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HomeMy WebLinkAbout52792-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, NY COON"_. 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#: 52792 Date: 03/27/2026 Permission is hereby granted to: Crossroads Atlantic LLC 9 W 5th St Ste 4500 New York, NY 10019 To legalize "as built" additions and alterations to an existing single-family dwelling as applied for. Premises Located at: 26705 Route 25, Cutchogue, NY 11935 SCTM# 109.-2-13.4 Pursuant to application dated 02/03/2026 and approved by the Building Inspector. To expire on 03/26/2028. Contractors: Required Inspections: Fees: As Built Addition/Alteration $3,236.00 CO-RESIDENTIAL $100.00 Total 3 336.00 Building Inspector ,��Facx OF SOUTHOLD—BUILDING DEPARTMENT TOWN outhold NY 11971-0959 � Town Hall An 54375 Main Road P. O. Box 1179 S �. � Telephone (631) 765-1802 Fax (631) 765-9502 htt s:/1� +•��ut 1o1dt°'�'n"i ' °�' WIN Date Received APPLICATION FOR BUILDING PERMIT V For Office Use Only '� Building Inspector: PERMIT N0. F MINNOW ete Applications and forms must be filled out in their entirety. is not hel caner,an applications will not be accepted. Where the Applicant Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: kDPAI(tAGKKIT� Al L'r D • SCTM # 1000- /O 9 0� � l3 Project Address: 26-7o45UI�/ �� Ro�7 «���� �L.�oN.� Email: e,,,,oN&�f Q."AfAP.0'TM0NTse)6 Phone#: 1 �(pZ.. �q��0 1 � �� ) -0'1701Mailing Address: ww I 1 11 �A'�M Y L� CONTACT PERSON: Name: Mailing Address: �ijQ,,,p/ �!�n AM1 Z ni Phone#: -7 Email:�,,,o�l�-�5�...�n/i� PA�N'7'M��S� 9I DESIGN PROFESSIONAL INFORMATION: Name: Louis Schwartz Mailing Address: 7 Ridgewood St, Bay Shore, NY 11706 71:::-- iderunnereng@gmail.com Phone#: 631-839-4824 CONTRACTOR INFORMATIONNI Name: Mailing address: 7 Ridgewood Street Bay Shore NY 11706 US Email: Phone#: DE 11 SCRIPTION OF PROPOSED CONSTRUCTION � Estimated Cast of Project: ❑New Structure ❑Addition ❑Alteration Repair ❑bemolition $ ❑Other t be re-graded? ❑Yes �No Will excess fill be removed from premises? ❑Yes RNo Will the to � 1 MOM- PR OPERTY INFORMATION ert ; Single family Horne • f property' Single Family 10My Intended use of prop Y ► Existing use o p p • s is situate � Are there any covenants and restrictions with respect to which remise o 'IF YES, PROVIDE A COPY- zone or use district�n' p this property? Yes N R-40 na,ge a,nd storm wriater Issues as provided by w jj drai + � � i, � � the �ildi zone . - : The � � for the� i `e Oeck f o for they , ut' of buildings, f the-town Code App ,o rex chapter 2 �, Now ' and li bI� dinances,,building cod Southold,Sub i w es, comply w orr n t � Try lrW `. °+ herein �t tw o° for,net � addt i r ern ise�and u ' g code , , t� ft and a �wt " housing � .45 t New tk stte isdemeanor Authorized Agent owner A llcation Submitted RY p !nt,name `0 pP Date.. ,,,., • • 2• Signature of Applicant: STATE OF NEW YORK) SS: Cod N TY 0 applicant being duly sworn, deposes and says that (s)he is the - signing contract} above nar , lei (Name of individualg '' 7� (S)he is the t Cor orate officer, etc.) Contractor, Agee ► p to make and file this � performed the said word and duly authorized to perform or have p 'knowledge and belief; and of said owner or owners, and �s Y are true to the best of his/her statements contained in this application application;that all st in the a h pp performed in the manner set forth p that the work will be pe placation file therewith. Sworn before me this � day of o Notary Public n Ax 714 01, PRQ,PEMRjTY0W'� isUTHORIZATION I E R111-A the owner) g � , w m applicant not 'X (Where the app w L-q P A-T M Al FPO 0) - • atA I, re sidin g i l to apply on jo hereby authorize roval as described herein., my behalf to Town ofSouthold Build-�ng pepartmentfor app t-T 1) Date 0 ner's, ignature � L t Print owner's Name 2 lima Tiderurmer Engineenng & Design R.C. F E'B 8 7 Ridgewood St Bay Shore,NY 11706 (631)-839-482 February 18,2026 Building hasp ector Town.of Southold 53095 Main Road Southold,NY 11751 Re: Structural Integrity Front Porch Residence 26705 Mafia Rd, Cutchogue,NY To Whom It May Concern: I visited the subject address on Saturday,January 10,2026 and while I was there I inspected the existed covered front parch. The porch floor decking and firalming and the existing,columns are significantly damaged by rot and insect damage. This damage makes the porch unsafe and repairs should be completed as soon as possible to ensure the safety of the porch. If you have any questions please feel free to contact me. .V Sincerely, 10 Lours Schwartz,P.E. �OFES" . � I V chec Compliance Project Information Project Title: 26705 Main Rd Energy Code: 2025 Energy Conservation Construction Code of New York State Location: Cutchogue,New York Construction Type: Single Family Project Type:e: Addition Project Sub Type: None Orientation: Bldg.faces 180 deg.from North Glazing Area: 7% Climate Zone: 4a(5572 HDD) Project No: 1844712 A;O Electric: false Is Renewable: false Has Battery: false Has Charger: false Has Heat Pump false Construction Site: OwnerlAgent: Designer/Contractor: 26705 Main Rd 26705 Main Rd Louis Schwartz Cutchogue, NY Cutchogue,NY 7 Rdge,wood St Tidwner Engineering&Design,PC Bay Shore, NY 11706 Project Notes: Report Title: 26705 Main Rd Report Gate: 3/23/26, 12:34 PM 1 of 13 Envelope Assemblies Prop. Req. Assembly Gross Area or Cavity Cant. U_ U_ Prop. Req. Perimeter R-Value R-Value Factor/ Factor/ UA UA F-Factor F-Factor Ceiling:Flat Ceiling or 1234 53.0 10.0 0.020 0.026 25 32 Scissor Truss Floor:All-Wood joist/Truss 1360 38.0 0.0 0.026 0.033 35 45 1st Floor Wall:Wood 1589 23.0 5.0 0.041 0.045 59 64 Frame,16"o.c. Orientation:Unspecified Window 2:Wood Frame 48 0.380 0.270 18 13 SHGC:0.4 Orientation:Unspecified Window:Wood Frame 30 0.250 0.270 8 8 SHGC:0.29 Orientation:Unspecified Door:Solid Door(under 60 0.320 0.270 19 16 50%glazing) Orientation:Unspecified Door 1:Glass Door(over 20 0.270 0.270 5 5 50%glazing) SHGC:0.31 Orientation:Unspecified 2nd F1 Wall:Wood Frame, 1285 23.0 5.0 0.041 0.045 49 54 161,o.c Orientation:Unspecified Window:Wood Frame 37 0.380 0.270 14 10 SHGC:0.4 Orientation:Unspecified Window 1:Wood Frame 54 0.250 0,270 14 15 SHGC:0.29 Orientation:Unspecified 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. Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has be "'fined to meet the 2025 Energy Conservation Construction Code of New York State requirements in RESCIwci W and to corn ith the mandatory requirements listed in the REScheck Inspection Checklist. ?c Name -Title Sign tore D e Report Title: 26705 Main Rd Report Date: 3123/26, 12:34 PM 2 of 13 Mu Inspection Checklist Energy Code:2025 Energy Conservation Construction Code of New York State Requirements:98%were addressed directty in the RESCheck software Text In the"Comment'SIAssu�m,pti,,o�ns,'I cofumn is provided by,the user"in the REScheck Requirernents screen.For each requirement,the,user certifies that,a code requirement will be rnet and how that is documented,or that an exception is being claimed,Viere comI)lJa:M'e is Iternized in a separate table,a reference to that table is provided. Pre-Inspection/Plan Review ............... .. ...... ........ Section Plans, Field, # Verified Verified ssumptions &Req.11113 Pre-Inspection/Plan Review Value Value Complies? Comments/A 105.1, Construction drawings and 105.2 docuentation dernbostrate Complies m I Does Not ehei y code complianCe for the [PR111 bu l?",hgenvetope.'Thermal', t6mply envelope,air barriers energy F Not t creditso renewable energy, Ob-�servable battery storage.solar read "'-'I ,s,ysterhs,and energ once Not i represented Ap pa, entedZn plicable conistr uction,documents. ............. ....... ... Complies, Exxception:Requirement 105.1, Construction drawings and Is not'applicable. 105.2, documentation demonstrate Does Not 403.8 energy code comj,)fiance for Comply [PR3]1 I'lghting and rnechanical, S,Ystems,.,S,ystems serving Not multiple,dwelling units must Observable dernionstralte,co�mpli,ance With Not the IECC Cornmeiti I al Provisions. A''plicable, P ................................­ 302.1, H[eatin and coolie ecluiptylent Heating: ifeatti�i�c) Complies Exception:Requirement B,,tu/,hr Btu,/ Does Not Is,not applicable. 403.7 r's s1zeT per�,A,CCA,, , anua S I 1 11 — [PR211 basedi on loads c,laic,ulated per, Comply CC, Manual or other methods 1��719,:­ Ti-"i Not approve �e,code official" Cooling: IIIBtu/hr B I 1�1111�111111111�111", bbservable Not Applicable .......... .......... .......... Additional Comments/Assumptions: ......... ............ 1 Hi .......... ......... ....... w Impact(Tier 3) 2 Medium Impact(Tier 2) Lo h Impact(Tier 1) ...... .............. Report Title: 26705 Main Rd Report Date: 3/23/26, 12:34 PM 3 of 13 Foundation Inspection 1;ection # Complies? Comments/Assumptions &R+eq.if3 Foundation inspection P _ __.., 11, u,. ��.� ,�,� �,�r .vo � ..,,,, � pl Exception:Requirement is not applicable. 403.8 �5 s�ten s,s ruin rnul l �le d elll � units z comply4t 5ectios 403 44 CFi91] the c,ial ,.. ,-,yP[�®e Not Comply t Oloservable B t Applicable ,,,,,,,, _. _... „,u Heating ysterns Inns alIe'i for outdoor - Complies Exception:Requirement is not applicable. 40 11 3.9.1 9 [F192]2 heating are radiant systems controlled - ��,Does Not by occupai cy sensing or,t'[mer sWi cb;. Comply Not Observable � ',Not _.ov lic le 403.9.2 Snow,and M, es, Exception:Requirement is n.. m � q s Stem controls p of applicable. Instal to hut off sy,?4em when 4(�3.9.41 aeln�� t�mperat e°� OF'and no Does lot. atic controls to omply o[F192]z preci MtatioT rauto silut.off the When outdoor, of to mpetatu e 0 F, bse a l!e Not PI'cable Additional Comments/Assumptions: -—--------- Medium Impact(Tier 2} 3 w l� tT h I m pact��ie r 1] „W,..... ..,,,n .. ., Low pac (Tier 3] Report Title: 26705 Main Rd Report Date: 3/23/26, 12:34 PM 4 of 13 r FramingP Rough-in Inspection Section Plants Field # Framing I Rough-In Verified Verified Val Value Value Complies?" Comments/Assumptions & Req.l� InspectionCc�mn�+�ntslt�ssu ... tans e 303.1. I _,factors of fenestration [FR4)1 products are detersin ccordane with, l�l °the � Does,� RC test , ply procedure or taken from the deal table. blot Observable Not Aplica l e .......... -------- a ,., � 402.5.1.1 Air barrier and then a.l'harrier orr�� lies [FR2311 installed per manufacturer's Does Not instructions. comply Not Observable Not Applicable n tratior�that is not site buiIt. Complies 402.5,3 l�`enes d . [FR20]" is listed and labeled as meetings Not MA W MA CSA Comply 10111S,XA440 o,r leas Infiltration rates per,NFRC 400 that do not ; of exceed code lirnit's. Observable Not Applicable Complies �' . eptiom Requirement 402.5.4 i� -rated recessed li h i - _.M is not applicable. [FR16] it res sealed at _ Does Not ho sinIto I"nterlot finis�l and c6mply la" , indicate . ,clan Not leakage at 75 Pa. Observable Not Applicable . Requirement [FR17 above play_ ornc ille ds -, `'Ecable. 2 a -� lilt l [FR17 below 55 OF,are Insulated to>R- 3. ot Observable Not Applicable .,,a ,m ..„,,, 403.6 Automatic or gravity dampers Complies [FR1912 are installed on,all outdoor air Does Not intakes,and exhausts for comply rnec.hanicaal ventilation systems. Not Observable Not ,applicable m _. ... Complies 9, e� tJ n.Requirement 4D3.6.1 'Ventilation s t n s�In climate is not,a piicable. [FR30]2 zone 6 shall utilize heat or Does Not energrec y overy with balanced Comply vent lati n n,d a se ns idle t recover`efficiency(5 E 5 ,at 32 F. Observable Not Applicable i 403.3.3 �u 1 and return d cts in attics es [FR121 Inst a'ed>=R where duct Is Does Not >=,3 inches In diameter and t6 >=R-6 where<3 inches. Not reply a bservable Applicable Report Title: 26705 Main Rd Report Date: 3/23/26, 12:34 PM 5 of 13 Section Plans Field # Framing/Rough-in Verified 'verified &Req.ID Inspection Value Value Complies? Comments/Assumptions 403.3.6 Ducts,air handlers and filter Complies Ecer .Requirement bogies are sealed with is not applicable. [FR131 ;Does Not oints,i s� rns Compliant with " C6m l nternatinal anical Code or international Residentia,l 'Not Code,as applicable. Observable t Applicable ..,r,,,. „,,,,, 403.4.1 Protection of insulation on HVAC Complies Exception:Requirement [FR2411 piping. Doe's Not is not applicable. m�pl ° NO Observable Not: AoplJcal 403.5.2 ..H.ot wa. ter ipes are insulated to R_u n_ __ R- Complies FR18] > 1 ln�l cif insulation. _..__._._n,_._: _s e1 Not 06, mply Observable 1.� t Applicable 402.5.5Air-sealed electrical and Complies Exception:Requirement [FR29]2 communication boxes installed Does Not ]s not applicable. in the thermal boundary of the n elope sealed to limit air + c)rr�pl ieala sr between conditioned and unconditioned s;pace:s„ I Observable Not Applicable .._ ., — .....R n and p n.Requirement 403,3.1 Duct systems are d"es�gg Complies Exception: [FR1211 sized in accordance with ACCA _. :Does Not is nod appi�cable. Manual D based on HVAC sizing comply calculations in 11403.7.Duct systems serving multiple Not dwelling units is slz ,in `Observable s accordance wilt l ASH iAE Not Handbook o Fundarnentals', _�. ACCA Manual D or an equivalent Applicable methodology. ._ _.. __. , l i e.s Excet off..Requirement 403.3 Duct systems are dies Complies and p l°s notp applicable. llcable. [FR3111 sized in accordance with h ACCA Does Not Manual D.Duct,systems serving multiple dwelling units is sized Cbnpiy in accordance with ASHRAE. Not Handbook of Fundamentals, Observable ACCA Manual D or an equivalent Not methodology. Applicable ,..,,, ._„, m. Complies .See the Envelope 402.1, Door U-factor. _g pei table far 402.4.4 �� _ _ �,DoesNot A °° [FR111 Comply values Not Observable Not Applicable ,., _ _._.. . 402.1, Glazing U-factor��� �� � � �� �� Complies See the Envelope 402.4.1, alverg;e). Does °As lies to le for 402.4.3, C6mply values 402.6 {FR2]1 t bbservable INot Applicable Additional Comments/Assumptions: ...... Report Title: 26705 Main Rd Report Date: 3/23/26, 12:34 PM 6 of 13 i Im"act(Tle r 1, 2 Medium l der 2L. .........._'p ow Impact(Tier'3) , Report Title: 26705 Main Rd Report Date: 3/23/26, 12:34 PM 7 of 13 I insulation Inspection Plans Fi1 Section # Veri'�ed Ve l e.d 15c Req.ID Insulation Inspection Value Value Complies? Comments/Assumptions .. r _... „ 303.1 All installed Insulation is labeled Complies [IN13]2 or the installed R-valuesDoes Not provided,.. Comply Not .,4 Observable ,.__, A-pplicable 303.2 Wall insulatiop is Installed per i es [1N431 manufacturer's instructions. s Not comply Not Not ,applicable ..........,,,,.n ,.r�_ e the Erg o e Flay insulation R-value. 402,1, R �_ : Assemblies table,for 2 8 Not 402. ,, . � _f does values [1N111 Wood' mply Steel Steel Not �� t servable Not Applicable 3�03.2, Floor I�sulatlon installed per s 402.2.8 nartufacturer'Ms instructions and gDoes Not [IN2]1 in substantial contact with the Cbmply underside df°tl e subl oor,or Not or fir.. in, cav,i. InsulationInsulationI�'s � m�a�rn [n ntaict with the top,51de of Observable sheathing,or a comblination Of Not: cavity,and continuous Insulation, Is Installed so cavity,insulation Applicable is In contact with top side o."; continuous Insulation 402.1 "mall insulation R value I`this" ���� � ; � ®M � li������� �_���Complies See the Envelope Assem,blles table for 402.2.E a mass wall with at least 1h,oil III+ Not values r u_ Does S 402.2.7 the wall insulation on the wall ''' "'' va comply [IN3]1 exterior,the exterior InsulationNot IPA°1� �i i" ' re ulre ent applies F X 1 SIL Observable Not Applicable ,,,r i s E,° c:ep�tiown,:Requirement 402.2.3, mood attic knee walls or roof Is not applicable. 402.2.3.1 tr J $e,,S separating c ndi�tlenied -1,Does Not [IN34�� space..fro tincolnditloned attic ly space,oMply with the insulation r uirerne�nts inTa�bl'e, t 4011.3.Attic ki,ee-walls Cbservable contain an air barrier between Not the conditioned and unconditioned space. lic ble Additional Comments/Assumptions: „r r _... 3) Hi h Impact(Tier 1) 2 Medium Impact(Tier 2) .......... Low Impact(Tier rrr e, _ . , Report Title: 26705 Main Rd Report Date: 3/23/26, 12:34 PM 8 of 13 Final Inspection Provision rev,r r.,.. ...,a. ,,,,,,r:-,r e. nm„m ,i,,,,,,.... nr,n r......m,,,,,.2. n„,.r.b.,,,,,✓rr,n,... s ., ro,i E.vu,.vn Section Plans Field # Verified Verified ate Req.ID p Complies? Comments/Assumptions Final Inspection Provisions Value value 303.1.1.1 Ceilin insulation � m,,, .. m. ,,,,,.,,,,,,, .. 0 on installed per ;Complies 303,2 manu?acturer s instructions. _ ,Does Not [F1211 Blown insulation marked every 300 damply ft2. Observable Not Abiplicable 303.3 Manufacturer manuals for lies {F118] mechanical and water heating w Goes Not systems have been provided. ornpl ^ - t Observable t Xpplicable Complies Exception:Requirement 403.1.2 eatpump supplementary is,notappiicable.[F110]2 heat controls to prevent supplerr entai heat when meat Does Not p compressor can serve 6mply mhe he4atlnq load. t Observable -'Not AOplicable ��re�..rrrrrw.Mi,.rrr,. rn,,,,,,.,rr,i ,uv..., «rm err, ..,,,., er ....,,., ,.,,. �.... ....,iiirru,,i ,,: iir:,ii..r: „»»,m.Dr;km..,w,,.„.,.r..r ron,v,...,v sro^ ,,,,,,,, rr,,,irr ri .... i✓iiiii Ilion ...n .. «,,,,.,,,,rm , 403.2 Hot-water bo,]:Jers have CompliesException,:Requirement [F126]2 aEuton'iatic outdoor setback _w�Does Not is not applicable. control to lower bailer water 1 temperature based do outdoor Comply temperature,indoor ;_... of q temperature or Water 6-bservable temperature sensing, Not Applicable �d�si �nated Complies t �t1own:Requirement w 403.3.6.1 Air handler leakage applicable. b manu actur°ear at<=2, ou of [F124] de i u air pow. s t Cb ply t 61�servable Not 4pplicable ,.......... w...,.. r,,,, r_- _ 403.3.7 Ducts arse pre,as�ure tested in ____ Complies Exception:Requirement < is got appflcable. [F12711 accordai Does lot Nei/R SN TIC :3 0 or cfm/100 ft ctr /100 ft 6mrply STME1554 to deterpnine air lea a e with elther:dough-in Not test.-total'leakage measured 61 servable with a recur"e,differential of Not . nc wwg.acros,s the system includin the manufacturer' Applicable air hand erenclosure if listalled at time of test„ Postconstruction test:Total leakage measuredwith a pressure differential of 0M inch w q,across the entire sy'stern It crlu in p the m,anofacturer�s air harp er enclosure,.,.. .... ,Y:. .,,..... Complies xce.ptlon:Requirement of Does Not is 403.3.i3 i not applicable. � ��4 cl�/ o ft2 across the sy term or°�= c`fm,100 ft2 2��r�i<<�� d� �nP��ir< `l 00 fl�2 r!'� 5.P t�dmply Without air handle 2a. Duct tightness<=8 cfm/100 .._4 Not f 2 for ducts withln thermial Observable envelope.For rough-in tests,, t verification may need)to occur _� during Framing inspection. Applicable ........ 403.5.1 Orcolating service hot„water, Cornplle's [F111]2 systems have automatic or Does Not accessible manual controls. Comply Not Observable Not Applicable Depart Title: 26705 Main Rd Report Date: 3/23/26, 12:34 PM 9 of 13 Section Plans Field &Req.rC) Final Inspection Provisions Verified Verified1Jalue Value Complies? Corn men AS u T ?L ion Jdemandrerlrc water systernsae autorjjati: Complies „ v controls to start pump mien Y:.Q Dees Not Is� �� rt Regr irernen licable. hot grater is requested. Comply of Observable i, Not _., � l cable eated Water F [Fl2$] ..ysave ,. lies Circulation :. e system ret� .., l e Does Not s dedicated return l llpe of a C6Imply oold grater su ly f e.Gr vjty � tern oss`y' on circul�tlon �a t CS stems ire not, r �,sentw; Observable ontrols r°circulating hot Water systern,pumps start the Not PUMP Withsl naJ for t�h waterApplicable r r eand with,,in the or a ran .y. Controls automaticailly t6rn,00 the pornp wtreri water is in cir ula,d6n loop Is at,set_ o nt temperature,and ne dernand' for loot water°exists. Fl 'i heat tr _ 403.5.1.2 e ., l�r IEEE s sen�r comply, EE 51: �� or, Complies Exception:Requirement 515.tong° s utomatieally tees Not is rioter applicable. adjust theenergy in u�t to the beat tracing to maintain the tomply desired water,temperature in t the ling. t,I s le Not 40�3 _ l .5.3 Drain water beat recover �,, CFI31] unfits testedn cord'a r...� Iles nod with ;�-; Ex a tl �°Requirement C� 855J e N.so ri1table, ater-side �__� oes Not s not �llllaile. "at°�er � ly eat �recovery Units 3 sl dot individual units connected to Not one or,two showers.Potable water-side pressure loss of s t drain water eat reco,veryunifts ;Not 2 psi for Individual units, XpPlioable connected to three or more showers. 4013 itia. Conw lien �� e ertiat"�wsted [F17]2 "wilt building s e s� -�Complies ornline ,R408 energy r credits,results and solar ready cues Not zone W provided. 6mply cat .se to t is t All mechanical ,., Hill ... , e .. ., t on ,,:. ,.... m._. [F125]2 s stem lrc ns not ar of tested M.Y.r omplies xc r :Req,uirernent and fisteld HVAC equipment r_, s t is not applicable. meet e cap and air w v-a its der Ie o3p. . ,. c ly o>r Observable l'ot li t 0363 Mechanical on �yst+ ns 4 [F133]2 tested and er hied to meet the R.._rComplies Exception,:Ruirerrrent r ninclrnun flow rates required Dees NotIs not alraile y Section R,403z. cbmply Not U6servable `._._y Not 4plicable t� 403.E 5 w lnt�er ant e i f �taut for ., , [F134] bathroon toriet rooms has �r o ii s �. automatic Control.Occupant _ ��tetn.Requirement C Does Not is not applicable. sensor control,humidity Comply control or ���onta niin ant control. _-Not 0-6servable -� of 4 tic t Report Title: 26705 Main Rd Report Date: 3123/26s I2:34 PM 10 of 13 Section ® m plans Field # Verified Verifled &Req.ID Final inspection Provisions Value., Value luNe Complie s? Comments/Assumptions . . .;403.7.1 „�., n�rNr rrr ,,,,r. ,. lectric resistance heating,total Complies [F16]1 Ica,pac�ity- br,dwellingu��niti, sleeping,units and occu� �a�riices �.x��Does Not in the bufldin �. . . Comply Not Observable 1 t 402.11. lic 1 Ceiling insulation R-value. III ,x,,,,Rr„ � A�se�wl� e^lie 402.2.1, R" Corn lies See the Env 402.2.2, Does Nct cs table far 402.2.7 uiJ'°4u„a°u.u:�.: Woo,d values I [F11]1 �.., c�` Steel, _.., t w Observable i__1 Not _.J Applicable 403.131 Gas fireplaces ces equipe with I Complies cetlor Requirement 403.13.1 on-demand pilot,intern ittent - Is not applicable, [F13513 l �nitlon or,interrupted Ignition. �.�_a Dees Not F repiace efcienV5SA 5 In Com 1 accordance withPA.1 P 'r.� t Observable Not :A�pplicable r,. ..: . rr:,. .: 404,1 10p/�, p r ,,, .... .. ra�nent fixtures . [F16]-1 have high efficacylamps. `; a lies _..;Does Not ornply t Observable Not ._ lica le n.,......... r ,rrir.rn .,.,.....: rru:.mvi ,,,r•.,..,,,. urcorrr..-, ,m„riiii ,rrr'404.1.2 Exterior li hting ower is below p .. lies [F135] the allow' le wattage in Table w- 11 , 41. Does Not b6mply 1 Observable 4jplicable r, 404.1.5 Fuel gas lighting systems have . [F123]1 no continuous pilot light, Comp lies xcep 1 n:Requirement ..o-..,r Does Not Is not applicable. Comply t se 1 '__-i Not _...r�. ...... _. _� lie 1 4 40 .�.� ontroiled th ei her a ..� _ � Permanent iterior ii htin yes Exception:Requirement ...e sha d be c [F136]3 manual dimmer,occupancy Does Not is not applicable. sensor or auto,smut off control +C6mprly based on occupancy b�u��llt Wltr — t ,Manual'override. �..,..� �3bservable Applicable 404.3 .r . ,.r Exterior lihtln� 30 watts [F137] shallhave theoli'owir� ��Complies °�ptw: tequirerr►ent controls:manual on/0� switch ; J Does Not � not applicable. with automatic shut-o° t Comply automatic shut-off In dayllgl t r,_ Not lours and controls that Observable autocr atic shutoff that returns to automatic control Not within 24 hours, applicable C404.4 al nd orsr _ _l.°e._s. Exception:..Requirement nt[ 13 1i u Prn'stalled' g .....,. Tattestationfor Does Not is not applicable. renewable,e erg r credl 1 [R Cs]or,enerq attributable, __v,,Not certificates `1 � associated with the renewable energy s ale used for compliance are ;a. t provided'to the code official, applicable Report Title: 26705 Main Rd Report Date: 3/23126, 12:34 PM 11 of 13 Section Plans ,� Field ''verified Verified & Req.ID Final Inspection Provisions Value Value Complies? Comments um ron 402-2.4 Vented attics with i �_. Com lies ptr;Requirement [F122]z ern°eable insItNon Include � e gaffle adjacent to soffit and Does Not Is not applicable. save vents tl at e t0 nd�s over _. insulation, Corrrply ;_..;Not t Observable Not Applicable o, 402. .1.3 Rlo�w r door test ,0 ,��,0� °yff.l� ,�.�,�'t R °0 [FI1711 <=1 AC 50 In Mate Zones Complies -5 and<,=2.5 AC 50 Not � _ Does Climate Zones .� M._� �.m. 60mply Not Observable ..m Not Applicable 402.3 ers coml with F143 A T and lies _�.. ..�. Seep�e�n elo e ..Woo_ ,. Assemblies tab�l �far fm with A1°Ml,�743c�crda�nce� d �"�'' ��° .._�Cues Not values ' ee[ Steil' Comply _ Not t�bservable _..Not 1 y Applicable 03.1.1 programmable thermostats z ; Complies [FI9�] in tall�e�d�" cotrol primary heating and cooling sy Lems ;Does Not and Initially set by ._� manufacturer to c d'e� Comply specifications. Not C>bservable Not 'r Applicable Additional Comments/Assunlptions; G High Impact(Tier 1) � r,. Medium Impact(Tier 2) t 3 ��I m . act 3) Report Title: 26705 Main Rd Report Date: 3/23/26, 12:34 PM 12 of 13 10 1 20 2 5 E n I Quip II HUNIII .OWIMIO ,� nser)I,il`°atI101 IIIIII 111 in Construction C ode of N ew Yo 01011111k State E e yIIIf C p1 Illmlmlllllllll Iuuuoul� ertil Above-Grade Wall 28.00 Below-Grade Wall 0.00 Floor 38-00 Ceiling/Roof 63.00 Ductwork(unconditioned spaces): Window 0.25 0.29 Door 0.32 0.31 Skylight 0.00 Heating System: Cooling System:, Water Heater: Name: Date: Comments: Report Title: 26705 Main Rd Report Date: 3/23/26, 12:34 PM 13 of 13 BUILDING DEPARTMENT DATA: S Ur s00 ABBREVIATIONS _00 E NI N Tt:: I IiNE5 VATI Classification/Floor Area 5727 2 I� --�2�3� 00 M ACQ ALKALINE COPPER QUATERNARY LVL LAMINATED VENEER LUMBER Floor Level Existing Proposal Total ACT ACOUSTICAL TILE MAX MAXIMUM �_ AL ALUMINUM MIN MINIMUM j Cellar (Finished) D D O ALT ALTERNATE MR8 MARBLE J AFF ABOVE FIRST FLOOR M5 MARBLE SADDLE -� 1st Floor O D O ASF ABOVE SUBFLOOR MTL METAL N 2nd Floor D O O A.S. ALUMINUM SADDLE NA NOT APPLICABLE � �CA LL Total 0 O O A.P.B. ANTHONY POWER BEAM NIC NOT IN CONTRACT - B.C. BRICK COURSES NOM NOMINAL � Garage 500 SF 495 SF 495 SF : BD BOARD NR NOT REQUIRED O BOT BOTTOM NTS NOT TO SCALE IL Front Porch .` O BLDG BUILDING OC ON CENTER CBB CEMENT BACKER BOARD OCC OCCUPANT(5) TH N Rear Porch O O O CL CLOSET OH OVERHANG U Decks O O O CLG CEILING PART. PARTITION / .hs. CLR CLEARANCE) PC POURED CONCRETE COL COLUMN PT POINT GONG CONCRETE PKT POCKET CMU CONCRETE MASONRY UNIT RAD RADIUS Z CT COLLAR TIE REQ. REQUIRED CJ CEILING JOIST REV REVISION(5) V o CANT CANTILEVER RM ROOM CMD CARBON MONOXIDE DETECTOR RR ROOF RAFTER DIA DIAMETER R/R REMOVE AND REPLACE LL DIM DIMENSION SEC SECTION O DR DOOR SF SQUARE FEET DTL DETAIL 51M SIMILAR w x DWG DRAWING SQ SQUARE U DN DOWN STL STEEL EA EACH SD SMOKE DETECTOR t` � EL ELEVATION STD STANDARD EQ EQUAL TC TOP OF CURB R301.2.1.1 (2025 Residential Code of New York State) EX EXISTING TEL TELEPHONE EXH EXHAUST THK THICKNESS Design Criteria Construction in regions where the basic wind speeds EXT EXTERIOR T05 TOP OF SLAB exceed from Figure R301.2(4) equal or exceed � EF EXHAUST FAN TX TOILET EXHAUST 130 miles per hour shall be designed In accordance H EW EGRESS WINDOW TXF TOILET EXHAUST FAN FC FIRE CODE TYP TYPICAL with one of the following: FD FLOOR DRAIN TEM TEMPORED I Plans have been designed I- FIN FINI5H(ED) TEMP TEMPORARY in accordance with: 2023 New York State Residential Code FLR FLOORING) LION UNLESS OTHERWISE NOTED ' Cn FPSC FIRE PROOF SELF CLOSING VIF VERIFY IN FIELD 1G,C�•�O` ' '� CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA: 0 FT FOOT(FEET) WC WATER CLOSET -�'�� I able R301.2 U R FJ FLOOR JOIST W WATER RESISTANT ' �) ��' Wind Exposure Category: GA GAUGE B A GALV GALVANIZED , �� �J - ' o��oy 1 a Ground Snow Load: 20 PSF ►-a GFI GROUND FAULT INTERRUPT N 39 �a9 _ // Wind Speed: 130 mph 3 sec Gust x GL GLASS �''� I 1110 fastest mile GWB GYPSUM WALL BOARD -�/ EI HC HOLLOW CORE / ' Special Wind Region: NO �D HDW HARDWARE ' Windborne Debris Zone: NO Z rA O HM HOLLOW METAL (Jl O HOR HORIZONTAL I ,/� I Seismic Design Category C i�--I O HP HIGH POINT �; H ^ ~ Z HT HEIGHT I i a Weathering Severe HVAC HEATING/VENTILATION/AIR CONDITION o Q Frost Line Depth: 36 inches V Q IN INCH I �,, P } O INT INTERIOR I �_ } Termite Infestation. Moderate to Heavy w 1 u INV INVERT ffl Decay Probability: Slight to Moderate w Q JT JOINT I C° o KIT KITCHEN -� � I � `' LAV LAVATORY I Winter Design Temperature: 15 1:4 w h I Ice Shield Underlayment Required Valleys and Perimeter O a/ � i I Flood Hazard Exempt I Air Freezing Index 599 (� I N Mean Annual Temp 51 I � Z N I MIN. DESIGN PRESSURE DP RATING: I 2435' o 1 Windows ZONE 4 DP 25 a IDoors m ZONE 5 DP 30 77.24' n O ZONE 1 DP 25 U UF., Roofed Over Porch cn zoNE 2 DP 30 w � I 1 ZONE 3 DP 30 A U I cv ZONE 1 DP 20 I ZONE 2 DP 45 Legend 1 ZONE 3 I DP 45 Z I > Roofed O aver Porch W v I onei Dlag �l'1'1<5 : Existing Walls to Remain o ,r }- fr'f Existing Walls to be Removed L _ _ _ _ _ _ _ J area to be Repair d N New Walls and Partitions -� ' I N 16;ft—" - +� Insulation in 0 E odwe or Door =_' I 1 Wdl Zone Zone � � dEdge one Perimeter � � Window —'tr��- I I Structural Beam _ I Minimum Uniformly Distributed Live Loads: Table R301.5 USE LIVE LOAD DEAD LOAD Outlet Exterior Balconies GO psf 10 psf sf P p w _ _ _ _ _ _ _ _ _ _ _ � Decks 40 10 sf N 0) GFI Outlet 60FI S 580 9' 10" W 151.00' Passanger Vehicle Garages 50 psf as per plan 0 ATTICS without Storage 10 psf 10 psf o 0 � w Switch ATTICS with Storage 20 psf 10 psf Z A A z Ceiling Fixture ROOMS other than Sleeping Rooms 40 psf 10 psf a Ad -�- Sleeping Rooms 30 psf 10 psf w U 01 A I U Exterior Fixture - I Plot Plan Guardrails rs 40 psf 10 psf SCALE: rdrails and Handrails 200 psf 10 psf 1' _ 2 Smoke Detector © Roofs: 12 psf for Attic Live +Ground Snow Load 20 psf 0 E � ti 15 psf for Cath Go Detector © L�, ALLOWABLE DEFLECTION: Table R301.7 Vent Structural Member Allowable Deflection FER Rafters having slopes greater than 3/12 with no finished 77006 Vent/Lights telling attached to rafters L/180 �OpROFESSIO���� Interior Walls and Partitions H/180 DWG. NAME: Gelling Fan Floors and Plastered Ceilings L/360 All other Structural Members L/240 COVER Exterior Walls w/plaster or stucco H/360 SHEET Exterior Walls-Wind Loods(a)w/Brittle Finishes L/240 Exterior Walls-Wind Loods(a)w/Flexible Finishes L/120 DWG. NO.: Note: L- Span Length H= Span Height a. The Wind Load shall be permitted to be taken as 0.7 times the C;001 Component and Cladding loads for the purpose of-the determining deflection limits herein PAGE 1 OF 2 N 00 GENERAL NOTES TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTHOrCONCRETE RIDGE STRAP DETAIL GIRDER TO S.S.P. COLUMN TYP WALL/WINDOW AIR SEAL FIRE/SMOKE DETECTION d TYPE OR LOCATION OF CONCRETE CONSTRUCTION a.ALL CONSTRUCTION TO CONFORM TO ALL STATE AND LOCAL COIDES. a. 1INSTALL SMOKE&CARBON MONOXIDE DETECTORS AS SHOWN ON PLAN. MIINIMUMSPECIFIED COMPRESSIVE INSTALLATION @ 16"O/C 000 b.THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY. b.SINGLE&MULTIPLE STATION SMOKE ALARMS ARE ALSO TO BE INSTALLED iN CELLAR AND SHALL STRENGTHa(fe) LSTA24-980 lbs. UPLIFT '1 CONTRACTORS ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS., BE INTERCONNECTED SO THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS, IN ° c.BUILDER TO OBTAIN CERTIFICATE OF OCCUPANCY(C.O.) Weathering PotenMal b ° ° f----CE d.BUILDER TO CARRY WORKMAN'S COMP.INS.IN AMOUNTS AS REQWIRED BY LAW. ACCORDANCE W/R314.POWER SOURCE FOR SMOKE ALARM SYSTEM IS TO COMPLY W/R314.C.AT LEAST ONE CARBON MONOXIDE ALARM I$TO BE PROVIDED IN EACH DWELLING UNIT,IN THE Negligible Moderate severe ° ° a o 0e.ALL WORK SHALL BE FULLY GUARANTEED FOR ONE YEAR AFTER(C.O.IS ISSUED. IMMEDIATE VICINITY OF BEDROOMS ON THE LOWEST FLOOR LEVEL.THE CARBON MONOXIDE Bosemem walls,foundations and other concrete mot expo"d to the weather o f.OWNER TO BE RESPONSIBLE FOR FINAL SURVEY AND COSTS AS REQUIRED BY BUILDING 2soo 2soo 2sooc ADEPARTMENT. ALARM iS TO COMPLY W/UL 2034 AND UL 217, AND IS TO BE INSTALLED AND MAINTAINED IN g � � ° � GYPSUM BOARD AS AIR BARRIER ENGINEER HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION IOR INSPECTION. ACCORDANCE W/ MANUFACTURER'S INSTRUCTIONS. Baeementsabsanelme brslab.an rade,exceptgaragefloorslabs 2soo 2soo 2sDOc9 d. EXTERIOR WALLS&INTERIOR LOAD BEARING WALLS TO HAVE FIREBLOCKING �h.DRAWINGS ARE NOT TO BE SCALED BY CONTRACTOR.ANY DISCREEPANCIES ON DRAWINGS ARE TO workexposed+fthewe then 0.eMerorwalsandohervertcalcanerete S.S.P. CAPS-KLCC SERIES BE BROUGHT TO ENGINEER'S ATTENTION IMMEDIATELY PRIOR TO CONSTRUCTION. *end to*"• *� 2soo 3,000d 3,000d UoU5 BEAD OF SEALANT16d NAILS ALL HOLES5' 1 RK HOWN ON THIS DRAWING ONLY.ENGINEER IS NOT ELECTRICAL NOTES Foraes,carportslabsmidstepsexposed+a*wweather,andgaragefloorslabs 2,500 3.000d 3sooe UOUS BEAD OF SEALANT i.THIS ENGINEER HAS BEEN RETAINED FOR W0 S _ RESPONSIBLE FOR OTHER ALTERATIONS AND CONDITIONS. j.DESIGN IN COMPLIANCE W/2025 RESIDENTIAL CODE OF NYS, 202:2 ENERGY CONSERVATION CODE a.ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND LOCAL UTILITY CO. OF NYS, IN CO COMPLIANCE &AW/20I 5 RESIDENTIAL b.ON NEW WORK BASE BID ON 200 AMP SERVICE. Far 91:1 pound persquan Inch e6.B95kPo. TYPICAL FRAMED OPENING CONTINUOUS MINIMAL EXPANDING FOAM AT c.ALL WIRING TO BE MIN. 14 AWG. wlNDow PERIMETER d.CONVENIENCE OUTLETS TO BE 18"A.F.F.,UNLESS NOTED OTHERWISE. a.strength at dare pet. 3'NAILS METAL STRAP CAP + ^ SITE NOTES e. PROVIDE GROUND FAULT INTERRUPTER OUTLETS AS PER CODE. b,See Table R3o12n)for weatheringpatenw,l• AT°o.c. PLATE WINDOW UNIT AS AIR BARRIER OVER HEADER TOP f.ELECTRICAL CONTRACTOR TO PROVIDE HOOKUPS FOR HEATING AND AIR CONDITIONING SYSTEMS. a.Concrete In these Ioca++one that may be subject to freezing and thawing during construction shall be alr-emrmlrKd concrete CONTINUOUS MINIMAL EXPANDING FOAM AT • ; "�. a.PITCH GRADE AWAY FROM BUILDING. g.ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING STRUCTURAL COMPONENTS MUST In accordance with Footnoted. n Pars WINDOW PERIMETER i+ FRAMING b.PROVIDE DRY WELLS AS REQUIRED. COMPLY W/SECT.E 3402. d.Concrete shall be ale entrained.Total air aoment(percent by volume of concrete)shall be not less than 8 perrcent or more CLIPS C.ALL TREES WITHIN 15' OF CONSTRUCTION TO BE PROTECTED. h.PROVIDE MAINTENANCE CLEARANCE AROUND CIRCUIT BOX,BOILER,ETC. SEE SECT.E3405. +ham 7 percent. ) °, BOTH CONTINUOUS BEAD OF SEALANT d.ANY LANDSCAPING DAMAGED BY CONSTRUCTION OPERATION i. ELECTRICAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. FOR 2x6' SIDES SHALL BE REPLACED AS REQUIRED. e.see section PA02.2 for maximum cemsntitious materials content. LINTEL e.ALL CURBS,SIDEWALKS,ETC.DAMAGED SHALL BE REPLACED. a For garage floors whh a steel troweled flnlsh,reduction oFthe total dr content(percent by volume oFconcrette)to not less than USE six LINTEL i CONTINUOUS BEAD OF ADHESIVE r 3 percent Is permitted If the spedfled compressive strength of the concrete Is increased to not lees than 4,�00o p 1. ATTIC EAV E A I R SEAL 3•NAILS ° °° MEMBERS EACH END; ° EXCAVATION NOTES INSULATION NOTES LINTELFOR2 TREATED INSTALL 1"RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS.FOAM TRIMMER SEAL BOTH SIDES ALONG RAFTER WITH EXPANDING FOAM SEALANT. LINTEL °° sruos CONTINUOUS BEAD OF SEALANT � a.EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINES AND GRADES DOWN TO a.ALL EXTERIOR WALLS,ROOF& FLOORS OVER UNCONDITIONED SPACES SHALL BE TABLE R401,4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATIION MATERIALrz MAINTAIN EQUAL VENT SPACE FOR LENGTH OF RIGID INSULATION USE NAILS o SPECIFIED LEVELS. INSULATED. ALL INSULATION TO BE FIBERGLASS. FOIL FACE WITH FOIL ON WARM EACH S b.ALL TOP SOIL TO BE STOCK PILED FOR FUTURE USE.ALL EXCAVATED GOOD SIDE. CARE SHOULD BE TAKEN NOT TO TEAR FOIL VAPOR BARRIER. CLASS OF MATERIAL LOAD-BEARING / EACH END SILLPLATE TREATED E-1 MATERIAL NEEDED FOR BACK FILL,TO BE STOCK PILED SEPARATELY,NOT NEEDED b.ACOUSTICAL INSULATION TO BE PROVIDED IN WALLS,FLOORS AND CEILING AROUND PRESSURE(pounds per square foott , / 3'NAILs °° SILL PLATE CONTINUOUS BEAD OF SEALANT A MATERIAL AND UNACCEPTABLE MATERIAL TO BE LEGALLY REMOVED FROM SITE. ALL BATHROOMS AND MECHANICAL ROOMS. c.BACK FILL SHALL BE PLACED IN 12" LIFTS&COMPACTED TO 9)5%OF MODIFIED INS ALL 1"RIGID �� AT72 O.C. TREATED Crystalline bedrock 12,000 INSULATION VERTICALLY VENTED BorroMpLATE 0 ^ c. PROVIDE PERIMETER INSULATION AS PER CODE AT ALL FOUNDATION WALLS. To CONNECT INSULATING i AIRSPACE PROCTOR DENSITY. d. R-VALUES ARE SHOWN ON SECTIONS. Sedimentary and foliated rock 4,000 SHEATHING TO RIGID ATTIC FULL- °° METALJOIST Sand ravel and/or ravel(OW and GP 3,000 INSULATION BAFFLE. INSULATION LENGTH °° HANGERSOR 0 REINFORCING NOTES e. MOISTURE VAPOR RETARDANTS ARE TO INSTALLED ON THE WARM -IN-WINTER SIDE Y 9 9 { ) FOAM SEAL BOTH JOINTS WALL TREATED FRAMING CLIPS W x OF INS. IN ALL WALLS/FLOORS/ROOFS/CEILINGS IN ACCORDANCE w/SECTION R322. Sand,silty sand, clayey sand,silty gravel and clayey gravel STUDS CRIPPLE a.ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWN DEFORMED INTERMEDIATE f.INSULATION MATERIAL IS TO COMPLY w/SECTION R302.10 AND IS TO HAVE A FLAME (SW, SP, SM.SG,GM and GG) 2,000 A GRADE NEW BILLET STEEL CONFORMING TO ASTM A 615 GRADE:60 HAVING A DESIGN SPREAD INDEX NOT TO EXCEED 25 w/A SMOKE DEVELOPED INDEX NOT TO EXCEED _ - sTuos-Nor FOR DOORS � �I 450.TESTING METHODS MUST COMPLY w/ASTM E84 STD OR UL 723.ALL EXPOSED Clay, sandy clay,silty clay, clayey slit,silt and sandy silt / GQ STRENGTH OF 60,000 PSI. INSULATION ON ATTIC FLOORS ARE TO HAVE MIN.CRITICAL RADIANT FLUX OF 0.12 (CL, ML, MH and CH) 1,5000 GIRDER/POST/FOOTING CONN. b.TYPICAL COVER FOR ALL REINFORCING BARS BE THREE(3)INCHES FOR BARS PLACED AGAINST EARTH AND 2 FOR BARS PLACED AGAINST FORMS UNLESS WATT/CM.TESTING TO BE CARRIED OUT AS PER ASTM E970 STD.EXTERIOR OTHERWISE SHOWN. INSULATING FINISH SYSTEM TO COMPLY w/R703.9. ' GIRDER c.ALL BARS TO BE CONTINUOUS UNLESS SPECIFIC LENGTHS ARE SHOWN.ALL SPLICES NAILING SCHEDULE: Table Table 602.30)2(020 IRC CONTINUOUS BEAD OF SEALANT TO BE FORTY(40)BAR DIAMETERS MIN. WINDOW AND DOOR NOTES Note: This schedule does not include nailing for metal framing sthrops(see section 1 1/2"RIGID GIRDER TO S.S.P. COLUMN DETAIL'A' d.WELDED WIRE FABRIC(WWF)TO BE 6" x 6" SPACES,#10 x#110 GAUGE WHICH SHALL KCC CONSIST OF COLD DRAWN MEMBERS HAVING AN ULTIMATE STRENGTH NOT LESS THAN a.ALL WINDOWS AND SLIDING GLASS DOORS TO BE VINYL CLAD WOOD WITH for strapping and requirements section for rough opening framing INSULATION 0d N SERIES COLUMN CAP 10d NAILS ALL HOLES � 70,000 PSI.WWF TO BE PLACED AS SHOWN ON THE PLAN. INSULATED GLASS, SCREENS& LOCKS AS MANUFACTURED BY ANDERSEN OR requirements). O O e.ALL REINFORCING TO BE SECURELY FASTENED TO RESIST MOVEMENT DURING APPROVED EQUAL SIZES AND TYPES AS INDICATED ON PLANS. UNLESS All nailing is a general specification it applies unless otherrwise noted. wood POST � CONCRETE PLACEMENT. OTHERWISE NOTED, f. WELDED WIRE FABRIC OF EQUIVALENT STEEL AREA MAY BE SUBSTITUTED FOR ANY b.ALL EXTERIOR DOORS TO BE INSULATED METAL,AS MANUFACTURED BY PAU SERIES POST ANCHOR E"t REINFORCING BAR GRID. BENCHMARK,STANLEY OR EQUAL.SIZES AND TYPES AS INDICATED ON PLANS. Joint Description No. of Nails Nail Spacing O O i GRADE FULLY WEATHER-STRIPPED,LOCKS.UNLESS OTHERWISE NOTED. BOLTS LAG CONCRETE NOTES c.ALL INTERIOR DOORS TO BE 1 3/4"THICK,HOLLOW CORE, FLUSH BIRCH, U.O.N.ALL ROOF CEILING FRAMING GIRDER TO CONCRETE PIER DETAIL BOLTS t4) -- I _ CONCRETEFOOTING_-- a.ALL CONCRETE TO BE f'c=3,500 PSI @ 28 DAYS UNLESS OTHERWISE NOTED. DOOR JAMS AND BUCKS TO BE CLEAR PINE. - ANCHOR BOLT ZO -CONC.STEPS TO BE 3,500 f'C @ 28 DAYS Rafter to To Plate(Toe-Nall) (3)10d Common Per Rafter /8"%4pCx3 t/2"LONG LAG BOLTS CONTINUOUS WELD U b.ALL EXPOSED CONCRETE TO BE AIR ENTRAINED. C.SOIL VALUE ASSUMED AT=-1 TON PER SQ. FT.AT DEPTHS NOTED.SOIL CONDITIONS ENGINEERS NOTE - FOR ADDITIONS &ALTERATIONS ONLY Ceiling Joist to To Plate(Too-Nail) (3)8d Gammon Per Joist TO BE VERIFIED PRIOR TO CONSTRUCTION,WATER FRONT OR PROPERTIES IN CLOSE 6 A Ceiling Joist laps over Partition(Face-Nall) (3)16d Common Each Lap a PROXIMITY TO BEACH, CANAL, WATER,ETC.TO PROVIDE THIS OFFICE WITH TEST THE ENGINEER HAS BEEN RETAINED TO DESIGN AN ADDITION TO,RENOVATE OR LEGALIZE THIS o STA DARD BASE PLATES&CAPS RAFTERS TO RIDGE CONNECTION 0 HOLE DATA BY LICENSED OR CERTIFIED SOIL MECHANIC. EXISTING STRUCTURE. Ceiling Joist to Parallel Rafter(Face-Nail) Table R8025.2 Each Lap x d.BOTTOM OF EXTERIOR FOOTINGS TO BE T-0"MINIMUM BELOW GRADE. e.ALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL. Collar Tie to Rafter(Face-Nail) 3 10d Common Each End 4 LS268-6751bs. f. STEP FOOTINGS DOWN AS REQUIRED. MAXIMUM STEP FOOTINGS SHALL BE ONE BEFORE DESIGNING BEGINS,THE ENTIRE STRUCTURE IS MEASURED AND EXISTING CONDITIONS ARE � }'/2 POST ANCHOR DETAIL ���� DRAWN. THE BUILDING STRUCTURE AND ITS STRUCTURAL INTEGRITY ARE VISUALLY INSPECTED AND n FT 640lbs. VERTICALLY TO TWO HORIZONTALLY WHERE ELEVATIONS CHANGE, NOTED. POTENTIAL PROBLEMS AND HAZARDS ARE ADDRESSED AND REMEDIES ARE NOTED ON THE Blockin to Rafter Toe-Nall (3)ad Common Each End w2 UPLIFT r�t (0 g.WALL FORMS TO REMAIN IN PLACE IN PLACE 3 DAYS MINIMUM. PLAN. _ _ REFERENCE 3.3B tY1 Rim Board to Rafter End-Nail 2 16d Common Each End 2 FOR NAILING 8112 h.CURE AND SEAL ALL SLABS ON GRADE WITH 2 COATS HORN CLEAR SEAL OR EQUAL. �/2 1. F--1 0 i.CONCRETE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING FOR ALL WALLS AS NOT ALL EXISTING CONDITIONS OF A BUILDING ARE EASILY ACCESSIBLE FOR INSPECTION BY THE WALL FRAMING - - ° REQUIRED @ REQUIRED TO RESIST WIND AND CONSTRUCTION LOADS. ENGINEER. THEREFORE,ENGINEER'S LOOK FOR CLUES,FOR EXAMPLE:CRACKS,DIFFERENTIAL o CATHEDRAL CEILINGS ,`Z J.PROVIDE SAWED OR KEYED AND FORMED CONTROL JOINTS FOR SLABS AND WALKS ° IN ADDITION TO RIDGE W 'r3 SETTLEMENT,CRUMBLING ETC...SUGGEST THAT THE EXISTING FOUNDATION MAY BE FAILING OR To Plate to To Plate Face Nail 16d 24"O.C. per Foot 0 0 ON GRADE,AT 20'-0' MAXIMUM IN BOTH DIRECTIONS. SETTLING OVER TIME. THE FOUNDATION MAY NEED TO BE REPAIRED,REDONE OR REINFORCED,WHICH w k.PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR ELECTRIC,PLUMBING WILL BE SHOWN ON THE DRAWINGS. THIS IS ONE OF MANY OF THE ENGINEER'S ROLES IN A PROJECT. TYPICAL S A6 UPLIFT LiLl H 2" ° ° ° o STRAPPING 12112 yt�-� MECHANICAL,ETC.COORDINATE WITH OTHER CONTRACTORS, DRAWINGS,AGENCIES, To Plates at Intersections Face-Nail 2 16d Common Each End o o O � F-� ETC. CONNECTION INSTALLATION o 'Z 1.CONCRETE FOUNDATION WALLS TO BE CAST MONOLITHIC.NO HORIZONTAL JOINTS THIS ENGINEER HAS INSPECTED THE EXISTING STRUCTURE AND FINDS IT TO BE STRUCTURALLY SOUND Stud to Stud Face-Nail 16d 16"O.C. Each End I I SHALL E PLACED IN WALLS. AS FAR AS THE PARAMETERS OF THIS PROJECT. EVERY PRECAUTION HAS BEEN TAKEN TO INSUREL ° ® F�-+t w Q� THAT THIS STRUCTURE IS SAFE. IF A CONDITION IS DISCOVERED DURING DEMOLITION,CONSTRUCTION Header to Header Face-Nail 16d Common 16"o.c.along edges 2 ° m.ALL EXPOSED CONCRETE SLABS TO RECEIVE ENGINEERURAL FINISH AND OR INSPECTION BY A BUILDING INSPECTOR THIS ENGINEER SHOULD BE NOTIFIED IMMEDIATELY IN /� 4 ° ° W Q SCORING AS PER PLANS AND SPECIFICATIONS. WRITING SO THE CONDITION OR CONDITIONS CAN BE RECTIFIED. To of Bottom Plate to Stud End-Noil 2 16d Common Per Stud HURRICANE STRAP DETAIL n.NO CONCRETE OR MASONRY SHALL BE PERFORMED IN TEMPERATURES 40 DEGREES CROSS-SECTION PAU ° V1 c) F.OR LESS. NO CONCRETE SHALL BE CAST ON FROZEN SURFACES. Bottom Plate to Floor Joist,Band Joist,End RT30F tOd NAILS ALL HOLES ��� 16d Common 16"O.G.Face Nall � ��'j O o.NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN PERMIISSION FROM ENGINEER. PLUMBING NOTES Josit or Blocking(End-Nail) -995 lbs. UPLIFT o o j� p.ALL FOOTINGS TO BE 8"OR 6"PROJECTION ON EACH SIDE OF:FOUNDATION WALL R310 ESCAPE/RESCUE OPENINGS RC LS268&TMU26 ° N MIN. (2)#4 REBARS CONTINUOUS,UNLESS OTHERWISE NOTED(;SEE PLANS). a. PLUMBING TO CONFIRM TO STATE AND LOCAL CODES. Double Top Plate Splice(Face Nalle) (6)16d Each Side of Splice TYPICAL LIGHT SLOPE HANGER q.PROVIDE MINIMUM 2"x4" KEY BETWEEN FOOTINGS AND FOUNDATION WALL. b. PROVIDE SHUT OFF VALVES ON ALL SUPPLY LINES AT ALL FIXTURES. w c. INSULATE ALL SUPPLY LINES. REFERENCE 3.36 a.MINIMUM INSTALLATION @ 16"0/C r.CRAWL SPACE VENTS IN ACCORDANCE w/R408 ARE TO BE LOCATED WITHIN 3-0 34'CLEAR OF EACH CORNER OF THE BUILDING. FOR NAILING d.PROVIDE FROST PROOF HOSE BIBS AS PER PLAN MINIMUM 2 PER NEW RESIDENCE. FLOOR FRAMING OPENABLE AREA 20'CLEAR SIZE OF HANGER DETERMINED BY SIZE OF RAFTER s.ALL FOUNDATION WALLS AT BASEMENTS TO RECEIVE BITUMIMiOUS WATERPROOFING. e.ALL FIXTURES TO BE AMERICAN STANDARD, KOHLER OR APPROVED EQUAL, 5.7 SQ.FT.(SEE MINIMUM CARPENTRY NOTES FURNISHED& INSTALLED BY CONTRACTOR. EXCEPTION) f.PIPING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSEMBLIES ARE TO Joist t ill T PI r it r ac -N 3 8d Common Per Joist b.MINIMUM OPENING 0 a. ALL WOOD SILLS,BLOCKING,NAILERS,ETC.IN CONTACT WITHI MASONRY,CONCRETE OR COMPLY W/P2603. a- HEIGHT 24" TYPICAL UPLIFT CONNECTION I....I SOIL TO BE ACQ(TREATED). g.WATER& DRAINAGE PLUMBING IS TO BE INSTALLED IN ACCORDANCE w/SECT. rid in t oft(Toe-Nall) 2 8d Common Each End o c.MINIMUM OPENING {FOR OPENINGS) p�-t b.PROVIDE ALUM.TERMITE SHIELD&SILL SEALER AROUND ENTIRE PERIMETER. P2603.WOOD FRAME DRILLING&NOTCHING ARE TO BE IN ACCORDANCE wl INSTALLATION � ►�+ c.ALL NAILS,BOLTS,JOISTS HANGERS&FRAMING CONNECTORS TO BE HOT-DIPPED P2603.2. PIPE PROTECTION AGAINST PHYSICAL DAMAGE&CORROSION IS TO BE IS I cki to Joist(Toe-Noll) 2 8d Common Each End TYPICAL RT16T D d.MAXIMUM SILL � U OPENABLE GALVANIZED. TO BE IN ACCORDANCE w/P2603.2.1 &P2603.3.SEE P2603.4& P2603.5 FOR PIPES Each Block TRUSS/RAFTER TO DOUBLE�J o HEIGHT OF 44" AREA y ° GLE @16"O/C U H REA d.ALL JOISTS,RAFTERS HEADERS&GIRDERS SHALL BE DOUG Flit f'b 850 PSI MIN. IN FIRE RATED ASSEMBLIES AND THROUGH FOOTINGS/FOUNDATION WALLS. I ki t I r Plate -Nail 3 16d Common D e.MUST BE TYPICAL LSTA24 STUDS TO BE MIN. HEM FIR f'b 850 PSI. h.PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE COVERED w/A PLATE INSTALLATION @ 16"O/C O e.ALL SHEATHING SHALL BE 112" DOUGL,AS FIR EXTERIOR GRADE PLYWOOD,NAILED 6d SLEEVE 2 PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH IT,IN Ledger Strip to Beam Face-Hai 3 16d Common Each Joist OPERABLE 7 z LSTA24-9801bs.UPLIFT 20 GA. A t;) @ 6"O.C. 2 INTERIOR& INTERMEDIATE BLOCKING POINTS.COVERED WITH 15 LB. ACCORDANCE w/P2603.4. WITHOUT KEYS OR s.TSO.Fr� ,MINIM F� �� t t/4"xza" � Joist to ed er to Beam - ll (3)8d Common Per Joist GIRDER TO CONCRETE PIER DETAIL TOOLS MINIMUM MINIMUM BUILDING PAPER OR CELOTEX INFILTRATION BARRIER PROPERLY(TAPED&SEALED. i.PIPE SUPPORTS ARE TO COMPLY w/SECT.P2605.TABLE P2605.1 APPLIES,EXCEPT 9 f.ALL SUB FLOORS TO BE 3/4' PLYWOOD NAILED WITH TWIST MAILS @ 6" O.C. LEAD PIPE IS NOT TO BE USED.PIPE MATERIALS ARE TO COMPLY w/SECT.P2609. (End-Nall) 16d Common Per Joist MINIMUM SIZE WINDOW MINIMUM3IZE WINDOW CRIPPLE STUD g.ALL WALL CORNERS TO BE MIN. 3 STUDS NAILED 16d- 12'D.C. WHERE THE VOLUMES OF ROOMS AND SPACES ARE COMBINED FOR THE PURPOSE OF and Joist Joist h. HEADERS,TRIMMERS&JOISTS UNDER PARTITIONS TO BE DOUBLED BLOCK BETWEEN ,PROVIDING INDOOR COMBUSTION AIR,THERE SHALL BE AT LEAST TWO OPENINGS and Joist t ill r o Plate it 2 16d Common Per Foot ANCHOR BOLT DETAIL FOR20"CLEAR HEIGHT oa FOR2a'cLEARHEIGHT STRAP FOR NAILING 8 _ s¢- R FOR NAILING JOISTS UNDER PARTITIONS. BLOCK STUD WALLS @ 1/2 STORY(HEIGHTS&AT PROVIDED,ONE WITHIN 1 FOOT OF THE CEILING OF THE ROOM AND ONE WITHIN 1 FOOT TYPICAL UPHD8 INSTALLATION �< LHEArER UNSUPPORTED EDGES OF PLYWOOD. OF THE FLOOR FOR COMBINED USE OF INDOOR AND OUTDOOR AIR.SIZE OF VENTS Wood structural panels, suVoor, roof and interior waall sheathing to S FLOOR I ONNECTION IS REO'D.@ EA. ANCHOR BOLT-TO-PLATE t.ALL CAP PLATES TO BE DOUBLED&NAILED WITH 16d @ 12"0(C LAP CAP PLATES AT TO BE DETERMINED BY MANUFACTURERS SPECIFICATIONS. framing and particleboard wall sheathing to framing. END OF HEADER&@ BOTTOM OF CORNER. -TO-STUD CONNECTION 9 HEADER STUDS,IN ADDITION TO j.HEADERS OVER DOORS AND WINDOWS(JP TO 3'-0" WIDE TO BE(2)2x6 FOR OPENINGS See Table Rro02.3(3) for wood structural panel exte.,rior sheathing SHEAR WALLS ONLY- CONNECTORS @ WALL STUDS& THE CONSTRUCTION TYPE DESIGNATION SHALL BE "I", "II", @ TOP&BOTTOM OF CRIPPLES 3'-0"TO 5'-0" USE (2)2x8,UNLESS OTHERWISE NOTED. to wall framing (SLAB ON GRADE,ETC.) "III" "IV" OR "V"TO INDICATES THE CONSTRUCTION � k.FOR HEADERS OVER T-0" LONG USE DOUBLE JACK STUDS. ___...._... ..._._ _.._____ . ___.._.__, __ . _- ___..__..___ ._.-._..-.____:__._.._ _..__... .,.._.._..._..__..,...., t _....._____._..__..... ._.... . __._.. .. Intermediate UPHD8-3300lbs UPLIFT i Table R602.3 3 ; Edges CLASSIFICATION OF THE STRUCTURE UNDER SECTION 602 cv I.MIN.BEARING FOR JOISTS,BEAMS&STUDS TO BE 3 1/2". i ....... ......_.o-.w . _ . _ �..._.. ._.._....__.._.,........__._..__...,._•.__.__..._.. ...._. ._. ,.( ).....•._.. .,._ ...._..a.____........ ._.a...._, ....._._._. .._ -_..._ ._._..__-_.,........... _ (8)WS3 WOOD SCREWS Gd Common OF THE BCNYS m.PROVIDE SOLID BRIDGING MAX. 8'-0"O.C.IN ALL FLOOR CONSTRUCTION. A Requirements for Wood Structural Panel r.,.. .__. _.._......._._._.-. __._..._ ._ ___._,? 3/$"-1/2" G"o.c. 12"D.C. to FOR FLOOR TO FLOOR CONNECTION n. PROVIDE COLLAR BEAMS AT RAFTERS AS PER STATE&LOCAL.CODES. (16" o/c,@ T` tsd common OPENINGS6'-O"OR GREATER Z 4'-5"ABOVE ATTIC FLOOR) OR 1/3RD WAY DOWN FROM RIDGE Wall Sheathing used to Resist Wind TWO _.....__...._.._..___,.___.._____.....__..._..._.....,..._._ _..__._. . Pressures 19/32"-1" 8d Common 6"o.c. 12"o.c. STORYE o.ROOF FRAMING IS DESIGNED IN ACCORDANCE w/THE PROVISIONS OF CH.3 OF THE _.M_. .__.,_ _._...._n._. ,. . ._.,._._M.,._..._._.__..._.a._....,.. .,.........._..,..n..__...... . _... ....,._.....___ M__.._,.-._.__....,__.._...v...__._.- -_._..___r.._.,.-. _._ _i %C ANCHOR BOLT@3s oC APPLICATIONS E 2018 W.F.C.M. Minimum ( Minimum 1 VS"-11/4" 10d Common 6"o.c. 12"o.c. s/8% A � p.PARALLAM,MICROLLAM OR WOOD STRUCTURAL MEMBERS TO BE AS MANUFACTURED ? Wood ( Nominal I Maximum i i REFLECT( MINIMUM SHEAR WALL SEGMENT SIZE �, BY TJI CORP.OR APPROVED EQUAL. 1 Other wall sheathingVE WHITE ASPECT RATIO:H/L<3i y q.MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN,ACCORDANCE w/R502.1 Structural i Panel Wail Stud s WALL HT.(H) SEGMENT WIDTH(W) W o MATERIAL FOR LOAD BRIG.STUDS, PLATES,AND HEADERS ARE TO BE IDENTIFIED IN ; Panel Span € Thickness Spacing P 1/2"Structural Gellusic Fiberboard 1 1/2"Galy Roofing 3"o.c. 6"o.c. a 1 2 a" Iyr REFLECTIVE RED 9'1" 2'8" ACCORDANCE w/R602.1. 1 Shea Nail I Minimum Nail Rating (inches) (inches) Panel Nail Spacing _ Ultimate Design Wind Speed nr h thing PANTONE#187 10 1 3 0 r.STRUCTURAL FLOOR MEMBERS ARE NOT'TO BE CUT,BORED,OR NOTCHED IN EXCESS ~-~- ~~- - 25/32"Structural Gellusic Fiberboard 3/4"Goly Roofing = STUD TO FOUNDATION CONNECTION F THE IMITATIONS SPECIFIED IN FIG. R502.8.CUTS NOTCHES AND HOLES BORED IN q _.~_..,_.,- __,._....'_-.__-__._.w.~.._-t-.......__ .__ .._ '.-,.._..w..Wind exposure category -a„ ail 3"o.c. 6"o.c. 0 L ;.._._.,., ......•... ...... .._-__.__.._w _ .____.._.... .. .. _. s .... i p - SIMPSON MST27 20 GA.METAL STRAP, DESIGNATION FOR STRUCTURAL COMPONENTS TYPICAL UPHD8 INST( ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH Edges Field PENETRATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER,IN T o.c. 7 o.c. 12 MIN.ON sru0 SURFACE - THAT ARE OF TRUSS TYPE CONSTRUCTION DOWN W/ 5/8 READED ROD i Size Penetration In g (inches o.c. : inches o.c.); B._....__._ ` _...__C... ...a I �.._, SO TO COMPLY w/ ).,_.._. _. _...___. ). _._ IN 1/2"Gypsum Wallboard 1 1/4 Screws JILLATION II ACCORDANCE w/R502.8.2.STUD DRILLING& NOTCHING ARE AL _ HO i� II l i � 24/0 3/8_w 16 W..._ •_,-_....6..~,_._i..__.__b,.12...._.._._i.�___.•...w140.__..._...... __._.115 110 TYPICAL LSTA36 L H N R602.6. (SEE DETAIL) I ..... a___.... ...._. Gypsum Wallboard 15/8 Screws 7 o•a• 7 o•c• DING II II Lq N N FOR HANDRAILS ARE TO 18d Common: 1.75 _ l 5/8" OR EQUIVALENT W 6 Common, 24 16 7 16 i 16 i 6 170 140 135 FRAMING, IN HAVECGAPS THAT DO NOTCORDANCE w/ IALLOW PASSAGEON R312.1.3, QOF A 4UIRED Gm SPHERUARDS E 24 t . / _. _ / _ 24__ _ 6 _...__12. ..___ .__....._ _......_. __.z...___. FLOOR FRAM( INCLUDING NOTE: I-1 _., ...._._ i 1 110 Wood structural panels combination subfl1oor REFERENCE3.3B " ._.._e._ .140 s 1 5 ... ..,i FOR NAILING t.STAIR TREADS SHALL BE 1 1/4"'THICK CLEAR OAK,UNLESS NOTED. -- 1/ N "F" GIRDERS AND BEAMS MAY I N 14 --I u. INTERIOR TRIM SHALL BE CLEAR MATERIAL UNLESS OTHERWISE NOTED. 3/4"or Less 6d Common 6"o.ac. 12"o.c. ST OKE REQUIRED .. 3 ¢ Z WRAP STRAP AROUND " " �F F{1AM} FOR SHEAR O v.WALL&CEILING FINISHES ARE TO HAVE:A FLAME SPREAD CLASSIFICATION NOT SILL @16"OC ON EACH STUD ), 6 DIAMETER ), "FIR" Z A Q 2 A I 6"o.cc. 12"o.c. GREATER THAN 200 IN ACCORDANCE w/R302.9.4,& A SMOKE DEVELOPED INDEX TABLE R403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS Qnchesk, 7/8"-1" 8d Common 8/8"%96C ANCHOR BOLT@36"OC NOT GREATER THAN 450,IN ACCORDANCE w/R302.9.4.TESTIiNG METHODS MUST TRUSS SIGN NOTE:INSTALL TRUSS SIGN AT LOCATION OF INCOMING ELECTRIC SERVICE.CONTRACTOR TO FURNISH AND INSTALL COMPLY w/R302.9.3 V 1 1/8"-1 1/4" 6"o.Cc. 12"O.C. LSTA36-1,305 lbs.UPLIFT 18 GA.1 PROFESSIONALLY.FABRICATE AS DETAILED IN DWG. w.ALL CLOSET SHELVES TO BE CLEAR PINE UNLESS OTHERWISE NOTED. (p ing Common t/4"x36" w U Q A U LOAD-BEARING VALUE OF SOIL / TRUSS SIGNAGE REQ IF ENGINEERED WOOD ON PLANS x.PROVIDE 1 "WOOD CLOTHES ROD IN ALL CLOSETS. t,500 2,000 3,000 E4,000 For wood structural panel roof sheathing attached to gable encd roof framing and to FLOOR TO FLOOR CONNECTION SCALE: y.CERAMIC TILE SURFACES& INSTALLATION ARE TO COMPLY w/'R702.4,OTHER Conventional Ilght-frame construction intermediate supports within 48 inches of roof edges and ridgms,nails shall be spaced REQUIRED FOR UPLIFT 1/4" = 1 FINISHES TO COMPLY w/R702.5,&R702.6. I-story 12 12 12 12 at 6 inches on center where the ultimate design wind speed is less than 130 mph and z.ANY CHANGES TO THE STRUCTURE SHOULD BE BROUGHT TO T-HE ATTENTION OF THE 2-story 15 12 12 12 shall be spaced 4 inces on center where the ultimate design wirind speed is 130 mph or (WOOD SHRINAL KAGE NAILS END EPICA ENGINEER BEFORE CHANGES ARE MADE TO THE STRUCTURE ON SITE. 3-story 23 17 12 12 (WOOD SHRINKAGE m 12^ YPICAL greater but less than 140 mph MAY OCCUR AND `P CAUSE STRAP TO 0 .PJ• 4-Inch brick veneer over light frame or 8-inch hollow concrete masonry BUCKLE OUTWARD) v TA Tk i-story 12 12 12 12 go ROOFING/SIDING NOTES 2-,Story 21 16 12 12 RAFTER TO DOUBLE TOP PLATE DETAIL TYPICAL STUD PLATE TIE SERIES - SP4 FLOOR TO FLOOR CONNECTION m n a.ROOF COVERING MATERIALS ARE TO COMPLY w/SECTIONS R902, R904,& R905 AND 3-story 32 24 16 12 ARE TO BE IDENTIFIED IN ACCORDANCE w/R904.4.ROOF DRAINS ARE TO BE INSTALLATION @ 16" D.C. INSTALLED IN ACCORDANCE w/R903.4.DRAWINGS AND DETAILS TO BE SUBMITTED. FOR NAILING PROP (CANTILEVER CONDITIONS) CLEARS N �� 77006 8-Inch solid or fully grouted masonry DOUBLE LVL b.ASPHALT SHINGLE UNDER-LAYMENT IS TO COMPLY w/SECTION R905.2.3.SELF SEAL 1-story 16 12 12 12 FASTENERS: -10dX1 112 TO STRIPS AND FASTENERS ARE TO COMPLY w/R905.2.4&R905.i2.5.DETAILS OFUPU 2-story 16 21 14 12 RAFTERS/TRUSS INSTALLATION @ 16"o/c TYPICAL LSTA p'�OFESStO�P� ASPHALT SHINGLE ROOFING INSTALLATION ARE TO BE SUBMITTED. FOR ROOF SLOPES 3-story 42 32 21 16 FASTENERS:10-1 OdX1 1/2 TO EXIST 2X4 STUD WALL @t 6"D.C. TYPICAL KST237 z LSTA24-I I/ lbs." PLATES I "/16" LSTA24-9801bs.UPLIFT20GA. DWG. NAME: OF 4/12, DOUBLE UNDER-LAYMENT IS REQ D. IN ACCORDANCE w/R905.2.7.THE REQ D 20 GA.1 1/g^x2a^ UNDER-LAYMENT IS TO CONFORM w/AS•TMD226,D 1970,D48169,AND D6757,AND IF For 91:1 Inch=25.4 mm,1 pound per square foot=0.0479 kPa. t t/4"x2a" DETAILS � 'm APPLICABLE,TYPE CLASSIFICATION INDICATED IN ACCORDANCE w/TABLE R905.1.10) DOUBLE EXISTING 2X4 SILL END LENGTH c.FOR ROOF SLOPES,ICE PROTECTION THAT CONSISTS OF AT LEAST 2 LAYERS OF TOP PLATE PLATE PROVIDE BLOCKING 1"MIN. a 12" PICAL & NOTES UNDER-LAYMENT CEMENTED TOGETHER,OR A SELF ADHESIVE POLYMER MODIFIED a.Where minimum 1mchfoot no width is cr Inches,use of i single wytte of solid or BITUMEN SHEET,IS TO BE USED&IS TO(EXTEND FROM THE EAV�E'S EDGE TO 24"MIN. fully grouted 12-inch nominal concrete masonry units is permitted. z -I PROPOSED 2X4 DOUBLE TOP INSIDE THE EXTERIOR WALL LINE OF THE BUILDING IN ACCORDAINCE w/R905.2.7.& a.0 PLATE m FLOOR-TO-FLOOR DWG. NO.: REFERENCE 3.3B REFERENCE 3.38 FOR NAILING INSTALLATION @ 16"O/C) FOR NAILING R905.1.2. 12"MIN. d.FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT AND INSTALLED IN a 7 1 ACCORDANCE w/R703.8,R903.2,& R905.2.8. 2X4 STUD WALL @ 16" e.HOUSE WRAP MATERIAL OR BUILDING FELT&IT'S INSTALLATION ARE TO COMPLY w/ D.C. I. STRAP T R703.2 i I- PROP 2X4 STUD WALL @16"O.C. A - 1 EACH STUD f.WEATHER RESISTANT SIDING ATTACHMENT AND MIN.THICKNESS ARE TO COMPLY w/ TYPICAL H16 -1470 lbs. UPLIFT (0.1481 v2?^ _ R703.3.2. TRUSS/RAFTER TO DOUBLE arias"xl 1)/2') WALL TO CRIPPLE WALL CONNECTION PLATE INSTALLATION PAGE 1 OF 2 N 00 d' O� Ex.Window to Remain (" M V 00 M Replace Ex.Windows w/ 18'-3" lu ro�D (4)2630 Double Hung (2)2 x 10 Hdr .. N Pantry (4)2630 DH Proposed Ext Deck 14'-0" (2)2 x 10 Hdr X ° ° 00 Ex.Window to Re Enclosed Porch cfl , , E .Wi RemdM _ { i UCD 0 0 Kitchen n Bedroom ;•.' Replace Ex.Windows w/ Bath i (2)2066 Patio Doors (2)2 x 12 Hdr i 1 i 1 --- - ------- - - ---- � Bath Dining Room New 2 x 8 Wet Wall `a ; ; closet O O Proposed B ith 11 �: 15'-6" 1 1 1 C/) Repair/Replace damaged siding and sheathing as needed 3 Cellar Entrance W = Bedroom cv 13 n H at o Z m 11'-7 a 14'-10" Bedroom N O '�° d X m ' p Uving Room O U Construction Notes ___—__ a m a Ex.Window to Remain Ex.Window to Remain 0 �' _ - 17-8" 1. Exterior siding and sheathing to remain only domageedl individual pieces to be replaced. ----- - - --- Q 2" The only windows being replaced are noted. f Ubrary 3. The front poch roof and associated details to remain only the floor framing to be replaced. ►x �4 4. The floor plan layout to remain the some except as indicated on the plan. Closet n H 10 5. No structural work other than new headers, porch repair and bathroom framing as shown the plan O to be completed. �-+ +� ------ - Ex.Window to main Ex.Windows to Remain (� ^ 0 F-1 z --- -- 2nd Floor Plan -------- ------- � W OZZ ° w w (2)Treated 2 x 8 (2)Treated,2 x 8 W Existing Roof Framing to Remain _ _ - - - Q m Existing Details to Remain Replace Ex.5 x 5 Post s w w/New 5 x 5 Posts 2x8FJ@16 CI Z H t X x h F a O -5„ L U U � H 1st Floor Plan � w X A U w 1 , 1 N N_ VI z O 1 �+ U W O aI 4- 'O 1 A= EJ 4"VIR 4"VIR 2 x 8 FJ 0 16 to Roof i9 Reno. 2nd Floor Bath Prop. 2nd Floor Bath , 211 I N V 0 G , W Treated 2 x 8 DJ `U LAV W G. W LAV Connected toTreated Ex.2nd Floor 21 2 x 8 Lagged to Framing Z A Z � 11 1/2"Las 16"O.C. A 311 .j`„ 3 Z i� i1 g . . AW 4' w U Q A U SCALE: 1/4" = 1 ' Relocated Kitchen Sink Prop 15t Floor Bath 11 2 LAV " Treated 2 x 8 DJ 19 16 tv Treated 2 8 DJ } Connected oTreated ` Tub W.0 Treated 2 x 8 DJ @ 16 2 x 8 Lagged to Framing Ex. lot Floor 1 N 1/2" Lags 1 " O.G. r- W 1 411 77006 (2)Treateed 2 x 8 iQ r1p' A�FESS10 To Ex. Septic 5y5tem DWG. NAME: 1�lumbing f�i5er Diagram X CID cc G =Treated2 x 8 DJ @ 16 (14 X X X PLANS N. 1T.✓. 7L7 cV W Diam PC Post Ftg t FL H w/Treated 6 x 6 Post Treated 2 x 8 DJ @ 16 DWG. NO.: w/PB Post Base(typ.) N (2)Treated 2 x 8 A - 2 Foundation Plan [—PAGE 2 OF 2 DO TOP PLATES RAFTER \ �\ \` \ 2X TOP PLATES OVERLAP AT I ` \ CORNER LOCKING WALLS DD CRIPPLE NOTCHED \ \AKE \\ TOGETHER STUDS WALL �\` SINGLE OR DOUBLE 16 GA PLATE STEIEDSTIRAP. USE SPLICE PLATES ( y M CUT /STAGGER JOINTS 24 IN.OR vv CONTINUE STUDS ` ��\ TOP PLATE SEE SECTION R602.6.1 / SEE SECTION R602.3.2 �p WALL STUD OM (ALIGNED \\ \\ f SPACING STUDS n1 WITH \\ BELOW) DOUBLE 2X CEILING `\\ FULL-HEIGHT STUDS HEADER WITH JOIST \\`� ADJACENT TO HEADER V +%"1• PLYWOOD \ SEE SECTION SPACER �\\ R602.7.5 BETWEEN END \`� FIREBLOCK AROUND JOISTS OR APPROVED � RAFTER `� \ PIPE RAFTERSANocEluNG TRIMMER \ HEADER— Roof rTatus g„ STUD \\ SEE TABLES R602.7(1) , AND R602.7(2) KING STUD JACK TOP « T i TRIMERS STUDS OR TOP PLATE SE CMNO G ANDIOfyS i SEE DRILLING AND u I SECOND STORY SECTION Aso2A.t ^� II i . WALL STUDS SEE SECTION R602.3 NOTE WALL STUD- f JOIST I S PERMI SEE DRlLUWO AN a Provides maximum nailing surface on interior and extlerior walls. RAKE WALL DETAIL—PLATFORM 2X WALL STUDS BE CUT N THESE SECTINNPM28 SIGNS FLOOR Jg9T— BETWEEN tHEBE UMrt'S SECTION R80Y 9 ` 2X4 BEARING WALL—!,HEADER DETAIL FRAMING SEE \\ f '• Mti NOTCHING PROVISIONS . TOP PLATE FRAMING DETAIL SOLID BLOCKING BOTTOM PLATE sEctIONR502.e BOTTOM "J� "! SPAN JOIST NAILED TO ha ' PLATEIV TOP PLATE O T ' STUD FLOOR JOISTS N T N (—a]'KN6T FOR BLOCKING AND BLOCKING BFBDgfVG-SEE I IN,x 4IN.RBSON C SUBFLOOR SECTION RSOQ.7 SERE INTO CTIONRsota FOUNDATION E-•' - FIRST RAFTER --- -------i CRIPPLE WALL— A OF PAIR NAILED SEE SECTION R602.9 O WALL o I H TWO NAILS SILL PLATE ------- — BEARING oo d FOR r,RIDGE I I ----------- W Iol 16d I'OR 2"RIDGE) I -- — FOUNDATION UPJgST$IN.MIN, µr k I L---_-- — ----..----- - WALLSTUDS BAND JOIST BOTTOM PLATE LAPJOIOR T3INEE C7 Z un SECOND RAFTER 1 IN.BY 4 IN. OR BLOCKING SECTIONMM.s.t SEE SECTIONFW?.S OF PAIR DIAGONAL BRACE ANCHOR BOLTS EMBEDDED IN FOR FIRE BLOCKING ,�� NAILED LET INTO STUDS FOUNDATION 6 FT.O.C.MAX. SILL PLATE JOIST WITH ONE it r CRAWL SPACE OR SUB FLOOR BASEMENT MONOU7HIC FOUNDATION SLAB-ON-GRADE 10 d AND ONE 10 d CORNER AND PARTITION POSTS fouNwnoN TOENAIL «• INTERMEDIATE PLATFORM FRAMING BEARING WALL RAFTER TIE BALLOON FRAMING OR COLLAR 4 mm,1 foot=304.8 mm, Uj FOUR EI d AT EACH RAFTER APPLY0 EXTERIOR WALLS WITH I IN.BY IN. RACES LET NOTE:ATHIRD STUD AND/OR PARTITION INTERSECTION TYPICAL WALL,FLOOR AND NDROOF FRAMING Q INTO STUDS AND PLATES AND EXTENDING FROM BACKING STUDS SHALL BE PERMITTED TO BE OMITTED ROOF PEAK BOTTOM PLATE TO TOP PLATE,OR OTHER THROUGH THE USE OF WOOD BACKUP CLEATS,METAL a APPROVED METAL STRAP DEVICES INSTALLED IN DRYWALL CLIPS OR OTHER APPROVED DEVICES THAT ACCORDANCE WITH THE MANUFACTURER'S WILL SERVE AS ADEQUATE BACKING FOR THE FACING SPECIFICATIONS.SEE SECTION R602.10, MATERIALS. z 0 U PLATE inch=25.4 mm.I foot=304.8 mm. A FIGURE R602.3(2) Two Is d FRAMING DETAILS a AIN. GEI STEEL TO O.C. CER AT STUD ' 0 w s WILL I~ O CE ODOR F+i STAGGERED O z SOLE 'LATE •10d ^ r+ WALL STUD 7"Spray Foam R 75/in In Rafter Bays R-53 Insul O W p! N D New Asphalt Shingle Roof w H SOLE F �— H W o PARTITION TO WALL a O CONNECTION r-I 1rI � E"I W � 2 x 4 5tudwall 916 OC 2 x 4 Plate A U w/1/2"Greenboard on the R-30 Insul 1/2"Drywall Replace Damaged Skiing Inside 1/2 Drywall on as Needed Replace Damaged Siding Outside A FILLER' BLOCK as Needed 1/2" Drywall e ONE 16 d 1/2"Greenboard in TO FILLER u 3"Spray Foam R 7.Ins Bathrooms R-23 Insul BLOCK THREE 16 d 2 x 4 Plate TO FILLER BLOCK N Treated 2 x 6 DJ Connected toTreated z 2 x 8 Lagged to Framing (2)2 x 8 FJ under Wall 1/2"Drywall 1/2"Drywall 0 1/2"Lags 16"O.G. 3"Spray Foam R 7.5M crn R-23 Insul Treated 2 x 6 DJ Replace Ex.5 x 5 Post W o 2TS d 1/2"Drywall O C ERED Connected toTreated w/New 5 x 5 Post VERTICAL (2)Treated 2 x 8 2 x 8 Lagged to Framing 1/2"Lags 16"O.C. THREE: 16 d m TO FILLER g 10 d TOE- BLOCK (2)Treated 2 x 8 o Lq N N � NAILED TO SOL "• SOLE _ .•�- x I r I � .-- N Treated 2 x 8 DJ @ 16 A A z b A A 5"Spray Foam R 7.5/in in a A C7 d x 14"Diam PC Post Ftg R-38 Insul w U A 04 A U STUD A TO HAVE SAME NAILING w/Treated 6 x 6 Post TO FILLER BLOCK AS STUD a 14'Diam PC Post Ftg SCALE: w/PB Post Base(typ.) w/Treated 6 x 6 Post 1'-2" 1/A It = 1 t CORNER POST Treated 2 x 8 DJ @ 16 w/PB Post Base(typ.) WALL WOOD BACKER STRIP v STUDS 'I X OR 1/2" PLYWOOD, NAILED IN PLACE BEFORE IDCTERIOR :SHEATHING APPLIED 77006 Vo�a�, DWG. NAME: PLANS ILI DWG. NO.: CORNER BLOCKING DETAIL INSULATED WALL DETAILS A - 3 PAGE 3 OF 6 N 00 d. M en M t, Li d' x `a I•{r,. c } Jt a1. O H � A O O H z H a z O U A a x H Z O O w � w � z UZ o O Z zw � wo p� N w H zZ w O a O as x u H w � A U �o N N z 4 O > w x L O N N � � Z A Z SCALE: 0 E Lj L r W 77006 ca FESSIO DWG. NAME: ELEVATIONS DWG. NO.: A - 4 PAGE 1 OF 1 -� vt N 00 't MINIMUM 235#ARCHITECTURAL ROOF SHINGLES, M COLOR TO BE SELECTED BY OWNER— 00 INTERIOR 30#BLDG FELT M CONTINUOUS BEAD OF CONDITIONS 1/2"CDX PLYWOOD SHEATHING ADHESIVE D SPACE CONTINUOUS BEAD OF ROOM ABOVE GARA E ROOF RAFTERS SEE PLAN FOR TYPE SIZE AND SPACING) MIN. 1"CLEAR SPACE FOR VENTING OF INSULATION SEALANT CAVITY R-30 BATT INSULATION . INSULATI C IT SU TIO CEILING JOISTS(SEE PLAN FOR TYPE,SIZE AND SPACING) - - - - - - - CONTINUOUS BEAD OF ON 1 1/4"X 20 GAGE STEEL STRAP @ EACH STUD. (4) 8d COMMON NAILS IN EALANT EACH END AS PER TABLE 3.3B OF WOOD FRAME CONSTRUCTION MANUAL DRYWALL CAULKED,GLUED ' r WOOD FRAME OR ALUMINUM GUTTERS AND LEADERS I OR GASKETED TO PLATE ASSEMBLY CON INUOUS BEAD OF SOFFIT VENTING WITH INSECT SCREEN EXTERIOR SHEATHING CAULKED,GLUED SEALANT WOOD FRAME LOOR 2-2'W"TOP PLATt�---- OR GASKETED TO TOP PLATE ASSEMBLY FIRESTOPPING (ALL WALLS FLOORS AND CEILINGS))AS PER CODE. INSULATED DEMISING 1 1/2" RIGID INSULATION 1/2"GYPS%BOARD ; CONTINUOUS BEAD OF WALL TYVEK OR EQUAL VAPOR BARRIER CLADDING SEALANT SAME FOR FLOOR ABOVE GARAGE 1/2" EXTERIOR PLYWOOD SHEATHING TAPED OR SEALED JOINTS ;' i 1 INTERIOR CONDITIONE UNCONDITIONED SPACE SIDING,TYPE AND COLOR TO BE SELECTED BY OWNER I IN EXTERIOR SHEATHING SPACE 1" RIGID INSULATION R-5 —�- J 2"x4" WALL STUDS @16"O.C. R-15 BATT INULATIO AIR SEALING @ UPPER EXTERIOR SHEATHING CAULKED, GLUED OR 2"x4"SASE PLATE � i GASKETED TO BOTTOM PLATE o AIR SEALING @ UPPER CONTINUOUS BEAD OF FLOOR RIM JOIST 1 1/4"X 20 GAGE STEEL STRAP(4) 8d COMMON NAILS IN EACH END AS PER I 4NISHED7,7L � TYPICAL FLOOR CONSTRUCTION: ML SEALANT TABLE 3.3B OF WOOD FRAME CONSTRUCTION ANUA FLOOR RlIM JOIST CONTINUOUS BEAD OF FLOOR 3/4" T&G PLYWOOD FLOORING SCREWED AND GLUED TO A R JOISTS (SEE PLAN FOR TYPE, SIZE AND SPACING) 1/2" S SEALANT SHEETROCK WITH TAPE AND 3 COATS OF SPACKLE W O CONTINUOUS MINIMAL SIMPSON LTP4 @ 16"O.C.FROM RIM JOIST TO PLATE.TO I BE FASTENED AS PER SIMPSONS RECOMENDATIONS. EXTERIOR SHEATHING CAULKED, EXPANDING FOAM AT Q WINDOW PERIMETER 2-2"x4"TOP GLUED OR GASKETED TO TOP PLATE WINDOW UNIT AS AIR FIRESTOPPING(ALL WALLS FLOORS AND CEILINGS) TAPED OR SEALANT OVER JOINT IN r' EXTERIOR SHEATHING BARRIER AS PER CODE. 1 1/4"X 16 GAGE TRIPLE COATED ZINC STEEL STRAP LAPPED UNDER BOTTOM PLATE WITH I TAPED OR SEALED JOINTS IN CONTINUOUS MINIMAL (4) 8d COMMON NAILS AT STUD AND(4) 8d COMMON NAILS AT RIM JOIST AND SILL FOR A I EXTERIOR SHEATHING EXPANDING FOAM AT TOTAL OF 8,AS PER TABLE 3.3B OF WOOD FRAME CONSTRUCTION MANUAL WINDOW PERIMETER (ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HOT DIPPED GALVANIZED) STRAPS TO BE WRAPPED UNDER WOOD SILL. WOOD FRAMING Z PER CONTINUOUS BEAD OF SEALANT MANUFACTURED RECESSED MANUFACTURERS LIGHT ENCLOSURE ZW"BASE I EXTERIOR SHEATHING CAULKED,GLUED OR GASKETED REQUIREMENTS SIMPSON LTP4Z @ 16" O.C. FROM RIM JOIST TO SILL.TO21 I TO BOTTOM PLATE BE FASTENED AS PER SIMPSONS RECOMENDATIONS. I /�:TYPICAL FLOOR CONSTRUCTION: Z SPECIFIED ATTIC INSULATION (ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HOT I 3/4"T&G PLYWOOD FLOORING SCREWED AND GLUED TO FLOOR JOISTS CONTINUOUS BEAD OF DIPPED GALVANIZED) (SEE PLAN FOR TYPE,SIZE AND SPACING)R-30 BATT INSULATION O U ADHESIVE (2) 2"x6" .25 ACQ WOOD SILL PLATE (AND SILL SEALER)ANCHORED TO CONTINUOUS BEAD OF CONCRETE FOUNDATION WALL W/ 5/8 DIA. HOT DIPPED GALVANIZED ANCHO SEALANT BOLTS WITH 3" SQUARE HOT DIPPED GALVANIZED WASHERS @ 23"O.C.MINIMUM ►-a 7" EMBEDMENT(NOT MORE THAN 12" EA.WAY FROM CORNERS). EXTERIOR SHEATHING CAULKED, COPPER TERMITE *NOTE: GLUED OR GASKETED TO SILL PLATE H ALL STRAPPING SHALL BEAR MIN. SHIELD SILL PLATE INSTALLED OVER �i SILL GASKET O DRYWALL EXPANDING FOAM1 SEALANT 1 Z ON STUD RAFTER FACE ETC. INSULATED CEILING AT PERIMETER EXTERIOR STUD CONTINUOUS BEAD OF RECESSED LIGHT FIXTU CONTINUOUS BEAD OF TYPICAL FOR ALL LOCATIONS. � WALL SEALANT O w SEALANT NEW CONCRETE FOUNDATION WALL W/DAMPROOFING AND(2) H o CONTINUOUS SEAL SEALER, INSTALL INTERIOR FULL WIDTH OF MUDSILL 11 #5 REINFORCING RODS TOP AND BOTTOM. A z SHEATHING PRIOR TO 4 THICK CONCRETE SLAB WITH 6 x6 #1 O/#10 a/ INSTALLATION OF PRE- FOUNDATION WALL AS AIR SEALING @ ATTICW.W.M.OVER 6 MIL.POLY VAPOR BARRIERrrAIR BARRIER C V rL+ FAB FIREPLACE UNIT 1/2 EXPANSION JOINT FILLS O H CONCRETE SLAB AS AIR 1 -4 x 8 DEEP CONCRETE FOOTING W/KEY z PREFAB FIREPLACE BARIER RECESSED LIGHTING WAY AND(3)#5 STEEL REINFORCING RODS. - - - - - - - w ^ UNDISTURBED SOIL UNIT • a/ H - _ O W o -*NOTE: r• l `O SHADED COMPONANTS P N DESIGNATED AIR FLOW TYPICAL WALL SECTION AND FLOW RETARDER DETAIL FwTwil ..l RETARDER SYSTEM. AIR SEALING @ SPECIFIED ATTIC INSULATION SCALE: 3/4"=1'-0" z Z w o � EXTERIOR WALL a o 1 1/2" RIGID u U INSULATION F.. W a A U FINISHED CEILING FINISHED CEILING CONTINUOUS BEADS OF ACCESS PANEL TRIM OVERHANG 1 i/2 INT 7::: SEALANT ACCESS PANEL TO FIT OPENING TO SUPPORT PANEL CONTINUOUS SEAL SEALER, TIGHTLY ON FRAME AND FULL WIDTH OF MUDSILL JOINT SEALANT TAPE ALL SIDES AIR SEALING @ ATTIC HATCH 0 AIR SEALING @ PRE-FAB FIREPLACE PLATFORM W Ix PLUMBING CONTINUOUS BEAD OF o PIPING SEALANT EXPANDED FOAM TOP PLATES �' N SEALANT 6 TOP PLATES cv w z A A a A EXPANDED w U A A v FOAM EXPANDED PROVIDE BLOCKI G A S UD SCALE: SEALANT FOAM CAVITY ALL SID S 1/4" = 1 ' SEALANT CONTINUOUS TUB UNIT PLUMBING BEAD OF THIN-PROFILE WALL PIPING ELECTRICAL SEALANT SHEATHING WIRE CONTINUOUS WALL STUDS BEAD OF NTt D 0 NI AL T r' W WALL STUDS SEALANT WI DOW RIME R .0 77006 5 OD ME OR 'Q�FESSIONP SEMB DWG. NAME: CONTINUOUS BEAD OF M E P SEALANT AIR SEALING @TOP PLATE AIR SEALING @PLATE NOTES PLUMBING PENETRATION ELECTRICAL PENETRATION DWG. NO.: AIR SEALING BEHIND TUB MEP - I PAGE 5 OF 6 �t ' N 00 MINIMUM 235#ARCHITECTURAL ROOF SHINGLES, COLOR TO BE SELECTED BY OWNER 00 30#BLDG FELT Wood Backer Strip 1x or 1/2"Plywood Nailed in Place Before Exterior Sheathing 1/2"CDX PLYWOOD SHEATHIN Applied ROOF RAFTERS(SEE PLAN FOR TYPE,SIZE AND SPACING). MIN. 1"CLEAR SPACE FOR VENTING OF INSULATION_ '' R-30 BATT INSULATION 2 x 4 Wall Studs CEILING JOISTS(SEE PLAN FOR TYPE,SIZE AND SPACING) - - - - - - - ". 1 1/4"X 20 GAGE STEEL STRAP @ EACH STUD. 4 8d COMMON NAILS IN i Wall insulation EACH END AS PER TABLE 3.3B OF WOOD FRAME CONSTRUCTION MANUAL DRYWALL CAULKED GLUED ALUMINUM GUTTERS AND LEADERS OR GASKETED TO PLATE INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT a SOFFIT VENTING WITH INSECT SCREEN- EXTERIOR SHEATHING CAULKED,GLUED 2-2"x4"TOP PLAT I OR GASKETED TO TOP PLATE CLIMATE FENESTRATION !SKYLIGHT b GLAZED CEILING WOOD MASS FLOOR BASEMENT c SLAB d CRAWL < FIRESTOPPING(ALL WALLS FLOORS AND CEILINGS)-AS PER CODE. ZONE U-FACTOR b IU-FACTOR FENESTRATION R-VALUE FRAME WALL R-VALUE WALL R-VALUE SPACE c 1/2"GYPSUM BOARD i SHGC b,e WALL R-VALUE i R-VALUE WALL < TYVEK OR EQUAL VAPOR BARRIER R-VALUE R-VALUE CLADDING 1/2"EXTERIOR PLYWOOD SHEATHING"---- TAPED OR SEALED JOINTS 4 EXCEPT MARINE 0.35 0.55 0.40 49 20 OR 8/13 19 10/13 10,2 ft. 10/13 SIDING,TYPE AND COLOR TO BE SELECTED BY OWNER I IN EXTERIOR SHEATHING 13+5 h 1"RIGID INSULATION R-5 FOR SI:1 FOOT-304.8 mm 2"x4" WALL STUDS @16"O.C. --- I R-15 BATT INULATION--- 8. R-VALUES ARE MINIMUMS.U-FACTORS AND SHGC ARE MAXIMUMS.WHEN INSULATION IS INSTALLED IN A CAVITY WHICH IS LESS THAN THE LABEL OR DESIGN THICKNESS OF THE INSULATION,THE INSTALLED R-VALUE OF THE INSULATION SHALL NOT BE LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. b. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS.THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION.EXCEPTION:SKYLIGHTS MAY BE EXCLUDED FROM GLAZED FENESTRATION SHGC REQUIREMENTS IN EXTERIOR SHEATHING CAULKED, GLUED OR CLIMATE ZONE 1 THROUGH 3 WHERE THE SHGC FOR SUCH;SKYLIGHTS DOES NOT EXCEED 0.30. C. "15/19"MEANS R-1 5 CONTINUOUS INSULATION(ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-19 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL."15/19"SHALL BE PERMITTED TO BE MET WITH R-13 2"x4"BASE PLATE GASKETED TO BOTTOM PLATE o CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT VWALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME."10/13"MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION AT THE INTERIOR OF TINE BASEMENT WALL. 1 1/4"X 20 GAGE STEEL STRAP(4) 8d COMMON NAILS IN EACH END AS PER I FINISHED FL E., d. R-5 SHALL BE ADDED TO THE REQUIRED SLAB EDOGE R-VALUES FOR HEATED SLABS.INSULATION DEPTH SHALL BE THE DEPTH OF THE FOOTING OR 2 FEET,WHICHEVER 1S LESS IN CLIMATE ZONE 1 THROUGH 3 FOR HEATED TYPICAL FLOOR CONSTRUCTION: y, SLABS. TABLE 3.3B OF WOOD FRAME CONSTRUCTION MANUAL z e. THERE ARE NO SHGC REQUIREMENTS IN THE MARIONE ZONE. 3/4" T&G PLYWOOD FLOORING SCREWED AND GLUED TO A f. BASEMENT WALL INSULATION IS NOT REQUIRED IIN WARM HUMID LOCATIONS AS DEFINED BY FIGURE R301.1 AND TABLE R301.1. C) g. OR INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY,R-19 MINIMUM. FLOOR JOISTS (SEE PLAN FOR TYPE, SIZE AND SPACING) 1/2" __ O h. THE FIRST VALUE IS.CAVITY INSULATION,THE SECOND VALUE IS CONTINUOUS INSULATION,SO"13+5"MEANS R-13 CAVITY INSULATION PLUS R-5 CONTINUOUS INSULATION. CORNER BLOCKING DETAIL SHEETROCK WITH TAPE AND 3 COATS OF SPACKLE w O I. THE SECOND R-VALUE APPLIES WHEN MORE THANHALF THE INSULATION IS ON THE INTERIOR OF THE MASS WALL SIMPSON LTP4 @ 16"O.C.FROM RIM JOIST TO PLATE.TO A � INSULATED WALL DETAILS BE FASTENED AS PER SIMPSONS RECOMENDATIONS. i EXTERIOR SHEATHING CAULKED, 2-2"x4"TOP GLUED OR GASKETED TO TOP PLATE I FIRESTOPPING(ALL WALLS FLOORS AND CEILINGS) I TAPED OR SEALANT OVER JOINT IN EXTERIOR SHEATHING AS PER CODE. 1 1/4"X 16 GAGE TRIPLE COATED ZINC STEEL STRAP LAPPED UNDER BOTTOM PLATE WITH 31�� (4) 8d COMMON NAILS AT STUD AND(4) 8d COMMON NAILS AT RIM JOIST AND SILL FOR A TAPED OR SEALED JOINTS IN TOTAL OF 8,AS PER TABLE 3.3B OF WOOD FRAME CONSTRUCTION MANUAL I EXTERIOR SHEATHING (ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HOT DIPPED GALVANIZED) STRAPS TO BE WRAPPED UNDER WOOD SILL. E~ z Chose Compliance Method 2"x4"BASE I EXTERIOR SHEATHING CAULKED,GLUED OR GASKETED a SIMPSON LTP4Z @ 16"O.C. FROM RIM JOIST TO SILL.TO I TO BOTTOM PLATE Total UA Alternative See RESCHECK Analysis (Attached) BE FASTENED AS PER SIMPSONS RECOMENDATIONS. TYPICAL FLOOR CONSTRUCTION: 2 x Material Hdr (ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HOT 3/4"T&G PLYWOOD FLOORING SCREWED AND GLUED TO FLOOR JOISTS 0 DIPPED GALVANIZED) (SEE PLAN FOR TYPE, SIZE AND SPACING) R-30 BATT INSULATION U (2) 2"x6" .25 ACQ WOOD SILL PLATE(AND SILL SEALER)ANCHORED TO CONCRETE FOUNDATION WALL W/ 5/8"DIA. HOT DIPPED GALVANIZED ANCHO _ _ _ _ _ _ _ A BOLTS WITH 3" SQUARE HOT DIPPED GALVANIZED WASHERS @ 23"O.C.MINIMUM 0 Energy Conservation Notes 7" EMBEDMENT(NOT MORE THAN 12" EA.WAY FROM CORNERS). EXTERIOR SHEATHING CAULKED, Air Barrier Criteria NOTE: COPPER TERMITE GLUED OR GASKETED TO SILL PLATE 1. A continuous air barrier shalled be installled in the building envelope. ALL STRAPPING SHALL BEAR MIN. SHIELD Mce SILL PLATE INSTALLED OVER 2. The exterior thermal envelope contains a1 continuous air barrier. 12" ON STUD, RAFTER FACE, ETC. SILL GASKET � O 3. Breaks or joints int he barrier shall be sealed. 11/2" R-5 Rigid Foam Insulation TYPICAL FOR ALL LOCATIONS. Z vo 4. The air barrier in any dropped ceiling/soffit shall be aligned with the insulation O w NEW CONCRETE FOUNDATION WALL W/DAMPROOFING AND (2) O and any air gaps in the air barrier shall ble sealed. Mechanical System Notes #5 REINFORCING RODS TOP AND BOTTOM. �H Q 5. Access openings, the air stairs h knee wall doors to unconditioned attic 1. At least one thermostat shall be provided for each seperate heating and cooling system. 4"THICK CONCRETE SLAB WITH 6"x6"#10/#10 _ a/ Z space shall openings, shall o sealed. 2. Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either 2 x Header Detail W.W.M.OVER 6 MIL.POLY VAPOR BARRIER W 6. The junction of the foundation and sill plane shall be sealed. International Mechanical Code or International Residential Code. Scale 3"=1' 1/2"EXPANSION JOINT FILLE Z Z 7. The unction of the to late and the to ofexterlor walls shall be sealed. 3. Ducts shall be pressure tested to determine air leakage by one of the following methods V-4" x 8"DEEP CONCRETE FOOTING W/KEY ,'T S. Knee walls shall be sealed P A. Rough-In Test WAY AND(3)#5 STEEL REINFORCING RODS. - - - - - - - w ^ 9. The space between windows/door jams card framing and skylights and framing B. Post Construction Test UNDISTURBED SOIL 4. Building framing cavities shall not be used as ductsor plenums. shall be sealed. 10. Rim jbe se hall ineiudel the air barrier. 5. Mechanical system piping capole of carrying fluids above 105° F or below 55• F shall be insulated O W O 11. The air barrier shall be installed at any eyxposed edge of insulation. to a minimum of R-3. H `p 12. Exposed earth in unvented crawl spaces; shall be covered with a Class 1 6. The building shall be provided with ventilation that meets the requirements of the International Ili N vapor retarder with overlapping joints talped. Residential Code or International Mechanical Code as applicable, or with other approved means TYPICAL WALL SECTION AND FLOW RETARDER DETAIL EW..I 13. Duct shafts, utility penetrations and flue shafts opening to exterior or of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that unconditioned space shall be sealed. close when the ventilation system is not operating. SCALE: 3/4"=1'-0" Z z W 14. Air sealing shall be provided between thle garage and conditioned spaces. The project plans have been desicgned in accordance with the 2020 New York State Energy Conservation Code (IECC) O 15. Recessed light fixtures installed in the building thermal envelope shall be sealed a O to the drywall. I." x 16. The air barrier installed at exterior walls adjacent to showers and tubs shall SAME FOR FLOOR ABOVE U U seperate them from the showers and tubs. - W 17. The air barrier shall be Installed behind electrical or communications boxes or Energy Code Requirement Table A U air sealed boxes shall be used. Fenestration 18. HVAC register boots, that penetrate bzullding thermal envelope shall be Manufacturer Type UA SHGC sealed to the subfloor or drywall. Window N/A N/A N/A N/A 10. When required to be sealed, concealed fire sprinklers shall only be sealed in a Door Jeld-Wen Sliding Glass 0.34 0.27 manner that is recornmended by the mainufacturer. Caulking or other adhesive CONTINUOUS BEAD OF SEALANT sealants shall not be., used to fill voids between fire sprinkler cover plates and Mechanical Systems walls or ceilings. Air Conditioning None 20. The thermal air barrier shall be constructed to limit air leakage in accordance Heating Hot Water Baseboard SEALANT CONTINUOUS BEAD OF with Sections R402.4.1 through R402.4.6 CONTINUOUS MINIMAL EXPANDING FOAM AT Equipment Typ e WINDOW PERIMETER Insulation � Air Conditioning None z 1. Air permeable insulation shall not be used as a sealing material. Heating Gas Fired Boiler WINDOW UNIT AS AIR P" 2. The insulation in any dropped ceiling/soffiit shall be aligned with the air barrier. BARRIER 3. Cavities within corners and headers of frrome walls shall be insulated by Insulation Type R-Value CONTINUOUS MINIMAL li completely filling the cavity with a moteriial having a thermal resistance of R-3 Walls Fiberglass Batts 15 EXPANDING FOAM AT Ix per inch minimum. (See Detail) Rigid Foam 3 WINDOW PERIMETER 4. Exterior thermal envelope insulation for framed walls shall be installed in Ceilings Fiberglass Batts 30 substantial contact and continuous alignnnent with the air barrier. Floor/Foundation Rigid Foam 19/5 CONTINUOUS BEAD OF 2 x 4 Posts SEALANT 5. Rim joists shall be insulated. 2 x 4 Sill N 6. Floor framing cavity insulation shall be installed to maintain permenant contact with the underside of subfloor decking, or floor framing cavity insulation shall W 0) be permitted to be in contact with the top side of sheathing or continous C9 insulation installed on the underside of floor framing and extends from the CONTINUOUS BEAD OF .: 0 d ADHESIVE bottom to the top of all perimeter floor (framing members. CONTINUOUS BEAD OF z 7. Where provided instead of floor insulation, insulation shall be permanently A A A SEALANT attached to the crowlspace walls. w U A A U 8. Batts in narrow cavities shall be cut to fit or narrow cavities shall be filled by SCALE; insulation that on installation readily conforms to the available cavity space. 1/2"Rigid Foam Insulation 1/4" = 1 ' 9. Recessed light fixtures installed in the bluilding thermal envelope shall be air tight and IC rated. CONTINUOUS BEAD OF 10. Batt insulation shall be cut neatly to ft around wiring and plumbing in exterior SEALANT walls, or insulation that on installation readily conforms to the available space CONTINUOUS SEAL SEALER, FULL WIDTH OF MUDSILL shall extend behind piping and wiring. 11. Exterior walls adjacent to showers and hubs shall be insulated. AIR SEALING GENERAL NOTE: FOUNDATION WALL AS ti THESE DETAILS ARE SHOWN FOR TYPICAL AREAS AS SHOWN.CONTRACTOR TO HIRE A AIR BARRIER 77006 HERR'S RATER TO INSPECT ALL CONSTRUCTION PRIOR TO CLOSING UP ANY WALLS AND CEILING TO INSURE EVERYTHING HAS BEEN CAULKED AND SEALED CORRECTLY FOR THE CONCRETE SLAB AS AIR '��FESSI�NP� BLOWER DOOR TEST. BARIER DWG. NAME: Corner Post Insulation Detail MEP Rigid Foam NOTES DWG. NO.: AIR SEALING @ MEP - 2 EXTERIOR WALL PAGE 6 OF 6