl , CA es Not [�FF�3l11 sire l Cho annual �,�Du,� t slst-�ms ser�lr multiple dwelling g t nritls is sized Pomply in a�ccor �ance Wutl Sfl of f1,andt=k olf Fundamentallsalservable ACCA Manual 0 or an e of alel t Not echo of Ppplicable f Additional + omments/As umptio ez: 4 7ii- High lm act 2 �Mediu m l3 a.4w Im act 'ilet'3 r ^ 4 f insulation Inspection 1 IField section � � Plans 'Verified 'Verified Ie .tD Insulation inspection 'Value "Value rvrvrv� Comm....mm / ssu ptr aris Complies? � en�s Insulation is labeled Complies {�,"� � ... All installed [IN1312 or the installed Fi values Does Not provided, Pomply e Not serva ble 4 Not } ,applicable n P Cani lies 303.2 Wall Insulation is installed per � � JIN411 manufacturer s Nrstr®utinns. Dees Not µ o rn p I Not Not �kp licable j Pp 7p s efo 4t�2��.4 Flag insulation l�-value. t ..._.__. Complies Ste .�nvelu � C 'Assrnb f for 4012.8 Does Not values fN1 ' nWood CD"food Pornply 0 Steel 0 Steel Q cat s+erv,a ble Not pplicable 7303. ,2 lour insulation lr�st'alied p �Complies.2.8 n r of cture�r's instructions and Does glutll�J in substantial contact with a the �m l [ underside of the subfin r,or P Y f r rya in cavity insulatl r is fiat the toy si �a f Qbservable in cur�tact� tb � sheathi g a c rnbP'na tio Not i cavity and,conti �r us ins lat,ia,n is installed s cavity insulation PPPlicable is l cbnta t with topside of e p continuous irsuiatln. 1fJ2.. Wall insulation R�va e,It t his t"s � 0 Complies See the lies o� for 4Ass .► i. 402.2.60 ,a mass wail with at least 1 of Does Not values � 402. .7 the wail Insulatlo,ri Oil the wall 0 Wood �Woad �Pomply[IN311 exterior,tinee t�erlor,insulati � o '11,requirement applies[`N�R101)4 �Mass Mass Steel Steel Poservable PNot pplicable ; 0 402.2,31 W,bod attic ne� wa,lls� N�roof Compiles 402.2.3.1 misses,separa,ting,+nnditl ned ;4 Dees Not IN14 1 space from,unconditioned attic space cnr [ with the +�op rn 1 y Nr i � sulaticrn,�` 'q, lremen'ts in Tab lele ', 6-�servable Not R4 2.1 3.Attic knee walls contain an a'ir,barrier°°between Not the conditioned and Applicable u unconditioned space.. � i Additional Comments/Assumptions: ; i h act(Tier l � l 1 P t"[' 2 edi a rn Impact(Tier 2' 3 Low I r n act�TNer r3) 4 Final Inspection Provisions F Plans Field ectlr�r r Verified Verified .� � r� r�er-r�sll�ssur�t��c��s Req-1D Final,l s�� ecti,o �Provisions� w, '"Value � Value 13t33.1.1�l, eiling " r , stalled per n Complies 1� ,303,2 manufacturer s instructions. noes Not Blown insulation marked everyRFly 1 tom ply y 300 ft2. Not tbservable Not Applicable 303.3 �1 ar) facturer anUals for 0 Complies IF11 13 Mecha,nical and water heating 0 Does Not systems have beenprovided. Comply Not servable Ppl�Not i;eabl e .�" a �- - � Complies1` p IF 11. eat controls to prefvent Dees Not sLi l rental heat when, beat comply llp compressor l can serve �QN o' eheating servable N Not � licable 1`° P P i e w u 431 Nat water boilers have b Complies [Flr� automatic outdoor setback Does Not contr [too leer b ile��rmm water 0 I temperature based on Y` P y r ternpetrature,In d or . Not serva bleto perature or water � tenpaerature s:ersl Not pplicable � 403.3.�6.1 �, i'r handler leakage de°.si9,naited Complies [Fl2411 by`rnan�uffacttIfter i 2Vej of Does Not design fir flow. Comply QN cat 0 servable Not Applicable 403.3. are pressure tested in Complies .7 Ducts dar, with Does Not .�e � � [F127 rd N 1 R ,�T!N CC w3BB or. rcfm/14U ft2 cf /100 ft omply AS 1 54 to, or determir e air, leakage with either-Rough-in Not " � as red�� Uservable test Toted�eaka�e�e "w Systern it' �a ss,Wq.u��rre��dfif'ere�:��w^�dal No 0. i rwllln t��le ^�r�ufatrer'sPpplicable air hnder erjr,lsrrre if i t tin e test, installed ed postconstrr cd o'n test'lbtal . leaa esred with a,, . l resstn differential t'ial of 0,1 Inch ® .azr ss the entire system inc udin� the r,arrufacturer s u air l�an eren losrire ... �.� Cam pl i es �403.3.8 Duct tl l'tr ess test(esuilt of [F14]� =4�c ��j BB 12 across the. Goes Not sys�tten or ��. 3 c�f` l O0 f�t2 �cfr�n/100 f t2 c frnll 0�ft2 Pornply wltl r t air l�endler p Duct tightness<=8 cfrrrt0 Net ft2 for ducts it'h�in tt r �l servable e�nvellope., Fbr rough-In,testsl Not t ccrrrmm A verl cat on n y nee lrcable durit g lmm a tyli n g inspection. i �: �Complies 403.5.1 ,� irc �l tlr service hot water j1=111 systen s Dave automatic� or Goes Not accessible manual contral�s,. �P m 1 V py { Not Qservable Not p Applicable e. a� Plans Field I Section "e° � , a; Vevi fi d ri Val Comments/Assumptions Req,1113 Ue ��ue Complies? « � Inspection#r Rr 1'i.I�i��L�l''►1�rrww'nrmwwunaraaaww u '1'eNr�p Caw!w7r.. u `! vp�rmwatirwWr +ryrvrwwraMi.wr,Mi, i�rwI�amwurwnau� �mwMvni, > vvwy+r I i FJ Complies N 403,5.1.1.1 Demandrecirculation,rwatet,��, � �auternatr [F13.212 � systems� tiJ Cues Not controls to start pu,mp when Comply hoot water,is reg e ste(1. Not seeable °l Not. u licable Pp 4�; . Heate l water circulation Complies �. ° 1° s'`$tems l�ae� cl��clat�nr �]baes Not r��wp The system return pipe t ern l t a pipe py fs,� dedicate r�et��rin pl p t col water suip;ply pipe.�rait Nc therrrnossl phbn circul t,lon Observable "st��rn"a� present. k on^tr° ls�for circulating'hot (�Not k Water system m the ,applicable i l p Wl i:l sl III l r>>l r t Ate r s rnan it°l n the ccu pane rtrJls arrtornati�cally,turr the � when water,i ,"III circ 1 a 06 n loop is at,set-poi nt ter°nperat re and no demand hot +�atera�exi ts. , C)Complies 403.5.1.2 lectrlc beat trace,systems , comply w tl "IEEE 5 5. �nr�' � Does Not 4CISp "5. wo ntrols autornatl�call ba►�n I ads the ene�rg'y°inp t the �ebt tracingto Maintain the Not desirO,,d water ternperatu re inP ser`uable the piping. Not y Ppplicable w 4 3. Drain water`heat,r•eco °ewe Complies tested inn accordance ce with � '. i311 � .� �I�rrrt, � � Does Not. CS 55. .potable water id m !y re sure loss o drain °ate " p ot r ...eat recovery,��r�lts psi si fair' N individual units connected t "Observable � one or two showers. ot"a le� I Noti 11 water side pr ssum,loss of licable :I drain water,beat:recovery units pp <2 psi for in'divi ual units N connected to three or more � ` showers. 0 OM a 4p1.3ornpiiance certiticate noted C mpli es µ with r.ildIti spr ' t cwns, Does Not , R4 ever e(��1 � e l�rc c ,Nance ath, gy aMply cred ts,revsults and solar ready Not, zone if provided,. cable Not Applicable e 74��O 6.2 fall n e�chanical ventilationC€mplies ,, �y ter tans not a,r of tested Does Not andlsted l " eipn°lent r m I meet ecacy and air' p limits per Ta6le R4016.2@1 Not @servable w Not i PP plicable 4 � Compiles �echanlc l ventilations s,�tern �er fled t meet,t'li,e �� tested,an � � Cues Not lrrinrm nw rates reir°e q rn C om !y b Section R403.6. � I; o Poservable l ]Not 1 licable pp � 403,6.5 intermittent exhaust'oro (�Corr-rplie hr bathrooms/toilet ins has Cues Not �;III II°°ql s�,�� pnt`r' �' ' automatic � p amply sensorcon'trell�,hu�rnlity Not V l control r cor)ta�mrr a1nt Contr0I- se nva ble PNot ppli�cable � t . wuuuWuuruuuv, n ,.... onemin 1 .. µ v r N w Section Plans Field 4 Verified Wer e l . lns ec�ia��Pr " ° c vllsic�r s 'Value VaW Complies? +trry�tn�er�►ts/Assurri +� el Final , h' gyp. i � � ..'...' i prr,opy RW4r1H'W"` wv,ry "....w�+ WwE�nwi�+rrFww^wrvw+arc mrwrvwruw�wmurww,wrirmirrtrtw�aury« .:.,.,rcud .. rii�iuirin� 403.7.1 Electric resistance heating total (�Complies (F1611 capacity for dwohing nitst Dees Not r, sleeping Its and occuan'ices In the bu�ildrrg 2. . omply Not observable j. Not Pplicable o '403.10.1 eadil es�i le �itc ( Complies [F(1213 heaters for swinwing,pools,or Does Not perrna ,eut irt,-groaned SIPS. Pomply Swi �i ,lpera i o�� do�e�riot h ge l eater thermostat, �[[�� Nat setting,Heater►ircuit breaker h Observable Is installed independent b r sltcl �aslr beaters Not h pplicable e ) pfed with ignition paints that are not cotinLrousl burning pilots. 403.10.2 TinieraR swi' lies or�other 0 Complies[FI�.g3 automatic preset.s edule on Does Not control method are insta led rn l heaters and pumps serviing t p pools and perrnanet,spas* d RNot servable Not pplieabl+e .ry 402.1, Celling insulation R value, CD Car�plles See-the Envelope l F, A�sstinblres t to 4C12.2.X., � � Does Not for 402.2.2, Wood ( Wood Pomply values 4�I2♦2�7" [Fill' Steel steel Not Poserva tale PNot pplicable 403,10.3 Outdoor heated pods are �Complies [Fl2 j�' outdoor perma�e t spas leave Dees Not I b I a,vapor reta r 'a nt,cover or, P m l po r retarder. z ro Y d ppr��v�:+d'va � F, � Nat I servable u ()Not Applicable p 403.11 Electric poweredportable�s, r� 0 Complies [F13413 accesso to�deta°ce 'ire � Does Not s and Cc�m twoaoN�i d�'ellig p y townhouses less than three stories are controlled by,APS,P Not 14 requirements oservable 0 Not Applicable V � r 'i l th403.13, Gas ire tern t Co m plies 403.13.1 PDoes Not [F1351 itior* mpI g rorrdrterr eclrireplaC e n1accor aeew 'il Q Not servable ! Not Ppplicable 404.1 100 of per anent fixtures Cj Complies [FI611 have,high efficacy lamps. Cues Not P I pm y QNot servable a 0 Not Applicable 404.1.2 Exterior 11gMing ewer is belowComplies the a llowa ie.wa t,ag!e in Table LF1351 Does Not F4C14,1. comply PNot oservable PNot pplicable a w i Field Plans Section Verified Ver14i"ed, Final Inspection rovision Ili, Coniplies? Coin in ents/Assu lnpti on S �, I & Req,ID Ps Value Vafue �,,Fuel gas jjqtj,tjn!R,sy stems have Complies IF12313 no continuous pilo light. Does Not Pornply Not aservable 0 Not pplicable .404.2.1. Pe'rnianent interior figtitin Complies 404.2.2 shall be controlled-v -he.r,a manual dityuner,occupancy Does Not [F136]3 Pom sensoj*or auto shut off control ply based on occupancy built,with Not b manual override servable ONot pplIcable .. ........ 404.3 Exterior lightin wa��30 tts, 0 Complies [F137ja shall hav(, Fbljtowi'111 I I Does Not controls:ma nu I I Tsvittch po mply with automatic shut-off Not au'omatic shut-off"frit d�yflgbt hours,and controls that Uservable o,verride automatic shutoff,"that, Not returns to automatic contrail Ppplicable within,24 hours'. Complies 1404.4 Where re,newable energy 7[F136)3 generation equipment isI P Does Not ,installed,signed attestation,fbr omply rene,wable,energy credits: (RECs)or energ'y attributable Not 0 Poservable clertificates,(EACs)ass,,'ciatIed with the renewable energy 0 Not used for c:o n)pj flail a re t code offic"al., Applicable Provided to the 402.2.4 Vented attics wittl air CD Complies [F122]2 plernieable Insulation include Does Not '_affle.adjacent to,soffit and Prnleave vents that,extend,-s overpyI I i iMnsulation. Not servable PNot ppllcable 402.5.1.3 Blower door test 50 Pa. AAA 50 ACH,50 Complies [91711 <=3.0 ACH50 in 81mate Zones Does Not 4-5 and<=2.5 ACHSO in I I mply Climate Zones 6. Not 93servable Not Pp I i cable '-fireplaces have 1 Complies 1402.5,2, 'Wood-bu rn rein id tight flittl n gi f�'ue da,mpe,rs,a,r Does Not outdoor lair far combustion., omply UNot servable Nast Pp licable Co plies se� ��veoe and aref Does Not te for kadiant�barriers co"ITly With1 2.3 As [r], `11 , ASTM 0313/(� values 43121-1 acc;ordance,wfth� Wood Wood installed in omply ASTM C1743 Cj Steel E,Steel Not Poservable Not Applicable ts Complies 403-1-1 p1rograrnmablie thermosta [F,1 installedfo-r,control of primary Does Not 9)�,I lieating and cofoling,systems omply Manufacturer Ily set by to rode Not specifications. Mservable Not pp ---.......................................... Additional Comments/Assumptions: High Impact(pier 1) 2 Medium impact(Tier 2) 3 Levu Impact(Tier 3) u! fi I. ;y y � 025 Energy I Conservation Construction Code of State New Energy Efflcilency 'mficate Certl Above-Grande Wall 0.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling J Roof 0.00 Ductwork(unconditioned spaces): Window 0.00 Door 0.00 Skylight 0.00 Heating System: Cooling System: Water Heater: w Name: Date: comments: G �f. .6--J 0 .1 6- Ar 0 I—i,. 0 1 1 1�_J' R I O "d A " S �,V,I i�L_ i3 i� W //Y-04y VIA K! IOA° 1 N I A 1 1 i 1U K1 1 YO GENERAL NOTES AND SPECIFICATIONS-RENOVATION 2. ALL WOOD FRAMING EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 4.1.6 Install 3"PVC"T'fitting in sub-slab aggregate or in suunp pit and connect to LEGEND, ABBREVIATIONS LIST OF DRAWINGS 3. ALL WOOD FRAMING SHALL BE DOUGLAS FIR NO.2 GRADE OR BETTER WITH A DIVISION 1 -GENERAL NOTES MINIMUM Fb=1,200 PSI AND E=1,600,000 PSI. independent 3"vent stack located in wall and penetrate tlrougli roof. Run pipe in 1.1.1 All work is to be performed in accordance with all applicable codes,ordinances 4. DOUBLE SILL PLATE SHALL BE TREATED WITH ALKALINE COPPER QUATERNARY a manner that makes it accessible for installation of a future in-line vent pipe fan & AND and accepted industry standard. Carefully coordinate with permitting officials (ACQ)• in the attic space. Pitch pipe to drain and provide an electrical box for future ® BRICK 0 AT and conform to all specific towns ordinance related to demolition and 5. MINIMUM NAILED CONNECTIONS FOR WOOD FRAMING MEMBERS SHALL BE IN wiring if required. Locate pipe outlet as required by code.Provide one per 1,500 NUMBER OR POUND constructionrotection,such as construction fencin ,etc. ACCORDANCE WITH THE LOCAL BUILDING CODE OR TABLE R602.3(1)FASTENER sf of basement or crawl space area. P g SCHEDULE FOR STRUCTURAL MEMBERS OF 2025 RESIDENTIAL CODE OF NEW YORK A.F.F. ABOVE FINISHED FLOOR STATE IF NO OTHER CRITERIA IS GIVEN. b,.t CONCRETE ADJ. ADJUSTABLE 1.1.2 All engineering documents,specifications,and details shall supersede information 6. PARALLAM PSL BEAMS SHALL BE MANUFACTURED BY TRUS JOIST OR APPROVED Section 4.2-Foundation Wall A.P. ACCESS PANEL T-1 LEGEND & SPECIFICATIONS as noted on the architectural documents. EQUAL.BEAMS SHALL CONFORM TO THE APA-ENGINEERED WOOD REQUIREMENTS 4.2.1 Concrete Masonry Units(CMU)in bearing walls shall be(unless noted APPROX. APPROXIMATE T-2 SPECIFICATIONS AND SHALL HAVE A MINIMUM Fb=2,900 PSI AND E=2,000,000 PSI. otherwise)as specified by A.S.T.M and shown below: C.M.U. T-3 SPECIFICATIONS 7. MICROLLAM LVL BEAMS SHALL BE MANUFACTURED BY TRUS JOIST OR APPROVED 1.1.2 Contractor is to verify all dimensions and conditions in the field and notify the a. Foundation walls C 145 Grade N-1 75%solid B.O. BY OWNER A-1 SECTION & DETAILS EQUAL.BEAMS SHALL CONFORM TO THE APA-ENGINEERED WOOD REQUIREMENTS ( ) BD. BOARD A-2 FLOOR PLANS & ELEVATIONS Architect of any discrepancies or inconsistencies prior to executing construction. AND SHALL HAVE A MINIMUM Fb=2.600 PSI AND E=1.900,000 PSI. b. Load Bearing Walls C 90 Grade N-1 (54%solid) EARTH OR COMPACTED FILL ROCK BLDG. BUILDING 8. TRUS JOIST TJI/PRO FLOOR JOISTS,RIM BOARDS,AND PARALLAMS SHALL BE C. Beam Bearing to Footing C 145 Grade N-1 (100%solid) BLK. BLOCK 1.1.3 Do not scale drawings. Written dimensions take precedence over depicted sizes INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND BM. BEAM g P P d. Joist Bearing Top 8" C 145 Grade N-1 (100%solid) and relationships on drawings. Variations in drawing size may take place due to REQUIREMENTS. BOT. BOTTOM 9. FRAMING CONNECTORS AND TIES SUCH AS MANUFACTURED BY SIMPSON STRONG- INSULATION BATES BRKT, BRACKET drafting and printing processes. TIE OR APPROVED EQUAL SHALL BE USED TO REINFORCE FLOOR JOIST/FLUSH 4.2.2 Masonry Mortar-ASTM C 270,Type S above grade,Type M below grade; BSMT. BASEMENT HEADER BEAM CONNECTIONS,GIRDER ANCHORAGE CONNECTIONS,AND approximately 3:1:11 portland cement,lime,sand ratio. . CABINET BUILDING 1.1.4 All dimensions are given to face of gypsum board unless expressly noted PERIMETER HOLDOWN CONNECTIONS. FRAMING CONNECTORS SHALL BE INSULATION RIGID C B CATCH BASIN CHARACTERISTICS otherwise. Windows and exterior doors are located by centerline. REQUIREMENTS.PER ASTM ZMAX G MS 653,AN COATING IS REQUIRED. IN ADDITION,THE USE OF TALLED AS PER MANUFACTURER'S 4.2.3 Lay masonry runts in running bond(except as noted otherwise)and cut joints CLG. CEILINGflush. CL CLOSET 1.1.5 Contractor to perform in high quality professional workmanlike manner. BARRIER MEMBRANES,SUCH AS GRACE'S AL FRACORMING DECK PROTECTOR"IS CONC. CONCRETE REQUIRED AT ALL LOCATIONS WHERE METAL FRAMING CONNECTORS ARE POROUS FILL 2025 RESIDENTIAL CODE SPECIFIED TO BE ATTACHED TO PRESSURE TREATED MEMBERS. 4.2.4 Build foundation walls of concrete block accurately as shown on drawings. Key DEPT. DEPARTMENT Code Jurisdiction 1.1.6 Contractor to coordinate and accommodate"Not in Contract"work, 10. ALL STEEL BOLTS SHALL CONFORM TO ASTM A307 GRADE A CARBON STEEL mesh or Durowall reinforcing in alternate block courses. Bond walls together at DIA. DIAMETER OF NEW YORK STATE Including accepting and unloading of all items. EXTERNALLY THREADED FASTENERS UNO.NUTS SHALL CONFORM TO THE intersections. Fill voids in top units with concrete. Fill core solid at all locations ® STEEL DIM. DIMENSION R-3 REQUIREMENTS OF ASTM A563. BOLTS AND NUTS SHALL BE HAX HEAD ASTM A307 of vertical reinforcing,see steel reinforcing schedule on sheet A-1 for bar size and DN. DOWN U S e Group 1.1.7 Details noted"Typical"imply all such conditions to be treated similarly. AND CONFORM TO ANSI STANDARDS B18.2.1 AND B18.2.2. WASHERS SHALL BE DWG. DRAWING P Y Y' CIRCULAR FLAT AND SMOOTH IN CONFORMANCE WITH THE REQUIREMENTS OF spacing. ® WOOD BLOCKINGClass. O TYPE A WASHERS IN ANSI STANDARDS B23.L. ALL BOLTS,NUTS AND WASHERS E EXISTING C o n st. 5 B 1.1.8 Contractor shall furnish a Certificate of Occupancy to the Owner at the time of USED AS EXTERIOR CONNECTIONS SHALL BE GALVANIZED IN ACCORDANCE WITH 4.2.5 Protect newly laid masonry from exposure to precipitation,excess drying, w ELEC. ELECTRICAL "Substantial Completion". ASTM A153. freezing,soiling, harmful backfill and other elements. d EQ. EQUAL 11. ALL BUILDING MATERIALS SHALL BE DISPOSED IN A PROPER AND ACCEPTABLE A WOOD FINISH 30 lb/sq.s . MANNER F2F FLOOR TO FLOOR Floor Loads / q' ft live 1.1.9 Contractor shall procure and pay for all permits and fees excluding any COAH 4.2.6 Build walls straight and plumb,courses level. Fill all joints with mortar as units F.D. FRENCH DOOR Sleeping Areas 10 lb/sq. ft, dead fees. DIVISION 2-DEMOLITION are laid. Full head joints. Tool exposed brick joints to match existing. Lay solid F.F.D. FROSTED FRENCH DOOR EXISTING TO REMAIN FD FLOOR DRAIN 40 lb/sq. ft, live 2.1.1 Demolish all wall,ceiling and floor surfaces in all spaces where work occurs brick walls with common bond or to match existing. Verify with Architect. F.E. FIRE EXTINGUISHER Floor Loads 10 lb/sq. ft. dead 1.1.10 All copies of Drawings,Specifications,Copyrights and the Designs expressed g P Other Areas utilizing"The Lead-Safe Certified Guide To Renovate Right"document criteria ------------------------- EXISTING TO BE REMOVED FF FINISH FLOOR therein are and shall remain the property of the Architect. They are to be used • . 4.2.7 Clean brick from top down with a solution of non-staining soap and clean water Z as issued by the EPA most current addition. FIN. FINISH 30 lb/sq. ft. live only with respect to this project, or a solution of one part muratic acid to ten parts water. Scrub surface with stiff NEW WALL FINISH FLR. FLOOR Roof Loads 10 lb/sq. ft. dead bristle brushes and rinse well with clean water. FT. FOOT OR FEET 1.1.11 All work is new unless noted as existing. 2.1.2 Remove and dispose of all waste material in a legal manner including separate - EXISTING STRUCTURE LINE 40 lb/sq. ft. live dunpsters for construction debris and masonry material. Additionally provide G.C. GENERAL CONTRACTOR Bathroom 4.2.8 vvwM in floor slabs shall be centered in the slab. 20 lb/sq. ft, dead two lockable lid garbage cans on site for food waste and commingled rec clables. NEW STRUCTURE LINE GA. GAUGE 1.1.12 Contractor shall protect all existing to remain construction during all phases of � g g Y GALV. GALVANIZED work and repair any existing to remain conditions that are damaged during the 4.2.9 All continuous reinforcing shall be continuous and lapped at all splices,corners, A GRADE LINE GYP BD. GYPSUM WALLBOARD construction so as to match existing pre-construction condition 2.1.3 Disconnect all plumbing,electric,and heating to point of last use. and intersections a minimum of 30 bar diameters(unless noted otherwise). Z shall l 4 G 1 H.B. HOSE BI88 1 2. . enera contractor assume all responsibility in reference to the removal and GRADE LINE CHANGE TABLE R301.2 HT, HEIGHT � ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 1.1.13 Furnish Port-O-John on site for duration of construction. 4.2.10 All horizontal and vertical reinforcing shall be tied in place prior to placing of any H.VAC. HEATING, VENTILATING, relocation of all existing to remain mechanical,plumbing and electrical services concrete. AIR CONDITIONING GROUND SNOW LOAD 25 lb/sq. ft, exposed due to removal of existing partitions. SYMBOLS I.D. INSIDE DIAMETER/ 2 4 6 DIMENSION BASIC WIND SPEED 130 MPH IN. INCH INT. INTERIOR SECTION DESIGNATION TAM. LAMINATE EXPOSURE CATEGORY B o SECTION NUMBER LV.L LAMINATED VENEER LUMBER SHEET NUMBER MFR. MANUFACTURER WEATHERING SEVERE MIN. MINIMUM ELEVATION DESIGNATION MISC. MISCELLANEOUSZD N. NEW FROST LINE DEPTH 3'-0' v� ELEVATION LETTER N.I.C. NOT IN CONTRACT 1.1.14 Clean' shall be the responsibility of the General Contractor. Floors,walls, SHEET NUMBER g P tY w NO. NUMBER TERMITE MODERATE TO HEAVY windows,and all other surfaces shall be cleaned ready for occupancy,including DIVISION 3-SITE WORK 4.2.11 Provide spacers,chairs,and ties as required and necessary for assembling,placing a N.T.S. NOT TO SCALE CENTERLINE removal of all labels on window and doors. Turn over building broom clean. The 3.1.1 Relocate all removed soil on property at locations as directed by owner. Remove and supporting all reinforcement in proper position. s O.C. ON CENTER ICE BARRIER REQUIRED YES owner will wash windows and plumbing fixtures. all extra soil from site. DOOR TAG, SEE SPEC. O.D. OUTSIDE DIAMETER/ 4.2.12 Extreme care and proper measures must be used so as not to damage,bulge or tip DIMENSION 1.1.15 All materials shall be new and of the grade and quality specified. Trained, 3.1.2 Relocate or remove all existing shrubbery,plantings and trees that are within the walls due to any superimposed pressure. Shoring,bracing,etc.shall be employed _L1�OE � JOIST TAG OZ. OUNCE experienced persons,skilled in their various crafts shall perform Work. area of construction. Verify with Owner if contractor is to relocate or remove until the full dead load of the building is on the walls. P.D. POCKET DOOR shrubbery,plantings and trees before work occurs. O PLUMBING TAG, SEE SPEC. PL PLATE 1.1.16 The entire installation shall be guaranteed against defects in workmanship and 4.2.13 Where changes in masonry unit types occur,or decrease in wall thickness,the top P-LAM POWER LAMINATE MEMBER material for period of one year from the date of final acceptance. ° P.R. POWDER ROOM P Y P 3.1.3 Install new gutters and leaders to perfectly match existing throughout scope of 8"course of wall below shall be 100/o solid. Q REVISION NO. PT. PRESSURE TREATED work with continuous gutter screening. Connect to existing system.Run all R. RELOCATED 1.1.17 Existing conditions shown or implied are based on best available but limited underground pipe systems prior to pouring of any exterior stoops,porches,patios, DIVISION 6-ROUGH CARPENTRY information. If conditions are encountered that differ from those shown,noted or driveways,etc. Exit to street or new ell including backflow prevention as RAD, RADIATOR Ys. �' g P Section 6.1-General Carpentry Materials — DETAIL TAG REC. RECESSED implied,all work in that specific area is to stop and the Architect is to be notified. required. Coordinate in field with architect. SCALE: ?? REF. REFRIGERATOR No work is to continue in such areas without the permission of the Architect. 6.1.1 Structural Framing lumber to be No.2 Douglas Fir,or better, 1450 psi minimum, 12 REQ. REQUIRED factory marked,or metal studs at all basement areas. 3.1.4 Contractor shall stockpile all existing topsoil for re-ruse and provide new as ? ROOF PITCH TAG RM. ROOM 1.1.18 All allowances/credits shall be for the actual purchase price of the items. required so as to provide 4"of topsoil on all altered areas of the site. Rake out 6.1.2 Pressure Treated lumber to be in accordance with AWPA(AmericanWood R.O. ROUGH OPENING 1.1.19 General Contractor A shall procure and pay for building layout and building height and level soil to finish grade. Ready for seeding is by owner. Protection Association)Standard Ul as follows with special attention to allowable �p BUILDING SECTION S. SOUTH SCHED. SCHEDULE �'eY 3.1.5 Bacicfill and compactionfasteners and flashing. cat against foundation wall shall be trash-free material in 8- p SIM. SIMILAR inch lifts. Backfrll to be compacted to 95%maximum dry density for cohesive Preferred Sill plates: Sillbor"borate treated wood"by Lonza Wood J. SIMPSON TOP FLANGE HANGER SPEC. SPECIFICATION 1.1.20 General Contractor shall procure all other survey work(if required)including but soil and 98%for granular soil in accordance with A.S.T.M.D-1557. Care must Protection .. SPKR. SPEAKER not limited to a foundation location survey. The owner shall be invoiced directly O Y Y be taken not to damage the foundation walls or the dampproofmg and SIZED AS REQUIRED SQ. SQUARE www.wolrnanizedwood.coin \ for these items. wate roofin HHB• HOSE BIB S & R SHELF & ROD iP g• p T S.SINK SERVICE SINK Alternate Sill plate: Wohmanized Residential Outdoor Wood by Lonza �?t 0� S.T. � Wood Protection treated with.OS CA-C(copper TUBE DIVISION 1.1-STRUCTURAL GENERAL NOTES DIVISION 4-UNIT MASONRY :-' • S.S. STAINLESS STEEL ) ground. `n .� QUAD OUTLET Section 4.0-General Conditions azole rated for above ound. E- FOR COASTAL PROJECTS ONLY �� W STOR. STORAGE 4.0.1 No masonry work shall be performed if day or night time temperatures are www.wohnanizedwood.com 11 usa LEVTTON, MODEL #T5632 ice' Y P U a. TUR l STRUCT. STRUCTURAL STRUCTURAL GENERAL NOTES BELOW SUPERSEDE ALL ARCHITECTURAL NOTES IN expected to fall below 32 degrees Fahrenheit. 'o n t"* pefl GR PROTECT OUTLET SYM. SYMMETRICAL THE DRAWINGS AND SPECIFIECATION 6.1.3 Laminated Veneer Lumber(L.V.L.)headers and beams are to be 2.0E Microlam. j ZZ "n WATER PROOF GFI PROTECTED OUTLET T. TREAD Section 4.1-Footing/Concrete Slabs LVL manufactured by Weyerhaeuser(1-888-453-8358).. Provide 4"x 6" '� r'! E'-.,' 4P TEL TELEPHONE 1. ALL WORK SHALL CONFORM TO THE NEW PORK STATE UNIFORM CONSTRUCTION 4.1.1 Notifyand allow architect to inspect soil and reinforcement bar placement prior to bearingunder all girders as indicated on drawings or minimum 3'/z"bearing TEMP. TEMPERED CODE WITH THE LATEST ADDENDUMS AND THE 2025 STATE OF NEW YORK P P P g g g a PHONE (TWO LINE HOME RUN, CATEGORY 6, the placing of the footin under all other conditions. No substitution is acceptable. If contractor '' 1~ � 4 TWISTED PAIR) T&G TONGUE AND GROOVE RESIDENTAL CODE WITH APPLICABLE STATE AND LOCAL BUILDING CODES, P g g• P THK. THICK ORDINANCES,AND ZONING REQUIREMENTS IN EFFECT. inadvertently substitutes manufacturer it is the contractor's responsibility to 9`� I E- 0,2 CABLE - RG6 QUAD SHIELD - RG60S (HOMERUN)„ T.O. TRIMMED OPENING BUILDING USE GROUP: R-3. 4.1.2 All footings shall be on undisturbed soil,3'-6"minimum below finished de. provide signed and sealed calculations from a licensed structural engineer in the L) Z PHONE (DEFINED ABOVE) T.V. TELEVISION BUILDING CONSTRUCTION TYPE: V(UNPROTECTED WOOD FRAMED g '� n ` 0 Clear dimension for all crawlspaces shall be a minimum of 3'-0' unless otherwise local jurisdiction. 01-3 2 HDMI CABLES, IR WIRE, CABLE (DEFINED ABOVE), TYP. TYPICAL CONSTRUCTION). noted. Available Width: 1-3/4" .- PHONE (DEFINED ABOVE) 1 U.O.N. UNLESS OTHERWISE Available Depth:5-1/2",7-1/4",9-1/4",9-1/2", 11-1/4",11-7/8", 14, 16,10` 4 a 2 HDMI CABLES, IR WIRE, PHONE (DEFINED ABOVE) NOTED MATERIAL NOTES: 4.1.3 Reinforcing steel shall be billet steel conforming to A.S.T.M.Spec.A615-60. 18,20 1 - GAS OUTLET, PROVIDE DA14TE VALVE AT ALL VERT• VERTICAL 1. ALL LUMBER SHALL BEAR OFFICIAL GRADE OR TRADEMARK OF ASSOCIATION Deformations in accordance with A.S.T.M.A-305. WWM shall conform to FIREPLACE LOCATIONS, FINISH AS SELECTED B.O. V.I.F. VERIFY IN FIELD UNDER THOSE RULES LUMBER IS GRADED,OR SHALL BE ACCOMPANIED BY A A.S.T.M.A-185. 6.1.4 Plywood Roof Sheathing shall be 5/8"(or thicker as to align with existing)APA CERTIFICATE OF INSPECTION,ISSUED BY THAT ASSOCIATION,STATING THAT THE Rated Sheathing 32/16,C-D,Group 1,Exposure 1 ®S.D./C.O. 120 VOLT SMOKE / CARBON MONIXIDE DETECTORW� WITH MATERIAL COMPLIES WITH SPECIFICATIONS AS TO SPECIES AND GRADE. ALL 4.1.4 Furnish and install rebar grounding&bonding clamp&grounding wire sized as ®S.D. 120 VOLT SMOKE DETECTOR WD. WOOD LUMBER SHALL BE WELL SEASONED,SOUND,AND SHALL HAVE A MOISTURE required and installed as per manufactures directions and D.C.A Bulletin 2-02. 6.1.5 Plywood Wall Sheathing shall be 1/2"(or thicker as to align with dh- DOUBLE HUNG WINDOW, W.I.C. WALK IN CLOSET CONTENT NOT TO EXCEED 19%,UNLESS SPECIFIED OTHERWISE. Rated Sheathing 32/16,C-D,Group 1,Exposure 1 � �,•�ss� c- CASEMENT WINDOW W/o WITHOUT 4.1.5 All concrete shall be 3500 psi unless otherwise noted. �Q aw- AWNING WINDOW WP. WATERPROOF f- o FIXED WINDOW 3 5 0 / RECESSED MEDICINE CABINET WALL TO BE FREE OF ALL PLUMBING VERIFY SIZE WITH OWNERS -4 L I _J I 6-J A3AAA S38 [ A71AVOA ) T ® 1 9 [ 0 - - DATE 02/02/2026 PROJECT NO 25070 SM1?T 1 OF 5 BREW1 "R S 0 0 B U 0 y " , ® MA K l 7 9 9 6.1.6 Plywood Subfloor shall be 3/4"APA Rated Tongue&Groove Sheathing 32/16, 6.2.16 All framing shall be plumb and square,true,well braced,pinned together with copper flashing as required for penetrations etc.(including chimneys). Slopes C-D,Group 1,Exposure 1 for all new work. In all locations to receive file floor, good joints and true bearings. Framing and nailing shall conform to I.R.C.—N.J. applicable for this spec shall be 4:12 and greater. 9.1.3 General contractor shall apply three coats of spackle to gypsum board and treat or existing floor sheathing shall be removed in its entirety and new sheathing and good practice. sand surface to snatch the existing finish texture to meet satisfaction of architect installed as specified above. ` Section 7.5-Flashing and owner's painter. 6.1.7 At all locations where new building meets existing building roof sheathing, 6.2.17 Use subfloor grade construction adhesive at plywood subfloor installation and 7.5.1 Concealed-Provide minimum, 16oz.aluminum step flashing. Shop brake where wall sheathing,and subfloor shall be ripped back 2'into existing structure inderlayment grade construction adhesive at plywood umderlayment installation. creases are visible. Separate from dissimilar metals with biturninouus coating. 9.1.4 All painting,interior and exterior,shall be by owner unless otherwise noted in and new plywood as specified above to span seam between new and old (Aluminum flashing shall not be used when in contact with Treated lumber) these specifications. structures. 6.2.15 Exterior dimensional trim shall be Azek or equal. Contact Garden State Luunber for trim.primed all sides by G.C.prior to installation..(Unless otherwise noted in 7.5.2 Exposed-Provide minimum 16oz.copper flashing.Shop brake all creases. 9.1.5 Perfectly patch all wall,ceiling and trim surfaces as required to be ready for paint 6.1.8 At wood framed chimney shall be 2 x 6 studs @16"O.C.with wall sheathing documents) Separate from dissimilar metals with bituminous coating. by owner including removal of existing wall liners. shall be lapped 2'over platform framed connection between top plates and sill plates with three Simpson strap MSTA18(1 at each corner and 1 at mid 6.2.18 Interior trim shall be clear pine or poplar,continuous pieces,no finger jointed Section 7.9-Roof Venting Section 9.4 -Painting width on all 4 sides). Installed strap prior to sheathing(this detail occurs 2' trim. (Unless otherwise noted in documents) 7.9.1 No continuous ridge vent shall be used unless there are no power vents 9.4.1 Contractor shall include pruning of exterior trim prior to installation,exterior below where chimney is not attached to building) specified in Section 15 of this specification.Use"Cor-a-vent"V-300 doors and fascia/soffit boards,with one coat of Benjamin Moore Fresh Start 6.2.19 All trim including door,window,window sills,base,casing,crown and exterior acrylic latex(023)and Painting of MasterSeal 583 on basement walls. Section 6.2 -Carpentry Installation: shall match existing.(Unless otherwise noted in documents) 7.9.2 Use"Cor-a-vent"Roof-2-Wall model at roof and wall intersection. 6.2.1 Comply with"WCD 1 -Details for Conventional Wood Frame Construction"by 9.4.2 Seal all new full basement walls and garage walls with a water-proofing American Forest&Paper Association/American Wood Council(awc.org)and 6.2.20 All shelves shall be%"thick MDF with all exposed edges to be eased and sanded 7.9.3 Use"Famco"J-Vent sized as required if neither a power vent,ridge vent,or roof- membrane paint(MasterSeal 583)and seal concrete garage floor with Behr Residential BuildingCode of New York State,including nailing,firesto in , smooth. Install oil continuous 1 x 2 cleats with all exposed edges to be eased. 2-wall vent are utilized. concrete&garage floor paint: 1 art epoxy acrylic. g g PP g g g P P P Y rY anchorage,framing and bracing. Code requirements for spacing,sizing, spans The rod shall be 1-1/4"diameter polished chr-ome. Provide intermittent supports and cuts shall be strictly observed. as required at spans greater then 5'-0" DIVISION 8-WOOD DOORS/NVINDOWS& HARDWARE 9.4.3 All other painting is not in contract although contractor is to provide paint ready 6.2.2 Refer to details 1 &2 on sheet A-1 for typical beam bolting layout detail and 6.2.21 Provide bridging as specified below Section 8.1 -Wood Doors & Hardware surfaces. typical Microllam L.V.L.and Parallam PSL penetration gusset detail. See detail 4 Dimensional Floor Joists: Section 9.5 -Wood Flooring on sheet A-lfor the joist penetration location detail. -Solid wood bridging centered in spans of floor joists exceeding Section 8.2—Windows and Sidelites 9.5.1 Provide material and installation in accordance with referenced manufacturers 8'-0"' instructions. In addition please specifically note the following; 6.2.3 All piping and electrical penetrations shall be centered in joist depth 8.2.1 All windows to be Anderson Double-Huang 400 series or Casement 400 series o _ o P P g P J eP -Relative Humidity between 35/0 60/o 6.2.22 Repair and or replace all exterior trim as required due to rot and or new window with%"thick insulated glazing(argon filled,Low-E) and fiill height screens. -Acclimate flooring for a minimum35%-6 of 3 days with both faces exposed to 6.2.4 All structural work shall be literal as per these documents. work. Grilles shall be 7/8"thk and permanently applied interior and exterior w/spacer air of the space bar. Interior grilles shall be clear pine and exterior grills shall be clad selected -Installation should be after gypsum board installation,spackle,and 6.2.5 Verify existing structure before any removals:notify architect. DIVISION 7-THERMAL AND MOISTURE PROTECTION standard fin from one in the four standard color options,as selected by owner.Include priming is complete and heating/cooling systems are in working order. Section 7.2 -Building Insulation finish hardware for Double-Huuigs and Casement units. All exterior 6.2.6 Unless otherwise stated on the drawings,headers shall be as follows: 7.2.1 Maintain ventilation space at all eaves.Provide insulation baffles as required. casing trim and sills to perfectly match existing,verify in field. Sizes as noted on 9.5.2 All new and existing to remain wood flooring and steps(throughout scope of Up to 6'-0"opening: use(2)2 x 10's the drawings and as per field dimensions. FIELD-VERIFY ALL WINDOW work,see plans)shall be sanded.Stain to a color as decided by owner fi'om stain Up to 10'-0"opening use(2) 1 %"x 9'/z"L.V.L's 7.2.2 Provide muumuu,insulation R values as indicated below,unless values are ROUGH OPENINGS IN FIELD WITH ARCHITECT BEFORE samples applied directly to the subject floor by the floor finisher and finish as superseded by ResCheck calculations.(General contractor shall verify ResCheck FINALIZING ORDER WITH WINDOW VENDOR. specified below The values do not apply to conditions with framing corners or loaded posts above. calculations before proceeding with insulation) 8.2.2 Refer to elevations for transom locations. First Coat: Oil Based Stain by Minvax 6.2.7 Unless otherwise stated on the drawings,hangers shall be as follows: 7.2.3 Provide kraft faced fiberglass batt Greenguard Certified insulation with R values LUS28 Second Coat:Emulsion by Basic Coatings Inc.(gloss as selected b.o.) 2 x 8: Simpson as follows: 8.2. clear-glass dimensions.1 Tags related to windows and sidelights on the architectural drawings are Third Coat: Emulsion by Basic Coatings Inc.(gloss as selected b.o.) nn p FOR DOUBLE HUNG UNITS:Add approximately 6"to width and 7"to Fourth Coat: Street Shoe w/XL Catalyst by Basic Coatings Inc.(gloss as (2)2 x 8: Simpson LUS28-2 Rafter Ceilings(2 x 8) R—21 PP Y selected b.o.) (2) 1-3/4"x 7-1/4"LVL Simpson HHUS48 2 x 4 Stud Walls R—15 height(plus 2 times glass size)to get unit dimension sizes. (3) 1-3/4"x 7-1/4"LVL Simpson HGUS5.50/8 2 x 10 R—30 FOR CASEll�IVT UNITS:Add approximately 6"to width and 6"to height DIVISION 12-FURNISHINGS (4) 1-3/4"x 7-1/4"LVL Simpson HGUS7.25110—Cut Tops to Fit to get unit dimension sizes Section 12.1 -Cabinetry 2 x 10: Simpson LUS210 8 10 12 14 (2)2 x 10: Simpson LUS210-2 Note: In attic spaces where no sub-floor exists above provide R—38 batt 8.2.2 `NEW' on architectural drawings are new constriction windows sized to fit 12.1.1 All cabinets,tops,appliances and installation is by owner. G.C.to provide (3)2 x 10: Simpson LUS210-3 insulation. within existing window rough opening. Provide new interior&exterior casing roughing and final hook-ups. Coordinate with owner's kitchen vendor and 2 x 12 : Simpson LUS210 trim as specified. General Contractor shall field verify size before finalizing order closely follow kitchen vendor's drawings. Match kitchen vendors drawings with 11-7/8"TH 560: Simpson IUS3.56/11.88 7.2.4 Provide 1"Foamular 250 Rigid Foam Insulated Sheathing with square edges with window vendor. respect to all trades. Allow architect to sign off on all changes from the most 14"TH 560: . Simpson IUS3.56/14 with an R-5 as manufactured by Owens Corning on all exterior walls. Closely current drawings available. 1-3/4"x 9-1/2"LVL Simpson HUS1.81/10 follow manufactures installation instructions. All joints shall be left untapped. 8.2.3 `REPLACE'on architectural drawings are replacement windows sized to fit 1-3/4"x 11-7/8"LVL Simpson HUS1.81/10 This layer shall be installed over the Tyvek layer as specified in division 7.3 within existing window frame. Existing interior&exterior casing shall remain. DIVISION 15-MECHANICAL 1-3/4"x 14 LVL Simpson I US 1.81/10 below. General Contractor shall field verify size before finalizing order with window Section 15—HVAC 3-1/2"x 9-1/2": Simpson HHUS410 vendor. 3-1/2"x 11-7/8": Simpson HHUS410 7.2.5 Provide 2"Foamular 250 Rigid Foam insulation as manufactured by Owens 15.1.2 Extend existing beating and cooling systems into new work, Cut and patch 3-1/2"x 14": Simpson HHUS410 Corning w/R values as follows: 8.2.4 All specialty units,transom units and the like shall be thick insulated glazing diffiuser openings as required with like materials to complete the work. 3-1/2"x 18: Simpson HU416/1-IUC416 (argon filled,Low-E)unless otherwise noted. 5-1/4"x 9-1/2": Simpson HHUS5.5/10 Under Slab R-10(1 Layer) 15.1.3 Materials:ductwork shall be constructed so as to conform to SMACNA. 5-114"x 11-7/8": Simpson HHUS5.5/10 - 8.2.5 Shop drawings shall be required for all specialty and all elliptical transom units 5-114"x 14" Simpson HHUS5.5/10 7.2.6 Provide 1.55"Themiax insulation rigid foam insulation as manufactured by provided by window manufacturer prior to ordering. 15.1.4 Run all new ductwork around perimeter of all crawl spaces,basements and attic 7"x 9-1/2": Simpson HHUS7.25/10 DOW w/R values as follows: areas(so as to maximize usable floor area). Verify proposed ductwork 7"x 11-7/8" Simpson HHUS7.25/10 8.2.6 Provide tempered glass as required by code. locations with Architect prior to fabrication and installation. 7"x 14" Simpson HHUS7.25/10 Crawl Space Walls R-10.1 (1 Layer) (3)1-3/4"x 9-1/2"LVL w/ Simpson HGUS6.88/10 8.2.7 Flash all exterior window and door units with copper drip cap. , „ 7.2.7 Provide 3"thick sound attenuation blankets at all partitions snn�ounding and 15.1.5 All H.V.A.C.duct tape for both rigid and flexible duct work sealing shall be 2 /z (2)5/8"Steel Flitch Plates wide Nashua 324A conforming to U.L.181A-P(Nashua 800.248.7659)no or floors below bathrooms and around all water and sanitary pipes. 8.2.8 All windows shall have sills furnished and installed by G.C. No picture fiaming equals. Seal all joints and corners,including prefabricated joints and longitudinal 6.2.8 All Structural Ridge beams with no collar ties,shall have Simpson LRUZ rafter of windows. seams. hangers and LSTA30 straps across top of ridge attached to opposite rafter for each 7.2.8 All caulking shall conform to F.S.TT-C-598 Grade 1,color to be selected by rafter Architect. 8.2.15 Sash Limiters shall be provided at all windows as required by code where 15.1.6 In cases where the HVAC unit is located in the attic or the second floor,run all clear opening of window is greater than 72"above finished grade and less control and refrigeration lines inside the exterior wall to the compressor on grade, 6.2.9 Verify sizes of all engineered structural members,indicated on drawings,with 7.2.9 Seal all thresholds in sealant. Caulk and seal all windows,doors,and joints. than 24"above finish floor. cut and patch wall surfaces as required. architect prior to ordering and installation. Section 7.3 -Siding 8.2.16 Carefiully follow manufacturers'instructions for window installation with special 15.1.7 All ductwork branch take-offs are to be complete with balancing dampers. 6.2.10 All plates to be doubled with splices staggered over studs only. 7.3.1 Provide siding as indicated on the drawings installed over"Tyvek Housewrap". attention to all flashing requirements. Including layer of"Tyveke StuccoWrap"above"Tyvek Housewrap"below 15.1.8 G.C.to furnish and install ductwork as required,to exterior,for kitchen exhaust 6.2.11 Provide double joists minimum under all walls parallel to joist length unless stucco finish and stone veneers. Closely follow manufactures installation DIVISION 9-FINISHES supply and makeup air. specifically noted otherwise. requirements. If continuous rigid foann insulation is utilize substitute"Tyvek Section 9.1 -Drywall StuuccoWrap"for."Tyvek Housewrap" 15.1.9 G.C.to furnish and install insulated(min.R-6)ductwork, as required,to exterior, 6.2.12 Double framing around all openings where not indicated on drawings. 9.1.1 Install Gold Bond Brand''/z"XP Mold/Moisture.Resistant Gypsum Board by for bathroom exhaust fans. 1 7.3.2 Siding shall match existing National Gypsum Company(704-365-7300)at walls and ceiling throughout scope 6.2.13 All joists to have 3 /2"minimum bearing over plates or as otherwise indicated on of work. Install Wonderboard on all areas to be tiled. Attach all gypsum boards 15.1.1OAR ducts in the outside walls and unconditioned areas shall be insulated with 1" drawings. Flush beam and headers to have metal hangers. Section 7.4 -Shingle Roofing with construction adhesive and drywall screws. Attach all wonder board with thick fiberglass wrap with vapor barrier. 6.2.14 All framingmembers where cut to permit passage ofpiping,ducts,conduit,etc. approved fasteners. All basement gypsum board shall be lifted off slab 2"to p p g 7.4.1 Asphalt Roof: prevent wicking. Seal all wonder board seams,edges and perimeter with Lexel 15.1.11New diffuser locations shall be as follows: '-f ECT shall be strapped and braced on each side as per code requirements. Provide Install 5/8" APA Rated Sheathing32/16,C-D,Group 1,Exposure 1,Gaf �'�, P P Clear All Purpose elastomeric compound manufactured by Sashco 800.289.7290 First Floor: Diffiusers shall be wood,located in floor. �- miscellaneous framing around openings as required. weather watch waterproof roof underla Went at all rakes,overhangs,s,rid es,valleys s and available at Jaeger Lumber 973.377.1000. See wood ills specification. P' <\4u,ESSE 41 rP Yn ( g g Y g grill P O and penetrations three foot wide),balance of roof to be Gaf shingle-mate Second Floor: Diffiusers shall be painted metal,located in ceiling. 4� 6.2.15 All doors or trimmed openings to have(2)-2"x 4"or(2)-2"x 6"studs at jambs umnderla meat and room to perfectly match existing. All valleys to be exposed minimum,verify wall thickness with Tans. Y g p Y g Y P 9.1.2 Install Gold Bond Brand 5/8"XP Fire-Shield C' Gypsum Board by National Third Floor: Diffiusers shall be painted metal,located in ceiling or walls:match p Y p copper valleys with 24"wide 24 gauge minimum copper flashing, shingle Gypsum Company 704-365-7300 on all walls in garage.If there is a living space existing location. YP P Y( ) g g g P g o separation shall be 6"at top of valley and shall increase 1/8"per foot towards above,the garage shall have 2 layers of Gold Bond Brand 5/8"XP Fire-Shield`C' CO eaves to handle increased water volume(verify with roofing manufacturer and `p ( Y g ) Gypsum Board on all ceiling surfaces and structural members. � 9 11 - 13 15 �+ o S a "1 0 7 0 " r- "I S -I r W S 7 , y F Irr- 0 o c T - 2 . 8A1 "9r IAIVlASSA 9 9 DATE 02/02/2026 PROJECT NO 25070 SIIEI3T 2 OF 5 BREWI i VIRS VIA K R 0 A " B EW1 ,i.._J W 0 ° 9 A ' P " K Field verify all diffuser locations with owner and architect before All doors(unless otherwise noted)shall be Simpson as supplied by Reeb Millwork installation.Align diffusers with centerline of light fixture and coordinate Corporation. Contact Steve Gerard(201-376-1814) with architect. All insulated glazing shall be'/2"thick argon filled only:no Low-E glass Section 15.2 -Plumbing 15.2.1 General:Provide design/build plumbing system to conform to the National Refer to elevations for transom locations. Standard Pluumbing Code and applicable requirements of any local codes having jurisdiction. All Simpson doors shall be bored to receive traditional hardware manufactured by others (do not utilize Simpson's three point locking system hardware) 15.242 All waste shall be no hub cast iron,vent pipe shall be P.V.C.and vent penetrations through roof shall be copper;all water risers shall be'/."copper with'/z"copper Flooring Material Legend supplies(plastic piping is an approved substitute). If plastic piping is utilized Tag Description provide manifold in mechanical room with hormenns to all locations and separate shutoffs. All gas piping shall be bhack pipe or trac pipe. All copper piping shall 1 3/a"thick x(4")wide Select grade,strip(red or white match existing) be Type`L'. Size as required. oak flooring. 15.2.3 General Contractor shall have a certified channey inspector,inspect all existing to remain flues for compliance to the building code and provide an additional cost to the owner without markup to modify the flue if work is required. DIVISION 16-ELECTRICAL/FIRE LIFE SAFETY Section 16.1 —General 16.1.1 General:Provide Design/build electrical system to comply with the National Electrical Code,Underwriter's Laboratories and all other authorities having jurisdiction including the installation of ground fault outlets,tamper proof outlets and arc fault protection, including the installation of outlets and switches in locations that are not indicated on the documents however are required to comply with the requirements of the building codes. 16.1.2 For Kitchen alteration projects: in addition to as indicated on the drawings, fiunish electrical as required for dishwasher,microwave oven,hood,garbage disposal,refrigerator,oven,range,instant hot,wine cooler. 16.1.3 Furnish Lighting fixtures as indicated on the"Lighting Legend"(No Substitutions)and provide appropriate lamps for specified fixtures. 16.1.4 Label circuits on circuit breaker panel. 16.1.5 All RX wiring with plastic boxes. 16.1.6 Verify all device locations with owner and architect before wiring. 16.1.7 All switches,receptacles,and plates shall match existing. Provide dimmers as indicated,color as selected by owner. 16 18 16.1.8 All switches,receptacles,and plates are to be"Decora"series by Lightolier or equal. Provide dimmers as indicated,color as selected by owner. 16.1.9 Install new"Decora"devices in existing to remain electrical device and outlet locations. 16.1.10A11 down-light frame in kits in insulated ceiling conditions shall be"insulated ceiling"type housings for buried in insulation conditions. 16.1.11 All light fixtures shall have LED bulbs sized as required with color temperature of 2700k and Color Rendering Index of 93, these bulbs are manufactured by FEIT Electric, www.feit.com. 16.1.12A11 light fixtures famished by owner shall have bulbs furnished by owner 16.1.13General Contractor shall furnish and install 110V thermal photoelectric smoke detectors in each bedroom and at each level(two at corridors greater than 10'-0" long)with battery backup(or as indicated on drawings,whichever is greater). Connect units in tandem with each other. Detector units shall be a minimuun of 3'-0"away from any bathroom door,HVAC supply grille,and HVAC return grille. Units in bedrooms shall be no closer than 4"to any side-wall and no fiirther than 3'-0"away from the bedroom door. If system requires greater than 12 devices, a low voltage system with a fire alarm panel must be installed. Low voltage system to be fiurnislned and installed by owner. Submit cut sheets for alarin panel and all devices to building department for approval. 16.1.16General Contractor shall fiurnish and install I IOV smoke/carbon monoxide detectors within 10'or less of each bedroom and one at each level with battery backup(or as indicated on drawings,whichever is greater).Connect units in tandem with each other Detector units shall be a minimum of 3'-0"away from any bathroom door,HVAC supply grille,and HVAC return grille.If system requires greater than 12 devices, a low voltage system with a fire alarm panel must be installed. Low voltage system to be famished and installed by owner. Submit cut sheets for alarm panel and all devices to building department for approval. 16.1.17A11 decorative fixture(lighting legend items 7 and 8)shall be located after gypsunn board has been installed,with owner and architect. 16.1.19General Contractor shall finnish and install Pro/Tran 30310A(30 Amp 10 Circuit)manual transfer switch,power inlet box,and all required accessories as �GNIT cC T namufact red by Reliance Controls Corporation,800-634-6155 for owner's P O �KLESSZ � generator with automatic voltage regulation. Door Schedule notes: ,� "J O i�{ i �•• e4` Y, �M ss 17 �? o * S TAT T1 .1 F Irr- 1KL 6.-1 S -A -4 6- 0 .A6.. ,i3 ,i,._JS A � k_,/ � -4 1.-1 o C cS I LJ o T - 3 9 9 DAU 02/02/2026 PRORCT NO 25070 SMT 3 of - 5 BREWI NOTCH 2.0E G—P LAM L.V.L.S AND STAGGER 0 STEEL PLATE(S)I AS REQUIRED FOR STAGGER 0 1/3 0 1/3 113 6" 1 12" 16" O.C. ROOF RAFTERS (1/3 TOTAL DEPTH 16' O.C. 12' 6' MAX 2' DIA 3/8" CLEAR SPACE MAX. MAX. MAX.) MAX. MAX. . 3/8" PLYWOOD SUBFLOOR SUBFL? j PLANS FOR AND FINISH FLOOR SEE 0 0 0 � o PLANS FOR DETAILS LVL GIRDER FLUSH 6' WITH FLOOR SYSTEM ZZ _ _ _ _ _ H_EAD HEIGHT MEASURED_ _ _ _ _ _ _ SEE PLAN FOR slzE oft �, FROM FINISHED FLR. TO UNDERSIDE OF FRAME o 2X DIA. OF LARGER HOLE TECO HANGER SIZED AS F U MICROLLAM LVL & PARALLAM PSL BEAMS REQUIRED 1/,2" DIA. STEEL NUT, BOLT, & 2 x 's 's MIN. BEARING AT �5 REFER TO BEAM MANUFACTURERS LITERATURE FOR FURTHER INFORMATION. KLESSE FORBES ARCHITECTS EACH SUPPORT TO WASHER AT EACH SIDE WINDOW CONTACT ENGINEER FOR HOLES EXCEEDING 2` DIA 1/2" GYP. BOARD CEILING BE (2) 2 x 4's ASSEMBLY. HOLE NOT 70 � EXCEED DIA. OF BOLT. (TYP.). 1/3 1/3 1 1/3 38 CHATHAM ROAD SHORT HILLS, NEW JERSEY 07078 0-2 PICAL BEAM BOLTING LAYOUT - FLUSH PHONE (973) 379-6602 SCALE: 3/4" = 1'-0" EIESSE.COM GIRDER ^_ N 2 X 1 Q14 3/8" CLEAR SPACE 3/8' PLYWOOD SUBFLOOR TIMOTHY P. KLESSE, , JOIST SEE NOTE FOR Max. DIA. AIA ASID 0 o e u o SUBFLOOR AND FINISH FLOOR SEE NJ 09204 NY 027863 \ H I REFERS TO JOISTS MANUFACURERS LITERATURE FOR FURTHER INFORMATION. PLANS FOR DETAILS LVIL 6r WITHGIRDER FLUSH FLOOR SYSTEM ROBERT W. FORBES, AIA, LEED AP _ _ _ _ _HEAD HEIGHT MEASURED NJ 21AI01962600 o e e o e o o _ _ _ _ _ _ _ _ _ _ _ _ SEE PLAN FOR SIZE 1 m MAX, VERTICAL OFFSET FROM FINISHED FLR TO UNDERSIDE OF FRAMEt-6d �, MAX DIA 1/3 DEPTH OF JOIST Csi"R N TECO HANGER SIZED AS INTERIOR (2) 3/8' THK. x 1/2' LESS THAN GIRDER DEPTH x 1'-6' LONG (ONE ON 4/ REQUIRED ALTERATIONS TO RESIDENCE OF: ENCH SIDE AND CENTERED IN ALL DIRECTIONS) STEEL PLATES W/ (6) 3/8' 2 x 's 's DIA. BOLT, WASHER, & NUIf ASSEMBLIES (A307) 1 3/8' FROM EACH SIDE ON 1/2" GYP. BOARD CEILING MrS. BreWi ALL CORNERS AND AS INDICATED. THIS ASSEMBLY OCCURS AT EVERY JOIST 75 Mark Road AND GIRDER CUT THROUGH WITH ANY PIPE GREATER THAN 2" BUT UP TO 3" 5 IN DIA. WITH HOLE DIAMETER EQUAL TO 1/2" PLUS PIPE DIAMETER CENTERED DOOR CONVENTIONAL FRAMING Mattituck, NY 11952 7 IN EACH STEEL PLATE. ANIY BEAM LESS THAN 11 7/8' IN DEPTH AND ANY - N HOLE LARGER THAN SPECIFIED MUST BE SPECIFICALLY ENGINEERED. RECESSED ' TYPICAL MICROLLAM LVL & PARALLAM PSL �� CROSS HaTfCH REPRESENTS AREA WHERE PENETRATION MAY OCCUR &SCALE ENETRATION GUSSET DETAIL 3 VERTICAL SECTION FOR TYPICAL HOLD DIMENSIONS 4 JOIST PENETRATION LOCATION DETAIL ETaL APPLIES TOUNIFORM LOADS ONLY, TYPICAL P-LAM GIRDER DETAIL : 3/4" = 1' NOTE: THIS DETAIL APPLIES T01 ENTIRE SCOPE OF PROJECT. ALL HOLE AS SCALE: N.T.S. CONSULT ARCHITECT AND STRUCTURAL 5 NOT TO SCALE ENGINEER FOR ALL OTHER CONDmONS. SCALE: 1" = 1'-O" SPECIFIED ABOVE SHALL RECEIIVE GUSSETING AS INDICATED ABOVE 2 x 4's 0 16" O.C., R-15 BATT & 1/2" GYP. BD. INTERIOR. FINISH FLOOR AS, INDICATED OVER 3/4" C-D PLYWOOD SUB-FLOORING, 2x FLOOR JOISTS AS REQ. TO ALIGN FINISHED FLOORS, R-30 BATT CLEAN EXISTING SLAB COMPLETE USING FOUR PART SYSTEM BY CONCRETE REMEDIATIONS SOLUTIONS. - N A ION (972.475.2501) ORAWL SPACE VENTILATION RECO.ME DAT,oNS; I. H1TP://CONCRETE-REMEDIATION-PRODUCTS -� COM/ b Ilrew u,iv dh ow u w•e�Ao ovrA n Arup eM un A•Ilr Tea W,he waRl tees oarve•e•J•e[Iulre a hph fate ,VMlila'Iw.II Id f I,I — ,.1 3 .•pa,ens ae aaeh evnia as h.qh aI pm9He.tlwuW he P•wukA ,tq 3P0 a•tha,O,a1 Ire area of d1 vann Iw v,a 9'x Tea H 4meN neu'I k TMe rotal IM ama maY b calwlaled W Mmula,a,eight uRtl: e(hlalo I,aL .z• KeF.�DNrF o." PROVIDE MISC. 2 X BORATE TREATED BLOCKING AS NOT[r API-N✓AIrIg 60 4rt - VOC Cn rNr E T A D CTg ' NER VLNT -D°E r^�o;C E —� co REQUIRED - E., nu_oEwc�o D-�vntruc.oac 1—_ 10 MIL VAPOR BARRIER - POA a.wa'E.x.Io.•E r+N on Lfie" VEYT � I.Pwc;fi -la.-v,ENT'OR VENT •n_L� —_- _ �► o" o,ow ii°mow+Icn l wwc;ow LfEe — 2 X 6 BORATE TREATED SILL PLATE LEGEND OF CONSTRUCTION OAlL[ROOT WITH UNOCCUa'IE0 ATTIC GABLE ROOF WITH OCCUP D ATTIC=Clo CF VENT I CONY'Ct V PEq'.rIwFI)•'nnCn.66uAL_ P[QUIWFO t0 C.+F ATF."aTA^,K FFFE^•'10 Plf]C)E _e Vt.NOT DETAIL APPLIES TO FIBERGLASS BATT INSULATION ONLY EXISTING GARAGE FOOTING EXIST. PARTITION TO REMAIN EXIST. PARTITION TO BE REMOVED NEW PARTITION r�T7TT77Tl NEW 2 s 6 PARTITION �1T1 NEW 42" HIGH PARTITION NEW INTERIOR BEARING PARTITION BRICK / STONE 6 VENTILATION & VAPOR BARRIER REQUIREMENTS FLOOR FURRING DETAIL 4 X 4 POST PROVIDE SOLID SCALE: N.T.S. SCALE: 3/4" = 1'-0" ® 4 S 6 POST sLoclaQrc As 0REQUIRED p POST ABOVE ARCHED OPENING BEDROOM 11 ROOM NAME OX FLOOR/PLUMBING (SEE SPEC.) CEILING/WALL HEIGHT CEILING/WALL HEIGHT 0 POINT BEAM CONFIGURATIONS: FLUSH RECESSED SEMI-RECESSED DROPPED CLEARANE All structure as indicated on plena is !or floor Yb.,. This document: and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Klesse Associates PA and is not to be used in whole or in part without the written authorization of Klesse Associates PA. NO. REVISION DATE DRAWING TTI'LE SECTION DETAILS IF THIS LINE MEASURES 3" DRAWING IS AT FULL SCALE IF THIS —1/2" DRAWMG IS AT 1/2 SCALE DATE: CIK� T 0 0 Besse o >- CHEC ' T: STA-T� TIE DRAWING NUMBER A- 1 PROJECT NO 25070SMT 4 of 5 BREWI ' I o AM MC) L FU L DEC 21 _ 3 KLESSE FORBES ARCHITECTS JUNE 21 - 38 CHATHAM ROAD SHORT HILLS, NEW JERSEY 07078 PHONE (973) 379-6602 A A A KLESSE.COM TIMOTHY P. KLESSE, AIA, ASID NJ 09204 NY 027863 - REMOVE EXISTING DOOR, ALL HARDWARE, ROBERT W. FORBES, AIA, LEED AP CASING, AND JAMBS. NJ 21AI01962600 RELOCATE E. PULL DOWN STAIR AS (2) 1 3/4' x 9 1/2' L.V.L. HEADER (ABOVE) INTERIOR INDICATED. DOUBLE 2X FRAMING ' i AROUND OPENING AND PATCH AS ALTERATIONS TO RESIDENCE OF: REQUIRED WITH NEW MATERIALS AS --- - - - a ' SPECIFIED. Mrs. Brewi w 75 Mark Road KITCHEN ' I Mattituck, NY 11952 PROVIDE MISCELLANEOUS 2x FRAMING AS a EXTEND WALL TO FIT TIGHTLY UNDER OF E. SLAB (ABOVE) REQUIRED FOR TRAY CEILING AS SHOWN ON r o EXISTING RAFTER LIGHTING LEGEND COVERED PORCH PLANS. CO-ORDINATE LIGHTING AND TRIM WITH ________________________________ i UP 6" ARCHITECT AND INTERIOR DESIGNER IN FIELD. ------n --------------------- �J i i LJ O1 4" LIGHTOLJER LYTECASTER LED L4R DOWNLIGHT (WET) u - - ENT `� 650 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE a 0 2 5 LIGHTOLIER LYTECASTER LED L5R DOWNLIGHT (WET) E. RIDGE (ABOVE) ' L _ __ _ _ _ _ __ -� i - - - a 11000 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE ■___ - - l id dip r ®ljpfpp�p Il�ll II�Ill�llll� 3 4" LIGHTOUER LYTECASTER LED L4RADJ DOWNLIGHT ___ 650 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE �� 4 5" LIGHTOUER LYTECASTER LED L5RADJ DOWNLJGHT - -- ► G.C. TO VERIFY EXISTS IN THIS L �� t7'-6 (2) 1 3/4" x 9 1/2" LV.L HEADER (ABOVE) LOCATION. IF FOUNDATION DOES 9ti�F�s - - I 1a 11000 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE DEMOLISH Y CONCRETE STEP INSTALL 12 CMU s 0, - --0: O ., •0 T: E.(RIDGE ABOVE COMPLETELY AND PATCH AS � � � NOT EXIST," � " 2 ,--- - 2 •�,� 2 2 � sF ( ) � � " REQUIRED I I OVER 1 -D DEEP x 2-6 WIDE N I h..... 11 ( = i 5 4 LJGHTOLJER LYTECASTER LED L4S DOWNLIGHT (WET) I CONTINUOUS 3500 PSI I I II , a i OQ 650 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE ,L 4J ANDERSEN 400 SERIES BAY WINDOW i `3 i CONCRETE FOOTING W/ 3 J I , i ,�; ( I i CUSTOM SIZE AS SELECTED BY OWNER 6 5" LIGHTOLIER LYTECASTER LED L5S DOWNLIGHT (WET) I I CONTINUOUS #4's & Ks 0 16" � -- - I I , o � i �R��' 1:2:1 SASH RATIO MODEL 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE I I O.C. II z 4 (2) 2X12 ela E. SLAB ON GRADE (ABOVE) �I I ( i O 3/4" OAK FLR. '�' i ' SLOPE (FURNISHED B.O.) II i f- �� i i of o e 7 WALL FIXTURE '-------------------------------------- -------- c4i- I i /- i cn o� - i N i to ABOVE `� 08 DECORATIVE FIXTURE (FURNISHED 8.0.) G.C. TO CLEAN E. GARAGE SLAB I I i +9-2'J II i ¢� i ``' i ' W/ MURIATIC ACID TO REMOVE I I i INFlLL FLUSH WITH BRICK Fl t10'-1 11 ; i i (2) 2X12 a9 NUTONE QTXEN110S (FAN) 14;, o �s'o.c.� , � OIL STAINS READY FOR NEW I I i AND MORTAR TO PERFECTLY 2' 1/2" THK. GYP. BD. ON ALL I I ERS ABOVE i 10 CALCUL.ITE LED 3" EVOLUTION BY LIGHTOUER FLOOR AS INDICATED (ABOVE) MATCH EXISTING, CLEAN Fl i : WALLS V-GROOVE PINE PANELING I , a i LIGHT ENGINE: C3LO85A0127K9NF TRIM:C3LAWHW I I BRICK READY FOR PAINT. ► i II �1I' Imo Q ON CLG.. P.114 J �O 12 JUNO PRO-LED UPL30-WH (CLOSET LIGHT) 2 2 2 O ..... � 0. 0 fill 13 FULL CHAIN FIXTURE 7-6 i i/ +ro ---14 CONTINUOUS LED TAPE LIGHT, 90 CRI, 3000K e i -----------------� 6 --------------------- 15 LOW-VOLTAGE LIGHT COPPERMOON CM.830 ------ -------------J w '------------- --------------- ' a�'�� Q (2) 1 3/4" x 9 1/21 LV.L HEADER (ABOVE) �'�,• ANTIQUE BRASS FINISH (800-727-5483) ANDERSEN �16 LOW-VOLTAGE LIGHT COPPERMOON CM,865 • (2)C 145 ANTIQUE BRASS FINISH (800-727-5483) EQUAL EQUAL �17 4' LED STRIP LIGHT V D 18 HEATH ZENITH 240-DEGREE OUTDOOR i R-13 KRAFT FACED BATT 1& 1/2" GYP. BD. Vv MOTION-SENSING SECURITY LIGHT INTERIOR. (TYPICAL) A A A LEGEND OF CONSTRUCTION EXIST. PARTITION TO REMAIN PARTIAL FOUNDATION / BASEMENT PLAN PARTIAL FIRST FLOOR PLAN PARTIAL ROOF PLAN EXIST. PARTITION TO BE REMOVED NEW PARTITION NEW 2 x 6 PARTITION R-30 BATT. INSULATION '� NEW 42" HIGH PARTITION PROVIDE MISCELLANEOUS 2x FRAMING AS REQUIRED NEW INTERIOR BEARING PARTITION FOR CATHEDRAL CEILING AS SHOWN ON PLANS. BRICK / STONE CO-ORDINATE LIGHTING AND TRIM WITH ARCHITECT ® 4 x 4 POST AND INTERIOR DESIGNER IN FIELD. PROVIDE AS DEMOLISH E. CLG. JOISTS. FUR E. - NOTCH RAFTER AS REQUIRED (DO NOT im 4 x 6 POST OVIIDE SOLID REQUIRED RAFTERS W/ PERPENDICULAR 2X2'S OVERCUT) FOR SIMPSON FACE MOUNT JOIST ❑ POST ABOVE WITH INSULATION BAFFLES & R-21 HANGER SIZED AS REQUIRED. GATT FROM EAVES UNTIL CLEAR OF EXTEND WAIL TO FIT TIGHTLY UNDER OF ARCHED OPENING NEW RAFTERS, V-GROOVE PANELED EXISTING RAFTER BEDROOM 1 ROOM NAME ASPHALT SHINGLE ROOFING TO X FLOOR/PLUMBING (SEE SPEC.) PERFECTLY MATCH EXISTING SIMPSON HURRICANE ANCHOR MODEL COLLAR TIES FASTENED WITH (4) g'-0' CEILING/WALL HEIGHT H2.5 (DIRECTION AS REQUIRED) AT EVERY 12 10d COMMONS AT EACH END. RAFTER / WALL INTERSECTION. EXISTING � 2'-3" CEILING/WAT;,L HEIGHT ® POINT BEAM 12 AT RECESSED SEW-RECESSED M H FLUSH RE E SED DROPPED ' - 4 EXI ING GARDEN STATE LUMBER CROWN UC41- - - ---- --- - -`�' _ - - - - - _ - _----------_ 'Arne\` p,R NCE OVER 5 4 X 10 AZEK ' ' � � ____ ___ __ r `\ i r--- � All structure as indicated on plena is for rioor above ' i i i l = - i R-13 KRAFT FACED GATT & I 1/2 GYP. BD. INTERIOR. I I This document: and the ideas and designs incorporated herein, as an instrument of professional service, is the property of —— i' FINISH FLOOR FLUSH WITHrim o I I Klesse Associates P.A. and is not to be used in whole or in part EXISTING OVER 3/4' C-D -H < I without the written authorization of Klesse Associates PA 5/4 X 4, GARDEN STATE LUMBER -- i I o III EN III E. i I ( '�• EG S i' i / co I 10 ' CHE COVE TRIM, 3/4" AZEK SHEET I - - -- _ PLYWOOD SUB-FLOORING, 2x10 i a SITTING OOM i s I ENTRY KIT N I = i i i i i NI I- I - 0D i SLEEPERS, R-30 INSULATION, AND NI + ¢ I I III i NI ' ; ' �I `� ; 10-MIL VAPOR BARRIER. ' °O i i -HI I I NO. REVISION DATE G.C. TO CLEAN E. GARAGE SLAB ALIGN I i W/ MURIATIC ACID TO REMOVE I _i F.F. FLUSH I DRAWING TITLE +i ! I I -I L=_ I_ -I I ; E E - - 1ST FLR' - - ' I SITTING ROOM FIR. i OIL STAINS READY FOR NEW I �' I NiRY F� Q 1ST RR' PARTIAL FLOOR PLANS & - - - FLOOR AS INDICATED GARAGE SLAB � I •:[�•• • �•I L! �•t�l:� •I � "Mon" PARTIAL ELEVATIONS TE J, H GARAGE SLAB IF THIS LINE MEASURES 9" DRAWING IS AT FULL SCALE IF THIS LINE MEASURES 1-1/2" DRAWING IS AT 1/2 SCALE CEMENT PARGING TO i DATE: PERFECTLY MATCH EXISTING i J `i r J -0" �� Qv C S OVE VBUILDING o PARTIAL RIGHT SIDE ELEVATION PARTIAL FRONT ELE ATION SECTION CHE YD�� ER A- 2 PROJECT No 25070 SHEET 5 OF 5 BREWI