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Home My WebLink About52594-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT 41 SOUTHOLD, NY paµ 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#: 52594 Date: 01/06/2026 Permission is hereby granted to: Robert Thomson 43 Willis Ave Floral Park, NY 11001 To: Construct a new single-family dwelling to include an HVAC system as applied for per SCHD approval Premises Located at: 675 Pine Tree Rd,Cutchogue, NY 11935 SCTM# 104.4-6 Pursuant to application dated 11/13/2025 and approved by the Building Inspector. To expire on 01/06/2028, Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $3,pO28.50 CO Single Family Dwelling-New $100.44 Total $3,,228.5_0 Building Inspector �" Ae � TOWN of SOUTHOLD--BUILDING DEPARTMENT 0 Town.Hall Annex 54375 Main Road P. 0. Box 1179 Southold, NY 11971-0959 Telephone 631) 765-1802 Fax (631) 765-9502 hit . outho ��or Date Received APPL� CATION FOR BUILDING PERMIT V J For office Use only All PERMIT NO. Building' eto JAL-, Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an mm . Owner's Authorization form(Page z)shall be completed. Date: a OWN ER(S) OF PROPERTY: Name: SCTM# 1000-ff—�"—Y�A,2, m I i Project Addres � Phone# ' Email: µ Mailing Acl, ess CONTACT PERSON: Name: k. Iva Mailing Address: I1 LIC)'sL/ Phone#: Email: i� DESIGN PROFESSIONAL INFORMATION: Name.. 11 ti Mailing Address: z8.1 Phone#: r . �� E ma � w .&L'M .-h 0.62�4' CONTRACTOR INFORMATION: Name Mailing Address: insPhone#: — `-- �� Email: gL'�� '�lei/��'f'A'� � ��'�nu �w�"". � J 'q� 1)& ... _... ...... ................ k DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair O Demolition Estimated Cost of Project: oC►ther _ Will the lot be re-graded? es ❑No Will excess fill be removed from premises? ❑Yes /No 1 .......... .......... PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated.- Are there any covenants and restrictions with respect to this property? OY!e!s No IF YES, PROVIDE A COPY. .... . Row.40............ Check Box After Reading: The owner/contractor/deWgn professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold..Suffolk,,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section Z20.45 of the New York State Penal Law. Pao wiJOr Authorized Agent E3 Owner Application Submitted By, Si ,�,� � gnature of Applicant. Date: STATE OF NEWYORK) COUNTY OF,,i��a s(u been duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (5)he is the (Contractor, Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this r3:?jay of 6C 20 0? NotAry Public LINDSAY NADRAMIA Notary Public-State of New York PROPERTY OWNER AUTHORIZATION Na.0 1 NAOO 18896 Qualified in Suffolk County (Where the applicant is not the owner) My Commission Expires Dec 19, 2027 L I residing at C- &Aa (y/e�,/" �P_lv elif `ko apply o n do hereby authorize, my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print owner's Name 2 .................. ....... ............ i f b""I M RE S LO C, C' compliance Cer cat Project Information Project Title: 675 Pine Tree Road Energy Code: 2018 IECC Location: Cutchogue,New York Construction Type: Single Family Project Type: New Construction Project Sub Type: None Conditioned Floor Area:. 3190 ft2 Glazing Area: 25% Climate Zone: 4a(5572 HDD) Project No: 1789400 All'Electric: false Is Renewable: false Has Battery: false Has Charger: false Has Heat Pump false Construction Site: Owner/Agent: Designer/Contractor: 675 Pine Tree Road 15 Frowein Road Cutchogue,NY 11971 Paramount Development Group Center Moriches,NY 11934 631-909-7115 Project Notes: Report Title: 675 Pine Tree Road Report Date: 11/12/25, 8:25 PM 1 of 11 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 1:Flat Ceiling or 1720 38,0 010 0,030 0,026 52 45 Scissor Truss Ceiling:Cathedral Ceiling 407 21,0 0.0 0.048 0.026 20 11 Floor:All-Wood joist/Truss 293 30.0 0,0 0,033 0,047 10 14 Wall:Wood Frame,16"o.c. 3299 19,0 0,0 0,060 0.060 151 151 Window:Vinyl Frame 556 0,300 0,320 167 178 SHGC:0.3 Door:Glass Door(over 228 0,300 0.320 68 73 50%glazing) SHGC:03 Basement Wall:Solid 1680 0.0 11.0 0,057 0.059 94 97 Concrete or Masonry Wall height:8,00 Insulation depth:8,00' Insulation position: Integral Insulation Window:Vinyl Frame 32 0,300 0.320 10 10 SHGC,.0.3 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules,It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck,Each slab-on-grade assembly in the specified climate zone MUSt meet the minimum energy code insulation R-value and depth requirements, Compliance Statement The proposed building design clescri'bed 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 2018 IECC requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist, Ma 1tthew'Lamay-HERS R 1/12125ater Name-Title Signature Date Report Title: 675 Pine Tree Road Report Date: 11/12/25, 8.25 PM 2 of 11 Inspect,i _ s 11 o"Illillill,=I Energy Code:2018 IECC Requirements:100%were addressed directly in the RESCheck software Text in the"comments/Assumptions"column is provided by the user in the RE &eck Requirements screen.For each requirement,the user certifies that a code requirement will be met and how that is docu merited,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 &Re -ID Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions 103.1, Construction drawings and Complies 103.2 documentation demonstrate Does Not (PR1]1 ener y code cornplianc�e for the buildI ng envelope,Thermal Pomply envelope represented on Not construction documents. 9servable P Not plicable 101L Construction drawings and Complies 103.2# documentation demonstrate Does Not 4017 ;energy code compliance for P mply [PR3]1 llghting and mechanical cyst r�s.�ystern servI ng Not rruult�ple dwelling units must Poservable demonstrate compliance with Not the lEC'C Cornrnercal Provisions, pplicable 302,1 eatin and cooll�r eq�ui ment H�eating: Heating: 0 Complies 11 4017 is size T per ACCA anuia s Btu/hr Stu/hr Does Not [PR2]2 based on loads calculated per PomplACCA ved Manual or other methods � Y appro b t o code official, Cooling. Cooling: Not Btu/hr Btu'hr Pservable PNot plicable Additional Comments/Assumptions: E EH;'ih7�ma�t(-Trler 1) 2 Medium Im act(Tier 2) 3 Low Impact(Tier 3) Report Title: 675 Pine Tree Road Report Date: 11/12/25, 8:25 PM 3 of 11 Foundation Inspection Sectionauns Field # Verified Verified , ReqJD Foundation Inspection Value Val Co ue Complies? rrnt/ s r mp i ►ns T_`..........._jO73 2-i A Protective cove ring is 0 Complies Exception;Requirernent installed t�o protect ex osed Does Not is not'applicable,, exterior Insulation anTextends W a minimum of 6 In,bet ow grade. Mply UNot servc!'ble Not Pplicable 403.9 Snow-and Ice-meltingsystern 0 Complies JF01212, controls inst,611ed,, Dees Not Pomply PNot oservable PNot ppllcable 7TO — 0 C,omplies See the Envelope 271,i Conditioned basement wall R Assembfiestable for insulation Rvalue,,Where Does Not interior insulation is used, R= R= Pornply values verification may needtO OCCUr' during Ins ulationinspection,Nat Not required in warm-hurnid Rservable locations in Climate Zone 3, Not Applicable 3012 CO'nditioned basement wall DCornplies (F0511 insulation Installed per Does Not main ula u rer's instructions. POMPly PNot laservable PNot pplicable 1 4,02,19 Co insnditioned i basement'i wallr f ft, Corn t pi les See the Env for IF061ulaton depth of'bural ot Does No Assemblies table distance from top of walL POMPly ''Values Not servable Not P plicable Additional Comments/Assumptions: f ..........er �h'n a�ctffl�er3, I m act(T r 2 Med i t mlm a� ct(Ti 2).� =3 .......... 11 i,e` 1) _J.� L_� Report Title: 675 Pine Tree Road Report,late 11,112/25, 8:25 PM 4 of 1.1 Framing / Rough-in Inspection .. � Section Puns Fiend # Framing/Ruh-In Verified Verified &Req.ld Inspeu tiu n Value Value Complies? Comments/Assumptions Glazing.3�i' U-factor(area-weighted -D � ............._......... Complies Seethe ' ode � En vet > Does Not Ices table for values ,402,3,3, amply 402.5 [FR2]1 R Not servabie 0 Not Applicable 402.4,11 Air barrier and thermal barrier Complies [FR2311 installed per manufacturer's Does Not instructions, amply Not servable Not Not pplicable 402,4.3 Fenestration that is not site built C]Complies [FR2031 is listed and labeled as meeting Does Not AAMA/WDl' A/C5 101/i,5.2'/A440 or has infiltration � omply ,rates per NFRC 00 that do not Not exceed code limits, Poservable D Not Applicable 4014,5 IC-rated recessed lighting (Complies [FR16]2 fixtures sealed at Does Not 'housing/interior finish and 0mply labeled to indicate{2,0 cfm leakage at 75 Pa, QNot servable Not pplicable 403,3.1 5oppl and return ducts in attics Cj Complies [FR1211 in ula'Ted>=R-8 where duct is Does Not >=3 inches in diameter and Pomply >=R 6 where<:3 inches, Spply and return ducts in other Not portions of the bufldinq Riservable insulated>=R-6 for diameter >=3 inches and R-4.2 for<3 Not inches in diameter. Ppplicable 403.3.2 Ducts,air handlers and filter 0 Complies [FR1311 bees are sealed with Does Not joints/learns cornpliant with amply International Mechanical Code or international Residential Q Not Code,as applicable. servable PNot pplicable 4033.5 Building cavides are not used as 0 Complies [FR15]3 ducts or plenums, Does Not Pomply Poservable Not PNot pplicable 4014 H`AC pipin conveying fluids R' Complies [,FR17]2 above 105)F or chilled fluids Does Not � below 55 F are insulated to-R- Comply 3. Not servable Not Applicable Report Title:675 Pine Tree Read Report Date: 11/12/25, 8:25 PM 5 of 11 Section Plans Field # Framing/Rough-In Verified Verified Comments/Assumptions .I In Inspection Value Value COMP'lles? 403.4.E Protection ofinsulation on HVAC- complies [FR2411 pi,ing,. Does Not Parnply PNot aservable PNot pplicable '.'.�Oi 51.3 Hot water pipes are insulated to R= 0 Complies ,W Does Not omply QNot bservable pNOt pplicable 403,6 Automatic,or gravity dampers Complie's [FRI91,2 are installed on,alloutdodr air o � , nd xh es a eausts. POlntales�Not M, P I Y PNOt oservable PNot olkable 303,13 U-factors of fenestration DComplies, (FR411 products are,determined in s accordance with the NFRC test Doe Not �t proced q re o r talk ken f rom t he Pompty ,default table. Not Uservable , Not P P pliI cable Additional Comments/Assumptions: [IL Hiah_im_pact(Tier eWm Ipact(fler,2) L_ow__jnpa-trer 3) Report Title, 67 5 Pine Tree Road Report Date: 11112/25,8,25 PM 6 of 11 Insulation Inspection Section Plans Field # Verified Verified Req.ID Insulation inspection Value Value Complies? Comments/Assumptions 303.1 ,"Ail installed insulation is labeled (]Complies [1N13]2 or the installed R-values Does Not provided, amply RNot servable Not ppiicable ,.. �. � See the Complies 0 402.1,1, Floor insulation R-value.* Envelope RI P Assemblies 402,2,E Does Not lies table for iN1}� �Wood 0 Wood values amply Steel '�0 Steel Not servable Not pplicab{e 3 3.2, Floor insulation installed per Complies 402,2,3 ,manufacturer's instructions and Does Not [IN2]1 in substantial contact with the underside of the su; floor,or amply floor fr°aming cavity insulation is Not in contact with the top side of Poservable sheathing,or continuous Not Insulation is installed on the underside of floor framing and Ppplicable extends from the bottom to the top of all perimeter floor framing members„ 402,1,1, Wall insulation R-value,if this is CD Complies See tl, En velope 40Z2.5, a mass wall with at least 1/2 of R Assemblies t a ile for 402,2,E the wall insulation on the wall D Wood Wood Pomply Does Not values (IN3]1 exterior,the exterior insulation requirement applies(FR10), 0 Mass C)Mass Not Steel Steel 2servable 0 Not Applicable 3012 Wall insulation is installed per Complies [IN4]1 manufacturer'ws lnstr �ctlons, Dees Not amply P �Not servable Not ,applicable Additional Comments/Assumptions: 1 Hig h im act(Tier 1) 2n Medium Im act(Tier 2) 3 Low im�act�(-rler�3) �� Report Title: 675 Pine Tree Road Report Date: 11/12/25, 8:25 PM 7 of 11 Finalinspectilon Provisions ie c-ti on P, ns Field Verified Verified Complies? Comments/Assumptions Final Inspection Provisions Value Value &Req.113 .............. p Ceiling insulation R-value. 0 Complies See the Envelope , 401110 'R Assemblies table for 2J, Does Not values 402.2,2, 0 Wood 0 Wood i Comply 1402.2.6 E)Steel 0 Steel 1 9 Not [Fl1]1 Oservable 0 Not i Applicable 303,1,1.1, Ceiling insulation installed per 0 Complies 303.2 manufacturer's instructions, Does Not [F12]1 Blown'insulation marked every Pomply 300 ft2, Not Poservable Not pplicable 403,1 d Exception:Requirement 2 Heat pump thermostat installed Complies Is not'applicable. [FI10]2 on heat pumps. Does Not Pmply PNot servable Not pplicable 403,5J Circulating service hot water 0 Complies (F111)2 systems.haveautornatic or Does Not ,accessible manual controls. Pomply PNot oservable PNot pplicable 403,6,1 All mechanical ventilation 0 Complies [F125]2 system fans not part of tested Does Not and i[sted'HVAC equipment Pomply meet,eifficac an&�!r flow limits per,Tab Not Rervable 0 Not Applicable ,2 'Hot,water boilers supplying heat 0 Complies (F126]2 through one-or two-pipe, Does Not he,atin� systems have outdoor ❑pomply setba3,control'to lower boiler water temperature based on Not outdoor temperature. Poservable PNot pplicable 4015J l Heated water circulation Complies [F12812 systems have a circulation Does Not pump,,The system return pipe is Pomply a dedicated return pipe:or a ,cold water supply plp�e,,Gravity Not and the rmos-sy0honc Ircula tio n 0 servable S stems are not present. Not Controls for circulating hot water system pumps start the Applicable pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop Is at set-point temperature and no dernand for hot water exists. .12 Electric heat trace s, stems 0 Complies [F129]2 conlp�'with IEEE 'A or UL Does Not 515.Controls autornatically adjust the energy input to the, Pomply , h6attracing to maintain the Not desired waterternperature In Poservable the piping, Not Ppplicable Report Title: 675 Pine Tree Road Report Date- 11/12/25, 8:25 PM 8 of 11 Section Plans Meld # Verified " erlied &Req.la Final Inspection Provisions Value Vallue Complies? Comments/Assumptions 4015.2 Demand recimL lation water _ Complies [F130]2 systems have controls that Cues Not �rnanag�operation of the umi P mply and limit the temperature of t9e water enterin the�coi�d water Not piping ing to<=? 4'Fd R-,ervable Not pplicable 143,5, Drai n eater eat recovery units Complies [F13112 tested in accordance with CSA C Does Not ,1„ B55 Potable water-side amply ressure loss of drain water I eat recd ve units<3 psi far Poservable Nat indi idual units connectedto � or e or two showers,Potable Not water-side pressure lass of drain water heat recovery units<2 Applicable psi for individual units connected to three or more showers, 404,1�... 90%or more of permanent Complies [F16] fixtures have high efficacy Does Not (amps. Comply PNot servable ED Not Applicable 404,1,1 Fuel gas iight;ing systems have Complies [F123]3 no continuous pilot light, Pomply Daes Not Poservable Nat PNot pplicable 401,3 Compliance certificate posted. 0 Complies [F17]2 Does Not amply Rservable Not D Not Applicable 3 Manufacturer manuals for CD Complies [FI18]3 mechanical and water heating Does Not systems have been provided, Pomply ( Not { servabie Not Applicable 402..2"............u.........3 ""Vented attics with air ermeable Complies [F122]2 insulation include baff e Does Not adjacent to soffit and eave Pomply vents that extends over insulation. )Not tbservable Not Applicable &,2,4 Attic access;:hatch and door . �Complies [F13]1 Insulation��P-value of the Does Not adjacent assembly, Pomply Not servable E)Not Applicable 402.4,1,2 Blower door test+@ 50 Pa,<=5 ACH 50 ACH 50= Complies [F117]1 ach in Climate Zones 1-2,and Co Does Not <=3 ach in Climate Zones 3-8, Comply WNot ervable ED Not Applicable Report Title: 675 Pine Tree Road Report Date: 11/12/25,8:25 PM 9 of 11 Section Plans Field Verified Verified &Req.ID Final inspection Provisions Value Value Complies? Comments/Assumptions ure taw 0 complies F127 1 our ieaage wit, 403.3.3 determine'pre Does Not either;pour h in test.Total cfm/100 ft2 cfm/100 ft� e pomply leakage measured with a Not pressure differential of 0A inch .g,across the system including Poservable the manufacturer's,air handler Not enclosure If installed at time oaf Ppplicabie test„postconstruct.ion test.Total 'leakage measured with a pressure differential of 0.1 inch mg,across lwhe entire system including �ma nufacturer's air u ro ........... p s 403.3A Duct tl htness test result of Complies I44 c�m 00 ft2 across the Does Not [F system or 3 cfm/1 0 ft2 cfm/100 ft cfm/100 ft pomply without air handier 25 Pa.For roughin'tests.verMcatibrn fray Not need to occur during Framing Poservable Inspection. Not Ppplic,able 403.3.2.1 Diu"handi er leakage designated � Q Complies [F12411 b manufacturer at =2�> of Pomply Does Mot design air fro . YNot servable PppNot licable �Complies 4u33.2.1 Programmable thermostats [ost led for control of primary Dees Not [F191 heating and cooling systems ply and Initially� t by maruufacturer °Not to code specifications Poservable Not PNot pplicable Additional Comments/Assumptions: _ � � 3 �Low Irr� act(Tier 3:� 1 Ni h Iru fact(Tier 1) 2 Medium lrn act[Tier 2 Report Title: 675 Pine Tree Road Report Date: 11/12/25, 8:25 PM 10 of 11 2018 IECC Energy Effidency Certificate ........... Above-Grade Wall 19.00 Below-Grade Wall 11.00 Floor 30.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Window 0.30 0.30 Door 0.30 0.30 Skylight 0.00 I OEM M Heating System:, Cooling System: Water Heater: Name: Date.,_............. Comments: Report Title: 675 Pine Tree Road Report Date: 11/12/25, 8:25 PM 11 of 11 bURVEY OFPROPERTY144P OF ICKO DESCRIBED PROPERTY _ RY q �� C SITUATE _ F1Lr� � CUTCHOGUE a 3 2� F,rIED 4120 11961 TOWN QT SOUTHOLD 4' 'AND SUF'F'OLK COUNTY,N.Y. RIPE � TAX MAP NO.:1000-104.00-01.00-006.000 LOT AREA:18,750.47 S.F.(0.430 ACRES) 03. Q 0 J 08 x -� © 1��1 DATE SURVEYED:SEPTEMBER 15, 2025 O 0 -ELEVATIONS REFER TO NAVDBB �g cJ O -ZONING:R40 -NO WETLANDS OR SURFACE WATERS WITHIN 300' {D C4 -NO WELLS WITHIN 1 5Q'OF SUBJECT PROPERTY 0) O (/} 0 30 60 s rs Feet D.W. m-I 0 SCALE: 1 INCH= 30 FEET � Y z � ca � DWE-LL N R INA E CALCULAT10 f z (2094 S.F,)#2" HOUR)-356 CUBIC FEE"REQUIRED � M PROPOSED PROPOSED , Sw PROVIDE MINIMUM(1) 'DIAM.X 9'DEEP DRYWELLS OR EQUIV. � 8 x 5 - 1 15 TN�O CAR _ L.ATION_ M FRAME r (462 ) QUR)� B CUB€C FEET REQUIRED — M. Of W GAOE DRAINAGE CU 0 � PROVIDE MINIMUM(1)B'DIAM.X 2'DEEP DRYWELLS OR EQUIV. S S x rn In r- M Z TEST HQL. rC/I -, M : w {EVOTT05CALE} C° � O.W.J � — m z ca MCDONALD GEOSCtENCE �' - PATIO X DATE:SEPT.3,2025 0 M a o r GRA DE ELEV.2.2 T m v DARK BROWN L OAM r� _2nd Floor y �¢ c aver patio 0 Of N�Zjp*Vp Ml- BROWN&VERY PALE PL I '1' D I BROWN SILT 10.0* Two St Li 49 5' Serf BROWN SILTY SAND 21.E ro Dwe7liI #6 ' .--+ z a a VA A �---+ - 14` __ 1 1 yg tit n 4'flip PALE BROWN 1. xT Li SIP FINE SAND f 15' Xln pEGORATiVE I, 1 -L— MASONRY WALL E NO WATER ENCOUNTERED {'WOOD3, o -. ----- _ ---- -_--_ --_ --__ i YESERVEO i !"" T°025 AJC LAND SCE,-"t N-FLLC. - 4 ,v-A;i ED ALTERATION ON TO iY NWP BEARING A UCEN SEE)LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209 �! SUBDIVISION 2,OF NEW YORK STA A R LAW ' O 0 � 3.ONLYSOUNDARY SURVEY MAPS '�- EYOR'S EMBOSSED SEAL ARE GENUINE TRJE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK ON IJNE Q OF -WD c ' �01- - CI t -_- tl* _ -fla a= --ON V BAY AENUE 1 THIS BOUNDARY SURVEY MAP k�,� 210.00 £- ARE NOT—ANSFER- '_F== sa.<` .:_- �-£s�'. .=.-..alb--=z>�«'F,'%` .*-._•-.'....'a C«�...E.a,$a=.i XNtc�'%T=.7"; SN Vt._W t.�.{ E t { 2 • `�`a` e';-�-��-� ?-� r ,�„A=.� � s �. ..O END. U-ge 1 O S63 ' 0"W �.�e->-ei.z=.z-. r,.<� �,jam=��.I ��-�`� 3 �� 0OO °1 E OF CONSTRUCTION pE.WAY 8 ONLY SURVEYS GEARING THE MAKERS EMBOSSED SEAL SHOULD BE RELIED UPON SINCE OTHER THAN EMcOSSED•SEAL COPIES MAY CONTAIN11 O! U UT D ED AND UNDETECTABLE PCOD'-�"-� DELETIONS.ADDITIONS,AND CHANGES ---_ ---_ - 9 Z--k"CORNFR MONUMENTS WERE C_GfT A5 PART OF THIS SURV,UNLF_SSOTtkERt^fI FNOTED -- - - -- - O 10 ALL MEASUREMENTS REFER TO U S SURVEY FOOT a` m ._ Y,.—w—v,,—'N —yv---w w---tv-- m—�v---rr—wk n 6w--w------wv—w—W V! TIME �T° tAL C IAND_SURV�; ING N�\\ OVERHEAD WIRES lllLi H —OH CH—OH —OH -- -- OH OH OH OH TIL POLE H NO,24 N0.25 \� RESIDENCE PUBLIC V4ATER EMAIL*1NF O 'LANDS RVF— II' G.CCM u oloov APPLICABLE I/A-OWTS SYSTEM GENERAL SPECIFICATIONS: 1. THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICE INDUSTRY BUSINESSES)AND ENDORSEMENT i(INNOVATIVE AND A 004J THE SUFFOLK COUNTY DEPARTMENT OF LABOR,LICENSING AND COI 563-79(1i)(J).THE DEPARTMENT OF LABOR, LICENSING AND CONS( MAINTENANCE PROVIDERS. fi � O CD rmw 2.ALL I/A OWTS MUST BE REGISTERED WITH THE DEPARTMENT IN CODE PRIOR TO THE DEPARTMENT GRANTING CERTIFICATION OF CO 21 .00 jr I- ll�b 3.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWE MUST BE SUBMITTED TO THE DEPARTMENT PRIOR TO THE APPROVY IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITA I"\N 4.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-Y CONTRACT. �W-- �W W w,vv 5. INSTALLATION AND USE OF THE I/A OWTS MUST CONFORM I - -xb DOCUMENT PREPARED IN ACCORDANCE WITH THE STANDARDS F ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEMS."THESE ulb "WHEN AN I/A OWTS REQUIRES A VENT,THE UNIT SHALL BE VENTEE 0 PIPES SHALL EXTEND A MINIMUM OF 6" ABOVE THE ROOF LINE HORIZONTAL SEPARATION OF 12"TO THE SLOPED PORTION OF THE OH 09 OH THE SYSTEM TO THE RESIDENCE ROOF, A VENT PIPE MAY BE F OH TERMINATES A MINIMUM OF 18"ABOVE GRADE.THESE VENT PIPES UTiL.POLF- NO-24 OR DOORWAY AND MUST TERMINATE WITH A CARBON FILTER DEVICE I— WmullmS 6. GARBAGE GRINDERS SHALL NOT BE PERMITTED WHEN AN I/A 0 mAN 1 - 0 ADDITION,WATER SOFTENERS SHALL NOT DISCHARGE INTO AN[/A 0 N/F ADELAIDE C AMEND FUJICLmz 7 A CONTROL PANEL BOX MUST BE PLACED OUTSIDE NEAR AND V FFER LAND PUBLIC WATER �UST PROVIDE A WARNING SYSTEM WHICH WILL ACTIVATE AUDIBL F7S ILK C RESIDENCE SUFFOLK COUNTY DE-li-IjAP MENT OF HEALTH SEIZ-VICES HEARD BY THE OCCUPANTS OF THE BUILDING SERVED.THE DEPART TO TRANSMIT IMMEDIATE REMOTE ALARM NOTIFICATION TO THE OUTLET MUST ALSO BE PROVIDED NEAR THE CONTROL PANEL EQUIPMENT.USE A DEDICATED 120 VOLT AC,20 AMP,SINGLE-PHASI PERAIIT-FOR APPROVAL OF CONSTRUCTION FOR SERVICE TO THE FUJICLEAN CONTROL CENTER. 8. THE MAC BLOWER REQUIRED FOR THIS INSTALLATION MUST BE PLAN SINGLE FAMILI RESIDENCE OiNlLY VENTILATION, AND PROTECT AGAINST SUNLIGHT. UNIT MUST BE I CONTROL PANEL ALL UNDERGROUND WIRING TO BE INSIDE CON DUI 9. INSTALL I/A OWTS TANKS ACCORDING TO MANUFACTURER'S RE Di�-u 711 E 10/-28/2025 H.S. REF. NO. �� 25757 PROVIDED BY THE MANUFACTURER SHALL BE IMPLEMENTED.THER 40' SHALL HAVE A AL SECONDARY COVER OR SUPPORT DEVICE INSTALLED `--APPR0VED,— 10. THIS I/A OWTS, HAVING BEEN APPROVED BY SUFFOLK COON WITH THE FREQUENCY REQUIRED BY ARTICLE 19 FOR PROVISION1 4 AVERAGE OF TOTAL NITROGEN IN THE EFFLUENT MUST BE=OR<191 FOR XlMu- B 1-111-111-K%41-1 J 11 Vi s 11.DETAILED INSTALLATION,OPERATION,AND MAINTENANCE REAL FOR I/A OWTS SYSTEMS (12.29.17)SECTION 19-107. DETAILED REGI !FLXPlR--E-, S THKEE YJ B At R S FROM DATE OF A ILPALROIJAL DOCUMENT,SECTION 19-106. LAND MAP OF HtCKORY TRUST a�, �� L�S LC�� AC��S,SAC Ft LCA��LLA R�IA REOCA LED 11�Ap No 3325 ES/OeNCE P CABLE " LS pED 41201 1961 13LtC WATER I/ I LAND N/F GELS -- ...` N RESIDENCE AND GEpRCE 77°16'10"F NCE_pU13LIC VV A TER xOPpMAN .c 103.08 ON G7 „� 1 0 1711 � PROPOSED 1 STORY -.n rn PROPOSED NA 14,6X18.7 TWO CAR 4" CJ� 16x32,\°• PERGOLA FRAME D Q l IN GROUND 'OOL G F�2E.0 x�ggC► 0 1 CM (2)8 0 x 6 DEEP DRY WELL .* Z m a ROOF RUNOFF DRAINAGE ... ..w o ° z a r . m -n `y PATIO -p rn C ., C7 PL. 0 2nd Float Ln over patio .Proposed 11;4 2-STORY 4-BEDROOM N PL. Two story i w ;0 LE FAMILY RESIDENCE. . 0 Frame Dwelling R FOOTPRINT: 1727 FT � .u. #675 x � F.FL.=22.0 el g, . 8.FL.=110 xeg � 31.7 ' 5.5x12.0 � PORCH ' DECORATIVE �. . MASONRY WALL 5. „ 4-WOOD FEv I � ASPHA " DRIVEWAY ' ON LINE 060 ... E WALL 6.1"- TESTHOLE WM " -----�52.161 TO BAY AVENUE _-. -- 6301 -- — -- 100.00 DRIVEWAY n .. PEWEKf g.\N �VV w —w —w� AP wpROX.LOG ATER MAIN W xN g I� EDGE� ,O P V�9MI DRIVEWAY �. �.�.�P..... ._ .. OH .._.., H OH OVERHEAD WIRES off _. ,�. off UTIL POLE ._� .... __ off N0.24 .---- OH ------ OH 9 POLE ._------ NO.25 _ ----------- LAND N!F LAND NIF CHRISTOPHER SCHAFFER }BESIDE CONKLIN FAMILY IRREVOCABLE TRUSTRESIDENCE-PUBLIC WATER LAND NIF RESIDENCE-PUBLIC WATER N �� gAKIIT©DV CITE DI AAI i ---- O WINDOW & GLASS EXTERIOR DOOR SCHEDULE O DOOR SCHEDULE SYMBOL LEGEND_ _ 14 CL MENERGY II I I=III=III=1 EARTH ANDERSEN 200 SERIES WINDOWS I.-III-I_I I=11( SOLUTIONS ROUGH Y O OPTIONS- ALL EXTERIOR DOORS TO HAVE TILT-WASH DOUBLE HUNG WINDOWS-LOW E SMART SUN � m m Z m ..••, • • . •,.: WHITE INTERIOR&EXTERIOR WITH SCREENS. OPENING w w Q _o Q 0 f- Q LOCATION W A U-VALUE OF 0.40 MIN. EXCEPT POURED CONCRETE ..; - CONSERVATION THROUGH EFFICIENCY ANDERSEN W U_ 0 ¢ U_ 7 � T OVERHEAD GARAGE DOORS OR $" CMU BLOCK 200 SERIES PERMA-SHIELD GLIDING PATIO DOORS-LOW E SMART SUN Q w co 0 w 0 O G9 O w W Y 187 East Main Street,Huntington,NY 11743 WHITE INTERIOR&EXTERIOR WITH SCREENS. = I_ of co Z z z _ (631) 673-0664 WINDOWS& � w - ul w w w Q + ¢ g 1' -1 DOORS CALL- _p p ¢ FIRST FLOOR EXISTING STUD WALL Q HINGED INSWING PATIO DOORS-LOW E SMART SUN w : O (D 0- O (9 a (9 a > = a w p w TO REMAIN �- M OUT NUMBERS ROOM NAME WHITE INTERIOR&EXTERIOR WITH SCREENS. = O w O _ w o w o p cn p = Tn IY 1 FOYER 6'-0"x 8'-0" LH CUSTOM WROUGHT IRON DOOR WITH SIDE LITES 2x6 ► t- #' i ( ;, 0 $., _ ,,. ..>` � A 244DH3060-3 JUNIOR BEDROOM TILT-WASH DOUBLE HUNG-TRIPLE WINDOW 9'-1" 6'-0" 38 94 7.45 32.56 32.95 30/30 8'-0" 2 OVER 1 EGRESS-FACTORY MULLED BY"EXCLUSIVE IRON&DOORS"8"GLASS LOW E L=___ EXISTING STUD WALL P 0.29 0.21 SECURITY LOCK AND DEAD BOLT TO BE REMOVED B 244DH3060 JUNIOR BEDROOM HALL TILT-WASH DOUBLE HUNG-SINGLE WINDOW 3'-0" 6-0" 12•98 7.45 32.56 32.95 0.29 0.21 30/30 64' 2 OVER 1 FACTORY MULLED 2 GARAGE-OVER HEAD 8'-0"x 8'-0" OH ALUMINUM DOOR WITH GLASS PANELS SITE ADDRESS: 675 Pine Tree Road,Cutchogue,NY WITH SIDE MOUNT OPENER WITH REMOTE 2x6 NEW 2X 4 OR 6" 6 C 244DH3060-3 DINING ROOM TILT-WASH DOUBLE HUNG-TRIPLE WINDOW 9'-1" 6'-0" 38•94 7.45 32.56 32.95 0.29 0.21 30/30 8'-0" 2 OVER 1 FACTORY MULLED STUD WALL 16" O.C. DATE: November 13,2025 T ID 244DH3060-3 PANTRY/CLOSET TILT-WASH DOUBLE HUNG-TRIPLE WINDOW 9'-1" 6'-0" 38.94 7.45 32.56 32.95 30/30 8'-0" 2 OVER 1 FACTORY MULLED-PAINTED GLASS JOISTS CATEGORY ( SPECIFICATION/REQUIREMENT ENT 0.29 0.21 3 GARAGE-OVER HEAD 8'-0"x 8'-0" OH ALUMINUM DOOR WITH GLASS PANELS 2x6 p�►'0.(; JOISTS ABOVE THERMAL ENVELOPE SPECIFICATIONS E ISPD2980 SIDE/MUD ROOM DOOR HINGED INSWING PATIO DOOR 2'-9" 8'-0" 11.52 0.30 0.16 30130 1 LITE WITH SIDE MOUNT OPENER WITH REMOTE CEILING INSULATION R-38 batt(batt insulation not to be compressed) F 244DH2840 POWDER ROOM TILT-WASH DOUBLE HUNG-SINGLE WINDOW 7-8" 4'-0" 6.97 0.29 0.21 30/30 8'4" 1 OVER 1 4 JUNIOR BEDROOM 3'-0"x 8'-0" RH PRIVACY LOCK 2x4 A5 SECTION / DETAIL VAULTED CEILING INSULATION: Vaulted: R-21 batt(batt insulation not to be compressed) G ISPD2980 POWDER ROOM HINGED INSWING PATIO DOOR 2'-9" 8'-0" 11.52 0.30 0.16 30/30 1 LITE 5 JUNIOR BEDROOM WALK-IN CLOSET 2'-4"x 8'-0" RH 2x4 _AN., BUILDING SECTION ABOVE-GRADE EXTERIOR WALL: R-19 batt in 2x6 wood studs(picture frame&top plate air sealing H 244FX5046 KITCHEN TILT-WASH PICTURE WINDOW 5'-0„ 4'-6" 16.97 0.27 0.22 50/50 6-0" 1 LITE 6 JUNIOR BATHROOM 2'-4"x 8'-0" RH PRIVACY LOCK 2x4 A5 required) - J PS8180 BREAKFAST AREA PERMA SHIELD GLIDING PATIO DOORS 8'-1 8'-0" 52.10 25/25 1 LITE 7 JUNIOR BATHROOM WATER CLOSET FRAME FLOOR INSULATION: R-30 batt o2s o.21 2'-4"x 8'-0" RH PRIVACY LOCK 2x4 K P58180 FAMILY ROOM PERMA SHIELD GLIDING PATIO DOORS 8'-1" 8'-0" �� WINDOW WINDOWS/SKYLIGHTS: U:<0.30,SHGC:<0.30 52.10 0.28 0.21 25/25 1 LITE 8 LAUNDRY ROOM 2'-8"x 8'-0" RH WEATHER STRIP 2x4 L 244DH3060 FAMILY ROOM TILT-WASH DOUBLE HUNG-SINGLE WINDOW 3.4. 6'-0" 12.98 0.29 0.21 30/30 8'-0" 1 OVER 1 9 BROOM CLOSET FOUNDATION WALLS: Interior R-11 draped batt(insulating the basement ceiling optional) 2'4"x 8'-0" LH 2x4 - - - - - ELEMENTS ABOVE M 244DH3060 FAMILY ROOM TILT-WASH DOUBLE HUNG-SINGLE WINDOW 3-0 U-0" 12.98 30/30 8'4' 1 OVER 1 110 PANTRYSLAB INSULATION: N/A o.29 0.216'-o"x s'-o" DBL BALL CATCH 2x4 N ISPD3180 REAR STAIR HALL HINGED INSWING PATIO DOOR 3'-1 8'-0" 13.72 0.30 0.16 30/30 1 LITE 11 MUDROOM - GIRDER / HEADER ABOVE ATTIC STAIR COVER/ACCESS Cover: >_R-13 foam board or equivalent 3'-o"x 8'-0" PKT 2xs HATCH: 0 244DH3060 LAUNDRY ROOM TILT-WASH DOUBLE HUNG-SINGLE WINDOW 3'-0" 6-0" 1 12.98 0.29 0.21 1 30/30 8'-0" 1 OVER 1 12 CLOSET 6'-0"x 8'-0" DBL BALL CATCH 2x4 p POST DOWN MECHANICAL SPECIFICATIONS-WITH CONSIDERATION TO M1 MECHANICAL CODE P 244DH2440 JUNIOR BEDROOM W/C TILT-WASH DOUBLE HUNG-SINGLE WINDOW 2-4 4-0" 5.86 30/30 6-0" 1 OVER 1 0.29 0.21 13 POWDER ROOM 2'-4"x 8'-0" RH PRIVACY LOCK 2x4 INTERCONNECTED COMBINATION HEATING SPECIFICATIONS: >_96%AFUE furnaces Q 244DH3050-2 UPPER STAIR TILT-WASH DOUBLE HUNG-DOUBLE WINDOW 6-021 5-0' 21.04 6.09 32.56 26.95 30/30 7-0" 2 OVER 1 EGRESS-FACTORY MULLED 1 x )SD SMOKE AND CARBONMONOXIDE 0.29 0.21 SECOND FLOOR -''CO DETECTORS AS PER R314 OF THE COOLING SPECIFICATIONS: >_ 16 SEER AC equipment 6'-0�" 5'-0" 30 130 7'-0" 2 OVER 1 EGRESS-FACTORY MULLED IRCONYS AND 915 OF THE IFCONYS R 244DH3050-2 UPPER FOYER TILT-WASH DOUBLE HUNG-DOUBLE WINDOW 21.04 6.09 32.56 26.95 0.29 0.21 _ MECHANICAL VENTILATION: Mechanical Ventilation>_ 150 CFId'd ***must use 6"hard pipe*** 14 LINEN CLOSET 4'-o"x 7'-0" DBL BALL CATCH 2x4 Panasonic Whis erGreen bath fan model#f FV-0511VKS2 S 244DH3050-2 BEDROOM#3 TILT-WASH DOUBLE HUNG-DOUBLE WINDOW 6-0-2"' 64' 21.04 6.09 32.56 26.95 0.29 0.21 30/30 T-0" 2 OVER 1 EGRESS-FACTORY MULLED p SHEET ROCK LOADING WINDOW 15 PRIMARY BEDROOM 3'-0"x 7'-0" RH PRIVACY LOCK 2x4 OTHER SPECIFICATIONS T 244DH2430 BATHROOM#3 TILT-WASH DOUBLE HUNG-SINGLE WINDOW 7-4" a-0" 4.08 0.29 0.21 30/30 T-0" 1 OVER 1 16 PRIMARY BEDROOM WICL 2'-4"x 7'-0" RH 2x4 INFILTRATION (BLOWER DOOR): :53 air changes per hour DUCT LEAKAGE: <4°1°leaks;e for ducts outside of thermal envelope U 244DH2430 BATHROOM#4 TILT-WASH DOUBLE HUNG-SINGLE WINDOW 2'"4" 3'-0" 4.08 0.29 0.21 30/30 7-0" 1 OVER 1 17 PRIMARY BEDROOM WICL 2'-4"x 7'-0" LH 2x4 CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR _ MAINTAINING JOB SITE SAFETY DURING THIS PHASE IV 244DH3050-2 BEDROOM#4 TILT-WASH DOUBLE HUNG-DOUBLE WINDOW 6'-02" 5'-0" 21.04 6.09 32.56 26.95 0.29 0.21 30/30 7'-0" 1 OVER 1 EGRESS-FACTORY MULLED 18 PRIMARY BATHROOM 2'-4"x T-0" LH PRIVACY LOCK 2x4 OF WORK&SHALL COMPLY WITH ALL APPLICABLE LIGHTING: 100°'o high efficiency lighting(CFL s or LED s) FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING APPLIANCES: All appliances must be Energy Star certified W 244DH2850-3 SITTING AREA TILT-WASH DOUBLE HUNG-TRIPLE WINDOW 8'-1" 6-0" 27.27 6.09 32.56 26.95 0.29 0.21 30/30 T-0" 1 OVER 1 EGRESS-FACTORY MULLED 19 PRIMARY BATHROOM LINEN 2'-4"x 7'-0" LH 2x4 BUT NOT LIMITED TO BUILDING CODES, OSHA REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS X 244DH3050-3 PRIMARY BEDROOM TILT-WASH DOUBLE HUNG-TRIPLE WINDOW 9'-1" 5'-0" 31.56 6.09 32.56 26.95 0.29 0.21 30/30 T-0" 1 OVER 1 EGRESS-FACTORY MULLED 20 PRIMARY BATHROOM WATER CLOSET 2'-4"x 7'-0" LH PRIVACY LOCK 2x4 MATERIAL REMOVAL&DISPOSAL. Y 244DH3050 PRIMARY BEDROOM TILT-WASH DOUBLE HUNG-SINGLE WINDOW 3'-0" 5'4" 10.52 6.09 32.56 26.95 0.29 0.21 30/30 T-0" 1 OVER 1 EGRESS 21 BEDROOM#3 2'-6"x 7'-0" RH PRIVACY LOCK .2x4 THE CONTRACTOR SHALL INDEMNIFY&HOLD Z 244DH3050 PRIMARY BEDROOM TILT-WASH DOUBLE HUNG-SINGLE WINDOW T-0" 6-0" 10.52 6.09 32.56 26.95 0.29 0.21 30/30 T-0" 1 OVER 1 EGRESS HARMLESS THE OWNER,THE ARCHITECT,AND 22 BEDROOM#3 WICL 2'-4"x T-0" LH 2x4 THEIR AGENTS&EMPLOYEES FROM AND AGAINST The above insulation&mechanical specifications were used to model the aforementioned address to comply with IECC 2018. � 3„ 1'-9" 7'-0" ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES AA AN51 PRIMARY BATHROOM 400 SERIES AWNING-LOW E-SINGLE WINDOW 5-08 6.2 0.29 0.21 30/30 1 LITE The paperwork that we provide will reflect these specifications.Any modifications that we make to the insulation schedule will 23 BEDROOM#3 BATHROOM 2'-4"x 7'-0" LH PRIVACY LOCK ,2x4 ARISING OUT OF OR RESULTING FROM ANY OF THE be highlighted above in red.Please make sure the architect is made aware of any modifications before going for permits. BB 244DH2430 PRIMARY BATHROOM W/C TILT-WASH DOUBLE HUNG-SINGLE WINDOW 2'-4" 3''0" 4.08 7''0" 1 OVER 1 ITEMS LISTED ABOVE. Insulation values on the plans must match those on the Compliance Certificate. 24 BEDROOM#4 2'-6"x 7'-0" LH PRIVACY LOCK 2x4 ****INSULATION INSPECTION MUST BE PERFORMED PRIOR TO SHEETROCK**** CC 244DH3050 BASEMENT TILT-WASH DOUBLE HUNG-SINGLE WINDOW 3'-0" V-0" 10.52 6.09 32.56 26.95 0.29 0.21 30/30 6'-8" 1 OVER 1 EGRESS THE CONTRACTOR SHALL VERIFY ALL FIELD 25 BEDROOM#4 WICL 2'-4"x 7'-0" RH 2x4 DD 244DH3050 BASEMENT TILT-WASH DOUBLE HUNG-SINGLE WINDOW 3'-0" 5'-0" 10.52 6.09 32.56 26.95 0.29 0.21 30/30 6'-8" 1 OVER 1 EGRESS CONDITIONS AND NOTIFY THE ARCHITECT OF ANY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE 26 BEDROOM#4 BATHROOM 2'-4"x T-0" RH PRIVACY LOCK 2x4 EE PS8180 GARAGE PERMA SHIELD GLIDING PATIO DOORS 8'-1" 8'-0" 52.10 0.28 0.21 25/25 1 LITE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. BASEMENT THE ARCHITECT SHALL BE HELD HARMLESS BY ANY CONTRACTOR AND/OR WINDOW MANUFACTURER EGRESS WINDOW 27 AGENCY FOR ANY"ERRORS&OMISSIONS"ON TO VERIFY ALL SIZES,MAKE,MODELS,ROUGH OPENINGS, THIS UNIT MUST MEET OR EXCEED: LOWER VESTIBULE 3'-O"X 6'-8" LH WEATHER STRIP .2x4 THESE DOCUMENTS. 1)CLEAR OPENABLE AREA OF 5.7 SQ.FT. MASONRY OPENINGS,GRILL LAYOUTS AND QUANTITIES 2)CLEAR OPENABLE WIDTH OF 20" 28 LOWER VESTIBULE CLOSET 2'-6"x 6'-8" LH 2x4 OF WINDOWS AND DOORS PRIOR TO PLACING ORDER. 3)CLEAR OPENABLE HEIGHT OF 24" THE CONTRACTOR IS SOLEY RESPONSIBLE FOR "METHODS&MEANS"OF CONSTRUCTION. THE ARCHITECT IS NOT RESPONSIBLE FOR FIELD SUPERVISION. THESE PLANS HAVE BEEN DESIGNED PROPOSED SQUARE FOOTAGES: FOR COMPLIANCE WITH THE: 1. 2020 RESIDENTIAL CODE K STATE SURVEY OF PROPERTY FINISHED BASEMENT AREA: 145 SF 2.2020 ENERGY CONSERVATION CODE CODE OF NEW YORK STATE �`'"�� r�,� ��. Es °��a'e, FIRST FLOOR LIVING AREA: 1,740 SF 3.WIND DESIGN COMPLIANCE AS PER 2020 RESIDENTIAL CODE OF NYS DESCRIBED PROPERTY J�"'�' [C+ .ntU �`t ,;,- 4. ENERGY COMPLIANCE PRESCRIPTIVE AS PER N1102 `� r- ,q Frl;�,.. s. C. 5. FLOOD-RESISTANT CONSTRUCTION PER TOWN OF SOUTHOLD SITUATE �'`''?E^'ct_ s F r,, rh�„�. r<< SECOND FLOOR LIVING AREA: 1,322 SF - F�;,,,^ �;�JJ; rn,,, GARAGE AREA: 462 SF CONSTRUCTION STANDARDS, RCNYS SEC R322,AND ASCE 24 14. CUTCHOGUE ``Ir ;,<s �EtED AR F' ` FRONT COVERED PORCH AREA: 66 SF 6. ENGINEERED WOOD PLACARD NOTES REQUIRED ON PLANS �-.�� a� , TOWN OF SOUTHOLD 4 „� �' \SSOPHF PER TITLE 19 NYCRR PART 1265.4 tarp PAf10 AREA: 374 SF <v0 oZ� 7.TOWN OF SOUTHOLD ZONING&CONSTRUCTION CODES. SUFFOLK COUNTY, N.Y. °"s" N> o �F �''<<sE� 1 PIPE Tyro• osy > /6'/o nes�,C� Gr�Q REAR STOOP AREA: 25 SF Q TAX MAP NO.: 1000-104.00-01.00-006.000 �,o E e Puc,!i ;�:r"�F r ,,J SIDE STOOP AREA: 12 SF * Q "' z LOT AREA: 18,750.47 S.F.(0.430 ACRES) ry s rq OL PATIO AREA: 261 SF 3,207 O SCE /o3.08 a TOTAL AREA: 3 207 SF (PDATE SURVEYED:SEPTEMBER 15, 2025 OO `Jb k osN 046$45 MONYND. - �'.P -ELEVATIONS REFER TO NAVD88 OF NEB ,a -ZONING:R40 N -NO WETLANDS OR SURFACE WATERS WITHIN 300' -NO WELLS WITHIN 150'OF SUBJECT PROPERTY N N O a 0 30 60 DRAWING LIST: OFFICIAL PLANS ARE DULY SIGNED AND Feet SEALED AND BEAR RED-INK SIGNATURE /DA 1 � SCALE: 1 INCH= 3 O FEET `-' 'r' 0 SHEET# CONTENTS: DWELLING DRAINAGE CALCULATION: 5, LOCATION OF Model Name: Countach (2094 S.F.) '(2"/HOUR)=356 CUBIC FEET REQUIRED T PROPOSED POOL EQUIPMENT n Al COVER SHEET PROVIDE MINIMUM(1)8'DIAM.X 9'DEEP DRYWELLS OR EQUIV. I /q2 CODE NOTESProposed New Home for. PROPOSED 1�1.5x18. N 1 STORY c _- 28.5' Tsx3z rno CAR GARAGE DRAINAGE CALCULATION: y i IN GROUND POOL PERGOU FRAME A3 FOUNDATION PLAN (462 S.F.) '(2"/HOUR)=78 CUBIC FEET REQUIRED _ GARAGE PROVIDE MINIMUM (1)8'DIAM.X 2'DEEP DRYWELLS OR EQUIV. �� G 21.5I'D ,? A4 FIRST FLOOR PLAN- STRUCTURE v T 5.5 :D3, c`7 W in CnFIRST FLOOR PLAW FINISHING ,TEST HOLE (NOT TO SCALE) U, W 7 I W SECOND FLOOR PLAN- STRUCTURE AIRAMOUNL . T MCDONALDGEOSCIENCE =_ ' �D_� 7 =P"'" A7 SECOND FLOOR PLAN- FINISHING DATE:SEPT. EVELOPMENT GROUSEPT.3.2025 o z = C7 IU A8 ROOF PLAN & PLUMBING RISER GRADE ELEV.20.2 z r 19.4 22.4 'o rW- n Ag BUILDING ELEVATIONS ® III-- s tt�� ML DARK BROWN LOAM c ', 2w� � "> o 4�"C� P'� BBROWNSILTYPALE IN M U P 7.9 281' r floLUMENARMITMIRE Pro osed o A10 BUILDING ELEVATIONS 5 SM BROWN SILTY SAND 10.0' 272 Two Storin 5 W A11 BUILDING SECTION & DETAILS t a� Frame Dwel 2 Windemere Court, - 15.3 W Al2 FIRST FLOOR BRACED P.O. Box 169 S eon1C,NY 11972 U #675 ,o f " r.F�=22.0 hk 1-- d WALL CALCULATIONS p, PALE BROWNB.FL=13.0 ; ^� FINE SAND 31.7 11 A13 SECOND FLOOR BRACED Phone: 631-874-2925 a° SP z U 15.5.12.01 SRCHD� $ WALL CALCULATIONS Fax: 631-874-7377 15, 5.0 ,7 DECORATIVE N) :U A14 FIRST FLOOR _ adam@delumenarchitecture.com LlASONRY WALL 5.2E- o U BRACED WALL DIAGRAMS NO WATER ENCOUNTERED 4,WOOD FE 0) A15 SECOND FLOOR ADJACENT Ct #675 Pine Tree Road --- --- �] BRACED WALL DIAGRAMS ASPrW_T- DRIVEWAY s,,„ «,. „•.,:• t.. , <<<< E E ONLINE °o Q m FOR BRACED LOAD PATH DIAGRAMS Cutchogue, New York, 11935 - E 652.16'To Town of Southold o ED WALLS TESTNDLE o BAY AVENUE 1 210.00 c, A17 DETACHED GARAGE PLANS County of Suffolk ti 0 PEE FND• MDN.FND. DETACHED GARAGE BRACED v :<,.,. .,,A" 100.00 S6301 '50"W A.. DRIVEWAY o Al WALL CALCULATIONS & DIAGRAMS SCTM #: 1000-104-1-6 Zone: R-40 U _ EDGE 6r PAWMENT mA19 SWIMMING POOL PLANS Non-Conforming - AIR SEALING DETAILS APPRDX.LOC.WATER w9N h,a. P I N E . _ ` ..__. N AIR SEALING DETAILS + - AJC LAND SURVEYING PLLC P� EDGE Or PAVEMENT �� D3 Cover Sheet t - J MEP1 BASEMENT MEP'S LAND SURVEYING & PLANNING MMEAD VA� -_ _ DRIVEWAY _ _ _ _ MEP2 IL POLE FIRST FLOOR MEP'S -_ Mfi, POLE-- - - - UT 153 WADING RIVER MANOR ROAD, MANORVILLE 11949 NO.25 NO.24 a MEP3 SECOND FLOOR MEP'S 77= Date: November 10, 2025 PHONE: 631.846.9973 - EMAIL: INFO@AJCLANDSURVEYING.COM a Scale: As noted U Project No: DA250068 I CARPENTRY AND LUMBER TABLE R301.2(1) 2020 RESIDENTIAL CODE of NEW YORK STATE 1.ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SYMBOL LEG EN D LUMBER ISBE FURNISHED AND INSTALLED COMPLETE WITH ALL FASTENERS,ANCHORS,BLOCKING,BRIDGING,SADDLES, GROUND WIND DESIGN SUBJECT TO DAMAGE HANGERS,ECT.,REQUIRED TO COMPLETE THE JOB.ALL STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH SEISMIC WINTER AIR MEAN _ _ GENERAL NOTES: CONCRETE WORK: AND TIGHTENED AGAINST STEEL WASHERS OR PLATES.JOIST HANGERS,CONNECTORS,BRIDGING,AND OTHER SPECIAL SNOW o SPEED TOPOGRAPHIC SPECIAL WIND WINDBORNE m WIND EXPOSURE DESIGN f a FROST LINE DESIGN FLOOD s FREEZING ANNUAL =I11=III_=I I1= EARTH CONNECTIONS AND HARDWARE MUST ALSO BE INSTALLED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OFUEWYORK LOAD (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY CATEGORY WEATHERING DEPTH TERMITE TEMP HAZARDS INDEX TEMP I-111=III-I 1.CONTRACTORS SHALL VERIFY ALL JOB AND FIELD CONDITIONS AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS STATE.WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED,THEY SHALL BE FURNISHED IN ADEQJATE 1.ALL CONCRETE SHALL BE AIR-ENTRAINED STONE CONCRETE(NUN.3500 PSI CONC.FOR EXTERIOR STAIRS(CELLAR ENTRANCE) NUMBER AND SIZE AND SHALL COMPLY WITH THE RECOMMENDED NAILING SCHEDULES IN THE CONSTRUCTION DCCUMENTS. 20 PSF <140 NO NO NO B B SEVERE 36" MOD TO HVY 110 F X 618 52.1° F POURED CONCRETE TO INSURE THE PROPER STRENGTH FIT,AND LOCATION OF WORK REPORT,IN WRITING,TO THE ARCHITECT AND AND SHALL DEVELOP A MINIMUM TOTAL COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI. CONCRETE SLABS ON GRADE ';:=:-` ;:'� ENGINEER ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT PROPER TO BE REINFORCED WITH W.W.F.6x6-10/10. MANUAL J DESIGN CRITERIA "^' '?• ' ',' OR 8" C M U BLOCK EXECUTION AND COMPLETION OF THE WORK. 1 <•' 2. ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMEDBAR.S,CONFORMINGTOASTMA615-60. REINFORCEMENT 2•ALL STRUCTURAL FRAMING LUMBER SHALL BE#2OR BETTER HEM-FIR,FB=850 PSI AND E=1,300,000 PSI UNLESS OTHERWISE ELEVATION LATITUDE WINTER HEATING SUMMER COOLING ALTITUDE INDOOR DESIGN DESIGN TEMPERATURE COOLING HEATING TEMPERATURE DIFFERENCE 2. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF THE IltCONYS,OSHA AND THE INDICATED OR SELECTED FROM TABLES OF THE NATIONAL FOREST PRODUCTS ASSOCIATION MANUAL AND/OR SHO'VN ON CORRECTION FACTOR TEMPERATURE EXISTING STUD WALL LOCAL TOWN OR VILLAGE BUILDING CODE,LATEST EDITION. MESH SHALL CONFORM TO ASTM A185 AND A82. ACCOMPANYING STRUCTURAL CALCULATIONS.ALL HEADERS SHALL BE HEM-FIR,FB=850 PSI UNLESS OTHERWISE SHOWN ON 40'N 12.50 84° 1 70° 750 DRY BULB 630 WET BULB 57.5° TO REMAIN 3. ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR,OR SHOWN,ON THE 3.DETAILS AND GENERAL PROVISIONS FOR CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE DETAILS. DRAWINGS.THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SIT FORTH ON THE DRAWINGS MAY BE LATEST ACI BUILDING CODE,ACI318 AND ACT 315. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY 3.ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR CDX GRADE WITH EXTERIOR GLUE SHALL MEET TIE DIFFERENCE HEATING COOLING I WET BULB �________� EXISTING STUD WALL REQUIRED BY THE CODE. 4. FOUNDATION WALLS AND FOOTINGS TO BE POURED STONE CONCRETE OF THICKNESS SHOWN ON DRAWINGS. REQUIREMENTS OF THE LATEST EDITION OF THE US PRODUCT STANDARD PS-1 AND SHALL BE IDENTIFIED WITH THE 9 15 7.5 71.5° M 30% 45%-55% TO BE REMOVED APPROPRIATE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ALL ROOF PLYWOOD TO BE 5/8"THICK AND 4.DO NOT SCALE THE DRAWINGS.ANY DISCREPANCIES SHALL BE REPORTED,IN WRITING,TO THE ARCHITECT 5. ALL CONCRETE SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE.ALL EXTERIOR FOOTINGS TO BE A MINIMUM OF ALL WALL PLYWOOD TO BE 1/2"THICK FOR CLARIFICATION. 36"BELOW FINISHED GRADE. For SI: 1 pound per square foot=0.0479 kPa, 1 mile per hour=0.447 m/s. r-, NEW 2x4OR2x6 STUD WALL @ 16" O.C. 5.GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE WORK OF ALL TRADES.ALL 4.WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY,CONCRETE,OR EXPOSED TO THE ELEMENTS MUST EE 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 strength required for weathering shall govern. SLOTS,SLEEVES,AND/OR OTHER OPENINGS TO BE COORDINATED AND SET BEFORE POURING CONCRETE. 6. A 6 MIL THICK POLYETHYLENE VAPOR BARRIER SHEET TO BE LAU)UNDER BASEMENT OR CELLAR SLABS ON GRADE. PRESSURE TREATED TO DEFINITE RETENTION AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS CI AND C2 The weathering column shall be filled in with the weathering index, "negligible,""moderate"or"severe"for concrete as determined from Figure R301.2(4).The grade of masonry units shall be determined FOR WATER-BOURNE PRESERVATIVE TREATMENT. from ASTM C34, C55, C62, C73,C90,CI29, CI45, C216 or C652. JOISTS 6.CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT,BRACING,SHORING,ETC. MASONRY: b.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.The jurisdiction shall fill in the frost line depth JOISTS ABOVE (TEMPORARY AND/OR PERMANENT)AS REQUIRED FORTH E SAFE INSTALLATION OF NEW 5.WHERE TRUSS RAFTERS,ROOF TRUSSES,GIRDER TRUSSES,AND OTHER PREFABRICATED FRAMING IS INDICATED,STRUCTURAL column with the minimum depth of footing below finish grade. CONSTRUCTION. L ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE SPECIFICATIONS OF ASTM MUC-90 AND SHALL IV HOLLOW, CALCULATIONS AND DETAIL DESIGNS PREPARED AND SEALED BY ANEW YORK STATE PROFESSIONAL ENGINEER MUST BE c.The jurisdiction shall fill in this art of the table to indicate the need for protection depending on whether there has been a history oflocal subterranean termite damage. 5 SECTION 7.ALL BATHROOMS AND POWDER ROOMS WITHOUT NATURAL VENTILATION TO BE VENTED AS PER TABLE MI505.4.4:PROVIDE ASWITCH- LOAD-BEARING CONCRETE BLOCK,GRADE N. ALL MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF SUBMITTED FOR REVIEW. d.The jurisdiction shall fill i n this s p g ry A5 / DETAIL CONTROLLED EXHAUST FAN WITHACAPACITYOF50CFMIN17ERMTITENTOR20CFMCONTINUOUS. 1000PSL MORTAR SHALL CONFORM TO THE SPECIFICATIONS FOR MORTAR,FOR UNIT MASONRY ASTMC-270ANDSHALLBE j part of the table with the wind speed from the basic wind speed map[Figure R301 .2(5)A].Wind exposure category shall be determined on a site-specific basis in accordance TYPE S MORTAR ALL MASONRY WALLS AND CORNERS TO BE PROPERLY BONDED. with Section R301.2.1 .4. 6.PROVIDE APPROVED WOOD BRIDGING AT WOOD FLOOR JOISTS @8'-o"O.C.MAXIMUM[SPACING. SECURE BOTTOM OF e.The outdoor design dry-bulb temperature shall be selected from the columns of 971 y S-1 BUILDING SECTION S.REFER TO STRUCTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING DRAWINGS FOR ADDITIONAL APPLICABLE 2.COMMON FIREWALLS BETWEEN ATTACHED HOUSING UNITS TO BE 8"CONCRETE BLOCK ON A POURED CONCRETE BRIDGING AFTER SUBFLOOR HAS BEEN NAILED. /2-percent values for winter from Appendix D of the Plumbing Code of New York State. Deviations from the Appendix D A5 NOTES AND SPECIFICATIONS FOUNDATION AND FOOTING AS SHOWN ON DRAWINGS. temperatures shall be pennitted to reflect local climates or local weather experience as determined by the building official. [Also see Figure R301.2(1 ).] 9. MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES,LIGHTING,COURSING,DIMENSIONS,HEIGHT, 3.CONCRETE MASONRY WALL REINFORCEMENT SHALL BE OF NON-CORROSIVE TRUSS-TYPE METAL APPROVED BY THE 7.ALL CARPENTRY MATERIALS TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. f.The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. - � ALIGNMENT,ETC.MOVE AND RELOCATE ANY PARTITIONS,WIRING,PLUMBING,AND DUCTWORKTHATMAYBE ARCHITECT.HORIZONTAL,CONTINUOUS TRUSS REINFORCEMENT SHALL BE PROVIDED AND INSTALLED AT EVERY SECOND 8.ALL INTERIOR SURFACES OF PARTITIONS,WALLS,AND CEILINGS SHALL BE COVERED WITH 1/2 THICK GYPSUM WALL BOARD. g. [NY]To establish flood hazard areas,each community regulated under Title 19, Part 1203 of the Official Compilation of Codes, Rules and Regulations of the State of New York(NYCRR)shall adopt a __1 - WINDOW CONCEALED IN WALLS OR CEILING BEING REVISED TO PROVIDE A COMPLETE JOB IN ALL RESPECTS. COURSE. VERTICAL SPACING OF REINFORCING MUST NOT EXCEED 16".WALLS SHOULD BE BRACED DURING CONSTRUCTION 5/8"THICK FIRECODE GYPSUM WALL BOARD SHALL BE USED ON WALLS AND CEILINGS IN GARAGE. 5/8"THICK MOISTURE flood hazard map and supporting data.The flood hazard map shall include, at a minimum, special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance UNTIL THEY ARE ADEQUATELY ANCHORED TO THE FLOOR AND ROOF SYSTEMS. RESISTENT GYPSUM WALL BOARD SHALL BE USED ON ALL BATHROOM WALLS AND CEILINGS.WONDER BOARD SHALL BE USED Study for the community,as amended or revised with: _ _ _ _ _ ]0.PROVIDE A MINIMUM 18"X 24"ACCESS OPENING TO ALL CRAWL SPACES AS PER SECTION R4o8.4 RCONYS.WHERE ON WALLS OR CEILINGS WHERE CERAMIC OR STONE FINISHED WILL BE USED IN BATHROOMS. i.The accompanying Flood Insurance Rate Map(FIRM), - - - - - ELEMENTS ABOVE MECHANICAL EQUIPMENT IS LOCATED IN CRAWL SPACE,PROVIDE ACCESS AS PER SECTION M1305.1.3 OF THE RCONYS. 4. ALL CONCRETE MASONRY UNIT WALLS TO BE LAID UP IN RUNNING BOND SET IN FULL MORTAR BEDDING. ii. Flood Boundary and Roodway Map(FBFM),and VENTILATE ALL CRAWL SPACES AS PER SECTION R408.2 OF THE RCONYS:THE MINIMUM NET AREA OF VENTILATION 9.ALL EXTERIOR WALLS TO BE 2X6 WOOD STUDS UNLESS NOTED OTHERWISE @16"O.C.WITH I/2"PLYWOOD COVERED WITH iii. Related supporting data along with any revisions thereto. OPENINGS SHALL NOT BE LESS THAN 1 SF.FOR EACH 150,IF.OF UNDER FLOOR SPACE AREA.ONE SUCH VENTILATING OPENING 5. ALL EXTERIOR BRICK AND INTERIOR STONE MASONRY VENEER MATERIALS SHALL BE IN COMPLIANCE WITH ANSI 15#ASPHALT SATURATED FELT OR OTHER APPROVED EQUAL. ALL WOOD STUD BEARING WALLS AND PARTITIONS SUPPORTING SHALL BEWITFIN36"OF EACH CORNER OF THE BUILDING. BUILDING CODE REQUIREMENTS. BRICK QUALITY SHALL BE SW GRADE AND SET IN TYPE S MORTAR. TOOLED JOINTS AS The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. - GIRDER / HEADER ABOVE WOOD TRUSSES OR JOISTS TO BE OF EACHw00DTRUSSORJOIST. h. 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 oflocal damage from the effects of ice damming,the jurisdiction shall 11„PROVIDE ATTIC ACCESS AS PER SECTION R807.1 OF THE RCONYS: ATTIC ACCESS OPENINGS SHALL NOT BE LESS THAN DIRECTED BY ARCHITECT. 10. WOOD STUD WALLS OR PARTITIONS EXCEEDING 10'INHEIGHIT SHALL HAVE STUDS BRIDGED OR ADEQUATELY BRACED fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO." 22 X30 AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. A30 MINIMUM 6.FIRE BRICK MORTAR,FLUE LINING,DAMPER AND OTHER REQUIRED ASSOCIATED ACCESSORIES SHALL BE FURNISHED AT INTERVALS NOT EXCEEDING S'VERTICALLYINAN APPROVED MANOR, L The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent)value on the National Climatic Data ® POST DOWN UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED @ SOME POINT ABOVE THE ACCESS OPENING. AND INSTALLED IN STRICTS ACCORDANCE WITH THE NEW YORK STATE FIRE PREVENTION,BUILDING,AND ENERGY CODES. Center data table"Air Freezing Index-USA Method(Base 32° F)." WHERE MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC,PROVIDE ACCESS AS PER SECTION M1305.1.2OF THE RCONYS. The jurisdiction shall fill in this art of the table with the mean annual tern INTERCONNECTED COMBINATION - 7.FURNISH AND INSTALL MASONRY VENEER METAL TIES OF APPROVED DESIGN AT THE RATE OF ONE TIE FOR EACH 300 11.PROVIDE FIRESTOPPING AT ALL WALLS,PARTITIONS,FIREPLACES,CHIMNEYS,AND ALL OTHER CONCEALED SPACES AS PER 1• 1 p temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)." k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic winds speed-up effects,the jurisdiction shall fill in this art of the r X%,SD SMOKE AND CARBONMONOXIDE 12.REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF LIENS,SIGNED BY ALL SUBCONTRACTORS SQUARE INCHES OF WALL SURFACE WITH SPACING NOT TO EXCEED 25 INCHES IN HORIZONTAL OR VERTICAL DIMENSIONS. SECTIONS R602.8 AND R1001.12 OF THE RCONYS. g g gp p j p AND MATERIAL SUPPLIERS,IN ADDITION TO THE GENERAL CONTRACTOR. p table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this art of the table. 11 CO DETECTORS AS PER R314 OF THE STRUCTURAL STEEL: 12. INSULATION IN ALL EXTERIOR FRAME WAILS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-15. INSULATION IN 1. In accordance with Figure R301.2(5)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with"YES"and identify any specific IRCONYS AND 915 OF THE IFCONYS 13.ALL ELECTRICAL WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE NATIONAL CODE AND NEW YORK STATE ROOF CEILINGS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-30.INSULATION AT LIVING SPACE ABOVE GARAGE TO requirements. Otherwise,the jurisdiction shall indicate"NO"in this part of the table. BOARD OF FIRE UNDERWRITERS.THE FINAL CERTIFICATE OF APPROVAL MUST BE SUBMITTED TO THE OWNER PRIOR TO 1.ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM WITH ASTM A36. BE R-30. COMMON WALLS AT ATTACHED UNITS SHALL HAVE FIBERGLASS BAITS OF R-15 AT EACH SIDE.ALL INSULATION m. In accordance with Section R301 .2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s). Otherwise,the jurisdiction shall indicate"NO"in this part of the table. FINAL PAYMENT 2.THE DESIGN,FABRICATION,AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST TO HAVE A VAPOR BARRIER SURFACE EXPOSED TO HEATED SPACE. n.The jurisdiction shall fill in these sections of the table to establish the design criteria using Table la or 1 b from ACCA Manual J or established criteria determined by the jurisdiction. EDITION OF THEAISCSPECIFICATION. o. [NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301 .2(6)for sites at elevations up to 1,000 feet. Sites at elevations above 1,000 feet shall have 14. ALL MATERIAL SHOWN ON DRAWINGS SHALL BE CONSIDERED NEW UNLESS NOTED OTHERWISE. 13.ALL STAIRS AND HANDRAILS SHALL COMPLY WITH SECTIONS R311.7 OF THE RCONYS: THE MAXIMUM RISER HEIGHT SHALL BE 8 T/4"AND THE MINIMUM TREAD DEPTH SHALL BE 9INCIES,UNLESS OTHERWISE NOTED ON PLANS. STAIRWAYS SHALL their ground snow load increased from the mapped value by 2 psffor every 1,000 feet above 1,000 feet. 15.REMOVE ALL RUBBISH AND DEBRIS RESULTING FROM WORK SITE TO BE KEPT IN BROOM CLEAN CONDITION 3. SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM 233 E70 SERIES ELECTRODES AND THROUGHOUT ALL PHASES OF WORK. A307 BOLTS WITH LOCK WASHERS. NOT BE LESS THEN 36"NI CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT.HANDRAILS SHALL NOT PROJECT MORE THAN4.5„ ON EITHER SIDE OF THE STAIRWAY AND THEMMIlvIDM TABLE R301.5 TABLE R301.7 CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR 16.THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION ADMINISTRATION OR MANAGEMENT. 4. PAINT ALL STEEL ONE SHOP COAT OF RUST INHIBITIVE PAINT AND FIELD TOUCH UP EXCEPT FOR AREAS TO BE WELDED. CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL NOT BE COLOR TO BE GREY UNLESS OTHERWISE DIRECTED BY THE ARCHITECT. LESS THAN 31.5"WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27" WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. MINIMUM UNIFORMLY ALLOWABLE DEFLECTION MAINTAINING JOB SITE SAFETY DURING THIS PHASE 17. PROVIDE OWNER WITH ALL NECESSARY CERTIFICATES OF INSURANCE. DISTRIBUTED LIVE LOADS (PSF) MEMBERS OF STRUCTURAL ME OF WORK&SHALL COMPLY WITH ALL APPLICABLE 5.ALL STRUCTURAL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER IN COMPLIANCE WITH THE AMERICAN FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING 18.GUARANTEE IN WRITING ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM FROM FINAL WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE. BUT NOT LIMITED TO BUILDING CODES, OSHA 14.ALL CARPENTRY WORK SHALL BE PERFORMED IN CONFORMANCE WI•TH GOOD TRADE PRACTICE,RECOMMENDATIONS OF DEFLECTION REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS ACCEPTANCE BY OWNER MANUFACTURERS,AND IN CONFORMANCE WITH THE RCONYS,INCLUDING MEFOLLOWING USE LOAD STRUCTURAL MEMBER 6. DR WINGS. RING BEAMS TO HAVE STANDARD ANGLES,ANCHORS,AND BEARING PLATES UNLESSOTFERWISENOTED UNIHABITABLE ATTICS WITHOUT STORAGE 10 RAFTERS HAVING SLOPES GREATER THAN 3:12 W/ U180 MATERIAL REMOVAL&DISPOSAL. 19.CONSEHESE RVATION S HAVE EENPREPA STATE ED IN 020RCOCE WITH THEMINIlvIUMSTANDARDSOF2020ENERGY ON DRAWINGS. A.FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE. BRACE,PLUMB,AND LEVEL ALL MEMBERS UNIHABITABLE ATTICS WITH LIMITED STORAGE 20 FINISHED CEILING NOT ATTACHED TO RAFTERS CONSERVATION CODE OF NEW PORK STATE AND THE 2020 RCONYS. MOISTURE PROTECTION: AND SECURE WITH SUFFICIENT NAILS,SPIKES,AND BOLTS TO ENSURE RIGIDITY. HABITABLE ATTICS AND ATTICS 30 THE CONTRACTOR SHALL INDEMNIFY&HOLD 20.ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT SHALL AT B.PROVIDE SOLID SURFACES AT ALL CORNERS LEA SERVED WITH FIXED STAIRS INTERIOR WALLS AND PARTITIONS H/180 HARMLESS THE OWNER,THE ARCHITECT,AND BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. I. FOUNDATION WALL EXTERIOR SURFACES TO BE PROTECTED FROM BOTTOM OF FOOTING TO WITHIN 12"OF GRADE WITH DRYWALL,ETC...FORM SURFACES WITH FRAMINGG LEAST 11/4"WIDE IN BOTH DIRECTIONS FOR SECURING ORING,MEMBERS OR WITH 2"WOOD BLOCKING SECURED WITH AT LEAST TWO BALCONIES EXTERIOR)AND DECKS 40 THEIR AGENTS&EMPLOYEES FROM AND AGAINST THE APPLICATION OF TWO TROWEL COATS OF BITUMINOUS MASTIC SEPARATED BY A LAYER Of ASPHALT-SATURATED MESH. FIRE ESCAPES 40 FLOORS U360 ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES 21.THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ANY CONDITIONS WHICH MAY AFFECT THE DESIGN BDNAIL5ATEACHEND. GUARDS AND HANDRAILS 200 ARISING OUT OF OR RESULTING FROM ANY OF THE OR CONSTRUCTION OF THE WORK 2.ALTERNATE MATERIAL FOR FOUNDATION WALL PROTECTION TO BE A RUBBERIZED ASPHALT INTEGRALLY BONDED TO C.PROVIDE DOUBLE JOISTS,TRUSSES,AND HEADERS AT WATER CLOSET DRAIN BENDS AND AT ALL VENT AND MECHANICAL GUARD IN-FILL COMPONENTS 50 CEILINGS WITH BRITTLE FINISHES U360 ITEMS LISTED ABOVE. POLYETHYLENE SHEET BITUTTIENEAS MANUFACTURED BYW.R GRACE COMPANY OR APPROVED EQUAL.INSTALLATION TO OPENINGS TWO FEET OR MORE IN WIDTH UNLESS OTHERWISE DIRECTED BYARCHITECT. PASSENGER VEHICLE GARAGES 50 (INCLUDING PLASTER AND STUCCO) 22. THE LAYOUT OF THE HEATING&COOLING SYSTEMS,'TO BE DESIGNED BY THE APPROPRIATE SUBCONTRACTORS,AND COMPLY WITH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS.EXTRA PRECAUTIONS OR PROVISIONS ARE REQUIRED SHALL COMPLY WITH CHAPTER 14 OF THE RCONYS. DURING INCLEMENT WEATHER AND SITE CONDITIONS TO ENSURE SATISFACTORY PERFORMANCE OF THE WORK ROOMS OTHER THAN SLEEPING ROOMS 40 THE CONTRACTOR SHALL VERIFY ALL FIELD D.TAIL JOISTS OVER FOUR FEET LONG AND HEADER JOISTS SH{ALLBEHTiJNGIN APPROVED METAL STIRRUPS OR HANGERS AND SLEEPING ROOMS 30 CEILINGS WITH FLEXIBLE FINISHES U240 CONDITIONS AND NOTIFY THE ARCHITECT OF ANY 23.THESE CONSTRUCTION DOCUMENTS,AND ALL COPYRIGHTS CONTAINED HEREIN,ARE THE SOLE PROPERTY OF THE 3.TERMIIEPROTECTIONOFAPPROVEDTYPESNALLBEPROVIDEDINACCORDANCEWITHSEGTIONR3170FTHERCONYS. SPIKED SECURELY UNLESS SUPPORTED ONA WALL ORGIRDER STAIRS 40 (INCLUDING GYPSUM BOARD) CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE ARCIBTECTANDCANNOTBEUSEDFORANYOTHERMEANS 4.FLASHING TO BE PROVIDED AT ALL HEADS AND SII.IS OF DOORS AND WINDOWS,CHIMNEYS,AND GRAVEL STOPS E.ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH THE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. INCLUDING ALL INTERSECTIONS OF ROO. VES WITH VERTICAL OR SLOPING SURFACES SUCH AS VALLEYS,HIPS,RIDGES,AND 24.ALL HABITABLE AREAS SHALL BE VENTED AS PER 0 TION R303.1 OF THE RCONYS: AGGREGATE GLAZING SHALL NOT BE RECOMMENDED NAILING SCHEDULE INCLUDED IN THE CONSTRUCTION DOCUMENTS AND AS NOTED: ALL OTHER STRUCTURAL MEMBERS U240 LESS THAN 8%OF THE FLOOR AREAS OF SUCH ROOMS&TIE MINIMAL OPENABLE AREA TO THE OUTDOORS SHALL BE 4%OFHING THE ARCHITECT SHALL BE HELD HARMLESS BY ANY THE FLOOR AREA BEING VENTILATED. FLASHING DOORS WINDOWS MATERIALS 3OUNCEANDCAFABRICMA MATERIMASOAL R ISEAECOPPED. BLIND SILL 1. STUDS NOT LESS THAN 2X4@16"O.C.DOUBLED AROUND OPENINGS AND TRIPLED ATCORNERS. EXTERIOR WALLS-WIND LOADS H/360 AGENCY FOR ANY"ERRORS&OMISSIONS"ON FLASHING AT DOORS AND WINDOWS TO BE 3 OUNCE COPPER FABRIC MIATERLAL UNLESS OTHERWISE APPROVED. BLIND 2.PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER WITH PLASTER OR STUCCO THESE DOCUMENTS. FLASH WITH APPROVED MATERIALS AT ALL INTERSECTING ROOF JUNCTURES. COORDINATE INSTALLATION OF ALL 25.ASSUME A SOIL-BEARING CAPACITY OF 1 TON AS PER TABLE R401.4.1 OF THE RCONYS.ANY UNSTABLE SOIIJSUBSURFACE 3.FRAMING TO SUIT WORK OF OTHER TRADES. ' CONDITIONS WHICH MY AFFECT THE STABILITY OF THE STRUCT SHALL BE REPORTED TO THE ARCHITECT PRIOR TO THE FLASHING WITH CARPENTRY,MASONRY,AND ROOFING TRADES. 4.PROVIDE TWO 2X4 STUDS AT THE END OF HEADERS UNLESS OTHERWISE NOTED ON DRAWINGS. R301.2.2.2 URE CONTINUATION OFwoRK 5.PROVIDE SOLID BEARING FOR FULL WIDTH OFTRUSSES,JOISTS,RAFTEItS,AND CIRDERS,ETC... WEIGHTS OF MATERIALS (PSF) EXTERIOR WALLS-WIND LOADS H/240 THE CONTRACTOR IS SOLEY RESPONSIBLE FOR S.SKYLIGHTS TO BE OF SIZES SHOWN ON DRAWINGS,DOUBLE-INSULATED,SELF-FLASHING WITH INTEGRAL CURBS. WITH OTHER BRITTLE FINISHES "METHODS&MEANS"OF CONSTRUCTION. THE 26. FINISH ROOFING SHALL COMPLY WITH THE MINIMUM STANDARDS OF R902.1 OF THE RCONYS. UNITS TO BE ALIGNED WITH SLOPING ROOF TRUSSES. F. "FLOORING SHALL BE INSTALLED WITH FACE GRAIN ACROSS SUPPORTS.NAIL WITH 6D COMMON NAILS @6"O.C. DEAD ARCHITECT IS NOT RESPONSIBLE FOR FIELD ALONG SUPPRTED EDGES AND 10"O.C.AT INTERMEDIATE SUPPORTS.BREAK JOINTS IN ADJACENT COURSES.LOCATE END USE LOAD EXTERIOR WALLS-WIND LOADS H/120 SUPERVISION. 27. SMOKE DETECTORS SHALL BE INSTALLED AS PEP,THE MINIMUM REQUIREMENTS OF SECTION R314 OF THE RCONYS: SMOKE B CAULKANDSSTPASSEAL GEOFMVISTURED E NDAIRATALLDOORS,RIAL ALL JOINTS AND WINDOWS,TIONS SREQUIRENINGSTD TO VIDE EXTERIOR.A POSITIVE JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY BELOW SURFACE.UNDERLAYMENT,WHERE REQUIRED, COMBINED ROOF AND CEILING ASSEMLIES 15 PSF WITH FLEXIBLE FINISHES ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM,,OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY BARRIER AGAINST PASSAGE OF MOISTURE AND AIR AT ALL DOORS,WINDOWS,AND OTHER OPENINGS TO THE EXTERIOR SHALL BE SIMILARLY INSTALLED. OF THE BEDROOMS,ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING BASEMENTSICELLARS,BUT NOT INCLUDING FL ASSEMBLIES 10 PSF CRAWLSPACESANDUNINHABITABLEATTICS. FINISHES: G.ROOF SHEATHING SHALL BELAU)WITHFACEGRAINATRIGHTANGLESTOSUPPORTS.LOCATE END JOINTS OVER EXTTERIORERIOR LIGHT-FRAME WOOD WALLS 15 PSF LINTELS SUPPORTING MASONRY L/600 1. SAMPLES OF ALL FINISHES,MOLDINGS,HARDWARE,ETC..ARE TO BE SUBMITTED TO OWNER/ARCHITECT FOR APPROVAL SUPPORTS AND STAGGER JOINTS. PROVIDE METAL H-CLIP AT JOINTS AT SIDES OF PANELS WHEN SPACING OF THE SUPPORTS INTERIOR LIGHT-FRAME WOOD WALLS 10 PSF VENEER WALLS 28.BUILDING STRUCTURAL MATERIALS OR ASSEMBLIES SUBJECT TO DETERIORATION SHALL CONFORM TO SECTION R317 OF THE PRIOR TO INSTALLATION. IS 24"O.C. RCONYS. 2.DRYWALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH US GYPSUM CO.INSTRUCTIONS.JOINTS SHALL BE TAPED H. FURRING,WHERE REQUIRED,TO BE TRUE TO LINE,NOT OVER 16"O.C.AND FASTENED SECURELY TO SUPPRTENG SURFACE. 29. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ITEMS FOR THE PROIER COMPLETION OF THE WORK. ANY AND SPACKLED(3 COATS)READY TO PAINT.ALL CORNERS AND EXPOSED EDGES SHALL HAVE APPROVED METAL BEADS �I E D AR OWSSION IN THE DESCRIPTION DOES NOT RELIEVE THE CONTRACTOR OF DELIVERING A COMPLETED PROJECT IN SPACKLED SMOOTH. 15.ALL FLOORS TO BE COVERED WITH CARPET SHALL HAVE ONE LAYER OF 3/4"UNDERLAYMENT BOARD OR OMER NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD \5O N51OPHF hi ACCORDANCE WITH ACCEPTED PRACTICE. APPROVED EQUAL OVER SUBFLOOR.FLOORS TO BE COVERED WITH OAK FLOORING OR TILE SHALL HAVE ONE LAYER OF CONSTRUCTION AND/OR TIMBER CONSTRUCTION IN RESIDENTIAL STRUCTURES. 40 r, o� 0- 3. COVER ALL WALLS AND ALL CEILINGS WITH I/T GYPSUM BOARD. BATHROOM WALLS(TO BE PAINTED OR WALL PAPERED) 3/4"PLYWOOD SUBFLOOR I N ACCORDANCE WITH TITLE 19 NYCRR PART 1265 Q �� -A AND CEILINGS SHALL RECEIVE M.R.GYPSUM BOARD AND ALL BATHROOM WALLS OR CEILINGS TO RECEIVE TILE SHALL 30. THE OWNER AND ARCHITECT HAVE THE AUTHORITY'TO REJECT WORK THAT DOES NOT CONFORM TO THE DRAWINGS. ( ) Ir � THE CONTRACTOR SHALL CORRECT ALL WORK REJECTEDAT NO ADDITIONAL COST. HAVE WONDER BOARD INSTALLED. 16.ALL LUMBER DELIVERED AND STORED AT PROJECT SITE SHALL BE PROTECTED FROM THE WEATHER WITH A TARPAULIN * < 11 1. z � OR HEAVY GAUGE PLASTIC.ALL WOOD MATERIAL SHALL BE STOCK-PILED ON WOOD DUNNAGE IN A RELATIVELY FIAT, SIGNS IDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCTION SHALL 31.THE CONTRACTOR IS OBLIGATED TO COMPLETE ALL ITEMS AS DESCRIBED IN THE FINAL,REVISED PUNCH LIST AT THE 4.PROVIDE 5/8"TYPE X GYPSUM BOARD IN GARAGE ON CEILING AND WALLS TO MAINTAIN ONE-HOUR FIRE RATING. DRY AREA. THE SAME PROTECTION SHALL BE PROVIDED DURING SHIPPING OR INSTALLATION. CONSISTS OF A CIRCLE 6"IN DIAMETER,WITH A STROKE WIDTH OF 1/2".THE N I - -� �. CLOSEOUT OF THE CONSTRUCTION. PROVIDE SAME ON MECHANICAL ROOM WALLS AND CEILING AND ONALL SHAFT WALLS. SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN COLOR.THE CIRCLE PLEASE TAKE NOTICE E AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR, CONFORMING TO (CHECK ALL THAT APPLY)Y):: �4684a 32.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE WORK OF THE GENERAL CONTRACTOR PLUMBING: PANTONE MATCHING SYSTEM (PMS)#187.WHERE SIGN IS DIRECTLY �OF NEB OR SUBCONTRACTORS NOR SHALL HE/SHE GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. � NEW RESIDENTIAL STRUCTURE 1.PROVIDE ROUGHING INCLUDING SHUT-OFF VALVES,DRAINS,PIPING,VALVES,VENT LINES,TRAPS,ETC...FORCOMPLETE APPLIED TO A DOOR OR SIDELIGHT, IT MAY BE A PERMANENT NON-FADING 33. IF ANY CONTRACTOR OR SUBCONTRACTOR OBJECTSTO THE CHARACTER OF THEDETAILSHESHALLNOTIFYTHE INSTALLATION. STICKER OR DECAL. SIGNS NOT DIRECTLY APPLIED TO DOORS OR ❑ ADDITION TO EXISTING RESIDENTIAL STRUCTURE ARCHITECT PRIOR TO CONTINUATION OF THE WORK. SIDELIGHTS SHALL BE OF STURDY, NON-FADING,WEATHER RESISTANT 2. INSTALL OWNER-SELECTED PLUMBING FIXTURES AND FITTING PER DRAWING INSTRUCTION. MATERIAL. THE CONSTRUCTION TYPE ❑ REHABILITATION TO EXISTING 34.BASEMENTS WITH HABITABLE SPACE&EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE& RESIDENTIAL STRUCTURE RESCUE OPENING AS PERSECTIONR3100FTHERCONYS: EMERGENCY ESCAPE&RESCUE OPENINGS SHALL HAVE A SILL HEIGHT OFNOT 3. INSULATE ALL WATER PIPING. DESIGNATION SHALL BE OFFICIAL PLANS ARE DULY SIGNED AND MORE THAN 44"ABOVETI-IE FLOOR AND SHALL HAVE Ah41NIMUM NET CLEAN OPENING OFS SQUARE FEET. 6"DNA• "I","II","III","IV"OR"V"TO TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT SEALED AND BEAR RED-INK SIGNATURE 4. ALL PLUMBING WORK SHALL COMPLY WITH CHAPTER 25 OF THE RCONYS. REFLECTIVE INDICATE THE CONSTRUCTION PROPERTY REFERENCED TO THE LOWER RIGHT WILL 35.PROVIDE SAFETY GLAZING AS PER SECTION R308 OF THE RCONYS FOR ALL HAZARDOUS AREAS DEFINED UNDER SECTION R308.4 OF RED PANTONE CLASSIFICATION OF THE UTILIZE(CHECK EACH APPLICABLE LINE): STRUCTURE UNDER SECTION THE RCONYS: ALL GLASS LESS THANI8"ABOVE THE FLOOR SHALL BE TEMPERED. 5.PROVIDE ALL NECESSARY HANGERS,EXPANSION JOINTS,STRAPS,ETC...TOPROVIDE COMPLETE INSTALLATION. (PINS)#187 \ / TRUSS TYPE CONSTRUCTION(Tr) Model Name: Countac V 602 OF THE BCNYS. ❑ 36.INSTALLATION,LOCATION,AND VENTILATION OF ALIT,MECHANICAL SYSTEMS SHALL COMPLY WITH CHAPTER 13 OF THE RCONYS. 6.ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL AUTHORITIES HAVING JURISDICTION AND WITH THE Proposed New Home for: NEW YORK STATE DEPARTMENT OF HEALTH.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. z ELECTIVE Xj PRE-ENGINEERED WOOD CONSTRUCTION(PIN) 37. FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND HORIZONTAL)AND TO FWHITE FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP STORY AND THE ROOF SPACE AS PER SECTION R602.8 OF HEATING AND COOLING: N R 1/2"STROKE ❑ TIMBER CONSTRUCTION(TC) THE RCONYS.MASONRY CHIMNEYS AND FIREPLACES SHALL COMPLY WITH SECTION R1001 OF THE RCONYS. :D3 38. GARAGE FIRE SEPARATIONS SHALL COMPLY WITH SECTION R309 OF THE RCONYS: OPENINGS BETWEEN THE GARAGE AND 1.PROVIDE FORCED HOT WATER BASEBOARD HEATNG SYSTEM DESIGNED BY MECHANICAL CONTRACTOR SIGNS IDENTIFYING EXI STIANCE OF TRUSS E IN THE FOLLOWING LOCATION(S) ARAMOUNT RESIDENCE SHALL BE EQUIPPED WITH A 45-MINUTE FIRE-RATED DOOR ASSEMBLY EQUIPPED WITH A SELF-CLOSING DEVICE.DUCTS IN 2.ALL HEE a`TING&COOLING EQUIPMENT SHALL COMPLY WITH CHAPTER 14 OF THE RCONYS.. DESIGNATION FOR STRUCTURAL (CHECK ALL APPLICABLE): CONSTRUCTION SHALL DEVELOPMENT GROUP THE GARAGE AND DUCTS PENETRATING THE WALLS AND CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE 3.COORDINATE WITH OWNER THE NUMBER OF ZONES AND LOCATIONS OF THERMOSTATS. COMPONENTS THAT ARE OF TRUSS CONSISTS OF CIRCLE 6"IN ❑ FLOOR FRAMING,INCLUDING GIRDERS MI CONSTRUCTED OF A MINIMUM NUMBER 26 GAGE SHEET STEEL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.WHERE PARTITIONS TYPE CONSTRUCTION DIAMETER,WITH A STROKE AND BEAMS(F) ARE USED TO SEPARATE VERTICALLY AN ATTACHED GARAGE FROM A DWELLING OR ITS AMC,THE PARTITION ASSEMBLY SHALL 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. WIDTH OF 1/2".THE SIGN floLUMEN AWHITEffURE HAVE A 3/4 HOUR FIRE-RESISTANCE RATING. WHERE HORIZONTAL CONSTRUCTION IS USED TO SEPARATE THE GARAGE FROM THE "F" FLOOR FRAMING,INCLUDING BACKGROUND SHALL BE ❑ ROOF FRAMING(R) RESIDENCE OF ITS AMC,SUCH CONSTRUCTION SHALL BE PROTECTED WITH ONE LAYER OF 5/8"THICK TYPE"X"GYPSUM BOARD. ELECTRICAL: GIRDERS AND BEAMS OPENINGS IN HORIZONTAL SEPARATIONS SHALL NOT BE PERMITTED EXCEPT WHERE THE RESIDENCE IS OTHERWISE PROTECTED BY REFLECCTIVE WHITE IN COLOR. 1. ALL ELECTRICAL POWER AND LIGHTING SHALL COMPLY WITH CHAPTER 34 OF THE RCONYS AND WITH THE NYS ENERGY CODE. >< FLOOR FRAMING AND ROOF FRAMING(FR) 2 Windemere Court, VERTICAL SEPARATIONS. REGULATIONS C4050F THE NEW YORK STATE ENERGY CODE. "R" ROOF FRAMING THE CICLE AND CONTENTS 39. HABITABLE SPACES SHALL COMPLY WITH SECTION R303 OF THE RCONYS. SHALL BE REFLECTIVE RED IN P.O. Box 169, Speonk,NY 11972 40. PROVIDE 6 MIL POLYETHYLENE VAPOR BARRIER UNDER CONCRETE SLABS. 2.POWER AND LIGHTING DISTRIBUTION SYSTEMS TO COMPLY WITH NECA,THE NATIONAL BOARD OF FIRE UNDERWRITERS, "FR" FLOOR AND ROOF FRAMING COLOR, CONFORMING TO Phone: 631-874-2925 AND ALL STATE AND LOCAL STANDARDS. PANTONE MATCHING SYSTEM tM Fax: 631-874-7377 41.ALL WORK SHALL COMPLY WITH THE NEW YORK STATE FIRE PREVENTION AND BUILDING CODE. (PMS)#187.WHERE A SIGN IS SITE WORK: 3.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL SERVICE LOCATION WITH UTILITY COMPANY. DIRECTLY APPLIED TO A DOOR i === I_ adam@delumenarchitecture.com 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION AND APPROVAL OF WIRING,INSTALLATION OF FIXTURES OR SIDELIGHT, IT MAY BE A 1. CLEAR AND GRADE SITE TO ELEVATIONS SHOWN ON APPROVED SITE PLAN. AND EQUIPMENT,AND FOR FINAL ACCEPTANCE OF THE ELECTRICAL INSTALLATION BY THE LOCAL ELECTRICAL INSPECTORS. PERMANENT NON-FADING #6 7 S Pine Tree Road STICKER OR DECAL. SIGNS NOT 2.LOCAL OFFICIAL TO DETERMINE WHETHER CERTAIN TREES DESIGNATED TO REMAIN SHALL BE SAVED. RETAINED TREES 5.CONTRACTOR SHALL PROVIDE ALL LIGHTING FIXTURES,UNLESS OTHERWISE NOTED TO BE PROVIDED BY OWNER, DIRECTLY APPLIED TO DOORS SHALL BE PROTECTED BY A 48"HIGH BARRIER SET 12"AWAY FROM THE TREE TRUNK FOR EACH I"OF TREE DIAMETER, INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. OR SIDELIGHTS SHALL BE OF Cutchogue, New York, 1193 5 SUBJECT TO FIELD ADJUSTMENT. STORAGE OF CINSTRUCTION MATERIAL WITHIN BARRIER WILL BE PROHIBITED. THERE STURDY, NON-FADING, Town of Southold SHALL BE NO FUEL STORAGE IN VICINITY OF TREE BARRIERS. 6.PROVIDE ALL OUTLETS,SWITCHES,DIMMERS,ROUGHING,WIRE,JUNCTION BOXES,ETC...TO PROVIDE COMPLETE WEATHER RESISTANT 3.EXCAVATE FOR FOOTINGS TO MINIMUM DEPTHS DHOV✓N ON DRAWINGS. ENCOUNTERED SOIL TO BE UNDISTURBES,VIRGIN INSTALLATION. MATERIAL. County of Suffolk SOIL WITH AN ALLOWABLE BEARING CAPACITY OF NOT LESS THAN ONE TON PER SQUARE FOOT. 7• ALL INTERIOR WIRE SHALL RUN CONCEALED AND ALL EXTERIOR WIRE SHALL BE RUN IN CONDUIT. Zone: R-40 4. STEP FOOTINGS,WHERE ELEVATION CHANGES,ONE VERTICAL TO TWO HORIZONTAL AS SHOWN ON DRAWINGS OR S CTM #: 1000-104-1-6 Non-Conforming WHERE ENCOUNTERED SOIL OR FIELD GRADE CONDITIONS REQUIRE CHANGES IN FOOTING ELEVATIONS. S.OUTLET AND SWITCH LOCATIONS SHALL COMPLY WITH ACCEPTED PRACTICE,OUTLETS 12"AFF AND SWITCHES 42 AFF. 9.LABEL PANEL BOARD OF ALL CIRCUITS. Code Notes 5. CONTRACTOR MAY BACKFILL AGAINST FOUNDATION'WALLS ONLY AFTER SEVEN DAYS OF CONCRETE CURE TIME USING PROPER CONSTRUCTION METHODS,MATERIAL,AND EQUIPMENT TO AVOID DAMAGE TO THE WALLS AND MEMBRANE 10. COORDINATE WITH ALL OTHER TRADES FOR LOCATIONS OF STRUCTURAL WORK,PIPING,ETC...TO AVOID CONFLICT. WATERPROOFING. ADEQUATELY BRACE WALLS PRIOR TO BACKFILL. 11. COORDINATE WITH OWNER ANY ADDITIONAL ELECTRICAL WORK THAT MAY BE REQUIRED THAT IS NOT INCLUDED 6. REMOVE TOPSOIL AND OTHER SURFACE MATERIAL IN PREPARATION FOR POURING CONCRETE SLAB.INTERIOR SLABS ON IN THE CONSTRUCTION DOCUMENTS. GRADE TO BE POURED ON COMPACTED POROUS FILL OR SUITABLE ON-SITE MATERIAL. Date: November 10, 2025 I IScale: As noted IA2 Project No: DA250068 i 8"P.C. CHEEK WALLS ON 16"x 8"P.C. FOOTINGS SYMBOL LEGEND 12"#5 REBAR DOWELS 21'_2" BETWEEN CHEEK WALLS 32'-102" 101, -1 EARTH 3 2 8" T-4" 8" T-4" 8" 11'-6" 3° POURED CONCRETE OR 8" CMU BLOCK r----t EXISTING STUD WALL TO REMAIN -„ -------- -_- ----�F�-----------_- ---�. --------� EXISTING STUD WALL N N `{ I _ TO BE REMOVED - - - �� - -1 L_ - - - _ — � �L— r--- ---- ----_-------- (� -� II : iI NEW 2x 4 OR 2x 6 Ii :_:.. - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - � _tl �l STUD WALL @16" O.C. II I; JOISTS i8 31'-a2" JOISTS ABOVE UNEXCAVATED ( ;I 16"x 16"POURED CONCRETE III . °D I ° S PIER ON 30"x 30"x 15"DEEP P.C. SECTION DETAIL io PIER WITH 3-#5 REBAR E.W. IN r FILL&TAMP FOR P.C. SLAB ( i( BOTTOM WITH 1-#5 VERTICAL 1 1 II ,,'. I Co 1 WITH BLUESTONE:ABOVE.SEE I it S-1 REBAR INTO PIER ABOVE 1'-62' 1,-4„ 12'-92' T-6" 2'-0" 3,i Is" 21'-32' DETAIL THIS SHE T 9'-9" i( 3" 4'-72' 3'-4" AS BUILDING SECTION 'F_ WINDOW _ J II (I I 2"SLAB SEAT = I T. - II - b . 4-2"DIA. PVC - - - - - _ ,x.,, Uu_ ,,_,. . u., ,U ,Au, . - -- - - - - - - - - - - - - - N :. _ I — — — — — ELEMENTS ABOVE � I � - - - - J r - - - - - - - - - -' ��. SLEEVES ( - - - - - - - - - - - 'I I FND.WALL ' :. r = — �- GIRDER / HEADER ABOVE CoI ( 8' '( 2 1'-2" 2'-2" o T-92 CLG I= ® POST DOWN BASEMENT ------ --- - 8"P-C. CHEEK WALLS ON iv 16"x 8"P.C. FOOTINGS INTERCONNECTED COMBINATION - 4' P.C. SLAB L SD SMOKE AND CARBONMONOXIDE - - - I ix � ` CO DETECTORS AS PER R314 OF THE I IRCONYS AND 915 OF THE IFCONYS -1- 15'-8„ T-6„ 8„ 2'-0" 31'-62„ *=IV 10" r3 92 il1'-2„12,_2„ N �-IN I —=1v rlv h Q IL —ii— — N 8"�P.C.CHEEK WALLS ON "' :: ...._-. 16 x 8 P.C. FOOTINGS 4- 14'x 118' LOW LVL HEADER WITH w - - o __ _z FILL&TAMP FOR --- - 2x 8 P.T. TE ABOVE ON 4"DIA. I - CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR 4"P.C. SLAB Z•i ,.; iv STEEL LA LY COLUMN z - J I ON 30"x 3 "x 15"DEEP POURED w I` I MAINTAINING JOB SITE SAFETY DURING THIS PHASE WITH BLUESTONE � r r - ' ABOVE. SEE DETAIL SIN I I J I CONCRE FOOTINGS WITH �I� ".° I OF WORK&SHALL COMPLY WITH ALL APPLICABLE 11 ...:°.. .. L. THIS SHEET I I I I 3-#5 RE-BAR E.W. 13'-51" °" 1, r I ti FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING 4-2" 15-8' 8'I _ 4-8 10" 12'-9" 2 13 32 w° 8'� I2" 2,_2" 8" 7z'WIDE x 4"DEEP x BUT NOT LIMITED TO BUILDING CODES, OSHA in I M 72'WIDE x 4"DEEP x � 12"HIGH BEAM POCKET REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS : , ( ci 4,_8„ I -I 12"HIGH BEAM POCKET _ w I PROVIDE SLATE SHIMS MATERIAL REMOVAL&DISPOSAL. � - - - J I PROVIDE SLATE SHIMS F -1 - AS REQUIRED _ - - - _ - z 1- c,N THE CONTRACTOR SHALL INDEMNIFY&HOLD AS REQUIRED I I w L - J_ HARMLESS THE OWNER,THE ARCHITECT,AND DROP TOP OF = I „ 0 13'-7 3-, �iN SIN w L J L _ _ J a M 4'-2" ( 8 2 2 - Cl) 9-11,. _ _ _ T 1 °° 1, M FOUNDATION �� 32" w 1 0 FILL&TAMP FOR 36'-6-" I ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES WALL DOWN 2" �,� 0 3 7„ z _ - P.C. ARISING OUT OF OR RESULTING FROM ANY OF THE _ _ 2x4 STUD WALL OVER 2- 14'x 118 LVL o� PROVIDE" WALLBOARD -.J I II WITH BLUESTONE � ITEMS LISTED ABOVE. r - J I �b`r �-co L — J i ABOVE. SEE DETAIL SILL SEAL, R-15 BATTrS� STAIR TRIMMER 27 iz MEMBRANE TO THE UNDERSIDE OF I THIS SHEET THE CONTRACTOR SHALL VERIFY ALL FIELD y� �j✓� f 8 o THE FLOOR FRAMING MEMBER AS PER II BASEMENT EGRESS _ INSULATION 2'G.W.B. ;a WINDOW WELL WITH I .f I w ON BOTH SIDES. FIRE I `'M �„ SECTION R302.13 OF THE RCONYS. - - CONDITIONS AND NOTIFY THE ARCHITECT OF ANY i O 118 TJI-360 a R-11 DRAPED BATTS iv 18 WIDE ESCAPE f I_ CC ( I x w BLOCK AT TOP PLATES I I= - - o I CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE o - w - PRE-ENGINEERED v LADDER AND CUSTOM I (_, ( I v _ z (TYPICAL 1„ 1„ � 1,. 1� 1„ 1„ co I INSULATION --- - - RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. ►� 8" ' a T-6" 8" �;, v - ) 13 7-2 �3- I 3=82 32 1-102 4' 02 32 FLOOR JOISTS C? co `�I� ALUM.GRATE ABOVE f - - - - _ _ Mm,,:,-.ter,,. rr r,,:4 - :,- - - AS PER SECTION LO W - - ^ - O I o @ 16 O.C. ( THE ARCHITECT SHALL BE HELD HARMLESS BY ANY R310 OF THE IRCONYS. ( % - STAIRWAY& w r t- w co w 6o "� = w - - - - - - - - - - - - - - - - - AGENCY FOR ANY"ERRORS&OMISSIONS"ON LINE OF EDGE OF THESE DOCUMENTS. HANDRAIL _ _ I` BLUESTONE CAP L- - - - o AS PER SECTION `- a m ) it SIMPSON HUS410 �Im I 2" 2'_2" 8" `M° R311.7&R311.7.8 ao O Q UP FACE MOUNT JOIST > J i I 8"POURED REINFORCED ABOVE THE CONTRACTOR IS SOLEY RESPONSIBLE FOR POURED CONCRETE HEADER I ao OF THE RCONYS Q 14 Q HANGERS AT FLUSH -' ( CONCRETE FOUNDATION "METHODS&MEANS"OF CONSTRUCTION. THE #4 STIRRUPS @ 6"FOR 14"EACH 4) ~ c i LVL CONNECTIONS I WALL ON 16"x 8"P.C. ARCHITECT IS NOT RESPONSIBLE FOR FIELD 4'-2" 8' 13-9" � _ - I ( REINFORCED FOOTINGS. SUPERVISION. END AND FIELD @ 12"O.C.WITH SIN ) x w 2-#5 REBARS TOP&BOTTOM. I 3„ 7„ °' -� WHITE OAK TREADS N _ _ 3- 14 x 11$ LOW LVL HEADER WITH _ i = �Iz �N I SEE DETAIL THIS SHEET. C° EXTEND 14 MIN. PAST MASONRY ( 2x 8 P-T. PLATE ABOVE O "DIA.I I &POPLAR RISERS I = N zo °O OPENING EACH SIDE. 00 - - _ _ POPLAR STRINGERS I �N ( STEEL LALLY COLUMN I x I r=IN SIN x ON 30"x 30"x 15"DEEP DROP TOP OF ( o CONCRETE FOOTINGS WITH POURED N 2_ 13"x 1 �" LVL STAIR TRIM E I - � R `" I FOUNDATION „ 3 #5 RE-BAR E.W. SIN a SIN 11g"TJI-360 ( 8 M c,, 45-4' I PRE-ENGINEERED t 18" WALL DOWN 2" 6"WIDE x 4"DEEP x v FLOOR JOISTS Ir r-- - I 12"HIGH BEAM POCKET 16"O.C. I BASEMENT EGRESS _ _ @ - PROVIDE SLATE SHIMS o I_ ED AR WINDOW WELL WITH I .% r i AS REQUIRED o °D -- - 00 — °O 18"WIDE ESCAPE I_ = x OA LADDER AND CUSTOM %- p I � - - - - -- - - - - - - - - - - - - - - - - - - � Q - - -. .. ( �( I - v 13- { g 8'-72' I 8„ 1 „ I „ 1 V-61 I I- "' ALUM.GRATE ABOVE 6' `r T-6„ 8" " ,r� , 8" r �i 10'-2" i,8 2 ,_• m AS PER SECTION R310 OF THE IRCONYS. I UNEXCAVATED �' I �I SIN M o�- I— in co 046848 — — o I. . I �OF NE��I CID t1"THICK DIMENSION CUT M _ (L _ II _ BLUESTONE FIELD CAP WITH I :,-,-„ :.r-�-, ,>-r.,• -� , ,„ ,r_ ( N II _ _ __— -_-N —- _ --- - . ....... ... .. THERMAL FINISH AND ._ :• : _ :• :: . . .. _ - - - - -�--- ---------- --- ------�'- 3"GROUTED JOINTS - OFFICIAL PLANS ARE DULY SIGNED AND s 118"DEEP FILL&TAMP FOR 8"P.C-CHEEK WALLS ON SEALED AND BEAR RED-INK SIGNATURE FLOOR JOISTS 4"P.C.SLAB 16"x 8"P.C. FOOTINGS t1" MORTAR SETTING BED WITH BLUESTONE 12"#5 REBAR DOWELS Model Name: Countach 4"POURED CONCRETE SLAB ABOVE,SEE DETAIL 8" 10'-2" 8" BETWEEN CHEEK WALLS OVERALL DEPTH OF FINISHED PATIO THIS SHEET t2"THICK DIMENSION CUT (SEE FIRST FLOOR PLAN) 1 1„ Proposed New Home for: BLUESTONE EDGE CAP AND 8'-72 11'-6" 11-62 TREAD CAP WITH THERMAL FINISH AND;"GROUTED JOINTS OVERALL DEPTH OF P.C. CHEEK WALL :D3, 8 3" (SEE FOUNDATION PLAN) 15'-0" 31'-8" 15-4- &MITERED CORNERS w m [If m A� OU 1VT t2 THICK 'CULTURED STONE O O 05 O O 05 4-2 62-0 3-0 01 DEVELOPMENT GROUP VENEER OR EQUAL a O d cn a O d cn LEDGECUT33-DRY STACK O UL O d O U_ O (j (PEBBLE BEACH)V.I.F. ~ m ~ z ~ m F- z FOUNDATION PLAN floLUMEN AWHITEffURE � � O �� 0 O ALL FRAMING LUMBER TO BE DOUG FIR#1 #5 VERT. REBAR @ 20 O.C. 1"NOSING U v UNLESS OTHERWISE NOTED. (TYPICAL) I 6"AZEK"TRIM SCALE: 1/4"=1'-0" AS PER TABLE R404.1.2(9)& 2 Windemere Court N. 1'-2" TABLE R404.1.2(4)OF THE w L) l BIM OARD IRCONYS #4 HORIZONTAL P.O.Box 169, Speonk,NY 11972 -,� REBAR @ 39"O.C. Phone: 631-874-2925 rb (- I J PROVIDE SELF ADHERING PVC R4 PER TABLE Fax: 631-874-7377 R404.1.2(1)OF •- =,Nw FINISHED adam@delumenarchitecture.com _H r- c~n GRADE FLASHING MEMBRANE BETWEEN "GMX"WATERPROOFING THE IRCONYS • WOOD AND CONCRETE(TYP) OR EQUAL AS PER • SECTION R406.2 OF #675 Pine Tree Road 12"#5 REBAR DOWELS 2"SLAB SEAT THE IRCONYS. 4'P.C. SLAB BETWEEN CHEEK WALLS 1-2x 6 SILL PLATE WITH TERMITE 2" ' ' (3,500 PSI MIN.) Cutchogue, New York, 11935 8 OVER 6 MIL. Town of Southold • •• • SHIELD AND SILL SEAL(TYP) R401.4.1 GEOTECHNICAL EVALUATION. POLYVAPOR 8"POURED CONCRETE IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION, #5 DOWELS @ BARRIER.WITH COUri of Suffolk z_ CHEEK WALLS ON , ' s„ „ • ,� 24' O.C.8 HORIZ. $ DIA.x 12 LONG 10 THE LOAD-BEARING VALUES IN TABLE R401.4.1 SHALL 6x 6, 8/8,W.W.M. 16 x 8' P.C. FOOTINGS - LEG &28"VERT. LEG ANCHOR BOLTS BE ASSUMED. OVER 6"CRUSHED SCTM #: 1000-104-1-() Zone:R-40 o,', 2x 4 KEYWAY GRAVEL. Non-Conforming 10"POURED CONCRETE FOUNDATION R317 ALL SILLS AND PLATES ON EXTERIOR FOUNDATION TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING WALL ON 20"x 10"P.C. FOOTINGS WITH WALL TO BE PRESSURE PRESERVATIVELY TREATED. VALUES OF FOUNDATION MATERIALS WATERSTOP 3-#5 RE-BARS IN BOTTOM WITH"GMX" . . � • • Foundation Plan WATERPROOFING (10 YEAR). R317.3.1 FASTENERS. FASTENERS FOR PRESSURE CLASS OF MATERIAL (PSF) • ALL NEW POURED CONCRETE FOUNDATION WALLS,AND PRESERVATIVE AND FIRE-RETARDANT-TREATED WOOD LOAD-BEARING PRESSURE 3-#5 CONT. REBAR 16" • '• '. � FOOTINGS TO HAVE A MINIMUM COMPRESSIVE STRENGTH SHALL BE OF HOT-DIPPED GALVANIZED STEEL, DETAIL BLUESTONE PATIO COONTENT(PERCENT BY VOLUF 3,500 PSI AND SHALL BE ME ME O ENTRAINED. CONCRETE)SHALL STAINLESS STEEL,SILICON BRONZE OR COPPER. SAND, SILTY SAND, CLAYEY SAND, 2,000 FOUNDATION D ETAI L @ SILTY GRAVEL AND CLAYEY GRAVEL Date: November 10, 2025 SCALE: 3/4" = 1'-0" N PERCENT AS PER TABLE OT BE LESS THAN 5 CR402.ENT 02 OF THERCONYS. GREATER STEEL BOLTS.RE THAN EXCEPTION: NCH DIAMETER OR (SW, SP, SM, SC, GM AND GC) SCALE: 1/4"=1'-0" Scale: As noted Project No: DA250068 i SYMBOL LEGEND 62'-0" =1 I I=1 I I—I 11=1 EARTH 1=1 I I-1 I I 32'-102" T-112' POURED CONCRETE s OR 8" CMU BLOCK 2'-21„ 18'-1111, 8,_21„ 2 2 2 9'-2" 5'-0" 10'-6" EXISTING STUD WALL TO REMAIN 01 EXISTING STUD WALL --------] TO BE REMOVED �---I NEW 2x 4 OR 2x 6 11 STUD WALL @ 16" O.C. �G.jr JOISTS ABOVE BL EST NE OR CH— A5 SECTION / DETAIL - - _ o z x 2- ' -0 - o s5 BUILDING SECTION (V (V A5 10"x 10"LOAD BEARING - - - 2x 6 CEILINGS WINDOW PERMA-CAST, RECESSED � PANEL COLUMN WITH H JOISTS @ PERMA-LOC ANCHORING 310 RI 16"O.C. SYSTEM BY"HB&G"OR HEAbERT� X. - - - - - ELEMENTS ABOVE EQUAL WITH CAP AND BASE c _(V — _ _ _ _ _ _ _ — _ _ _ _ _ - - _ _ _ N IN �I _ — GIRDER HEADER ABOVE � � -- � — — — — — — — — — — — — — — "' - - - - - - - - - - - - - - - - - - 51"x91"'LVL HEADER 5""x9'-"LVLHEAD R _ 4- 14'x 16 VL LOW HEADER a z 4 2 3- 14"x 117" FLUSH 1,I I 1„ °O I 1„ LVL HEADER WITH 11„ „ 5'-21" ® POST DOWN 2-22 I I 16-112 iv 2'-0" �521" 131'-112 SIMPSON ITS2.37/11.88 152 2-9 2 o INTERCONNECTED COMBINATION iv TOP 9' LG 9'C G TOP MOUNT JOIST HANGER I o X%�SD SMOKE AND CARBONMONOXIDE N I FAMILY BREAK AST 'CLG I ',-''CO DETECTORS AS PER R314 OF THE I 'KITCHEN I IRCONYS AND 915 OF THE IFCONYS 1W 0 2-14"x 118"LVL I ROOM 2- 14"x 118'LVL 1 0 - W FLOOR JOIST I W FLOOR JOIST W I I 1 c�Iv w UNDER WALL I W UNDER WALL ( - �+- c I = W i 1 W I c? W I 'l7 SIN _ I Z ABOVE Z ABOVE �—IN HATCHED AREA INDICATES SUNKEN I � �, � ;d. � � ? �" T fn LO FLOOR ABOVE AT PRIMARY BATHROOM IOJ z z z s„ �„ ' r I I-� C° w `° w I 9'CLG W 2-14 x 11g LVL SHOWER.2- 13' 11F FLUSH LVL ALL > I �„ �„ tT1 711 SIDES WITH SIMPSON HU412 FACE I IJ L I W zn GREAT ROOM 152 x 52 PS POSTS W FLOOR JOIST \ / 2x 6 CEILING CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MOUNT JOIST HANGERS AT FLUSH I I`r° a a '- BLOCK SO ID TO a UNDER WALL JOISTS @ 16"O.C. MAINTAINING JOB SITE SAFETY DURING THIS PHASE CONNECTIONS. I x cCl C)m I cD I GIRDER BELOW coo ABOVE I CL O _ OF WORK&SHALL COMPLY WITH ALL APPLICABLE - `' `_' TRIMMED OUT `_? ISLAND I I POW _9 FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING I � SIN _ _ BUT NOT LIMITED TO BUILDING CODES, OSHA 1„ 1 1.. I 1 �, 1 I OP CAP BASE ~ I 1 ROOMS 1 m REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS I 7' 2 - 3'- 2 1'-1" 11-102' .� 2x 10 FLOOR JOISTS @ 12"O.C.WITH 10'-2" `r 12 - 16 0 L. 3-0" � T-6" n 520 MATERIAL REMOVAL&DISPOSAL. SIMPSON LUS28 FACE MOUNT JOIST I 1 , F HANGERS AT LVL CONNECTIONS UNDER I �I I I 3, 7, u THE CONTRACTOR SHALL INDEMNIFY& HOLD PRIMARY SHOWER ABOVE. ( O = 3-14 x 118 REF/ 0 U _ HARMLESS THE OWNER THE ARCHITECT AND �N O —IN 3-13ix 1 '"LOW LVL HDR LOW LVL DR IN 1 LO 4 co - a - - - - _ - - - - - - - - - - - - - - ,� FRZR 13 IN THEIR AGENTS&EMPLOYEES FROM AND AGAINST =1N IN - �- - - - - - - - - - - - - - - O chly in ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES I I - j I LO ON 9'-1"CLG.HT. =IN I r= ARISING OUT OF OR RESULTING FROM ANY OF THE / _ „ th ITEMS LISTED ABOVE. �.BR OM / 9'CLG 8'_31„ 31„ 8,_11„ I 11'-72 1 GALLERY 52�� 11-5" 32�� T4, 152 7'-4"�N 2 3 0 2x 6 CEILING JOISTS 52" 5' , i32 2 2 2 2 , Un @ 16 O.C. ✓ CL = - - - - -I - - - / UNDR �„N r = nPANTRY THE CONTRACTOR SHALL VERIFY ALL FIELD ROOMOIT I" 19' 111E CONDITIONS AND NOTIFY THE ARCHITECT OF ANY =IN � - � 8'-0"x 8'-0" .O. IN CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE �� - - _ - - - - - - - M r,o RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. - DN UP 3-14"x 118"FLUSH `-�` v THE ARCHITECT SHALL BE HELD HARMLESS BY ANY l 14R 16R LVL H DER WITH NCLOSET N AGENCY FOR ANY"ERRORS&OMISSIONS"ON SIMPSON ITS2.�37/11.88 3- 14"x 9Z"LVL HEADER % _ THESE DOCUMENTS. JU IOR —L-0 � TOP OUNT JOIST HANGERS SET BOTT. @ 8'-0"A.F.F. SIN 3- 14'x 92'LVL HEADER B TH WAL -IN z 9'-1"CLG. HT. "' "'N THE CONTRACTOR IS SOLEY RESPONSIBLE FOR R O I _ CLO ET �N w DINING ROOM 0/ - "METHODS&MEANS"OF CONSTRUCTION. THE 2x 10 NAILER I O 1 b a ARCHITECT IS NOT RESPONSIBLE FOR FIELD ANCHORED 52" �° V-12' 52' C° 5'-1" 52� - 2 4'0" rn 9'-101' o 151„ / STUDY 51„ SUPERVISION. TO STUD 2 w 2 �0 11-5 2 lo WALL ABOVE - / - -IN TWO STORY g ( I co N 6 —I — M -��, FOYER I I 3- 14"x 118"LV FLUSH HEADER SIN SIN SIN m o 1 I WITH SIMPS N ITS2.37/11.88 N _ e = _ -IN r�N �� 3- 14"x 118"UPSET 00 I TOP MOUNT OIST HANGERS LINE OF SECOND Cl) 2x 6 SLO ED CEILING I FLUSH HEADER x I MITI Na, FLOOR ABOVE JOISTS 16"O.C. I SIN UNDER WALL ABOVE I �FtV-D AR 52„ 13'-8" I 2' 32, 7'7„ i 9,_ 1„ 52„ 11'-5" 52, 7'-8„ 7'-8„ `C1� \StoPHF yi 3-2x 8 UPSET _ 5" "v FLUSH HPADER I 4O = _ 1 14'HIGH I min �N I IN 14'x 92" VL HDR 3- 14"x 9z"LVL HEADER * °a CATH. CLG04 JUNIOR B __ - =1N ' BEDROOM I I OV RE i LO C 2x 6 CEILING I 2x 6 CEILIN L-UES�TONE I JOISTS @ 16"O.C. �4684g y0 SUITE I�N JOISTS @ 6"O.C. - � i PORCH t r� WITH SIMPSON - F N2x 8 HIGH I ;' WITH SIMP ON -,- „ I LUS26 FACE MOUNT tomLUS26 FAC MOUNT Lo I I '-0' to LO LO FILING JOIST HANGERS T LVL - HANGERS AT LVL - - - I I r 1N IN _ _ _ — — — — —iN 2x 6 NAILER �N 3-14,X OV LVL HEADER ( to N io OFFICIAL PLANS ARE DULY SIGNED AND 3-2x 10 HEADER WITI I SEALED AND BEAR REDLINK SIGNATURE O 10"x 10 LO D BEARI 413 2-2x 6 PLATES ABOVEModel Name: Countach PERMA-CAST, RECE SED ALL 3 SIDES PANEL COLUMN WIT ZING SYSTEM BY"HB&G" Proposed New Home for: OR EQUAL WITH CAP AND BASE 2x 6 SOFFIT JOISTS 1 1 @ 16"O.C. WITH "12 9'-9" -fill, 2 RAMOUMT 1 BEADED SOLID SOF IT T 1„ , 1„ DEVE 11 7'-6" 7'-6" 6-5"5„ -112 12'-0" 5-02 6'-3„ LOPMENT GROUP 15'-0" 31'-8" 164" OOLUMEN ARCHITHTURE 62'-0" 2 Windemere Court, P.O. Box 169, Speonk,NY 11972 FIRST FLOOR PLAN- STRUCTURE AALL EXTERIOR HEADERS TO BE 3-2x 10 LL INTERIOR HEADERS TO BE 2-2x 6 MIN.IN Phone: 631-874-2925 Fax: 631-874-7377 SCALE: 1/4" = 1'-0" UNLESS OTHERWISE NOTED. adam@delumenarchitecture.com ALL FRAMING LUMBER TO BE DOUG FIR#1 UNLESS OTHE #675 Pine Tree Road IRWISE NOTED. ALL DIMENSIONS ARE TAKEN Cutchogue, New York, 1193 5 FROM FACE OF STUDS(U.O.N.) Town of Southold County of Suffolk SCTM #: 1000-104-1-6 zone: R-40 Non-Conforming First Floor Plan Structure Date: November 10, 2025 Scale: As noted A4 1 Project No: DA250068 i SYMBOL LEGEND III III=III=1 EARTH POURED CONCRETE = OR 8" CMU BLOCK r --� EXISTING STUD WALL TO REMAIN EXISTING STUD WALL TO BE REMOVED NEW 2x 4 OR 2x 6 STUD WALL @ 16" O.C. Jolsrs @ JOISTS ABOVE BL ESTONE PORCH A5 SECTION / DETAIL s-1 BUILDING SECTION - A5 WINDOW - - - - - ELEMENTS ABOVE L - - GIRDER / HEADER ABOVE I I 9 CLG I ® POST DOWN I KITCHEN I 12"DEEP x 53"WIDE SHELVING INTERCONNECTED COMBINATION I SUPERIOR VRLF6000 LINEAR 9'CLG (5"#1 WHITE OAK) I X%�SD SMOKE AND CARBONMONOXIDE I IFIREPLACE I I B GAS RANGE BREAKFAST I - CO DETECTORS AS PER R314 OF THE BEADED INSTALL AS PER MANUFACTURER'S (5 #1 WHITE OAK) IRCONYS AND 915 OF THE IFCONYS SOLID SPECIFICATIONS AND RECOMMENDATIONS. W/EXHAUST NO SOFFITING 1pi/ 52"OVERALL WIDT ,37"'OVERALL HEIGHT, HOOD SHOWER: I I ( ) 16 a OVERALL DEP,H OR EQUAL SRE]Elm 36"x 48"TILE SHOWER PAN 2'TEMPERED FRAME-LESS GLASS DOOR AND PANELS I _ WITH"U"CHANNEL POLISHED CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR 9'CLG 48"x 84" J h/\\ CCHROME HARDWARE MAINTAINING JOB SITE SAFETY DURING THIS PHASE HUNG CABINETS LFAMILY ROOM 9'CLG ISLAND I D TILE WALLS AND TILE OF WORK&SHALL COMPLY WITH ALL APPLICABLE OVER COUNTER (5"#1 WHITE OAK) GREAT ROOM TOP I 9' GJREADY NICHE INSERT. FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING AND WASH/DRY p0Wp 1 SHOWER BODY BUT NOT LIMITED TO BUILDING CODES, OSHA (5"#1 WHITE OAK) ROOM AND TRIM, 1 HAND HELD REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS WASHING MACH H/C AM I 5" 1 WHITE OAK VANITY: MATERIAL REMOVAL&DISPOSAL. AND DRAIN BOX BL ESTONE ( 36"VANITY WITH PLATE VENT DRYER TO S OOP REF/ O GLASS MIRROR ACROSS THE CONTRACTOR SHALL INDEMNIFY&HOLD O WIDTH OF VANITY HARMLESS THE OWNER,THE ARCHITECT,AND OUTSIDE AIR. - - - - - - - - - - -_ — - - - - - - - - - - - - - - - - - - FRZR 13 THEIR AGENTS&EMPLOYEES FROM AND AGAINST — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROM ANY OF THE BROOM CLOSET: I BROOM 9'CLG 9'-1"CLG.HT. IaBWES ITEMS LISTED ABOVE. 24"DEEP HIGH SHELF WITH CLOSET UNDRY GALLERY 111 20"WIDE QUICK ADJUST I I MOP/BROOM HOLDER �5"#1 WHITE OAK) 9 OOM — — — 5"#1 WHITE OAKS _ — — I O THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY (5"#1 WHITE ) g ICONDITIONS NOT ASSUMED HE SHALL TAKE AND BE W — - - — — — — — - - — - - - - - - - - - - - RESPONSIBLE FOR FIELD MEASUREMENT AS RE 'D. DN uP PANTRY C O WHITE OAK SQUARE THE ARCHITECT SHALL BE HELD HARMLESS BY ANY 14R 16R BALUSTERS WITH 4-SHELVES 1 SHELF&POLE AGENCY FOR ANY"ERRORS&OMISSIONS"ON RECESSED PANEL THESE DOCUMENTS. JUNIOR NEWEL POSTS BATH WALK-IN I 9'-1"CLG. HT. O THE CONTRACTOR IS SOLEY RESPONSIBLE FOR Roo WHITE OAK TREADS I I -- "METHODS&MEANS"OF CONSTRUCTION. THE VANITY: I (5"# 0 CLOSET &POPLAR RISERS WITH I DINING ROOM ARCHITECT IS NOT RESPONSIBLE FOR FIELD 72"VANITY WITH PLATE IT A POPLAR STRINGERS I I STUDY SUPERVISION. GLASS MIRROR ACROSS p I I I (5"#1 WHITE OAK) WIDTH OF VANITY TWO STORY g—� 6 - - - - - 5 FOYER I I R: —A 11 - 11 (5"#1 WHITE OAK) 36'x072 TILE SHOWER PAN I WALK-IN C SET: STAIRWAY GRASPABLE I I 1 LONG HAG - - - - - - - - - - - - - - HANDRAIL AS PER SECTION 2'TEMPERED FRAME-LESS I SHELF&P LE GLASS DOOR AND PANELS I R311.7 THRU R311.7.12 I ED A WITH"U"CHANNEL POLISHED I 1 DOUBLE FIANG I I I 4THENYS ,C> \,5 R I WITH SHELF& I I � �s1oPNE CHROME HARDWARE I POLE I I I <v0 �� P�0- AND TILE WALLS AND TILE 4O I ^ G READY NICHE INSERT. I 14'HIGH I I I 1 SHOWER BODY I I IO —AND TRIM, 1 HAND HELDJUNIOR I I CATH. CLG I BEDROOM 0 _ Nq o4684s RED SUITE BLUE TONE O CH ` �OF NEB (T#1 WHITE OAT I I I I i OFFICIAL PLANS ARE DULY SIGNED AND SEALED AND BEAR RED-INK SIGNATURE Model Name: Countach Proposed New Home for: D � L N- FINISHING I N AIK" AMOU"."N"T FIRST FLOOR P A F NIS G DEVELOPMENT GROUP SCALE: 1/4" = 1'-0" FIREPLACE NOTE: floLUMEN AWHITEffURE PROVIDE TIGHT-FITTING 2 Windemere Court, NON-COMBUSTIBLE FIREPLACE DOOR IN ACCORDANCE WITH P.O. Box 169, Speonk,NY 11972 THE 2020 ENERGY CONSERVATION Phone: 631-874-2925 CONST.CODE OF NEW YORK STATE. Fax: 631-874-7377 VENT FREE GAS FIREPLACE adam@delumenarchitecture.com WITH LOGS. PRE-FABRICATED VENT FREE #675 Pine Tree Road GAS FIREPLACE INSERT TO BE INSTALLED AS PER Cutchogue, New York, 11935 MANUF. SPECIFICATIONS. Town of Southold MAINTAIN ALL MINIMUM CLEARANCES, INSTALLATION County of Suffolk MANUAL TO BE ON-SITE FOR BUILDING INSPECTOR WITH SCTM #: 1000-104-1-6 Zone: R-4o MAKE AND MODEL(TYPICAL). Non-Conforming First Floor Plan Finishing Date: November 10, 2025 Scale: As noted Project No: DA250068 i SYMBOL LEGEND III t11=III-1 EARTH I—III F,III—iIi POURED CONCRETE OR 8" CMU BLOCK EXISTING STUD WALL TO REMAIN F EXISTING STUD WALL 1'-912 52-3„" T-111" TO BE REMOVED III2 NEW 2x 4 OR 2x 6 1 1 1 1" STUD WALL 16" O.C. 8'-72' 18'-11 "2 13'-02" 11'-72 d 16.JOI0 JOISTS ABOVE 5 SECTION / DETAIL A5 LO -- ( `N I N AS BUILDING SECTION r[521 -IN 3-2x 10 HEADER / 3-2x 10HE DER �N 3-2x 10 HEADERt � WINDOW WI L � T— \ / 31„ -1 31„ II 31" „ 27 3N. 1„ 1„\ 16-4' / 2 c>, 5-3' 2 11-11" 2 11-7 2 5 52 \ / 2x 8 HIGH CEILING \ _ _ _ _ _ _ _ _ / WI L JOISTS 16°O.C. 10O � ELEMENTS ABOVE - - - - -@1_ - -ti oo �'Cn 17 (5" AK SET BOTT.AT 10'-0" 10° m SIN 2x 6 CEILING JOISTS�- 1 #1 ITE) ABOVE SUS-FLOOR ru 10'-0"HIGH M 16"O.C. SET BOTT. GIRDER / HEADER ABOVE 10'-0"HIGH D I D @ TRAY CLG z U p 1 12'-0"V ULT CLGI W W z (j o 0 VAULT CLG AT 8'-1"ABOVE SUB- I w ° ZII MN SITTING AREA I o o o ° BEDROOM #4 / FLOOR PRIMARY I U r- J I (5 #1 WHITE OAK) 1 u� m U Q ao (5 #1 WHITE OAK) / _ _ _ _ _ _ _ _ _ POST DOWN _ BEDROOM = U0 w I 2x 6 CEILING JOISTS 1 ¢ _ u INTERCONNECTED COMBINATION zo I (5"#1 WHITE OAK) O U O I _ � = 1 @16 O.C.�SETBOTT IIN � = Fm > U I co (9 AT 8'-1"ABOVE SUB- o I N @ w D F- O O (X%�SD SMOKE AND CARBONMONOXIDE 52 I 16'-4" N =I I 32 io 5'-3" 32 FLOOR 9'- 1,, N 2'-0" 32 N Oo w Q 8'-6" 3'-1" 32 5'-1 52 -''CO DETECTORS AS PER R314 OF THE I 001 0 I 8'-1"CLG. I IRCONYS AND 915 OF THE IFCONYS 1 2x 6 FURRING N I WI L 2-2x 12 UP ET FLUS BATH I TO FRAME N I 16 (5" AK HEADER ST BOTT. 24 26 ROOM I �M — — TRAY CEILING — #1 ITE) 12'-0"ABO_E SUB-FL O_R - p I N PROVIDE SIMPSON L S28 MIS p N OZ // 1 \\ .°M FACE MOUNT HANG S I �M —-I �=co (TILE) I OD / \ JOISTS 1 �=�N 1 b AT CEILING t N _ 52"// 16'-4" 15 \\32 5'-3' r 31" I V-71" 31" ,_ „ 31" ,T<%,`� 3-" „ 51" I a' CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR LIN 2 9-"11" I 2 7 WILL 2LAI 3y1 2 5 2 2x6 CEILING JOISTS MAINTAINING JOB SITE SAFETY DURING THIS PHASE F_ / SIN r=1N \ (5"OAK @ 16"O.C. SET BOTT. 1 Cl) M 2-2x 8 HEA ERT OF WORK&SHALL COMPLY WITH ALL APPLICABLE SIN 14 SET BOTT.1@ 8'-1" �IN — -� #1 WHITE) 22 23 p AT 8'-1"ABOVE SUB- 1 _ FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING 12'-0"HIGH ��' ABOVE SUB-FLOOR "' FLOOR I BUT NOT LIMITED TO BUILDING CODES, OSHA 18 .=1v �Iv r) 1 OT I Cl) REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS - _ VAULTED CLG -I 2x 6 CEILING JOISTS O I I ao - °O MATERIAL REMOVAL&DISPOSAL. w I Iu`T „ 3- 21 3 J 1 1„ 1 r p 1 BALCONY @ 16 O.C. ET BOTT 1 cn 12-2x 8 1'-92' 0 52 I 11 102 r 52 `t 19-9 AT 8'-1"ABOVE SUB- 2 11'-7' O HIGH 2'-0" 2 5'-1" 52 8'-1"CLG. Ile 5 #1 WHITE OAK THE CONTRACTOR SHALL INDEMNIFY&HOLD FLOOR I CEILING BATH O10'T Y CLG DN O I - HARMLESS THE OWNER,THE ARCHITECT,AND X i ~ PRI ARY 16R 2x 8 HIGH EILING 1 '-0"HIGH 1 JOISTS - ROOM i v THEIR AGENTS&EMPLOYEES FROM AND AGAINST I N BATHROOM [29 JOISTS @ 16 O.C. V ULT CLG w I I SIN #3 ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES (TILE LOOR) SET BOTT.AT 10'-0" BE ROOM #3= 1 (TILE) I ARISING OUT OF OR RESULTING FROM ANY OF THE ABOVE SUO-FLOOR O — — — — — — — — — ITEMS LISTED ABOVE. �Iv _ M _ UPPER (5"#1 WHITE OAK)�1I SIN � I SIN rIN , - - - - - - - - - - - - - - _ QE °x° I THE CONTRACTOR SHALL VERIFY ALL FIELD in 20 io 19 LIN /� ICEIIIINGI ��o iv N 1 CONDITIONS AND NOTIFY THE ARCHITECT OF ANY 1 I 1 1.� 1 N 1 1 CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE 31" T-111" 3-" ., 9'-10-" - — — — ;,— 5-" T-4-" T-11-" _ RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. �Iv 51„ 111n5'-7" 2 2 2 1-9 4'_ 1„ 4, 0„ i 2 1 2 11-7 2 2 2 N I 2 I ' N I �,�" 2 2 1-10' SIN 2x 8 HIGH C�IILING \\ THE ARCHITECT SHALL BE HELD HARMLESS BY ANY °' JOISITS 16'O.C. \ AGENCY FOR ANY"ERRORS&OMISSIONS"ON _ ;),N r=I " SETIBO .At 10'-0' \ THESE DOCUMENTS. C? I " 3-2x 10 HEADER ABOYE UB-FLOOR 3-2x 10 HEADER \ THE CONTRACTOR IS SOLEY RESPONSIBLE FOR -104 "METHODS&MEANS"OF CONSTRUCTION. THE 1 ® LO l x 6 HIGH OS I ARCHITECT IS NOT RESPONSIBLE FOR FIELD 1 CEILIN _ SHEET ROCK I SUPERVISION. JOISTS Q) LOADING WINDOW I rn � I v 116" .C. 3-2 10 HE�DER — — — — — — — 1 LO N 1 I O �FtED AR rn \�G�\SSOPHF d �G 1 LJ LJ a z N L — - - - - - - - - - - - - - - - o 4684$OF N yQ� CS � EB 5'-5" 4'-5" 5'-5" 5'-5" 5'-72 6-3" Ile ell 1'_g1" 11'-101" T-41" T-111" OFFICIAL PLANS ARE DULY SIGNED AND 2 12-4" 9'-10' 01 10'-10" 2 11, 2 2 10, SEALED AND BEAR RED-INK SIGNATURE 62'-0" Model Name: Countach Proposed New Home for: SECOND FLOOR PLAN- STRUCTURE R802.9 FRAMING OF OPENINGS. D OPENINGS IN ROOF AND CEILING FRAMING SHALL BE FRAMED WITH HEADER AND TRIMMER JOISTS.WHERE THE ARRAMOUN. T SCALE: 1/4" = 1'-O" ALL EXTERIOR HEADERS TO BE 3-2x 10 MIN. HEADER JOIST SPAN DOES NOT EXCEED 4 FEET(1219 MM),THE HEADER JOIST SHALL BE PERMITTED TO BE A ALL INTERIOR HEADERS TO BE 2-2x 6 MIN. SINGLE MEMBER THE SAME SIZE AS THE CEILING JOIST OR RAFTER. SINGLE TRIMMER JOISTS SHALL BE DEVELOPMENT GROUP UNLESS OTHERWISE NOTED. PERMITTED TO BE USED TO CARRY A SINGLE HEADER JOIST THAT IS LOCATED WITHIN 3 FEET(914 MM)OF THE TRIMMER JOIST BEARING.WHERE THE HEADER JOIST SPAN EXCEEDS 4 FEET(1219 MM),THE TRIMMER JOISTS NLUMEN ARCHITECTURE ALL FRAMING LUMBER TO BE DOUG FIR#1 AND THE HEADER JOIST SHALL BE DOUBLED AND OF SUFFICIENT CROSS SECTION TO SUPPORT THE CEILING UNLESS OTHERWISE NOTED. JOISTS OR RAFTER FRAMING INTO THE HEADER.APPROVED HANGERS SHALL BE USED FOR THE HEADER JOIST TO TRIMMER JOIST CONNECTIONS WHERE THE HEADER JOIST SPAN EXCEEDS 6 FEET(1829 MM).TAIL JOISTS 2 Windemere Court, ALL DIMENSIONS ARE TAKEN OVER 12 FEET(3658 MM)LONG SHALL BE SUPPORTED AT THE HEADER BY FRAMING ANCHORS OR ON LEDGER P.O. Box 169, Speonk,NY 11972 FROM FACE OF STUDS(U.O.N.) STRIPS NOT LESS THAN 2 INCHES BY 2 INCHES(51 MM BY 51 MM). Phone: 631-874-2925 Fax: 631-874-7377 WALLS TO BE BRACED DURING CONSTRUCTION TO PREVENT adam@delumenarchitecture.Com BOWING OF TOP PLATES. DO NOT REMOVE BRACES UNTIL #675 Pine Tree Road WALLS AND ROOF ARE FULLY SHEATHED. Cutchogue, New York, 11935 Town of Southold County of Suffolk SCTM #: 1000-104-1-6 Zone: R-40 Non-Conforming Second Floor Plan Structure Date: November 10, 2025 Scale: As noted A6 Project No: DA250068 i SYMBOL LEGEND EARTH '. POURED CONCRETE `15.. 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. JOISTS JOISTS ABOVE 5 SECTION / DETAIL r - - - - - - - - - - - - A5 OX O O I I 1 LONG HANG WITH SHELF&POLE AsBUILDING SECTION 1 DOUBLE HANG \ / 1 LONG HANG WITH SHELF&POLE I �r WINDOW \ / WITH SHELF& OLE I WILL SHOWER: 1 DOUBLE HANG 1 27 (5"OAK 36"x 60"TILE SHOWER PAN O \ / WICL WITH SHELF&POLE I #1 WHITE) WITH Z'TEMPERED FRAME-LESS — — — — — ELEMENTS ABOVE - — — — — — — — — — — -- - - - - - -I- -- - - - -4 - -- - - - - - - - - - - - GLASS DOOR AND PANELS WITH 1 1 17 #1 "OAK i V "U"CHANNEL POLISHED CHROME I HARDWARE AND TILE WALLS AND - GIRDER / HEADER ABOVE I __ TILE READY NICHE INSERT. I 1 12'-0"HIGH 1 10'-0" HIGH \ / 1 DRAIN, 1 SHOWER BODY AND TRIM 1 10'-0"HIGH I VAULT CLG VAULT CLG 1 HAND HELD POST DOWN TRAY CLG I SITTIN� AREA 1 BEDROOM #4 \ — — — — — — — — — —t I PRIMARY I O INTERCONNECTED COMBINATION 1 BEDROOM I (5 #1 WHITE OAK) (5'#1 WHITE OAK) U I % SD SMOKE AND CARBONMONOXIDE (5"#1 WHITE OAK) i 8'-1"CLVANITYDETECTORS AS PER R314 WICL i `� '� I �xy CO IRCONYS AND 915 OF THE OF THE (5"OAK : SHOWER: I I #1 WHITE) I BATH 1 36"VANITY WITH 1 LONG HANG 1 PLATE GLASS MIRROR 70"x 84"TILE SHOWER PAN I I 16 24 — — — 26 OM I WITH SHELF& OLE J p ACROSS WIDTH WITH 2'TEMPERED FRAME-LESS -` — — — — — — — — — 1 DOUBLE HANG p 1 OF VANITY GLASS DOOR AND PANELS WITH O / \ WITH SHELF&POLE _ _ (TILE) "U"CHANNEL POLISHED CHROME / \ 1 , VANITY: HARDWARE AND TILE WALLS AND I I I i 36"VANITY WITH 2-TILE READY NICHE INSERTS. — // \\\ LIN 4- 18"DEEP 24"x 36" ' -i ( WICL 1 PLATE GLASS MIRROR CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR 15 ATTIC p I ACROSS WIDTH MAINTAINING JOB SITE SAFETY DURING THIS PHASE 1 DRAIN,2 SHOWER BODY AND TRIM / \ SHELVES ACCESS I I I (5"OAK 22 23 p I OF VANITY OF WORK&SHALL COMPLY WITH ALL APPLICABLE 2 HAND HELD I 14 PANEL. SEE 1 L — — J #1 WHITE) 8'- ' CLG. 1 FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING O 12'-0" HIGH I NOTE THIS BATH BUT NOT LIMITED TO BUILDING CODES, OSHA I 18 p STAIRWAY&GRASP VAULTED CLG SHEET 21 ROOM , O 1 REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS 60"x 31"FREE STANDING TUB I 1 HANDRAIL AS PER SECTION BALCONY O I 1 #3 32"x 60"TUB WITH z' MATERIAL REMOVAL&DISPOSAL. 1 �� R311.7 THRU R311.7.12 I TEMPERED FRAME-LESS 1 9 CLG OF THE RCONYS (5"#1 WHITE OAK) I I (TILE) I TUB PANEL POLISHED THE CONTRACTOR SHALL INDEMNIFY&HOLD 1 PRIMARY DN I 1 CHROME HARDWARE HARMLESS THE OWNER,THE ARCHITECT,AND I AA BATHROOM I I (TILE FLOOR) p 16R WHITE OAK SQUARE I ( I AND TILE WALLS AND TILE THEIR AGENTS&EMPLOYEES FROM AND AGAINST VANITY: BALUSTERS WITH I I READY NICHE INSERT. ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES 84"VANITY WITH p RECESSED PANEL 10'-0"HIGH I I 1 DRAIN, 1 SHOWER BODY ARISING OUT OF OR RESULTING FROM ANY OF THE PLATE GLASS MIRROR I NEWEL PO S VAULT CLG — — — — — — — — — J TRIM AND 1 HAND HELD ITEMS LISTED ABOVE. ACROSS WIDTH I - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BEDROOM #3 I AC VANITY I � (5"#1 WHITE OAK) 1 1 LONG HANG THE CONTRACTOR SHALL VERIFY ALL FIELD WHITS bAK TRdAbs I WITH SHELF&POLE CONDITIONS AND NOTIFY THE ARCHITECT OF ANY 1 BB ( I &PdPL,�1R ISERS WITH _ _ _ _ 1 DOUBLE HANG CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE 20 1g LIN PdPLAF STRINgERS\\ — — — — — �\ WITH SHELF&POLE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. \ \ THE ARCHITECT SHALL BE HELD HARMLESS BY ANY 1 UP ER I \ \ AGENCY FOR ANY"ERRORS&OMISSIONS"ON I / \ \\ THESE DOCUMENTS. FOYER _ ICEI4INGI THE CONTRACTOR IS SOLEY RESPONSIBLE FOR SHELVES P I I "METHODS&MEANS"OF CONSTRUCTION. THE O 1 1 1 O I ARCHITECT IS NOT RESPONSIBLE FOR FIELD 1 I I SHEET ROCK 1 SUPERVISION. I LOADING WINDOW I I I I I I I — — — — — — — — — — — - - - - - - - - - - - - -J I I 0 i I I 36"HIGH RAILING ��S�Z�\SSOPHF o I I R312 GUARDRAILS: PORCHES 1 I r , r BALCONIES AND STAIR Q 1 L J L J LANDINGS 30"ABOVE FLOOR * a° �_ = z OR GRADE TO BE INSTALLED WITH 36"HIGH RAILINGS, assaa y0 L - - - - - - - - - - - - -' — — — — — BALUSTERS NOT TO ALLOW � p � PASSAGE OF A SPHERE 4"OR OF NE`N MORE IN DIAMETER:PROVIDE GRASPABLE HANDRAIL ONE SIDE SEE NOTES&DETAILS. SECOND FLOOR PLAN- FINISHING OFFICIAL PLANS ARE DULY SIGNED AND SEALED AND BEAR RED-INK SIGNATURE SCALE: 1/4" = V-0" Model Name: Countach Proposed New Home for: ARAMOUNT DEVELOPMENT GROUP OOLUMEN AWHITEffURE. 2 Windemere Court, P.O. Box 169, Speonk,NY 11972 Phone: 631-874-2925 Fax: 631-874-7377 adam@delumenarchitecture.com #675 Pine Tree Road Cutchogue, New York, 11935 Town of Southold County of Suffolk SCTM #: 1000-104-1-6 zone: R-40 Non-Conforming Second Floor Plan Finishing Date: November 10, 2025 Scale: As noted — A7 Project No: DA250068 w 2x12RIDGE SYMBOL LEGEND O J = 1'-0" 12 Q O 12 1,_0.. BEAM TYPICAL ROOF CONSTRUCTION: O.H. 9� O 19 O.H. PIl 11=1I1EARTH 35 YEAR ARCHITECTURAL ASPHALT SHINGLES 2x 8 RAFTERS(COLOR: CHARCOAL) TAILS @ 16"O.C. 1 I(-III-1 I- R905.1.2ICEBARRIERS. _' ,':' POURED CONCRETE 15#ROOF FELT&ICE AND WEATHER SHIELD o = 0.2x 10 RAFTERS �! 2x 10 RAFTERS IN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE OR $" CMU BLOCK 1/2"O.S.B. SHEATHING N p I @ 16"O.C. �I @ 16"0.0 �I FORMING ALONG THE EAVES CAUSING A BACKUP OF � ��"'� ' ' R-38 OPEN CELL SPRAY — — — L I WATER AS DESIGNATED IN TABLE R301.2(1),AN ICE EXISTING STUD WALL FOAM INSULATION(HOT ROOF) BARRIER SHALL BE INSTALLED FOR ASPHALT SHINGLES, TO REMAIN RAFTERS AS NOTED METAL ROOF SHINGLES, MINERAL-SURFACED ROLL 2x 10 BLOCKING BETWEEN , ROOFING,SLATE AND SLATE-TYPE SHINGLES,WOOD Q- SHINGLES AND WOOD SHAKES.THE ICE BARRIER SHALL I-----------I EXISTING STUD WALL RAFTERS � CONSIST OF NOT FEWER THAN TWO LAYERS OF TO BE REMOVED BEND PLYWOOD TO 6'-0" I Qy I UNDERLAYMENT CEMENTED TOGETHER, OR A RADIUS PROVIDE BLOCKING co Q SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET NEW 2x 4 OR 2x 6 o Ix AS REQUIRED I r' w 'r 2-0 SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT STUD WALL @ 16" O.C. 12 cncj XF- m S' O.H. w 2x 8 RAFTER TAILS g p+ o p c� co o N "' ,�v _j = AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF @) oti I co SURFACES TO A POINT NOT LESS THAN 241NCHES(610 JOISTS JOISTS ABOVE O MM INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. w @ 16"O.C. I X LL (D C14 �� cn U �F c� 5"ALUM. HALF-ROUND y W b ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 GUTTERS(WHITE)OVER 12 �� A N - - - - - - - -i UNITS VERTICAL IN 12 UNITS HORIZONTAL,THE ICE 5 SECTION / DETAIL 5/4x 6"ROYAL" FASCIA 4f `9,� I BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36 A5 BOARDS OVER 2x 6 2x 8 RAFTERS I �� I INCHES(914 MM)MEASURED ALONG THE ROOF SLOPE SUB-FASCIA 'P 2x 8 RAFTERS I FROM THE EAVE EDGE OF THE BUILDING. S-1 TAILS @ 16"O.C. //�� TAILS @ 16"O.C. I EXCEPTION: DETACHED ACCESSORY STRUCTURES A5 BUILDING SECTION 2-2x 10 RIDGE BEAM x 10 RAFTERS I NOT CONTAINING CONDITIONED FLOOR AREA. 2'-0"O.H. 2'-0" 12 Q •"@ 16"O.C. 71 2x 6 SOFFIT JOISTS ('TYPICAL) O.H. 91 2-2x 10 HIP �'r v 12 -. WINDOW �- R905.2.6 ATTACHMENT.ASPHALT SHINGLES 16 O.C.WITH _ RAFTER I G ES @ 2x 10 RAFTERS 2 2x 10 RIDGE BEAM RA T R �-,�� p g ti I SHALL HAVE THE MINIMUM NUMBER OF ROYAL SOFFIT I @ 16"O.C. 2-2x 10 RIDGE BEAM ti� 2x 10 FASTENERS REQUIRED BY THE - - - - - ELEMENTS ABOVE > RAFTERS I MANUFACTURER'S APPROVED INSTALLATION ROOF EAVE DETAIL I 12 i - � ° 0' o @ 16"O.C. INSTRUCTIONS, BUT NOT LESS THAN FOUR w:. F' I FASTENERS PER STRIP SHINGLE OR TWO - GIRDER / HEADER ABOVE �_ 41 I I I I 2x N � t`�; 12 I FASTENERS PER INDIVIDUAL SHINGLE. WHERE SCALE. 1/2 —1 0 v 10 qQ 1 1'-0„ !L 3- THE ROOF SLOPE EXCEEDS 21 UNITS 2'-0" I 2x 10 RAFTERS:: I c� c, RAFTERS I 2 O H O.H. I ( �� @ 16",O.C:_ X I 16"O.C. !y VERTICAL IN 12 UNITS HORIZONTAL(21:12, 13 POST DOWN co01 cX U_ `CD @ � Ci '� I 175-PERCENT SLOPE), SHINGLES SHALL BE 2x 10 RAFTERS Q4 `�+ Co W O �y { I INSTALLED IN ACCORDANCE WITH THE INTERCONNECTED COMBINATION I I MANUFACTURER'S APPROVED INSTALLATION r x 16"O.C. Q ...U o X F- >. % SD SMOKE AND CARBONMONOXIDE I Jv o W p .� Q- r? �9 �'P I INSTRUCTIONS. -`'CO DETECTORS AS PER R314 OF THE v c� t!i 12 �" IRCONYS AND 915 OF THE IFCONYS X F- v 13-2x 10 RAFTERS �� 9 2x 8 RAFTERS ( d,� N �► Qv - - I 1 L9 m TAILS @ 16"O.C. ( a to 12 Q u v U- U- cn 9�.r o W o cn C) w v o W o !L �� — — — — — — — — — — J TYPICAL ROOF CONSTRUCTION: p J" X LL i0 o W O �� o W O X � i� !yA 90 35 YEAR ARCHITECTURAL ASPHALT SHINGLES �k ti N N N `r° �� IR N X CNI w (COLOR: DETERMINED BY OWNER) r� I I QQ �p Ici "�y,� I pJp = 15#ROOF FELT&ICE AND WEATHER SHIELD 9! �L �F 2x 8 O 1/2"O.S.B. SHEATHING CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR o vv� !� m RAFTERS R-38 OPEN CELL SPRAY MAINTAINING JOB SITE SAFETY DURING THIS PHASE TAILS @ FOAM INSULATION (HOT ROOF) OF WORK&SHALL COMPLY WITH ALL APPLICABLE ^� 9 16"O.C. RAFTERS AS NOTED FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING T 2'-0" BUT NOT LIMITED TO BUILDING CODES, OSHA o = \. - .::.,- . `V 'p O.H. REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS F-4 O \ 12 in MATERIALMATERIAL REMOVAL&DISPOSAL. w I 9F o 19 _ THE CONTRACTOR SHALL INDEMNIFY&HOLD o = �� 0 o = � I HARMLESS THE OWNER,THE ARCHITECT,AND 2x 8 RAFTERS `" O I I 2x 10 2x 10 �" ° �r I THEIR AGENTS&EMPLOYEES FROM AND AGAINST TAILS @ 16"O.C. `?+:. : .;: U v 12 Ile x RAFTERS 12 4 2x 8 v I ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES 2'-0" -9 j o W O �2 4� I @ 16"OC.N @ 16"O.C. RAFTERS w ° I ARISING OUT OF OR RESULTING FROM ANY OF THE g O.H. F�l,9. N t~i CO� O TAILS @ �L N CD 6 ITEMS LISTED ABOVE. 12 1 12 u2 12 �y U3 16"O.C. ') GABLE 4� I 9� m �9 O - - - - - - - - -4- - - - - - - - - - - - J O.H. THE CONTRACTOR SHALL VERIFY ALL FIELD w I _ = CONDITIONS AND NOTIFY THE ARCHITECT OF ANY I 2x 10 RAFTERS _b �2x 10 RAFTERS N O - O CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE I @16"O.C. � @16"O.C. I 12 � 0 oJ2 � V " RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. 2x 8 RAFTERS �' TAILS @ 16"O.C. I X �4 U O W O THE ARCHITECT SHALL BE HELD HARMLESS BY ANY 2!_0� N w i 2�_0�� ALIGN F - a CN `� F THESE DOCAGENCY OUMENTS R ANY"ERRORS&OMISSIONS"ON O.H. - � O.H. FASCIA LJ LJ BOARDS F� C° THE CONTRACTOR IS SOLEY RESPONSIBLE FOR L - - - - - - - - - - _ - - - - - J "METHODS&MEANS"OF CONSTRUCTION. THE STANDING SEAM ARCHITECT IS NOT RESPONSIBLE FOR FIELD SUPERVISION. METAL ROOFING (ALUMINUM FINISH) ROOF PLAN HATCHED AREA INICATES AREA OF ONE ROOF BUILT OVER ANOTHER SCALE: 1/4" - V-0" LOWER ROOF TO BE BUILT FIRST ED qR �5 %STOPHF rn (P ,a -� •� 04684a yO� OF NEB OFFICIAL PLANS ARE DULY SIGNED AND 4"� 4"� SEALED AND BEAR RED-INK SIGNATURE III I� �— _ I _ PRIMARY BATH — — — BATH #4 — — — _ _ _ BATH #3 Model Name: Countach TABLE P3201.7 - - - -I - _ _ � — I I _ _ _ � — I I I _ � _ _ Proposed New Home for: SIZE OF TRAPS FOR PLUMBING FIXTURES - I - - TRAP SIZE _ - - 1 i 4"V 111/4"V 2 IV 3'iV i — r/4"V 1 M/4"V 2'I V i 2"IV 1 1/4"IV 1 1/4"IV :D3 PLUMBING FIXTURE MINIMUM F 1 r/4"V 2„v l I I I I I I I I (INCHES) ( I I I I I I I ARAMOUNT BATHTUB(WITH OR WITHOUT I ISHWR I TUB I I DEVELOPMENT GROUP SHOWER HEAD AND/OR 12 I 2ND FLR SHwR TUB 2ND FLR WHIRLPOOL ATTACHMENTS) I co 1 1rz w 1 v2 w 1 /4 w I 2"w 1 /4 w 1 va"w 2"W I floLUMEN ARCHITMITURE 2..W 4 I CO 4.. 4" CO BIDET 1-1 L _ - J _ — — _ _ co a"s L _ _ _ _ C0 4"s 4"S r:o — _ _ — 2 Windemere Court, CLOTHES WASHER STANDPIPE 2 I i _ - - 1- i P.O. Box 169, Speonk,NY 11972 SECTION P1303 VENT TERMINALS DISHWASHER(ON SEPARATE TRAP) 12 I 1 I JUNIOR I POWDER I j I KITCHEN I Phone: 631-874-2925 I 1h/4"v 21'V BATH 11/4"V ROOM 1lva"v 2"Iv 11/4"IV 11/4"Iv Fax: 631-874-7377 FLOOR DRAIN 2 LAUNDRY I I I I P3103.1 ROOF EXTENSION. I I adam@delumenarchitecture.com OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE KITCHEN SINK(ONE OR TWO TRAPS, ROOM I KITCHEN SINK KITCHEN SINK W/ TERMINATED NOT LESS THAN 6 INCHES (152 MM)ABOVE THE WITH OR WITHOUT DISHWASHER AND 12 WASHER SH6 SH6 DW HOOK UP #675 Pine Tree Road ROOF OR 6 INCHES (152 MM)ABOVE THE ANTICIPATED SNOW FOOD WASTE DISPOSER) ACCUMULATION, WHICHEVER IS GREATER. WHERE A ROOF IS 1STFLR r 1ST FLR 1 Cutchogue, New York, 11935 " 1 1/4"W 1 1/7'W 1 1/2"W TO BE USED FOR ASSEMBLY,AS A PROMENADE, LAUNDRY TUB(ONE OR MORE 1 11/2"w 1/4 W 1 112"W r'W Town of Southold OBSERVATION DECK OR SUNBATHING DECK OR FOR SIMILAR COMPARTMENTS) 12 co r'w 4„ co 2"W 4„ Co PURPOSES, OPEN VENT PIPES SHALL TERMINATE NOT LESS LAVATORY 11- Co 4"S co 4"S County of Suffolk THAN 7 FEET(2134 MM)ABOVE THE ROOF. 4 a"roAPPROVED Zone: R-40 SHOWER(BASED ON THE TOTAL FLOW CO -7 SEPTIC SYSTEM SCTM #: 1000-104-1-6 Non-Conforming P3103.2 FROST CLOSURE. RATE THROUGH SHOWERHEADS AND RoofPlan & WHERE THE 97.5-PERCENT VALUE FOR OUTSIDE DESIGN BODYSPRAYS) BASEMENT BASEMENT TEMPERATURE IS 0°F (-18°C) OR LESS,VENT EXTENSIONS FLOW RATE: THROUGH A ROOF OR WALL SHALL BE NOT LESS THAN 3 5.7 GPM AND LESS 1 2 INCHES (76 MM) IN DIAMETER. ANY INCREASE IN THE SIZE OF MORE THAN 5.7 GPM UP TO 12.3 GPM 2 PlumbingRiser Dia. . THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT(304.8 MM) MORE THAN 12.3 GPM UP TO 25.8 GPM 3 PLUMBING RISER DIAGRAM INSIDE THE THERMAL ENVELOPE OF THE BUILDING. MORE THAN 25.8 GPM UP TO 55.6 GPM 4 NO SCALE Date: November 10, 2025 Scale: As noted 8 Project No: DA250068 1x6 PVC RAKE BOARDS WITH TYPICAL ROOF CONSTRUCTION: SYMBOL LEGEND 1x 2 TRIM OVER(AT FRONT ONLY) 35 YEAR ARCHITECTURAL ASPHALT SHINGLES (COLOR: CHARCOAL) 15#ROOF FEL &ICE AND WEATHER SHIELD - EARTH 1/2"O.S.B.SHEA ING I (=III-I -I STANDING SEAM R-38 BATT INSUI N NOT COMPRESSED(HOT ROOF) (=I -I I=I METAL ROOFING 2x 10 RAFTERS @ 16' O.C. / (ALUMINUM FINISH) \ POURED CONCRETE / 4 x 6 PVC FASCIA BOARDS`WITH '.'' OR 8" CMU BLOCK 5"HALF ROUND ALUM GUTT RS AND LEADERS TO APPROVED r-- 7 EXISTING STUD WALL DRYWELLS TO REMAIN a x 6 PVC FRIEZE BOARDS \ / - � = EXISTING STUD WALL a"THICK PVC SHEET BOARDS ROOF EAVE FLARE WITH 1x 2 BATTENS @ 12"O.C. - - --- ---- - - Z. -- ------ - -- _ - - TO BE REMOVED FRONT GABLES ONLY - SEE DETAIL ON SHEET A8 - NEW2x4OR2x6 / _ _ -- -- _ --- STUD WALL 16" O.C. 7771 T.O.2ND FLR PLATE -- -- --- ---- -- -- ---- - - - --- - - - - -- -- -- - - - - - - - - - - - - - - - -- - FLASHING AT ROOF _ _ _ _ _ _ _ _ - _ _ _ _ _ _ AND WALL INTERSECTIONS P) T.O.2 FLR PLATE JOISTS JOISTS ABOVE - - _ _ o �_ z a / \ ° As SECTION / DETAIL wIt 0 g I 1 _1 g A5 BUILDING SECTION a N = - --- a x 6 PVC TRIM CAP WITH En a I ao / o Q ---- - -- - - -- - -- 2 PVC RAMS CROWN oo \ �I—,-"� WINDOW w TO 2ND FLR / _ -- - -_-_- _ - - - - - - - - - ' ' - - - \ - - - - - - - - - - - _ ---_---- - - - - - _ -- T O 2ND FLR T.O. 1ST FLR PLATE _ - _ _ _ _ _ _ _ _ _ _ _ - _ _ _ -- _ _ _ - - - _ _ _ _ _ _ T.O. 1ST FLR PLATE _ - - - - - ELEMENTS ABOVE EXTERIOR WALL CONSTRUCTION: ' -' _ - - I - GIRDER / HEADER ABOVE CEDAR PERFECTION PRE-DIPPED Q �- - - - o WASKA ECOBLEACH"COLOR:WHITE 00 - VENTILATED UNDERLAYMENT w 0 0- - =1I O = Mu TYVEK HOUSE WRAP OR IEQUAL w p O U w ow ® POST DOWN w 2'O.S.B. SHEATHING _ - - - o s C w > INTERCONNECTED COMBINATION R-19 BATT INSUL. (PICTURE FRAME AIR Q w I u O OA OB 0 Op a x 4 PVC WINDOW TRIM LL I m O X:�SD SMOKE AND CARBONMONOXIDE SEAL TO MEET BLOWER DOOR REQM T) _ O w ' _ PICTURE FRAMED g ¢ w `_ CO DETECTORS AS PER R314 OF THE a� a 2x 6 STUDS @ 16"O.C. o ( - - a I o O IRCONYS AND 915 OF THE IFCONYS 2'GYPSUM WALL BOARD r > o Q - - - - FLARED, MITERED,AND b w Q _ - - - - - - - - - WOVDETAEN ON SHEET SHINGLES. SEE Q T.O. 1 ST FLR: ELEV=22.0' - - - - - - - - - _ - - - - - - _T.O. _ =22 - - - - - - - - - _ - - -�- 0 - - 1ST FLR: ELEV T.O.BSMT PLATE T.O. BSMT PLATE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR 10"x 10"LOAD BEARING I I I MAINTAINING JOB SITE SAFETY DURING THIS PHASE Z I I I I PERMA-CAST, RECESSED z OF WORK&SHALL COMPLY WITH ALL APPLICABLE w I I I PANEL COLUMN WITH w � FEDERAL, STATE, &LOCAL REGULATIONS INC LUDING w 2 _ PERMA-LOC ANCHORING w BUT NOT LIMITED TO BUILDING CODES, OSHA Q Z SYSTEM BY"HB&G"OR z REGULATIONS. LIFE SAFETY CODES, &HAZARDOUSQ w I I I I I I EQUAL WITH CAP AND BASE I i I CO J MATERIAL REMOVAL&DISPOSAL. �n'NU I I I I I I r1 CULTURED STONE I ( I U 1 - - - - - - - - - - - - - L1� P� THE CONTRACTOR SHALL INDEMNIFY&HOLD I I I VENEER WITH BLUE I I I HARMLESS THE OWNER,THE ARCHITECT,AND T.O. BSMT SLAB I I ( F_ -I- - - - - - - - - - - - -I- STONE CAP I I I THEIR AGENTS&EMPLOYEES FROM AND AGAINST - - - - - - - rl- - - - - - - - - - - - - - - - - - - - - - - -��- - - - - - - - - - - - - - - - - - - - - - -_ - - - _ - - _- - _ - - _ -�_ - -_ - - _ - - - - - _ - - _ - - _ _ - - _1� - - - - - - - - DAMAGES, AROMANYOFT _ _ BSMT SLAB ALL CLAIMS, DAMA L- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - L -1- - - - - - - - - - - - - 1 - - - - - - - - - ARMING LISTOUT ED OR E.RESULTING FROM HE - - - - J- - - - - - -" - - - - - - - - - - - - - - L - - - - � ITEMS LISTED ABOVE. FRONT ELEVATION THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY SCALE: 1/4" = 1'-O" 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 "METHODS&MEANS"OF CONSTRUCTION. THE ARCHITECT IS NOT RESPONSIBLE FOR FIELD SUPERVISION. TYPICAL ROOF CONSTRUCTION: -- - -- - --- - - - 35 YEAR ARCHITECTURAL ASPHALT SHINGLES (COLOR: CHARCOAL) 15#ROOF FELT&ICE AND WEATHER SHIELD 1/2"O.S.B. SHEATHING R-38 BATT INSULATION NOT COMPRESSED(HOT ROOF) -- _ _ - _- �FtED AR 2x 10 RAFTERS @ 16"O.C. a x 6 PVC FASCIA BOARDS WITH - - - - - �� ' o� �0 5"HALF ROUND ALUM GUTTERS _.- ----- - _=-= - ---_ - - =- ---=---_- - --_ --_- - o `m --- - - - — - -- Q s°ii: Z AND LEADERS TO APPROVED = _._ __-___- _ __ — ___ ' - -- — _ T.O.2ND FLR PLATE DRYWELLS _ - - _ - -- --- - _- - __-- =- - - - - - - - 2ND FLR PLATE 1 � 0 I o C� �OF NEB 0 - � - - �- - �_ 17 rW II] III Zw -1_ I - j 0w Z O w �n#- I I F- OFFICIAL PLANS ARE DULY SIGNED AND g -1 O - _ O -�- � O �1 LU 4 x 8 PVC FRIEZE BOARDS W SEALED AND BEAR RED-INK SIGNATURE L =_-_ _, . _ FURR DOWN WALL TO ALIGN a - - - - - - I-I. I - - - TRIM BAND ao T.O.2ND FLR lI = -- - L -:I-:�- �- .- -- _ - - - - - - - _ T.O.2ND FLR Model Name• ountaC T.O. 1 ST FLR PLATE _ _ I- - - _- - I - l�r1 , - -- �I C.. = PrOpOSed NeW HOme for: - - - - - - - - - - - - - - - - - - - - _ _ _ T O 1ST FLR PLATE T - _ 1_1FFT _ - 10"x 10"LOAD BEARING _ - - - - PERMA-CAST, RECESSED D p PERMA-LOC ANCHORING A V 1 ® T - _-� -II - - SYSTEM BY"HB&G"OR O = w W - � - - EQUAL WITH CAP AND BASE -' O DEVELOPMENT GROUP f- - r=r- - 1-1 I 1 H - I.- - `L m_ - - - � w OG O - _ I - I� CULTURED STONE VENEER � w !� = O _ -WITH BLUE STONE CAP u= �- floLUMEN AWHITMIRE _ = g a) a s_, - FLARED, MITERED,AND a 2 Windemere Court, - WOVEN SHINGLES. SEE DETAIL ON SHEET Al p P.O. Box 169 S eonk NY 11972 T.O. 1 ST FLR: ELEV=22.0' - - - _ Ili_._ _ _ Phone: 631-874-2925 $- - - - - - - - - - - - - - - _ - _ - - - _ - -- - - - - - - - - - - - _ _ . _ - - 7377 - - _ - - -= -- _ _i -- _ - _ T O 1ST FLR' ELEV 22 0 T.O. BSMT PLATE � ,-� =_ i -t -�--r-- - _ _ _ — _ -- _ - - _ __ = r � _ �' - _ d 1 h t to - - - - - - - - - - - - - - a rc i ec re i - I T.O. BSMT PLATE a m@de umena .com - - I - - - - - - - - Z - - - - - - - L Zo #675 Pine Tree Roa ICNQ d W W a _ tf York, 11935 - - - - - - - - - - - LI L co ¢ Z Town o Southold m J Co r - - - - - - - - - - - - County of Suffolk I I I I I F -1 I--- -1 I I I I I I I �' " Zone: R-40 I I I I I L I I I I I I I I SCTM #: 1000-104-1-6 Non-Conforming T.O. BSMT SLAB I I I I I L L -f I I I I I I I - - ---- 1 F 1 ------ - -_ - - _ __ -- - -- - -- - -- - -- - -- - -- - -- - -- - -- -- --- ---- --- - --- -r _-_+ _- _- - - — _- - _- - =- - =4 - 1- - ==t - - - - - - T BSMT SLAB - - r 1 r — T — — — — — Building Elevations REAR ELEVATION SCALE: 114" = 1'-0" Date: November 10 2025 Scale: As noted A9 Project No: DA250068 i SYMBOL LEGEND -1 I-111_I I I 1 EARTH I-III-III-I I I — - POURED CONCRETE OR 8" CMU BLOCK EXISTING STUD WALL - TO REMAIN TYPICAL ROOF CONSTRUCTION: 35 YEAR ARCHITECTURAL ASPHALT SHINGLES - EXISTING STUD WALL (COLOR:CHARCOAL) _ _ ---- ---- - - --------� TO BE REMOVED 15#ROOF FELT& ICE AND WEATHER SHIELD --- 1/2"O.S.B.SHEATHING -- - _ _ _ NEW 2x 4 OR 2x 6 R-38 BATT INSULATION NOT COMPRESSED(HOT ROOF) -- -- 2x 10 RAFTERS @ 16"O.C. -- =` ---- T.O.2ND FLR PLATE STUD WALL @ 16" O.C. s T.O.2ND FLF,PLATE - - - - - _ _ _ _ _ _ _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ a x 6 PVC FASCIA BOARDS WITH JOISTS 5"HALF ROUND ALUM GUTTERS JOISTS ABOVE AND LEADERS TO APPROVED J 0 o DRYWELLs - - - - - o 0 0 = 5 SECTION / DETAIL W � © O z ° WW A5 z Ei a x 6 PVC FRIEZE BOARDS -_ _ _ z = p (FRONT ONLY) - _ _ -- - _ - - _ _ _ _ _ F- 0 W S-1 _ - --- W . A5 BUILDING SECTION 6"BLIND FLASHING AT ROOF a- - - - - a AND WALL INTERSECTIONS ) 0 co - _ Cx) _ _ - - __ o w WINDOW T.O.2ND FLR - - - ------ ---- - - - - - - - - -_ - - - - - - - - - - - - T o 1sT FLR PLATE— EXTERIOR - - - - - ELEMENTS ABOVE T O 2ND FLR _ T.O. 1STFLR._P_LATE -_ - - - - - - - - - - - - - - - - - - - - - - - - - WALL CONSTRUCTION: - - - - CEDAR PERFECTION PRE-DIPPED - - - - - "WASKA ECOBLEACH"COLOR:WHITE - _ - GIRDER / HEADER ABOVE VENTILATED UNDERLAYMENT O = TYVEK HOUSE WRAP OR EQUAL - - ® ® -- - - - 0 0 = 0 ►- 1 ° U ~ _ __ _I a (D ® POST DOWN -j U - - W w 2'O.S.B. SHEATHING _ - _ - _. - '` w = R-19 BATT INSUL. (PICTURE FRAME AIR _ _ _ j = INTERCONNECTED COMBINATION SEAL TO MEET BLOWER DOOR REQM'T) - - - - - - „ _ g y SD SMOKE AND CARBONMONOXIDE g 2x 6 STUDS @ 16"O.C. - i_ �� F- w _ - CO DETECTORS AS PER R314 OF THE - -- -- - - - - CO � a - - - - IRC NYS AND 915 OF THE IFCONYS o) 2'GYPSUM WALL BOARD - - -- - - - - - - 0 0> - - o Q - bo W T.O. 1 ST FLR: ELEV=22.0' - _ - - - - - - - - - T.O. 1 ST FLR: ELEV=22.0' - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - T.O. BSMT PLATE - - - - - - - - - - - -_ � �� - — -_ _ - - _ - - - - - - - - - - - - - - - - - - - T.O. BSMT PLATENip _ CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR I I I I I I I MAINTAINING JOB SITE SAFETY DURING THIS PHASE z OF WORK&SHALL COMPLY WITH ALL APPLICABLE z I I I I I I I I I W � FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING 2 x i i I I 1 1 i i ____-I, w x BUT NOT LIMITED TO BUILDING CODES, OSHA Q z I I I I 1 1 I I r-i r---_j Q z REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS 00 w I I 1 I I I I 1 1 -� -_j M w MATERIAL REMOVAL&DISPOSAL. U 1 I 1 I I I I I I i _J 104 U i -i THE CONTRACTOR SHALL INDEMNIFY&HOLD I J -_j HARMLESS THE OWNER,THE ARCHITECT,AND ----, L-� I I C--7--T---I I I F- F T.O. BSMT SLAB L- L-_-{ _ _ _ _ _ I _ I--_ -1 I - _ _ _ _ I _ _ _ _J - THEIR AGENTS&EMPLOYEES FROM AND AGAINST - -- - - - - - - - - - - - - - - L-p-------------------- �-� --- �- --I--- --------------1 r-----------------�--� - - - - - - - - - - - - - - RESULTINGFROMANYOFTHE ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES L---------------------L-----L-1--L-1----_-------_ ARISING OUTOFOR . _—L________________J ITEMS LISTED ABOVE. RIGHT SIDE ELEVATION THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY SCALE: 1/4" - 1 -O�� 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 "METHODS&MEANS"OF CONSTRUCTION. THE ARCHITECT IS NOT RESPONSIBLE FOR FIELD SUPERVISION. ---_---- - --- -- -- --_- - - ED A& \S1 PH CIA -- ------ T.O.2ND FLR PLATE - - - - - - - - --- - ---- - - - - - - - - - - - - - - - - - - T.O..2ND FLR PLATE N r, — — — — — — — �46849 �O TYPICAL ROOF CONSTRUCTION: CS FLF NE`N _ AA - -1 1-,-1- . 35 YEAR ARCHITECTURAL ASPHALT SHINGLES O Q _ _ _ _ _ (COLOR: CHARCOAL) of-- 00 BB - - 15#ROOF FELT&ICE AND WEATHER SHIELD - - O _ -- - - - 1/2"O.S.B. SHEATHING z = _ - z = - R-38 BATT INSULATION NOT COMPRESSED(HOT ROOF) 0 E_ � - O OZ - [_ _. a SEALED AND BEAR RED-INK SIGNATURE CO o ¢ i + - co ' _ Model Name: Countach T.O. ND FLI2 � _ - - - - - - --- -- ----------- T.O. ND FLR - - - - - - - - - - - - - - - - - -- _ - - - _ - -- _ = -_ - _— -- = -- - - - - - - - - - - - - - - Proposed New Home for: T.O. 1ST FLR PLATE _ ---_ _- _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ ----_ _ -_ - _ T. 1 T FL PLAT INP - _ _ __- _ --EXTERIOR WALL CONSTRUCTION: D _- - - - CEDAR PERFECTION PRE-DIPPED RAMOUNT ��Wq �� WHITE � 0 � 0 c� l_ - VENTILATED UNDERLAYOMEONT a - - 0 - - - _ DEVELOPMENT GROUP O_j z_ - �- - _ - - - TYVEK HOUSE WRAP OR EQUAL W - _ �- TFFl i_- I - 2'O.S.B. SHEATHING � _ W W Iz _ - - - _ __ - _- - _. �_ _ _-_ _ _ R-19 BATT INSUL. (PICTURE FRAME AIR of � M U_ - U- OOLUMEN AWHITEffURE- CnL O �-� !- - - - - - O -�� - - _ - - - - I - - SEAL TO MEET BLOWER DOOR REQM'T)= _ - - _ - - 2x 6 STUDS @ 16"O.C. g -- °' - o '-"GYPSUM WALL BOARD 2 Windemere Court, o w - 2 P.O. Box 169, Speonk,NY 11972 - - 5 _ � hone• 631-874-29 T.o. 1 ST FLR: ELEV=22.0' - - - - T.O. 1 ST FLR: ELEV= - - - - - - - - - - - - - - - - - - --- --- - - -4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Ill631-874-73772 T.O. BSMT PLATE _ -- -- - __- -_ '_- _- _ - - _ - - - - - - - - - - - - - - - _ adam@delumenarchitecture.com I r _ ► I __- #675 Pine Tree Road I 1 I I 1 11 I I I I I� - - �I I I I I I� - - �I I I I F- I i I I i i i i i I I III III I I I I III III I I ' of W I_ Cutchogue New York 11935 w 0 �I----- , 1 I I I I I I I i t III - - JII I I I I IIL _ - JII I I I W ° W ; > > mJ L___ L_ I I I I I , I I I - - I I I I I I - - I I I I w m J Town of Southold W L 1 - I I I I I I I III cc III i t I I III DD III I I 1 W �Nw County of Suffolk O it I I II O II i 1 wwo o J, " L_L L_L- Zone: R-40 �L——J I j I i m - " SCTM #: 1000-104-1-6 Non-Conforming I I I I I I I o0 T.O. BSMT SLAB L- L 1 I I I I I F -1 I 1 co T.O. BSMT SLAB i I I - L_ - L— 1 L___�-�___-�-L__=___-____�-�____�-L,__-__� _ _ _ _ _ _ _ _ _ _ _ _ _ _ BuildingElevations L------------L---------J__L__L-----1------I-----------I-------------i------------i------J LEFT SIDE ELEVATION Date: November 10, 2025 SCALE: 1/4" = V-0" Scale: As noted A10 Project No: DA250068 SYMBOL LEGEND 3 =III-III=III=1 EARTH 2-14 x 92"LVL HIP RAFTER I=III—III-I I I POURED CONCRETE SIMPSON H10S HURRICANE TIE TYPICAL ROOF CONSTRUCTION: OR 8" CMU BLOCK- AT EACH RAFTER TO STUD CONNECTION. 35 YEAR ARCHITECTURAL ASPHALT SHINGLES EXISTING STUD WALL 2x 10 BLOCKING BETWEEN RAFTERS (TYPICAL) (COLOR: CHARCOAL) 15#ROOF FELT&ICE AND WEATHER SHIELD TO REMAIN FLARED ROOF EAVE 1/2"O.S.B.SHEATHING SEE DETAIL THIS SHEET 2x 10 RAFTERS @ 16"O.C. �_______-� EXISTING STUD WALL 12 12 - TO BE REMOVED NON-VENTING SOFFIT(TYPICAL) 9 19 SIMPSON H10S HURRICANE TIE NEW 2x 4 OR 2x 6 AT EACH RAFTER TO STUD CONNECTION. STUD WALL @ 16" O.C. Zx 10 BLOCKING BETWEEN RAFTERS(TYPICAL) - Y k- x,t.k v k .x.k twIx x _ JOIST JOISTS ABOVE FLARED ROOF EAVE fib` T.O.2ND FLR PLATE _ _ _ _ _ _ 12 24 SEE DETAIL THIS SHEET 6"BLIND FLASHING AND CEILING(TYP) 5 A5 G.W.B. ON WALLS SECTION / DETAIL w 2x 10 NAILER WITH 10'-0"HIGH 10'-0" HIGH 2-0 NON-VENTING SOFFIT(TYPICAL) F- 8'-0"HIGH 2 O.H. S-1 SIMPSON LRU28Z VAULT CLG VAULT CLG AS BUILDING SECTION a FACE MOUNT RAFTER BEDROOM #3 WALK-IN BEDROOM #4 HANGER CLOSET O o 2x 10 RAFTERS @ 16"O.C. EXTERIOR WALL CONSTRUCTION: WINDOW 116"DEEP TJI-360 CEDAR PERFECTION DOUBLE PRE-DIPPED z 2x 6 NAILER WITH SIMPSON LUS26 4" LP-TOPNOTCH 350 PRE-ENGINEERED N FACE MOUNT JOIST HANGER T&G SUBFLOOR GLUED FLOOR TRUSSES "WASKA ECOBLEACH"COLOR:WHITE - - - - - ELEMENTS ABOVE VENTILATED UNDERLAYMENT 2x 6 CEILING JOISTS 16"O.C. 12 AND NAILED(TYPICAL) @ 16"O.C. T.O.2ND FLR @ t5f 'TYVEK HOUSE WRAP OR EQUAL O.S.B. SHEATHING GIRDER / HEADER ABOVE T.O. 1ST FLR PLATE R-19 BATT INSUL. (PICTURE FRAME AIR - - - --- - - - - -- SEAL TO MEET BLOWER DOOR REQM'T) EXTERIOR WALL CONSTRUCTION: 3- 14"x 118"LVL FLUSH HEADER SIMPSON TB20 2x 6 STUDS @ 16"O.C. 10 POST DOWN H CEDAR PERFECTION PRE-DIPPED WITH SIMPSON ITS2.37/11.88 CROSS BRIDGING 2'GYPSUM WALL BOARD w "WASKA ECOBLEACH"COLOR:WHITE TOP MOUNT JOIST HANGERS @ 8-4-O.C. INTERCONNECTED COMBINATION �-- VENTILATED UNDERLAYMENT g �"U SD SMOKE AND CARBONMONOXIDE 9'-1"CLG. HT.TYVEK HOUSE WRAP OR EQUAL VA"CLG. HT. 9'-1"CLG. HT. CO DETECTORS AS PER R314 OF THE 0 2'O.S.B. SHEATHING DINING ROOM GALLERY BREAKFAST IRCONYS AND 915 OF THE IFCONYS O R-19 BATT INSUL. (PICTURE FRAME AIR / STUDY I SEAL TO MEET BLOWER DOOR REQM'T) 2x 6 STUDS @ 16"O.C. 11Z"DEEP TJI-360 2'GYPSUM WALL BOARD 3„ 8 a LP TOPNOTCH 350 PRE-ENGINEERED a, SHINGLE FLARE AT PERIMETER T&G SUBFLOOR GLUED FLOOR TRUSSES BLUESTONE PATIO T.O. 1 ST FLR: ELEV=22.0' SEE DETAIL THIS SHEET =y AND NAILED(TYPICAL) @ 16"O.C. SEE DETAIL THIS SHEET CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR — — — — — — MAINTAINING JOB SITE SAFETY DURING THIS PHASE T.O. BSMT PLATE OF WORK&SHALL COMPLY WITH ALL APPLICABLE 2x 6 ACQ SILL PLATES FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING PROVIDE!'GYPSUM WALLBOARD R-13 GATT INSULATION IN BUT NOT LIMITED TO BUILDING CODES, OSHA WITH SILL SEAL AND TYPICAL FINISHED BASEMENT MEMBRANE TO THE UNDERSIDE OF 2x 4 STUDS WITH FIRE BLOCKING REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS C7 THE FLOOR FRAMING MEMBER AS PER R-11 DRAPPED BAIT TERMITE SHIELD(TYP) o z MATERIAL REMOVAL&DISPOSAL. � WALL CONSTRUCTION: _ �- GMX"WATERPROOFING(10 YEAR WARRANTY) SECTION R302.13 OF THE RCONYS. 5/8"DIA STEEL ANCHOR BOLTS `' w '8"POURED CONCRETE REINFORCED FND WALLS 4- 14'x 118"LOW LVL HEADER WITH MAX 37"O.C.WITHIN 12"FROM THE CONTRACTOR SHALL INDEMNIFY& HOLD R-11 DRAPPED BATT INSUL. UNFINISHED 2x 8 P.T. PLATE ABOVE ON 4"DIA. ENDS OF EACH SILL PLATE PIECE. HARMLESS THE OWNER,THE ARCHITECT,AND m 7'-92'CLG. HT. STEEL LALLY COLUMN EXTEND BOLTS MIN 7"INTO FND& THEIR AGENTS&EMPLOYEES FROM AND AGAINST 0° BASEMENT ON 30"x 30"x 15"DEEP POURED SECURE TO SILL W/ 3"SQUARE ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES IN CONCRETE FOOTINGS WITH WASHER AND TIGHTENED NUT ARISING OUT OF OR RESULTING FROM ANY OF THE 3-#5 RE-BAR E.W. TO EACH BOLT. ITEMS LISTED ABOVE. � T.O. BSMT SLAB TYPICAL FOUNDATION THE CONTRACTOR SHALL VERIFY ALL FIELD i i i CONDITIONS AND NOTIFY THE ARCHITECT OF ANY WALL CONSTRUCTION: CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE L----_J L----_J "GMX"WATERPROOFING (10 YEAR WARRANTY) RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. 8"POURED CONCRETE REINFORCED FND WALLS R-11 DRAPPED BATT INSUL. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON BUILDING SECTION: S-1 TEMPORARY WALL BRACING NOTE: THESE DOCUMENTS. - WALLS TO BE BRACED DURING CONSTRUCTION THE CONTRACTOR IS SOLEY RESPONSIBLE FOR SCALE: 1/4" — 1 -0" TO PREVENT BOWING OF TOP PLATES. DO NOT "METHODS&MEANS"OF CONSTRUCTION. THE REMOVE BRACES UNTIL WALLS AND ROOF ARE ARCHITECT IS NOT RESPONSIBLE FOR FIELD FULLY SHEATHED. SUPERVISION. D AR z 046848 yO� t1"THICK DIMENSION CUT OF NEB BLUESTONE FIELD CAP WITH THERMAL FINISH AND $"GROUTED JOINTS FLOOR JOISTS t1"MORTAR SETTING BED 4"POURED CONCRETE SLAB OFFICIAL PLANS ARE DULY SIGNED AND j OVERALL DEPTH OF FINISHED PATIO SEALED AND BEAR RED-INK SIGNATURE (SEE FIRST FLOOR PLAN) t2"THICK DIMENSION CUT BLUESTONE EDGE CAP AND TREAD CAP WITH THERMAL Model Name: Countach SHEATHING WITH HOUSE WRAP OVERALL DEPTH OF P.C.CHEEK WALL FINISH AND 3"GROUTED JOINTS OVER 2x 6 STUDS TYPICAL ROOF CONSTRUCTION: (SEE FOUNDATION PLAN) 3" &MITERED CORNERS Proposed New Home for: 35 YEAR ARCHITECTURAL ASPHALT SHINGLES m W U_ m (COLOR: CHARCOAL) o o O g O O O t2"THICK"CULTURED STONE" CEDAR PERFECTION SHINGLES(PRE-DIPPED) 15#ROOF FELT& ICE AND WEATHER SHIELD a O a U) a O n- U) VENEER OR EQUAL DD � t0.45"THICK x 18"LONG, 6"EXPOSURE 1/2"O.S.B. SHEATHING m z m z LEDGECUT33-DRY STACK .. ARAMOUNN 'T FLARED AT BOTTOM AND WOVEN AT CORNERS =,ND O O MaZ) O O (PEBBLE BEACH)V.I.F. R-38 OPEN CELL SPRAY LO m �- U U) F- U , #5 VERT. REBAR @ 20"O.C. FOAM INSULATION(HOT ROOF) 1' NOSING DEVELOPMENT GROUP RAIN SCREEN DRAINAGE AND RAFTERS AS NOTED 1x 6"AZEK"TRIM (TYPICAL) AS PER TABLE R404.1.2(9)& 1'-2"TABLE R404.1.2(4)OF THE VENTILATION BARRIER floLUMEN AWHITMIRE IRCONYS #4 HORIZONTAL FULLY ADHERED WEATHER 2x 10 BLOCKING BETWEEN RIM (TY CAL) a REBAR @ 39"O.C. RAFTERS BOARD = w RESISTIVE BARRIER :' ��F- _ AS PER TABLE BEND PLYWOOD TO 6'-0" m R404.1.2(1)OF RADIUS PROVIDE BLOCKING a 2 Windemere Court, "GMX"WATERPROOFING THE IRCONYS PROVIDE SELF ADHERING PVC FINISHED P.O. Box 169, Speonk,NY 11972 2 LAYERS OF 4'SHEATHING AS REQUIRED FLASHING MEMBRANE BETWEEN ��- _H OR EQUAL AS PER (1) 18"TALL AND(1)24"TALL cn GRADE Phone: 631-874-2925 SECTION R406.2 OF 2x 8 RAFTER TAILS 9 12 WOOD AND CONCRETE (TYP) THE IRCONYS. 4"P.C. SLAB @ 16"O.C. Fax: 631-874-7377 2"SLAB SEAT 12"#5 REBAR DOWELS adam@delumenarchitecture.com (3,500 PSI MIN.) 2x 4 HORIZONTAL BLOCKING 5"ALUM. HALF-ROUND 8" '.•.' 1-2x 6 SILL PLATE WITH TERMITE BETWEEN CHEEK WALLS '�[(�/ OVER 6 MIL. WITH A 20 DEGREE BEVEL #5 DOWELS @ POLYVAPOR ATTACHED TO A VERTICAL X GUTTERS (WHITE)OVER 12 i '. SHIELD AND SILL SEAL(TYP) #675 Pine Tree Road BARRIER.WITH 2x 4 INSTALLED AROUND �„ ` 5/4x 6 ROYAL FASCIA 41_ .' 8 POURED CONCRETE 24"O.C.8"HORIZ. t32 BOARDS OVER 2x 6 ----. --- "10��:',';. s, CHEEK WALLS ON z LEG&28"VERT. LEG 6x 6, 8/8,W.W.M. PERIMETER, MITERED AT z O.H. SUB-FASCIA ,, $'DIA.x 12' LONG 16"x 8"P.C. FOOTINGS 2 Cutchogue, New York, 11935 OVER 6"CRUSHED CORNERS •: ANCHOR BOLTS o Town of Southold 2x 4 KEYWAY GRAVEL. FINISHED GRADE a' POURED CONCRETE FOUNDATION M County of Suffolk 2'-0"O.H. WATERSTOP I III—III I III III- .. ty 1x 6 PVC SOFFIT I _ - (TYPICAL) WALL ON 20"x 10"P.C. FOOTINGS WITH 2x6 SOFFIT JOISTS - .' i;, 3-#5 RE-BARS IN BOTTOM WITH"GMX" SCZ'M #: 1000-104-1-6 Zone: R-ao 3-#5 CONT. REBAR ,_ @ 16' O.C.WITH :- ;;.. WATERPROOFING(10 YEAR). Non-Conforming 16" I --� - ,ROYAL"SOFFIT Building Section FOUNDATION (DETAIL SHINGLE FLARE DETAIL ROOF EAVE DETAIL DETAIL BLUESTONE PATIO �T • SCALE. 1/4 —1 -0 CX� Details SCALE: 1"=V-0" SCALE: 1/2"=1'-0" SCALE: 3/4" = V-0" Date: November 10, 2025 Scale: As noted All Project No: DA250068 I SYMBOL LEGEND BRACED WALL LINE"J": 21'-2" TABLE R602.10.3(1) BRACED WALL LINE"G": 32'-102" TABLE R602.10.3(1) REQUIRED CS-WSP: 9-6" TABLE R602.10.3(1) REQUIRED CS-PF: 14'-2" TABLE R602.10.3(1) —_—_—_ 9'-0"STORY HEIGHT ADJUSTMENT 0.95 x 9-6"=9'-02' TABLE R602.10.3(2) 9'-0"STORY HEIGHT ADJUSTMENT 0.95 x 14'-2"=1 T-52' TABLE R602.10.3(2) ��—��(—��—� EARTH GYP.BOARD ADJUSTMENT GB 0.7 x 9'-0z"=6'-4" TABLE R602.10.3(2) GYP.BOARD ADJUSTMENT GB 0.7 x 13'-5"=9'-6" TABLE R602.10.3(2) III—I —I I I CS-WSP REQUIRED: 64" CS-PF REQUIRED: 9'-6" ,::'. POURED CONCRETE v:k CS-WSP PROVIDED: 13'-42' CS-PF PROVIDED: 6-81' ;;,;;:_: OR 8" CMU BLOCK MINIMUM LENGTH OF BRACED MINIMUM LENGTH OF BRACED EXISTING STUD WALL WALL PANELS FOR CS-WSP: 41" TABLE R602.10.5 WALL PANELS FOR CS-PF: 18" TABLE R602.10.5 TO REMAIN PROVIDED MIN.LENGTH OF BRACED PROVIDED MIN.LENGTH OF BRACED WALL PANEL FOR CS-WSP: 56Z' WALL PANEL FOR CS-PF: 33" r EXISTING STUD WALL MINIMUM 8'EXTERIOR SHEATHING AS PER TABLE R602.3(3) SPECIFIED!'MIN. INSTALL WALL(CS-PF)AS PER FIGURE R602.10.6.4 TO BE REMOVED SHEATHING MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE 3) ITEM#30 INSTALL GB AS PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR BASED ON NEW 2x 4 OR 2x 6 R602.3( INSTALL 3) A PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR BASED ON TABLE R602.10.3(2)ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ON WALLS AND SHALL BE STUD WALL @ 16" O.C. TABLE R602.10.3(2)ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ON WALLS AND SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES INCLJDING TOP AND BOTTOM PLATES AND FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED JOISTS JOISTS ABOVE ALL HORIZONTAL JOINTS MUST BE BLOCKED BRACED WALL LINE"E": 10'-0" TABLE R602.10.3(1) 7'-11-" BRACED 1 REQUIRED CS-WSP: 5'-0" TABLE R602.10.3(1) 32'-101 BRACED WALL LINE"G" 2 GYP. BOARD ADJUSTMENT GB 0.7 x 6-0"=T-6" TABLE R602.10.3(2) A5 SECTION / DETAIL 21'-2" BRACED WALL LINE"J" 10 2 WALL LINE"E" CS-WSP REQUIRED: 3'-6' CS-WSP PROVIDED: 3'-102' 1 1 4'-22 2'-9" 2'-9" 3'-102" s-1 BUILDING SECTION 8'-8"B.W.F. 3'-0" 4'-82'B.W.P. 4'-92' B.W.P. 18'-2" B.W.P. 5'-0" B.W.P. 4'-1" B.W.P. MINIMUM LENGTH OF BRACED A5 WALL PANELS FOR CS-WSP: 41" TABLE R602.10.5 PROVIDED MIN. LENGTH OF BRACED �� WINDOW WALL PANEL FOR CS-WSP: 462' MINIMUM$" EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 2'MIN. _ _ _ = = ELEMENTS ABOVE SHEATHING MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3)ITEM#30 INSTALL GB AS PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR BASED ON — GIRDER / HEADER ABOVE TABLE R602.10.3(2)ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ON WALLS AND SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED POST DOWN INTERCONNECTED COMBINATION SD SMOKE AND CARBONMONOXIDE -''CO DETECTORS AS PER R314 OF THE IRCONYS AND 915 OF THE IFCONYS BRACED WALL LINE"F": 10'-0" TABLE R602.10.3(1) REQUIRED CS-WSP: 5'-0" TABLE R602.10.3(1) J L i� CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR --- — — — — _, CS REQUIRED: 5'-0" — — — — — — — — — — — — — — — — — — — — — — — MAINTAINING JOB SITE SAFETY DURING THIS PHASE — w CS-WSP PROVIDED: 10'-0" — — — — — — — — — — — — — — — — — — — — z OF WORK&SHALL COMPLY WITH ALL APPLICABLE Q FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING I aJ MINIMUM LENGTH OF BRACED BUT NOT LIMITED TO BUILDING CODES, OSHA BRACED WALL LINE"H": 15'-Ei2' TABLE R602.10.3(1) o WALL PANELS FOR CS-WSP: 41" TABLE R602.10.5 REQUIRED CS-WSP: T-3" TABLE R602.10.3(1) Q REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS PROVIDED MIN. LENGTH OF BRACED MATERIAL REMOVAL&DISPOSAL. 9-0"STORY HEIGHT ADJUSTMENT 0.95 x T-3"=6-11" TABLE R602.10.3(2) I I I 0 WALL PANEL FOR CS-WSP: 120" GYP.BOARD ADJUSTMENT GB 0.7 x 6-11"=4'-11" TABLE R602.10.3(2) _ W = I I I I U THE CONTRACTOR SHALL INDEMNIFY&HOLD CS-WSP REQUIRED: 4'-1 I" w I MINIMUM$" EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 2'MIN. HARMLESS THE OWNER,THE ARCHITECT,AND CS-WSP PROVIDED: 9'-2?" � I I _ o SHEATHING MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE THEIR AGENTS&EMPLOYEES FROM AND AGAINST o R602.3(3) ITEM#30 ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES MINIMUM LENGTH OF BRACED Q o I , ARISING OUT OF OR RESULTING FROM ANY OF THE WALL PANELS FOR CS-WSP: 41" TABLE R602.10.5 S I I ITEMS LISTED ABOVE. PROVIDED MIN.LENGTH OF BRACED 0 pp WALL PANEL FOR CS-WSP: 76" 0 I I „ THE CONTRACTOR SHALL VERIFY ALL FIELD MINIMUM$"EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED"MIN. M I I \ / CONDITIONS AND NOTIFY THE ARCHITECT OF ANY SHEATHING MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE �iN I I a CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE I? I ILT I LO m RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. R602.3(3) ITEM#30 Cn \ INSTALL GB AS PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR BASED ON I I _ THE ARCHITECT SHALL BE HELD HARMLESS BY ANY TABLE R602.10.3(2)ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ON WALLS AND SHALL BE I FASTENED AT 4"O.C.ALONG PANEL EDGES,INCLUDING TOP AND BOTTOM PLATES AND —iN I I w BRACED WALL LINE"D": 15'-32' TABLE R602.10.3(1) AGENCY FOR ANY"ERRORS&OMISSIONS"ON ALL HORIZONTAL JOINTS MUST BE BLOCKED I I zj REQUIRED CS-WSP: T-10" TABLE R602.10.3(1) THESE DOCUMENTS. p J CS-WSP REQUIRED: T-10" Q CS-WSP PROVIDED: g�_g4 ,THE CONTRACTOR IS SOLEY RESPONSIBLE FOR METHODS&MEANS"OF CONSTRUCTION. THE 0 ARCHITECT IS NOT RESPONSIBLE FOR FIELD - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - � w MINIMUM LENGTH OF BRACED U WALL PANELS FOR CS-WSP: 41" TABLE R602.10.5 SUPERVISION. PROVIDED MIN. LENGTH OF BRACED m I I I = �M WALL PANEL FOR CS-WSP: 424" I ' MINIMUM$"EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 2'MIN. l — —— — — — — — — SHEATHING MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3)ITEM#30 — — — — — — — — — — — — — —— — — — — — — ciwn I m RED AR ti BRACED WALL LINE"K": 26-12" TABLE R602.10.3(1) —— — -- ��GJ��STOPIIF O/0- REQUIRED CS-WSP: 6'-3" TABLE R602.10.3(1) C� 9'-0"STORY HEIGHT ADJUSTMENT 0.95 x 6'-3"=5'-111" TABLE R602.10.3(2) p I I o e � m GYP.BOARD ADJUSTMENT GB 0.7 x V-112'=4'-2" TABLE R602.10.3(2) Y I I I * a c.a u z '# CS-WSP REQUIRED: 4'-2" Z O I [� 0 68A8 O� CS-WSP PROVIDED: 23'-10" MINIMUM LENGTH OF BRACED � — — — — — — — V OF NEB WALL PANELS FOR CS-WSP: 41" TABLE R602.10.5 0 PROVIDED MIN.LENGTH OF BRACED U ( I WALL PANEL FOR CS-WSP: 51" — — — — — — — — — — — — — — MINIMUM 3'EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 2'MIN. coI I I I I I I OFFICIAL PLANS ARE DULY SIGNED AND SHEATHING MIN. 8d NAILS 6"O.C.ALOIVG EDGES/12"O.0 FIELD AS PER TABLE FD m SEALED AND BEAR RED-INK SIGNATURE R602.3 (3) ITEM#30 04 F� INSTALL GB AS PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR BASED ON Model Name: Countach TABLE R602.10.3(2)ITEM#7 ADJUSTMENT F70R GYPSUM BOARD ON WALLS AND SHALL BE I I I I I FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM PLATES AND I I I ALL HORIZONTAL JOINTS MUST BE BLOCKED Proposed New dome for: I I i l DD , A"11'r II I A M 0 U N T DEVELOPMENT GROUP I I floLUMEN ARCHITECTURE PROPOSED FIRST FLOOR 2 Windemere Court, BRACING CALCULATIONS P.O. Box 169, Speonk,NY 11972 Phone: 631-874-2925 SCALE: 1/4"=1'-0" T-6�" 1 9 3 2 3-2" Fax: 631-874-7377 3'-0" 3'-0" 3'-11�. 4�� 1 2 NOTES: 6'-1-" � ,� � �� BRACING REQUIREMENTS ARE BASED ON B.W.P. 9-o B.W.P. B.W.P. 3-o B.W.P. 2 B.W.P. 9-0 B.W.P. B.W.P. 9-0 B.W.P. adam@delumenarchitecture.com 11 TABLE R602.10.3 (1) FOR <140 MPH WIND SPEED. 15'-0"BRACED WALL LINE"A" 31'-8"BRACED WALL LINE"B" 15'-4" BRACED WALL LINE"C" #67 S Pine Tree Road 6"O.C. O EDGES, 12" THING FASTENING: Cutchogue New York 1 1935 EXTERIOR WALL SHEATHING BRACED WALL LINE"A": 15'-0" TABLE R602.10.3(1) BRACED WALL LINE"B": 31'-8" TABLE R602.10.3(1) BRACED WALL LINE"C": 15'-4" TABLE R602.10.3(1) O.C.IN FIELD REQUIRED CS-PF: T-9" TABLE R602.10.3(1) REQUIRED CS-PF: 7'-4" TABLE R602.10.3(1) REQUIRED CS-PF: T-2" TABLE R602.10.3(1) Town of Southold ALL JOINTS BLOCKED CS-PF REQUIRED: T-9" CS-PF REQUIRED: 7'-4" GYP. BOARD ADJUSTMENT GB 0.7 x T-2"=5'-02'-" TABLE R602.10.3(2) County of Suffolk INTERIOR WALL SHEET-ROCK FASTENING: CS-PF PROVIDED: 6'-0" CS-PF PROVIDED: 13'-62' CS-PF REQUIRED: 5'-02" 4"O.C.AT EDGES, 12"O.C.IN FIELD CS-PF PROVIDED: 6'-4" Zone: R-40 MINIMUM LENGTH OF BRACED H MINIMUM LENGTH OF BRACED ift SCTM #: 1000-104-1-6 Non-Conforming ALL JOINTS BLOCKED WALL PANELS FOR CS-PF: 18" TABLE R602.10.5 WALL PANELS FOR CS-PF: 18" TABLE R602.10.5 MINIMUM LENGTH OF BRACED PROVIDED MIN.LENGTH OF BRACED PROVIDED MIN. LENGTH OF BRACED WALL PANELS FOR CS-PF: 18" TABLE R602.10.5 First Floor Braced WALL PANEL FOR CS-WSP: 36" WALL PANEL FOR CS-WSP: 21" PROVIDED MIN. LENGTH OF BRACED WALL PANEL FOR CS-PF: 38" INSTALL WALL(CS-PF)AS PER FIGURE R602.10.6.4 INSTALL WALL(CS-PF)AS PER FIGURE R602.10.6.4 INSTALL WALL(CS-PF)AS PER FIGURE R602.10.6.4 Wall Calculations INSTALL GB AS PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR BASED ON TABLE R602.10.3(2)ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ON WALLS AND SHALL BE Date: November 10, 2025 FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED Al2 Scale: As noted Project No: DA250068 SYMBOL LEGEND III=1 I=1 I 1=il 1 EARTH (- BRACED WALL LINE"N": 52'-3" TABLE R632.10.3(1) :.4. POURED CONCRETE REQUIRED CS-WSP: 1 V-52' TABLE R6012.10.3(1) OR $" CMU BLOCK CS-WSP REQUIRED: 1V-52' EXISTING STUD WALL CS-WSP PROVIDED: 29'-3" TO REMAIN MINIMUM LENGTH OF BRACED EXISTING STUD WALL WALL PANELS FOR CS-WSP: 35' TABLE R602.10.5 [ ] TO BE REMOVED PROVIDED MIN. LENGTH OF BRACED WALL PANEL FOR CS-WSP: 492" NEW 2x 4 OR 2x 6 MINIMUM$"EXTERIOR SHEATHING AS PER TABLE R602.3(3) SPECIFIED 2'MIN. STUD WALL @ 16" O.C. SHEATHING MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE JOISTS R602.3(3)ITEM#30 JOISTS ABOVE 52'-3"BRACED WALL LINE"N" 5 SECTION / DETAIL A5 4'-12'B.W.P. 9,-01, 10'-52'B.W.P. 8�_0�� 6'-02'B.W.P. 6,_0„ 8'-72"B.W.P. BUILDING SECTION A5 WINDOW - - - - - ELEMENTS ABOVE F - - - - - - - - - - - - � I I - GIRDER / HEADER ABOVE Ir POST DOWN INTERCONNECTED COMBINATION <� SD SMOKE AND CARBONMONOXIDE CO DETECTORS AS PER R314 OF THE - - - - - - - - - - - � - - - - - -I- - - - - - � - - - - - - - - - - - - - - M0) IRCONYS AND 915 OF THE IFCONYS I I I cm I I I I I I I 0 _ I - - - - - - - - - -I °O m I I I WBRACED WALL LINE"M": 23'-32' TABLE R602.10.3 (1) CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR I I I I b JTHIS REQUIRED CS-WSP: 5'-8" TABLE R602.10.3 (1) OF{ NG WORK(&SHALL COMPLY WITH AJOB SITE SAFETYRLIL NG APPLICABLE PHASE BRACED WALL LINE"0": 28'-2" TABLE R602.10.3(1) FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING REQUIRED CS-PF: 6'-8" TABLE R602.10.3(1) I I I I CS-WSP REQUIRED: 5-8 W CS-WSP PROVIDED: 19'-23" BUT NOT LIMITED TO BUILDING CODES, OSHA Z I I I I p a REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS CS-PF REQUIRED: 6'-8" � — — — W MATERIAL REMOVAL&DISPOSAL. 3„ � - - - - - - - - - - -1\ lu`T I v MINIMUM LENGTH OF BRACED CS-PF PROVIDED: 12'-64 Q / \ IL WALL PANELS FOR CS-WSP: 35" TABLE R602.10.5 THE CONTRACTOR SHALL INDEMNIFY&HOLD �icj HARMLESS THE OWNER THE ARCHITECT,AND - n- PROVIDED MIN. LENGTH OF BRACED MINIMUM LENGTH OF BRACED p M / \ I I c�a co WALL PANEL FOR CS-WSP: 41" WALL PANELS FOR CS-PF: 16" TABLE R602.10.5 U / \ I m c%) THEIR AGENTS&EMPLOYEES FROM AND AGAINST PROVIDED MIN. LENGTH OF BRACED / \ I p N ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES / \ I MINIMUM 3'EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 2'MIN. ARISING OUT OF OR RESULTING FROM ANY OF THE WALL PANEL FOR CS-PF: 254' - �iNa I I SHEATHING MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE ZN N m I I I R602.3(3) ITEM#30 ITEMS LISTED ABOVE. INSTALL WALL(CS-PF)AS PER FIGURE R602.10.6.4 N �p THE CONTRACTOR SHALL VERIFY ALL FIELD o CONDITIONS AND NOTIFY THE ARCHITECT OF ANY N CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. to n THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON THESE DOCUMENTS. - - - - - - - - - -� THE CONTRACTOR IS SOLEY RESPONSIBLE FOR — — — — ( "METHODS&MEANS"OF CONSTRUCTION. THE ARCHITECT IS NOT RESPONSIBLE FOR FIELD �F! // I I �� SUPERVISION. I M ER _D AR NSTOPHF O�� Q `w z I - - - - - - - - - - - - - - - - - - - 0 - 4684S I I OF NE I I I I I I F -11 F -1 LJ LJ OFFICIAL PLANS ARE DULY SIGNED AND SEALED AND BEAR RED-INK SIGNATURE L — — — — — — — — — — — — — — — — J Model Name: Countach Proposed New Home for: 12'-4" 2'-5" 2'-5" 2'-5" 2_Z2 3'-3" B.W.P. B.W.P. T-5" B.W.P. 6-0" B.W.P. B.W.P. 6-0" B.W.P. D Ilk Ilk Ik Ik Ik Ilk Ik Ilk 44'-102' BRACED WALL LINE"L" L RA �\ O I I 1 LOPM`E„N/T1 G� 11 DEvVEROUP BRACED WALL LINE"L": T-1" TABLE R602.10.3(1) OOLUMEN ARMITEffURE PROPOSED SECOND FLOOR REQUIRED CS-PF: 3'-1" TABLE R602.10.3(1) BRACING CALCULATIONS CS-PFREQUIRED: T-1" CS-PF PROVIDED: 25'-52' 2 Windemere Court, SCALE: 1/4°=1'-O" MINIMUM LENGTH OF BRACED P.Phone:636-874-2 2,NY 11972 NOTES: WALL PANELS FOR CS-PF: 16" TABLE R602.10.5 Fax: 631-874-7377 BRACING REQUIREMENTS ARE BASED ON PROVIDED MIN. LENGTH OF BRACED TABLE R602.10.3 (1) FOR <140 MPH WIND SPEED. WALL PANEL FOR CS-PF: 29" adam@delumenarchitecture.com EXTERIOR WALL SHEATHING FASTENING: INSTALL WALL(CS-PF)AS PER FIGURE R602.10.6.4 #675 Pine Tree Road 6"O.C.AT EDGES, 12"O.C. IN FIELD ALL JOINTS BLOCKED CUtC ogue, New York, 11935 Town of Southold INTERIOR WALL SHEET-ROCK FASTENING: County of Suffolk 4"O.C.AT EDGES, 12"O.C. IN FIELD ALL JOINTS BLOCKED Zone: R-40 SCTM #: 1000-104-1-6 Non-Conforming Second Floor Braced Wall Calculations Date: November 10, 2025 Scale: As noted A 13 Project No: DA250068 EXTENT OF HEADER WITH SYMBOL LEGEN D DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS) —i 15'-0"BRACED WALL LINE"A" 31'-8"BRACED WALL LINE"B" 164"BRACED WALL LINE"C" 11 - =f I I= 1 I-III__ EARTH -18'FINISHED WIDTH OF OPENING 2' 3'-61" 1'-9" 3'-2" 3'-2" T-0" T-0" T-11" 4'.4" 1 2 F R SINGLE OR DOUBLE PORTAL SIMPSON CMSTC16 25 LENGTH COIL 6'-1-" _ - POURED CONCRETE B.W.P. 9'-0" B.W.P. B.W.P. T-0" B.W.P. 2 B.W.P. 9'-0" B.W.P. B.W.P. 9'-0" B.W.P. STRAPS(4,585#)(MIN. 3,125#AS PER w OR 8 CMU BLOCK TABLE R602.10.6.4)ON GARAGE SIDE FASTEN KING STUD TO HEADER �.� EXISTING STUD WALL :. WITH 6- 16d SINKERS TO REMAIN / MIN. 3x 12 NET HEADER FASTEN SHEATHING TO HEADER WITH 8d _ EXISTING STUD WALL _ ; COMMON OR GALVANIZED BOX NAILS IN 3" C_____-- TO BE REMOVED J GRID PATTERN AS SHOWN. MIN. O.S.B.WOOD STRUCTURAL NEW 2x 4 OR 2x 6 TYPICAL PORTAL - = PANEL SHEATHING. STUD WALL 16" O.C. ' ,FRAME CONST. CG / / I p o PANEL SPLICE EDGES SHALL OCCUR JOISTS Q ~ °D MIN. MIN OVER AND BE NAILED TO COMMON JOISTS ABOVE � � BLOCKING WITHIN THE MIDDLE 24"OF b 1 L LEI —_ _ —_ / o MINIMUM LENGTH o OF 3 O.C. NAILING THE PORTAL-LEG�IS REQUEIGHTOIRED INW 5 / NE RO Ll OF PANEL 18 AS/ EACH PANEL EDGE. A5 SECTION DETAIL PER TABLE R602.10.5 MINIMUM DOUBLE 2x 4 FRAMING S BUILDING SECTION COVERED WITH MIN.1s"THICK A5 NAIL SOLE PLATE TO O.S.B. STRUCTURAL PANEL MINIMUM e"EXTERIOR SHEATHING MINIMUM 8"EXTERIOR SHEATHING MINIMUM$"EXTERIOR SHEATHING JOIST PER TABLE R602.3(1) SHEATHING WITH 8d COMMON OR WINDOW GALVANIZED BOX NAILS AT 3"O.C. SPECIFIED 16"MIN. SHEATHING MIN. SPECIFIED I-"MIN. SHEATHING MIN. SPECIFIED 16"MIN. SHEATHING MIN. IN ALL FRAMING(STUDS, BLOCKING, 8d NAILS 6"O.C.ALONG EDGES/ 8d NAILS 6"O.C.ALONG EDGES/ 8d NAILS 6"O.C.ALONG EDGES/ AND SILLS)TYPICAL. 12"O.0 FIELD 12"O.0 FIELD 12"O.0 FIELD = _ _ _ = ELEMENTS ABOVE ATTACH SHEATHING TO BAND OR BRACED WALL LINE "A" BRACED WALL LINE "B" BRACED WALL LINE "C„ ARIM T3"OISTWITH BOTTOM NAILS AT 3"O.C.TOP&BorroM — GIRDER / HEADER ABOVE SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" BRACED WALL LINE "A" , "B", "C", "G" FIGURE R602. 10.6.4 METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL OVER RAISED WOOD FLOOR ® POST DOWN FRAME PANEL CONSTRUCTION OVERLAP OPTION INTERCONNECTED COMBINATION SD SMOKE AND CARBONMONOXIDE -' CO DETECTORS AS PER R314 OF THE IRCONYS AND 915 OF THE IFCONYS T-111"BRACED 15'-32'BRACED WALL LIN 01 E"D" 10'-0"BRACED WALL PANEL"F" 01 WALL LINE"E" 32'-1001 2'BRACED WALL LINE"G" 21'-2" BRACED WALL LINE"J" 3-63' 5'-0" 3'-1011, 4'-21" CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR tl 4 6,-83,tl 2 2-9' 2'-9' 2 1 1 B.W.P. 4 B.W.P. B.W.P. 4'-1" B.W.P. 5'-0" B.W.P. 18'-2" B.W.P. 4'-92' 4'-82'B.W.P. 3'-0" 8'-8"B.W.P. 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 / / j / � � , �� / MATERIAL REMOVAL&DISPOSAL. THE CONTRACTOR SHALL INDEMNIFY&HOLD HARMLESS THE OWNER THE ARCHITECT AND / a THEIR AGENTS&EMPLOYEES FROM AND AGAINST Lil ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY �/ ✓�/ l� `� G/ `� / ,;� 1 CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REO D. D THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON THESE DOCUMENTS. MINIMUM 8"EXTERIOR SHEATHING MINIMUM$"EXTERIOR SHEATHING MINIMUM 8"EXTERIOR SHEATHING SPECIFIED 16"MIN. SHEATHING MIN. SPECIFIED-s"MIN. SHEATHING MIN. SPECIFIED 16'MIN. SHEATHING MIN. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR 8d NAILS 6"O.C.ALONG EDGES/ 8d NAILS 6"O.C.ALONG EDGES/ 8d NAILS 6"O.C.ALONG EDGES/ METHODS&MEANS OF CONSTRUCTION. THEARCHITECT IS T RESPONSIBLE FOR FIELD 12"O.0 FIELD 12"O.0 FIELD 12"O.0 FIELD SUPERVISION. BRACED WALL LINE "D" BRACED WALL LINE "F" BRACED WALL LINE "E" BRACED WALL LINE "G" BRACED WALL LINE "J" SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" EKED AR \5� xgTOPHF phi � �A Q s�wa Z �46848 yO� CS FOF NEB 15'-62"BRACED WALL LINE"H" 26'-2"BRACED WALL LINE"K" OFFICIAL PLANS ARE DULY SIGNED AND SEALED AND BEAR RED-INK SIGNATURE 4'-10" 6'-4" B.W.P. 4'_42 tl 4'-3"B.W.P. 2'-4" 19'-7"B.W.P. Model Name: Countach Proposed New Home for: DD ARAMOUry.NT I _ DEVELOPMENT GROUP floLUMEN AWHITMIRE- 2 Windemere Court, P.O. Box 169, Speonk,NY 11972 / .. Phone: 631-874-2925 Fax: 631-874-7377 adam@delumenarchitecture.com MINIMUM 8" EXTERIOR SHEATHING #675 Pine Tree Road SPECIFIED 6'MIN.SHEATHING MIN. CUtchogue, New York, 11935 8d NAILS 6"O.C.ALONG EDGES/ 12"O.0 FIELD Town of Southold . County of Suffolk BRACED WALL LINE "D" BRACED WALL LINE "F" SCTM 9: 1000-104-1-6 Zone: R-40rming SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" First Floor Braced Wall Diagrams Date: November 10, 2025 Scale: As noted A14 Project No: DA250068 I 44'-102'BRACED WALL LINE"L" EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES SYMBOL LEGEND (TWO BRACED WALL PANELS) 2W - _ = -12'-4" 2'-5" T-5" 2'-5" 6'-0" 2'-5" 2 6'-0" 3'-3" 2'-18'FINISHED WIDTH OF OPENING _III- I P I ITI EARTH F R SINGLE OR DOUBLE PORTAL SIMPSON CMSTC16 25"LENGTH COIL I—)(I-- 1=1 1= STRAPS(4,585#)(MIN. 3,125#AS PER - POURED CONCRETE TABLE R602.10.6.4)ON GARAGE SIDE = ',:; �'� OR 8" CMU BLOCK FASTEN KING STUD TO HEADER F WITH 6- 16d SINKERS r_� EXISTING STUD WALL MIN. 3x 12 NET HEADER TO REMAIN _ FASTEN SHEATHING TO HEADER WITH 8d 1 w COMMON OR GALVANIZED BOX NAILS IN 3" EXISTING STUD WALL GRID PATTERN AS SHOWN. TO BE REMOVED 1..,s MIN.O.S.B.WOOD STRUCTURAL TYPICAL PORTAL Q = FRAME CONST. PANEL SHEATHING. / - w STUD WALL I NEW 2x 4 OR 6'XO.C. p o PANEL SPLICE EDGES SHALL OCCUR F- oo 1'-6" 1'-6" OVER AND BE NAILED TO COMMON D D G O ✓�i !� MIN. MIN. BLOCKING WITHIN THE MIDDLE 24"OF JOISTS JOISTS ABOVE MINIMUM LENGTH o THE PORTAL-LEG HEIGHT ONE ROW o OF PANEL 18 AS OF 3"O.C. NAILING IS REQUIRED IN PER TABLE R602.10.5 EACH PANEL EDGE. A5 SECTION / DETAIL %MINIMUM 8"EXTERIOR SHEATHING MINIMUM 8'EXTERIOR SHEATHING MINIMUM DOUBLE 2x 4,FRAMING S-1 COVERED WITH MIN. THICK BUILDING SECTION SPECIFIED 6"MIN. SHEATHING MIN. SPECIFIED 16"MIN. SHEATHING MIN. NAIL SOLE PLATE TO O.S.B.STRUCTURAL PANEL A5 8d NAILS 6"O.C.ALONG EDGES/ 8d NAILS 6"O.C.ALONG EDGES/ SHEATHING WITH 8d COMMON OR 12"O.0 FIELD 12"O.0 FIELD JOIST PER TABLE R602.3(1) GALVANIZED BOX NAILS AT 3"O.C.IN �-- � WINDOW BRACED WALL LINE "L" A DLSIL�MTYPICALING UDS, BLOCKING, SCALE: 1/4"=1'-0" ATTACH SHEATHING TO BAND OR — _ _ _ — ELEMENTS ABOVE RIM JOIST WITH 8D COMMON NAILS AT 3"O.C.TOP&BOTTOM BRACED WALL LINE "L" FIGURE R602.10.6.4 — GIRDER / HEADER ABOVE METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL OVER RAISED WOOD FLOOR ® POST DOWN FRAME PANEL CONSTRUCTION OVERLAP OPTION INTERCONNECTED COMBINATION —, SD SMOKE AND CARBONMONOXIDE -"CO DETECTORS AS PER R314 OF THE 52'-3"BRACED WALL LINE"N" IRCONYS AND 915 OF THE IFCONYS 8'-71"B.W.P. 6'-01"B.W.P. 10'-51,,B.W.P. 4'-11„B.W.P. 2 6-0 2 8'-0 2 9-0 2 j 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. THE CONTRACTOR SHALL INDEMNIFY&HOLD / O HARMLESS THE OWNER,THE ARCHITECT,AND THEIR AGENTS&EMPLOYEESFROM AND AGAINST i ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE. THE CONTRACTOR SHALL VERIFY ALL FIELD MINIMUM 8" EXTERIOR SHEATHING CONDITIONS AND NOTIFY THE ARCHITECT OF ANY 6" 6" SPECIFIED MIN. SHEATHING MIN. CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE EDGE' AT ALL EDGES C. EDGEAT ALL EDGE8d NAILS @ O.C. BRACED WALL LINE "N" 82"O.0 FIELD C.ALONG EDGES/ RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. ' 23'-31"BRACED WALL LINE"M„ THE ARCHITECT SHALL BE HELD HARMLESS BY ANY _. SCALE: 1/4"=1'-O" 2 AGENCY FOR ANY"ERRORS&OMISSIONS"ON THESE DOCUMENTS. 8d NAILS @ 12"O.C. 3� � 3�� T-5" @ -0 B.W.P. 20 B.W.P. - 8d NAILS 12"O.C. - 1 AT FIELD B.W.P. 2' 4 THE CONTRACTOR AT FIELD - "METHODS&MEANS"S O RESPONSIBLELEY OF CONSTRUCT ON E THE =j — 04-w -� - �— N'w ARCHITECT IS NOT RESPONSIBLE FOR FIELD •� -C�_ f� SUPERVISION. THICK SHEATHING THICK SHEATHING DG- INSTALLED HORIZONTALLY `I l( INSTALLED HORIZONTALLY f 8d NAILS @ 6"O.C. 8d NAILS @ 6"O.C. � / ❑ ,� • � ------- AT ALL EDGES � AT ALL EDGES - -�� 2x SOLID BLOCKING AT ALL SHEATHING SEAMS �FtED AR VC \V__ U� MINIMUM a'EXTERIOR SHEATHING 04 684a SPECIFIED 1s"MIN. SHEATHING MIN. ` F NE 8d NAILS 6"O.C.ALONG EDGES/ 12"O.0 FIELD BRACED WALL PANEL NOTES: ALL CONTINUOUSLY SH AT E2DWOOCDSTR CTURALPANELS L D VERTICAL SHEATHING FOR BRACED WALL LINE " "M OFFICIAL PLANS ARE DULY SIGNED AND HORIZONTAL SHEATHING FOR (PLYWOOD OR SEALED AND BEAR RED-INK SIGNATURE BRACED WALLS DETAIL BLOCKED. USE 8d NAILS-6"O.C.AT SHEATHING EDGES HORIZONTALLY OR VERTICALLY WITH ALL SHEATHING EDGES BRACED WALLS DETAIL SCALE: 1/4"=1'-0" (INCLUDING OPENINGS)AND 12"O.C.AT SHEATHING FIELD. Model Name: Countach SCALE: 112"=1'-0" ALL SHEATHING TO BE ATTACHED FROM TOP OF TOP PLATES SCALE: 1/2„_-1 0 EXTENT OF HEADER WITH TO BOTTOM OF SILL PLATES.ALL WALLS ARE TO BE TEMPORARILY DOUBLE PORTAL FRAMES Proposed New Home for: BRACED UNTIL ALL WALL AND ROOF SHEATHING IS INSTALLED (TWO BRACED WALL PANELS) AND NAILED AS PER ABOVE. 28'-2"BRACED WALL LINE"O" 2'-18'FINISHED WIDTH OF OPENING D ol F R SINGLE OR DOUBLE PORTAL SIMPSON CMSTC16 25"LENGTH COIL � /� Z-41" 2'_11�� STRAPS(4,585#) (MIN. 3,125#AS PER AMOU 1ATT 1 4'-6" B.W.P. 3'-0" B.W.P. 5'-0" B.W.P. 3'-14' — TABLE R602.10.6.4)ON GARAGE SIDE — DEVELOPMENT GROUP FASTEN KING STUD TO HEADER WITH 6- 16d SINKERS floLUMEN AWHITECTURE H MIN. 3x 12 NET HEADER = FASTEN SHEATHING TO HEADER WITH 8d COMMON OR GALVANIZED BOX NAILS IN 3" 2 Windemere Court, 1 / / J GRID PATTERN AS SHOWN. P.O. Box 169, Speonk,NY 11972 is"MIN. O.S.B.WOOD STRUCTURAL Phone: 631-874-2925 0TYPICAL PORTAL PANEL SHEATHING. % ¢ = FRAME CONST. Fax: 631-874-7377 - / o I— co1'-6" 1'-6" PANEL SPLICE EDGES SHALL OCCUR _ adam@delumenarchitecture.com /� Q MIN. MIN. BLOCKING WITHIA COMMONA OVER AND BE TO WITHIN NAILED E MIDDLE 24OF b MINIMUM LENGTH THE PORTAL-LEG HEIGHT ONE ROW #675 Pine Tree Road OF 3"O.C. NAILING N OF PANEL 18"AS EACH PANEL ED EIS REQUIRED IN Cutchogue, New York, 11935 PER TABLE R602.10.5 .•• Town Of Southold MINIMUM DOUBLE 2x 4 FRAMING County of Suffolk COVERED WITH MIN.116 THICK NAIL SOLE PLATE TO O.S.B. STRUCTURAL PANEL Zone: R-40 JOIST PER TABLE R602.3(1) SHEATHING WITH 8d COMMON OR SCTM #: 1000-104-1-6 Non-Conforming MINIMUM 8"EXTERIOR SHEATHING GALVANIZED BOX NAILS AT 3"O.C. SPECIFIED 16"MIN. SHEATHING MIN. IN ALL FRAMING(STUDS, BLOCKING, Second Floor Braced 8d NAILS 6"O.C.ALONG EDGES/ AND SILLS)TYPICAL. 12"O.0 FIELD ATTACH SHEATHING TO BAND OR Wall Diagrams RIM JOIST WITH 8D COMMON NAILS BRACED WALL LINE "O" AT 3"O.C.TOP&BOTTOM SCALE: 1/4"=V-0" BRACED WALL LINE "O" FIGURE R602.10.6.4 Date: November 10, 2025 METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL OVER RAISED WOOD FLOOR Scale: As noted A15 FRAME PANEL CONSTRUCTION OVERLAP OPTION Project No: DA250068 ' FASTENING SCHEDULE- TABLE R602.3(l)-ABBR. TABLE R802.1 1- ABBREVIATED TABLE R802.5.2 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 aAc 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 III- I=11 ( EARTH APPLICABLE, SECTION R602.12.OR SECTION R602.10.4.2 I-1 I-1 I 1=III_ ROOF FRAMING EXPOSURE C RAFTER RAFTER GROUND SNOW LOAD:20 PSF RAFTERS CONTINUOUS SHEATHING METHODS. SEE BRACED WALL ..:4:•'; . 1 BLOCKING BETWEEN CEILING JOISTS 4-8d BOX(2-112„)OR EACH RAFTER,TOE NAIL (MPH)Vult ULTIMTE DESIGN WIND SPEED SLOPE SPACING CALCULATIONS AND DIAGRAMS ATTACHED TO THIS SET OF :, . ,. . POURED CONCRETE OR RAFTERS TO TOP PLATE 3-8d COMMON 12'-0"TO 28'-0"ROOF SPAN DOUBLE TOP ROOF SPAN DRAWINGS. `-�;' ' 'M'' OR 8" CMU BLOCK RAFTER ROOF 140(MPH) PLATE 12FT 1 20FT I 28FT-1 36FT 2 CEILING JOISTS TO TOP PLATE 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 EXISTING STUD WALL 3-8d COMMON SPACING (FEET) <5:12 2-5:12 3:12 16"O.C. 5 8 10 13 TRANSMIT THE APPLICABLE UPLIFT FORCES IN TO REMAIN 5 4:12 16"O.C. 4 8 10 SECTION R802111 FROM THE ROOF ASSEMBLY TO THE 12 263 247 '' 5:12 16"O.C. 3 5 6 8 . . 3 CEILING JOISTS NOT ATTACHED TO 4- 10d BOX(3")OR FACE NAIL 18 342 322 FOUNDATION. EXISTING STUD WALL PARALLEL RAFTER, LAPS OVER PARTITION 3- 16d COMMON (31") 24 422 396 16"O.C. 3 4 5 6 ________ (SEE SECTION R802.5.2 AND TABLE R802.5.2) 4-3"x 0.131"NAILS C 9:12 16"O.C. 3 4 4 5 TO BE REMOVED 16"O.C. 28 529 496 12:12 16"O.C. 3 3 4 4 NEW 2x 4 OR 2x 6 32 529 496 24"MAX. 24"MAX. R802.11.1 UPLIFT RESISTANCE. 4 CEILING JOISTS ATTACHED TO TABLE R802.5.1(9) FACE NAIL 36 583 547 O H. O.H. a.40d box nails shall be permitted to be substituted for 16d common ROOF ASSEMBLIES SHALL HAVE UPLIFT RESISTANCE IN STUD WALL @ 16" O.C. PARALLEL RAFTER-HEIEL JOINT 42 664 622 4WALL STUD nails. ACCORDANCE WITH SECTIONS R802.11.1.1 AND R802.11.1.2. (SEE SECTION R802.5.2 AND TABLE R802.5.2) 48 745 697 WHERE THE UPLIFT FORCE DOES NOT EXCEED 200 POUNDS USE SIMPSON H2A SEISMIC&HURRICANE b.Nailing requirements shall be permitted to be reduced 25 percent if JOISTS TIES AT EACH RAFTER TO STUD CONNECTION nails are clinched. (90.8 KG),RAFTERS AND TRUSSES SPACED NOT MORE THAN ((_D 1b"U.G. JOISTS ABOVE 5 COLLAR TIES OR 14'x 20 GA. RIDGE STRAPS 4- 10d BOX(3")OR FACE NAIL TO EACH RAFTER a.The uplift connection forces are based on a maximum 33-foot mean 24 INCHES(610 MM)ON CENTER SHALL BE PERMITTED TO BE roof height and Wind Exposure Category B or C. For Exposure D,the 18 GAGE-(12)8dx1Z NAILS IN EACH TIE. ATTACHED TO THEIR SUPPORTING WALL ASSEMBLIES IN 3- 10d COMMON (3") g p g ry p UPLIFT: DOUG FIR=575, HEM FIR=495 c.Heel joint connections are not required where the ridge is supported by uplift connection force shall be selected from the Exposure C portion of ( ) a load-bearing wall,header or ridge beam. ACCORDANCE WITH TABLE R602.3(1). 5 SECTION / DETAIL 3- 10d COMMON 2 TOE NAILS ON ONE SIDE& the table using the next highest tabulated ultimate design wind speed. WHERE THE BASIC WIND SPEED DOES NOT EXCEED 115 MPH, A5 The adjustment coefficients in Table R301.2(3)shall not be used to 6 RAFTERS TO TOP PLATE OR 4- 10d BOX 1 TOE NAIL ON OPPOSITE SIDE d.Where intermediate support of the rafter is provided by vertical struts or THE WIND EXPOSURE CATEGORY IS B,THE ROOF PITCH IS multiply the tabulated forces for Exposures C and D or for other mean g 1 5:12 OR GREATER AND THE ROOF SPAN IS 32 FEET 9754 MM OF EACH RAFTER OR TRUSS purlins to a load-bearing wall,the tabulated heel joint connection S-1 BUILDING SECTION roof heights. requirements shall be permitted to be reduced proportionally to the ) A5 4-16d OR RAFTERS reduction in span. OR LESS, RAFTERS AND TRUSSES SPACED NOT MORE THAN 7 ROOF RAFTERS TO 3-10d COMMON TOE NAIL b.The uplift connection forces include an allowance for roof and ceiling 24 INCHES(610 MM) ON CENTER SHALL BE PERMITTED TO BE RIDGE,VALLEY OR HIP assembly dead load of 15 psf. DOUBLE TOP nailing Equivalent e.Eq g ATTACHED TO THEIR SUPPORTING WALL ASSEMBLIES IN 3-16d BOX OR PLATE patterns are required for ceiling joist to ceiling joist ACCORDANCE WITH TABLE R602.3(1). WINDOW 2- 16d COMMON END NAIL c.The tabulated uplift connection forces are limited to a maximum roof lap splices. overhang of 24 inches. 28'-0"TO 48'-0"ROOF SPAN f.Where rafter ties are substituted for ceiling joists,the heel joint R802.11.1.1 TRUSS UPLIFT RESISTANCE. WALL FRAMING connection requirement shall be taken as the tabulated heel joint - - - - - d.The tabulated uplift connection forces shall be permitted to be TRUSSES SHALL BE ATTACHED TO SUPPORTING WALL ELEMENTS ABOVE connection requirement for two-thirds of the actual rafter slope. 8 STUD TO STUD(NOT AT BRACED WALL PANELS 16d COMMON (3-1/2"x0.162") 24"O.C. FACE NAIL multiplied by 0.75 for connections not located within 8 feet of building ;*.' ; ASSEMBLIES BY CONNECTIONS CAPABLE OF RESISTING corners. UPLIFT FORCES AS SPECIFIED ON THE TRUSS DESIGN g.Applies to roof live load of psf or less. DRAWINGS FOR THE ULTIMATE DESIGN WIND SPEED AS - GIRDER / HEADER ABOVE 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 greater pitch,the tabulated ' h.Tabulated heel joint connection requirements assume that ceiling joists DETERMINED BY FIGURE R301.2(4)A AND LISTED IN TABLE 9 INTERSECTING WALL CORNERS AT BRACED r' ( uplift connection forces shall be permitted to be multiplied by 0.70.This or rafter ties are located at the bottom of the attic space.Where ceiling R301.2(1)OR AS SHOWN ON THE CONSTRUCTION In WALL PANELS) reduction shall not be combined with any other reduction in tabulated joists or rafter ties are located higher in the attic,heel joint connection DOCUMENTS. UPLIFT FORCES SHALL BE PERMITTED TO BE POST DOWN forces. 24"MAX. 24"MAX. requiremer is shall be increased by the following factors: DETERMINED AS SPECIFIED BY TABLE R802.11, IF APPLICABLE, 10 BUILT UP HEADER 16d COMMON(3-1/2"x0.162") 16"O.C.FACE NAIL ALONG EDGES O.H. O.H. HC/HR Heel Joint Connection INTERCONNECTED COMBINATION f.For wall-to-wall and wall-to-foundation connections,the uplift connection WALL STUD OR AS DETERMINED BY ACCEPTED ENGINEERING PRACTICE. force shall be permitted to be reduced b 60 If for each full wall above. 1/3 tus rrale� Factor (X%�SD SMOKE AND CARBONMONOXIDE 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-1/2"x0.113")OR TOE NAIL p y p 1/4 1.33 \<-''CO DETECTORS AS PER R314 OF THE 4-8d COMMON USE SIMPSON H10S SEISMIC&HURRICANE 1/5 1.25 R802.11.1.2 RAFTER UPLIFT RESISTANCE. IRCONYS AND 915 OF THE IFCONYS g. Linear interpolation between tabulated roof spans and wind speeds TIES AT EACH RAFTER TO STUD CONNECTION 1/6 1.20 INDIVIDUAL RAFTERS SHALL BE ATTACHED TO SUPPORTING shall be permitted.12 TOP PLATE TO TOP PLf\TE 16d BOX(3-1/2"x0.162") 16"O.C. FACE NAIL 18 GAGE-(24)8dx12'NAILS IN EACH TIE. 1/10 or less 1.11 WALL ASSEMBLIES BY CONNECTIONS CAPABLE OF RESISTING h.The tabulated forces for a 12-inch on-center spacing shall be permitted (UPLIFT: DOUG FIR= 1,010, HEM FIR=870) UPLIFT FORCES AS DETERMINED BY TABLE R802.11 OR AS 13 DOUBLE TOP PLATE SPLICE 8-16d COMMON OR FACE NAIL ON EACH SIDE OF END JOIST(MIN to be used to determine the uplift load in pounds per linear foot. Where: DETERMINED BY ACCEPTED ENGINEERING PRACTICE. 12-16d BOX 24"LAP SPLICE LENGTH EA.SIDE OF END JOINT) HC=Height of ceiling joists or rafter ties measured vertically above the CONNECTIONS FOR BEAMS USED IN A ROOF SYSTEM SHALL top of the rafter support walls. 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 HR=Height of roof ridge measured vertically above the top of the rafter ENGINEERING PRACTICE. CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR JOIST OR BLOCKING(AT BRACED WALL PANELS) 16d BOX(3-1/2") 12"O.C. FACE NAIL MAINTAINING JOB SITE SAFETY DURING THIS PHASE OF WORK&SHALL COMPLY WITH ALL APPLICABLE 15 TOP OR BOTTOM PLATE TO STUD 3- 16d BOX END NAIL FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING 2-16d COMMON R403.1.6 FOUNDATION ANCHORAGE. R403.1.6.1 FOUNDATION ANCHORAGE IN R602.10.8 BRACED WALL PANEL CONNECTIONS. CONTINUOUS RIM BUT NOT LIMITED TO BUILDING CODES, OSHA 16 TOP PLATES, LAPS AT CORNERS 3- 16d BOX FACE NAIL WOOD SILL PLATES AND WOOD WALLS SUPPORTED DIRECTLY BRACED WALL PANELS SHALL BE CONNECTED TO FLOOR FRAMING OR OR BAND JOIST REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS SEISMIC DESIGN CATEGORIES C, D0, D1 AND D2. FULL HEIGHT BLOCKING CONTINUOUS MATERIAL REMOVAL&DISPOSAL. 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. THE FOLLOWING REQUIREMENTS SHALL APPLY TO WOOD THE CONTRACTOR SHALL INDEMNIFY& HOLD 17 1"BRACE TO EACH STUD AND PLATE 3- 16d BOX FACE NAIL LIGHT-FRAME STRUCTURES IN SEISMIC DESIGN CATEGORIES 1.A WHERE JOISTS ARE PERPENDICULAR TO A BRACED WALL PANEL PERPENDICULAR FRAMING HARMLESS THE OWNER,THE ARCHITECT,AND 2-16d COMMON COLD-FORMED STEEL FRAMING SHALL BE ANCHORED DO, D1 AND D2 AND WOOD LIGHT-FRAME TOWNHOUSES IN ABOVE OR BELOW,A RIM JOIST, BAND JOIST OR BLOCKING SHALL THEIR AGENTS&EMPLOYEES FROM AND AGAINST DIRECTLY TO THE FOUNDATION OR FASTENED TO WOOD SILL SEISMIC DESIGN CATEGORY C. BE PROVIDED ALONG THE ENTIRE LENGTH OF THE BRACED WALL PANEL ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES FLOOR FRAMING PLATES IN ACCORDANCE WITH SECTION R505.3.1 OR R603.3.1 IN ACCORDANCE WITH FIGURE R602.10.8(1).FASTENING 8d @ 6"O.C.ALONG 8d @ 6"O.C.ALONG ARISING OUT OF OR RESULTING FROM ANY OF THE AS APPLICABLE.WOOD SILL PLATES SUPPORTING 1. PLATE WASHERS CONFORMING TO SECTION R602.11.1 OF TOP AND BOTTOM WALL PLATES TO FRAMING, RIM JOIST,BAND JOIST BRACED WALL PANEL BRACED WALL PANEL ITEMS LISTED ABOVE. 21 JOIST TO SILL,TOP PLATE OR GIRDER-PER JOIST 4-8d BOX, 3-8d COMMON PER JOIST-TOE NAIL COLD-FRAMED STEEL FRAMING SHALL BE ANCHORED TO THE SHALL BE PROVIDED FOR ALL ANCHOR BOLTS OVER AND/OR 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 VERIFY ALL FIELD 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 CONDITIONS AND NOTIFY THE ARCHITECT OF ANY 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 CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE MONOLITHIC SLABS,WOOD SOLE PLATES OF BRACED WALL PERMITTED FOR ANCHOR BOLTS IN WALL LINES NOT MEMBER SHALL BE PROVIDED DIRECTLY ABOVE AND BELOW THE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. 23 BLOCKING TO JOIST 2-10d BOX,2-8d COMMON EACH END PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS AND CONTAINING BRACED WALL PANELS. BRACED WALL PANEL IN ACCORDANCE WITH FIGURE R602.10.8(2). 3- 16d @ 16"O.C.ALONG 3-16d @ 16"O.C.ALONG ALL WOOD SILL PLATES SHALL BE ANCHORED TO THE WHERE A PARALLEL FRAMING MEMBER CANNOT BE LOCATED DIRECTLY BRACED WALL PANEL BRACED WALL PANEL THE ARCHITECT SHALL BE HELD HARMLESS BY ANY 24 BLOCKING TO SILL OR TOP PLATE 4- 16d BOX, 3- 16d COMMON TOE NAIL FOUNDATION WITH MINIMUM 1/2-INCHDIAMETER 2. INTERIOR BRACED WALL PLATES SHALL HAVE ABOVE AND BELOW THE PANEL, FULL DEPTH BLOCKING AT 16-INCH (406 AGENCY FOR ANY"ERRORS&OMISSIONS"ON (12.7 MM)ANCHOR BOLTS SPACED A MAXIMUM OF 6 FEET ANCHOR BOLTS SPACED AT NOT MORE THAN 6 FEET MM)SPACING SHALL BE PROVIDED BETWEEN THE PARALLEL FRAMING PERPENDICULAR FRAMING L THESE DOCUMENTS. 25 2"PLANKS(PLANK AND BEAM FLOOR AND ROOF) 3-16d COMMON,4-10d BOX AT EACH BEARING-FACE NAIL (1829 MM) ON CENTER OR APPROVED ANCHORS OR (1829 MM)ON CENTER AND LOCATED WITHIN 12 INCHES MEMBERS TO EACH SIDE OF THE BRACED WALL PANEL IN ACCORDANCE (305 MM)OF THE ENDS OF EACH PLATE SECTION WHEN CONTINUOP\_- US RIM FULL HEIGHT BLOCKING CONTINUOUS ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE WITH FIGURE R602.10.8(2). FASTENING OF BLOCKING AND WALL PLATES THE CONTRACTOR IS SOLEY RESPONSIBLE FOR 26 BAND OR RIM JOIST TO JOIST 4- 10d BOX, 3' 16d COMMON PER JOIST EQUIVALENT ANCHORAGE TO 1/2-INCH-DIAMETER(12.7 MM) SUPPORTED ON A CONTINUOUS FOUNDATION SHALL BE IN ACCORDANCE WITH TABLE R602.3(1)AND FIGURE OR BAND JOIST ALONG LENGTH OF BRACED WALL PANEL. "METHODS&MEANS"OF CONSTRUCTION. THE .ANCHOR BOLTS. BOLTS SHALL EXTEND A MINIMUM OF 7 R602.10.8(2). FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION ARCHITECT IS NOT RESPONSIBLE FOR FIELD 27 BUILT UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL TO TOP AND BOTTOM INCHES(178 MM) INTO CONCRETE OR GROUTED CELLS OF 3. INTERIOR BEARING WALL SOLE PLATES SHALL HAVE WHEN PERPENDICULAR TO FLOOR / CEILING FRAMING SUPERVISION. STAGGERED ON OPPOSITE SIDES CONCRETE MASONRY UNITS.THE BOLTS SHALL BE LOCATED ANCHOR BOLTS SPACED AT NOT MORE THAN 6 FEET 3. CONNECTIONS OF BRACED WALL PANELS TO CONCRETE OR MASONRY IN THE MIDDLE THIRD OF THE WIDTH OF THE PLATE.A NUT (1829 MM)ON CENTER AND LOCATED WITHIN 12 INCHES SHALL BE IN ACCORDANCE WITH SECTION R403.1.6. 28 LEDGER STRIP SUPPORTING 4- 16d BOX, 3- 16d COMMON EACH JOIST OR RAFTER, FACE NAIL AND WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. (305 MM)OF THE ENDS OF EACH PLATE SECTION WHEN JOISTS OR RAFTERS THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SUPPORTED ON A CONTINUOUS FOUNDATION. CONTINUOUS RIM CONTINUOUS RIM FULL HEIGHT BLOCKING SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 OR BAND JOIST OR BAND JOIST @ 16"O.C.ALONG 29 BRIDGING OR BLOCKING TO JOIST 2-10d BOX EACH END,TOE NAIL INCHES(305 MM)OR LESS THAN SEVEN BOLT DIAMETERS 4.THE MAXIMUM ANCHOR BOLT SPACING SHALL BE 4 BRACED WALL PANEL FROM EACH END OF THE PLATE SECTION. INTERIOR BEARING FEET(1219 MM)FOR BUILDINGS OVER TWO STORIES IN SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL SHEATHING TO FRAMING WALL SOLE PLATES ON MONOLITHIC SLAB FOUNDATION THAT HEIGHT. TOE NAIL 3-8d NAILS DESCRIPTION OF NUMBER AND TYPE SPACING OF FASTENERS ROOF SHEATHING GABLE ARE NOT PART OF A BRACED WALL PANEL SHALL BE 8d @ 6"O.C.ALONG 8d @ 6"O.C.ALONG AT EACH BLOCKING �ftED AR BUILDING ELEMENTS OF FASTENERS PANEL EDGES INTERMEDIATE END WALL FRAMING POSITIVELY ANCHORED WITH APPROVED FASTENERS. SILL 5. STEPPED CRIPPLE WALLS SHALL CONFORM TO BRACED WALL PANEL BRACED WALL PANEL MEMBER \5� �gTOPHF y/ PLATES AND SOLE PLATES SHALL BE PROTECTED AGAINST SUPPORTS SECTION R602.11.2. BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL �G 30 3/8"TO 1/2" 6d COMMON(SUBFLOOR, 6" 12"F 6" DECAY AND TERMITES WHERE REQUIRED BY SECTIONS R317 AND R318. WALL} 6.WHERE CONTINUOUS WOOD FOUNDATIONS IN r rn * a i z ACCORDANCE WITH SECTION R404.2 ARE USED THE FORCE TRANSFER SHALL HAVE A CAPACITY EQUAL TO 3-8d NAILS AT EACH 8d COMMON (ROOF) EXCEPTIONS: 3-16d @ 16"O.C.ALONG 3-16d @ 16"O.C.ALONG BLOCKING MEMBER 31 I r 19/32"TO 1" 8d COMMON 6" 12"F 6" 1.WALLS 24 INCHES(610 MM)TOTAL LENGTH OR OR GREATER THAN THE CONNECTIONS REQUIRED BY BRACED WALL PANEL BRACED WALL PANEL N SHORTER �- CONNECTING OFFSET BRACED WALL PANELS SECTION R602.11.1 OR THE BRACED WALL PANEL SHALL 04684E O A. ULTIMATE WIND SPEED: 140 MPH. NAILS FOR ATTACHING ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6"Oz SHALL BE ANCHORED TO THE FOUNDATION WITH A y FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TO GABLE END WALL FRAMING MINIMUM OF ONE ANCHOR BOLT LOCATED IN THE BE CONNECTED THE WOOD FOUNDATIONS IN `� CS OF NEB CENTER THIRD OF THE PLATE SECTION AND SHALL BE PANEL-TO-FLOOR FASTENING OR BAND JOIST MEMBER DIRECTLY BELOW EACH SIDE ACCORDANCE WITH THE BRACED WALL CONTINUOUS RIM \ ADDITIONAL FRAMING 2- 16d NAILS EXTERIOR WALL WOOD STRUCTURAL PANELS TO RESIST WIND PRESSURES ATTACHED TO ADJACENT BRACED WALL PANELS AT REQUIREMENTS OF TABLE R602.3(1). BRACED WALL PANEL MINIMUM NAIL MINIMUM WOOD WOOD WALL NAIL SPACING CORNERS AS SHOWN IN ITEM 9 OF TABLE R602.3(1). FULL HEIGHT BLOCKING NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL STUD 2. CONNECTION OF WALLS 12 INCHES(305 MM)TOTAL FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION @ 16"O.C.ALONG OFFICIAL PLANS ARE DULY SIGNED AND PANEL SPAN RATING PANEL THICKNESS SPACING EDGES FIELD LENGTH OR SHORTER CONNECTING OFFSET BRACED WHEN PARALLEL TO FLOOR/CEILING FRAMING BRACED WALL PANEL SEALED AND BEAR RED-INK SIGNATURE 8d COMMON NAIL 1.75 INCH 24/16 1/2" 16"O.C. 6" 12" WALL PANELS TO THE FOUNDATION WITHOUT ANCHOR (2-1/2"x 0.131") BOLTS SHALL BE PERMITTED.THE WALL SHALL BE 5/8"DIA.x 12"LONG ANCHOR Model Name: Countach ATTACHED TO ADJACENT BRACED WALL PANELS AT BOLTS @ 4'-0"O.C.MAX.AS PER INTERIOR GYPSUM WALL BOARD CORNERS AS SHOWN IN ITEM 9 OF TABLE R602.3(1). SECTION R403.1.6. BELOW,WOOD STRUCTURAL PANEL Proposed New Home for: GYPSUM BOARD APPLICATION GYPSUM BOARD FRAMING SPACING OF FASTENERS SIZE OF NAILS TO R602.10.8.2 CONNECTIONS TO ROOF SHEATHING EXTENDING ABOVE THE TOP THICKNESS ORIENTATION MEMBERS WOOD FRAMING 3"x 3"x 3ga BEARING PLATE FRAMING. PLATE AS SHOWN IN FIGURE R602.10.8.2(3) TO FRAMING SPACING NAILS SCREWS MIN. CLEARANCE (SIMPSON BPS5/8-3) TOP PLATES OF EXTERIOR BRACED WALL PANELS SHALL SHALL BE PERMITTED TO BE FASTENED TO :D3 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" 1 5d COOLER NAILS ARAMOUT'N'TPER SECTIONS ACCORDANCE WITH TABLE R602.3(1)AND THIS SECTION. (21/2 INCHES x 0.131 INCH)AND BLOCKING R404.1.6 AND /,8„4"MIN MAX WHERE REQUIRED BY THIS SECTION, BLOCKING BETWEEN BETWEEN THE TRUSSES SHALL NOT BE REQUIRED. WALL EITHER DIRECTION 16"O.C. 8" 166" R317.1 #3. 2-2x 6 SILL PLATES WITH RAFTERS OR ROOF TRUSSES SHALL BE ATTACHED TO LOPMENT GROUP 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 floLUMEN AWHITECTURE WALL EITHER DIRECTION 16"O.C. 8" 16" _z < ° SILL SEAL AND TERMITE AND ROOF TRUSSES IN ACCORDANCE WITH TABLE THE DISTANCE FROM THE TOP OF THE BRACED WALL PANEL RAFTERS ATTACHED TO TOP FINISHED SHIELD. 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 @ 6"O.C. TYPE"X"AT 1-718"LONG 6d COATED GRADE ROOF TRUSS PARALLEL TO THE BRACED WALL PANELS INCHES(387 MM)OR LESS, BLOCKING BETWEEN RAFTERS ALONG LENGTH OF BRACED 2 Windemere Court GARAGE CI-G. PERPENDICULAR 16"O.C. 6" 6" NAILS OR EQUIVALENT CONCRETE STEM WALL SHALL BE PERMITTED TO REPLACE THE BLOCKING OR ROOF TRUSSES SHALL BE PROVIDED ABOVE THE WALL PANEL< ' 5/8" BENEATH DRYWALL SCREWS. 8 THICKNESS PER SECTION REQUIRED BY THIS SECTION. BLOCKING SHALL NOT BE BRACED WALL PANEL IN ACCORDANCE WITH FIGURE z P.O. Box 169, Speonk,NY 11972 HABITABLE SCREWS SHALL COMPLY MIN. DEPTH PER SECTION MIN. , R404.1.4.2 REQUIRED OVER OPENINGS IN CONTINUOUSLY SHEATHED R602.10.8.2(1). 2 a Phone: 631-874-2925 ROOMS WITH IRC SECT. R702.3.5.1 R403.1.4 OR GREATER FOR BRACED WALL LINES. IN ADDITION TO THE REQUIREMENTS N Fax: 631-874-7377 FROST PROTECTION PER Z e OF THIS SECTION, LATERAL SUPPORT SHALL BE 3.WHERE THE DISTANCE FROM THE TOP OF THE BRACED adam@delumenarchitecture.com SECTION R403.1.4.1 PROVIDED FOR RAFTERS AND CEILING JOISTS IN WALL PANEL TO THE TOP OF RAFTERS OR ROOF TRUSSES -- o ACCORDANCE WITH SECTION R802.8 AND FOR TRUSSES IN EXCEEDS 15' INCHES 387 MM THE TOP PLATES OF THE 4 ` ) #675 Pine Tree Road ih ACCORDANCE WITH SECTION R802.10.3. ROOF BRACED WALL PANEL SHALL BE CONNECTED TO e VENTILATION SHALL BE PROVIDED IN ACCORDANCE WITH PERPENDICULAR RAFTERS OR ROOF TRUSSES ABOVE IN � ° SECTION R806.1. ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING N Cutchogue, New York, 1193 5 CONTINUOUS LOAD PATH FOR c0 Z 1. FOR SEISMIC DESIGN CATEGORIES A, B AND C METHODS: '�' Town of Southold � WHERE THE DISTANCE FROM THE TOP OF THE BRACED WALL PANEL TO THE TOP OF THE RAFTERS OR ROOF 3.1. SOFFIT BLOCKING PANELS CONSTRUCTED IN County of Suffolk 2x 4 KEYWAY IN CONCRETE TRUSSES ABOVE IS 9114 INCHES(235 MM)OR LESS, ACCORDANCE WITH FIGURE R602.10.8.2(2). FIGURE R602.10.8.2(1) WALL BRACING DETAILS N O T E S 16"MIN FOOTING PLACED PRIOR TO BLOCKING BETWEEN RAFTERS OR ROOF TRUSSES SHALL Zone: R-40 STEM WALL INSTALLATION NOT BE REQUIRED.WHERE THE DISTANCE FROM THE TOP 3.2.VERTICAL BLOCKING PANELS CONSTRUCTED IN BRACED WALL PANEL CONNECTION SCTM #: 1000-104-1-6 Non-Conforming THE BASEMENT OR CRAWL SPACE ALT:#4 REBAR @ 48"O.C. OF THE BRACED WALL PANEL TO THE TOP OF THE ACCORDANCE WITH FIGURE R602.10.8.2(3). TO PERPENDICULAR RAFTERS 14 MIN INTO STEM WALL. RAFTERS OR ROOF TRUSSES ABOVE IS BETWEEN 91/4 Load Path Diagrams AS PER 2020 RESIDENTIAL CODE CONCRETE STEM WALL AND INCHES(235 MM)AND 151/4 INCHES(387 MM), BLOCKING 3.3. BLOCKING PANELS PROVIDED BY THE ROOF TRUSS SPREAD FOOTING FOR BRACED BETWEEN RAFTERS OR ROOF TRUSSES SHALL BE MANUFACTURER AND DESIGNED IN ACCORDANCE WALL PANELS. PROVIDED ABOVE THE BRACED WALL PANEL IN WITH SECTION R802. for Wall l Braced Walls OF NEW YORK STATE ACCORDANCE WITH FIGURE R602.10.8.2(1). 3.4. BLOCKING, BLOCKING PANELS OR OTHER Date: November 10 2025 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 A16 THE OUTSIDE FACE OF THE WALL STUDS ENGINEERING PRACTICE. Scale: As noted Project No: DA250068 AT,C 41 EjH pj. Pi"c C% ATT1, ET •17:z a:l- NT�, I CI il-INS I-v— _t`.-Elk_EE__ yf• 7 IN Flz:p� D117 /* wr i,i> FJ.Lle"--i� Aj� /15 A.-T� 4TW ATK" FA!ACC 17 7-.F. CI C C E 5 S r,,;'`1E L U I C �!E F__-R!!,!E-ER SCREIN-S Lt SPACE 'D:7 10 N1 E D PA E 04 7, X LIVING SPACE ABOVE LIVING SPACE ABOVE ATTIC ACCESS PANEL .1i'l 17 1. UNCONDITIONED SPACE CONDITIONED SPACE ....... SCALE: NTS SCALE: NTS SCALE: NTS L. EK-TER"T *'F' L W 7'1 ATTIC EAVE BAFFLE SCALE: NTS F_ A 17 1CC /5 F .!M 'I 70� XTT--,i,, 1! �'_Il T Ir PLY,Q0,I&S-0 SH r rp T-- sp, 70 7.0 ML J . ... ... .. .. ... ...... .. . ... ..... ... ... . ... ... .......... 7:Z"r 7F.cr 71- 2x L T;i 7 r: ... ... .. ... ... . .........: "fill It f"F -------- X Z. CF z t.7 T,J[7117 D!11LONG PAP',P L=:� 7- F.V0,A T 0,`OTER r Il 7 1. Lil- 7'- E,- -kV T1_11111`"`.#1 -e 1� 71-1 3 L 3 r] L PULL DOWN 1, p 7. . I . Ii: ; LI ZE, ATTIC STAIR , SCALE: NTS SECOND FLOOR DETAIL E SCALE: NTS SECTION THRU PORCH ROOF. SECTION THRU KNEE WALL ALT: SECTION THRU KNEE WALL SCALE: NTS SCALE: NTS SCALE: NTS FIRST FLOOR DETAIL SCALE: NITS 'OUS E COWN, -EA",OF S:_1'4iLP,7 :"Cp. SE C,III T,*,J*j! I'Ci F COITINUMIS BEAD OF A.D�FSI►VE 21fr N, MEL LI F_K4!'I5 PW P7F C._!j,0T CG1Tr11%1.j10US SEA'. I'F U SEALANT % 4�_ 'Ec,olq n FRO"'H IIJ-C 7 L AF Y all 16 'ki"! P-P-OT10"t- IT t, -- I ml 3 -.ill I f. , -4 V 11L k r K US Nc P, I . E F L!, Th r. %) PROFESSIONAL JUDGMENT, SUCH PLANS OR AS F.,�q s TO THE BEST OF MY KNOWLEDGE, BELIEF AND SPECIFICATIONS ARE IN COMPLIANCE WITH V ;!01�_j AT ATT:, SLry� THE ENERGY CODE. I NEARBY CERTIFY THAT THE P��L P-i PROPOSED THERMAL ENVELOPE FOR THIS PROJECT WAS DESIGNED BY MYSELF OR UNDER MY DIRECTION. L �11 r R 1U.11 E 7 7 -7— COITI%UOUS BEAD 111IJ E P.i F, SIGNATURE SEAL: 0 F SE-' IN�T 711,1' iC C %7 L Ll JU Az :%C IT-1 T 1'�'U 0 U S 5 EA r) LIZ -—————————————- C 1:S c' T Pc R DAP \(b ISICIPH RiJI E:R;:0P GYP T,1 VvALU9-0AR'-%D SECTION THRU CABINET SOFFIT <C_1 AS BARRIER SECTION THRU SKYLIGHT WITH SECOND FLOOR ABOVE SCALE: NTS SCALE: NTS SECTION THRU CABINET SOFFIT WITH ATTIC ABOVE 04684B RIM JOI,0T (BOX BEAM) DETAIL SECTION THRU SLAB SCALE: NTS CS OF NE SCALE: NTS SCALE: NTS 77 OFFICIAL PLANS ARE DULY SIGNED AND SEALED AND BEAR RED-INK SIGNATURE , � _�_ floLUMEN ARCHITECTURE L BRANCH LINE 2 Windemere Court, TAKE-OFFS AND JOINTS Box peo Phone: 631-874-2925 Fax: 631-874-7377 R T ERSE JOINTS g. S AND DRIVE CLEAT adam@delume narchitecture.com INTS) IN TRUNKS AND ALL'"JOINTS ON PLENUM 2) Air S�` :� ealing Details - LOCATIONS OF AIR SEALING DUCT SEALING DETAILS Date: May 12, 2020 `-�ATT\: \ SCALE: NTS SCALE: NTS Scale: As noted TABLE ( I N t "Ii ,C��1;1E'i'►'.�:LLS AIR BARRIER AND NSULAT ON1INSTALLATION r I r r T✓EL::r,- .,.:�' !? , F I COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA ! T`'_- �' GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A E�Fp OF P I IKE _ 4`" '� INSTALLED IN THE BUILDING ENVELOPE. SEALING MATERIAL. • ! ; ^ ! rr , _ , , EXTERIOR THERMAL ENVELOPE CONTAINS 't rl"J A CONTINUOUS AIR BARRIER. BREAKS OR �- ra. t ?'� JOINTS IN THE AIR BARRIER SHALL BE I �Y I —._ al_�`i I il'r�}�I„}�:u4�L" • I ' '� / �j +`!' 'i �} SEALED. rl re,I.rNT 1't I � I � r CIJ�`TNUCUS FPO CEILING/ATTIC THE AIR BARRIER IN ANY DROPPED THE INSULATION IN ANY DROPPED CEILING/SOFFIT SHALL BE ,_ y_ WITH ALIGNED WITH THE AIR BARRIER. f , -;;r;72,M __F'''- _ THE IN PS IN THE AIR / FFIT SHALL BE ALIGNED INSULATION AND ANY GA • 4, BARRIER SHALL BE SEALED. _ _ _ " _ t ACCESS OPENINGS, DROP DOWN STAIR OR KNEE WALL DOORS TO UNCONDITIONED -! I -- ---- " - ATTIC SPACES SHALL BE SEALED. '_= ! ="-- .•k'1' ''1 I`'�' THE JUNCTION OF THE FOUNDATION AND CAVITIES WITHIN CORNERS AND HEADERS OF FRAME LAI Dt t E_l;'..F;, ja WALLS i - - '-=-`'' _ SILL PLATE SHALL BE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILLING `+'''T°''I`` '`—•E! I IP I SUL. E ' LL THE JUNCTION OF THE TOP PLATE AND TOP THE CAVITY WITH A MATERIAL HAVING A THERMAL E�TtPr � , ` ' �' G�'r'r, OF EXTERIOR WALLS SHALL BE SEALED. RESISTANCE OF R-3 PER INCH MINIMUM. KNEE WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR i ', �,rrr.'•I.taS' 'ii 1 I ' WALLS SHALL BE INSTALLED IN SUBSTANTIAL • � PLAN O F INTERIOR PIPE / CONTACT AND CONTINUOUS ALIGNMENT WITH THE AIR 1. ,• - ,_ I BARRIER I nr�* aIY WINDOWS SKYLIGHTS THE SPACE BETWEEN WINDOW/DOOR ia_„�_'{ CHIMNEY ENCLOSURE ' 1 ' - _ I I:' I y-�• f SCALE: NTS AND DOORS JAMBS AND FRAMING AND SKYLIGHTS AND I MIN :'�+•":" HALL BE SEALED -i_7 It':+; �— _— ! - RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR RIM JOISTS SHALL BE INSULATED. BARRIER. FLOORS(INCLUDING ABOVE- THE AIR BARRIER SHALL BE INSTALLED AT FLOOR FRAMING CAVITY INSULATION SHALL BE , G,��,;S4;7r,4• ` . � GARAGE AND CANTILEVERED 1 ' ' ' f '► ^::4'"'T�"�( D��CF ---- — - ANY EXPOSED EDGE OF INSULATION. INSTALLED TO MAINTAIN PERMANENT CONTACT WITH FLOORS) THE UNDERSIDE OF THE SUBFLOOR DECKING, OR SECTION THRU TUB r7lf' y E" FLOOR FRAMING CAVITY INSULATION SHALL BE k r a • I�H t'+n SCALE: NTS f�' '''''��`�'! -� ""�'-I 1`^*-'`I`'``••� r�N �'IY� - PERMITTED TO BE IN CONTACT WITH THE TOP SIDE OF (, r •r "`'' •!' A SECTION THRU INTERIOR A,1 E'17ER110R 'r'LLPIR 0R SHEATHING, OR CONTINUOUS INSULATION INSTALLED .,r, t_x•r•: , � ON THE UNDERSIDE OF FLOOR FRAMING AND EXTENDS ,._.. T•V I�'Y�t�"tl��lr'�=.LLASS�r7"�:�t r FIREPLACE ENCLOSURE - - - FROM THE BOTTOM TO THE TOP OF ALL PERIMETER - i i FLOOR FRAMING MEMBERS. SCALE: NTS ' CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL WHERE PROVIDED, INSTEAD OF FLOOR INSULATION, SECTION THRU CANTILEVERED ") i SPACES SHALL BE COVERED WITH A CLASS I INSULATION SHALL BE PERMANENTLY ATTACHED TO ' I VAPOR RETARDER WITH OVERLAPPING THE CRAWLSPACE WALLS. I FIREPLACE ENCLOSURE �rY�FP►I�-� F �� JOINTS TAPED. s`t�,LL �—` _ SHAFTS, PENETRATIONS DUCT SHAFTS, UTILITY PENETRATIONS,AND SCALE: NTS I + FLUE SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL BE SEALED. i (F7Tr„f�•„� p;;l I - - NARROW CAVITIES BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT, OR NARROW CAVITIES SHALL BE FILLED BY INSULATION ' THAT ON INSTALLATION READILY CONFORMS TO THE AVAILABLE CAVITY SPACE. ~ _ _-, - ._- . , . _. I I I ! I GARAGE SEPARATION AIR SEALING SHALL E PROVIDED BETW EEN I �• 1 -r , THE GARAGE AND CONDITIONED SPACES Lµ�jt �.Jr E �, �,�r„,G-,t Iai-D ,. ,,,� ,,r RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED IN RECESSED LIGHT FIXTURES INSTALLED IN THE INSULKIr.E TER C'II I'jr..► THE BUILDING THERMAL ENVELOPE SHALL BUILDING THERMAL ENVELOPE SHALL BE AIR TIGHT �~•�111=� `_'i!�.:.r,VT � � '' �!ii�=:ii,=. :� � It7•�~.�. ,,;� I�._,.::� j ` PR'�'r`•�E 'ilcl=3?RS!1E�.sM',� BE SEALED TO THE DRYWALL. AND IC RATED. 0. �-_= +r�� _(4' _ VERTICAL SECTION THRU CHASE BATT( � .,, _.. ,,,.,d, ,Z.�,.r=,� r, •—_,____. j PLUMBING AND WIRING SCALE: NTS AROUIND WRING AND PLUMBING INEXTERIOR IWALLS, OR INSULATION THAT ON INSTALLATION READILY ' CONFORMS TO AVAILABLE SPACE SHALL EXTEND BEHIND PIPING AND WIRING. _ `. -' r.--p1 r 'y^,n r•_!;- t r ^ " „_.._._,....__._.I~-§¢^+r-h ^r '� •, _` t 1 + s 1 , 3 —-i; ,1 d T[t.).• . s „_/'T, i'a 1=#. - :', —_ SHOWER/TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS 1 r rh.h>- _ `d ILI: 1.`' It:;l,}L`,ILII 'R;rI L I_;,'( sd - EXTERIOR WALL WALLS ADJACENT TO SHOWERS AND TUBS SHALL BE INSULATED. I '" T �` fi•-T SHALL SEPARATE THEM FROM THE �,'ll_�; ►'• r IQ•'"AA,3ec.Y'Tr-11'•, i µ^i^r(�C, I�i,a,ru�.^ , { y [ }rr — t [.y 1LIj ti_—.;. £.•" ,,.,I L LC vl�� . ° { '•c :''i '�I ",�Y,��'^r Ia i I I` (tl. ,{{ C,(I?(,';:•; ' . SHOWERS AND TUBS. �' .• " y' # '�'.�"'yFj „ ;jj,Vyf I fi• �'It �j ELECTRICALIPHONE BOX THE AIR BARRIER SHALL BE INSTALLED VERTICAL SECTION THRU TUB CHASE _ ON EXTERIOR WALLS SCALE: NTS 'v,,:� � W BEHIND ELECTRICAL OR COMMUNICATION ~' _ BOXES OR AIR SEALED BOXES SHALL BE INSTALLED. �•4' HVAC REGISTER BOOTS THAT PENETRATE _ TLC,`_`1R 1 4ri'.t,G• I ,y, - --r FL�:I�! 1= :LIE ;``; y „! HVAC REGISTER BOOTS BUILDING THERMAL ENVELOPE SHALL BE i p r - SEALED TO THE SUBFLOOR OR DRYWALL. n - , IS E/'•, >, -- _ _----___, .___._. .._..__..._.....--..._.__l^ter„ ..._+_`.m- `_...^� �_. ...�,__ .._ .... - - WHEN REQUIRED TO BE SEALED, SIF CONCEALED SPRINKLERS CONCEALED FIRE SPRINKLERS SHALL ONLY BE SEALED IN A MANNER THAT IS RECOMMENDED BY THE MANUFACTURER. a • [� - - CAULKING OR OTHER ADHESIVE SEALANTS . , ',k'L� r,'.,�''f ice. ,,..; �,_ `�.. .• .- - -- (a. ►Ia,TFG, ?.! �'', SHALL NOT BE USED TO FILL VOIDS TO THE BEST OF MY KNOWLEDGE, BELIEF AND BETWEEN FIRE SPRINKLER COVER PLATES \_ `t• DC! ` , �, ., PROFESSIONAL JUDGMENT, SUCH PLANS OR I'd' - - AND WALLS OR CEILINGS. SPECIFICATIONS ARE IN COMPLIANCE WITH -._ t 1t4 •t SECTION THRU BUILT IN BENCH _ - _ _ _ — '`" �''� It DUCT t "•cr'-•t.C.`d'', • AL1 ``-�L/'1I _ THE ENERGY CODE. i NEARBY CERTIFY THAT THE ti a+ v-;��-fti »°` A. IN ADDITION, INSPECTION OF LOG WALLS SHALL PROPOSED THERMAL ENVELOPE FOR THIS PROJECT SHAFT SCALE: NTS SECTION THRU SHOWER SCALE: NTS BE IN ACCORDANCE WITH THE PROVISIONS OF ICC-400. WAS DESIGNED BY MYSELF OR UNDER MY DIRECTION. � � - __- _ �:�'-':IIJ-:�Lt,=� SCALE: NTS 1 t SFCTI'"1!d THRLI S I''',IW AY SEMIG�J I PF.' ; Vi!U. SIGNATURE/SEAL: STAIRWAY WITH UNCONDITIONED M,4 !tl�r RE: S PACE B E LOW 'R o ELECT PH R - /' --- SCALE: NTS _ �� r, °�G�C A TOP FLF1 PLUk`E;'wO PE _�_ -, �.. 1 �,: _ - _ �_ IrF. N ; ,��'_� � �� PFT 'FL IINT F, „I„ !;'t --- 4;tl.�r';�,t,`— ' -! 046 b OQ- i• r�,1 t,. 1 ,1 ,, _ -_ _ _ - •4� { /t ^a r T AT�, IFi:,�i.h Tllrtl`, _ _ ,'�CMt,•:1�' .. � ` Ex� VNIDING F��A 1 SE�;'_M`'J I ' ��%''~ r+"_► , `` - � OF NEB t t. r0,Tlt:l1• err r . T� PLATE I. _ ._.. '�,'LCi-D FR-',ti:FLQ0,'a uF`i TaY EXF,�'ll-D"'G FOh"il ALL STUD I --___ =, I I 4T-•.'t►,T ; i y r SEALANT �' I,'. -.71 Yti {�- -__�.._. _ =-V OFFICIAL PLANS ARE DULY SIGNED AND 11I1 I SEALED AND BEAR RED-INK SIGNATURE WALL ST� F io+','J F.0 4 Iw I Ea F _ 1 ,• ,",�- —_— -f n ..,:..� it � r,��.TirC�4r�/1„ l r`•r,tal- floLUMEN ARMITMIRE .I^�I IC r. .,d": . .,,.1. .., .,1..•:T t T f. ,E. 1(F E t•tt 711,1ilt'aLICrJS �'E!'. I I�r �./. 1+•t,' - r.T R":I?'1+',r1.�--;rr,; 1 I ti 2 Windemere Court, —_F F'r►'. :1 �Esl , ,S. _- w�:'�� }4 (t5 y P.O. Box 169 Speonk NY 11972 .__.UN.....-....�.__..� ___... - _._ _ ___._._.__.__- _-. _. -_ __ --_-. ._,- 'F[r.�,i II I It:;T'I't" FIt.TI,�"� "' '-= '- � -` '.9- E OF;.0 A.ti Phone: 631-874-2925 Fax: 631-874-7377 ` Loi-jN'1L" _Ia PAI adam@delumenarchitecture.com PIPE PENETRATIONS. WIREPRE BUILT RECESSED LIGHT - c��_h�r�'T Air SealingDetails PENETRATIONS 4-v SCALE: NTS SCALE: NTS SCALE: NTS SECTION THRU PLUMBING SOFFIT SECTION THRU DROPPED SOFFIT WITH SECOND FLOOR ABOVE WITH SECOND FLOOR ABOVE Date: May 12, 2020 SCALE: NTS SCALE: NTS Scale: As noted I THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING JOISTDETAILS Plate nail-16d(0.135"x 31s") Load bearing or braced/shear wall 11Z'round holes may be above(must stack over wall below) Load bearing or braced/shear wall above cut anywhere in web 1 Plate nail, 16d(0.135 x 31z� at 12"on-center + ® 9 Plate nail, 16d(0.135' x 3/2') When sheathing thickness exceeds 7/s", 2x stud wall at Floor anel nail- Blocking panel:1,e"TJ Rim Board, (must stack over wall below when present) v, s ALLOWABLE HOLES - TJ 1® Joists outside of hatched zone if at 16"on-center at 16"on-center - P ,, 1,�"or 11z"TimberStrand"LSL or No load bearing _ they are located 3"away Blocking panel: trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2"?)at 6"on-center •. . - horizontally V8"TJ"Rim Board, 11;1"or Web stiffener 1, TJ1 olst. wall above Blocking anel , Min.distance from Table A Min.distance from Table B Plate nail-16d(0.135"x 3 2') 9 P (edge-to-edge)from a 11j2'TimberStrand"LSL or required on both • Web stiffeners required on 2x4 minimum Web stiffeners 11a"TJ"Rim Board, DO NOT / larger hole. at 16"on center both sides at A3.4W ONLY + TJI"joist sides at A2W ONLY \, Sheathing / squash blocks required each side 11/'or 1/2'TimberStrand LSL cut or notch Han-e. 4 Floor panel nail- \ \1 8d(0.131"x 21'z°)at 6"on-center" boundary nails, \ at B3W ONLY or TJI®joist 1 , 1 „ i 8d(0.131 x2z) 1.a"or1 z at 4"on-center ' TimberStrand® �,\ -- 1is" / Web stiffeners 6" ' �°° O 6" Rim to-joist �\ Web Stiffeners required ❑ O \ each side at A3_W \ LSL rim board. B1 61 W O i I required on both - - --- __ / nail 1 Toe nail-10d(0.131" O O I{ � sides Of both joist 1 6" L, 2 x D_, D, Closely grouped round L2 2 x L2 Dz 6" 6" Toenail, O Toe nail, 11a"TJ"Rim Board, When sheathin �l holes are rmitted if g x 3" at 6"on-center ends at B4W ONLY No Held cut minimum minimum No veld can Do not cut 10d 0.131'x 3" 10d 0.131 x 3" ) -- ( ) ( ) (A3.1/A3.1 W only) thickness exceeds 7/8', 12" at 6"on-center / at i�'on-center 114'or 1%"TimberStrand®LSL. trim sheathing tongue min. Web stiffeners required DO NOT notch to (applies to all holes the group perimeter End of joists at holes in �" holes larger 1 hatched meets requirements for hatched 1,- on both sides at 61 W O centerline cut holes in cantilever zones except knockouts) � than f s in round or square holes. zones cantilever TJI®rim joist at rim board and B2W ONLY 1� reinforcement. q Web stiffener Toe nail-10d(0.131"x 3") of support required on both Must have 134"minimum Install proper blocking to Blocking panels may be required Table A - End Support at 6"on-center P Pe 9 9 P Y q sides at A1W ONLY joist bearing at ends.Attach �c support all panel edges B2 B2 Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face_of nearest end support O O O C walls above or below—see detail 61 B4 B4W ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE A1W' (A2 * j g A3 A3.1 A3.2 A3.3 P g rim joist perA3 detail. below—see detail 61 A3.4�c JOIST TJI* For additional installation specifications see Rim Board Details and Installation in A3W' A3.1 A3.2 A3.3 'For additional installation specifications see Rim Board A3.4 4 DEPTH T' T' 4" 5'• 161z" 7" 8'6" 11" 13' T' 3" 4" 5" 61s" 7• fir-y 1t" 13" \ N► Nail through 2x-cantilever,wood backer and 110 r-0" r-6~ r-0" T-0" 5'-0" r-0" r-6" 2-6" T-6" 4'-6" Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. \ \W W W Details and Installation in Weyerhaeuser Installation Guide 118"TJ"Rim Board or 11a'or 11/2"TimberStrand" Blockin TJI®joist web with 2 rows 10d(0.148"x 3") -- for Floor and Roof Framing,TJ-9001. g 91P 210 r-o" r-6^ r-6- 3'-0" 5'-6" r-0" 2'-0• 2_6' 4'-0- 6-0- for LSL.Nail with 10d 0.131"x 3" nails,one each at nails at 6"on-center,clinched. -.- --- ( ) panel 230 1'-6" 2'-0" 2'-6" 3'-6" 5'-6" 1'-0" 2'-0" 3'-0" 4'-s" 5'-0" top and bottom flange. Nail to blocking panel with Use 16d(0.135"x 312"')nails with 312'TJI" 360 r-6" 2'-0" 3'-0" 4'-0" 6'-0" r-6" 2'-6" T-6" 5'-0" 6-6" f connections equivalent to floor panel schedule. joist flange widths. 560 r-6" 7-6" T-6" 5'-0" T-0° _ 2'-0" T-0" 4'-0" 5'-6" s'-o" 6'-0"length of TJI"joist 8"diameter maximum hole for 11�8'- ,- ® 1 �,, ® Ito r-o•' r-0" r-6" r-o" 2'-6" 3'-0' s-6" __ r-o" r_s"_ 2_0" z-6" a'-6" 5'-0" 6_0" reinforcement and filler 16"deep blocking panels;6"diameter 1 s' TJ Rim Board 1 a"or 1,z TimberStrand 270 1'-0" 1'-6" 2'-0" 2'-0" 3'-0" 3'-6" 6'-0" 1'-0" 1'-6" 2'-6" 3'-0" 5'-0" 5'-6" 6'-6" _ 4'-0"length of 7 block.Use 4'-0"length maximum for blocking panels 912' LSL.Nail with 10d(0.131"x W)nails, joist 11r,8• 230 r-0_ r-6" r-o" 2-s" 3-0" 3 s" s'-s� r-0 z'-off _2-s s-s" s'js" 5'-s" T-o" 9 8"diameter maximum hole for 11,8 - g Attach reinforcement to of 34"reinforcement 16"deep blocking panels;6"diameter with 912"and 11?' TJI" deep or shorter than 12"long. one each at top and bottom flange. with one 8d(0.131"x 212') O �� 360 1'-6" 2'-0" T-0" 3'-6" V-6" 5'-0" 7'-0" 1'-6" 2'-6" T-6" V-6" 6'-6" 6'-6• 7-6" 8' diameter maximum hole for on one side at E2, 1i' joists. Do not cut flanges. Attach reinforcement to Joist nail at each corner % F1 applies to 560 r-s" r-s• 3_0„ 4'-0" 5•-6" s'-W s'-0" 7-6„ T-s" 4'-6" F-s" T-0• T-6" e'-0- 7 maximum for blocking panels 9 z' 1 + 110 -r_o" 1•_0" I-V r-o" r-s^ r-o• 3-0• 5 6• r-o" r-o" r-s" r o" 3-s" a'-o" s o^ s'-o" Web stiffeners 11!a"-16"deep blocking panels; both sides at E3 with one 8d(0.131"x 2 2') �,•, uniform/ -— - - deep or shorter than 12"long. Horizontal blocking Y 24 r-o" r-0" r-0• r-s" r-o" r-s" T-6" 6'-0" r-o" r-o" r-0" r--6" 4'-0" 4'-6" 6'-6^ 8'-6" ® y , , nail at each comer — - - Load from above required on both 6"diameter maximum for Do not cut flanges. 1�s"TJ Rim Board 1 a"or 1,2' panels between each / loaded joists 1a" 230___r-(r _r-0" r-o" r-6" r-6" r-s" 4'-0" T-o" r-o" r-0" z'-o" 3'-0" 4'-(r 6-0" r-o" 9'-0" sides at E1W ONLY blocking panels 9 2'deep or TimberStrand"LSL. Nail with joist. Nail to top plate with only. 36l) _r-o" r-0" r-s• z_6• 3'-s" 4'_-0' 5-s" e'-0" r-o" r-s" 2'-6" a•-0" 6'-0" 6'-6" a'-0" s'-6" shorter than 12"long. ( ') 12' length of/4' /. connections equivalent to Wood �v� 10 ti „ i 10d 0.131' x 3' nails,one ' g 3 q AA 560 1'-0" 1'-0" 2'-0" 3'-0" 4'-6" 4'-0" 5'-0" T-0" T-6" 9'-0" 19'-0" Do not cut flanges. lie'TX'Rim Board or 114"or 11/2" > each at top and bottom flange. Zreinforcement on \ floor panel schedule. backer a �e� "o 1 r-0" r-o- r-o• r-o• r-o" rT.-64 o" z'o" 3'-0^ 5-0" r-o" r-o" i'o" ,'-s" 3'0" 3'-0" 5'-s^ T-6" 1a-0" O \. TimberStrand"LSL. Nail with 10d = one side at E5, e as° 210 r-0"_ r-0- v-o" r-o• r-o" " 3-s• s-o" r-o" r-0" r-o• 2'-0~ 3'0" T-6" s•-6" e'-0" 1r-0" \ 12"length of 34 �� e� Boa is 23o r-0- r-o" r-0^ r-o^ ,'-s" ^ g'-o" T-0" r-o^ r-0" r-0" r-o• 3's" 4'0" 7'0" _s•-0- t r-0- \ (0.131"x T)nails,one each at Attach reinforcement to both sides at E6 / �ti e� �k�` -felnfOrCement On one side i� O60 r_0- r_0" 1'-0" 1-0" z'-s^ " 6_6" s'-o^ r-o" r-o" r-6" 3-0" 5-0" 5'-6• 9-0~ to-0" t1'-s"top and bottom flange. joist web with 3 rows Full depth vertical at of si es at E8 �� o9�rw�`� r-o- i'-o- r-o" z-s ^ 7'-s" to'-a r-o" z'-o° 3-0" a'-s~ s'-s• 7'-0" to'-o^ 1r-o" tz-o" O \ 10d(0.148"x 3")nails at 6" blocking between / / E7,both d F1 �e Attach reinforcement • on-center,clinched. Use 2 each joist � 1 a" s" T• s•• 10" 12•• 14, Will a•• s" T• 1 s" to" 12• 1a., 16 4 2x4 minimum \� ,0 7 Less than 5" squash blocks r to Joist flange with / 2�• ��` rows with 912 and 11/8 Less than 5" \ \ 78„ 3so 1'-0" 1'-0" 1'-0" 2'-0" a-o" 5-s" 9'-s" r_o° 3-0° a'-s" s-o" ,o-o" 1r-0'• 13'-6" / ,, ® 0" 8d(0.131"x 212')nails at 6" a�� TJI"joists. • 5so r-o^ r-o" r-o" 2'-0" a'-s" 7'-0" to'-s' r-o" 5'-0' s'-s" s'-0'• 1 r-0" 12'-1r 14'-0" 11% TJ Rim Board or Z-•w� on-center.When reinforcing E5 E6 I Gap WEB STIFFENER ATTACHMENT so' 3so r-o" r-o" r-o^ r-o• 2'-0" 4'-0" r-0" 10'-9' r_0" r-s° 3-0" 4'-6" e'-0' 1r-6" t3'-6. 15-6" +i 1,. ® Face rain I/d� L ,/„ - --- CS Use 2x4 minimum squash blocks to 1-a"or 1,2 TimberStrand LSL. g ttna both sides,stagger nails. a minimum 5so r_o" ,'_o" r-off r-o- z'-o" a'-s" a'-s^ 1r-o" 1'-0~ 3'-s~ 5-0" T-o" 1_0'-6" ts'-o 14'-6" 15_'-_s" transfer load around TJI®joist Nail with 10d(0.131"x 3") horizontal E4 Not for use with 3`2"TJI®joist flange widths 1„ T- 23a"maximum E1 CE1W nails,one each at top and E2 E3 (112"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 9 EXTERIOR DECK ATTACHMENT ® 3g with 560,560D) �- Web stiffenerboth sides.! TJI ROUND HOLE SIZE joist JOIST " " " ^ 7 SQUARE OR RECTANGULAR HOLE SIZE Structural exterior sheathing Apply subflOor blocks installed at Ingo sit span --See table below. With point load from above,and no support DEPTH ® 2" 3" 4" 5" 6 7" a e' 11" 13" 2" 3" 4" 5" s1:" r' spa 1r 13" / adhesive to all ® Flush bearing plate required. Flashin locations using P PP Double TJI Joist Filler Block: , „ g contact surfaces g below,install web stiffener tight to to flange 110 2'-0~ r-s 3-s a-s 7-s r-s~ r-s" 3•-s" s-s" s'-s° Hanger height must - -- --. Hanger Backer Block:Install tight Maximum/a overhang 1 " g p g - _ 9_ _ 9 9 two 8d(0.113"x 2 z) Tight fit , zto z'-0" r-s• 3'-s" 5-0" e'-o^ z-o" 3'-0^ a-o" s'-s• T-6" \ be a minimum of 60% Attach per the table. — - \ 9 _ (gap at bottom flange) s 2^ -- --to top flange(tight to bottom permitted at beam. Treated 2x- nails or 230 7-6" T'r 4'-0" 5'-6" 8-6" r-0" T-6" 4'-6" 6'-6" T-6" ofjoist depth Nails shall be driven from \ o Nailing Requirements flange with face mount hangers). ledger 5Qa 21'"screws, Depth Minimum Web g q ciao 3•-0" 4'-0" s'-s" 6'-6" e'-0^ 3'-0" 4'-6^ s-s^ r-s~ e1-0^ alternating sides.Clinch nails Clinch nails when possible. See fastener 9 , '1��sti aE' 2 typical TJI"Joist Series (in) Stiffener Size Type Number Nails 560 T-6~ 6-0" 6'-0" r-6= 19-0" a'-o" 5'-s" s•-s• e'-0" 9'-a' / II when possible. 1Y TJ"Rim Board or 11a" �3 $�`ca� / End Intermediate 110 r-o" r-o" r-s^ r_s^ 4_0� Z6- s_s" V-D" V-6" 7-6"r-6" 4'-0" 7'-T_-T-o" 9'-6" _ O table below.Maintain / 'I or 1Y"TimberStrand" LSL. \ \ 110 All 5'e'X 2516'q') - ---- 210 1'-0" 1'-0" 2'-0" 3'-0" 4'-B" 5'-0" 8'-0" 1'-0" 2'-0" 3'-0" 4'-6" 8'-0" 8_0" 10'-0 O 2"distance(minimum)from 2 3i 5/ I'I 8d 117e' 230 1'-0" r-0" 9'-0" 10'-6" q'X 2 ,g' Top mount j / edge of ledger to fastener. \ / P 210 All 7 5 n, (0.113"x 21Z") sso r-o" 3'-0" a'-o" 5'-s^ 7'-0^ 7'-s" 1r-o" r-o• 3'6• 5'-0" T-o" s'-s^ 9-6" 1r-o~ hanger ii \ \ O O tion#2: 1 230&360 All /"x 2,1s' 3 3 560 r-6" 3'-0" 4'-6" 5'-6" 8'-0• a'-6" 12'-(r 3'-0" 4'-a" s'-o" e'-0" 10'-6" 1r-0" 12'-0" Fastener Allowable Load(2)(Ibs/bolt) 2x strapping installed at,3 16d 110 r-0" r=0" r-0" r-o" 7-0" r-6" 4•-6" s'-6" r-0" r-0" r-0" 2_6" 5'-0" 6'-0" 9'-0• 12'-o~ Face mount O Backer block 1/z'Through bolt % joist-span locations using two 560 All 2x4 a' 1/„ 210 r-o~ r-0" r-o^ r-o^ r-s" s-o^ 5'_s" s-s" r-o" r-o" z'-o" 3'-6• s'-o" 7-0" 1o'-a' 13'-o" g / both sides of web Rim Board Material ?2'lag bolt 1'"Through bolt with Air Space / 21' screws rjoist,typical (0.135"x 3 z) - 1a 23o r-o" r-o^ r-o" r-o" 3'-s" a'-o" s'-o~ to-s" r-0" r-0" 7-6" 4'-0• 6•-6" T-6" 1r-0" 13'-6" han er - ® 1,. - nl ------ -- - / \ z Pp 1 tYP 18" 4 4 3so r0" r-o" r-0" 3'-s^ ss" s-o^ s-s" 1s's• i 0• z-0^ a-o• s-s" s-o" 1a-0 12-0 1a-o• with single TJI joist 1 e Tr Rim Board 480 695 -_ _ — — _. _- _ 114'TimberStrand®LSL 610 725 615iai Option#3: 560D 20„ 2x4"2' 16d 5 5 560 1'-0" 1'-0• 1'-6" T-6" 5'-6" 6'-6" 9'-6" 13'-6• 1'-0- T-0~ 5'-0" TV 10'-0- 11'-0" 13•-6" 15'-0" Web stiffeners required if sides of With top mount hangers,backer block required only 1 1z'TimberStrand®LSL 675 725 Directly applied ceiling 22""I (0.135"x 312') 6 11 110 r-o" r-0" r-0" r-0" r-0" r-0" 2=6" A6 - least r-0" r_o" _ r-0" r-0" T-6" 4-6" e'-6" 1r-6" 15'-0" H1 hanger do not laterally support at H2 H3 24"i3' 6 13 ztii r-o" r-o" r-0" V-W r-0" r-0" T-6" V-0" r_0" r-0" r-6" 4-6" 5'_6" 10'-0" 7r-6" 16'-0" \ least 38'of TJI"joist top flange \ for downward loads exceeding 250 Ibs or for uplift \ (1)corrosion-resistant fasteners required for wet-service applications. PB1 When specified on the layout,one Of W 16" 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 4'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 6'-0" 10'-6" 13'-6" 16'_6" conditions.For nailin re uirements see a e 5,TJ- (2)Allowable load determined in accordance with ASTM D7672. (1)PS1 or PS2 sheathing,face grain verticalg q P g \ ,� the bracin o tions above is re uired ss0 r-o" r-o" r-o• r-o" 3•-0• a''0" s's• r-o" r-o" r-o" a''-o" 7'-s° e'-s" ,3'-0" 14'-s" n•o~ 9001,Weyerhaeuser insta/lafion Guide for Floor and (3)1,8"TJ"Rim Board is allowed with joist depths<16"only. g p 4 (2)Construction grade or better 5so r-o" r-o" r-o" r-o" r-s• 3'-s" 7-0^ r-o" r-o' 3'-s" 5-6° 9'-0' ,o-o" 1a'-s" 1s'-o" (4)Maximum'z'shimmed airspace. (3)Web stiffeners are always required for 22"and 24"TJI"560D Joists Roof Framing,TJ-9001. _ Y q a•• 6•• 7•• s•• 10~ 12^ 1 1a3;• 163; a" 6" T• e•• 10•• 12" 14'4• 1s3i;• BEAM DETAILS FASTENING of FLOOR PANELS 18 3so r-0" r_0" r-6"_3'q s' ,a'-s" _ , _4- 14' 16' 19'-9" Guidelines for ClosestOn-Center Spacing per Row _ FILLER and-BACKER BLOCK K SIZES 5s0 r-0: r-0" 1'-0" z-o s=o• 10 0" is-s" _ i'-o s-o" a s tr-s 16 it is o" 1s'-s" TJt"t+►tz) Rim Board 134, TJI®Joists 110 210 230 or 360 560 560D 20„ 3so_ t-off r-0" r-o^ r-o 3'-0^ s o 1r-o" 15'-0^ r-o 1-s" a o 7%0 1z-6"t16 s lg'-(r 2o'-s" BEARING FOR DOOR 118..T,I• TimberStrand"LSL TimberStrancrLSL Microllam® Parallam® 560 1'-0" 1'-0^ r-o^ T-o~ r-s^ 5-s^ tr-s^ 15'-s^ r-o^ 3-0^ s'-o" s'-6" 14-a 17'-6' 19 o 20-6" Nail Size 11Q,210, 360 and - —_ _-._�___� _ -_. BEAM TO BEAM BEARING AT , , or wider LVL PSL Depth 91/: 117/e" 14"All" g1y'_11?$•• 14"-16" 91i"-117's" 14"-16" 18"-20" 11?e, 14"All" 18"-20" 22"-24" Rectan ularholesbasedonmeasu2mentoflongestside. BEARING AT WALL and 230 560 Rim Board Ili" 1,z" g OR WINDOW HEADER CONNECTION CONCRETE WALL 1 1 • Leave 1/8'of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. 8d(0.113"x 2 z'),8d(0.131 x 2•z') 4" 3" 6" 4" 3" 3" 4" 4' Filler Block 11► 2x6+3'S" 2x8+?e' 2x6+' ' 2x8+Y 2x12+1 Two Two Two Four 3/a'x 15" 118'TJ"Rim Board or Strap per code if top plate 2x6 2x8 .z z • Tables are based on uniform load tables in current design literature. /1%4'or 1 YZ'TimberStrand" is not continuous over 10d(0.148"x 3"),12d(0.748"x 3 4') 4"13► 4"t3► 6" 4" 3" T 5" 4" (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 maybe located 16d(0.162"x 31'z") 6" 6" 16"14) 6^15) 6"(5I g"Is► 8"f4) 2x6+?g' 2x10+%" 2x6+?2' 2x10+J2' at the center of the joist span provided that no other holes occur In the joist. LSL or blocking for lateral header \ 6" Cantilever Filler 2x6 2x10 Not ► p P 1 support 1 Stagger nails when using 4"on-centers akin and maintain/e"joist and panel edge distance.One row of fasteners is permitted two at abutting sheathing sheathing sheathing sheathing Not applicable 3� (Detail E4) 4'-0"long 6'-0"long applicable PP O ( ) gg spacing P 9 Pe ( g 4'-0"long 6'-0"long a'-o"long 6-0"long ALLOWABLE HOLES Headers and Beams . � panel edges)for diaphragms.Fastener spacing for TJI'joists in diaphragm applications cannot be less than shown in table.When fastener spacing for - Strap per code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI"joists. Backer Block 11► (Detail F1 58'or 34' 1 or/g' 7/8'or V Net 2X6 2X8 2X12 Two 3/4"X 15' plate is not continuous i (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least'."and staggered. 1.55E TimberStrand LSL Headers and Beams °�.. or H2) sheathing over column (3)With 10d(0.148"x 1YT)nails,spacing can be reduced to 3"on-center for light gauge steel straps. - - — 2 x diameter of the Top mount (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1?4'(to minimize splitting). Nail Size Filler (0.131"x 3") (0.131 x 3)z") largest hole(minimum) hanger (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 114'(to minimize splitting). Backer (0.131"x 3") 1 Protect untreated 1 , /3 depth Allowed hole zone Column Face mount (6)Can be reduced to 3 z"on-center if nail penetration into the narrow edge is no more than 1 4'(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 supersede Nail 15 9 contact with recommendations listed above. Quantityi2)- Backer 15 15 �- - -- -- -------- -- , L1 L2 L3 See current Weyerhaeuser L4 concrete ■Maximum nail spacing for TJI®joists is 18"on-center. __ O O ® (1)If necessary,increase filler and backer block height for face mount hangers and maintain Is"gap at top of joist;see detail W.Filler and backer block ----------- -___- ■14 ga.staples maybe substituted for 8d(0.113"x 2 2')nails if minimum penetration of 1"into the TJI joist or rim board is achieved. ry• g 9 O O O literature for framing connectors t 3'" dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filter blocks). o o 0 0 0 1.55 E TimberStrand"LSL ■To minimize splitting,maintain edge distance and row sparing of 2.Z x nail diameter or,a,whichever is greater. (2)clinch nails when possible. ■Nailing rows must be offset at least 1Z'and staggered. Header or Ream Maximum Round ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser installation Guide for Floor Depth Hole Size Multiple-Member Connections for Top-Loaded Beams and Roof Framing, TJ-9001. 91'4"-9"z' 3" Joists must be laterally supported at 8" -8" 11%a"-11 7/8' 35,8' Fastener Installation Requirements cantilever and end bearings by blocking \ 14"-16" 4%" Piece #of Fastener TJ/®f OISt floor framing does _� E1 panels,hangers,or direct attachment to / General Notes see illustration for allowed hole zone Width Plies Type0) Min.Length #Rows O.C.Spacing Location When fasteners are required on both not require bridging Or a rim board or rim joist. / / • Allowed hole zone suitable for headers and beams with J uniform and/or concentrated loads anywhere along the member. BEARING AT sides,stagger fasteners on the second \ mid-span blocking • Round holes only 10d nails 3" 3i21 p g / 12" side so they fall halfway between / COLUMN 2 12d-16d nails 3 14' 2iZ' One side fasteners on the first side. / / / • No holes in headers or beams in plank orientation. Screws 338'or 31/2" 2 24" - Other Trus Joist® Headers and Beams • 10d nails 3" 3m � Al Rim board joint Microllam LVL DO NOT cut,notch or drill m 12'• Both sides DO NOT bevel cut joist J 12d-16d nails 3,4' 2 ! E2 between joists DO NOT overhang seat cuts 1.3E TimberStrand® and Paratlae PSL holes in headers or beams 3 beyond inside face of wall. _� 114' 338'Or 312' Both sides y on beams beyond the inside LSL hole zone hole zone 2 x diameter of the 13 depth except as indicated in Screws 2 24" Load must be applied evenly across / / / 3�- face of support member. largest hole(minimum) illustrations and tables. 5" One side entire beam width.Otherwise,use \ Verify column capacity 10d nails(3' 3" 3'2' connections for side-loaded beams.and beam bearing 12' One side / L5 12d-16dnails3i 314 212> (per ply) length.See current 4 `, d - Weyerhaeuser literature. 5"or 6" Both sides / • %- � �_______ Screws r 2 24" One side Multiple pieces can be nailed or bolted together to ® " " 6_'a L6 form a header or beam of the required size,up to a TJI rim joist O v/ Microllam® LVL and Other Trus Joist"Beams 5"or 6" Both sides maximum width of T' �,// % 1%"TJ"Rim Board or Parallam"PSL Header or Beam Maximum Round RED AR Screws 2 24" y„ v„ ® allowed hole zone Depth 31/2' 2 6 3/4" One side ,%/ ,; / 1,a or 1,2 TimberStrand LSL. ep h Hole Size �Gj �S tOPHE middle Y/3 span 4.8 1" %z"bolts 8" 2 24" - ,�,i, � � i., � - 5',2, 1a4, �� •�sL !�C� (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW, LISP WS,or TrussLOK" / L1 d 1.3E TimberStrand® LSL allowed hole zone d 7?4-20 2" Q COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. B1 '' H1 See illustration for Allowed Hole Zone * a Z k (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'_ 1 • Allowed hole zone suitable for headers and beams with uniform loads only. ` BEAM ON % • Round holes only '. • No holes in cantilevers. 04684b O COLUMN CAP NAILING AT BEARING (FLOOR) L5 •'/ ' B3 O • No holes in headers or beams in plank orientation. OF �y TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist \ % NE 11a"TJ"Rim Board or (Load bearing wall above) -- ;'' / %i, 1 „ 1 „ e Joist may be shifted up to 3"if P \ Use B1 Or 62 at %.jj / %;; WARNING 1/4 oir 1 /z TimberStrand LSL. One 10d(0.128' x 3') i floor panel edge is supported \ B4 - intermediate bearings \ Joists are unstable until braced lateral)- One 8d 0.113"x 212') nail into each flange ( and span rating is not exceeded. Y with load bearingor ,nail each side. Drive Do not cut joist flanges. •%% %%,• nails at an angle at J braced/shear wall Bracing Includes: OFFICIAL PLANS ARE DULY SIGNED AND +. Plumbing Drop • Hangers • Rim Board • Rim Joists P1 least 1,2'from end. j from above SEALED AND BEAR RED-INK SIGNATURE O —�- End centerline is �-� 3�"'minimum i at centerline • COLUMN BASE 13/4'minimum end bearing intermediate bearing Also see detail B2 of support single-family applications 514'may be required - NLUMEN ARMITEffUREfor maximum H1 1 Shear transfer:Connections equivalent capacity O to floor panel nailing schedule \\ a i 2 Windemere Court, \ � , DO NOT walk onjo►sts DO NOT walk on joists DO NOT stack building Rim to TJI®Joist \ \ • ' until braced. that are lying flat. materials on unsheathed P.O. Box 169, Speonk,NY 11972 1'e• r 1 Rim Board, TJI"560 rim joist:Toe o o O INJURY MAY RESULT. joists.Stack only over Phone: 631-874-2925 1 a or 1 2'TimberStrand LSL. Additional joist is required if Fax: 631-874-7377 • ,-„ e j j Y nail with 1od(0.128"x 3") o %j � � WARNING NOTES: beams or walls. or TJI"110 rim joist: \ floor panel edge is unsupported L4 nails,one each side of or ifs an rating is exceeded. °" /' One flange 131"x 3")nail into TJI"joist flange TJI"560 p 9 � o /j/" �- -�� Exterior Deck Lack of proper bracing during construction can result In serious LA O each g /o Attachment DO NOT use sawn accidents.Observe the following guidelines: _ adanl�Q delunlenarchitecture.com floor joist " ,, lumber for rim 1.All blocking,TJI"210,230,and 360 rim joist: / J a / Structural g,hangers,rim boards and rim joists at the end supports of the TJI joists must be completely installed and properly nailed. r One 16d(0.135"x TV')nail into ---7— INSTALLATION TIPS /�// ° sheathingboard 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 ELEVATED as it may shrink accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. each flange. •Subfloor adhesive will improve floor performance,but o after installation. 3.Safe bracing of 1x4 minimum must be nailed to a braced end wall or sheathed area as in note 2 and to each joist.Install Pre-Engineered COLUMN BASE 3 With depths>16",use TJI"360 rim joist. \ g (minimum) ( ) j 1/4'rninimum bearing P j may not be required. o Use only bracing with 2-8d(.0113"x 2.5")nails each joist and end support at 8 ft on center(6 ft for TJI 110 joists).Without this bracing, Top View buckling sideways highly p g y g Locate rim board joint between joists. � Safety bracing(1x4 engineered lumber, g ys or rollover is hi hl 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 o minimum)at 8'on-center(6' 4.Sheathing must be completely attached to each TJI"joist before additional loads can be placed on the system. BEAM ATTACHMENT at BEARING vertical loads(details B1 and 62).Packing out the web from direct contact with See ALLOWABLE on-center for TJI" 110 joists)and 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. TJI Floor Joist of a TJI joist(with web stiffeners)is not a substitute concrete 112'knockouts o H3 HOLES extended to a braced end wall. 6.The flanges must remain straight within 1rT from true alignment. 1'" ® for squash blocks or blocking panels. 7.See www.wy.com/besafe for additional installation information. • •. � 1 a TJ Rim Board or q 9 P at approximately Fasten at each joist with -- - „ 1%"or 1 1z"TimberStrand"LSL. 12"on-center two 8d(0.113"x 21z')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 product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California J 9 P (see WARNING). P Y partitions,space joists apart the width of the wall for to cause cancer.For more information on Proposition 65,visit w_y.com/inform. Details Optional / plumbing or HVAC. ® , Bearing plate to be P3 non-shrink SUSTAINABLE flush with inside face Drive nails at an See framing plan(if applicable)or of wall or beam FORESTRY grout One e o memo"x 3")nail each Weyerhaeuser Installation Guide for Floor Additional joist at plumbing drop(see detail). We erhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered Date: September 2020 angle to minimize Y 0 INITIATIVE Y 9 side of member r bearing, splitting of plate and Roof Framing, TJ-9000. For minimum WeY7 trademarks of Weyerhaeuser NR. ©2022 Weyerhaeuser NR Company. All rights reserved.112'minimum from end end and intermediate bearing lengths. wqa aieuser Certified Sourcing www.sfiprogram.org Scale: As noted SR-OMSeptember 2020 Reorder TJ 4015E In 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. SYMBOL LEGEND ELECTRICAL LEGEND =1 I I=1 I I=11 MR=1 EARTH CHANDELIER BOX I—��I-1��=�� SWITCH "`rrr"' � POURED CONCRETE CEILING MOUNTED FIXTURE t' OR 8" CMU BLOCK �CP CHANDELIER PULLEY SWITCH —(> WITH PULL CORD P�c- EXISTING STUD WALL DS DOOR SWITCH 5"ROUND LED HI-HAT TO REMAIN �j CEILING FAN SWITCH ----------------- ----------------- EXISTING STUD WALL T CF WALL MOUNTED FIXTURE i : < h ; TO BE REMOVED THREE WAY SWITCH YYY —,---J� - - - — - - -� - - - - - - -� :+ati L-------- ---= s II :t • ;I NEW2x4OR2x6 : . . 4"SQUARE LED HI-HAT I; �:; � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �I STUD WALL @16" O.C. FOUR WAY SWITCH a II ': JOISTS PENDANT FIXTURE JOISTS ABOVE ,pD DIMMER SWITCH P li I I it . I I� I I •I 5 r TIMER SWITCH SECTION It DETAIL FUTURE CEILING FAN BOX li I I II A5 (� IF DUPLEX OUTLET TRACK LIGHTING li •" I ._ 'I BUILDING SECTION (LENGTH AS INDICATED) Ar, ,I QUAD OUTLET EXTERIOR FLOOD LIGHTS li I it _. ,_ WINDOW 4 I r - - - - - - - - - - - - � I� GROUND FAULT INTERRUPTER I — — — — — ELEMENTS ABOVE ril JUNCTION BOX F_ —1 Ii L - - - - - - -- - - - - - - - - - - - - - - - - - - J — - - = =1= - - - - - WATERPROOF G.F.I. �WP SMOKE DETECTOR OS.D. a I GIRDER / HEADER ABOVE —O THERMOSTAT I .: OC.M. CARBON MONOXIDE DETECTOR I .`.. I POST DOWN T TELEPHONE CONNECTION INTERCONNECTED COMBINATION t� r — J SD SMOKE AND CARBONMONOXIDE CEILING EXHAUST FAN -------- I i x E.F. I : I I—''CO DETECTORS AS PER R314 OF THE IRCONYS AND 915 OF THE IFCONYS HDMI TV CABLE ONE HIGH, ONE LOW `f�f�f� BURIED LIGHT LOOP IL --ice — 208/230V,60HZ, 1 PH Jj CENTRAL VACUUM WALL PORT I : .. TWO WIRE POWER W/ O KEYLESS CEILING T SWITCH : .: .. .:. MOUNTED FIXTURE C I .. \\ / — — — — — — I DISCONNECT \\ FIRST I A/C r—-------- — _ — _ — 120 V I \ _ \ 60 HZ FLOOR I. I COND CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR 24"x 24" LED CEILING LIGHT ''f' ——J I \\ 1 PHASE HVAC Iv I MAINTAINING JOB SITE SAFETY DURING THIS PHASE FIXTURE FLUSH MOUNT I \ J�.`,. \ \ I I OF WORK&SHALL COMPLY WITH ALL APPLICABLE \ \ I: FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING II .' F I \ HOT WATER BUT NOT LIMITED TO BUILDING CODES, OSHA HEATER 110 V REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS 60 HZ, 3.1 AMP MATERIAL REMOVAL&DISPOSAL. —`~ JI = L —_—_— — J --- THE CONTRACTOR SHALL INDEMNIFY&HOLD HARMLESS THE OWNER,THE ARCHITECT,AND ' :}.r„1_,.J_Ai\�1i_i•+� Wit•- U�Lt��_ .-SAx-V- -ilJ X 1� L — — J L — — J I� I THEIR AGENTS&EMPLOYEES FROM AND AGAINST :> ' i ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROM ANY OF THE — J I .;. I I II ITEMS LISTED ABOVE. OS I— — — — .D. I I L — J II r _ _ r \ / OC.M• I, ,. .,." ..:.;;•: II THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY — �— I 200 AMP r" r ;} ,I CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE ___ __ I I I I L - — PANEL J RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ D. u+Y-gym- -ar-�i,n-- -n-„xt- --— _�: J 1 — — — — I I \ \ . " rr- - THE ARCHITECT SHALL BE HELD HARMLESS BY ANY L — ——� \ : : :. _•.:. "ERRORS&OMISSIONS ON I -• AGENCY FOR ANY"ER " ":i:. I— — THESE DOCUMENTS. �a THE CONTRACTOR IS SOLEY RESPONSIBLE FOR 1 _ I "METHODS&MEANS"OF CONSTRUCTION. THE ,E \ ARCHITECT IS NOT RESPONSIBLE FOR FIELD SUPERVISION. F_ 7 r- - - - - -j \ i EDA I I I- - - � - - - - - - - - - -x _— m I N e d t �xce - I _j 4s8a o a y OF NE t- - - - - - - - - - - - -) �I — — I IL ---------- ---------- jiI — I _ — _ _ _ — — — — —i -------------------------L OFFICIAL PLANS ARE DULY SIGNED AND SEALED AND BEAR RED-INK SIGNATURE Model Name: Countach BASEMENT MEP PLAN Proposed New Home for: SCALE: 1/4"=V-0" DD ARAMOU"Na"T DEVELOPMENT GROUP floLUMEN ARCHITECTURE 2 Windemere Court, P.O. Box 169, Speonk,NY 11972 Phone: 631-874-2925 Fax: 631-874-7377 adam@delumenarchitecture.com #675 Pine Tree Road Cutchogue, New York, 11935 Town of Southold County of Suffolk SCTM #: 1000-104-1-6 Zone:R-40 Non-Conforming Building Elevations Date: November 10, 2025 Scale: As noted MEP 1 Project No: DA250068 ' ELECTRICAL LEGEND SYMBOL LEGEND CHANDELIER BOX =1 11=1 T I=111-1 EARTH �' I-1 I I-M11, I I-1 I I SWITCH c z POURED CONCRETE CEILING MOUNTED FIXTURE OR 8" CMU BLOCK cP CHANDELIER PULLI=Y SWITCH � WITH PULL CORD P.C. EXISTING STUD WALL DS DOOR SWITCH 5" ROUND LED HI-HAT TO REMAIN CEILING FAN SWITCH [_____-___] EXISTING STUD WALL CF WALL MOUNTED FIXTURE TO BE REMOVED $3 THREE WAY SWITCH YYY NEW 2x 4 OR 2x 6 4"SQUARE LED HI-HAT � STUD WALL @ 16" O.C. $j FOUR WAY SWITCH -- $ I Ll a -(�- PENDANT FIXTURE JOISTS DIMMER SWITCH Y P � UGj JOISTS ABOVE D $F TIMER SWITCH Y CE FUTURE CEILING FAN BOX - As SECTION / DETAIL @ DUPLEX OUTLET r— �1 TRACK LIGHTING BUILDING SECTION (LENGTH AS INDICATED) A5 @ QUAD OUTLET " EXTERIOR FLOOD LIGHTS WINDOW GROUND FAULT INTERRUPTER L — — — — — JUNCTION BOX — — — — -- — — — — — ELEMENTS ABOVE WATERPROOF G.F.I. u I- DW `y- �wP O SMOKE DETECTOR -e'—r!I I S.D. - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ - - _ _ _ _ — _ _/ _ _ — _ _ - - fP _ _ - - - — — GIRDER / HEADER ABOVE —Q THERMOSTAT � - - - - - - - - - - - - - - - - - - - - - - - ® � Oc.m. CARBON MONOXIDE DETECTOR I I 3 / 3 SINKER I GAS RANGE POST DOWN OUTLET W/EXHAUST INTERCONNECTED COMBINATION �T TELEPHONE CONNECTION CEILING EXHAUST FAN I I — / ( HOOD <-�SD SMOKE AND CARBONMONOXIDE E.F. �xy CO DETECTORS AS PER R314 OF THE I I \ I I I IRCONYS AND 915 OF THE IFCONYS ' HDMI TV CABLE ONE HIGH, ONE LOW BURIED LIGHT LOOP I i I I I V I I 1 I 1 1 KEYLESS CEILING c CENTRAL VACUUM WALL PORT I I ;^ O MOUNTED FIXTURE: i i , — i — ' c 1 ` y__ i I" "o I I I 13 ,/ CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR 24"x 24" LED CEILING LIGHT FIXTURE FLUSH MOUNT I MAINTAINING JOB SITE SAFETY DURING THIS PHASE GAS / I I 1 O OF WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL, REGULATIONS INCLUDING LIMITED TO BUILDING CODES, OSHA BUT NOT REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS \\ E.F. MATERIAL REMOVAL&DISPOSAL. / ( THE CONTRACTOR SHALL INDEMNIFY&HOLD HVAC LEG EN C) I I 6"RE HARMLESS THE OWNER,THE ARCHITECT,AND 1 � — — — — — — — — — — — — _ — /FRZR 3 �� WP THEIR AGENTS&EMPLOYEES FROM AND AGAINST — — — — — — — — ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES CEILING SUPPLY REGISTER I \ QD 4 I— \\ I ARISING OUT OF OR RESULTING FROM ANY OF THE 3 ITEMS LISTED ABOVE. � FLOOR SUPPLY REGISTER �SENT�_ _ _ � —CLO \ — — — — \ THE CONTRACTOR SHALL VERIFY ALL FIELD c I inHT + _— -- -- —_ ' \ _ — -- — —_' I \ CONDITIONS AND NOTIFY THE ARCHITECT OF ANY CEILING RETURN REGISTER F. \ f � — — _\ T CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE 3 4 - - - - - - - - - RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. I r zzu 13 THE ARCHITECT SHALL BE HELD HARMLESS BY ANY GENERAL ELECTRICAL SPECIFICATIONS: AGENCY FOR ANY 'ERRORS&OMISSIONS ON 300 AMP UNDERGROUND SERVICE:. // THESE DOCUMENTS. ALL TRENCHING AND BACKFILL ---- ARC FAULT&GFI PROTECTION TO CODE $ I \ XHO / THE CONTRACTOR IS SOLEY RESPONSIBLE FOR WHITE DECORA SWITCHES, OUTLETS AND PLATE COVERS CLOSET I I / "METHODS&MEANS"OF CONSTRUCTION. THE ALL SMOKE AND CO DETECTORS TO CODE I LIGHTpt Ll ARCHITECT IS NOT RESPONSIBLE FOR FIELD WIRING FOR 2 ZONES OF AC AND FURNACE SUPERVISION. WIRE FOR ERV SYSTEM1 PHONE JACK IN KITCHEN I \ALL FIXTURES: STANDARD BUILDERS LIGHTS MOUNTED UP N UP TO I I UNLESS OTHERWISE SPECIFIED UNDER STAIR CHANDELIER CHANDELIER TWO EXTERIOR OUTLETS I, / DOWN TO BSMT LIFT \ I I c SUPPLY ALL ENERGY STAR EXHAUST FANS TO CODE IN ALL BATHROOMS(VENTING BY OTHERS) OS_D. ALL OUTLETS TO CODE 24"I I STACKED / \ I / ALL INTERIOR LIGHTING TO CODE I I I RETURN 3I I I / ED AR y ALL EXTERIOR RECEPTACLES TO CODE ——— _i\ I RET / I I / — _ �5 �SSoPHE,�' / ROUGH AND FINAL INSPECTION I I / _ I I 1 S.D. �� G�� 0�MCA O I I �. — � r 1 I CF I I , II � 046848 OF NEB Tv I I I OFFICIAL PLANS ARE DULY SIGNED AND —i,-- SEALED AND BEAR RED-INK SIGNATURE Model Name: Countach FIRST FLOOR MEP PLAN Proposed New Home for: SCALE: 1/4"=1'-0" DD ARAMOUN"T DEVELOPMENT GROUP flOLUMENAWHITMIRE. 2 Windemere Court, P.O. Box 169, Speonk,NY 11972 Phone: 631-874-2925 Fax: 631-874-7377 adam@delumenarchitecture.com #675 Pine Tree Road Cutchogue, New York, 1193 5 Town of Southold County of Suffolk SCTM #: 1000-104-1-6 Zone:R-40 Non-Conforming Building Elevations Date: November 10, 2025 Scale: As noted MEP2 Project No: DA250068 I i ELECTRICAL LEGEND HVAC LEGEND SYMBOL LEGEND III=1 1=1 1=1 EARTH $ _0C I-1 11=1 11=1 I I- CHANDELIER BOX CEILING SUPPLY REGISTER - . SWITCH POURED CONCRETE CEILING MOUNTED FIXTURE ® FLOOR SUPPLY REGISTER �.?.; '' OR 8 CMU BLOCK CP CHANDELIER PULLEY SWITCH -0- WITH PULL CORD P.C. CEILING RETURN REGISTER � EXISTING STUD WALL T DS DOOR SWITCH -0- 5"ROUND LED HI-HAT ERV-ENERGY RECOVERY VENTILATION TO REMAIN CEILING FAN SWITCH L � EXISTING STUD WALL CF WALL MOUNTED FIXTURE TO BE REMOVED THREE WAY SWITCH YYY � 3 NEW 2x 4 OR 2x 6 � 4"SQUARE LED HI-HAT STUD WALL @ 16" O.C. `P FOUR WAY SWITCH 4 PENDANT FIXTURE JOISTS DIMMER SWITCH �P go 16" �' JOISTS ABOVE D TIMER SWITCH FUTUREFUTURE CEILING FAN BOX A5 �" SECTION / DETAIL r Ex EXTERIOR SWITCH — 01 TRACK LIGHTING BUILDING SECTION (LENGTH AS INDICATED) A5 9 DUPLEX OUTLET UNDER MOUNT - WINDOW LED LIGHT STRIP QUAD OUTLET 4 UNDER MOUNT PLUG STRIP _ _ _ _ _ _ _ __ ELEMENTS ABOVE GROUND FAULT INTERRUPTER I I �^^ EXTERIOR FLOOD LIGHTS — GIRDER / HEADER ABOVE WP WATERPROOF G.F.I. 11 POST DOWN ---�T THERMOSTAT Q JUNCTION BOX \ / I _ INTERCONNECTED COMBINATION \ / CLOSET X%�SD SMOKE AND CARBONMONOXIDE OS.D. SMOKE DETECTOR \ / I LIGHT `�-`'CO DETECTORS AS PER R314 OF THE T TELEPHONE CONNECTION \F — CLOSET IRCONYS AND 915 OF THE IFCONYS CARBON MONOXIDE DETECTOR i _ i LIGHT _ i TV OC.M. SHO F_(l HDMI TV CABLE ONE HIGH, ONE LOW I \ \ ( ' \ i TV HT ii J c CEILING EXHAUST FAN I , I Tv / E.F. I II I / - - - - - - -- - KEYLESS CEILING I ( c I ( I\ I / E.F I CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR CENTRAL VACUUM WALL PORT O MOUNTED FIXTURE f1 BURIED LIGHT LOOP / d I MAINTAINING JOB SITE SAFETY DURING THIS PHASE pr ( � IOF WORK&SHALL COMPLY WITH ALL APPLICABLE w ( \ FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING I I I � I ( /�� / ( BUT NOT LIMITED TO BUILDING CODES,OSHA LIFE SAFETY — — — CLOSET I — — — J MATERIAL! REMOVAL&DI OSADES, &HAZARDOUS /- - - - - -\— LIGHTL. Q 24"x 24" LED CEILING LIGHT // \ ( \\ Z \ _ _ I (-- — — -� FIXTURE FLUSH MOUNT � I THE CONTRACTOR SHALL INDEMNIFY&HOLD / \ ` \ -� _ I / I I HARMLESS E I THEIR AGENTS EMPLOYEES FROM AND OWNER,THE AGAINST AND AINST \ � // ( I \ I ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES i I ARISING OUT OF OR RESULTING FROM ANY OF THE L J 1 — — CLOSET ' I LIGHT / I ITEMS LISTED ABOVE. M s �` —— / z Y!" — / I THE CONTRACTOR SHALL VERIFY ALL FIELD ELECTRICAL GENERAL NOTES I I _ :Q � _ - GENERAL ELECTRICAL SPECIFICATIONS: I I ERV Q I I �\ �� I CONDITIONS AND NOTIFY THE ARCHITECT OF ANY 1. DRAWINGS ARE DIAGRAMMATIC:AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND 300 AMP UNDERGROUND SERVICE. — — — w / I I E.F. I CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE WORK. FOLLOW DRAWINGS IN LAYING OUT WORK AND CHECK DRAWINGS OF OTHER ALL TRENCHING AND BACKFILL i i ( M _ 0S.D. I I I RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. TRADES TO VERIFY SPACE CONDITIONS.MAINTAIN HEADROOM AND SPACE CONDITIONS. ARC FAULT&GFI PROTECTION TO CODE I I I WHITE DECORA SWITCHES,OUTLETS AND PLATE COVERS I I THE ARCHITECT SHALL BE HELD HARMLESS BY ANY 2. SECURE ALL SUPPORTS TO BUII'_DING STRUCTURE UTILIZING TOGGLE BOLTS (HOLLOW ALL SMOKE AND CO DETECTORS TO CODE I I \ I \\ I \\ I I , IT oWEF i AGENCY FOR ANY"ERRORS&OMISSIONS"ON MASONRY),EXPANSION SHIELDS OR INSERTS(CONCRETE AND BRICK),MACHINE SCREWS WIRING FOR 2 ZONES OF AC AND FURNACE YYY I THESE DOCUMENTS. (METAL),BEAM CLAMPS(FRAMEWORK),WOOD SCREWS(WOOD)OR PAN THRU STRAPS WIRE FOR ERV SYSTEM Iy \ — — — — — — — — — —I (METAL DECK).NAILS,RAWL PLUGS AND WOOD PLUGS ARE NOT PERMITTED.WHERE 1 PHONE JACK IN KITCHEN I — — — — — — — — —��— — — — — I THE CONTRACTOR IS SOLEY RESPONSIBLE FOR REQUIRED BY STRUCTURE,PROVIDE THRU BOLTS AND FISH PLATES.SUPPORT ALL FIXTURES: STANDARD BUILDERS I C METHODS&MEANS OF CONSTRUCTION. THE HORIZONTAL RUNS OF METALLIC RACEWAYS NOT MORE THAN 10 FT APART.SUPPORT UNLESS OTHERWISE SPECIFIED - \/ I I \ I ATTIC: ARCHITECT IS NOT RESPONSIBLE FOR FIELD RACEWAY RISERS AT EACH FLOOR LEVEL.RUN EXPOSED RACEWAYS PARALLEL WITH l /\ I I \ Tv WIRE 1-FURNACE SUPERVISION. OR AT RIGHT ANGLES TO WALLS. TWO EXTERIOR OUTLETS I / \ — — — — — — — — — - WIRE 1-ERV SUPPLY ALL ENERGY STAR EXHAUST FANS TO CODE I / �\ I I \ \ 1-KEYLESS FIXTURE 3. PASS RACEWAYS OVER WATER,STEAM OR OTHER PIPING WHEN PULL BOXES ARE NOT IN ALL BATHROOMS(VENTING BY OTHERS) I / I I \ \ WITH SWITCH AT ATTIC REQUIRED.NO RACEWAY WITHIN 3 INCHES OF STEAM OR HOT WATER PIPES OR ALL OUTLETS TO CODE / I \ \\ ACCESS APPLIANCES (EXCEPT PIPE CROSSINGS WHERE RACEWAY SHALL BE AT LEAST 1 INCH ALL INTERIOR LIGHTING TO CODE I / I C I \ \ ® \ 1-SERVICE OUTLET FROM PIPE COVERS). ALL EXTERIOR RECEPTACLES TO CODE I / I \ \ \ 1-HEAT DETECTOR ROUGH AND FINAL INSPECTION 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 I I R COUPLING. I DN TO I I I EtE A CHANDELIER! I FOYERI ��GJ �gTOPHE o 5. HORIZONTAL OR CROSS RUNS IN PARTITIONS AND WALLS ARE NOT PERMITTED.DO NOT I LIFT I � RUN CONDUIT IN PRECAST ROOF SLABS,IN 2 INCH SLABS OR IN TERRAZZO FLOOR I I I SWITCH FINISH. , I I I * Q _;; Z 6. LEAVE WIRES WITH SUFFICIENT SLACK TO PERMIT MAKING FINAL CONNECTIONS.RACEWAYS I — — — — — — — — — — — — — — — — — — — — — — — — OVER 10 FT LONG IN WHICH WIRING IS NOT INSTALLED:FURNISH FISH WIRE. (P 64684a 7. SET BOXES SQUARE AND TRUE WITH BUILDING FINISH.ERECT WALL AND SWITCH I I C� OF NEB OUTLET IN ADVANCE OF FURRING AND FIREPROOFING.SECURE TO BUILDING STRUCTURE BY ADJUSTABLE STRAP IRONS. 8. VERIFY LOCATIONS OF OUTLETS AND SWITCHES IN FINISHED ROOMS WITH ARCHITECTURALr- DRAWINGS OF INTERIOR DETAILS AND FINISH.IN CENTERING OUTLETS AND LOCATING I I L J L J BOXES AND OUTLETS,ALLOW FOR OVERHEAD PIPES,DUCTS AND MECHANICAL EQUIPMENT, OFFICIAL PLANS ARE DULY SIGNED AND EQUIPMENT,VARIATIONS IN FIREPROOFING AND PLASTERING,WINDOW AND DOOR TRIM, I I SEALED AND BEAR RED-INK SIGNATURE PANELING,HUNG CEILINGS AND THE LIKE.CORRECT ANY INACCURACY RESULTING FROM L — — — — — — — — — — — — — — — — — — FAILURE TO DO SO WITHOUT EXPENSE TO OWNER. Model Name: Countach 9. LOCATIONS INDICATED FOR LOCAL WALL SWITCHES ARE SUBJECT TO INSTALL SWITCH ON SIDE OPPOSITE HINGE.VERIFY FINAL HINGE MODIFICATIONS AT OR NEAR DOORS. COORDINATE WITH ARCHITECT AND LOCATIONS IN FIELD PRIOR TO SWITCH OUTLET Proposed New Home for: INSTALLATION. 03� 10. COVERS OF JUNCTION AND PULLBOXES SHALL BE READILY ACCESSIBLE. SECOND FLOOR MEP PLAN 11. PROVIDE PULLBOXES WHERE INDICATED,WHERE REQUIRED BY CODE AND WHEREVER SCALE: 1/4"=V-0" AIR" A M 0 U 1 ® T NECESSARY TO FACILITATE PULLING OF WIRE.COORDINATE PULLBOX LOCATIONS WITH DEVELOPM ENT GROUP OTHER TRADES. 12. EMPTY RACEWAY RUNS:PROVIDE PULLBOXES EVERY 100 FT AND AS INDICATED. floLUMEN AWHITMIRECOORDINATE LOCATIONS WITH OTHER TRADES. 13. JUNCTION AND PULLBOXES:LOCATE GENERALLY NOT EXPOSED IN FINISHED SPACES. 2 Windemere Court, WHERE NECESSARY,REROUTE RACEWAYS OR MAKE OTHER ARRANGEMENTS FOR P.O. Box 169, Speonk,NY 11972 CONCEALMENT. Phone: 631-874-2925 14. SUPPORT PANEL,JUNCTION AND PULLBOXES INDEPENDENTLY TO BUILDING STRUCTURE Fax: 631-874-7377 WITH NO WEIGHT BEARING to adam@delumenarchitecture.com 15. ALL ACCESS DOOR LOCATIONS SHALL BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION. #6 / S Pine Tree e Road 16. CONNECT CONDUIT TO MOTOR CONDUIT TERMINAL BOXES WITH FLEXIBLE CONDUIT (MINIMUM 18 IN.LENGTH AND 50%SLACK).DO NOT TERMINATE IN OR FASTEN utc ogue, New York, 11935 ^ RACEWAYS TO MOTOR FOUNDATION. Town of Southold 17 PULL NO THERMOPLASTIC CABLE SUPPORTS FOR WIRE IN S AT RISERCONDUITS AS REQUIRED BY CODEURES LOWER THAN 32-F . PROVIDE County of Suffolk 18. WIRE COLOR CODING:AS PER CODE.WHERE COLOR-CODED CABLE IS NOT AVAILABLE, SCTM #: 1000-104-1-6 Zone:R-40 CERTIFY IN WRITING AND REQUEST PERMISSION FOR OVERLAP COLOR TAPING OF Non-Conforming CONDUCTORS(MINIMUM LENGTH 6')IN ACCESSIBLE LOCATIONS.COLOR CODING,ONCE SELECTED,MUST BE USEDCON:>ISTANTLY FOR THE ENTIRE PROJECT. BuildingElevations 19. INSTALL NEW WORK AND CONNECT TO EXISTING WORK WITH MINIMUM INTERFERENCE TO EXISTING FACILITIES.TEMPORARY SHUTDOWNS:ONLY WITH WRITEN CONSENT OF OWNER. MAINTAIN CONTINUOUS OPERATION OF EXISTING FACILITIES.ALARM AND EMERGENCY SYSTEMS ARE NOT TO BE INTERRUPTED. Date: November 101 2025 20. FIRESTOPPING SHALL BE INSTALLED WHENEVER WIRING OR RACEWAYS CROSS FIRE RATED CONSTRUCTION. Scale: As noted Project No: DA250068 I 16"x8 P.C. CHEEK TIN SON Safsq If Ac,��ZSYMBOL LEGEND 16 x 8' P.C. FOOTINGS 12"#5 REBAR DOWELS [ 21'_2" BETWEEN CHEEK WALLS 32'-102" T-112' AMENDMENT■`�D M E 11 -i I I-1 I-1 I I-1 EARTH (�K-� 3„ 4'-22' 8„ 7,_4„ 8„ 7,_4„ 8" 1 V-6„ 3„ �'- - .4 1 10I F:; ::�= POURED CONCRETE fOR 8" CMU BLOCK EXISTING STUD WALL TO REMAIN �- -------- --- ----� -----------_- ---f— ----____� EXISTING STUD WALL ; ; - - - N — � , TO BE REMOVED . '.. ... : <: L ---- - • � -�• �• `- - . :.•> , NEW 2x 4 0R 2x 6 - - - - - - - - - - - - - - - - - - - - - - - - - - -� ;I STUD WALL @ 16" O.C. 31-02 II JOISTS 18" �I JOISTS ABOVE CgD I, = 1,0 UNEXCAVATED I 16"x 16"POURED CONCRETE li I °O I SECTION / DETAIL Zo PIER ON 30"x 30"x 15"DEEP P.C. PIER WITH 3-#5 REBAR E.W. IN T I, i FILL&TAMP FOR "P.C. SLAB I it14 BOTTOM WITH 1-#5 VERTICAL 1 1 11 I o 1 WITH BLUESTONE:ABOVE.SEE I II S_1 1'-6-° L. 12'-9-" ,� 21'-3-" ' 4'_71�� BUILDING SECTION REBAR INTO PIER ABOVE 2 1-4 2 T-6" 2-0' 3' 1 18 2 DETAIL THIS SHE 9'-9' i1 3" 2 T-4" A5 II — II WINDOW I, I b 1 :_ T.y- T. - - 2"SLAB SEAT �. .- 4-2"DIA. PVC 6 _ 1j _ xt - - - - - L - - - - o - - - - - - _ - N - - - J - - _ - - - - - I sLEEVESTHRu - - - - - ELEMENTS ABOVE � - - - - - - FND.WALL - iltiWulti[ra.. �-•-.••.^ -.. :•, :,•• .._. .... . - A. Ua u uU_uaAJ I GIRDER / HEADER ABOVE I � _ = � �� - - _ - - - - - - - - -—--O - - - - - 8„I i 4,_52, 2„ 2'_21 _o I CLG o ______ ___ -ram 8"P.C. CHEEK WALLS ON z ® POST DOWN T-9- BASEMENT 16"x 8" P.C. FOOTINGS INTERCONNECTED COMBINATION 4"P.C.SLAB _I——-_N `-1' % SD SMOKE AND CARBONMONOXIDE I CO DETECTORS AS PER R314 OF THE 31'-61" .Ir� i� 1r a, IRCONYS AND 915 OF THE IFCONYS F2"-. 15'-8„ 3,_6„ 8„ „ 2 r=1� 10" 13��92 �' ih'-2"' 2'-2" ' N rnN � I ti I - -� IL- -1� — N LN 8"P.C.CHEEK WALLS ON t 1v —I�t o - 16"x 8"P.C. FOOTINGS "' "' 4-14"x 118 Ci LOW LVL HEADER WITH z o FILL&TAMP FOR --- - -1_ 2x 8 P.T. TE ABOVE ON 4"DIA. -� STEEL LA LY COLUMN z CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR 4"P.C. SLAB iv ,�;•; cV • :,- , : , '• I ON 30"x 3 "x 15"DEEP POURED w 1 I MAINTAINING JOB SITE SAFETY DURING THIS PHASE WITH BLUESTONE _� qjl . w _ rily OF WORK&SHALL COMPLY WITH ALL APPLICABLE ABOVE. SEE DETAIL ". CONCRE FOOTINGS WITH ' L9 THIS SHEET 1 I3-#5 RE- R E.W. 13'-5�" °" 1„ T I: FEDERAL, STATE, & LOCAL REGULATIONS INCLUDING 4-2" 15-8" �iN 1 8�1 4-8 10" 12-9' 2 2 I I 13'-3- w 8'� 12" 2'-2" 8" 72'WIDE x 4"DEEP x BUT NOT LIMITED TO BUILDING CODES, OSHA 72'WIDE x 4"DEEP x w 12"HIGH BEAM POCKET REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS I` 1'-2"� I M 4'-8" IN 12"HIGH BEAM POCKET _ Z I PROVIDE SLATE SHIMS MATERIAL REMOVAL&DISPOSAL. N - - - p6_ 1 - - J PROVIDE SLATE SHIMS r - -I -K I AS REQUIRED _ AS REQUIRED I I _ _ I I _ _ z ._ 11 -cam THE CONTRACTOR SHALL INDEMNIFY&HOLD ,,. J HARMLESS THE OWNER,THE ARCHITECT,AND THEIR AGENTS&EMPLOYEES FROM AND AGAINST DROPTOPOF r' 4'_2I 8' 2 2w L - - J L - - J a I : . 1Ico�° 1 FILL&TAMP FOR ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES FOUNDATION -' 0 13'-7-" 3-" 9'-11" co cv 32' w 36-62 coo 8" I r 118 4"P.C.SLAB ARISING OUT OF OR RESULTING FROM ANY OF THE WALL DOWN 2" 01 A. r - - - JM 2x 4 STUD WALL OVER 2- 13"x 11Z8"LVL ? = 2, �i,� =, I WITH BLUESTONE M ITEMS LISTED ABOVE. a a .-Iv PROVIDE GYPSUM WALLBOARD SILL SEAL, R-15 BATTcni STAIR TRIMMIER Z o O !- I L — J , ABOVE. SEE DETAIL is Un I- --1 27 w �T , BASEMENT EGRESS / INSULATION�"G.W.B. 8 MEMBRANE TO THE UNDERSIDE OF I WINDOW WELL WITH I / I w 2 v I �iN w m THE FLOOR FRAMING MEMBER AS PER iD I . II THIS SHEET _ THE CONTRACTOR SHALL VERIFY ALL FIELD ON BOTH SIDES. FIRE cl, Z„ SECTION R302.13 OF THE RCONYS. I;. CONDITIONS AND NOTIFY THE ARCHITECT OF ANY 18 WIDE ESCAPE I: I I x w BLOCK AT TOP PLATES I I- _ _ 11 TJI-360 a r .'i �I Q s R-11 DRAPED BATTS ' LADDER AND CUSTOM O w 1 1„ 1„ 1 1„ PRE-ENGINEERED I INSULATION I� .' ___ _ CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE • I-' I 1,! a - z (TYPICAL) 13'-7-" I3- �3=8- 3 " V-10-' 4' 01 3- co MRESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. "' ALUM.GRATE ABOVE 8" d 3'"6" 8" ih q 2 I 2 2 2 2 2 FLOOR JOISTS _ _ -rz - - - - - @ 16"O.C.Lo xx - - , AS PER SECTION w - - ^ - O I o r - I THE ARCHITECT SHALL BE HELD HARMLESS BY ANY R310 OF THE IRCONYS. I - , ;I STAIRWAY& •- co = w 1= - - - - - - - - - - - - - - - - AGENCY FOR ANY"ERRORS&OMISSIONS"ON o AS PER SECTION v a m 1 € SIMPSON HUS410 �I0 IEn r LINE OF EDGE OF - - - �-Iv :, BLUESTONE CAP THESE DOCUMENTS. CD O Q UP ¢ I 2 2'-2" 8" ABOVE ch R311.7&R311.7.8 00 - W FACE MOUNT JOIST I 8"POURED REINFORCED� THE CONTRACTOR IS SOLEY RESPONSIBLE FOR I - - 14 - 1 : POURED CONCRETE HEADER OF THE RCONYS Q Q HANGERS AT FLUSH I CONCRETE FOUNDATION "METHODS&MEANS"OF CONSTRUCTION. THE #4 STIRRUPS @ 6"FOR 14"EACH 4_2 1 18„ LVL CONNECTIONS 1 WALL ON 16"x 8"P.C. ARCHITECT IS NOT RESPONSIBLE FOR FIELD " 13'-9 END AND FIELD @ 12"O.C.WITHA J �� > X W _ I REINFORCED FOOTINGS SUPERVISION. 2-#5 REBARS TOP&BOTTOM. I s�� „ -� WHITE OAK TREADS M� I 3- 14 x 118 LOW LVL HEADER WITi�i = -1 �,, l _ o �1N l: WITH 2-#5 REBARS IN THE N iD EXTEND 14"MIN. PAST MASONRY :'.` ^'°° '�'° &POPLAR RISERS 1z _ I 2x 8 P.T. PLATE ABOVE O DIA.I I M I .•'` I BOTTOM. N o OPENING EACH SIDE, 00 - STEEL LALLY COLUMN - x r 1N POPLAR STRINGERS -. " " " I tNV 1 co M 1- ON 30 x 30 x 15 DEEP POU RED L.- I. I DROP TOP OF o CONCRETE FOOTINGS WI N 2-13"x 1 7" LVL STAIR TRIM ER N 3-#5 RE-BAR E.W. 4_ s _ 11-'TJI-360 (� I FOUNDATION " SIN ® SIN B , WALL DOWN 2" I 8 M M 45-4' I PRE-ENGINEERED I 18' r - - 6"WIDE x 4"DEEP x FLOOR JOISTS I. 12"HIGH BEAM POCKET @ 16"O.C. I I RED AR BASEMENT EGRESS - PROVIDE SLATE SHIMS - o WINDOW WELL WITH I �- -I oo - - co - - oo J; �5 ��gTOPHF i I O AS REQUIRED o r - - - - - _ I wC� 18"WIDE ESCAPE _ r , O _ N I. — — — — — — — — — — — — — — St LADDER AND CUSTOM I I �I ( v - - - - 1" �i r - - - - - - - - - - --- i - , 1 J �k o ='tee I m ALUM. GRATE ABOVE 1 „ M ,_ „ 1= „ 8'-7- 11 I „ 1 i1 „ 11-6- AS PER SECTION I 3-6 1 8 �r, 13 8 8 2 , 8 10-2 8 2 R310 OF THE IRCONYS. j - If :' 1 _ I� I UNEXCAVATED �' I �1 M /rh 7777 I �,t�, in II .-, I � I 11 io Y 04684E yC � I I L� t1"THICK DIMENSION CUT o cCl)D M I� _ I 1 _ 1 , — —� I N I� .f. ----_ ___ -- ----- JI BLUESTONE FIELD CAP WITH I I I' -. F -`�' -I 1I �' THERMAL FINISH AND --- ---------- --- - ------ . 3"GROUTED JOINTS J OFFICIAL PLANS ARE DULY SIGNED AND s 117,DEEP FILL&TAMP FOR 8"P.C. CHEEK WALLS ON SEALED AND BEAR RED-INK SIGNATURE 4"P.C. SLAB t1"MORTAR SETTING BED FLOOR JOISTS 16"x 8" P.C. FOOTINGS WITH BLUESTONE 12"#5 REBAR DOWELS Model Name: Countach 4"POURED CONCRETE SLAB ABOVE, SEE DETAIL 8" 10'-2" 8" SETWEEN CHEEK WALLS OVERALL DEPTH OF FINISHED PATIO THIS SHEET If- ±2"THICK DIMENSION CUT (SEE FIRST FLOOR PLAN) 1, 1„ Proposed New Home for: BLUESTONE EDGE CAP AND 8-72 11'-6" 11-62 TREAD CAP WITH THERMAL s OVERALL DEPTH OF P.C. CHEEK WALL LO FINISH AND 1"GROUTED JOINTS 3„ (SEE FOUNDATION PLAN) 15'-0" 31'-8" 15'-4" &MITERED CORNERS w W w m w W w m „ �RAMOUNT 0 0 0 g O o o g DEVELOPMENT GROUP t2 THICK CULTURED STONE" 4'-2" - 3-0 VENEER OR EQUAL a o n_ co ,2 O d cn LEDGECUT33-DRY STACK O M O �j O Co O m ~ 0 ~ Co ~ Z FOUNDATION PLAN NLUMEN ARCHITECTURE (PEBBLE BEACH)V.I.F. D 00 O ��Z) OO O ALL FRAMING LUMBER TO BE DOUG FIR#1 1"NOSING v U UNLESS OTHERWISE NOTED. (TYPICAL) 1x 6"AZEK"TRIM SCALE: 1/4"=1'-0" 2 Windemere Court, 1'-2" ME RIM P.O. Box 169, Speonk,NY 11972 X w �"— — BOARD Phone: 631-874-2925 �� Fax: 631-874-7377 A. EO ,, ,,,i �r w FINISHED PROVIDE SELF ADHERING PVC adam@delumenarchitecture.com cn GRADE FLASHING MEMBRANE BETWEEN WOOD AND CONCRETE (TYP) #675 Pine Tree Road 12"#5 REBAR DOWELS . . - 2"SLAB SEAT BETWEEN CHEEK WALLS '^ +� . Cutchogue, New York, 11935 1-2x 6 SILL PLATE WITH TERMITE 2 8" 8"POURED CONCRETE SHIELD AND SILL SEAL(TYP) - R401.4.1 GEOTECHNICAL EVALUATION. Town Of Southold z_ CHEEK WALLS ON s„ „ - IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION, County of Suffolk � FOOTINGS $ DIA.x 12 LONG 10 `-� 16'x 8 P.C. THE LOAD-BEARING VALUES IN TABLE R401.4.1 SHALL t ANCHOR BOLTS , o BE ASSUMED. SCTM #: 1000-104-1-6 zone:R-40 Non-Conforming 10"POURED CONCRETE FOUNDATION R317 ALL SILLS AND PLATES ON EXTERIOR FOUNDATION TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING r- "- WALL ON 20"x 10"P.C. FOOTINGS WITH ". WALL TO BE PRESSURE PRESERVATIVELY TREATED. VALUES OF FOUNDATION MATERIALS L�-'s U �f, Foundation Plan 2-#5 RE-BARS IN BOTTOM WITH"GMX" WATERPROOFING (10 YEAR). R317.3.1 FASTENERS. FASTENERS FOR PRESSURE CLASS OF MATERIAL (PSF) ALL NEW POURED CONCRETE FOUNDATION WALLS,AND PRESERVATIVE AND FIRE-RETARDANT-TREATED WOOD LOAD-BEARING PRESSURE f , NO REBAR w ` FOOTINGS TO HAVE A MINIMUM COMPRESSIVE STRENGTH SHALL BE OF HOT-DIPPED GALVANIZED STEEL, Date: January 20, 2026 N FOOTING ONLY OF 3,500 PSI AND SHALL BE AIR ENTRAINED.TOTAL AIR STAINLESS STEEL,SILICON BRONZE OR COPPER. SAND, SILTY SAND, CLAYEY SAND, DETAIL @ BLUESTONE PATIO CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL SILTY GRAVEL AND CLAYEY GRAVEL 2,000 Date: November 10, 2025 NOT BE LESS THAN 5 PERCENT OR MORE THAN EXCEPTION:ONE-HALF-INCH DIAMETER OR (SW, SP,SM, SC, GM AND GC) SCALE: 3/4" = 1 1-0" 7 PERCENT AS PER TABLE R402.2 OF THE RCONYS. GREATER STEEL BOLTS. Scale: As noted A3 Project No: DA250068