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Home My WebLink About51078-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE " SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51078 Date: 8/16/2024 Permission is hereby granted to- Grande, Ma ww ... .............................................�... ................................................................................ .....1 ...............�...�� .m.�.�...�wW.....................�_, Thomas PI Valhalla, NY 10595 To: Construct a new single-family dwelling as applied for to include an HVAC system and outdoor shower per SCHD approval. At premises located at: 495 August Ln Greepprt ____.. ... _........ .__.._....... ... ............................ SC. .M.# 473889 ________...._____._...___......m.._.._.-------------._._--------------.......________....................................................................._......._.......... Sec/Block/Lot# 53.-4-44.16 Pursuant to application dated 6/26/2024 and approved by the Building Inspector,. To expire on 2/15/2026. Fees:.: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $4,522.50 CO-NEW DWELLING $100.00 Total: ..................................... $4,622.50 _ ..� E) Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 .a Telephone(631)765-1802 Fax(631)765-9502 ht s:L/www.southoldtownnv.2ov Date Received a. k APPLICATION FOR BUILDING PERMIT hi For Office Us e Only PERMIT NO. rl R Building Inspector; JUN 2 5 2024 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant Is not the owner,an BUILDING DEPT. Owners Authorization form(Page 2)shall be completed. 11 TQWN kF SOL iO i Date:June 21st, 2024 OWNER(S)OF PROPERTY: Name:Mary Grande & Ken Seel P�# 1000-53-4-44.16 Project Address:495 August Road, Greenport, NY 11044 Phone#: Email:kseel44@gmail.com; marycgrande26@gmail.com Mailing Address: CONTACT PERSON: Name:David Murray MailingAddress:449 Main Street, Greenport, NY 11944 Phone#:631.477.0075 Email:dmurray@murraydesignbulld.com;office@murraydesignbuild.com DESIGN PROFESSIONAL INFORMATION: Name:Doyle Coffin Architecture Mailing Address:158 Danbury Road, Ridgefield, CT 06877 Phone#:203.431 .6001 Email:ptc@doylecofriinarchitecture.com;eef@doylecoffinarchitecture.com CONTRACTOR INFORMATION: Name:Murray Design & Build Mailing Address:449 Main Street, Greenport, NY 11944 Phone#:631 .477.0075 y g office@murraydesignbuild.com Small'dmurray@mun-a desl nbufld.com;office@murra desl nbulld.com DESCRIPTION OF PROPOSED CONSTRUCTION WNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes ONO Will excess fill be removed from premises? ❑Yes El No PROPERTY INFORMATION Existing use of property:None Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Residential this property? ❑Yes @No IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as Provided by Chapter 296 of the Toxin Cade.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Budding Permit pursuant to the Building zone p Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buBdhgM 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 budding(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 21OA5 of the New York State Penal Law. Application Submitted By(prin ).David M. Murray @Authorized Agent ❑Owner Signature of Applicant: Date: - S- 2 C 2-q STATE OF NEW YORK) COUNTY OF1A ! v;, U r being duly sworn,deposes and says that(s)he is the applicant (Name of individual sign`ng contract)above named, (S)he is the, C 0 ni yac,-o r (Contractor,Agent,Corporate fficer,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 clay N tart'Public BRITTANY A CONRAD Notary Public,State of New Reg,No OIC062451 a4 al'ified in Suffolk PROPERTY OWNER AUTHORIZATION Commission Expires MY 18,k 0 (Where the applicant is not the owner) Ken Seel/Mary Grande s �.��;,�� e�Pr Chi I, residing at 'w ��' i%j y /d � do hereby authorize David Murray to apply on my 4ehalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Ken Seel/Mary Grande Print Owner's Name 2 Generated by REScheck-Web Software Compliance Certificate I Project Seel-Grande Residence Energy Code: 2018 IECC Location: Montauk, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,530 ft2 Glazing Area 15% Climate Zone: 4 (5685 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 495 August Rd Murray Design&Build Doyle Coffin Architecture, LLC Greenport, NY 11944 449 Main Street 158 Danbury Road Greenport, NY 11944 Ridgefield, Connecticut 06877 (631)477-0075 203-431-6001 dmurray@murraydesignbuild.com eef@doylecoffinarchitecture.com Compliance: 2.1%Better Than Code Maximum UA: 774 Your UA: 758 Maximum SHGC: 0.40 Your SHGC: 0.38 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. assergrade tir4adernffs aar rn e o ucaor��a:r co nslld�r(.:Kl M the UA or Iperforr�a�au"nce a:orttn�alh ai nce Ip path 41 l�l:::ScJ,ieck. Each�yq��lb..on gira dE nnbr Q � 7 in tIharn spnan::urtln:td cIlfirrnaate zrau"Daa rnnn.ua:>t rnennt: bh¢a rxnliirn6irnnnarn'n energy cQ.7daa innpaaladrnrn IR...vala.anrn and depi:llr reqa.uiiraryurnnairntaa. V l' AS Prop.Gross Area Assembly or Cavity Cont. Prop. Ceiling- Mudroom: Flat Ceiling or Scissor Truss 520 50.0 0.0 0.026 0.026 14 14 Ceiling- Flat: Flat Ceiling or Scissor Truss 1,523 50.0 0.0 0.026 0.026 40 40 Ceiling: Cathedral Ceiling 658 50.0 0.0 0.021 0.026 14 17 Wall to 15' plate: Wood Frame, 16"D.C. 3,365 21.0 0.0 0.057 0.060 145 153 Door Type E-1 count: Solid Door(under 50% 56 0.320 0.320 18 18 glazing) Door Type F-5 count: Solid Door(under 50% 168 0.320 0.320 54 54 glazing) Door Type A- 1 count: Glass Door(over 50% glazing) 141 0.320 0.320 45 45 SHGC: 0.40 Project Title: Seel-Grande Residence Report date: 06/17/24 Data filename: Page 1 of10 Gross Area Cavity Cont. Prop. Req. Prop. Req, Perimeter Window A3-1 count:Wood Frame 40 0.320 0.320 13 13 SHGC: 0.37 Window A-18 count:Wood Frame 240 0.320 0.320 77 77 SHGC: 0.37 Window B-2 count:Wood Frame 23 0.320 0.320 7 7 SHGC: 0.37 Window B2-1 count:Wood Frame 23 0.320 0.320 7 7 SHGC: 0.37 Window B3-1 count:Wood Frame 35 0.320 0.320 11 11 SHGC: 0.37 Window C-1 count: Wood Frame 10 0.320 0.320 3 3 SHGC: 0.37 Window E-1 count: Wood Frame 25 0.320 0.320 8 8 SHGC: 0.37 Window F- 1 count:Wood Frame 14 0.320 0.320 4 4 SHGC: 0.37 Window G-11 count:Wood Frame 47 0.320 0.320 15 15 SHGC: 0.37 Wall above 15': Wood Frame, 16" o.c. 1,253 21.0 0.0 0.057 0.060 62 65 Door Type B- 1 count: Glass Door(over 50% glazing) 56 0.320 0.320 18 18 SHGC: 0.40 Window H -6 count:Wood Frame 41 0.320 0.320 13 13 SHGC: 0.37 Window J -1 count: Wood Frame 10 0.320 0.320 3 3 SHGC:0.37 Window D-3 count: Wood Frame 56 0.320 0.320 18 18 SHGC: 0.37 Wall at Mudroom wing:Wood Frame, 16" o.c. 577 21.0 0.0 0.057 0.060 31 33 Window A2-1 count:Wood Frame 26 0.320 0.320 8 8 SHGC: 0.37 Floor:All-Wood Joist/Truss 2,776 19.0 0.0 0.047 0.047 130 130 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Seel-Grande Residence Report date: 06/17/24 Data filename: Page 2 of 10 P REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 45.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Re .ID struction drawings and ❑Complies Requirement 103.1, Con _ will be met. 103.2 documentation demonstrate ❑Does Not [PR111 energy code compliance for the ,building envelope.Thermal ❑Not Observable envelope resented on ,,,,�� ;� ❑Not Applicable p p ;construction documents. 103.1, ;Construction drawings and �; '❑Complies Requirement will be met. 103.2, :documentation demonstrate []Does Not 403.7 ;energy code compliance for [PR3]1 ;lighting and mechanical systems [:]Not Observable °Systems serving multiple ❑Not Applicable dwelling units must demonstrate „compliance with the IECC Commercial Provisions. ' 1, Heating and cooling equipment is Heating: Heating: ❑Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr #❑Does Not [PR2]2 on loads calculated per ACCA I Cooling: Cooling: tlNot Observable i r Manual J or other methods Btu/hr s Btu/hr approved by the code official. ❑Not Applicable e Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Seel-Grande Residence Report date: 06/17/24 Data filename: Page 3 of10 u Sectiorw Foundation Inspection amplies? Coanments/Assumptions e iNlrW .�.,.. _d. ..�:.. ,,.,,,............-.u., ,.,.,...�, ... ......�,.,w... .,,� ---- tee... ....��.,.....—... .,..,..,,.....e,..�...�......................,,...w., ......,..,.,................._.... 03,21 A protective covering is Installed to IF I omplies Exception: Requirement is not applicable,. ip U12 protect exposed exterior Insulation Oboes Not and extends a minimum of 6 in.below i grade. pNot Observable'; [ Not Applicable 403.9 _.._._ ;Snow-and ice-melting system controls�E]Complies Exception: Requirement is not applicable, t 1 P, installed. C]Doe Not ©Not Observable GkNotApplicable A,tdditional rCarn ents/Assw imptions I I High Impact(Tier ]) 2 J Medium Impact tiler ) 3 low Impact(Tier 3) Project Title: Seel-Grande Residence Report date: 06/17/24 Data filename: Page 4 of10 A Section Framing / Rough-in Inspection Plans Verified Field Verified 9 9 p Value Value Complies? Comments/Assumptions & Re .I Dw. ....... 402.3.4 Door U-fa. U U- a. �.❑OComplies e t See the Envelope Assemblies table for values. es Not [FRl]i ❑Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ❑ 402.5 Not Observable [FR2]I ❑Not Applicable 303.1.3 U-factors of fenestration products` ° ,❑Complies `Requirement will be met. [FR4]1 are determined in accordance ❑Does Not ;with the NFRC test procedure or N bs 'ov ;taken from the default table. �� % of O ervable ,� ,,.❑Not Applicable 402.4.1.1 (Air barrier and thermal barrier „ ❑Complies [FR23]1 installed per manufacturer's ❑Does Not r instructions. . ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ',❑complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting Does Not �AAMA/WDMA/CSA101/1.5.2/A440 or has infiltration rates per NFRC ' ;,� ❑Not Observable " ° " ; ❑Not Applicable '400 that do not exceed code limits. 402.4.5 IC-rated recessed lighting fixtures [ Complies aRequirement will be met. [FR16]2 sealed at housing/interior finish " "'' F❑Does Not and labeled to indicate :52.0 cfm leakage at 75 Pa. ❑Not Observable ; ❑Not Applicable /ro� fl 0 403.3 1 Supply and return ducts in attics '�,�� ' ❑Complies [FR12]1 !insulated >= R-8 where duct is %�� ,, ,,� 0" �� ❑Does Not >= 3 inches in diameter and >_ " " ';❑Not Observable R-6 where < 3 inches.Supply and, , return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for ; diameter>= 3 inches and R-4.2 U , Ifor< 3 inches in diameter. 403.3.2 Ducts, air handlers and filter ❑Co mplies ; [FR13]1 boxes are sealed with ` ❑Does Not ��joints/seams compliant with ' r ❑Not Observable :International Mechanical Code or International Residential Code, as 1, ❑Not Applicable applicable. ' .......... 403.3.5 Building cavities are not used as .,3❑Complies [FR15]3 ducts or plenums. „❑Does Not ; ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies %Requirement will be met, [FR17]2 above 105°F or chilled fluids Y❑Does Not below 55 °F are insulated to >_R- 3 j❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC "`ElComplies ;Requirement will be met. �[FR24]1 piping. El Does Not a ' ❑Not Observable ,r❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R ;❑Complies Requirement will be met. [FR18]2 >_R-3. t s❑Does Not f t 4/4111 i❑Not Observable ❑Not Applicable 1 JHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Seel-Grande Residence Report date: 06/17/24 Data filename: Page 5 of10 Section Plans Verified Field Verified it Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions 4 ,. Automatic._.. ®...� ... �� _ .... &Re I D ..._.w.� _ 03. Aut m tic or gravity dampers are ❑Complies 9 Requirement will be met. a. a 9 Y p [ ;1 d on all outdoor air ❑Does Not Intakes and exhausts. � Not Observable , Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: Seel-Grande Residence Report date: 06/17/24 Data filename: Page 6 of10 Section Plans Verified Field Verified Insulation Inspection "Value Value Complies? Comments/Assumptions Rp�ii 303, All installed insulation.._.. _ -.. ...-. ...... �� __ ,,M.n is labeled ❑Complies I Requirement will be met. [IN13)2 or the installed R-values Drops Not ; provided. + „ ; „❑N Observable e ❑Not Applicable 402.1.1, Floor insulation R-value. R- R 10Complies 'See the Envelope Assemblies 1402.2.E ❑ Wood ❑ woo d ODoes Not table for values. [IN1)1 ❑ Steel a❑ Steel ;❑Not Observable t ;❑Not Applicable 303.2, Floor insulation installed per ;❑Complies Requirement will be met. 402.2.8 manufacturer's instructions and ❑ oes Not N211 ;in substantial contact with the „;�;��; ❑Not Observable [ 'p underside of the subfloor, or floor ;❑Not Applicable +framing cavity insulation is in contact with the top side of sheathing, or continuous , . insulation is installed on the underside of floor framing and extends from the bottom to the atop of all perimeter floor framing members. r 402.1.1, ,Wall insulation R-value. If this is a' R- R ❑Complies See the Envelope Assemblies 1402.2.5, :mass wall with at least 1/2 of the ❑ Wood p❑ Wood ;❑Does Not °table for values. 402.2.E wall insulation on the wall k❑ Mass ❑ Mass :❑Not Observable [IN3)1 exterior,the exterior insulation i❑ Steel ❑ Steel ❑Not Applicable i requirement applies(FR10). i303.2 Wall insulation is installed per �;E]Compl'ies Requirement will be met. [IN4)1 manufacturer's instructions. ,; �; ❑Does Not El Not Observable I y' ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 1 2 Medium Impact(Tier 2) TTTIow Impact(Tier 3) Project Title: Seel-Grande Residence Report date: 06/17/24 Data filename: Page 7 of10 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID ODoes Not table for ne� mbl Ceiling insulation R-value,. � p Envelope Assemblies R- R- 402.2 1, ❑ Wood ;❑ Wood slues. 402.2.2, 402.2.E ;❑ Steel p,❑ Steel ❑Not Observable [FI1]i ❑Not Applicable 17,,.,_ 303.1.1.1, i s Ceiling insulation installed per "Elcomplies ;Requirement will be met. ,,, 303.2 manufacturer's instructions. , , ❑Does Not [F12]1 ;Blown insulation marked every ❑ ti �300 ft2. Not Observable ; , ❑Not Applicable 402.2.3 Vented attics with air permeable '� ✓� "[]Complies Exception: Requirement is [F122]2 insulation include baffle adjacent % �° ❑Does Not not applicable. to soffit and eave vents that extends over insulation. - ;❑Not Observable s �' '❑Not Applicable 2 4 ;Attic access hatch and door R- R �I❑Complies uRequirement will be met. [F13]1 insulation >—R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 50 Pa. < 402.4.1.2 Blower door test @ = ACH 50 — ACH 50 = ;❑Complies Requirement will be met. , ;: — [F117]1 each in Climate Zones 1-2, and 1❑Does Not <=3 ach in Climate Zones 3-8. i !,[:]Not Observable ❑Not Applicable 403.3.3 (Ducts are pressure tested to cfm/100 cfm/100 e❑Complies [F127]1 4determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total ;leakage measured with a w❑Not Observable ;❑Not Applicable 'pressure differential of 0.1 inch w.g. across the system including ;the manufacturer's air handler enclosure if installed at time of I Ftest. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch °w.g. across the entire system j 9 ;including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 E cfm/100 cfm/100 TIComplies ; �[F14]i :cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ;handler @ 25 Pa. For rough-in ❑Not Observable fl tests, verification may need to ❑Not Applicable ...... occur during Framing Inspection �403.3.2.1 ,Air handler leakage designated ❑Complies [F124]� by manufacturer at<=2%of r ❑Does Not design air flow. El Not Observable ❑Not Applicable �i�a�� i 403.1.1 Programmable thermostats � �� ii��%' %,,, �,❑Can'tplies [F19]2 installed for control of primary ��j�%%�� j�� „ '%jam„% ��❑Does Not heating and cooling systems and initially set by manufacturer to ° �" " ❑Not Observable �% s. code specifications. �r ❑Not Applicable i 403.1.2 Heat pump thermostat installed i�, �� r'„ " , i '❑Complies [FI10] on heat pumps. ❑ 2 / �. Gi r Does Not 9 r i ❑Not Observable lffi, ,� ❑Not Applicable 403.5.1 Circulating service hot water �, / //�� ,� p ��i% i oiiiiii i�� ❑Com I125 F111 2 systems have automatic or E]Does Not accessible manual controls. *❑NOtObservable F ❑Not Applicable 1 'i•iigh Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Seel-Grande Residence Report date: 06/17/24 Data filename: Page 8 of10 Section Plans Verified Field Verified ection Final Value Value ❑Complies ptions 036.1i�`,All mechanp Provisions mechanical ventilation system Complies? comments/Assumptions [F125]2 fans not part of tested and listed % ,❑Does Not HVAC equipment meet efficacy and air flow limits per Table �� %��j///iii� ❑Not Observable a /�� ii ' ❑Com lies R403.6.1. �� %„ '� �� i�%i� J❑Not Applicable 403.2 Hot water boilers supplyingheat �, ,,,o, „�� ,,, [FI26] through one-or two-pipe heating Does Not systems have outdoor setback ❑Not Observable control to lower boiler water /; ❑Not Applicable temperature based on outdoor temperature. 403.5.1.1 Heated water circulation systems % %i �� "' i� ❑Cpmlies [F128]2 have a circulation pump.Theoes Not system return pipe is a dedicated ❑D o❑Not Observable return pipe or a cold water supply(, pipe. Gravity and thermos- „ „ !ice❑Not Applicable syphon circulation systems are , P/�' , not present. Controls for circulating hot water system pumps start the 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 w� no demand for hot water exists. 403.5.1.2 Electric heat trace systems /f / //// ❑Complies [li comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the 1 „� '%ice ❑Not Applicable desired water temperature in the piping 403.5.2Demand recirculation water '��i��i�//i%�i/ii��i%�"❑Complies ❑D oes Not [F130]2 systems have controls that manage operation of the pump and limit the temperature of the ' %� ❑Not Observable water entering the cold water Not Applicable 403.5.4�. Drag t0 <= 104°F. iiii iii o o piping Drain water heat recovery units ", ��"�"�i�%"' '� " / ❑Cori Ties 131 'tested accordance w El [ ]� Does Not F ttd i d with CSA r 1355.1. Potable water-side pressure loss of drain water heat � , "� ,, ❑Not Observable '.❑Not Applicable recovery units < 3 psi for individual units connected to one or two showers. Potable water- ' side pressure loss of drain water heat recovery units< 2 psi for �' � ' �� o i individual units connected to ' three or more showers. 403.10.1 :Readily accessible switch on p ❑Com lies [FI12]3 heaters for swimming pools or ❑Does Not permanent in-ground spas. Switch operation does not ,/��' ,��i ��o��;� /�! ';//,'�/ '��;❑Not Observable ❑Not Applicable change heater thermostat setting. Heater circuit breaker is �� ' installed independent of switch. Gas-fired heaters equipped with ivy ignition pilot'that are not r ' continuous) burningclots. t i�// �j////� /� ❑Complies 403.10.2 Timer switches or other �,, ,�� /////%iJ// :i / [F119]3 automatic preset schedule i ' a ❑Does Not control method are installed on ,r❑NOt Observable heaters and pumps serving pools and permanent ' ❑Not Applicable �,, �� 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low impact(Tier 3) Project Title: Seel-Grande Residence Report date: 06/17/24 Data filename: Page 9 of10 section s Plans Verified /iField Verified! ❑Comrt�.l.i�es.e s� ; .,Comments/Assumptions Ins ap5ion 777777 � e &Re 'Outdoor heated // / 77 mm [F120, 'outdoor permanent spas have a Does Not vapor retardant cover. ❑Not Observable r // y❑Not Applicable 404.1 ,90%or more of permanent /�"�%"'❑Complies [FI6]1 fixtures have high efficacy lamps //'��'0� %ice %��%/�di'��/� "� i�%�';�'�°°', ❑Does Not ,❑Not Observable ❑NOt Applicable 04.1 1 Fuel gas lighting systems have / / //; �/� / ,❑Complies i no continuous pilot light. �� ,��'�'��/i/��/� „ / /❑Does Not i/❑NOt Observable ,,, /////// rt� � ,y///� �❑Not Applicable �ws�/ /%%%/%%i�% G /�/�� / / / 401. �.Comphance certificate posted. / ,o,/%�%% /� /��%,❑Complies [9712 Not ��/ ' /r� " ❑Not Observable / / '❑Not Applicable F110 77 e 1 033 ;Manufacturer manuals for ❑Complies )3 mechanical and water heating ❑Does Not ;. systems have been provided. >❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Seel-Grande Residence Report date: 06/17/24 Data filename: Page 10 of10 Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 50.00 Ductwork (unconditioned spaces): Window 0.32 0.37 Door 0.32 0.40 Heating System: Cooling System• Water Heater: Name: Date: Comments GS1159842 DATE Ate`" 6/25/202 06/25/202 CERTIFICATE OF LIABILITY INSURANCE YY' 4 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT Laura Fauteux Ga ......... ...... ....... �S c 31 47 _. W.N. Tuscano Agency Inc. PHONE 9m.E74tJ 631-477-1680 we ri 7-8930 PO Box 1027, 950 Highland Ave. ADUA I ss ra rrlcrraaran•,ric c e srrl E-E-MAILaur@l GREENSBURG PA 15601 INSURER(S)AFFORDING COVERAGE NAI C# sURERA.Peleus Insurance Company 34118 .....,.,...,�_ �....... .........._ ,....,.,.... ,...._ ..,... INSURED INSURER B: Dave MurrayConstruction & Design NSURERC. Inc INSURER D . m .... _.. 449 Main Street . ....... -. �... Apt 2 INSURER E a GREENPORT NY 11944 INSURER F: ............. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. 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NEW YORK STAT SU NC'E FUND 4 4/ DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 12136821 U-26.3 ` --3 L, -1 -1 -1 (o r=3 rc N K"Rpm, R E E mL U 0"""' A vml" 4 9 A U 0""'k U rN T RutAU rl" NY 11944 G R N P u0ml%k RT 7 CONSTRUCTION DOCUMENTS . a DOYLE I C ARCHITECTURE 158 DANBURY ROAD RIDGEFIELD, CONNECTICUT 06877 (203) 431-6001 (203) 431-9764 fax W Ad - �r 1- 4 ME L [3�JJ �Vwl V, TT PT r7"P'"7171 El 79 ' �':�yk,�....�... —!•" cif `$� '�. v r�•�,:F ! �! ,��RED qRC R TACO (P .yT 0 p85 �OF NE`r CO DOYLE COFFIN ARCHITr.. -J-- 2-- I - 3 -J- - ---- --- 4 - -- I 5 I 6 7 8 9 10 - - i r DOY LTE I C OFFIN A2.1 1 2b, Typical CMU Pier: Concrete ad for 2'0+ Framing Note: 2'-0" 6-6" 2'-0" 8'-0" 2'-0" 5'-6" 2'-0" 5'-6" 2'-0" 24"x24"x8"CMU ` a / stair stringers 7,6, j A R C 1 a 1 1 E C T V R E See So-1 for Simpson connectors at roof ridge,rafter to wall, 36'k36"x12"Concrete Footing wall to wall,wall to base plate&base plate to foundation; 15�" (4)#4 Bars,(2)each way,w!3" / \ for fastener information;and for general framing notes. cover,sides&bottom P Concrete pad for stair tringers � � r / Doyle Coffin Architecture, LLC N / 158 Danbury Road _ O o _I \ < / ti Ridgefield, Connecticut 06877 203143116001 5 N I I \ 20�° / ti'� 203 431 9764 fax A3.2 T ical CMU Pi r / / O tnfo@doylecoffinarchitecture.com 1'-6" J 4 #4 Bars, 2 cre way,w/3"cover,sides&bottom J L \ \ \ o doylecoffinarchitecture.com 24"x24"x8"CMU _ 36'k36"x12"Concrete Footing O O� y / / - ---- -- -- — - 20'-0" 23'-9" / / CV\ i — Structural Engineers y I \ \ I N.J.Mazzaferro,P.E.-Professional Engineer Z° 7'-0" 10'-0" T-0" / \� j P.O.Box 57 / 4 > Greenport,NY 11944 \ T: 516145715596 F_ — — — — — — — — — — -, L+i0 ----------- -- ----- -- � ( O I ( � ) / / \ Landscape Architect J A3.2 — — — — — — — — — — — — — — — Brook Clark Landscape Architects Typical Concrete Pier: / 1 75 Glen Road,Suite 312 1 1 I I o„ I Poured Concrete in ^� / A3.3 Sandy Hook,CT 06482 1 — Bigfoot Systems 10"0 Construction Tube T 203127519255 j I I I 1/2"Oxl2"galv.anchor bolt centered in pier N I I Simpson ABU46Z Post Base I I (4)#5 Rebar,2"min.from face of concrete BF24 Bigfoot Systems Footing Forms, C 2 I I — — — — — I _ _ v bottom of pier @ 36"below grade N l2FD c I I Typical Concrete Slab Floor:R 10ci I / / 2 4"Concrete Slab -_J I I 6, / - -- -- - ---- -- - 6x6 1.4x1.4 w.w.f.Reinforcing I / / p 2"Rigid Insulation:R-10 @ 2'perimeter I / / Oo I I 6 Mil Poly Vapor Barrier 6"Crushed Stonery Jb I I Egress window opening T-5" 7-6" L � 1'-10" 2'-0" J r---� 25'6 L � F_ — _1 I • I 19 26'-0" — � I N / \ 00. - - Typical 30"Concrete Pier Footing: -g \ Typical 30"Concrete Pier Footing: ao � ------ — j 30'k30"x12"deep Poured Concrete Footing - 30"x30"x12"deep Poured Concrete Footing i (4)#4 Bars,(2)each way,w/3"cover (4)#4 Bars,(2)each way,w/3"cover NOTES —I o 1 - 3 _y I ( I 12"Haunch in slab, o I o V.2 — � — `* -- I � I ( (2)#4 Bars w/3 cover � — — 1 T-4" 3'-0" 9'-A 3-0 9'-4" 3'-0" 17'-4" ?Va F_ — \ a t ---� - - - � i \ T I �--J I • I moo, I L- - J I I I • I M � N I • I 9 M I • I � �o Ref. North) E I I 7'-5" �, 2'-6" I I I � o f ,� I I � -- - N �- -- � -- I I �--- - - - ------ - -- --- -- � --- --- 1 I I I 4"0(4 1/2"O.D.)Standard steel pipe column I I I I I I or 1 -o" r-,o„ NEW CONSTRUCTION 12"Haunch in slab, I I T ical 36"Concrete Pier Footing: HSS 4x4xl/4 Steel Tube Column 4'-10" I (2)#4 Bars w/3"cover rn 36"x36"x12"deep Poured Concrete Footing I 1 FOR THE 1T 4" I 3'-0" 3'-10 1/ ' (4)#4 Bars, 2)each way,w/3"cover 12'-9" 2'-6 1 Typical 10"Foundation Wall:R-10ci 1 T 10"Poured Concrete Wall FD (2)#5 Bars Cont.@top&bottom of walls 1 �10 I' SEE11'G1LC1 L\DE - Brush-on Bituminous Damp-proofing I 1 'r ( I N I • ��', 2"XPS Rigid Insulation(interior):R-10 I I I ( I I 1/2"DensArmor Interior Gypsum Panels(interior) I I RESIDENCE Typical 30"Concrete Pier Footing: I I 30'k30"x12"deep Poured Concrete Footing L —— —J 1 (4)#4 Bars,(2)each way,w/3"cover I _ I Typical Footing at 10"Foundation Wall: I 7 `� 12"x24"Poured Concrete Spread Footing with keyway N ' o O p g 1 2'-0" 495 AUGUST ROAD j F I I I I — — — — — — — , 3 #4 Bars w/3"cover 1 E, 1"Rigid insulation between slab&foundation wall I I GREENPORT, NY 11944 I w/continuous mastic joint along perimeter L - - - - - - - - - - - -1 --rj I I F - - - - I - - - - - - - N - L - - - - - - - - - - - - - - - 1 --D FOR CONSTRUCTION_ �06/10/202 J ISSUE I I 1 I I I 1 REVISIONS L I I L — — — — — — — — — — — — — — — — DESCRIPTION DATE 10'-1" Typical 18"Foundation Wall: 18"Poured Concrete Wall I _ I 0„ I (2)#5 Bars Cont.@ top&bottom of walls " P. i` 9 I #4 @ 48"oc 2,_6 I I I ��, I I , 8'-0" 2'-0" 5'-6" 2'-0" Brush-on Bituminous Damp-proofing 12"x20"Spread Footing with keyway I 4 #4 Bars w/3"cover I I I I co O I I I Typical CMU Pier Typical Footing at 18"Foundation Wall: I I o 24"x24"x8"CMU 36"x36"x12"Concrete Footing 12"x30"Poured Concrete Spread Footing with keyway J (4)#4 Bars w/3"cover 1 I J (4)#4 Bars,(2)each way,w/3"cover,sides&bottom61 - - - CD PRINCIPAL PTC P.A. EEF — — — — — — — — — Concretel pad for stair stringers -- - - -- E Typical Split Foundation Top I io I N 4) PROJECT# 1035 SCALE 1/4"= 1'-0" (2)2x6 P.T.sill plates @ top of stem wall 2'-0" , 8'-0" 2'-0" [ _] [__ Foam sill sealer -— - - ------ - - 3/4"0 x 12"@ 4'-0"oc, 12"maximum in from corners M a CONSTRUCTION DOCUMENTS Foundation shelf for stone veneer I I - I a I fV El I ❑ (V 3 2 1 � J A3.1 � Foundation Plan A3.1 A3.1 I 13'-5 1/2" 13'-l" 1T-5 1/2" 20'-0" -- - - - 64-4- �O IN ARCHITECTURE,LLC 2024 H REo a ��e5 � T CO�y� SHEET--- --- - - - 1 FOUNDATION PLAN y A1.0 1/4"= V-0" ` .4 i N� �. j Q-• T p j 9 ?gp8 FOF NE`I'�� 6/18/2024 1:06:54 PM 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 irj � i D0 i El COFFIN ARCHITECTURE Doyle Coffin Architecture, LLC j 158 Danbury Road li Ridgefield, Connecticut 06877 203143116001 203143119764 fax j info@doylecoffinarchitecture.com doylecoffinarchitecture.com 13 - - --- - Structural Engineers N.J. Mazzaferro,P.E.-Professional Engineer j P.O. Box 57 Greenport,NY 11944 T: 516145715596 10,oh Landscape Architect Brook Clark Landscape Architects 75 Glen Road, Suite 312 \ \ 24,0h Sandy Hook, CT 06482 / T: 203127519255 J / \ F 51 10"0. A2 2 � 2 1P \ / GARAGE FOUNDATION PLAN See drawing 1/A1.1 DI \ \ / 5 / \ \ --------- ----- ------------------ 0. � u 24'k12"Haunch in slab / / / Step in wall h 0 y 6" \ Edge of/ / / // 12, level slab 0 Level Slab h _ / / 0 Garage Slab 24'k12"Haunch in slab / Elev.-1'-8" / / / / N / / I Ref. North E /Edge of // // Pitched Slab / level slab / / � - ------ --� NEW CONSTRUCTION Step in wall ❑° ❑° - ' a o / / / Ede f / / ,/ FOR THE 20'-0" 23'9' / - � � O / / g o / / / level slab ®\ /©\ / / / \ Typical Garage Concrete Slab Floor: / / O J \ / ` ) / 4"Concrete Slab SEE1rGR1]1\LE — — — — I / / / / / / 6x6 1.4x1.4 w.w.f.Reinforcing to / / 6 Mil Poly Vapor Barrier / / RESIDENCE 6"Crushed Stone / Step in wall 495 AUGUST ROAD I / / , / jOitchs� F I / / ab3„'°a001-S / / c GREENPORT, NY 11944 ---- - L — — — _ _ — — _ ISSUED FOR CONSTRUCTION 06/10/2024 -- - -- \ REVISIONS --' / Typical 10"Foundation Wall: / 0 DESCRIPTION DATE 14, L \ / 10"Poured Concrete Wall / / 10"0h \ (2)#5 Bars Cont.@top&bottom of walls Brush-on Bituminous Damp-proofing i _ Step in wall \ iv I q Typical Footing at 10"Foundation Wall: 12"x24"Poured Concrete Spread Footing with keyway ` 2 J I (3)#4 Bars w/3"cover,sides&bottom r- — -1 F — —I F _1 HOUSE FOUNDATION PLAN L — J See drawing A1.0 L— Step in wallGI � I '0' CRINCIPAL _PTC CA. EEF 1 I I I I I I I / e [PROJECT# 1035 CCALE As indicated 6"0„ rn _ L — J CONSTRUCTION DOCUMENTS — —-� — — — — — — —� L =__ - I � - - � '� - �' I � \ \ Garage Foundation � 1 Plan �I L - - - o o -- - - - ---- - _� [� DOYLE COFFIN ARCHITECTURE,LLC 2024 64_0 F-- SHEET C . 2 FOUNDATION-HOUSE+GARAGE 1 FOUNDATION PLAN-GARAGE 1/4"= 1'-0" N 9l, 0250Bb p� j 6/11/2024 2:00:08 PM ( 1 —--L- ------ -2- - - - - -- -- ----- - 3 - - � 4--- - -- -- -- -- --- -------- - -5 -- - - -�--- — - ---- 6 I 7 - - -- - - I 8 I 10 -- --- - - I 1 A I I YLE I C ARCHITECTURE I I Doyle Coffin Architecture, LLC \ 158 Danbury Road j Ridgefield, Connecticut 06877 I \ \ 203143116001 203143119764 fax I — info@doylecoffinarchitecture.com doylecoffinarchitecture.com I \ Structural Engineers N.J. Mazzaferro, P.E.-Professional Engineer \ P.O. Box 57 \ Greenport,NY 11944 T: 516 1457 1 5596 A3.2 I 1 Landscape Architect Brook Clark Landscape Architects I scap A3.3 75 Glen Road,Suite 312 I h II Sandy Hook,CT 06482 I o \ T: 203127519255 --IV-2 - - - - - - - - - C, I \ 2 Egress window frame opening,head height @ 7'-0"AFF A3.3 I � in � Pipe column Grading/window well i for egress window g 2,_7" 5 Pipe column r/2' --- --- - — - - -- D See Foundation Plan for concrete wall&slab notes I, 2x6 Bearing Wall N 3 _ _ NOTES I V-2 Unfinished Basement OF I I Pipe column 4"0(4 1/2"O.D.)Standard steel pipe column v • Pipe column Pipe column or � P HSS 4x4x1/4 Steel Tube Column i 18'-10" 12'-4" 12'-4" 18'-10" Ref. North) it / E 2x4 Bearing wall L_-- I 20'-0° I NEW CONSTRUCTION Gable Width FOR THE 13'-10" CV 13'-11 3/4" Pipe column 4'-10 1/4" (L Pipe column �o I r------ SEEIrGR-ANDE -------_= Basement Stair Note:All interior sides of foundation walls to have either 9"Treads,7 3/4"Risers Furred Wall or Rigid Insulation: on(4)2x12 stringers RESIDENCE M Furred Wall:2x4 Stud Framing16oc,closed-cellspray @ " Wood handrail @ 34" foam insulation to R-13, 1/2"gypsum board �above nosing oftreads or `O Rigid Insulation:2"XPS Rigid Insulation:R-10,with 495 AUGUST ROAD F 3 1/2" - --- ; 1/2"DensArmor Interior Gypsum Panels - - -5 /2" j 3 1/2" 4'�1T2w 4'-9" -- ------ , 31/2„ - GREENPORT, NY 11944 -- -- ISSUED FOR CONSTRUCTION 06/10/2024 - - - - ,1'-10' - - - -- I Typical Furred Wall 2x4 Stud Framing @ 16"oc,closed-cell REVISIONS ir spray foam insulati n to R-13, 1/2"gypsum board Q DESCRIPTION DATE Landing UP 14R Stone veneer&C U base Framing Note at Stairway: Interior face of 2x6 studs above align with interior face of foundation wall at(3)stair tower walls. 2x4 Furred Wall&2x6 stud wall above do not align. j I I [RINCIPAL PTC P.A._ - EEEF Window as scheduled PROJECT# 1035 SCALE 1/4"= 1'-0'] Stone lintel&sloped stone sill I Masonry opening in stone veneer for window&trim CONSTRUCTION DOCUMENTS 3 2 1 I A3.1 A A3.1 3.1 Basement Plan �C DOYI,E COFFIN ARCHITECTURE,LLC 2024 H ; --�S��RI-DARc'S� SHEET -- 1 BASEMENT �� 500 A1.2 1/4"= 1'-0" 6/11/2024 2:00:17 PM 1 2 3 4 5 6 7 8 9 10 L A� "0. DOLE I C OFFN 2 ARCHITECTURE I-,--Wood steps,treads to match Doyle Coffin Architecture, LLC decking,composite risers 158 Danbury Road Outdoor UP 4R Wood railing Shower " I Ridgefield, Connecticut 06877 --- ------------------- ----------------- 2'x2'Shingled 203143116001 r------------ ---------------------- piers with caps 2x2'Shingled piers with caps 203 143119764 fax ---------- -4z -------- ----- %00 Wood railing info@doylecoffinarchitecture.com Seat Covered Porch " oy eco nare itecture.com Wood steps B 5 Shower CID 100. F Structural Engineers Framer gla 12"Square Tuscan columns on N.J. Mazzaferro,P.E.-Professional Engineer 12"Bumpout to the floor,no foundation, Deck shower nclo re- 24"x24"shingle pier with cap P.O. Box 57 beadboard panel below windows 1 20'-0" 23'-9" Pool Bathroom 6� Greenport,NY 11944 10, T: 516145715596 r-o,, 10, 71-011 of e- 4 6-0 1/2" 6-0 1/2" loo Shingle sweep(4"x 36")above 9 1/ .1/_ Trimmed post 5/4x1 2 water table board 6-0" 9'-o" 6-01, 4'-8" 10 Landscape Architect 7 7r 7r 7r 7r 3, 0 Brook Clark Landscape Architects NJ ..............llllllllllllllllllllll Window Seat 75 Glen Road,Suite 312 IS,\ L un ry Sandy Hook,CT 06482 U6:) 137 Do 9' T: 203127519255 Coiling screen doo Coiling screen doo Trim d post Sink 104 I's ui CO CO 12"Square Tuscan olumns -1 1 // Mudroom C rator- 2'-0" -81, 2'-0" Gas fireplace,thin- e----- stone veneer over framed chimney 2� — - — - — - — - — Covered Porch (0 CS V-2 ry L I M Sink Gas -- -1 = N BO - _r 9 1 FP to Wine/Bar it �Gas fireplace,th n- cv C� Gas t GV 1P ro stone veneer ov r CO 'V Guest Bedroom#2 FP Note:8'-0"Window head height, framed chimney Note:8'-0"Window head height, 0 typical all first floor windows 12'-0" Cks typical all first floor windows rv ------- IV Interior windowNote:First Floor radiant heat 2'-1 1 1/2" 5'-6" 11-101, 2'-8"RO 0" 9"v 3'-2"RO -6 �co /V /V 71 — — — — — — 2--1 0" V 2'-0' 00. 5'-5"RO 101 Z_ D 24'-0" Lo '0. 2x6 Wall L Thickened wall fran ing for door pockets Linen 121T �'J 1"K NOTES > a) _I_- See-Through gas firepla-,e, 0 U) w 0 thin-stone veneer over 0 framed chimney 122 bo B Jack&Jill Bathroom#1 G 3� Built-in curved seat Closet 9 9 F11 9 V-2 T-9 1/2" 6-0" co I Fireblocking as Dining N /7i - —1 1�9 0 recommended by fireplace 4 Great Room manufacturer&NYS code -7 Corridor Ref. North U) -.6" 14 2'-6" Shower /I I f] I / 4'-T' El ____n - 2x6 Wall CD Second floor wall above F 5'-5"RO 3: co N I ! Double c4 ovens 16" NEW CONSTRUCTION 0 - --- -- -- ------------- I- --- ------- - w M 01-011V 6'_1 o'. FOR THE 6-10" 8'-4" c� 3 VA SEEI-r-GRANDE 12"Square Tuscan columns Island 9" T-2"RO I/ 17, f, Y_�_i -c") ff-L',24"RO v Range RESIDENCE &hood ZD 116 co Study Entry (D T DNI14R UP 18R cli 60 GM Microwave _*-2�Z'_ 7 1 7 495 AUGUST F Basement Stair bo Re I-TL-)ST ROAD Finished 9"Treads,7 3/4"Risers Powder R or -- -- -- I r 113 1 GREENPORT NY1 Landing co 1944 on(4)2x12 stringers Ixo Kitchen Wood handrail @ 34" 2'0" 5'-2"( F_ 14'-2 1/21, above nosing of treads 4'-7" 51-0 1/2". IS-SUED FOR CONSTRUCTION 06/10/2024 C) REVISIONS 20'-0" DW DESCRIPTION DATE Gable ------T_ Sink - ----- 9 1 F---- T 6'-6" 6'-6" Window Seat 7-6-11 7 9 12"Bumpout to the floor,no foundation, - 3'-7 7/8" UPT CoVered Entry Porch Shingle sweep(4"x 36")above 6-0 1/2" 6-0 1/2"1 9 T 5/4x1 2 water table board beadboard panel below windows lo.-oll 2nd Floor{Stair 20'-2" co 9 J0/ (N 12"Bumpout to the floor,no foundation, F_ C, 4'-1 1 1/2" -11 1/2" �11 /I beadboard panel below windows Landing 1 9 lol- 4' 7r G 4'-1 1 1/2" 9'-6 1/2" LO 5 5 [P.A. EEF PRINCIPAL P C A3.2 Sim <(A3.2)Sim 1 12"Square Tuscan columns on 24"x24"shingle pier with cap PROJECT# 1035 [SCALE 1/4" 1 1-01, L---- _T------------- Wood steps Tapered stone veneer F -6 5'-6" 5'-6" .01,------------ 7-6" CONSTRUCTION DOCUMENTS -------- -- -------- rt 14'-6" 111-01, 18'-6" Wood railing 20'-0" 4 Masonry opening at window; 2'X2' hingled r Gable stone lintel&sloped sill ---------------L------- piers with caps First Floor Plan UP 6R rA'-O" DOYLE COFFIN ARCHITECTURE,LLC 2024 FS- H SHEET FIRST FLOOR 15' vv"' 'x2 pier 6-0112- ��3 �A 9l. �25095 FN - 6/11/2024 2:00:23 PM 2 3 I 4 5 6 7 1 8 9 I 10 10"0, 2 L A '0- 5 OYLE I C FFIN ARCHITECTURE Storage Shed Doyle Coffin Architecture, LLC 158 Danbury Road Ridgefield, Connecticut 06877 203143116001 103143111764 fax info@doylecoffinarchitecture.com 2-Car Garage doylecoffinarchitecture.com B Structural Engineers N.J. Mazzaferro, P.E.-Professional Engineer P.O. Box 57 10"0. Greenport,NY 11944 T: 516 1 457 1 5596 i F Landscape Architect Brook Clark Landscape Architects 75 Glen Road,Stifte 312 Sandy Hook,CT 06482 i T: 203127519255 '6 Cad/0. - L FF C A2.1 2 10',O� UP14R -------- A2.2 ----------- 2 10, 0. 0 B ro 20'.0" 23--g-, Deck V Laundry a -0& ink D Mudro 5 C14 --- Covered Porch Gas L ine/BaFin f Guest Bedroom#2 Ga. FP FP 14 17-0" NOTES VV @ 51 _1P o) r—ja Ilia Jack& Jill athro0a IT Closet a Dining 9 9 P Storage Shed B Corridor Ref. North co LL CD E ! @ co L Pull-down access ladder -------- -------- 11Z, NEW CONSTRUCTION Now 3 -k 0 Island FOR THE [E Study 1 UP 17R ZD Kitchen co A3.4 SEEIrGRANDE 2-Car Garage_h i Covered Entry Porch RESIDENCE UPT 9 20'-2" 9 9 Landing F ZD 495 AUGUST ROAD C3 li 13 ? 31 GREENPORT, NY 11944 4 A2.2 ------------ ISSUED FOR CONSTRUCTION F� 06/10/2024 pr REVISIONS UP 6R W-T 18'-6" 20'-0" V 7r 7F DESCRIPTION DATE CA-4- Gable 10"0. FIRST FLOOR- HOUSE+GARAGE 1P PTC RINCIPAL A. EEF '0- (0 �] FP [P�ROJECT# 1035 [SCALE As_i�ni c aTe d CONSTRUCTION DOCUMENTS First Floor Garage Plan DO IN ARCHITECTURE,LLC 2024 FED H SHEET T CO FIRST FLOOR GARAGE 1/4"= V-011 0 5 OF 6/11/2024 2:00:26 PM 2 3 4 5 6 7 8 9 10 A " OYL -0 I COFFIN T ARCHITECTURE 2 3 Doyle Coffin Architecture, LLC Collection box&downspout for roof deck gutter A3.3 158 Danbury Road Ridgefield, Connecticut 06877 203143116001 ---------------------------------------- 203143119764 fax F—————————————————--————————————————— info@doylecoffinarchitecture.com doylecoffinarchitecture.corn BI ------------------------------ Structural Engineers N.J. Mazzaferro,P.E.-Professional Engineer P.O. Box 57 20'-0" Q Greenport,NY 11944 Standing seam metal roof A3.1 Architectural asphalt shingle roof,typ. O \ T: 516145715596 I over window bump-outs 36"x36"Access door 100 Landscape Architect Standing seam metal porch roof Brook Clark Landscape Architects Shingled kneewalls 75 Glen Road, Suite 312 Sandy Hook,CT 06482 under roof Low wall with cap T: 203 275 9255 Cable railing system Screw-attach(3)deck boards along K T__ ✓ M Cheek We ewall(c_D 4'-0"AFF the railing to access built in gutter C T-6" @ 4'-U'AFF Kneewall Typical Roof Deck Kneewall @ T-O"AFF Decking as specified Tapered 2x6 PT Sleepers @ 16"oc,bottom pitched 114"in12" High awning windows with beadboard panels below 1 00mil Sheet Membrane Waterproofing Tapered 2x8 PT Sleepers @ 16"oc,top pitched 114"in 12" T.O.IPlate @ 8'-O"AFF LO 2 — — — — — — - Liquid Membrane Waterproofing V.2 3/4"T&G Plywood Subfloor E C) 0 9 1/2"LVL Deck Joists @ 167oc Bedroom#3 7 1 Closed-Cell Foam Insulation:R-50 Ice&water shield lo 18" 1/2"Gypsum Board p U) vertical wall!&18"over roof, L-0 9'-0"Flat Ceiling20'-0" @ alum.'flashirg,typical T.O.Plate @ 8' Gable T-1' 3'.1" 0'A' O"AFF of Built-in gutter under decking 10'0" Shed dormer cheek wa oe Roof Deck 3'-6" T.O.Plate @ 9'-O"AFF L 2x6 Wall 00% for shed dormer LO 2x6 Cheek Wall 71_K_n�ewall @ T-O"AFF D ! Knrwall @ 4'-0"AF 7- 1/2" o 3 (9) /1 2'-8"ROI '..6" 2'-2"RO 7-5 1 2 Kneewall @ 4'-0" Kneewall @ 4_0"AFF T Built-ins above 2nd Floor It I I — ____ ____--- --____ — —N LO 10. F 4-�'K 0?' 1 1 NOTES CX/ M Wait, \—T.O.Plate @ 9- "AFF I Kneewall @ 16'-0"AFF 1�1 6 3/4" for shed dormer A.— o Linen False-framed 7r, False-framed I sloped ceiling sloped ceiling 2'-0' C14 Closet#3 Cable Railing @ 367AFF W ; L — — — — — — — — — — Cl) 65"TV 0 1--_-Cable ------ ----------------------------------L------------- I a &Jill Bathroo #2——_9� 0 Open to below 213 CO Header @ T-9"AFF Q Gas 3 Primary Bedroom#1 N Ln CD 0 FP T 110'-U'Flat -I - I 91/2 —Hal—1 Ceiling I A Tub ----------- C'� 4 5'-6" �2 'D Flat Ceiling @ T-9"AFF Ref. North —————————- Lr) 9 tff*Closet A False-framed False-framed E 19'-0"Flat U) sloped ceiling 9 sloped ceiling Shower Ceiling - Kneewall @ 4'-0"AFF 209 04 00 I M wait CU �p Kneewall @16'-0"AFF cli NEW CONSTRUCTION 12'-4" 2'-6" �2'-2"RO 2'-5 1/2" 0 24-0" 6" 2'-8"RO V-4" 2'-5" 2'-8"RO I i 9 FOR THE 3" 1 1/2" (207 _j K ewall @ 7'-0"AFF jn N- ,I dri Halfwall wl glass 2x6 Cheek Wall Kneewall @ 4'-0"AFF 0 01 T-1- 3'-1" 17 L M Wall T-6" 4'-T' CL rL 1/2 202 0 N I 4 1/2" Seat T.0 Plate @ 8'- "AFF i T.O.Plate @ 9'-0"AFF9 4'-,2"RO 2'-2" SEEIrGRANDE i F �9'-D"Flat Primary Suite ;;t -3 1/2" 00 Glass shower C14 iv Ceiling fzO C14 enclosure w/doors beadboard panels below 10, 9 j Al RESIDENCE High awning windows with T.O.IPlate @ 8'-0"AFF 14'-2 1/2" co� (2w Wet oom Bedroom#4 1 Primary Bathroom = r---i i i z 0 v%(-4J 9 0 rr E Closet Linen Z9 L J zn 0 1 Tub C) 0 i i — 495 AUGUST ROAD C) 9'-0"Flat Ceiling 6'-10"Kneewall F C14 DN 18 417" 4'-2"RO 5'-5" 19'-0"Flat U) Ceiling S wer C14 U) 2nd Floor Stair Primary /Al 74" 7 LGREENPORT,l NY 11944 9"Treads,7 1/4"_____ Closet I Risers 'F1 I ISSUED FOR CONSTRUCTION Note:7'-0"Window head on(4)2x12 stringers ------ CableCloset shelving system cc )N 06/10/2024 I &newel hei#,typical all second Wood handrail @ 34" floor ndows 5'-0" T.O.Plate @ T-10 1/2"AFF F_ 2x6 Cheek Wall I REVISIONS above nosing of treads C14 Kneewallb 4'-0"AFF I A DESCRIPTION DATE Kneewall @ 7'-0"AFF d ------ ------- r 0 �j 2x6,Gheek Wall f_� Knjewall @ 4'-0"AFF ------ Toilet Egress ------------ 9 V ----------- - ---------- 7'%00 --- Ice&water shield to 8"up -0 @ T-6 3'2 1/2" IL vertical wall& 8 1.ovi-r roof- A 0 alum.flashing,typical 001 101-01, Standing seam metal roof 9 T CL High awning wi�dows with over window bump-outs 101-01, G � Standing seam metal roofj Landing 7 1 over Window bump-outs 9 IN beadboalrd panels be ow LPIRINCIPAL EEF] rr) 8 : L __ 1%L4j Note:7'-0"Window head height, 4" H Standing seam metal porch roof typical all second floor windows PROJECT# 1035 SCALE 1/4" -0-] 7 _�� @ I Ice&wate shield to 18" vertical wall& ------ --- ---- --- -=tj 18"over r\cof,alum.step fjalshing,typical: CONSTRUCTION DOCUMENTS --------------- ---------- ----------- ------- Tapered stone veneer tower 11-111, 3'-7" 3'-T' 1._1 1. -------------14!-51a'-___—__— Stone cap 4 Shed Wrimer Second Floor Plan CL CL CL --- ------T.O. Plate at Stair Tower @ 9'-0"above Second Floor L 7K 14'-6" 20'-0" 7K Gable C DOYLE COFFIN ARCHITECTURE,LLC 2024 3 2 ��,\��EDgr,C�l� H ! A3.1 3-1 SEC OND FLOOR 0 N E\14 6/18/2024 2:09:30 PM 1 — --�- -- -- - -- ----- -- --- -- - �- ----- - - - 3-------------- --� 4 I 5 -1------ - - -- 6 ---- ------- I 7 I -- ---$ -- - - 9 - ---- - -- I 10 I A2.2 i 2 I ! A -"', OYLEI COFFIN ' ., i 1 AR. CHITECTUR. E Doyle Coffin Architecture, LLC 158 DanburyRoad Ridgefield, Connecticut 06877 203143116001 `\ Unfinished Storage Loft 203143119764 fax o j info@doylecoffinarchitecture.com doylecoffinarchitecture.com BI - 3 - - - - - - o Structural Engineers N.J. Mazzaferro, P.E.-Professional Engineer P.O. Box 57 Gr 11944 Tn516 l 45 15596 - - - Landscape Architect Brook Clark Landscape Architects 75 Glen Road, Suite 312 I Sandy Hook,CT 06482 T: 203127519255 ! i C i 2 - Roof Deck - 2q Bedroom#3 5 TES Hall Primary Bedroom#1IL _- �, Kneewall @ 6'-0"AFF Ref. North �y - �— --- Primary Suite j ti NEW CONSTRUCTION Primary B rob \ \ � _ " Bedroom#4 ' _ ,, - FOR THE - ' - \ - i � Pull-down access ladder Primary Closet I ry o \� B -- I \ SEEIrGRA_NDE - Unfinished Storage Loft RESIDENCE ! F 495 AUGUST ROAD GREENPORT, NY 11944 - .- K - - -- - -- - �a ISSUED FOR CONSTRUCTION � 06/10/2024� j REVISIONS I Q DESCRIPTION DATE 2 SECOND FLOOR- HOUSE+GARAGE Kneewall @ N°` N .� 6'-10"AFF 2 CID A3.4 G ---------- 0 PRINCIPAL PTC P.A. EEF \ PROJECT# 1035 SCALE As indicated ti o = I CONSTRUCTION DOCUMENTS o � ! T 2 6= � ! 4 � �. " Second Floor Garage , ti Plan 1 A3.4 --- - - --- [�CDOYLE COFFIN ARCHITECTURE,LLC 2024 H 9,EDAj� SHEET CO r- j Viol 1 SECOND FLOOR-GARAGE A , r 11-01, ��A 4 O?50 F N 4F, E�1.-� l I 6/11/2024 2:00:44 PM 1 2 3 4 5 6 7 8 9 10 -- ----- - ------- --------------------------- - - - - ------ -- - -- ----- --------- - - - L- -- - -- - - --- - -- - - - � -- - - --- �- ---- -�-- ------ - - .. . - IF I I i I I A2.2 j I 2 I �YLE I COFFIN I ARCHITECTURE % " i Doyle Coffin Architecture LLC i y , I = " 158 Danbury Road 5 12 J 10� -'` Ridgefield, Connecticut 06877 203143116001 203143119764 fax info@doylecoffinarchitecture.com B 12 12 --- doylec- ---_ - -- o inarchitecture com ®3 3 v► F - -'- \- Structural Engineers N.J. Mazzaferro,P.E.-Professional Engineer P.O. Box 57 - Greenport,NY 11944 — " T: 516 1 457 1 5596 2 - -- 3® - --- Landscape Architect \\ Brook Clark Landscape Architects _ \ 75 Glen Road,Suite 312 12 \ Sandy Hook,CT 06482 3 ! T: 203127519255 C O -12 _ 3 A2.1 \ r 10 ------------- -------------- O 12 - I ®3 --- 12 / _W 12 �5 \ ❑ ❑ ❑ ❑ _ \ 4 10 12 ®6 12 _ mr =-12 I 101 -- - -_ _ ✓' l � 2 =3. 9 _ Q Railin ROOF PLAN-GARAGE NOTES 10 12 3/16"= 1'-0" i I I 12 - 4® --- — Roof Deck Porch Roof Cricket --- Ref. Nort E NEW CONSTRUCTION 12 7® - - - -12 6� ®312 - - -- - 12 I 716 12 6® I RESIDENCE 12 -- - - - _ - - - m_- _ 12 _ _. -_ _. = =„-Cricket �_... _ g - \` F -lop 495 AUGUST ROAD L- i GREENPORT, NY 11944 I I ISSUED FOR CONSTRUCTION F06/10/ 022 4 I REVISIONS DESCRIPTION DATE 12 1 1 121 _ - - -• 4® -- 312� - - - ! 12 — Cricket - - 10� - - 12 G = J 10 _ 6® s - - _ - ----- - - - -- _ J [RINCIPAL Checke� P.A. - Author] I Porch Roof I PROJECT# 1035 [SCALE 3/16"= 1'-0" ---------------- — 12 4® 12 CONSTRUCTION DOCUMENTS ®s I � ®s 12 6® - Roof Plan r -- I- _________________ ------------- a a -- DOYLE COFFIN ARCHITECTURE,LLC 2024 HI E�ED q/qC—� s EET 0j Ot ¢ T. CO �4 4Z •"Z` --i 1 Inv ROF PLAN A1.7 3/16"= 1'-0" A -0-1 A, �0, I - OF NEB -- L- - 6/11/2024 2:00:50 PM 1 2 3 4 5 6 7 8 9 10 2'-5 1/4 V 7-5 1/4" V2'-1 1/4" -N ——— Window Note:Tempered glass L:d L A.F.F., at all stair locations, at all bath E0 OVAL-JEJ I C O I N A required for any window below 18" tub locations, at all side lites and at any window within 24"of any door. A R C H I T E C T U R E OA 2020 Marvin Ultimate Double Hung Marvin Ultimate Double Hung Marvin Ultimate Double Hung Marvin Ultimate Double Hung Marvin Ultimate Double Hung Marvin Ultimate Double Hung Marvin Ultimate Double Hung Fene Stretch Code Note: Fenestration U-factor for windows& UDHG2 2428 UDHG2 2428-2 Wide UDHG2 2428-3 Wide UDHG2 2424 UDHG2 2424-2 Wide UDHG2 2424-3 Wide UDHG2 2026 glass doors shall be 0.27. Doyle Coffin Architecture, LLC RO 2'-6 1/4"x 5'4" RO verify with manufacturer RO verify with manufacturer RO 7-6 1/4"x 4'-8" RO verify with manufacturer RO verify with manufacturer RO 2'-2 1/4"x 6-0" 158 Danbury Road 7/8"SDL 7/8"SDL 7/8"SDL 7/8"SDL 7/8"SDL 7/8"SDL 7/8"SDL Ridgefield, Connecticut 06877 Extension Jambs Extension Jambs Extension Jambs Extension Jambs Extension Jambs Extension Jambs Extension Jambs Double Pane, Low E Glass Double Pane, Low E Glass Double Pane, Low E Glass Double Pane, Low E Glass Double Pane, Low E Glass Double Pane, Low E Glass Double Pane, Low E Glass 203143116001 203143119764 fax info@doylecoffinarchitecture.com doylecoffinarchitectu B V 3'-5 1/4" V 4'-6" T L-- - - rc-C7�j V 3'-51/4" Structural Engineers N.J. Mazzaferro,P.E.-Professional Engineer iv P 2'-6" 4'-0" V 4'-6" P.O. Box 57 V Greenport,NY 11944 —T1 —11 2'-6" V T: 516 1 457 1 5596 !R-O Landscape Architect Brook Clark Landscape Architects 75 Glen Road,Suite 312 Marvin Ultimate Double Hung Marvin Ultimate Specialty Shape Marvin Ultimate Specialty Shape Marvin Clad Ultimate Awning Marvin Clad Ultimate Awning Marvin Clad Ultimate Awning Marvin Ultimate Double Hung Marvin Clad Ultimate Awning Sandy Hook, CT 06482 UDHG2 3628 E Rectangle 4'-6"x 5'-9" Rectangle 2'-6"x 5'-9" UAWN3020 UAWN3032 UAWN4832 UDHG2 3624 LICA 3044 T: 203127519255 RO T-6 1/4"x 5'-4" RO verify with manufacturer RO verify with manufacturer RO 2'-7"x l'-7 5/8" RO 2'-7"x 2'-7 5/8" RO 4'-1"x 2'-7 5/8" RO T-6 1/4"x 4'-8" RO 2'-7"x T-7 5/8" L -- Egress Window Egress Window: 5.93 SF clear Egress Window:6.04 SF clear 7/8"SDL 7/8"SDL 7/8"SDL 7/8"SDL 7/8"SDL 7/8"SDL Extension Jambs Extension Jambs Extension Jambs Extension Jambs Extension Jambs 7/8"SDL 7/8"SDL Extension Jambs Double Pane, Low E Glass Double Pane, Low E Glass Double Pane, Low E Glass Double Pane, Low E Glass Double Pane, Low E Glass Extension Jambs Extension Jambs Double Pane, Low E Glass Double Pane, Low E Glass Double Pane, Low E Glass WINDOW TYPES 1/4"= l'-O" D DOOR SCHEDULE DOOR DOOR FRAME NOTES THICK HEIGHT LOCATION WIDTH TYPE ACTION MATERIAL FINISH TYPE FINISH HARDWARE NOTES Basement Garage 1,1-0 Gil 2-Car Garage 9 8'-0" 2" D Overhead Wood 1 9-0.1 Overhead Wood G12 2.-Car Garage 8'-0" 2" D G13 2-Car Garage T-O" T-0" 1 3/4" G Swing Wood G14 2-Car Garage T-O" T-O" 1 3/4" G Swing Wood Ref. North G15 2-Car Garage 31-01, T-O" 1 3/4" H Swing Wood El First Floor 101 Great Room 17'-6 T-1 0 2 1/4" A Bi-Parting Glass 31/32" 23/32" Pocket 102 Covered Porch 91-01, C Coiling Wood/Screen ---- NEW CONSTRUCTION 103 Entry T-3" 8'-0" 2 1/4" E Swing Wood 104 Guest Bedroom#2 T-O" -8-0- � 1 314" F Swing Wood FOR THE 105 Dining T-O" 1 3/4" F Swing Wood 106 Wine/Bar T-O" 8'-0" 1 3/4" F Swing Wood ❑111E 11 ❑11 1 107 Laundry T-O" 8 1 3/4" F Swing Wood 108 Mudroom T-O" 8'-0" 1 3/4" F Swing Wood SEEIr-GRANDE 1>109 Mudroom 4'-0" 8'-0" 1 3/4" L French Pair Wood 1 110 Mudroom 4'-0" 8'-0" 1 3/4" L French Pair Wood RESIDENCE 1> 111 Pool Bathroom 2!-6" 8'-0" 1 3/4" K Swing Wood i 112 Powder Room 2'-0" 8'-0" 1 3/4" K Swing Wood 113 Entry 4'-0" 8'-0" 1 3/4" L French Pair Wood X 116 Corridor T-O" 8'-0" 1 3/4" K Swing Wood 495 AUGUST ROAD F1 L LA 117 Study 5-0 8'-0 1 3/4" L French Pair Wood 1 GREENPORT, NY 11944 118 Study 2'-6" 8'-0" 1 3/4" K Pocket Wood @ @ 119 Guest Bedroom#2 3'-0" 8'-0" 1 3/4" K Swing Wood Marvin Clad Ultimate Marvin Clad Ultimate Centor Screen&Shade System Overhead Garage Door ISSUED FOR CONSTRUCTION 06/10/202 120 Closet 2'-6" 8'-0" 1 3/4" K Swing Wood MultiSlide Door Sliding French Door S2 9'-0"x 8'-0" REVISIONS 121 Jack&Jill Bathroom#1 2'-6" 8'-0" 11 3/4" K Pocket Wood Bi-Parting Pocket 2-panel door Single Function System 1 122 Jack&Jill Bathroom#1 2'-6" 8'-0" 13/4" K Swing Wood 4-panel door unit USFD8070 DESCRIPTION DATE 123 Wine/Bar 8'-0" 8'-0" 4 RA" M Sliding Glass UMSDPKT12080 PXX-XXP A �0 7/8"SDL[Vertical] — 7/8"SDL[Vertical] Extension Jambs 6 q BOB" a Extension Jambs Double Pane, Low E Glass 402 Double Pane, Low E Glass 44 WAF�' 135 Covered Porch 6'-0" 8'-8" C Coiling Wood/Screen 136 Covered Porch 16'-0" 8'-8" =:=C Coiling Wood/Screen 137 Covered Porch 14'-8" 18'-8" C Coiling Wood/Screen Second Floor G � 201 Primary Bedroom#1 8'-0 5/8" T-2" 1 3/4" B Sliding Glass 202 Primary Bathroom 2'-6" T-O" 1 3/4" H Swing Wood PRINCIPAL _PTC P A. _EE 203 Primary Suite 2'-0" T-O" 1 3/4" H Swing Wood 9 9 9 9 BO 60 bo ROJECT# 10M] CALE 1 9 9 9 S 204 Primary Suite 4'-0" T-O" 1 3/4" J French Pair Wood EP F ------------- - 205 Primary Closet 4'-0" T-O" 1 3/4" J French Pair Wood 206 Primary Suite 2'-8" T 2'-6" T-0" 1 3/4" H Swing Wood-O" 13/4" H Swing Wood CONSTRUCTION DOCUMENTS 207 Bedroom#4 1 L I I"",-1 11 208 Closet#4 2'-0" 7'-0" 1 3/4" H Swing Wood 209 Jack&Jill Bathroom#2 2'-6" T-O" 1 3/4" H Swing Wood 4 210 Bedroom#3 2'-6" T-O" 1 3/4" H Swing Wood T) Schedules 211 Closet#3 2'-0" T-0" 1 3/4" H Swing Wood Simpson Door Co. Simpson Door Co. Simpson Door Co. TruStile Door TruStile Door TruStile Door TruStile Door 212 Bedroom#3 2'-6" T-O" 1 3/4" H Swing Wood 4'x8'Craftman Entry Door Craftman Entry Door Craftman Entry Door Interior Entry Door Interior Entry Door Interior Entry Door Interior Entry Door 213 Jack&Jill Bathroom#2 2'-6" T-O" 1 3/4" H Swing Wood with 1-6"Sidelites 37226 37226 TS2200 TS2200 TS2200 TS2200 214 Toilet 2'-0" T-O" 1 3/4" H Swing Wood (or 7226) (or7226) 2-Panel,flat panel, 2-Panel,flat panel, 2-Panel, flat panel, 2-Panel,flat panel, L@ DOYLE COFFIN ARCHITECTURE,LLC 2024 G16 Unfinished Storage 2'-6" T-O" 1 3/4" H Swing Wood 7/8"SDL[Vertical] square sticking square sticking square sticking square sticking 1 I 1 1 Extension Jambs 7/8"SDL[Vertical] 7/8"SDL[Vertical] 'EDA/p� Double Pane, Low E Glass Extension Jambs Extension Jambs Hi T Co Double Pane, Low E Glass Double Pane, Low E Glass DOOR TYPES A' 2M 1/4" 11 1 & j% 0 50 0 —1 L 6/13/2024 12:32:36 PM 2--- -- -L--- - - " - 3 -- 4 5 - I --6- - ----- 7 8 I 9 I 10 ri i \ J Q � I A i Composite Eave&Rake Fascia:1x3 on 1x10,paintedD" O �LEI COFFIN Stone chimney Stone chimney Standing seam metal roof =`a a c'; +�I 9 Y P Architectural asphalt shingle roof Shed dormer Brackets&trim at the Shed dormer Cable railing system on low wall with cap P g Shed dormer :° q� d -� ,. Cricket(behind) Cricket octagon bumpouts A R C H I T E C T U R E Standing seam metal roof �^�--- • _ r Shed dormer _ r _ owe Ulm m — / -Second Floor -� Second Floor �. �A 101 , I , { I I i,l I F,-/,!. ,I I ,rY�s ,,^r`I I ";�: �' I IC",.� :r'" •�� { �/A !� ��'�/ .1 �Ayl}. � -- (( I t J� I First Floor :l�t �1 t '. --- ---- - -,r" ,. ...� .. , Firs 0" t Floor ,I y Collection box&downspout Outdoor shower Roof eaves align Decorative wood railin 12"Square Tuscan columns beyond 2'x2'Shin led piers with caps 12"Bum out to the floor,no foundation, Wood steps 2'x2'Shingled 12"Square Tuscan Outdoor shower 2'x2'ShingledJ 12"Square Tuscan columns beyond q y Shingle sweep above P j 9 9 q Y 9 P P P piers with ca s columns on 24"x24" for built-in Roof Deck gutter beadboard panel below windows,brackets P P piers with caps 5/4x12 water table board 1 NORTH ELEVATION 2 NORTHEAST ELEVATION shingle pier with cap A2.1 3/16"= 1'-0" -{ Standing seam metal roof Architectural asphalt shingle roof ✓ v Stone chimney beyond Brackets&trim at the4,7 ' octagon bumpout Standingseam metal roof - - ----4 - -- x --.• PRELIMINARY NOT FOR CONSTRUCTION - f / ' ` :w i -'�' I INFORIMATIIONAL PURPOSES ONLY AND IS NOT _ yam- y - :- ' INTENDED FOR CONSTRUCTION.DO NOT START D �� w� � _„�_,.,,.,,,.,.,,,_... CONSTRUCTION WITHOUT A SEALED SET OF Brackets&trim at Tower—f�'` - � "--• — `- - -- :� _,_' _ ...... CONSTRUCTION DOCUMENTS FROM THE ARCHITECT. Windows as scheduled&trim � I: Stone cap L _.. . 1. ...._ 1�.', NOTES Tapered stone veneer , --ram_ - s"s `^J jA jA ,1 stair tower beyond Second Floor Floor 12"Square Tuscan columns on " f-_--- - 24'k24"shingle pier with cap 12"Square Tuscan columns on 2'x2'Shingled 24'k24"shingle pier with cap - '" ?.. � ! ! I , , piers with caps Ref. North E Wood railing 2'x2'Shingled piers with caps - ._W RUCTION v14 FOR THE First Floor i �oll , 11 ' �r - - -- --- - - - - l - - - i I — I I � Cedar shingle siding with woven corners,stained Shingle sweep(4"x 36")above SEEI rGiIL'1.L\DE 5/4x12 water table board RESIDENCE 3 EAST ELEVATION A2.1 3/16"= 1'-0" j F Architectural asphalt shingle roof 495 AUGUST ROAD Standing seam metal roof Composite Eave&Rake Fascia: Shed cheek walls, s,h sloped bongo siding GREENPORT, NY 1 1944 j Cricket between roofs 1x3 on 1x10,painted on cheek walls,shingle siding on front Brackets&trim at Tower -�- �=" Garage beyond ISSUED FOR CONSTRUCTION 06/10/20247 Shed dormer with sloped board sidingill 1 REVISIONS on cheek walls,shingle siding on front �`j / ® _ - - = - / _ Brackets&trim at the 'f + octagon bumpouts DESCRIPTION DATE Brackets&trim at the 't ` octagon bumpouts �7{( G --- J " -a.--� �. .Ij - I, -- ---- -" -- -- �-•. - High awning windows with '"' �"" ""'"""" '- - 1' 7 _; i' ,,, {. -. [RINCIPAL PTC CA. EEF J beadboard panels below Second Floor _ ` i-- - - - - -- - -- - --- - - - - - - - - - - - - -- - - - - - ----- - --- -- --- 1L � [PROJECT# 1035] SCALE 3/16"= V-0" CONSTRUCTION DOCUMENTS � �`�fly 1 If �f� Elevations Shingle sweep4"x 36" above --A 5/4x12 water table board First Floor - - - — O 0" - T N,J n - - - - --- - ------- - — - - DOYLE COFFIN ARCHITECTURE,LLC 2023 --- - ,�EREDAR SHEET 12"Bumpout to the floor,no foundation, Q� 1" Tapered stone 2'x2'Shingled Wood steps Decorative wood railing 12"Square Tuscan columns on Cedar shingle siding with woven comers,stained y �` beadboard panel below windows,brackets veneer stair tower piers with caps 24"x24"shingle pier with cap l 4 SOUTH ELEVATION rA` A2.1 3/16"= 1'-0" �A -1- -- ---- ---- - - - - --- - - - - - - - - -� L--- OF N 6/13/2024 1:13:07 PM 2 3 4 5 6 7 8 9 10 Architectural asphalt shingle roof A! O` F I N Standing seam metal roof DOYLE I C ' Brackets&trim at the A R C H I T E C T U R E octagon bumpouts Standing seam metal roof Shed dormer with sloped board siding on cheek walls,shingle siding on front High awning windows with beadboard panels below--- Doyle Coffin Architecture, LLC 158 Danbury Road Ridgefield, Connecticut 06877 Architectural asphalt shingle roof 7 203143116001 1 G Brackets&trim at the Tower 203 143119764 fax Architectural asphalt shingle roof H info@doylecoffinarchitecture.com Windows as scheduled&trim doylecoffinarchitecture corn Stone cap 131 7 Structural Engineers — - — - — - — Second Floor A--� — — — — — — — — — — — — — — — — — — — — — — — — — — -1. . .- I — P 11.4 N.J. Mazzaferro,P.E.-Professional Engineer P.O.Box 57 Greenport,NY 11944 Tapered stone veneer T: 516145715596 stair tower ------------- Cedar shingle siding with woven comers,stained Landscape Architect Wood railing&steps Brook Clark Landscape Architects M1 FM ANI A A 75 Glen Road, Suite 312 011 7' 2'x2'Shingled piers with caps Sandy Hook,CT 06482 -2%_ Shingle s%Aeep T: 203 1 275 1 9255 -71,'�j L FirstFloor I F 0.. F I T-4 C ....................... Wood deck&steps Decorative L 12"Bum out to the floor,no L Shingle sweep(4"x 36")above Cedar shingle siding with wood railing j __j j foundation,beadboard panel 5/4xl 2 water table board woven comers,stained below windows,brackets Basement egress window in window well WEST ELEVATION 3/16" V-0" IF D Architectural asphalt shingle roof Standing seam metal roof at shed dormers NOTES Shed dormer with sloped board siding Roof opening for Roof Deck,see plans on cheek walls,shingle siding on front Shed dormer with sloped board siding V on cheek walls,shingle siding on front 71 1 x3 on 1x10,painted Standing seam metal porch roof Composite Eave&Rake Fascia: Ref. North _UB Composite Fascia:U6 Eli L E i A C I pg' q�__Qara Garage Floor Garage 2nd Floo_� 8'-10" F_ NEW CONSTRUCTION 12"Square Tuscan columns on FOR THE 24"x24"shingle pier with cap Cedar shingle siding with Ji 11 woven comers,stained Shingle sweep(4"x 36') Cedar shingle siding with woven comers,stained SEEI-rGRANDE k 0 B P - - — - — - — First Floo 0 Shingle sweep(4"x 36'1 RESIDENCE Garage— Gara-qe Door as scheduled --/ 495 AUGUST ROAD F Overhead garage doors as scheduled GREENPORT, NY 11944 r2'� GARAGE NORTH r3 GARAGE EAST 3/16" 1'-0" 3/16" 1'-0" �SSUED FFOC(� 06110/2024 ?NSTRUCTIO-N- Architectural asphalt shingle roof REVISIONS Standing seam metal roof at shed dormers DESCRIPTION DATE • r I-- GI LLJ A [PRINCIPALF ;B7 Bj P.A.LP SCALE PROJECT# CALE 6- 1 Garage 2nd Floor Garage 2nd Floor CONSTRUCTION DOCUMENTS 8 10 8'-10" Composite Eave&Rake Fascia: 1x3 on 1x1 0,painted Elevations I Cedar shingle siding with woven comers,stained Shingle sweep(4"x 36') C DOYLE COFFIN ARCHITECTURE,LLC 2024 44� SHEET H Garage Garage l 8 0 L 4 FE j A- j. GARAGE SOUTH r5 GARAGE WEST ■ 3/16" 3/16"= 1'-0" '5 S 6/13/2024 1:15:19 PNI 2 1 3 ._ 1 4 1 5 1 6 �— 7 1 8 1 9 10 - --- - - Typical Metal Roof Typical Metal Roof Hip framing �I Alum.Standing Seam Panels Alum.Standing Seam Panels Ice&Water Shield to 6'above eave Ice&Water Shield to 6'above eave Rosin Paper Slip Sheet Rosin Paper Slip Sheet 5/8"Zip-System Sheathing 12 5/8"Zip-System Sheathing 2'-0" 3.51® 2x8 Rafters @ 16"oc 2x8 Rafters @ 16"oc 12 2'-0" 6 12 Alum.drip edge flashing,typ. T.O.Plate Stair Tower 6 MAIq - @ - - T.O._Plate @Stair Tower6=11, DOYLEICOFFIN 1x3 on 1x10 Fascia,painted Typical Ceiling 2x10 Ceiling Joists @ 16"oc - Typical Ceiling C i T E T U R E Closed-Cell Foam Insulation:R-50 Cap flashing 1/2"Gypsum Board Cap flashing 2x10 Ceiling Joists @ 16"oc Closed-Cell Foam Insulation:R-50 Stone cap Stone cap _ 1/2"Gypsum Board Cable railing& b) Doyle Coffin Architecture, LLC o - g i o Windows as scheduled g newels as specified 158 Danbury Road Membrane pan 1x4 V-groove soffit,painted Ridgefield, Connecticut 06877 flashing,typical 5/4 x 8 Fascia,painted 3 203143116001 203143119764 fax rh Second Floor _ _ Wood handrail @ 34" Second Floor _ 3 Second Floor Stair <J- tJ-- info@doylecoffinarchitecture.com 11'-0" above nosing of treads q 11'-0" y Tapered stone veneer, Windows as scheduled doylecoffinarchitecture.comm� B masonry ties as spectied Second Floor Stair Masonry opening at _ _ 9"Treads,7 1/4"Risers window,stone lintel& Membrane an on(4)2x12 stringers Typical Floor sloped stone sill iv P Exterior Wall(a Stone Tower c � - flashing,typical Beam,see Structural Engineers Finished Flooring framing plan Stone Veneer 3/4"T&G Plywood Subfloor ^ - N.J. Mazzaferro,P.E.-Professional Engineer Metal Lathe F 11 7/8"TJI Floor Joists @ 16"oc P.O. Box 57 1/2"Zip-System Sheathing r> 1/2"Gypsum Board Tapered stone veneer, @ 2x6 Stud Framing @ 16"oc n masonry ties as specified N Greenport,NY 11944 Closed-Cell Foam Insulation:R-21 T: 516 1 457 1 5596 1/2"Gypsum Board Exterior Wall Stone Tower I Stair Landing Subfloor _ �� Stair Landing Subfloor Q -fI Landscape Architect 3 8' �� 3 8' Brook Clark Landscape Architects 2x12 framed Landing �� Typical Floor M 2x12 framed Landing = Finished Flooring 75 Glen Road Suite 312 °? 3/4"T&G Plywood Subfloor -1 h Window , 11 7/8"TJI Floor Joists @ 16"oc - head ` Sandy Hook, CT 06482 Framing Note at Stairway: oo Closed-Cell Foam Insulation:R-19 _ Windows as Landing First Floor _ Interior face of 2x6 studs above m CD o scheduled T: 203127519255 _ _ First Floor _ _ 0 wall at(3)stair tower walls. � Membrane pan align with interior face of foundation Typical Split Foundation Top flashier, - (2)2x6 P.T.sill plates @ top of stem wall Masonry opening at window; stone lintel&sloped stone sill C� Foam sill sealer I� Typical Furred Wall:2x4 Stud Framing � I ; 3/4"0 x 12" 4'-0"oc 12"max. in from co p a @ 16"oc,closed-cell spray foam 'I°� Beam,see Typical Floor @ _ _ I• insulation to R-13, 1/2" sum boar ___ �� framing plan Foundation shelf for stone veneer 9YP Finished FI oring ; i l l-� •" 0" - I-� I 3/4"T&G ywood Subfloor Typical 18"Foundation Walk i I _ - I �. _ I° �., I . 11 7/8"TJI Floor Joists @ 16"oc 18"Poured Concrete Wall 1 o Typical Split Foundation Top I' Closed-Cel Foam Insulation:R-19 (2)#5 Bars Cont.@ top&bottom of walls 1'-6" 1` Basement Stair k -1 �, _ #4 @ 48"oc - - - - -� Brush-on Bituminous Damp-proofing 1 9"Treads,7 3/4"Risers Typical 18"Foundation Wall: I 1 on(4)2x12stringers ' 1 Typical Footing at 18"Foundation Wall: 12"x30"Poured Concrete Spread Footing with keyway j• 2x PTframed Typical Footing at 18" I Foundation Wall: I (4)#4 Bars w/3"cover a�. Landin I .a Landing �Basement _ _ _ _ ,I Basement _ _ _ _ T 9'-0 1 .p; •is •�,'-'a;:? �1-On 1 - <i.. Y • 1i: w < a 1 11 B.O.Footing_ - - — f � '• n B.O.Footing- - — ' ' •• . . .. ------ -- --- 0'-6" tJ- 10-6 Typical Concrete Slab Floor:R-10ci Typical Concrete Slab Floor:R-10ci 4"Concrete Slab 6x6 1.4x1.4 w.w.f.Reinforcing 2"Rigid Insulation:R-10 @ 2'perimeter D 6 Mil Poly Vapor Barrier 6"Crushed Stone 3 SECTION STAIR RUNS 2 SECTION STAIR - A3.1 1/4"= 1'-0" A3.1 1/4"- 1 -0' NOTES - - -- -- _ ;i Typical Metal Roof Typical Asphalt Shingle Roof Alum.Standing Seam Panels Architectural Asphalt Shingles Ice&Water Shield to 6'above eave Ice&Water Shield to 6'above eave -_ -- Rosin Paper Slip Sheet 5/8"Zip-System Sheathing .P, 5/8"Zip-System Sheathing 2x12 Rafters @ 16"oc -1 s I 2x12 Rafters @ 16"oc -- Framing Note: See SO-1 for Simpson connectors at roof ridge,rafter to wall, - I wall to wall,wall to base plate&base plate to foundation; for fastener information;and for general framing notes. Typical Ceiling 2x10 Ceiling Joists @ 16"oc 3.5® 12 Closed Cell Foam Insulation:R-50 --- -�---° -- 1'/2"Gypsum Board Q 7 � E , Eaves to a ign -b" - - - - - - - - - - - - Topof201at0e L� 4= :, :_ _., -r_xf: _ -- NEW CONSTRUCTION _ __ FOR THE Shed dormer eave trimmed at 6/12 itch to align with stone tower tri �- 1��=_. _, � _ ;T-``--' ----- --- P g Windows as scheduled � - ��- �. ---- - - — — 1 �� -s_ --- ---- — - - ' � !�r��i_1.I L. Standing seam roof kick;6/12 pitch 31 12 � � �- Tom—--_ 1x8 fascia, 1/2"soffit, Cedar Typical Enter Siding 7 �, Membrane P an 1x&1x6 fascia with brackets g g a - 15 ., t- 1- -- -- -HIE � as in Ica --- DuPont Tyvek DrainWrap - 1/2"Zip-System Sheathing o Cable railing @ 36"AFF ----.------ -- --- _ - - - - ToVRate rn 2x6 Stud Framing @ 16"oc -- - R.ANDE Closed-Cell Foam Insulation:R-21 ^ Primary Closet 1/2"Gypsum Board - - oa d �r- -vim o Ima Su > - - - 1 - RESIDENCE o YP ,_ _� Typical Metal Porch Roof ---a__T _T_�'- --- -___-12 ti Alum.Standing Seam Panels -._.. -_ .ti d®. -1 -I -' t Ice&Water Shield to V above eave Typical Metal Porch Roof - � Alum.Standing Seam Panels --- ---�---- -i �� 1 -® 1 Rosin Paper Slip Sheet Ice&Water Shield to 6'above eave 5/8"Zip-System Sheathing_ _ _ _ Second Floor n 495 AUGUST ROAD Rosin Paper Slip Sheet -� � � @ �1 hing ----- i 2x10 Rafters 16"oc 11'-0" 2x10 Rafters 16'oc _, Flush Beam,see Thickened wall framing GREENPORT NY 1 l 944 F 2x1,0 Ceiling Joists @ystem t16 oc ��'_'' ;T 9 �._-: r ,. - g Framing Plan Header,see - g k - - 4 Header,see Framing Plan - - -- --- Beadboard ceiling --- �� -��. _ �- Framing Plan 9 -� FSSUED FOR CONSTRUCTION 06/10/2024 Typical Porch Ceiling REVISIONS Tapered stone veneer stair tower beyond 9 4 - - �� _ Typical Floor y -mob \ 2x10 Ceiling Joists @ 16"oc 12"Square Tuscan columns on 3/4"T&G Plywood Subfloor -Stone'veneer'c 1 - - ' Beadboard,painted Q q - ywo himne Coiling screen door DESCRIPTION ATE 24"x24"shingle pier with cap ;l, d --P P -- 0 11 7/8"TJI Floor Jorsts @ 16"oc - _ g D 1 - At perimeter.Closed-Cell Foam Insulation:R-30 `�� P j: ' — ti x q- - 9'x 12"Square Tuscan columns Wood railing&stairs - z- ---_ =-= L 1/2 Gypsum Board - ! r, � - 9` Typical Deck r - -= ° - Q C q ;. p g .. 2'x2'Shingled _ -. a� 12"Square Tuscan columns �. -1:_�,]! ---- 0 5/4x6 Composite Decking ;m _ rn 2x10 PT Deck Joists @ 16 oc piers with caps � - - :� �} = Typical Floor �.I �} - Gas FP - i� LA - 00 Finished Flooring Ill - a L I r Wood steps,treads to _' -° = 11 8"T I @ - r _ t 1 _T ' ? ' �� I j composite risers A 1.L �5= �., Plywood Subfloor tr 9< �� Closed-Cell/ FoaInsulation:R-19 M. T �_ 2iers with iclads 1-.: �,I 1 1_ - - - _ - i �� - - -First Floor I1 Pp T L- -'�Li + � PRINCIPAL PTC �. EEF - - - - i�� Typical Foundation Top -- 1 1_ U_.l l s i, Foam sill sealerlate I=)I I=)I I=I I I I- C t d I C 1035� SCALE 1/4"= 1'-0" I T ical - - 3/4"x12"gals.anchor bolts @ 4'-0"oc, j- o r- I- stair stringers R - ---- _ _ JECT# Typical CMU Pier • _ 1'-0"max in from comers - 5/4x6 Compo (( CONSTRUCTION DOCUMENTS 24"x24"x8"CMU q 36"x36"x12"Concrete Footing2x8 PT Deck Joi � I Typical Concrete Pier Typical CMU Pier " 'rl- Poured Concrete in I (4)#4 Bars,(2)each way,w/3" I- 24"x24"x8"CMU =I Unfinished Basement Bigfoot Systems 10"0 Const coon Tube 36'k36"x12"Concrete Footing cover,sides&bottom � g 1/2"Ox12"gaty.anchor bolt centered in pier (4)#4 Bars,(2)each way,w/3"cover, Typical 10"Foundation Wall:R-10ci 1"Rigid insulation between slab&founda ion wall Simpson ABU66 Post Base sides&bottom " 10"Poured Concrete Wall w/continuous mastic joint along perimete (4)#5 Rebar,2"min.from face of concrete Sections (2)#5 Bars Cont.@ top&bottom of walls BF24 Bigfoot Systems Footing Forms, Brush-on Bituminous Damp-proofing bottom of pier @ 36"below rade 2"XPS 1/2"De siArmgid Insulation or Interior(Gypsum Panels(interior) -!,_ -> t._: ,,- . :<,z, %a., « , tf<.,.,: r> - - - - -Basemen t� --� ..� �tlhv4 —-- — rr} r �`t 'r�;r:.` i �.: - - ----- - -- C 1'TECTURE,LLC 2024 _ _ _ _ _ _ B.O.Footin D"Y COFFIN AR H Typical Footing at 10"Foundation Wall: Typical Concrete Slab Floor:R-10ci F H 12"x24"Poured Concrete Spread Footing with keyway 4"Concrete Slab �,��RED ARC SHEET (3)#4 Bars w/3"cover 6x6 1.4x1.4 w.w.f. Reinforcing �\ �R T C i 2"Rigid insulation:R-10 @ 2'perimeter 6 Mil Poly Vapor Barrier Q� 6"Crushed Stone As v 1 BUILDING SECTION ENTRY/GREAT ROOM 025085 6/17/2024 11:51:45 AM 1 2 3 4 - 5 6 10 - - - - -- -- _ ---- 7 8 9--- -- -- --- - - ------ --1— I - ----- - I Typical Asphalt Shingle Roof Architectural Asphalt Shingles Rafter blocks to Ice&water shield to 18"up vertical wall Ice&Water Shield to 6'above eave align with roof &18"over roof,alum.flashing,t typical 5/8"Zip-System Sheathing 12 YP 2x12 Rafters @ 16"oc Typical Metal Roof +1 10 True valley Ice&Water Shield to 6'above eave �. Alum.StandingSeam Panels Typical Metal Roof(c0 Bump-Out y Alum.Standing Seam Panels - _ _.. - -- - _- - - - -_ -- -- Rosin Paper Slip Sheet Ice&Water Shield over all - 12 - - 6 5/8"Zip-System Sheathing 12 Shed dormer 12 p p A! Rosin Paper SlipSheet -- - _ - -= 2x8 Rafters @ 16"oc ICOFFIN 5/8"Zip er st@em Sheathing3® 2x8 Rafters 16 oc Closed-Cell Foam Insulation:R-50 Second Floor L� �1 - - - - - - Top of Plate 11'-0" _ _ - - - 20'_0" L1 A R C H I T E C T U R E Typical Ceiling Alum.drip edge flashing, LVL header,see 2x10 Ceiling Joists 16"oc 9.tYP framing plan Clo1/2"G um Boa d ulation:R-5 Window as scheduled Doyle Coffin Architecture LLC Typical Floor , � `� , Finished Flooring 1x3 on 1x10 3/4"T&G Plywood Subfloor 158 Danbury Road • False-framed - i 11 7/8"TJI Floor Joists 16 oc o Fascia, anted @ Ridgefield, Connecticut p _ t 06877 sloped ceiling s g At perimeter.Closed-Cell Foam Insulation.R-30 rn 1x4 V-groove 1/2"Gypsum Board - soffit,painted 203143116001 LVL Header,see Framing Plan Hall CIO `� 203143119764 fax Alum.head flashing& � ' I Railing @ 36"AFF g Jack&Jill 5/4x6 composite trim info@doylecoffinarchitecture.com Bathroom#2 i doylecoffinarchitecture.com B _ _ _ Second Floor -- Window,as scheduled Plumbing down Structural Engineers r Typical Exterior Wall N.J. Mazzaferro,P.E.-Professional Engineer Typical Floor P.O. Box 57 Cedar Shingle Siding Finished Flooring Green port,NY 11944 N a Note:frame for DuPont Tyvek DrainWrap P a 3/4"T&G Plywood Subfloor _ @ see framinfuture g olans 2x6 Std Zip-SystemFraming Shea'S nog T: 516145715596 o m 11 7/8"TJI Floor Joists 16"oc o At perimeter.Closed-Cell Foam n lation:R-30 g p @ - ------- ---- -- , 3 Closed-Cell Foam Insulation:R-21 co v 1/2"Gypsum Board 1/2"Gypsum Board Jack&Jill Landscape Architect Typical Floor Bathroom#1 Brook Clark Landscape Architects Finished Flooring oE 75 Glen Road Suite 312 Corridor Closet > I 3/4"T&G Plywood Subfloor Bearing Wall Sand Hook,CT 06482 11 7/8"TJI Floor Joists @ 16"oc 9 Y Closed-Cell Foam Insulation:R-19 I T: 203127519255 Iypical Exterior Wall 4"x36"Shingle sweep& L Cantilever joists 12", TJI squash blocks,typ. 5/4xl2 Water table trim -� 4 C _ _ _ _ _ First Floor AL Joist V Vertical headboard panels hangers,typ. _First Floor ) I Typical Foundation Top p� Beam,see Note:frame for future framing plans - -u- II�II�' Alum.flashing _ elevator,see framing plans II-Ilt=' I L Beari g Wall Finished Floor Flooring ----- -------- ical 3/4 T&G Plywood Subfloor T ical 10 Foundation Wall. -1 i 5/4x12 Water table trim _ 1x Composite soffit yw Yp R Oc on 2x blocking I 11 7/8"TJI Floor Joists @ 16"oc Flush beam,see 1 I Closed-Cell Foam Insulation:R-19 Bracket,mounted to soffit L; framing plans _Typical Footing at 10"Foundation Wall: I Unfinished Basement •. I � —_- _ - _- -- __ ---� a Typical Foundation Wall _ Basement___n �- _9'_0" V Typical Concrete'Slab Floor:R-10ci Di I I I 5 DETAIL BUMP-OUTS 3 SECTION JACKIJILL BATH L_ A3.2 1/2"= 1'-01, A3.2 1/4"- 1 -0" Typical Asphalt Shingle RoofNOTES 1 Architectural Asphalt Shingles Framing Note: Ice&Water Shield to 6'above eave --- See SO-1 for Simpson connectors at roof ridge,rafter to wall, 5/8"Zip-System Sheathing wall to wall,wall to base plate&base plate to foundation; 2x12 Rafters @ 16"oc for fastener information;and for general framing notes. Typical Metal Shed Dormer Roof y Alum.Standing Seam Panels - Ice&Water Shield to 6'above eave Rosin Paper Slip Sheet x Shed dormer beyond 5/8"Zip-System Sheathing , Typical Asphalt Shingle Roof 12 2x10 Rafters @ 16"oc -__- - Shed dormer 12 �10 Closed-Cell Foam Insulation: R-50 Y—'�` beyond Architectural Asphalt Shingles 10 - - 1/2"Gypsum Board Ice&Water Shield to 6'above eave � --. 12 - -- Yp 5/8"Zip-System Sheathing Ref. North Framed chimney with --- 3® Cricket 2xl2 Rafters @ 16"oc E thin-stone veneer ®4 _ Framed chimney with thin-stone veneer Shed dormer with sloped board siding 2x8 Rafter tails on cheek walls,shingle siding on front Head-off main _ ~ TOp of Plate n NEW CONSTRUCTION - _ v 20'-0' `1 = a e @ Bedrm Dormer -J rafters at shed --� - �- 19'-u Y Ice&water shield to 18"up FOR THE dormers - -'- =--�. - _' vertical wall&18"over roof, Alum.drip edge flashing,typ. �� Typical Ceiling alum.step flashing,typical Typrc Ceiling �'--� 2x10 Ceiling Joists 16"oc 1 8 g @ 1x3 on 1x10 Fascia,painted g @ 1_g" - Closed-Cell Foam Insulation:R-50 - v� 2x10 ilin Joists 1 c p - 1/2"Gypsum Board a - - f 1x4 V rogue soffit,painted f Yp ,�\ 2x8 Rafter tails f dose ell Foam Insul i n-R--5 - 4, r - - U /2"Gy)sum Board m -_ 5/4 x 6 Fascia,painted o 1 Roof Deck I I Primary Bedroom#1 _ o a - __ q Zn To Plate SEE1rG1111L�DE --i - - _-- _--�:_-� - -- 0° °' 00 i- o Exterior wall paneling&trim - r; �� ll ii - '� }' ,ice,l I Alum.drip edge flashing,typ. RESIDENCE IL ! - - - f6 x on 1x10 Fascia,painted - Second Floor Typical Metal Porch Roof _ - 0 1 3 pa t d Typical Metal Porch Roo I I 11'-0"tom yp - Y Bedroom#3 T Bedroom#3 1x4 V groove soffit,painted _ Second Floor i - - 5/4 x 8 Fascia,painted 495 AUGUST ROAD F Second 11oo0r n V1 GREENPORT NY 11944 TJI Floor Joists Typical Floor g _ ,�1,1, =� � - `S Finished Flooring __� - Tvpical Floor - - - ---- -" . ° Tapered deck sleepers Tvpical Porch Ceilin - - < t t p p g - - _I �_11- ,_ � ,__ - ISSUED FOR CONSTRUCTION 06/10/2024 g @ 3/4"T&G Plywood Subfloor = __, 1 k 2x10 CI Porch Jo stsl@46"oc•, - � Finished Flooring ------- 2x10 Ceiling Joists 16"oc 11 7/8"TJI Floor Joins 6�c 3/4"T&G Plywood Subfloor REVISIONS LVL Roof Deck Joists Typical Exterior Wall -r- 11 7/8"TJI Floor Joists 16"oc Beadboard,painted At perimeter.Closed II Foam n ulation:R-30 I , Beadboard,painted =.�•�.iJ.l�,� _ � _ @ 1/2"Gypsum Board Cedar Shingle Siding - At perimeter.Closed-Cell Foam Insulation:R-30 Typical Exterior WallQ DESCRIPTION DATE i ( DuPont Zip-System Sheathing Exterior door --; 1/2"Gypsum Board DuPont Tyvek DrainWrap VL Flush beam Iyvek rap -i - Cedar Shingle Siding pecialty hangers 9 @ as scheduled r - Guest Bedroom#2 1/2"Zip System Sheathing 1 2x6 Stud Framing 16 oc 2x6 Stud Framing 16"oc Closed-Cell Foam Insulation.R-21 � ,� g @ Typical Deck ! 1/2"Gypsum Board [- I -`� ti Gas fireplace in framed chimney Closed-Cell Foam Insulation:R-21 Typical Deck L 1/2"Gypsum Board i 5/4x6 Composite Decking i' I.1 i I-1_: � 2x10 PT Deck Joists @ 16"oc' Gas r place in I 5/4x6 Composite Decking I`, i d __�� Guest Bedroomv - Typical Floor fram chimney 2x10 PT Deck Joists @ 16"oc j1 I, - -- j Nine Bar window ' �- Finished Flooring 4 x36"Shingle sweep& �- 3/4"T&G Plywood Subfloor 4"x36"Shingle sweep& Dining 5/4xl2 Water table trim �- � 11 7/8"TJI Floor Joists @ 16"oc 5/4xl2 Water table trim __- Closed-Cell Foam Insulation:R-19 First Floor . Floor n -- G � V First �-- - -- NCIPAL PTC P.A. EEF _- ----- jpical Foundation ation Top R�- Approx.grade ------ --_ . -__-- _. - -- Typical Floor 2 2x6 PT sill plates Typical Foundation Top _ IICIICII Finished Flooring II�IIh' Foam sill sealer —I I FP-__ # 1035 SCALE Asin dica 9 =III= (2)2x6 PT sill plates -� i Cll: 3/4"T&G Plywood Subfloor III ' 3/4"xl2"galv.anchor bolts @ 4'-0"oc, Foam sill sealer - - - 11 7/8"TJI Floor Joists @ 16"oc -' 1'-0"max in from corners 3/4"x12"galv.anchor bolts @ 4'-0"oc, Typical 10"Foundation Wall:R-1Oci CONSTRUCTION DOCUMENTS Closed-Cell Foam Insulation:R-19 1'-0"max in from corners 10"Poured Concrete Wall Typical 10"Foundation Wall:R-1 Oci (2)#5 Bars Cont.@ top&bottom of walls Unfinished Basement 10"Poured Concrete Wall Brush-on Bituminous Damp-proofing 2 #5 Bars Cont. to &bottom of walls Unfinished Basement 2"XPS Rigid Insulation interior R-10 1"Rigid insulation between slab& Brush-on Bituminous Damp-proofing 1/2"DensArmor Interior Gypsum Panels(interior) Sections 2"XPS Rigid Insulation(interior):R-10 o Rigid insulation between slab& foundation wall w/continuous mastic g ( ) Typical Footing at 10"Foundation Wall: 1/2"DensArmor Interior Gypsum Panels(interior) foundation wall w/continuous mastic joint along perimeter joint along perimeter 12"x24"Poured Concrete Spread Footing with keyway (3)#4 Bars w/3"cover i Basement _ Basement _A First Floor - _ - ,-r yy. '.J. -h.�F�T'f.�� 4 '.K W. - I C DOYLE N COFFI ARCHITECTURE LLC 2024 - -- i Typical Concrete Slab Floor:R-10ci -- " ' T.O.Foot n Typical Concrete Slab Floor:R-10ci -9_6 F.R AR SHEET 4"Concrete Slab D Typical Footing at 10"Foundation Wall: 4"Concrete Slab B.O.Footin '( (;+ H 6x6 1.4xl.4 w.w.f.Reinforcing 12"x24"Poured Concrete Spread Footing with keyway -10'-6" \C- 2"Rigid Insulation:R-10 @ 2'perimeter p g Yway 6x6 1.4x1.4 w.w.f.Reinforcing �R T. 6 Mil Poly Vapor Barrier (3)#4 Bars w/3"cover 2"Rigid Insulation:R-10 @ T perimeter j 6"Crushed Stone 6 Mil Poly Vapor Barrier Q � 6"Crushed Stone 4 DETAIL. DINING BEAM 2 AV BUILDING SECTION BEDROOM WING DORMER 1 BUILDING SECTION @ BEDROOM WING GABLE ` -` AV N film A3.2 1/2"= V_0" A3.2 1/4"= 1'-01, A3.2 1/4"= 1'-01, N'9 0 OF 6/17/2024 11:51:50 AM 1 - -------------2-- - - - J--- ---- 3---- -- - - --- 1---- - -- 4 --- 1 5 6 - - - -�-- - 71 8 9 10 I r �I 1 A3.3 i T. ►. ' Q A I I I ] L JU E-1 I C 0 F� N Typical Rake Detail i ARCHITECTURE I I I Gable Wall: Cedar Shingle Siding Doyle Coffin Architecture, LLC x6 Zip-System Sheathing 158 Danbury Road 2x6 Stud Framing @ 16"oc � — _ _ - - _ - - Second Floor j Ridgefield, Connecticut 06877 I Opening in gable wall 1 r-O" 203143116001 6"wide Built-in Gutter. Custom collection box � 203 143119764 fax aluminum over membrane info@doylecoffinarchitecture.com Pitch minimum 1/8"in 12" N doylecoffinarchitecture.com B -- -- - --- ----- - — -- - - - --- - - - - _ Roof Deck Floor Ak 9'-9 5/s Structural Engineer _ N.J. Mazzaferro, P.E. Professional Engineer j P.O. Box 57 Greenport,NY 11944 �cflf` < {$'j > { t{ ( T: 516 1 457 1 5596 Downspout -� Install heat cable,entire Landscape Architect length of gutter&downspout Brook Clark Landscape Architects 75 Glen Road, Suite 312 I � i I I II Sandy Hook, CT 06482 3 DETAIL CONCEALED COLLECTION BOX T: 203127519255 A3.3 1"= V-0" - - I �— Framing Note: See SO-1 for Simpson connectors at roof ridge,rafter to wall, wall to wall,wall to base plate&base plate to foundation; I for fastener information;and for general framing notes. ! . I m, , I I � LVL Rig \� �_ I I ° $ LRU210Z hangers -- - Simpson r - -- at each rafter,tYp• I I T a ' - It Tyr al Asphalt Shingle Roof - I Architectural Asphalt Shingles NOTES I I I Ice&Water Shield to 6'above eave 5/8"Zip=System'Sheathing p " 2x12 Rafters @ 16"oc Ca flashi &trim 12 - at roof par t 10 - 12 Beadboard ceili10 ng L I I , =- sable 36li above decking With wood --- j - I T 1 _ g Y --_ Typical As halt Shingle @ -- - - Ref. North I Roof Wrap Mem rane E -t Waterproo g 2'-0"up Wood capped 18"wall, Roof Deck knee Wall 3 vertical wal sheathing 9 _J L siding on both sides Cable railing beyond — - --� es -- - - - - - 1'-6 7/32" 1'-8" `� Porch roof beyond c M Porch roof Access door NEW CONSTRUCTION I I Y beyond 1'6"up vertic al wall sheathing g Roof Deck Knee Wall Wrap Membrane Wra Membra -'e hing `n p Wate roofin � I Waterproofing 2'-0"up -------- I � - - Decking as specified - Cedar Shingle Siding vertical wall sheathing Decking as specified Plate on sleepers FOR THE 9 g - Roof Deck Knee Wall Screw-attach to access built-in utter _ 3 deck boards along - Cedar Shingle Siding the railing g 11'-0" g @ - - - — - econd Floor 2 61Stud F aminShe;6'oc r _ 1/2"Zip-System Sheathing - - - — - - - - _ Second Floor i 2x6 Stud Framing @ 16"oc N 12 1/4 `� ao Plate on sheathing - N Roof Deck Floor Roof D I eck Floor - :- - - 11 _ _ T _ , ; �- ._ram .. _ � � - _ - �, - - -, _ :_ _ . � . ._ _ :-�.`_ 1 - h irY -C r-, 1. r-,r-.. .: r•n - - - - • -. .I .. ., .. '� _ -. _. _ Y ' '-_ •_,'-IV'_4i'~ r� : `r- - - - - J - - ,}, - - RESIDENCE Install he t cable,entire Tapered 2x6 PT Sleepers @ 16"oc, lengt of utter&downspout p 6"wide B dt-in Gutter: - Tape 2x6 PT Sleepers @ 16"oc, 6"wide Built-in Gutter: bottom itched 1/4' in12" bottom itched 1/4 aluminum over See framingI s r headers alumi u over membrane, --- F - p 100mil Sheet Membrane Waterproofingover Roof Deck Floor membrane,pitch from 495 AUGUST ROAD �I 100mi1 heet Mem ran Wate Waterproofing ver Bedroom wall to end 3/4"T&G Plywood Subfloor pitch ro Bedroom wall to Liquid Membrane Waterpro ing 3/4"T& Plywood ub oor end bl downspout 3/4"T&G Plywood Subfloof gable downspout TIT - T g p j Tapered2x8 PT SI a r�@ 16"0c, 1 GREENPORT, NY 11944 Tapered 2x8 PT Sleepers @ 16"oc, j 9 1/2"LVL Deck Joists @ 1 'oc - top pitched 1/4'in 12" Closed-Cell Foam Insulation R-50 top pitc ed 1/4"in -- - - _ Simpson Hold-Down LTTP2 Roof Deck Floor I 1/2"Gypsum Board ! p - @ 48"oc attached to stud as j ISSUED FOR CONSTRUCTION 06/10/2024 per manufacturers REVISIONS y 3/4"T&G Plywood Subfloor _-� instructions;with 1/2"8x26" ; IT Windows as s h led Liquid Membrane Waterproofing I — ° threaded rod&3'k3"x1/4" Q DESCRIPTION DATE 9 1/2"LVL Deck Joists @ 16"oc plate washer&nut at top plate Closed-Cell Foam Insulation:R-50 u•, I �I °� 1/2"Gypsum Board °' I °D MudroomCD 7 o Laundry III Bo Mudroom Pool at room 000 000 @'I :I ' I I I Typical Ex i teri III Typical Exterior Wall VD ='- Cedar Shingle dig I Cedar Shingle Siding li G T DuPont Tyvek ai Wrap DuPont Tyvek DrainWrap J L- „i - ------ ---- 1/2"Zip-Syste athing � I 1/2"Zip-System Sheathing I - z �INCIPAL Checker P.A. Author 2x6 Stud 11 Fc n 16"oc Closed-Cell 11 Foam Insu ation: f 2x6 Stud g@ - Closed-Cell F Insulation:R-21 -- - --- - - 1 - 1/2"Gypsum o r 1/2"Gypsum Board [ROJECT# 1035 Es-- CONSTRUCTION As indicated 1 i L First Floor ! CONSTRUCTION DOCUMENTS —� —� - _First Floor 0 i Mudroom & Roof Typical Floor „ „ -T Deck Sections ., � Note:All interior sides of foundation walls to have ie ther i Finished Flooring -{•��• g Furred Wall or Rigid Insulation: -Typical Floor I 3/4"T&G Plywood Subfloor _ III _ Finished Flooring I I I I I-III-III=III- — — " =1I1=I I ICI I1=III=I11=111=1I1=11 HI III 'L� •• 11 7/8 TJI Floor Joists 16 oc —�_—_— Furred Wall:2x4 Stud Framing 3/4"T&G Plywood Subfloor ; •" :„ I Unfinished Basement @ �� I—n�lll=ln=III=11i=nl=nl=u , �, •• g @ 16"oc,closed-cell spray Unfinished Basement II-I II_ILIII�II-III-III-III-III-III - - - 11 7/8"TJI Floor Joists @ 16"oc „ - -— - - - - - Closed-Cell Foam Insulation:R-30 IIC-II�IIC-IICIII-III-IILIII� -��_��—� �_� �_�� foam insulation to R-13, 1/2"gypsum board ! `• I I=III=III=III=I I - =1I1 III=III=III=III=III=III-IIf 11�11 1=111�I�III�I�III�11�11� Closed-Cell Foam Insulation:R-19 -- - ----- 11=III III-IIL=III-III-I�I�T�III-III- IIf 1IC-II[ 1I�III-III II�IIE I=I I=I I I=I I I=I I I=I ' : or III=III=III=III= C DOYL - — IlI [� COF OFF IN ARCHITECTURE,LLC 2024 11-III=IL-II�IIHII=IIHI�J-III � ,• ILI=II�1�1�1=1=1 1=1= -III—I(I=III—III=III Rigid Insulation:2"XPS Rigid Insulation:R-10,with .I I H =111=1 -1 =1 =1 =1 =11�I I < .' — — -- s L,.L,,�,� - = 1;1-1-1-1-1-L- I=III=III=III=III=I I I-III-III-III I-III=1 I� LIII�ILIII�Ih�-111„ • , ,III -1 1/2"DensArmor Interior Gypsum Panels QED� -- _ H lII=III=III=III= I� �E R� SHEET 2 BUILDING SECTION @ ROOF DECK 1 BUILDING SECTION @ MUDROOM A3.3 1/2"= 1'-01, A3.3 1/2"= 1'-01, 3MV5 I QQ`' I —�--- — - --- - -- _ OF N E\N 6/18/2024 2:09:35 PM 1 - - - - � -- 2 I 3 4 5 6 7 8 9 10 - -- ri I ! I I OYL -" I COFFIN - ARCHITECTURE I ! Doyle Coffin Architecture, LLC 158 Danbury Road Ridgefield, Connecticut 06877 203143116001 j 203143119764 fax i info@doylecoffinarchitecture.com doylecoffinarchitecture.com ! Structural Engineers N.J. Mazzaferro,P.E.-Professional Engineer P.O.Green or NYB 1944 i T: 516 1457 1 5596 Landscape Architect Brook Clark Landscape Architects 75 Glen Road,Suite 312 Sandy Hook,CT 06482 T: 203 1 275 1 9255 I I C� I � ! I i II � i I ' DI i L - I NOTES I i I j Ref. Noltf� EL- -- ---- — -� NEW CONSTRUCTION ! FOR THE Tvoical Garage Dormer Metal Roof Framing Note: Alum.Standing Seam Panels See SO-1 for Simpson connectors at roof ridge,rafter to wall, j I 2x10 Ceiling Ties @ 16"oc Ice&Water Shield to 6'above eave --II wall to wall,wall to base plate&base plate to foundation; ! Rosin Paper Slip Sheet _Typical Asphalt Shingle Roof for fastener information;and for general framing notes. 12 5/8"Zip-System Sheathing Architectural Asphalt Shingles 2x10 Ceiling Ties @ 16"oc 3 r:--1 2x10 Rafters @ 16"oc Ice&Water Shield to 6'above eave Shed dormers beyond SEEl!'GiI.L'1.L\DE 2 aSystem Sheathing 2x1 RESIDENCE 2x12 Rafters @ 16"oc ' Alum.drip edge flashing,typ. Sims H1 ties 495 AUGUST ROAD Garage Exterior Wall p 1x3 on 1x10 Fascia,painted F Cedar Shingle Siding @ eac rafter / Typical Metal Roof DuPont Tyvek DrainWrap 1x4 V-groove soffit,painted , GREENPORT NY 11944 � � � ' Alum.Standing Seam Panels 1/2"Zip-System Sheathing 5/4 x 8 Fascia,painted �- - -- - - Ice&Water Shield to 6'above eave 2x6 Stud Framing @ 16"oc / �SSUED FOR CONSTRUCTION 06/10/2024 Rosin Paper Slip Sheet o S' o, / ; Ice&water shield to 18"up vertical wall& - 5/8"Zip-System Sheathing o� 'u, N v o - % REVISIONS 18"over roof,alum.step flashing,typical 2x10 Rafters @ 16"oc v °D o a co Unfinished Storage Loft a 3 0� ," 1'-$" 0 DESCRIPTION DATE Ceiling(5-Storage Shed °6 Align Storage metal roof ' Simpson H1 ties Closed cornice,match typical eave with eave @ each rafter 2x10 Ceiling Joists @ 16"oc LVL FI sh Beam&1 joist hangers,see framing plans 12"Kneewall j Wood Ceiling 12 g g p 12"Kneewall 3® Alum.drip edge flashing,typ. o 0 Garage 2nd Floor Garage 2nd Floor _ -.— 1x3 on 1x10 Fascia,painted -V-10" 0> �V-10" 1x4 V-groove soffit,painted - 5/4 x 8 Fascia,painted z .a_,,1--,1 `., 1._;>._.. Typical Floor above Garage Alum.drip edge, 1x8 Typical Floor above Garage \ Header,see framing plans I'- 1 I. �- _j.i, -t _ Garage Exterior Wall g p !: j-�I �� T -- 3/4"T&G Plywood Subfloor fascia, 1/2' soffit 11 7/8"&TJFIoor Joists I '"_ Cedar Shingle Siding Plywood ��_� _ +' L �� ! � LVL Flu Beam&joist 11 7/8"TJI Floor Joists @ 16"oc 9 9 ---- ------ ' j�� k. '��l�L,I-�.I �� 1 DuPontTyvekDrainWrap G@ w i � 1-'I 1 I hangers,see framing plans 1/2' Zi S stem Sheathin Overhead garage doors _-« � Zip-System 9 [R------- Checker [A. Author j Typical Foundation Top L g _ Z s - 2-Car Garage 2x6 Stud Framing @ 16"oc --- - --2-Car Garage � � � -- --_ - -- - - ----- o Ii oT _!�L ( )' p I 4' oc io Typical Concrete Slab Floor: r __ :.-�I,iI PROJECT# 1035 SCALE 1/4"= 1'-0" -I - -� 3/4 x12" alvl anchorbo is -0" a � 4"Concrete Slab p - - Typical Concrete Slab Floor: Typical Foundation Top - - x sill plates - 9 @ - �, T 4"concrete slab Foam 2x6 PT sill plates CONSTRUCTION DOCUMENTS 1'-0 max in from comers a 6x6 1.4x1.4 w.w.f.Reinforcing I � � T � � i 6x6 1.4x1.4 w.w.f.Reinforcing Foam sill sealer 4"x36"Shingle sweep Storage Shed 6 Mil Poly Vapor Barrier � __�� J 1-1)I Ii i.I-II_-I-_I` AI� 1 1 ]f! 1- 1 �� 6 Mil Poly Vapor Barrier 3/4"x12"galv.anchor bolts @ 4'-O"oc, � ! 'I 1-I g F 6"Crushed Stone i i �� 1--, 7 6"Crushed Stone 1 V-0"max in from comers Level slab Pitched slab Pitch slab 3"to doors FT - -i- ' Pitch slab 3' to doors ! - - � - - - '� 1 r _ k � � 4'k36"Shingle sweep -- .r1Y Garage Sections Garage Garage _ 1._ii li-1_I.i-i 1. L1J " _ _ r y � - �' Approx.grade � - �• a .� A rox.grade — — — L.4 - ',:�•,4'd.V•j.`'v.c1 t7-G`<S d-c1.i:l UL}t "G _k=':'` — — — �s _ — r , ,' xex�:"� . �, .�. , :.;::�.,, �IIf=11�11 24"x12"Haunch in slab ram' - J Typical 10"Foundation Wall: III�II - _III- - - ,- : � II-'" _ "I=1 - �� ,--• Typical 10"Foundation Wall: 10"Poured Concrete Wall 10"Poured Concrete Wall (2)#5 Bars Cont.@ top&bottom of walls `' (2)#5 Bars Cont.@ top&bottom of walls -- - ---- - Brush-on Bituminous Damp-proofing p Brush-on Bituminous Damp-proofing 0 DO IN ARCHITECTURE,LLC 2024 Typical Footing at 10"Foundation Wall: Typical Footing at 10"Foundation Wall: -1 EDAn r --- ----- H 12"x24"Poured Concrete Spread Footing with keyway 12"x24"Poured Concrete Spread Footing with keyways T CO T��i��I SHEET (3)#4 Bars w/3"cover,sides&bottom (3)#4 Bars w/3"cover,sides&bottom X% 2 BUILDING SECTION GARAGE SHED DORMER 1 BUILDING SECTION GARAGE GABLE i A3.4 1/4"= 1'-0" A3.4 1/4"= 1'-0" N� j 9� b2508 0 I ' —- -- - ---- OF N E� --------------------- 6/11/2024 2:02:05 PNI 1 A 2 1 3 1 4 5 1 6 1 7 ( 8 1 9 1 10 E N hff!-71'A L N 7 F � .] CONSTRUCTION NOTES WIND FRAMING NOTES L j CKJI A 1. THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN I. RIDGE-TO-RAFTER ASSEMBLY: DOYLE I COFFIN INTENT AND FRAMING DETAILS.THEY ARE INTENDED AS A CONSTRUCTION AID,NOT AS A SUBSTITUTE 141/4"K 20 GAUGE STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE TO FOR GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW STATE BUILDINGRK TABLE 3.4.WHEN A COLLAR I E IS E CODES.THE GENERAL CONTRACTOR ISR RESPONSIBLE FOR PROVIDING STANDARD NAILS REQUIRED IN EACH ND OF THE COLLAR TIE NEED NOT EXCEED THE ECOMMENDEDD IN LIEU OF A RIDGE STRAP THE NUMBER OF 10d OMMON A R C H I T E C T U R E CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED, NUMBER OF NAILS IN THE STRAP. STRUCTURALLY SOUND AND A WEATHERPROOF COMPLETED PRODUCT. 2. RAFTER-TO-WALL ASSEMBLY: 2. ALL CONSTRUCTION TO CONFORM TO THE DESIGN OF THE 2020 NYS UNIFORM BUILDING AND LIFE LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER,CEILING OR WALL TO TOP PLATE FRAMING AND FASTENER INFORMATION Doyle Coffin Architecture, LLC SAFETY CODE&SUPPLEMENTS. SHALL BE IN ACCORDANCE TO TABLE 3.3.WHEN A RAFTER OR TRUSS DO NOT FALL IN LINE WITH 158 Danbury Road 3. THE GENERAL CONTRACTOR IS RESPONSIBILITY FOR ENSURING THAT ALL WORK AND CONSTRUCTION STUDS BELOW,RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE MEETS CURRENT FEDERAL,STATE,COUNTY AND LOCAL CODES,ORDINANCES AND REGULATIONS,ETC. WALL TOP PLATE SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS. ROOF MARK LOCATION SIMPSON TIE# INSTALL NOTES Ridgefield, Connecticut 06877 THESE CODES ARE TO BE CONSIDERED AS PART OF THE SPECIFICATIONS FOR THIS BUILDING AND OVERHANGING THE RAKE SIDE OF THE BUILDING SHALL BE CONNECTED WITH UPLIFT 203143116001 SHOULD BE ADHERED TO EVEN IF IN VARIANCE WITH THE PLAN. CONNECTIONS IN ACCORDANCE WITH TABLE 3.3c. 203143119764 fax 4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS.(DO NOT SCALE DRAWINGS) 3. WALL-TO-WALL ASSEMBLY: 1 ROOF RIDGE LSTA/15 EVERY RAFT 20 GA-l 4"x 15 5. THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACHED WITH UPLIFT info@doylecoffinarchitecture.com RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS,NOR RESPONSIBILITY FOR CONNECTIONS IN ACCORDANCE WITH TABLE 3.3b.WHEN WALL STUDS ABOVE DO NOT FALL IN LINE 2 RAFTER/WALL LSTA/16 EVERY RAFT 12 GA-14"x 16 doylecoffinarchitecture.com CONSTRUCTION MEANS, METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY WITH STUDS BELOW,THE STUDS SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR PREPARATIONS AND PROGRAMS IN CONNECTION WITH THE WORK.THERE ARE NO WARRANTIES FOR ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 3.3. _ - B 3 WALL WALL LSTA/21 A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. 4. WALL ASSEMBLY TO FOUNDATION: / EVERY STUD 20 GA-14"x 21 6. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. FIRST WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION,SILL PLATE,OR BOTTOM PLATE Structural Engineers 7. THE GENERAL CONTRACTOR IS TO ENSURE THAT MASONRY OR PREFABRICATED FIREPLACES MEETS WITH UPLIFT CONNECTORS.STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN 4 WALL/BASE PL RSP4-B+M EVERY STUD 20 GA-2 1"x 41 N.J. Mazzaferro, P.E.-Professional Engineer OR EXCEEDS MANUFACTURE'S SPECIFICATIONS AND APPLICATION CODES. CONCRETE FOUNDATION AND SLAB-ON-GRADE, 15 INCHES IN MASONRY BLOCK FOUNDATIONS,OR P.O. Box 57 8. WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING CONSTRUCTION. LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.3b.WHEN STEEL STRAPS 5 BASE PL/FOUND 2"0 ANCHORS 4'-0"O.C. ADD AS NEEDED Greenport, NY 11944 ARE LAPPED UNDER THE BOTTOM PLATE,3 INCH SQUARE WASHERS SHALL BE USED WITH THE T: 516 1 457 15596 ANCHOR BOLTS.ANCHOR BOLT SPACING IS TO BE SPACED AND SIZED IN ACCORDANCE TO TABLE FOUNDATION NOTES 3.2a.IN ADDITION TO SPACING,ANCHOR BOLTS ARE TO BE SPACED BETWEEN 6-12 INCHES FROM - ALL TIES TO BE SIMPSON STRONG TIES OR EQUIVALENT - THE END OF A SILL PLATE AND ALL CORNERS. ALL FRAMING TO BE FASTENED IN CONFORMANCE WITH: 5. TYPE I EXTERIOR SHEARWALL CONNECTIONS: IRC CODE-2020 7 TABLE R602.3 1 -GENERAL TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF 16 INCH WOOD STRUCTURAL PANEL ON THE ( ) I. THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS, ELEVATIONS, DETAILS AND NOTES TO EXTERIOR ATTACHED WITH 8d COMMON NAILS AT 6"O.C.A THE PANEL EDGES AND 12 O.C. IN THE TABLE R602.3(3)-SHEATHING DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(S)ABOVE TYPICAL GRADE. FIELD,AND I INCH GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH 6d COATED NAILS AT TABLE R802.5(9)-FRAMING-ROOF 2. ALL FOOTINGS TO REST ON UNDISTURBED(VIRGIN)SOIL. 7"O.C.PANEL EDGES AND 10"O.C. IN THE FIELD SHALL BE IN ACCORDANCE WITH THE LENGTH PER SPEC 1609.1.1-2015 IRC+NYS 2017 SUPPLEMENTAL DESIGN- 3. PROVIDE!"EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE OR REQUIREMENTS SPECIFIED IN TABLE 3.15a-b. WIND SPEED IS 130 MPH MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS. 6. TYPE II EXTERIOR SHEARWALL CONNECTIONS: 4. UNLESS OTHERWISE NOTED,ALL SLABS ON GRADE TO BE 4000 PSI.CONCRETE TO BE POURED ON 4" TYPE II EXTERIOR SHEARWALLS SHALL MEET THE REQUIREMENTS OF TABLE 3.15a-b TIMES THE C THICK SAND OR GRAVEL FILL WITH 6x6 WIRE MESH REINFORCING.INTERIOR SLABS TO BE MINIMUM 4" APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE 3.16. NAILING SCHEDULE THICK.ALL FILL TO BE COMPACTED TO 95%RELATIVE DENSITY WITH 8 INCH MAXIMUM LIFTS(LAYERS). 7. INTERIOR SHEARWALL CONNECTIONS: 5. CRAWL SPACES TO BE PROVIDED WITH A MINIMUM 18"x24"ACCESS OPENING. INSTALL ONE 8x16 ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 3.14 SHALL BE PERMITTED TO BE CAST IRON FOUNDATION VENT FOR EVERY 150 SQ/FT OF AREA. INCREASED WHEN INTERIOR SHEARWALLS ARE USED.SHEATHING AND CONNECTIONS SHALL BE IN 6. DAMP-PROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS REQUIRED BY CURRENT ACCORDANCE WITH 2.4.4.2 AND 2.2.4 RESPECTIVELY. ROOF FRAMING: PER 2020 IRC-CHAPTER 8 N.Y.S.RESIDENTIAL CONSTRUCTION CODE.A 6-MIL POLYETHYLENE FILM SHALL BE APPLIED OVER THE 8. CONNECTIONS AROUND EXTERIOR WALL OPENINGS: WALL FRAMING: PER 2020 IRC-CHAPTER 6 BELOW GRADE PORTION OF EXTERIOR WALLS PRIOR TO BACKFILLING. HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN FLOOR FRAMING: PER 2020 IRC-CHAPTER 5 NOTES 7. DRAINAGE AS REQUIRED BY CURRENT N.Y.S. RESIDENTIAL CONSTRUCTION CODE. ACCORDANCE WITH TABLE 3.5 WINDOW SILL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE ROOF SHEATHING:PER 2020 IRC-CHAPTER 8 WITH TABLE 3.5. CEILING SHEATHING: PER 2020 IRC-CHAPTER 8 9. CATHEDRAL CEILING ASSEMBLY. WALL SHEATHING: PER 2020 IRC-CHAPTER 7 WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM,THE RAFTERS SHALL EITHER BE FLOOR SHEATHING: PER 2020 IRC-CHAPTER 5 NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTIONS SHALL BE ATTACHED TO FRAMING NOTES EACH RAFTER-TO-RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING.CONNECTIONS TO THE RIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE REQUIREMENTS. 1. ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SBC HIGH WIND D ADDITION WOOD FRAMING CONSTRUCTION MANUAL. DECK & COVERED PORCH NOTES ROOF SHEATHING REQUIREMENTS FOR WIND LOADS 2. UNLESS OTHERWISE NOTED,ALL FRAMING AND STRUCTURAL WOOD MATERIAL TO BE#2+BTR. DOUGLAS FIR. 3. FLOORS,WALLS,CEILINGS AND RAFTERS TO BE SPACED AT 16"O.C.UNLESS OTHER WISE NOTED. SHEATHING LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEDIATE 4. UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2)2x10#2+BTR. DOUG. FIR. 1. UNLESS OTHERWISE NOTED,ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. PANEL EDGES SUPPORTS IN THE PANEL FIELD BEARING WALL HEADERS TO HAVE(2)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF ALL ALL FASTENERS, HANGERS AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. 4' PERIMETER 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. OPENINGS. LVL HEADERS TO HAVE(3)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF 2. GIRDERS FOR DECK JOISTS TO BE BOLTED TO EACH POST WITH WASHERS AND NUTS.GIRDERS ON EDGE ZONE OPENINGS. BEARING WALL WINDOW SILLS SHALL ALSO HAVE(2)WINDOW SILL PLATES FOR 2x4 WALL CONCRETE PIERS SHALL BE ANCHORED WITH PROPER STEEL CONNECTORS ANCHORED INTO INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. OPENINGS BETWEEN 4'-1"AND 6'-0"AND 2x6 WALL OPENINGS BETWEEN 5'41"AND 8'-9".PROVIDE CONCRETE WITH A MINIMUM 2 INCH DIA x 7"LONG ANCHOR BOLTS AND WASHERS AND NUTS. FIRE STOP AND BLOCKING WHERE APPLICABLE. 3. POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A 12x12x12 THICK CONCRETE FOOTING.USE GABLE L RAKE 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. 5. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND AND RAKKEE TRUSS ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. A MINIMUM 2 DIA x 8"LONG ANCHOR BOLT WITH WASHERS AND NUTS. FOOTINGS SHALL BE 3 FT. 6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOINTS AND UNDER BELOW GRADE.PORCHES WITH COVERED ROOFS SHALL HAVE 12"DIA CONCRETE PIERS FOR THE WALL SHEATHING REQUIREMENTS FOR WIND LOADS BATHTUBS.FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD GIRDERS. 4. DECK JOISTS TO HAVE BLOCKING AT 8'-0"O.C. CAPACITY UNLESS NOTED ON PLANS. 5. A MINIMUM OF 10 INCH FLASHING SHALL BE INSTALLED BETWEEN THE BUILDING AND LEDGER. NAIL SPACING AT NAIL SPACING AT INTERMEDIATE 7. PROVIDE(2)1-3/4"THICK MICROLAMS(HEIGHT TO MATCH FLOOR JOISTS)AROUND STAIRWELL 1 SHEATHING LOCATION AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED(TYPICAL). LEDGER TO BE FASTENED TO BUILDING WITH 2 INCH DIA. BOLTS WITH WASHER AND NUTS WHERE PANEL EDGES SUPPORTS IN THE PANEL FIELD 8. DORMERS RUNNING UP FLOOR RAFTERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ON EITHER SIDE NEEDED. 4' EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. -- E WHERE APPLICABLE UNLESS OTHERWISE NOTED. 6. CONCRETE PIERS SHALL BE A MINIMUM 6"ABOVE GRADE. 9. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'-0"O.C.. USE SOLID BLOCKING IN FLOOR JOISTS 7. ALL JOISTS TO SUPPORTED WITH HANGERS AND ANCHOR BOLTS. EACH JOIST SHALL ALSO BE GI INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. NEW CONSTRUCTION UNDER ALL BEARING WALLS. ANCHORED TO SUPPORTED 10. UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM:'THICK,4 PLY FIR CDX S. COVERED ROOFS SHALL BE ASSEMBLED AND ANCHORED THE SAME MANNER AS A TYPICAL FOR THE BUILDING. EXTERIOR SHEATHING GRADE PLYWOOD.PLYWOOD TO COVER OVER PLATES AND HEADERS. 11. UNLESS OTHERWISE NOTED USE 4"THICK T&G PTS FIR OR ADVANTECH PLYWOOD SUBFLOOR PLUMBING NOTES ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS. FINISHED FLOOR TO BE INSTALLED OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. 12. ALL BATHROOM WALLS TO HAVE 2"THICK MOISTURE-RESISTANTSHEETROCK.GARAGE WALLS AND CLIMATIC & GEOGRAPHIC DESIGN CRITERIA SEEIrGRANDE CEILINGS AND OVER FURNACE TO HAVE 5"THICK TYPE-X SHEETROCK.ALL OTHER PARTS OF BUILDING 1. ALL WATER SUPPLY, DRAINAGE AND VENTING TO BE INSTALLED AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE. TO HAVE REGULAR 2"SHEETROCK.ALL WALLS TO BE TAPED AND FINISHED. 2. VERIFY SEPTIC SYSTEM WITH THE ENGINEER FOR SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL. GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD RESIDENCE 13. ALL ROOF WITH A PITCH LESS THAN 4:12 SHALL BE INSTALLED WITH AN ICE&WATER BARRIER OR 3• IF WALL STUDS,PLATES OR JOISTS ARE CUT OUT DURING INSTALLATION FOR ANY PLUMBING RELATED SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYED HAZARDS APPROVED EQUAL. FLAT ROOFS SHALL BE APPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPDM WORK,PROVIDE ADEQUATE BRACING AND PLATES TO PROTECT AND SECURE THE STRUCTURE.VERIFY LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED TORCH DOWN TYPE MATERIAL OVER. WITH THE STATE CODE AND MANUFACTURE'S RECOMMENDATION FOR MAXIMUM HOLE SIZE AND 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHTTO 11° NONE - 495 AUGUST ROAD 14. ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.SILL PLATES TO SPACING PERMITTED. TO HEAVY MODERATE BE INSTALLED WITH A FOAM SILL GASKET AND COP-R-TEX TERMITE SHIELD OR APPROVED EQUAL. GREENPORT, NY 11944 F HVAC NOTES ISSUED FOR CONSTRUCTION 06/10�- /2024� E L E CT R 1 CA L NOTES 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND PLAN CONTENTS REVISIONS SAFETY REQUIREMENTS. 2. HVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE I. ALL ELECTRICAL TO BE INSTALLED AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE. EQUIPMENT SUPPLIER. OCCUPANCY CLASSIFICATION RESIDENTIAL 2. ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER. 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO THE 3. ALL ELECTRICAL WORK TO COMPLY WITH 2O14 NEC. GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL. 4. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS PER SECTION BUILDING HEIGHT ±27.5'ABOVE AVERAGE GRADE R314 AND R315 OF IRC. DESIGN CRITERIA 2020 RESIDENTIAL CODE OF NEW YORK STATE ENERGY NOTES SOIL NOTES FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES 1. THIS DESIGN COMPLIES WITH THE 2020 IRC ENERGY CODE AS A PRESCRIPTIVE DESIGN. 1. NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS DESIGN LOAD CALCULATIONS EXT.BALCONIES 60 2. THE DESIGN CONSTRUCTION SHALL COMPLY WITH SECTION R402 OF THE 2020 IRC. PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. (LIVE LOADS PSF) DECKS 40 - C' 2. COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 AND ASTM ATTICS W/O STORAGE 10 [RINCIPAL PTC P.A. EEF D 1557).COMPACT THE SOIL AT 12" LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL TESTED BY A ATTICS W/STORAGE 20 PROFESSIONAL AGENCY FOR COMPACTION. ROOF(GROUND SNOW LOAD) PER NYS 301.6 JOB NUMBER 0035 SCALE FIREBLOCKING NOTES AS NOTED 3. DO NOT BACKFILL UNTIL FIRST FLOOR DECK CONSTRUCTION,INCLUDING SUBFLOOR,IS COMPLETE. ROOMS(OTHER THAN SLEEPING) 40 - ROOMS(SLEEPING) 30 CONSTRUCTION DOCUMENTS FIREBLOCKING REQUIRED-BY CURRENT NYS RESIDENTIAL CODE OTHER NOTES STAIRS 40 FIREBLOCKING SHALL BE PROVIDED TO CUT OFF AL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND GUARDRAILS(ANY DIRECTION) 200 HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORES,AND BETWEEN ATOP STRUCTURAL STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION I EXPOSURE CATEGORY DESIGN FOR CATEGORY C THE FOLLOWING LOCATIONS. 1. PROVIDE 8"TYPE-X SHEETROCK FIRE STOPPING AT 10'-0"MAXIMUM DISTANCES FOR NON 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT THE ACCESSIBLE AREAS. NOTES CEILING AND FLOOR LEVELS.CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE 2. USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPLE PROTECTIVE COATING FOR CONTACT LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION DETAIL PAGE FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 FEET. BATTS OR BLANKETS OF MINERAL OR WITH ACQ. (ROOF-FOUNDATION) AND GENERAL NOTES GLASS FIBER SHALL BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL 3. INSTALL 1-CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. ROWS OF STUDS OR STAGGERED STUDS. NAILING SCHEDULE SEE GENERAL NOTE PAGE C oFFIN ARCHITECTURE,LLC 2024 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS �EZEflA OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE �5� C SHEET H 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH CURRENT N.Y.S. RESIDENTIAL CODE. Q 4. AT THE OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. (SMOKE&CO2 DETECTORS) CARBON MONOXIDE ALARMS TO COMPLY WITH R315 IRC. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,AS REQUIRED BY CURRENT N.Y.S. _ RESIDENTIAL CODE. ENERGY CALCULATIONS NYS ENERGY CODE(2018 IECC amended) %N11 IL A 025085 p4' -- - OF NE�� 1 2 3 1 4 1 5 1 6 1 7 1 8 1 9 10 0 RAFTER A DOYLE I COFFIN m: RAFTER NEOPRENE GASKET TOP PLATE A R C H I T E C T U R E RIDGE ROOF JACK �'��\\` WALL STUD Doyle Coffin Architecture, LLC ROOFING LAPS FLASHING 158 Danbury Road AT SIDES AND TOP Ridgefield, Connecticut 06877 203 �431 �6001 FLASHING LAPS ROOFING 203143119764 fax LOCATION USP NUMBER DESCRIPTION APPLICATION AT BOTTOM LOCATION USP NUMBER DESCRIPTION APPLICATION info@doylecoffinarchitecture.com ROOF LSTA24 1-1/4"x24"20GA.STRAP APPLY OVER RIDGE TO EACH RAFTER RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT TO EACH RAFTER doylecoffinarchitecture.com TO PLATE B ROOF JACKS&VENTS DETAIL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER PLATES Structural Engineers TO EACH STUD N.J. Mazzaferro, P.E.-Professional Engineer DETAIL 1 DETAIL 2 DETAIL 3 P.O. Box57 N .T.S. N .T.S . N .T.S. Greenport, NY 11944 T: 516 145715596 THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR VENTILATION CHANNEL AS REQ. RIDGE CAP OF SAME RAFTER MATERIAL AS C RAFTERS MAINTAIN VENTILATION ROOFING NAILED TO SHEATHING TOP PLATE \ BLOCKING o 0 o THROUGH VENT 2x4 LEDGER LEDGER 2x4 SOFFIT JOIST WALL STUD FASCIA RAFTER GUTTER RAFTERS 1„ --- \ \ CONTIN.SCREENED VENT 12 � �- NOTES CONTIN.SOFFIT ATTIC SHALL BE PROVIDED WITH A /EXT.PLYWOOD MIN.NET FREE VENTILATING AREA PRE-MANUFACTURED KEEP SHEATHING 1 RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION RIDGE VENT FOLDS MIN. 14/2"FROM LOCATION USP NUMBER DESCRIPTION APPLICATION NOT LESS THAN 150 OF THE AREA ROOF VENTILATION/SOFFITED OF THE SPACE VENTILATED.ALL EAVE DETAIL 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER OVER RIDGE S PEAK TO ALLOW 4"-6" RT10 10-3/4"x 18ga CONNECT TO EACH RAFTER OPENINGS SHALL BE COVERED CONFORM TO SLOPE FREE AIR PASSAGE TYDOWN ANCHOR WITH CORROSION-RESISTANT OF ROOF METAL MESH OPENINGS OF 4"IN 2x10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER 6"-12" RT20 21-1/8"x 20ga CONNECT TO EACH RAFTER TYDOWN ANCHOR DIMENSION. D DETAIL 4 DETAIL 5 DETAIL 6 DETAIL 7 N .T. S . N .T.S. N.T.S. N .T.S. 4" 0 C J____ 'vJ' O O O O O \ FASTENER TYPE: SPACING: No.8 WOOD-SCREW BASED 16"O.C. ° ° O O O E ANCHOR WITH 21N. EMBEDMENT LENGTH NEW CONSTRUCTION No. 10 WOOD-SCREWS BASED 16"O.C. FOR THE ANCHOR WITH 21N. EMBEDMENT LENGTH O O O O 0 or, O 4"DIA LAGSCREW BASED 16"O.C.ANCHOR WITH 21N. SEEL-GR.ANDE EMBEDMENT LENGTH. RESIDENCE \I 0 0 00 0 0 ° 2„ 495 AUGUST ROAD s APA RATED SHEATHING 2x4 DF#2 STUDS GRADE PLYWOOD GREENPORT NY 11944 (ALTERNATIVE:7"O.S.B.) F 4"APA PLYWOOD SHEATHING 6 O ° ° ° ISSUED FOR CONSTRUCTION 06/10/2024� 0 Ila WINDOWSILL REVISIONS O O O O O FASTENER TYPE: SPACING: i No.8 WOOD-SCREW BASED 8"O.C. ANCHOR WITH 21N. EMBEDMENT LENGTH O O O O O O 1YP. WINDOW OPENING 2 No. 10 WOOD-SCREWS BASED 8"O.C. PANEL SPAN EQUAL OR SMALLER THAN 4 FEET ANCHOR WITH 21N. EMBEDMENT LENGTH 0 _f G11fl T 4"DIA LAGSCREW BASED 16"O.C. 0 O O 110 PRINCIPAL PTC P.A.ANCHOR WITH 21N. EEF EMBEDMENT LENGTH. JOB NUMBER 103555 1 SCALE NS NOTED MULTIPLE PLYWOOD ASSEMBLIES(2)2x4 DF#2 CONSTRUCTION DOCUMENTS STUDS CONNECTED TOGETHER WITH STAINLESS STEEL OR GALVANIZED BOLTS FRAMINGW/WASH ERS AND NUTS @ 2'-0"O.C. DETAILS WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL _ © DOYLE COFFIN ARCHITECTURE,LLC 2024 AS PER SEC. 1609.1.2,2015 IBC&NYS 2017 SUPPLEMENT:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A 5•�� D�{f�G� SHEET H ' MINIMUM THICKNESS OF 16"AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO :(�� ,Ft T. C /,,), STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO v SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4.OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR Jew; DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.ALL PANELS MUST BE CUT TO SIZE "*'s i AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER.HARDWARE _ g MUST ACCOMPANY SHUTTERS FOR INSTALLATION. :N�A 9� 025085 0 1 2 1 3 1 4 1 5 1 6 1 7 ( 8 9 10 C— SUBFLOOR 2ND FLOOR WALL JOIST L ion STEEL BEAM AL. SUBFLOOR f— WOOD JOISTS 4"DIA MAXIMUM DOYLE I COFFIN 2x6/2x8 CONTINUOUS WOOD PLATE BOLTED TO STEEL BEAM ARCHITECTURE 1ST FLOOR WALL SUBFLOOR WITH 2" DIA. BOLTS @48"O.C.STAG 1-17 JOIST 4"x 4"x 8"STEEL TOP AND BOTTOM PLATE Doyle Coffin Architecture, LLC STEEL BEAM WITH 2"x 6"ANCHOR BOLT 2"GROUT 158 Danbury Road STRAPPING TO BE ATTACHED TO WALL STUDS @ 48" D' OC AND ALL WINDOW/DOOR OPENING JACK STUDS PLATE(BOLTED TO BEAM) 3"STEEL COLUMN(10 KIPS) o 20314,3116001 Ridgefield, Connecticut 06877 FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ., 203143119764 fax 4"-8" LSTA36 1-1/4"x36"18ga.STRAP INSTALL 4'0"O.C.AND JACK STUDS ON ALL OPENINGS NOTCH JOIST AND ADJUST HEIGHT(WITH A info@doylecoffinarchitecture.com NAILING PLATE IF NEEDED)TO BE APROX.2" TYPICAL BEAM DETAIL doylecoffinarchitecture.com 8"-16" LSTA48 1-1/4"x48" 16ga.STRAP INSTALL 4'0"O.C.AND JACK OR HIGHER THAN STEEL BEAM TO ALLOW STEEL/BOTTOM BEARING B STUDS ON ALL OPENINGS FOR SHRINKAGE(PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) STAIR RAILING Structural Engineers N.J. Mazzaferro, P.E.-Professional Engineer P.O. Box 57 DETAIL 8 DETAIL 9 DETAIL 10 DETAIL 11 Greenport, NY 11944T:516�457�5596 N . T.S. N .T.S. N .T.S. N .T.S. C KING STUD I ENDWALL 0 o CRIPPLE STUD 4"DIA MAXIMUM SIDEWALL WOOD JOIST HEADER — NOTES FLOOR USP NUMBER DESCRIPTION APPLICATION GIRDER/HEADER Z JACK STUDS 1ST ADS5 HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS o TO FOUNDATION W/ANCHOR BOLTS 2ND ADS5 HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS SPLICED JOISTS OVER HEADER/GIRDER ON BOTH BOT. PLATE OF 2ND FLOOR LOCATION USP NUMBER DESCRIPTION APPLICATION AND TOP PLATES OF 1ST FL.CONNECT JOIST TO RT10 TYDOWN CONNECT TO THROUGH THE FLOORS TO EACH OTHER GIRDER/HEADER ANCHOR EA.JOIST LOCATION USP NUMBER DESCRIPTION APPLICATION W/THREADED ROD. GUARD RAILING ALL OPENINGS LSTA12 1-1/4"x12"20GA.STRAP APPLY TO EACH JACK STUD D ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD DETAIL 12 DETAIL 13 DETAIL 14 DETAIL 15 N .T.S . N .T. S . N .T.S . N .T.S. WALL STUD e E METAL STRAP ARM BOARD DBL.SILL PLATE TERMITE nil NEW CONSTRUCTION SHIELD SILL GASKET SILL PLATE(S) ° ° ; ;�' . _; ANCHOR BOLT EMBEDMENT: FOR THE FOUNDATION POURED CONCRETE:7" :a a .. .. ` �, • BLOCK WALL:15" USE WITH 3x3 SQUARE WASHERS WOOD JOIST STRAPPING TO BE ATTACHED TO WALL STUDS @ 48" (USP LBPS58) BLOCKING P844 POST ANCHOR SEEIrGRANDE OC AND ALL WINDOW/DOOR OPENING JACK STUDS ANCHOR BOLT CONNECTION FOUNDATION 5" DIA ANCHOR BOLT — CONC.SLAB(AS REQ.) RESIDENCE FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION SUPPORTING MAXIMUM SPACING WOOD GIRDER 4"-8" LSTA24 1-1/4"x24"20ga.STRAP INSTALL 4'0"O.C.AND JACK SILL PLATE TO FOUNDATION 1 STORY 72„OC STUDS ON ALL OPENINGS (CRAWL SPACE OR FND) z a.: DECK PIER PER PLAN 495 AUGUST ROAD 8 -14 LSTA30 1-1/4 x30 18ga.STRAP INSTALL 4'0"O.C.AND JACK SI(CRAWL SPACE OR FNLL PLATE TOTDION 2 STORY 36" PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPACED OC o CONC.8"DIA. GREENPORT, NY 11944 STUDS ON ALL OPENINGS AND OVER OVER BEARING WALLS AND HEADERS. PIER F WALL BOTTOM PLATE TO 1-2 STORY 57"OC 14"-16" LSTA36 1-1/4"x36" 18ga.STRAP INSTALL 4'0"O.C.AND JACK FND.(SLAB ON GRADE) STUDS ON ALL OPENINGS ISSUED FOR CONSTRUCTION 06/10/2024 REVISIONS DETAIL 16 DETAIL 17 DETAIL 18 DETAIL 19 N .T. S . N .T.S . N .T. S . N .T.S. G CONC SLAB 6 MIL. POLY PRINCIPAL PTC C.A. EEF GRANULAR FILL JOB NUMBER 1035 SCALE AS NOTED TYP.CONC.FND.DAMPPROOF STEEL COLUMN CONSTRUCTION DOCUMENTS EXTERIOR 6MIL POLY ON EST. CONC.SLAB WOOD JOIST -� q ' COMPACT FILL r• KEYWAY FOOTING. • ..:�..'::�. �':'r.`�. GIRDER/HEADER RAM ING CONC. FOOTING. WOOD JOIST REINFORCING BAR DETAILS DRAIN TILE MIN.3"STEEL COLUMN ANCHORED TO ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE 24"x24"x12"CONC. FOOTING SUPPORTED WITH THE PROPER STEEL CONNECTOR.IF ABLE, SET FIR JOISTS APROX.2"HIGHER THAN LVL HEADERS TO c0 DOYLE COFFIN ARCHITECTURE,fJ,C 2024 ALLOW FOR SHRINKAGE&REDUCE BUMP OUTS. TYPICAL CONS. FOUNDATION APPLY PILASTERS �- E��e � SHEET H WHERE NEEDED FOR STRUCTURAL BRACING. DETAIL 20 DETAIL 21 DETAIL 22 Q s N .T.S . N .T.S. N .T.S . Nj� '9T 0��0>3`� .4 O 1 --- 2 1 3 1 4 --1— 5 I 6 I 7 - - ---�- 8 I 9 I 10 - - - - - I C"YLEICOFFIN DO I _ I i ARCHITECTURE 0 ® Doyle Coffin Architecture, LLC 158 i Danbury Road I ® u-,\ Ridgefield, Connecticut 06877 --------------- -------------------- - \\\ O ! 203 1 431 1 6001 ---- ' --- ® a% ��5 \\ 203 431 9764 fax 11 ----------- -----�----- ---------- I i Simpson skewed -------- 1 I , Hanger Q info@do lecofnarchitecture.comw Ga Iv.joist ha 9ers typ. - doylecofnarchitecture.com J (2)2x10 PT a (2)2x10 PT (2)2x10 PT (2)2x10 PT Flush Framed Flush Framed o Flush Framed Flush Framed �� i Structural Engineers zo \ �y O / 2xs PT Ledger with 1/2"0 x 6" N.J. Mazzaferro, P.E.-Professional Engineer j I N o lag bolts @ 16"oc staggered \ / P.O. Box 57 I � up&down with 2"clearance at j \ /Q m� top&bottom edges Greenport,NY 11944 0 \ /�� T: 516145715596 4'-101/8" 10'-1" 4'-9" Cantilever 12",TJI 2x10 PT Ledger a Simpson ABU46Z Post Base Simpson skewed Landscape Architect 1 3/4"x 11 7/8"LVL Ri squash blocks,typ I Simpson hanger o hanger / Brook Clark Landscape Architects o - - - ==, Ew I 2 2x10 PT i 2 2x10 PT 75 Glen Road,Suite 312 l IO N Oo Flush FramedFlush Framed L _ — _ — �� - — _ - - - - - _@ _ - _ Sandy Hook,CT 06482 r" r �7 T: 203 1 275 1 9255 q ,�ih E � Simpson HU2.1/11 LL Hangers,typ. M> U Galv.joist hangers,typ. r✓/ C (2)1 3/4"x 11 7/8" o / 210 Simpson im S HU11 Hanger LVL Flush Framed Simpson Brie g HU11 Hanger � / ✓o/Sts 0 o / 171 Simpson custom 25°skewed right 2x10 PT Ledger with 1/2"0 x 6"lag T✓/ joist hangers for TJI joist to LVL N bolts @ 16"oc staggered up&down 210 S face mounted am Ton han(similar SUR 11 7/8"TJI-210 Series Floor Joists 16"oc with 2"clearance at top&bottom edges / erie hanger) ami @ / S F/�r✓Dist = Galy.;oist hangers,typ. S axo I 1 / / o @ 16„O r - - -- N O C Framing Note:All TJI floor framing to be N Weyerhaeuser Trus Joist TJI-210 Series (2)1 3/4"x 11 7/8"LVL with 318"� D l 11 7/8"depth(or approved equal) o Steel Plate Flush Framed Beam _ I zo 6 7/8" L -- - (2)1 3/4"x 11 7/8"LVL Flush Framed co4"0(4 1/2"O.D.)Standard ^ �� steel pipe column NOTES Pipe Colu n I TJI @ 16"oc 1 _J Post up I or a LL o HSS 4x4x1/4 Steel Tube J r O Column m (2)1 3/4" 11 7/8" I LL TJI @ 16"oc �F-� y - T r;� l 8"TJI-210 Seri loor Joists @ 16"oc I LVL Flus Framed J# �� ) v �r L J x LL a. U) eo m 7 ..J 0 LL Simpson HU2.1/11 Hangers,typ. TJI 16"OC 3 r- El Il � m ern N �ILLI TJI@16"oc x L x Post up I C0 w v 3 o 13 4"0(4 1/2"O.D.)Standard steel bo cn x m c�LL I Frame or u; I j pipe column � 4"0(4 1/2"O.D.)Standard steel pipe column N v N J I� future elevator �I v J or or Ref. North Pipe Colu n 5-0 HSS 4x4xl/4 Steel Tube Column HSS 4x4xl/4 Steel Tube Column (2)1 3/4"x 11 7/8 LVL with (2)1 3/4"x 11 7/8"LVL with or v E ( ) P 1/2" eel Plate Flush Framed 4"0 4 12' O.D. Standard steel i e column - - --- (2)1 3!4"x 11 7/8"LVL Flush Framed St 1/2 Steel Plate Flush Framed HSS 4x4xl/4 Steel Tube Column -- - - --- -- ,Ir ,r ,r W CONSTRUCTION 11 7/8"TJI-210 Series Floor Joists @ 16"oc I 1 1 11 7/8"TJI-210 Series-Floor Joists @ 16"oc FOR THE zo w E I I ( Simpson HU2.1/11 Hangers,typ. Simpson HU2.1/11 Hangers,typ. 3 E " I I Post up I 3 > I Mn up 3 E c co M LL O _N J SEEIrGR.ANDE . ILL I J L 19'-8" m °' ->' I I O° I 0O RESIDENCE x a. u_ Simpson Pipe Column M w a) E HU11 Hanger m 4"0(4 1 2"O.D.) co a� m Standard steel pipe I 1 °O E I =' �_J2)1 3/4"x 11 7/8"LVL Flush Framed d' column E -l = - - or ( ( X LL N x N 4„ 19�" 495 AUGUST ROAD F o Post up n Stair CHSS 4olumn 1/4 Steel'ube 1 _ ~ `\�'LL I - m Opening i `'�` o\o > I GREENPORT, NY 11944 o I Simpson HU2.1/11 -ii , r` � Simpson HU2.1/11 L--__. x N Joist Hangers,typ. v N ILL 1 P Hangers,typ. - `�' tJ ( M ° M I I I Simpson E ISSUED FOR CONSTRUCTION 06/10/2024 ( � zo 9 �_J f � HU11 Hanger -v - - O - - - - � i -- ------- ---- I - -- -- N> - - 2 1 3/4"x 11 7/8"LVL Flush Framed REVISIONS rCO m m E DESCRIPTION DATE P f2x8 � 9zo L PT Ledger with 1/2"0 x 6"lag bolts F _, x @ 16"oc staggered up&down with 2" Q 2 1 3/4" 11 7/8" _ I ( ) � clearance at top&bottom edges -—------ LVL Flush Framed �n I --------—----- ----- -'_J 1 3/4"x 11 7/8"LVL Rim o Galy.joist hangers,typ. _ � I 1 3/4"x 11 7/8"LVL Rim I 4'-11 1/2" Z Cantilever 12",TJI (3)2x4 14'-11 1/2" 10'-1" 4'-11 1/2" squash blocks,typ. PT Po p I � I � Cantilever 12",TJI E squash blocks,typ. Stair m Galv.joist 100 I d LL I J G Openin hangers,typ. cx (2)2xs PT (2)2x8 PT �u_ PRINCIPAL PTC P.A. EEF Flush Framed Flush Framed _ PROJECT# 1035 SCALE 1/4"= 1'4" -- --- ------ �Fi�------ ------------------------ CONSTRUCTION DOCUMENTS ini ____________ -� � __--_----- 4 ------------ First Floor Framing I ------ -------- --------- i ' A2.1 Plan - � a I Framing Note: See SO-1 for Simpson connectors at roof ridge,rafter to wall, j wall to wall,wall to base plate&base plate to foundation; © DOYLE COFFIN ARCHITECTURE,LLC 2024 for fastener information;and for general framing notes. - - -- H F- -- RED SHEET C�� ER •gyp ��.� 1 FIRST FLOOR FRAMING PLAN O2 8 � ! S1-1 1/4"= 1'-01, �0 -- --- ---- — L 'Op N_E� 6/18/2024 1:07:04 PM 1 2 3 4 5 6 7 8 9 10 Iro I I WOOD HEADER SCHEDULE I , , Opening Width Floor Size A Up to 4'-1" First (2)2x10 or(2) 1 3/4"x 7 1/4"LVL DO YL LE I COFFIN 4'-1"to 6'-1" First (2)2x12 or(2)1 3/4"x 9 1/2"LVL 6-11 to 8'-1" First (2)1 3/4"x 11 7/8"LVL or(3)1 3/4"x 9 1/2"LVL ARCHITECTURE Up to 4'-1" Second&Third (2)2x8 or(2)1 3/4"x 7 1/4"LVL i 4'-1"to 6-1" Second&Third (2)2x10 or(2) 1 3/4"x 9 1/2"LVL I 6-1"to 8'-1" Second&Third (2)2x12 or(3)1 3/4"x 9 1/2"LVL ` / / Doyle Coffin Architecture, LLC j Note:G.C.to determine in field,available room for header,as indicated prior j 158 Danbury Road to framing rough opening.See plans for headers with spans greater than 6x6 PT Post -- -----------------_ Ridgefield, Connecticut 06877 8'-1"or with larger point loads 203143116001 -- -------------- ------------- / \aj2x8 203143119764 fax .;' 0 ��opo J info@doylecoffinarchitecture.com QQm�� doylecoffinarchitecture.com B I - ^co ----- -- - o U Structural Engineers ZD �°O 6x6 PT Post N.J. Mazzaferro, P.E.-Professional Engineer aU ♦ } P.O.Box 57 `oQQF Greenport,NY 11944 v } �e`° T: 516 1 457 1 5596 oo �o m N ^ N (4)2x6 Post (4)2x6 Post �Z4 v P Landsca a Architect 3)1 3/4"x 9 1/2"LVL Upset Beam - - - - 9 7j2n< / Brook Clark Landscape Architects V 75 Glen Road, Suite 312 (3)1 3/4"x 9 1/2"LVL Header R6( �epk Sandy Hook, CT 06482 xs PT Post sxs PT Post7A ✓01% T: 203127519255 (3)Jacks,(2)King 76Oceach end of header / o C � m @ O 4 �� - -T - L_it Z 9 7 j n Simpson custom 25" -;1-� o U v ? 4 skewed right joist hangers t --- - - - - x o e for LVL joist to LVL beam ,ry N X ,� eok✓ connection(similar SUR h j - tv @ face-mounted hanger) a� 76 �m BOO �v 01 11 7/8"TJI-210.Series Floor Joists @ 16"oc (4)2x6 Post I (3)2x4 Post / (3)1 3/4"x 11 /8"LVL with "p Framing Note:All TJI floor framing to be 3/8"Steel PIatBeam,flush fr in with Deck Jois s Weyerhaeuser Trus Joist TJI-210 Series - - - - — - - - - - -� - - - - - N 11 7/8"depth(or approved equal) 00 Header:(2)1 3/4"x 11 7/8"LVL with 3/8"Steel Plate (3)2x6 Post-�� 11 7/8"TJI-210 Series Floor Joists @ 16"OC (4)2x6 Post D (3)2x6 Post (3)2x6 Post El (2)1 3/4"x 11 7/8"LV lush Framed (3)Jacks,(2)King each end of header X tl I (3)2x6 Post M LL O 4 (4)2x6 Post @ J I 3 2x4 _ I TJI 16"oc I �> Post A3.2 I E NOTES - -(2)1 3/4' x 11 7/8" LVL Flush Framed - - - r` cu X t I (2)1 3/ 'x 11 7/8" ( TJI @ 16"oc Ir 11 7/8"TJI-210 Series Floor Joists @ 16"oc I o v I LVL Flush Framed I Fireblocking as I u X "LL - recommended by fireplace p g TJI 16 oc j N J I I I Simpson HU2.1/11 Hangers,typ.manufacturer&NYS code I X t N r- Co 7 11 7/8"TJI-210 Series Floo ists @ 16"oc I TJI @ 16"oc I X I 100 En 3 ( Fram for I Open to roof above I� - -(2)1 3/4' x 11 7/8" LVL Flush Framed - - - JI x o, future IL v� v (3)2x6 Post 6 (3)2x6 Pc st I I co Ref. North a '-- E (3)2x4 Post m m J - I - (3)2x6 Post ti E --- - - - - x r I I (4)2x6 Post (2)1 3/4"x 11 7/8"LVL Flush Framed M 11 7/8„TJ I-210 Series.Floor Joists @ 16"oc - - --- --- - - 11 7/8"TJI-210 Series Floor Joists @ 16"oc vJ I j NEW CONSTRUCTION 2 1 3/4 x 11 7/8"LVL with 3/8"Steel Plate Flush Framed I -- - -- - - - - -- - - - -- - -- (3)2x6 Postcc FOR THE (4)2x6 Post 10"Simpson HU2.1/11 (4)2x6 Post o I (3)2x4 Post Hangers,typ. (3)2x4 Post X (2)1 3/4"x 11 7/8"LVL Header CO I SEEIrGR.ANDE � ' RESIDENCE N N A LL N O (X j M C (3)2x4 Post 1N I can CO J ___---- O LJ 11 7/8"TJI-210 Series Floor Joists @ 16"OC (2)1 3/4"x 11 7/8' LVL Flush Framed i I Simpson Hanger 495 AUGUST ROAD FI o 00 0 GREENPORT NY 11944 Stair Opening I I r` o (3)2x6 Post ISSUED FOR CONSTRUCTION 06/10/2024 (3)1 3/4"x 9 1/2"LVL Header - (3)Jacks,(2)King - - — - (3)Jacks,(2)King j REVISIONS each end of header -- each end of header Q DESCRIPTION DATE (3)1 3/4"x 9 1/2"LVL Header U (3)1 3/4"x 9 1/2"LVL Header o Z(3)Jacks,(2)King %44 POOP— iO 4 each end of header - - - - (2)2x12 - - (2)2x12 _ -_--Ucn 0 o i0 / r - o io o ` W U - ZO a m r- � Stair Landing I o �� I m r x @ 6x6 PT Post rr�ll N N y V j (3)1 3/4"x 7 1/4"LVL G - Dropped Beam oo -- - - -- °x° N N sxs PT Post P/_ I Co N PRINCIPAL Checker P.A. Author N -- — —- N -- — ----- - --— — -- PROJECT# 1035 [SCALE 1/4" ------------------------ ------------------------ CONSTRUCTION DOCUMENTS I 4 -� -- - ---- Second Floor ------------------- A2.1 h I Framing Plan Framing Note: See SO-1 for Simpson connectors at roof ridge,rafter to wall, I I wall to wall,wall to base plate&base plate to foundation; L - — -i -- for fastener information;and for general framing notes. C� DO FFIN ARCHITECTURE,LLC 2024 � E�'q�'C � SHEET H : E'.��s��R T. CO,c j 1 SECOND FLOOR FRAMING PLAN N� S1-2 1/4"= V-0" OF NyOQ- 6/18/2024 1:07:09 PM 2 3 4 5 1 6 7 8 1 9 10 L A I COFFIN WOOD HEADER SCHEDULE OYLn Opening Width Floor Size Up to 4'-1 First (2)2x10 or(2)13/4"x 7 1/4"LVL A R C H I T E C T U R E 4'-1"to 6'-1" First (2)2x12 or(2) 1 3/4"x 9 1/2"LVL 6'-1"to 8'-1" First (2)1 3/4"x 11 7/8"LVL or(3)13/4"x 9 1/2"LVL Doyle Coffin Architecture, LLC I Up to 4'-1 Second&Third (2)2x8 or(2)1 3/4"x 7 1/4"LVL 158 Danbury Road 4'-1"to 6'-1" Second&Third (2)2x10 or(2) 1 3/4"x 9 1/2"LVL Ridgefield, Connecticut 06877 V-11"to 8'-1" Second&Third (2)2x12 or(3)1 3/4"x 9 1/2"LVL 203 1 431 1 6001 Note:G.C.to determine in field,available room for header,as indicated prior 203143119764 fax to framing rough opening.See plans for headers with spans greater than info@doylecoffinarcliitecture.com 8'-1 or with larger point loads doylecoffinarchitecture.corn L 131 Structural Engineers N.J. Mazzaferro,P.E.-Professional Engineer P.O. Box 57 Greenport,NY 11944 T: 516145715596 F_ Landscape Architect L _j 1 L -1 1 1 L _j 1 L L J @ 16, C IL oc rs. Brook Clark Landscape Architects _j o _ \ I 75 Glen Road,Suite 312 Sandy Hook,CT 06482 T: 203127519255 C! (2),2x10 Header i @ 1� I i I \/ 61, F2xu Rafters @ 16"oC Simpson LRU21OZ hangers (3)2X12Fafte 2x12 Rafters j rat each rafter,typ. @ 16"CIC 2x10 Ceiling k ♦ Joists @ 16"oc a) Of - � - ___ - -- -__ - -:: - ---- _ ----_ -_ --- _j '00 (at 9'-0"AFF) 5-4"Kneewall � 00 X 2x10 Rafters@16"oc X cli so ers D v (Shed Dormer) I v I co 2x12 R @ 16"oc (3)2x12 Rafter — — — -\ Simpson Hold-Down LTTP2 NOTES eader @ 48"oc attached to stud as N00 (2)2x10 1 (3)1 3/4"x 9 1/2"LVL Header (LW2 after %.Io C) per manufacturers 9 0) instructions;with 1/2"Ox26" Opp N I threaded rod&3'x3'x1/411 (D 2x Rafter blocks T.O. Plate 4'-0" 1 plate washer&nut at top plate :2 n to align with main FL _0 0 0 9 2x12 Ra ers @ 16'oc 2x12 Rafters l@.16"o of roof rafters 6 a)DAD _P CD WO Rafters 0-E0 0 @ "oC- CO 00, n a) (3)2):12 Rafter (2)Jz cks, 0 _U5 (00 (Shed Dormer) L Co -, I 04 each end tl- 04 04 (1)King 00 00 C) X (0 X C) 6 2x Rafter blocks to align + X @) —of header with main roof rafters Cl) A W K ) �6�) �t M 0) % (3)2x10 Rafter Ref. North 2x1 0 1 Rafters V I a) M I I CC:4' (0 co @ 16'oc- a: of - Overbuild x 00 El X (8) ---------------------- _j (3)2x6 Post W X 00%-__ P C14 C14 @ L(0 (Shed Dormer) E X 2x10 Rafters I rs @ 16"oc 2x12 Ridge 04 2x12 Ridge 1% R 16"o(00 16"oC W "8 ;0 - - - I X X iN I N I Go Overb jild ♦2x Rafter blocks 2x1 0 Ceiling X 2x Rafter blocks to align U) Ix NEW CONSTRUCTION to align with main U) Joists @ 16 oc with main 40 1 ��at 1 0'-O"AFF) -_ -0 'th roof rafters roof rafters a) FOR THE Simpson LSTA15 @ 0� Si ' I - - = I I -, - - - A M zoy a) I .@ each rafter,typical (3)2x6 Post L_. ff \ ` oo - IV 1 -1 > P _P (3)2x10 R,ifter co X J_ 0�1 a) X C-4 C) 0-co 04 2x1 -2 > _X 0 04-2 - _ _ _ _) Hips r ZI N000 i � (9 i I % 1 3/4"x 16"LVL Ridge F — - — - — - — - — - — - — - — - Co 2x12 R SEE1.rGRANDE cc, i 2x12 Rafters 16"oc rta - (3) after 00 I 2x12 Rafters 16"oc- 4 a) RESIDENCE I M -P W Zo 41 0, 7*14/ (3)2x12 Raftefo*1 P,C:' X Zo 2x12 Rafter O�erbuild N no' U_ < 004% 495 AUGUST ROAD F 2x10 Ceiling 0) :2 C'4 2x1 2 R ♦ Joists @ 16"oC C:' Ln T 0) 0 X 0 CD @ 16"oc -0"AFF) =0 04 0 (at 9 0) _j L GREENPORT NY 11944 X ------ Q0 4' 1 1 ISSUED FOR CONSTRUCTION 06/10/2024 X �i WORafters@16"oc /c" _ - - -) I I (_ - - -_ --- - - -_ - ;-- C14 REVISIONS A- I U) - 00-1 2x1 0 Rafters @ 16"oc X co I W E 1 7 N X (Shed Dormer) olw: = , " I _______1 I ___4/4 2x10 Ceiling > (Shed Dormer) +4 A DESCRIPTION DATE I IT 1 04 i \:6, 04 X CO It = 0 Joists @ 16"oc 1 0 y q 04 ID 0 04 (at W-WAFF) TO _40 X MCI 2x12 R 2x10 Ceiling @ 16"oc Joists @ 1 "OC 6 a- 2x12 R3fters Cl) I Simpson LSTA16 @ 0 1*** @ 16" 9m 0 each rafter,typical 3)2x12 0) 2x12 Rafters I Rafter T.O. Plate 7'-10 1/2" (3)2x12 @ 16�oo 2x12 Raft @ 16"oc CU N r 600 01 Mn C14 CL 4 �2x'12 Rafters b-16"oc X C O 04 G I t I M Rafters M Rafters L @ 16'PC. 10 Head [PRINCI-PAL P.A. Author (2)2x I 1 (2)2x Header 10 Hader 16"ocII - PROJECT# 1035 SCALE 1/4"= 11-01, .70 CONSTRUCTION DOCUMENTS X X C-j N 0 C%4 C' X Framing Note: C14 See SO-1 for Simpson connectors at roof ridge,rafter to wall, Roof Framing Plan ------ -------% q T wall to wall,wall to base plate&base plate to foundation; 2)2x10 Header for fastener information;and for general framing notes. ( CD DOYLE COFFIN ARCHITECTURE,LLC 2024_14 EDgRc'yi - i SHEET ROOF FRAMING PLAN swAf ��-3 1/4"= 1.41 5086 OF N_ 6/13/2024 2:21:00 PM ----------- I I I C5 I L i Vic i DOYLE I C OFF ARCHITECTURE I j Doyle Coffin Architecture, LLC 158 Danbury Road I Ridgefield, Connecticut 06877 it 203143116001 203143119764 fax j info@doylecoffinarchitecture.com doylecoffinarchitecture.com � �—-- ------ - ---- - -- Structural Engineers 1 N.J.Mazzaferro,P.E.-Professional Engineer j P.O. Box 57 Greenport,NY 11944 I � T: 516145715596 i Landscape Architect Brook Clark Landscape Architects I 75 Glen Road,Suite 312 1 Sandy Hook, CT 06482 T: 203127519255 C I I ! I ! i I I i D - = NOTES10 - - -- —I 0 00 16 2 R So�,es F i do -� -r1?R s Ref. North / ✓ \ / der �2�ja s s,°C E 2k f s,o 10 '!h' \ _ 16., for _ 0 / ti ``.(- \ �✓oi is Co'f hg \ N�� \ FF„ 76e� '� /pCe Ra s 8 NEW CONSTRUCTION OC g✓°fists@ s FOR THE ;. \ OC ♦ each on LSTAcal@ / j \ 6 Rahe� _ (2)Jacks etween windows ,Oes 4 00 s F/° SEEIrGRANDE �Sts RESIDENCE 00 ♦ ' 495 AUGUST ROAD 3 2x4 Post / a F -, l \ ✓oasts in / ♦ Simpson LSTA16 @ ` O (`It9, @,69 / / each rafter,typical q,e FJ_ood / 2k7 ` , / Simpson HU2.1/11 Joist Hangers,typ. GREENPORT, NY 11944 J �,-- - -�- (3�2 / �� , @,6;4a�or T✓/ " ' ` ISSUED - -- --- � �--- k,2Ra oo s /soc FOR CONSTRUCTION 06/10/2024 REVISIONS --- --- -- - e DESCRIPTION DATE - q) (2)Jacks,(1)King mte each end of headers s o a °rs 72Ra / c/ ft, a h 2x/ @ ,R @ 7 ,Rare G ♦✓oiSt�Ce%ih / 6'p4 ti 2�8 R 6 oc"erS- (3)2x6 PostJ- -- (et8,,,@ 7 9 / �'� �� /6 PRINCIPAL Checker] [.A. Author FP°C (? /rye _ ---- -- - --- --- / [ROJECT# -1035] [SCALE - 1/4"= 1'-01, afar yeode� -- _ CONSTRUCTION DOCUMENTS - a ra e Framing Framing Note:See SO-1 for Simpson connectors at roof ridge,rafter to wall, Plans wall to wall,wall to base plate&base plate to foundation; `- for fastener information;and for general framing notes. C�C D FFIN ARCHITECTURE,LLC 2024 ] �C? �- �R A Hli ---- - - E = I - SHEET - � ♦ I &014 \ I 2 GARAGE ROOF FRAMING PLAN 1 GARAGE SECOND FLOOR FRAMING PLAN I S1-4 1/4"= 1'-0" S1-4 1/4"= 1'-0" ' N'9 9 5085 � -- - O OF N E�� 6/11/2024 2:02:37 PM 1 2 3 4 5 -- 6 7 1 8 9 10 - -- - - ----- - -- - - --- -- - —1— --�---- ---- --- - - --- J— ---- I ELECTRICAL SYMBOLS j SYMBOL TYPE SYMBOL TYPE SYMBOL TYPE SYMBOL TYPE SYMBOL TYPE so Smoke Detector Fan/Light i Single Pole Switch Duplex Outlet -a Telephone Outlet SP Speaker \ I V101 Carbon co Detector Low Voltage i 3 3 Way Switch Quad Outlet Data/CAT5 Outlet JB Junction Box A� Ceiling Mounted Fixture Track i 4 4 Way Switch 220V Special Outlet Cablelrelevision Outlet ® Service Panel DO VIL LE I COFFIN j GFI +46 } Pendant Fixture Linear LED/Fluorescent 4� Dimmer Ground Fault Interupter Garage Door Opener Entrance Meter T lJ Recessed Fixture Spot Lights Motion Sensor WP Weatherproof Outlet F-1 Doorbell Button Recessed Wallwasher Keypad Switch =4n Switched Outlet c H Doorbell Chime O Doyle Coffin Architecture, LLC } Wall Mounted Sconce Floor Outlet TO Thermostat j 158 Danbury Road Ridgefield, Connecticut 06877 O j 203143116001 203143119764 fax info@doylecoffinarchitecture.com \ doylecoffinarchitecture.com -------------------T - - ----- -- - --- Structural Engineers N.J. Mazzaferro,P.E.-Professional Engineer P.O. Box 57 -------------L--------- - \ ' Greenport,NY 11944 T: 516145715596 Landscape Architect Brook Clark Landscape Architects 75 Glen Road,Suite 312 Sandy Hook,CT 06482 T: 203 1 275 1 9255 -------- -- --------------- ----- - C , -- -- - , / i II / I , � I D i NOTES � i I � i I I � 1 � I 1 / i ------------------` Ref. North El i' ------- NEW CONSTRUCTION FOR THE / I / I SEEIrGRANDE RESIDENCE - - ----------- _ - - 495 AUGUST ROAD F \-- - � GREENPORT, NY 11944 -------------------------- -- -- ISSUED FOR CONSTRUCTION 06/10/2024 -- REVISIONS - ---- -- -- - - A DESCRIPTION DATE / i I / I Up to switch I � Y , , I I i G / PRINCIPAL Checker P.A. Author i T----- [-- --] [----- ---- [PROJECT# 1035 [SC E 1/4" CONSTRUCTION DOCUMENTS -- - ;-------------------------; Basement Lighting Plan -- ------------ C DOYLE COFFIN ARCHITECTURE,LLC 2024 H L-- - ,,y I SHEET - —- ❑ ---------- EDA -❑ R L' -- 1 BASEMENT REFLECTED CEILING PLAN ' I ,N� i� 5 815 I �OFtvE�Ny�� L I 6/11/2024 2:02:07 PM 1 2 3 4 5 6 7 8 9 Td house switch - ----- -- -- ELECTRICAL SYMBOLS I r i SYMBOL. TYPE SYMBOL TYPE SYMBOL TYPE SYMBOL TYPE SYMBOL TYPE so Smoke Detector Fan/Light Single Pole Switch Duplex Outlet -� Telephone Outlet SP Speaker j Carbon Monoxide ,I A � Detector O Low Voltage ,i 3 3 Way Switch � Quad Outlet Data/CAT5 Outlet © Junction Box --4 C 0" F F", I N } Ceiling Mounted Fixture Track i 4 4 Way Switch 220V Special Outlet rw Cablerrelevision Outlet ® Service Panel D Y � I Oi } Pendant Fixture > _ Linear LED/Fluorescent 4��` '/ Dimmer GFI+46Ground Fault Interupter $ Garage Door Opener Entrance Meter rl, C T V T A I I 1 1Ll I Recessed Fixture Spot Lights Motion Sensor WP Weatherproof Outlet 0 Doorbell Button j Recessed Wallwasher 0 Keypad Switch Switched Outlet cH Doorbell Chime Doyle Coffin Architecture, LLC E�3 Wall Mounted Sconce $ Floor Outlet TO Thermostat 158 Danbury Road Ridgefield, Connecticut 06877 203143116001 203143119764 fax i info@doylecoffinarchitecture.com doylecoffinarchitecture.com� B - --- -- - Structural Engineers N.J. Mazzaferro, P.E.-Professional Engineer ox 57 Greenport,,NYB 1944 Gara a T: 516145715596 - - — xt n — ! Shower ; --- ! ;ixtur ( Landscape Architect Brook Clark Landscape Architects 75 Glen Road,Suite 312 `\ / Sandy Hook,CT 06482 L T: 203127519255 C I GFI — ' b \ +46 I / '3 +46 jI Power to j i 1 \\` vIv +46 -- I gas I fireplace j \\ ---- \ \ 1 I ---------------- \ \ \ .-------- WP — - ` NOTES 1 1 \\\ 1 \ I/-�' -/ 1 M4M3t 1 --- ---'1 / I LFGFI / — Up to / pendant / fixture Up to ,.3 \� // Ref. North Fan / / recessed Power to E �\ 11 \\\ (4)Floor Outlets,locations TBD fixtures I / gas I \ \ I I I 1 fireplace 1 NEW CONSTRUCTION FOR THE Shower \ /GFI 1 See E1.3 for light fixtures above Up t° fixture r, � +46 / recessed fixtures / Up to / pendant \ i / I fixture �,, / , , °"er SEEL-GRANDE , I , re } , double I 1 ovens_ RESIDENCE I 3 3 Frz 11 495 AUGUST ROAD F / \ �/ +46 '\ 3 4 3 3 _ — — GREENPORT NY 11944 I - ISSUED FOR CONSTRUCTION 06/1012024� ' REVISIONS \ / Island T l \ \ __� �. , \ Island /� Power t range, \I (2)Floor Outlets,locations TBD \\ J \ I �` / powert hood DESCRIPTION DATE 1 \ `° ham' Fl Ref i \` — ,,� ZIP \\ 1 Micro \ \\ +46 1 / l i Fan i +46 \ Up to fixture \I \\ \ / \ 1 1 +46 Down to fixture / GFI \\ �` , \ /� `\ 1 GFI 1 w, 1�6 \`^ PRINCIPAL Checker P.A. Author --- ----------- — --- ` ----_--'' [PROJECT# 1035] SCALE - 1/4"= 1'-0'] CONSTRUCTION DOCUMENTS I , -� First Floor Lighting Plan I I I I [( D OFFIN ARCHITECTURE,LLC 2024 REO co _ H � — - - UU Fi 1 FIRST FLOOR REFLECTED CEILING PLAN f I 9f o'�, ------ --- - - - — - - - �5U8 6/11/2024 2:02:11 PM 2 3 4 5 6 1 7 1 8 1 9 10 Opp"" ELECTRICAL SYMBOLS SYMBOL TYPE SYMBOL TYPE SYMBOL TYPE SYMBOL TYPE SYMBOL TYPE sD Smoke Detector Fan/Light Single Pole Switch Duplex Outlet Telephone Outlet SP Speaker L A Carbon Monoxide Detector Low Voltage i 3 3 Way Switch Quad Outlet Data/CAT5 Outlet FjB Junction Box Ceiling Mounted Fixture �Track 4 4 Way Switch 220V Special Outlet Cable/Television Outlet Service Panel D OY LE I C 0� F V GFI +46 Pendant Fixture Linear LED/Fluorescent Dimmer =E) A R C H I T E C T U R E Ground Fault Interupter nQ:: Garage Door Opener Entrance Meter Recessed Fixture Spot Lights Motion Sensor WP Weatherproof Outlet 0 Doorbell Button Recessed Wallwasher Keypad Switch Switched Outlet cH Doorbell Chime Doyle Coffin Architecture, LLC Wall Mounted Sconce � Floor Outlet Thermostat 158 Danbury Road Ridgefield, Connecticut 06877 203143116001 203143119764 fax info@doylecoffinarchitecture.com doylecoffinarchitecture.com B F_ : Structural Engineers N.J. Mazzaferro,P.E.-Professional Engineer P.O. Box 57 Greenport,NY 11944 T: 516 1457 1 5596 Landscape Architect Brook Clark Landscape Architects 75 Glen Road,Suite 312 Sandy Hook,CT 06482 WP T: 203127519255 C� WP L F D T.O.Plate @ 9'-0"AFF - - --— ----- ----- -- ----- ------- ✓f/ —— NOTES j/ _T_T ------- QD Sloped ceiling T.O.Plate @ 9'-0"AFF =E) =E) �3 30= GFI +46 7c/>- Sloped ceiling under rafters Ref. North L False-framed i Power to I 1 El sloped ceiling I gas Sloped ceiling I 10'-0"Flat Fan I I I False-framed firep Downto sloped ceiling Pendant switch Ceiling lace NEW CONSTRUCTION Showe E)-- Sloped ceiling FOR THE --- fixturer GFI =E) --- ;061 Flat ceiling @ 8'-7" f 3 Down to SEEIrGRANDE switch RESIDENCE I X 41 �3 ---------- �3 k\ Ceiling 19'-0"Flat Flat Ceiling — — — — — — — — — — — — - - F 9 1 Sloped ceiling Ceiling GREENPORT, NY 11944 =E) 9'-0"Flat 495 AUGUST ROAD F, I // I ON 46 ISSUED FOR CONSTRUCTION 06/10/2024 Shower fixtures 11 1 REVISIONS 9'-0"Flat Ceiling 1 DESCRIPTION DATE — — — — — — — — — — — — — — — — — — — =E) Down to GF1 _�Fan Down to h =E)I switch 111�witc +46 Sloped ceiling I GF1 n G PRINCIPALChecker P.A. Author Pendant 1035] [SCALE 1/4 CONSTRUCTION DOCUMENTS Second Floor Lighting Plan C DOYLE COFFIN ARCHITECTURE,LLC 2024 -A,41�0' F ED SHEET H 9, T. Co ;J it SECOND FLOOR REFLECTED CEILING PLAN 1/4"= 1 1-01, OF NE 6/11/2024 2:02:15 PTVI 2 �— - - -- 3 4 1 5 6 7 �- ---- - - 8 9 10 — -- -� ELECTRICAL SYMBOLS SYMBOL TYPE SYMBOL TYPE SYMBOL TYPE SYMBOL TYPE SYMBOL TYPE sD Smoke Detector Fan/Light i Single Pole Switch Duplex Outlet -Q Telephone Outlet SP Speaker \ I Q A co Carbo oMonoxide Low Voltage i 3 3 Way Switch Quad Outlet Data/CAT5 Outlet JB Junction Box Ceiling Mounted Fixture Track �4 4 Way Switch �220V Special Outlet © Cable/Television Outlet ® Service Panel DO(14 j ICOFFIN I -�}- Pendant Fixture Linear LED/Fluorescent 4�� Dimmer =-0 GFI +46Ground Fault Interupter $ Garage Door Opener Entrance Meter Recessed Fixture Spot Lights Motion Sensor =O WP Weatherproof Outlet Doorbell Button Recessed Wallwasher 0 Keypad Switch =4!) Switched Outlet cH Doorbell Chime � Doyle Coffin Architecture, LLC } Wall Mounted Sconce n�)-- Floor Outlet TO Thermostat 158 Danbury Road Ridgefield, Connecticut 06877 j 203143116001 203143119764 fax I info@doylecoffinarchitecture.com doylecoffinarchitecture.com B Structural Engineers N.J. Mazzaferro, P.E.-Professional Engineer P.O. Box 57 Greenport,NY 11944 T: 516145715596 j Landscape Architect Brook Clark Landscape Architects 75 Glen Road,Suite 312 Sandy Hook,CT 06482 T: 203127519255 i � I I ; ' C 1 i i I I I I, I I I I I I D� I NOTES 1 --- ' �C � 1 I � 1 � I ' I Ref. Nort Up to 2nd i �— \\ floor fixtures ' Down to switch % i i NEW CONSTRUCTION I , � % � Garage Door Opener � FOR THE SEEIrGR.ANDE RESIDENCE 495 AUGUST ROAD F L GREENPORT NY 11944 Garage Door Opener � — ----- -- ----------- ISSUED FOR CONSTRUCTION 06/10/2024 REVISIONS —--- - 0 DESCRIPTION DATE n I i 1 � I � I 1 i G To house switch PRINCIPAL PTC P.A. EEF � PROJECT# 1035 SCALE 1/4"= 1'-0"] CONSTRUCTION DOCUMENTS -I Gara a Lighting g I Plans EODOYLE COFFIN ARCHITECTURE,LLC 2024 F - I ��Rl~D,gRC , SHEET H R �� 2 GARAGE SECOND FLOOR REFLECTED CEILING PLAN 1 GARAGE FIRST FLOOR REFLECTED CEILING PLAN E1.4 1/4"= 1'-0" E1.4 1/4" 0250B pQ- --------- — - -- -- - N - -- - - 6/11/2024 2:02:16 PM