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Home My WebLink About1000-113.-4-8 OFFICE LOCATION: OF SouTif0 MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 G • Telephone: 631 765-1938 '00UNTY,�� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From. Mark Terry, AICP LWRP Coordinator Date: December 9, 2020 Re: LWRP Coastal Consistency Review for CAROLINE TOSCANO SCTM# 1000-113-4-8 Carmelhill Architects on behalf of CAROLINE TOSCANO requests= Wetland-Permifto construct a new 3,242sq.ft. two-story, single-family dwelling with attached two car garage; a 74sq.ft. front roof over entry; and 325sq.ft. two rear decks. Located: 610 Jacksons Landing, Mattituck. SCTM# 1000- 113-4-8 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that- the action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP provided the following is required to protect ground and surface waters: 1. Require the installation of a I/A OWTS. 2. Require that the NYSDEC 40' Non-Disturbance buffer and 25' foot wide buffer seaward from the structure noted on the survey be memorialized in a Covenant and Restriction filed with the Office of the Suffolk County Clerk. NYSDEC Permit ID 1-4738-03928. 3. Note that a 50' wide buffer was required by the Board of Trustees in Wetland Permit 7475 issued in 2011. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney r Town of Southold LWRP CONSISTENCY ASSESSMENT FORM DEC - 7 2-020 A. INSTRUCTIONS �"� °�'"� "�''''" II R+rir card 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will: be evaluated' as to its significant beneficial and adverse effects upon the coastal-area(which includes all of Southold Town 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer-.must-be explained in detail, listing both supporting and non- suptiortinp,facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,'it shall.-not be,undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 113 . - 4_ . 8 PROJECT NAME . -Toscano Residence The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. Board of Trustees ` ! 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation,land transaction) (b) Financial assistance(e.g. grant,loan, subsidy) (c) Permit, approval,license,certification: I X1 Nature and extent of action: Town building permit Location of action: 610 Jacksons Landing, Matti'tuck, NY 11952 Site acreage: south side of Jacksons Landing, 550.86 feet east of Mill Road Present land use: vacant Present zoning classification: ___ R-40, residential low density AA 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Caroline Toscano (b) Mailing address: 31 Edgewood Drive New Hyde Park, NY 11040 (c) Telephone number: Area Code( ) 516-582-1705 (d) Application number,if any: Will the action be directly undertaken,/require funding, or approval by a state or federal agency? Yes ❑ No R If yes,which state or federal ageizcy? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 2..Protect and preserve historic and archaeological resources of the Town of Southold. See LW12P Section III'—Policies Pages 3 through 6 for evaluation criteria ❑ Yes 0 No 0 Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes Q No Q Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life', structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for,evaluation criteria W Yes ❑ No 1:1 Not Applicable All the erosion control measures proposed on the site including but not limited to silt fencing, staked hay bales, gradual regrading, seeded/grassed areas, and-maintained-wooded areas and wetland areas, are measures to^ protect the shoreline from upland erosion. These measures will also prevent sediment contamination of Mattituck Creek. There are no proposed hardened shoreline installations, no bulkheads, and no land disturbance of the shoreline areas. The property and shoreline are generally not considered to be erosion prone areas, neither from tidal action or wave action. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria Yes ❑ No E]Not Applicable The property has received a prior health approval for a suitable septic system design from the Suffolk County Department of Health Services to treat-and disperse-all naturally produced human waste in an environmentally sensitive manner but has expired. A new design and application has been-su mitte and awaiting approval to protect the quality of local water resources and prevent run off or contamination of the-localWater supply. I h e property will not further tax the existingSouthold-we water supply_because i willreceive water from e 8 u o County Water Authority. ere is a prior approval u again, a new application has been submitted and is expected to-be approved. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Q ❑ 0 Yes No Not Applicable Construction and development on the proposed site is limited to the northern half of the property, as dictated by the Suffolk County Department of Health Waste Water management Department and also by the NYS DEC. No land clearing is to be allowed on the southern portion of the property. The existing wetlands areas bordering Mattituck Creek will be maintained. The existing wooded areas bordering the-creek will be-maintained-for ecological reasons, but also,as a natural privacy buffer. A comprehensive silt fence and staked hay ale system will be continuously maintained to ensure no erosion or sediment makes it's way into the Wetlarf s orthe creek: Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes F] No� Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. D Yes Q No 0 Not Applicable PUBLIC COAST POLICIES ' Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. Yeo No Not Applicable Attach additional sheets if necessary i WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section M.—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No [XI Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No El Not Applicable PREPARED BY Edward Koenig TITLE architect DATE 7-3-20 W �. 20 3C RosC ensl Bird's eye Lateis « t ' S + + N + i •a„ s E At Y � .pj. T r ate;;!' ' it 4.. « _�. «�,. - �: •gym.; �ti ��« ,40 Aff 4Y e. .• �. • � :. •` G' 2`yds w.E• �ec:-TA F::m�., t -�.r•ca:,. N •;; " 2D 30 I Rood Aevi.i alias ere 1 Labels w E ED 1 „y, j ,r_; � �0.1� ��+. .r � . � '�i. 1 •n��, a- 25 yds bing- o moa ms=W2 cwpmnr ausomevyesccEROmo9 viaomecj rserna�ati�cora r � y t R .. 7 w � °'� � � �'.�� _� jam .. ,•t. j�t �. �� • �i` ' r .� ..Yyy w 1.�. �..�Aw .. •�ti Y _ t tt „ MY 77 • • oif View of property looking east. ��• rpt a. ^� ♦• r r,�, ay t i � ti` ; 2D 30 Road Aeftl Bkft a" h ,�y,i!$M � �•� X•r"11,t'!a� .y .•.v� s,'1 r � ,'•;'�.*.e�,�J y� �. 'h. ' � • y � .. ! 'l ►! �at y, _'471 d ��X�� t t�. J'Si �. LFI,t"}"d � r` �"f�! �t _ ! •�yTSy ,f i'f 4^ ;_'i � �� ,.1 r. Wa Si r " •r.1 r 3 0 A :tom - !�z'r. =`--•' View of property looking south. 1111 III 1111 1111 ■ I O 1�p1I11 o I 111111 1 I ,111 11 /r I 11- Norse MEQ. ■1■■■■ ////■/// MEN ■/IOEM ■ ■■■ ■■■ If MEN III! Will � ---- n ■■■■ n m/n// in, /m — /1/ //1/ //// //// - • �. - '�Y. ,�Y•r ,�• i �;sy�a ` •J+yt, t - _. ...".�,.. � ;A:'. �'� -r :+M _ - �•s:•' ,,.+ r`.: ... .� •4 M �r..-.T. ,�-' �+ _., - . ,. �, i ,.fin... -�- �- 1, =t+�..: .�"'. 1 ""i•�.. " { gg h, r E ._.. .e ! �' 1#r _. i �.. .tet� -- : ` _ � ;If ' �1-..Yh� ,. •p!4 .•tiv�. 'C.. -�,r .� - 7 Y - ••"r y f ,. :.,,. s `. , -.A ..,tet - ,. cw ,a�` �, kh t;' yw � _ - 1►'-"� rN v } V , • - r ., ,yam ... � . ., :,�• � c. `: - 1' - ..��•!''_ _ '..�K v4 - Generated by REScheck-Web Software Compliance Certificate Project TOSCANO RESIDENCE Energy Code: 2018 IECC Location: Mattituck, New York j Construction Type: Single-family I Project Type: New Construction Orientation: Bldg. faces 0 deg. from North Conditioned Floor Area: 4,784 ft2 Glazing Area , 22% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 610 JAKCSONS LANDING TOM &CAROLINE TOSCANO EDWARD KOENIG-R.A.,A.I.A. MATTITUCK, NY 11952 610 JACKSONS LANDING CARMELHILL ARCHITECTS MATTITUCK, NY 11952 415 LAKE AVENEUE SOUTH 917-440-0916 NESCONSET, NY 11767-1848 Email: CARMELHILLI6@gmail.com Compliance: 6.5%Better Than Code Maximum UA: 475 Your UA: 444 Maximum SHGC: 0.40 Your SHGC: 0.26 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 I Envelope Assemblies Gross Area Cavity Cont. Assembly or U-Factor UA ReVimeter Ceiling 1: Flat Ceiling or Scissor Truss 56 30.0 0.0 0.035 2 Ceiling 2: Flat Ceiling or Scissor Truss 1,723 30.0 0.0 0.035 60 FIRST FLOOR NORTH WALL:Wood Frame,24"o.c. 105 21.0 0.0 0.056 4 Orientation: Front Window 1:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation: Front Window 2: Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation: Front FIRST FLOOR NORTH WALL(2): Wood Frame, 24" D.C. 106 21.0 0.0 0.056 4 Orientation: Front Window 3:Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.28 Orientation: Front Window 4: Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.28 Orientation: Front Window 5: Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.28 Orientation: Front 85 21.0 0.0 0.056 3 Project Title: TOSCANO RESIDENCE Report date: 06/01/20 Data filename: Page 1 of 12 ''Gross re U-Factor UA, M. Door 2: Glass 8 0.180 1 SHGC: 0.05 Orientation: Front Door 3: Glass 20 0.270 5 SHGC: 0.16 Orientation: Front Door 4: Glass 8 0.180 1 SHGC: 0.05 Orientation: Front FIRST FLOOR NORTH WALL(4):Wood Frame, 24"o.c. 2 21.0 0.0 0.056 0 Orientation: Left side FIRST FLOOR SOUTH WALL:Wood Frame, 24" o.c. 437 21.0 0.0 0.056 17 Orientation: Back Door 5: Glass 33 0.300 10 SHGC: 0.23 Orientation: Back Door 6: Glass 33 0.300 10 SHGC: 0.23 Orientation: Back Window 7:Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.28 Orientation: Back Window 9:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.28 Orientation: Back Window 11:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.28 Orientation: Back Window 10:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.28 Orientation: Back Window 8:Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.28 Orientation: Back Window 6: Woad Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.28 Orientation: Back FIRST FLOOR WEST WALL:Wood Frame, 24" o.c. 330 21.0 0.0 0.056 17 Orientation: Right side Window 12:Wood Frame:Double Pane with Low-E 7 0.300 2 SHGC: 0.28 Orientation: Right side Window 14:Wood Frame:Double Pane with Low-E 6 0.300 2 SHGC: 0.28 Orientation: Right side Window 15:Wood Frame:Double Pane with Low-E 15 '0.300 5 SHGC: 0.28 Orientation: Right side Window 13:Wood Frame:Double Pane with Low-E 7 0.300 2 SHGC: 0.28 Orientation: Right side FIRST FLOOR NORTH WALL(5):Wood Frame, 24" o.c. 21 21.0 0.0 0.056 1 Orientation: Left side FIRST FLOOR NORTH WALL(6):Wood Frame, 24" o.c. 8 21.0 0.0 0.056 0 Orientation: Right side FIRST FLOOR EAST WALL: Wood Frame, 24" o.c. 309 21.0 0.0 0.056 14 Orientation: Left side Door 7: Solid 18 0.300 5 Orientation: Left side Project Title:TOSCANO RESIDENCE Report date: 06/01/20 Data filename: Page 2 of12 Grqss Area Cavity Cont. I Perimeter Window 16:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation: Left side y Window 18:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation: Left side Window 17:Wood Frame:Double Pane with Low-E 3 0.300 1 SHGC: 0.30 Orientation: Left side FIRST FLOOR NORTH WALL(7):Wood Frame,24"o.c. 125 21.0 0.0 0.056 5 Orientation: Front Window 19:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation: Front Window 20:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0,28 Orientation: Front SECOND FLOOR SOUTH WALL:Wood Frame, 24"o.c. 390 21.0 0.0 0.056 13 Orientation: Back Door 8: Glass 53 0.300 16 SHGC: 0.23 Orientation: Back Window 21: Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.28 Orientation: Back - Window 23:Wood Frame:Double Pane with Low-E 23 0.300 7 SHGC: 0.28 Orientation: Back Window 37:Wood Frame:Double Pane with Low-E 30 0.300 9 SHGC: 0.28 Orientation: Back Window 36:Wood Frame:Double Pane with Low-E 30 0.300 9 SHGC: 0.28 Orientation: Back Window 22: Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.28 Orientation: Back SECOND FLOOR EAST WALL:Wood Frame, 24" o.c. 273 21.0 0.0 0.056 13 Orientation: Left side Window 24: Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation: Left side Window 26: Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation: Left side Window 25:Wood Frame:Double Pane with Low-E 6 0.300 2 SHGC: 0.28 Orientation: Left side SECOND FLOOR WEST WALL: Wood Frame, 24" o.c. 263 21.0 0.0 0.056 13 Orientation: Right side Window 27: Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation: Right side Window 29: Wood Frame:Double Pane with Low-E 4 0.300 1 SHGC: 0.30 Orientation: Right side Window 28: Wood Frame:Double Pane with Low-E 3 0.300 1 SHGC: 0.30 Orientation: Right side SECOND FLOOR NORTH WALL: Wood Frame, 24" o.c. 123 21.0 0.0 0.056 6 Orientation: Front Project Title: TOSCANO RESIDENCE Report date: 06/01/20 Data filename: Page 3 of 12 Window 30,Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation: Front Window 31:Wood Frame:Double Pane with Low-E 2 0.300 1 SHGC: 0.31 Orientation: Front SECOND FLOOR NORTH WALL(2): Wood Frame, 24" o.c. 73 21.0 0.0 0.056 2 Orientation: Front Door 9: Glass 40 0.300 12 SHGC: 0.23 Orientation: Front SECOND FLOOR NORTH WALL(3): Wood Frame, 24" o.c. 1 21.0 0.0 0.056 0 Orientation: Right side SECOND FLOOR NORTH WALL(4):Wood Frame, 24" o.c. 107 21.0 0.0 0.056 6 Orientation: Front Window 32:Wood Frame:Double Pane with Low-E 4 0.300 1 SHGC: 0.30 Orientation: Front Window 33:Wood Frame:Double Pane with Low-E 4 0.300 1 SHGC: 0.30 Orientation: Front SECOND FLOOR NORTH WALL(5): Wood Frame, 24" o.c. 6 21.0 0.0 0.056 0 Orientation: Right side SECOND FLOOR NORTH WALL(6): Wood Frame, 24" o.c. 93 21.0 0.0 0.056 4 Orientation: Front Window 34:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation: Front Window 35:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.28 Orientation: Front SECOND FLOOR NORTH WALL(7): Wood Frame, 24" o.c. 1 21.0 0.0 0.056 0 Orientation: Left side Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,784 30.0 0.0 0.033 59 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 Sign ° �®��iOO /� , Date V Project Title: TOSCANO RESIDENCE Report date: 06/01/20 Data filename: Page 4 of 12 REScheck Software Version' : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% 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. sctioi;`�'%i lH„may'• Ha�� ,:«'y �"'Fa' ,::=6;�m`3r/ ;` .x.,,x „ , h��,,.u,„,�,,, / a, �� °n: ;�� ,�° ��;✓' °NI�Eans V,��t° ;i Meld�dee'i$ie ;%%; 9 �� Erle s �„ rner�t 1 � r A VawIt�e M lltlte �f 103.1, ;Construction drawings and i'•n%`''” ❑Complies 103.2 !documentation demonstrate ❑Does Not [PRJ]1 ;energy code compliance for the ;building envelope.Thermal ° ' ,a []Not Observable 3 :envelope represented on ''y"' ❑Not Applicable ;construction documents. 103.1, {Construction drawings and %,,„„; ❑Complies ; 103.2, 'documentation demonstrates ;,,; ❑Does Not 403.7 !energy code compliance for [PR3]1 ,lighting and mechanical systems. ❑Not Observable !Systems serving multiple % %�'�, � �t ❑Not Applicable :dwelling units must demonstrate ” ;compliance with the IECC / 0- 'Commercial Provisions. ;Heating and cooling equipment is; Heating: Heating: ❑Complies 17rA sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not >"on loads calculated per ACCA Cooling: Cooling: Manual J or other methods ❑Not Observable , 0 711 approved by the code official. ! Btu/hr Btu/hr ❑Not Applicable ; • n ',Yu} E i Additional Comments/Assumptions: 1 High Impact(Tier 1) - %F Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: TOSCANO RESIDENCE Report date: 06/01/20 Data filename: Page 5 of 12 �.r, ,, as;arzv�,�i. ,�l'2?5 a r ,c, ao111�1illilEt,�l4111lill '% 7_71 FYomnkopt lnp@ CdAD 6 rJag 4 ;A protective covering is installed to ❑Complies protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ° ' � grade. ❑Not Observable: �„o ., ❑Not Applicable Asg, 5 „ now-and ice-melting system controls ❑Complies installed. ❑Does Not u ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) Medium Impact(Tier 2) 1,13,1 Low Impact(Tier 3) Project Title:TOSCANO RESIDENCE Report date: 06/01/20 Data filename: Page 6 of 12 ` ' ' ^ ' ' ' 402.1.1, ;Door U-factor. U_ U- !E]Complies :See the Envelope Assemblies 402.3.4 :table for values. :ODoes Not !E]Not Observable :E]Not Applicable 402.1.1, iGlazing U-factor(area-weighted U__ U- ',E]Complies :See the Envelope Assemblies 402.3.1, average). table for values. :E]Does Not 402.5 !EINot Observable 303.1.3 :U-factors of fenestrati on products wo 77 [FR411 :are determined in accordance E]Does Not :with the NFRC test procedure or taken from the default table. [:]Not Observable E]Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ElComplies [FR2311 :installed per manufacturer's E]Does Not E]Not Observable E]Not Applicable 402.4.3 lFenestration that is not site built 50/,�r ElComplies [FR20]1 :is listed and labeled as meeting E]Does Not :or has infiltration rates per NFRC :400 that do not exceed code 4 -rated recessed lighting fixtures i� W a AN/", ElComplies ,!P,F,l sealed at housing/interior finish E]Does Not and labeled to indicate :52.0 cfm 401 F, E]Not Observable E]Not Applicable 403.3.1 :Supply and return ducts in attics # 10 "M LJComplies [FR12]1 :insulated >= R-8 where duct is E]Does Not >= 3 inches in diameter and >= :R-6 where< 3 inches.Supply and E]Not Observable return ducts in other portions of LJNOt Applicable :the building insulated >= R-6 for :diameter>= 3 inches and R-4.2 for<3 inches in diameter. A Io 403.3.2 ;Ducts, air handlers and filter lies Com [FR13]1 :boxes are sealed with 0K ot :joints/seams compliant with International Mechanical Code or E]Not Observable driternational Residential Code,as E]Not Applicable Building cavities are not used as Elcomplies ducts or plenums. E]Does Not E]Not Observable Not Applicable HVA piping conveying fluids R- R- 'Elcompi s abo e 105,QF or chilled fluids :E]Does Not below 55 QF are insulated to--R- 1EINot Observable 3. :E]Not Applicable 403.4.1 :Protection of insulation on HVAC N 510 [FR2411 :piping. E]Does Not N able 461;S J Hot water pipes are insulated to R- R- ';E]Complies E]Not Observable ;E]Not Applicable 1 High Impact(Tier 1) Medium Impact(Tier 2) [�K31,�J Low impact(Tier 3) Project Title:TOSCANORESIDENCE, Report date: UO/Ol/ZO Datafi|ename: Page 7ofl2 ,ew"", dr*' 6., -erlfi -C ia 4 w J �5 i�tbm*� slA,Poll OU0194 Automatic or gravity dampers are ies MPI ffRI91 n,installed on all outdoor air V Not ,,1'.A14W,WQ4,into and exhausts. EIN ot Observable E]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium Impact(Tier 2) 1'3,,]Low Impact(Tier 3) Project Title:TOSCANO RESIDENCE Report date: 06/01/20 Data filename: Page 8 of 12 ' ^ RIO Aik Of, All installed insulation is labeled or the installed R-values E]Does Not E]Not Observable E]Not Applicable 402.1.1, Tloor insulation R-value. R- R- 'ElComplies ,See the Envelope Assemblies 402.2.6 ;table for values [INJ]1 E] Wood Wood !E]Does Not Steel E] Steel :E]Not Observable :E]Not Applicable ' 303.2, !Floor insulation inst-a-Iled-per OComplies 402.2.7 :manufacturer's instructions and UP E]Does Not I Fv [IN211 ;in substantial contact with the E]Not Observable SO :underside of the subfloor, or floor E]Not Applicable ;framing cavity insulation is in contact with the top side of 10 11 :sheathing, or continuous :insulation is installed on the :underside of floor framing and ;extends from the bottom to the :top of all perimeter floor framing 402.1.1, :Wall insulation R-value. If this is a: R- R- IE]Complies See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the : 'E]Does Not ;table for values. 402.2.6 !wall insulation on the wall [IN311 :exterior,the exterior insulation El Mass E] Mass :,E]Not Observable E] Steel E] Steel 'E]Not Applicable :requirement applies(FR10). 303.2 Mall insulation is installed per ElComplies E]Does Not [IN411 !manufacturer's instructions. E]Not Observable E]Not Applicable Additional Comments/Assumptions: ' ' 11 High Impact(Tier 1) Medium Impact(Tier 2) ----J7�3;T� Lowlmpact(Tier 3) ' ` Project Title: TOS[ANDRESIDENCE Report date: 06/0I/20 ' Data filename: Page Qofl2 - ' ' ' ' JOS ica 77 402.1.1, :Ceiling insulation R-value. R- R- 11 [Complies :See the Envelope Assemblies 402.2.1, :table for values. E] Wood E] Wood E]Does Not 402.2.6 El Steel E] Steel :E]Not Observable [Fill' ;,E]Not Applicable 303.1.1.1, Ceiling insulation installed per ElComplies 303.2 :manufacturer's instructions. E]Does Not [F1211 !Blown insulation marked every :300 ft2. IN E]Not Observable E]Not Applicable 400-.,�' 'Vented attics with air permeable ElComplies insulation include baffle adja cent E]Does Not 1to soffit and eave vents that []Not Observable extends over insulation. E]Not Applicable 402.2.4 :Attic access hatch and door R- R- ;E:]Complies [F1311 :insulation �tR-value of the :E]Does Not :adjacent assembly. UNot Observable ;[]Not Applicable 402.4.1.2 Blower door test@ 50 Pa. <=5 ACH 50 ACH 50 :E]Complies F11711 :ach in Climate Zones 1-2, and E]Does Not :<=3 ach in Climate Zones 3-8. E]Not Observable !E]Not Applicable !402A'46�,'JWood-burning fireplaces have tight fitting flue dampers and *151 outdoor air for combustion. L_JNot Applicable 403.3.3 !Ducts are pressure tested to cfm/100 cfm/100 :LJComplies [F127]1 :determine air leakage with ?t-2 ft2 :E]Does Not ,:either: Rough-in test:Total E]Not Observable :leakage measured with a :pressure differential of 0.1 inch :E]Not Applicable 1w.g.across the system including :the manufacturer's air handler enclosure if installed at time of !test. Postconstruction test:Total !,leakage measured with a ' :pressure differential of 0.1 inch :w.g.across the entire system iincluding the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 :E]Complies T]Does Not <=3 cfm/100 ft2 without air ;handier@ 25 Pa. For rough-in []Not Observable EINot Applicable :tests,verification may need to :occur during Framing Inspection. 403.3.2.1 :Air handler leakage designated ElComplies [F12411 :by manufacturer at<=:2%of "UUth INUL 'design air flow. E]Not Applicable Programmable thermostats Elcomplies EF19' 0�, installed for control of primary E:]Does Not MY 91 ry, heating and cooling systems and M011 E]Not Observable initially set by manufacturer to M,10 I E]Not Applicable code specifications. �"A r", Heat pump thermostat installed ElComplies on heat pumps. Not []Not Observable E]Not Applicable I High Impact(Tier 1) Medium Impact(Tier 2) 3 1 Low impact(Tier 3) Project Title:TOSCANORESIDENCE Report date: 06/0I/30 Datafi|ename: Page l0nfIJ ` ' ~ ' ' ' ' np ANN" Co tslfts� Circulating service hot water LJComplies #4 systems have automatic or E]Does Not dLLUSSible manual controls. E]Not Observable 'E]Not Applicable All mechanical ventilation system ElComplies fans not part of tested and listed A5V Does Not W. E]Not Observable and air flow limits per Table 50 WE HVAC equipment meet efficacy R403.6.1. OEM mplies Hot water boilers supplying heat T E]Does Not through one-or two-pipe heating systems have outdoor setbac ,iA" control to lower boiler water ofm V itemperature based on outdoor E]Not Applicable E]Com plies 7,151 4015, 5Heated water irculation systems have a circulation pump.The �ag E]Does Not system return pipe is a dedicated pipe or a cold water supply E]Not Observable E]Not Applicable ,,,,pipe. Gravity and thermos- W syphon circulation systems are circulating hot water system F:� pumps start the pump with signal 4w, kam for hot water demand within the occupancy. Controls ff the pump ,9 automatically turn o- V when water is in circulation loop is at set-point temperature and no demand for hot water exists Ae Electric heat trace systems 'ElComplies comply with IEEE 515.1 or UL v�4 515. Controls automatically E]Not Observable adjust the energy input to the heat tracing to maintain the E]Not Appl icable uabired water temperature in the Demand recirculation water Elcomplies that E]Does Not Rlgpo,,;/ systems have controls manage operation of the pump E]Not Observable and limit the temperature of the E]Not Applicable water entering the cold water piping to<= 1049F. I Drain water heat recovery units i Elcomplies tested in accordance with CSA E]Does Not B55.1. Potable water-side E]Not Observable pressure loss of drain water heat E]Not Applicable recovery units< 3 psi for individual units connected to one A�,v?2p uf two showers. Potable water- side pressure loss of drain water M;,' heat recovery units<2 psi for individual units connected to 41 three or more showers. 5 404.1 !90%or more of permanent [F1611 !fixtures have high efficacy lamps. E]Does Not �E]Not Observable E]Not Applicable Fuel ElComplies gas lighting systems have no continuous pilot light. E]Does Not E]Not Applicable Medium Impact(Tier 2) Low Impact(Tier 3) Project Title:TOS[ANORESIDENCE Report date: 06/01/20 Data filename: Page llufl2 ",................ fin pet, n W '64VdNlk "r; ,Llyke-; - V MswT ICompliance certificate posted. ElComplies i AAJ E]Does Not UNot Observable —'t JLJNot Applicable Manufacturer manuals for 'ElComplies hl, mechanical and water heat ng E]Does Not systems have beenprovided. E]Not Observable i1l:]Not Applicable Additional Comments/Assumptions: 11 IHigh Impact(Tier l) 7]7Z],,—Medium Impact(Tier 2) Low Impact(Tier 3) Project Title:TOSCANO RESIDENCE Report date: 06/01/20 Data filename: Page 12 of 12 2018 IECC Energy Efficiency Certificate Insulation Rating Above-Grade Wall 21.00 Below-Grade Wall 0.00 _ Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass& Door Rating • Window 0.30 0.28 Door 0.30 0.23 Heating&Cooling Equipment Heating System: Cooling System: Water Heater: Name: Date: Comments 14A MATCH 1AA11 SEESEC NO 14 IN •' SEE SEC.NO IN SEE SEC.NO IN � •. - �.�P1p\ U MATCH UNE WiL]1 LIN 4 e�N �' - '� s ••' w' t_ i >m� ZZ-- YZ- 4. +� „ - d.-, 7'♦ FIXi PCL NO S 4 - FORPCLN SEESEC N \ I 198-9.19 f✓ 9 ,1 a 1E t FORPCLNO.- 0 • 'ey �. 5 `d' 7} SEE SEC NO I , SERE sSMNNO O 17+ma $ ry $ t9P1:1 Q9 7 a 7 y 8 e.an 17A(1 jo� 9, 157'` / H4-02-0Q12 I 1N 83 01-09 1j 4 _ B e $ •N 72 �pY a O N a m w -+ 9 ° 20 p� t7Al) d Pn 2 n 721 - +q9 I I 9-wc) - 9 '� ® ,O ♦ e• Iw �q w .e 9 19 1t +7`' >� �` �� F I @ - © z s a / - dot / ®i• m 7�q S LAND _ 12 I bl 31M + 10,' OF - 4, 'Pcwmanau.a9oelsrcq ,,'n w° .=♦ �u .® \, A'CW �.._ �,+u3. I 9 ♦} @ „� a ems\ © �_ 1 1 9 \p0 t �e B.` 9' R. '°1 P O I ,> . ' � ® 9 v�` tt $P `�`"'X51- .�'+F . +♦lo t�� . I - _- •.�mwyu B a a- � ® +�P ��S\. p ,'1�i B w 1�'�`\ �s' `t9 t�`P�d�+� P P � I+�+'�' +Y-` +� -♦ n � � � B � � 9 '1 'LBA a �`��♦ + 11A�^' 6 y � � ` tt � '' � 'r m 19A - I WARla. a9A " B P� 1', {'♦' > x @, a tit p 191 ,` -rY ��) ,17A1°) ., --II FORPCL No �V Sff SEC N0. - �':.• opt i 1 � I 1 `rL. +♦ 6 - I 112-01-070 1.54�. n 19.E •� 1 I 'i 11F , ��t['LLJ j 57A 32Ae^1ow of"� 5 4 7. @ , ' � 1 ♦ b �munm ' a +�. ^' 1918 +^✓1' a 8 a C_ ` 7928! x9bHp1 4 � q F c a - ♦ m � Iw NorolOPmunaan - _ a 19AI B B B I> <,1924 ` 9E19°ff®lfPoC,9� 11.4 eo� I. �II a e n 1917 1 - _ tb-9Afel $ F 7'0P I , 6°" r n9xxaimmx9,n + ++ I i ' 9vOlseca a 25 fi @ •7P''< Be C n --III FOR PCL NO 59A 'N SEESMNO n 112-01-002 S 1 c I " .q ° +Pp ea 15 I { 1943 d 18A0 +0+ @ 37911 0„ - 6L11 II ,7As ry'� COUNWOFSUFMUC I �- j aw @ $ +62 3 19g2 I 23 d 1998 e FOR PCL SM fi5A NO @ 4 �6 + B • - roe,�'t SEE SEC NO pa v'i +� F +9_ To)" N `� ------ 12605091— — Nan am MATC71 �" m 0 a teal N 19A 11 CR'� S SEE SEC.NO.121 �g�l A 1}A �• - p- • 19q 1998 p' MIDD t"& UNE COUNTY OF SUFFOLK © E m' tm tm tawHav SWiHOLD SECTION N0 MATCH SEESEC Real Property Tax SernL�Age ,r 1. ,.s�Yi "—. _ ^A �• :; 1. ;::.e-.`�ra.` --��— — -- ,- =—� .a ,�.,vmmar,aF„¢ Cam,,,Call„ d,Nrnam ' M n v3 '^"'`r,9°` 113 A A 4 �l C� ` SURVEY OF x �„ LOT 6 ATS ` --I I MAP OF CANQ y -P i LOT OWELLINW 65 I;L, JACKSON'S LANDING WELL L� FILE NO. 5280 FILED MARCH 28, 1969 OCT 7 2020 SITUATE g4 N� C e RATTITUCK N LAN TOWN OF SOUTHOLD -1Z,L s n LANDING Board of T,tft ��s-._._-_ SUF'F'OLK COUNTY NEW YORK �4Q°g04 C ;'S0.00. is �' PUBUC AWft A x1.L60 �7 s S.G. TAX No. 1000-113-04-08 Sa°p. SCALE 1"=40' caT•.v. APRIL 4, 2001 302.77' R�7gQ,QQ GNC, CURB� / JUNCTION BOX WELL -100.00' �oMARCH 15, 2002 UPDATE: SURVEY +� CONC. MON. AUGUST 20, 2020 UPDATE SURVEY HEDGE WEiL AREA 24,221 sq. ti. (TO TIE LINE) 0.556 cc. HEDGE AR ---- —..- \ HED NOTRS, � \ �5 3.01E. I. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM ♦ 132 B ^� EXISTING ELEVATIONS ARE SHOWN THUS:J= -- — -- - -- ,` 2. 8000 ZONE INFORMATION TAXEN FROMt FLOOD INSURANCE RATE MAP No. 36103CD481H „2J SHED ZONE AE BASE FLOM E EVAITMO DETERMINED Z X / 4.0'E. ZONE x': AREAS OF 0.2%ANNUAL CHANCE FLOOD;MEAS OF IX ANNUAL. y CNANCE FLOOD MTN AVERAGE DEPTHS OF LESS THAN 1 FOOT _g y OR WnH DRAINAGE MEAS LESS THAM 1 SQUARE mM. x F>TlCE 8 pK ZB AND ALFAS PROTECTED Or LEVEES FROM IN ANNUAL OWNCE FLOOD. 4 1.6'µ! o --- 3. ZOZONE)L ING AE �MINED 10 BE OUMDE THE 0.211 ANNUAL CHANCE FLOODPLAIN. 4D'NSETBACKS:»FRONT YARD O� 15' - SIDE YARD ZONE X* ZONE X �3 7 z TEST HOLE DATA 4. UPLAND SAAFaY'-19,340 sq. fL ZONE AE(H1 -- —rte�—_ ------------------�------ �AE(0. gay c 1''I (TEST HOLE DUG BY A(cDQ EL 8•GEOSCfENCE ON 07/27/2020 AT 9.45cm) #' 0' — 1 GROWN mw SW Su Ld —~ ` 4 PATE BROWN FINE SAND SP SZ Fi7UND r!+f �? O MO � DNC T 'i PREPARED IN ACCORDANCE WITH THE MINIMUM N i 0'6� EDGE OF TION.WETLAND AS ID RED BY m STANDARDS FOR TITLE SURVEYS AS ESTABLISHED NATHM CORWIN LAND SURVEEYOR ON OB 20 2020 kx � :� : .�'.:,::,,_•: BY THE LIALS. AND APPROVED AND ADOPTED A 3.9 „ ' r, FOR SUCH USE BY THE NEW Y K-Stg& LAND —3 ET.. 1.0• - - TITLE ASSOCIATION. OF 2.` _ _1 L r - ------ -2 'd s? 5 J AF, (o 1-- r. 1 _ �- L' QAE SAN PE BROWN 'Z• COQ `^' �AeoAPPARQiT�M H WATER Awk- �O �• j'�,t f Z 82'37'37" yy 63.48 S 87'38'02 W Fri fVD SV'N. Uc. No. 50467 f UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin III SECTION 7209 COPIESTHIS THE NEW YORK STATE Iy *J COPIES EDUCATION Land Surveyor OF PHIS SURVEY MAP NOT BEARING r THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. �E 5 CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 7--1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 15$6 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 - 1/3 . -- Z/_4F 5JL<��ew Copyright of Architectural Drawings-These plans are protected by em*% . e"% Afederal law and are subject to copyright protection as an V%- I too"i'l "architectural work"under section 102 of the copyright act, 17 U.S.A. as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990.These drawings are - . � __ "..-� --.--- , . _ -1 t, provided as an instrument for construction for the construction ll project at the address shown on the title block of the drawings s and g 610 JACKSONS LANDING, MATTITUCK, NY, 11952, 917-440-0916. DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 they ss shownontt be dfoleblocowthotthether rithnconedatthd address shown on the title block without the written consent and compensation of the architect.This protection includes but is not ,111A.2—1.2-4 limited to the overall form as well as the arrangement and composition of spaces and elements of the designs. Under such protection, unauthorized use of these plans,work or home represented, can legally result In the cessation of construction or WFCM 2018 Nailing Schedule BUILDING DEPARTMENT NOTES buildings being seized and/or monetary compensation to Carmelhill . R Architects and/or Edward Koenig. Joint Description Number of Number of Nail Spacing Ill A") - � ,—— mo , 2020 RESIDENTIAL CODE OF NEW YORK STATE Common Nails Box Nails NO. DESCRIPTION DATE . ROOF FRAMING 2020 BUILDING CODE OF NEW YORK STATE Rafter To To Plate(Toe Nailed) (see Table 3.4a) (see Table 3.4a) Per Rafter 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 Ceiling Joist To Top Plate(Toe Nailed) (see Table 3.4a) (see Table 3.4a) Per Joist 2018 WOOD FRAME CONSTRUCTION MANUAL(WFCM) 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE 2 ISSUED FOR CONSULTING. 3-16-20 Ceiling Joist To Parallel Rafter(Face Nailed) (see Table 3.9A) (see Table 3.9A) Each Lap NFPA 70-17 NATIONAL ELECTRICAL CODE I 11Ceiling Joist Laps Over Partitions(Face Nailed) (see Table 3.9A) (see Table 3.9A) Each Lap �, -, , &- ' ; ,11 ,", 2020 FIRE CODE OF NEW YORK STATE 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 Collar Tie To Rafter(Toe Nailed) (see Table 3.6) (see Table 3.6) Per Tie ''' 'q`•g r<°` � ? CODES. ► x; °V I, ' DISTRICT 1000 — SECTION 1'13 — BLOCK 4 — LOT 8 Blocking To Rafter(Toe Nailed) 2-8d 2-1 0d Each End ; W ;; , ,@ y' ®, 9�, . t �"° 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 Rim Board To Rafter End Nailed 2-16d 3 16d Each End t ��yy,�" _ :,� .`+p�t�' r€`','a§; °, '1,1�1-A, "�' .�_ _,__"_, :•' a"°1`' £ «' <` •v'`•II,,i�:.': a.' .t %. ", 'e'',''F' JTri „ <a<x" 5 REVISED WETLANDS COVERAGE 1 -2-2 k, ZONED RESIDENTIAL ZONED R-40 0 0 SINGLE FAMILY RESIDENCE g �;, ,gyp. � _ m. 11 Is ONS. WALLFRAMING ;3. 9;, `�. F at,z,; „� ,',, . >• �,.a cir, r•,L, V°� ,,',.: ;1.,, _ ;, .': R 3 _$ ' e , ` .,,� ,"_- °' SINGLE FAMILY RESIDENTIAL DWELLING OCCUPANCY CLASSIFICATION i'„ 1<• m_�'."I'k ;d ry•" T.: q`,>,; �';s' < '• Am' ,.,.,. „, ..�, a.. ' �,.' ..r.„, »a..,,.„,.... ” <, x o@3, C�» ,' 4'a ems=.,.'-Bti„,,yb, 2 16d 2-16d Per Foot ,<". s, ",, m: < . _•" .,J .° &;_ :. - , 1.1 6 12-13 20 Top Plate To Top Plate(Face Nailed) m ,,,» _&, , ^,µ.�. <,;<- „. , M „ M . ._ ,:„„,r.. s, .;.,,, „ ,§b,,; ., TYPE 5 ORDINARY WOOD FRAME CONSTRUCTION CATIONS(A 2) c .•' ?,)�,.., ,- , Rte'• »r ' > , � _.,,. ; , :, ,'<<,,,y• �,. , s ADDED AVERAGE GRADE CALCULATIONS i�,m � °- „<- AND DRY STACK RETAINING WALL ELEVATIONS To Plates At Intersections Face Nailed 4-16d 5-16d Joints-Each Side ^•,,�, , .”, _ -,-a , ,.,„,.",_,.,,.__.__._.."... ....,._ ,,. ,,. ': <F;<:-:3'a - ^ ar' `"" p ( ) n y ° , .. ..�M_., - rte ,,q»; �,:";<'°"+< %-��- , < :. :, �„ �.... „ ?� a f`:,r ,.� ;„ , •`' ; , . , ,._,-,,,<.,,,, « ,< « ... ' :; ..y„,.,1:,'. °; PROPERTY OWN R: ERIC K E 2 16d 2-16d 24 O.C. F -,,j., �<_�, � _ - •« << �;,�w•.: e � *°" �. � � ^_ E O NIG (S 2) Stud To Stud(Face Nailed) '„ :_ <1(. _.a.°,,. ,. __ . ._.. ., ,� � .,�Z,, .� _ 31 OAKLA s ,,,;'at' ,. ., c'',e3:` ,t '1 :- _ r „°..,. >'_ _-- «»,..w;_..,,., a>.-.<. .m . z-• '4a 't ,, r - WN DRIVE d ,, _' Header To Header(Face Nailed) 16d 16d 16 o.c.along edges • w, +v ,;r ,`.,° + � ,; /a. - ,,,•°�," `�;., i ,r c t 7 REVISED PER BOARD OF TRUSTEES 1-5-21 ,^mom ,,,,«__,_.- _-».<_,.�""- „ ._,�, _... , . ' - 11725 "' h',<< :;i.r a a',; COMMACK,NY `-'�. ,.�.,:�r,i-a", :°�.- �. t » �„< ,.„-..,,,,»< .,....».__..._._»,. .,. .. ...,,»,,.,.. ... Gr' as -.:•baa",a,.' 3» «,ys see Table 3.5a see Table 3.5a Per stud n . Y• -clv ,, . 7, f,,,..,_,:, --, 'N `w ._:.....,, ;",- - ..,>4�'. —, �---�.r : g . - ,,,_ .„-. , , , << ms•.f;; :._ ,r,.,. .,t :e `Z . ,N m,.<< :�,, e,; " g 4 ., - Top Or Bottom Plate To Stud(End Nailed) ( ) ( ) ;s. �. _ w . t 631-864-7418 RECOMMENDATIONS 50 FOOT NON TURF 4 . , .a " , « ,,,_ , Per Foot i, _.<.y� ,., E117313 , , - t '>5, Y. ,.,, ,� @>. .' , :,l•` �,� s BOUNDARY ADDED Bottom Plate To Floor Joist,Band oast,End)oist, 2 16d 2 16d Pe F o "•„ 1 „?..� '•� ;.., ,: :�: ,a< 5 ' • ; a / _ , ":%k4 -.^ , �,�; e «s` gym• r° TO LOW ", .� . 12 l3fln 1711 s• « M ..�-;.:.:`"':<,: o., <'^. .4, CHANGED SEPTIC <. ,J:e t °'" I ,,,,,,.,. ,. - iia @• 1 �• ",-, PROPOSED RESIDENCE FOR: TOM AND CAROLINE TOSCANO NITROGEN I/A OWT N or Blockin Face Nailed "i 1. e. °+ : < § : :'< k '• a:d ".<'- r_,, C ' S,AND ADDED FOOTPRINTS :<T r °g< •�- a,-., �., �� `�' GEWOODDRIV.. A., w . < , , „_, ,_ �° 4 , :i t'. _ i, 'x OF ADJACENT HOMES. RESUBMITTED FOR . . .. `r a ' 3- m., «, .•;, w. e, ° , aJ „„.,,., a s 4a: x— ,, NEW HYDE PARK NY 11040 a ,<. ct. C #t ' i... " " ` TRUSTEES REVIEW AND APPROVAL. r �; O L. FLOOR FRAMING .. �: � .9 =� ' °al -r= ��`' .fir - 917-440-0916 ^tom " <'w" a: rlrr w Oi �IMq ," w=7, c� s >`-"` ". °. ». . ": Per Joist , (Toe Nailed 4-8d 4 10d .� � .,,. '�� rr, Joist To Sill To Plate Or Girder o « Sill, a.f y, a.„ ''`•<. .'s' 5 r„a. "; •,g r ,i<x s ` «<" ". r•>•P'.' �.;° `J "`�`� § <a : PROPERTY ADD E ,_. , ,; e.. � W _ . v �£- .;d, s..; R SS: 610 JACKSONS LANDING Bridging To Joist Toe Nailed 2-8d 2-1 Od Each End A '.� J + II f,° :; <` ;Vis: Copyright of Architectural Drawings-These plans are protected by BUILDING DEPARTMENT NOTES federal law and are subject to copyright protection as an ROOF DRAINAGE CALCULATIONS "architectural work"under section 102 of the copyright act, 17 2020 RESIDENTIAL CODE OF NEW YORK STATE U.S.A. as amended December 1990 and known Architectural Works Copyright Protection Act of 1990.These drawings are DRAINAGE CALCULATIONS FOR 3"RAINFALL 2020 BUILDING CODE OF NEW YORK STATE provided as an instrument for construction for the construction NAME OF AREA UNDER CONSIDERATION project at the address shown on the title block of the drawings and 2018 WOOD FRAME CONSTRUCTION MANUALWFCM they may not be used for any project other than that listed at the AREA: 1,973.86 SF 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE address shown on the title block without the written consent and CALCULATION RATE: 100% IMPERVIOUS WITH 3 INCH RAINFALL NFPA70-17 NATIONAL ELECTRICAL CODE compensation of the architect.This protection includes but is not VOLUME: 1973.86 X 1.00 X 3/12 FT= 493.47 C.F. 2020 FIRE CODE OF NEW YORK STATE limited to the overall form as well as the arrangement and composition of spaces and elements of the designs. Under such 8 FT. DIA. RING= 42.24 C.F. PER VERT. FT. DISTRICT 1 000 - SECTION 113 - BLOCK 4 - LOT 8 protection, unauthorized use of these plans,work or home REQUIRED DEPTH: 493.47 142.24 C.F. PERVERT. FT. = 11.68 VERT. FT. REQUIRED represented, can legally result in the cessation of construction or PROVIDED DEPTH: 12 VERTICAL FEET ZONED RESIDENTIAL-ZONED R-40-SINGLE FAMILY RESIDENCE buildings being seized and/or monetary compensation to Carmelhill Architects and/or Edward Koenig. (3)4 FT. DEEP POOLS R-3 SINGLE FAMILY RESIDENTIAL DWELLING OCCUPANCY CLASSIFICATION TYPE 5 ORDINARY WOOD FRAME CONSTRUCTION PROPERTY OWNER: ERIC KOENIG NO. DESCRIPTION DATE 31 OAKLAWN DRIVE 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 COMMACK,NY 11725 631-864-7418 2 ISSUED FOR CONSULTING. 3-16-20 PROPOSED RESIDENCE FOR: TOM AND CAROLINE TOSCANO 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 31 EDGEWOOD DRIVE NEW HYDE PARK,NY 11040 CODES. 917-440-0916 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-73-20 PROPERTY ADDRESS: 610 JACKSONS LANDING 5 REVISED WETLANDS COVERAGE 10-2-20 MATTITUCK,NY 11952 CALCULATIONS. PROPERTY LOCATION: SOUTH SIDE OF JACKSONS LANDING 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 550.86 FEET EAST OF MILL ROAD AND DRY STACK RETAINING WALL ELEVATION 3,245.9 S.F.TWO STORY RESIDENCE (S-2) 4 325.07 S.F.DECKS 7 REVISED PER BOARD OF TRUSTEES 1-5-21 73.79 S.F.R/O PATIO L RENT HIGH WATER �/�/�� Q � RECOMMENDATIONS.50 FOOT NON-TURF _ 63.48 F� 4 BOUNDARY ADDED,CHANGED SEPTIC TO LOW ?3 NITROGEN I/A OWTS,AND ADDED FOOTPRINTS PLOT PLAN LINE TYPE LEGEND OF ADJACENT HOMES. RESUBMITTED FOR F� •�4 3 B n Q2o ,3 37" /i/_ - _ _ _ - - - - _ TRUSTEES REVIEW AND APPROVAL. o 2- _ _ _ _ _ - - - - -- - - - - - - - -_ PLOT PLAN BUILDING FOOTPRINT -- - - - - _ _ AREA CALCULATIONS - -- - PLOT PLAN TERRAIN NEIGHBORS - - _ _ _ 7 PROPERTY AREA: 24,222.17 SF - -- - PLOT PLAN TERRAIN PERIMETER _1- - - � EDGE-OF1IDAL WETLANDS AS _ _ _ - - - _ IDENTIFIED BY NATHAN CORW1NtA1V6 40 FOOT AND 25 FOOT FLOOR AREA RATIO CALCULATIONS: ER EXISTING WATER PLOT PLAN WATER EXISTING ' SURVEYOR ON-8-20Y-- 0 F<.3� PROPOSED FIRST FLOOR 1784.1 SF 4 PROPOSED WATER PLOT PLAN WATER PROPOSED _ L _ BUFFERS TO BE PROPOSED SECOND FLOOR 1457.83 SF 2- _ , , F� - MEMORIALIZED INA COVENANT PROPOSED R/O PORCH#1 73.79 SF TE EXISTING WASTE PLOT PLAN WASTE EXISTING AND RESTRICTION FILED WITH TOTAL AREA: 3315.72 SF m THE OFFICE OF THE SUFFOLK FLOOR AREA RATIO: 13.69% % - _ �s COUNTY CLERK AS PER PROPOSED WASTE PLOT PLAN WASTE PROPOSED SOUTHOLD TOWN TRUSTEES. LOT COVERAGE CALCULATIONS GAS EXISTING GAS PLOT PLAN GAS EXISTING 3S LIMIT OF 40 FOOT DEC BUFFER C FOR NON-GROUND �' � Z � � PROPOSED FIRST FLOOR 1784.1 SF AS PROPOSED GAS PLOT PLAN GAS PROPOSED m -{ o PROPOSED R/O PORCH#1 73.79 SF ��. .G DISTURBANCE INSTALL A e oo _ _ _ -' � TOTAL AREA: 1857.89 SF L. . O.H. - U.L: EXISTING OVER HEAD UTILITY LINES FSP 4 EROSION_GONTROL MEASURES N m - LOT COVERAGE RATIO: 7.67% 4 QNSISTING OF HAY BALES_ m"m 25 FOOT BUFFER FROM ESF X - ESF - - EXISTING WOOD STOCKADE FENCE 7 - _ --4- - - - - _ _ _ AND STACKE�SIU'{ff111MNG. �D APPROVED STRUCTURE PSF - X PSF X PROPOSED WOOD STOCKADE FENCE NQ�&BLI DISTURBANCE rn LIMITS. NO DISTURBANCE TO ZONING REVIEW EAWARD OF THIS LINE. 0 REQUIRED PROVIDED PASS � � N9Il1RAL VEGETATION OR EVF X - EVF - - EXISTING VINYL FENCE TOWN OF SOUTHOLD �� NO(SEE TOPOGRAPHY�EAWARD OF PVF - X - PVF X PROPOSED VINYL FENCEG TRUSTEES 25 FOOT iN _ RZONE � MINIMUM BUILDING LOT 40000.00 24222.17 SECTION 280- NONDISTURBANCE BUFFER 0�4SF0 �FE�� THIS LINA 124) MINIMUM LOT WIDTH 150.00 126.96 NO P - EOP - EOP - - EXISTING OPEN PICKET-VISIBLE THROUGH- FENCE --i _ CAD File Name: TOSCANO REVISED 7.1ayout - -5 _ _ _ - _ -_ _ �, - - 7�L _ _ _ MINIMUM LOT DEPTH 175.00 219.51 YES P - POP - POS' - PROPOSED OPEN PICKET-VISIBLE THROUGH-FENCE ZONE AE EL 8) FRONT SETBACK 40.00 41.00 YES Drawn By: Edward Koenig TOWN OF SOUTHOLD I .� � '__ = ZONE X* SIDE SETBACK ONE 15.00 19.40 YES ECL X - ECL - EXISTING CHAIN LINK FENCE TRUSTEES ADDITIONAL 25 �' SIDE SETBACK TWO 15.00 36.36 YES � �� AGGREGATE SIDE SETBACK 35.00 55.76 YES PCL X - PCL X PROPOSED CHAIN LINK FENCE Architect's Seal FOOT NON-T RF AREA o W REAR SETBACK 50.00 115.19 YES - HEIGHT IN STORIES 2-1/2 2 YES AE(EL �- - N , HEIGHT IN FEET 35.00 30.01 YES Z� v,f Y STACK - MAXIMUM LOT COVERAGE 20.00% 7.67% YES ! -TAINING W LL. a � EXISTING 4 GqE DTL. 1/A-2.5 E=LEVATED DECK _ _ _ _ _ N ' / ELEVATED DECK LE2� 2 RAGE CALCULATIONS f ; �W � EXISTING � 6 \ FOOTPRINT. 1784.1 SF #3\ SEI / 5 � D R/O PORCH#1: 73.79 SF '•"`; s TRY STAIRS 14.57 SF _ To I �_ _ D DECK#1 -FIRST FLOOR 254.05 SF ., /� \� Bow E K'.\\ F- -� o IS# "tea �_•` . a,r 1 19• a"0 4. \ 2 •58 ��• - _ 1 D DECK#2-SECOND FLOOR 71.38 SF ' 1 2 - O - PREVIOUS AREA: 2197.89 SF LANDS LOT COVERAGE%: 11.34% EXISTING -' 1 / DECK 1 P ; 1-000 SIJ CARMELHILL I Lf) 49 E GRA , , A AVERAGE GRADE CALCULATION EXISTING _ - - 1 b VEW t ARCHITECT RESIDENCE S D �� , - 10 ' FACE OF STRUCTURE LINEAR FOOTAGE OF LENGTH OF ELEVATION LESS LENGTH OF ELEVATION MORE S 1 D PROJECTED ELEVATION THAN 6'-0"ABOVE GRADE THAN 6'-0"ABOVE GRADE :> EXISTING FRONT ELEVATION 49.75 49.75 0.00 40 -' " " /:. / / RESIDENCE 19 RIGHT ELEVATIONS 37.8 5.57 32.23 o / / q t CONTROL PANEL 9`� R 36!3 ° "'�; /� REAR ELEVATION 49.75 3.17 46.58 / LEFT ELEVATION 35.46 35.46 0.00 _ PR SED TOTALS 172.76 93.95 78,81 P�OPOSED I/A OWT EA GR E-- �2 PERCENTAGES TOTALS 54.38% 45.62% SEPTIC TANK KWAY I � E •-8.5 ,� I �� PROP. DISTRIBUTION BOX v -;:;:', ADJACENT PROPERTY _ N ADJACENT PROPERTY _ O O O _i v- `'� . SERVICED BY TOWN P D ', .' .,f SERVICED BY PRIVATE PROPOSED _ _ _ _-_ _ _ _ m SEPTIC SYSTEM WATER AND ATE D MINI w.CARMELHILL.COM LEACHING GALLEYS. _ �.. �_; \ NELL AND PRIVATE SEE SEPTIC DESIGN O O O DR SEPTIC SYSTEM ~ o / AWINGS / A:,,, �E -� - - U Architecture Firm: - -- - -- PeP�1�v 4 _ CARMELHILL.ARCHITECTS 88.75 TO WELL - __---_ z1z.s ..: .,, WELL L R=750.00 a ' a(n E`T - TEST HOLE DATA - ---� - �� BC EL. "19 % BC EL.12.47 A / i � / I � / , y�j-�,86 -----__ _ _� TEST HOLE BY MCDONALD GEOSCIENCE 45 t3 � EDWARD KOENIG - R.A., A.I.A. - -�� JACKSON'S LANDING ASSUMED TO BE ACCURATE NESCON ET7-27-20 9:45 AM 415 LAKE ENYE SOUTH 67T 848 1 % 631-277-3337 E� I 13' APPROXIMATE GRADE Website: www.CARMELHILL.com EL.1325o Cl 8.50 _ _ _ __ E CARMELHILL16@gmail.com F ooR :,e,• . ,:. mail: CARMEL .com ,10 C� BROWN SILTY SAND TOM�.••��•:>�: :� TO &CAROLINE TOSCANO (SM) y' 610 JACKSONS LANDING COATTITU NY 11952 Project Title: `:J % � / ` td:r;a,"•.k:rA.f.tri,,, , \ 5.50 � o PALE BROWN FINE TOSCANO RESIDENCE y, . <,, � (SP) PR E � � \ TOM & CAROLINE TOSCANO 610 JACKSONS LANDING _ `2 5`sT Y W _ ADJACENT PROPERT \\ MATTITUCK, NY 11952 SERVICED BY PRIVATE ADJACENT PROPERTY WATER ENCOUNTERED SERVICED BY TOWN WELL AND PRIVATE � 1.00 / I 917-440-0916 DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 SEPTIC SYSTEM WATER AND PRIVATE �mr ONEMILE SEPTIC SYSTEM ' <` ttl &el.scn lan�iry EE Sheet Title WATER IN PALE BROWN \ wr<C•u,: , , / �` FINE TO MEDIUM SAND \ 2 � ,, SITE PLAN„ PLOT PLAN "..Fir•.is SCALE: 1"= 20'-0" R T � ~� -- '..�•.r.. , '`"`/ FIRST FLOOR sr4t"�... .. .,..�...\ PLOT PLAN INFORMATION OBTAINED FROM SURVEY BY: / NATHAN TAFT CORWIN III BOTTOM OF TEST HOLE �' � � _ _--- .� � - ' �. :•; `q. Drawing No. 1586 MAIN ROAD LAND SURVEYOR -850 SQUARE FOOTAGE ANALYSIS JAMESPORT, NY 11947 SCALE: 1"=20'-0" LOCATION MAPA=2 631-727-2090 Copyright of Architectural Drawings-These plans are protected by federal law and are subject to copyright protection as an "architectural work"under section 102 of the copyright act, 17 U.S.A. as amended December 1990 and known as Architectural FIRST FLOOR Works Copyright Protection Act of 1990.These drawings are provided as an instrument for construction for the construction project at the address shown on the title block of the drawings and they may not be used for any project other than that listed at the VENT WITH INSECT/ address shown on the title block without the written consent and compensation of the architect.This protection includes but is not RODENT SCREEN limited to the overall form as well as the arrangement and TOPPING FOR GRASS AREAS TO BE composition of spaces and elements of the designs. Under such 3-1/2" MIN.TOP SOIL FINISHED TO protection, unauthorized use of these plans,work or home GRADE.TRENCHING THROUGH TOWN represented, can legally result in the cessation of construction or ROADWAYS SHALL BE FINISHED TO buildings being seized and/or monetary compensation to Carmelhill 4"THICK 4,000 PSI POURED CONCRETE SLAB COMPLY WITH TOWN OF ISLIP TYPICAL BACKFILL IN EXCESS OF 9"BELOW PAVEMENT Architects and/or Edward Koenig. SIDEWALK WITH 6"X 6"W1.4 X W1.4 W.W.F. OR ROAD SECTION DETAIL 1/A-6. SOILS SUB-GRADE TO BE COMPACTED TO 90% ADJACENT OR SEEDED GRASS WITHIN 9" OF PAVEMENT SUBGRADE V-0" MIN. AASHTO T-99 EXPANSION JOINT 1/2"THICK PREMOLDED COMPACTED TO 95% OF MAXIMUM N.T.S NO. DESCRIPTION DATE DENSITY PER AASHTO T-99 ADJACENT CONCRETE ONLY NOTES: 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 6" TOP OF CURB ELEVATION (TC) — /\\�\\/\ \ ALL INSTALLATIONS TO COMPLY WITH PSEG 2 ISSUED FOR CONSULTING. 3-16-20 COPING CAP STONE =III=III III=I OF LONG ISLAND SPECIFICATIONS AND 1-1/2" RADIUS BULLNOSE SAWCUT EXISTING PAVEMENT 2'-0" �_ ?;'; ,;? _ ' ;: ?: ?:•—_III REQUIREMENTS FOR ELECTRIC 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 FINISHED GRADE —III—I • f; o BOTTOM OF CURB ELEVATION (BC) BEYOND TRENCH WHERE REQUIRE I ?:':;:,:?: ::,:; ,�,. — INSTALLATIONS 2012 EDITION AND THE LATEST CODES. 1=1 I I '::;::';: ': : i� :'; I I 1=1 o�po�,o' ° FOR PAVEMENT RESTORATION _III=i ;; ; :;� ? �: � ;=III EDITION OF THE NEC. '; 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 CONCRETE ADHESIVE BETWEEN EACH a PAVEMENT COURSE OF BLOCK, LENGTHWISE _ a7—ADJACENT UNDERGROUND INSTALLATIONS BY THE CELLAR I AR 5 REVISED WETLANDS COVERAGE 10-2-20 d 1 Cfl —I I I— —IU j CUSTOMER, FROM HIS SERVICE EQUIPMENT CALCULATIONS. III III BACKFILL =I I I a =III BASE SUBCOURSE A TO HIS PROPERTY LINE, MUST MEET MINIMUM y .';ii;;yi;�;ii;j; .'i;.j`^,. 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 12" DEEP WELL DRAINING 3/4" DIA. CRUSHED GRAVEL I I I—I ;.;;.•;.•;.•,.r':• r,• ,—III REQUIREMENTS OF LIPA, NEC AND LOCAL AND DRY STACK RETAINING WALL ELEVATION III=I HEAVY TACK COAT(ALONG ADJACENT o MUNICIPAL CODES. -I - — — — S-2 INTERLOCKING PRECAST CONCRETE UNITS PAVEMENT) I I=I ( ) _ ° IIL=1 -_—_— — — — — + ;+`:'+:;�`•;'Y"1 `•' 'f 7 REVISED PER BOARD OF TRUSTEES 1-5-21 I— — I— III ;;,; , ;, , , ,„ I= �LECTRIC SERVICE CABLE IN ':, CONCRETE CURB-4,000 PSI (EXPANSION JOINTS i — RECOMMENDATIONS.50 FOOT NON-TURF I—I ?�,:+�, :+:,:+:, ?• +: __ -CONDUIT "1° BOUNDARY ADDED,CHANGED SEPTIC TO LOW III-III=1- _ _ —III=ill 14 O.C. MAX.) _ 1=III=III — — X 16 COMPACTED GRAVEL AGGREGATE BASE I I --, 1 ,' —I -III-I _ 111=111=1I1=III III III I I I �- COMMUNICATIONS FACILITIES NITROGEN I/A OWTS,AND ADDED FOOTPRINTS -III-III-111=III=III-1I-III-III-11I-11I-1 #4 REBAR, CONTINUOUS,TOP AND BOTTOM (VERIZON OR CABLEVISION) OF ADJACENT HOMES. RESUBMITTED FOR STABILIZED SUBGRADE (MIN. 95% COMPACTION) AS SERVICE TRUSTEES REVIEW AND APPROVAL. nDRY STACK RETAINING WALL DETAIL nCONCRETE CURB DETAIL nUNDERGROUND ELECTRIC SERVICE TRENCH DETAIL nHOUSE TRAP DETAIL A-3 SCALE: 1/2"= 1'-0" A-3 SCALE: 1" = V-0" A-3 SCALE: 1"= 1'-0" A-3 SCALE: 1/2"= V-0" SEDIMENT CONTAINMENT AREA 5'4" MIN. (N.T.S.) 36"WOOD POST MESH REINFORCEMENT (IF NECESSARY) I 1,4 x x SILT FENCE GEOTEXTILE,,,, I x .fix x Z N ' x x,- I ' x� x TOE OF SLOPE I Lex x ® x x, X x�-- x F=� I EXISTING ANGLE FIRST STAKE x� x�xxx x I GRADE TOWARDS PREVIOUSLY ® x x CAD File Name: TOSCANO REVISED 7.1ayout a _ LAID BALE -__ =I k xxx _ x x x X'x x i x Drawn By: Edward Koenig �`/x x x ' x x x x Architect's Seal Z x x x� x x x EXCAVATE, BURY SILT FENCE, / x ' x x Ix FABRIC,AND BACKFILL/ )x xxx�x x x I 77 COMPACT EXCAVATED �X x-x x- X x x x %j f� �X X x x x x x UND BALES PLACED ON <i FLOW x x xx x CONTOUR 4" +r= � x X I x xxl x = /5' xx Ixx x Ixx vCy SILT FENCE NOTES: ,// I , x x 1 .' •�•___ ... 1-I I1=111-1I=1LI=. X/ I,Xi -11 II=111=1II x (2)RE-BARS OR 2 X 2 WOOD -i11-1_TI=11=1 -_` -11=11= x 1. SILT FENCE ASSEMBLIES SHALL BE PLACED A MINIMUM OF 5.0 FEET FROM -III-III=III=III=Illi liI=III III=1-III- -III=TLI-11 x_Xk_x x STAKES PLACED 1.5'TO 2.0' IN -I I ITI =111=1 �-T-I 11= -III-III-III-III-I=jt- THE TOE OF SLOPE, 10.0 FEET PREFERRED,TO PROVIDE ADEQUATE AREAI1=III=III=III-' _ GROUND. DRIVE STAKES FLUSH ' -IT1-Ll=11j—III— —11-1—I I 1=TI=1 i' �,•;, FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEDIMENT —III IIIIfIiIIIIiT_I Ill-1i�" _ WITH TOP OF BALE. , CONTAINMENT AREA. — — 2. SILT FENCE GEOTEXTILE MATERIALS SHALL BE EITHER POLY-FILTER X, g E D D I N G D ETA I L ANCHORING D ETA I L Y MIRAFI 100X, STABLINKAT140N, OR FROM THE CURRENT NEW YORK STATE DEPARTMENT OF TRANSPORTATION APPROVED LIST OF GEOSYNTHETICS NOTES: FOR HIGHWAY CONSTRUCTION. CARM E L H I L L 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE 3. POSTS MAY BE 2"X 2" (MIN.) HARDWOOD OR 2"X 4"(MIN.) SOFTWOOD. ADJACENT BALES. DRAINAGE AREA SHALL BE NO MORE THAN 1/4 ACRE PER 100 FEET OF STRAW BALE FOR SLOPES LESS THAN POSTS SHALL BE SPACED AT EITHER 4.0 FEET OR 6.5 FEETAND MAY OR 25%. ARCHITECTS MAY NOT REQUIRE MESH REINFORCEMENT AS PER THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION APPROVED LIST OF GEOSYNTHETICS 2. EACH BALE SHALL BE EMBEDDED IN THE SOILA MINIMUM OF FOUR(4) INCHES AND PLACED SO THE BINDINGS ARE HORIZONTAL. FOR HIGHWAY CONSTRUCTION. 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO WOOD STAKES OR REBARS DRIVEN THROUGH THE BALE.THE 4. THE APPROVED LIST OF SILT FENCE GEOTEXTILE MATERIALS IS AVAILABLE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE ATAN ANGLE TO FORCE THE BALES UPON REQUEST AT THE TOWN OF SMITHTOWN ENGINEERING DEPARTMENT. TOGETHER. STAKES SHALL BE CENTERED AND DRIVEN FLUSH WITH EACH BALE. 5. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-HALF 4. PERIODIC INSPECTIONS AND MAINTENANCE SHALL BE PROVIDED AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLYAS OF THE MEASURED HEIGHT ORAS NEEDED. SEDIMENT SHALL BE REQUIRED. SEDIMENT SHOULD BE REMOVED WHEN IT REACHES A DEPTH OF ONE-HALF THE BALE HEIGHT. SEDIMENT SHALL BE DISPOSED OF BY THE CONTRACTOR AS UNSUITABLE MATERIAL. DISPOSED OF AS UNSUITABLE MATERIAL. 6. AFTER REMOVAL,THE AREA BENEATH SILT FENCE SHALL BE RESTORED TO 5. BALES SHALL BE REMOVED AT THE COMPLETION OF THEIR USEFUL LIFE SO AS NOT TO IMPEDE STORM FLOW OR DRAINAGE. ITS ORIGINAL STATE. 6. AFTER REMOVAL,THE AREA BENEATH THE BALES SHALL BE RESTORED TO ITS ORIGINAL STATE. OSILT FENCE DETAIL — SMITHTOWN STRAW BALE DETAIL — SMITHTOWN www.CARMELHILL.COM A-3 SCALE: 1" = 1'-0" A-3 NOT TO SCALE Architecture Firm: CARMELHILL ARCHITECTS EDWARD KOENIG - R.A., A.I.A. 415 LAKE AVENUE SOUTH NESCONSET, NY 11767-1848 631-277-3337 Website: www.CARMELHILL.com Email: CARMELHILL16@gmail.com Project Title: TOSCANO RESIDENCE TOM & CAROLINE TOSCANO 610 JACKSONS LANDING MATTITUCK, NY 11952 917-440-0916 DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 Sheet Title SITE DETAILS Drawing No. -2 . 5 GENERAL SPECIFICATIONS 2.WINDOWS ARE TO BE MANUFACTURED BY ANDERSEN WITH LOW"E"GLASS,SERIES 400. 11.BUILDING ENVELOPE TIGHTNESS VERIFIED BY BLOWER DOOR TEST @ 50 PA.<=3 ACH IN CLIMATE ZONES 3-8 AS PER SECTION 8.ATTACHMENT OF ALL SIDING SHALL BE IN CONFORMANCE WITH TABLE TABLE R703.3(1)OF THE 2020 RCNYS. Copyright of Architectural Drawings-These plans are protected b R402.4.1.2 OF 2020 ECCCNYS. g " P p Y 1.ALL CONSTRUCTION COMPLY FULLY WITH THE 2020 RCNYS,2020 ECCCNYS,2018 WOOD FRAME CONSTRUCTION MANUAL(WFCM), 3.THE EXTERIOR WIND DESIGN PRESSURE FOR WINDOWS IN: 9.ALL FLASHING SHALL COMPLY WITH SECTIONS R703.4,R703.8.5,R903.2,R905,AND 8905.2.8 OF 2020 RCNYS. federal law and are subject to copyright protection as an NFPA 70 STANDARD"THE NATIONAL.ELECTRICAL CODE",AVD THE APPLICABLE PROVISIONS OF O.S.H.A..ALL CONSTRUCTION AND WALL ZONE 4=13.6/-15.0 12.PROGRAMMABLE THERMOSTATS SHALL BE INSTALLED ON FORCED AIR FURNACES IN COMPLIANCE WITH SECTION R403.1.1 OF 2020 "architectural work"under section 102 of the copyright act, 17 CONSTRUCTION METHODS MUST COMPLY WITH ALL FEDERAL,STATE,AND LOCAL CODES,ORDINANCES, RULES,AND REGULATIONS. WALL ZONE 5=13.61-15.0 ECCCNYS,2020 RCNYS,AVD 2020 MCNYS. 10.ALL INSTALLED INSULATION IS LABELED OR THE INSTALLED R-VALUES PROVIDED AS PER SECTION R303.1 OF 2020 ECCCNYS. U.S.A. as amended December 1990 and known as Architectural ALL REQUIREMENTS IN THE CODE:SHALL BE ADHERED TORS IF THEY WERE CALLED FOR,OR SHOWN ON THE DRAWINGS. Works Copyright Protection Act of 1990.These drawings are 4.U-FACTORS OF FENESTRATION PRODUCTS ARE DETERMINED IN ACCORDANCE WITH THE NFRC TEST PROCEDURE OR TAKEN FROM 13.PROGRAMMABLE THERMOSTATS INSTALLED FOR CONTROL OF PRIMARY HEATING AND COOLING SYSTEMS AND INITIALLY SET BY 11.CEILING INSULATION INSTALLED PER MANUFACTURER'S INSTRUCTIONS. BLOWN INSULATION MARKED EVERY 300 FT2 AS PER - 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB BEFORE START OF CONSTRUCTION.ARCHITECT'S OFFICE THE DEFAULT TABLE AS PER SECTION R303.1.3 OF 2020 ECCCNYS. MANUFACTURER TO CODE SPECIFICATIONS AS PER SECTION R403.1.1 OF 2015 ECCCNYS. SECTION R303.1.1.1 AND R303.2 OF 2020 ECCCNYS. provided as an instrument for construction for the construction IS TO BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE PLANS.WRITTEN DIMENSIONS project the address shown on the title block the drawings and SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.LARGER SCALE DETAILS AND PLANS SHALL HAVE PRECEDENCE OVER 5.FENESTRATION THAT IS NOT SITE BUILT IS LISTED AND LABELED AS MEETING AAMAANDMA/CSA 101/I.S.2/A440 OR HAS INFILTRATION .14.THERMOSTATS MUST BE CAPABLE OF BEING SET DOWN TO 55 DEGREES F OR LOWER FOR HEATING AND UP TO 85 DEGREES F OR 12.WALL INSULATION IS INSTALLED PER MANUFACTURER'S INSTRUCTIONS AS PER SECTION R303.2 OF 2020 ECCCNYS. they mayy not be used for any project other than t that listed at the SMALLER SCALED PLANS.CONTRACTOR SHALL VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK,OBTAIN RATES PER NFRC 400 THAT DO NOT EXCEED CODE LIMITS IN COMPLIANCE WITH 2020 RCNYS,2020 ECCCNYS,AND RESCHECK. MORE FORE COOLING.THERMOSTATS FOR BOTH HEATING AND COOLING MUST HAVE A DEADBAND(TEMPERATURE RANGE WHERE address shown on the title block without the written consent and ALL DIMENSIONS TO INSURE THE PROPER STRENGTH,FIT,AND LOCATION OF THE STRUCTURAL WORK.REPORT TO THE OWNER AND NO HEATING OR COOLING TAKES PLACE)OF AT LEAST 5 DEGREES F. HEAT PUMPS REQUIRE A THERMOSTAT CAPABLE OF PREVENTING 13.A PROTECTIVE COVERING IS INSTALLED TO PROTECT EXPOSED EXTERIOR INSULATION AND EXTENDS A MINIMUM OF 6 IN.BELOW compensation of the architect.This protection includes but is not CARMELHILL ARCHITECTS ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT THE PROPER 6.GARAGE DOORS TO BE CLOPAY OR AMARRE,INSULATED,PUSH UP,OVERHEAD SECTIONAL.PROVIDED WITH AUTOMATIC GARAGE BACK-UP HEAT FROM OPERATING WHEN THE HEATING REQUIREMENTS CAN BE MET BY THE HEAT PUMP ALONE. GRADE AS PER SECTION R303.2.1 OF 2020 ECCCNYS. limited to the overall form as well as the arrangement and EXECUTION AND COMPLETION OF THE NEW WORK.NOTIFY OWNER AND CARMELHILL ARCHITECTS OF ALL CHANGES. DOOR OPENER BY GENIE OR CHAMBERLAIN.PROVIDE TWO CAR REMOTES AND DOOR FRAME KEYPAD ENTRY.PROVIDE SAFETY composition of spaces and elements of the designs. Under such BEAM CLOSURE PROTECTION. 15.HEAT PUMP THERMOSTAT INSTALLED ON HEAT PUMPS AS PER SECTION R403.1.2 OF 2020 ECCCNYS. 14.VENTED ATTICS WITH AIR PERMEABLE INSULATION INCLUDE BAFFLE ADJACENT TO SOFFIT AND EAVE VENTS THAT EXTENDS OVER protection, unauthorized use of these plans,work or home 3.EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING HIS WORK DURING DEMOLITION AND INSULATION AS PER SECTION R402.2.3 OF 2020 ECCCNYS. represented, can legally result in the cessation of construction or CONSTRUCTION AGAINST DAMAGE,BREAKAGE,AND COLLAPSE,ACCORDING TO APPLICABLE CODES,STANDARDS,AND METHODS OF 7•GARAGE ENTRY DOOR TO BE ONE HOUR RATED,SELF CLOSING,WITH LOCK SET AND DEAD BOLT. 16.HOT WATER BOILERS SUPPLYING HEAT THROUGH ONE-OR TWO-PIPE HEATING SYSTEMS HAVE OUTDOOR SETBACK CONTROL TO GOOD PRACTICE. LOWER BOILER WATER TEMPERATURE BASED ON OUTDOOR TEMPERATURE AS PER SECTION R403.2 OF 2020 ECCCNYS. 15.ATTIC ACCESS HATCH AND DOOR INSULATION zR-VALUE OF THE ADJACENT ASSEMBLYAS PER SECTION R402.2.4 OF 2020 ECCCNYS. buildings being seized and/or monetary compensation to Carmelhill 8.THE HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT IS 1.00 FOR TERRAIN EXPOSURE B FOR A MEAN ROOF HEIGHT OF 25 AS PER Architects and/or Edward Koenig. 4.ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION SUPERVISION OR OBSERVATION.THESE PLANS ARE INSTRUMENTS OF TABLE R301.2(3)OF 2020 RCNYS. 17.SUPPLYAND RETURN DUCTS IN ATTICS INSULATED>=R-8 WHERE DUCT IS-3 INCHES IN DIAMETER AND>=R-6 WHERE<3 INCHES. 16.AIR BARRIER AND THERMAL BARRIER INSTALLED PER MANUFACTURER'S INSTRUCTIONS AS PER SECTION R402.4.1.1 OF 2020 SERVICE AND REMAIN THE PROPERTY OF THE CONSULTING ARCHITECT.THE ARCHITECT WILL NOT HAVE CONTROL OVER OR CHANGE SUPPLY AND RETURN DUCTS IN OTHER PORTIONS OF THE BUILDING INSULATED-R-6 FOR DIAMETER>=3 INCHES AND R-4.2 FOR<3 ECCCNYS. OF,AND WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCE,AND PROCEDURES OR FOR 9.WINDOWS AND DOORS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTALLATION GUIDELINES AND IN COMPLIANCE INCHES IN DIAMETER AS PER SECTION R403.3.1 OF 2020 ECCCNYS. NO. DESCRIPTION DATE THE SAFETY PROGRAMS IN CONNECTION WITH THE PROJECT. WITH SECTIONS R308,R312,AND R609 OF 2020 RCNYS. 17. IC-RATED RECESSED LIGHTING FIXTURES SEALED AT HOUSING/INTERIOR FINISH AND LABELED TO INDICATE 52.0 CFM LEAKAGE AT 75 18.AIR HANDLER LEAKAGE DESIGNATED BY MANUFACTURER AT<=2%OF DESIGN AIR FLOW AS PER SECTION R403.3.2.1 OF 2020 PAAS PER SECTION R402.4.5 OF 2020 ECCCNYS. SITE WORK SPECIFICATIONS 10.ALL HAZARDOUS GLASS,WHERE REQUIRED TO BE SHATTER PROOF SAFETY OR TEMPERED GLASS,SHALL SHALL BE PERMANENTLY ECCCNYS. 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 AND LEGIBLY MARKED AS PER SECTION R308.1 OF 2020 RCNYS. 18.VAPOR RETARDERS(WITH A MAXIMUM PER RATING OF 1.0)MUST BE INSTALLED ON THE"WARM IN WINTER"SIDE OF ALL NON VENTED 2 ISSUED FOR CONSULTING. . 1.GENERAL:THE CONTRACTOR SHALL DO ALL EXCAVATING AS REQUIRED ON THE CONSTRUCTION DRAWINGS.EARTH BANKS SHALL BE 19.DUCTS ARE PRESSURE TESTED TO DETERMINE AIR LEAKAGE WITH EITHER:ROUGH-IN TEST:TOTAL LEAKAGE MEASURED WITH A FRAMED CEILINGS,WALLS,AND FLOORS.WHERE FOIL-FACED INSULATION BOARD IS SPECIFIED ALL JOINTS AND SEAMS SHALL BE 3-16-20 BRACED AGAINST CAVING IN THE WORKING AREA.THE BOTTOMS OF ALL FOOTING EXCAVATIONS SHALL BE EXACTLY LEVEL ON SOLID 11.ALL GLAZING IN HAZARDOUS LOCATIONS DESCRIBED BELOW SHALL COMPLY WITH THIS SECTION AND SHALL UTILIZE SHATTER PRESSURE DIFFERENTIAL OF 0.1 INCH W.G.ACROSS THE SYSTEM INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE IF SEALED AND TAPED. UNDISTURBED EARTH. EXCAVATIONS SHALL BE KEPT FREE OF STANDING WATER. PROOF SAFETY OR TEMPERED GLASS AS PER SECTION R308.4 OF 2020 RCNYS. INSTALLED AT TIME OF TEST.POST CONSTRUCTION TEST:TOTAL LEAKAGE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 W.G.ACROSS THE ENTIRE SYSTEM INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE AS PER SECTION R403.3.3 OF 2020 19.WATER HEATERS WITH PIPE RISERS SHALL HAVE HEAT TRAPS ON BOTH INLET AND OUTLET OF THE WATER HEATER UNLESS THE CODES. 2.FOUNDATION EXCAVATION:EXCAVATE THE ENTIRE AREA OF THE FOUNDATION AS SHOWN ON THE DRAWINGS.SAME TO BE MADE 18 12.GLAZING IN FIXED OR OPERABLE PANELS OF SWINGING,SLIDING,AND BIFOLD DOORS SHALL BE CONSIDERED HAZARDOUS GLASS ECCCNYS. WATER HEATER HAS INTEGRAL HEAT TRAPS OR IS PART OFA CIRCULATING SYSTEM.TYPICAL METHODS USED FOR CREATING HEAT INCHES LARGER THAN OUTSIDE WALL DIMENSIONS IN EVERY DIRECTION AND AT 45 ANGLE OF REPOSE TO ALLOW FOR INSPECTION, LOCATIONS AS PER SECTION R308.4.1 OF 2020 RCNYS. TRAPS ARE"U"OR"RAMS HORN"BENDS IN THE FLEXIBLE PIPE CONNECTORS OR INSTALLING AFTERMARKET PIPE NIPPLES WITH 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 WATERPROOFING,DRAIN TILE,ETC.. 20.DUCT TIGHTNESS TEST RESULT OF<=4 CFM/100 FT2 ACROSS THE SYSTEM OR<=3 CFM/100 FT2 WITHOUT AIR HANDLER @ 25 PA.FOR INTEGRAL TRAPS. 5 REVISED WETLANDS COVERAGE 10-2 20 13.GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANELADJACENT TO A DOOR SHALL BE CONSIDERED A HAZARDOUS GLASS ROUGH-IN TESTS,VERIFICATION MAY NEED TO OCCUR DURING FRAMING INSPECTION AS PER SECTION R403.3.4 OF 2020 ECCCNYS. 3.PRESUMPTIVE LOAD BEARING CAPACITY OF SOIL ON PROJECT SITE IS SAND AND SANDY GRAVELAT T-0"BELOW GRADE FOUNDATION LOCATION WHEN THE BOTTOM EXPOSED EDGE IS LESS THAN 60"AFF AND WHEN IT EITHER THE GLAZING IS WITHIN 24"OF THE 20.AUTOMATIC OR GRAVITY DAMPERS ARE INSTALLED ON ALL OUTDOOR AIR INTAKES AND EXHAUSTS AS PER SECTION R403.6 OF 2020 CALCULATIONS. BEARING LEVEL.LOAD BEARING CAPACITY IS 2,000 POUNDS PER SQUARE FOOT AS PER TABLE R401.4.1 OF THE 2020 RCNYS. CLOSED DOOR,OR WHERE THE GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND 21.BUILDING CAVITIES ARE NOT USED AS DUCTS OR PLENUMS AS PER SECTION R403.3.5 OF 2020 ECCCNYS. ECCCNYS. WITHIN 24"OF THE HINGE SIDE OF AN IN-SWINGING DOOR AS PER SECTION R308.4.2 OF 2020 RCNYS. 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 CONCRETE SPECIFICATIONS 22.CIRCULATING SERVICE HOT WATER SYSTEMS ARE TO BE INSULATED TO R-2 IN COMPLIANCE WITH SECTION 403.4 OF 2020 ECCCNYS. 21. FURNISH AND INSTALL INSULATION IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.R-VALUES ON INSULATION SHALL AND DRY STACK RETAINING WALL ELEVATION 14.HAZARDOUS GLASS LOCATIONS:WINDOW GLAZING WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET SHALL BE DEEM TO BE A COMPLY WITH STATE AND LOCAL ENERGY CODES. FLOOR,WALL,AND CEILING INSULATION SHALL BE INSTALLED ACCORDING TO (S-2) 1.CONCRETE WORK:ALL CONCRETE USED IN THE CONSTRUCTION FOR FOUNDATIONS,FLOORS,WALLS,TERRACES,OR DRIVES SHALL HAZARDOUS GLASS LOCATION:AN INDIVIDUAL PANE IS LARGER THAN 9 SF,THE BOTTOM EDGE IS LESS THAN 18"AFF,THE TOP OF THE 23.HVAC PIPING CONVEYING FLUIDS ABOVE 105 OF OR CHILLED FLUIDS BELOW 55 OF ARE INSULATED TO 2R-3 AS PER SECTION R403.4 OF MANUFACTURER'S INSTRUCTIONS.R-VALUES SHALL BE CLEARLY LABELED AND VISIBLE FOR INSPECTION.BLOWN INSULATION SHALL BE THAT DEFINED AS MINIMUM 3500 PSI AIR-ENTRAINED CONCRETE AND SHALL DEVELOP A MINIMUM ULTIMATE COMPRESSIVE GLAZING IS MORE THAN 36"AFF,A WALKING SURFACE IS WITHIN 36"OF THE WINDOW AS PER SECTION R308.4.3 OF 2020 RCNYS. 2020 ECCCNYS. BE MARKED EVERY 300 SF. 7 REVISED PER BOARD OF TRUSTEES 1-5-21 STRENGTH AT 28 DAYS.SLAB ON GRADE SHALL BE STONE CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI AT 28 RECOMMENDATIONS.50 FOOT NON-TURF DAYS AND REINFORCED WITH W.W.F.#6 10 X 10 UNLESS OTHERWISE NOTED ON PLANS.CEMENT SHALL BE FIRST CLASS APPROVED 15.GLAZING IN GUARDS,RAILINGS,AND BALUSTERS SHALL BE CONSIDERED HAZARDOUS GLASS LOCATIONS AS PER SECTION R308.4.4 24.ALL INSULATION OVER HVAC EQUIPMENT SHALL BE PROTECTED AS PER SECTION 403.4.1 OF 2020 ECCCNYS. 22.FLOOR INSULATION INSTALLED PER MANUFACTURER'S INSTRUCTIONS AND IN SUBSTANTIAL CONTACT WITH THE UNDERSIDE OF THE BOUNDARY ADDED,CHANGED SEPTIC TO LOW BRAND PORTLAND CEMENT.FINE AGGREGATE SHALL BE CLEAN,SHARP SAND.COARSE AGGREGATE SHALL BE HARD,CLEAN, OF 2020 RCNYS. SUBFLOOR,OR FLOOR FRAMING CAVITY INSULATION IS IN CONTACT WITH THE TOP OF SHEATHING,OR CONTINUOUS INSULATION IS NITROGEN I/A OWTS,AND ADDED FOOTPRINTS WASHED HEAVY MEDIA GRAVEL OR CRUSHED STONE.MIXING SHALL BE DONE IN A BATCH-MACHINE MIXER OR MOBILE TRUCK MIXER 25.CIRCULATING SERVICE HOT WATER SYSTEMS HAVE AUTOMATIC OR ACCESSIBLE MANUAL CONTROLS AS PER SECTION R403.5.1 OF INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND EXTENDS FROM THE BOTTOM TO THE TOP OF ALL PERIMETER FLOOR UNTIL THE CEMENT IS THOROUGHLY DISTRIBUTED AND THE MASS UNIFORM IN COLOR WITH MAXIMUM 4 INCH SLUMP.PROVIDE 16.GLAZING IN WALLS,ENCLOSURES,OR FENCES CONTAINING OR FACING HOT TUBS,SPAS,WHIRLPOOLS,SAUNAS,STEAM ROOMS, 2020 ECCCNYS. FRAMING MEMBERS AS PER SECTION R303.2 AND R402.2.7 OF 2020 ECCCNYS. OF ADJACENT HOMES. RESUBMITTED FOR EXPANSION STRIPS WHERE NECESSARY.ALL CONCRETE FORMS TO BE SPRAYED WITH WATER BASED OIL MIXTURE RELEASE AGENT. BATHTUBS,SHOWERS,AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" TRUSTEES REVIEW AND APPROVAL. OIL CONTENT OF RELEASE AGENT MIXTURE NOT TO BE DAMAGING TO CONCRETE MIX. ABOVE ANY STANDING/WALKING SURFACE SHALL BE CONSIDERED HAZARDOUS GLASS LOCATIONS, EXCEPT GLASS THAT US MORE 26.FURNACE,WATER HEATER,AND FIREPLACE FLUES SHALL EXHAUST TO THE OUTSIDE OF THE BUILDING. 23.WALL INSULATION R-VALUE.IF THIS IS A MASS WALL V!ITH AT LEAST'/I OF THE WALL INSULATION ON THE WALL EXTERIOR,THE THAN 60"ABOVE THE WATERS EDGE OF A BATHTUB,HOT TUB,SPA,WHIRLPOOL,OR SWIMMING POOL,OR FROM THE EDGE OF A EXTERIOR INSULATION REQUIREMENT APPLIES(FR10)AS PER SECTIONS R402.1.1,R402.2.5,AND R402.2.6 OF 2020 ECCCNYS. 2.AT CONCRETE DELIVERY TIME,A COPY OF THE DELIVERY BATCH TICKET NOTING DESIGN MIX AND COMPRESSIVE STRENGTH SHALL SHOWER,SAUNA,OR STEAM ROOM AS PER SECTION R308.4.5 OF 2020 RCNYS. 27.ANYAPPLIANCE GENERATING A GLOW,SPARK,OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED 18"ABOVE BE GIVEN TO THE GENERAL CONTRACTOR OR THE BUILDING OWNER.THIS TICKET MUST BE PRODUCED AT THE REQUEST OF THE THE FLOOR. 24.PROVIDE FOAM BAFFLES AT EAVE VENTS BETWEEN RAFTERS. BUILDING INSPECTOR AT THE TIME OF FOUNDATION,FOOTING,SLAB,AND OTHER CONCRETE INSPECTIONS AS PER R106.1 OF 2020 17.GLAZING IN A STAIRWELL INCLUDING INTERMEDIARY LANDINGS WHERE THE WINDOW SILL IS LESS THAN 36"ABOVE THE STAIR RCNYS AND THE 2020 BCNYS 107 AND NYCRR PART 1203. NOSING SHALL BE CONSIDERED HAZARDOUS GLASS LOCATIONS AS PER SECTION R308.4.6 OF 2020 RCNYS. 28.HEATED WATER CIRCULATION SYSTEMS SHALL HAVE A CIRCULATION PUMP.THE SYSTEM RETURN PIPE IS A DEDICATED RETURN PIPE 25. INSTALL POLYISOCYAN U RATE LOW VOLUME SELF EXPANDING FOAM TYPE INSULATION AT ALL FLOOR AND PLATE LINES,OPENINGS IN OR A COLD WATER SUPPLY PIPE.GRAVITY AND THERMOS-SYPHON CIRCULATION SYSTEMS ARE NOT PRESENT.CONTROLS FOR PLATES,CORNER STUD CAVITIES,AND AROUND DOOR AND WINDOW OPENING CAVITIES. 3.CONCRETE STRENGTHS:ALL CONCRETE STRENGTH FOR CONCRETE SPECIFIED BELOW SHALL CONFORM WITH TABLE R402.2 OF THE '18.GLAZING WITHIN 60"OF THE BOTTOM LANDING OF STAIRS WHERE THE WINDOW SILL IS LESS THAN 36"AFF,SHALL BE CONSIDERED CIRCULATING HOT WATER SYSTEM PUMPS START THE PUMP WITH SIGNAL FOR HOT WATER DEMAND WITHIN THE OCCUPANCY. 2020 RCNYS. HAZARDOUS GLASS LOCATIONS AS PER SECTION R308.4.7 OF 2020 RCNYS. CONTROLS AUTOMATICALLY TURN OFF THE PUMP WHEN WATER IS IN CIRCULATION LOOP IS AT SET-POINT TEMPERATURE AND NO 26.FOUNDATION INSULATION FOR CONCRETE SLAB CONSTRUCTION SHALL BE R-10 MIN.2"X 36"PERIMETER RIGID FOAM INSULATION DEMAND FOR HOT WATER EXISTS AS PER SECTION R403.5.1.1 OF 2020 ECCCNYS. BOARD"FOAMULAR 150"AS MFG'D.BY OWENS CORNING.ALL EXPOSED INSULATION SHALL HAVE A FLAME SPREAD RATING OF LESS 4.CONCRETE WORK SHALL COMPLY WITH ALL FEDERAL,STATE,AND LOCAL BUILDING CODES INCLUDING THIS CHAPTER AS PER 19.ALL SKYLIGHTS AND SLOPED GLAZING SHALL COMPLY WITH SECTION R308.6 OF THE 2020 RCNYS. THAN 25 AND A SMOKE DENSITY RATING OF LESS THAN 450. CHAPTER 4 OF THE 2020 RCNYS. 29.WATER DISTRIBUTION SYSTEMS THAT HAVE RECIRCULATION PUMPS THAT PUMP WATER FROM A HEATED WATER SUPPLY PIPE BACK 20.EGRESS WINDOWS OPENINGS TO COMPLY WITH SECTION R310 OF 2020 RCNYS. TO THE HEATED WATER SOURCE THROUGH A COLD WATER SUPPLY PIPE HAVE A DEMAND RECIRCULATION WATER SYSTEM.PUMPS 27.ALL EXTERIOR WALL SHEATHING SHALL BE COVERED WITH 15#ASPHALTIC BUILDERS FELT IN ACCORDANCE WITH SECTION R703.2 OF 5.FOOTINGS AND PADS:FOOTING WIDTHS SHALL COMPLY WITH THESE TABLES.FOOTINGS SHALL BE PLACED ATA DEPTH TO CONFORM HAVE CONTROLS THAT MANAGE OPERATION OF THE PUMP AND LIMIT THE TEMPERATURE OF THE WATER ENTERING THE COLD WATER 2020 RCNYS. TO ALL FEDERAL,STATE,AND LOCAL BUILDING CODES.FOOTINGS AND PADS SHALL BE FOUNDED ON FIRM,UNDISTURBED,NATIVE, FINISHES SPECIFICATIONS PIPING TO 104°F AS PER SECTION R403.5.2 OF 2020 ECCCNYS. FREE DRAINING SOIL.CONDITIONS FOUND TO BE OTHERWISE SHALL BE REPORTED TO OWNER.SIZES OF FOOTINGS AND PADS ARE 28.PLASTIC WRAP"TYVEK"MAY BE SUBSTITUTED FOR FELT WHEN HORIZONTAL VINYL SIDING IS INSTALLED AS PER TABLE R703.3(1)OF TO BE AS SHOWN IN THE WORKING DRAWINGS.REINFORCEMENT BARS,IF SHOWN IN THE CONSTRUCTION DRAWINGS,SHALL BE 1.ALL INTERIOR FINISHES SHALL BE FIRE RATED IN COMPLIANCE WITH SECTION R302.9 OF 2020 RCNYS. 30.DRAIN WATER HEAT RECOVERY UNITS TESTED IN ACCORDANCE WITH CSA 855.1.POTABLE WATER-SIDE PRESSURE LOSS OF DRAIN THE 2020 RCNYS. RUST FREE AND PLACED NO CLOSER THAN 1-1/2 INCHES FOR#5 BARS AND SMALLER AND 2"FOR#6 BARS AND LARGER TO SURFACE WATER HEAT RECOVERY UNITS<3 PSI FOR INDIVIDUAL UNITS CONNECTED TO ONE OR TWO SHOWERS.POTABLE WATER-SIDE OF CONCRETE IN CONTACT WITH EARTH WHEN CONCRETE IS CAST IN FORMS.CONCRETE CASTAGAINST AND PERMANENTLY IN 2.ALL INTERIOR WALL AND CEILING FINISHES SHALL BE IN COMPLIANCE WITH SECTIONS R702 AND R805 OF 2020 RCNYS. PRESSURE LOSS OF DRAIN WATER HEAT RECOVERY UNITS<2 PSI FOR INDIVIDUAL UNITS CONNECTED TO THREE OR MORE 29.PACK ALL DOOR AND WINDOW SPACES WITH INSULATION OR LOW VOLUME EXPANSION SPRAY IN INSULATION FOAM. CONTACT WITH THE EARTH SHALL MAINTAIN 3"COVERAGE.ALL IN COMPLIANCE WITH TABLES R403.1(1),R403.1(2),AND R403.1(3)OF SHOWERS AS PER SECTION R403.5.4 OF 2020 ECCCNYS. THE 2020 RCNYS. 3.GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH TABLE R702.3.5 OF 2020 RCNYS. 30. ROOFING SHINGLES:FURNISH ASPHALT SHINGLES IN COMPLIANCE WITH SECTION R905.2.4 OF THE 2020 RCNYS WITH SELF SEALING 31.ALL MECHANICAL VENTILATION SYSTEM FANS NOT PART OF TESTED AND LISTED HVAC EQUIPMENT MEET EFFICACY AND AIR FLOW STRIPS OR INTERLOCKING.ALL ROOF SHINGLES TO COMPLY WITH ASTM D 225 OR D 3462.SHINGLES TO BE SELECTED BY OWNER AND 6.FOOTING BEARING:ALL FOOTINGS ARE TO BE ON VIRGIN SOIL AND ARE TO BE KEPT A MINIMUM OF 2'-0"ABOVE WATER TABLE. 4.DRY BATHROOM WALLS SHALL RECEIVE 1/2'WATER RESISTANT GREEN BOARD AS PER SECTION R702.3.7 OF 2020 RCNYS. LIMITS AS PER SECTION R403.6.1 OF 2020 ECCCNYS. INSTALL STRICTLY IN ACCORDANCE WITH LOCAL CODES AND MANUFACTURER'S INSTRUCTIONS.SELF SEALING ASPHALT ROOF FOUNDATION FOOTING TO BEAR ON VIRGIN UNDISTURBED SOIL WITH MINIMUM ONE TON(2000 POUNDS)PER SQUARE FOOT BEARING I SHINGLES SHALL BE INSTALLED WITH A MINIMUM OF SIX FASTENERS PER STRIP SHINGLE OR AS PER THE MANUFACTURERS CAPACITY AS PER TABLE R401.4.1 OF THE 2020 RCNYS.. 5.BATHROOM SURFACES EXPOSED TO DIRECT WATER EXPOSURE AND HIGH HUMIDITY SHALL RECEIVE 1/2"CONCRETE BACKER BOARD 32.ALL CLOTHES DRYERS ARE TO BE EXHAUSTED IN COMPLIANCE WITH THESE SECTIONS.CLOTHES DRYER,KITCHEN AND BATHROOM REQUIREMENTS,WHICHEVER IS GREATER. AS PER SECTION R702.3.7.1 OF 2020 RCNYS. VENTING SHALL EXHAUST TO THE OUTSIDE OF THE BUILDING AND BE EQUIPPED WITH A BACK DRAFT DAMPER.AUTOMATIC OR 7.STEP FOOTING AS REQUIRED,2:1,AS REQUIRED IN COMPLIANCE WITH SECTION R403.1.5 OF THE 2020 RCNYS. GRAVITY DAMPERS ARE REQUIRED ON ALL OUTDOOR AIR INTAKES AND EXHAUSTS IN COMPLIANCE WITH 2020 ECCCNYS,2020 RCNYS, 31. ROOFING FASTENERS:FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM,OR PLUMBING SPECIFICATIONS AND 2020 MCNYS.ALL BATHROOMS ARE TO BE VENTED AS PER 2020 ECCCNYS,AND SECTION G2439.7 OF 2020 RCNYS AND 2020 COPPER ROOFING NAILS,MINIMUM 12 GAUGE SHANK WITH A MINIMUM 3/8"DIAMETER HEAD,ASTM F 1667,OF A LENGTH TO 8. FOUNDATION WALL REINFORCEMENT TO CONFORM WITH THIS TABLE R404.1.1(5)OF 2020 RCNYS. MCNYS. PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4"INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING 1.PERMITS AND REGULATIONS:THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,DRAWINGS,FLOOR PLANS,SCHEMATICS, IS LESS THAN 3/4"THICK,THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING.FASTENERS SHALL COMPLY WITH ASTM F CAD File Name: TOSCANO REVISED 7.1a out 9.ALL CONCRETE REINFORCEMENT SHALL COMPLY WITH TABLES R404.1.1(1),R404.1.1(2),R404.1.1(3),R404.1.1(4)FOR MASONRY WALLS AND INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND ALL WORK RELATED WITH THEIR RESPECTIVE TRADE. THE WORK ELECTRICAL SPECIFICATIONS 1667. Y AND TABLES R404.1.2(1),R404.1.2(2), R404.1.2(3),R404.1.2(4),R404,1.2(8),AND R404.1.2(9)FOR CONCRETE WALLS,OF THE 2020 RCNYS. SHALL CONFORM TO THE REGULATIONS OF THE 2020 BCNYS,2015 RCNYS,AND 2015 PCNYS AND ALLAPPLICABLE SUPPLEMENTS AND Drawn By: Edward Koenig CODE REFERENCES. 1.GENERAL:THE ELECTRICAL.CONTRACTOR SHALL INSTALL ALL WORK TO COMPLY WITH ALL LAWS APPLYING TO ELECTRICAL 32.SELF ADHESIVE ICE BARRIER OF POLYMER MODIFIED BITUMEN SHEET TO BE INSTALLED IN LIEU OF NORMAL UNDERLAYMENT ON 10.CONCRETE FLOORS:CONCRETE FLOORS SHALL BE 4 INCHES THICK UNLESS OTHERWISE NOTED ON THE PLANS,WITH A MONOLITHIC INSTALLATIONS IN EFFECT+N THE LOCAL COMMUNITY.THE WORK SHALL CONFORM WITH THE REGULATIONS OF THE LATEST EDITION PLYWOOD ROOFING FROM FASCIA BOARD TO A POINT AT LEAST 24"INSIDE THE EXTERIOR WALL LINE OF THE BUILDING TO PREVENT FINISH AND TROWELED TO A HARD SMOOTH SURFACE.PROVIDE WELDED WIRE MESH REINFORCING WHERE SHOWN ON 2.ALL PLUMBING WORK SHALL BE INSTALLED IN COMPLIANCE WITH CHAPTER 25,26,27,28,AND 29 OF THE 2020 RCNYS. OF THE NATIONAL ELECTRICAL CODE AND THE ELECTRICAL UTILITY COMPANY SERVICING THE AREA.ALL MATERIALS SHALL BE NEW LEAKAGE FROM ICE DAMS.ROOF SLOPES OF 8:12 OR GREATER SHALL BE PROVIDED WITH ICE BARRIER NOT LESS THAN 36" CONSTRUCTION DRAWINGS.SIZE AND SPACING OF WIRE MESH SHALL BE AS SHOWN IN THE WORKING DRAWINGS.WHERE SLABS AND OF A GRADE TO CONFORM TO THE STANDARDS OF THE UNDERWRITERS LABORATORIES,INC.,AND AT THE COMPLETION OF THE MEASURED ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING.ALL IN COMPLIANCE WITH SECTION R905.1.2 OF 2020 Architect's Seal ARE SUPPORTED ON FILL,THE FILL SHALL BE COMPACTED IN LAYERS. 3.PLUMBING INSTALLERS SHALL PROVIDE THE MANUFACTURER MANUALS FOR MECHANICALAND WATER HANDLING EQUIPMENT IN WORK,EVIDENCE SHALL BE FURNISHED SHOWING COMPLIANCE WITH LAWS AND REGULATIONS IN EFFECT. RCNYS, COMPLIANCE WITH 2020 RCNYS,2020 PCNYS,2020 ECCCNYS,2020 MCNYS,AND 2020 FGCNYS. 11.GRAVEL FILL UNDER FLOOR SLAB:LAY 1 INCH BED OF FINE GRAVEL ON TOP OF A 3 INCH BED OF CRUSHED STONE OVER AREA OF 2.PERMITS AND REGULATIONS:THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,DRAWINGS,FLOOR PLANS,SCHEMATICS, 33. BLIND FLASH ALL JUNCTIONS WHERE VERTICAL MEETS HORIZONTAL(ROOF,CHIMNEYS,WINDOWS,DOORS,ETC.). ,, n",� HOUSE AND GARAGE.SAME TO BE RAKED LEVEL AND MACHINE COMPACTED. 4.SEWER AND WASTE PIPING:DRAINAGE SYSTEM WITHIN THE BUILDING TO BE CAST IRON OR PVC PIPE.EXTERIOR SANITARY AND AND INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND ALL WORK RELATED WITH THEIR RESPECTIVE TRADE.WHERE NO .-r-•��. 1,, STORM SEWERS SHALL BE VITRIFIED BELLAND SPIGOT CROCK WITH ALL JOINTS WELL CAULKED AND CEMENTED. CODES EXISTS,THE WORK SHALL CONFORM TO THE REGULATIONS OF THE BUILDING CODE OF NEW YORK STATE,RESIDENTIAL ` 12.CONCRETE VAPOR BARRIER:LAY ONE LAYER OF 6 MIL POLYETHYLENE VAPOR BARRIER APPROVED FOR USE WITH CONCRETE ON CODE OF NEW YORK STATE,AND ALL APPLICABLE SUPPLEMENTS INCLUDING SOUTHERN BUILDING CODE CONGRESS. .. 1 GRAVEL FILL AT LIVING AREAS.BARRIER TO BE LAPPED 4 INCHES AT ALL JOINTS AND FOLDED UP AT EXTERIOR EDGES OF SLAB. 5.WASTE DRAINAGE SYSTEM:CLEANOUTS SHALL BE INSTALLED AT THE HIGHEST END OF EACH HORIZONTAL DRAINAGE RUN,AT EACH /1' � .) BRANCH CONNECTION(WHERE ACCESS IS AVAILABLE),AND AT THE BASE OF ALL VERTICAL STACKS.VENTS SHALL BE INSTALLED 3.ALL ELECTRICAL EQUIPMENTAND INSTALLATIONS SHALL BE IN COMPLIANCE WITH RCNYS PART VIII,CHAPTERS 33-42. ` ', 13.ROD REINFORCEMENT SHALL BE MINIMUM GRADE 40 INTERMEDIATE GRADE DEFORMED BARS CONFORMING TO ASTM A615,A616, THROUGHOUT AND CONNECT TO THE VERTICAL STACK(S)WHICH SHALL IN TURN BE EXTENDED THROUGH THE ROOF AND PROPERLY A617,OR A706 AND ASTM A185 AND A82. FLASHED.ALL VERTICAL STACKS SHALL SERVE THE MAIN HOUSE DRAIN FOR DISPOSAL OF WASTE TO THE PUBLIC SEWER.WHEN THE 4.IC-RATED RECESSED LIGHTING FIXTURES SEALED AT HOUSING/INTERIOR FINISH AND LABELED TO INDICATE LESS THAN OR EQUAL TO ,rr - �- PUBLIC SEWER IS HIGHER THAN THE MAIN HOUSE DRAIN,A SUMP PUMP SHALL BE PROVIDED.PROVIDE FLOOR DRAINS WITH TRAPS 2.0 CFM LEAKAGE AT 75 Pa IN COMPLIANCE WITH 2020 RCNYS AND 2020 ECCCNYS. �j / 14.JOINT REINFORCEMENT,ANCHOR:TIES,AND WIRE FABRIC SHALL CONFORM TO THE FOLLOWING STANDARDS:ASTM A 82 FOR JOINT P:S SHOWN IN THE WORKING DRAWINGS. f!��'•' I !�' REINFORCEMENT AND WIRE ANCHORS AND TIES;ASTM A 36 FOR STEEL PLATE,HEADED AND BENT BAR ANCHORS;AND ASTM A 366 5.ALL FIXTURES,SWITCH TYPE(DECORATOR OR STANDARD),AND OUTLET TYPE(DECORATOR OR STANDARD)SHALL BE SELECTED BY [ 1 FOR SHEET METAL ANCHORS AND TIES. 6.WATER SUPPLY SYSTEM:PROVIDE A 1"MINIMUM UNDERGROUND COPPER SUPPLY,LOCATED BELOW FROST LINE,FROM THE PUBLIC OWNER. WATER MAIN INTO THE HOUSE. ./ 15.GALVANIZED METAL ACCESSORIES:METAL STRAPPING FOR USE IN EXTERIOR WALLS AND NOT DIRECTLY EXPOSED TO WEATHER 6.SERVICE:VERIFY CONDITION,OPERABILITY,AND CAPACITY OF EXISTING SYSTEM AND ADVISE CLIENT OF CONDITION AND UPGRADE -. 11-11 SHALL CONFORM TO ASTM A 153,CLASS B-2.METAL STRAPPING FOR USE IN INTERIOR WALLS SHALL BE MILL GALVANIZED AND 7•WATER SUPPLY SYSTEM:FROM METER,CARRY 3/4"MAIN TO KITCHEN,LAUNDRY, BATH,AND WASHROOM FIXTURES WITH 1/2" OPTIONS.GROUND THE WIRING SYSTEM OF THE PREMISES WITH A GROUNDING ELECTRODE CONNECTED, IN ACCORDANCE WITH CONFORM WITH ASTM A 641,CLASS 1.METAL PLATES,CONNECTORS,SCREWS, BOLTS,AND NAILS EXPOSED DIRECTLY TO THE BRANCHES TO FIXTURES AS REQUIRED.CARRY 3/4"BRANCH TOP WATER HEATER AND 3/4"LINES TO HOSE BIBBS. FROM WATER SECTION E3507 AND SIZED IN ACCORDANCE WITH E3503.1 AND TABLE E3503.1.ROD ELECTRODE IS TO BE MADE OF ZINC COATED EXTERIOR WEATHER ARE TO STAINLESS STEEL,HOT DIPPED GALVANIZED AFTER THE FASTENER OR CONNECTOR IS FABRICATED TO HEATER,CARRY 3/4"SUPPLY TO ALL ABOVE ROOMS WITH BRANCHES AS REQUIRED.ALL HOT AND COLD WATER SUPPLY PIPING SHALL IRON OR STEEL,SHALL BE 5/8"MINIMUM DIAMETER,AND SHALL BE 8'-0"LONG,NON-FERROUS ROD IS TO BE 1/2"MINIMUM DIAMETER, FORM A ZINC COATING NOT LESS THAN 1 OZ PER SQ.FT.OR HOT DIPPED GALVANIZED WITH A MINIMUM COATING OF 1.8 OZ PER SQ.FT. BE"L"COPPER.PROVIDE HOSE BIBBS AS SPECIFIED IN THE WORKING DRAWINGS.PROVIDE SHUT OFF VALVES AT ENTRANCE OF IN ACCORDANCE WITH 2020 RCNYS AND 2020 ECCCNYS. OF STEEL CONFORMING TO ASTM 90. SYSTEM,AT FIXTURES,AND AT HOSE BIBB BRANCHES. CARMELHILL 7.ALL ELECTRICAL WORK TO BE INSTALLED SHALL BE IN ACCORDANCE WITH THE N.E.C.AND SHALL BE U.L.APPROVED.ALL EQUIPMENT 16. POURED CONCRETE ANCHOR BOLTS:5/8"ANCHOR BOLT WITH 3"X 3"1/8"WASHER SPACED @ T-0"O.C.AND SPACED WITH 6"TO 12" 8.WATER HEATER-WATER HEATER TO COMPLY WITH 2020 RCNYS,2020 PCNYS,2020 FGCNYS,AND 2020 MCNYS. SHALL COMPLY WITH N.E.C.110.3. WALL LEGEND OF EACH END PLATE.ANCHOR BOLTS SHALL HAVE A MIN.EMBEDMENT OF 7"INTO CONCRETE. 2D SYMBOL DESCRIPTION 9.FURNISH AND INSTALL ANY NECESSARY SAFETY CONTROLS,DEVICES,OR AUTOMATIC BLOWOFFS REQUIRED BY LOCAL REGULATIONS 8.PROVIDE SMOKE DETECTORS,HARD WIRED WITH BATTERY BACK UP, IN EACH BEDROOM,AND IN EACH COMMON HALLWAY ON EACH - - - 71 NEW 8" POURED CONCRETE FOUNDATION WALL 3500 PSI AT 28 DAYS MIN. WITH#5 REBAR 17. DETAILS AND GENERAL PROVISIONS FOR CONCRETE CONSTRUCTION SHALL CONFORM TO REQUIREMENTS OF THE LATESTACI GOVERNING WATER HEATERS.GAS AND OIL BURNING HEATERS SHALL BE CONNECTED TO FURNACE FLUES OR SEPARATE FIRECLAY FLOOR OF HOUSE.INTERCONNECT ALL DETECTORS SO WHEN ONE SIGNALS,ALL WILL SIGNAL,IN COMPLIANCE WITH SECTION R314 HORIZONTAL AT TOP OF FOUNDATION WALL CONTINUOUS AT CORNERS OVER 16"X 8" ARCHITECTS BUILDING CODE,ACI 318 AND MANUAL ACI 315. TILE FLUE IN MASONRY CHIMNEY. AND SECTION R314.2.2 OF 2020 RCNYS,APPENDIX J. - - J POURED CONCRETE FOOTING 3500 PSI AT 28 DAYS MIN. WITH (2)#5 REBAR BEARING ON - 18.APPLY TAR FOUNDATION WATERFROOFINGAND MOISTURE BARRIER TO EXTERIOR OF FOUNDATION WALL BELOW GRADE IN 10.GAS PIPING:ALL GAS PIPING TO BE STANDARD BLACK STEEL PIPE AND FITTINGS.NO CAST IRON TO BE USED."GREEN"PIPE WHERE 9.75%OF LAMPS IN PERMANENT FIXTURES OR 75%OF PERMANENT FIXTURES HAVE HIGH EFFICACY LAMPS.DOES NOT APPLY TO LOW- UNDISTURBED VIRGIN SOIL. REBAR CONCRETE COVERAGE TO BE 3" MIN.. COMPLIANCE WITH SECTION R406.2 OF 2020 RCNYS. UNDERGROUND OR EXPOSED TO WEATHER.ALL JOINTS SHALL BE TAPED WHERE BURIED OR EXPOSED TO WEATHER.CONNECT TO VOLTAGE LIGHTING AS PER SECTION R404.1 OF 2020 ECCCNYS. NEW 8 POURED CONCRETE FOUNDATION WALL 3500 PSI AT 28 DAYS MIN. WITH#5 REBAR LOCATIONS AS REQUIRED BY GAS BURNING FIXTURES.ALL GAS LINES SHALL BE SIZED FOR APPLIANCE LOAD.ALL TO BE IN - - - HORIZONTAL AT TOP OF FOUNDATION WALL CONTINUOUS AT CORNERS COVERED WITH METALS SPECIFICATIONS COMPLIANCE WITH 2020 RCNYS,2020 PCNYS,2020 FGCNYS,AND 2020 MCNYS. 10.PROVIDE CARBON MONOXIDE DETECTOR,HARD WIRED WITH BATTERY BACK UP,IN EACH COMMON HALLWAY ON EACH FLOOR OF ' 3" R-21 CLOSED CELL SPRAY FOAM (R-7 PER INCH)OVER 16"X 8" POURED CONCRETE HOUSE.INTERCONNECT ALL DETECTORS SO WHEN ONE SIGNALS,ALL WILL SIGNAL,IN COMPLIANCE WITH SECTION 915 OF 2020 - - - FOOTING 3500 PSI AT 28 DAYS MIN. WITH (2)#5 REBAR BEARING ON UNDISTURBED VIRGIN __ . A, --1 ,I 1.STRUCTURAL STEEL:ASTM-A36.SHOP FABRICATE ALL PIECES CALLED FOR AS WELDED.PRIOR TO PAINTING,HAND CLEAN THE STEEL 11.FIXTURES:FURNISH AND INSTALLALL PLUMBING FIXTURES WITH TRAPS INDICATED IN THE WORKING DRAWINGS AND REQUIRED BY FCNYS. SOIL. REBAR CONCRETE COVERAGE TO BE 3" MIN.. WITH A WIRE BRUSH.REMOVE ALL LOOSE RUST,LOOSE MILL SCALE,DIRT,AND OTHER FOREIGN MATTER.APPLY ONE SHOP COAT OF A INSTALLATION AND SELECTED BY OWNER.INCLUDE COMPLETE LIST IN THIS SPECIFICATION. NEW EXTERIOR PERIMETER WOOD FRAME WALL CONSTRUCT BY VINYL SIDING SEE RUST INHIBITING OIL TYPE RED METAL PRIMER.REPRIME ALL FIELD WELDS AND FIELD CUTS WITH A MINIMUM OF TWO COATS OF A 11.UPON COMPLETION OF WORK,TEST INSTALLATION THOROUGHLY AND RENDER IT FREE FROM SHORTS,GROUNDS,OR IMPROPER RUST INHIBITING PRIMER. IN ADDITION TO THE SHOP COAT,FIELD PAINTALL STEELAND IRONWORK WITH ONE COAT OFAN ALKYD TYPE 12.TESTS:BEFORE COVERING PIPES,THE ENTIRE WATER SYSTEM SHALL BE TESTED UNDER 100 LBS.PRESSURE. CONNECTIONS. ELEVATIONS FOR MFG.AND SPEC.)OVER'TYVEK' HOUSE WRAP OVER 1/2" EXTERIOR ENAMEL BEFORE INSTALLATION. GRADE 'CDX'PLYWOOD SHEATHING (OR EQUAL) OVER 2"X 6"WOOD STUDS @ 16" O.C. 13.CLEANING AND PROTECTION:ALL FIXTURES AND TRIM SHALL BE PROTECTED,ALL FIXTURES AND FITTINGS CLEANED,AND ALL METAL 12.OWNER/BUILDER SHALL DOA WALK THROUGH WITH ELECTRICAL,TELEPHONE,AN,AND CABLE INSTALLERS TO VERIFY EXACT U<xxx WITH 5-1/2" R-21 KRAFT PAPER BACKED FIBERGLASS INSULATION BATTS BETWEEN STUDS 2.THE DESIGN,FABRICATION,AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF AISC WORK POLISHED AND LEFT IN A NEAT AND CLEAN CONDITION DURING CONSTRUCTION. LOCATIONS FOR INSTALLATION OF OUTLETS,LIGHTS,SWITCHES,CABLE, DATE,PHONE,AUDIO,AND VISUAL. COVERED WITH 1/2" GYPSUM BOARD. FASTEN 1/2" PLYWOOD WITH 8D COMMON NAILS @ IM SPECIFICATIONS. 6"O.C. AT EDGE AND 12"O.C. IN FIELD AND FASTEN 1/2"GYPSUM ATTACHED WITH 5D ,. 14.TUBS/SHOWERS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC 13.THE PRIMARY LIGHTING FOR KITCHENS AND BATHROOMS SHALL HAVE A MIN EFFICIENCY OF 40 LUMENS PER WATT. COOLER NAILS7" O.C.AT EDGE AND 10" O.C. IN FIELD. 3.SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM 233 SERIES ELECTRODES AND A307 BOLTS WITH MIXING TYPE.THE WATER TEMPERATURE SHALL BE ATA MAXIMUM OF 120°F. . LOCK WASHERS,RESPECTIVELY. 14.LIGHTING WILL BE PROVIDED FOR MECHANICAL EQUIPMENT LOCATED IN AN ATTIC OR UNDER FLOOR SPACE.A LIGHT SWITCH SHALLNEW INTERIOR WOOD FRAME WALL CONSTRUCT BY 2"X 4"WOOD STUDS 16" O.C. WITH (1) WWW.CARM E L H I L L.C O M 15.FROST FREE HOSE BIBBS ARE REQUIRED IN FRONTAND REAR OF BUILDING. EACH HOSE BIBB SHALL BE EQUIPPED WITH A BACK BE PROVIDED AT THE ACCESS OPENING. ONE LAYER OF 1/2"GYPSUM BOARD EACH SIDE. 4.TERMITE PROTECTION SHALL BE BY METAL TERMITE SHIELD AS PER SECTION R317.1 AND R318.1 OF 2020 RCNYS. FLOW PREVENTION DEVICE. CARPENTRY SPECIFICATIONS_ 16.HOT WATER PIPING SHALL BE INSULATED TO EQUAL TO OR GREATER THAN R-3,BY THE PLUMBING CONTRACTOR IN ACCORDANCE 15.EXTERIOR OUTLETS SHALL BE GFI WITH WATERPROOF COVERS. ONE LAYER OF 5/8"TYPE"X" GYPSUM BOARD EACH SIDE.NEW INTERIOR WOOD FRAME WALL CONSTRUCT BY 2"X 4"WOOD STUDS 16" O.C. WITH (1) Architecture Firm: WITH SECTIONS N1103.5.3 OF THE 2020 RCNYS AND SECTION 403.5.3 OF THE 2020 ECCCNYS. ENERGY .ONS RV. CONST�O OF Ni 1.ALL FRAMING LUMBER SHALL BE:AS SPECIFIED IN THE WOOD FRAMING NOTES AND CONSTRUCTION NOTES OF THE CONSTRUCTIONCARMELHILL ARCHITECTS DRAWINGS.SPECIES TO BE DOUGLAS FIR LARCH#2 Fb=900 MINIMUM WITH ADJUSTMENT FACTORS AND E=1,600,000 MINIMUM.ALL 17.ALL MECHANICAL SYSTEM PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH SECTION N1103.5 OF THE 2020 RCNYS. 1.I,EDWARD KOENIG,A LICENSED ARCHITECT IN NEW YORK STATE,FIRMLY ATTEST,WHEN MY OFFICIAL SEALAND SIGNATURE ARE NEW INTERIOR WET WALL WOOD FRAME WALL CONSTRUCT BY 2"X 6 WOOD STUDS 16 WOOD IN CONTACT WITH CONCRETE,MASONRY,OR SOIL AND STRUCTURAL MEMBERS SUPPORTING PORCHES AND BALCONIES SHOWN ON THESE PLANS I AM AFFIRMING,TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGEMENT,THAT THESE O.C. WITH (1)ONE LAYER OF 1/2" GYPSUM BOARD EACH SIDE. EDWARD KOEN IG - R.A., A.I.A. SHALL BE ACQ PRESSURE TREATED WOOD. 18.MANUFACTURER MANUALS FOR MECHANICAL AND WATER HEATING SYSTEMS SHALL BE PROVIDED ONSITE AS PER SECTION R303.3 CONSTRUCTION DRAWINGS,SPECIFICATIONS,AND ATTACHED RESCHECK CALCULATIONS,ARE IN COMPLIANCE WITH THE 2020 RCNYS NEW INTERIOR WOOD FRAME WALL CONSTRUCT BY 2"X 6"WOOD STUDS 16" O.C. WITH 5- 415 LAKE AVENUE SOUTH OF 2020 ECCCNYS. - I AND THE 2020 ECCCNYS. 2.CUTTING OF JOISTS TO A DEPTH OF NO MORE THAN 1/6 OF THE JOIST DEPTH SHALL BE PERMITTED EXCEPT IN THE MIDDLE THIRD OF 1><xxx 1/2" R-21 KRAFT PAPER BACKED FIBERGLASS INSULATION BATTS BETWEEN STUDS NESCONSET, NY 11767-1848 THE SPAN.NO STUD SHALL BE CUT MORE THAN(A)25%OF ITS DEPTH IN EXTERIOR WALLS AND LOAD BEARING PARTITIONS:(B)40% VAC SPECIFICATIONS 2.CONSTRUCTION DRAWINGS AND DOCUMENTATION DEMONSTRATE ENERGY CODE COMPLIANCE FOR LIGHTING AND MECHANICAL COVERED WITH 1)ON.-'LAYER OF 5/8 TYPE X GYPSUM BOARD EACH SIDE. OF ITS DEPTH IN NON LOAD BEARING PARTITIONS.NO STUD SHALL BE BORED MORE THAN(A)40%OF THE STUD WIDTH IN EXTERIOR SYSTEMS.SYSTEMS SERVING MULTIPLE DWELLING UNITS MUST DEMONSTRATE COMPLIANCE WITH THE ECCCNYS COMMERCIAL NEW LOW WOOD FRAM WALL, 36 HIGH, CONSTRUCT BY 2 X 4 O.C. 631-277-3337 WALLS AND LOAD BEARING PARTITIONS:(B)60%OF THE STUD WIDTH IN NON LOAD BEARING PARTITIONS.ALL JOISTS TO BE SIZED TO 11WOOD STUDS 16BOARD EACH SIDE Website: www.CARMELHILL.com 1.GENERAL:THE HEATING CONTRACTOR SHALL FURNISH AN ENGINEERED HEATING LAYOUT IN CONFORMANCE WITH LOCAL CODES PROVISIONS AS PER SECTIONS 8103.1,8103.2,AND 8403.7 OF 2020 ECCCNYS. WITH (1)ONE LAYER OF 1/2" MILDEW RESISTANT GREENBOARD WIDTH AND FRAMED ON THE ENDS WITH MATERIAL OF THE SAME SIZE AS THE JOISTS. AND ALL MATERIAL AND LABOR UNDER THE SCOPE OF THE CONTRACT.THE CONTRACTOR SHALL INSTALL HEATING SYSTEM _ WITH CERAMIC TILE WITH MARBLE CAPTHERMAL ENVELOPE IS REPRESENTED ON CONSTRUCTION DOCUMENTS"THERMAL ENVELOPE PLANS AND SECTIONS"AS PER . Email: CARMELHILL16@gmail.com 3.SUBFLOORS:SUBFLOORS SHALL BE 3/4 INCH TONGUE AND GROOVED PLYWOOD WATERPROOF NAILED TO JOISTS WITH JOINTS COMPATIBLE WITH THE EXISTING SYSTEM.ALL WORKMANSHIP SHALL BE OF THE BEST QUALITY AND DONE BY MECHANICS SKILLTHE TRADE. E3.SECTIONS 8103.1 AND 8103.2 OF 2020 ECCCNYS.D IN NEW SHOWER ENCLOSURE LOW WOOD FRAMED WALL, 36 HIGH WITH MARBLE OR STAGGERED TWO JOIST SPACES MINIMUM((IT IS RECOMMENDED THAT FLOOR SHEATHING BE GLUED AND SCREWED TO FLOOR GRANITE CAP, FINISHED TO 7'6"AFF WITH SHOWER GLASS PANEL, CONSTRUCT BY 2"X 4" JOISTS TO MINIMIZE FLOOR SQUEEAKS). 2.PERMITS AND REGULATIONS:THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,DRAWINGS,FLOOR PLANS,SCHEMATICS, 4.CLIMATE ZONE 4a-SUFFOLK COUNTY,5750 HEATING DEGREE DAYS WOOD STUDS 16"O.C.WITH (1)ONE LAYER OF 1/2" CONCRETE BACKER BOARD EACH SIDE. Project Title: 4. DOUBLE ALL FLOOR JOISTS UNDER PARALLEL PARTITIONS.PROVIDE FIRESTOPPING AND AROUND ALL OPENINGS AS REQUIRED BY AND INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND ALL WORK RELATED WITH THEIR RESPECTIVE TRADE. 5. PROJECT DESIGNED USING NEW YORK STATE APPROVED RES-CHECK,LATEST EDITION,PROVIDED BY THE UNITED STATES CODE.PROVIDE AT LEAST DOUBLE JOISTS AND HEADERS AT WATER CLOSET DRAINS,BATHTUBS,AND ALL VENTAND MECHANICAL 3.THESE CONSTRUCTION DRAWINGS AND DOCUMENTATION DEMONSTRATE ENERGY CODE COMPLIANCE FOR LIGHTING AND DEPARTMENT OF OF ENERGY AS ALLOWED BY ECCCNYS CHAPTER 1,SECTION 101.3.1. OPENINGS 2'-0' OR MORE IN WIDTH,UNLESS OTHERWISE SHOWN ON DRAWING. MECHANICAL SYSTEMS IN COMPLIANCE WITH SECTIONS R103.2.2 AND 2020 ECCCNYS. 6.A PROTECTIVE COVERING SHALL BE INSTALLED TO PROTECT EXPOSED EXTERIOR INSULATION AND SHALL EXTEND A MINIMUM OF 6" TOS GAN O RESIDENCE 5.PROVIDE METAL CROSS BRACING BETWEEN ALL FLOOR JOISTS.MAXIMUM SPACE BETWEEN ROWS OF BRIDGING AND SUPPORTS 4.HEATING AND AIR-CONDITIONING SYSTEM:HEATING,VENTILATING,AND AIR-CONDITIONING SYSTEM SHALL BE DESIGNED FOR LOCAL BELOW GRADE IN COMPLIANCE WITH 2020 ECCCNYS. TOM He CAROLINE TOSCANO SHALL BE 8'-0". WEATHER CONDITIONS IN ACCORDANCE WITH THE DESIGN PRACTICE RECOMMENDED BY THE AMERICAN SOCIETY OF HEATING, 610 JACKSONS LANDING 6.ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE 2020 RCNYS AND WITH THE NATIONAL DESIGN SPECIFICATIONS REFRIGERATING,AND AIR-CONDITIONING ENGINEERS,AND SHALL CONFORM TO THE RULES AND REGULATIONS OF THE NATIONAL 7.THESE CONSTRUCTION DRAWINGS AND DOCUMENTATION DEMONSTRATE ENERGY CODE COMPLIANCE FOR THE BUILDING ENVELOPE FOR STRESS GRADE LUMBER AND ITS FASTENINGS.LUMBER IS TO BE FURNISHED AND INSTALLED,COMPLETE WITH ALL BOARD OF FIRE UNDERWRITERS AND ANY AND ALL GOVERNING LOCAL AND STATE CODES.THE HEATING SYSTEM SHALL BE IN COMPLIANCE WITH 2020 ECCCNYS. MATTITUCK, NY 11952 FASTENINGS,ANCHORS,BLOCKING,SADDLES,HANGERS,ETC.REQUIRED TO COMPLETE THE JOB.ALL STEEL BOLTS CONNECTING PROVIDED CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF 70°F ATA POINT T-0"ABOVE THE FLOOR IN ALL HABITABLE ROOMS. 8.ALL INSTALLED INSULATION SHALL BE LABELED OR THE INSTALLED R-VALUES PROVIDED BY SIGNED AFFIDAVIT BY THE INSTALLER IN 917-440-0916 WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES.JOIST HANGERS AND 5.HEATING SYSTEM:THE HEATING CONTRACTOR IS TO CONSTRUCT THE HEATING UNIT ACCORDING TO THE SPECIFICATIONS COMPLIANCE WITH 2020 ECCCNYS. DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 CONNECTORS,STEEL BRIDGING AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUST BE INSTALLED IN ACCORDANCE WITH DELINEATED BY THE HERS RATER.THE HEATING AND AIR CONDITIONING EQUIPMENT SHALL BE IN CONFORMANCE WITH THE 2020 RCNYS CODE REQUIREMENTS. 9•STANDARDS PUBLISHED BY MANUAL J.MANUAL S,AND MANUAL D,PUBLISHED BY THE AIR CONDITIONING CONTRACTORS OF THE ENERGY COMPLIANCE CERTIFICATE SHALL BE POSTED ON THE PROJECT SITE IN THE UTILITY ROOM SECTION 8401.3 OF 2020 SYMBOLS LEGEND 7.ALL WOOD POSTS RESTING ON TOP OF CONCRETE WALLS SHALL HAVE METAL SEATS ANCHORED TO CONCRETE BASE.ALL POSTS AMERICA(ACCA). HEATING AND COOLING EQUIPMENT SHALL BE SIZED PER ACCA MANUAL S BASED ON LOADS PER ACCA MANUAL J ECCCNYS. OR OTHER APPROVED METHODS,AND MANUAL D FOR DUCT SIZING IN COMPLIANCE WITH 2020 RCNYS,2020 ECCCNYS,AND 2020 BUILDING SECTION Sheet Title RESTING ON TOP OF STEEL BEAMS SHALL HAVE CLIP ANGLES BOLTED OR WELDED TO THE FLANGES OF THE STEEL BEAM.BEARING MCNYS OR OTHER METHODS APPROVED BY THE CODE OFFICIAL AS PER SECTIONS 83021 AND 84037 OF 2020 ECCCNYSTHERMAL AND MOISTURE PR(3T TION SPECIFICATIONS SECTION NUMBER 1 1 REVISION NUMBER . . . PLATES AND MOISTURE BARRIER SHALL BE PROVIDED.ALL P.T.WOOD TO BE IN COMPLIANCE WITH SECTION 8317 OF THE SHEET NUMBER A-7 A-7 SPECIFICATION S 2020 RCNYS. 6.THE HVAC INSTALLERS SHALL PROVIDE THE MANUFACTURER MANUALS FOR MECHANICALAND WATER HANDLING EQUIPMENT IN 1.SEE RESCHECK CALCULA7IONS STAPLED TO TITLE SHEET FOR INSULATION R VALUES AND THICKNESS SPECIFICATIONS. 8.STAIRS:ALL STAIRS,RAILINGS,AND LANDINGS SHALL COMPLY WITH SECTIONS R311.7.5.1 AND R3117.5.2.OF 2020 RCNYS. COMPLIANCE WITH 2020 RCNYS,2020 ECCCNYS,AND 2020 MCNYS.INSTRUCTIONS MANUALS FOR NEW MECHANICAL SYSTEMS TO BE 2.SEE PRESCRIPTIVE ENERGY ANALYSIS IN ENERGY CONSERVATION SPECIFICATIONS ABOVE FOR INSULATION SPECIFICATIONS. REVISION CLOUD ON SITE FOR INSPECTION. BUILDING DETAIL 9.WOOD STAIRS TO BEA MINIMUM OF 36"WIDE.STAIRS TO HAVE 5/4 INCH STRINGERS, 1-1/16 INCH TREADS,AND%INCH RISERS.THE 7.MECHANICAL SYSTEMS SHALL BE INSTALLED IN CONFORMANCE WITH 2020 RCNYS,2020 ECCCNYS, AND 2020 MCNYS. 3.ALL NEW CONSTRUCTION SHALL CONFORM TO THE 2020 RCNYS,AND 2020 ECCCNYS. C:D MAXIMUM RISER HEIGHT SHALL BE 8-1/4"AND THE MINIMUM TREAD DEPTH SHALL BE 9".THE NOSING ON STAIRS WITH SOLID RISERS DETAIL NUMBER 1 SHEET NUMBER SHALL BE 1-1/8".TREADS AND RISERS TO BE HOUSED INTO STRINGERS,GLUED AND WEDGED SOLID. 4.ALL INSULATION SHALL COMPLY WITH SECTION R302.10 OF 2020 ECCCNYS AND 2020 RCNYS. A-7 8.ALL JOINTS AND SEAMS OF AIR DUCTS,AIR HANDLERS,FILTER BOXES,AND BUILDING CAVITIES USED AS RETURN DUCTS ARE SEALED 11 10.POURED CONCRETE STAIRS:STAIRS TO BE A MINIMUM OF 36'WIDE.THE MAXIMUM RISER HEIGHT SHALL BE 8-1/4"AND THE MINIMUM IN COMPLIANCE WITH 2020 RCNYS,2020 ECCCNYS,AND 2020 MCNYS. VERTICAL ELEVATION ELEV. 0'-0 5.ALL INSULATION AND VAPOR BARRIERS SHALL BE FIRE RATED AS PER THIS AS PER SECTION 8302.10.1 OF 2020 RCNYS. IV TREAD DEPTH SHALL BE 10-1/8". 9.BUILDING CAVITIES ARE NOT TO BE USED FOR SUPPLY DUCTS IN COMPLIANCE WITH 2020 RCNYS,2020 ECCCNYS,AND 2020 MCNYS. DOOR NUMBER O ,SEALED AND INSULATED. 6.ALL ROOFING SHALL COMPLY WITH SECTIONS CHAPTER 9 OF THE 2020 RCNYS. Drawing No. DOOR WINDOWS & AS P HEAT DUCTING SHALL BE SECURED, KEYNOTE NUMBER 10HVAC INSTALLER IS TO SUPPLY POST CONSTRUCTION DUCT TIGHTNESS TEST RESULTS OF LESS THAN OR EQUAL TO 8 CFM TO O . 7.ALL PENETRATIONS TO THE BUILDING ENVELOPE SHALL BE SEALED,CAULKED,GASKETED,WEATHERSTRIPPED,OR OTHERWISE WINDOW NUMBER 1 1.SEE DOOR AND WINDOW SCHEDULES FOR STRUCTURAL WOOD HEADER SIZES.ALL DOORS,OPENINGS,AND WINDOWS TO BE SET SEALED INCLUDING BUT NOT LIMITED TO AREAS AROUND WINDOWS,DOORS,HVAC DUCTWORK,PLUMBING PIPE,ELECTRICAL O WITH TOP AT V-10 1/2"A.F.F. UNLESS OTHERWISE NOTED. OUTDOORS,OR LESS THAN OR EQUAL TO 12 CFM ACROSS SYSTEMS IN COMPLIANCE WITH 2020 RCNYS,2020 ECCCNYS, AND 2020 PENETRATIONS,ETC. A=3 MCNYS. Copyright of Architectural Drawings-These plans are protected by TRAP SIZE federal law and are subject to copyright protection as an PLUMBING FIXTURE MINIMUM "architectural work"under section 102 of the copyright act, 17 PROPOSED DECK (Inches) U.S.A. as amended December 1990 and known as Architectural A'4 Works Copyright Protection Act of 1990.These drawings are a`-htLlb (with c:r entsllt si1C,�^rer i�eaci n�i,°ter „1'1 provided as an instrument for construction for the construction Q _ whirlpool Gtt�lChtTtOn(w� 2 project at the address shown on the title block of the drawings and r— — — — — — — — — — I t they may not be used for any project other than that listed at the Bidet r I address shown on the title block without the written consent and lothes washer standpipe 2 compensation of the architect.This protection includes but is not t� limited to the overall form as well as the arrangement and DASHED LINE I I Dishwasher (on separate trap) 111 composition of spaces and elements of the designs. Under such REPRESENTS CONDITIONED CONDITIONED CONDITIONED protection, unauthorized use of these plans,work or home CONDITIONED THERMAL ENVELOPE PROPOSED BDRM#4 OPEN BELOW PROPOSED MASTER BDRM#2 I Floor drain 2 represented, can legally result in the cessation of construction or PROPOSED BEDROOM BOUNDARY DASHED LINE Kitchen sink (one or two traps, with or buildings being seized and/or monetary compensation to Carmelhill REPRESENTS ,^Jthout dish,"asher and food waste dispcser) 1112 Architects and/or Edward Koenig. THERMAL ENVELOPE CONDITIONED BOUNDARY I — Laundry tub (one or more compartments) 11 r2 GREAT ROOM I � � o 0 0 0 o a o 0 o a o e o 0 0 - - � I La�+�itcry� 111,1 NO. DESCRIPTION DATE CONDITIONED I I ( Bill',':"!t"r (be-i:aeCj on the ictal 710,,�'i rc�t>M thrCLl�jll 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 PROPOSED DINING 41ONDITION 4r t rc 2 ISSUED FOR CONSULTING. 3-16-20 ,00aoe o0 00 shu erheads and boriy sprays) — I Flcvv rate-- 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 - - - - - - - - - - - - - - - - - - EDE 5.7marlrlless 111 CODES. More than 5 7 gpm LI I to 12-0 gpni 2 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 I'cre than 12.3 gpm LIP to 25.6 �m 3 5 REVISED WETLANDS COVERAGE 10-2-20 UNCONDITIONED F f' gl PROPOSED CELLAR lt,,Jore than 25.8 gpm Lip to 55 6 gpm 4 CALCULATIONS. CONDITIONED CONDITIONED C NDITION _ 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 PROPOSED BDRM#5 AND DRY STACK RETAINING WALL ELEVATION (S-2) 7 REVISED PER BOARD OF TRUSTEES 1-5-21 RECOMMENDATIONS.50 FOOT NON-TURF 3" ROOF VENT THROUGH ROOF. BOUNDARY ADDED,CHANGED SEPTIC TO LOW TERMINATION HEIGHT TO COMPLY WITH NITROGEN I/A OWTS,AND ADDED FOOTPRINTS ° UNCONDITIONED : SECTION P3103.1 OF 2020 RCNYS.VENT 3" ROOF VENT THROUGH ROOF. OF ADJACENT HOMES.RESUBMITTED FOR @THERMAL PROPOSED DECKPENETRATION THROUGH ROOF SHALL BE TERMINATION HEIGHT TO COMPLY WITH TRUSTEES REVIEW AND APPROVAL. SCALE: 1/8" = 1'-0" SIZED IN COMPLIANCE WITH SECTION SECTION P3103.1 OF 2020 RCNYS. VENT P3103.2 OF 2020 RCNYS TO MITIGATE "'*—PENETRATION THROUGH ROOF SHALL BE EFFECTS OF FROST CLOSURE. SIZED IN COMPLIANCE WITH SECTION A� SECOND P3103.2 OF 2020 RCNYS TO MITIGATE SECOND FLOOR THERMAL ENVELOPE PLAN FLOOR ATTIC EFFECTS OF FROST CLOSURE. SCALE: 1/8"- 1'-0" — — — — o^" 3/4 — — — — cnn/ c/w c/w - - �/ — HW — I H/w=_=_ _ T = � - - - - -r - - = - - J -I 3/4— — — — H/W (y� — H/W — —r — H/w — V, `lV N " F I I UNCONDITIONED IIA ' I uA� ITAT TAT PROPOSED DECK IW.C I W C DASHED LINE _ _ _ _ _ HOWE REPRESENTS J U I THERMAL ENVELOPE I 0 I FIRST FIRST FLOOR FLOOR BOUNDARY , A4 " TO 2„ 4„ TO WASTE MAIN , WASTE 4" �- - - - - - -� C.0 C.0 . CONDITIONED \ \ / i I CAD File Name: TOSCANO REVISED 7.1ayout \ / i Drawn By: Edward Koenig CONDITIONED I I N ® NOT TO SCALE NOT TO SCALE / I Architect's Seal / \ IT / \ I I .C.-'fir^f!r��l,. I ( 3" ROOF VENT THROUGH ROOF. 3"ROOF VENT THROUGH ROOF. TERMINATION HEIGHT TO COMPLY WITH TERMINATION HEIGHT TO COMPLY WITH Q TIONED SECTION P3103.1 OF 2020 RCNYS. VENT SECTION P3103.1 OF 2020 RCNYS. VENT ! _ PENETRATION THROUGH ROOF SHALL BE PENETRATION THROUGH ROOF SHALL BE C ED SIZED IN COMPLIANCE WITH SECTION SIZED IN COMPLIANCE WITH SECTION �P3103.2 OF 2020 RCNYS TO MITIGATE P3103.2 OF 2020 RCNYS TO MITIGATEE:= .4 ✓ EFFECTS OF FROST CLOSURE. EFFECTS OF FROST CLOSURE. CONDITIONED PROP )SED DINING ATTIC ATTIC CONDITIONED CONDITIO CONDITIONED I 3/4— — c/w — c/w c/w c/w - 3/4— — c/w — c/w c/w c/w - Y PROPOSED BDRM#1 I 3/� — HM — — — Hnni — 7 — Hnn/ — — — T H/W — I 3/4 — H/w — — — �H/W — - 7 — H/w — — — ww — — I — I I " =�_I =�_I CARMELHILL tj I I I - „ „ I I - ARCHITECT UNCONDITIONEDo (OPOSED RIO _ — l Ay QAC I �1, I I ll_Ay UB( A WC I I I WC - �UN HOWE © HOWE r5wA'.4 SECOND I SECOND TUB TABLE IR402.4.1.1 FLOOR FLOOR AIR BARRIER AND INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA FIRST FLOOR FLOOR T H E R M A L ENVELOPE PLA N A continuous air barrier shall be installed in the — building envelope. SCALE: 1/8"= V-0" TO WASTE MAIN a„ 4" IC•0 TO WASTE MAIN 4 4" IC.O AirGeneral requirements The exterior thermal envelope contains a continuous scaling insulation shall not be used as a E eq sealing material. air barrier. Breaks orjoints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. The insulation in any dropped ceiling/soffit shall I ° ° BATHROOM#4 RISER DIAGRAM BATHROOM#3 R I S R DIAGRAM www.CA R M E L H I L L.C O M Ceiling/attic Access openings,drop down stairs or knee wall doors be aligned with the air barrier. nI � IT _P FT I� NOT TO SCALE NOT TO SCALE to unconditioned attic spaces shall be sealed. I t I A-4 Cavities within comers and headers of frame 1111111111111Architecture Firm: The junction of the foundation and sill plate shall be walls shall be insulated by completely filling the r — — — — — — — — — — — — — — — — LL III I I " I I — — — — sealed. cavity with a material having a thermal resistance GA R M E L H ILL ARCHITECTS, Walls The junction of the top plate and the top of exterior of R-3 per inch minimum. — — — — — — — — — — — — — — — — — — — — — walls shall be sealed. Exterior thermal envelope insulation for framed I _ _ Knee walls shall be sealed. walls shall be installed in substantial contact and I I I I EDWARD KOEN IG - R.A., A.I.A. �The space between window/door jambs and framing, continuous alignment with the air barrier. Windows,skylights and doors ' I I I I I I and skylights and framing shall be sealed. N 5 LAKE AVENUE SOUTH Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. I I I I I ESCONSET, NY 11767-1848 Floor framing cavity insulation shall be installed UNCONDITIONED 631-277-3337 to maintain permanent contact with the underside I PROPOSED CELLAR Website: www.CARMELHILL.com of subfloor decking,or floor framing cavityI I wH — — Floors(including above garage and The air barrier shall be installed at any exposed edge insulation shall be permitted to be in contact with 3" ROOF VENT THROUGH ROOF. cantilevered floors) of insulation. the top side of sheathing,orcontinuous insulation TERMINATION HEIGHT TO COMPLY WITH 3" ROOF VENT THROUGH ROOF. Email: CARMELHILL16@gmail.eom I I UNCONDITIONED I TERMINATION HEIGHT TO COMPLY WITH installed on the underside of floor framing and SECTION P3103.1 OF 2020 RCNYS. VENT SECTION P3103.1 OF 2020 RCNYS.VENT extends from the bottom to the top of all I �� r PROPOSED GARAGE -"-PENETRATION THROUGH ROOF SHALL BE �-- perimeter floor framing members. _ -I I PENETRATION THROUGH ROOF SHALL BE Exposed earth in unvented crawl spaces shall be Where provided instead of floor insulation, r I J — — SIZED IN COMPLIANCE WITH SECTION Project Title: �� SIZED IN COMPLIANCE WITH SECTION Crawl space walls covered with a Class I vapor retarder with insulation shall be permanently attached to the P3103.2 OF 2020 RCNYS TO MITIGATE overlapping joints taped. crawlspacewalls. I I I ( II I FLOOR D EFFECTS OF FROST CLOSURE. FLOOR D EFFECTS OOFOFRO TC OSOURE.IGATE TOSCANO RESIDENCE Duct shafts,utility penetrations,and flue shafts Shafts,penetrations opening to exterior or unconditioned space shall be I I III — — — _ _ _ — — — — — — _ — — — _ — — — — — _ TOM & CAROLINE TOSCANO sealed. 3/� — c/w — c/ — c/w 3/4- — — — — c/w — crw — c/w c/w r T T 610 JACKSONS LANDING Batts in narrow cavities shall be cut to fit,or r— I p r I I I( I 3W H/W — — — — — Ij/W — — — �– — H/W — — — — — H/W — — — — �✓/4f/W — — — — H W — — T — — H — — — — HNV — — — — — H/W — -- Narrow cavities narrow cavities shall be filled by insulation that L ®I I L L o J — on installation readily conforms to the available 311 MATTITUCK, NY 11952 cavity space. I I — Garage separation Air sealing shall be provided between the garage and I AIR ADMITTANCE VALVE FOR I I I I - 0-0916 conditioned spaces. I I I COUNTER ISLAND BAR SINK. ISLAND K „ I DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 Recessed light fixtures instaIlled in the building Recessed light fixtures installed in the building MAINTAIN ACCESSIBILITY. `II' c Recessed lighting thermal envelope shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. I I I I MUST COMPLY W ITH� LLA`f Batt insulation shall be cut neatly to fit around SECTION P3114 OF RCNYS _ ASH I C y I I I I Sheet Title wiring and plumbing in exterior walls,or R Plumbing and wiring insulation that on installation readily conforms to I I I D.W available space shall extend behind piping and _ F R:IG wiring. — _ _ _ _ — — — — FIRST RE FIRST THERMALBOUNDARY The air barrier installed at exterior walls adjacent to I — — --1 — — — — I® I FLOOR ExteL — — — — II r I FLOOR Shower/tub on exterior wall showers and tubs shall separate them from the F insulated. IL — — — rior walls adjacent to showers and tubs shall — — — showers and tubs. PLUMBING C.0 TO WASTE MAIN The air barrier shall be installled behind electrical or I I L— — — — — — — — J TO WASTE MAIN C.O Electrical/phone box on exterior walls communication boxes or air-sealed boxes shall be " " C. installed. I �— — —� HVAC register boots RISERS HVAC register boots that penetrate building thermal envelope shall be sealed to the subfloor or drywall. ' _ A-4 When required to be sealed,concealed fire sprinklers — shall only be sealed in a manner that is recommended Drawing o. Concealed sprinklers by the manufacturer.Caulking or other adhesive KITCHEN RISER DIAGRAM sealants shall not be used to fill voids between fire CELLAR FLOOR T H E R M A I EMIR OP E PLAN NOT TO SCALE NOT TO SCALEA=4 sprinkler cover plates and walls or ceilings. - - — — - -— — SCALE: 1I8" = 1'-0" a. In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. 2"X 4" P.T. MUDSILL 2" X 611 P.T. MUDSILL WITH 5/811 ANCHOR BOLT WITH 311 X 311 1/8" BRICK PAVER AND BLIJESTONE PATIO PAVERS Z WASHERS SPACED @ 3'-0"O.C.AND SPACED WITH 6"TO 12"OF Copyright of Architectural Drawings-These plans are protected by 5/8"ANCHOR BOLT WITH 3"X 3" 1/8"WASHERS SPACED T-0" federal law and are subject to copyright protection as an OVER 4" POURED CONC. SLAB WITH 6 X 6"1.4 X = @ EACH END PLATE.ANCHOR BOLTS SHALL HAVE A MIN. 11 "architectural work"under section 102 of the copyright act, 17 W1.4 W.W.F. OVER CRUSHED GAVEL FILL-----,, M O.C.AND SPACED WITH 6 TO 12 OF EACH END PLATE. EMBEDMENT OF 7" 12 MAX. 4-0 MIN. 12 MAX. U.S.A. as amended December 1990 and known as Architectural COMPACTED IN 4" LIFTS OVER COMPACTEDANCHOR BOLTS SHALL HAVE A MIN. EMBEDMENT OF 7" 6"MIN. 6" MIN. EARTH ° #5 REBAR HORIZONTAL AT TOP OF FOUNDATION WALL Works Copyright Protection Act of 1990.These drawings are #5 REBAR HORIZONTAL AT TOP OF FOUNDATION WALL Z CONTINUOUS AT CORNERS • a a a a �� provided as an instrument for construction for the construction CONTINUOUS AT CORNERS I �_ 4" POURED CONCRETE SLAB 3500 PSI AT 28 ° a a x project at the address shown on the title block of the drawings and #5 REBAR HORIZONTAL AT TOP OF FOUNDATION <.� - _ 00 8" POURED CONCRETE FOUNDATIOI•i WALL 3500 PSI AT 28 DAYS r•, z a° a ¢ z they may not be used for any project other than that listed at the M = DAYS MIN. OVER 6 MIL CONCRETE RATED - °. ° - WALL CONTINUOUS AT CORNERS -: MIN. ; M _ a a a.. g address shown on the title block without the written consent and -j�= `�,°- 4" POURED CONC. SLAB WITH 6 X 6 W1.4 X W1.4 W.W.F. OVER 4' 9 0 �, POLY VAPOR BARRIER OVER 4 CRUSHED compensation of the architect.This protection includes but is not EXISTING GRADE SLOPED AWAY FROM,,--" a CRUSHED GAVEL OVER COMPACTED EARTH T-- EXISTING GRADE SLOPED AWAY FROM STRUCTURE - GRAVEL OVER COMPACTED EARTH ; limited to the overall form as well as the arrangement and STRUCTURE composition of spaces iI=III° II= FOUNDATION WATERPROOFING p and elements of the designs. Under such ? I-III I lli 1 EXISTING GRADE SLOPED AWAY FROM STRUCTURE =III= II=I - protection, unauthorized use of these plans,work or home REINFORCE SLAB WITH 6 X 6 W1.4 X W1.4 a.. C? 8" POURED CONCRETE FOUNDATION WALL 3500 PSI AT 28 Iil-III III- 4" POURED CONC. SLAB WITH 6 X 6 W1.4 X W1.4 W.W.F. DOUBLED z �1 A I_ ,I represented, can legally result in the cessation of construction or 11 _1 I= -Il z -j ,- „ 1= - '.'. W.W.F. DOUBLED OVER 3 0 AT EDGE 8 POURED CONCRETE FOUNDATION WALL 3500 DAYS MIN. -li= 11=I OVER 3 0 AT EDGE OVER 6 MIL CONC. RATED POLY VAPOR . u- buildings being seized and/or monetary compensation to Carmelhill - a.l•., �_ - III=III m III- _ 1. 5/8 ANCHO:� BOLTS @ 4-0 O.C. PSI AT 28 DAYS MIN.WITH#5 VERTICAL REBAR @ - 4 o I�11= T1 BAR I I'.. Architects and/or Edward Koenig. 36"O.C. �. III GEO FILTER FABRIC OVER CRUSHED STONE -IT_I- II=II_ 16"X 8" POURED CONC. FOOTING 3500 PSI AT 2. MINIMUM 7"EMBEDMENT INTO CONCRETE WITH 3"SQUARE III _ II= ° IT_I- GEO FILTER FABRIC OVER CRUSHED STONE �' ' '' _A II- It=III=. -T 28 DAYS MIN. WITH 2 #5 REBAR BEARING — .� WASHERS AND END NUT SETUP III-I I NO. DESCRIPTION DATE -ill- I 4" DIA. PERFORATED DRAIN TILE, PITCHED TO DRYWELLS I- -�11 4" DIA. PERFORATED DRAIN TILE, PITCHED TO DR ELLS ° . -i ON UNDISTURBED VIRGIN SOIL. REBAR II 16"X 8" POURED CONCRETE FOOTING 3-0 DEEP -1I1mIII VIII ° = 4 "" = CONCRETE COVERAGE TO BE 3" MIN i - -_ 3.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR • — I 11j�jj-1 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 MIN., 3500 PSI AT 28 DAYS MIN. WITH (3)#5 REBAR 1Tj- 111 jll; REPLACED BY HOLD DOWNS FOR SHEARWALLS 16"X 8" POURED CONCRETE FOOTING, T-0" DEEP MIN., 3500 r=- =III=III=III = BEARING ON UNDISTURBED VIRGIN SOIL 2 ISSUED FOR CONSULTING. 3-16-20 BEARING ON CONCRETE COVE COED VERAGE TOIBE3"MIN PSI UNDISTURBED T 28 DAYS IN.WITH (2)#5 REBAR BEARING REBAR CONCRETE COVERAGETO -11-III_„ITI IT_I- -i' 1'_g 4. ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6” MIN.AND (2)#5 REBAR AT BOTTOM. OUTER REBAR TO BE CONTINUOUS AT FOOTING BEARING ON UNDISTURBED 12" MAX. FROM ENDS OR CORNERS 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 R/O PORCH POURED CONCRETE BE 3" MIN CORNERS. REBAR CONCRETE COVERAGE TO BE 3" MIN.. VIRGIN SOIL CODES. 1 FOUNDATION WALL DETAIL 2 -IE FOUNDATION CELLAR FOUNDATION DETAIL gINTERIOR HAUNCHED FOOTING DETAIL (PANCHOR BOLT SPACING REQ. 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 SCALE: 1/2"= V-0" SCALE: 1/2"= V-0" _ SCALE: 1/2"= V-0" SCALE: 1/2" = V-0" SCALE: 3/4" = V-0" 5 REVISED WETLANDS COVERAGE 10-2-20 CALCULATIONS. 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 AND DRY STACK RETAINING WALL ELEVATION CS20 COIL STRAP(UPLIFT CONNECTOR- (S-2) 2"X 4" PRESSURE TREATED MUDSILL WITH ED TYPICAL)WITH 12" MINIMUM BEARING ON 7 REVISED PER BOARD OF TRUSTEES 1-5-21 ANCHOR BOLT WITH 3"X 3" 1/8"WASHERS SPACED @ 3'-0" O.C.AND SPACED WITH 6"TO 12" OF EACH STUDS, WRAPPING UNDER SILL AND NAILED E �&" RECOMMENDATIONS.50 FOOT NON-TURF TO UNDERSIDE OF SILL BOUNDARY ADDED,CHANGED SEPTIC TO LOW END PLATE.ANCHOR BOLTS SHALL HAVE A MIN. T-0"O.C. M.A}-X. A-12 FOUNDATION PLAN KEYNOTES NITROGEN I/A OWTS,AND ADDED FOOTPRINTS EMBEDMENT OF 7" INTO CONCRETE I A35F MIN.18 GAUGE PLATE CONNECTORS @ NO. NOTE OF ADJACENT HOMES. RESUBMITTED FOR 1-1/2" 12" O.C. MAX. (SHEAR CONNECTOR) FOUNDATION WALL-8" POURED CONCRETE TRUSTEES REVIEW AND APPROVAL. #5 REBAR HORIZONTAL AT TOP OF FOUNDATION ,� MIN. 5'-11" 6'-8" 10'-1" 8'-4" 6'-1" 3'-6" 1'-0" 4'-4" 3'-11" FOUNDATION WALL 3500 PSI AT 28 DAYS MIN. WALL WITH#5 REBAR HORIZONTAL AT TOP OF e °° a, ALL STRAPPING TO BE INSTALLED 16"O.C. FOUNDATION WALL AND CONTINUOUS AT 8" POURED CONCRETE FOUNDATION WALL 3500 a. UNLESS OTHERWISE NOTED _ _ — — — — — — — — — — — — — — — — CORNERS. PSI AT 28 DAYS MIN. INSTRUCTIONS MANUALS FOR NEW A CONTINUOUSLY CONNECTED PATH MUST BE I "':: (2) _1/2"X 11-1/4"WOLM NNZED PARALLAM PLUS 02 MECHANICAL SYSTEMS TO BE ON SITE FOR NOTE: SEE FOUNDATION PLAN FOR VERTICAL AND ° PROVIDED FROM THE STUD TO THE GIRDER .�.; ' — — — — .':?' INSPECTION. a e BELOW. d 8"X 8" P.T. POST OVER 2'-0" DIA. POURED HORIZONTAL REBAR REINFORCEMENT IN 03 I p 1 03 CONCRETE PIER, 3'-0" DEEP MIN., BEARING UNBALANCED CELLAR FOUNDATION WALLS a T� ALL STRAP STOCK NUMBERS SHOWN ARE I ( I ON VIRGIN SOIL a 3" MIN. FROM "SIMPSON STRONG TIE CONNECTORS" 16"X 8" POURED CONCRETE FOOTING 3500 16"X 8" POURED CONCRETE FOOTING 3500 PSI AT I C I iii 04 PSI AT 28 DAYS MIN. WITH (2)#5 REBAR NOTE:ANCHOR BOLT NOT SHOWN H BEARING ON UNDISTURBED VIRGIN SOIL. 28 DAYS MIN. WITH (2)#5 REBAR BEARING ON ( C0 I 17 REBAR CONCRETE COVERAGE TO BE 3" MIN.. UNDISTURBED VIRGIN SOIL. REBAR CONCRETE I O I 3-1/2" DIA. STEEL LALLEY COLUMN OVER 2'6" COVERAGE TO BE 3 MIN co Y (2)2"X 0" .T BEAM X 2'6"X 12" POURED CONCRETE PAD WITH#4 TYPICAL CONNECTIONS DETAIL AT I w 1 12 05 REBAR@3-1/2" O.C. EACH WAY(7) MINIMUM, 6 8" FOUNDATION WALL REINF. - ELEV. 7 FIRST FLOOR LEVEL TWo11NGONVIRGINSOIL. (TYPICALFOR 3-1/2 DIA. STEEL LALLEY COLUMN OVER 2'0" A-6 SCALE: 1/2"= V-0" A_6 NOT TO SCALE -r-t- - X 2'0"X 12" POURED CONCRETE PAD WITH#4 16 xI 18 16 m� fi I I .• 19 �r 06 REBAR @ 3-1/2" O.C. EACH WAY(6) MINIMUM, 04 I I L I I I _L _L_L_I—I BEARING ON VIRGIN SOIL. (TYPICAL FOR THREE — — — — _ 38— 3-1/2" DIA. STEEL LALLEY COLUMN OVER 3'0" CAD File Name: TOSCANO REVISED 7.1a out 4 REBAR Y 07 X TO" X 12" POURED CONCRETE PAD WITH # R R 4 O.C. EACH WAY 8 MINIMUM 20 01 @ ( ) , 0 BEARING ON VIRGIN SOIL. (TYPICAL FOR Drawn By Edward Koenig - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --� .' 1 TWO co 1 27'- 0" 20'-1" — — 04 4" POURED CONCRETE FLOOR SLAB WITH 6" r— — — X 6"W1.4 X W1.4 W.W.F. ON 6 MIL CONCRETE Architect's Seal U 08 RATED POLY VAPOR BARRIER OVER 4" _ COMPACTED CRUSHED GRAVEL. O I I 4" POURED CONCRETE FLOOR SLAB WITH 6" 14 X 6"W1.4 X W1.4 W.W.F. OVER 4" ''` c d ' BP WITH SQUARE WASHER(UPLIFT I I I I I I 09 COMPACTED CRUSHED GRAVEL. PITCH `,G r .`- ANCHOR BOLT-SEE FOUNDATION DETAIL I I I I I I FLOOR SLAB 1/8 PER FOOT TOWARDS FOR SIZE AND SPACING) U I I I GARAGE DOORS. 02 10 L _ O 3 8"X 16" POURED CONCRETE PIER, / ; NOTE: OTHER CONNECTORS,WIND I I "v io I M I I CONTINUOUS FROM FLOOR TO WITHIN 12" � � � OF FLOOR JOISTS (VERIFY IN FIELD � STRAPPING,AND HOLD DOWNS NOT J o 10 REQUIRED CLEARANCE FOR SELECTED o J@ I II I SHOWN -1 I I O PROPOSED CELLAR 11 C) � I 09 BEAM OPTIONS AND ADJUST AS REQUIRED), ILL X OVER 16"X 24"X 10" POURED CONCRETE CD x N O I I I I PAD BEARING ON VIRGIN SOIL CVV 25 X 4"STEP DOWN INTO GARAGE II 11'-10" 10'-4" 5'-11" 8 20'-4" 10 I r — _ I o 12 2"X 12" P.T. STRINGER @ 16"O.C. (PTYPICALA,NCHOR BOI T_DETAIL _ _ CARMELHILL ) (2 1-3/4"X 11-7 8" 3 1-3/4"X 11-7/8" LVL B AM ITH 2)3/4"STEEL FLITCH PLATES APPLY TAR FOUNDATION WATER PROOFING NOT TO SCALE — ° - 411-7/8" L L B AM R 2 -3/4 X 111-7/8 LVL BEAM Ofd — IO AND MOISTURE BARRIER TO EXTERIOR OF TEEL BEAM — J W X 12 STEL BEAM �L L BEAM OR BOLTED WITH 1/2" IA. B LTS @ 1'-6" O.C. "STAGGERE "OR — — 13 FOUNDATION WALL BELOW GRADE IN L WJ10 X 12 STEE� — W10 X 30 STEEL B AM I COMPLIANCE WITH RCNYS SECTION R406.2. ARCHITECTS = I I I I I EAM - I V I I I I 2"X 36" R-10 PERIMETER RIGID FOAM D iii ( I I I U DOUBLE JOIST _ _ 0, O I I I I INSULATION BOARD "FORMULAR 150"AS A-11 c', 10 O _ HEADER ool O = - 14 MFG'D. BY OWENS CORNING EXTENDING TO p cro = 07 r` OJ `�° I I I I B TOP OF SLAB IN COMPLIANCE WITH SECTION r` �r J U) 05 ti 06 u- w @ - r` A-10 RN1102.2.10 #CS20 1-1/4"X 20 GAUGE STEEL COILED STRAP I ? ` I I I oo w @ �I I I xiv 00 /WRAPPED UNDER SILLAND OVER STUD WITH 12" 1 0 I d Q X I o I I 3 15 BEAM POCKET(TYPICAL FOR FIVE) MIN. STUDS BEARING _ X cn 2 ? m - O 22 1 — 1 N Q I- J `" -' I I I I SIMPSON DTT2Z LATERAL CONNECTOR • w L ALL STRAPPING TO BE INSTALLED 16" O.C. I — I 1— 2 1-3/4 X 11-4/8 I(3) 1_3/4 X 11-7/8`C7�BEA ITH 2)3/4 STEL FLITCH PLATES _I I I O (MINIMUM OF 2 SETS ARE REQUIRED, EACH I T3/4 X 11-7/8"� " " " 1 II 1 6 11 UNLESS OTHERWISE NOTED > LVL E OR u „ „ „ _ SET WITHIN 4 OF EACH END OF DEC SE • I •t� — I 3 1 /4"X 11-7/8" LVL BEA OR � I�VL BEAM OR (BOLTED WITH 1/2 DIA. BOLT @ 1 -6 O.C. ST�,GGERE OR I I ( DTL.23/A-142 K) E N 10 X 1 STEEL ;> Rill L II II " W1 X 12 ST EL BEAM oo _ _ -aN10 X 12 STE L B - �W10 X 39 STEEL BEAM 8 X 8 P.T. POST OVER 12 DIA. POURED A CONTINUOUSLY CONNECTED PATH MUST BE — BEAM w — — I I I 17 CONCRETE PIER BEARING ON V-6"X V-6"X 3'-2" I — — 1 O 10" POURED CONCRETE PAD BEARING ON WW PROVIDED FROM THE STUD TO THE GIRDER VIRGIN SOIL 3 0 DEEP MIN. BELOW. 15 xl ,I -� _ 1, w.CARMELHILL.COM 13 2"X 12" PRESSURE TREATED LEDGER BEAM co — M 18 BOLTED TO STRUCTURE WITH 1/2" DIA. GALV. ALL STRAP STOCK NUMBERS SHOWN ARE FROM I I .• I � n `t — •' I O Architecture Firm: "SIMPSON STRONG TIE CONNECTORS" CU = .� U - V-6"O.C. "STAGGERED". � O �I o X I — — O 20 I I 12" POURED CONC. "TRENCH" STAIR rA R M E L H I L L ARCHITECTS ° ' NOTE:ANCHOR BOLT NOT SHOWN I I O c-- CD O I I i� FOOTING T-0" DEEP MIN. POURED TO m —UP- — � @ 08 GRADE, 3500 PSI AT 28 DAYS MIN., BEARING EDWARD KOENIG - R.A., A.I.A. �'" @ _ 19 ONVIRGIN 2 #5 REBAR LAWITH (1)#5 REBAR AT TOP CD W TYPICAL MUDSILL TO FOUNDATION I I 0 v DOUBLE JOIS 0 I `.. ( ) RAT BOTTOM. OUTER 415 LAKE AVENUE SOUTH x O I I IHEADER I X O 0o REBAR TO BE CONTINUOUS AT CORNERS. NESCONSET, NY 11767-1848 REBAR CONCRETE COVERAGE TO BE 3" MIN. 11'-10" N � 6'-5" 4'-0" 12'-7" N 13'-7" 1 I 8"X 16" POURED CONCRETE PIER OVER 16" 631-277-3337 (PWALL CONNECTION DETAIL I }' 1 20 X24"X10" POURED CONCRETE PAD Website: www.CARMELHILL.com NOT TO SCALE — — — T I 1 BEARING ON VIRGIN SOIL Email: CARMELHILLI6@gmail.com PORCH SLAB-4 POURED CONCRETE FLOOR L — — — — — — — — — — = 12) 1-3/4"X 11-7/8" LVL BEAM I I SLAB WITH 6"X 6"W1.4 X W1.4 W.W.F. ON '1. 411 /\ 21 OVER COMPACTED CRUSHED GRAVEL ts'1 , I 31. I - - - - - - - - - - - SLOPED _ }. r - @ 1/8' PER FOOT AWAY FROM Project Title: 4t tl� I'. - - - - - - - - - - - � Il I N I I STRUCTURE. » ,• t';ij��I[� ;E STHD14RJ (UPLIFT CONNECTOR) — — - RESIDENCE 1 — N — — — _ —� OSCANO RESIDEN(;F 21 i :'. i I I 22 LINE OF STAIRS ABOVE / 4!` t 1 4mlk EMBEDDED 14" INTO CONCRETE I' TYPICAL AT CORNERS OF BUILDING ( TOM & CAROLINE TOSCANO L — — — — — — — — — — — — — — — STOOP ARMS-8" POURED CONCRETE 610 JACKSONS LANDING Nails are countersunk for .• . fa ° a low-lirofile scrap surface. AND AT ENDS OF SHEARWALLS) U') 12'-1" 18" ( 9'-11" 1 .8" ( 11'-6" 14'-11" FOUNDATION WALL 3500 PSI AT 28 DAYS MIN. RIZ NTAL AT MATTITU 11952 O OF M s R' •,. r � '�. -- WALL AND CONTINUOUS AT 917-440-09K6NY WITH#5 REBAR A CONTINUOUSLY CONNECTED PATH FOUNDATION W ` I t MUST BE PROVIDED FROM THE STUD TO I — _ 1 L CORNERS OVER 16"X 8" POURED CONCRETE •` THE CONCRETE FOUNDATION BELOW. - L- — f. u' 23 FOOTING 3500 PSI AT 28 DAYS MIN. WITH (2) DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 C — #5 REBAR BEARING ON UNDISTURBED } onion � I— — — I 22 VIRGIN SOIL. REBAR CONCRETE COVERAGE gij21, t portion , ALL STRAP STOCK NUMBERS SHOWN ARE 23 Sheet Title k x cV TO BE 3" MIN.. Embedment FROM "SIMPSON STRONG TIE <<, (Top of CONNECTORS" L—1— — Concrete) „ „ „ I 11 FOUNDATION PLAN 14.. .. °; ;p 12-0 3-2 5-0 3-2 26-5 I r k n (MOTE:ANCHOR BOLTS NOT SHOWN 49'-911 ° from r E A F A-12 A-10 A-12 Drawing No. STHD14RJ RIM JOIST APPLICATION %NOT TYP. FOUNDATION TIE-DOWN METHOD FOUNDATION PLAN ®5 TO SCALE SCALE: 1/4"= V-0" Copyright of Architectural Drawings-These plans are protected by DOOR SCHEDULE federal law and are subject to copyright protection as an 3D "architectural work"under section 102 of the copyright act, 17 ID# EXT. WIDTH HEIGHT DESCRIPTION HEADER HEADER TYPE MANUFACTURER CODE U.S.A. as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990.These drawings are ELEV. provided as an instrument for construction for the construction ANDERSEN DOUBLE HUNG WINDOW _ _ _ _ FINISHED FLOOR project at the address shown on the title block of the drawings and 01 U 2411 8011 PCOKET DOOR 2X6X53" (2) LUMBER MASONITE OPENING CONTROL DEVICE PART N LEVEL they may not be used for any project other than that listed at the #9021975 OR EQUAL IN COMPLIANCE _ _ _ T TOP OF _ address shown on the title block without the written consent and WITH SECTION R312.2.2 OF 2020 RCNYSM1 5 PLATE compensation of the architect.This protection includes but is not 02 !� 2411 8011 SWING 2X6X29" (2) LUMBER MASONITE E limited to the overall form as well as the arrangement and 11 ANDERSEN CASEMENT WINDOW composition of spaces and elements of the designs. Under such an OPENING CONTROL DEVICE PART `, 1 protection, unauthorized use of these plans,work or home 03 3011 8011 SWING 2X6X35" (2) LUMBER MASONITE #9051541 OR EQUAL IN COMPLIANCE IN J o represented, can legally result in the cessation of construction or WITH SECTION R312.2.2 OF 2020 RCNYS buildings being seized and/or monetary compensation to Carmelhill Architects and/or Edward Koenig. 04 4811 8011 GLASS FRENCH DOOR SWING BIPART 2X8X53" (2) LUMBER MASONITE OR WINDOWS SILLS 24" OR LESS AFF AND JELDWEN GREATER THAN 72"ABOVE EXTERIOR g4i NO. DESCRIPTION DATE ADJACENT GRADE OR OTHER EXTERIOR 00 FINISHED FLOOR ,� SURFACE REQUIRE WINDOW OPENING 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 05 00 30 80 POCKET DOORS 2X6X65 (2) LUMBER MASONITE PROTECTION IN COMPLIANCE WITH LEVEL SECTION R312.2 OF 2020 RCNYS NO WINDOW OPENING 2 ISSUED FOR CONSULTING. 3-16-20 GUARD REQUIRED FOR 06 3611 8011 ENTRY SWING 2X6X41" (2) LUMBER THERMATRU OR INDOW SILLS HEIGHT 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 PP1313 JELDWEN GREATER THAN 24"AFF CODES. FINISHED GRADE 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 07 �� 3011 80" SWING 2X6X35" (2) LUMBER MASONITE Wl — — — — — — — — — — — — — — — — — — — — — — — — — — — 5 REVISED WETLANDS COVERAGE 10-2-20 CALCULATIONS. moon 08 �j� 60" 80 " BIPASSING SLIDER 2X8X65" (2) LUMBER MASONITE 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 1 AND DRY STACK RETAINING WALL ELEVATION A-7 SCALE: 1/4"= V-0" (S-2) 09 24" 80" SWING 2X6X29" (2) LUMBER MASONITE 1 7 REVISED PER BOARD OF TRUSTEES 1-5-21 2 RECOMMENDATIONS.50 FOOT NON-TURF E C F BOUNDARY ADDED,CHANGED SEPTIC TO LOW A-12 A-11 A-12 -' 00 Q Q NITROGEN I/A OWTS,AND ADDED FOOTPRINTS 10 0 30" 8011 SWING 2X6X35" (2) LUMBER MASONITE CONSTRUCTION PLAN KEYNOTES OF ADJACENT HOMES. RESUBMITTED FOR 49'-9" NO. NOTE TRUSTEES REVIEW AND APPROVAL. LJ z w BLIND FLASH ALL INTERSECTIONS OF 0000 =1 4'-0" 2'.5" 2'-5" 2'-9" 4'-3" 3'-5" 4'-11" 3'-5" 4'-5" 4'-8" 3'-5" 3'-5" 6'-3" = Z 01 HORIZONTAL AND VERTICAL AS PER RCNYS 11 a �0 7211 8011 BIFOLD BIPART 2X10X77" (2) LUMBER MASONITE R903.2 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° <R> 2 TIE DOWN. SEE DTL. 10/A-5 12 00 30 " 80 " BIPASSING SLIDER 2X6X35" (2) LUMBER MASONITE ° SEE DOORAND WIND SCHEDULES a o FOR,STR CTURAL HEADER SPECIFI AT ONS 03 24"WIDE DROP DOWN ATTIC STAIRS Ono 06 ° 13 3011 8011 SWING 2X6X35" (2) LUMBER MASONITE 10"X 10" DECORATIVE COLONIAL COLUMN 04 ENCLOSURE OVER 6"X 6" P.T. POST.VERFIY 00 08 C REQUIRED COLUMN HEIGHT IN FIELD 14 18" 80" SWING 2X6X23" (2) LUMBER MASONITE «� BEFORE ORDERING OR CUTTING TYPICAL 05 PROVIDE CLOSETS WITH WIRE SHELF AND COAT ROD. 117111 C14 (2)2" 10" P.T. , DECKING ASSEMBLY-6"TREX DECKING 15 �! 24" 80" SWING 2X6X29" (2) LUMBER MASONITE ° ° Y 06 SPACED WITH ONE 12D NAIL OVER 2"X P.T. u o o I i0 _ I O DECK JOIST(SEE CONSTRUCTION PLAN FOR n ° SPECIFICATION). 16 2411 8011 SWING 2X6X29" (2) LUMBER MASONITE ° @ SIMPSON DTT2Z LATERAL CONNECTOR `60 � REQUIRED, EACH 11 07 c <e> 07 SETT WITHIN 24"OF EACHNIMUM OF 2 SETS ND OF DECK). SEE oo ° X 17 �� 30" 80" SWING 2X6X35" (2) LUMBER MASONITE 02 c I I I I I I I I ( I N p 02 DTL. 23/A-14 ull SHEAR_WALL 1 8 9 18 O � 9 6 30 _ HEA 1�%ALL__�� 08 LINE OF DECK ABOVE 18 ruin 60" 8011 FRENCHWOOD GLASS SLIDER 2X8X65" (2) LUMBER ANDERSEN FWG5068 L ALINE LINE - Zr'r 2"X 8" LEDGER BEAM BOLTED TO CAD File Name: TOSCANO REVISED 7.Iayout \ / 09 STRUCTURE WITH 1/2" DIA. @ V-6"O.C. Drawn By: Edward Koenig "STAGGERED". _ \ / I A WALLS AND CEILING SURROUNDING Ono x° �_ ° m 19 0� 3011 80" SWING 2X6X35" (2) LUMBER MASONITE \ \ / 3 7 T �10> FURNACE AND HOT WATER HEATER TO Architect's Seal �t►►�t11 \ / I RECEIVE 5/8"TYPE"X" GYPSUM BOARD, TAPED AND SPACKLED. -- \ / 2"X 10" PRESSURE TREATED LEDGER BEAM 20 72" 801, BIPASSING SLIDER 2X10X77" (2) LUMBER MASONITE oo �� / 11 BOLTED TO STRUCTURE WITH 112" DIA. GALV. PROPOSE STUDY-FAMIL (ROOM \ / - - - - - _ _ _ - - - I V-6"O.C. "STAGGERED". o0o0 `-° d \ rJ I I PROVIDE LINEN CLOSET WITH ADJUSTABLE 21 0000 60" 80 " BIPASSING SLIDER 2X8X65" (2) LUMBER MASONITE o \ / I p I I 05 12 WIRE SHELVES ON WALL MOUNTED o = \ / o � - - - - - - - -_L _J STANDARDS. wm� I o V- - J PROPOSED KITCHEN i O PROVIDE 1/2" MELAMINE ADJUSTABLE f 22 �Om� 48 " 80 " BIPASSING SLIDER 2X8X53" (2) LUMBER MASONITE I o u_ v 13 SHELVES ON WALL MOUNTED STANDARDS. f (OPEN TO JOSS S x 17 RAILING WITH TOP AND BOTTOM RAILS AND �w 1 X � OPEN TO ABOV ) � X � ------- • f� PROVIDE FALL PROTECTION: 36 HIGH VINYL 0000 O / \ o 14 VERTICAL SPINDLES. (MAXIMUM CLEAR °�� ,- ' J 23 0000 60 " 80" BIPASSING SLIDER 2X8X65" (2) LUMBER MASONITE `V / \ N DOUBLE OPENING TO BE LESS THAN 4"). WALL ------ 1 / / \ \ I OVEN 15 TIE DOWN. SEE DTL. 1/A-8 24 36" 8011 DOORWAY 2X6X41" (2) LUMBER (2)2'�X 4" POST \ - -( 7 N EACH SIDE 05 \ \ I 13 CARMELHILL 25 ® 36 " 8011 SWING 2X6X41" 2 LUMBER MASONITE / 3}�'��— =�- J ( ) 01 03 , BEAM ARCHITECTS EG: 00 --co 1 (FLUS CU o 00 80 " BIPASSING SLIDER 2X6X35" 2 LUMBER MASONITE _ I 4 O o v 27 30 0 ( ) = 6 ( o = Y - - - . D 9 M ~ CLOSET I O C° of d 0 A-11 O o_ u_ 28 3011 8011 FINISHED GYPSUM BOARD OPENING 2X6X35" (2) LUMBER w o 10 B U M u) 11 09 (6)2"X 4" POST X c 3 M A-10 o EACH SIDE iv O Et �ATH#2 29 60 " 80 " FRENCHWOOD GLASS SLIDER 2X8X65" (2) LUMBER ANDERSEN FWG5068 R — o UN U_ LAUNDRY ~ 7 5 1-3/4"X 9-1/4" LVL BEAM LUSH) _ O 43 F®R - CHUTE I (2) 1-3/4"X 9-1/4" LVL BEAM WITH (1) co 3 2"X 10"BE 3/4 STEEL FLITCH PLATE BOLTEDWITH o 30 14 80 ENTRY DOOR SIDELITE 2X6X19 (2) LUMBER JELDWENTHERMAT OR _ (FLUSH) — — STAGGE'REID" (FA. OLUSHLTS @ 1'-6" O.C. BEAM 10" 46 (2)2"X 4" POST (FLUSH) 7777,77 7 31 ° 108" 8411 INSULATED SECTIONAL OVERHEAD (2) L4"X 4"X 1/4" (2)STEEL — EACH SIDE 14'-0" �"� ANGLE LINTEL www.CARMELHILL.COM 3 — PROPOSED DINING Cj 32 108" 84" INSULATED SECTIONAL OVERHEAD (2)L8 X 6 X 9/16" (2)STEEL 0 — Architecture Firm: LONG LEG UP ANGLE LINTEL U J — — @ O o o � � CARMEL HILI ARCHITECTS 34 96 " 80 " FRENCHWOOD GLASS SLIDER 2X12X101" (2) LUMBER ANDERSEN FWG8068 L �? 0 c_D 04 BJP- X D � EDWARD KOENIG - R.A., A.I.A. v @� L LQ N o ° � 415 LAKE AVENUE SOUTH 37 72 " 80 " FRENCHWOOD GLASS SLIDER 2X10X77" (2) LUMBER ANDERSEN FWG6068 L � X � HEADER o > NESCONSET, NY 11767-1848 0 24 J w 5 631-277-3337 12'-0" - w 14'-0" Website: www.CARMELHILL.com ro 10 38 3011 80 " SWING 2X6X35" (2) LUMBER MASONITE X CO Email: CARMELHILLI6@gmail.com CV B�R WALL _ _ _ _ _ _ _ _ - _ _ _ SHE R WALL 39 ® 32 " 80" SWING 2X6X37" (2) LUMBER MASONITE LINE 8 5 LINE Project Title: 14 19 20 0 02 09 ,. 0 02 TOSCANO RESIDENCE 40 0� 2411 80" SWING 2X6X29 (2) LUMBER MASONITE _ � 02 LO ° TOM & CAROLINE TOSCANO 02 14 o x 0 1 7 610 JACKSONS LANDING 42 9611 80 " DOORWAY 2X12X101" (2) LUMBER 04 ° N u- ° u u � (3)2"X 10" BEAM o2 MATTITUCK, NY 11952 917-440-0916 u DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 43 u 24 " 80 " SWING 2X6X29" (2) LUMBER MASONITE — Sheet Title 44 0 1 N14 " 8011 ENTRY DOOR SIDELITE 2X6X19" (2) LUMBER JELDWETHERMN TRU OR 6-5 6-3 5 — — — 4-8 3-4 4-2 5-10 3-4 5'-10" JELDWEN ,. , „ , ,. ., . ,. FIRST F LOO R 00 45 30 " 80 " SWING 2X6X35" (2) LUMBER MASONITE NOCONSTRUCTION PLAN 00 � � - 46 00 3011 8011 POCKET DOOR 2X6X65"(2) LUMBER MASONITE W Iw E A F W lw z ��_, A-12 A-10 A-12 U�� Drawing No. 48 u 24 " 80 " SWING 2X6X29"(2) LUMBER MASONITE 0 Q FIRST FLOOR CONSTRUCTION PLAN A 6 SCALE: 1/4" = V-0" A= Copyright of Architectural Drawings-These plans are protected by _ WINDOW SCHEDULE federal law and are subject to copyright protection as an 3D architectural work under section 102 of the copyright act, 17 ID# EXT. WIDTH HEIGHT DESCRIPTION HEADER HEADER TYPE MANUFACTURER TEMPERED CODE U.S.A. as amended December 1990 and known as Architectural ELEV. Works Copyright Protection Act of 1990.These drawings are THE CONSTRUCTION TYPE provided as an instrument for construction for the construction 01ro 38 1/8" 56 V8" DOUBLE HUNG 2X6X41 5/8" (2) LUMBER ANDERSEN TW3046 DESIGNATION SHALL BE "1", "II", "III", "IV", project at the address shown on the title block of the drawings and OR"V"TO INDICATE THE they may not be used for any project other than that listed at the A35 (SHEAR CONNECTOR-TYP.) 0 6„ /CONSTRUCTION CLASSIFICATION OF address shown on the title block without the written consent and 02 48 1/2" 21 " AWNING 2x8X52" (2) LUMBER ANDERSEN AN41 THE STRUCTURE UNDER SECTION 602 compensation of the architect.This protection includes but is not 5 MTS12 (UPLIFT CONNECTOR) OF THE BCNYS limited to the overall form as well as the arrangement and (TYPICALAT EACH JOIST) composition of spaces and elements of the designs. Under such Fffml ® MTS12 (UPLIFT CONNECTOR TYPICAL AT REFLECTIVE RED protection, unauthorized use of these plans,work or home 03 38 1/8" 56 7,18 " DOUBLE HUNG 2X6X41 5/8" (2) LUMBER ANDERSEN TW3046 ® PS418 (UPLIFT CONNECTOR) ® EACH LAPPED JOIST) , PANTONE#187 represented, can legally result in the cessation of construction or ® buildings being seized and/or monetary compensation to Carmelhill ALL STRAP STOCK NUMBERS PS418 1/2"WIDE STROKE Architects and/or Edward Koenig. 04 ® 60 3/8" 72 3,18" PICTURE WINDOW 2x8X63 7/8" (2) LUMBER ANDERSEN YES P5060 SHOWN ARE FROM "SIMPSON ® REFLECTIVE WHITE FIELD ® STRONG TIE CONNECTORS" ® ALL STRAPPING TO BE INSTALLED 16" O.C. ® UNLESS OTHERWISE NOTED DESIGNATION FOR STRUCTURAL NO. DESCRIPTION DATE 05 ® 26 5/8" 36 718" DOUBLE HUNG 2X6X30 1/8" (2) LUMBER ANDERSEN TW20210 ALL STRAPPING TO BE INSTALLED ALL STRAP STOCK NUMBERS SHOWN ARE COMPONENTS THAT ARE OF TRUSS 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 16" O.C. (UNLESS OTHERWISE TYPE CONSTRUCTION NOTED) FROM " S STRONG TIE "F" FLOOR FRAMING, INCLUDING 2 ISSUED FOR CONSULTING. 3-16-20 CONNECTORS" GIRDERS AND BEAMS 060 24 7/8" 21 " AWNING 2X6X28 3/8"(2) LUMBER ANDERSEN AN251 "R" ROOF FRAMING 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 73 DECK JOIST TO BEAM DECK JOISTS LAPPED "FR" FLOOR AND ROOF FRAMING CODES. 07 245/8" 171;2" AWNING 2X6X28 1/8" (2) LUMBER ANDERSEN AR21 1 CONNECTION DETAIL (&NOT OVER BEAM DETAIL 3 TRUSS INFORMATION SIGN 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 A-8 NOT TO SCALE TO SCALE A"8 SCALE: 3"= V-0" 5 REVISED WETLANDS COVERAGE 10-2-20 CALCULATIONS. 08 138 1/8" 56 7/8" DOUBLE HUNG 2X6X41 5/8" (2) LUMBER ANDERSEN TW3046 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 AND DRY STACK RETAINING WALL ELEVATION (S-2) 09 ® 60 3/8" 72 318" PICTURE WINDOW 2x8X63 7/8" (2) LUMBER ANDERSEN YES P5060 7 REVISED PER BOARD OF TRUSTEES 1-5-21 3 4 RECOMMENDATIONS.50 FOOT NON-TURF J E C F J BOUNDARY ADDED,CHANGED SEPTIC TO LOW QI A-12 A-11 A-12 QI NITROGEN I/A OWTS,AND ADDED FOOTPRINTS 10 26 5/8" 48 7/8" DOUBLE HUNG 2X6X30 1/8" (2) LUMBER ANDERSEN TW20310 OF ADJACENT HOMES.RESUBMITTED FOR TRUSTEES REVIEW AND APPROVAL. Lu Lu wW 11 38 1/8" 56 7/8" DOUBLE HUNG 2X6X41 5/8"(2) LUMBER ANDERSEN TW3046 I I = z (nz fnJ J 12 38 1/8" 56 7/8" DOUBLE HUNG 2X6X41 5/8" 2 LUMBER ANDERSEN TW3046 I CONSTRUCTION PLAN KEYNOTES I I NO. NOTE BLIND FLASH ALL INTERSECTIONS OF 1338 1/8" 56 7/8" DOUBLE HUNG 2X6X41 5/8" (2) LUMBER ANDERSEN TW3046 01 HORIZONTAL AND VERTICAL AS PER RCNYS 49'-9" R903.2 02 TIE DOWN. SEE DTL. 10/A-5 14 22 1/8" 56 7/8" DOUBLE HUNG 2X6X25 5/8" (2) LUMBER ANDERSEN TW1846 6'-6" 9'-4" 11'-9" 8'-5" 5'-5" 5'-5' 2'-11" 03 24"WIDE DROP DOWN ATTIC STAIRS ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 15 26 5/8" 48 7/8" DOUBLE HUNG 2X6X30 1/8" (2) LUMBER ANDERSEN TW20310 ° ° 10"X 10" DECORATIVE COLONIAL COLUMN 06 ENCLOSURE OVER 6"X 6" P.T. POST.VERFIY SEE DOOR AND WINDOW Ec CHEDULES ° 04 REQUIRED COLUMN HEIGHT IN FIELD FOR STRUCTURAL HEADERSPECIFICATIONS ° ° BEFORE ORDERING OR CUTTING TYPICAL 16 22 1/8" 36 7/8" DOUBLE HUNG 2X6X25 5/8" (2) LUMBER ANDERSEN TW18210 o a 05 PROVIDE CLOSETS WITH WIRE SHELF AND COAT ROD. 17 M 11 1 26 5/8" 36 7/8" DOUBLE HUNG 2X6X30 1/8"(2) LUMBER ANDERSEN TW20210 15 14 15 DECKING ASSEMBLY-6"TREX DECKING SPACED WITH ONE 12D NAIL OVER 2"X P.T. 15 24 4 9 34 06 DECK JOIST(SEE CONSTRUCTION PLAN FOR SHEAR_WALL _ _ HEA WALL _ SPECIFICATION). 1999 X 42 1/8" 56 7/8" PICTURE 2X6X45 5/8" (2) LUMBER ANDERSEN DHP3446 C — — LINE - SIMPSON DTT2Z LATERAL CONNECTOR CAD File Name: TOSCANO REVISED 7.layout 07 (MINIMUM OF 2 SETS ARE REQUIRED, EACH Drawn By: Edward Koenig SET WITHIN 24" OF EACH END OF DECK). SEE 20 22 1/8" 56 7/8" DOUBLE HUNG 2X6X25 5/8" (2) LUMBER ANDERSEN TW1846 11'-11" 18'-0" 18'-4" DTL.23/A-14 ci LINE OF DECK ABOVE 08 Architect's Seal O 21 38 1/8 " 56 7/8" DOUBLE HUNG 2X6X41 5/8"(2) LUMBER ANDERSEN TW3046 i� 0 = 2"X 8" LEDGER BEAM BOLTED TO C? CU N 09 STRUCTURE WITH 1/2" DIA. @ V-6"O.C. E fir`Ca O 9 STAGGERED . �- � r-•..a � _ cU U XWALLS AND CEILING SURROUNDING 22 38 1/8" 56 7/8" DOUBLE HUNG 2X6X41 5/8" (2) LUMBER ANDERSEN TW3046 w OPEN BELOW 10 FURNACE AND HOT WATER HEATER TO F- m u_ RECEIVE 5/8"TYPE"X" GYPSUM BOARD, �1 (o PROPOSED MASTER BDRM#2 r> Mn UX TAPED AND SPACKLED. q f ✓�f, t.. 23 LLW 38 1/8" 56 7/8" DOUBLE HUNG 2X6X41 5/8" (2) LUMBER ANDERSEN TW3046 Lu W cn O 2"X 10" PRESSURE TREATED LEDGER BEAM co � � 11 BOLTED TO STRUCTURE WITH 1/2" DIA. GALV. 0) 9 c~n O O V-6" O.C. "STAGGERED". ' oo O '' O u_ �., 2"X 4" STRONGBACK -' PROVIDE LINEN CLOSET WITH ADJUSTABLE - 24 26 5/8 " 48 7/8 " DOUBLE HUNG 2X6X30 1/8" (2) LUMBER ANDERSEN TW20310 n O Q O O 12 WIRE SHELVES ON WALL MOUNTED �� O O z (CONTINUOUS) z O� Z ry 6 _J � 12 STANDARDS. IN 1�_ 23 J o o U U 13 PROVIDE 1/2" MELAMINE ADJUSTABLE 25 �' 38 1/8" 56 7/8" DOUBLE HUNG 2X6X41 5/8" (2) LUMBER ANDERSEN TW3046 0 — — v = 05 — — x _ SHELVES ON WALL MOUNTED STANDARDS. `* `" 00 — r PROVIDE FALL PROTECTION: 36" HIGH VINYL co � N H i 26 32 1/8 " 48 7/8 " DOUBLE HUNG 2X6X35 5/8" (2) LUMBER ANDERSEN TW26310 = 13 17 28 14 RAILING WITH TOP AND BOTTOM RAILS AND CARM E L H I L L 0 0 _ _ O VERTICAL SPINDLES. (MAXIMUM CLEAR ' ® ❑ ❑ ❑ ❑ ❑ ❑ ❑ n ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ " CD � OPENING TO BE LESS THAN 4 . _ _ _ _ - - - - _� J ~ r , 03 ~ 15 TIE DOWN. SEE DTL. 1/A-8 ARCHITECTS 27 46 1/8" 48 7'/8" DOUBLE HUNG 2X6X49 5/8" (2) LUMBER ANDERSEN TW38310 _ _ _ I— _ O ° 2"X 12" RIDGE _ _ I _ _ _ _ _ o I I 7 D icn 0 15 x L- - - -� 21 I 12 27 I cfl A-11 co W co r` LO 28 26 5/8" 48 7'/8" DOUBLE HUNG 2X6X30 1/8" (2) LUMBER ANDERSEN TW20310 N 17- ❑y ❑y❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ B 6 _ — 12 I A-10 - - - - 29 26 5/8" 48 7'/8" DOUBLE HUNG 2X6X30 1/8" (2) LUMBER ANDERSEN TW20310 o o LA NDRY U 1 R 1 T N 08 I — — — J UTE 19 05 O �1-3/4" -7 8" VL 30 32 1/8" 48 7/8" DOUBLE HUNG 2X6X35 5/8" (2) LUMBER ANDERSEN TW26310 CU -BEA QTS 14 48I 3 o LINEN - - - - ❑ N 45 w o 31 24 7/8" 21 " AWNING 2X6X28 3/8" (2) LUMBER ANDERSEN - AN251 22 — _ z (n LL o z P/�,/�` 13 � www.CARMELHILL.COM W (j Lu u- _ 2"X 4" STRONGBACK �Qv -� 33 IM 24 5/8" 2111 AWNING 2X6X28 1/8" (2) LUMBER ANDERSEN AN21 2 p LL o — (CONTINUOUS) �O/ WI �OO,c U ( Architecture Firm: I - ti cfl ❑ — - �L C9 .O I � u_ N ° _ � +N' (D EMPQSED ti I CARMELH I LL ARCHITECTS 35 ® 22 1/8" 36 7/8" DOUBLE HUNG 2X6X25 5/8" (2) LUMBER ANDERSEN TW18210 O ` PROPOSED BATH#1 T ° — Of ° DRIM0 U_CO EDWARD KOENIG - R.A., A.I.A. ~ ° O _ 415 LAKE AVENUE SOUTH O11 x NESCONSET, NY 11767-1848 ZO 36 38 1/8" 56 7/8 " DOUBLE HUNG 2X6X41 5/8" (2) LUMBER ANDERSEN TW3046 _� x _ 10-0 11 -9 14-3 - - - -- - - - �o�� o to, N "- i N 631-277- 3337 2"x 6" ROOF XWebsite: www.CARMELHILL.com 37 38 1/8" 56 7/8" DOUBLE HUNG 2X6X41 5/8" (2) LUMBER ANDERSEN TW3046 RAFTERS @ 16"O.C. C. I Email: CARMELHILLI6@gmail.com 2� x I 2"X 6" R.R. @ 16 O.C. @ 16 O.C. N. -- SINGLE D�R WALL _ 7 - 1 6 fn SHE R WALL _ 38 ® 36 1/2" 41 3/8" CASEMENT-HR 2x6X40" (2) LUMBER ANDERSEN CXW135 LINE ❑ INE Project Title: ❑ 391/8'.38567/8" DOUBLE HUNG 2X6X41 5/8" (2) LUMBER ANDERSEN TW3046 11 15 TOSCANO RESIDENCE- 15PRnpaspn nFrK TOM & CAROLINE TOSCANO 610 JACKSONS LANDING _ MATTITUCK, NY 11952 ❑ ° 917-440-0916 ALL WINDOWS TO BE ANDERSEN SERIES 400 WITH LOW E GLASS. ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 6-5" 11'-3" 4'-10" 4'-8" 3'-4" 4'-8" 4, 2'-1 d, 10'-7" V-11" Sheet Title 49'-9" ' SECOND FLOOR I I CONSTRUCTION PLAN wlW E A F LuLu �� A-12 A-10A-12 W1� Drawing No. SECOND FLOOR CONSTRUCTION PLAN AJ SCALE: 1/4" =1'-0" (28) 16d COMMON NAILS FOR FULL LENGTH Typical CS CS20 (UPLIFT CONNECTOR-TYPICAL @ CS20 (UPLIFT CONNECTOR- Copyright of Architectural Drawings-These plans are protected by OF DOUBLE STUD i —`T 16"O.C.) TYPICAL @ 16"O.C.)WITH 12" federal law and are subject to copyright protection as an dilat' s a ALL STRAPPING TO BE INSTALLED 16" MINIMUM BEARING ON STUDS "architectural work"under section 102 of the copyright act, 17 Floor- lo-Floor Tie O.C. UNLESS OTHERWISE NOTED U.S.A. as amended December 1990 and known as Architectural End eng ALL(TRAPPING TO BE INSTALLED)16 Works Copyright Protection Act of 1990.These drawings are SIMPSON CMST14 (CMST requires length Cu th A35F MIN.18 GAUGE PLATE CONNECTORS @ O.C. UNLESS OTHERUVISE NOTED minimum L 12" O.C. MAX. (SHEAR CONNECTOR) ALL STRAPPING TO BE INSTALLED (LENGTH OF STRAP EQUAL TO DEPTH OF 2-2x studs) EACH WALL STUD SHALL BE provided as an instrument for construction for the construction 16' O.C. at the address shown on the title block of the drawings FLOOR JOISTS, FLOORSHEATHING,AND r CS20 COIL STRAP- UPLIFT CONNECTOR ON EACH WALLS STUD SHALL BE CONNECTED TO THE GIRDER BELOW project gs and PLATES PLUS 52" EQUALLY SPACED ! — CONNECTED TO THE GIRDER BELOW WITH BY ANY OF THE STRAPS SHOWN they may not be used for any project other than that listed at the EACH STUD WITH 12" MINIMUM BEARING ON EACH WALL STUD SHALL BE address shown on the title block without the written consent and BETWEEN FIRST AND SECOND FLOORS) .✓' ,: �-"' EACH STUD TYPICAL WITH BY ANY OF THE STRAPS SHOWN ABOVE.A CONTINUOUSLY CONNECTED (TYPICAL) CONNECTED TO THE GIRDER compensation of the architect.This protection includes but is not S� j1 M� ABOVE.A CONTINUOUSLY CONNECTED PATH MUST BE PROVIDED FROM THE BELOW WITH BY ANY OF THE p 'i' ale=,r PATH MUST BE PROVIDED FROM THE STUD TO THE GIRDER BELOW. 1 limited to the overall form as well as the arrangement and (28) 16d COMMON NAILS FOR FULL LENGTH Nails not STRAPS SHOWN ABOVE.A composition of spaces and elements of the designs. Under such STUD TO THE GIRDER BELOW. p P 9 OF DOUBLE STUD required in--'� ' ALL STRAPPING TO BE INSTALLED 16" O.C. CONTINUOUSLY CONNECTED PATH protection, unauthorized use of these Ions,work or home clear span ti 'r ALL STRAP STOCK NUMBERS SHOWN :i MUST BE PROVIDED FROM THE represented, can legally result in the cessation of construction or A CONTINUOUSLY CONNECTED PATH MUST ® ALL STRAP STOCK NUMBERS SHOWN ARE FROM "SIMPSON STRONG TIE ® STUD TO THE GIRDER BELOW. buildings being seized and/or monetary compensation to Carmelhill 1 ARE FROM SIMPSON STRONG TIE CONNECTORS BE PROVIDED FROM THE STUD TO THE ® ® Architects and/or Edward Koenig. n G n n a„ _` Endth GIRDER BELOW. CONNECTORS ® g' '' ALL STRAP STOCK NUMBERS CMST14 14GAUGE `= Long SHOWN ARE FROM "SIMPSON A o n o n.-...-.f 5 AndrProvd in. p" MTS12 (UPLIFT CONNECTOR 1/" end distan ALL STRAP STOCK NUMBERS SHOWN ARE ® A35 (SHEAR CONNECTOR-TYPICAL) ® STRONG TIE CONNECTORS NO. DESCRIPTION DATE '14" for CS and CMST• / FROM "SIMPSON STRONG TIE CONNECTORS" ® TYPICAL AT EACH LAPPED JOIST) iq 31/2° 13/<^ Equal nurriberof- CV MTS12 (UPLIFT CONNECTOR)(TYPICAL ® 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 specified nails 8%' AT EACH JOIST) PS418 LUS210 (TYPICAL AT EACH JOIST) CMST14 Hole Pattern in each end 2 ISSUED FOR CONSULTING. 3-16-20 PS418 (UPLIFT CONNECTOR) PS418 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 TYPICAL SECOND FLOOR TO FIRST TYP. SECOND FLOOR STUDS TO FIRST WALL TO GIRDER CONNECTION FLOOR JOISTS LAPPED WALL TO GIRDER CONNECTION DETAIL CODES. gFLOOR TIE DOWN METHOD (20FLOOR STUDS CONNECTION DETAILS 3 DETAIL JOISTS ABOVE BEAM gOVER BEAM DETAIL (PJOISTS FLUSH WITH BEAM 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 NOT TO SCALE NOT TO SCALE A-9 NOT TO SCALE NOT TO SCALE NOT TO SCALE 5 REVISED WETLANDS COVERAGE 10-2-20 CALCULATIONS. 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 AND DRY STACK RETAINING WALL ELEVATION ROOF PLAN KEYNOTES (S-2) 5/4"X 6" P.T. DECKING NO. NOTE 7 REVISED PER BOARD OF TRUSTEES 1-5-21 FLUSH FRAMED BEAM. SEE 240#ARCHITECTURAL ASPHALT OR RECOMMENDATIONS.50 FOOT NON-TURF STUD WALL ABOVE FIBERGLASS ROOF SHINGLES OVER 30# BOUNDARY ADDED,CHANGED SEPTIC TO LOW 2"X P.T. LEDGER BEAM BOLTED TO Z FLOOR S ECIFLAN OICATION 01 R BEAM ROOFING FELT ON 1/2"'C DX' PLYWOOD ROOF I SHEATHING (NO ALTERNATIVES WILL BE NITROGEN I/A OWTS,AND ADDED FOOTPRINTS EXISTING STRUCTURE WITH 1/2 DIA. - 2"X FLOOR JOISTS CEILING JOISTS @ 16"O.C. ACCEPTED FOR PLYWOOD ROOF SHEATHING OF ADJACENT HOMES. RESUBMITTED FOR GALV. BOLTS @ 1 -6 O.C. STAGGERED I o TRUSTEES REVIEW AND APPROVAL. 1-1/4"X 20 GAUGE STEEL COILED STRAP CS20 COIL STRAP AS MFG'D. <R> 2 CONTINUOUSLY VENTED ROOF RIDGE #CS20 AS MFG'D. BY SIMPSON (12" BY SIMPSON, EXTENDING 2'-0" 2'-0"TYPICAL LUS28 SIMPSON JOIST HANGER 'BEARING MIN.) 16"O.C. MIN. TO EACH SIDE OF BEAM 03 LINE OF WALL BELOW I I ® 2"X P.T. DECK JOISTS @ 16" O.C. °° PROVIDE REQUIRED FLASHING AT WALL TO ° I ONE H2.5a STRAP EACH SIDE OF JOIST ° 04 ROOF INTERSECTION WITH (3)8d COMMON NAILS @ EACH END ° DOUBLE 2"X P.T. RIM JOIST _ 6" OF STRAP AS MFG'D. BY SIMPSON ° ° 05 VALLEY FLASHING ® JOIST HANGER 1-1/4"X 20 GAUGE STEEL COILED STRAP ROOF TO RECEIVE SELF ADHESIVE ICE #CS20 AS MFG'D. BY SIMPSON (12" BARRIER FROM INSIDE EDGE OF EXTERIOR 2"X 12" P.T. STRINGERS BEARING MIN. WALL TO 2'-0" UP ROOF IN COMPLIANCE WITH i ) 1/2"GYPSUM BOARD, SECTION R905.1.2 OF THE 2020 RCNYS. @ 16" O.C. BOARDS OVERLAPPIN 06 EXTEND ICE BARRIER FOR CONTINUITY TO ,� ALL STRAPPING TO BE INSTALLED BEAM WITH JOINTS FASCIA BOARD AND GUTTER ASSEMBLY. SEE JOIST HANGER TO 16 O.C. STAGGERED THERMAL AND MOISTURE SPECIFICATIONS @0LEDGER BEAM DETAIL (PEXTERIOR STAIR STRINGERDETAIL s CANTILEVERED FLOOR DETAIL @�FLUSH BEAM STRAPPING DETAIL DURa ECKVINYLROOFDECKMEMBRANE NOT TO SCALE SCALE: 1-1/2"= V-0" '°`-9 NOT TO SCALE SCALE: 1" = V-0" OVER FULL COVERAGE SHALL ROOF 07 UNDERLAYMENT FOR SHALLOW SLOPED ROOFS. SEE SHALLOW ROOF UNDERLAYMENT SPECIFICATION IN THERMAL AND MOISTURE PROTECTION SPECIFICATIONS. ROOM FINISH SCHEDULE ROOM NAME FLOORS FLOOR WALLS CEILINGS CAD File Name: TOSCANO REVISED 7.1ayout AREA Drawn By: Edward Koenig 12"X 12" CERAMIC FLOOR TILE OVER BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT PROPOSED ENTRY THINSET OVER 1/2" DURAROCK BOARD 202 TO BE SELECTED BY OWNER WHITE 12 OZ. CARPET OVER PADDING, COLOR BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT Architect's Seal PROPOSED LIVING AND STYLE TO BE SLECTED BY OWNER 134 TO BE SELECTED BY OWNER WHITE 4"WIDE DRIFTWOOD STYLE CERAMIC PROPOSED FLOOR TILE OVER THINSET OVER 1/2" BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT KITCHEN DURAROCK BOARD, FOAM 275 TO BE SELECTED BY OWNER WHITE UNDERLAYMENT _ 3/4" OAK FLOORING GRADE#1, STAINED rrtA BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT PROPOSED DINING TWO COATS OF WATER BASED POLY, 227 TO BE SELECTED BY OWNER WHITE STAIN COLOR TO BE SELECTED 3/4" OAK FLOORING GRADE#1, STAINED PROPOSED GREAT BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT TWO COATS OF WATER BASED POLY, j C R... .,.... ROOM STAIN COLOR TO BE SELECTED 261 TO BE SELECTED BY OWNER WHITE r PROPOSED STUDY 12 OZ. CARPET OVER PADDING, COLOR 149 BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT -FAMILY ROOM AND STYLE TO BE SLECTED BY OWNER TO BE SELECTED BY OWNER WHITE 12 X 12 CERAMIC FLOOR TILE OVER `��° -;• /� PROPOSED BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT LAUNDRY THINSET OVER 1/2" DURAROCK BOARD, 31 TO BE SELECTED BY OWNER WHITE FOAM UNDERLAYMENT CERAMIC WALL TILE, TO BE SELECTED,42" UP 12"X 12"CERAMIC FLOOR TILE OVER WALL, OVER GREEN BOARD (FULL HEIGHT TILE BENJAMIN MOORE, FLAT PROPOSED BATH#1 THINSET OVER 1/2" DURAROCK BOARD, 23 OVER CONCRETE BACKER BOARD AT TUBS AND WHITE FOAM UNDERLAYMENT SHOWERS).TWO COATS BENJAMIN MOORE CARM E L H I L L REGAL WALL SATIN FROM 42"TO CEILING CERAMIC WALL TILE, TO BE SELECTED, 42" OF 12"X 12" (CERAMIC FLOOR TILE OVER WALL, OVER GREEN BOARD (FULL HEIGHT TILE o3 ARCHITECTS PROPOSED THINSET OVER 1/2" DURAROCK BOARD, 56 OVER CONCRETE BACKER BOARD AT TUBS AND BENJAMIN MOORE, FLAT BATH#2 FOAM UNDERLAYMENT SHOWERS). TWO COATS BENJAMIN MOORE WHITE REGAL WALL SATIN FROM 42"TO CEILING CERAMIC WALL TILE, TO BE SELECTED, 42" UP 12"X 12"CERAMIC FLOOR TILE OVER WALL, OVER GREEN BOARD (FULL HEIGHT TILE PROPOSED THINSET OVER 1/2" DURAROCK BOARD, 63 OVER CONCRETE BACKER BOARD AT TUBS AND BENJAMIN MOORE, FLAT BATH#3 FOAM UNDERLAYMENT SHOWERS).TWO COATS BENJAMIN MOORE WHITE REGAL WALL SATIN FROM 42"TO CEILING 01 CERAMIC WALL TILE,TO BE SELECTED,42"UP 12"X 12" (CERAMIC FLOOR TILE OVER WALL, OVER GREEN BOARD (FULL HEIGHT TILE PROPOSED THINSET OVER 1/2" DURAROCK BOARD, 132 OVER CONCRETE BACKER BOARD AT TUBS AND BENJAMIN MOORE, FLAT BATH#4 FOAM UNIDERLAYMENT SHOWERS).TWO COATS BENJAMIN MOORE WHITE REGAL WALL SATIN FROM 42"TO CEILING PROPOSED 12 OZ. CARPET OVER PADDING, COLOR 215 BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT BDRM#1 AND STYLE TO BE SLECTED BY OWNER TO BE SELECTED BY OWNER WHITE PROPOSED 12 OZ. CARPET OVER PADDING, COLOR 243 BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT www.CARMELHILL.COM MASTER BDRM#2 AND STYLE TO BE SLECTED BY OWNER TO BE SELECTED BY OWNER WHITE - PROPOSED 12 OZ. CARPET OVER PADDING, COLOR 151 BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT BDRM#3 AND STYLE TO BE SLECTED BY OWNER TO BE SELECTED BY OWNER WHITE I Architecture Firm: PROPOSED 12 OZ. CARPET OVER PADDING, COLOR 141 BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT 02 C'AR M E I_H I L L ARC BDRM#4 AND STYLE TO BE SLECTED BY OWNER TO BE SELECTED BY OWNER WHITE I _ I � PROPOSED 12 OZ. CARPET OVER PADDING, COLOR 134 BENJAMIN MOORE REGAL WALL SATIN, COLOR BENJAMIN MOORE, FLAT BDRM#5 AND STYLE TO BE SLECTED BY OWNER TO BE SELECTED BY OWNER WHITE - I EDWARD KOENIG - R.A., A.I.A. TOTALS: 2437 415 LAKE AVENUE SOUTH NESCONSET, NY 11767-1848 631-277-3337 I t � Website: www.CARMELHILL.com I I Email: CARMELHILL16@gmail.com I � I I I I Project Title: I o5 TOSCANO RESIDENCE - - - - - - - - - - - - - - - - - - TOM & CAROLINE TOSCANO 9 : 1 I I 610 JACKSONS LANDING MATTITUCK, NY 11952 I � � � 917-440-0916 I � DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 I I N Sheet Title rn ROOF PLAN ROOF DECK BELOW 4 07 Drawing No. ROOF PLAN SCALE: 1/4" = V-0" A=8 ELECTRICAL PLAN KEYNOTES Copyright of Architectural Drawings-These plans are protected by LIGHT AND VENTILATION CALCULATIONS LIGHT AND VENTILATION CALCULATIONS a ° ° ° ° ° ° ° ° ° a ° ° a ° ° a a° a a ° NO. NOTE federal law and are subject to copyright protection as an PROVIDE SMOKE DETECTORS, HARD WIRED "architectural work"under section 102 of the copyright act, 17 ROOM NAIVE: STUDY ROOM NAME: BEDROOM#1 WITH BATTERY BACK UP, IN EACH BEDROOM, U.S.A. as amended December 1990 and known as Architectural ROOM SIZE: 149.00 SF ROOM SIZE: 215.00 SF WINDOW CODE REQUIRED LIGHT: 11.92 SF REQUIRED VENTILATION: 5.96 SF WINDOW CODE REQUIRED LIGHT: 17.20 SF REQUIRED VENTILATION: 8.60 SF AND IN EACH COMMON HALLWAY ON EACH Works Copyright Protection Act of 1990.These drawings are PROPOSED DECK of FLOOR OF HOUSE. INTERCONNECT ALL provided as an instrument for construction for the construction TW3046 10.31 SF 6.2 SF TW3046 10.31 SF 6.2 SF O DETECTORS SO WHEN ONE SIGNALS,ALL WILL project at the address shown on the title block of the drawings and TW20310 5.26 SF 3.09 SF TW3046 10.31 SF 6.2 SF SIGNAL, IN COMPLIANCE WITH SECTION R314 they may not be used for an project other than that listed at the TW20310 5.26 SF 3.09 SF TW3046 10.31 SF 6.2 SF AND R314.2.2 OF 2020 RCNYS,APPENDIX J. address shown on the title block without the written consent and TW20310 5.26 SF 3.09 SF TOTAL PROVIDED: 30.93 SF TOTAL PROVIDED: 18.60 SF PROVIDE CARBON MONOXIDE DETECTOR, HARD compensation of the architect.This protection includes but is not TOTAL PROVIDED: 26.09 SF TOTAL PROVIDED: 15.47 SF PASSES CODE: YES PASSES CODE: YES WIRED WITH BATTERY BACK UP, IN EACH limited to the overall form as well asthearrangement and PASSES CODE: YES PASSES CODE: YES COMMON HALLWAY ON EACH FLOOR OF HOUSE. composition of spaces and elements of the designs. Under such 02 INTERCONNECT ALL DETECTORS SO WHEN ONE protection, unauthorized use of these plans,work or home SIGNALS,ALL WILL SIGNAL, IN COMPLIANCE WITH represented, can legally result in the cessation of construction or ' SECTION 915 OF 2020 RCNYS. buildings being seized and/or monetary compensation to Carmelhill LIGHT AND VENTILATION CALCLiLATIONS LIGHT AND VENTILATION CALCULATIONS N Architects and/or Edward Koenig. ROOM NAME: LIVING ROOM ROOM NAME: BEDROOM#2 ROOM SIZE: 134.00 SF ROOM SIZE: 243.00 SF N WINDOW CODE REQUIRED LIGHT: 10.72 SF REQUIRED VENTILATION: 5.36 SF WINDOW CODE REQUIRED LIGHT: 19.44 SF REQUIRED VENTILATION: 9.72 SF TW3046 10.31 SF 6.2 SF FWG6068L 34.30 SF 21.00 SF PROPOSED BDRM#4 OPEN BELOW I I NO. DESCRIPTION DATE I TW1846 4.98 SF 3.02 SF TW3046 10.31 SF 6.20 SF / I 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 DHP3446 12.56 SF 0.00 SF TOTAL PROVIDED: 44.61 SF TOTAL PROVIDED: 127.20 SF 1 / TW1846 4.98 SF 3.02 SF PASSES CODE: YES PASSES CODE: I YES 1 / /1 2 ISSUED FOR CONSULTING. 3-16-20 TOTAL PROVIDED: 32.83 SF TOTAL PROVIDED: 12.24 SF 1 \ i 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 PASSES CODE: YES PASSES CODE: YES $ ° sa i ELECTRICAL LEGEND CODES. SYM. DESCRIPTION -- i BATH EXHAUST FAN 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 5 REVISED WETLANDS COVERAGE 10-2-20 se ° ° ° ° ° ° ° - / - CALCULATIONS. LIGHT AND VENTILATION CALCULATIONS LIGHT AND VENTILATION CALCULATIONS 02 I I BOWL SCONCE (TRIPLE) ROOM NAME: DINING ROOM ROOM NAME: BEDROOM#3 � _ _ _� ,,,� ° _ _ - - - - _ _ _ � 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 ROOM SIZE: 227.00 SF ROOM SIZE: 151.00 SF - \ \ I I I AND DRY STACK RETAINING WALL ELEVATION WINDOW CODE REQUIRED LIGHT: 18.16 SF REQUIRED VENTILATION: 9.08 SF WINDOW CODE REQUIRED LIGHT: 12.08 SF REQUIRED VENTILATION: 6.04 SF \ SD 01 O CO CO DETECTOR (3-2) TW3046 10.31 SF 6.2 SF TW3046 10.31 SF 6.20 SF PROPOSED BATH#3 a a a a a a a a a a a a \ 7 REVISED PER BOARD OF TRUSTEES 1-5-21 TW3046 10.31 SF 6.2 SF I TW3046 10.31 SF I 1 16.20 1 SF ; - \ I I CAGED LANTERN SCONCE RECOMMENDATIONS.50 FOOT NON-TURF TOTAL PROVIDED: 20.62 SF TOTAL PROVIDED: 12.40 SF TOTAL PROVIDED: 20.62 SF TOTAL PROVIDED: 12.40 _J_SF I - _ - - BOUNDARY ADDED,CHANGED SEPTIC TO LOW PASSES CODE: YES PASSES CODE: YES PASSES CODE: YES PASSES CODE: YES - '1 NITROGEN I/A OWTS,AND ADDED FOOTPRINTS \ / CEILING FAN OF ADJACENT HOMES.RESUBMITTED FOR a TRUSTEES REVIEW AND APPROVAL. DUPLEX SD 1 � LIGHT AND VENTILATION CALCULATIONS LIGHT AND VENTILATION CALCULATIONS 1 dwP DUPLEX(WEATHERPROOF) ROOM NAME: GREAT ROOM ROOM NAME: BEDROOM#4 ROOM SIZE: 261.00 SF ROOM SIZE: 134.00 SF R / \\ \® lac WINDOW CODE REQUIRED LIGHT: 20.88 SF REQUIRED VENTILATION: 10.44 SF WINDOW CODE REQUIRED LIGHT: 10.72 SF REQUIRED VENTILATION: 5.36 SF o ` -V.,, FWG5068L 18.52 SF 11.58 SF TW3046 10.31 SF 6.20 SF PROPOSED BDRM#5 1 GFI 36"AFF ❑ FWG5068L 18.52 SF 11.58 SF TW20310 5.26 SF 3.09 SF PROPOSED BDRM#3 N I a „ P5060 25.7 SF 0.00 SF TW20310 5.26 SF 3.09 SF ' - ' N I GFI -COUNTER-44 AFF 30 P5060 25.7 SF 0.00 SF TOTAL PROVIDED: 20.83 SF TOTAL PROVIDED: 12.38 SF TOTAL PROVIDED: 88.44 SF TOTAL PROVIDED: 23.16 SF PASSES CODE: YES PASSES CODE: YES RECESSED HIGH HAT PASSES CODE: YES PASSES CODE: YES - VJF RECESSED DOWNLIGHT LIGHT AND VENTILATION CALCULATIONS \ _ , _ " SINGLE POLE ROOM NAME: BEDROOM#5 - - - ROOM SIZE: 134.00 SF WINDOW CODE REQUIRED LIGHT: 10.72 SF REQUIRED VENTILATION: 5.36 SF PROPOSED DECK SD SMOKE DETECTOR TW3046 10.31 SF 6.20 SF TW3046 10.31 SF 16.20 SF TOTAL PROVIDED: 20.62 SF TOTAL PROVIDED: 112.40 SF 3 THREE WAY PASSES CODE: YES PASSES CODE: YES ° ° ° ° a ° a a a a a a a a ° a a ° a a ° a M SINGLE POLE SLIDING DIMMER CAD File Name: TOSCANO REVISED 7.1ayout HALF DOME Drawn By: Edward Koenig SECOND FLOOR ELECTRICAL PLAN TELEPHONE JACK SCALE: 3/16"= 1'-0" Architect's Seal TT TIMER TV TELEVISION JACK ° ° a ° a ° ° c ° c ° ° ° o ° ,.� ., 00 BOWL CHANDELIER sx PORCH LANTERN PROPOSED DECK DC DOOR CHIME DOORBELL ❑� ❑❑ \ \ N CARMELHILL ( I I I I - - -\ \ WP ARCHITECT \ I PROPOSED STUDY-FAMILY ROOMCE 30 PRQPQS�D K14CHEN PR \ I I I 1 PRO SED-GRE=AT ROOM /I / I R PROPOSED CELLAR / \ I I I I I \ / � - - - - - ► , ' -------- www.CARMELHILL.COM \ \ \ I SD \ ppCE n O \ \ PROPOSED GAhAGE F I - - - - -� - Architecture Firm: - - -� i- L -J I F_ - _ - - - ` \$- 02 01 - _ _ - - . CARMEI HII I ARC;HITF�TS II 1 \ / c° _° CLOSET PANTRY ` EDWARD KOENIG - R.A., A.I.A. \\ ® I I I $ 415 LAKE AVENUE SOUTH PROPOSED BATH#Z NESCONSET, NY 11767-1848 631-277-3337 W" r , \\ I I I I T �� I \ \ Website: www.CARMELHILL.com Email: CARMELHILL16@gmail.com \ \ 1 Project Title: CE TOSCANO RESIDENCE \\ " ' \ \ \ \ I I I PROPOSED LIVING 3/ TOM & CAROLINE TOSCANO 01 \ PROPOSED ENTRY 610 JACKSONS LANDING \� I I \ PROPOSED BDRM#1 MATTITUCK, NY 11952 917-440-0916 DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 - - - - - - - - - - - - - - - - _� I I \ CE Sheet Title L_ I PROPOSED R/O ENTRY ELECTRICAL PLAN S �- - - - - - - - - - - - -� IL -- - - - - I 1 - I I I 1 I L__J Drawing No. CEITAR AR FLOOR ELECTRICAL PLAN FIRST FLOOR ELECTRICAL A _� SCALE: 3/16"= V-0" P1 AN AE F 17 ELEVATION KEYNOTES Copyright of Architectural Drawings-These plans are protected by A-12 A-12 NO. NOTE federal law and are subject to copyright protection as an CHIMNEY CAP WITH SPARK "architectural work"under section 102 of the copyright act, 17 RIDGE HEIGHT 01 ARRESTOR IN COMPLIANCE WITH U.S.A. as amended December 1990 and known as Architectural 40.01 SECTION R1003.9.2 OF 2020 RCNYS. Works Copyright Protection Act of 1990.These drawings are r EXISTING GRADE SLOPED AWAY provided as an instrument for construction for the construction FROM STRUCTURE 6" MIN.VERTICAL project at the address shown on the title block of the drawings and 02 FOR 10'-0" HORIZONTAL RUN FOR 4'-0" they may not be used for any project other than that listed at the MIN. HORIZONTAL LENGTH , IN address shown on the title block without the written consent and COMPLIANCE WITH SECTION R401.3 compensation of the architect.This protection includes but is not 0 OF THE 2020 RCNYS. limited to the overall form as well as the arrangement and 4" EXPOSURE VINYL SIDING TO "BEST composition of spaces and elements of the designs. Under such 16 03 MATCH" EXISTING. protection, unauthorized use of these plans,work or home represented, can legally result in the cessation of construction or CHIMNEY TO EXTEND 2'-0"ABOVE ANY buildings being seized and/or monetary compensation to Carmelhill ROOF SURFACE WITHIN 10'-0" Architects and/or Edward Koenig. HORIZONTALLY AND SHALL NOT BE 14 04 LESS THAN 3'-0"ABOVE THE HIGHEST CEILING TOP PLATE LEVEL POINT WHERE THE CHIMNEY PASS NO. DESCRIPTION DATE 31.17 THROUGH THE ROOF IN COMPLIANCE WITH SECTIONS R1003.9 AND 1003.18 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 06 OF THE 2020 RCNYS. 31 MLI 36" HIGH WROUGHT IRON RAILING 2 ISSUED FOR CONSULTING. 3-16-20 11 12 36 05 WITH 1/2"X 1/2"VERTICAL SPINDLES O @ 3-1/2" O.C. (MAXIMUM CLEAR 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 �5> OPENING TO BE LESS THAN 4" . CODES. � 06 CONTINUOUSLY VENTED SOFFIT WITH 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 37 ALUMINUM GUTTER 5 REVISED WETLANDS COVERAGE 10-2-20 10"X 10" DECORATIVE COLONIAL CALCULATIONS. 13 O COLUMN ENCLOSURE OVER 6"X 6" 07 P.T. POST. VERFIY REQUIRED 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 COLUMN HEIGHT IN FIELD BEFORE AND DRY STACK RETAINING WALL ELEVATION FLOOR LEVEL ORDERING OR CUTTING (TYPICAL). (S-2) 0 7 RILING TOP PLATE LEVEL SELF ADH CE BARRIER. SEE 7 REVISED PER BOARD OF TRUSTEES 1-5-21 22.33 i> THERMAL AND MOISTURE RECOMMENDATIONS.50 FOOT NON-TURF SPECIFICATIONS. BOUNDARY ADDED,CHANGED SEPTIC TO LOW STANDARD ROOF ASSEMBLY-240# NITROGEN I/A OWTS,AND ADDED FOOTPRINTS ARCHITECTURAL ASPHALT OR OF ADJACENT HOMES. RESUBMITTED FOR FIBERGLASS ROOF SHINGLES TO TRUSTEES REVIEW AND APPROVAL. 07 MATCH EXISTING OVER 30#ROOFING 10 FELT ON '/2"'CDX' PLYWOOD ROOF 14 19 20 08 25 01 37 q 09 SHEATHING (NO ALTERNATES WILL BE ACCEPTED FOR PLYWOOD ROOF 05 30 06 44 SHEATHING) OVER 2"X ROOF RAFTERS. SEE FLOOR PLAN FOR SIZE AND SPACING OF ROOF RAFTERS. 1111 11 1111 11 1ITI 1 11 111 TRIM SPECIFICATIONS: 10 4"VINYL CORNER BOARDS,4"VINYL FLOOR LEVEL WINDOW AND DOOR CASINGS, VINYL 0 RUNG TOP PLATE LEVEL 10"X 110" DECORATIVE COLONIAL 12.50 COLUMN ENCLOSURE OVER 4"X 4" 11 P.T. POST. VERFIY REQUIRED N COLUMN HEIGHT IN FIELD BEFORE APPROXIMATE GRADE LEVEL ORDERING OR CUTTING (TYPICAL). 10.00 DECKING ASSEMBLY-6"TREX 02 DECKING SPACED WITH ONE 12D NAIL 12 OVER 2"X P.T. DECK JOIST(SEE CONSTRUCTION PLAN FOR SPECIFICATION). Ln PROVIDE FALL PROTECTION: 36" HIGH VINYL RAILING WITH TOP AND 13 BOTTOM RAILS AND VERTICAL E SPINDLES. (MAXIMUM CLEAR `r OPENING TO BE LESS THAN 4" SELF ADHESIVE ICE BARRIER IN CAD File Name: TOSCANO REVISED 7.1ayout COMPLIANCE WITH SECTION R905.1.2 Drawn By: Edward Koenig 14 OF THE 2020 RCNYS. SEE THERMAL AND MOISTURE SPECIFICATIONS TYPICAL . Architect's Seal SIDING SPECIFICATIONS: E F 7" EXPOSURE CEDAR IMPRESSIONS A-12 DOUBLE 7"STRAIGHT EDGE A A-12 PERFECTION SHINGLES ON FRONT = � ? A-10 15 SCALE: 1/4"= 1'-0" ELEVATIONS AND SIDE RETURNS WITH 4" EXPOSURE VINYL LAP SIDING ON REAR ELEVATION AND SIDE ELEVATIONS. STANDARD ROOF ASSEMBLY-240# _.... ...- ARCHITECTURAL ASPHALT OR FIBERGLASS ROOF SHINGLES TO 17 MATCH EXISTING OVER 30#ROOFING RIDGE HEIGHT FELT ON'/z"'CDX' PLYWOOD ROOF 40.01 16 SHEATHING (NO ALTERNATES WILL BE ' �,�` �!;_.`�'� 12 01 ACCEPTED FOR PLYWOOD ROOF 5-3/4 SHEATHING) OVER 2"X 10" ROOF RAFTERS @ 16" O.C. OR TJI 110/9-1/2" ROOF RAFTERS @ 16" 04 O.C. CARM E L 2 X 12 ROOF RIDGE, CONTINUOUSLY HIL L co 17 VENTED. 16 18 DRY STAIL CK 2RETAINING WALL. SEE ARCHITECTS 14 CEILING TOP PLATE LEVEL 31.17 15 02 33 06 10 0 23 00 13 13 www.CARMELHILL.COM 12 FLOOR LEVEL .17 Architecture Firm: CEILING TOP PLATE LEVEL CA R�/I E L HILL ARCHITECTS EDWARD KOENIG - R.A., A.I.A. 11 415 LAKE AVENUE SOUTH NESCONSET, NY 11767-1848 35 17 05 631-277-3337 03 Website: www.CARMELHILL.com Email: CARMELHILL16@gmaii.com Project Title: FLOOR LEVEL TOSCANO RESIDENCE GARAGE CEILING L�� 3L TOM & CAROLINE TOSCANO 12.54 to 610 JACKSONS LANDING N MATTITUCK, NY 11952 PPROXIMATE FINIHSED GRADE EffEll TEH- HEEH EFUH DISTRICT91000 - - 10.0o SECTION 113 BLOCK 4 - LOT 8 02 32 31 Sheet Title LO ELEVATIONS GARAGE SLAB LEVEL 4.17 Drawing No. B 0 A-10 SCALE: 1/4" = 1'-0" Ami ELEVATION KEYNOTES Copyright of Architectural Drawings-These plans are protected by NO. NOTE federal law and are subject to copyright protection as an F17 CHIMNEY CAP WITH SPARK "architectural work"under section 102 of the copyright act, 17 A-12A-12 RIDGE HEIGHT 01 ARRESTOR IN COMPLIANCE WITH U.S.A. as amended December 1990 and known as Architectural SECTION R1003.9.2 OF 2020 RCNYS. Works Copyright Protection Act of 1990.These drawings are 40.01 EXISTING GRADE SLOPED AWAY provided as an instrument for construction for the construction FROM STRUCTURE 6" MIN. VERTICAL project at the address shown on the title block of the drawings and FOR 10'-0" HORIZONTAL RUN FOR 4'-0° they may not be used for any project other than that listed at the 01 02 MIN. HORIZONTAL LENGTH , IN address shown on the title block without the written consent and 16 COMPLIANCE WITH SECTION R401.3 compensation of the architect.This protection includes but is not OF THE 2020 RCNYS. limited to the overall form as well as the arrangement and 4" EXPOSURE VINYL SIDING TO"BEST composition of spaces and elements of the designs. Under such 04 03 MATCH" EXISTING. protection, unauthorized use of these plans,work or home represented, can legally result in the cessation of construction or CHIMNEY TO EXTEND 2'-0"ABOVE ANY buildings being seized and/or monetary compensation to Carmelhill ROOF SURFACE WITHIN 10'-0" Architects and/or Edward Koenig. 08 HORIZONTALLY AND SHALL NOT BE 04 LESS THAN 3'-0"ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASS NO. DESCRIPTION DATE CEILING TOP PLATE LEVEL THROUGH THE ROOF IN COMPLIANCE IJ 31.17 WITH SECTIONS R1003.9 AND 1003.18 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 OF THE 2020 RCNYS. 36" HIGH WROUGHT IRON RAILING 2 ISSUED FOR CONSULTING. 3-16-20 06 05 WITH 1/2"X 1/2"VERTICAL SPINDLES 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 @ 3-1/2" O.C. (MAXIMUM CLEAR CODES. 24 15 OPENING TO BE LESS THAN 4"). � CONTINUOUSLY VENTED SOFFIT WITH 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 11 34 09 04 00 06 ALUMINUM GUTTER 5 REVISED WETLANDS COVERAGE -20 10"X 10" DECORATIVE COLONIAL CALCULATIONS. 13 COLUMN ENCLOSURE OVER 6"X 6" <q> 7 P.T. POST. VERFIY REQUIRED 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 12 FLOOR LEVEL COLUMN HEIGHT IN FIELD BEFORE AND DRY STACK RETAINING WALL ELEVATION 23.17 ORDERING OR CUTTING (TYPICAL). (S-2) rL o SELF ADHESIVE ICE BARRIER. SEE 7 REVISED PER BOARD OF TRUSTEES 1-5-21 CEILING TOP PLATE LEVEL08 22.33 THERMAL AND MOISTURE RECOMMENDATIONS.50 FOOT NON-TURF SPECIFICATIONS. BOUNDARY ADDED,CHANGED SEPTIC TO LOW STANDARD ROOF ASSEMBLY-240# NITROGEN(/A OWTS,AND ADDED FOOTPRINTS ARCHITECTURAL ASPHALT OR OF ADJACENT HOMES. RESUBMITTED FOR FIBERGLASS ROOF SHINGLES TO TRUSTEES REVIEW AND APPROVAL. 15 10 MATCH EXISTING OVER 30#ROOFING FELT ON '/2" 'CDX' PLYWOOD ROOF 3027 26 29 28 10 0 09 SHEATHING (NO ALTERNATES WILL BE a, ACCEPTED FOR PLYWOOD ROOF 29 1 18 SHEATHING) OVER 2"X ROOF 11 ILL 05 RAFTERS. SEE FLOOR PLAN FOR SIZE AND SPACING OF ROOF RAFTERS. TRIM SPECIFICATIONS: 10 4"VINYL CORNER BOARDS,4"VINYL WINDOW AND DOOR CASINGS,VINYL FLOOR LEVEL LOUVERED SHUTTERS. 13.33 10"X 10" DECORATIVE COLONIAL COLUMN ENCLOSURE OVER 4"X 4" 11 P.T. POST.VERFIY REQUIRED 4 COLUMN HEIGHT IN FIELD BEFORE ORDERING OR CUTTING TYPICAL . DECKING ASSEMBLY-6"TREX 38 DECKING SPACED WITH ONE 12D NAIL 12 OVER 2"X P.T. DECK JOIST(SEE 20 00 CONSTRUCTION PLAN FOR 18 SPECIFICATION). PROVIDE FALL PROTECTION: 36" HIGH 5 VINYL RAILING WITH TOP AND 13 BOTTOM RAILS AND VERTICAL 02 SPINDLES. (MAXIMUM CLEAR E L. 4.5 SLAB LEVEL OPENING TO BE LESS THAN 4" 4.50 SELF ADHESIVE ICE BARRIER IN CAD File Name: TOSCANO REVISED 7.1ayout COMPLIANCE WITH SECTION R905.1.2 Drawn By: Edward Koenig 14 OF THE 2020 RCNYS. SEE THERMAL AND MOISTURE SPECIFICATIONS (TYPICAL). Architect's Seal SIDING SPECIFICATIONS: 7" EXPOSURE CEDAR IMPRESSIONS DOUBLE 7"STRAIGHT EDGE ' FE PERFECTION SHINGLES ON FRONT REARA-12 C ELEVATIONA-12 < 15> 15 ELEVATIONS AND SIDE RETURNS A-11 SCALE: 1/4"= V-0" WITH 4" EXPOSURE VINYL LAP SIDING ON REAR ELEVATION AND SIDE ELEVATIONS. STANDARD ROOF ASSEMBLY-240# ARCHITECTURAL ASPHALT OR . 17 FIBERGLASS ROOF SHINGLES TO MATCH EXISTING OVER 30#ROOFING ` S RIDGE HEIGHT FELT ON'/2"'CDX' PLYWOOD ROOF 40.01 16 SHEATHING (NO ALTERNATES WILL BE „Y 12 ACCEPTED FOR PLYWOOD ROOF 5-3/4(— sa /4 SHEATHINGRAFTERS @)6v 10" ROOF 0.C. OR 01 ► 16 TJI 110/9-1/2" ROOF RAFTERS @ 16" 04 0 17 2"X 12" ROOF RIDGE, CONTINUOUSLY CARMELHILL VENTED. 18 DRY STACK RETAINING WALL. SEE ARCHITECTS 14 DETAIL 1/A-2.5 CEILING TOP PLATE LEVEL 31.17 16 06 39 22 0 Co 9 03 www.CARMELHILL.COM 13 rL FLOOR LEVEL 23.17 Architecture Firm: CEILING TOP PLATE LEVEL 22.33 CARM ELH I LL ARCHITECTS EDWARD KOENIG - R.A., A.I.A. 415 LAKE AVENUE SOUTH 10 NESCONSET, NY 11767-1848 07 631-277-3337 21 13 11 Website: www.CARMELHILL.com 0) Email: CARMELHILL16@gmail.com 39 13 Project Title: FLOOR LEVEL TOSCANO RESIDENCE 13.33 TOM & CAROLINE TOSCANO 610 JACKSONS LANDING 05 �, MATTITUCK, NY 11952 APPROXIMATE FINISHED GRAD 917-440-0916 IV 10.00 DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 02 Sheet Title ELEVATIONS SLAB LEVEL 4.50 Drawing No. DI El EVATION A=11 A-11 SCALE: 1/4"= V-0" SECTION KEYNOTES Copyright of Architectural Drawings-These plans are protected by NO. NOTE federal law and are subject to copyright protection as an M 17 BLIND FLASH ALL INTERSECTIONS OF "architectural work"under section 102 of the copyright act, 17 T 01 HORIZONTAL AND VERTICAL AS PER U.S.A. as amended December 1990 and known as Architectural �►, ; �► TIll 11107 . ,�, ; ,, " .. 9 ; RIDGE HEIGHT RCNYS R903.2 Works Copyright Protection Act of 1990.These drawings are April 1011 18 12 12 40.01 DECKING ASSEMBLY-5/4"X 6"TREX provided as an instrument for construction for the construction by Weyerhaeuser I�I.Ili�tirl_T13 80� _ , v 4 1- ___15-314 DECKING SPACED WITH ONE 12D NAIL protect at the address shown on the title block of the drawings and Trus Joist°TJI®Joist Rafter Cut Detail 02 OVER 2"X 8" P.T. DECK JOISTS'TEKOED' they may not be used for any project other than that listed at the 19 TO 2"X 10" P.T. LEDGER BEAM BOLTED TO address shown on the title block without the written consent and STRUCTURE WITH 1/2" DIA. GALV. BOLTS @ compensation of the architect.This protection includes but is not z 06 V-6" O.C. "STAGGERED" limited to the overall form as well as the arrangement and 0 4" POURED CONCRETE FLOOR SLAB WITH composition of spaces and elements of the designs. Under such -'Roof Rafters 03 6"X 6"W1.4 X W1.4 W.W.F. ON 6 MIL protection, unauthorized use of these plans,work or home r I 2 0 I CONCRETE RATED POLY VAPOR BARRIER represented, can legally result in the cessation of construction or 20 Additional Blocking �.; \\ -Lateral Bracing at Bevel OVER 4"COMPACTED CRUSHED GRAVEL. buildings being seized and/or monetary compensation to Carmelhill as Required ';' �• .' F / GARAGE WALLS, BEAMS, AND CEILINGS TO Architects and/or Edward Koenig. 04 RECEIVE FULL COVERAGE 5/8"TYPE"X" GYPSUM BOARD TAPED AND SPACKLED. I Jill� s `\ `' / / , / CONTINUOUSLY VENTED SOFFIT WITH NO. DESCRIPTION DATE CEILING TOP PLATE LEVEL 05 ALUMINUM GUTTER ;;� ,,�. 31.17 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 CDX Plywood or OSB Each 06 2 X 4 STRONG BACKS (CONTINUOUS) 2 ISSUED FOR CONSULTING. 3-16-20 Side of Web. Fasten with 21 Minimum(8)8d (0.113"x 2.25") L. FOUNDATION WALL-8" POURED 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 CONCRETE FOUNDATION WALL 3500 PSI AT CODES. Nails or Larger 07 28 DAYS MIN. WITH#5 REBAR HORIZONTAL 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 AT TOP OF FOUNDATION WALL AND '.� 4" Minimum Heel Height - PROPOSED PROPO PROPOSED CONTINUOUS AT CORNERS. 5 REVISED WETLANDS COVERAGE 10-2-20 v IIJ ''``"_ 9 BEDROOM#4 13AI3 BEDROOM#5 16"X 8" POURED CONCRETE FOOTING 3500 CALCULATIONS. --Continue Reinforcement a ( Minimum of 2" Past Top of 23.17 PSI AT 28 DAYS MIN. WITH (2)#5 REBAR Rafter Cut 22 08 BEARING ON UNDISTURBED VIRGIN SOIL. 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 ( 1 1 1 1 REBAR CONCRETE COVERAGE TO BE 3 AND DRY STACK RETAINING WALL ELEVATION t JJill FLOOR LEVEL MIN.. (S-2) --2x4 Minimum ;; ; „ 0 4" POURED CONCRETE FLOOR SLAB WITH 7 REVISED PER BOARD OF TRUSTEES 1-5-21 CEILING TOP PLATE LEVEL NOTE: The connections in this tech �' 22 33 6"X 6"W1.4 X W1.4 W.W.F. OVER 4° RECOMMENDATIONS.50 FOOT NON-TURF Allowable TJI®Joist Rafter Cut End Reaction bulletin are intended to reinforce TJI 09 COMPACTED CRUSHED GRAVEL. PITCH BOUNDARY ADDED,CHANGED SEPTIC TO LOW ® f Slope Joist end reactions and not to be used 23 FLOOR SLAB 1/8" PER FOOT TOWARDS NITROGEN I/A OWTS,AND ADDED FOOTPRINTS Roo GARAGE DOORS. OF ADJACENT HOMES. RESUBMITTED FOR Depth TJI Series 6/12 to'112 8112 to 9/12 10112 to 11112 12112 for thrust loads at the rafter heel. 4"X 4" P.T. POST OVER 12" DIA. POURED TRUSTEES REVIEW AND APPROVAL. 110 870 1,020 1,130 1,220 14 10 CONCRETE PIER BEARING ON VIRGIN SOIL 9'/Z' 210 945 1,110 1,235 1,330 3'-0" DEEP MIN. PROVIDE FALL PROTECTION: 36" HIGH 230 945 1,110 1,235 1,330 PROPOSED VINYL RAILING WITH TOP AND BOTTOM 110 1,020 1,215 11360 1,395 PROPOSED11 210 1,085 1,285 1,445 1,490 STUDY-FAMILY CLEAR AND VERTICAL SPINDLES. (MAXIMUM 11 Val, 230 1,085 1,285 1,445 1,535 ROOM CLEAR OPENING TO BE LESS THAN 4" . 360 1,115 1,325 1,485 1,56012 (2)2"X 10" P.T. BEAM 560 1,345 1,595 1 790 1,870 24 110 1,160 1,385 1,395 1,395 EXISTING GRADE SLOPED AWAY FROM 210 1,215 1,450 1,490 1,490 FLOOR LEVEL STRUCTURE 6" MIN.VERTICAL FOR 10'-0" 14" 230 1,215 1,450 1,535 1,5350 13 HORIZONTAL RUN FOR 4'-0" MIN. blI��NG TOP PLATE LEVEL HORIZONTAL LENGTH , IN COMPLIANCE 360 1,220 1,455 1,560 1,560 560 1,495 1,780 1,870 1,870 12.54 WITH SECTION R401.3 OF THE 2020 RCNYS. 210 1,325 1,490 1,490 1,490 INTERIOR WALL ASSEMBLY- 1/2" GYPSUM 230 1,325 1,535 1,535 1,535 11 14 BOARD OVER 2"X 4"WOOD STUDS @ 16" 16' 360 1,325 1,560 1,560 1,560 1 j 15 15 O.C. COVERED WITH 1/2" GYPSUM BOARD. 560 1,640 1,870 1,870 1,870 STRUCTURAL BEAM. SEE FOUNDATION 1 1 PROPOSED 15 PLAN FOR SIZE AND SPECIFICATION. General Notes 13 I I CELLAR ag ■ 21/"minimum end bearing required. 25 COLUMN PAD. SEE FOUNDATION PLAN FOR ■ Reactions may not be increased for duration of load. 0 16 SIZE AND SPECIFICATION. ■ Reinforcement must extend 2"beyond the top of the rafter cut as shown above. ■ Bold italic cells r(quire redesign of TJI®joist for the reduced reaction capacities shown. 26 17 2"X 12" ROOF RIDGE, CONTINUOUSLY 07 VENTED. i 2"X4" CO 16"O.C. ,_.. : ,,,.., ; :,...,•.: .:: :.: .....,:..; 4.50 CAD File Name: TOSCANO REVISED 7.1ayout SLAB LEVEL 18 COLLAR TIES @ 03 �_ _ _ J STANDARD ROOF ASSEMBLY-240# Drawn By: Edward Koenig ARCHITECTURAL ASPHALT OR `O FIBERGLASS ROOF SHINGLES TO MATCH 08 16 16 EXISTING OVER 30#ROOFING FELT ON 1/2" Architect's Seal CONTACT US ■ 1.888.iLevel8 (1.888.453.8358) ■www.iLevel.com 19 'CDX' PLYWOOD ROOF SHEATHING (NO L,ww SECTION lj� APROXIMATE GRADE LEVEL ALTERNATES WILL BE ACCEPTED FOR a_ Weyerhaeuser,iLevel,TJI,and Trus Joist are registered trademarks of Weyerhaeuser NR.©2011 Weyerhaeuser NR Company.All rights reserved. E 0.00 PLYWOOD ROOF SHEATHING) OVER 2"X Ct A-12 SCALE: 1/4"= 1'-0" 10" ROOF RAFTERS @ 16"O.C. OR TJI 110/ ,cu,' :•�� -.'_.•-,,. 'C fY 9-1/2" ROOF RAFTERS 16" O.C. Ci'�° �-r/� ROOF TO RECEIVE SELF ADHESIVE ICE BARRIER FROM INSIDE EDGE OF EXTERIOR WALL TO 2'-0" UP ROOF IN COMPLIANCE yl- WITH SECTION R905.1.2 OF THE 2015 IRC. 20 EXTEND ICE BARRIER FOR CONTINUITY TO r^ .� FASCIA BOARD AND GUTTER ASSEMBLY. 17 SEE THERMAL AND MOISTURE V RIDGE HEIGHT SPECIFICATIONS (TYPICAL). 18 40.01 CEILING ASSEMBLY-TJI 110/ 11-7/8" 12 12 CEILING JOISTS @ 16"O.C. WITH 8-1/4" R-30 5-3,4 F 5-3/4 21 KRAFT PAPER BACKED FIBERGLASS INSULATION BATTS BETWEEN JOISTS 19 COVERED WITH'/z"GYPSUM BOARD. NEW EXTERIOR PERIMETER WOOD FRAME SEE CARM E L H I L L 06 b ELEVATIONS c WALL TFOR MRUCT BFG.AND LSPEC )SIDINGOVER ARCHITECTS L) -1 'TYVEK' HOUSE WRAP OVER 1/2" EXTERIOR 20 I 22 EQUGRAAL) 2"1X 6"WOOD STUDS @ 16" O.C. WITH 5-1/2" R-21 KRAFT PAPER BACKED FIBERGLASS INSULATION BATTS BETWEEN STUDS COVERED WITH 1/2" CEILING TOP PLATE LEVEL GYPSUM BOARD. 31.17 FLOOR ASSEMBLY: 3/4" "CDX"TONGUE AND r GROOVE PLYWOOD FLOOR SHEATHING 23 GLUED AND SCREWED OVER 2"X 10" 05 FLOOR JOISTS @ 16 O.C. COVERED WITH 1/2"GYPSUM BOARD. FLOOR ASSEMBLY: 3/4""CDX"TONGUE AND 21 PROPOSED PROPOSED PROPOSED - GROOVE PLYWOOD FLOOR SHEATHING MASTER BEDROOM CLOSET MASTER GLUED AND SCREWED 01 BATHROOM °° 24 FLOOR JOISTS @ 6'" O.00. WITH 8-1/4" R-30 KRAFT PAPER PACKED FIBERGLASS www.CARM ELH I LL.COM FLOOR LEVEL INSULATION BATTS BETWEEN JOISTS. 11 23.17 2"X 36" R-10 PERIMETER RIGID FOAM INSULATION BOARD"FORMULAR 150"AS Architecture Firm: JL26 MFG'D. BY OWENS CORNING EXTENDING 02 CEILING TOP PLATE LEVEL TO TOP OF SLAB IN COMPLIANCE WITH CARM ELH I LL ARCHITECTS 0 SECTION RN 1102.2.10 22.33 EDWARD KOENIG - R.A., A.I.A. 12 415 LAKE AVENUE SOUTH NESCONSET, NY 11767-1848 631-277-3337 Website: www.CARMELHILL.com 23 PROPOSED PROPOSED � Email: CARMELHILL16@gmail.com BEDROOM KITCHEN 14 Project Title: FLOOR LEVEL 22 13.33 TOSCANO RESIDENCE rL CEILING TOP PLATE LEVEL 0ll 12.50 TOM & CAROLINE TOSCANO 610 JACKSONS LANDING MATTITUCK, NY 11952 917-440-0916 24 15 15 DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 07 PROPOSED PROPOSED o GARAGE 04 CELLAR 1 AR 00 Sheet Title r`= 26 13 SECTIONS 09 SLAB LEVEL 4.50 10 03 08 Drawing No. At FA=12 A-12 SCALE: 1/4" = V-0" JOIST NOTCHING AND BORING LIMITATIONS LOAD BEARING STUD NOTCHING AND BORING LIMITATIONS ALL STRAPPING TO BE INSTALLED 16" Copyright of Architectural Drawings-These plans are protected by JOIST SIZE MAX. HOLE MAX.NOTCH DEPTH MAX.END NOTCH STUD SIZE MAX. HOLE MAX.NOTCH DEPTH O.C. UNLESS OTHERWISE NOTED federal law and are subject to copyright protection as an 2"X 4" NONE ALLOWED NONE ALLOWED NONE ALLOWED 2"X 4" 1-3/8" 7/8" "architectural work"under section 102 of the copyright act, 17 2"X 6" 1-1/2" 7/8" 1-3/8" 2"X 6" 2-3/16" 1-3/8" EACH WALL STUD SHALL BE CONNECTED U.S.A. as amended December 1990 and known as Architectural 2"X 8" 2-3/8" 1-1/4" 1-7/8" 2"X 8" 2-7/8" 1-13/16" TO THE GIRDER BELOW WITH BY ANY OF Works Copyright Protection Act of 1990.These drawings are 2"X 10" 3" 1-1/2" 2-3/8" NOTE:IF HOLE IS BETWEEN 40%AND 60%d OF STUD DEPTH,THEN STUD THE STRAPS SHOWN ABOVE.A provided as an instrument for construction for the construction 3-3/4" 1-7/8" 2-7/8" MUST BE DOUBLED AND NO MORE THAN TWO SUCCESSIVE STUDS ARE CONTINUOUSLY CONNECTED PATH MUST FOAM BAFFLE CHUTE VENT project at the address shown on the title block of the drawings and DOUBLED AND SO BORED. BE PROVIDED FROM THE STUD TO THE they may not be used for any project other than that listed at the AVOID SQUARE CORNERS NON-LOAD BEARING STUD NOTCHING AND BORING LIMITATIONS H2A-UPLIFT CONNECTOR GIRDER BELOW. BETWEEN RAFTERS address shown on the title block without the written consent and IN NOTCHES AND HOLES STUD SIZE MAX. HOLE MAX. NOTCH DEPTH (TYPICAL) 1"RIGID FOAM INSULATION compensation of the architect.This protection includes but is not 2"X 4" 2-1/8" 1-3/8" ALL STRAP STOCK NUMBERS SHOWNROUGH CUTAROUND limited to the overall form as well as the arrangement and 2" MAX. LENGTH = D/3 X 6" 3-5/16" 2-3/16" ARE FROM SIMPSON STRONG TIE ALL STRAPPING TO BE INSTALLED 16"O.C. composition of spaces and elements of the designs. Under such D/6 Ii D/4 MAX. 2"X 8" 4-3/8" 2-7/8" ¢° UNLESS OTHERWISE NOTED CONNECTORS" pe rotction, unauthorized sented, can legally result in the theseplans,cessation construction or work l` l` VENTILATION CHUTE.AIR SEAL PERIMETER WITH EXPANDING 2" MIN FROM TOP ° A CONTINUOUSLY CONNECTED PATH MUST ® FOAti1 SEALANTUNUMMU buildings being seized and/or monetary compensation to Carmelhill AND BOTTOM OF 25%d MAX. DEPTH OF STUD 0%MAX.DEPTH OF STUD BE PROVIDED FROM THE STUD TO THE CS16 CS20 COIL STRAP WITH 12" MINIMUM Architects and/or Edward Koenig. D /3 MAX. O D/3 MAX. BEARING ON STUDS INSULATION BETWEEN D/4 MAX. JOIST D/6 MAX. y�y, GIRDER BELOW. -Ai ENDS BORED HOLE AND NOTCHES BORED HOLE AND NOTCHES CEILING JOISTS NOT LOCATED IN SAME MAY NOT LOCATED IN SAME ALL STRAP STOCK NUMBERS SHOWN ARE A35F 18 GAUGE PLATE CONNECTORS ® NO. DESCRIPTION DATE O /MAY CROSS SECTION OF STUD O i CROSS SECTION OF STUD FROM "SIMPSON STRONG TIE 12"O.C. MAX. CONTINUOUS BEAD OF OUTER 1/3 OF SPAN MIDDLE 1/3 OF SPAN OUTER 1/3 OF SPAN BORED HOLE MAX. DIA.NOT TO BORED HOLE MAX.DIA.NOT CONNECTORS" 1" RIGID FOAM BOARD CAULK SEALANT 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 PW J EXCEED 40%OF STUD DEPTH. TO EXCEED 60%OF STUD INSULATION VERTICALLY. BORING AND NOTCH ING NO NOTCHING HERE BORING AND NOTCHING MAINTAIN 5/8"MIN.FROM EDGE DEPTH.MAINTAIN 5/8"MW. PS418 (UPLIFT CONNECTOR) FOAM SEAL GAPS INSULATION BETWEEN 2 ISSUED FOR CONSULTING. 3-16-20 ALLOWED BORED HOLES ALLOWED OF BORING TO EDGE OF STUD. FROM EDGE OF BORING TO ALLOWED EDGE OF STUD. WALL STUDS 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 NOTE: D= DEPTH OF JOIST(INCHES) TYPICAL RAFTER TO WALL WALL TO GIRDER CONNECTION DETAIL CODES. LOAD BEARING STUDS NON-LOAD BEARING STUDS 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 1 LIMITATIONS 2 3 4 A-14 NOT TO SCALE A-14 NOT TO SCALE A-14 NOT TO SCALE A-14 SCALE: 1"= V-0" 5 REVISED WETLANDS COVERAGE 10-2-20 CALCULATIONS. OP PLATE ALL STRAPPING TO BE INSTALLED 16"O.C. DOOR AND WINDOW HEADER 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 ROOF FRAMING PUCE LENGT 110 MPH FASTEST- CONNECTION SPAC ING 12 16 �22,4,CS20 COIL STRAP(UPLIFT CONNECTOR- MILEwINDBPEED (STUD SPACING A INCHES) FASTENING SCHEDULE AND DRY STACK RETAINING WALL ELEVATIONA CONTINUOUSLY CONNECTED PATH MUST BE ROUGH OPEN ING FRAMING REQUIREMENTS FORDOUBLE TOP PLATE TYPICAL AT ALL KING STUD TO TOP PLATE MULTIPLIER 1.00 1.33 WINDOW OPENINGS(IN ACCORDANCE WITH WOOD (S-2) WALL HEIGHT FUNIT RAMING PROVIDED FROM THE STUD TO THE GIRDER FRAME CONSTRUCTION MANUAL 2018 EDITION) 1-1/4 X 20 GAUGE STEEL COILED STRAP _ CONNECTIONS) 12' MIN. BEARING ON STUDS (FT) FRAMING LOADS 8•-0" 171 BELOW. ALL STRAP STOCK NUMBERS #CS20 AS MFG'D. BY SIMPSON (12" MIN. 7 REVISED PER BOARD OF TRUSTEES 1-5-21 ALL STRAPPING TO BE INSTALLED 16"O.C. 10'-0• 213 NOTATION A i B C D E F BEARING ON STUDS RECOMMENDATIONS.50 FOOT NON-TURF iv UNLESS OTHERWISE NOTED.A CONTINUOUS 12.0: 284 SHOWN ARE FROM SIMPSON I ) ROUGH BOUNDARY ADDED,CHANGED SEPTIC TO LOW STRONG TIE CONNECTORS" OPENINGS NITROGEN I/A OWTS,AND ADDED FOOTPRINTS CONNECTED PATH MUST BE PROVIDED FROM 16'-0" 317 STUD WALL ABOVE z'-o" z (1)2^xa" , 1 1 , I OF ADJACENT HOMES. RESUBMITTED FOR HEA E THE STUD TO THE GIRDER BELOW.ALL STRAP 18'-o' 350 4'-0• 4 (1)2"x4" 2 2 2 2 NO STRAPPING REQUIRED WHEN _ TRUSTEES REVIEW AND APPROVAL. STOCK NUMBERS SHOWN ARE FROM"SIMPSON 20'-0" 383 H2A OR MTS30 UPLIFT 6'-o (2)2-x< COLLAR TIES ARE 16"O.C. Q STRONG TIE CONNECTORS" CONNECTOR(TYPICAL) 6 OR a 3 3 3 H2A OR MTS3 1.TABULATED FRAMING LOADS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.85 FOR (1)2"x6' ONE H2.5a STRAP EACH SIDE OF JOIST UPLIFT CS20 COIL STRAP(UPLIFT CONNECTOR- FRAMING NOT LOCATED WITHIN T-0"OF CORNERS FOR BUILDINGS LESS THAN 30'-0" IN CS20 COIL STRAP(UPLIFT 8 0 (2)2•x4' I WITH (3)8d COMMON NAILS @ EACH CONNECTOR AT TYPICAL ATALL HEADER TO JACK WIDTH (W), OR WITHIN W/10 OF CORNERS FOR BUILDINGS GREATER THAN 30'-0" IN CONNECTOR-TYPICAL AT 8 OR 3 3 3 3 _ _ END OF STRAP AS MFG'D. BY SIMPSON 10'-0' 10 (2)2'x6• 4 4 4 4 2"X 4" COLLAR TIES 16"O.C. 1/3 ° KING—/, EACH RAFTER AND CONNECTIONS) 12"MIN. BEARING ON STUDS WIDTH. ALL HEADER TO JACK 12•-0" ,z r2)2.. 5 4 s a DOWN BETWEEN RIDGE AND CEILING °O S D STUD(TYPICAL) CONNECTIONS)WITH 12" NOTATION: JOISTS (PROVIDE 2"X 6" RAFTER TIES o H2.5A- UPLIFT CONNECTOR CS20 COIL STRAP(UPLIFT CONNECTOR) 2.TABULATED FRAMING LOADS ARE SPECIFIED IN POUNDS PER LINEAR FOOT OF WALL.TO MIN. BEARING ON STUDS TA-NUMBER OF ABLE 6A AGGE3dsAILS@EACH END OFSTRAPPINGS(TABLE37,PAGE157)8 (TYPICAL) TYPICALATALL STUD TO BOTTOM PLATE AND DETERMINE CONNECTION REQUIREMENTS, MULTIPLY THE TABULATED UNIT LATERAL @ 32 O.C.AS REQUIRED TO MAINTAIN B-NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS)(TABLES MAXIMUM CLEAR ATTIC CEILING RIM JOIST CONNECTIONS) 12" MIN. BEARING ON FRAMING LOAD BY THE MULTIPLIER FROM THE TABLE BELOW CORRESPONDING TO THE STHD14 OR STHD14RJ 3 23B,PAGE 193) + + + + ALL STRAPPING TO BE INSTALLED STUDS SPACING OF THE CONNECTION. (UPLIFT CONNECTOR) C-NUMBER OF FULL HEIGHT KING STUDS @E.ACHSIDE OFHEADER(TABLES + + + + HEIGHT OF 4'-5") o NO UP IFT--1 3.23C,PAGE 193) 16 O.0 ��ONNEg�jTOR STHD14RJ OR STHD14 TIE DOWN (UPLIFT DDED 14" INTO D-NUMBER OF red NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END REQUIRED �IMIL CONNECTOR)TYPICAL AT CORNERS OF 3.TABULATED FRAMING LOADS ASSUME A MEAN ROOF HEIGHT OF 33'-0". FOR MEAN ROOF CO ETE (TYPICAL AT OF HEADER @ EACH SIDE(TABLE 37,PAGE 157)8(TABLE iPAGE 316) FLAT CEILING RIDGE BUILDING,AT ENDS OF SHEARWALLS,AND HEIGHTS OF 15'-0" OR LESS,THE TABULATED VALUES SHALL BE PERMITTED TO BE RNERS OF BUILDING E-NUMBER OF JACK STUDS@ EACH END OFHEADERS(TABLES3.22F,PAGE191) 2"X FLOOR JOISTS ASSUME DOUBLE HEADER r,—�]:,rEACH SIDE OF DOOR OR WINDOW OPENINGS MULTIPLIED BY 0.80. AND AT ENDS OF F-NUMBER OF led NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO END OF 6'-0"WIDTH OR MORE SHEARWALLS) OF SILLS)@ EACH SIDE(DOES NOT APPD TO DOORS)(TABLES 3 8,PAGE 157)8 (TABLE BA,PAGE 316) FRAMING AND UPLIFT CONNECTION 4 TABULATEDUNIT LAT RAL WHEN CALCULATING LOADBY12OFFTHE AL LOADS FOR pHEADER GR E/RISPAN (FT.)ULTIPLYTHE WINDOW AND DOOR HEADER 5 WINDOW AND DOOR OPENING 6 7 s 9 A-14 SCALE: NOT TO SCALE A-14 SCALE: NOT TO SCALE A-14 NOT TO SCALE A-14 SCALE: 1/2"= V-0 A-14 NOT TO SCALE 4' 4' 4' 4' PLYWOOD SHEATHING NAILING SCHEDULE ABU66Z POST BASE ASSEMBLY ft I I DESIGN NOTE: ROOF SHEATHING WALL SHEATHING DESIGN LENGTH SHEATHING AS PART OF PERFORATED CAD File Name: TOSCANO REVISED 7.1ayout WASHER SUPPLIED WITH ASSEMBLY n� G "v 0 0 0 0 0 0 ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 LENGTH NOTE: SHEARWALLS OR SHEAR WALL SEGMENT SHEATHING AS PART OF PERFORATED _ Drawn By: Edward Koenig ® FIELD 12"O.C. 12"O.C. 6" O.C. 12"O.C. 12"G.C. SHEARWALL OR SHEAR WALL SEGMENT TO TO.)SHALL BE CONTINUOUS FROM SILL 1/2 GALV.ANCHOR BOLT IMBEDDED a e (S.W.S.)SHALL BE CONTINUOUS FROM SILL TO TO TOP PLATE OR ADEQUATELY BLOCKED AT a IN POURED CONCRETE SUPPORT PIER EDGE 6"O.C. 6" O.C. 6" O.C. 6" O.C. 6"O.C. TOP PLATE OR ADEQUATELY BLOCKED AT JOISTS. Architect's Seal a I JOISTS.a a A. ALL 1/2" EXTERIOR PLYWOOD SHEATHING TO BE SECURED HOLD DOWNS REQUIRED ATALL FOURPOURED CONCRETE PIER „ 2 2 1 2 WITH 8d COMMON NAILS OR 10d BOX NAILS. PATTERN AS CORNERS OF STRUCTURE UNLESS 6"X 6"POST O O O O INDICATED ABOVE HOLD DOWNS REQUIRED AT ALL FOUROTHERWISE NOTED. SEE CONSTRUCTIONCORNERS OF STRUCTURE UNLESS DETAIL0 OTHERWISE NOTED, SEE CONSTRUCTIONc B. FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENT., DETAIL II , ABU44Z POST BASE ASSEMBLY ® 0 REFER TO"WFCM 2001 NAILING SCHEDULE" ON TITLE SHEET. \Ij I \. -r'- f� ) WASHER SUPPLIED WITH ASSEMBLY \SOILD BLOCKING It IfJ 5r,-., 3/8"PLYWOOD SHEATHING WITH 8d COMMON f\ If l � O NAILS 6" O.C. ON THE EDGE AND 12"O.C. \ \ \ PLYWOOD SHEATHING WITH 8d COMMON I� 1/2" GALV.ANCHOR BOLT IMBEDDED ® ° @ @ �� NAILS 6 O.C. ON T " . e IN THE FIELD @ HE EDGE AND @ 12 O.C. ..� IN THE FIELD r d IN POURED CONCRETE SUPPORT I 0 O2 O3 O3 O2 ® b u PIER HOLD DOWN HOLD DOWN a a■ GABLE ROOF GREATER THAN GABLE ROOF GREATER THAN POURED CONCRETE PIER 10 DEG. PITCH,45 DEG. (MAX.) 10 DEG. PITCH,45 DEG. (MAX.) 4"X 4"POST I I 10 DETAIL 11 12 13 CARMELHILL A-14 NOT TO SCALE A-14 NOT TO SCALE A-14 NOT TO SCALE A-14 NOT TO SCALE ARCHITECTS t www.CARMELHILL.COM Architecture Firm: _ CARMEL HILI ARCHITECTS EDWARD KOENIG - R.A., A.I.A. SIDING Table A—End Support 1%2" hole ASE MOLDING 415 LAKE AVENUE SOUTH Minimumatdistance from edge of hole to inside face of nearest end su0non N ES CO N S ET, NY 11767-1848 lois[ TJI® AoundHoleSize Soma" IectangularHoleSize maybe cut FINISH FLOORING OVER MEMBRANE ATTACHED WITH SOLVENT Depth 2" 3 4° 6h" ah" 11" 13" 2" 3" 4" S.A. ah" „ ,3 Min, distance from TableA Min. distance from Table B ROUGH FLOOR SHEATHING 631-277-3337 BASED ADHESIVE AT WALL No r-o I r:b.. g'-o 5'-0 r-0" : )'-6 2'-6" 4'-6".i...........i.•...... anywhere In 210 1'A' 1'-6` 2'-6" 5'-6" ,'-o" 2'-0" ;,2'-6• 5•.0' ,J Website: WWW.CARMELHILL.com 9'h" 130 1'-6' 2'-0" 2'-6' 15'-6' )'-0" 2'-0' 3'-0' 5'-0- i I •M Web O u t S I d e O f SOLVENT BASED ADHESIVE iso r-s : r-o" : 3'-0" s'-o" r-6" 2.6" ' 3'-s : 5'-6' WITHIN 3"OF CORNER 560 F-6' T-6- T-6` 7'-0' 2'-0• T-0' 4'-0• i fi'-o i D hatched zone FULL STRINGER Email: CARMELHILL16@gmail.com 110 1'-0° I'•0" ! 1'-5' 2'-6' 5'-6" 1'-9" i'-6° 2'-0" 4'-6' fi'-0' 0 NOT cut holes • .. 2 6 5 D 210 P-0• 1'-6' 2'-0' 3'-0" r MIL DURADECK ULTRA 1,h 230 r:o _. 6_.....Z;o__.30 6 6 .�,_o,._ Z o� T-6- 60 5 fi ,_o: — in cantilever 79.61r-d. EQUALLY SPACED CAULK TO EMBRANE,ATTACHED WITH 3/4" MIN OVERLAP, iso is , z m ; 3 0 4'-6" ' 7 0' r-s 2 6" ; 3 6 s'-6" . T-6- FLEXIBLE I ; 569 1'-6 2 6' 3'-0" 5'-6' In-O" 2'-6 3 6' 4'-6- T-0` a o• re/nforcement. Jl I °R °°°a WATER BASED ADHESIVE SEAM HEAT WELDED1 . 6 - ' h AJb 0 611 NO VARIATIONS Project Title: PREVENT CREASE IN SOLVENT BASED Ito 1'-0' I'-0' 1'-0" ,'-6' 3'-0" 5'-6' 1-0 1-0 1-6 : 3'-6' 6'-0" j a'-o" WATER PROOFS ADHESIVE WITHIN 3" 230 r-o.', ro r-D r-o" .,3'-6,; s'-o,i r-o r-0' 2'-0' 4'-0' 6'-6" i e'-6--.,__- GREATER THAN 3/8" SLOPE: 2/o MIN. ,4 23o r-o ,o i'o 2-6' 4 0 7.0' i'-0 i 0 , z o ` ;'o ' 7 0 9 0 MEMBRANE OF EDGE 369 i-a 1 0 ` I s a-0" I s s e'.o" i'o 1 s" ;,.i-s" ° s o a-o a-6` ' 3/4"MIN.TO 1-1/4" TOSCANO RESIDENCE (1/4"PER FOOT) 569 ,'-0 I 0 2 0 4-fi' ; 6 6 9'-9 I ,'6 3 9" : 4 9" ° 7 9" 9 9" °19.9' 61r Lt 2 x Dl D1 Closely grouped round L2 2 x L2 Dz 6" 6" Do not cut MAX.NOSING 219 I'-0' 1'-0' I'-D" 1'-0" 2'-6' . 3'-6' 16'-0" ,'-0' ,'-0' ,'-0" i 3'-0" 6'-6• i e'-o• n'-o° PROJECTION. NO TOM & CAROLINE TOSCANO 239 1'-0' 1'-0` 1'-0" 1'-6` 3'-0" 4'-0' T-0' 1'-0• 1'-0' { ,'-0` 13'-6' i 7'-0' 9'-0" : 11'-0• No field minimum holes are permitted if minimum Ni field holes larger VARIATION 369 l'-0' . 1'-0• I'•0. 2'-6° . 4'-fi' 6'-6" I B'-D" 3'-o• ,,-o• ' �'-6" ; 5'-9" l 9'-9• I)9'-9" :II'•6' 610 JACKSONS LANDING METAL DRIP EDGE, 569 FC- 1'-o. ;-o, 2'-V :_9' 7'-6' 10'-0' 1'-9" 2':9• : 3i-0� 1 6<fi io'-0,I i1'-a" 12'.0 cut holes (applies to all the group perimeter cut holes than 1%"in GREATER THAN 3/8" MEMBRANE ATTACHED TableB—IntermediateorCantilever Support DO NOT cuter in hatched holes except meets requirements for in hatched cantilever MATTITUCK, NY 11952 LEDGER BOARD BOLTS. WITH SOLVENT BASED Minimum distance from edge of hole to Inside face of nearest intermediate or cantilever supped SEE LE R BOARD— \2"X TAPERED S IPS GLUED Joist J" Round Hole Size Square or Rectangular Role Size notch flange. zone knockouts) round or square holes zone NO VARIATION 917-440-0916 ADHESIVE TO METAL Depth z^ 3" 4° GIA' SIN' n• 13" 2" 3' 4" Ph" arh" 11" 13" 9" MIN. GREATER THAN 3/8" SPECS. AND SCREWED T JOISTS 1ta r-o 2'-fi' 3'-6" T-6' 1•-6' 2'-6' ; 3'-6" i 6-6" ; DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 219 r-o ; z-s" 3'.6- s'9" ro" 3'D 4 0" r-6 LOAD BEARING STUD NOTCHING AND BORING LIMITATIONS o o SOFFIT BLOCKIN S'h" 230 2'-6,.; 3'-0' 4 0 B'-6' _ 2'-0' 3-6' 4'-s• r6• i ; 25/o MAX. DEPTH OF 40/o MAX. DEPTH OF 360 3'-0' 4'-0" 5'-6' 9'-0' 3'-0' 4'-6' , 5'-6" 8'-0° ' } STUD MAX. MAX STUD .. ....•......... i.. SIZE HOLE NOTCH DEPTH /STUD / ONTINUOUS PVC CLIP 560 3'-6' ? 5'-0• I 6'-0" 10'-0" 4'-0" 5'-6' 6'-6' ; 9'-0` 2"X 4" 1-3/8" 7/8" �( �C FULL COVERAGE 1/2" Ito r-o' ' Iw" r-s 4-0" s'-s" r-o" r-6" 2-6' r-o" s'-s 2"X 6" 2-3/16" 1-3/8" BORED HOLE AND NOTCHES GYPSUM BOARD O Sheet Title 210 r-0' ! 1'-D• 2'-0' 4'-6' T-0• ' ,-o z-o T-0. 1 s'-o• 10'-0"i BORED HOLE AND JOIST HANGER nr," 239 r-o' : 2'-a`, 2.6' 3 5'_0" 10'-0'„ 1'-0' 'T-6" 3'-6" 0'-6' 10'-6"4 2"X 8" 2-7/8" 1-13/16" MAY NOT LOCATED IN SAME BOTTOM OF STAIRS NOTCHES MAY NOT / 3sa z'-o' 3-0 4 0 7.0' 11 0' 2'-0" 3.6' 5'0' 9 6' 11 0 ; OSS SECTION OF STUD 560 1'-6• 3'0' ° 4 6 8'-0' 12 0• 3'-0" /-6` : 6 0" ]0 6' "0 0 0 O CROSS O LOCATED IN SAME CROSSDETAILS 3/4" BC-GRADE TONGUE AND GROOVE 110 r-0' ,'-0' 1-0 2'-0" 4'-6' 8'-6' I'-0' , 1'-0' ; 1'0' s'o i 91-01 i 1r-o NOTE: IF HOLE IS BETWEEN 40/o AND 60/o OF STUD DEPTH, SECTION OF STUD STRINGER 210 r-o r-i E'•o i i'-s ' s'-e„ 9's" i'-o" i'-o z'-o':, 6'-0 ;Io'-o 13'-0 ,. THEN STUD MUST BE DOUBLED AND NO MORE THAN TWO PLYWOOD GLUED TO JOISTS , WITH 3/32" 14" 230 .V-0-.__1 0-_ 1-0_.....3 @q..!.@�..__1P:§......._..___ �.._i._�:4".:.3"6'..__fi,"§.-;_!0.1.13 4;'I_........ 360 1=0 1-0 : 2-0 5-s a=6 12-6 ,-0 2-6 4-0 9-0 :12-014-6 SUCCESSIVE STUDS ARE DOUBLED AND SO BORED. BORED HOLE MAX. DIA. BORED HOLE MAX. DIA. TREADS AND RISERS GAP PROVIDED AT ENDS AND EDGES 0 560 "i'-o ` r-o" 'r-s ' s'-6" 9'-6' 13'-6°' 1'-0" 3'-0' r-o" ;Io'-D '13'-s" Is-o"' NOT TO EXCEED 40% OF ° PANEL FOR EXPANSION/CONTRACTION AND 210 ,'-D" r-0 I':o_ F-0' • T.6' 6'-0` 10'-0" P-o• V-0" ,r„r-o 4'-6�,µ)o'.0' 12•-6• ,�6'-0' NOT TO EXCEED 60/o OF WEDGED AND GLUE 2” l'-0 1 0` I 0 ,'-6' 4-0' 6'-6" 11'-0" 1'-0 1-0• I 0 5'-0" ]0 6 13•-6" 16'-6• STUD DEPTH. MAINTAIN STUD DEPTH. MAINTAIN INTO STRINGER SHRINKAGE OF FRAMING 16" 369 r-D 1 9" : I D 3'-0' 6'.6- 10'-0° 13-6' 1'-0 r-o z-0. `. r-s" 13 a ; Ir-o' NON-LOAD BEARING STUD NOTCHING AND BORING LIMITATIONS -0 .-0.Is-o r-a' ' 1'-0' 3'-6' 9'-0" :14'-6' 16'-0` 'is'-o STUD SIZE MAX. HOLE MAX. NOTCH DEPTH 5/8" MIN. FROM EDGE OF 5/8" MIN. FROM EDGE OF Leave/8'ofweb(minimum)at top and bottom of hole.DO NOT out joist flanges 2"X4" 2-1/8" 1-3/8" BORING TO EDGE OF BORING TO EDGE OF NOTE:ALL STAIR CONSTRUCTION SHALL COMPLY WITH IRC Tables are based on uniform load tables in current design literature STUD. STUD. For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe 2"X 6" 3 5/16" 2 3/16" 2015 SECTIONS R311 AND R312 Drawing No. located at the center of the joist span provided that no other holes occur In the joist. 2"X 8" 4-3/8" 2-7/8" LOAD BEARING STUDS NON-LOAD BEARING STUDS 14 DECK DETAIL 15 16 INTERIOR STAIR DETAIL X13 iii,A-14 SCALE: 1-1/2"= 1'-0" A-14 SCALE: 3/4"= V-0" A-14 SCALE: 1" = V-0" 1"MIN.AND 3"MAX. VO.C.MAX. Copyright of Architectural Drawings-These plans are protected by BLOCKING @ 48" O.C. MAX IN FIRST 0 0 0 0 0 0 0 0 federal law and are subject to copyright protection as an TWO FRAMING SPACES AT EACH END #8 SCREWS @ 12"O.C.AND 11" MIN.AND 2-1/2" MAX. FROM CORNERS, WITH 1-1/4" MIN. PENETRATION INTO WOOD "architectural work"under section 102 of the copyright act, 17 0 0 6 WALL. REINFORCE WITH 2"X 4" BRACING AS SHOWN AT 2"X 4"CONTINOUS LATERAL (2) 10d NAILS U.S.A. as amended December 1990 and known as Architectural FFr THE MIDDLE AND BOTTOM OF THE STORM Works opy g t Protection Act of 1990.These drawings are BRACE @ 6%0"O.C. IIIIIIFOUR 1/4" PRESSURE RELIEF HOLES IN THE CENTER OF THE PLYWOOD TO RELIEVE PRESSURE DURING HURRICANE 0 0 (10)8d NAILS SHUTTER. SECURE 2"X 4"TO STORM SHUTTER provided as an instrument for construction for the construction FLOOR FRAMING PANEL WITH 2" LONG#8 WOOD SCREWS @ 12"O.C. CEILING JOISTS project at the address shown on the title block of the drawings and 0111 11 7/16" MIN.THICKNESS EXTERIOR GRADE PLYWOOD SHEATHING STORM SHUTTER WITH MAXIMUM CLEAR SPAN OF 8'-0". MAX. they may no e use r any project other than that listedat the EACH STORM SHUTTER PANEL TO BE CLEARLY LABELED TO EACH CORRESPONDING WINDOW/DOOR ON THE 0 0 address shown on the title block without the written consent and GYPSUM BOARD /RESIDENCE FOR PROPER COORDINATION AND PLACEMENT. SHUTTERS AND BOLTS TO BE STORED IN AN EASILY T I — — — — — — — — compensation of the architect.This protection includes but is not 0111 1110 ACCESSIBLE AND DRY LOCATION. — — — — -- — — — — — — -- limited to the overall form as well as the arrangement and O.C. 5d COOLER NAILS @ 5 L composition of spaces and elements of the designs. Under such T 0 0 0111 1110 DASHED LINE REPRESENTS WINDOW BEYOND protection, unauthorized use of these plans,work or home 2"X BLOCKING AT LAST TWO '1� represented, can legally result in the cessation of construction or 5/8" MIN.T&G PLYWOOD FLOOR CEILING JOIST BAYS ALL PROPOSED WINDOW AND GLAZED DOOR OPENINGS SHALL BE PROTECTED WITH PRECUT PLYWOOD PANELS AS buildings being seized and/or monetary compensation to Carmelhill 0 0 Architects and/or Edward Koenig. SHEATHING GLUED AND SCREWED PER 8613.6, 8301.2.1.2,AND AS DETAILED HEREIN. 2"X 4" BLOCK NAILED TO EACH BRACE 0111 1110 0, 0 WITH STAGGERED JOINTS WITH (4) 10d NAILS III III WOOD STRUCTURAL PANELS V1iTH A MINIMUM OF 7/16 INCH (11 MM)AND A MAXIMUM SPAN OF 8 FEET(2438 MM) % 7 —0 —0 —0--0— 0— — —0 —0- 2"X BLOCKING FULL DEPTH OF JOIST 5d COOLER NAILS @ 7" O.C. INTO BLOCKING LL�=—=�]- SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT 7 I NO. DESCRIPTION DATE 1-1/4"X 20 GAUGE STEEL COILED STRAP#CS20 AS MFG'D. 10 0 0 0 1 SO THAT THEY SHALL BE ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT MULTIPLE PLYWOOD SHEET STORM SHUTTER ELEVATION VEW 1 ISSUED FOR DESIGN APPROVAL. 11-1-19 WITH THE GLAZED OPENING. PANELS SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. —FLOOR JOIST BY SIMPSON WITH MIN. 12" BEARING ON STUDS ATTACHMENTS SHALL BE DESIGNED TO RESIST THE COMPONENT AND CLADDING LOADS DETERMINED IN FOR OPENINGS LARGER THAN A SINGLE SHEET OF PLWYOOD, SECURE 2"X 4" BRACING AT MIDDLE AND 2 ISSUED FOR CONSULTING. 3-16-20 (10)8d NAILS SINGLE PLYWOOD SHEET ACCORDANCE WITH TABLE R301.2(2).ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BOTTOM OF PLYWOOD EVENLY SPACED,WITH THE 3-1/2"SIDE ATTACHED TO THE INSIDE OF THE STORM I STORM SHUTTER ELEVATION VEW BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET(110 058 MM)OR LESS WHERE WIND SPEEDS DO NOT EXCEED SHUTTER.ATTACH THE 2"X 4"S TO THE STORM SHUTTER WITH 2" LONG 10 GAUGE GALV.WOOD SCREWS @ 3 REVISED ALL CODE REFERENCES TO 2020 6-1-20 CEILING AND FLOOR CEILING BRACING AT GABLE END RIM JOIST 130 MILES PER HOUR(58 M/S). 12"O.C. BEFORE INSTALLING THE SHUTTER. CODES. ri' ATEN D WALLS r2END WALLS ENDWALL STUDSr3' N DETAILS 4 REVISED FOR NEW SURVEY AND TEST HOLE. 9-23-20 � A-15 SCALE: 1/2"= V-0" 5 REVISED WETLANDS COVERAGE 10-2-20�l 5 NOT TO SCALE 1��YNOT TO SCALE CALCULATIONS. 6 ADDED AVERAGE GRADE CALCULATIONS(A-2) 12-13-20 4" POURED CONCRETE SLAB SLOPED AWAY Fi AND DRY STACK RETAINING WALL ELEVATIONS DOOR AND SILL STRUCTURE 1/4" PER FOOT. LOWER SLAB LE (S-2) ONE H2A STRAP EACH SIDE OF JOIST WITH (3)8d COMMON __-----AS REQUIRED FOR BRICK OR BLUESTONE `D. BY SIMPSON EXPANSION JOINT AND 7 REVISED PER BOARD OF TRUSTEES 1-5-21 NAILS @ EACH END OF STRAP AS MFG PAVERS. RECOMMENDATIONS.50 FOOT NON-TURF HANDRAIL CONTINUOUS ON 44, ER PROOF MEMBRANE BOUNDARY ADDED,CHANGED SEPTIC TO LOW ROOF/CEILING BEAM -SEE PLAN FOR SIZE AND TYPE ONE SIDE OF STAIRS.ALL REINFORCED CONCRETE PORCH BEARS ON NITROGEN I/A OWTS,AND ADDED FOOTPRINTS HANDRAILS TO COMPLY WITH _-------FOUNDATION ARMS TO FOOTING BELOW OF ADJACENT HOMES. RESUBMITTED FOR SECTION R311 OF IRC 2015 (D TRUSTEES REVIEW AND APPROVAL. AC4 STRAP AS MFG'D. BY SIMPSON EACH SIDE OF POSTui 5 REBAR @ 24"O.C. 2"X 6" LEDGER BEAM AND BEAM 4 WITH 1/2" DIA. BOLTS @ 3'-0" MIN. EXTERIOR I\ HORIZONTAL REBAR ALL STRAPPING TO BE INSTALLED 16" O.C. UNLESS V-15" O.C. "STAGGERED" HEATING HANDRAIL TO BE 34"TO 38" W rr�: I OTHERWISE NOTED TALL M — I =1 I—III— , , 11" MIN.TREADS, 8-1/4" MAX. RISER 2"X 4" PORCH CEILINGSTUD WALL 4 -dd-- W JOISTS @ 16"O.C. -------— < 41 CONCRETE STEPS FORMED AND PLACED ON 'qF-----_F1RESSURE TREATED POST. SEE FLOOR PLAN FOR SIZE 2"X BLOCKING STOOP ARMS AND TYPE —0 BETWEEN STUDS CLEAR OPENING SHALL PREVENT4 0 PASSAGE OF (4" DIA.AT LANDINGS 1 EXPANSION JOINT , 2 - 4 0 111 N-t. ABU44 GALVANIZED STEEL POST SADDLED AS MFG. BY 1/2"GYPSUM AND 4-3/8" DIA ON STAIRS), 00 'SIMPSON' VINYL SOFFIT BOARD SPHERE THROUGH GUARDS. ED —111— = = -- ——— 1-1 . 4"THICK CONCRETE SIDEWALK OR ASPHALT = = �=1 I W IIIIIII WALKWAY OVER 3"WELL DRAINING CRUSHED EXISTING GRADE MATERIAL VERTICAL SPINDLE BALUSTERS 9" ["4 COMPACTED GRAVEL GUARD AND FALL PROTECTION TO I —III JOIST HANGER COMPLY WITH SECTION R312 OF 4. POURED CONCRETE PORCH. SEE FOUNDATION PLAN 2015 IRC. I 1EE1 I M 11= I Ed I 1H1 VINYL SIDING 1 =II �= E� EE1 I JEJ CLEAR OPENING CREATED BY ORCH ROOF STRAPPING DETAIL LING LEDGER BOARD DETAIL TRIANGULAR STAIR RISER AREA A4 5 F1 4III- �15 SCALE: 3/4" V-0" \��SCALE: 1 V-0" SHALL PREVENT PASSAGE OF 6"rrrr 4 DIA. SPHERE AS PER SECTION R312.1.3 EXCEPTION#2 OF 2015 IRC. III LIF , III III III FOUNDATION WALL OF MAIN STRUCTURE CAD File Name: TOSCANO REVISED 7.1ayout INSULATION BETWEEN STUDS Prawn By: Edward Koenig CONTINUOUS BEAD OF CAULK SEALANT 6` 7TE DETAIL� Architect's Seal A�15 SCALE: 1/2" V-0" ��15 SCALE: 3/4" V-0" PLUMBING PIPE 4 4 A 4. 4 -,ELECTRICAL WIRE .4 DOUBLE TABLE R507.2 TOP PLATE 4 A CONCRETE SLAB AS AIR BARRIER OVER 6M DECK LEDGER CONNECTION TO BAND JOISTS,b(Deck live load=40 psf,deck dead load=10 psf,snow load c 40 psf) IL CONCRETE RATED VAPOR BARRIER JOIST SPAN EXPANDING FOAM SEALANT CONTINUOUS FOAM SILL SEALER, FULL CONNECTION DETAILS Vandless 6'1' to to f I E01"to 12' 12'1 to 14' 141"to 16' 161 to 18' AROUND PENETRATION WIDTH OF MUDSILL C:D On-center spacing of fasteners THRESHOLD PROPERLY EXTERIOR SHEATING 23 C 1 30 18 13 11 10 4 2-inch diameter lag screw vrith 1:2-inch maximum sheathing d �-�VVIRE SECURED TO STUD CONCRETE FOUNDATION WALL AS AIR BARRIER FLASHED AND CAULKED STUD WALL ------------------------ ----------- 1�'2-inch diameter bolt with 112-inch maximum sheathings 1 3 6 36 4 29 1 24 21 19 TO PREVENT WATER .o—STUD INTRUSION 2"X RIM JOIST 112-inch diameter bolt with 1-inch maximUm sheathinge 36 36 29 24 21 18 16 I..........................................................................I I..................... .................................... .... .............................. ..... .... ......... ...................................................... .... CONTINUOUS FLASHING SIMPSON DTT2Z For SI;I Irch-:5 4 nim,I foot-304,8 mm,I pound persqjare foo—0,0479 kPa. AIR SEAL DETAIL AT BOTTOM OR TOP BOTTOM PLATE ON SLAB EXTENDING PAST JOIST LATERAL CONNECTOR & Leclge,sshall be fashtd�,-,accc,dance wjrm Se:`si R7D3,4tc,pre.,er,?wa-.er frorn coln-qctirlg zne?�3use balcljoir-,. HANGER 1101 (MINIMUM OF 2 SETS b. Snow load sha4 notte assuned to actconcvrrertlyvAth t ve load. RE REQUIRED, EACH `�PLATE UTUTY PENETRATION, rg-"*-,\AIR SEALING DETAIL ARE c,The tip ofthe lag screw shakifill extend beyond the i-s'de face ofthebarcI CARMELHILL r8 1/2" DIA. HDG GALV. WITHIN 24"OF '�A�SCALE: 1" V-0" THREADED ROD WITH S C d,SheSth,rg shaI,be wood s:-vaural panel or solid sa.,m lumber, A-15 A-15 1-1/2" V-0" LEA H END OF DECK) NUTS AND WASHERS ARCHITECTS TABLE 8507.2,11 ATTIC INSULATION 2"X P.T. DECK JOIST oo o . ° ° PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS "---<MANUFACTURERS RECESSED A9 LIGHT ENCLOSURE MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS ............ ...... TOP EDGE BOTTOM EDGE ENDS ROW SPACING "n CEILING JOIST BEYOND 2 X FLOOR JOIST n a JOIST HANGER Ledger 2 inches d 3 4 Inch 2 inches b 1�`!s inch eSb MASTIC AT INNER LINER .............. EXPANDING FOAM SEALANT AT 2"X P.T. LEDGER BEAM "4--CONCRETE PIER Band Joistc 3"4 inch 2 inches 2 inches b 15ig inches b INSULATED FLEXIBLE DUCT BOLTED TO STRUCTURE .............................................. . ..... .................. .............. .................................................................................................................... ............................................................. ................................................................................................................ .................... PERIMETER WITH 1/2" DIA. GALV. BOLTS @ V-13"O.C. 7 7 "STAGGERED" t. lvle,JI&Iun"5;n&'is c For enziree,-ei rinijoi-i-tf,,;riar,rz,--.ure-'rre:omr)erd_-.,Dns so,e,n, -A FnGER BOARD TO FLOOR J01 "T 6 TI-e i-mrizimium dis—ce fro-n ootcm ro,,�,cflaz s7,� ARMELHILL.COM ri 0 v e tp edge 1�daers!7all be in WWW.0 1/2" GYPSUM BOARD CEILING 7 IE AT INNER LINER SCALE: I V-0" [EAT OUTER LINER Architecture Firm: CONTINUOUS BEAD OF CAULK '—DUCT BOOT AT PERIMETER CARMELHILL ARCHITECTS SEALANT(TYPICAL) "THE ENERGY GUARD" R-38 "THE ENERGY GUARD" R-38 EDWARD KOENIG - R.A., A.I.A. "THE ENERGY GUARD" R-38 RIGID FOAM BOARD PREFAB RIGID FOAM BOARD PREFAB RECESSED LIGHT FIXTURE RIGID FOAM BOARD PREFAB INSULATION COVER, OR EQUAL INSULATION COVER, OR EQUAL 415 LAKE AVENUE SOUTH INSULATION COVER, OR EQUAL NESCONSET, NY 11767-1848 CONTINUOUS SEALANT ............. - 631-277-3337 AT PERIMETER A-15)SCALE: 1-1/2" V-0" t HVAC FOIL TAPE CONTINUOUS SEALANT HVAC FOIL - ----------7-3 Website: www.CARMELHILL.com ",� 'd I L TAPE Email: CARMELHILL16@gmail.com �15 SCALE: 1-1/2" V-0" HVAC FOIL TAPE \4, PERIMETER --- riESSE LIGHT FIXTURE DETAIL rl 2"\AIR - LAT DUCT BOOT 'Ilk J % Project Title: INE;ULATION BETWEEN STUDS WOOD TRIMMER BEYOND F TOSCANO RESIDENCE PULL DOWN EYE HOOK TOM & CAROLINE TOSCANO WOOD HEADER CONTINUOUS BEAD OF CAULK SEALANT (TY'PICAL FOR FOUR) INSULATION BETWEENI \INSULATION BETWEEN INSULATION BETWEEN JOISTS CEILING JOISTS CEILING JOISTS 610 JACKSONS LANDING 4" RIGID FOAM BOARD INSULATION PULL DOWN ATTIC STAIRS -----_, PULL DOWN ATTIC STAIRS-�,. MATTITUCK, NY 11952 Z(R-30 MIN.) 917-440-0916 DISTRICT 1000 - SECTION 113 - BLOCK 4 - LOT 8 TRIM OPENING TO WITHIN 1/2"OF `INSULATION BETWEEN JOISTS Z i 1 -11 M.9. H EACH SIDE OF FOAM INSULATION ----,.CONTINUOUS FOAM SILL SEALER, FULL WIDTH OF LEVEL Sheet Title < MUDSILL CONCRETE SLAB AS AIR BARRIER OVER 6M 1/2"GYPSUM BOARD DETAILS /MIL CONCRETE RATED VAPOR BARRIER TRIM 4 Z PERIMETER NEOPRENE WEATHER A < a STRIPPING GASKET --CONCRETE FOUNDATION WALLAS AIR BARRIER FASTEN ACCESS PANEL SNUG TO TRIM WITH PERIMETER SCREWS N PULL DOWN EYE HOOK ACCESS PANEL Drawing No. --�ATTIIC HATCH AIR SEAL DETAI rl 5 =1 '\ATTIC STAIR AIR SEAL DETAIL SILL/F , rl ri RIM JOIST AIR SEAL DETAIL -3 SCALE: 1" = V-0" ��4 15 SCALE: 1-1/2"= V-0" �tl�5SCALE: 3/4"= V-0" A4