Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
52908-Z
s TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD N Y 0,01tv C 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#: 52908 Date: 04/24/2026 Permission is hereby granted to: Markos K Marinakis 242 E 74 St New York, NY 10021 To: construct a single-family dwelling as applied for per SCHD approval. Premises Located at: 1760 McCann Ln, Greenport, NY 11944 SCTM# 33.-4-7 Pursuant to application dated 04/01/2026 and approved by the Building Inspector. To expire on 04/23/2028. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $2,.464.75 CO-RESIDENTIAL $100.00 Total 2 564.75 ::gTiding Inspector 17, TOWN OF SOUTHOLD BUILDING-DEPARTMENT 19 r Town.:-Tall Amex 54375 Main Road P. 0. Box 1179 Southold NY 11971-0959 w h Telephone (631) 7+65 1802 Fax (631) 765 9502 � .s utholdt, n ,goy ---------------- -------- Date Received APPLICATION FOR BUILDING PERMIT OE 4, t L6 1' All p a For Office Use Only y PERMIT NO, Building Inspector rr.aim% u rzrvx. -. APR „I p Applications and forms must be filled out in their entirety. Incomplete applications • `"'Nlw„mm¢ "^'"�"y'-tiwm"i9 �°` Yi '�<;, .'"Rerw o ii" will not be accepted. Where the Applicant is not the owner,an � 1 Owner's Authorization form(Page 2)shall be completed. Date: 26-1 L49 mmmmmloommmoompoommomoommmmmmmmmmmmo OWN FR(S)of PROPERTY: Name: SCTM# 1000I W rla)c tpa b In L.AAA 1:7 I-IJ Project Address: (b n.n .0 )�O)y I q C1 Phone#: Email: Mailing Address: CONTACT PERSON: Name: L A/ �PJ^ Mailing Address: r) 9�w Phone#: Email t . ......... .................. .......... DESIGN PROFESSIONAL INFORMATION: Name(J-do,a2l. Lunun Mailing Address: Phone# . . Email: CONTRACTOR INFORMATION: Name: Mailing Address: M0, Phone#��� ��� � lCoV2. E r`na i l ............- DESCRIPTION of PROPOSED CONSTRUCTION 11 ew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Esttiated Cost of Project: ❑other f Will the lot be re-graded? Vyes El No Will excess fill be removed from premises? ❑Yes No 1 Al U�lu -.1-11111111. .........I PROPERTY INFORMATION Existing use of rope : P "" 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 0No IF YES, PROVIDE A COPY. i OWN E3 Check Box After Bearding: Thu V"ar/contrartarldealan profession iI is msponslblu for an drafnage and storm,water issues as provided by Cmpter 236 of the Town Code,APPLICATION is HERMY MADE to the Building nepartm+ent for the Issuance of a oulldtng Permit pursuant to the 6u11ding Zone ordinance of the Tiovv of Southold,Suffolk,County,New York and othor applicable taws,ordinances or Regulations,for the cortMucc0an of bulht"o, addItIonso alteratlons or far rat1 mml or demolition w horaln d*mdbeds The applicant agrees to comply with all applicable taws,ordinances,building ludo, i hawing,coda and regulations and to admit all1tharked l(upaclors an pmmrlses and in bullding(a)for nece ary Inspectlold.False statements made herein aro punishable as a Clan A misdemeanor pumuent to Scictlon 210,45 of the Now York Stata penal Lawn Appll l a ti ll Submittedy na Authorized Agent �]own�er Signature of A icant [ at+e; STAE O F NEW YK SSI COUNTYO' . being duly sworn,deposes and says that(s)he Is the applicant Name of individual signing contract)above named, he is the m (Contractor,Agent,"Corporate Officer,etc,) • and file this to make of said owner or owners,and Is duly authorized to perform or have perfarne+d the said work and m applic ation;that all statements contained In this application are true to the best Of his/her knowledge and belief;an that the work will be performed In the manner set forth in the application file therewith, 1 Sworn before me this F day of 202L.0' Ail 'M k, Notaublic � Ion LlNDSAY NAOhiA ; Notary, Public-State of New York �� OW:� ELk- � �� �� where the applicant Is not the owner) NO.01 NA0018896 Qualified in Suffolk Caun (Where �'� tY my commission Expires Dec 19,2027 o rX 0 S r sldin at �4� w � MOM e.vjp� ad o hereby � �uthll' .. '' o apply on m behalf to th ow, of Southolrf d Building Department for approval as described herein. � Y r 2,7 Date i kc-U S �A A(Z., I �A Q Print Owner's Nape S TIM S �ec�, 6 Compliance Project Information Project Title: 1760 McCann Lane Energy Code: 2025 Energy Conservation Construction Code of New York State Location: Greenlawn, New York Construction Type: Single Family Project Type: New Construction Project;Sub Type: None Conditioned Floor Area,,, 2877 ft2 Glazing Area: 20% Climate Zane; 4a (5647 HDD) Project No: 1840047 All Electric: false is Renewable: false Has Battery: false Has Charger: false Has Heat Pump false Construction Site: Owner/Agent: Designer/Contractor: 1760 McCann Lane Paramount Development Group Greenlawn,NY 631-909-7115 Project Notes: Energy Credits Description Credits R408.2.1.4 Reduced air leakage 2.0 R408.2.2(5):High Performance Gas furnace(Option 2) 4.0 R408.2.3(2)(a):Gas-fired instantaneous water heaters(option 1) 6.0 R408.2.9:Opa que walls 0.0 R408.2.2(2):High Performance Cooling(Option 1) 2.0 R408.2.1.2 Improved fenestration 0.0 =...........I Report Title: 17+6+0 McCann Lane Report Crate: 3/8I26, 9:20 PM 1 of 13 Envelope Assemblies Prop. Req. Assembly Gross Area or Cavity Cont. U_ U_ Prop. Req, Perimeter R-Value R-Value Factor/ Factor/ UA UA F-Factor F-Factor Ceiling:Cathedral Ceiling 1486 38.0 0.0 0.027 0,026 40 39 Wall:Wood Frame,16"o.c. 2944 27.0 0.0 0,051 0.060 119 140 Window:Wood Frame 506 0.280 0.270 142 137 SHGC,0.28 Door:Glass Door(over 65 0.300 0.270 20 18 50%glazing) SHGC:03 Door 1:Glass Door(over 45 0.300 0.270 14 12 50%glazing) SHGC:0.3 Garage Wall:Wood Frame, 270 27.0 0.0 0.051 0.060 13 15 1611 O.C. Door 2:Solid Door(under 21 0.200 0.270 4 6 50%glazing) Basement Wall:Solid 1408 0.0 14.0 0.048 0.050 66 69 Concrete or Masonry Wall height:8.00 Insulation depth: 8.00' Insulation position: Integral Insulation Window:Vinyl Frame 38 0.280 0.270 11 10 SHGC:0.28 111 111111 1 111111jig .............. 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 been designed to meet the 2025 Energy Conservation Construction Code of New York State requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Rater Matthew Lamay,-HERS 3/8,/26 Name -Title Signature Date Report Title: 1760 McCann Lane Report Date: 3/8/26, 9:20 PM 2 of 13 Inspection Energy Code:2025 Energy Conservation Construction Cade of New York Stare Requirements: 100%were addressed directly in the RESCheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck requirements screen.For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. Pre-Inspection/Plan Review Section Plans Field # Verified Verified Req.lD Pre-Inspection/Plan Review Value Value Complies? �Comments/Assumptions 6 105.14, Construction drawings and 0 Complies, 105.2 documentation demonstrate Does Not [PR1]1 energy code compliance for the building envelopes ` er�mal Pomply envelope,air barriers.energy � credits,renewable energy, RNot servable battery Astor g;e,,solar ready sys't:enis and energy,compliance Q Not h represented on � ��j� path construction doctiments., 105.1, Construction,drawings and ' D Complies 105.2, documentation,demonstrate 1 403.8 energy code r er pllanc,e,for Does Not [PR3]1 Ilghtng a mechan.l�cal t amply syster s.Systeins serving ; Not rmfltlple dwelling units most servable ode ronstrat Compliance,with � the IECC°Commercial Pro sions. Not I Ppplicable 302.10 bleat°ire arrd coolln euiPIS" rrrent �l�let ing4 Heating. ❑Complies 4C13.7 rs s��e� r ABC anua Btu/hr �",(Btu/hr, Does Not � ff d on lows calculated per I'[PR2]1 AC e Manual orother n eth , s l omply approved bN t o codl offlclal. Cooling: Cooling.. Not to/hrp` Btu hr Pservable PpNot plicable Additional Comments/Assumptions 1 JL_i�ahlm�pact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Report Title: 1760 McCann Lane Report Date: 3/8/26, 9:20 PM 3 of 13 Foundation Inspection Section Plans Field # i Veritiod Veriftd &Req-1111) Foundation Inspection vallue Value Compiles? Comments/Assumptions 303.2 Conditioned basement wall '0 complies [F05]1 insulation installed per manufacturer's instructions. Does Not Pomply Not servable Not pplicable 1,403.8, Systems Serving multiple 0 complies Exception:Requirement dwelling units c is noiomply with °'applicable.P Does Not Sections C403 and C404 of the 0 commercial code. mply ❑Not observable PNot pplicable 4 9 1, seating sy'sterns,instatied for, 0 Complies tF'I,921P, outdoor Wk,ing,are radiant, Does Not systems coo ntrol lied by I occupancy seising or timer Pomply switch. Not Pservable Not pplicable 403.9�24, Snow and ice-melting system 0 Complies Exception:Requirement 11,401�4.3'0' controls installed to shut off is not applicable. 4 05 R 9 @ 4" system when pavement Does Not F 2,I I temperature>50F and no, Pomply [ I1911z precipitation or automatic QNot controls to shut off the system servable when outdoor temperature> PNot 40F. plicable 1. t363,2.1 p.1,rotective,covering is f Complies Exception:Requirement [FO 11)2 ttlitalled to,protett Ox osed Does Not is,not applicable. exterior Insulation an extends a minimum of 6 in.below . mply PNot servable �� j Not pplicable I -—-------- ............... ............. 402.2.9 Conditioned basement wall ft 0 Complies See the Envelope [170611 insulated in accordance with LJ Does Not Assemblies table for Table R402.1.3 with insulation values de pp the minimum of 10 ft Pomply befow grade or to the basement Not floor. Rservable PpNot plicable Additional Comments/Assumptions: i 'High Impact(Tier 1) 2, edlurn Impact(Tier 2) Low lmPr)act(Tier 3) Report Title: 1760 McCann Lane Report Date: 3/8/26, 9:20 PM 4 of 13 Framing / Rough-in Inspection section Plans Field # Framing/Rough-in Verified Verified &Req.ID Inspection Value Value Complies? Comments/Assumptions 1303-1.3 U-factors of fenestration 0 Complies [FR4]1 products are determined in accordance with the NFRC test P Does Not 0 IV procedure or taken from the MID, default table. M Not I Observable QpNot plicable bm ..... ...... 402.5.1.1 Air barrier and thermal barrier 0 Complies 7 [FR23]1 installed per manufacturer's P instructions. Does Not omply Not servable, Not applicable �7402.5.3 Fenestration that is not site built '0 Complies [FR20]1 is listed and labeled as meeting AAMA/WDMA/CSA Does Not P 101,/1,-S.2/A`44,0,or,has infiltration omply rates per NFRC 400 that do not Not exceed code limits,, Rservable, Not applicable 1402.5.4 IC-rated recessed lighting 0 Complies ii [FR16]2 fixtures sealed at P Does Not housing/interior finish and 0 labeled to indicate<2.0 cfm mply leakage at 75 Pa. Not servable Not p plicable 403.4 HVAC piping conveying fluids Complies [FR17]2 above 105 12F or chilled fluids R R below 55 OF are insulated to>—R- P Does Not 3. omply n Not Mservable, Not Applicable 403.6 Automatic or gravity dampers 0 Complies [FR19]2 are installed on all outdoor air intakes and exhausts for P Does Not 0 mechanical ventilation systems. m p RNot servable Not applicable 40 1,15.1 Ventilation systems in climate 0 Complies [FR30112 zone 6 shall utilize heat or ❑Does Not energy recovery with balanced 0 ventilation and a sensible omply recovery efficiency(SRE)>= 65%at 32 F QNot servable Not p plicable 403.3.3 SUpp I and return ducts in attics Complies [FR12]1 i Ted>=R-8 where duct is >=3 inches in diameter and Does Not >= R-6 where<3 inches. Pomp ly Not Mservable PNot pplicable .............. Report Title: 1760 McCann Lane Report Date: 3/8/26, 9:20 PM 5 of 13 Section Plans Field # Framing/Rough-in Ver ified Verifled &Req-111D Inspection Value Value Complies? Comments/Assumptions i li 403.3.6 Ducts,air handlers and filter C)Complies [FR13]1 boxes are sealed with Does Not joints/seams compliant with International Mechanical Code Does or International Residential Not Code,as applicable. observable 1PNot Applicable 403.4.1 Protection of insulation on HVAC Complies [FR2411 piping. P Does Not 0 mply �nl\lot Mservable [PNot p plicable Hot waterpjpes are insulated to Complies R >1 inch o insulation. (FRI ro Does Not mply 2 Not servable Not p plicable 402,.S.,5 i Air-sealed electrical and Complies JfR'29f communication boxes installed in the thermal bound'aryof the P Does Not erivelope seale�!d to Onlit air mply leakage between condItioned Not aid unconditioned spates. Dservable Not p placable 403.3.1 Duct systems are design and CD Complies [FR12]1 sized in accordance with ACCA Manual D based on HVAC sizing 1 Does Not calculations in R403.7.Duct umply tems serving mkiltiple Q Not Y welling units is sized in servable accordance with ASH' AE Handbook of Fundamentals, Not p ACCA Manual D or an equivalent plicable methodology. 403.3 Duct systems are design and Complies [FR31J1 sized in accordance with ACCA Manual D.Duct systems serving Does Not multiple dwelling units is sized Pomply in accordance With ASHRAE @Not Handbook of Fundamentals, servable ACCA Manual D or an equivalent methodology. Not fi Ppplicable 4 0 2.1, Door U-factor. 0 Complies See the Envelope . 402.4.4 U Does Not Assemblies table for [FRI]' values Pornply PNot servable PNot plicable 402.1, Glazing U-factor(area-weighted Complies See the Envelope 402.4.1, average). U Ut Assemblies table for Does Not 402.4.3, values 402.6 Comply [FR211 I Not servable PNot pplicable Additional Comments/Assumptions: Report Title: 1760 McCann Lane Report Date: 3/8/26, 9:20 PM 6 of 13 Insulation Inspection Sect'lon Pla n s FIe1d # Verlifted, Verified Commenft/Assumptions 6t Req. I I D nsulation lnsp,e ttdon VaIu* Value COMPIWS? All installed insulation is labeled 0 Complies [ or the installed R-values 1 13)2, provided. P Does Not 0 ly mp Not servable Not Pplicable 303.2 Wall insulation is installed per 0 Con,,iO'es, '[IN4]3- manufacturer's instructions. Does Not o rylpty Not)servable Not pplicable 402.1, Wall insulation R-value.If this is R R 0,Coni,plies See the Envelope, 402.2.6, a mass wall with at least 1/2 of Assemblies table for 402.2.7 the wall insulation on the wall 0 Wood 0 Does Nat values Wood Prnply PN311- exterior,the exterlor Insulation I requirement applies(FR10). 0 Mass Mass Not 0 Steel 0 Steel servable N'ot, pplicable ---------- 402.2-3, Wood attic knee walls or roof 0 COMP'lies 402.2.3.1 trusses separating conditioned [IN14]1 space from u!ncian4itlibned atticDoes Not Plmply sp,ace comply with the insulation, re, uiremnents,in Table Not 11402.1 tic knee walls Pservable contain an a1r,barrier between he conditioned and Not unconditioned space. Pplicable Il Additional Comments/Assuniptions: ................ 1 High Impact(Tier 1) P-, -t-,(T ier 2)2- Medium Im C 3Low I n act(Tier 3) Report Title-, 1760 McCann Lane Report Date: 3/8/26, 9:20 PM 8 of 13 Final Inspection Provisions Section Plans Field # Verified Verified &Req,ID Final Inspection Provisions Value Value Complies? Comments/Assumptions 303.1.1-1, Ceilim insulation installed per 0 Complies 303.2[F12]1 manufacturer's instructions. Does Not Blown insulation marked ft2 Pomply every 300 . gNot servable Not Applicable 0 Complies 303.3 Manufacturer manuals for mechanical and water heating n Does Not systems have been provided. C-Omply PNot oservable, �PNot p plicable Heat pump supplementary 0 Complies heat controls to prevent Does Not supplemental heat when heat compressor can serve A romply um �PNot pump hPeating load. servable Not p plicable .......... 403.2 Hot water boilers have 0 Complies 1[F12611 automatic outdoor setback control to lower boiler water I ❑Does Not 6temperature based on outdoor 0 mply temperature,indoor P Not temperature or water servable temperature sensing, PNot livablep 403.3.6.1 Air haindfer leakage s. 0 Complies [F12411 designated by manufacturer at<=2%of design air flow. Does Not Pomply QNot servable Not Applicable 403.3.7 Ducts are pressure tested in (0 Complies [F127]1 accordance with ANEI/RESNET/ICC 380 or cfm/100 ft2 cfm/106 ft2 Does Not ASTME1554 to determine air Pomply leakage with either:Rough-in Not test:Total leakage measured qservable with a pressure differential of 0.1 inch w.g.across the Not system including the Popplicable manufacturer's air handier enclosure if installed at time of test.Postconstruction test: Total leaka e measur ed with a 'Frlssore Oferential of 0.1 rnc �w,.g.across the entire manufacturer'sstemIncluding th,e air handier enclosure. 403.3.8 D t t' htness test result of Complies [F14]1 <Tc4'c'Pirn/100 ft2 across the s Does Not system or<=3 cfm,1100 V CfM/100 ft2 CfM/100 ft2 Pom without air handler @ 25 Pa. ply Duct,tightness<=�8 ctlin/100 Not ft2 for ducts within thermal servable envelope.For rough-in tests, verification may need to occur Not during Framing Inspection. Ppplicable 403.5.1 C'Irculat'inq servicthot water 0 Complies S), gave autoiratic or [FI1112 (stems,ha' e P accessible,manual controls, ompDoly s Not �.PNot aservable Not Applicable Report Title: 1760 McCann Lane Report Date: 3/8/26, 9:20 PM 9 of 13 .......... Section Plans Field # Verified Verified & Req.11) Final Inspection Provisions Value Value Complies? Comments/Assumptions 403.5.1.1.1, Complies Demand recirculation water (F1321'2 systems have automatic P Does Not controls to start pump when hot water is requested. mply PNot Oservable Not p plicable .......... 403.5-1.1 Heated water circulation E)Complies [F12812 `,,systems have,a circulation ri n Does Not u,rnp.Thesystem return pipe Mom ply ss a dedicatedreturn pipe or a cold water supply pipe. Not 'Gravity and therinbs-syphon servable circulation systems are..not 'pre, Not present Contr6ts for 1,dirculai tin gi,hot water systeim PP plicable the !M with rt d wa e and s s"'�"or pinups na s i thin the occupancy.Controls automatically off the pump rhea water is in circulation loop is at set-point 'temperature and no demand for hot water exists. will 403.5.1.2 Electric heat trace s 't ms �Ej Complies Exceptlon:Requirement [F129]2 comply with IEEE J or UL Does Not Is no(app licable. ,515.,Controls automatically adjust the energy,input to the Pomply heat tracing to maintain.the Not desired water temperature in Rservable the piping. PNot pplicable 403.5i.�3 Drain water heat recovery 0 Complies Exception: Requirement [F131]2 units tested in accordance Does Not is not.,appl icable. with CSA B55.1.Potable water-side pressure loss of Porriply drain water heat recovery l Nut unitsunits<3 psi for individual servable units connected to one or two showers.Potable water-side Not Pressure loss of drain water p P plicable eat recoverT,units<2 psi for 1,lndfvidual ts connected to three or more showers. 401.3(1717)2 Compliance certificate posted Complies with building specifications, creel ts,r comrl afic eu patho,R,408 energy P Does Not estults and solar mply ready ione If provided. Not servable PNot pplicable 403-6.2, All mechanical ventilation 1C)Complies (F12512 system,fans not,part,Of tested and listed'H VAC ecIt'Apt n,ent Does Not use e t ief fi,c a clg and,air,flow Pomply , limits per le R403.6.2. �servableNot Not J applicable 403,63 Mechanical ventilation Complies [F13,3]2, systems tested and verified to Does Not meet the minimum flow rates Umply required by Section R403.6. I I RNot ervable I PNot pplicable 403.6.5 Intermittent exhaust for Complies (F13412 bathrooms/toilet rooms has automaticcontroll,occupant Does Not sensor,control,humidity Pomply control or conta,minant' PNot control. 1 Dservable 1PNot p plicable Report Title: 1760 McCann Lane Report Date: 3/8/26, 9:20 PM 10 of 13 i u W 2025 Energy Conservatibn Construction Code of NeAw York, State 'Energy Efficiency Cert I i ficate MOSEMN Above-Grade Wall 27.00 Below-Grade Wall 14.00 Floor 0.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): �' Window 0.28 0.28 Door 0.30 0.30 Skylight 0.00 IN Heating System: Cooling System: Water Heater: Name: Date: Comments: Report Title: 1760 McCann Lane Report Date: 3/8/26, 9:20 PM 13 of 13 fly, " ` ilbj"'ata,u Telephone765-1802 Town Hall Annex w 531} 54375 Main Road tl Fax(531)765-9502 B F P. O. Box 1179 A Southold, NY 11971-0959 BUILDING DEPAR NOTICE OF UTILIZATION OFTRUSS TYPE CON T TION NGINEER D. WOOD CONSTRUCTION ANW R TI B 4 CONSTRUCTION Dat e: e: '. )'-p............cj'(sc ......... Owner: Location of Property: "4 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered neered wood construction (PI ............... g Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floo , :nd roof framing ) Signature: Name �ers s emitting this form): p Capacity eck applicable line): Owner Owner representative TrussReq 15.docx Effective 1/1/2015 )aa yap IVA,,,OU- ddV 40 q,,,, 1V'C1 W0'HJ SHV........ S311nan 03SWOW- 3Ad �,�o.. , . .. ,. S3111�I1n ONIISIX3--� IN SWOMIGja w1xvw X0.4 0Ir V (im IID Y,eleve':.,➢d''lDrcr M,ixE,'�M.� r?rzNe.A5J,1,eiG1;➢�.',/iN tf�n tl..,,y ew..f/d'9.4ffin l U✓..vMrimD�lY'.Al�✓���rss :.1Y idNT�elort,„^•, ,m6fW nl+Ntlf➢Y.m�Y,w.�NAW1�»NNM L'f1�UU1P�T X�r r�,mrv',rM'�i' "M.mHWW9Nr vV�f;We'',,W. " JZ hNI'�✓Jl,.�egl ion, IHs s Md lot lozwµ Jl s 400 UZO-9Z-�J q gzoz/tp/c wd „Y is N\nd31l 83s 103 'V UOJ NOUXISISNOD JO r1VA0HddV HOJ IIWU3d Ln© 01 d3H 3nw 3Q V aftowwMM J'9 m10 I rn I23 a SiMO V/1 NiV3 :j 831 3H1 " dOH 3dld HM. Il`Id )Oa 1400 Id"t Md NI 5nw z14 9L9:1N1�1d100d�JOOId MIIJ/VC:3JJ Id T 3E)VU 9 AUG AI101S-�C13SOdOUd 300 slaw 39dN1"0 JJONnu=iooi ijoi 991 113M A*80 d330 01 X 069 W 3Hl IGNI Il '6 IddV ' OV, /000,' a m� k HS` AA>iOVS 100d ONIM MS UOJ(]31VN9lS3C] yip -1-13M AUO d33(1,9 X 0,9 t L) Mid 00 ti OL"L� 110N00 U0Z 2330NLA H.1d3G 11 31VMONnouE)a3103dX31S aHJ'IH 10 eZ G0 S30Ina3S039 a1dNO0 w AS / .� (IMMO3li3d 310H 1S31 31VOS ON Ivi 3,T)NI, NVId 3A S Al IVJ I N VS N -a AINf)OD No-lojjns , sz + 6 ,+ WE Yw Esµ , , W Z9't Zti'LE+ w ` , , 98`E+ le Aj xo��\ ,, " +/cr r�� cp 8E'ZE+ 1 " �No MCC+ � soot C. �� ��• +68'EE �(;p QP 14, ,N , 111, + �" .r O� , o ' r 8Z 8E+ + ". 86"8+ �,�,, r Lo \% SO os r , zl-A M4 :IN II 30N30IS3N J WOONQ3®-V li)Dgy 109ZVQ :ON 133 fald 0Vp3jou sv :ai,00S JNRAGN321 ivnid3ON0O NMJi33HS Ol �1012:Jd 03MJ03�J3d 39 ism N01103dSN1 N01 vinSN1> *** 9ZOZ `OZ fjunjga3 •31va •uoneuLo;w uBlsap a;eir> a�o;suogeoypads pue sueld lempa ya�e leug ay;of�a;ab annoys asoy;wolf tiers stew sllelap le�npauya�e pue's�oloa'sleua;ew lenlay Nuo sasod�nd uogerlensln jo/pue uoglpua��oloa�o;pap sl a6ewl slyl�awiepsla aaEag[�Ta�33uETidwoD ay;uo osoq;gojtw Isnui suEid aqI uo saniEA uoT;Einsul •slitund loj�uiog aiopq suor;EaTglpow ACuEjo aaEME aPW S!ValrgOIR aqI WnS-13MW 3SEaid •pal u1 anoqu p3lg2!ig5!1q oq IITM ainpagas uo!IElnsui aqI oI 33rua a M Imp Su0TIE3L-i!pOw AWV'STIOIIEO13T�3dS asagl pagoi IiTM apTAOId am IEgI x3oMJadud aqZ •SZOZ SAND ODMY.t�ZOZ 0D3i J33qS JOAO D aqI qI!m,Cidwoa of ssaappe pauo!Iuawaiop aqI iapow of pasn a.TaM suoTlEng!aads luo!urpaw 78 uo!IEinsui anogE aq i, u1 TTU0 3u0 0-U0N L-t-££-000I :# WIDS 0V-21 :auOZ }iiognS jo 44unoD PioujnoS jo ulnnoZ 1,t,61 I `ipok m3M `podwwD OUBI UUU33W 09LI # - - Y .,h a. K woo•amloaligoaeuaumlaply wepe - LL£L-�L8-i£9 3 rn _ P UL �S q ,. .: a as a anug a snuff saaueildde I IV :SHONVIldctV 5Z6Z-t,L8-1£9 :auogd k 4 u r , srQH'I a sr'I3g)gui ggil Sauapgja q.3i %001 :ONLLHOI'I ZL6ii A �oadS 69i xog Od adoanuaeu l lzaagl jo 2 apis4no spnp ao3 aWal %-V> `a MOD a.>aulapuRk Z H0�}IdH'I.LOIlQ ( >s anoq.lad sa2ueg3 ate £ > :(2I000 HIHMO'ia) NOLLv2I rilANI a SN0I1MJIdI33dS 2I3H10 I i } dnoue 1N3Wd013A34 - �� s -- ' aawq algeuzme oad atuoapala ue gllm ue3 gleq au4S aaaug auo :;� WAD OSt < uogelPuaA eatuegaaW :NOI.LVrII.LNHA 1VDINVHO3W � �zINflowVHM 1 eM ueiva u y P P 0 •ONI.LHHH HIH,LVM -._ - ,. . . luamdmba 0 t <.y. _�• 4 a :�o aulo nna asodo� d s n �2IHdS 9 :SNOLL�►'JI3IOddS ONI'I000 H p . , g a3Luan3 HIlLlV%96 Z dS ONI.LdHH -_• •,� R �.,, ,>*= ---- ,� _ 'SNOI.Ld'JI3IOH I j3d1A :auMN iapoLli - - t HUM rlV)INVHa3W i W 01 N01LVHRUISN00 H LLM- SNOI Ld3IdI33dS IMJINb'HOdW �:: ,.. ! _ ! (leuoi4do 6 } ; „x, _ : :i is S Z ! ( 0 5 �u ><aa juauiase a j.2upu sui uzeo Leads as aso a -IOUa1U 3univNus)INI-03a MV38 ONV a31V3S R. q u In ONV 03NJIS AlnO 321V SNVId iV101330 ! � i � _k � Q � i � � � � � - � _. x: � � � ) 3 II P I "Z :fit-HI: I •S'I'IdM NOLLHQNf10d ! € t 0£'0 > :gOHS `m£'0 > �11 :S.T.HOI71�}IS/SMO4NIM .. i I ,, _ _ g '' :y -- - -- (ueq £t-HI +uw O a S IL1S OOM x III d a t ,1Z) P P 9 . LZ H :'IWMZIORI3M HQHHi - o Meads as ._ _. ". .. i t`=, i Y} " 'Y'v5`bi ^` .;., i xx,.•. "1 "!' � :- .~ ..1. ! y9'- "d 1 yy w 3 it Pas I O A ,... ._ ,_:: .. ; ._ ,n;').�' I+•e r... " I �,�.s' i n t•;*3:i� a;'"� � `�:'�. 1 ,..-. o �' :'a;l � �. "<t,�.„'d;`r ;;�' - . , . , «. �:1 ". (ONI.LNHA ON -a!4�'PaleaS) uzeoi Meads as uado - : Oo 10 N d . , :_ . �;t. ----- ------ - -,----- --- ��- . ���� ��• � � ,,,' - m`-n. � ._ -- .__ __. -- t: II 8£ 2I �I 2I H NOIJ.d'IfISNI ONI'IISO QHZ'IfIHA `� O =Y-. gd996° 0 - -- •*� , �, . - ,. � . � - _=- -- -- - - r• � SNOLLV'JIdI321dS 9d0'IdANB'I1KNI2IdHJ. �„,. =ems a,,. _. � v .,�� ,A .,. _ � i ` aleNa WgQ Ina�x NOI.L } '$L. . 4 .i• ,. ,J t'€ .. .s.:- ',__,: .�:;. Llld®�...iW Y '... .. v 3... .m. —_-__._..___ f. s _ .A s 0.._...,, , .-.(a - ,4i.�, ?:.n,? _4= s..i �_ .n �.'. Z , z,_�' .,. ;r. - �n. [a 9Z0Z 0Z g 3 •H.LHQ r , _ oduaaa aue uue a ti�6tt AN :SSHHIaaH H.LIS 3HdOi �� r4 �� i k 5 S a3� 4ti L k{^ '� i� Y k t 1 w n , R Ira 1� 4 , i.. x, .s..-.k. �i_,.. . .; - ?. k., ..M .zr •' F :,k riryi,a •4, '�'m '.x., .it .. :. ...-. 55 :,•.., '* :A ,Hr s Fd'.: � ,� �,.....v:= a -y ..:..b , �_ ... ,. c�,',.,r. :,. -." ,. ,. :n .. ., Y w go 19 r..mn. ut un as uTe sE H S W 3 L8t l `!)d D 3YDIJ13 H9f10?1H1 N0I1Vn2J 35N0D Nolsln83dns ..r :. y .. ar.: T a131d 2iO3 3i81SNOdS32i ION SI 1 s .: , � . a � � 1�l 0 1 1 1 1.1d � S 3HI N0110nZI1SN00 d0.SNV3W'8 SaOH13W. , •� ,+.. s N.4:. }„„ ae, ,dry. .;a- ,u W CIW) H UOJ �ln'.. _q} q-:{k '" ., hh' ;f' -',.. -.' - $. ;.- ,_ d P a..s+.„ .., ?,.fy F,•` ,}' wm+y - fin.'+•v, O S32i A3i0S SI a010V2i1N t }� u w� 2 P - _. S1N3Wf1000 393H1 " Z♦ .ANV 803 AON30V NO.SNOISSIWO'8 SZIO 213 ANV A8 SS31VYUVH 013H 38 IIVHS 10311HOHV 3Hl , •a,D3Zl SV SIN3W3ZInSV3W 01313 803 3181SNOdS321 6 twoo an1 38 aNV 3NV1 IIVHS 3H a3V11nSSV ION SNOIAGN00 �: ,>� ... � � - it uI�( ngpue-lofy�olw :pews ANV 3013311HONV 3H1 A 1ION ONV SNOLI0N00 EL66-M-LE9 :auolld 0131d iiV A31t13n IIVHS MOIDVHINOO 3Hl - ,10-,0£ _ ,l6 :31doS --- _ 6b6 6 L all!Nbuelry `•pa loueyy JaA!a Bu!peM£9 L 3/�08V 031SI-I SW311 :<- 3Hl 30 ANV WOW ONIl mN a0 30 ln0 SNISIaV .1'Z 301HJ13H 3i8VN3dO HV310(£ N30a0 JNlwld,,01 NOlad SaOOa aNV SMOONM AO Nb�ld lO�d 6Ululle�d �$ fiul�(aAans puel 'loud A311M 9`n o1 N3d3,9U9f3W19Y31 IW'9, olld 6uif(anunS pus-1 Ord XZ 30 HVRI 318VN3d0 ZIV3i0(Z S3LLLLNVnO aNV S1f10AV1111ZI�J`S.ONIN3d0 A2lNOSVW 03WNMM3W MO TMA3AWNUudOIWdSViMMN3U MSiNW M"QMAw3aoad s ota 'JNINOZ- 13 OS L'9 d0 V3»V 318VN3d0 ZIV3i0 lL 93)NMOa 9N0UJWV'9No1L37M 9MMV"Mff MW103V"M ON 03IDpHUMM S3SN3dX3 aNV S3SSOi'S3JVWVa SW1t+l0 ilV 'SJMN3d0 HJnO» 'sl3aOW'3�VW'S3ZIs 1lV A31ZI3A Ol NN1ND'.)AM9�amr39a399oae"Mrlu3xlo3aaa"o..,oa,3n3ao.io,B,r39o39soalew,�,,,,3'uown,�9A3urre A,ov 'a31yM JI18nd 0103133NN0O 3aV.OSL NIH11M SONIl13MO llV— 1SNIVJV(INV WOa3 S33AO1dW319 S1N39V U13H1 :a330X3 NO 133W Ism 11Ni1 SIHl ONV'10311HOW 3Hl'N3NMO 3H1 SS31YYNVH MOONIM SS3UE)3 a3Z1i110V3nNVW MOaNIM a0/oNV H010VZLLN00 „ou�r,W19Nm do 3dA1r3ruo,wvoMv'9oNa9naolallowamr^wWnwwvid9ouva'9iow'sTnMo�vl3a•s3X¢dioNoua3va3,LMMOLo3o�wla�3uv ;0(TE NIH1W1 Sa31VM 30VdanS a0 SaNVl13M ON- 3W.M1 UOW 39n aw 39OMW oldp V ODA MN 93M AlM3dOW 3W 0193WI M L93"PMA FKMM WAOM(Wgxpam Wo)9139dd0311'l J 'A3UM U AN Q3 =.LON 31Y 81N3�10V0k0G Wo 91/13B11WI M*U'MM G 3W Wo 191109L-"rJV0Y99 U0 91N3r310Wdl9 ONn bPDH3C 11 aIOH 6�p A71NW3oN1 IIVHS�1 O010Va1N 993 ON W131 310NIS ARV 3'O3 VM"339191111 N3LA0 an MVKM 9AWW ION 3Cv VIPGM YOtlo1(3 NO 91MRSAO&M oMgWW"M AD NM WI 3LL7 88andN Ol a3�3a SNOIlvn313— 31W1Ud9NVW11oN 3NV MUM 9NMV3L RlW3o u-9 dM1 AM"AWYV9)09 991E Noo3unNMWJL9MIppH13iLOLan'A�rl3ovTILN3N1610D3uo1'ANva9»3111L3NLU1U3bd371dafanA3AW18AWvvr,o93uno1,MWd 9ZOZ `E 833 a3A7/\OIIS71Va •iVSodS1a l8 iVAOIN3a iVIa31Vw L L U3AO Z 1L 0£/of 8Z•0 OVO 8E 0 L "0-,g „0-,E 3 MOl-ONnH 319NIS WIAddAOL ON mN JX36%LWW30 KW v,Vi d3WSdDWd do RL IVRL U3W19MA AIM ANVUA9O3ldU 9ANMV 1AUk Wd SnOaaVZVH V'S3a00 A133VS 3311'SN011dln9M1 N 3auavad do Sam oNLL99C3I/139W0 3Hl NUM 3aNrmlorry W a3W1rd39a 9MN alM all LVNI Ad9g9 drw A3AWre AMWM)9 9ML No 9Nour�,ilW3� MONO ow VHSO'S3000 JNuune Ol 0311W1l ION ln8 3 MOl-ZIOOa OLLVd )IYM\70MMS110A3WB 3U d093d03133MM CM 319LL3 VM 3W WW 0399o9M3 SMA3WN all NUM 9AM1 A31WM AW W109 Al0T JNIaniONI SNOI1Vin93Zl iVOOi V'31V-LS'iVM3a33 L 3111 L OE/OE On OVO L9.6 a3fN3mSiH MTM 3TWONU woawlxvM_14MQJUWM l 3i8`d01iddV liV H1W1 A1dW001iVHS T�IZIOM 30 NO-IL N6-,Z JNWISNI a3JNIH L L96ZadSl W WAKMM '�"�'34'°"°'A"'�"�a'�'�°'�^°�^^�^� �'��01 ���� Z VNkrfN PIOUJOW �S3N3V 69E•0) 'd•S 1'Z•8E9`9 L :V3HV IOl i yes Mopq y�j,yE pow�uxnlao m -s�ttoe�r 000 L00-00 i►0-00 EEO-000 L :ON dVW XVl p„nwrgp u01am Jl N 'AiNnoo>no=uns 3SVHd SIHl JNlana A133VS 311S 80r JNINIVINIVW ,er ZI03 3i8ISNOdS3a A310S 38 IIVHS ZI010V2i1N00 MOONW13lJNIS ""'°'Q"A'"'°'B"l cdns 0l0H1nOS :jO NMOl `1H,iOdN33bJ SS3ZI93 Z L a3/10 L 1WS8 n8-19 OE/of 8Z'O OVO MT`qZ NBe L8.9 96•L L 0-,5 „q-,C 3 MOl-ONnH 310NIS 099E 1 pl—,V 11N)oxt .es Taw 0 E =wu!� :3 i V a S 31dnlis, U t!I 4 mlmns VXZ H-1 .919X.0-Z 13so13 Ez rE T�3os oe o Mlr•ON dVW-1r96L 'LZ 11adV:a311d iU0dN33U91e SM10HS Nb31SV3 30 dVW -99101 gxz 031VlnSNI aOla31X3 HI .S 9 X.0*,E 1N3W3SVB Zz sw�41� 4uM n3nAa°d330 X■'rmno s(0 3alload 33-6tfra"' :V32iV JNI/lll-IV101 Z 3111 Z Z♦13 aNZ.O-X L OE/of EE•0 8Z•0 ZO.1' NO-,E NO-,Z 3 M01-3Hn101d OEM N a3a(no3a._.m 95=j xL�U< a9L4 ud kpeftaid 10 ftemnS 3S 8�9 :V3ZIV O11Vd 100d 3S L :V3HV dOO1S MIS 1N3W3SV8 nuw3 g zroo9z d*3x,. x&'Gx A'cataa�oad °3ano3a.3.�oez=o•�■-ld u•o M•d•a oe%�33rd3als3a 3s W9 :V3ZIV 0I1Vd *XZ HI .0-d x ip-z 13SOi3 NI-)IWM E#W00H038 �z P � ds :N011Vin0iV0 39VN"(I i PA 3s W :V3ZIV HOMOd 03U3A001NOZ13 L 3111 If N8-16 L OE/OE EE•0 8Z•O 88.8 L „0-.9 „0-,q 3 MOi-3Hf1101d 090b r *XZ X301 AOVAIHd Ha .0•d X.9+,z E#WOOH038 OZ E %9'LI aO A'S tgVZ :W101 %I'*a0 A'S M :100d 3S 9L9 :V38V 3JVZIVJ 03HOV130 Pl—f4P U—M MS %L'E ao•A's 9L9 :39VUVD -18 tTV 1• ��I :V32iV JNW12i0013 aN003S 03iinW fXz HDIVO 11V8 18a ,o-d X.o+,g 13SO10 z#NOOaa38 g %8'6 aO•d•S OCS'L :33N30IS3a 3S L6V L :V3NV JNVUI UOOIA 1SHU AN4010V3 M00NIM NWLL ( I usq umolq 4op 10 S° :3JVZ83n00101 a3SOdOZId NOOi AOVAIad Ha .o-,L X.9+z z#wooHa3T3 9 ee•se•n3rd 3avao � AYM �0 11�l1 ; 0-1L OE/OE 8Z 0 OVO " Z " NO-,9 N9-,E 3 MOi-JNnH 310NIS Z-099E H _ an b _ SS32iJ3 Z L Zi3/10 Z " � 8E L8.9 6Z•EZ !. *,XZ Hi .0=1L X.}-z 13SOiO NI-NTdM A NVWIHd L s S3OIAa3S03J U vTTo�rnw i 3 S3JdlOOd 3bt/nOS a3SOd021d rXZ Ha .o-Lx,ra 13SO13N1-NIVMAHVWIHd 9 c3,r3s011ow 3�OH 1S31 511.INS 3� �M OiVi i I 3 MOi-UOOa OLLVd 67IDT L 311i L OE/OE 8Z'0 OVO ZL•E L NO-,s NL-,E JNWISNI 039NIH 09 MMS1 0 9xz NOOI AOVAIad Did .0•,L X-i-,z 13So10 H31VM 91 i I S,d3W ZIOOId aNO03S M,01',E9.LLS ZE 1�l 4 * ¢ I 2i13 aNZ 1,O-1L *XZ )i OI AOVAIad Ha .0-J.X.$-,Z WOOHHIVS AHVWIHd t a 4ti1 ; S,d3W NOON 1S1113 Ed3W aelioo+®o+or+ 'w� Zlld is L "{0-, S1d3W 1N3W3SV8 Zd3W OnNO01 Aovnrad Ha .o-L X.0-,E wO0ao38 kNVN18d E siIV13a lslOr ZIOOi3 Irl 1d3W IF 3111 L 8131SL NL VAr OE/OE EE•0 sZ•O Zti•9L "O-,q "0-,q 3 MOi-3ZifLL01d Mot 3 S11V13a JNIiV3S ZIIV S0 yxZ H31V3 llVB 180 .o-d x,0 ,y 13SO10 N3NI1 z \\ `_ _ •/3 a I SlIVl30 0NI1d3S ZIM `� yxZ )IOoI AOVnrad HI .o-L X.t-,z wO0aH1Ve 11VH L 'I 'atom _ I C SNVId i00d JNIWWIMS T —F-s- I L 311i L MO-18 OE/OE EE•0 8Z•0' 99'L L 9-,y "0-5 3 MOi-3Z1n101d 9*09 3 *XZ dINIS H3H1V3M Ha .0'd X.9-,z NOON AHONnVI 0 I `�� o SWVI:IJV10'8 SNOLLV1n0lV0 i1VM M I I ( �) a30Va8 3JVZIVJ 03H0V.3a 8 LV a001d ON003S SNVId 3JVZIHJ a3HOV130 1 Z I SiiVM 030VUS Z103 L LV *XZ HO1VO iiVS 180 .0-,9 X.0-Jr 13SO-0 HOINnr 6 1 L 311i L 9Z/9Z OZ'0 ZE 0 i►L L9 0-,g NO-18 3 MOl-Z100a OLLVd 0808 a 1 °� A°�s ;Pe¢ I c SWVZIJVIO H.LVd OVOI i + rXz A001 AOVAIad Hi .o-,9 Xrr'-z wOOHH1V8 HOINnr 9 um MOW - 1 n a I J SWVZIJVIO IIVM O30VZ18 %v 03M WNW wn NOOi3 aN003S *XZ A001 AOVAIad HI .o-,9 X.9+,z WOOHa38 aOINnr L SPMOV10 IIVM a ZI8 30V M 03llnW M00NIM 3id12i1 I 09L1# az0 ZIOOl31SZII3 AN 010V3 L L U3A0 Z 110-,s OE/OE 8Z•0 OVO ZT" ..0-.9 .9-,0 L 3 MOi-JNnH 310NIS E-099E 0 i xz XDOi AOVAIHd HI &19 X,i"^z WOOH H3C MOd 9 � 1 1 I SNOI1Vln0lV0iiVM 4LV yxZ H31V3lTdB l80 .0•,9X.0-•,4 Aa1NVd 9 3: C; � � � I a WdEl ZIO0i3 CIN003S \ � cu M00NW13lJNIS 9xz HO1VO llV9 ISO .0-,9 X.0-,9 13SOlO f 0`l ; SNOI1Vin0lV0 IIVM E LV L L U3AO Z NO-,8 0£!OE 8Z'0 0£'0 1'L i►L NO-19 N9-,E 3 MOl-ONnH 3lJNIS 099E 8 w �� °� a30VZ18 ZIOOi31SHI3 11o8 0V3a ONV HOOT Aumn33S C) �� co I ; SiiV130 l8 N01103S ONIalIne ZIV 9Xz 'a31V1nsNI aOIa31X3 Ha .0-SX.0-,E NOON 39VNVJ E v wit SNOLLV/13i3 Maws L LV c �� b 3: SNOLLV/�313 JNI0lln8 OW aawyy WOW NWLL � ZI3SIZ1 OLLVA3 3 a 300ZI 6V AN(OI3V3 Z L H3AO Z "0-18 OE/OE 8Z•0 OVO 8b•6Z "0-,9 NO-,L 3 MOi-ONnH 3i9NIS Z-099E V 3IOW3a HIM a3N3dO 1Nnow gals n � + � � � � I 9XZ HIM WOO 30VWD OV3Ha3AO HO .0-,9).&A% 0V3H H3AO-30VHV9 z ONIHSINI3-NVid UOOl3 ON003S sV �. 3ZIn10nus-NVId NOOid ON003S LV m O 0 = v x c O m O G) O m O = MI > D 3.Ob,E9.LLN , � in o 1108 aV3a aNV NOOI A1Ian03s ZE'SEL \ L c v � 2 � � G) -0 G) Av0 O m mo Dz SNIHSINI3-NVid N00IJ 1SNI3 9V D c c G) v X S3.Ln3uis.0 Him VA D � + O m � m � m � � v -vim r z v � 0 r z_m z_ m z_ m � -+ m — r 3anl0nNis-NVid NOOl31SZI13 9V X -I = l c z cn z C z cn > D � c ;a I 9Xz 3111 ling'0g1VlnSNI aOla31X3 Hl .o-,9 X.9r,E H3AO� Oin 1Mf' I I NVid N011VONnOd Irk/ c � m m O n G) n m G) c) m X -I m HOOId tsald S31ON 1VZ13N39 T 3000 EV = m $ m ;u rDl m TFM JNIN3d0 z SI�011 MN OrA/lco S310N 3000 ZV A v m m HOnou SHOoa 30VWD oV3HH3AO u, co 3g 4 Ln � S310N 3000 LV �� ° ~ 2 ; _ � ld33X3•NIW WO-0 3nwA11 V N NOLLVOOi D o I + -i 0° 3AVH OI S8000 HOIa31X311V � m c� 133HiNO3 3 E S 31 f (13 H JS �1000 SSV-1 E) S MOO N IM O -SNOIldO a�� ,. s1N31fVoo #13Hs 31nG3HOS �10010 O •�Q or pUn � 1S1"1ON1Mb` G _�, os f NEW Y0RK STATE BASEMENTS AND HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES 2025 RESIDENTIAL C0DE oAND UNINHABITABLE ATTICS. IN DWELLING UNITS WITH SPLIT LEVELS AND TABLE R301.2- CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA THESE PLANS HAVE BEEN DESIGNED WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS,A WIND DESIGN SUBJECT TO DAMAGE FROM FOR COMPLIANCE WITH THE. SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE GROUND SEISMIC OM ICE BARRIER AIR MEAN ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN SNOW SPEED TOPOGRAPHIC SPECIAL WIND WINDBORNE DESIGN FROST LINE UNDERLAYMENT FLOOD FREEZING ANNUAL 1.2025 RESIDENTIAL CODE OF NEW YORK STATE [NY]R102.6 EXISTING STRUCTURES.THE LEGAL OCCUPANCY OF ANY STRUCTURE [NY]R106.2 SITE PLAN.THE CONSTRUCTION DOCUMENTS SUBMITTED WITH THE ONE FULL STORY BELOW THE UPPER LEVEL. LOAD (MPH) EFFECTS k REGION I DEBRIS ZONE m CATEGORY f WEATHERINGa DEPTHb TERMITE` REQUIREMENT h HAZARDSg INDEX i TEMPI 2.2025 ENERGY CONSERVATION CODE OF NYS. EXISTING ON THE EFFECTIVE DATE OF-THIS CODE SHALL BE PERMITTED TO CONTINUE APPLICATION FOR A BUILDING PERMIT SHALL BE ACCOMPANIED BY A 4. NOT LESS THAN 3 FEET(914 MM) HORIZONTALLY FROM THE DOOR OR 20 PSF <130 NO NO NO B SEVERE 36" MOD TO HVY YES X 599 510 F 3.WIND DESIGN COMPLIANCE AS PER WITHOUT CHANGE, EXCEPT AS REQUIRED BY ANY PROVISIION OF THIS CODE OR BY ANY SITE PLAN SHOWING THE SIZE AND LOCATION OF NEW CONSTRUCTION AND OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS OTHER PROVISION OF THE UNIFORM CODE. FOR THE PURPOSES OF THIS SECTION,THE EXISTING STRUCTURES ON THE SITE AND DISTANCES FROM LOT LINES. IN THE THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY THIS MANUAL J DESIGN CRITERIA° 4. FLOOD-RESISTANT CONSTRUCTION PER TOWN OF 2025 RESIDENTIAL CODE OF NEW YORK STATE "EFFECTIVE DATE OF THIS CODE'SHALLBE DEEMED TO BE DECEMBER 31, 2025. CASE OF DEMOLITION,THE SITE PLAN SHALL SHOW CONSTRUCTION TO BE SECTION. 5. IN THE HALLWAY AND IN THE ROOM OPEN TO THE HALLWAY IN DWELLING ELEVATION ALTITUDE COINCIDENT INDOOR WINTER INDOOR WINTER DESIGN OUTDOOR WINTER DESIGN HEATING TEMPERATURE DIFFERENCE SOUTHO CONSTRUCTION STANDARDS, DEMOLISHED AND THE LOCATION AND SIZE OF EXISTING STRUCTURES AND RCNYS SEC R322,AND ASCE 24014. [NY]R102.6.1 ADDITIONS,ALTERATIONS, CHANGE OF USE OR REPAIRS.ADDITIONS, UNITS WHERE THE CEILING HEIGHT OF A ROOM OPEN TO A HALLWAY CORRECTION WET BULB DESIGN RELATIVE DRY-BULB TEMPERATURE DRY-BULB TEMPERATURE [ CONSTRUCTION THAT ARE TO REMAIN ON THE SITE OR PLOT.THE BUILDING ALTERATIONS OR REPAIRS TO ANY STRUCTURE SHALL COMPLY WITH THE OFFICIAL IS AUTHORIZED TO WAIVE OR MODIFY THE REQUIREMENT FOR A SITE 5. ENGINEERED WOOD PLACARD NOTES SERVING BEDROOMS EXCEEDS THAT OF THE HALLWAY BY 24 INCHES(610 MM) FACTOR HUMIDITY REQUIREMENTS OF APPENDIX BO.ALL NEW WORK SHALL CONFORM TO THE PLAN WHERE THE APPLICATION FOR BUILDING PERMIT IS FOR ALTERATION OR OR MORE. >400'to 0' 1 71.5° 35% 70° 10° REQUIRED ON PLANS PER TITLE 19 6.WITHIN THE ROOM TO WHICH A SLEEPING LOFT IS OPEN, IN THE IMMEDIATE 55° NYCRR PART 1265.4 REQUIREMENTS FOR A NEW STRUCTURE WITHOUT REQUIRING THE EXISTING REPAIR OR WHERE OTHERWISE WARRANTED. VICINITY OF THE SLEEPING LOFT. LATITUDE DAILY SUMMER INDOOR SUMMER INDOOR SUMMER DESIGN OUTDOOR SUMMER DESIGN COOLING TEMPERATURE DIFFERENCE 6.TOWN OF SOUTHOLD ZONING& STRUCTURE TO COMPLY WITH THE REQUIREMENTS OF THUS CODE, UNLESS OTHERWISE 7. IN EACH COMMON SPACE SHARED BY THREE OR MORE DWELLING UNITS RANGE DESIGN DESIGN RELATIVE DRY-BULB TEMPERATURE DRY-BULB TEMPERATURE CONSTRUCTION CODES. STATED.ADDITIONS,ALTERATIONS, REPAIRS AND RELOCATIONS SHALL NOT CAUSE AN [NY] R106.6 DESIGN PROFESSIONAL. CONSTRUCTION DOCUMENTS SHALL BE SUCH THAT AN ALARM NOTIFICATION IT IS CLEARLY AUDIBLE IN EACH GAINS HUMIDITY EXISTING STRUCTURE TO BECOME UNSAFE OR ADVERSELY AFFECT THE PERFORMANCE PREPARED BY A REGISTERED DESIGN PROFESSIONAL WHEN REQUIRED BY COMMON SPACE. FOR THE PURPOSE OF THIS PROVISION, COMMON SPACE I 40'N MEDIUM 86° 54% 750 850 OF THE STRUCTURE.WHERE ADDITIONS,ALTERATIONS OR CHANGES OF USE TO AN ARTICLE 145 OR ARTICLE 147 OF THE NEW YORK STATE EDUCATION LAW, BY THE SHALL MEAN ANY SPACES ACCESSIBLE BY ALL RESIDENTS, INCLUDING, 11° EXISTING STRUCTURE RESULT IN A USE, OCCUPANCY, HEIIGHT OR MEANS OF EGRESS STRICTER OF CODE ENFORCEMENT PROGRAM OF THE AUTHORITY HAVING BUT NOT LIMITED TO, LOBBIES, HALLWAYS,AND STAIRWELLS. For Sl:1 pound per square foot=0.0479kPa,1 mile per hour-0.447 m1s. OUTSIDE THE SCOPE OF THIS CODE,THE STRUCTURE SHALL COMPLY WITH THE EXISTING JURISDICTION OR A PART 1203-COMPLIANT CODE ENFORCEMENT PROGRAM, OR 8•WHERE THE INTERIOR FLOOR AREA FOR A GIVEN LEVEL OF A DWELLING a.Where weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code,the frost line depth UNIT, EXCLUDING GARAGE AREAS, IS GREATER THAN 1000 FT2 (93 M2), strength required for weathering shall govern.The weathering column shall be filled in with the weathering index,'negligible,'"moderate"or'severe'for concrete as TABLE R301.7 TABLE R301.5 MINIMUM UNIFORMLY BUILDING CODE OF NEW YORK STATE. BY ANY OTHER APPLICABLE LAW. determined from Figure R301.2(1).The grade of masonry units shall be determined from ASTM C34,ASTM C55,ASTM C62,ASTM C73,ASTM C90,ASTM C129, SMOKE ALARMS SHALL BE INSTALLED PER BOTH OF THE FOLLOWING: ASTM C145,ASTM C216 or ASTM C652. ALLOWABLE DEFLECTION DISTRIBUTED LIVE LOADS (PSF) 8.1 ALL POINTS ON THE CEILING SHALL HAVE A SMOKE ALARM WITHIN A b.M Where the frost line depth requires deeper footings than Indicated in Figure R403.1(1),the frost line depth strength required for weathering shall govern. OF STRUCTURAL MEMBERS [NY] R102.6.2 CHANGE IN USE OR OCCUPANCY. NO CHANGE SHALL BE MADE IN THE USE SECTION R109-INSPECTIONS DISTANCE OF 30 F T(9.1 M)TRAVEL DISTANCE OR SHALL HAVE AN The authority having jurisdiction shall fill in the frost line depth column with the minimum depth of footing below finish grade.c.[NY]The authority having jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local USE UNIFORM CONCENTRATED OR OCCUPANCY OF ANY BUILDING OR STRUCTURE UNLESS SUCH BUILDING OR EQUIVALENT OF ONE SMOKE ALARM PER 500 FT2 (46 M2)OF FLOOR subterranean termite damage. ALLOWABLE LOAD(PSF) LOAD(Ib) STRUCTURE IS MADE TO COMPLY WITH THE REQUIREMENITS OF APPENDIX BO OF THIS AREA. d.[NY]The authority having jurisdiction shall fill in this part of the table with the wind speed from the ultimate design wind speeds map[Figure R301.2(2)].Wind STRUCTURAL MEMBER exposure category shall be determined on a site-specific basis in accordance with Section R301.2.1.4. DEFLECTION CODE. [NY]R109.1 CONSTRUCTION INSPECTIONS.ANY PERSON OR ENTITY PERFORMING 8.2 WHERE DWELLING UNITS INCLUDE GREAT ROOMS OR e.[NY]The authority having jurisdiction shall fill in this section of the table to establish the design criteria using Table 10Afrom ACCA Manual J or established UNIHABITABLE ATTICS WITHOUT STORAGE b 10 - VAULTED/CATHEDRAL CEILINGS EXTENDING OVER MULTIPLE FLOORS, crite is determined by the authority having jurisdiction. RAFTERS HAVING SLOPES GREATER THAN 3:12 W/ U180 UNIHABITABLE ATTICS WITH LIMITED STORAGE b,g 20 WORK FOR WHICH A BUILDING PERMIT HAS BEEN ISSUED SHALL KEEP SMOKE ALARMS LOCATED ON THE UPPER FLOOR THAT ARE INTENDED f.[NY]The authority having jurisdiction shall fit in this part of the table v ith the seismic design category determined from Section R301.2.2.1. FINISHED CEILING NOT ATTACHED TO RAFTERS I HABITABLE ATTICS AND ATTICS 30 [NY] SECTION R105-BUI LDI NC-1 PERMITS WORK ACCESSIBLE AND EXPOSED UNTIL THE WORK HAS BEEN INSPECTED AND TO PROTECT THE AFOREMENTIONED AREA SHALL BE PERMITTED TO BE g•[NY]To establish flood hazard areas,each city,town,orvillage regulated under Part 1203 of Title 19 of the Official Compilation of Codes,Rules and Regulations - ACCEPTED BY THE AUTHORITY HAVING JURISDICTION, OR ITS AUTHORIZED of the State of New York(NYCRR)shag adopt a flood hazard map and supporting data.The flood hazard map shall include,at a minimum,special flood hazard SERVED WITH FIXED STAIRS [NY]R105.1 REQUIRED PERMITS.NO PERSON OR ENTITY SHALL COMMENCE, PERFORM,OR CONSIDERED AS PART OF THE LOWER FLOOR'S PROTECTION SCHEME. areas as identified by the Federal Emergency Management Agency in the Flood Insurance study for the community,as amended or revised with: INTERIOR WALLS AND PARTITIONS H/180 BALCONIES(EXTERIOR)AND DECKS a 40 AGENT,AT EACH ELEMENT OF THE CONSTRUCTION PROCESS THAT IS I.The accompanying Flood Insurance Rate Map(FIRM), CONTINUE ANY WORK THAT MUST CONFORM WITH THE UNIFORM CODE AND/OR ENERGY APPLICABLE TO THE WORK AND SPECIFIED IN THE STRICTER OF THE AUTHORITY R310.3.1 INSTALLATION NEAR COOKING APPLIANCES. SMOKE ALARMS SHALL ii.Flood Boundary and data along Map(ny revisions and FIRE ESCAPES 40 HAVING JURISDICTION'S CODE ENFORCEMENT PROGRAM OR A PART h.Related supporting data along with any revisions thereto. FLOORS U360 GUARDS 200 n,i BE INSTALLED NOT LESS THAN 10 FEET(3048 MM) HORIZONTALLY h.[NY]In accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there has been a history of local damage - CODE UNLESS ALL OF THE FOLLOWING APPLY: 1203-COMPLIANT CODE ENFORCEMENT PROGRAM. FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. from the effects of ice damming,the authority having jurisdiction shall fig in this part of the table with"YES."Otherwise,the authority having jurisdiction shall fig in GUARD IN-FILL COMPONENTS f 50 n 1. SUCH PERSON OR ENTITY HAS APPLIED TO THE AUTHORITY HAVING JURISDICTION FOR this part of the table with"NO." CEILINGS WITH BRITTLE FINISHES U360 HANDRAIL d - 200 h EXCEPTION: SMOKE ALARMS SHALL BE PERMITTED TO BE INSTALLED NOT 1.[NYI The authority having jurisdiction shag fig in this part of the table with the 100-year retum period airfreezing index(BF-days)from Figure R403.3(2)orfrom A PERMIT. N R109.3 INSPECTION REQUESTS. IT SHALL BE THE DUTY OF THE PERMIT LESS THAN 6 FEET(1829 MM)HORIZONTALLY FROM A PERMANENTLY the 100-year(99 percent)value on the National Climatic Data Center data table'Air Freezing Index-USA Method(Base 32°F)' (INCLUDING PLASTER AND STUCCO) [ PASSENGER VEHICLE GARAGES 50 2,000 a 2.THE AUTHORITY HAVING JURISDICTION HAS ISSUED A PERMIT AUTHORIZING SUCH INSTALLED COOKING APPLIANCE WHERE NECESSARY TO COMPLY WITH j•[NY]The authority having jurisdiction shag fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air AREAS OTHER THAN SLEEPING AREAS 40 - HOLDER OR THEIR DULY AUTHORIZED AGENT TO NOTIFY THE BUILDING OFFICIAL SECTION R310.3. F)' SLEEPING AREAS 30 Freezing Index-USA Method(Base 32" CEILINGS WITH FLEXIBLE FINISHES U240 WORK. THAT SUCH WORK IS READY FOR INSPECTION. IT SHALL BE THE DUTY OF THE k.[NYI In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up INCLUDING GYPSUM BOARD 3. SUCH PERMIT HAS NOT BEEN REVOKED OR SUSPENDED. effects,the authority having jurisdiction shall fill in this part of the table with"YES'Otherwise,the authority having jurisdiction shall indicate"NO"in this part of the ( ) STAIRS 40c 300 c PERMIT HOLDER TO PROVIDE ACCESS TO AND MEANS FOR INSPECTION OF SUCH table. WORK THAT ARE REQUIRED BY THIS CODE. N R310.4 INTERCONNECTION.WHERE MORE THAN ONE SMOKE ALARM IS 4. SUCH PERMIT HAS NOT EXPIRED. [ � I.[NYI In accordance with Figure R301.2(2),where there is local historical data documenting unusual wind conditions,the authority having jurisdiction shall fill in For SI:1 inch=25.4 mm,1 pound per square foot=0.0479 kPa,1 square inch=645 mm2,1 pound=4.45 N. REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN this part of the table with'YES'and identify any specific requirements.Otherwise,the authority having jurisdiction shag indicate"NO"in this part of the table. ALL OTHER STRUCTURAL MEMBERS U240 a.Elevated garage floors shall be capable of supporting the uniformly distributed live load or a 2,000-pound concentrated load applied on ACCORDANCE WITH SECTION R310.3,THE ALARM DEVICES SHALL BE in.[NY]In accordance with Section R301.2.1.2 the authority having jurisdiction shag indicate the wind-borne debris wind zone(s).Otherwise,the authority having EXCLUDING GUARDS AND HANDRAILS an area of 41 inches by 43 inches,whichever produces the greater stresses. [NY] R105.2 WORK EXEMPT FROM PERMIT REQUIREMENT.IA PERMIT SHALL NOT BE SECTION R110-CERTIFICATE OF OCCUPANCY INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM jurisdiction shall indicate'NO"in this part of the table. b.Uninhabitable attics without storage are those where the dear height between joists and rafters is not more than 42 Inches,or where n.[NY]The authority having jurisdiction shag fig in these sections of the table to establish the design criteria using Table 1a or 1 b from ACCA Manual J or there are not two or more REQUIRED FOR WORK IN ANY CATEGORY THAT IS EXCLUDED FROM adjacent trusses with web configurations capable of accommodating an assumed rectangle 42 inches in height WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING UNIT. established criteria determined by the authority having jurisdiction. EXTERIOR WALLS-WIND LOADS a H/360 THE PERMIT REQUIREMENT BY THE AUTHORITY HAVING JIURISDICTION'S CODE to 24 inches in width,or greater,within the plane of the trusses.This live bad need not be assumed toad concurrently with any other live [NY]R110.1 CERTIFICATES OF OCCUPANCY.WHERE THE STRICTER OF THE PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE REQUIRED o.[NY]The authority having jurisdiction shall fill in this section of the allowable stress design table using the Ground Snow Loads in Figure R3012(3)in accordance load requirements. ENFORCEMENT PROGRAM, PROVIDED THAT PART 1203 ALILOWS AN AUTHORITY WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND with Section R301.2.3. WITH PLASTER OR STUCCO c.Individual stair treads shall be capable of supporting the uniformly distributed live load or a 300-pound concentrated load applied on an HAVING JURISDICTION TO EXCLUDE SUCH CATEGORY OF)WORK FROM THE PERMIT AUTHORITY HAVING JURISDICTION'S CODE ENFORCEMENT PROGRAM OR A PART area of2inchesby2inches,whicheverproducesthegreaterstresses. 1203-COMPLIANT CODE ENFORCEMENT PROGRAM REQUIRES A CERTIFICATE UPON ACTIVATION OF ONE ALARM. N 915.2.4.2 FORCED-INDIRECT CARBON MONOXIDE SOURCES. EXTERIOR WALLS-WIND LOADS a H/240 d.A single concentrated load applied in any direction at any point along the top.For a guard not required to serve as a handrail,the load REQUIREMENT. EXEMPTIONS FROM PERMIT REQUIREMENITS SHALL NOT BE EXCEPTION: SMOKE ALARMS AND ALARMS INSTALLED TO SATISFY SECTION [ need not be applied to the top element of the guard in a direction parallel to such element. OF OCCUPANCY FOR PERMISSION TO USE OR OCCUPY A BUILDING OR BEDROOMS OR SLEEPING ROOMS IN DWELLING UNITS OR SLEEPING WITH OTHER BRITTLE FINISHES DEEMED TO GRANT AUTHORIZATION FOR ANY WORK TO B3E DONE IN ANY MANNER IN R310.4.1 SHALL NOT BE REQUIRED TO BE INTERCONNECTED TO EXISTING e.See Section R507.1 for decks attached to exterior walls. STRUCTURE, OR ANY PORTION THEREOF NO PERSON OR ENTITY SHALL USE OR UNITS THAT ARE EXPOSED TO A FORCED-INDIRECT CARBON MONOXIDE f.Guard"D components(all those except the handrail),balusters and panel fillers shag be designed to withstand a horizontally applied VIOLATION OF ANY PROVISION THE UNIFORM CODE,THE ENERGY OCCUPY SUCH BUILDING OR STRUCTURE, OR PORTION THEREOF, UNLESS ALL SMOKE ALARMS WHERE SUCH EXISTING SMOKE ALARMS ARE NOT SOURCE SHALL BE PROVIDED WITH CARBON MONOXIDE DETECTION IN a d normal load of 50 pounds on an area equal to 1 square foot.This load need not be assumed to act concurrently with any other live load CODE, OR ANY OTHER APPLICABLE LAW. INTERCONNECTED OR WHERE SUCH NEW SMOKE ALARM OR ALARM IS NOT EXTERIOR WALLS-WIND LOADS H/120 requirement OF THE FOLLOWING APPLY: CAPABLE OF BEING INTERCONNECTED TO THE EXISTING SMOKE ALARMS. ACCORDANCE WITH FLEXIBLE FINISHES g.Uninhabitable attics with limited sdorage are those where the dear height between joists and rafters is 42 inches or greater,or where WITH.SECTION 915.2.4.1 OR SECTION 915.2.3. there are two or more adjacent misses with web configurations capable of accommodating an assumed rectangle 42 inches in height by 1.THE AUTHORITY HAVING JURISDICTION HAS ISSUED SUCH CERTIFICATE OF 24 inches in width,or greater,withini the plane of the trusses. [NY] R105.3 APPLICATIONS FOR BUILDING PERMITS.A PERSON OR ENTITY APPLYING FOR OCCUPANCY. [NY] R310.4.1 HEAT DETECTION INTERCONNECTION. HEAT DETECTION SHALL LINTELS SUPPORTING MASONRY U600 The live load need only be applied to those portions of the joists or truss bottom chords where all of the following conditions are met: A BUILDING PERMIT SHALL SUBMIT AN APPLICATION TO THE 2.SUCH CERTIFICATE OF OCCUPANCY HAS NOT BEEN REVOKED OR BE CONNECTED TO AN ALARM OR SMOKE ALARM THAT IS INSTALLED [NY] 915.3 LOCATION OF DETECTION DEVICES. CARBON MONOXIDE e 1.The attic area is accessed from am opening not less than 20 inches in width by 30 inches in length that is located where the dear height AUTHORITY HAVING JURISDICTION.AN APPLICATION FOR iA BUILDING PERMIT SHALL DETECTION DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH VENEER WALLS in the attic is not less than 30 inches. SUSPENDED. IN THE DWELLING UNIT.ALARMS AND SMOKE ALARMS THAT ARE INSTALLED 2.The slopes of the joists or truss boottom chords are not greater than 2 units vertical in 12 units horizontal. INCLUDE:AN APPLICATION FOR A BUILDING PERMIT SHAUL INCLUDE: MANUFACTURER'S INSTRUCTIONS IN A LOCATION THAT AVOIDS DEAD AIR 3.Required insulation depth is less Ithan the joist or miss bottom chord member depth. 3. IN THE CASE OF A TEMPORARY CERTIFICATE OF OCCUPANCY, SUCH FOR THIS PURPOSE SHALL BE LOCATED IN A HALLWAY, ROOM OR OTHER Nate:L=span length,H=Span height. The remaining portions of the joists for miss bottom chords shall be designed for a uniformly distributed concurrent live load of not less 1. CONSTRUCTION DOCUMENTS THAT SATISFY THE REQUIREMENTS OF SECTION R106.1. LOCATION THAT WILL PROVIDE OCCUPANT NOTIFICATION. SPACES,TURBULENT AIR SPACES, FRESH AIR RETURNS, OPEN WINDOWS a.For the purpose of the determining deflection limits herein,the wind load shall be than 10 pounds per square foot TEMPORARY CERTIFICATE OF OCCUPANCY HAS NOT EXPIRED. AND OBSTRUCTIONS THAT WOULD INHIBIT ACCUMULATION OF CARBON permitted to be taken as 0.7 times the component and cladding(ASD)loads obtained from h.Glazing used in handrail assembliies and guards shall be designed with a load adjustment factor of 4.The load adjustment factor shag 2.ANY AND ALL OTHER SUBMITTAL DOCUMENTS REQUIRED BY SECTION IRE MONOXIDE AT THE DETECTION LOCATION. CARBON MONOXIDE Table R301.2.1(1). be applied to each of the concentratied loads applied to the top of the rail,and to the load on the in-fill components.These loads shall be 3.ANY AND ALL INFORMATION AND DOCUMENTATION THA rT MAYBE REQUIRED BY THE R310.5 COMBINATION ALARMS. COMBINATION SMOKE AND CARBON MONOXIDE [NY]R110.1.1 AUTHORIZED USES AND OCCUPANCIES.WHERE A CERTIFICATE OF ALARMS SHALL BE PERMITTED TO BE USED IN LIEU OF SMOKE DETECTION IN AIR DUCTS OR PLENUMS SHALL NOT BE PERMITTED AS AN b.For cantilever members,L shall be taken as twig determined independent of one another,and loads are assumed not to occur with an the length of the cantilever. y other live load. STRICTER OF THE AUTHORITY HAVING JURISDICTION'S CODE OCCUPANCY HAS BEEN ISSUED FOR A BUILDING OR STRUCTURE, OR ALTERNATIVE TO REQUIRED DETECTION LOCATIONS. c.For aluminum structural members or panels used in roofs or walls of sunroom additions I.Where the top of a guard system is not required to serve as a handrail,the single concentrated load shag be applied at any point along ENFORCEMENT PROGRAM OR A PART'I 203--COMPLIANT(CODE ENFORCEMENT PROGRAM. ALARMS. or patio covers,not supporting edge of glass or sandwich panels,the total load the top,in the vertical downward dire;dion and in the horizontal direction away from the walking surface.Where the top of a guard is also ANY PORTION THEREOF, NO PERSON OR ENTITY SHALL USE OR OCCUPY SUCH serving as the handrail,a single concentrated load shall be applied in any direction at any point along the top.Concentrated loads shag not 4. SUCH OTHER INFORMATION AND DOCUMENTATION AS\THE AUTHORITY HAVING ] 9[NY] PERMISSIBLE DETECTION DEVICES. CARBON MONOXIDE deflection shall not exceed U60.For continuous aluminum structural members supporting be applied concurrently. JURISDICTION MAY DETERMINE TO BE NECESSARY TO ALILOW THE DETECTION SHALL BE PROVIDED BY A CARBON MONOXIDE DETECTION BUILDING OR STRUCTURE, OR SUCH PORTION THEREOF, FOR ANY USE OR [NY] R310.6 POWER SOURCE. SMOKE ALARMS AND HEAT DETECTION SHALL edge of glass,the total load deflection shall not exceed U175 for each glass Iite or AUTHORITY HAVING JURISDICTION TO(DETERMINE WHETHER THE PROPOSED WORK OCCUPANCY OTHER THAN THAT AUTHORIZED BY SUCH CERTIFICATE OF RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH SYSTEM COMPLYING WITH SECTION 915.4.2 UNLESS CARBON MONOXIDE U60 for the entire length of the member,whichever is more stringent.For sandwich panels CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR OCCUPANCY. WIRING IS SERVED FROM A COMMERCIAL SOURCE AND,WHERE PRIMARY used in roofs or walls of sunroom additions or patio covers,the total load deflection MAINTAINING JOB SITE SAFETY DURING THIS PHASE CONFORMS WITH THE UNIFORM CODE,THE ENERGY CODIE, POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING ALARMS ARE PERMITTED BY SECTIONS 915.4.1. shall not exceed U120. AND OTHER APPLICABLE LAWS. SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN d.Deflection for exterior walls with interior gypsum board finish shall be limited to an OF WORK&SHALL COMPLY WITH ALL APPLICABLE THOSE REQUIRED FOR OVERCURRENT PROTECTION. [NY] 915.4.1 CARBON MONOXIDE ALARMS. CARBON MONOXIDE ALARMS allowable deflection of H/180. FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING SECTION R114-STOP WORK ORDER COMPLYING WITH SECTIONS 915.4.1.1 THROUGH 915.4.1.3 SHALL BE e.Refer to Section R703.8.2.The dead load of supported materials shall be included when BUT NOT LIMITED TO BUILDING CODES,OSHA [NY] R105.3.1 APPROVAL OF CONSTRUCTION DOCUMENTS.WHEN THE AUTHORITY HAVING EXCEPTIONS: PERMITTED IN LIEU OF A CARBON MONOXIDE DETECTION SYSTEM IN calculating the deflection of these members. REGULATIONS.LIFE SAFETY CODES,&HAZARDOUS JURISDICTION ISSUES A BUILDING PERMIT,THE AUTHORITTY 1. SMOKE ALARMS AND HEAT DETECTION SHALL BE PERMITTED TO BE BOTH OF THE FOLLOWING: MATERIAL REMOVAL&DISPOSAL. HAVING JURISDICTION SHALL APPROVE:THE CONSTRUCTIION DOCUMENTS IN WRITING. [NY] R114.1 STOP WORK ORDERS.THE AUTHORITY HAVING JURISDICTION IS BATTERY OPERATED WHERE INSTALLED IN BUILDINGS WITHOUT 1. DWELLING UNITS, SLEEPING AREAS,AND SLEEPING UNITS. WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE AIPPROVED AUTHORIZED TO ISSUE A STOP WORK ORDER TO HALT WORK THAT IS BEING COMMERCIAL POWER. 2. LOCATIONS OTHER THAN DWELLING UNITS OR SLEEPING UNITS, CONSTRUCTION DOCUMENTS AND THE TERMS AND COND)ITIONS, IF ANY, OF THE PERFORMED WITHOUT A REQUIRED PERMIT;WORK THAT IS BEING PERFORMED 2. SMOKE ALARMS AND HEAT DETECTION INSTALLED IN ACCORDANCE WITH WHERE APPROVED, PROVIDED THAT THE MANUFACTURER'S THE CONTRACTOR SHALL INDEMNIFY&HOLD AFTER A REQUIRED PERMIT HAS BEEN REVOKED OR SUSPENDED OR HAS SECTION R310.2.2 SHALL BE PERMITTED TO BE BATTERY R301.2.2.2 HARMLESS THE OWNER,THE ARCHITECT,AND BUILDING PERMIT. EXPIRED;WORK THAT IS BEING CONDUCTED IN A DANGEROUS OR UNSAFE POWERED. INSTRUCTIONS DO WEIGHTS OF MATERIALS PSF THEIR AGENTS&EMPLOYEES FROM AND AGAINST NOT PROHIBIT INSTALLATION IN LOCATIONS OTHER THAN DWELLING (PSF) ALL CLAIMS,DAMAGES, LOSSES AND EXPENSES SECTION R106-CONSTRUCTIION DOCUMENITS MANNER; OR WORK THAT IS CONTRARY TO PROVISIONS OF THE UNIFORM SECTION R311-CARBON MONOXIDE ALARMS UNITS OR SLEEPING UNITS AND THAT THE ALARM SIGNAL FOR ANY DEAD ARISING OUT OF OR RESULTING FROM ANY OF THE CODE,THE ENERGY CODE,THE APPROVED CONSTRUCTION DOCUMENTS, OR CARBON USE LOAD ITEMS LISTED ABOVE. [NY]R106.1 GENERAL. SUBMITTAL DOCUMENTS CONSISTING OF CONSTRUCTION THE TERMS AND CONDITIONS(IF ANY)OF THE PERMIT. NO PERSON OR ENTITY MONOXIDE ALARM INSTALLED IN A NORMALLY UNOCCUPIED LOCATION IS SHALL COMMENCE, PERFORM OR CONTINUE ANY WORK IF THE AUTHORITY [NY]R311.1 GENERAL. CARBON MONOXIDE ALARMS SHALL BE PROVIDED ANNUNCIATED BY AN AUDIBLE AND VISUAL SIGNAL IN AN APPROVED COMBINED ROOF AND CEILING ASSEMBLIES 15 PSF THE CONTRACTOR SHALL VERIFY ALL FIELD DOCUMENTS,AND OTHER DATA SHALL BE SUBMITTED WITTH EACH HAVING JURISDICTION HAS ISSUED A STOP WORK ORDER WITH RESPECT TO IN ACCORDANCE WITH SECTION 915 OF THE FIRE CODE OF NEW YORK STATE. LOCATION. EXTERIOR LIGHT-FRAME WOOD WALLS 14 PSF CONDITIONS AND NOTIFY THE ARCHITECT OF ANY APPLICATION FOR A BUILDING PERMIT.THE AUTHORITY HAVING JURISDICTION MAY INTERIOR LIGHT-FRAME WOOD WALLS Nfl WAIVE THE REQUIREMENT FOR CONSTRUCTION DOCUMENTS WHERE A sucH WORK. SECTION 915-CARBON MONOXIDE (CO) DETECTION- [NY] 915.4.1.1 POWER SOURCE. IN BUILDINGS WITH A WIRED POWER 8-INCH-THICK MASONRY WALLS CONDITIONS NOT ASSUMED AS SHALL TAKE AND BE Q' REGISTERED DESIGN PROFESSIONAL 1:3 NOT REQUIRED BZY LAW AND WHERE EITHER THE FCoNYS SOURCE, CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY 6-INCH-THICK CONCRETE WALLS RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. WORK TO BE DONE INVOLVES MINOR ALTERATIONS OR REEPAIRS, OR POWER FROM A PERMANENT CONNECTION TO THE BUILDING WIRING, SIP WALLS WHERE PLANS AND SPECIFICATIONS ARE DETERMINED BlY THE AUTHORITY HAVING SECTION R308-SITE ADDRESS WITH NO DISCONNECTING MEANS OTHER THAN FOR OVERCURRENT THE ARCHITECT SHALL BE HELD HARMLESS BY ANY [NY] 915.1 GENERAL. NEW AND EXISTING BUILDINGS SHALL BE PROVIDED PROTECTION, AGENCY FOR ANY"ERRORS&OMISSIONS"ON JURISDICTION N NOT BE NECESSARY TO VERIFY CODE CAMPLIANCE. WITH CARBON MONOXIDE(CO)DETECTION AND NOTIFICATION IN AND SHALL BE PROVIDED WITH A BATTERY BACKUP. IN BUILDINGS THESE DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE IN ACCORDANCE WITH SECTIONS R106.1.1 R308.1 ADDRESS IDENTIFICATION. BUILDINGS SHALL BE PROVIDED WITH ACCORDANCE WITH SECTIONS 915.2 THROUGH 915.5. WITHOUT A WIRED POWER SOURCE, CARBON MONOXIDE ALARMS SHALL THROUGH R106.6. APPROVED ADDRESS IDENTIFICATION.THE ADDRESS IDENTIFICATION SHALL BE BE THE CONTRACTOR IS SOLEY RESPONSIBLE FOR LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET OR 915.2 WHERE REQUIRED. CARBON MONOXIDE DETECTION SHALL BE BATTERY POWERED. "METHODS&MEANS"OF CONSTRUCTION. THE [NY]R106.1.1 INFORMATION ON CONSTRUCTION DOCUMENTS.CONSTRUCTION ROAD FRONTING THE PROPERTY.ADDRESS IDENTIFICATION CHARACTERS PROVIDED IN INTERIOR SPACES,OTHER THAN DWELLING UNITS OR SLEEPING EXCEPTION: FOR EXISTING BUILDINGS NOT PREVIOUSLY REQUIRED TO ARCHITECT IS NOT RESPONSIBLE FOR FIELD DOCUMENTS SHALL: UNITS,THAT ARE EXPOSED TO A CARBON MONOXIDE SOURCE IN HAVE CARBON MONOXIDE ALARMS PERMANENTLY CONNECTED TO A SUPERVISION. 1. DEFINE THE SCOPE OF THE PROPOSED WORK; SHALL CONTRAST WITH THEIR BACKGROUND.ADDRESS NUMBERS SHALL BE ACCORDANCE WITH SECTIONS 915.2.1 THROUGH 915.2.3. CARBON MONOXIDE WIRED 2. BE OF SUFFICIENT CLARITY TO INDICATE THE LOCATIONV, NATURE AND EXTENT OF THE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL NOT BE DETECTION FOR DWELLING UNITS OR SLEEPING UNITS THAT ARE EXPOSED POWER SOURCE, EXISTING BATTERY-POWERED AND PLUG-IN WITH SPELLED OUT. EACH CHARACTER SHALL BE NOT LESS THAN 4 INCHES(102 MM) TO A CARBON MONOXIDE SOURCE SHALL BE IN ACCORDANCE WITH SECTION BATTERY BACKUP CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO PROPOSED WORK; IN HEIGHT WITH A STROKE WIDTH OF NOT LESS THAN 0.5 INCH(12.7 MM). 915.2.4. 3.SHOW IN DETAIL THAT THE PROPOSED WORK WILL CONJFORM TO THE PROVISIONS OF REMAIN IN SERVICE.WHEN REPLACED, REPLACEMENT WITH THE UNIFORM CODE,THE ENERGY CODE,AND OTHER APFPLICABLE LAWS; WHERE REQUIRED BY THE FIRE CODE OFFICIAL,ADDRESS IDENTIFICATION BATTERY-POWERED AND PLUG-IN WITH BATTERY BACKUP CARBON SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE [NY] 915.2.1 INTERIOR SPACES WITH DIRECT CARBON MONOXIDE SOURCES. MONOXIDE ALARMS SHALL BE PERMITTED. 4. INCLUDE ALL INFORMATION REQUIRED BY ANY PROVISIION OF THIS CODE OR BY ANY EMERGENCY RESPONSE.WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD IN ALL OCCUPANCIES, INTERIOR SPACES WITH A DIRECT CARBON MONOXIDE OTHER APPLICABLE PROVISIONS OF THE UNIFORM CODE,OR THE ENERGY CODE; AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY,A SOURCE SHALL BE PROVIDED WITH CARBON MONOXIDE DETECTION LOCATED [NY] 915.4.1.2 LISTINGS. CARBON MONOXIDE ALARMS SHALL BE LISTED �REp AR 5.INCLUDE ANY AND ALL ADDITIONAL INFORMATION AND[DOCUMENTATION THAT MAY BE IN CLOSE PROXIMITY TO THE DIRECT CARBON MONOXIDE SOURCE AND IN IN ACCORDANCE WITH UL 2034. COMBINATION CARBON MONOXIDE/ '\ y MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY �5 �SzoPHF � REQUIRED BY THE STRICTER OF THE CODE ENFORCEMENT PROGRAM OF THE ACCORDANCE WITH SECTION 915.3. SMOKE ALARMS SHALL ALSO BE LISTED IN ACCORDANCE WITH UL 217. C� ,�1 a � THE STRUCTURE.ADDRESS IDENTIFICATION SHALL BE MAINTAINED. EXCEPTION:WHERE ENVIRONMENTAL CONDITIONS IN AN ENCLOSED SPACE <v o e� n� AUTHORITY HAVING JURISDICTION OR A PART 1203-COMIPLIANT CODE ENFORCEMENT ARE INCOMPATIBLE WITH CARBON MONOXIDE DETECTION DEVICES, CARBON N 915.4.1.3 INTERCONNECTION.WHERE MORE THAN ONE CARBON NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, Q i PROGRAM'AND [ � 6. BE DIMENSIONED AND DRAWN TO AN APPROPRIATE SCALE. MONOXIDE DETECTION SHALL BE PROVIDED IN AN APPROVED ADJACENT MONOXIDE ALARM IS INSTALLED,ACTUATION OF ANY ALARM SHALL PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER * < �r: z * [NY] R106.1.2 MANUFACTURER'S INSTALLATION INSTRUCTFIONS. MANUFACTURER'S SECTION R310-SMOKE ALARMS LOCATION. CAUSE INSTALLATION INSTRUCTIONS,AS REQUIRED BY ANY APPILICABLE PROVISIONS OF THE ALL OF THE ALARMS TO SIGNAL AN ALARM CONDITION. CONSTRUCTION IN RESIDENTIAL STRUCTURES. UNIFORM CODE OR THE ENERGY CODE:, SHALL BE AVAILABLE ON THE JOB SITE AT THE [NY] R310.1 GENERAL. SMOKE ALARMS AND HEAT DETECTION SHALL COMPLY 915.2.2 INTERIOR SPACES ADJACENT T MONOXIDE SOURCE. IN GROUPS A, B, E,, I, M AND R OCCUPANCIES, INTERIOR [NY] 915.4.2 CARBON MONOXIDE DETECTION SYSTEMS. CARBON " oassy0 aa A SPACE CONTAINING A CARBON (IN ACCORDANCE WITH TITLE 19 NYCRR PART 1265) �' Q� TIME OF INSPECTION. WITH NFPA 72, SECTION R310 AND THE MANUFACTURER'S INSTALLATION SPACES THAT ARE SEPARATED FROM AND ADJACENT TO AN ENCLOSED MONOXIDE DETECTION SYSTEMS SHALL BE INSTALLED IN ACCORDANCE SIGNS IDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCTION SHALL C`5. �OF NE`N INSTRUCTIONS. PARKING GARAGE OR AN INTERIOR SPACE THAT CONTAINS A DIRECT CARBON WITH CONSISTS OF A CIRCLE 6" IN DIAMETER,WITH A STROKE WIDTH OF 1/2".THE [NY]R106.1.3 INFORMATION ON BRACED WALL DESIGN. FOR BUILDINGS AND STRUCTURES [NY]R310.1.1 LISTINGS. SMOKE ALARMS SHALL BE LISTED AND LABELED IN MONOXIDE SOURCE SHALL BE PROVIDED WITH CARBON MONOXIDE NFPA 72. SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN COLOR.THE CIRCLE PLEASE TAKE NOTICE THAT THE UTILIZING BRACED WALL DESIGN,AND WHERE REQUIRED,BY THE BUILDING OFFICIAL, ACCORDANCE WITH UL 217. HEAT DETECTION SHALL BE LISTED AND DETECTION IF THERE ARE COMMUNICATING OPENINGS BETWEEN THE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR, CONFORMING TO (CHECK ALL THAT APPLY): BRACED WALL LINES SHALL BE IDENTIFIED ON THE CONSTRUCTION DOCUMENTS. LABELED IN ACCORDANCE WITH UL 521 OR UL 539,AS APPROPRIATE FOR THE DETECTION DEVICES SHALL BE LOCATED IN CLOSE PROXIMITY TO [NY] 915.4.2.1 FIRE ALARM SYSTEM INTEGRATION.WHERE A BUILDING PERTINENT INFORMATION SHALL BE PROVIDED ON THE CONSTRUCTION DOCUMENTS, INTENDED APPLICATION. COMBINATION SMOKE AND CARBON MONOXIDE COMMUNICATING OPENINGS ON THE SIDE THAT IS FURTHEST FROM THE FIRE ALARM SYSTEM OR COMBINATION FIRE ALARM SYSTEM,AS DEFINED PANTONE MATCHING SYSTEM(PMS)#187.WHERE A SIGN IS DIRECTLY NEW RESIDENTIAL WITH ADDITIONAL DOCUMENTATION AS REQUIRED BY THEE BUILDING OFFICIAL.AT A ALARMS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 217 AND UL CARBON MONOXIDE SOURCE AND IN ACCORDANCE WITH SECTION 915.3 IN NFPA 72, IS INSTALLED, CARBON MONOXIDE DETECTION SHALL BE APPLIED TO A DOOR OR SIDELIGHT, IT MAY BE A PERMANENT NON-FADING STRUCTURE EXCEPTIONS: PROVIDED BY CONNECTING CARBON MONOXIDE DETECTORS TO THE STICKER OR DECAL. SIGNS NOT DIRECTLY APPLIED TO DOORS OR MINIMUM,THE FOLLOWING INFORMATION SHALL BE INCLUDED: 2034. 1. WHERE COMMUNICATING OPENINGS BETWEEN THE SPACE CONTAINING FIRE ALARM SYSTEM.WHERE A BUILDING FIRE ALARM SYSTEM OR A SIDELIGHTS SHALL BE OF STURDY,NON-FADING,WEATHER RESISTANT ADDITION TO EXISTING OFFICIAL PLANS ARE DULY SIGNED AND 1.THE LOCATION OF BRACED WALL LINES. [NY]R310.1.2 INSTALLATION.SMOKE ALARMS, HEAT DETECTION,AND A DIRECT CARBON MONOXIDE SOURCE AND THE ADJACENT SPACE ARE COMBINATION FIRE ALARM SYSTEM IS NOT INSTALLED, CARBON MATERIAL. RESIDENTIAL STRUCTURE SEALED AND BEAR RED-INK SIGNATURE 2.THE SPACING OF BRACED WALL LINES, INCLUDING ANY'OFFSET OF THE BRACED WALL COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE INSTALLED PERMANENTLY SEALED AIRTIGHT, CARBON MONOXIDE DETECTION IS NOT MONOXIDE DETECTION SHALL BE PROVIDED BY CONNECTING CARBON THE CONSTRUCTION TYPE PANEL LINE. IN ACCORDANCE WITH THEIR LISTING AND THE MANUFACTURER'S REQUIRED FOR THE ADJACENT SPACE. MONOXIDE DETECTORS TO A CARBON MONOXIDE DETECTION SYSTEM DESIGNATION SHALL BE REHABILITATION TO EXISTING 6"DIA "I",^[[ ,"III "IV"OR"V TO ❑ floLUMEN ARWITECTURE 3.THE BRACED WALL LINE END CONDITIONS. INSTRUCTIONS. 2. WHERE THE FIRE CODE OFFICIAL DETERMINES THAT THE VOLUME OR COMPLYING WITH NFPA 72. RESIDENTIAL STRUCTURE 4.THE LOCATION AND LENGTH OF BRACED WALL PANELS;. [NY] R310.2 WHERE REQUIRED. SMOKE ALARMS AND HEAT DETECTION SHALL CONFIGURATION OF THE ADJACENT INTERIOR SPACE IS SUCH THAT DILUTION REFLECTIVE INDICATE THE CONSTRUCTION 5.THE BRACED WALL PANEL UPLIFT LOAD. BE PROVIDED IN ACCORDANCE WITH THIS SECTION. OR GEOMETRY WOULD DIMINISH THE EFFECTIVENESS OF CARBON MONOXIDE [NY] 915.4.2.2 CARBON MONOXIDE DETECTOR LISTING. CARBON RED PANTONE CLASSIFICATION OF THE 6.THE CONSTRUCTION METHOD FOR BRACED WALL PANELS, INCLUDING CONNECTIONS [NY]R310.2.1 NEW CONSTRUCTION. SMOKE ALARMS SHALL BE PROVIDED IN DETECTION DEVICES LOCATED IN SUCH SPACES, DETECTION DEVICES MONOXIDE DETECTORS SHALL BE LISTED AS COMPLYING WITH UL 2075. (PMS)#187 STRUCTURE UNDER SECTION 2 Windemere Court 602 OF THE BCNYS. TO BE CONSTRUCTED OR , ADDITIONAL TO THOSE REQUIRED BY SECTION 915.2.1 SHALL BE LOCATED ON COMBINATION CARBON MONOXIDE/SMOKE DETECTORS SHALL BE LISTED VPERFORMED AT THE SUBJECT AT TOP AND BOTTOM TO FLOOR, ROOF,AND/OR CEILING FFRAMING, DWELLING UNITS. HEAT DETECTION SHALL BE PROVIDED IN NEW THE SIDE OF COMMUNICATING OPENINGS THAT IS CLOSEST TO THE CARBON IN ACCORDANCE WITH UL 268 AND UL 2075. P.O. Box 169, Speonk,NY 11972 AND FOUNDATIONS. ATTACHED GARAGES. ELECTIVE PROPERTY REFERENCED Phone: 631-874-2925 MONOXIDE SOURCE. z WHITE TO THE LOWER RIGHT WILL R310.2.2 ALTERATIONS, REPAIRS AND ADDITIONS.WHERE ALTERATIONS, [NY]R106.1.4 INFORMATION FOR CONSTRUCTION IN FLOOID HAZARD AREAS. FOR REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR,THE INDIVIDUAL [NY] 915.4.2.3 ALARM NOTIFICATION. FOR OTHER THAN GROUP E N FR yr SrROICE UTILIZE(CHECK EACH Fax: 631-874-7377 915.2.3 INTERIOR SPACES WITH FORCED-INDIRECT CARBON MONOXIDE OCCUPANCIES,ACTIVATION OF A CARBON MONOXIDE DETECTOR SHALL APPLICABLE LINE): BUILDINGS AND STRUCTURES LOCATED IN WHOLE OR IN(PART IN FLOOD HAZARD AREAS DWELLING UNIT SHALL BE EQUIPPED WITH SMOKE ALARMS LOCATED AS SOURCES. IN ALL OCCUPANCIES, INTERIOR SPACES WITH A INITIATE ALARM NOTIFICATION IN ACCORDANCE WITH ANY OF THE adam@delumenarchitecture.com AS ESTABLISHED BY TABLE R301.2, CONSTRUCTION DOCUMENTS SHALL INCLUDE: REQUIRED FOR NEW DWELLINGS. FORCED-INDIRECT CARBON MONOXIDE SOURCE SHALL BE PROVIDED WITH FOLLOWING: SIGNS IDENTIFYING THE TRUSS TYPE EXISTIANCE OF TRUSS 1. DELINEATION OF FLOOD HAZARD AREAS, FLOODWA',Y BOUNDARIES AND FLOOD EXCEPTIONS: CARBON MONOXIDE DETECTION IN ACCORDANCE WITH EITHER OF THE 1. AN AUDIBLE AND VISIBLE ALARM NOTIFICATION THROUGHOUT THE CONSTRUCTION(TT) ZONES AND THE REQUIRED FLOOD ELEVATION,AS APPROPRIATE. 1.WORK INVOLVING THE EXTERIOR SURFACES OF DWELLINGS, SUCH AS THE FOLLOWING: BUILDING AND AT THE CONTROL UNIT. DESIGNATION FOR STRUCTURAL CONSTRUCTION SHALL 1. DETECTION IN EACH APPROVED FIRE AN COMPONENTS THAT ARE OF TRUSS CONSISTS OF A CIRCLE 6"IN �PM 2. THE ELEVATION OF THE PROPOSED LOWEST FLOOR(, INCLUDING BASEMENT; IN REPLACEMENT OF ROOFING OR SIDING,THE ADDITION OR MONOXIDE SOURCE, SPACE WITH A FORCED-INDIRECT ACCORDANCE WITH SECTION 9B5 3. AUDIBLE AND VISIBLE ALARMNN THE SIGNALING ZONE WHERE THE TYPE CONSTRUCTION DIAMETER,WITH A STROKE PRE-ENGINEERED WOOD AREAS OF SHALLOW FLOODING (AO ZONES),THE HEIGHT'OF THE PROPOSED LOWEST REPLACEMENT OF WINDOWS OR DOORS, OR THE ADDITION OF A PORCH OR 2. DETECTION ONLY IN THE FIRST SPACE SERVED BY THE MAIN DUCT CARBON MONOXIDE HAS BEEN DETECTED AND OTHER SIGNALING ZONES WIDTH OF 1/2".THE SIGN CO STRUCTION(PV1n A RAIV�ULTNT FLOOR, INCLUDING BASEMENT,ABOVE THE HIGHEST ADJACENT GRADE. DECK. LEAVING THE FORCED-INDIRECT CARBON MONOXIDE SOURCE, LOCATED SPECIFIED IN THE FIRE SAFETY PLAN,AND AT THE CONTROL UNIT. 3. THE ELEVATION OF THE BOTTOM OF THE LOWEST HORIZONTAL STRUCTURAL 2. INSTALLATION,ALTERATION OR REPAIRS OF PLUMBING OR MECHANICAL "F" FLOOR FRAMING,INCLUDING BACKGROUND SHALL BE ❑ TIMBER CONSTRUCTION(TC) DEVELOPMENT GROUP IN ACCORDANCE WITH SECTION 915.3, WITH AN AUDIBLE AND VISUAL ALARM 3. WHERE A SOUNDER BASE IS PROVIDED FOR EACH DETECTOR,AN GIRDERS AND BEAMS REFLECCTIVE WHITE IN COLOR. #1 / 6O McCann Lane MEMBER IN COASTAL HIGH-HAZARD AREAS, INCLUDING V ZONES, COASTAL A ZONES, B SYSTEMS. SIGNAL PROVIDED AT AN APPROVED LOCATION. AUDIBLE ALARM AT THE ACTIVATED CARBON MONOXIDE DETECTOR AND NONE ZONES,AND SHADED X ZONES ADJACENT TO A COASTAL,A OR V ZONE,WHERE [NY]R310.2.3 ATTACHED GARAGES.HEAT DETECTION RATED FOR THE "R" ROOF FRAMING THE CICLE AND CONTENTS ❑ DESIGNATED,AND AREAS WHOLLY OR PARTIALLY DESIGNATED BY FEMA AS COASTAL AMBIENT OUTDOOR TEMPERATURES SHALL BE INSTALLED IN NEW GARAGES 15.2.4 DWELLING UNITS AND SLEEPING UNITS. CARBON MONOXIDE DETECTION AN AUDIBLE AND VISIBLE ALARM AT THE CONTROL UNIT. SHALL BE REFLECTIVE RED IN l�Green ort, New York, 11944 SPECIAL FLOOD HAZARD AREAS,AND/OR OTHERWISE DELINEATED BY THE AUTHORITY THAT ARE ATTACHED TO OR LOCATED WITHIN NEW AND EXISTING DWELLINGS, FOR DWELLING UNITS AND SLEEPING UNITS SHALL COMPLY FOR GROUP E OCCUPANCIES HAVING AN OCCUPANT LOAD OF 30 OR ["FR- FLOOR AND ROOF FRAMING COLOR, CONFORMING TO Town of Southold HAVING JURISDICTION. AS WELL AS IN EXISTING DETACHED GARAGES WHICH ARE CONNECTED TO WITH SECTIONS 915.2.4.1 AND 915.2.4.2. LESS,ALARM NOTIFICATION SHALL BE PROVIDED IN AN ON-SITE LOCATION STAFFED BY SCHOOL PERSONNEL OR IN ACCORDANCE WITH PANTONE MATCHING SYSTEM IN THE FOLLOWING LOCATION(S) 4. IF DESIGN FLOOD ELEVATIONS AIRE NOT INCLUDED(ON THE COMMUNITY'S FLOOD NEW OR EXISTING DWELLINGS BY NEW CONSTRUCTION. HEAT DETECTION (PMS)#187.WHERE A SIGN IS (CHECK ALL APPLICABLE): County of Suffolk INSURANCE RATE MAP(FIRM),THE BUILDING OFFICIAL AND THE APPLICANT SHALL OBTAIN SHALL BE INSTALLED IN A CENTRAL LOCATION AND IN ACCORDANCE WITH THE [NY] 915.2.4.1 DIRECT CARBON MONOXIDE SOURCES.WHERE A DIRECT THE NOTIFICATION REQUIREMENTS FOR OTHER OCCUPANCIES. FOR CARBON MONOXIDE SOURCE IS LOCATED IN A BEDROOM OR SLEEPING GROUP E OCCUPANCIES DIRECTLY APPLIED TO A DOOR AND REASONABLY UTILIZE ANY DESIGN FLOOD ELEVATION AND FLOODWAY DATA MANUFACTURER'S INSTRUCTIONS,AND SHALL BE INTERCONNECTED IN OR SIDELIGHT IT MAY BE A FLOOR FRAMING, Zone:R-40 ROOM, OR A BATHROOM ATTACHED TO EITHER, CARBON MONOXIDE HAVING AN OCCUPANT LOAD OF MORE THAN 30,AN AUDIBLE AND VISIBLE PERMANENT NON-FADING ❑ INCLUDING GIRDERS SCTM #: 1000-33-4-7 Non-Conforming AVAILABLE FROM OTHER SOURCES. ACCORDANCE WITH R310.4.1. DETECTION SHALL BE INSTALLED IN THE BEDROOM OR SLEEPING ROOM. ALARM SHALL BE PROVIDED IN AN ON-SITE LOCATION STAFFED BY STICKER OR DECAL.SIGNS NOT AND BEAMS(F) EXCEPTION: HEAT DETECTION SHALL NOT BE REQUIRED IN DWELLINGS WHERE CARBON MONOXIDE DETECTION IS NOT INSTALLED IN BEDROOMS OR SCHOOL PERSONNEL. DIRECTLY APPLIED TO DOORS WITHOUT COMMERCIAL POWER. SLEEPING ROOMS, CARBON MONOXIDE DETECTION SHALL BE INSTALLED OR SIDELIGHTS SHALL BE OF E] ROOF FRAMING(R) Code Notes [NY]R310.3 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN THE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN CLOSE PROXIMITY TO [NY] 915.5 MAINTENANCE. CARBON MONOXIDE ALARMS AND CARBON FOLLOWING LOCATIONS: BEDROOMS OR SLEEPING ROOMS FOR EITHER OF THE FOLLOWING STURDY, NON-FADING, FLOOR FRAMING AND 1. IN EACH SLEEPING ROOM. CONDITIONS: MONOXIDE DETECTION SYSTEMS SHALL BE MAINTAINED IN ACCORDANCE WEATHER RESISTANT X ROOF FRAMING(FR) Date: February 20 2026 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF 1. THE DWELLING UNIT OR SLEEPING UNIT HAS AN ATTACHED, ENCLOSED WITH, NFPA 72 AND THE MANUFACTURERS INSTRUCTIONS. CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS THAT BECOME MATERIAL. THE BEDROOMS. 2.A�A DIRECT CARBON MONOXIDE SOURCE IS LOCATED IN THE DWELLING INOPERABLE OR BEGIN PRODUCING END-OF-LIFE SIGNALS SHALL BE ❑ NONE Scale: As noted 3.ON EACH ADDITIONAL STORY OF THE DWELLING UNIT, INCLUDING UNIT OR SLEEPING UNIT OUTSIDE OF BEDROOMS OR SLEEPING ROOMS. REPLACED. I I Al Project No: DA2601 - II I - - - - - - . - 50'-5" SYMBOL LEG E N D ALL NEW POURED CONCRETE FOUNDATION WALLS,AIND FOOTINGS TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI AND SHALL BE:AIR ENTRAINED. TOTAL AIR CONTENT 40'-42' 01 (PERCENT BY VOLUME OF CONCRETE)SHALL NOT BE!LESS THAN 5 PERCENT OR MORE THAN III=1 I I=1 I 1=1 EARTH 7 PERCENT AS PER TABLE R402.2 OF THE RCNYS. Ell I= =1 I m., I I POURED CONCRETE OR 8" CMU BLOCK R401.4.1 GEOTECHNICAL EVALUATION. _ __ _- _ _ _ _ _ _ _ _ _ _ _ EXISTING STUD WALL IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION,THE LOAD-BEARING VALUES - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - _ _ IN TABLE R401.4.1 SHALL BE ASSUMED. � _ � — — TO REMAIN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -= - - - I E L TABLE R401.4.1(1) PRESUMPTWE LOAD-BEARING WALUES OF FOUNDATION MATERIALS- C---__---] EXISTING STUD WALL 1 1 DROP TOP OF 1 I C I 1 1 o TO BE REMOVED 1s�, WALL DOWN 4" 39'-02" 1 8„ 3���� 8,�1 3���� 2'-62" 3'_0„ CLASS OF MATERIAL LOAD-BEARING NEW 2x 4 OR 2x 6 ((POUNDS PER SQUARE FOOT) I I FILL&TAMP FOR 1 I — — — STUD WALL @ 16" O.C. 1/0 4"P.C. SLAB WITH I I _ _ _ SAND, SILTY SAND, CLAYEY SAND, I I 12"#5 REBAR DOWELS PAVERS ABOVE I I ( JOISTS JOISTS ABOVE SILTY GRAVEL AND CLAYEY GRAVEL 2,000 - - - (SW, SP, SM, SC, GM AND GC) _ I I BETWEEN CHEEK WALLS SEE DETAIL THIS SHEET I ' " FOR SI: 1 POUND PER SQUARE FOOT=0.0479 KPA,. V- I M 8"POURED CONCRETE � I - - - I I 5 SECTION / DETAIL A.WHERE SOIL TESTS ARE REQUIRED BY SECTIOIN R401.4,THE ALLOWABLE BEARING I 1 CHEEK WALLS I A5 CAPACITIES OF THE SOIL SHALL BE PART OF THE RRECOMMENDATIONS. I I fs/ J. 2"x 18"SLAB SEAT - - - I o A5 BUILDING SECTION . . I PROVIDE SELF 1 1 ADHERING PVC rI - - - - - - - - - 1� I ( FLASHING MEMBRANE I L I I 1 I I DROP TOP OF WINDOW BETWEEN WOOD AND ( I 1 FOUNDATION R304.1 ALL SILLS AND PLATES ON EXTERIOR FOUNDATION WALL TO BE PRESSURE I I I I CONCRETE(TYP) WALL DOWN 2" PRESERVATIVELY TREATED. _ I ( . I I - - - - - - - - - - - - - - = _ _ _= ELEMENTS ABOVE 4. FASTENERS. FASTENERS FOR PRESSURE PRE:SERVATIVE AND FIRE- -• R30 3 AS 1 RETARDANT-TREATED WOOD SHALL BE OF HOT-DIPPIED GALVANIZED STEEL, UP I FLOOR DRAIN TO APPRV'D STAINLESS STEEL, SILICON BRONZE OR COPPER. 1 0o 0o ao 0o iv I 13R I _ 1 .r-. DRYWELL _ GIRDER / HEADER ABOVE M I 16 SEER,2 TON 1„ o o O M I 1 i BOTTOM OF FOOTING TO v EXCEPTION: ONE-HALF-INCH DIAMETER OR GREATER,STEEL BOLTS. u, 8" LENNOX DIRECT 39_p2 v " �� 4'�" BE 36"MIN. BELOW LOWEST VENT GAS FIRED 3-2x 10 HEADER - - - � - - GRADE. STEP AS REQUIRED ® POST DOWN 1 PROVIDE�"G.W.B.. MEMBRANE o ....FURNACES. INSTALL z 8"WI E x 7"HIGH xI INTERCONNECTED COMBINATION J AS PER MANUF. SPECS. TO UNDERSIDE OFF PRE-ENGINERED : SD SMOKE AND CARBONMONOXIDE F— 4 DEEP BEAM PKT AND RECOMMENDATIONS FLOOR JOISTS WIITH FIREBLOC iNG T-6"CONC. " ' 1 �X''CO DETECTORS AS PER R314 OF THE R302.13 FIRE PROTECTION OF FLOORS. I '.' ; ' AS PER SECTION IR302.13 OF T E RCON S EACH SIDE OF M.O „ FLOOR ASSEMBLIES THAT ARE NOT[REQUIRED ELSEWHERE MAINTAIN ALL VENT _ -IN T-31" 2 (RCNYS AND 915 OF THE IFCONYS IN THIS CODE TO BE FIRE-RESISTANCE RATED, SHALL B{E �, CLEARANCES 4V-p1�� Cj C? m 1 1„ 2 1:� 2-11 1 1 1 STAIRWAY&GRASPABLE 2 22 52 FRAME32 FRAM 32' 82 62" PROVIDED WITH A 1/2-INCH 12.7 MM GYPSUM WALLBOARD � _ o �' �' � HANDRAIL AS PER SECTION ( ) 50 GALLON DIRECT VENT GAS - w 2x S UD WALLS WIT `D R318.7 THRU R318.7.12 MEMBRANE,5/8-INCH(16 MM)WOOD STRUCTURAL PANEL �' I FIRED HOT WATER HEATER BY `�' T-92"CLG.HT. `'' m M OF THE RCNYS a, MEMBRANE, OR EQUIVALENT ON THE:UNDERSIDE OF THE in z �n w SILL SEAL UNDER P TESL 'TECHTANIUM"OR EQUAL UNFINISHED j w &B TT INSULATION TH 1 FLOOR[FRAMING MEMBER. PENETRATIONS OR OPENINGS �iN I NSTALL AS PER MANUF. SPECS. BASEMENT a Z � ��� Z FOR DUCTS VENTS ELECTRICAL OUTLETS, LIGHTING ' 1 w C7 m z G. .B. BOTH SIDES _ 10� , co AND RECOMMENDATIONS 4"P.C. SLAB OVER w z - SIN OAK TREADS WITH LUMINAIRES,WIRES, SPEAKERS, DRAINAGE, PIPING v L- - MAINTAIN ALL VENT CLEARANCES o w O EXC PT AT FOUNDA ION , 1 DEVICES, - -"� - - . WHITE PINE RISERS AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE 52"WIDE x 4"DEEP x 101" 1• „ ,W CD WAL 10'-22' 2 -O? - ;` 8„ 2'-62" T-O" 1'2" ��� z z 2'-0" 8 9'-642 9-7 10'-2" z CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR PERMITTED. HIGH BEAM POCKET. 2 a 3- 1 'x 118'FLUSH R L- E ONOUNI UNDERSIDE OF WRAP GIRDER ENDS I " LVL EADER WITH -_- - MAINTAINING JOB SITE SAFETY DURING THIS PHASE EXCEPTIONS: WITH ICE&WEATHER I SIN - - - - - - STAIR OF WORK&SHALL COMPLY WITH ALL APPLICABLE 1. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE SIM SON IUS2.06/11. 8 -N- - - FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING SHIELD. PROVIDE SLATE _ _ -��� ' � PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM IN - - ONLY SHIMS IF REQUIRED _ r - - I- - - r - - AC MOUNT JOIST ._IN I I BUT NOT LIMITED TO BUILDING CODES, OSHA ACCORDANCE WITH SECTION P2904, NFPA 13D, OR OTHER q `- I ' : I FAN ANGERS °D I 23 r=1N r;,N �' 8"P.C.CHEEK _ REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS APPROVED EQUIVALENT SPRINKLER SYSTEM. c'' °' BASEMENT EGRESS WINDOW - ••� WALLS ON �; � r� MATERIAL REMOVAL&DISPOSAL. A —O- w 1 I I I I I 1 51,E I 9'-01"F ME :: 1, 16"x 8"P.C. 2. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL WELLS WITH 18 WIDE ESCAPE L - - J - _ J L _ _ J 2J 2 Cl) � " 2'- " 1-2" LADDER AND CUSTOM ALUM. I U HIG COLUMN TO _ FOOTINGS THE CONTRACTOR SHALL INDEMNIFY&HOLD SPACE NOT INTENDED FOR STORAGE OR FOR THE GRATE ABOVE AS PER SECTION I O s.: ��• _ HARMLESS THE OWNER,THE ARCHITECT,AND INSTALLATION OF FUEL-FIRED OR ELECTRIC-POWERED o o 3- 1-,x 11- LOW LVL HEADER UNDERSIDE OF R310 OF THE IRCONYS. 1 _�. v� � ON 4 DIA. STEEL LALLY COLUMN FLU H LVL HEADER �N SIN _I o THEIR AGENTS&EMPLOYEES FROM AND AGAINST HEATING APPLIANCES. _ - w 1 (- ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES 00 _ _j w dU ON 30 x 30 x 15 DEEP POURED 30"x 50�"x 15"DEEP 52" 22 9._V2" 3 ARISING OUT OF OR RESULTING FROM ANY OF THE z cn CONCRETE FOOTINGS WITH z 2 3. PORTIONS OF FLOOR ASSEMBLIES SHALL BE PERMITTTED o- � ►- P.C. FOOTING WITH - ITEMS LISTED ABOVE. `. w z 3-#5 RE-BAR E.W. �? TO BE UNPROTECTED WHERE COMPLYING WITH THE - w w O #5 RE-BAR @ 8"O.C. �, O I :� FOLLOWING: �' r 3'-0" 8' w 49'-1" EAC WAY N w Zo I 8"3'-0" 1'-2" THE CONTRACTOR SHALL VERIFY ALL FIELD 3.1.THE AGGREGATE AREA OF THE UNPROTECTEID a _ _ w CONDITIONS AND NOTIFY THE ARCHITECT OF ANY PORTIONS DOES NOT EXCEED 80 SQUARE FEET 4 - _ 3-2x 6 HEADER �-N �=IN -IN _ w V �N I - CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE m I I �— b 2 x 4 SLAB SEAT o o Z cn z I RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ D. M2) PER STORY. m 1 =,. {Ci ( I ;a " 8"WIDE x 7"HIGH x PROVIDE SELF � � w C9 (j 0 co ,� wz — - L I I 4 DEEP BEAM PKT ADHERING PVC o w o 3.2. FIRE-BLOCKING IN ACCORDANCE WITH SECTION EACH SIDE OF M.O. FLASHING MEMBRANE - w -' IK THE ARCHITECT SHALL BE HELD HARMLESS BY ANY R302.11.1 IS INSTALLED ALONG THE PERIMETER O)F THE — 0 N I I AGENCY FOR ANY"ERRORS&OMISSIONS'ON _ BETWEEN WOOD � d O �- UNPROTECTED PORTION TO SE--PARATE THE I :.' :' AND CONCRETE YP 0 i THESE DOCUMENTS. UNPROTECTED PORTION FROM THE REMAINDER(OF �' (R-11)DRAPED ) U THE FLOOR ASSEMBLY. BATT INSULATION ao o I THE CONTRACTOR IS SOLEY RESPONSIBLE FOR 1 OVER EXPOSED (R-11 DRAPED _ "ME MEANS"OF SIN FOUNDATION WALLS BATT INSULATION "METHODS&MEA CONSTRUCTION. THE 4.WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR DROP TOP OF I SIN SIN r J ARCHITECT IS NOT RESPONSIBLE FOR FIELD STRUCTURAL COMPOSITE LUMBER EQUAL TO OR GREATER v FOUNDATION I " � OVER EXPOSED M _ 8" " - - 7=1j - -2' 8 1 0 o SUPERVISION. THAN 2-INCH BY 10-INCH (50.8 MM BY 254 MM)NOMINAL WALL DOWN 2" 1 co N I-- SIN iV FOUNDATION WALLSEO M DIMENSION, OR OTHER APPROVED FLOOR ASSEMBLIES 1 DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. '_ _ 5.WOOD FLOOR ASSEMBLIES LESS l-HAN 600 SQUARE FEET SIN o % L — — — — — 7. - - - -J SIN 1 SIN L - - - - - - - - - - - -j _ (55.7 M2)WITHIN DETACHED ACCESSORY STRUCTURES WITH _ _ 8<' T-0" N 1'-10'I 8" ~ SIN NO HABITABLE SPACE " N M 1 L J I `' M ABOVE THEM. PRE-ENGINEERED FLOOR JOISTS: J -J �5 �STOPHF 'Si PRE-ENGINEERED FLOOR TRUSSES 13Y 12"#5 REBAR DOWELS ���v�� OPG_O� BETWEEN CHEEK WALLS o e:o m WEYER-HAEUSER I-LEVEL TRUS-JOIST. FOUNDATION NOTE: * a dam'= z 'k OR EQUAL. INSTALL AS PER MANUF.SPEC'S 8"POURED CONCRETE FOUNDATION 8"POURED CONCRETE AND RECOMMENDATIONS(I.E. SQUASH BLOCKS, " •� CHEEK WALLS 8" 5'-0" 8" 5'-0" 8" N WALL ON 16 x 8 P.C. FOOTINGS WITH r NAILING&GLUEING,WEB-STIFFENERS, ETC) •' 1„ 1, 1„ 1., o 2-#5 RE-BARS IN BOTTOM WITH GMX 5-4- 3-0-' 3-0- 5'-4- •,� a ssaa O SEE DETAILS ON SHEET D3. WATERPROOFING (10 YEAR). 2 9'-5" 2 12'-0" 2 T-5" 2 FOF NE�y R802.7.2 ENGINEERED WOOD PRODUCTS.CUTS, NOTCHES AND HOLES BORED IN TRUSSES, 3'-8" 17'-10" 12'-0" 17'-10" 2'-9" STRUCTURAL COMPOSITE LUMBER, STRUCTURAL GLUE-LAMINATED MEMBERS, CROSS-LAMINATED TIMBER MEMBERS OR I-JOISTS ARE PROHIBITED 50'-5" OFFICIAL PLANS ARE DULY SIGNED AND EXCEPT WHERE RERPS RECOMMENDATIONS OR FOUNDATION PLAN ALL FRAMING LUMBER TO BE DOUG FIR#1 SEALED AND BEAR RED-INK SIGNATURE UNLESS OTHERWISE NOTED. WHERE THE EFFECTS OF SUCH ALTERATIONS ARE SCALE: 1/4" - 1'-0" OVERALL DEPTH OF FINISHED PATIO SPECIFICALLY CONSIDERED IN THE DESIGN OF (SEE FIRST FLOOR PLAN) Model Name: Viper THE MEMBER BY A REGISTERED DESIGN PROFESSIONAL. m m m 4"POURED CONCRETE SLAB 00 � 00 Proposed New Home for: CAMBRIDGE XL 24"x 36" D PAVINGSTONES CO L)j (000 BASEMENT EGRESS RAMOUNT WINDOW WELL WITH O 0 O p STUCCO ON EXPOSED 18"WIDE ESCAPE a a a a LADDER AND CUSTOM RISERS AND SIDES O O 00 DEVELOPMENT GROUP ALUM. GRATE ABOVE OF EXPOSED 1"NOSING N'O � O AS PER SECTION (TYPICAL) floLUMEN ARCHITECTURE R310 OF THE IRCONYS.------� 1,-2„ 1x 6"AZEK"TRIM a (CAL) 2 Wmdemere Court, %-INW ;.': FLOOR JOISTS P.O. Box 169, Speonk,NY 11972 ALL SIDES OF WINDOW = m - _ „ -� :` �„ _ •.�� — � _ Phone: 631-874-2925 _ Fax: 631-874-7377 WELL TO BE 4 MIN. z G.W.B. ABOVE FINAL GRADE. =1 I =11 I=1 = FINISHED 4 v :- 1-2x 6 SILL PLATE SLOPE GRADE AWAY -III= I I=III=1 3-2x 6 HEADER cn GRADE I I - I � � � � -dam@delumenarchitecture.com FROM WINDOW WELL. I=I I IEEI I 1=III= 2x 10 P.T.WOOD PROVIDE SELF ADHERING PVC - WITH TERMITE 11 I=III=1I I—I - _ I I FLASHING MEMBRAN -E BETWEEN- SHIELD AND # 1760 McCann Lane WINDOW BUCKS 12"#5 REBAR DOWELS = -WO OD AND CONCRETE(TYP) 2�� ;:;-8".",. SILL SEAL(TYP) EGRESS WINDOW. SEE III=III=I(I=I I ALL SIDES _EiETVEEN CHEEK CP WALLS "•` IIIIIIIII—( III WINDOW SCHEDULE. _l I _ _ 0. T-92"CLG. HT. -I I (—IIII =1 I 2"x 4"SLAB SEAT_ _ 10" s��DIA.x 12"LONG Greenport, New York, 11944 "�PQGJFfiED CONCRETE I ) I ' I I I 01 " ANCHOR BOLTS Town of Southold UNFINISHED z CAE ALLS ON - II II I II I II II I II R; BASEMENT - �' �� I III I I � � County of Suffolk �6' $ FOOTINGS ::. Fq co 4"P.C. SLAB OVER -1I I-1I1=1I I- ,; -��_�I—�I_ n; � .:...• - -8"POURED CONCRETE FOUNDATION Zone: R-40 •..,:.. WALL ON 16 x 8 P.C. FOOTINGS WITH iNon-Confonning III—III— ` `" — " " - SCTM #: 1000-33-4-7" � ' 2-#5 RE-BARS IN BOTTOM WITH"GMX" �,WATERPROOFING(10 YEAR). �III���III11111 ��illl=l ��I=���III���IIII���III���III���III���III��I_ I I= �_� ► � � Foundation Plan FOUNDATION NOTE: 8 POURED CONCRETE FOUNDATION t Date: February 20, 2026 WALL ON 16"x 8"P.C. FOOTINGS�WITH�� 2-#5 RE-BARS IN BOTTOM WITH GMX _. WATERPROOFING(10 YEAR). DETAIL @ PAVER PATIO: D-1 I Scale: As noted ..:; SCALE: 3/4" = 1'-01' Project No: DA2601 A2 50'-22' SYMBOL LEGEND 40'42' 7'-31" 2'-61" 111=111=1 I 1=1 EARTH I-1 I-1 I =1 I I POURED CONCRETE s}siz T;r OR 8" CMU BLOCK I---I EXISTING STUD WALL TO REMAIN EXISTING STUD WALL DN 36"HIGH RAILING TO BE REMOVED 13R R312 GUARDRAILS: PORCHES BALCONIES AND STAIR NEW 2x 4 OR 2x 6 LANDINGS 30"ABOVE FLOOR OR GRADE TO BE INSTALLED r—� STUD WALL @ 16" O.C. PATIO WITH 36"HIGH RAILINGS, BALUSTERS NOT TO ALLOW AMBRIDG PASSAGE OF A SPHERE 4"OR MORE IN DIAMETER. 0 JOISTS JOISTS ABOVE XL 24'x 36" 2"TALL UPPER CABINETS q PAVING TONES I TH DROPPED SOFFIT 0 BOVE r s SECTION / DETAIL 13'-9" 10'-02" s-1 BUILDING SECTION A5 F WINDOW pi;,4 .= IN `� — �' - - - - - ELEMENTS ABOVE rbN 3- 14' 94"HEADE I 3- 14"x 94" EADER 01 1 N 17'-41" 9'CLG HT 12'-0" I DW I s _ 10'-1" 5-1 T-102" T-62' C — GIRDER / HEADER ABOVE " LINE O 2N (I REAIKFAS LINE OF 2 ND _ �FLOOR IAB VE_ _ _ _ J AREA 9,&�_ FLOOR OVE LO LO -� ® POST DOWN N 3 1/4"uMDE#1 KITCHEN r�NZI 9'CLG HT WHITfE OAK INTERCONNECTED COMBINATION d 3 1/4"WIDE#1 GAS RA GE SD SMOKE AND CARBONMONOXIDE 1 U FAMILY 1 FLOORINGv/1 OAK RAIL WITH % 2" o 0 O ROOM 39'-�" (TYPICAL) 600 WHIT OAK HA ST 6'-10" 52 SQUARE BALUSTERS �X"CO DETECTORS AS PER R314 OF THE 11I42"VENT FREE v r J J i 1/4"WIDE#1 J J J .N. _ IRCNYS AND 915 OF THE IFCONYS w > > = > > > = w r (TYPI AL) EXTE I _ <flN STAIRWAY&GRASPABLE (9 @ _-� - r WHITE(7AK J J _, w 6U r iN GAS FIREPLACE - �-� — — HANDRAIL AS PER SECTION Z cn = 2 in 2 = _ Z cq ,� _ M WITH LOGS. SEE FLOORING co (n U) a — 42'x 84 �,, R318.7 THRU R318.7.12 -I`" NOTE THIS SHEET .=�N W Z J J r (TYPICAL) J _j � W z `� ISLA D - r o w O � i w i o w O _ r.iN OF THE RCNYS a, -� - - 42 R F iN r hlao Mao IVaO r Mao = MaD Mao t•-- r a O r to I I r rap r iN 10 W/W TER r �, OAK TREADS WITH O x l x I r x x x r O 0° i v LINE WHITE PINE RISERS �- 2'-0" �51" 10 .1 a -1 19'-61„ r"� - �19'-11" N L � ,i 1F/N////J%I I- _3� - 2 10" N N N " M " I P O HGUS 50/12 AC UP DN CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR I I MOUNT JOIST HrEliv 16R 14R MAINTAINING JOB SITE SAFETY DURING THIS PHASE O I — OF WORK&SHALL COMPLY WITH ALL APPLICABLE SIMP ON H U410 FACE 4-13"x 11Z"FLUSH LVL H DER WITH MOU T JOI HANGERS 4 e = IN FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING o — �3-4"x 118_STEEL FLITC PLATES(#1) M O N BUT NOT LIMITED TO BUILDING CODES, OSHA REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS `N' `')C4 o� SIMPS N HGU9.00-SDS 11'I = MATERIAL REMOVAL&DISPOSAL. ri;N "' 60"x 36'I TILE SHOWER PA "' p/ 2-14"'x 118" N cti HIGH ACE MOUNT JOI T Cl) Og 4'SEMI-FRAMELESS SHO R FLUSH LVL _ _ _ HANGER SHAVE LVL TO FITS MN M THE CONTRACTOR SHALL INDEMNIFY&HOLD TEMPE RED GLASS DOOR TH J JOIST ANGER WIDTH j' HARMLESS THE OWNER THE ARCHITECT,AND 11 $" DEEP T.1 (210) 8 _ CO POLISHED CHROME HAR ARE I _j MAX CH SIDE THEIR AGENTS&EMPLOYEES FROM AND AGAINST PRE-ENGINEERED > O AND TIhE WALLS _ I -' 1 -1 J ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES r, FLOOR JOISTS @ = 5 in36"VA ITY WITH CU ®V ARISING OUT OF OR RESULTING FROM ANY OF THE d' 16 O.C. 1 I 3-14'x 11$"FLUSH 1 1 1�� 1�, 1„ WHITE MELAMINE 52' �"� MIRRO t ABOVE 13-82 32 O° 5'-11, 1„ 7-72" I 14 3-" 1'-8-" 3- 5- ITEMS LISTED ABOVE. U � LVL HEADERS DERS 2 2 3' 3 2 -1 2 SHELF W/HANGINGJ. _ r BA H T'VNO "'°° 18"DE P 4 WHITE THE CONTRACTOR SHALL VERIFY ALL FIELD JN LG HT —0O r ( ) r rNr�N JIOR ° �iN RO ° STrORY bI I x MELA INE SHELVES UO Q _ r b CONDITIONS AND NOTIFY THE ARCHITECT OF ANY BEROOM W C9 $ ° FOYER I "� ON 2 ALLS I N °w MN CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE s ��� a z � 3 1/4"'WIDE#11 I M 9'CLG HT �iN — w I 3-14 x 11g SUIT /STUDY w O cn = WHIlfE OAK I DINING � z © 11 DEEP TJI (210) RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. FLUSH LVL 31 "WIDE#1 o w O �(n FLOORING I `r a C9 F' 9'CLG PRE-ENGINEERED THE ARCHITECT SHALL BE HELD HARMLESS BY ANY UNDER WA L ITE OAK Naow C? (TYIPICAL) I ROOM I W z T 31' „ 11'(� 51" FLOOR JOISTS AGENCY FOR ANY"ERRORS&OMISSIONS"ON ABOVE �OORING PICAL O I 3 1/4"WIDE# i 0 wO 2 12 WDR-' 4 1 2) n -ch 1 16 O.C. THESE DOCUMENTS. ITE ELAMINE r O 3-1-1 9�" EA ER -C11 I WHITE OAK a O 82 ROOM o FLOORING 1�� OJ 1,� 1" Cl) 1�, THE CONTRACTOR IS SOLEY RESPONSIBLE FOR 1 SHELF /HANGING 1�� 1� _ 51" �iN (TYPICAL) 13' 10- 3- 5- METHODS&MEANS OF CONSTRUCTION. THE 52' i 13-82 3 1 5-3 _ 2 q 2 i 2 2 - 2 <+, _ - " �N �N O iv r�N o " SUPERVISION. CLOSET ARCHITECT IS NOT RESPONSIBLE FOR FIELD o b 3- 14"x 94"HEADER o — COS RED — 0 3-lI 14'x 94"HEADER b o PO CH �,n ^N N t� ��N 42"VANITY WITH 23 O MIRROR ABOVE N % 6 6R.T.WOOD POST A CHORED TO LOW IRDER WITH SIM SON LCE4 ED AR 3-2x 10 LOW VnTH 2 AT CORNER INSTALLATION AND N5 �sTOPriF y� 2-2x 6 PLATES ABOVE SIMP ON ABU66Z STAN OFF POSTS BAS <v� G�� aP F� FURR-OUT TO COLUMN ill �G � WITH 2 DIA.ANCHOR B LT. PACK OUT Q 3. WIDTH o �. ``A m 2x 6 SOFFIT J ISTS POSTWITH 5/4x 10 CED R WITH CAP AND a ���- z BASE @ 16"O.C. '_0' 10'-0" '-0' `Y 046BO 2x 6 LEDGER POSITIVELY ANCHORED CS WITH SIMPSON LUS26 FACE MOUNT 4�OF NE�yO JOISI HANGERS 4'-81 4'_81 4,-81 4,-81 2 2 5.-42.. S�2 1 1, S�10, 2 1' 5'-41" 2'-61" OFFICIAL PLANS ARE DULY SIGNED AND 9-5' 31-8 01 3-8' 9-5 2 2ol SEALED AND BEAR RED-INK SIGNATURE 01 20'-2" 7'-4" 22 811 2 Model Name: Viper 50'-22' Proposed New Home for: FIRST FLOOR PLAN ALL EXTERIOR HEADERS TO BE 3-2x 10 MIN. FIRST FLOOR LIVING AREA: 1,497 SF L ALL INTERIOR HEADERS TO BE 2-2x 6 MIN. GARAGE AREA: 529 SF RAMOUNT GARAGE SEPARATION SCALE;: 1/4" = 1'-0" UNLESS OTHERWISE NOTED. FRONT COVERED PORCH: 61 SF R302.5 DWELLING UNIT GARAGE OPENING AND PENETRATION PROTECTION. REAR PATIO: 565 SF DEVELOPMENT GROUP OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING ALL FRAMING LUMBER TO BE DOUG FIR#1 OUTSIDE BASEMENT ENTRY: 73 SF THE DWELLING UNIT FROM THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS UNLESS OTHERWISE NOTED. SECOND FLOOR LIVING AREA: 1,336 SF floLUMEN ARCHITECTURE BASEMENT LIVING AREA: 113 SF R302.5.1 THROUGH R302.5.3. ALL DIMENSIONS ARE TAKEN TOTAL LIVING AREA: 2,946 SF R302.5.1 OPENING PROTECTION.OPENINGS FROM A PRIVATE GARAGE DIRECTLY FROM FACE OF STUDS(U.O.N.) 2 Windemere Court INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER P.O. Box 169, Speonk,NY 11972 OPENINGS BETWEEN THE GARAGE AND DWELLING UNIT SHALL BE EQUIPPED WITH Phone: 631-874-2925 SOLID WOOD DOORS NOT LESS THAN 18 INCHES(35 MM) IN THICKNESS, SOLID OR Fax: 631-874-7377 HONEYCOMB-CORE STEEL DOORS NOT LESS THAN 18 INCHES(35 MM)THICK, OR TABLE R302.6 FIREPLACE NOTE: 20-MINUTE FIRE-RATED DOORS. DOORS SHALL BE SELF-LATCHING AND EQUIPPED DWELLING-GARAGE SEPARATIONa adam@delumenarchitecture.com WITH A SELF-CLOSING OR AUTOMATIC-CLOSING DEVICE. GARAGE FIRE SEPARATION WALL PROVIDE TIGHT-FITTING SEPARATION MATERIAL # 1760 McCann Lane NON-COMBUSTIBLE FIREPLACE R302.5.2 DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING R302.6 OF THE RCNYS DOOR IN ACCORDANCE WITH THE WALLS OR CEILINGS SEPARATING THE DWELLING UNIT FROM THE GARAGE PROVIDE ONE LAYER OF 5/8"THICK TYPE"X"GWB ON THE GARAGE SIDE OF THE FROM THE RESIDENCE AND ATTICSb NOT LESS THAN 2-INCH GYPSUM BOARD OR EQUIVALENT Greenport, New York, 11944 THE 2020 ENERGY CONSERVATION SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE(0.48 MM)SHEET STEEL WALL AND PROVIDE ONE LAYER OF 1/2"THICK TYPE"X"GWB ON THE HOUSE SIDE. APPLIED TO THE GARAGE SIDE CONST. CODE OF NEW YORK STATE. OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE GARAGE. APPLICATION SHALL BE IN ACCORDANCE WITH SECTION R702.3 Town of Southold 42"VENT FREE GAS FIREPLACE (TYPICAL ALL WALLS THAT SEPARATE GARAGE AND HOUSE) FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT County of Suffolk WITH LOGS. R302.5.3 OTHER PENETRATIONS. PENETRATIONS THROUGH THE SEPARATION REQUIRED IN SECTION R302.6 SHALL BE PROTECTED AS REQUIRED BY STRUCTURE SUPPORTING FLOOR/CEILING NOT LESS THAN--INCH GYPSUM BOARD OR EQUIVALENT Zone:R-40 PRE-FABRICATED VENT FREE SECTION R302.11, ITEM 4. HOUSE SIDE GARAGE SIDE ASSEMBLIES USED FOR SEPARATION REQUIRED s SCTM #: 100�-33-4-7 Non-Conforming GAS FIREPLACE INSERT 1/2"TYPE"X" 5/8"TYPE"X" BY THIS SECTION. TO BE INSTALLED AS PER R302.6 DWELLING UNIT GARAGE FIRE SEPARATION. PRIVATE GARAGES ATTACHED First Floor Plan MANUR SPECIFICATIONS. TO DWELLING UNITS AND DETACHED GARAGES CONTAINING HABITABLE SPACE GARAGES LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN z INCH GYPSUM BOARD OR EQUIVALENT MAINTAIN ALL MINIMUM SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE 5-1/2"BATT INSUL. DWELLING UNIT ON THE SAME LOT. APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS THAT CLEARANCES, INSTALLATION WALLS SHALL COMPLY WITH SECTION R302.5.ATTACHMENT OF GYPSUM BOARD I ARE WITHIN THIS AREA. Date: February 20 2026 MANUAL TO BE ON-SITE FOR SHALL COMPLY WITH TABLE R702.3.5.THE WALL SEPARATION PROVISIONS OF a. [NY] Includes habitable space-detached garage separation. BUILDING INSPECTOR WITH TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR 2x 6 STUD WALL b. [NY] Includes the separation from habitable rooms and associated attics attached to detached garages. Scale: AS noted - A MAKE AND MODEL(TYPICAL). TO THE ADJACENT DWELLING UNIT WALL. @16"O.C. 9 9 —1 3 Project No: DA2601 II 50'-22' SYMBOL LEGEND 2,�„ 111=1 11=1 I 1=1 EARTH 47'-8° 2 POURED CONCRETE 17'-10" 12'-0" 17'-10" �`` : �``"'''"``' OR 8" CMU BLOCK 10-1 7-9„ ='-O" 6-0„ „7_8 s'-32" 3-102" EXISTING STUD WALL TO REMAIN EXISTING STUD WALL TO BE REMOVED � - - - - - - - - - - — — — - - -- - - - � SIMPSON 3-2x 6 HEADER I MST40 l---T NEW 2x 4 OR 2x 6 I o 1 I I 1 o I - STUD WALL 16" O.C. 1 f I 11'-1" 1 51" v O I O v Hol 36"VANITY 10'-6"HIGH = I '- JOISTS N LO t-IN ��N �-IN r-IN JOISTS ABOVE VAULT CLG 1 "' '�' •�� o _ H€ABE I BEDROOM #2 I ❑ SIN •- IN I 1 p] I ITE MELAMINE 5 SECTION / DETAIL OAK RAIL WITH A5 SH LF W/HANGING I CL F-421 MN SIN SQUARE BALUSTERS 1„ 1I 1„ , 2 „ 1„ _ 1„SIMPSON '� 3'_1"v 32 ��N 11'-1" 32 2'-1' 2 1'-0" 5-22 52 6'-10" �;, 52 STAIRWAY&GRASPABLE S-1 MST40 15 13'-6"HIGH N - HANDRAIL AS PER SECTION A5 BUILDING SECTION CLG H R318.7 THRU R318.7.12 / MN I VAULTED CLG �o9 3221'MAKE 1 2x 6 HIGH CEILING I 19 L, HALL 1`� OF OF THE RCNYS PRIMARY °D UPIVANITY J ISTS @ 16"O.C. BATH o - WINDOW 60"x 42"TILE SHOWER ti BATHROOM _ OAK TREADS WITH ISET OTT AT 10-6 A.F.F.) �i OQ En PAN 4'SEMI-FRAMELESS I I (TILE) I Cl) WHITE PINE RISERS _ _ SHOWER TEMPERED 1 57" 5'-01" I 1 m 3�" 1 31" 1„ �N '-22" 1" _ _ 2" — — _ _- ELEMENTS ABOVE 2 2 12-6 2 I I 2 _ 4-9" GLASS DOOR WITH rIN 14 SIN I� LINEN 11 GIRDER HEADER ABOVE POLISHED CHROME M `' 18 0 Cl) 2x 6 CEILING JOISTS z° HARDWARE AND - _ - TILE WALLS I 2-2x 10 HEADER MN 36'"VANITY 2-2x 6 PSET FLUSH I M 12 1N DN — — @ 16"O.C.SET BOTT. 16R AT 8'-1"A.F.F. L_ — 1 HEADER. SET BOTT. - 66"VANITY O 1 ® POST DOWN 1 AT 8'-1"A.F.F. - WITH MIRROR N iv 11 2 5'-1' 16 32" 13'-102" I 13 32�� 7'-8" i "r> 6-10" 52" M I INTERCONNECTED COMBINATION o WHITE MELAMINE _ M -1 � 1 0 0 ���SD SMOKE AND CARBONMONOXIDE N SHELF W/HANGING Zo 13'-6"HIGH I = ti ZV �x"CO DETECTORS AS PER R314 OF THE LK-IN CATH. CLG 1 2-Zx 10 . SETT 20 � �� _ I 36 x 32 ATTIC N M IRCNYS AND 915 OF THE IFCONYS HEADER. SET Q I 13-6 HIGH — I ACCESS. SEE v _ PRIMARY I BOTT.AT 15 -0" 1 CATH. CLG gj. OPENING NOTE N 1, C OSET I. 1„ 1„ 1 1" 1„ 1 1 1 52� 5'-1" 32 BEDROOM 13-1 I ABOVE 2ND FLR 32 11-52" T-8„ 32 13-12 I BEDROOM #3 32� I 52�� i THIS SHEET. 3 1/4"WIDE#1 UPP_ER I HT 3 1/4"WIDE#1 �l = 1 2x 6 CEILING JOISTS 2x 6 CEILING JOISTS SIN WHITE OAK I - - WHITE OAK OONI ro M F T SLPD FOYER SLPD I FLAT I A@T 8„10A.F ET BOTT @ 16"O.C. SET BOTT. FLOORING CEIL CEIL CEILING CEIL CEIL FLOORING iN in 1 AT 8-1 A.F.F. (TYPICAL) I 2 ,6 HIGH CEILING (TYPICAL) r� J ISTS @ 16"O.C. o`V I I WASHING MACH H/C FIR10 0 2x 6 HIGH CEILING I AND DRAIN BOX '� JOISTS @ 16'O.C. SET OTT AT 11'-5�"A.F.F. `� I I CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR e 2 1„ v 1„ SET BOTT AT 13'-6"A.F.F. I 1„ 1„ N 1„ 1„ 1„ �`� 1 VENT DRYER TO MAINTAINING JOB SITE SAFETY DURING THIS PHASE 52 So 5'-1° 32 13-102 32 b 7,_8„ 32 113-12 1[9- 32 _ 52" 1 OF WORK&SHALL COMPLY WITH ALL APPLICABLE OUTSIDE AIR. FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING °' 2x 6 HIGH CEILING WALK-IN I �1 - WHITE MELAMINE BUT NOT LIMITED TO BUILDING CODES, OSHA JOISTS @ 16"O.C. WILL WHITE MELAMINE CL SET I r'IN I ,_ „ 10 REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS �n 3-2x 10 HEADER SET BOTT AT 13 6 A. .F. — J SHELF W/HANGING SHELF W/HANGING 17 I I _ — MATERIAL REMOVAL&DISPOSAL. "' �"IN _ I THE CONTRACTOR SHALL INDEMNIFY&HOLD 3-2x 10 HEADER I -INI 3-2x 10 HEADER �N — SET BOTT. VA"A.F.F. ZV O SE BOTT. 8'-1" .F.F. — �`� HARMLESS THE OWNER,THE ARCHITECT,AND — — — — — — — — — — THEIR AGENTS&EMPLOYEES FROM AND AGAINST 0 0 3-2x 10 HEADER o 0 3-2x 10 H DER o o ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES iL—j -- ARISING OUT OF OR RESULTING FROM ANY OF THE IN N �N ITEMS LISTED ABOVE. LO O L J L J OK THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY OH 1 H CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE 1 1 111 1„ RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. 4-82 4-82 4-82 4-82 5,41" „ 5'-41„ „ „ 5,-41„ „ 5,�1„ THE ARCHITECT SHALL BE HELD HARMLESS BY ANY 2 9-5 3-8 3-8 2 9'-5 2 AGENCY FOR ANY"ERRORS&OMISSIONS"ON THESE DOCUMENTS. 20'-2" ol T-4" 20'-2" THE CONTRACTOR IS SOLEY RESPONSIBLE FOR 2,-61„ "METHODS&MEANS"OF CONSTRUCTION. THE 47'-8" 2 ARCHITECT IS NOT RESPONSIBLE FOR FIELD SUPERVISION. 50'-22" SECOND FLOOR PLAN R802.9 FRZAMING OF OPENINGS. OPENINGS Ihq ROOF AND CEILING FRAMING SHALL BE FRAMED WITH HEADER AND TRIMMER JOISTS.WHERE THE SCALE: 1/4" = 1'-O" HEADER JOISST SPAN DOES NOT EXCEED 4 FEET(1219 MM),THE HEADER JOIST SHALL BE PERMITTED TO BE A SINGLE MEMIBER THE SAME SIZE AS THE CEILING JOIST OR RAFTER. SINGLE TRIMMER JOISTS SHALL BE ED AR PERMITTED TTO BE USED TO CARRY A SINGLE HEADER JOIST THAT IS LOCATED WITHIN 3 FEET(914 MM) OF THE g y TRIMMER JOIIST BEARING.WHERE THE HEADER JOIST SPAN EXCEEDS 4 FEET(1219 MM),THE TRIMMER JOISTS O\ �STOPNF o/� AND THE HEADER JOIST SHALL BE DOUBLED AND OF SUFFICIENT CROSS SECTION TO SUPPORT THE CEILING JOISTS OR WAFTER FRAMING INTO THE HEADER.APPROVED HANGERS SHALL BE USED FOR THE HEADER JOIST Q TO TRIMMERZ JOIST CONNECTIONS WHERE THE HEADER JOIST SPAN EXCEEDS 6 FEET(1829 MM).TAIL JOISTS * a _ Z OVER 12 FEET(3658 MM) LONG SHALL BE SUPPORTED AT THE HEADER BY FRAMING ANCHORS OR ON LEDGER STRIPS NOT I LESS THAN 2 INCHES BY 2 INCHES(51 MM BY 51 MM). (P 046845 yQ CS FOF NE`N OFFICIAL PLANS ARE DULY SIGNED AND SEALED AND BEAR RED-INK SIGNATURE 1—� IrV — Model Name: Viper LAUNDRY HALL BATH — — j— — — — PRIMARY BATH TABLE P3201.7 SECTION P1303 ROOM _ — — — —I I T — — -- _ 1 Proposed New Home for: SIZE OF TRAPS FOR PLUMBING FIXTURES VENT TERMINALS — 1/4"r- -- — -T — — TI 1 J 21V 1 1/N 1 iv — — TRAP SIZE F —1 u4"IV 1 r/4"V 1 y14"V 2'V s V 1 1- PLUMBING FIXTURE MINIMUM I I I I 1 va°Iv 1 I (INCHES) P3103.1 ROOIF EXTENSION. I WASH�R 2"V I �RAMOUNT OPEN VENT PIPES THAT EXTEND I I I I I BATHTUB(1MTH OR WITHOUT THROUGH A IROOF SHALL BE I ( TUB I SHVM I DEVELOPMENT GROUP SHOWER HEAD AND/OR 12 TERMINATED NOT LESS THAN 6 2ND FLR 2" S" WHIRLPOOL ATTACHMENTS) INCHES (1521MM)ABOVE THE ROOF I 2"w 1�/ W: 11/4"w 1 /2"w 1 /r'w I floLUMEN ARCHITECTURE 14 OR 6 INCHES; (152 MM)ABOVE THE I co 4„ 4" 2",N co ANTICIPATED SNOW J L_ — — co 4"S 4"S co ACCUMULATfION,WHICHEVER IS — — — — 2 Windemere Court, CLOTHES WASHER STANDPIPE 2 —" — — — — — P.O. Box 169, Speonk,NY 11972 GREATER. WHERE A ROOF IS TO BE T ' — — F — — — — —I — DISHWASHER(ON SEPARATE TRAP) 12 USED FOR ASSEMBLY, AS A I POWDER JUNIOR I I I KITCHEN Phone: 631-874-2925 PROMENADE:, OBSERVATION DECK 1h14"V 21'V ROOM MSTR 11/4"N 11/4" Fax: 631-874-7377 FLOOR DRAIN 2 OR SUNBATHING DECK OR FOR I BATH I � KITCHEN SINK W/ adam@delumenarchitecture.com KITCHEN SINK(ONE OR TWO TRAPS, SIMILAR PURPOSES, OPEN VENT 1 DW HOOK UP PIPES SHALL.TERMINATE NOT LESS # 1760 McCann Lane WITH OR WITHOUT DISHWASHER AND 12 THAN 7 FEET-(2134 MM)ABOVE THE s" FOOD WASTE DISPOSER) ROOF. 1ST FLR Greenport, New York, 11944 LAUNDRY TUB ONE OR MORE 1 1 /a"w 1 1/4"w 1 /2 w COMPARTMENTS) 12 P3103.2 FROST CLOSURE. co 2°w 4 S z"w 1 �"' co 2"o Town of Southold WHERE THE!97.5-PERCENT VALUE 4. 4 County of Suffolk LAVATORY 1a FOR OUTSIDE DESIGN co 4"S 4"S co 4"S TEMPERATUIRE IS 0°F (-18-C) OR co 4"S SCTM #: 1000-33-4-7 Zone:R-40 SHOWER(BASED ON THE TOTAL FLOW LESS, VENT EXTENSIONS THROUGH 4"TO APPROVED Non-Conforming RATE THROUGH SHOWERHEADS AND A ROOF OR VNALL SHALL BE NOT SEPTIC SYSTEM BODYSPRAYS) LESS THAN 31 INCHES (76 MM) IN Second Floor Plan FLOW RATE: 1 DIAMETER.ANY INCREASE IN THE BASEMENT 5.7 GPM AND LESS 2 MORE THAN 5.7 GPM UP TO 12.3 GPM 2 SIZE OF THE VENT SHALL BE MADE Date: February 20, 2026 MORE THAN 12.3 GPM UP TO 25.8 GPM 3 NOT LESS THAN 1 FOOT(304.8 MM) MORE THAN 25.8 GPM UP TO 55.6 GPM 4 INSIDE THE THERMAL ENVELOPE OF PLUMBING RISER DIAGRAM- Scale: As noted THE BUILDINIG. NO SCALE A41 Project No: DA2601 II o = o = 2x 6 RAFTERS SYMBOL LEGEND � O @16"O.C. 00 III-1 I I-1 I I-1 EARTH r- - - - - - - - - - - - - - - - - - - - - - -F - - —12 - - -- - - 12 - - -I - - - - - - - - - - i I-III-III—III 2x6RAFTERS �, _ 1'-0" 112� w �12 1'-0" _ I a::':::-: -.;.4 POURED CONCRETE O 1 „ 2x 10 2x 10 O A' ' OR 8" CMU BLOCK R905.1.2 ICE BARRIERS. IN AREAS WHERE THERE HAS @ 6 O.C. 9 O.H. m O.H. o ,,:,,:. I I RAFTERS w RAFTERS I in BEEN A HISTORY OF ICE FORMING ALONG THE EAVES I I ���@ 16"O.C. @ 16"O.C,O� .. - - - - - - - - - - - I - - - - - - - - EXISTING STUD CAUSING A BACKUP OF WATER AS DESIGNATED WALL IN TABLE R301.2,AN ICE BARRIER SHALL BE INSTALLED - - - - - - - - - - - - - - - - - - - - ,� 1 p 1 I TO REMAIN FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, I �y�O v MINERAL-SURFACED ROLL ROOFING, SLATE " :: ::: ::.�' I ;:;:� ;:::;:::;;;::::::. M �� :::;::....... :::::::::. .f I EXISTING STUD WALL AND SLATE-TYPE SHINGLES,WOOD SHINGLES AND z ..........a ~ C--_-----� 12 Z 12 ::;:: :::::,� :: ::::::::: ::;: << z :::::;;:;: ::: , . .... .::: . 4% 12 z I TO BE REMOVED WOOD SHAKES.THE ICE BARRIER SHALL CONSIST OF g W �' :. :::.:::::::: -. . :: x }' l� W NOT FEWER THAN TWO LAYERS OF UNDERLAYMENT 121 u� w v :;::::::.:: :n � C?:: ::: : "y -> 12U ^o o:: O.: :: : : : ::::: :. 12� u� w I 1,_ „ NEW 2x 4 OR 2x 6 CEMENTED TOGETHER, OR A SELF-ADHERING 2x 6 RAFTERS I m O ��::;:;:::: ::;::::: -FD 2: C� _.. . ........co....... m C7 0 �'-'� H SHALL BE USED IN 16"O.C. I W �..i::i cr i:r:r: .r. . }i::r:N.' . rC crr ' : ::i: `.:}:.<� W o.H. STUD WALL @ 16 O.C. POLYMER-MODIFIED BITUMENS SHEET @ C� N ............ ...:.g N ......... C� 12 p 1 5 .r : : : . : : r :::::::::....... �} .... . . .... . L p PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM - p - p —I O JOISTS D_ w ,moo .::::....................... � w 12 SURFACES TO A > :::: .....::: :::: > :::: OOISTS ABOVE THE LOWEST EDGES OF ALL ROOFSU I ::.:.:. n (� 1�' O.C. + ::::::;;:::;:o :;:::;::..... ::;:: :::::::::::;:::o ;; POINT NOT LESS THAN 24 INCHES(610 MM)INSIDE THE :: ::::::::::: :: ::: u� 2x 10 RAFTERS.... U EXTERIOR WALL LINE OF THE BUILDING. Mmz 1 ^.. Mmz 16":O:C: :::::;: :::: ::: :: :::: Ga.......:................. .:.......:::::::.: r @. :6::O.G:: : 5 ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 1 0 I O O I SECTION / DETAIL x U U A 5 - O.H. I x TA 7 PER ENT I T HORIZONTAL 6 C IN 12 UNITS HO UNITS VERTICAL x L � � E BARRIER SHALL BE APPLIED NOT LESS THE IC I SLOPE), i2 I — I .... .......... .. .. .......................... ................... ss 1 N > :::::::. ::. :::::::::.: :.:.::.::::. ::: ::::. . .:. :. ::.: :. .:. ::.: :.: :. :...::. ::::::. :. .:::. . :::.::.: S BUILDING SECTION M RED ALONG THE ROOF N THAN 36 INCHES 914 M MEASURED VE EDGE F THE BUILDING. ................................................. ....... .................... ....................................................... SLOPE FROM THE EA G O —I 0 RY STRUCTURE NOT EXCEPTION: DETACHED ACCESSORY S ::::.t: .:. ID.... 2x 12 RIDGE BEAM :�:: : : : . . :::..?x...'z.R. . GE.$EAM:::::: :::::::::::: 2X 42.RIDGEBEAM........ I CONTAINING CONDITIONED FLOOR AREA. :::W/CONGEALED: .:.;:: W/CONCEALED . CONCEALED . :._ WINDOW :.................................... ...... ::RID E:VENT.: RIDGE VENT ":...'.RID E: I ......... .... .......... .... ........ ............ I G G VENT 1 1 I 2x 6 RAFTERS O I 1 6 O.C. MENT ASPHALT SHINGLES P ATTACHMENT. S H R905.2.6 A ....... - - - - - ELEM ENTS ABOVE VESH SHALL HAVE THE MINIMUM NUMBER OF � U I 0 O FASTENERS REQUIRED BY THE 2x:10 RAFTERS.. :: w ::': 2z 10 RAFTERS MANUFACTURER'S APPROVED INSTALLATION 16"O.C:::;:� � x 1 m 16".O:C.:::::: I 12 ...... Q� �:::::.-...err N � i:i?i:{Q: ::�:ri�rr:i ..�..�.._..�...:�::.�::: I162 _ INSTRUCTIONS, BUT NOT LESS THAN FOUR I :;W "::::'::.. :': o :::':::'W :':::' I GIRDER HEADER ABOVE .......... .. * � @ 2** . ................ .. FASTENERS PER STRIP SHINGLE OR TWO I 2::: :=:;: : U' '::: Ci....... cat - 0 . FASTENERS PER INDIVIDUAL SHINGLE.WHERE ' 1���.� O I O.H. THE ROOF SLOPE EXCEEDS 21 UNITS I � }: >- co:='::':::} ® POT W 2x 10 RAFTERS ::: ::oo:.::':: a,. 2x 10 RAFTERS I S DOWN N -. ::: -N: �- VERTICAL IN 12 UNITS HORIZONTAL(21:12, �' :: ::: ::: :; @ 16"O.C. @ 16"O.C. ..........�;:: : :...... : ::� .... ..� . ::.... INTERCONNECTED COMBINATION 175-PERCENT SLOPE), SHINGLES SHALL BE W z : : : : : II I ::: : : :: . Q O z J w I : SD SMOKE AND CARBONMONOXIDE INSTALLED IN ACCORDANCE WITH THE I O Z g W '9. ;: ;;: CO _0 .:: `.:'c�: w c� z I ( Xy MANUFACTURER'S APPROVED INSTALLATION p O > f I > p O I `_ CO DETECTORS AS PER R314 OF THE � ::; 1'-0" it w ............_ I U I u' F- 1'-0" IRCNYS AND 915 OF THE IFCONYS INSTRUCTIONS. ¢ 0° c7 :..... ....... W O �I p m tD Q O.H. �, U W0 9::::: ........ . O - I— '` wp ;r, U O.H ° co o! �;::::: ::: :::::::::. 1 1 I + o I 1 ' ::: ;::: : ::::: �, c� pp 1 II oo � I'' pp r TYPICAL ROOF CONSTRUCTION: F w x - - 2-2x 10 UPSET EE W 11 II LIFETIME ARCHITECTURAL ASPHALT SHINGLES I `� o = HEADER. SET j 12 (COLOR: DETERMINED BY OWNER) I 12 -� U 12 ICI I BOTT.AT 15'-0" U �12 - J 15#ROOF FELT&ICE AND WEATHER SHIELD `''°°Z - ABOVE 2ND FLR "z 1/2"CDX PLYWOOD SHEATHING I 121 X O �12 f 12 x RAFTERS AS NOTED i H9 1'-0" = 1'- " 12 - - _ N " O.H. O O.H. Cn N J CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR - 1- - - - - - - - - - -i - - - - - _ - - - - - 1- - - - - - - - - - � - - - - - MAINTAINING JOB SITE SAFETY DURING THIS PHASE N L N OF WORK&SHALL COMPLY WITH ALL APPLICABLE 1 O 1 FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING Q m = i� zo r 1 o m r 1 O is o m = BUT NOT LIMITED TO BUILDING CODES, OSHA O co = L J O -1 L J _ < O REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS 2x 10 RAFTERS O 2x 10 RAFTERS O MATERIAL REMOVAL&DISPOSAL. @ 16"O.C. @ 16"O.C. THE CONTRACTOR SHALL INDEMNIFY&HOLD HATCHED AREA INICATES AREA 2x 8 RAFTERS HARMLESS THE OWNER,THE ARCHITECT,AND ROOF PLAN „ THEIR AGENTS&EMPLOYEESF OF ONE ROOF BUILT OVER ANOTIHER 16 O.C. FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES SCALE: 1/4"=1'-0° - LOWER ROOF TO BE BUILT FIRST' ALIGN PORCH FASCIA W/ ARISING OUT OF OR RESULTING FROM ANY OF THE OINDICATES ORDER OF ROOFS FASCIA OVER GARAGE ITEMS LISTED ABOVE. 1 TO BE BUILT FIRST THE CONTRACTOR SHALL VERIFY ALL FIELD 2x 12 RIDGE BEAM W/ CONDITIONS AND NOTIFY THE ARCHITECT OF ANY 2x 10 RAFTERS @ 16"O.C. CONCEALED RIDGE VENT CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE 2x 10 RAFTERS @ 16"O.C. RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. 2x 10 FLAT VALLEY JACK 2x 6 COLLAR TIES @ 16"O.C. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY 2x 10 RAFTERS @ 16"O.C. 2-2x 10 UPSET HEADER WITH AGENCY FOR ANY"ERRORS&OMISSIONS"ON 1-2x 4 PLATE ABOVE. SET TOP THESE DOCUMENTS. 12 12 AT 15'-0"ABOVE 2ND FLOOR. 2x 6 HIGH CEILING JOISTS @ 16"O.C. t8� �tg THE CONTRACTOR IS SOLEY RESPONSIBLE FOR SET BOTT. @ 10'-6"A.F.F. 2x 8 RAFTERS @ 16"O.C.WITH "METHODS&MEANS"OF CONSTRUCTION. THE METAL ROOFING V-0" ARCHITECT IS NOT RESPONSIBLE FOR FIELD 2x 10 CRICKET _ GABLE — 6"BLIND FLASHING SUPERVISION. EXTENSION BEYOND -- 2x 4 STRONG-BACKS @ 16"O.C. O.H. 12 2x 6 CEILING JOISTS @ 16"O.C. 2x 10 NAILER WITH SIMPSON LRU218Z 6 FACE MOUNT RAFTER HANGER 3'-0" 5"ALUM. HALF-ROUND GUTTERS(WHITE) 2x 6 CEILING JOISTS @ 16"O.C. OVER 5/4x 6 FASCIA BOARDS OVER 2x 6 3-2x 10 HEADER SUB-FASCIA 2x 10 RAFTERS @ 16"O.C. EXTERIOR WALL �� `. 1'-0" CONSTRUCTION: O.H 3-2x 10 HEADER 12 2x 6 SOFFIT JOISTS @ 16"O.C. ,��FtED qR y CEDAR PERFECTION PRE-DIPPED �' I ,� , 1 \5 �gTOPHE / "WASKA ECOBLEACH"COLOR:WHITE i 2'G.W.B. ON WALLS = ��� 2x 10 CRICKET EXTENSION BEYOND 7Z 5"ALUM. HALF-ROUND GUTTERS ��� G�� O6 CIA VENTILATED UNDERLAYMENT - -- i AND CEILING M.R. W FULLY FLASH AS REQUIRED 3-2x 10 HEADER -- (WHITE)OVER 5/4x 6 FASCIA Q TYVEK HOUSE WRAP OR EQUAL IN BATHROOMS(TYP) g = SET BOTT. 8'-1"A.F.F. BOARDS OVER 2x 6 SUB-FASCIA * a° =�: z W Z'O.S.B. SHEATHING = I = �- 6"BLIND FLASHING 2x 10 HEADER N �- F: R-19 BATT INSUL. (PICTURE FRAME AIR I PROVIDE FIRE BLOCKING b x C7 „ O Cr, 2x 8 NAILER WITH 14 x 18 x 4 BRACKETS O - SEAL TO MEET BLOWER DOOR REAM z_ I IN ALL WALLS OVER 8-0 z_ g Q- z O (D 2x 6 STUDS @ 16"O.C. 'J i J CLG. FACE MOUNT RAFTER a 13'-6"HIGH " CSC F NE yO -j - w 10 6 HIGH w �N 1-6 FO W o = Z'GYPSUM WALL BOARD VAULT CLG IN UPPER HANGER ' BEDROOM #3 O.H. N Fw— 2x6 RAFTERS 1s"O.C. ' I BEDROOM #2 FOYER °e o I 2x 8 RAFTERS @ 16"O.C. r- SET ON 2x 6 PLATE(BEYOND) I CEILING a I Z�� 2x 6 LEDGER POSITIVELY ANCHORED of 12 I 11 $ DEEP TJI (210) �8,N 4f— - PRE-ENGINEERED 12 WITH SIMPSON LUS26 FACE MOUNT o '',-'' i FLOOR JOISTS @ 16"O.C. 6 JOIST HANGERS OFFICIAL PLANS ARE DULY SIGNED AND 2x 6 SOFFIT JOISTS @ 16"O.C. SEALED AND BEAR RED-INK SIGNATURE -- WITH BEADED VENTED SOFFIT - — — — Model Name: Viper O.H. 4-14'x 118"FLUSH LVL HEADER WITH 3-2x 10 LOW WITH 6'-0" , , 2-2x 6 PLATES ABOVE 2'SHEATHING WITH HOUSE WRAP 3-4'x 118"STEEL FLITCH PLATES(#1) TWO O.H. , , FURR-OUT TO COLUMN Proposed New Home for: OVER 2x 6 STUDS WITH SIMPSON IUS2.06/11.88 FACE STORY ; ; WIDTH = a! MOUNT JOIST HANGERS EACH SIDE W o = FOYER ' ' 9'CLG HT CEDAR PERFECTION SHINGLES O c7 3„ �„ (PRE-DIPPED)t0.45"THICK x 18" w 2-14 x 11$ FLUSH LVL ' T 6 P.T.WOOD POST ANCHORED O RED , TO LOW GIRDER WITH SIMPSON g DINING LONG,6"EXPOSURE FLARED AT U) W 9'CLG HT 4"LP-TOPNOTfCH 350 CH LCE4 2 AT CORNER INSTALLATION ROOM RAMADUNT BOTTOM AND WOVEN AT CORNERS H MASONRY PORCH. BREAKFAST AREA T&G SUBFLOOOR GLUED ; ; AND SIMPSON ABU66Z STANDOFF g SEE DETAIL D-1 FIRE BLOCKING BETWEEN AND NAILED((TYPICAL) POSTS BASE WITH Z'DIA.ANCHOR a DEVELOPMENT GROUP RAIN SCREEN DRAINAGE AND � °' ON SHEET A2 FLOOR JOISTS(TYPICAL) ; BOLT. PACK OUT POST WITH 5/4x 10 SIMPSON TBZ7 floLUMEN ARCHITECTURE VENTILATION BARRIER 11 $"DEEP TJI (210) CROSS BRIDCGING CEDAR WITH CAP AND BASE. rn _ PRE-ENGINEERED - - - - FULLY ADHERED WEATHER - - - - - - - - - - - - - - - - @ 8'-0"O.C. - - L 2 Windemere Court RESISTIVE BARRIER � FLOOR JOISTS @ 16"O.C. SHINGLE FLARE AT PERIMETER SEE DETAIL THIS SHEET P.O. Box 169, Speonk,NY 11972 2 LAYERS OF 4"SHEATHING PROVIDE 2"G.W.B. MEMBRANE 3-14'x 118"LO)W LVL HEADER I - Phone: 631-874-2925 (1) 18"TALL AND(1)24"TALL TO UNDERSIDE OF PRE-ENGINEERED ON 4"DIA.STfEEL LALLY COLUMN I 1---MASONRY PORCH. SEE DETAIL D-1 7'-9Z"CLG. HT. Fax: 631-874-7377 Z I FLOOR JOISTS WITH FIREBLOCKING ON 30"x 30"x 115"DEEP POURED I I ON SHEET A2 UNFINISHED adam@delumenarchitecture.com w = I I AS PER SECTION R302.13 OF THE RCONYS CONCRETE FOOTINGS WITH I I BASEMENT 2x 4 HORIZONTAL BLOCKING 2 w 1 r�I'� WITH A 20 DEGREE BEVEL � _ ---------------1 1 I 3-#5 RE-BAR E.W. ATTACHED TO A VERTICAL m z I -------------I L__� ( T-92"CLG. HT. 2x 6 SILL SILL PLATES # 1760 McCann Lane - - - - - - - -• WITH SILL SEAL AND 2x4 INSTALLED AROUND �N� --� --� BATT INSULATION TERMITE SHIELD (nP) Greenport, New York, 11944 1 z PERIMETER, MITERED AT �" w ` - - - - - - - �__ �__ BASEMENT O.H. z tic) ♦ -- �_ I OVER ATIOM W Town of Southold •• CORNERS ♦ � -� I FOUNDATION)WALLS 5/8 DIA STEEL ANCHOR BOLTS FINISHED GRADE ♦♦ �--� �--� 1 MAX 37"O.C.WITHIN 12"FROM _ County of Suffolk I � ♦ L_ L_ ENDS OF EACH SILL PLATE PIECE. _III— Ip EXTEND BOLTS MIN 7" INTO FND& SCTM #: 1000-33-4-,� Zone:R-40 SIT ♦♦ I 4"POURED SECURE TO SILL W/ 3"SQUARE Non-Confonmin I__I I I I I I ♦♦ L- CONCRETE WASHER AND TIGHTENED NUT g • I � � � ( � � ( � III- '� - - - -� SLAB TO EACH BOLT. FOUNDATION NOTE: BUILDING SECTION: S-2 Building Section & Roof Plan TEMPORARY WALL BRACING NOTE: PROVIDE FIRE BLOCKING 8"POURED CONCRETE FOUNDATION SCALE: 1/4" = 1'-0" Date: February 20, 2026 F`\ SHINGLE FLARE DETAIL BUILDING SECTION: S-1 WALLS TO BE BRACED DURING CONSTRUCTION IN ALL WALLS OVER 8'-0" WALL ON 16"x 8"P.C. FOOTINGS WITH SCALE: 1"=1'-0" SCALE: 1/4" = 1'-0" TO PREVENT BOWING OF TOP PLATES. DO NOT 2-#5 RE-BARS IN BOTTOM WITH"GMX" REMOVE BRACES UNTIL WALLS AND ROOF ARE WATERPROOFING (10 YEAR). Scale: As noted FULLY SHEATHED. A5 Project No: DA2601 II TYPICAL ROOF CONSTRUCTION: SYMBOL LEGEND LIFETIME ARCHITECTURAL ASPHALT SHINGLES (COLOR: DETERMINED BY OWNER) - - 1 x 8 RAKE BOARDS WITH I I I=I�I-III-� EARTH 15#ROOF FELT&ICE,AND WEATHER SHIELD STANDING SEAM I 2 TRIM OVER(FRONT ONLY) I—I I-I I-I 1/2"CDX PLYWOOD SHEATHING METAL ROOFING RAFTERS AS NOTED (ALUMINUM FINISH) s \ / 4 x 4 WINDOW TRIM WITH l x 6 `;;< '.„'_... .' POURED CONCRETE CAP WITH 2"PVC RAMS CROWN (FRONT ONLY) \ 1's: N^" OR H" CMU BLOCK 3"THICK PVC SHEET BOARDS / 1x 6 FRIEZE BOARDS(FRONT ONLY) EXISTING STUD WALL TO REMAIN WITH 1x 2 BATTENS @ 12"O.C. -- _ FRONT GABLES ONLY EXISTING STUD WALL / — \ TO BE REMOVED 6"BLIND FLASHING AT ROOF 6"BLIND FLASHING AT ROOF \ AND WALL INTERSECTIONS(TYP) AND WALL INTERSECTIONS(TYP) NEW 2x 4 OR 2x 6 STUD WALL @ 16" O.C. 4'PVC RECESSED PAIJELS WITH / \ / JOISTS JOISTS ABOVE I 4 STYLES AND RAILS(TYPICAL) 5 SECTION / DETAIL I 6 PVC TRIM WITH = DRIP CAP ABOVE - TO* FLR PLATE_ - J _ - T.O. A5 ALIGN WITH PORCH FASCIA T j / / _ � FLR PLATE \ \ A5 BUILDING SECTION AND GARAGE FASCIA 0 �� 2 O O z 0 = Al- 0 0 0 00 �9 — WINDOW u W �5��/ z N Q� / o Lj ? \`�tiF - - - = ELEMENTS ABOVE :- g z - - - - - - - �, � g GIRDER / HEADER ABOVE / T.O.21�41D FLR LL _ T.O.2ND FLR \ T.O. 1ST FLR PLATE T.O. 1ST _ ® POST DOWN � o � � FLR PLATEI Hill � INTERCONNECTED COMBINATION X�SD SMOKE AND CARBONMONOXIDE OA O D OA y CO DETECTORS AS PER R314 OF THE = 0 = - I IRCNYS AND 915 OF THE IFCONYS 1: wUJI� I oww o ow = ® ® ® ® ® I w � > �- _ co ® ® ® ® ® ® 0 0 0 W 0 N ~ m � g z a o 9 - �- � o> �- o Cw o w Q Ibo T.O. 1 ST FLR: 9 T.O. 1ST FLR: I Q ELEV=45.0' - - ELEV=37.5' ( CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE T.O. BSMT PLATE - - T.O. BSMT PLAT OF WORK&SHALL COMPLY WITH ALL APPLICABLE Lt FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING 1x 6 PVC TRIM WITH BUT NOT LIMITED TO BUILDING CODES, OSHA I I I I REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS Z = I I I DRIP CAP ABOVE I I I I I I 1x 8 CEDAR EXPOSED I I z = MATERIAL REMOVAL&DISPOSAL. w 0 15'-0" 1 I I I I I I w 0 co = I I I I I I I I I U) = THE CONTRACTOR SHALL INDEMNIFY&HOLD FLARED, MITERED,AND Q I I I I I I I Q 0 HARMLESS THE OWNER,THE ARCHITECT,AND WOVEN SHINGLES.,SEE I I I I 0° z THEIR AGENTS&EMPLOYEES FROM AND AGAINST DETAIL ON SHEET AB w I I I I 1I W ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ~ L) I I I ( I - -L -LI I I I U ARISING OUT OF OR RESULTING FROM ANY OF THE _ I I I F __1 I I I ITEMS LISTED ABOVE. T.O. BSMT SLAB T.O. BSMT SLAB EXTERIOR WALL - - - - _ _ _ _ _ _ - �,---I - - - - - _- -_ __- - - - - - - �_-_ -- - - - - - THE CONTRACTOR SHALL VERIFY ALL FIELD - - — - - — — — — - - - - - - - - - - - - - - - CONSTRUCTION: - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - -I— L - - - - - - - - - - - - - - - I - -_ -- - - CONDITIONS AND NOTIFY THE ARCHITECT OF ANY CEDAR PERFECTIO14 PRE-DIPPED CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE "WASKA ECOBLEACIH"COLOR:WHITE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. VENTILATED UNDERL FRONT ELEVATION THE ARCHITECT SHALL BE HELD HARMLESS BY ANY EQUAL TYVEK HOUSE WRAP ORR EQUAL 2'O.S.B. SHEATHING AGENCY FOR ANY"ERRORS&OMISSIONS"ON SCALE: 1/4" - 1'-0" THESE DOCUMENTS. R-19 BATT INSUL. (PICTURE FRAME AIR; SEAL TO MEET BLOWER DOOR REQM'T) 2x 6 STUDS @ 16"O.C. "METHODS CONTRACTOR IS SOLEY RESPONSIBLE FOR 2' ' ET ODS&MEANS"OF CONSTRUCTION. THE GYPSUM WALL BOARD \ ARCHITECT IS NOT RESPONSIBLE FOR FIELD SUPERVISION. TYPICAL ROOF CONSTRUCTION: LIFETIME ARCHITECTURAL ASPHALT SHINGLES - \ (COLOR: DETERMINED BY OWNER) - - -- \ 15#ROOF FELT&ICE AND WEATHER SHIELD 1/2"CDX PLYWOOD SHEATHING - RAFTERS AS NOTED �STOPHIlk 046845 yOQ� T.O. 2ND FLR PLATE ____ _______ ._ - ___-_— _ _.-- - -_ T.O. 2ND FLRaP12 )ff FLR PLATE OF NEB 14"x 18"x 4" \ 1 CEDAR BRACKETS O (9 p O (D OFFICIAL PLANS ARE DULY SIGNED AND 1111 U_ W _ UL W SEALED AND BEAR RED-INK SIGNATURE = 6 BLIND FLASHING AT ROOF � 0 = \ z AND WALL INTERSECTIONS(TYP) 0 z w \ _N z 1 x 6 PVC TRIM WITH :7 a Model Name: Viper DRIP CAP ABOVE q ALIGN WITH PORCH FASCIA Proposed New Home for: T.O.2ND FLR ~ AND GARAGE FASCIA T.O.2ND FLRO.2ND FLR \ - - - - - \ T.O. 1 ST FLR PLATE _ - T.O. 1 ST FLROLME FLR PLATE - - - - - - - - - RAMOUNT EXTERIOR WALL CONSTRUCTION: O O Og DEVELOPMENT GROUP CEDAR PERFECTION PRE-DIPPED H 0 = "WASKAECOBLEACH"COLOR:WHITE Ci i O = I OOLUMEN ARCHITECTURE 0 w VENTILATED UNDERLAYMENT = w I w 0 F- = TYVEK HOUSE WRAP OR EQUAL o i W o`� 2 Windemere Court, Z"O.S.B.SHEATHING o co m P.O. Box 169 Speonk,NY 11972 R-19 BATT INSUL.(PICTURE FRAME AIR z g Q w a SEAL TO MEET BLOWER DOOR REQM'1) i n' o Phone: 631-874-2925 2x 6 STUDS @ 16"O.C. o - ' T.O. 1ST FLR: z'GYPSUM WALL BOARD bo� � � w Fax: 631-874-7377 I Q adam@delumenarchitecture.com ELEV=45.0' _ - - _ - - T.O. 1 ST FL1REL11 ff14R-tELEV=45.0' T.O. BSMT PLATE - - _ - - - - T.O. BSMT RLekTHSMT PLATE # 1760 McCann Lane - I I I I I I r'— -�► I I i i I '_ 1" Town en ort, New ofof Southold York,, 11944 W = o Z I I I I I I III 0 III I I I 3s 92 County of Suffolk I I W I I I I II Ii I I I F- . �' _ ------------� I I ,— _ — I I I M Z `------------ L L III III I w SCTM #: 1000-33-4-7 a 0 , —, I I I I Ih -- - ,�I � Zone: R-40 I I I I I I I I I I I I W = Non-Conforming L _1L _ I I I I III III I I I I m L , L , ��N Elevations L- L- T.O. BSMT SLAB L-, I I I I I I I I r- T.O. BSMT,9MBBSMT SLAB �' 0 ---------rl_- -------—Lr-=-------L��� - - - - - Date: February 20, 2026 C--------1---------- --------------- L-----------L------ LEFT SIDE ELEVATION Scale: As noted A6 SCALE: 1/4" = 1'-0" Project No: DA2601 �i I SYMBOL LEGEND I I IL1 11=1 I 1=1 EARTH I-1 I I-111-111 f.• : �: POURED CONCRETE OR 8" CMU BLOCK EXISTING STUD WALL TO REMAIN EXISTING STUD WALL TO BE REMOVED NEW 2x 4 OR 2x 6 STUD WALL @ 16" O.C. TYPICAL ROOF CONSTRUCTION: LIFETIME ARCHITECTURAL ASPHALT SHINGLES JOISTS (COLOR: DETERMINED BY OWNER) .JOISTS ABOVE 15#ROOF FELT&ICE AND WEATHER SHIELD _ 1/2"CDX PLYWOOD SHEATHING 5 SECTION / DETAIL RAFTERS AS NOTED A5 T.O.2ND FLR PLATE - T.O.2ND FLR PLATE - - - - - - S-1 A5 BUILDING SECTION o o J7111 WINDOW 6"BLIND FLASHING AT ROOF _ z w p p AND WALL INTERSECTIONS(TYP) z w — — — — — 0 o N — — — — — ELEMENTS ABOVE BO � a 0 0 _ GIRDER / HEADER ABOVE T.O.2ND FLR O _ _ — — T.O. 2ND FLR— T.O. 1 ST FLR PLATE — — LI — — _ _ — T.O. 1 ST FLR PLATE ® POST DOWN EXTERIOR WALL INTERCONNECTED COMBINATION = CONSTRUCTION: SD SMOKE AND CARBONMONOXIDE o OE OD OC CEDAR PERFECTION PRE-DIPPED -"CO DETECTORS AS PER R314 OF THE Of � � - _ "WASKA ECOBLEACH"COLOR:WHITE IRCNYS AND 915 OF THE IFCONYS 0 (9 p o VENTILATED UNDERLAYMENT00 U_ W z = TYVEK HOUSE WRAP OR EQUAL W F- _ 1i O.S.B. SHEATHING z:N F- w p m O o R-19 BATT INSUL. (PICTURE FRAME AIR F-- Z SEAL TO MEET BLOWER DOOR REQM7) 2x 6 STUDS @ 16"O.C. ina IT 9 GYPSUM WALL BOARD T.O. 1 ST FLR: - T.O. 1ST FLR: ELEV=45.0' _ — — — — ELEV=45.0' — CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE %T.O. BSMT PLATE _ — _ _ — T.O. BSMT PLATE OF WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING BUT NOT LIMITED TO BUILDING CODES, OSHA REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS Z = ( I I I I I Z = MATERIAL REMOVAL&DISPOSAL. LU0 I I I I I I w0 = I I I-� -1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I = THE CONTRACTOR SHALL INDEMNIFY&HOLD Q I I - - - - - - - - - - - - -- - -- - - - - - - - - - � - - - - - - -- - - - - - - - - -- -- - - - -I- -1 I m z HARMLESS THE OWNER,THE ARCHITECT,AND m Z I i I I I I I i �- —I THEIR AGENTS&EMPLOYEES FROM AND AGAINST `-a, w I I L - I L - I I I I W ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES F - I F- V ARISING OUT OF OR RESULTING FROM ANY OF THE T_---_______ I- -I ITEMS LISTED ABOVE. T.O. BSMT SLAB I— -j I T.O. BSMT SLAB IRV — — — — _-- - - - -Z= __- - - -, - -- - - - - --- - - - - THE CONTRACTOR SHALL VERIFY ALL FIELD � �-- —I- - - - - - - - - - - - - - Z � � r � -1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - J - - CONDITIONS AND NOTIFY THE ARCHITECT OF ANY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE LI -1 F —1 RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. I I I_ I L I L THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON THESE DOCUMENTS. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR REAR ELEVATION "METHODS&MEANS"OF CONSTRUCTION. THE ARCHITECT IS NOT RESPONSIBLE FOR FIELD SCALE: 1/4" = 1'-0" SUPERVISION. T. T— ED AR OPHE TYPICAL ROOF CONSTRUCTION: ,k Q ';;;' Z LIFETIME ARCHITECTURAL ASPHALT SHINGLES (COLOR: DETERMINED BY OWNER) 15#ROOF FELT&ICE AND WEATHER SHIELD N 1/2"CDX PLYWOOD SHEATHING oas8a8 y0� RAFTERS AS NOTED OF NC"' T.O.2ND FLR PLATE — — — =� i_ — _ — _ _ — T.O.2ND FLR PLATE 14"x 18"x 4" CEDAR BRACKETS 0 0 - p O OFFICIAL PLANS ARE DULY SIGNED AND i; W = U_ W SEALED AND BEAR RED-INK SIGNATURE = 6 BLIND FLASHING AT ROOF = z H p AND WALL INTERSECTIONS(TYP) z w g_111 x 6 PVC TRIM WITH Z g Model Name: Viper DRIP CAP ABOVE ALIGN WITH PORCH FASCIA q Proposed New Home for: AND GARAGE FASCIA T.O.2ND FLR — — — — — — — — T.O.2ND FLR T.O. 1 ST FLR PLATE T.O. 1 ST FLR PLATE D RAMOUNT EXTERIOR WALL DEVELOPMENT GROUP o = ' � CONSTRUCTION: o � p CEDAR PERFECTION PRE-DIPPED 00 floLUMEN ARCHITEffURE U_ W "WASKA ECOBLEACH"COLOR:WHITE E W t_ _ VENTILATED UNDERLAYMENT F_ _ - TYVEK HOUSE WRAP OR EQUAL 2 Windemere Court, g P.O. Box 169 S eonk NY 11972 2"O.S.B. SHEATHING (L p R-19 BATT INSUL. (PICTURE FRAME AIR °' Phone: 631-874-2925 SEAL TO MEET BLOWER DOOR REQM'T) Fax: 631-874-7377 T.O. 1 ST FLR: i 2x 6 STUDS @ 16"O.C. T.O. 1 ST FLR: ELEV-_45.0' 2'GYPSUM WALL BOARD ELEV=45.0' adam@delumenarchitecture.com T.O.BSMT PLATE — — — Luj� — — — — T.O. BSMT PLATE # 1760 McCann Lane Greenport, New York, 11944 r _J / i W Town of Southold W � I I I I I I z = Countyof Suffolk n = i I I I I I I III III // r W _ m Z I I I I I 1 J i/ -J r-' m Z SCTM #: 1000-33-4-7 Zone:R-40 N-i I I I ( I I I III III J / r— r— N J Non-Conforming w I I I I I I III III J // —i �_i W U — I I I 1'7--__—__1 I III III // -J -J J-J Elevations � � I I r � T � I IIL — JII r� / F F T.O. BSMT SLAB T.O. BSMT SLAB --� I--� P-A i �®�� ,-_ / r_j F- �i - - -- -- - - --T�- -�T- - - - - -- - � - - - - 1_-j r -j — — — — Date: February 20, 2026 RIGHT SIDE ELEVATION �_I, � � Scale: As notedA7 SCALE: 1/4" = 1'-0" Project No: DA2601 II I BRACED WALL LINE"C": 47'-8" TABLE R602.10.3(1) SYMBOL L E G E N D REQUIRED CS-WSP: 20'-1" TABLE R602.10.3(1) 9 FEET WALL ADJUSTMENT 20'-1"x 0.95= 19'-1" TABLE R602.10.3(2) ITEM#3 — — GYP. BOARD ADJUSTMENT GB 19'-1"x 0.7= 13'-42' TABLE R602.10.3(2) ITEM#7 11=III—I I=1 EARTH I -1 I I POURED CONCRETE CS-WSP REQUIRED: 13'-42' CS-WSP PROVIDED: 16'-102 OR 8" CMU BLOCK" ''`'+' ' MINIMUM LENGTH OF BRACED TABLE R602.10.3(1) EXISTING STUD WALL WALL PANELS FOR CS-WSP: 41" <140 MPH TABLE R602.10.5 TO REMAIN PROVIDED MIN. LENGTH OF BRACED _______ EXISTING STUD WALL WALL PANEL FOR CS-WSP: 422" [ ] TO BE REMOVED MINIMUM$'EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 2"MIN. SHEATHING NEW 2x 4 OR 2x 6 MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3) ITEM#30 I--� STUD WALL @ 16" O.C. INSTALL WALL CS-WSP WITH GB AS PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR BASED ON TABLE R602.10.3(2) ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ON JOISTS JOISTS ABOVE GARAGE FRONT WALLS SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED 5 A5 SECTION / DETAIL A5 BUILDING SECTION _F—11 WINDOW I - - - -- ELEMENTS ABOVE 47'-8" RACED W LL LINE"C" 1„ _ — GIRDER / HEADER ABOVE B. P. 10'-6" B W.P. 8'-10" 41 B W.P. ol 5'-EO" L. B.W.P. lie 7�-32" 001 4. ILI 11, � POST DOWN INTERCONNECTED COMBINATION r X%�SD SMOKE AND CARBONMONOXIDE -"CO DETECTORS AS PER R314 OF THE IRCNYS AND 915 OF THE IFCONYS _j L _ CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR t l I —I O o MAINTAINING JOB SITE SAFETY DURING THIS PHASE C? I I OF WORK&SHALL COMPLY WITH ALL APPLICABLE LD I I I FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING - - - - - - - - - - - -- - - - - - - - - - J - - - - - - - _ - - + BUT NOT LIMITED TO BUILDING CODES, OSHA REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS MATERIAL REMOVAL&DISPOSAL. I THE CONTRACTOR SHALL INDEMNIFY&HOLD HARMLESS THE OWNER,THE ARCHITECT,AND a: a THEIR AGENTS&EMPLOYEES FROM AND AGAINST — — — — — — — ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES BRACED WALL LINE"D": 31'-0" TABLE R602.10.3(1) °0 �� m ARISING OUT OF OR RESULTING FROM ANY OF THE REQUIRED CS-WSP: 13'-5" TABLE R602.10.3(1) ;!N ITEMS LISTED ABOVE. 9 FEET WALL ADJUSTMENT 13'-5"x 10.95= 12'-9" TABLE R602.10.3 (2)ITEM#3 THE CONTRACTOR SHALL VERIFY ALL FIELD GYP. BOARD ADJUSTMENT GB 12'-9"x 0.7=8'-112" TABLE R602.10.3(2)ITEM#7 I i BRACED WALL LINE"B": 27'-0" TABLE R602.10.3(1) REQUIRED CS-WSP: 11'-10" TABLE R602.10.3(1) CONDITIONS AND NOTIFY THE ARCHITECT OF ANY o 9 FEET WALL ADJUSTMENT 11'-10"x 0.95= 11'-3" TABLE R602.10.3(2)ITEM#3 CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. CS-WSP REQUIRED: 8'-112' z GYP. BOARD ADJUSTMENT GB 11'-3"x 0.7=T-102" TABLE R602.10.3(2) ITEM#7 CS-WSP PROVIDED: 10'-112 - THE ARCHITECT SHALL BE HELD HARMLESS BY ANY 00 AGENCY FOR ANY"ERRORS&OMISSIONS"ON MINIMUM LENGTH OF BRACED 'TABLE R602.10.3(1) = I = z CS-WSP REQUIRED: 7'-10-" THESE DOCUMENTS. WALL PANELS FOR CS-WSP: 41" <140 MPH TABLE R602.10.5 o aN 00 CS-WSP PROVIDED: 20'-32" PROVIDED MIN. LENGTH OF BRACED V \ M _j THE CONTRACTOR IS SOLEY RESPONSIBLE FOR WALL PANEL FOR CS-WSP: 652" 0 O MINIMUM LENGTH OF BRACED TABLE R602.10.3(1) "METHODS&MEANS"OF CONSTRUCTION. THE m WALL PANELS FOR CS-WSP: 41" <140 MPH TABLE R602.10.5 ARCHITECT IS NOT RESPONSIBLE FOR FIELD MINIMUM S'EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 2'MIN. SHEATHING / — — — — — — — — - U PROVIDED MIN. LENGTH OF BRACED SUPERVISION. MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3) ITEM#30 CV) I WALL PANEL FOR CS-WSP: 1191, I I m INSTALL WALL CS-WSP WITH GB AS PER TABLE i R602.10.4&WIND ADJUSTMENT q MINIMUM e"EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 2'MIN. SHEATHING FACTOR BASED ON TABLE R,502.10.3(2) ITEM#7 iADJUSTMENT FOR GYPSUM BOARD ON O I N MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3) ITEM#30 GARAGE FRONT WALLS SHALL BE FASTENED A7 4"O.C.ALONG PANEL EDGES I a INCLUDING TOP AND BOTTOM PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED I INSTALL WALL CS-WSP WITH GB AS PER TABLE R602.10.4&WIND ADJUSTMENT =JV p I m FACTOR BASED ON TABLE R602.10.3(2)ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ON p I GARAGE FRONT WALLS SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES LO m I I INCLUDING TOP AND BOTTOM PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED �REo H R y� cu CIA d z (p 0468 b o a m CS OF NEB 0 0 0 M IriF1I I OFFICIAL PLANS ARE DULY SIGNED AND jai SEALED AND BEAR RED-INK SIGNATURE — — — — — — — Model Name: Viper Proposed New Home for: D 56-41" B.W.P. 1,� 1�� 5��1��B W P 2 . L e,RAMOUNT 9-5 5-42 B.W.P. 7���, 5-42 B.W.P. 9�_5,� 2 DEVELOPMENT GROUP 47'-8"BRACED WALL LINE"A" OOLUMEN ARCHITECTURE BRACED WALL LINE"A': 47'-8" TABLE R602.10.3 REQUIRED CS-WSP: 20'-1" TABLE R602.10.3('1) 2 Windemere Court, PROPOSED FIRST FLOOR 9 FEET WALL ADJUSTMENT 20'-1"x 0.95=19'-1" TABLE R602.10.3(.2) ITEM#3 P.O. Box 169 Speonk NY 11972 GYP. BOARD ADJUSTMENT GB 19'-1"x 0.7= 13'-42' TABLE R602.10.3(;2) ITEM#7 Phone: 631-874-2925 BRACING CALCULATIONS "V-6 Fax: 631-874-7377 SCALE: 1/4"=1'-0" NOTES: CS-WSP PROVIDED: 21'-6 CS-WSP REQUIRED: ' adam@delumenarchitecture.com e BRACING REQUIREMENTS ARE BASED ON MINIMUM LENGTH OF BRACED TABLE R602.10.3(1) # 1760 McCann Lan TABLE R602.10.3 (1) FOR <140 MPH WIND SPEED. WALL PANELS FOR CS-WSP: 41" <140 MPH TABLE R602.10.5 Greenp ort, New York, 11944 PROVIDED MIN. LENGTH OF BRACED WALL PANEL FOR CS-WSP: 642' Town of Southold MINIMUM 8"EXTERIOR SHEATHING AS PER TABLE R602.3 (3)SPECIFIED 2'MIN.SHEATHIING County of Suffolk MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3) ITEM#30 SCTM #: 1000-33-4-7 Zone:R-40 INSTALL WALL CS-WSP WITH GB AS PER TABLE R602.10.4&WIND ADJUSTMENT Non-Conforming FACTOR BASED ON TABLE R602.10.3(2)ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ON First Floor Braced GARAGE FRONT WALLS SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED Walls Calculations Date: February 20, 2026 Scale: As notedA8 Project No: DA2601 II I SYMBOL LEGEND Posts II Li II I I I II I II I I EARTH POURED CONCRETE OR 8" CMU BLOCK 2x4 PLATE EXISTING STUD WALL TO REMAIN EXISTING STUD WALL RIM JOIST TO BE REMOVED BRACED WALL LINE"G": 47'4" TABLE R602.10.3 (1) REQUIRED CS-WSP: 1V-62" TABLE R602.10.3 (1) NEW 2x 4 OR 2x 6 8 FEET WALL ADJUSTMENT 10'-62"x 0.9=9'-6" TABLE R602.10.3 (2) ITEM#3 CLEAR SPAN --� SIMPSON MST40 OR GYP. BOARD ADJUSTMENT GB 9'-6"x 0.7=6'-8" TABLE R602.10.3 (2) ITEM#7 (NO NAILING) STUD WALL @ 16" O.C. EQUAL.2ND STORY HOLDOWN. CONNECT NEW (2)2x 4 TOP PLATE JOISTS JOISTS ABOVE CS-WSP REQUIRED: 6'-8" CORNER POST TO NEW 6 CS-WSP PROVIDED: 24'-32 CORNER POST BELOW" 5 NOTES: A5 SECTION / DETAIL MINIMUM LENGTH OF BRACED TABLE R602.10.3(1)) 1. HOLD DOWNS REQUIRED AT EACH BUILDING CORNER,AT EACH WALL PANELS FOR CS-WSP: 24" <140 MPH TABLE R602.10.5 OVERHEAD GARAGE DOOR JAMB,AND AS INDICATED ON THE PLANS. PROVIDED MIN. LENGTH OF BRACED 2. ALL STRAPPING,ANCHORS,AND HOLD DOWNS SHALL BE INSTALLED BUILDING SECTION AS PER MANUFACTURES SPECIFICATIONS. A5 WALL PANEL FOR CS-WSP: 30" STORY TO STORY HOLDDOWN DETAIL MINIMUM 8"EXTERIOR SHEATHING AS PER TABLE R602.3 (3)SPECIFIED 2'MIN. SHEATHING N.T.S. WINDOW MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3) ITEM#30 INSTALL WALL CS-WSP WITH GB AS PER TABLE R602.10.4&WIND ADJUSTMENT — - - - - ELEMENTS ABOVE FACTOR BASED ON TABLE R602.10.3(2)ITEM#7 ADJUSTMENT FOR iGYPSUM BOARD ON GARAGE FRONT WALLS SHALL BE FASTENED AT 4"O.C.ALONG PAINEL EDGES INCLUDING TOP AND BOTTOM PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED — GIRDER / HEADER ABOVE 47'-8"BRACED WALL LINE"G" ® POST DOWN 6-7" 4'-3" X-6" 2146" 5'-11" 2'-6INTERCONNECTED COMBINATION 2„ 1 B.W.P. 7-4- B.W.P. B.W.P. T-0" WAV.P. B.W.P. X-6" B.W.P. 5'-102" f�XN SD SMOKE AND CARBONMONOXIDE CO DETECTORS AS PER R314 OF THE IRCNYS AND 915 OF THE IFCONYS I— — — — — — — — — — —— — — —— — — — — — — — — — — — — — — — — — CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR SIMPSON MAINTAINING JOB SITE SAFETY DURING THIS PHASE I —MSTC40 OF WORK&SHALL COMPLY WITH ALL APPLICABLE I I I I FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING BUT NOT LIMITED TO BUILDING CODES, OSHA REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS MATERIAL REMOVAL&DISPOSAL. I I pp I I a 00 O I c�D I I `j ( ( 0 M m THE CONTRACTOR SHALL INDEMNIFY&HOLD "v SIMPSON 1-1 1 I HARMLESS THE OWNER,THE ARCHITECT,AND MSTC40-\.. i 1 1 THEIR AGENTS&EMPLOYEES FROM AND AGAINST 1( I I 1 I ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES I I np ARISING OUT OF OR RESULTING FROM ANY OF THE F_ _ I I Il_�J o ITEMS LISTED ABOVE. ° a ( THE CONTRACTOR SHALL VERIFY ALL FIELD 1 I ( I I BRACED WALL LINE"F": 27'-0" TABLE R602.10.3(1) CONDITIONS AND NOTIFY THE ARCHITECT OF ANY BRACE[)WALL LINE"H": 27'-�0" TABLE R602.10.3(1) �• m � I I p I p REQUIRED CS-WSP: 6'-5" TABLE R602.10.3(1) REQUIRED CS-WSP: 6-5 TABLE R602.10.3(1) I CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE 8 FEET'WALL ADJUSTMENT 6'-5"x 0.9=5'-92" TABLE R602.10.3(2) ITEM#3 I I p I I _ 8 FEET WALL ADJUSTMENT 6'-5"x 0.9=5'-9�" TABLE R602.10.3(2) ITEM#3 o n: z RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. GYP. BOARD ADJUSTMENT'GB 5'-92"x 0.7=4'-1" TABLE R602.10.3(2) ITEM#7 I GYP. BOARD ADJUSTMENT GB 5'-92"x 0.7=4'-1" TABLE R602.10.3(2) ITEM#7 `� m THE ARCHITECT SHALL BE HELD HARMLESS BY ANY = I " AGENCY FOR ANY"ERRORS&OMISSIONS"ON CS-WSP REQUIRED: 4'-1" W L — I W CS-WSP REQUIRED: 4'-1" THESE DOCUMENTS. CS-WSP PROVIDED: 8'-0" I I I _ z 1 b CS-WSP PROVIDED: 208'-0" M _j THE CONTRACTOR IS SOLEY RESPONSIBLE FOR Q I I Q MINIMUM LENGTH OF BRACED MINIMUM LENGTH OF BRACED TABLE R602.10.3(1) � I � TABLE R602.10.3(1) "METHODS&MEANS"OF CONSTRUCTION. THE WALL PANELS FOR CS-WS>P: 24" <140 MPH TABLE R602.10.5 0 1 o WALL PANELS FOR CS-WSP: 24" <140 MPH TABLE R602.10.5 ARCHITECT IS NOT RESPONSIBLE FOR FIELD PROVIDED MIN. LENGTH OFF BRACED W I W PROVIDED MIN. LENGTH OF BRACED SUPERVISION. WALL PANEL FOR CS-WSP:: 48" - i I 1 WALL PANEL FOR CS-WSP: 34" m v I 1 m MINIMUM 8"EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED!'MIN. SHEATHING o 1 I o MINIMUM 8"EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED!'MIN. SHEATHING MIN. 8d NAILS 6"O.C.ALOING EDGES/12"O.0 FIELD AS PER TABLE R602.3(3)ITEM#30 N I I i N MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3) ITEM#30 INSTALL WALL CS-WSP WITH GB AS PER TABLE R602.10.4&WIND ADJUSTMENT 1 i 1 INSTALL WALL CS-WSP WITH GB AS PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR BASED ON TABLE R602.10.3(2) ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ON I I I FACTOR BASED ON TABLE R602.10.3(2) ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ON GARAGE FRONT WALLS SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES I GARAGE FRONT WALLS SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED I I I i n- INCLUDING TOP AND BOTTOM PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED ERED ARG 1 I I � m ��5 ��sTOPNF hi I < ��w Z 7k I I (p o 1 1 F 04684b yob m I I CS OF NEB OFFICIAL PLANS ARE DULY SIGNED AND r -I r SEALED AND BEAR RED-INK SIGNATURE LJ LJ Model Name: Viper Proposed New Home for: FIJ&RAMOUNT 5��1�.B.W.P. 5'-41"B W P. - 5'41 B.W.P. 5��1,.B W P. 2 9-5 2 7-4 2 9-5 2 47'-8"BRACED WALL LINE"E„ DEVELOPMENT GROUP OOLUMEN ARCHITECTURE BRACED WALL LINE"E": 47'-8" TABLE R602.10.3(1) REQUIRED CS-WSP: 10'-62"' TABLE R602.10.3(1) 2 Windemere Court, 8 FEET WALL ADJUSTMENT 10'-62'x 0.9=9'-6" TABLE R602.10.3(2)ITEM#3 P.O. Box 169, Speonk,NY 11972 GYP. BOARD ADJUSTMENT GB 9'-6"x 0.7=6'-8" TABLE R602.10.3(2) ITEM#7 Phone: 631-874-2925 Fax: 631-874-7377 CS-WSP REQUIRED: 6'-8" adam@delumenarchitecture.com CS-WSP PROVIDED: 21'-6" MINIMUM LENGTH OF BRACED TABLE R602.10.3(1)) # 1760 McCann Lane WALL PANELS FOR CS-WSP: 35" <140 MPH TABLE R602.10.5 Green port, New York 11944 PROVIDED MIN. LENGTH OF BRACED Town of Southold WALL PANEL FOR CS-WSP: 642" County of Suffolk MINIMUM 8"EXTERIOR SHEATHING AS PER TABLE R602.3(3) SPECIFIED z'MIN. SHEATHING MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3) ITEM#30 SCTM #: 1000-33-4-7 Zone: R-40 Non-Conforming INSTALL WALL CS-WSP WITH GB AS PER TABLE R602.10.4&WIND ADDJUSTMENT FACTOR BASED ON TABLE R602.10.3(2) ITEM#7 ADJUSTMENT FOR!GYPSUM BOARD ON Second Floor Braced GARAGE FRONT WALLS SHALL BE FASTENED AT 4"O.C.ALONG PAINEL EDGES INCLUDING TOP AND BOTTOM PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED Walls Calculations Date: February 20, 2026 Scale: As noted IA9 Project No: DA2601 I i SYMBOL LEGEND 47'-8"BRACED WALL LINE"A" 27'-0"BRACED WALL LINE"B" 1„ 1„ 1„ 1„ 5'-4- B.W.P. „ 5-4- B.W.P. „ 5-4- B.W.P. „ 5-4- B.W.P. 3'-0"B.W.P. 10'-4"B.W.P. 3'-82" 9'-12"B.W.P. �111 —�I =4 =I EARTH 2 9-5 2 74 2 9-5 2 POURED CONCRETE OR 8" CMU BLOCK EXISTING STUD WALL TO REMAIN EXISTING STUD WALL O Q O O O O O O QQ � O O O O TO BE REMOVED r---� NEW 2x 4 OR 2x 6 0 STUD WALL @ 16" O.C. Q Q Q Q Q Q Q Q Q Q Q Qe JOISTS JOISTS ABOVE HE E5 SECTION / DETAIL A5 A5 BUILDING SECTION MINIMUM 8"EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 2'MIN. SHEATHING MINIMUM e"EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED z'MIN. SHEATHING MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3) ITEM#30 MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3) ITEM#30 WINDOW INSTALL WALL CS-WSP WITH GB AS PER TABLE R602.10.4&WIND ADJUSTMENT INSTALL WALL CS-WSP WITH GB AS PER TABLE R602.10.4&WIND ADJUSTMENT — — — — — ELEMENTS ABOVE FACTOR BASED ON TABLE R602.10.3(2) ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ON FACTOR BASED ON TABLE R602.10.3(2) ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ON — — — — — GARAGE FRONT WALLS SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES GARAGE FRONT WALLS SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED INCLUDING TOP AND BOTTOM PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED — GIRDER / HEADER ABOVE BRACED WALL LINE "A" BRACED WALL LINE "B" POST DOWN SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" INTERCONNECTED COMBINATION SD SMOKE AND CARBONMONOXIDE 11-I CO DETECTORS AS PER R314 OF THE IRCNYS AND 915 OF THE IFCONYS 47'-8"BRACED WALL LINE"C" 31'-0"BRACED WALL LINE"D" 7'-31„ 41-0" X 2�� 4'-6" 4'-10" 5'-6" 9'-6_1„ 5,_2„ 10 2 J. B.W.P. 5'-0" B.W.P. 8'-0" B.W.P. 10'-6" B.W.P. 5'-3" B.W.P. 2 B.W.P. 5'-0" CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE OF WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING BUT NOT LIMITED TO BUILDING CODES, OSHA REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS MATERIAL REMOVAL&DISPOSAL. D Q Q Q Q Q Q Q Q Q THE CONTRACTOR SHALL INDEMNIFY&HOLD HARMLESS THE OWNER,THE ARCHITECT,AND THEIR AGENTS&EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROM ANY OF THE Q Q Q Q Q Q Q Q Q Q Q ITEMS LISTED ABOVE. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY Q Q Q Q Q Q CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON THESE DOCUMENTS. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR "EXTERIOR SHEATHING AS PER "METHODS&MEANS"OF CONSTRUCTION. THE MINIMUM$"EXTERIOR SHEATHING AS PER MINIMUM 8 TABLE R602.3(3)SPECIFIED 2'MIN. SHEATHING TABLE R602.3(3)SPECIFIED Z"MIN. SHEATHING ARCHITECT IS NOT RESPONSIBLE FOR FIELD MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 SUPERVISION. MIO. FIELD AS PER TABLE R602.3 (3) ITEM#30 MIO. FIELD AS PER TABLE R602.3(3) ITEM#30 INSTALL WALL CS-WSP WITH GB AS PER TABLE INSTALL WALL CS-WSP WITH GB AS PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR BASED R602.10.4&WIND ADJUSTMENT FACTOR BASED ON TABLE R602.10.3(2) ITEM#7 ADJUSTMENT FOR ON TABLE R602.10.3(2) ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ON GARAGE FRONT WALLS SHALL GYPSUM BOARD ON GARAGE FRONT WALLS SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES BE FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM PLATES AND ALL INCLUDING TOP AND BOTTOM PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED HORIZONTAL JOINTS MUST BE BLOCKED RED A f? y/ \C7 �gTOPNF BRACED WALL LINE "C" BRACED WALL LINE "D" �C� m SCALE: 1/4"=l'-0" SCALE: 1/4"=l'-0" �'� Q �� Z 04684E yO� �OF NEB 6" 6" EDGE 8d NAILS @ 6"O.C. EDGE 8d NAILS @ 6"O.C. OFFICIAL PLANS ARE DULY SIGNED AND AT ALL EDGES AT ALL EDGES SEALED AND BEAR RED-INK SIGNATURE - -- l 8d NAILS @ 12"O.C. Mode Name: Viper - 8d NAILS @ 12"O.C. - AT FIELD AT FIELD `° Proposed New Home for: D . i THICK SHEATHING z!"THICK SHEATHING L ,RAMOUNT G INSTALLED HORIZONTALLY INSTALLED HORIZONTALLY • � � � DEVELOPMENT GROUP 8d NAILS @ 6"O.C. 8d NAILS @ 6"O.C. AT ALL EDGES AT ALL EDGES D�LI1M�1� ARCHITF�CTIIR� 2x SOLID BLOCKING AT y 2 Windemere Court, coo ALL SHEATHING SEAMS P.O. Box 169, Speonk,NY 11972 Phone: 631-874-2925 �Q Fax: 631-874-7377 adam@delumenarchitecture.com # 1760 McCann Lane Greenport, New York, 11944 Town of Southold BRACED WALL PANEL NOTES: County of Suffolk HORIZONTAL SHEATHING FOR ALL CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANELS VERTICAL SHEATHING FOR (PLYWOOD OR O.S.B.)MIN.15/32 THICKNESS TO BE INSTALLED SCTM #: 1000-33-4-7 Zone: R-4o BRACED WALLS DETAIL HORIZONT LL 8d NA RTIC 40LLY WITH ALL.C.AT SHEATH SHEATH EDGING SEDGES BRACED WALLS DETAIL Non-Conforming BLOCKEDSCALE: 1/2"=V-0" (INCLUDING OPENINGS)AND 12"O.C.AT SHEATHING FIELD. SCALE: 1/2"=l'-O" First Floor Braced ALL SHEATHING TO BE ATTACHED FROM TOP OF TOP PLATES TO BOTTOM OF SILL PLATES.ALL WALLS ARE TO BE TEMPORARILY Walls Diagrams BRACED UNTIL ALL WALL AND ROOF SHEATHING IS INSTALLED AND NAILED AS PER ABOVE. Date: February 20, 2026 Scale: As noted A10 Project No: DA2601 1 47-8 „BRACED WALL LINE E„ 27'-0 „BRACED WALL LINE F', SYMBOL LEGEND 56-41"B.W.P. 5-41"B.W.P. V-41"B.W.P. 5'-41"B.W.P. 13'-7" T-10" T-T' rill _ _01 2 9-5 2 7-4 2 9-5 2 B.W.P. 3'-0" B.W.P. 4'-0" B.W.P. I l lI I (1 �� EARTH 10 POURED CONCRETE OR 8" CMU BLOCK EXISTING STUD WALL TO REMAIN [____ EXISTING STUD WALL Q Q Q Q Q Q Q Q O O Q Q TO BE REMOVED NEW 2x 4 OR 2x 6 STUD WALL @ 16" O.C. Q Q Q Q Q p Q Q O Q Q0 JOISTS JOISTS ABOVE 5 It, A5 SECTION / DETAIL S-1 BUILDING SECTION AS MINIMUM$"EXTERIOR SHEATHING AS PER MINIMUM 8"EXTERIOR SHEATHING AS PER WINDOW TABLE R602.3(3)SPECIFIED z'MIN. SHEATHING TABLE R602.3(3)SPECIFIED 2'MIN. SHEATHING MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 MIO. FIELD AS PER TABLE R602.3(3) ITEM#30 MIO. FIELD AS PER TABLE R602.3(3)ITEM#30 — _ _ _ = ELEMENTS ABOVE INSTALL WALL CS-WSP WITH GB AS PER TABLE INSTALL WALL CS-WSP WITH GB AS PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR BASED R602.10.4&WIND ADJUSTMENT FACTOR BASED — GIRDER / HEADER ABOVE ON TABLE R602.10.3(2) ITEM#7 ADJUSTMENT FOR ON TABLE R602.10.3(2)ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ON GARAGE FRONT WALLS SHALL GYPSUM BOARD ON GARAGE FRONT WALLS SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES BE FASTENED AT 4"O.C.ALONG PANEL EDGES POST DOWN INCLUDING TOP AND BOTTOM PLATES AND ALL INCLUDING TOP AND BOTTOM PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED HORIZONTAL JOINTS MUST BE BLOCKED INTERCONNECTED COMBINATION SMOKE AND BRACED WALL LINE "Ell BRACED BRACED WALL LINE y'co DETECTORS AS PER 3104OFT E SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" IRCNYS AND 915 OF THE IFCONYS 47'-8"BRACED WALL LINE"J" 27'-0"BRACED WALL LINE"K" CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR 1, 2'-62" 5'-11" 2'-6" 2'-6" 4'-3" 6'-7" 4'-0" 4'-0" MAINTAINING JOB SITE SAFETY DURING THIS PHASE 5-102, B.W.P. T-6" B.W.P. B.W.P. 7'-0" B.W.P. B.W.P. 7'-0" B.W.P. 4'-8" B.W.P. 14'-4" B.W.P. OF WORK&SHALL COMPLY WITH ALL APPLICABLE X. FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING BUT NOT LIMITED TO BUILDING CODES, OSHA REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS MATERIAL REMOVAL&DISPOSAL. THE CONTRACTOR SHALL INDEMNIFY&HOLD HARMLESS THE OWNER,THE ARCHITECT,AND THEIR AGENTS&EMPLOYEES FROM AND AGAINST ALL Q Q Q Q Q Q Q CLAIMS, OU OF ORRESOSSES LTIING FROM ANY SS L I ARISING U O OF THE -- ITEMS LISTED ABOVE. LAITHE CONTRACTOR SHALL VERIFY ALL FIELD LAQ Q Q Q Q Q Q Q CONDITIONS AND NOTIFY THE ARCHITECT OF ANY Q CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON THESE DOCUMENTS. SIMPSON SIMPSON MSTC40 MSTC40 THE CONTRACTOR IS SOLEY RESPONSIBLE FOR "METHODS&MEANS"OF CONSTRUCTION. THE ARCHITECT IS NOT RESPONSIBLE FOR FIELD SUPERVISION. MINIMUM s" EXTERIOR SHEATHING AS PER MINIMUM 8'EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 2'MIN. SHEATHING TABLE R602.3(3) SPECIFIED 2'MIN. SHEATHING MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 MIO. FIELD AS PER TABLE R602.3(3)ITEM#30 MIO. FIELD AS PER TABLE R602.3(3) ITEM#30 INSTALL WALL CS-WSP WITH GB AS PER TABLE INSTALL WALL CS-WSP WITH GB AS PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR BASED R602.10.4&WIND ADJUSTMENT FACTOR BASED ON TABLE R602.10.3(2) ITEM#7 ADJUSTMENT FOR ON TABLE R602.10.3(2) ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ON GARAGE FRONT WALLS SHALL GYPSUM BOARD ON GARAGE FRONT WALLS SHALL ��RED AR BE FASTENED AT 4"O.C.ALONG PANEL EDGES BE FASTENED AT 4"O.C.ALONG PANEL EDGES \5 \gTOPHF INCLUDING TOP AND BOTTOM PLATES AND ALL INCLUDING TOP AND BOTTOM PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED HORIZONTAL JOINTS MUST BE BLOCKED �� �► BRACED WALL LINE "J" BRACED WALL LINE "K" * Q _�" z SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" CS OF NEB 6" 6" EDGE 8d NAILS @ 6"O.C. EDGE 8d NAILS @ 6"O.C. OFFICIAL PLANS ARE DULY SIGNED AND AT ALL EDGES AT ALL EDGES SEALED AND BEAR RED-INK SIGNATURE � A 8d NAILS @ 12"O.C. Model Name: Viper 8d NAILS @ 12"O.C. - AT FIELD AT FIELD Proposed New Home for: D z THICK SHEATHING 2 THICK SHEATHING RAMOUNT INSTALLED HORIZONTALLY INSTALLED HORIZONTALLY DEVELOPMENT GROUP 8d NAILS @ 6"O.C. 8d NAILS @ 6"O.C. AT ALL EDGES AT ALL EDGES OOLUMEN ANHITECTURE. 2x SOLID BLOCKING AT Y 2 Windemere Court, ALL SHEATHING SEAMS .I I P.O. Box 169, Speonk,NY 11972 Phone: 631-874-2925 Fax: 631-874-7377 (� adam@delumenarchitecture.com �l # 1760 McCann Lane Greenport, New York, 11944 Town of Southold BRACED WALL PANEL NOTES: County of Suffolk HORIZONTAL SHEATHING FOR (ALL PLYWOOD CONTINUOUSLY OUSLYOR .SHEATHED H32DWOOD STRUCTURAL RUCTUNESS TO ALPANLLS VERTICAL SHEATHING FOR Zone: R-40 SCTM #: 1000-33-4-7 iNon-Conforming BRACED WALLS DETAIL HORIZONTALLY BLOCKED. USE dNAOR i RTICALLY S-6"O.C.ATSHEATHNGEDG S WITH ALL SHEATHING EDGES BRACED WALLS DETAIL SCALE: 1/2"=V-0" (INCLUDING OPENINGS)AND 12"O.C.AT SHEATHING FIELD. SCALE: 1/2"=1'-O" Second Floor Braced ALL SHEATHING TO BE ATTACHED FROM TOP OF TOP PLATES TO BOTTOM OF SILL PLATES.ALL WALLS ARE TO BE TEMPORARILY Walls Diagrams BRACED UNTIL ALL WALL AND ROOF SHEATHING IS INSTALLED AND NAILED AS PER ABOVE. Date: February 20, 2026 Scale: As noted All Project No: DA2601 FASTENING SCHEIDULE- TABLE R602.3(1)-ABBR. TABLE R802.11-ABBREVIATED TABLE R802.5.2(1) SYMBOL LEGEND NUMBER AND TYPE RAFTER OR TRUSS UPLIFT CONNECTION FORCES RAFTER / CEILING JOIST WALL BRACING: BUILDINGS SHALL BE BRACED IN - - --- - ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERS a,b,c SPACING AND LOCATION FROM WIND(POUNDS PER CONNECTION)a,b,c,d,e,f,g,h CEILING JOISTS HEEL JOINT CONNECTIONS a,b,c,d,e,f,h ACCORDANCE WITH IRC SECTION R602.10, OR WHEN I I I=I I I-III=I EARTH APPLICABLE,SECTION R602.12. OR SECTION R602.10.4.2 I-I I=I 1 r=I� ROOF FRAMING EXPOSURE C RAFTERS RAFTER RAFTER GROUND SNOW LOAD:20 PSF CONTINUOUS SHEATHING METHODS. SEE BRACED WALL SLOPE SPACING T_�" :: '=:' =s . POURED CONCRETE 1 BLOCKING BETWEEN CEILING JOISTS 4-8d BOX(2-1/2"x 0.133")OR EACH RAFTER,TOENAIL (MPH)Vult ULTIMTE DESIGN WIND SPEED CALCULATIONS AND DIAGRAMS ATTACHED TO THIS SET OF :::,: •,,:w......,;.�..� DOUBLE TOP ROOF SPAN DRAWINGS. '``' ' r '' OR 8" CMU BLOCK OR RAFTERS TO TOP PLATE 3-8d COMMON RAFTER ROOF 140(MPH) 12'-0"TO 28'-0"ROOF SPAN 12FT 20FT 28FT 36FT ��`s'' ��` PLATE 2 CEILING JOISTS TO TOP F'LATE 4-8d BOX(2-1/2")OR EACH JOIST,TOE NAIL OR TRUSS SPAN ROOF PITCH NUMBER OF COMMON NAILS A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO SPACING (FEET) EXISTING STUD WALL 3:12 16"O.C. 5 8 10 13 TRANSMIT THE APPLICABLE UPLIFT FORCES IN -, TO REMAIN 3-8d C <5: 2 z :12 4:12 16"O.C. 4 6 8 10 SECTION R802.11.2 FROM THE ROOF ASSEMBLY TO THE 12 263 247 3 5 6 8 O.C.3 CEILING JOISTS NOT ATTACHED TO 4-10d BOX(3")OR FACE NAIL 18 342 322 5:12 16" = �FOUNDATION. EXISTING STUD WALL C = = PARALLEL RAFTER, LAPS OVER PARTITION 3-16d COMMON (3Z 7:12 16"O.C. 3 4 5 6 ") 24 422 396 9:12 16"O.C. 3 4 4 5 TO BE REMOVED (SEE SECTION R802.5.2 A14D TABLE R802.5.2) 4-3"x 0.131"NAILS 16"O.C. 28 476 446 12:12 16"O.C. 3 32 529 496 24"MAX. 24"MAX. 3 4 4 R802.11 UPLIFT RESISTANCE. NEW 2x 4 OR 2x 6 4 CEILING JOISTS ATTACHE:D TO TABLE R802.5.2(1) FACE NAIL 36 583 547 O.H. I I O.H. a. 10d common(3"❑ x 0.148"❑)nails shall be permitted to be substitu ed ROOF ASSEMBLIES SHALL HAVE UPLIFT RESISTANCE IN r_ 1 PARALLEL RAFTER-HEEL JOINT 42 664 622 WALL STUD for 16d common(31/2"❑ x 0.162"❑)nails where the required number of n lils ACCORDANCE WITH SECTIONS R802.11.1 AND R802.11.2. STUD WALL @ 16„ O.C. is taken as 1.2 times the (SEE SECTION R802.5.2 AIVD TABLE R802.5.2('1)) 48 745 697 WHERE THE UPLIFT FORCE DOES NOT EXCEED 200 POUNDS JOISTS USE SIMPSON H2A SEISMIC&HURRICANE required number of 16d common nails,rounded up to the next full nail. (90.8 KG), RAFTERS AND TRUSSES SPACED NOT MORE THAN � � JOISTS ABOVE TIES AT EACH RAFTER TO STUD CONNECTION b. Heel joint connections are not required where the ridge is FACE NAIL TO EACH RAFTER a. THE UPLIFT CONNECTION FORCES ARE BASED ON A 24 INCHES(610 MM)ON CENTER SHALL BE PERMITTED TO BE 5 COLLAR TIES OR 14'x 20 GA. RIDGE STRAPS 4-10d BOX(3")OR 18 GAGE- 12 8dx11 i"NAILS IN EACH TIE. supported by aload-bearing wall,header or ridge beam. 3-10d COMMON (T) MAXIMUM 33-FOOT MEAN ROOF HEIGHT AND WIND EXPOSURE ( ) 2 C. Where intermediate support of the rafter is provided by vertical ATTACHED TO THEIR SUPPORTING WALL ASSEMBLIES IN CATEGORY B OR C.FOR EXPOSURE D,THE UPLIFT (UPLIFT: DOUG FIFA=575, HEM FIR=495) ACCORDANCE WITH TABLE R602.3 5 struts or puri 1ins to aload-bearing wall,the tabulated heel joint connection ( )• A5 SECTION / DETAIL 2 TOE NAILS ON ONE SIDE& CONNECTION FORCE SHALL BE requirements shall be permitted WHERE THE BASIC WIND SPEED DOES NOT EXCEED 115 MPH, 3-10d COMMON � 6 RAFTERS TO TOP PLATE OR 4-10d BOX 1 TOE NAIL ON OPPOSITE SIDE SELECTED FROM THE EXPOSURE C PORTION OF THE TABLE to be reduced proportionally to the reduction in span. THE WIND EXPOSURE CATEGORY IS B,THE ROOF PITCH IS USING THE NEXT HIGHEST TABULATED ULTIMATE DESIGN d. Equivalent nailing patterns are required for ceiling joist to ceiling S-1 OF EACH RAFTER OR TRUSS q 9 P q 9 j 9 5:12 OR GREATER,AND THE ROOF SPAN IS 32 FEET(9754 MM) WIND SPEED.THE ADJUSTMENT COEFFICIENTS IN TABLE joist la slices. A5 BUILDING SECTION 4-16d OR R301.2.1 2 SHALL NOT BE RAFTERS P P OR LESS, RAFTERS AND TRUSSES SPACED NOT MORE THAN ( ) e. Applies to roof live load of 20 psf or less. 7 ROOF RAFTERS TO 3-10d COMMON TOE NAIL USED TO MULTIPLY THE TABULATED FORCES FOR 24 INCHES(610 MM)ON CENTER SHALL BE PERMITTED TO BE DOUBLE TOP f. Tabulated heel joint connection requirements assume that ceiling RIDGE,VALLEY OR HIP EXPOSURES C AND D OR FOR OTHER MEAN ROOF HEIGHTS. joists or rafter ties are located at the bottom of the attic space.Where ATTACHED TO THEIR SUPPORTING WALL ASSEMBLIES IN WINDOW 3-16d BOX OR b. THE UPLIFT CONNECTION FORCES INCLUDE AN PLATE ceiling joists or rafter ties are located ACCORDANCE WITH TABLE R602.3(1). 2-16d COMMON END NAIL ALLOWANCE FOR ROOF AND CEILING ASSEMBLY DEAD LOAD higher in the attic,heel joint connection requirements shall be increased OF 15 PSF. 28'-0"TO 48'-0"ROOF SPAN by the adjustment factors in Table 802.5.2(2). R802.11.1 TRUSS UPLIFT RESISTANCE. WALL FRAMING C. THE TABULATED UPLIFT CONNECTION FORCES ARE 01 g. Tabulated requirements are based on 10 psf roof dead load in TRUSSES SHALL BE ATTACHED TO SUPPORTING WALL - - - - - ELEMENTS ABOVE LIMITED TO A MAXIMUM ROOF OVERHANG OF 24 INCHES. combination with the specified roof snow load and roof live load. ASSEMBLIES BY CONNECTIONS CAPABLE OF RESISTING 8 STUD TO STUD(NOT AT BRACED WALL PANELS 16d COMMON(3-1/2"x0.162") 24"O.C. FACE NAIL d. THE TABULATED UPLIFT CONNECTION FORCES SHALL I�� - HC/HR Heel Joint Connection BE PERMITTED TO BE MULTIPLIED BY 0.75 FOR CONNECTIONS . ' i Adjustment Factor UPLIFT FORCES AS SPECIFIED ON THE TRUSS DESIGN - GIRDER / HEADER ABOVE NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. � ' DRAWINGS FOR THE ULTIMATE DESIGN WIND SPEED AS STUD TO STUD AND ABUTTING STUDS AT 16d BOX(3-1/2 x0.162 ) 16 O.C. FACE NAIL e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND ti» 1/3 1.5 DETERMINED BY FIGURE R301.2 2 AND LISTED IN TABLE 9 INTERSECTING WALL CORNERS(AT BRACED) GREATER PITCH,THE TABULATED UPLIFT CONNECTION ? 1/4 1.33 ( ) R301.2 OR AS SHOWN ON THE CONSTRUCTION DOCUMENTS. WALL PANELS) FORCES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. 1/5 1.25 ® POST DOWN THIS REDUCTION SHALL NOT BE 24"MAX. 24"MAX. 1/6 1.20 UPLIFT FORCES SHALL BE PERMITTED TO BE DETERMINED AS 10 BUILT UP HEADER 16d COMMON(3-1/2"x0.162") 16"O.C. FACE NAIL ALONG EDGES COMBINED WITH ANY OTHER REDUCTION IN TABULATED O.H. O.H. 1/10 or less 1.11 SPECIFIED BY TABLE R802.11, IF APPLICABLE, OR AS DETERMINED BY ACCEPTED ENGINEERING PRACTICE. INTERCONNECTED COMBINATION FORCES. WALL STUD r X%�SD SMOKE AND CARBONMONOXIDE f. FOR WALL-TO-WALL AND WALL-TO-FOUNDATION Where: ,-"CO 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-1/2"x0.113")OR TOE NAIL CONNECTIONS,THE UPLIFT CONNECTION FORCE SHALL BE DETECTORS AS PER R313 OF IRCNYS 4-8d COMMON USE SIMPSON H10)S SEISMIC&HURRICANE a.HC=Height of ceiling joists or rafter ties measured vertically from the R802.11.2 RAFTER UPLIFT RESISTANCE. PERMITTED TO BE REDUCED BY 60 POUNDS PER LINEAR TIES AT EACH RAFTER TO STUD CONNECTION top of the rafter support walls to the bottom of the ceiling joists or rafter INDIVIDUAL RAFTERS SHALL BE ATTACHED TO SUPPORTING FOOT FOR EACH FULL WALL ABOVE. ties;HR=Height of roof ridge WALL ASSEMBLIES BY CONNECTIONS CAPABLE OF 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x0.162") 16"O.C. FACE NAIL g. LINEAR INTERPOLATION BETWEEN TABULATED ROOF 18 GAGE-(24) 8dx112"NAILS IN EACH TIE. measured vertically from the top of the rafter support walls to the bottom RESISTING UPLIFT FORCES AS DETERMINED BY TABLE R802.11 SPANS AND V41ND SPEEDS SHALL BE PERMITTED. (UPLIFT: DOUG FIR= 1,010, HEM FIR=870) of the roof ridge. 13 DOUBLE TOP PLATE SPLICE 8- 16d COMMON OR FACE NAIL ON EACH SIDE OF END JOIST(MIN H.THE TABULATED FORCES FOR A 12-INCH ON-CENTER b.Where HC/HR exceeds 113,connections shall be designed in OR AS DETERMINED BY ACCEPTED ENGINEERING PRACTICE. 12-16d BOX 24"LAP SPLICE LENGTH EA.SIDE OF END JOINT) SPACING SHALL BE PERMITTED TO BE USED TO DETERMINE accordance with accepted engineering practice. CONNECTIONS FOR BEAMS USED IN A ROOF SYSTEM SHALL THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. BE DESIGNED IN ACCORDANCE WITH ACCEPTED 14 BOTTOM PLATE TO JOIST, RIM JOIST, BAND 16d COMMON(3-1/2")OR 16"O.C. FACE NAIL ENGINEERING PRACTICE. JOIST OR BLOCKING (AT 13RACED WALL PANELS) 16d BOX(3-1/2") 12"O.C. FACE NAIL 15 TOP OR BOTTOM PLATE 1-0 STUD 3-16d BOX END NAIL 2-16d COMMON R403.1.6 FOUNDATION ANCHORAGE. R403.1.6.1 FOUNDATION ANCHORAGE IN R602.10.8 BRACED WALL PANEL CONNECTIONS. CONTINUOUS RIM 16 TOP PLATES, LAPS AT CORNERS 3-16d BOX FACE NAIL WOOD SILL PLATES AND WOOD WALLS SUPPORTED DIRECTLY SEISMIC DESIGN CATEGORIES C Do, D1 AND D2. BRACED WALL PANELS SHALL BE CONNECTED TO FLOOR FRAMING OR OR BAND JOIST FULL HEIGHT BLOCKING CONTINUOUS AND INTERSECTIONS 2-16d COMMON ON CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO IN ADDITION TO THE REQUIREMENTS OF SECTION R403.1.6, FOUNDATIONS AS FOLLOWS: ALONG LENGTH OF BRACED WALL PANEL THE FOUNDATION IN ACCORDANCE WITH THIS SECTION. CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR THE FOLLOWING REQUIREMENTS SHALL APPLY TO WOOD MAINTAINING JOB SITE SAFETY DURING THIS PHASE 17 1"BRACE TO EACH STUD AND PLATE 3-16d BOX FACE NAIL LIGHT-FRAME STRUCTURES IN SEISMIC DESIGN CATEGORIES 1.VVHERE JOISTS ARE PERPENDICULAR TO A BRACED WALL PANEL PERPENDICULAR FRAMING OF WORK&SHALL COMPLY WITH ALL APPLICABLE 2-16d COMMON COLD-FORMED STEEL FRAMING SHALL BE ANCHORED LIGHT-FRAME T AND E AND WOOD LIGHT-FRAME [SIGN AT ES IN ABOVE OR BELOW,A RIM JOIST, BAND JOIST OR BLOCKING SHALL BE DIRECTLY TO THE FOUNDATION OR FASTENED TO WOOD SILL PROVIDED ALONG THE ENTIRE LENGTH OF THE BRACED WALL PANEL IN FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING SEISMIC DESIGN CATEGORY C. ACCORDANCE WITH FIGURE R602.10.8(1). FASTENING OF TOP AND 8d @ T O.C.ALONG 8d @ 6"O.C.ALONG BUT NOT LIMITED TO BUILDING CODES, OSHA FLOOR FRAMING PLATES IN ACCORDANCE WITH SECTION R505.3.1 OR R603.3.1, AS APPLICABLE.WOOD SILL PLATES SUPPORTING 1. PLATE WASHERS CONFORMING TO SECTION R602.11.1 BOTTOM WALL PLATES TO FRAMING, RIM JOIST, BAND JOIST OR BRACED WALL PANEL BRACED WALL PANEL REGULATIONS. LIFE SAFETY CODES, &HAZARDOUSMATERIAL REMOVAL&DISPOSAL. 21 JOIST TO SILL,TOP PLATE OR GIRDER-PER JOIST 4-8d BOX, 3-8d COMMON PER JOIST-TOE NAIL COLD-FORMED STEEL FRAMING SHALL BE ANCHORED TO THE SHALL BE PROVIDED FOR ALL ANCHOR[BOLTS OVER BLOCKING SHALL BE IN ACCORDANCE WITH TABLE R602.3(1). FOUNDATION IN ACCORDANCE WITH THIS SECTION. THE FULL LENGTH OF REQUIRED BRACED WALL LINES BRACED WALL PANEL BRACED WALL PANEL THE CONTRACTOR SHALL INDEMNIFY&HOLD 22 RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR 8d COMMON, 10d BOX 6"O.C.TOE NAIL EXCEPT WHERE APPROVED ANCHOR STRAPS ARE 2.WHERE JOISTS ARE PARALLEL TO A BRACED WALL PANEL ABOVE OR TOP PLATE(ROOF APPLICATIONS ALSO) WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON USED. PROPERLY SIZED CUT WASHERS SHALL BE BELOW,A RIM JOIST, END JOIST OR OTHER PARALLEL FRAMING MEMBER HARMLESS THE OWNER,THE ARCHITECT,AND MONOLITHIC SLABS,WOOD SOLE PLATES OF BRACED WALL PERMITTED FOR ANCHOR BOLTS IN WALL LINES NOT SHALL BE PROVIDED DIRECTLY ABOVE AND BELOW THE BRACED WALL THEIR AGENTS&EMPLOYEES FROM AND AGAINST 23 BLOCKING TO JOIST 2-10d BOX, 2-8d COMMON EACH END PANELS HI BUILDING INTERIORS ON MONOLITHIC SLABS AND PANEL IN ACCORDANCE WITH FIGURE R602.10.8(2).WHERE A PARALLEL 3-16d @ 16"O.C.ALONG 3- 16d @ 16"O.C.ALONG ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES CONTAINING BRACED WALL PANELS. BRACED WALL PANEL BRACED WALL PANEL ARISING OUT OF OR RESULTING FROM ANY OF THE ALL WOOD SILL PLATES SHALL BE ANCHORED TO THE FRAMING MEMBER CANNOT BE LOCATED DIRECTLY ABOVE AND BELOW ITEMS LISTED ABOVE. 24 BLOCKING TO SILL OR TOP PLATE 4-16d BOX, 3-16d COMMON TOE NAIL FOUNDATION WITH MINIMUM 1/2-INCH-DIAMETER(12.7 MM) 2. INTERIOR BRACED WALL PLATES SHAILL HAVE THE PANEL, FULL-DEPTH BLOCKING AT 16-INCH (406 MM)SPACING SHALL ANCHOR BOLTS SPACED NOT GREATER THAN 6 FEET(1829 ANCHOR BOLTS SPACED AT NOT MORE'THAN 6 FEET BE PROVIDED BETWEEN THE PARALLEL FRAMING MEMBERS TO EACH Nk PERPENDICULAR FRAMING 25 2"PLANKS(PLANK AND BEAM FLOOR AND ROOF) 3-16d COMMON,4-10d BOX AT EACH BEARING-FACE NAIL MM)ON CENTER OR APPROVED ANCHORS OR ANCHOR SIDE OF THE BRACED WALL PANEL IN ACCORDANCE WITH FIGURE THE CONTRACTOR SHALL VERIFY ALL FIELD (1829 MM) ON CENTER AND LOCATED WIITHIN 12 INCHES CONTINUOUS RIM FULL HEIGHT BLOCKING CONTINUOUS CONDITIONS AND NOTIFY THE ARCHITECT OF ANY STRAPS SPACED AS REQUIRED TO PROVIDE EQUIVALENT (305 MM)OF THE ENDS OF EACH PLATE;SECTION WHEN R602.10.8(2). FASTENING OF BLOCKING AND WALL PLATES SHALL BE IN OR BAND JOIST ALONG LENGTH OF BRACED WALL PANEL CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE 26 BAND OR RIM JOIST TO JOIST 4-10d BOX, 3' 16d COMMON PER JOIST ANCHORAGE TO 1/2-INCH-DIAMETER(12.7 MM)ANCHOR SUPPORTED ON A CONTINUOUS FOUNDAATION. ACCORDANCE WITH TABLE R602.3(1)AND FIGURE R602.10.8(2). RESPONSIBLE FOR FIELD MEASUREMENTS AS AND BOLTS. BOLTS SHALL EXTEND NOT LESS THAN 7 INCHES (178 FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION 27 BUILT UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL TO TOP AND BOTTOM MM) INTO CONCRETE OR GROUTED CELLS OF CONCRETE 3. INTERIOR BEARING WALL SOLE PLATES SHALL HAVE 3. CONNECTIONS OF BRACED WALL PANELS 0 CONCRETE OR MASONRY WHEN PERPENDICULAR TO FLOOR / CEILING FRAMING THE ARCHITECT SHALL BE HELD HARMLESS BY ANY STAGGERED ON OPPOSITE SIDES MASONRY UNITS.THE BOLTS SHALL BE LOCATED IN THE ANCHOR BOLTS SPACED AT NOT MORE'THAN 6 FEET SHALL BE IN ACCORDANCE WITH SECTION R403.1.6. AGENCY FOR ANY"ERRORS&OMISSIONS"ON MIDDLE THIRD OF THE WIDTH OF THE PLATE.A NUT AND (1829 MM)ON CENTER AND LOCATED WITHIN 12 INCHES THESE DOCUMENTS. 28 LEDGER STRIP SUPPORTING 4-16d BOX, 3-16d COMMON EACH JOIST OR RAFTER, FACE NAIL WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. (305 MM) OF THE ENDS OF EACH PLATE;SECTION WHEN JOISTS OR RAFTERS THERE SHALL BE NOT FEWER THAN TWO BOLTS PER PLATE SUPPORTED ON A CONTINUOUS FOUNDIATION. CONTINUOUS RIM CONTINUOUS RIM FULL HEIGHT BLOCKING THE CONTRACTOR IS SOLEY RESPONSIBLE FOR SECTION WITH ONE BOLT LOCATED NOT MORE OR BAND JOIST OR BAND JOIST @ 16"O.C.ALONG "METHODS&MEANS"OF CONSTRUCTION. THE 29 BRIDGING OR BLOCKING'TO JOIST 2-10d BOX EACH END,TOE NAIL THAN 12 INCHES (305 MM)OR LESS THAN SEVEN BOLT 4.THE MAXIMUM ANCHOR BOLT SPACINGSHALL BE 4 BRACED WALL PANEL ARCHITECT IS NOT RESPONSIBLE FOR FIELD DIAMETERS FROM EACH END OF THE PLATE SECTION. FEET(1219 MM)FOR BUILDINGS OVER-TWO STORIES IN SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL SHEATHING TO FRAMING INTERIOR BEARING WALL SOLE PLATES ON MONOLITHIC SLAB HEIGHT. TOE NAIL 3-8d NAILS SUPERVISION. DESCRIPTION OF NUMBER AND TYPE SPACING OF FASTENERS ROOF SHEATHING GABLE FOUNDATION THAT ARE NOT PART OF A BRACED WALL PANEL 8d @ 6"O.C.ALONG 8d @ 6"O.C.ALONG AT EACH BLOCKING BUILDING ELEMENTS OF FASTENERS PANEL EDGES INTERMEDIATE END WALL FRAMING SHALL BE POSITIVELY ANCHORED WITH APPROVED 5. STEPPED CRIPPLE WALLS SHALL CONFORM TO BRACED WALL PANEL BRACED WALL PANEL MEMBER SUPPORTS FASTENERS. SILL PLATES AND SOLE PLATES SHALL BE SECTION R602.11.2. BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL 30 3/8"TO 1/2" 6d COMMON (SUBFLOOR, 6" 12"F 611 PROTECTED AGAINST DECAY AND TERMITES WHERE "FALL) REQUIRED BY SECTIONS R304 AND R305.ANCHOR BOLTS 6.WHERE CONTINUOUS WOOD FOUNDNTIONS IN SHALL BE PERMITTED TO BE LOCATED WHILE CONCRETE IS ACCORDANCE WITH SECTION R404.2 ARIE USED,THE 3-8d NAILS AT EACH 8ci COMMON(ROOF) STILL PLASTIC AND BEFORE IT HAS SET.WHERE ANCHOR 3-16d @ 16"O.C.ALONG 3-16d @ 16"O.C.ALONG BLOCKING MEMBER ,��RED AR FORCE TRANSFER SHALL HAVE A CAPAC:.ITY EQUAL TO y BOLTS RESIST PLACEMENT OR THE CONSOLIDATION BRACED WALL PANEL BRACED WALL PANEL �5 ��scoPHE 31 19/32"TO 1" W COMMON 6" 12"F 6" OR GREATER THAN THE CONNECTIONS IREQUIRED BY p �` OF CONCRETE AROUND ANCHOR BOLTS IS IMPEDED,THE SECTION R602.11.1 OR THE BRACED WALLL PANEL SHALL �� ��G IA A. ULTIMATE WIND SPEED:140 MPH.NAILS FOR ATTACHING ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6"O.0 CONCRETE SHALL BE VIBRATED TO ENSURE FULL CONTACT BE CONNECTED TO THE WOOD FOUNDKTIONS IN FOR A MINIMUM 48"DISTANCE FROM THE RIDGES, EAVES AND GABLE END WALLS;AND 4"ON CENTER TO GABLE END WALL FRAMING BETWEEN THE ANCHOR BOLTS AND CONCRETE. ACCORDANCE WITH THE BRACED WALL PCONTINUOUS RIM ADDITIONAL FRAMING 2-16d NAILS Z EXTERIOR WALL WOOD STRUCTURAL PANELS TO RESIST WIND PRESSURES EXCEPTIONS: PANEL-TO-FLOOR FASTENING OR BAND JOIST MEMBER DIRECTLY BELOW EACH SIDE REQUIREMENTS REQUIREMENTS OF TABLE R602.3(1). BRACED WALL PANEL MINIMUM NAIL MINIMUM VNOOD WOOD WALL NAIL SPACING 1. WALLS 24 INCHES(610 MM)TOTAL LENGTH OR FULL HEIGHT BLOCKING 04684a O NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL STUD SHORTER CONNECTING OFFSET BRACED WALL PANELS FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION @ 16"O.C.ALONG OF NE�Iy PANEL SPAN I RATING PANEL THICKNESS SPACING EDGES FIELD SHALL BE ANCHORED TO THE FOUNDATION WITH NOT FEWER WHEN PARALLEL TO FLOOR/CEILING FRAMING BRACED WALL PANEL THAN ONE ANCHOR BOLT LOCATED IN THE CENTER THIRD OF 8d COMMON NAIL 1.75 INCH 24/16i 1/2" 16"O.C. 6" 12" THE PLATE SECTION AND SHALL BE ATTACHED TO (2-1/2"x 0.131") ADJACENT BRACED WALL PANELS AT CORNERS AS SHOWN IN ITEM 9 OF TABLE R602.3(1). INTERIOR GYPSUM WALL BOARD BELOW,WOOD STRUCTURAL PANEL 2. CONNECTION OF WALLS 12 INCHES(305 MM)TOTAL R602.10.8.2 CONNECTIONS TO ROOF GYPSUM BOARD APPLICATION GYPSUM BOARD FRAMING SPACING OF FASTENERS SIZE OF NAILS TO SHEATHING EXTENDING ABOVE THE TOP LENGTH OR SHORTER CONNECTING OFFSET BRACED WALL 5/8"DIA.x 12"LONG ANCHOR FRAMING. PLATE AS SHOWN IN FURE R602.10.8.2(3) OFFICIAL PLANS ARE DULY SIGNED AND IG THICKNESS ORIENTATION MEMBERS WOOD FRAMING PANELS TO THE FOUNDATION WITHOUT ANCHOR BOLTS BOLTS @ 4'-0"O.C. MAX.AS PER TOP PLATES OF EXTERIOR BRACED WALL PANELS SHALL SHALL BE PERMITTED IG BE FASTENED TO SEALED AND BEAR RED-INK SIGNATURE TO FRAMING SPACING NAILS SCREWS SHALL BE PERMITTED.THE WALL SHALL BE ATTACHED TO SECTION R403.1.6.1 BE ATTACHED TO RAFTERS OR ROOF TRUSSES ABOVE IN EACH TRUSS WEB WITH THREE-8D NAILS 1/2" CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS ADJACENT BRACED WALL PANELS AT CORNERS AS ACCORDANCE WITH TABLE R602.3(1)AND THIS SECTION. (21/2 INCHES x 0.131 INCH)AND BLOCKING WALL EITHER DIRECTION 16"O.C. 8" 16" SHOWN IN ITEM 9 OF TABLE R602.3(1). 3"x 3"x 3ga BEARING PLATE WHERE REQUIRED BY THIS SECTION, BLOCKING BETWEEN BETWEEN THE TRUSSES SHALL NOT BE REQUIRED. OOLUMEN ARCHITECTURE MIN. CLEARANCE 11 (SIMPSON BPS5/8-3) RAFTERS OR ROOF TRUSSES SHALL BE ATTACHED TO 5/8" CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS TOP PLATES OF BRACED WALL PANELS AND TO RAFTERS 2. FOR SEISMIC DESIGN CATEGORIES DO, D1 AND D2, WHERE SOLID BLOCKING BETWEEN WALL EITHER DIRECTION 16"O.C. 8 16 PER SECTIONS 2 Windemere Court �� �� 4 MIN AND ROOF TRUSSES IN ACCORDANCE WITH TABLE THE DISTANCE FROM THE TOP OF THE BRACED WALL PANEL RAFTERS ATTACHED TO TOP ' R404.1.6 AND �_8"MAX R602.3(1).A CONTINUOUS BAND, RIM OR HEADER JOIST OR TO THE TOP OF THE RAFTERS OR ROOF TRUSSES IS 151/4 PLATES WITH 8d @ T O.C. P.O. Box 169, Speonk,NY 11972 TYPE"X" R317.1 #3.AT 1-7I8"LONG 6d COATED ROOF TRUSS PARALLEL TO THE BRACED WALL PANELS INCHES(387 MM)OR LESS, BLOCKING BETWEEN RAFTERS ALONG LENGTH OF BRACED �� Phone: 631-874-2925 GARAGE CLG. 2-2x 6 SILL PLATES WITH PERPENDICULAR 16"O.C. 6" 6" NAILS OR EQUIVALENT - SHALL BE PERMITTED TO REPLACE THE BLOCKING OR ROOF TRUSSES SHALL BE PROVIDED ABOVE THE WALL PANEL Fax: 631-874-7377 5/8" BENEATH DRYWALL SCREWS. z ;.a SILL SEAL AND TERMITE REQUIRED BY THIS SECTION. BLOCKING SHALL NOT BE BRACED WALL PANEL IN ACCORDANCE WITH FIGURE z HABITABLE SCREWS SHALL COMPLY FINISHED 2 SHIELD. REQUIRED OVER OPENINGS IN CONTINUOUSLY SHEATHED R602.10.8.2(1). a. adam@delumenarchitecture.com ROOMS WITH IRC SECT. R702.3.5.1 GRADE BRACED WALL LINES. IN ADDITION TO THE REQUIREMENTS C14 8" CONCRETE STEM WALL OF THIS SECTION, LATERAL SUPPORT SHALL BE 3.WHERE THE DISTANCE FROM THE TOP OF THE BRACED THICKNESS PER SECTION PROVIDED FOR RAFTERS AND CEILING JOISTS IN WALL PANEL TO THE TOP OF RAFTERS OR ROOF TRUSSES / MIN. . R404.1.4.2 ACCORDANCE WITH SECTION R802.8 AND FOR TRUSSES IN a ( ), l MIN. DEPTH PER SECTION EXCEEDS 15-INCHES 387 MM THE TOP PLATES OF THE � R403.1.4 OR GREATER FOR ACCORDANCE WITH SECTION R802.10.3. ROOF BRACED WALL PANEL SHALL BE CONNECTED TO # 1760 McCann Lane FROST PROTECTION PER z VENTILATION SHALL BE PROVIDED IN ACCORDANCE WITH PERPENDICULAR RAFTERS OR ROOF TRUSSES ABOVE IN SECTION R403.1.4.1 , . SECTION R806.1. ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING N Greenport, New York, 11944 CONTINUOUS LOAD PATH FOR WALL PANEL TO THE TOP OF THE RAFTERS OR ROOF 3.1. SOFFIT BLOCKING PANELS CONSTRUCTED IN County of Suffolk 1. FOR SEISMIC DESIGN CATEGORIES A, B AND C METHODS: Town of Southold -�,', WHERE THE DISTANCE FROM THE TOP OF THE BRACED TRUSSES ABOVE IS 91/4 INCHES(235 MM)OR LESS, ACCORDANCE WITH FIGURE R602.10.8.2(2). FIGURE R602.10.8.2(1) _ z_ BLOCKING BETWEEN RAFTERS OR ROOF TRUSSES SHALL Zone: R-40 °O NOT BE REQUIRED.WHERE THE DISTANCE FROM THE TOP 3.2.VERTICAL BLOCKING PANELS CONSTRUCTED IN BRACED WALL PANEL CONNECTION SCTM #: 1000-33-4-7 WALL BRACING DETAILS & NOTES OF THE BRACED WALL PANEL TO THE TOP OF THE ACCORDANCE WITH FIGURE R602.10.8.2(3). TO PERPENDICULAR RAFTERS Non-Conforming 2x4 KEYWAY IN CONCRETE RAFTERS OR ROOF TRUSSES ABOVE IS BETWEEN 91/4 Load Path Diagrams AS PER THE 20,25 RESIDENTIAL CODE BASEMENT OR CRAWL SPACE ol 16"MIN FOOTING PLACED PRIOR TO INCHES(235 MM)AND 151/4 INCHES(387 MM), BLOCKING 3.3. BLOCKING PANELS PROVIDED BY THE ROOF TRUSS CONCRETE STEM WALL AND STEM WALL INSTALLATION BETWEEN RAFTERS OR ROOF TRUSSES SHALL BE MANUFACTURER AND DESIGNED IN ACCORDANCE for Wall Braced Walls ALT:#4 REBAR @ 48"O.C. PROVIDED ABOVE THE BRACED WALL PANEL IN WITH SECTION R802. SPREAD FOOTING FOR BRACED 14"MIN INTO STEM WALL. ACCORDANCE WITH FIGURE R602.10.8.2(1). OF NEW YORK STATE WALL PANELS. ME �BLOCKING, BLOCKING PANELS OR OTHER Date: February 20 2026 EXCEPTION:WHERE THE OUTSIDE EDGE OF METHODS OF LATERAL LOAD TRANSFER DESIGNED IN � TRUSS VERTICAL WEB MEMBERS ALIGNS WITH ACCORDANCE WITH THE AWC WFCM OR ACCEPTED THE OUTSIDE FACE OF THE WALL STUDS ENGINEERING PRACTICE. Scale: As noted Al2 Project No: DA2601 !I f SYMBOL LEGEND ELECTRICAL LEGEND III=1 I I=1 I 1=1 EARTH SWITCH CHANDELIER BOX ���""" � POURED CONCRETE CEILING MOUNTED FIXTURE 2=Tf �'x;--;.:•.-=_- OR 8" CMU BLOCK CHANDELIER PULLEY SWITCH - WITH PULL CORD �CP P-C• EXISTING STUD WALL DOOR SWITCH 5" ROUND LED HI-HAT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — TO REMAIN $DS -0- EXISTING STUD WALL L CEILING FAN SWITCH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 r - I L_-- ----J �CF � WALL MOUNTED FIXTURE 1 I I I I TO BE REMOVED $3 THREE WAY SWITCH I I I I NEW 2x 4 OR 2X 6 4" SQUARE LED HI-HAT I I — — — STUD WALL @ 16" O.C. q FOUR WAY SWITCH I I 1 I — — — I JOISTS PENDANT FIXTURE I i i I _ _ _ I 7.77 JOISTS ABOVE j DIMMER SWITCH �P I I - . 1 o I I UNEXCAVATED — FUTURE CEILING FAN BOX A5 SECTION / DETAIL TIMER SWITCH -0-CF DUPLEX OUTLET TRACK LIGHTING I I r I - As BUILDING SECTION (LENGTH AS INDICATED) - L - - - - - - - - � (?4QUAD OUTLET EXTERIOR FLOOD LIGHTS I I 11 ( I I I I 111r WINDOW GROUND FAULT INTERR'JPTER NEW 300AMP ELECTRICAL SERVICE i R JUNCTION BOX TO BE PROVIDED COMPLETE WITH 1 L - - - - - - - - - - - - - - - - - - - - - - - - ;. L - - - - - - - - J L I - - - - - - - - - - - - - I _ __ _ = ELEMENTS ABOVE TRENCHING AND BACKF ILL UNDERGROUND 9wP SMOKE DETECTOR WATERPROOF G.F.I. WIRING, METER PAN,AND BREAKER PANEL. I I _ I I GIRDER / HEADER ABOVE S.D. INSTALL AS PER CODE AND MANUF. SPECS O . i EXEC I O —� THERMOSTAT AND RECOMMENDATIONS. PANEL I I CARBON MONOXIDE DETECTOR 0C.M. ELECTRIC , — — — — — — ® POST DOWN TO POOL INTERCONNECTED COMBINATION QT TELEPHONE CONNECTION CEILING EXHAUST FAN — I �� SD SMOKE AND CARBONMONOXIDE 4-2"DIA. PVC I I . ( x SLEEVES THRU -y CO DETECTORS AS PER R314 OF THE E.F. 2-2 DIA PVC I BOILER IRCNYS AND 915 OF THE IFCONYS FND. WALL SLEEVES THRU HDMI TV CABLE ONE HIGH, ONE LOW f1 BURIED LIGHT LOOP I FND.WALL TO DETACHED GARAGE M I 0- - - - - - - - - - -- -Q- - - - - - - - - - - - CENTRAL VACUUM WALL PORT 1 HOT WATER = HEATER 110 V \ J I I ::•:': ,: 60 HZ, 3.1 AMP \ I 24"x 24"LED CEILING LIGHT I— — -� LOWER FIXTURE FLUSH MOUNT LEVEL — — — 208/230V,60HZ, 1 PH 1 HVAC — — — 1 CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR A/C ` " I MAINTAINING JOB SITE SAFETY DURING THIS PHASE TWO WIRE POWER W/ I .' DISCONNECT SWITCH COND I ,: 120 V \ r — — �— — —— — — — OF WORK&SHALL COMPLY WITH ALL APPLICABLE 60 Hz I — — — FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING 1 PHASE \\ I I �\ BUT NOT LIMITED TO BUILDING CODES, OSHA I- - - � �- - - � �- - - -� 1 r I— REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS ] 208/230V, 60HZ, 1 PH A/C MATERIAL REMOVAL&DISPOSAL.TWO RE POWER W/HVACLEGEND 1 CONDDISCONNECT SWITCH L — — J L — — J L — — J L THE CONTRACTOR SHALL INDEMNIFY&HOLD — L _ J L_ HARMLESS THE OWNER,THE ARCHITECT,AND CEILING SUPPLY REGISTER I �f� J THEIR AGENTS&EMPLOYEES FROM AND AGAINST F — — — — ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES FLOOR SUPPLY REGISTER ARISING OUT OF OR RESULTING FROM ANY OF THE J I I ITEMS LISTED ABOVE. CEILING RETURN REGISTER 1 I I . r — I I THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY i : : IEGRESSI ( \ I CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE WINDLL OW (a RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. .'. 1 WE GENERAL ELECTRICAL SPECIFICATIONS: I I 1 I THE ARCHITECT SHALL BE HELD HARMLESS BY ANY 300 AMP UNDERGROUND SERVICE. I L — —J — — — _ _ — — _ I I AGENCY FOR ANY"ERRORS&OMISSIONS"ON ALL TRENCHING AND BACKFILL I ;.: : : I THESE DOCUMENTS. ARC FAULT&GFI PROTECTION TO CODE: WHITE DECORA SWITCHES, OUTLETS AND PLATE COVERS ", I THE CONTRACTOR IS SOLEY RESPONSIBLE FOR ALL SMOKE AND CO DETECTORS TO CODE "METHODS&MEANS"OF CONSTRUCTION. THE WIRING FOR 2 ZONES OF AC AND FURNACE I r — — ARCHITECT IS NOT RESPONSIBLE FOR FIELD WIRE FOR ERV SYSTEM I r- — — — — — — — -� :`, I SUPERVISION. 1 PHONE JACK IN KITCHEN ALL FIXTURES:STANDARD BUILDERS UNLESS OTHERWISE SPECIFIED :: " . '• J _ _ _ _ L — � — SUPPLY PLYA LIENERGY STAR EXHAUST FANS TO CODE i— - — — - - - - - - INALLBATHROOMS(VENTINGBYOTHERS) J i I UNA ATED I i � - - - - - - - - - - - - � ALL OUTLETS TO CODE I L. - -- - - - - - - - - - J ALL OR IGHTING CDE ALL EXTERIOR ORLRECEPTACOLESOTO CODE 1 - •_ I RED AR hi FINISHED BASEMENT MEP PLAN ROUGH AND FINAL INSPECTION I :' CIA SCALE: 1/4"=1'-0" rn (P 046848 yO� �OF NEB OFFICIAL PLANS ARE DULY SIGNED AND SEALED AND BEAR RED-INK SIGNATURE Model Name: Viper Proposed New Home for: D RAMOUNT DEVELOPMENT GROUP OOLUMEN ARCHITECTURE. 2 Windemere Court, P.O. Box 169, Speonk,NY 11972 Phone: 631-874-2925 Fax: 631-874-7377 14 adam@delumenarchitecture.com # 1760 McCann Lane Greenport, New York, 11944 Town of Southold County of Suffolk SCTM #: 1000-33-4-7 Zone: R-40 Non-Conforming Basement MEP Plans Date: February 20, 2026 Scale: As noted MEP 1 Project No: DA2601 ELECTRICAL LEGI=ND SYMBOL LEGEND CHANDELIER BOX I �Hi—Li �I -']�l =�I�Hli EARTH SWITCH G ,s.>`�='•3'= � � POURED CONCRETE CEILING MOUNTED FIXTURE ,,:. OR 8 CMU BLOCK $CP CHANDELIER PULLEY SWITCH P.C. WITH PULL CORD EXISTING STUD WALL DS DOOR SWITCH -0- 5" ROUND LED HI-HAT TO REMAIN CEILING FAN SWITCH EXISTING STUD WALL CF WALL MOUNTED FIXTURE TO BE REMOVED $3 THREE WAY SWITCH NEW 2X 4 OR 2X 6 4"SQUARE LED HI-HAT STUD WALL @ 16" O.C. FOUR WAY SWITCH a PENDANT FIXTURE JOISTS DIMMER SWITCH -0-P JOISTS ABOVE D TIMER SWITCH FUTURE CEILING FAN BOX A5 SECTION / DETAIL CF `�j Ex EXTERIOR SWITCH SLOPED OR ADJUSTABLE A BUILDING SECTION HI-HAT FOR SLOPED CLGS DUPLEX OUTLET ' �T' WINDOW QUAD OUTLET TRACK LIGHTING — — — — — a (LENGTH AS INDICATED) — — — — — ELEMENTS ABOVE R GROUND FAULT INTERRUPTER UNDER MOUNT LED LIGHT STRIP — GIRDER / HEADER ABOVE qWP WATERPROOF G.F.I. ❑ ❑ UNDER MOUNT PLUG STRIP ® POST DOWN INTERCONNECTED COMBINATION T THERMOSTAT EXTERIOR FLOOD LIGHTS i�X SD SMOKE AND CARBONMONOXIDE -y CO DETECTORS AS PER R314 OF THE OT TELEPHONE CONNECTION! El IRCNYS AND 915 OF THE IFCONYS JUNCTION BOX Z\ HDMI TV CABLE ONE HIGH, ONE LOW OS.D. SMOKE DETECTOR P 24"x 24" LED CEILING LIGHT OC M CARBON MONOXIDE DETECTOR �l 3 ® — j 3 FIXTURE FLUSH MOUNT , I I DW O CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR CEILING EXHAUST FAN — — — / MAINTAINING JOB SITE SAFETY DURING THIS PHASE E.F. — — — — — / // k— _ — — OF WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING BURIED LIGHT LOOP // / / GA BUT NOT LIMITED TO BUILDING CODES, OSHA \ ( I REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS C CENTRAL VACUUM WALL PORT \� \ \t \ WITH RANGE MATERIAL REMOVAL&DISPOSAL. EXHAUST ��� \ THE CONTRACTOR SHALL INDEMNIFY&HOLD I — — — — — I — HOOD/ \ HARMLESS THE OWNER,THE ARCHITECT,AND THEIR AGENTS&EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES I I i 0 ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE. HVAC LEGEND — — — THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY CEILING SUPPLY REGISTER \\ \ / / REF W/ co \ M CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE \ WATER RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. I FLOOR SUPPLY REGISTER —— — 913 � � � � �\`s§� §3�a � — _ a THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY" CEILING RETURN REGISTER SHOW HC / \�- \ \ — / — THESE DOCUMENTS.ERRORS&OMISSIONS"ON — — — -- — / THE CONTRACTOR IS SOLEY RESPONSIBLE FOR "METHODS&MEANS"OF CONSTRUCTION. THE Y \ / ARCHITECT IS NOT RESPONSIBLE FOR FIELD GENERAL ELECTRICAL SPECIFICATIONS: SUPERVISION. 300 AMP ALL TRENCHING A NCHING AND CKFILL \ I E.F.EFi I \ \ ARC FAULT&GFI PROTECTION TO CODE \ / UP TO WHITE DECORA SWITCHES, OUTLETS AND PLATE COVERS \ CHANDELIER ALL SMOKE AND CO DETECTORS TO CODE LIFT WIRING FOR 2 ZONES OF AC AND FURNACE / I � WIRE FOR ERV SYSTEM Tv / , UP40 C 1 PHONE JACK IN KITCHEN / // \ IFCHXNDELIER �FtED qR ALL FIXTURES: STANDARD BUILDERS \ / UNLESS OTHERWISE SPECIFIED // \\ \ / E.F. �C��G.r��scoPHF o < TWO EXTERIOR OUTLETS SUPPLY ALL ENERGY STAR EXHAUST FANS TO CODE / Q rn Z IN ALL BATHROOMS(VENTING BY OTHERS) — _ 43 ALL OUTLETS TO CODE M — STACKED ALL INTERIOR LIGHTING TO CODE — — 24"x 24" (p ALL EXTERIOR RECEPTACLES TO CODE RETURN N 04684E O ROUGH AND FINAL INSPECTION ® W \ �OF NE�y V F — — — — — — — — OFFICIAL PLANS ARE DULY SIGNED AND SEALED AND BEAR RED-INK SIGNATURE FIRST FLOOR MEP PLAN Model Name: Viper SCALE: 1/4"=1'-0" Proposed New Home for: F___. 1.&RAM0UNT DEVELOPMENT GROUP OOLUMEN ARMITECTURE 2 Windemere Court, P.O. Box 169, 5peonk,NY 11972 Phone: 631-874-2925 Fax: 631-874-7377 adam@delumenarchitecture.com # 1760 McCann Lane Greenport, New York, 11944 Town of Southold County of Suffolk SCTM #: 1000-33-4-7 zone: Non-Confoonto rming First Floor MEP Plans Date: February 20, 2026 Scale: As noted MEP2 Project No: DA2601 ELECTRICAL LEC'3END HVAC LEGEND SYMBOL LEGEND I I I=1 11=1 11=1 EARTH HI CHANDELIER BOX � CEILING SUPPLY REGISTER �=III=III= I $ _(>SWITCH � POURED CONCRETE CEILING MOUNTED FIXTURE ® FLOOR SUPPLY REGISTER ..t: 4 ;: OR H" CMU BLOCK CHANDELIER PULLEY SWITCH � WITH PULL CORD �CP CEILING RETURN REGISTER EXISTING STUD WALL DOOR SWITCH 5" ROUND LED HI-HAT ps �' � ERV-ENERGY RECOVERY VENTILATION TO REMAIN $ CEILING FAN SWITCH � ____� EXISTING STUD WALL '"CF � WALL MOUNTED FIXTURE Y TO BE REMOVED $3 THREE WAY SWITCH r-----1 NEW 2x 4 OR 2x 6 4 SQUARE LED HI-HAT STUD WALL @ 16" O.C. FOUR WAY SWITCH a PENDANT FIXTURE JOISTS DIMMER SWITCH -(>P 6 JOISTS ABOVE TIMER SWITCH FUTURE CEILING FAN BOX A5 SECTION / DETAIL CF EXTERIOR SWITCH SLOPED OR ADJUSTABLE S-1 BUILDING SECTION HI-HAT FOR SLOPED CLGS A5 Ex DUPLEX OUTLET WINDOW q QUAD OUTLET I TRACK LIGHTING — — — — — 4 (LENGTH AS INDICATED) - - - - - ELEMENTS ABOVE IQ GROUND FAULT INTERRUPTER UNDER MOUNT LED LIGHT STRIP — GIRDER / HEADER ABOVE 9Wp WATERPROOF G.F.I. UNDER MOUNT PLUG STRIP ® POST DOWN T THERMOSTAT <<X SD SMOKE AND CARBONMONOXIDE EXTERIOR FLOOD LIGHTS INTERCONNECTED COMBINATION ev CO DETECTORS AS PER R314 RCNYS AND 9 5 OF THE FOF THE CONYS ATELEPHONE CONNECTION 0 JUNCTION BOX HDMI TV CABLE ONE HIGH, ONE LOW O SMOKE DETECTOR S.D. 24N 24" LED CEILING LIGHT O CARBON MONOXIDE DETECTOR I I FIXTURE FLUSH MOUNT C'M' I I CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR CEILING EXHAUST FAN I I I TV I MAINTAINING JOB SITE SAFETY DURING THIS PHASE E.F. OF WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING BURIED LIGHT LOOP I--J I I I / I LIE.F. .- BUT NOT LIMITED TO BUILDING CODES, OSHA (� REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS A CENTRAL VACUUM WALL PORT 0 I (:ED I I I I lJ MATERIAL REMOVAL&DISPOSAL. I I I SHOWER / / LIGHT � / � THE CONTRACTOR SHALL INDEMNIFY&HOLD Q HARMLESS THE\ I I , THEIR AGENTS&EMPLOYEES THE ARCHITECT, FROM AND AND � AGAINST I- - I I I - \ I ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES SIGHT/ER I I / - I I \��`\ / ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE. ELECTRICAL GENERAL NOTES GENERAL ELECTRICAL SPECIFICATIONS: I o I I / I \ -V I THE CONTRACTOR SHALL VERIFY ALL FIELD 1. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND 300 AMP UNDERGROUND SERVICE. I I I I I 1 CONDITIONS AND NOTIFY THE ARCHITECT OF ANY WORK.FOLLOW DRAWINGS IN LAYING OUTWORK AND CHECK DRAWINGS OF OTHER ALL TRENCHING AND BACKFILL I CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE TRADES TO VERIFY SPACE CONDITIONS.MAINTAIN HEADROOM AND SPACE CONDITIONS. ARC FAULT&GFI PROTECTION TO CODE WHITE DECORA SWITCHES, OUTLETS AND PLATE COVERS I - RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. 2. SECURE ALL SUPPORTS TO BUILDING STRUCTURE UTILIZIMG TOGGLE BOLTS (HOLLOW ALL SMOKE AND CO DETECTORS TO CODE THE ARCHITECT SHALL BE HELD HARMLESS BY ANY MASONRY),EXPANSION SHIELDS OR INSERTS(CONCRETE SAND BRICK),MACHINE SCREWS WIRING FOR 2 ZONES OF AC AND FURNACE .� AGENCY FOR ANY"ERRORS&OMISSIONS"ON _ (METAL),BEAM CLAMPS(FRAMEWORK),WOOD SCREWS(W/OOD)OR PAN THRU STRAPS WIRE FOR ERV SYSTEM \ � I (METAL DECK).NAILS,RAWL PLUGS AIVD WOOD PLUGS ARE NOT PERMITTED.WHERE 1 PHONE JACK IN KITCHEN \ M I - -' ` I THESE DOCUMENTS. REQUIRED BY STRUCTURE,PROVIDE THRU BOLTS AND FISSH PLATES.SUPPORT � ALL FIXTURES: STANDARD BUILDERS ® I I - / HORIZONTAL RUNS OF METALLIC RACEWAYS NOT MORE THHAN 10 F E APART.SUPPORT UNLESS OTHERWISE SPECIFIED / _ - 4 - - I THE CONTRACTOR IS SOLEY RESPONSIBLE FOR RACEWAY RISERS AT EACH FLOOR LEVEL.RUN EXPOSED RACEWAYS PARALLEL WITH TWO EXTERIOR OUTLETS `r' I I �� "METHODS&MEANS"OF CONSTRUCTION. THE OR AT RIGHT ANGLES TO WALLS. I SUPPLY ALL ENERGY STAR EXHAUST FANS TO CODE � I � I � ARCHITECT IS NOT RESPONSIBLE FOR FIELD 3. PASS RACEWAYS OVER WATER,STEAM OR OTHER PIPING(WHEN PULL BOXES ARE NOT IN ALL BATHROOMS(VENTING BY OTHERS) I \ _ / I SUPERVISION. REQUIRED.NO RACEWAY WITHIN 3 INCHES OF STEAM OR HOT WATER PIPES OR ALL OUTLETS TO CODE APPLIANCES (EXCEPT PIPE CROSSINGS WHERE RACEWAY"SHALL BE AT LEAST 1 INCH ALL INTERIOR LIGHTING TO CODE � I FROM PIPE COVERS). ALL EXTERIOR RECEPTACLES TO CODE ROUGH AND FINAL INSPECTION I ( TV I / 4. CUT CONDUIT ENDS SQUARE.REAM SMOOTH.PAINT MALE THREAD OF FIELD THREADED RACEWAYS WITH GRAPHITE BASE PIPE COMPOUND.DRAW UP TIGHT WITH RACEWAY I / C DN TO i i TV ED q 220 COUPLING. f' I / FOYER i )y R 5. HORIZONTAL OR CROSS RUNS IN PARTITIONS AND WALLS ARE NOT PERMITTED. DO NOT I // \SWITCH I 1 `5� �S1oPyF 'Si FRU IN CONDUIT IN PRECAST ROOF SLABS,IN 2 INCH SLABS OR IN TERRAZZO FLOOR \ _ f 4- - * DN TO I ' - _ Y CHANDELIER ,I / I o Alp, m 6. LEAVE WIRES WITH SUFFICIENT SLACK TO PERMIT MAKINGS FINAL CONNECTIONS.RACEWAYS / I LIFT I - J * a _'= z i NOT INSTALLED:FURNISH FISH WIRE. OVER 10 FT LONG IN WHICH WIRING 1, I 7. SET BOXES SQUARE AND TRUE WITH BUILDING FINISH.ERECT WALL AND SWITCH I I I LIGHT CLOSET `� 04664E y0 OUTLET IN ADVANCE OF FURRING AND FIREPROOFING.SECURE TO BUILDING STRUCTURE BY ADJUSTABLE STRAP IRONS. -- - - - - - - -- - - -- - - - - -- OF NE qp 8. VERIFY LOCATIONS OF OUTLETS AND SWITCHES IN FINISHEED ROOMS WITH ARCHITECTURAL DRAWINGS OF INTERIOR DETAILS AND FINISH.IN CENTERING OUTLETS AND LOCATING BOXES AND OUTLETS,ALLOW FOR OVERHEAD PIPES,DUCITS AND MECHANICAL EQUIPMENT, r � r EQUIPMENT,VARIATIONS IN FIREPROOFING AND PLASTERING,WINDOW AND DOOR TRIM, PANELING,HUNG CEILINGS AND THE I-IKE.CORRECT ANY INACCURACY RESULTING FROM t_ L J OFFICIAL PLANS ARE DULY SIGNED AND FAILURE TO DO SO WITHOUT EXPENSE TO OWNER. SEALED AND BEAR RED-INK SIGNATURE 9. LOCATIONS INDICATED FOR LOCAL WALL SWITCHES ARE SUBJECT TO INSTALL SWITCH ON SIDE OPPOSITE HINGE.VERIFY FIIJAL HINGE MODIFICATIONS AT OR NEAR DOORS. Model Name: Viper COORDINATE WITH ARCHITECT AND LOCATIONS IN FIELD PRIOR TO SWITCH OUTLET INSTALLATION. Proposed New Home for: 10. COVERS OF JUNCTION AND PULLBOXES SHALL BE READILY(ACCESSIBLE. 11. PROVIDE PULLBOXES WHERE INDICATED,WHERE REQUIRED BY CODE AND WHEREVER NECESSARY TO FACILITATE PULLING OF WIRE.COORDINATE PULLBOX LOCATIONS WITH RAMOUNT OTHER TRADES. 12. EMPTY RACEWAY RUNS:PROVIDE PULLBOXES EVERY 100 IFT AND AS INDICATED. DEVELOPMENT GROUP COORDINATE LOCATIONS WITH OTHER TRADES. OOLUMEN ARCHITEMURE 13. JUNCTION AND PULLBOXES:LOCATE GENERALLY NOT EXPOSED IN FINISHED SPACES. WHERE NECESSARY,REROUTE RACEWAYS OR MAKE OTHER ARRANGEMENTS FOR 2 Windemere Court CONCEALMENT. 14. SUPPORT PANEL,JUNCTION AND PULLBOXES INDEPENDENTLY TO BUILDING STRUCTURE P.O. Box 169, Speonk,NY 11972 WITH NO WEIGHT BEARING ON RACEWAYS. Phone: 631-874-2925Fax: 631-874-7377 15. ALL ACCESS DOOR LOCATIONS SHALL BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION. adam@delumenarchitecture.com 16. CONNECT CONDUIT TO MOTOR CONDUIT TERMINAL BOXES)WITH FLEXIBLE CONDUIT (MINIMUM 18 IN.LENGTH AND 50%SLACK).DO NOT TERMINATE IN OR FASTEN 7 0 McCann Lane RACEWAYS TO MOTOR FOUNDATION, 17. PULL NO THERMOPLASTIC WIRES AT"TEMPERATURES LOWER THAN 32°F(0°C).PROVIDE Greenport, New York, 11944 CABLE SUPPORTS FOR WIRE IN RISER CONDUITS AS REQUIRED BY CODE. Town of Southold 18. WIRE COLOR CODING:AS PER CODE.WHERE COLOR-CODED CABLE IS NOT AVAILABLE, County of Suffolk CERTIFY IN WRITING AND REQUEST PERMISSION FOR OVERLAP COLOR TAPING OF CONDUCTORS(MINIMUM LENGTH 6")IN ACCESSIBLE LOCATIONS.COLOR CODING,ONCE Zone:R-40 SELECTED,MUST BE USEDCONSISTAI4TLY FOR THE ENTIRE PROJECT. SCTM #: 1000-33-4-7 Non-Conforming 19. INSTALL NEW WORK AND CONNECT TO EXISTING WORK W17H MINIMUM INTERFERENCE TO MEP p1 EXISTING FACILITIES.TEMPORARY SHUTDOWNS:ONLY WITH WRITEN CONSENT OF OWNER. Second Floor ML1 Plans] MAINTAIN CONTINUOUS OPERATION OF EXISTING FACILITIES.ALARM AND EMERGENCY SYSTEMS ARE NOT TO BE INTERRUPTED. Date: February 20, 2026 20. FIRESTOPPING SHALL BE INSTALLED WHENEVER WIRING OR RACEWAYS CROSS FIRE RATED CONSTRUCTION. Scale: As noted M P Project No: DA2601 .. AiTrl .:i",r: 4 �+.IJ'IIJuL'iFhl+lir — . +' mr' i i•. r!" t !"'i" W°I t : f 11' ^I' ,,-y la, `' 1 I.:s�'.'. '-' + W"! .tom° •f" - � •"' i i•i "f,' ✓� ip a !`Je i.� �- ty.:`%` f N'IStII:nTT0� �+[t W r _�;' 'r✓^- ^��+ Y8 ,.:•''"/ _,i'•�-,^Y(`", t', / ._1 . __RIX ltr..r� Vt+ J`� �r ^C �'� f!I I��..�'CM f'+.d I , 7.7 . • NS r'" •1 ram+ ,� - t � �• t t i�.i _!t ��.• 1 L�Fi,,��?�.,tIJ!+�E+ `r { • r_ �°'•'•."', '� �� ._..._..-_._ ►_ + - _ 1 tllY y yrw { ,^t+I 1 C1i['T �'r ^#^ � t �._ I:h,� 1'_ T;:Tkr) C�,T LIB Y� 'r a ,.,^.,.- ^..,.. ...A.. ��r^ °`1,.,mot r C. ' Il T��'�.•• ^<,rF+C / 7� +'• v L..1i f�.vP.[�.ryIIC# .i ,;- T.-. r,t•--„�-..,. _,. J`_ i ,5'_ --T f , •°.t 1 t r:c , f;'' /r.•\ .rr„L yr.l,.Iti. ,rJ,, - ---i:.:.:....:.:..:.::.!::' -- - �,f; a'j e��t II 1-•, r+r�, F'-Tft.LW�isL+T,TTU. *r• � r i. »' ._.,- = — _ F w ._....-_.._.. ...._....._.__. ..._,,..... ..._.. '" .1'I ^�•.+�. :a. , t W�.mm i '_1,,,,1 ,{ _ r/' tir...� �\ r' +t,e'_U `' t_+ C.. ti'E ti" ___. w..tom—^-• s a 1: �•'c e i W 1 r#r r, -ro--i 1_ + _ f r {" / - \\ • W _I,-i ; .�_•:� .y I.,r 1.t_ s ii �'t ,i. ► �'T._ \ >-r"'s !',.' ^+ f a T+_ _ - } e I _! 1, ,-i Y... ,/;' ,rr \. r„TY i...l.a.T,,,l: �,' TTr„ ATT�w ^� C; +! LI I ;1, !. °W 1:! -y,,. t t c',.r-r IN F 7. °.r .. ;{, f I, J `rr +'____._-_.' �p'�'7'9'r a.,..•o•t..-...\.a..,'a°r^.^T.,r„•,..a'..'a^g.;- .+ r _ ,r -_,. •r. i 1 1 4. I"r, k i•__•- r"•'»- n ., !„, L'I+h4�4 .,C_J �`jE bljlJ"♦ t^ ' tl��n r� — 1. .._�_._. _.......- ✓ ,•, _ . 'A 1 i FEPIr,rt71R JL��'1!1 ,. ..._ . d f l ''err tt r .r• n ` ,•- °WA �-�.���i 1 .. =�% j, �' � }�'� Cr�c`�D1 i0c';Ea sPk,E FI►+ AS REQUIRED F11411'N CEILIN G • if .+ ' �'°!`a.' er ,' T°!!'�.°�t#:_ ,, ✓ - _ LIVING SPACE ABOVE LIVING SPACE ABOVE r ATTIC ACCESS PANEL Y.-;•'� ';; ~ '* '- R' 0vs• R�.1"sr=� UNCONDITIONED SPACE CONDITIONED SPACE SCALE: NTS '` *�°! ..'�! . ; •T. m.«.,.«...,,....,...M.,..^,...,.,.m..,.,m..m..,..,,;;...«..., 't c`�#^" !^ C t!A t• I _ - ' - 1 !T ,�-aE.���j� SCALE: NTS SCALE: NTS ATTIC EAVE BAFFLE SCALE: NTS rr �s u`•• I2 i i,.m�,5.:'" " ,..,w..,>Mm....._..,. „m..>..-^».. IiL.� t o t t� � ,!'_ W •Y Zefm _ • _ s 'L I I i f 1,t�- I r 1•'_ i.. .L ti' i G i `if i' F_ 4 •! , a,f a-`_ I If 1!` -,°W i G44`,�, t�.i a' � !.r ;t t• 1 ^Y a + L;J +:+^ r- t W�„r. 14'c I�.c,i •i3!. ^ € q i I Iv..� �'r.► 1... f 1,4;y t-J�17 �: T FP[ � �I(TI�� I;,.,. .I.r�l �i �i. 1 , C I?',,. -I:Ifii' �_: t , t , r I _ ,1 t—LE - f'. f"pr ' 7Ff1. /1" ; IKT-_ ' E {f;r}t, "r,+: _1•,.,, 1 Ir• '1/•, q + P• I 4 .I:I,'I'•1 f �f<i' I','h+, �[' 1• °� PLI�'eW'�.It��. LE,n ::H=1�,T�-I't'j'_, ., 1-••-1 ;. N— � ,.t, t 1 •� ri i• „!T %. » r =,-+ L. pY�_ � i�.Wt ( �., _„�IC:S.ui''r; •� o J1: it (.` r�r-{c �'tiJll_I� - },:CN,•Idl ,+,L _%C:!.rri C 4 �p e 1 ^A+ r µI T 1 t ' � ,;: �w•_3e` �� .. ... FC' II)II �.?tFT � Y I I:hJ%'rL'u'.S_'4. ze�11, :v'4r,.i1� } t-v 2� L�CGEti C4;�� Tl,y.-• �, � _ ., .._tt» — �'+'' !ti I 'Ji'r�+i ./ �' , - - - I. �'I!' 1 f rr11 s* -( r N , U 1p ...`rJr ,c c r: ^�1 �.f-r' �� j i r�r^Ir.� vr.,. I,4`J:A t�,t, .df,.AT,I�'!'t�—rr Y 'yl1 fsr >� C k!- 1. \ Y II 11r_—.T' Y..'JL,:_CH:.+.. �L+��.7; 1,,," a, - , . _i. —._ r-^,r(•_ a �+..,.Ti P,V, fl« ♦ , �,-__ a_J -l a v �.• 'yp, r" ltr •., ..t,! � .�•'-:: r �. `r: 3� tti'�+�:t� 02%T,r= ,_f��!_ r_�:11 ('JI('h_��•+hlf Cr�r ,+:�_. ._�. .�. +(�i1:�11C1+_%-•,Pe * »u°M%iai4" nl_'T: r fE� �C ! ►) {r -,_p "``4y V�r-r4l:-^,t' TC..H :cr1+iF ,r•, r. t';;- _4. T,. L,! 1`�' ?..,_,1. j r^tT;;_ 'f •., is ► _ ALA, ,' - yyy"""'''r, �:..� (' ,.1 + 111 [71' pig�q `. i. '�' /' Y +� Fl"�' -"1, •„.tea„ i`i- A, e r°,Y t-m•ft� r`r jl 'fit_ �r H":IS 1'•,Ir I: t ,r �, -y ++ • r 1 f r , '•mt } / i "` a,r ,If L, i 1 1 { .}• _.._ _...._ ._ w}�:.4�..''�J!'r,•Mtt�4:n:�e;l i I ..° _• ;r.,r•' a t �.. /' .. ,r' g : �.. 4• r n t; ,.r _d _• �:t'''rAtfSSEEi3 Y SE�LA.'Y' ILu rjv4L i t� �_r F4, ... .—m._.m..^. t-�',i+-�_ -;.s�•� jj•��i .: , , -� �- �° ���,';rlra;:,'�.r�' F°.�.. c,:,l,<, �T�,•, �E .. R i-�•'•4,e,�'���ia'9-t s' �rim�. - �1 I: � - I t�`.•a'L�7�J�.�''_k"iv - *•-_ .. .. «-I _ -, r 4 r. PULL DOWN ; ATTIC STAIR I rr SCALE: NTS SECOND FLOOR (DETAIL SCALE: NTS SECTION THRU PORCH ROOF SECTION THRU KNEE WALL ALT: SECTION THRU KNEE WALL SCALE: NTS SCALE: NTS SCALE: NTS W: FIRST FLOOR DETAIL SCALE: NTS I =a ; ---- OPIUM�I,M BEAD �+F 5:.�,lAN,T r'°.I.sv��E� ,- C•: ,t: , _. -�-''�p r�. a ��a.a r� +1"Y'f ' �? - I, - ti iL . sr ,• ,, f .' CC JTI l,�Q>,`�BEAD CFTC:-a-;�', � �I 1 =, CN I UOUS ELA., „- , ,• r :T ,� �'t; r_•51r,. � ' �:F` c,�t,i _ <. r- - �t'"- ,.`� ,M eg W t F h * �',,°: �'— _r.'1,4i�+�s'_r'".T,!% `.�1+',l�rjr r �'�-�°•�,'..'•'a t1^iL-�r:v71 ���F • - .. __._._—,... PP•=11EC':I'.: .4 a �..- :: _ Fl{ O�TFUSS \ ,r------ :, Et., �, �r,s.r+r;= C�+;TIt�_ '!4 D@"S;:�LM1iT --:��� TO THE BEST OF MY KN WLED j,-:r'j, f , I :r 1 I I O GE, BELIEF AND •^{ Y 1 �•'+ ' 4. PROFESSIONAL JUDGMENT, SUCH PLANS OR y F'j��►G���E — c. . /�' �. =`�°, C�?t,il!j",rJLIL BE�� y nia'jr .._........ ........._..._....__...._.._........,..-._....._._...... ' SPECIFICATIONS ARE IN COMPLIANCE WITH + �J:le,'wR.;fi;NmrTH11,-AT -T ,-— _T'.,1 ;:N.�,°►,. . AT ATT_ �- "-'ti THE ENERGY CODE. I NEARBY CERTIFY THAT THE `; `''', r'--'- I'' ` ' a - - _ EX "'' t"ice 1µ1,�; ':�tG F?.':+� :r7 PROPOSED THERMAL ENVELOPE FOR THIS PROJECT \ r — r-. r:,T. L 1�+ 1 I 1`''}�iTl'SS-1 ;�� WAS DESIGNED BY MYSELF OR UNDER MY DIRECTION. rr+dTl4ti13O'j'S BEAD j t '' t', ��'` �' "H' r !' � . _ _ ti'r t'^It'":..•r+rr`ftd J �V=rl v J ,.+ �Y b i ti rl , '. CY tER11:1? SIGNATURE/SEAL: i ,,� �a t n t,, rat.:_+ TI.I �P• + �r_►r�1-t1.4r S►_J ..: } P , P �, I ti•Y \4- Gtf 7;F.t ,;IS=+,, III+ ,".y .i.` _ _ ( ' CI=C1 SEALANT 14LANT Io F"'u%wE74(,ENE -' r r yw +,' �4 1 j� I ,jl c t1, 4��4'ITI�ti1 'iR r �, � t-;� �`� j ;'` tit I,f• JCS`.1,S EEr:1m { CFSE�,L�IP�T• `L_ — .—— J _tT9FE.L�a - ' -- - °� -I __ ' - I!i'.}?.JR _ I Ri"TRIORG P ,.11,1Wat�� ARC SECTION THRU CABINET SOFFIT �,S��R oPHR WITH SECOND FLOOR ABOVE o M SECTION THRU SKYLIGHT SECTION THRU CABINET SOFFIT * Q �= Z SCALE: NTS SCALE: NTS WITH ATTIC ABOVE (P RIM JOIST (BOX BEAM) DETAIL SECTION THRU SLAB OFNE�yo SCALE: NTS F SCALE: NTS SCALE: NTS OFFICIAL PLANS ARE DULY SIGNED AND SEALED AND BEAR RED-INK SIGNATURE } _ DeLUMEN ARCHITECTURE BRANCH LINE 2 Windemere Court, TAKE-OFFS f AND JOINTS P.O. Box 169, Speonk,NY 11972 Phone: 631-874-2925 TRA ERSE JOINTS Fax: 631-874-7377 x . t g. S AND DRIVE CLEAT adam@delumenarchitecture.com y JQINTS) IN TRUNKS AND ALLyOINTS ON PLENUM y x a 2) Air SealingDetails `LOCATIONS OF','A�IR SEALING DUCT SEALING DETAILS Date: January 1, 2026 SCALE: NTS p SCALE: NTS Scale: As noted I iP1#itP10 +C,aASEWALLS TABLE R402.5.1.1-AIR BARRIER,AIR SEALING AND INSULATION INSTALLATION' f COMPONENT AIR BARRIER,AIR SEALING CRITERIA INSULATION INSTALLATION CRITERIA PRE PE`�i RATION' A continuous air barrier shall be installed in the Air-permeable insulation shall not be used as a sea[- General requirements building thermal envelope. - e T j".�! I - - _ ,��`ti r� l��Sr +T ing material. I LE I j}, , � , -� _—_^-a$ I t �w �i h F �+ j Breaks or joints in the air barrier shall be sealed. PE'tViETtcF CIE An air barriershall be installed in any dropped ceil- _ The insulation in an dropped ceiling/soffit soffit shall be ,It ing or soffit to separate it from unconditioned y PP g/ TH,r�- RORLE SHEATHN'G space. aligned with the air barrier.Access hatches and f hjC DE+- �' �+ ,FALL doors shall be installed and insulated in accordance CL uUR . fz l Er„01R. �p Ceiling/attic Access openings,drop down stairs or knee wall I - '_C ' ' X`HAD r i,- t 3 doors to unconditioned attics aces shall be sealed with Section R402.2.5. E /M ; - r !4 Ct�t�T1`�UG'L15 E'.E, p Eave baffles shall be installed in accordance with - II SD.+!!;j t f i; rialsthatallowforrepeated ` "``'' ' Section R402.2.4. • t with gas etin materials I - ,_ . .. . _... ,- �,r •.,-1, i _ � .. - J�1E�,��+'JT entrance over time. _. STLSI r,.M,1,Tf ATT",.': Cavities within corners and headers of frame walls 7 c^; ' '�' 1 "' `` _ �'�` '� $' _ - - 4---' �--- The unction of the foundation and i• ,,, E,I,¢�,O»S,,`„�„ + ,� � �; �! � ~- • • j sit[plate shall be shall be insulated by completely filling the cavity I s. c,l ��. t7.^h� _„ -,., sealed. with a material having a thermal resistance,R- i,ti_L ,t0 Tt.,... - - Walls Thejunction of the top plate and the top of exterior value,of not less than R-3 per inch.Exterior building walls shall be sealed. thermal envelope insulation for framed walls shall ' ' Knee walls shall be sealed act and continuous MIr". "`t':"- " 'i�= _i�Yry �;`P' - �— ER, ^ N alignment with the air barrier. i ` .� �l�+ be installed In substantial cont -- E�;;;fo'�lyl DC ` - r Insulation installed in a knee wall assembly shall be 3 r►. _ ,,—,,,;.,. .'t~ ;'•,_— EKTER`DR INSULATED WALL Y SL� ,jl r.«,,,,..,,,.....=1., Knee walls shall have an air barrier between condi- installed in accordance with Section R402.2.3. ``..�, ,yrt`„_l--i,�. Knee wall tionedandunconditioneds ace p Air-permeable insulation shall be enclosed inside p .• v.',,, i L' - ' -,rnm,-. -,..• yr � + ,, ,..._ ._.__._. ..- ......._.. , . .. _ _ ... ...... _._ an air barrier assembly. - PLAN OF INTERIOR PIPE / T" "a rough opening gap between framing and the Insulation shall not be required in the rough open- Windows, frames of skylights,windows and doors,shall be ._._._...___._.,.. ___. ., ..._ ! r -" y Windows skylights and doors in a except as required b the fenestration I -� ...... - .!•ter +M _ seated in accordance with fenestration manufac- I �� � FI*.�'� __ .. —_.__.____.. _s . _ _._ __-I- _ -: CHIMNEY ENCLOSUREmanufacturer'sgg p p q Y turer's instructions. instructions. .,--., +1-T �, I SCALE: NTS •_�_i.>=�..� °' ° ` g � Rim joists shall include an air barrier. Rim joists shall be insulated so that the insulation Rim joists The junctions of the rim board to the sill plate and maintains permanent contact with the exterior rim the rim board and the subfloor shall be air sealed. board.b ' - " T ► *- - Floor framing members that are art of the building I _ _ � g p g j-',_--:.: . I ;"°r �.a',:.'� thermal envelope shall be air sealed to maintain a _ ..............= -� Floors,including cantilevered Floor insulation shall be installed in accordance r continuous air barrier. _ r•,�,r r r• / - _DTI ALC�: E floors and floors above garages with the requirements of Section R402.2.8. SECTION THRU TUB ��• ! � -v�u�:�,.- ' ! � Air permeable floor cavity insulation shall be +'$ i P enclosed. xi . SCALE: NTS , u + a I -��—�-��-�- Exposed earth in crawl spaces shall be covered with SECTION THRU INTERIOR AT Ek' tF`'0p 7,`ALL PR,OR _ Crawl space insulation,where provided instead of a Class I vapor retarder/air barrier in accordance floor insulation shall be installed in accordance TO IPA:tr+ ,R NALLASSR.._ , with Section R402.2.11. !, -` with Section R402.2.11. FIREPLACE ENCLOSURE _ Penetrations through concrete foundation walls ' -+ Basement,crawl space and slab Conditioned basement foundation wall insulation y foundations and slabs shall be air sealed. shall be installed in accordance with Section SCALE: NTS 7 Class 1 vapor retarders shall not be used as an air SECTION THRU CANTILEVERED �' barrier below-grade walls and shall be installed R402.2.9.1. ,/ l in accordance with Section R702.7 of the Residential Slab-on-grade floor insulation shall be installed in 0 Code of New York State. accordance with Section R402.2.10. FIREPLACE ENCLOSURE Ir•jTERIORR Duct and flue shafts to exterior or unconditioned SCALE: NTS space shall be sealed. Insulation shall be fitted tightly around utilities Shafts,penetrations Utility penetrations of the air barrier shall be passing through shafts and penetrations in the `�._. N!4 LPLUt`,5I►;!`7'.r - caulked,gasketed or otherwise sealed and shall building thermal envelope to maintain required R- I ItiTCR+4M.'i ALL I allow for expansion,contraction of materials and value. i.r.....`Y•.,..,..c.. .i.•r,..,i .a ,... .....,iJ mechanical vibration. Batts to be installed in narrow cavities shall be cut ' Narrow cavities of 1 inch or less that are not able to to fit or narrow cavities shall be filled with insula- Narrow cavities I be insulated shall be air sealed. tion that on installation readily conforms to the spat r�r available cavity e. �..i!i'u.lir1,IGtI F;iT^�ijji .'j"'�l»:;_I.^�i' �l & " -'1'1:.''r LPMER EU i~I%Gn P+-_QJ E Insulated portions of the garage separation assem- ,� Air sealing shall be provided between the garage {_tl I , IC'�ULfiT= EXTER, �It++��� Garage separation and conditioned spaces. bl shall be installed in accordance with Sections j `r'` II;T:=1C�'a:FTi:aC �cc - I - R303 and R402.2.8'. C{'I',Tft::J01;; act+� L�= ' FAA!".�JIT f- _ �,,:th:y^= '" '- PP'�,'.+""IE"',T�F`!JR SuC .��i Recessed light fixtures installed in the building ther- Recessed light fixtures installed in the building ther- I VERTICAL SECTION THRU CHASE n E:a:zF':1R;'�'+! PRIC'= Recessed lighting mat envelope shall be air sealed in accordance with mal envelope shall be airtight and IC rated,and tr` ASSE _y Section R402.5.4. shall be buried in or surrounded with insulation. SCALE: NTS Insulation shall be installed to fill the available -- Plumbing,wiring or other All holes created by wiring,plumbing or other space and surround wiring,plumbing,or other TLCLtd» J,IC'F, ;, obstructions in the air barrier assembly shall be air obstructions,unless the required R-value can be + obstructions - � I w;;'A ;T�`I+�� rI�C/•TI.`i; ---�-.�,�,,��_�,:��:_?�s1.»` ! I + $ + � i• •. , � sealed. met by installing insulation and air barrier systems rnl _� y _ _ completely to the exterior side of the obstructions. f�4'• (;1� +F,;l r:+�11'T►+.,�I $,.+ _ I�,�`,� _. � ,jILI'.Lr\� Ili[I,I' +Ii.0 '•i'n Ll. L..rl'�i�f i f'�II i EtSi�L;;S;,;E -� �r'�;eF, =�I� ,.`'R L" CEP.E�C'�•+� +�5h�-'a�' COt,llTlt"�';". C�1 -7 Alta A. _ Showers,tubs and fireplaces An air barrier shall separate insulation in the build- Exterior framed walls adjacent to showers,tubs and '! EltT cn uF�'r:+,:LCd. :N SJT!'i.::, ' adjacent to the building thermal ing thermal envelope from the shower,tub or ,.', fireplace s shall a insulated. ` envelope fireplace assemblies. f" epl e h Il b d "°•'�4- VERTICAL SECTION THRU TUB CHASE ° :: i �E�r��#+ uc+t, 4��, �� _ I Qt q_ -- -.. I Boxes,housing and enclosures that penetrate the air barrier shall be caulked,taped,gasketed or SCALE: NTS `' j - otherwise sealed to the air barrier element being Electrical,communication and penetratedt boxes, d enclosures shall be buried in or w, erequipme xes,housings All concealed openings into the box,housing or surrounded housing insulation. oth n +—W"'XI fF.�''d� '° I 4 and enclosures enclosure shall be sealed. ;:.%-0,J F ^n .r ` _t. • �,• '� [;�:F.,f�iG'`��4 `"" Alternatively,air-sealed boxes shall be installed in Y, A' ^.A i`l.cr,,�G.r.rK-7 ��.�• ".�• F,.�I,l _ accordance with Section R402.5.5. �• .} 1• .'.-__'___. {._.......__�_._,�,._.._.....,.._.._...., I 1..,, �,t�11II yIJ d�U4✓.�la 4L.w.�1j ti , -�• -=--� -- -"-�-'�'•-�••-�-�`'' =�= -�� • ' ' �`:�, HVAC supply and return register boots shall be HVAC supply and return register boots located _ HVAC register boots sealed tot e subfloor,wall covering or ceiling pene- within a building tl ermal envelope assembly shall _.r • - + t -__.. y m �, trate by the boot. be buried in or surroun e y insulation. - Ell c+>I•„ F.."!! Where required to be sealed,concealed fire sprin- klers shall only be sealed in a manner that is --i.;�JL�TEtr ..: �... TO THE BEST OF MY KNOWLEDGE, BELIEF AND ! r=i �� ;='R;; `++ r recommended by the manufacturer.Caulking or PROFESSIONAL JUDGMENT SUCH PLANS OR -?Y4 ?LCF1.Td \;,�•. __ Concealed sprinklers other adhesive sealants shall not be used to fill `L r` SPECIFICATIONS ARE IN COMPLIANCE WITH ,—Ttr.ti',�?.?';tK ,., .., ;,, t:, , voids between fire sprinkler cover plates and walls THE ENERGY CODE. I NEARBY CERTIFY THAT THE SECTION TIHRU BUILT IN BENCH DUCT -- - tht'`i '`' U''II �-''`/' " - �� ,, tI�S''M�_Ih'r:F_,"+rF or ceilings. PROPOSED THERMAL ENVELOPE FOR THIS PROJECT SCALE: NTS SECTION THRU SHOWER Tyr " -� } SHAFT rJU'—r Lt'.K WAS DESIGNED BY MYSELF OR UNDER MY DIRECTION. p - SCALE: NTS -' SFCTI'0N TF'PU STAIRWAY SECT101 TFRU WALL SIGNATURE/SEAL: SCALE: NTS STAIRWAY WITH UNCONDITIONED ELEM RIu VliRE SPACE BELOW SCALE: NTS _ �SEo H�� G?v A LJ TOP UTE - * ° ��;;_ Z lJ7��.H IFr+,�.I f:�.F.i• FFCr.,•,t f" t tt;riT T„ ,I. a�J,t _ 1AAlrr0.1)lr 4�,.,�;. �►w: ' PA , ; r ( hr'i+ AT?.!; It:`'�>U*,Tp.�t; - ,_ - MyJr:1,IJ41 . EXPANDIN 'FOA11 SEkAN I �,T;c ti?'.tc, r.,F ,.$� / �} "Y �4684$ �O T PLATE i I { --- -- - -... .:_� .�1h4 FP�'��� ��� y JFNTI,..Ja FwC (S FoF NE`N P AT -F OO � �r� +�O'Ji`•�JOUS E" O� EXP�l�';DIh;G FON�,1 "LL STUD �(r" V ..__._..-_..,m„,._..._,. ly�r`ln+ - '!SV'..+-.+FR"1#� 'OF r.. _ E SOr-1T 5E1�!rlN T , r. ,___.._� _ A.SSc',1���` : �', `� �' OFFICIAL PLANS ARE DULY SIGNED AND r � 1+ '1+ `� ,• r ---- SEALED AND BEAR RED-INK SIGNATURE 4I +� " __ _-.__.._� 'd;DEr1 Fart" SOFF T I Fr y''r vr:It,;Ep';F,S-IEt,-.J1t, ��ritSTl�D � I r ! E'- i4r � �, t j 1 _ •��4 t�'I � w �,liwr1.41� r-A55c�r_'r' floLUMEN ARMITECTURE. ' t x='MJO-t+; iCAk, SFAI r�;T AT F'T7V_TTF M',ILE IIJEEE I S,Er"F!% i3_h� ,1F .,r/":L. t, a I �I R k 2 Windemere Court F' ,. '' r�TE:I(icF.�4��,tr�L_ + O rl i-A!_L 'Hil %%'j - pt;zl+Cl n, - 11972 TO SJT-a" ..�., Y _ OF " -.--s' Phone 631 874 2925 C. .;�,�,��,,,y-��, P.O.P 0 Box 169, Speo ,N Fax: 631-874-7377 OWF!Ir iS HA3 adam@delumenarchitecture.com r7F SEtiUNT PIPE PENETRATIONS WIRE PENETRATIONS PRE BUILT RECESSED LIGHT - Air Sealing Details L4 SCALE: NTS SCALE: NTS SCALE: NTS ECTION THRU PLUMBING SOFFIT SECTION THRU DROPPED SOFFIT WITH SECOND FLOOR ABOVE WITH SECOND FLOOR ABOVE Date: January 1, 2026 SCALE: NTS SCALE: NTS Scale: As noted D2 �I I THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING Plate nail-16d 0.135"x 3%" Load bearing or braced/shear,wall 1Y2"round holes may be JOIST DETAILS ( ) above(must stack over wall bellow) Load bearing or braced/shear wall above cut anywhere in web Plate nail, 16d(0.13!5 x 3Y2') at 12"on-center 9 Plate Hall, 16d(0.135"x 3 Yz") When sheathing thickness exceeds 7/8", Blkocking panel:1Y8'TJ*Rim Board, (must stack over wall below when present) i - ® outside of hatched zone if at 16"on-center at 16"on-center g 2x stud wall at Floor panel nail- 1 '1' 1 „ e LOWAB LE HOLES TJI Joists the are located 3"away Blocking panel: trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2/2")at 6"on-center TJI or 1/z TimberStrande LSL or wall load bearing Y Y 1 ® Web stiffener , TJIIe�OiSt wall above Min.distance from Table A Min.distance from Table B horizontally 1/8"TJ Rim Board, 1Y4'oir Plate nail-16d(0.135"x 3/") Blocking panel: (edge-to-edge)from a 11/2'TimberStrand*LSL or required on both * Web stiffeners required on 2x4 minimum Web stiffeners 1Ya"TJ*Rim Board, DO NOT larger hole. at 16"on-center both sides at A3.4W ONLY squash blocks required each side 1Y4"or 1/z TimberStrand LSL cut or notch flange. TJIe joist sides at A2W ONLY Sheathing q q 1 " Floor panel nail- e. 8d(0.131"x 2Yz")at 6"on-center" boundary nails, at B3W ONLY or TJI foist • 8d(0.131"x 2%") 1Y4"or 1 Y2' - %n o°9 Web Stiffeners required at 4"on-center TimberStrande yls" Web stiffeners 6" 0 t 6 9J 6" Rim-to�oist q LSL rim board. required on both nail each side at A3_W B1 B1 W , I' Toe nail-10d(0.131" o; sides of both joist 6" L, 2 x D, D, Closely grouped round Lp 2 x Lz D2 6" 6" Toe nail, Toe nail, ends a minimum- � �� 1Ya"TJ*Rim Board, When sheathing - e d t B4W ONLY No Feld cur minimum holes are permitted if No field cut Do not cut l Od(0.131"x 3") 10d(0.131 x 3") (A3.1/A3.1 W only) thickness exceeds 7/8", 12" x 3")at 6' on-center at 6"on-center at 6"on-center 1Y4'or 1 Yz"TimberStrande LSL. trim sheathing tongue min. Web stiffeners required DO NOT holes in (applies to all holes the group perimeter holes In holes larger on both sides at 61 W n o joists at parched meets requirements for hatched TJI®rim Dist at rim board cut rein orcemenl tever except knockouts) e4 q than clever centerline zones round ors ware holes. zones cantilever Web stiffener ) and 132W ONLY of support Toe nail-10d(0.131 x s") Table A - End Support required on both Must have 1314"minimum Install proper blocking to Blocking panels may be required at 6"on-center P P 9 9 P Y q sides at Al W ONLY joist beairin at ends.Attach * support all panel edges B2 B2 Blocking panels may be requiired with braced/shear with braced/shear walls above or Minimum distance from edge of hole to Inside face of nearest end support Al Al W* CA2 A2W' g Ppgwalls above or below-see cdetail B1 below-see detail B1 JasT ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE rim joist,per A3 detail. TJI* *For additional installation specifications sea Rim Board Details ands Installation in A3W A3.1 A3.2 A3.3 *For additional installation specifications see Rim Board A3.4 A3.4 1k DEPTH 2- 3- 4" 5" 6Y2" 7" 8%" 11" 13" 2" 3" 4- 5' 6Y2- 7- 8%- 11" 13- For O O y W Nail through a cantilever,wood backer and 110 1•-Ir 1'-6" 2•-0• T-0^ 5•-0" 1-0" 1•-6- 2,-6• T 4,-6• Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-90LD1. Details and Installation in Weyerhaeuser Guide 1Ya"TJe Rim Board or 1Ya"or 1Yz"TimberStrande TJI*joist web with 2 rows 10d 0.148"x 3" - Blocking 1 ( ) yY=„ 210 r-o• 1'-s" z'-s" s'-o" s'-s^ r-0• r-o• 2'-s• a•-o• 5•-0• forFloorand Roof Framing,TJ-9001. LSL.Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 230 1•-6• z•-0" 2-s" V-6' 5'-s• 1•-0• z'-o• 3'-0• a•-6- 5•-0• top and bottom flange.Nail to blocking panel with Use 16d(0.135"x 3Y2')nails with 3Y2'TJI* 360 1'-6• 2'-0• T41" a'-0• 6-0" 1'-6• 2'-0• T-6• 5'4r 5-6" connections equivalent to floor panel schedule. joist flange widths. seo 1•-6• r-s• v-6" s-0^ T-0- 24r 3'4r W4r V-s" 64r 6'-0"length of TJIe joist 8"diameter maximum hole for 117/"- 1 ® 1 „ e 110 1'-0• 1'4r 1•-s" r-o" 7-6• T-0• s-c 1-4r 1'-s• Z4r z•-s• a'-s" 51-0• 64r 1/8" N Rim Board 1.1 1" T TimberStrande 210 11-0- 11-6" no- 7-0" T-o" T-s• 6'-0" 1•-0" 1-6" 2-r 3-0• 5'4r V-6• V-6• reinforcement and filler 16"deep blocking panels; p diameter LSL.Nail with 10d 0.131"x 3' nails, 11'/a" 230 1%(r 1•-r 24r 2-6• 34r T-6• 6-6" 1'4r r-o• 2•-6^ T-6" 5'-6" 5%6" 7'4r 4'-0"length of 8"diameter maximum hole for 117/8'- block.Use 4'-0"length maximum for blocking panels 9Y2' ( � Attach reinforcement to)oast reinforcement 7 * one each at top and bottom flange. with one 8d(0.131"x 2Yz") 8' diameter maximum hole for 16"deep blocking panels;6"diameter with 9Y2'and 11/8 TJI deep or shorter than 12"long. 3so 1••6• r-0- 3'-0" 3•-s" a'-s" 5•=0•• 7•-0^ 1'-6^ r-0" 3'-s" a'-s^ s'-s• s'-s• 7•-6• on one side at E2, joists. Do not cut flanges. Attach reinforcement to joist nail at each corner F1 applies to 560 1•-6- r-6• x4r a•-o_^ 6-6- 6'-o' e•-o^ 2'-6- T-6" 4-6• s-6• 7-(r T-6" 8%0" maximum for blocking panels 9Y2' 1 g with one 8d 0.131"x 2/2) Horizontal blocking unf Darn/ ~ o" Web stiffeners 117/8'-16"deep blocking panels; both sides at E3 ( 1 ' 110 1'-0" 1'4r r-0- 1'-0• r-6- 2'-0" 3•-o• s-6" r-o• r-0• r s• z-0• 3-s• a o- s-o• e' deep or shorter than 12"long. nail at each comer g y 210 1'-0" 1•4r 1•-0" r-s• r-0" z•-6• T-6• s'-o" r-0^ 1'-0• z•-o• r-6• 4'-0" a•-6" V-6" 8•-6- Load from above required on both 6"diameter maximum for Do not cut flanges. IV'TJ*Rim Board 1Y4'or 1Y2 panels between each loaded joists 14 230 1•-0• 1-4r 1 - . 6• 6" T-s• 44r Tor r-0• 1W 2'-0• T-O" 4'-°" 5•-0• T-0' s°-o• :fides at E1 W ONLY blockingpanels 9/z"deep or ( ® ) 12"length of 3/4' connections equivalent to Wood w v y sso 1-0• 1 °• r o• 3 0• a s• s'-o" s s s-0" 1-0• 3-0• a-0• 5-0^ 7-0" 7-6" s'-o" t° P P TimberStrand LSL.Nail with joist.Nail to to late with only. 360 r4" r-(r 1W r-6• 3•-6• 44r 5'-6" s•-o• r-0• 1'.s• s'-o" s s• s'-o• °.-s" shorter than 12"long. 10d 0.131"x 3' nalls,one AA to - -o" Y16" Do not cut flanges. IV'TJe Rim Board or 1Y4"or 1Yz' each at top and bottom flange. reinforcement on floor panel schedule. backer �a'ti`�eae� o0"I 110 1'0 r-o• r o- r o^ 1'-0" r o~ r o^ 3'-0~ s o" r-0• r o• r-0" r s• 3-0^ 3-0^ 5-s" r 6. 1a-0^ TimberStrand LSL. Nail with 10d one side at E5, 3 es o� as 210 1'-o" 1'-(r v-o" 1'-0" 1'-0" 1•-s• 2'6" 3's" V4r 1'-0^ 1'o' 1'D 2'o' 3'-0• 12"length Of/q C� gt \Da 16^ 230 1'0^ 1'-0' 1'0• 1'-0' 1'6' 1'6' 3-0" a-0• T-0" 1'-0• r o• r-0• 24r T-6• 4•-0• 7-°• 9"-0" tr-0• (0.131"x 3")nails,one each at Attach reinforcement to both sides at E6 ��ti \eJ cR` top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side �ri`�9�r l°��\o sso 1-0• r tr 1 0- r-0• r-s• 3-0• s-0^ 7'-6- 1tr-0" v4rV-W r-0^ a-D- 3-4r S-s- T-6- 1V-o•• WA)- 1r-6- II 10d(0.148"x 3")nails at 6" blocking between at E7,both sides at E8 F1 \e Attach reinforcement " on-center,clinched.Use 2 each joist 4" 6" T' 8" 10" 12" 14'/4" W/4• 4" 6'• 7- 8" 10" 12" 143/4„ %6/4" 2x4 minimum A �:E)7Less than 5" 360 1•-°• 1'-Q" V4r 7-0" 4'-0" 5•-6" 9'-6^ 1•-0^ T-W 4'-6• 6'4r 10'-(r 11'4r 1S-6• i to joist flange with li to rows with 9Y2'and 11%" Less than 5" E8 1e" squash blocks 1 * A" 8d(0.131"x 2Y2')nails at 6" a+ TJI*joists. s60 1'-0" 1'-0• 114r r-0• 4'-6" 7•-0" W-s' 24r 54r 6'-6" 8'-0• 11'4r 12%(r I C-(r 1/8"TJ Rim Board or •��� on-center.When reinforcing E5 E6 Gap*: WEB STIFFENER ATTACHMENT 20„ 3so 1•-0• 1•-0• 1'4r T-o' 2'-0- 44r Tor la-0" 1'4r 1•-s• 3'-0- 4•-6" e•-0• 11•-6' 13'4r 15-6^ CS Use 2x4 minimum squash blocks to IYa"or 1Yz"TimberStrande LSL. Face grain a+� Ys"minimum seo 1'-0" r-0• 1'4r r-0" r-0• a•-s" s'-6. 1r-0" r-0" 3%6" 5'-(r r4r 10-6" 1T-0. 14-4r 15-s•' to both sides,stagger nails. 2%4'maximum transfer load around TJI® oist Nail with 10d 0.131"x 3" horizontal E4 " ® - j ( ) Not for use with 31/2 TJ/ foist flange widths 1" C_1 E1 nails,one each at top and E2 E3 (1Y2'for TJI' Nailing: Table B - Intermediate or Cantilever Support bottom flange. Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support g EXTERIOR DECK ATTACHMENT Option#1: 560,560D) See table below. A I subfloor TJI*joist blocking with end JOIST TJI• ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE PP Y Web stiffener both sides. DEPTH Structural exterior sheathing blocks installed at Y3 joist-span r 3" 4" s- sY:" 7~ s�i," 11~ 13" 2" 3" a" s•• 6Y=~ T• e�/e• 11f•• 13" adhesive to all See table below. *With point load from above,and no support Double TJI'Joist Filler Block: Flush bearing plate required. Flashing locations using p° pp Han erhei height must g contact surfaces g below,install web stiffener tight to top flange 110 z'-o" T-s• T-6• 4•-s• T-s^ 1•-6" r-6" 3•-6- 5'-6" 6'-6- Hanger 9 Hanger Backer Block:Install tight Maximum Ya' overhang two 8d 0.113"x r " earn inimum of 60°r, Attach per the table. ( /z r Tight fit (gap at bottom flange) eye~ 210 2'-0" r-s• 44r 6-r s-o" r-0" T-rT-W a•-o" W-6" T-r of Dist depth Nails shall be driven from to top flange(tight to bottom permitted at beam. Treated 2x nails or 23o z•-s• 3•-0• a'-o• s'-s• 8'-s" z'-o• 3•-6• a'-s^ s'-s• 7•-6• 1 P n NailingRequirements flange with face mount hangers). ledger sQa 211/"screws, Depth Minimum Web q sso 3 0- a'o- 5 s• s-s• 9 0• 3-0• a's- 5'-s" 7'6" s-0" alternating sides.Clinch nails Clinch nails when possible. g ors\ z typical TJI*Joist Series in.) Stiffener Size Type Number Nails 560 3•-6• 5•-0- V-D- T-6" ly-o" a-o• 5'-6" T-6" a'-o• 9'-0" when possible. See fastener , ® '\ �P ( ) yp 110 r-o• 1'-0- 1'-s• r-s" a'-°- 4'-s" a-s• r-°- r-s- 7-6- 4-0" 7'-0" t-°" 9'-s" table below.Maintain 1/s"TJ Rim Board or 1Ya" g Q�ca End Intermediate or 1Y2'TimberStrand* LSL. 110 All 5/"x 2516"(�) 210 r-0^ r o- r o- 3 0^ a s• 5'-0- 9'-0• r-o- r-0^ 3-0" a s" s-o" s-o" 10-0^ 2"distance(minimum)from 210 All 3/4'x 25/8'(I) 8d 117/s~ 230 1- 2'40' 2'-6- T-6• 5'-(r 5'•6• 10`4r 1'-0" TO mount 7 5 m (0.113"X 2�") 360 2'-r 3'4r 4'4r S-6- T-(r T-6• 11•-0• r-0" T-6" 5'-0" T-0" 9'-6" 9•-6" 111-0" P edge of ledger to fastener. Option#2: 230&360 All /8 x 2/8' 3 3 560 1'-ir T-o" 4•-6• 5•-6" 8•-0' e•-6• ino" T-(r C-6" V-D- a•-0" 101-6" 11•-0. 1r-o• hanger ,• ; Fastener Allowable Load(2)(lbs/bolt) 2x strapping installed at Y3 16d 110 1'-o" v-ol 1'-0• 1'-0• 2'-W T- 4'-6" 8'-6• 1'-0• 1'-0" 1'-0" 2'-6" 5•-0" V-W 9'-0" 17-T Face mount \Backer block Y2'Through bolt joist-span locations using two 560 All 2x4R' „ 210 r-0- r-0- 1-°• 1'-(r 7-6- 3-4r s-6- 9'-6- r-0" r-°• r-D- 3'-6• V-0" T-o" 10'-0^ 1T-0" both sides of web Rim Board Material Y2'lag bolt Y2'Through bolt with Air Space 1 (0.135"x 3/z) 14" 230 1'-0• 1'-0" 11-0• 2'-0" T-6" 4'4r 6%0- to'-6• 1'-0" 1•-0" z•-s" 4-(r 6'-8" 7'-6" 11'-°• 13'-s" hanger 2/z screws per joist,typical with single TJI'joist 1%"TJe Rim Board(3) 480 695 18" 4 4 360 1'4)" 1%0" 74- T-B• 5'-6• s-°" e'-6" 12'-6" 1•-0• r-0" a•-0• 5'-s^ 9•-0" 1a-0" it-o" 14'-°• Web stiffeners required if sides of 1 Y4'TimberStran LSL 610 725 615(4) (Option#3: 560D 20„ 2x4m 16d 5 5 560 1'-0• V-D" 1'-6• 3'-s" 5'-6" s•-6• 9'-s" 13'-6" 1'-0- T-0" 5'-0" 7-0. 1°'-0" 11W 13•-6" 15'-0" q (3� 0.135"x 3Y") 6 11 110 1•-0" 1'-0" r-o• 1'-0• r-D• 1'4r 2-6" 5•-0^ 8'-s" r-0" r-0" r-0" 1'4r T-6" 4-6" 8-6" 11'-6" 15•-0" H1 hanger do not laterally support at S With top mount hangers,backer block required only H3 1 YZ'TimberStrand°LSL 675 725 [Directly applied ceiling 22" ( 3 ®. for downward loads exceeding250 Ibs or for uplift (1)Corrosion-resistant fasteners required for wet-service applications. 24"(3' 6 13 210 1%(r 1'-0• 1'4r 1'4r VV 1•-0' T-6" 6-0. 10•-0- 1'-0" 1'-0" 1'-0" 1•-6" 4•-6- 5'-6" W-0. 1z•-6- is'-0" O least/"Of TJI joist top flange P PB1 When specified on the(layout one of W 16" 230 1'4r 1'-0- 1•-0- 1%(r 1%6" 2'-0" 4'4r 6-6. 11'-0" 1'-0" 1'-0• 1'-0" z•-6" 5'-0" 6%0" 1°•-6" 131-6. 16•-6" LA 2 Allowable load determined in accordance with ASTM D7672. O O 1 PSI or PS2 sheathing,face rain vertical conditions.For nailing requirements see page 5,TJ- O ( ) ( ) 9. 9 360 1•-0• 1'-0• 1•-0• 1•-0• 3•-0• 4•-0• s•-s" 10'-0" 137-6• 1'-0" 1'-0" r-0" 4•-0^ 7•-s" s•-s" 13•-0" 14•-6" 1T-0• 9001,Weyerhaeuser installation Guide for Floor and (3)1Y8'TJe Rim Board is allowed with joist depths<_16"only. the bracing options abmve is required (2)Construction grade or better sso 1'-0 1'-0• 1'-0• 1'-0• 2'-6- 3-6• T-0• 11'o- 15'-D• 1'o^ 1'-0• 3's- s'-0' 9'-0" 10'-0" 14'6" 16'-0" 18'-0' Roof Framing,TJ-9001. (4)Maximum Y2'shimmed air space. (3)Web stiffeners are always required for 22"and 24"TJI'560D Joists ,„ , , „ , " 4" 6" 7" 8" 10" 12" 14/4 16/4' 4" 6" 7" 8" 10" 12" 14/4 16;/4 BEAMDETAILS FASTENING of FLOOR PANELS 360 1'-0- 1%0- 1'-6- 3•-0- 6%o• 9•-0• 14'-6^ V-0" 4%0" 6%6" 9'-0" 14%6" 16'-6. 19•-0" Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 18" 560 V-0- 1'-0• 1'-0- 2'-0- s-o- 10'-°" 16-6• 1'-0" V-0" 8-6" 11•-6" W-6" 19'-D" 19'-6" TJIe(1)(2) Rim Board 13/4. TJIe Joists 110 210 230 or 360 360 560 560D 360 1•-0- 1'-0" 1%(r 1%Ir 3%0" 6•-0" 1T-o• 15•-0" 1'-0" 1'-6" 4'-0" T-0. 12•-6• ts•-s• 19•-0" 20?-6" BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and Iye TJe TimberStrande LSL TimberStrande LSL Microllame Pearallam° 20~ 560 v-w v4r 1'-(r v-o• 1'-6" 5'-6" 11-T 15'-r 1'4r T-O" V-W V-s" 14'-0• 171-V 19'-0" 20's" and 230 560 Rim Board 1Y4' 1Y2' orwider LVL PSL Depth 9Y2''41%" 14"-16" 9Y2"-11%/ 14"46" 9Y2 117/a" 14"46" 18"-20" 117/e" 14"46" 18"-20" 22"-24" Rectangular holes based on measurement oflongest side. BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL • Leave Y8'of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. 8d(0.113"x ZY2'"),8d(0.131"x 2Y2") 4" 3" 6" 4" 3" T 4" 4" Filler Block(1) 2x6+%" 2x8+3/8' 2x6+Yz" 2x8+YZ" 2xl2+Y2' Two Two Two Four 3/4'x IS'1�"TJe Rim Board or Strap per code if tops plate 2x6 2x8 • Tables are based on uniform load tables in current design literature. 1 „ 1 „ * 10d(0.148"x 3",12d 0.148"x 3Y4") 4"(3) 4"(31 (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located 1/4 or 1/z TimberStrand is not continuous over ) ( 6' 4' 3" 3" 5" 4" • LSL or blocking for lateral header 16d(0.162"x 3Y2') 6" 6" 16"(4) 6"(5) 6"15) 6"(6) 8"(4) 6" Cantilever Filler 2x6 2x10 2x6+3/8" 2xl0+%" 2x6+Y2" 2x10+Y2' Not at the center of the joist span provided that no other holes occur in the joist sheathing sheathing sheathing sheathing Not applicable support (1)Stagger nails when using 4"on-center spacing and maintain 3/s"joist and panel edge distance.One row of fasteners is permitted(two at atbutting (Detail E4) 4'-0"long 6'-T long 4'-0"long 6'-0"long 4'-0"long 6'-0"long applicable panel edges)for diaphragms.Fastener spacing for TJI'joists in diaphragm applications cannot be less than shown in table.When fastener spoacing for Baker Block(1) ALLOWABLE HOLES - Headers and Beams Strap per Code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJIe joists. 5 „ 3 „ 3/4" 7 " 7 " 3 " late is not Continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least 1/2"and staggered. (Detail F1 /8 or/a or/s /s or 1"Net 2x6 2x8 2x12 Two/a x 15" "55E TimberStrand®LSL Headers and Beams "- P � • , orH2) sheathing over column (3)With 10d(0.148"x 11/2")nails,spacing can be reduced to 3"on-center for light gauge steel straps. 2 x diameter of the Top mount 4 Filler (0.131"x 3 2") largest hole minimum ( )Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1Y4'(to minimize splitting). Nail Size (0.131"x 3") 9 (minimum) hanger Backer (0.131"x 3") (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1Y4'(to minimize splitting)- 13 depth Protect untreated Allowed hole zone Column Face mount (6)Can be reduced to 3Y2'on�enter if nail penetration into the narrow edge is no more than 1Ya"(to minimize splitting). Filler 32 50 hanger wood from direct ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings superseede Nail Contact with recommendations listed above. Quantity(2) Backer 15 concrete ■Maximum nail spacing for TJIe joists is 18"on-center. 15 15 i O O , L1 L2 L3 See current Weyerhaeuser L4 (1)If necessary,increase filler and backer block height for face mount hangers and maintain Ye gap at top of joist;see detail W.Filer and backer block - ---------- ----0 14 ga.staples may be substituted for Sd(0.113"x 2Y2)Wads if minimum penetration of 1"into the TJI joist or rim board is achieved. dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). 1.55 E TimberStrand*LSL O 0 0 literature for framing connectors , 3 „ 4 ■To minimize splitting,maintain edge distance and row spacing of 2/x nail diameter or/e,whichever IS greater. (2)Clinch nails when possible. Headeror Beam Ma>amum Round ■Nailing rows must be offset at least Y"and staggered. ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide f:or Floor Depth Hole size and Roof Framing, TJ-9001. 9Y4"-9/2" 3 Multiple-Member Connections for Top-Loaded Beams Joists must be laterally supported at 8" 8" 11Y4'-11 3/e" 3%' Fastener Installation Requirements cantilever and end bearings by blocking 14"-16" 45/8" Piece #of Fastener TJI®joist floor framing does El panels,hangers,or direct attachment to General Notes See illustration for allowed hole zone Width Plies (') a rim board or rim joist. Type Min.Length #Rows O.C.Spacing Location When fasteners are required on both not require bridging or • Allowed hole zone suitable for headers and beams with uniform and/or concentrated loads anywhere along the member. BEARING AT 10d nails 3" 3m sides,stagger fasteners on the second mid-span blocking • Round holes only 12 side so they fall halfway between BI COLUMN 2 12d-16d nails 3 Y4' 2m One side fasteners on the first side. • No holes in headers or beams in plank orientation. • Screws 33/8'or 3Y2' 2 24" HZ 1 c nails 3" 3(=' 0 Al Other Trus Joist@) Headers and Beams 12" Both sides Rim board joint 12d-16d nails 3 Y4' 20 DO NOT bevel cut joist E2 between joists Microllam LVL DO NOT cut notch or drill 3 beyond inside face of wall. 1 DO NOT overhang seat cuts 1.3E TimberStrande and Parallame PSL holes in headers for beams 13/4' 33/8'or 3Yz" Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y3 depth except as Indicated in Screws 2 24" Load must be applied evenly across 5" One side entire beam width.Otherwise,use face of support member, largest hole(minimum) illustrations and tables. Verify column capacity 10d nails(') 3" 3(=) One side connections for side-loaded beams. and beam bearing 12" (P Fly) __ L5 length.See current 4 1:2d-16d nails(') 3Ya" 2n' er I _-_-- d i Weyerhaeuser literature. 5"or 6" Both sides ° ------ O ° Screws ° 2 24" Multiple pieces can be nailed or bolted together to CS 6%4' One side L6 form a header or beam of the required size,up to a TJI'rim joist Microllame LVL and Other Trus Joiste Beams 5"or 6" Both sides maximum width of 7" IV'TJ*Rim Board or Parallame PSL 1 Screws 3 2 24" O L3 1Y4'or 1 Y2 TimberStrande LSL. allowed hole zone Depth Hole Size D ARC+ 3/z' 2 6/4 One side Header or earn a>nmum Dun �"bolts 8" 2 24" - A2 middle Ya span 4'X' 3" (1)10d nails are 10.128"diameter, 12d-16d nails are 0.148"-0.162"diameter,screws are SDS,SDW,USP WS,or TrussLOK* L1 d 1.3E TimberStrand® LSL allowed hole zone d 7y4%29' 12" •F d PSG A COLUMNDETAILS (2)An additional i row of nails is required with depths of 14"or greater. BI HI See illustration for Allowed Hole Zone * a s z (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes • Allowed hole zone suitable for headers and beams with uniform loads only. B2 • Round holes only N�`. - BEAM ON • No holes in cantilevers. `Y_ 04684a COLUMN CAP NAILING AT BEARING (FLOOR) L5 B3 • No holes in headers or beams in plank orientation. TJI®Joist t(o Bearing Plate Squash Blocks to TJI®Joist , CS �Op NE`N 1Y8"TJe Rim Board or (Load bearing wall above) " 1 Joist may be shifted up to 3"if Use B1 or B2 at WARNING 1Ya or 1/," TimberStrand*LSL. One 10d(0.128"x 3") Op floor panel edge is supported B4 intermediate bearings One 8d (0.113"x 2Y2') nail into each flange and span rating is not exceeded. Joists are unstable until braced laterally nail ealch side.Drive Do not cut joist flanges. with load bearing or Bracing Includes: nails at an angle at braced/shear wall • Hangers • Rim Board • Rim Joist P1 _ least 1%"from end. Plumbing Drop from above • Blocking • Sheathing • Strut Lines OFFICIAL PLANS ARE DULY SIGNED AND End ofjoists SEALED AND BEAR RED-INK SIGNATURE at centerline 3%"minimum of support ' COLUMN BASE 1%4"minimum end bearing intermediate bearing Also see detail BZ 0 l single-family applications applications 5Y4'may be required NLUMEN ANHITEffURE. for maximum H1 Shear transfer.Connections egluivalent capacity to floorlaanel nailing schedule • �� DO NOT walk on joists DO NOT walk on joists DO NOT stack building 2 Windemere Court, Rim to TJI®Joist I • ,' until braced. that are lying flat. materials on unsheathed P.O. Box 169, Speonk,NY 11972 As"TJe'Rim Board, TJI*560 rim Dist:Toe joists.Stack on over /NJURYMAYRESULT. ►Y Phone: 631-874-2925 Additional Dist is required if WARNING NOTES: beams or walls. 1Y4'or 1 Yz"TimberStrand*LSL. I j q nail with 10d(0.128"x 3'� floor panel edge is unsupported L4 orTJl*'110 rim joist: nails,one each side of P g PP O ,°" " ° \ � �� Fax: 631-874-7377 P2 One I Od1(0.131"x 3")nail into TJI*'Dist flange TJI*560 or if span rating is exceeded. ° - - Exterior Deck Lack of proper bracing during construction can result in serious each flamge j g ° ° LA Attachment DO NOT use sawn accidents.Observe the following guidelines: adam@delumenarchitecture.Com floor joist lumber for rim 1.All blocking,TJI*210),230,and 360 rim joist: , , Structural g,hangers,rim boards and rim joists at the end supports of the TJIe joists must be completely installed and properly nailed. board or blocking, 2.Lateral strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be 1 " INSTALLATION TIPS o 9r gt , � g y. One 16d (0.135"x 3/z)nail into ° sheathing as it may ELEVATED ° t shrink accomplished by a temporary u )must be deck(sheathing)fastened to the first a feet of joists at the end of the bay. Pre-Engineeredeach flamge. •subfloor adhesive will im rove floor erformance,but oCOLUMN BASE t ® P P after installation. 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist Install 13/4"minimum bearing With depths>16",use TJI 360 rim joist. may not be required. o Use only bracing with 2-8d(.0113"x 2.5')nails each joist and end support at 8 it on center(6 it for TJI 110 joists).Without this bracing, Top View buckling sideways or rollover is highly r g y g Locate rim board joint between joists. ° Safety bracing(1 x4 engineered lumber. 9 Y 9 Y probable under light construction loads-such as a worker or one layer of unnailed sheathin •Squash blocks and blocking panels Carry stacked Protect untreated wood ° minimum)at Von-center(6' 4.Sheathing must be completely attached to each TJIe joist before additional loads can be placed on the system. Joist I BEAM ATTACHMENT at BEARING vertical loads(details B1 and 132).Packing out the web from direct contact with See ALLOWABLE on-center for TJIe 110 joists)and 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. TJIF1OOr of a TJIe joist(with web stiffeners)is not a substitute concrete 1Yz"knockouts ° W3 HOLES extended to a braced end wall. 6.The flanges must remain straight within 1/2"from true alignment 1Y8"TJ*Rim Board or q g p 7.See www.wy.com/besafe for additional installation information. fors squash blocks or blockin panels. at approximately Fasten at each joist with -- 1Y4'or 1 Y2'TimberStrande LSL. 12"on-center two 8d(0.113"x 2Y2")nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for to cause cancer.For more information on Proposition 65,visit wy.comrinform. Details Optional plumbing or HVAC. P � Bearing plate to be P3 flush with inside face non-shrink See framing Ian(if applicable)or SUSTAINABLE rout Drive nails at an 9 P ( PP ) of wall or beam 9 One 10d 0.128"x 3" mail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop see detail). INITIATIVE A Weyerhaeuser,Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered ( ' g ' P g P( ' 0 Date: September 2020 side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser trademarks of Weyerhaeuser NR. ©2022 Weyerhaeuser NR Company. All rights reserved. pAWgmfia 13C[ Certfied Sourcing1Y2'minimum from.end end and intermediate bearing lengths. C�CiIiICIJJ """wsfiPf0Qf11`0fg Scale: As noted snamm September 2020 Reorder TJ-4015 D3 This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and/ the Deep Depth Trus Joist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information.