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HomeMy WebLinkAbout49520-Z TOWN OF SOUTHOLD fry BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 49520 Date: 7/26/2023 Permission is hereby granted to: Andrea Ct Prop Hld s LLC 865 Old Country Rd #118 Riverhead, NY 11901 To: demolish existing dwelling and construct a single-family dwelling with swimming pool addition as applied for per DEC, Trustees & SCHD approvals. At premises located at: 280 Cedar Point Dr E., Southold SCTM # 473889 Sec/Block/Lot# 90.-2-14.1 Pursuant to application dated 5/10/2022 and approved by the Building Inspector. To expire on 1/24/2025. Fees: DEMOLITION $842.40 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,149.60 SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO-NEW DWELLING $50.00 Total: $4,292.00 Building Inspector 4 r L TOWN OF SOUTHOLD—BUILDING DEPARTMENT ; Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 � Telephone(631) 765-1802 Fax(631) 765-9502 litt�.s:Y/v,vPww.sotit oldtoo i2n . Yov Date Received BUILDINGAPPLICATION FOR T For Office Use Only MAY r PERMIT NO., Building Inspector0.9 BUILDING DEPT, Applications and forms must be filled out in their entirety.Incomplete � wN off`'c"OI';.-� applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:March 16,2022 OWNER(S)OF PROPERTY: Name:Andrea Court Property holdings LLC c/o John Zenk SCTM#1000-090-02-14.1 Project Address:280 Cedar Point Drive, Southold, NY Phone#:631-767-0642 1Email. Mailing Address:160 Kings Drive, Riverhead, NY 11901 CONTACT PERSON: Name:John Zenk Mailing Address:160 Kings Drive, Riverhead, NY 11901 Phone#:631-767-0642 Email:johnscaper@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:John D. (Jack) Rosebery, Architect, Rosebery Architectural Studio Mailing Address:1029 Sipp Avenue, Medford, NY 11763 Phone#:631-730-1262 Email:jrosebery@roseberyarchitect.com CONTRACTOR INFORMATION: Name:(General) Quality affordable landscaping c/o John Zenk Mailing Address: 160 Kings Drive, Riverhead, NY Phone#:631-767-0642 Email:johnscaper@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $900,000 Will the lot be re-graded? ®Yes 0N Will excess fill be removed from premises? ❑Yes WNo 1 PROPERTY INFORMATION Existing use of property:residence-existing structure to be demolished Intended use of property:residence Zone or use district in which premises is situated Are there any covenants and restrictions with respect to R-40 residence this property? ❑Yes JRNO IF YES, PROVIDE A COPY. IQ CII"Teck Pox After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on promises and In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuantto Section 210.45 of the New York State Penal Law. Application Submitted By(print name):John Zenk []Authorized Agent I@Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF C.)cz)u � �( being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this AA day of KH-c-4 20VV N a blic DAVID C.SAROTAK Notary Public,State of New Yotk IIII° ro� WWR I CJI!') ° TIII II IZ TIS No.01BA5023%7 Where the applicant is not t r amfiedInSuffolkColl )1 ( e a pp he owner) IDqMnai'sBlDn,EXPIM Feb.M 20. John Zenk residing at 160 Kings Drive, Riverhead, NY 1, John D. (Jack) Rosebery, Architect do hereby authorize to apply on mybtu a'If to a To 0Qf lW ,Building Department for approval as described herein. wner's Sign tore Date John Zenk Print Owner's Name 2 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 µ4 P.O. Box 1179 Southold, NY 11971-0959 ............ ��W N BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUICTION PRE-ENGINEEREI WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION Date: 9,d 2Z Owner: oG� Location of Property: Please take notice that the (check applicable line): X- New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) A4 1 Signature: , ID` Name (person submitting this form): Capacity (check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 Generated by REScheck-Web Software Compliance Certificate 01nol Project Zenk Residence 1f Energy Code: 2018 IECC � � t RO , Location: Southold, New York Construction Type: Single-family Project Type: New Construction w Orientation: Bldg. faces 0 deg. from North Conditioned Floor Area: 3,441 ft2 24216 ' Glazing Area 37% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 280 Cedar Drive East John Zenk Rosebery Architectural Studio Southold, NY 160 Kings Drive 1029 Sipp Avenue Riverhead, NY Medford, NY 11763 631-767-0642 631-730-1262 rosebery@optonline.net . Compliance: 13.0%13.0%Better Than Code Maximum UA: 709 Your UA: 617 Maximum SHGC: 0.40 Your SHGC: 0.27 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. D . " r or performance coirrnl��ha�rnr��e path nn Ifs " Each Mab-on-grade e argra�umml»II irarl� ��ranc�rmxrr�lm are rroa"a laaira„ r r Q rwri�ai¢�r ramrl ura�:l:a I� � � lim�.a�¢lioraa.11� ^ass rnrN Gina"Gaut_s�armr.ofoed clirn1faall e zoi ne must meet the irnni"irmiirrmum e neirg m rodeiim sullafloirn R-va llue wid rlrrlY th rr q uiiirm.rr e nts,, EnvelIi Ceiling: Cathedral Ceiling 1,928 30.0 0.0 0.034 0.026 66 50 Wall:Wood Frame, 16" o.c. 600 25.0 0.0 0.053 0.060 11 12 Orientation: Unspecified Door: Solid Door(under 50%glazing) 20 0.400 0.320 8 6 Orientation: Unspecified Window 3:Wood Frame SHGC: 0.27 73 0.290 0.320 21 23 Orientation: Unspecified Window 1: Wood Frame SHGC: 0.27 58 0.290 0.320 17 19 Orientation: Unspecified Window 3:Wood Frame SHGC: 0.27 73 0.290 0.320 21 23 Orientation: Unspecified Window:Wood Frame SHGC: 0.27 177 0.290 0.320 51 57 Orientation: Unspecified Wall 1:Wood Frame, 16" o.c. 350 25.0 0.0 0.053 0.060 15 18 Orientation: Unspecified Project Title: Zenk Residence Report date: 01/17/23 Data filename: Page 1 of10 t f t t Window 1:Wood Frame SHGC: 0.27 58 0.290 0.320 17 19 Orientation: Unspecified Wall 2:Wood Frame, 16" o.c. 700 25.0 0.0 0.053 0.060 20 22 Orientation: Unspecified Door 1: Glass Door(over 50%glazing) SHGC: 0.27 269 0.290 0.320 78 86 Orientation: Unspecified Window 2: Wood Frame SHGC: 0,27 63 0.290 0.320 18 20 Orientation: Unspecified Wall 3: Wood Frame, 16"o.c. 350 25.0 0.0 0.053 0.060 16 18 Orientation: Unspecified Window 3:Wood Frame SHGC: 0.27 53 0.290 0.320 15 17 Orientation: Unspecified Wall 4: Wood Frame, 16"o.c. 613 25.0 0.0 0.053 0.060 20 23 Orientation: Unspecified Door 2: Glass Door(over 50%glazing) SHGC: 0.27 60 0.310 0.320 19 19 Orientation: Unspecified Window 4:Wood Frame SHGC: 0.27 177 0.290 0.320 51 57 Orientation: Unspecified Wall 5: Wood Frame, 16" o.c. 177 25.0 0.0 0.053 0.060 8 9 Orientation: Unspecified Window 5:Wood Frame SHGC: 0.27 20 0.290 0.320 6 6 Orientation: Unspecified Wall 6:Wood Frame, 16" o.c. 177 25.0 0.0 0.053 0.060 8 9 Orientation: Unspecified Window 6:Wood Frame SHGC: 0.27 20 0.290 0.320 6 6 Orientation: Unspecified Floor:All-Wood joist/Truss 1,928 35.0 0.0 0.028 0.047 54 91 Basement Wall:Solid Concrete or Masonry Orientation: Unspecified Wall height: 7.0' 1,680 0.0 20.0 0.042 0.059 71 99 Depth below grade:4.0' Insulation depth: 7.0' Compliance Statement; The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Zenk Residence Report date: 0 /17/23 2 of10 Data filename: C 1, REScheck Software Version : REScheck-Web Inspection Checklist NJ/ Energy Code: 2018 IECC Requirements: 92.0% 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. _....... ....... Plans ....... ._ � Section Verified ] Fieid Verified # Pre-Inspection/Plan Review lue Vaiue Complies? Comments/Assumptions _ 666 Co _.. ...o_ ...� ........_ wmwn .�.,.,, � .w_... ..._.m �..,,� 03.1, Construction drawings and 1103.2 ❑Complies Requirement will be met. documentation demonstrate ❑Does Not Location on plans/spec: [PR1]1 energy code compliance for the []Not Observable See plan and section sheets building envelope.Thermal []Not Applicable envelope represented on g .. _�. .. ... ❑ omplies Requirement will.... _ .et. _w „construction documents _.. ..... 103.1, Construction drawings and ❑C. p q I be met. 103.2, documentation demonstrate Does Location on plans/spec: 403.7 energy code compliance for ❑Not Observable [PR3]1 lighting and mechanical systems, See energy codes notes 'Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC 403.7" Heating Commercial co Manual S meat is Btu ting: Heating: OCo.m ��.�� ���n� a � : mpiies Location on plans/spec: p es Not See mechanical drawings [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable o, Manual J or other methods Btu/hr Btu/hr ❑Not Applicable approved by the code official. Additional Comments/Assumptions: 1 Hi h Impact(Tier ) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) �.... 9 _p 1 ... .. A o Impact( Project Title: Zenk Residence Report date: 01/17/23 Data filename: Page 3 of10 Section Tpl,an'�sVeluef�ed Field�Uefled Com liComments/Assumptions 402.1.11D µConditioned tion inspection wallR- �wm _ R- ❑ omplRses base See the Envelope Assemblies [FO4]1 insulation R-value.Where interior R_ R- ❑Does Not table for values. insulation is used,verification []Not Observable may need to occur during Insulation Inspection. Not ❑Not Applicable required in warm-humid locations in Climate Zone 3. _ [303.2 005]1 insulation ined basement per wall .. ww_........ .. .... mm.,,.vw ❑o plies Location Requirement wll bemet be met. ❑Does Not manufacturers instructions. ❑Not Observable plans/Spec: ❑Not Applicable See sections 402.2.9 . Conditioned bpasement wall ®ft ft- � OCo plies See...�._ Assemblies �� ������ the Envelope Assemblies [FO6]1 insulation depth of burial or ❑Does Not table for values. distance from top of wall. ❑Not Observable ❑Not Applicable 303.2. A is installed mpmmmm^ry Exception: Requirement is ]z protective exposed exteriorior ElDoNot not applicable. insulation and extends a []Not Observable minimum of 6 in. below grade. Location on plans/spec: ❑Not Applicable See sections 403.9 Snow-and ice-melting system � � � � E'Complies � �Exception: : equirement is [FO12]2 controls installed. ❑Does Not t applicable. ❑Not Observable ❑Not Applicable ........ Additional Comments/Assumptions: g p ier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) �.... Hi h Imuact(T .-... ._. _. _ mm .. Project Title: Zenk Residence Report datePage 4 of1O Data filename: Veri Secti nT Veri & R#old 'Framing/Rough-In Inspection Plans V Value Val! Field luefied _ Complies? Comments/Assumptions k .... 02.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 []Does Not table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.3.1, average). a w�...-. .ElDoe lies See the Envelope Glazing U-factor(area-weighted U- U- ❑C mp' � � p blies g s Not table for values, 402.3.3, ❑Not Observable 402.5 ❑ [FR2]1 Not Applicable [F 3 3 U-factors of fenestration accordance ���� ��-� �... ��_ � � .. ❑❑DompNot Requirement will be met. .. .1.�._..... es 30q R4] are determined i with the NFRC test procedure orLocation on plans/spec: taken from the default table. ❑Not Observable See sections ❑Not Applicable _ _ _ 23.1 1 Air toad per manufacturer's barrier �� � []Complies Requirement will be [ RW�.� �....... thermal ...___ �...... .ri ..�.�......�. .,... . alled p q met. es Not instructions. ❑Not Observable �Location on plans/spec: See sections []Not Applicable .. 402.4.3 w Fenestration that is not site ....... .. .. ....w...,. _. �� .._.. built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 []Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated re lighting fixtures � ElComplies �Location nt ill be et ��` �'� Requirement will be met. (FR16] sealed at housing/interior finish []Does Not and labeled to indicate s2.0 cfm p pec: leakage at 75 Pa. ❑Not Observable See plans ❑Not Applicable 4033. insulated d r tur where duct is w ... ElCo ��. _�... 'R.._... ........ �..� _.t. 403.3.1 Supply and return ducts in attics ❑Complies 'Requirement will be met. 1 oes Not It>= 3 inches in diameter and >_ []Not Observable R-6 where < 3 inches. Supply and return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for<3 inches in diameter. [O3.3.2 boxes are sealed ers and filter A......._, _....,... . ,,.. . .. ❑❑DoespNot _ . eeeeq _�..nt will... ... . et ......_ � Requirement will be met. ith se �joints/seams compliant with International Mechanical Code or ❑Not Observable International Residential Code, as []Not Applicable applicable. _ [3.3.5 .. ducts o plenums.re not as ❑C......pli �.equ ..m ...... � be m Building cavities �ot used as []Complies Requirement will be met. oes Not ❑Not Observable Location on plans/spec: See sections ❑Not Applicable 1 High Impact(Ti(r 1) m2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) mm Project Title: Zenk Residence Report date: 01/17/23 Data filename: Page 5 of10 ...._ _ ..._.. _ _ .... ..... .. .... . section Plans Verified Field Verified . lies? Comments/Assumptions & Re ID 403.3.87 I Ducts declared Rough-In within the Value Value ❑Comp)e.. ..__�.. ..._,... Framing u p o.. s Requirement will be met. [FR28]3 conditioned space are either 1) ❑Does Not completely within the continuous ❑Not Observable Location on plans/spec: air barrier and within the building See Energy code drawings thermal envelope, 2) buried ❑Not Applicable within ceiling insulation in accordance with Section R403.3.6 and the air handler is located completely within the continuous air barrier and within the building thermal envelope and the duct leakage is<= 1.5 cfm/100 square feet of conditioned floor area served by the duct system, or 3)the ceiling insulation R-value installed against and above the insulated duct>=to the proposed ceiling insulation R-value, less the R- value of the insulation on the m R �Complies Requirement will be� 1403.4 HVAC piping conveying fluids R- met. [FR17]2 above 105 QF or chilled fluids ❑Does Not below 55 QF are insulated to zR- Location on plans/spec: 3 [:]Not Observable See mechanical plans ❑Not Applicable �4 03.4.E Protection of insulation o...� � � � .......� ti�El'Com lies Requirement. �_.. �. n HVAC p will be met. R24] piping. Does Not ❑Not Observable Location on plans/spec: See notes on plans []Not Applicable [03.5.3 Hot water pipes are insulated ......_ Location nt ill be sulated to R- R- ❑Complies Requirement will be met. zR-3. ❑Does Not P Pec: []Not Observable see plumbing riser diagram ❑Not Applicable 403.6 led on all outdoor air ODom lies Requirementn . _..t. v. Automatic or gravity dampers are p will be met I es Not intakes and exhausts. ❑Not Observable See energy plans/spec. See energy code notes ❑Not Applicable Additional Comments/Assumptions: lHigh Impact(Tier 1) m2 Medium Impact(Tier 2) 3m Low Impact (Tier 3) Project Title: Zenk Residence Report date: 01/17/23 Data filename: Page 6 of 10 ._ ...______ p7Comments/Ass ___.... ._...p�...... Section p Plans Value fied FielValuefied umtons 303.1 All ulation Ins ection Com Iles? Insulation & Re ID installed insulation is labeled m ❑Complies Requirement will be met. IIN1311 or the installed R-values ❑Does Not provided. [-]Not Observable _❑Not Applicable 402.2.6 Floor insulation R-value. R- R _ .,......_ ..u.❑Com lies table for Envelope s blie.....�. _... . .. _ p Envelope Assemblies ❑ Wood ❑ Wood ❑Does Not values, [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per .. .�_ _..__ ❑Complies mm See Location on p__....._ .�._� ... . __.. .__�.m.._._.. ..mm non plans/spec: 402.2.8 manufacturer's instructions and []Does Not tions [IN2]1 in substantial contact with the []Not Observable underside of the subfloor, or floor framing cavity insulation is in []Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.2.5, mall insulation R-value.lIf this is a ❑R--✓Wood _ R-Wood ❑Complies' v....._. able PSee eEnvelope nvelvalus a Assemblies ass wall with at least /2 of the es Not 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). E] Steel ❑ Steel ❑Not Applicable 1303.2 __..Wall insulation .. ........ ...is installed .M.__.......�_.. .n_.. ..�� _ .�.. ....,....�.. ._... �P...�.,_�_ ..� �..._.m., � _._..____..__... .. ...�_� per ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not []Not Observable Location on plans/spec: See sections ❑Not Applicable Additional Comments/Assumptions: } High Impact(Tierml) 2 Medium Impact(Tier 2)� 3 Low Impact(Tier 3) Project Title: Zenk Residence Report date: 01/17/23 Data filename: Page 7 of 10 Section Value Value p Plans Verified Field Verified p ons ...... Re .ilu .... . ....�... 02.1.1 Ceilinginsulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel [-]Not Observable 402.2.6 [FI1]1 ❑Not Applicable 1, g insulation installed per � OComplies Requirement will be met 1.1, manufaturer's instructions. ❑Does Not [F12]1 Ceiling i t• 303 1 Blown insulation marked every Location on plans/spec. 300 ft'. []Not Observable ❑ See sections Not Applicable [02.2 3 Vented a air permeable [F122]2 �IComplies Location on plans/spec:i attics wit p et. on include baffle adjacent []Does Not to soffit and eave vents that extends over insulation. []Not Observable❑Not Applicable See Energy code drawings 402.2.4 Attic access hatch and door R- -,,.. m m .. ...,..,.R ...,..... ❑ mplies LocatioRequirement will be [F[3] ❑Co insulation ?R-value of the adjacent assembly. ❑Not Observable plans/spec: See plans ❑Not Applicable [FI17]1 ------�._ach in Climate Zones 1-2 and -----------�--...v._. 50— ACH 50 w. Op.m liesLocation on we... ..............402.4.1.2 Blower door test 50 Pa <-5 ACH —_ o p q t oes Not <=3 ach in Climate Zones 3-8. ❑Not Observable plans/spec: See energy codes notes _ ❑Not_Applicable _ 403.3.3 Ducts are ne pressure le leakage with o ft2 cfm/100 cfm/100 ❑ es Compli _Requirement will be met. ft ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handier 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 including the manufacturer's air handier enclosure. _ _m.3. Duct ... 9 . s t .�,....s t of _ cfm/100 � ft2 cfm/100 ElDompes Not Requirement will b 403.3.4 Duct ti :htness test result of<-4 a met. [FI4]1 cfm/100 ft2 across the system or ft2 <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough-in tests,verification may need to ❑Not Applicable Air handler Framing Inspection 403.3.2.1.�.�.,m...��..�.�...�..._ . ....�. �.�...��9 .. ... n� .,,,�, .WW�.ww-. ..� .._.. ,_ __.....��...�.. .e .....m______.��........ ...___..._._._. _.. occur g ler leakage designated ❑Complies Requirement will be met. [17I24]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable Location on plans/spec: See energy code drawings ❑Not Applicable [FI9] Pro rammable thermostats EIComplies Loco._,. -....._1b `,e 403.1 1 g � irement will be met a installed for control of primary ❑Does Not heating and cooling systems and []Not Observable tion on plans/spec. initially set by manufacturer to See plans code specifications. Applicable 403.1.2 Heat pump thermostat installed ..... �....❑Com lies n: .._ p Exception: Requirement is [FI10]2 on heat pumps. ❑Does Not not applicable. ❑Not Observable ❑Not Applicable _ m .w. . .. b.... a_ �........, m �. Cm Iies� Reuirement w,. _. .... 403.5.1 Circulatingservice hot water p q ill be met. I[FIJJ]2 systems have automatic or ❑D oes Not accessible manual controls. ❑Not Observable ❑Not Applicable p High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) [ . ..�..., .. .. .m .m_ ......_ .. _. Project Title: Zenk Residence Report date: 01/17/23 Data filename: Page 8 of 10 XD _ ^ PIanSection flemm .f..iwe�d Final Inspection Provisions roiiou nPe5vC Comments/Assumptions ment ��sump�tio ns Value Value & RI .......... 5.1 lmechanical ventilation system ❑CompliesRequirementwillbe met.[[ 2fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable ❑ R403.6.1. Not Applicable 403.2 Hot water boilers supies supplying heat ®,,,. ..... .❑Compl .... Requirement will be met. (FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 have Heated c circulation circ lotion hsetems ..... �... ❑DompNot �.. Require... -r _. ... pump melt will be met. es system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. [0 95.1.2 Electis heat ... .. m�.w..p.li.,es,. Exception: xception: Requirement i.s comply w IEEE 1 or UL ❑Does _ �,.. Not not applicable. 515. Controls automatically adjust the energy input to the []Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. mm...._--_- �_ Y ... ,., W � _.... ....... 403.5.2 Demand recirculation water ❑Complies [F130]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the []Not Observable water entering the cold water ❑Not Applicable piping to <= 1044_F. 403.5.4 Drain water heat recoveryunits ❑Complies Exception: Requirement � equirement is [F131] tested in accordance with CSA ❑Does Not applicable B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units <2 psi for individual units connected to _ three or more showers. ❑Complies Requirement will 404.1 �90%or have f efficacy lamps. 404 II be met. 1 s. ❑Does Not ❑Not Observable ❑Not � � m � _. .m.... .._. . Applicable le 404,11 Fuel gas lg g systems haveException:Omplies . .. Requirement is continuous pilot light, Donot applicable. ..� s. � ❑Not Observable ❑Not Applicable _ [F ❑DoNot 1.3 Compliance certificate posted. � � � ...,.... -------- ElComplies Requirement will be m.... _ _rr ... �� et. ❑Not Observable ❑Not Applicable _................. ......-................ 1 High Impact(Tier l) .. 2 phM.edium Impact(Tier 2) 3 [Low Impact(Tier 3) Project Title: Zenk Residence Report date: 01/17/23 Data filename: Page 9 of10 Value Value �........ . ..� recti on # Final Ins ection Provisions ....... Plans Verlfled Field Verified Compile Comments/Assumptions P P R.: ,ID.�.._ 303.3 Manufacturer manuals for ❑Complies Requirement will be met. [F[18]3 mechanical and water heating ❑Does Not. systems have been provided. []Not Observable _.. _�_...... _ ...__. ...�.__. ... _ �.. Not Applicable.... ....... Additional Comments/Assumptions: 1High�lmpact(Tierral) w2ITMedium Impactm(Tler 2). 3 Low Impact(Tier 3) Project Title: Zenk Residence Report date: 01/17/23 Data filename: Page 10 of10 1 C 2018 IECC Energy Efficiency Cert"f"'cate, Above-Grade Wall 25.00 Below-Grade Wall 20.00 Floor 35.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Window 0.29 0.27 Door 0.29 0.27 Heating System: Cooling System: Water Heater: (Name: Date: Comments �a Glenn Goldsmith,PresidentTown HallAnnex"� � r54375 Route 25 A. Nicholas Krupski,Vice President P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 �r BOARD OF TOWN TRUSTEES ' TOWN OF SOUTHOLD �' Ir L Jlf/. 2 0 March 3, 2023 / ° ,,rl John D. Rosebery, Architect 93 West Main Street, Suite 1 G West Sayville, NY 11796 RE: ANDREA COURT PROPERTY HOLDINGS, LLC c/o JOHN ZENK 280 CEDAR POINT DRIVE E., SOUTHOLD SCTM# 1000-90-2-14.1 Dear Mr. Rosebery: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, February 15, 2023: WHEREAS, John D. Rosebery, Architect on behalf of ANDREA COURT PROPERTY HOLDINGS, LLC c/o JOHN ZENK applied to the Southold Town Trustees for an Amendment to Wetland Permit#10042 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated October 21, 2022, and WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Consistent with the LWRP, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on February 15, 2023, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 2 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, BE IT FURTHER RESOLVED, that the Board of Trustees APPROVE the Amendment to Wetland Permit #10042 for the demolition of existing one-story dwelling and construct new 60'x48' irregular shaped two-story dwelling with garage under at elevation 6.1 and first floor elevation at elevation 15.1 in lieu of originally proposed elevation of 13.8; a 5.5'x18.5' covered porch; proposed 57'x20' seaward side irregular shaped deck with a 10'x30' swimming pool with 5' depth, and a 8.6'x3' width deck stair at the rear entry to the dwelling; construct an 8' long by 18" high retaining wall along west side of seaward side deck extending from exterior basement wall to top of deck stairs; construct 7' long and 5' wide front entry stair; install 100 cubic yards of fill for the new I/A system; with the condition of a one to one replacement for trees removed during project with native trees; and a planting plan indicating the locations and concentrations of plantings along the retaining wall; and as depicted on the revised site plan prepared by John Daniel Rosebery, RA, received on March 3, 2023, and stamped approved on March 3, 2023. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: None This is not a determination from any other agency. Very truly yours, -tk_ ��"-,W lie Glenn Goldsmith President, Board of Trustees GG/dd a� y i BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 10042 DATE: DECEMBER 15,2021 c/o JOHN ZENI • ANDREA C PROPERTY IIOL �Dl�wt+G� LLC ISSUED TO. AND COURT�' O PROPERTY ADDRESS: 280 CEDAR POINT DRIVE E.,SOUTHOLD SCTM#: 1000-90-2-14.1 � AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on Dcemhr 15. 2021, and in consideration of application fee in the sum of$250.00 paid by AnjMq Court Prop-Lly Iding,, LLC f ' and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: dWetland Permit to demolish existing one-story dwelling; construct new two-story(601x45' irregular shape)dwelling with a 20'x54' deck to rear with a 10'x30',4' depth swimming pool within; proposed dwelling is a total of a 3,567sq.ft. footprint with four(4)bedrooms;and to abandon existing sanitary system and install a new IA/OWTS sanitary system; establish and perpetually maintain a 10'wide non-turf buffer landward of the bulkhead; and as depicted on the site plan prepared by Rosebery Architectural Studio, received on November 19,2021 and stamped approved on December 15,2021. w h IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the 15th day of December,2021. F Qs r __.. .. �. f Greg Wi. Cama — Absent J i J ip NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 — FV111 1 SUNY ce Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-0365 1 F:(631)444-0360 q www dec.ny.gov D X111_ 2 0 x:123 PERMIT OD!II=ICATIO . ? 13[JI DING D 7� May 31, 2023 John Zenk 160 Kings Drive Riverhead, NY 11901 Re: Permit ID 1-4738-04667/00001 Zenk Property 280 Cedar Point Drive East Southold SCTM # 1000-90-2-14.1 Expiration Date: 2/17/2027 ARNO-DEP Dear Permittee: Your recent request to modify the above permit has been reviewed pursuant to 6 NYCRR Part 621 Uniform Procedures Regulations). It has been determined that the proposed modification will not substantially change the scope of the permitted actions or permit conditions. Therefore, the permit is modified to authorize the following change: Relocate and reconfigure the house. All work shall be done in accordance with the plans by Roseberry Architectural Studio last dated 1/23, and stamped NYSDEC Approved on 5/31/2023. This letter is a modification to the permit, and as such, shall be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the permit. Please be advised, this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from local municipalities or other agencies. Sino rely, Sherri L. Aicher Regional Permit Administrator SVA/mrp Distribution List: Roseberry Architectural Studio BEH BMHP File o° t'ayll`anx Deparlmentoi j gra Cnvirnnvnenlal Cta15eivalltm NEW YORK STATE DEPARTMENT Of-ENVIRONMENTAL coN89RVATION DiVlEiloh Permits,Region 1. SUNY A Stony Brook:SO Clecle,R46zW.Stoq8raok.-KY1179[0- P;(631)44*0365 1 Fi(01)444-0360 February 1.8, 2022 John Zenk 1.80'Klrigs'Drive 'Riverhead., NY 11901 Re? Piermh I-D 1-4738-04,667/0000,1 Zenk-Pr6pe.q- 280 Cedar Point Drive East Southold SC-TM.# 100.0-90-2-14.1 Expiration Date:2/1712027 Dear Permit-tee: In conf0frbante with the re0irements of the State Uniform Procedures Act (Article 70, .EC ) L) and 'its implementing: teo�ulatiohs. (6 NYCRR, Part' p2l) we are enclosing your pertnit. PlEiatd carefully read all -permit o)nditions contained in the ,p6rmit to -en,8,Ute compliance-dueiRg the term 6f the permit. If�yoOpria u nlable,to'com ply with any con dnions,, pledsecontadt.us at the ab.ove.address., Also enclosed is%an example!of a.Notice Covenaht,tb the D06d, a permit sign which is to� be.conspuop i usly posted.at the project site and protected from the weather, and two (2) c Notice.of Commencement/ Com'pletion-of Construction-forms. Please.be-advised that this pormit does not Wilpve..you o€"the responsibility of obt6ininq any necessary permits or approvals from local muriiqipblities or 0thpr.a60ncie*, ,5jhcerel}, Watt.hew /. Penski Envirciri'merital Analyst Distribution List:' Enviropermits Inc, BEN File- 0MVIVAo., 1 E&r6pnienttil Conservation NEY YORK STATE DEPARTMGNI'OF ENVIR.0N.WNTAL CONS1;.12VAT1ON Focility DEC-10 '1-473$-04667' PERMIT Ung r th F.n it nmentp Conservation e°rvation Law 'ECA EPet�lmittee and FacilityInformation Permit Issued T.oi Facility: JOHN IENK ZE K. 1.60 KINGS DR 280 CI~,DAR.:PONT DIt.l3JSCTM# 1000-9072- 14,.1 RIVERHEAD.;NY 1190.1 80L.ITIJOLD,NY 1.1'971 IWl�1VFacility A pl�icatiota Contact:. °XR0P.ERMITS`1N 441 J0J-1NS'ON-.PAM B611EMIA,NY 11716 (65.1).375-434 Facility Location: in SOUTIIOLD in SUFFQIJ<�COUNTY Facility Principa.l Deference Point: NY.TM-E, 718.756 N'Y'TM-N: 4545:345 Latitude: 41°0.1'4'x,9"" Longitude: 72°23' 5:2.3" Project"lLoc-ation: F W W"SO-45,Little.Pecoiiic Bay. .Authofiied A�etivi : Denlol°ish ilie,existing single famify dweIli ng-arid.ancillary tract tires.a,pO c n%rucl WneW two-story single-fans ly'OwOlMi ,pgrtieo, sunroom, covered po eli, deck, swimhling p ol, and stormwat r drain age structures. Abandon,the existing cesspools nd.cqnsitku t.:t new[/A sar�ita:r yste ra " etii rete retaining Wall,find place el a i fi"l ..l niov •taess for nsta.11:al ciia.til'I e 1' sanitary system, lalistall plantings, rain garden,porvi+ods graVel drives"ay,4-fcot wide pgth„,and a temporary stied to be rd.nitivdd fq]A r;ig constrLtirtion activities, All”work shall be done in appordan e with the plans by Roseberry Architectural Studio la. t.dated 1.122, s d siamped"''N'YSD1 O Approved"'on 2/18/202.2. Perin.it Auth'orizatioiis° Tidid Wetlands.-Under Article 25 Permit-ID,i-4.738-0.466710001 New1'-ermitFit'`ective Date: 2/18/2022 Expieation.Date: 281772027' Freshwater Wetlands - Llzider.Artiele,24 Permit:ID 1.-4738=04667!00002 New 13eniiit Effectiye.Date.: 2 18 0 ` 'Expiration Date: 2,117/2,, Q27 Page 1 of 8° 1K. T L .,Pik TMI T OF F.NVIIIONMI NTAl,C:.nN��ERVATioN Nf;W Y()1 .S AT UC . tt N. Fad ity DEC II) I-47304667 NYSDEC Approval By acceptaince of`this.permit,the p.ermlttee agrees that the permit is.caritingent.upon strict compliance with the T..CLj till applicable regplations,and all conditions included as part of this permit: I'ennit.Administrator: SZ35AN ACKERMAN,.Regional Permit,AiliAniStiaitor .Address NYS.DEC Region I .Headggatters SUNY (tri,Stony Rr ok ti Circle.Ra Stony,Bigok,NY C 9 -3409 Authorized'Siguature: Date f /2zLCZ Diistribution List E.NVIROPERMITS.INC Habitat Nlarine I1-abtat Prbtectibn Ifnvironxnental Permits Peirmif Companents' NATURAL RESOURCETERNIIT.CONDITIONS GENE1tAL CONDIT[ONS,-APIAL.Y TO ALL AUTH0RIZED..PL-RNII'C'8 NOTIFICATION OF OTHER PERN.TT13E OBLI.GATI.ONS NATURAL RESOURCE PERMIT CONDITIONS- Apply.to the Following Pem.its: TIDAL WE "LANM.I .:FRESIMATER.W.CTL.A.NDS I. -Notice of'Ccitnm-eneement. At least 48 hbui-91?rior to commencement cXthe project,!he permittee. and c onttactar shall sign and..-return the:top poruoii of the enclosed n6tiFcation roerh certifying tliatAlzey ars fully aware of-abd unde0t4nd all terpis and conditions orthis permit. 1fihi►a.30 flays of cbtstpletion of pr¢jeeL the bottom'portipn..of the form tiltist be;Si. tied'aAd returned,;afong witli."photographs of the cgnipletcd work. 2. 1?t►st Peartnit Suri The pertnit sign►enclosed with,this pernait shall,be posted in a conspicuous. .lpestiun on the-worksite and adequately protemed from.the veather: Page 2,10f 8 Am t�EW VOI�K-,$TA''M DEPIZIAMENTOF ENVIRONMENTAL CONSERVATION NOW FoOlity-,PC,C 10 147 8-'0467 .3. Naim-COVOIAnt The permittee.-s.13all iiicoiporatethe attached C'bvenalit(dr§iiTii'lwDdpAi-tnig.i3t- d jil. 4t W'jth.t approvzd1pno, a& e i . � I . I ,U p)to the,deed f6r the pfqperty Midrd fl! ptOjectwl(be.qonduc-tedaa: q, the Clerk,of",SUFFOI.' County withii)"3Odays oftlieei"fe,ctiv('., date.:of-tliis-per.mit. This deed covenant small run with the land into perpetuity. Ae"bpti--'bftliecpvc.naiit&d(leedor.oiher.ac.L:-cptibl'epr-oofofr6cord, along wi.th tiv'minaber ass[giled to this permit,shall be,-submitted-with-in 90 days,of the-effective daic of this p errn it to Regional I-,Iabita(.Manager NITSDEC Re.0on I Head4luarters, SUNY @ ISIony BrookJ50 Circle Rd Stony Brook NY]1790 A409 4..Tidal Weiland Covenant The.perrnitft:e shall'inedyp6tatcthe-atfatfied:Coven4.nti . (or similar Dbpartment-approVed languages) to tlia-deed for the property-where the project Will be:-'conducted ted iiM file it with the Clerk ofS,UFPOLK Counly-Widiin,30 dayg of the effectiye,date of this piermii. This deed covenant,sMl ilii drills the land into perpetuity. A,ropy ofthecovenanted deed or,other acceptable, proof,ofrecord,along with the,ilurnbej4 assi&tied to.this pert-n.it,,51iall,.btu.submittcd within,90 days of The effeet"' date qf this permit to Marine Habitat Protdction, NYS, DEC Region l'IH cadq'uattcrg 9UNY aq Stony BrookJ506mle­Rd Stony Brook,NYI'l 796 3409 Attn; Cohipli.dnce -5. Conform anceWith Plans All activities authorized.by this permit mu%be;in_strict-cqnformanee with the apptoved plahs submitted by the.applicant or applicant's agent-as p6ft bfthpermit alp' .guc"h approved plans were prepared:by ROseberrY Archiitpctiltal Studic, last,d4ted'-1M.. and stamped "NYSDEC Approved" on 2/19/2023. -6. Work Artih Lintits Any-work, disturbance, kind or storage of construction materials shall,be confined to-thq area o.fdisturbance as:shown on.the appgved plans. 7.. Silt Screen Pri&to cornmemceipent Q-f any-construction:�activit.ies,.a 6ontinuo-ug line.of silt.-scteea (mg.xiinum opening size of IJ.S.. Sieve 420)911a1 be-staked ploi.-ig the western edge;-of the.proposed driveWoy.. 8: Silt Screen"to Be Raeossed $ilvscreeij shall be recessed si.NInclieg.into the-g-round. 9. Maintain Silt Srr.cen The screen: sball be nTaintaine.A., repaired and_replaced as often-as-necessary to eiisurd proper fuhQ-tion, until all disturgdarea.5-art-, pernianently-vogetated. Se-diineiltstrappeidbylbe 'Screen shall be rewovedto.-an approved upland locat'op k)efQrejliq scree.n is remover:. 'I U. Straw Baler 9-Y Other at Tidal Wetland A row of staked straw bales or.Approvable erosion contrail. devices sliall be,plae ed attlielandward edge otthebtuffej-.area,or46linear--feet from the tidal wethind bOLI1UJarV,-DraS,Iler the NY'SDI'C-approved-O[Aiipriof to , cojimepeement d'any regUlated activities arid-ianiiin,place ad ill.good, Nuctional,condition until the ptojctt is:cbmpletetl and all ll disturbed areas are stabilized witfiveggi:tdtion- Page S of 8 :P A& NEWYOR.KSTATE MARTNIOT Or-EINVIRONWNTAL CONSERVATION '" Facitity DEC IDI-4738.-04667 11, M-ainiain Erosion Controls All erosion control deviees shall b�.tiiaijltaiiied ing qciand furictional, doilditi'O' lY Until tM' pk�1.6-ct has been-complete.dand the area has been stabi'H7,ed. s !2. Contain Exposed,Stockpiled Soils -All.digtuibbcl areaswhore,.soil will be lqmporarily,exposod or stockpik,d f6j-longef than 491ours-sli9l] be coftl6ined by.a continuous line ofstalwd haybafe-!�/sift 'curtains- or othei-NYSDE04apprdved devices)placed 0.n tlie:seaward..side,between-alae f.111 and.the' Wetland or p.'r6tected:buffer area. Tarps are authorized to su ti6thods, ppleri-ient these 6p 13. Equipmtht Storage I 00' 'frPh! Wetland.,Water Body All equipment and rnacliinery shall be stored and safely contained.greater than 100 feet landward of the,regtliated.frteshwdter-wqtl,.ui.d.:or:water b6dy,atthe.-cnd-ofdA6:11 workday. This will-serve to avoid the inadvei.-teni leakage-of deletdfious .substances into the regulated-area. '14. Sto.roocofE4ipmentMate.rials TiiQ-..storageof.cdjistiuctiohequipmeni6ndii!Atorialssbalibe- :con-fined within the project work areA.and/or upland ariep.greater than 50 linear feet fr'.Oin the tidal yvethlp.d boundary-. 151 Ruhoff'and Digeh4irges Directed to Dryw.ells AH.roof rtinoff and/Or pool di:§6iarges shall be .djrecte4-to-drywells I d.rairiage-stk-uctures as shown on the apprbvdd pl3bs. 16. Aiithotized'.Ix'inov.-stiv.e/Alternative.Onsite Wgsiewa.ter Tteatm6nt Syst6mis Q/A OWT' : $.e' tic p Systems Tliis'OChnit,authorizes th6installafiou of any MQde1AofJ/A OWTS'septic system which have approval offfieS,4f Jfealth Services SC 11S). If SCMIS rec6i�ed'the folk County Departnient,of I I P rekinds'its approVal'of one,or more of these,,models:during the term�O-f this permit, DRC will ijo. longer 0 fibat Tnddel,, *r' he,lisi.OU11-A OWTS systems whicli.have received approve now instollati ns'0 app)loval by. SCM-18 are found oil the Soffolk.Cotlnty Websitf,.under the R.ie�claim.Our*Wator-1-Ibmeowi*rsection at: OVorVie'w'ofPrbvisioiia'4y Apprqved Te'Plinologies. 1'7, M, aintertance of:Installed Nnovative/AlterriatiVe O'nsite Wastewater Treatment.,systenis (1/A OW1,5.) The permifteernust in , Aintain,set-Vice andrepair,�the installed I/A OWTS in,accordance witch the niaititenwice schedule set'fdrth in the"Stiffolk County Department of TicifItli Servicos,(SC1 148) peniiii issued for thesystern. 1-8. Direct Runoff A%vay fnpM TWO Wctlanoand,Buffer Roads, driv&miys,.and pdrki.ilg ureas:shall be graded to direct runoff away front tidal wettgn.4sand piojected buffer orci s. m Driveway./Pgr-king Area of Pervious Material Driveway and parking,ateas-.shall'be cotjstrucied of NY,q-[)E'C-approved pervious materials. 20. No-Pool'iNscharges.to Wetland There-zhall be.no dr6ifflng of s.w.hunling p.OQI.water directly or 0 indirectly-Irito wi'ftfids or protected buffer areas. z1..No 1)1-pvells in-or neat Wcdand Dry Wei-is for pooi filter bftc]cNv. asb shqlj be,locateda 1-11illinium cif 68-.linear-feet.-lancl.ward.-o-f'The-tidaI wetland boundary, 21. Concrete Leachate Durkig.c'OA8ruction,.-'no wet or fre$h qoncrcAe orJoadliate.,sliall b-e*allowed.to escape into any NvmetJands or waters of NeW York StAtd,nor-shall *jsh.ings'ft6ii-i'r'e.ady-LiliNed ponerpte tracks-,'mik'ers,-or other d6ice§be allowed to cater any wetland or waters, 01IN,watertight or N.V�itei-,prool'forms.shall be-Lisi d. W-et'contrete.-*sliallnot be.p6.Lu-.e.d-.t.odisp.!ace.waterwithin the f-o-rit.1s. Va-e 4 of 3 NENY-011K.-STATE DEPAOM�NT Or ENWIRUiyM NTA.L CONSERVATION IRMW Facility U$:C Ill 1-473$-04667 2.3; l 6ncy,-term Plan(Survival TheJ 0'-wide non atil t buffa:r sh6 l be planted as per the plarts by Rosebetry Architectural Studio.last dated 1/22 awed, stamped "'N SDEC,Approved"'ori 2/1-5/2, 022, and.. the permittee Shall ensure a inhiitnum of`856% survival of plantings.by the end of lve growing scasons, If this goal isnot met„the pet-iiiit.holder shall re.-evaluate the restoration project in orderto determine how to:nieei the miti^ation goal;atid submit plans to bc.upproved by the ctff`tce of 1VTarine Habitat Pro#ection. 24. 2 Year.Mint S.uft-vival All plantings shown on the drawings.j.padc a part of this permit.must: survive for,a niihirnum.of two:growing.-seasons. if miortality:exceeds ten percecit, of.bare areas occur, dead plants elitist be replaced. 25. AnwP.lanting.Speeifieations The•restoration:area.shall'be planted with native species,niinirntitn J-gallon container,and allowed to grow-in naturally and undisturbed as follows :-as shown bn'thL­ approyed plans. 26. Cover Material For Footp#th Cover.material used for footpaths.is.liiiiited io natural wood/bark chips, stone, gravel,or sated. 27. .D.epartrtt,ent Jurisdietion The department ietfthis jurisdiction of all�.regulated lands where.filfhas been permitted. Placeirietit o'f.fill shall not be used to alter the department's Tidal Wetlautd jtirisdidtional area at the project•site. The area remains-a':regulated arsa-subjeci to Tidal Wetland Land Use restrictions & of 6 NYCRR.part 66J. 2s. Clean F [Only All frill shall consist 9f clean soil,.sand and/ax-gravel that is free of"the following subsltat ccs; aspli lt, slag,.flyash bracken etiiicretc, deniolitioti debris,gaa°beige, house lz:cil .refit tires, woody materials-inaludiiig..tree-or landscape debris, and.metatobjects. The introduction of'materials toxic-tn-aquatic life-is expressly prciliibited. 20. Seed, Mulch Disturbed Arvasi, All arcus of soil disturbance,rosidlin;�from tier;project shall be seeded with°an appropriate-lietennial grass,and mulched with strow,inimediately uponcorbpletion ofthe- proj ct,within two,days offinal'grading .or liyw the expiration oftlie permit. wltichevor is first. 30. Temporary.M.ulch, Final Seerlijig If-seeding,is.'iinpracticable.due.to ilio tinie of year,a temporary. .mulcl<i shall lie applied and:final-seeding shall be performed at the earliest oppgrtunity when weather -condltions favor.&rminafioii and growth.but not more-than.six' months after pr(�Jeet Ornilotion. 31., Minimuin % Vegetative Cover Suitable vege(iftive cover is def tied as a-minimuni of 8.5 %area Vv &tative.cover with contiguous.uiivcgctated.areas-iio larger han- 1 square root in size. 32. No'Distufbance to Vegetsiapd Tidal Wetlands There shall be no d'isturbahce to vegetated tidal wetlands or protected buffer areas as a result of the pbhiiitted activities.. 33:-Materials Disposed at Upland Site Any demolition debris, excess construction iiiate'riats,.and/or- excess:excavate d-materials shall be.immediately and.completely disposed afon an aipproved iigland site morclh*! 1*00 feetli-gni,any..regu'lated Ii•eshwater-wetland. "['Hese materials snail.be sui.tably.stabilized so as:not to re-etitor'any '.nater body, Wetland, or wetland adjacent area. Page 5.of 8 NEW YORK STATE'DtP,',-kRTMMN0V0-F ENVIRONMENTAL CONSERVATION Facility DEC ID 1.-4138-046.07 34. No Construction Debris in We.414nd air Adjocent Arca Any debris Or mess material 411,oill constrUCtibil of this project Silo 11 be the adjaicent,nrea(nphind-Yand removed to an approved lipjandafe'a tbudisposall. No deb visIs permitted in wettandt al)(11of protected buffer t I Iroas.. .35. Materialls.lDisposed at,lUpland'Sitii Any Aeriiipl ition debris, excess cpIlstrtletion e� I ,,at rWs:,,And/6i jillateria�isshall i),c,�ihiiiiediit&iy an coi 'p'utel ' sed of in an-,anthorizq1 01id waste. iii, .0 n I y d1spo. ,management fiac i ity. These ftiaterials Shall be,suitably--stabilit d as not fo re-enter any water body., ,wqfland or WeiMnd,adjacent.area.. 36. State Not LiabI6 for Moini& TheSl6b4 of New York shall-,in no.case beliable f6r any danmgor� iiij-Liry to the stru oture orwork hereili authorized which jnay�be--idabsed by or fe-SUIt',fromflutprP operations- tindertakim,by the Statd,for the ebilserva'ti(?jvo%,,unprovenlientofnavig9t I lbn;or for I other.p I urp.oses,,ajld Ilo claim or right lo�:compensatiojl, shall acti'lie.frobl,any S0611 diirniige, .37. St'00 May Order Re'moval or Alteration ofAVOrk if future operations by the State of New York require an:alteration.in the position of the structure or work herein authoriz.ed-,or if,.in-tile opinion 6r.the Mpailmiit of'L,'nvitoitmetital,Ci�)n'servat.ioh it shaff'caiise unreasonable obstrIL'Iction to the free navigat,iQn of said Waters Or flbo4 fib�v .orendanger the I�ealth,safety or welf4re of the people of the State,'or ciliis *' loss or'destrtiction of the yjat Llyal r,esouroes-of the State, the owner ninbe ordered by the Department to ferbove,ot Alter the sl ructural work-,obstructiong, oar ha2aids cata is sed theteby without e)tppnse to the,State,. And if,upon lbe-expiratibri or revmatidn of this P'errhit,the;sirvcture rhodifloMion of the, fill,excavation, or other Watercourse-hereby authorized not be do:inpleted,.tie owiiers., simIl,-- ithout 6,xlyebse to the'State,and f,6 aich,t­ktent and in such time and,-maojier-a$-thc�.'Dopartib-ci)tof without Envii-onmental Conser'vation May, reqWre, rein ove all bf-apy portion.of 1he.uncorn-Pletcd smicttjw or fill arid restore'to,its'forinei ,condition the navigable and flood,capacity'of the be ina I "8t , Watercourse. NaNo t-14im �hall' We"119841st,the ate'Of New York on 6ceo011i of Any such semiovaloralteration. Shite 'May Requ"Vc Site Restoration If tipon [fie expiration' 'or rooddtibin.ofthis perinit,the- Project hereby authoiheed hos hol been ecimplete' d,'the applicant shall,without expenseto,the State,- And to such extent and in,soqh time,and'mailner as tl I ic Department of Envirpp;,nental Conservation may lawAilly require, reniove,all p former Conditi( it any portion Or the e Uncompleteld-strLicture or fill,and r6tore'the situ toits on. No tlaiin AM I be hiademufinst the State of New Yorlt on account of.,�inysticfi tehi6val oralteraflon. t7 . I 39. Ptecatttions AgaitistContiminatioh,of Wa -rs-. A .I necessary precautions shall betok,irn to piecl.tid6co,ntaini,natic),jipfatiywetlaii,dot",Y,ateiw,w-a y b" suspended solids, sediments,TleIs. solvents, lubricants,'dPoxy coatings, paints, conemic, lcacliat�,Qr,any other en,,kironmeiitally.'clelt.teri'o'tis materkils coatings, aISSP.Piate4 Nvith Mie project, Page 6 of$: Am, N-EMI YORK STATEDEPARTMOT 0VE'NV1k0'NN1EN'(AL COMEk--VAT' "Wo IbN MW Facility MC ID 1-473M4667 .d. newly-discovered tuateriat i rifOrillati o n Or-a-maieri al c-'.hange in..emdron mental,conditions, relevant. t�Chpqlqgy pr-applicable law-or regvlations since fh*i� issuati,&of the existifig p6rhfft; e. noncorapliance Willi previously issued pornlil conditions' br&rs Qfthe comi-hissionpr,any provisions of the Envirlpal=ntal Conservation Law ormgtilatioijs of the Departhieilt related to the permitted activity, 6. Perni.ft Transfer Permits-.-Pre tran.sferrob-le.,unleSs speciicafiy prohibited by statute, regulation or ,at-i-o.dier.pei-hiit-.conditl(yil. Applieations for petinit transfer should be subjuitied prior to actual transfer-of NOTIFICATION OP-OTHER,PERMITTEE OBLIGAMNS L Iterd A: Nrtnitltee Ageepts Legal RosponsJbility and'Aaices to Indemnification The'permittee,wexcepting state:br-federal 4o 'cies. expiwes,sjyagrees toindeiuiiifya,jad'ho-ld'harmless the Depaqnjen�of Environmental Conservation.of the State of.'Now York,its.representatives. e Miploydes, and agents ("DEC")for all blainlis, slifts,actions, and damages,to.the exteilt-attributab.le to-the perinitiee's,acts or omissions-In connection with flie,permittee"s undertaking;of activities in-connqcdon 'With. of'opgralioh and inaintenance,of,the-fike.iffly or.-facilities authorized by the permit whether in. coiriptiance!ok not in.compliance with the lOrnsond b conditions-of the perinit. 'r ,isindemn�i�ic'ationd'*O,es not 0-kiend to any claims, sdils, actions,,or dalngtges to the&-xtent attributable to DEC's own ne,61 intentional acts ot-oitissi6ng, 6ft.p any cfainis, suits, or-actions naming tl.ic DEC and arilsiihgunder Attide 78 of the New,York Civil Practice Laws.and Rules ter-any citizen suit•qt civil-rights prp.vision" "Undbr"feddral or state,IaW.s. Item.B:.Periniftce's Contractors to.1Com'Jyvvifh'Pcrmit P - The peirnittte is-'respoksibI6 fbr"infibrmiii� as independent c,(,)ptractors, miplQyees,agents and assigns of ll,ieir responsibility to comply Nvith this,pormit, including all spechil c6nditfons while ociing as the perrnitt&&s agerit with respect to the permitted activities, and such persohs,sliall.be subject to the same sanctions for vio.lati-oxlg.,o.-ftbe.Ei,vitotijiiei.ituI Clqnserviition 1_4w.as those prescribed for-the pennit.tee.. Item Q,Pti-mittee, Responsible fiiir.Obtaining Other Required Pprinits The Perniittpe-is..res onaibl.e for o aiii ng.-..an otheirpermits..ap lauds; easements and eights o-P -P bt, 0 pri)�ral§' I d Y i Ny:,lythat may bdr'eqLtired-toBarry Q.Ottlie.activities.tliatare authorized:b� vthis-permit. Item Di Na Right to'Tre.spass orInt.erfere-wiffi.Ripariah Rights perniirdaeS not WlvveV to"thee P'brniftteo ai)y fight io trespass upon the lands or interfere.with the -riparian-17gll(5 of others.in order-to perfdvni the permitted-work- nor aloes it:authorize:the:impairrilqit of any'rights" M16,.or intd-ibstin real or personal proppr held"or v.e,$ted in a person not a party to-tile PerIT-1.1t, Vage,8 of.8 ' 3 70 }` . .� a �. M N Q. . �� E� •tet co. +. Q. p O N O 4— U. 4- V) �. 0 3: -W A m 0) O W j �.�. QY L-U 'a oN: o sr 5w rd � 00 (.. -� M. j � u a > � E L CL C: N C A.I. 0 10 tz 1 �j V E i (�70 LU O -40- r- -' CD t L. Q O 0.) Q UT A , U= J Zoo �: � �° � '� o d- Cv o u o AQ �-' Q 0p N O N. v r .N aro M. I` r- .�. �- L cel D` . � � N4- O u] O t o — E -0 M Ja- N, �. -1 N E f-- Q. V C C I Suffolk countY 000-Of Affairs Labor,LicGrksin HOMSIMpfnVEMEN7 LICENSE Name �i JOHN H ZENK Businsss Name This certwfies that the QUALITY AFFORDA BEL ANDSCA,PING INC , ares is defy licensed ay"county CA srilterolk. Llaense Number-H-49760 Rrasafla Drager issued: 0214712012 cornmisslc�W F-Xpires:0210412024 ACS CERTIFICATE OF LIABILITY INSURANCE D0TE(M3P17f2022IIA2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT N, E w Customer Care Associate Acrisure, LLC dib/a:Atlantic Agency ' �—,N�) 1469 Deer Park Avenue NORTH BABYLON, NY 11703 INSURERS AFFORDINGCOVERAGE NAIL# QUALITY AFFORDABLE LAN D _........ INSURERA:_ITITAtlantic Casualty Ins Co 42846 INSURED DSCAPING INC INSURERS: DBA QAL SURROUNDINGS INSURER C:: 160 KINGS DRIVE INSURER° .... RIVERHEAD, NY 11901 INSURERE: INSURER F. COVERAGES CERTIFICATE NUMBER: 00010222-540887 REVISION NUMBER: 31 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _11*0IT. TYPE OF INSURANCE SWVQ POLICY NUMBER ;MMLt Pt7 OD/YYY ICY LIMITS A ,..rX COMMERCIAL GENERAL LIABILITY Y L068027128-0 07/02/2021 07/02/2022 EACH OCCURRENCE $ 1,000,000 ..0A . T t......-�_.-_. CLAIMS-MADE �OCCUR P1_R§M sacc d�renre $.... „... 5�OU MED EXP(Any oneperson) $ 1 Mo .,.......,_ ..........��,. PERSONAL&ADV INJURY $ GEN, 1,000,000 L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ ,2 000 000 '.. POLICY❑ PRO- LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: FER. AUTOMOBILE LIABILITY a NEC?SINGLE L. $ LIMIT ANY AUTO ,BODILY INJURY(Per,person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY . AUTOS HIRED NON-OWNED ;AROPERT�tDAMAGE'� $ AUTOS ONLY �.,m.-.,. AUTOS ONLY Ae of Au L& $ EACH EXCESS UMBRELLA CLAIMS MADE AGGREGATE OCCURRENCE $ - DED RETENTION$I. $ WORKERS COMPENSATION PERTE OTH AND EMPLOYERS'LIABILITY YIN E L EACH ACCIDENT E Ir.$..-,_ ANY PROPRIETOR/PARTNER/EXECUTIVE N/A OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yyes,describe under DESORIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS f VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Landscaping-Job:280 Cedar Point Drive East,Southold,NY 11971 -Town of Southold(53095 Route 25,PO Box 1179, Southold,NY 11971)is an Additional Insured under the General Liability Policy as required by written contract.The Certificate of Insurance is issued subject to all policy terms,conditions,limitations,exclusions and language of the policy. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 53095 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO 9 17 1 Box SO Box 117, NY 11971 AUTW O REPRESEN TIVE VA1 ©1988-20115-ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Printed by VA1 on 03/17/2022 at 03:27AM Workers' �+rr+rirai+-A r- -_r-_r- a_&-Ar+i JN%a a�wr �+ _kI Jr r+a 4%rr len rArc Compensation [, ERIIli'll►AIC VT 1NQUMJ6A1VLrIC IrUVICII'CA%7C Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that Carrie 1a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured QUALITY AFFORDABLE LANDSCAPING INC 631-727-3064 160 KINGS DRIVE RIVERHEAU,NY 1iSUi 1 c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured (Only required if coverage is specifically limited to certain locations in New York State,i.e., Wrap-Up Policy) 113415001 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company 3b.Policy Number of Entity Listed in Box"1 all DBL254622 3c.Policy effective period 06/08/2021 to 06/07/2023 4. Policy provides the following benefits: A. Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave honeflts conly. 5. Policy covers: A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. By 'd,0 Date Signed 3/17/2022 y 4� 1 (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier, this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 56 is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. S of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers' Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200, PART 2.To be completed by the NYS Workers'Compensation Board (only if Box 48,4C or 5B have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Arricle y of the Workers' Compensation Law)With respect to ail of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title .....- Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB_120.1 (12.21) 111111111111111111111111111111111111111111111111111111- NYSIF New York State Onsura nce IFund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) AAAA^^ 113415001 THE FLANDERS GROUP " 300 LINDEN OAKS51 SUITE 210-1 ST FLOOR ROCHESTER NY 14625 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER QUALITY AFFORDABLE LANDSCAPING INC TOWN OF SOUTHOLD DBA QAL SURROUNDINGS 53095 ROUTE 25 160 KINGS DRIVE PO BOX 1179 RIVERHEAD NY 11901 SOUTHOLD NY 11791 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE Z1261355-0 628272 04/01/2022 TO 04/01/2023 3/17/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POUCY NO. 1261 355-0, COVERING THE EIV T IRE OBLIGATION OF 'I HIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:IIWWW.NYSIF.COMICERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. —ir.i err.ni nnrn JVti1H LEIYT\, f't\£O GEORGETTE ZENK,V.PRES OF QUALITY AFFORDABLE LANDSCAPING INC (TWO PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SU NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 452082428 U-26.3 New York State IInsurance Fund PO Box 66699,Albany,NY 122W nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 113415001 THE FLANDERS GROUP 300 LINDEN OAKS SUITE 210-1 ST FLOOR ROCHESTER NY 14625 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER I CERTIFICATE HOLDER QUALITY AFFORDABLE LANDSCAPING INC TOWN OF SOUTHOLD DBA QAL SURROUNDINGS 53095 ROUTE 25 160 KINGS DRIVE PO BOX 1179 RIVERHEAD NY 11901 SOUTHOLD NY 11791 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE Z1261355-0 628271 04/01/2021 TO 04/01/2022 3/17/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1261 355-0, COVERING THE ENT IRE OBUGAT iON OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:I[WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. J%jrlil Lr-I`1r\ rf-,E- GEORGETTE ZENK,V.PRES OF QUALITY AFFORDABLE LANDSCAPING INC (TWO PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:721185836 U-26.3 7 9, DATE(MMIDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 03/17/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRoouceR Customer mer Care Associate TA T PHONE 784x )..... 1469 Deer Park Avenue lantic Agency s312a4 7 MAIL rcay com C.. atlant — ..._.. _ _ - - NORTH BABYLON, NY 11703 Iq INGCovFw►GE NAICa INSURE S AFFORD INSURERA: Atlantic Casual��,� � .._.�...... m u. . ______..___.._... Ind CO ...�.._. INSURED QUALITY AFFORDABLE LANDSCAPING INC INSURERS:` DBA QAL SURROUNDINGS 160 KINGS DRIVE — RIVERHEAD, NY 11901 INSURERE: INSURER E. COVERAGES CERTIFICATE NUMBER: 00'010222-510887 REVISION NUMBER: 31 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _... _.........._._ _ .m.. ... _ UCY Potk IR TYPE OF INSURANCE ADDSU POLICY NUMBER MM0 pl yYM EFF M Y EX Y LIMITS LIR. L . A X COMMERCIAL GENERAL LIABILITY Y L068027128-0 07/02/2021 07/02/2022 EACH OCCURRENCE $ 1.000.000 -_- 6. t�:11.. _. .... $ 50 000 CLAIMS-MADE �OCCUR PRE�I4ISES Ek�tTt�yg ............--........................... a .. P Any one person $ 1 000 ..w. ......................... .-_....... ,,..� MED EX.-- ................�.. PERSONAL&ADV INJURY $ 110001000 ,. .. _GENERAL.�_ ,000 000 EN'LPOAGCY E]LIMIT APPLIES OC PRODUCTSGCOMP/OP AGG $ 2x000,000 '.. OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ a awde g____...... - .......... .... ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURYa Per _, AUTOS ONLY ,m, AUTOS ( cadent) $ HIRED NON-OWNED PROPERTY'DAMAC,'E $ AUTOS ONLY AUTOS ONLY (PerCarM0.) _..._. ., OCCURRENCE....... $ EXCESS LIABAB OCCUR EACH O $. CLAIMS-MADE AGGREGATE DEC) RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN '',. §IAT ITE., ER.ANY PROPRIETORIPARTNER .,_„........... ., M F RIM MBB HR EXCLUDEED ECUTIVE 7 NIA ( dEES L. EAS_ECIEA EMPLOYEEm m$If ^^^ rY E ) Dyes esbe under ESCR4PTgON OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $.__ _........ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) Landscaping-Job:280 Cedar Point Drive East,Southold,NY 11971 -Town of Southold(53095 Route 25, PO Box 1179, Southold, NY 11971)is an Additional Insured under the General Liability Policy as required by written contract.The Certificate of Insurance is issued subject to all policy terms,conditions,limitations,exclusions and language of the policy. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 53095 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 SOUTHOLD, NY 11971 AUTHp ED REPRESEN TIa b A7 ©198.8-20 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Printed by VA1 on 03/17/2022 at 03:27AM /Vmk\ New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) AAAAAA 113415001 THE FLANDERS GROUP 300 LINDEN OAKS 10, SUITE 210-1ST FLOOR ROCHESTER NY 14625 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER QUALITY AFFORDABLE LANDSCAPING INC TOWN OF SOUTHOLD DBA QAL SURROUNDINGS 53095 ROUTE 25 160 KINGS DRIVE PO BOX 1179 RIVERHEAD NY 11901 SOUTHOLD NY 11791 POLICY NUMBER CERTIFICATE NUMBERT POLICY PERIOD =3/ 7/2 Z1261355-0 628272 04/01/2022 TO 04/01/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1261355-0, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. JOHN ZENK, PRES GEORGETTE ZENK,V.PRES OF QUALITY AFFORDABLE LANDSCAPING INC (TWO PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. 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ALL LUMBER SHALL BE HEM FIR N0.2 FB = 850 PSI SINGULAR, a75 I- CONTRACTOR SHALL GI ECK AND V`ElRJ Y ALL• G70MON5 AT THE 51TE PRIOR 1000-90-2-14.1TO STARTING TO WORK AND 5HALL FAMILIARIZE HINEELF WITH TI-E INTENT OF MESE SREPETITIVE FV = a5 P51, E = 1,300,000 P51, MAXIMUM MOISTURE s TAX MAP NO. CONTENT < lam. OR DOUGLAS FIR N0.2 FB= 815 SINGULAR, a-r5 L�CX%IJh,ENTS, AND MAKE WORK GONE-,ORM WITH THE sGa=E 4 INTENT of THINE PROPOSED REPETITIVE FV = a5 P51, E = 1,500 00 PSI MAXIMUM MOISTURE THE CONTRACTOR IS TO REVIEW THE AND ZONING: R-40 RESIDENCE CONTENT < lad. SURFACES WITH SAME TYPE OF MATERIAL USED FOR BIDDING 15 TO BE BASED UPON A COMPLETE REVIEW OF THE DOOJMENT5. SHOP GOATIN6 - UNLESS NOTED IN THE DRAWINGS FOR THE RE5IDENGE 2• A VALID TOWN BUILDING PERMIT SHALL BE OBTAINED AND LAWFULLY P05TED EW R E LOT AREA: 35,914 SQ.FT. IN FLOOR AND ROOF FRAMING. FROM THE LOGAL MUNICIPALITY HAVING JUZISDIGTION PRIOR TO STARTING ANY 2. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE W�RfC EXISTING BUILDING AREA: 1 ,264 SQ.FT. TO BE REMOVED APPLIGABOE SECTIONS NA TEAL RESIDENTIAL CODE, AS WELL AS THE 3. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPRCVAL5, PERMITS, CURRENT WOOD FRAME CONSTRUCTION GERTIFIGATE5 OF OGGUPANGY, INSPECTION APPROVALS, ETG., FOR WORKul" E 1" C E Z 4'., PROPOSED BUILDING AREA: 3,5 6 7 S Q.FT. MANUAL. PERFORI ED FROM AGENGIE5 HAVING JtJR15DIGTION THEREOF, IF REQUIRED.E '�"NK R E S 1 3. ALL WOOD EXP05ED TO WEATHER SHALL BE A.G.Q. TREATED IN AGGORDANCE WITH THE LATEST AWPA STANDARDS. ALL WOOD 4• ALL WORK SHAH- CONFORM TO THE NYS RE51DENTIAL CODE AND ALL RULES 280 CEDAR POINT DRIVE PROP. DECK AREA 1 ,716 S Q.FT. (INCLUDING POOL) THAT COMES INTO CONTACT WITH CONCRETE IS TO BE PRESSURE AND REGUL.ATION5 OF THE MJNIGIPALITY IN WHICH THE BUILDING 15 TO BE GENERAL NOTES TREATED. GON5TR1Y_,TED. LOT COVERAGE: 10.5 % (BUILDING & DECK ONLY) ° " THIS DRAWING, PREPARED FOR THE SOUTHOLD , N 4. ALL WOOD CONNECTORS SHALL BE SIMPSON , OR APPROVED 5. ALL ME-I-f'IOT75 OF GONSTRUGTION ARE THE RESPONSIBILITY OF AND TO BE SPECIFIC PROJECT INDICATED, IS AN EQUAL. ALL FASTENERS FOR PRESSURE TREATED WOOD OR CAREFULLY �'H210 BY THE CONTRACTOR. INSTRUMENT JE SERVICE,AND THE EXPOSED ARE TO BE HOT DIPPED OR GALVANIZED STEEL IN PROPERTY OF ROSEBERY ARCHITECTURAL l FLOOR AREA RATIO: 14.71 % ACCORDANCE WITH NYS RESIDENTIAL CODE SECTION 31x.1 6. IF IN THE COURSE OF CON5TFAICTION A CONDITION EXISTS WHICH DISAOREE5 WITH STUDIO AND JOHN D. ERY AR HITOWN SOUTHOLD THAT AS INDIGATED ON THESE PLAN5, THE CONTRAGTOR SHALL STOP WORK PRIOR 5. MEMBERS INDICATED A5 " MIGROLAM" OR M.L. ON THIS PLANS ARE TO AND NOTIFY THE ARGHITEGT OF THE CONDITION. SHOULD HE FAIL TO FOLLOW ARCHITECT PLLC. BUILDING HEIGHT: 35 FEET MAX. 34 FEET P R 0 P 0 S E D TO BE TI MBER5TRAND 1.7 E L5L AND SHALL BE MANUFACTURED IN THI5 PROCEDURE AND CONTINUE WITH THE WORK, AND AN I NADEGVATE CONSTRUCTION SUFFOLK COUNTY, NY ACCORDANCE WITH "T-RU55-JOI5T" MAGMILLIAN STANDARDS. DE516N CONDITION 15 THEN CREATED, I-E 94AL .. ASSUI`-E ALL RESPONSIBILITY AND LIABILITY. INFRINGEMENT OR ANY USE OF THIS STRESSES ARE CONSIDERED A5 FOLLOWS: FB=2,(oOOP51, FV=400 PSI, PROJECT IS PROHIBITED.ANY ALTERATION, ALLOWABLE SETBACKS: E= 1,-100,000 PSI. -7. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL OR REPRODUCTION OF THIS DOCUMENT IS OF I TON PER 50. FT. AND SHAH HAVE A MINIMUM OF 3b" OF GOVER ALSO PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PROJECT TITLE / LOCATION F RO N T YA R D 50' R E Q.D 234' P R O V. SIDE YARD TOT.35' TOT. 36' P R 0 V. 8. ALL CONCRETE SHALL BE 3000 P51 CONCRETE AT 28 DAYS FOR SLABS, WALL5 AND FOOTING.,, AND SHALL CONFORM WITH THE REGUIREMETIT5 OF THE NYS RESIDENTIAL GODS. SI DE YARD M I N. 15' REQ'D. 15' PROV. REAR YARD 50' REQ'D 97' PROV. CONSULTANTS: DIN DE USED BUILDING CODE REFERENCE a. ALL POUR. GUNGRETE FOOTING-3 ARE TO BE REII�ORGED WITH (Z #5 REBAR THE BUILDING CODE CONFORMANCE GITED 15 NY5 THE BUILDING PLAN5 EXAMINER SHALL REVIEW THE HORIZONTAL- C )NTINJCUG•. ALL POURED CONCRETE FOUNDATION WALLS SHALL BE 2020 RE51DENTIAL CODE A5 PUBLISHED BY THE NEW DOCUMENTS FOR MINIMUM ACCEPTABLE PLAN WOOD NOTES REIN- W'# 5 F�EBAR HORIZ. NEAR TOP OF WAIL. YORK DEPARTMENT OF 5TATE. 5UBMITTAL REQUIREMENTS OF THE LOCAL PROJECT ZONING INFORMATION 10. ALL 5TRLJCTU�.AL STEEL SHALL BE A-36 AND SI ALL BE FABRICATED AND MUNIGIPALITY AS 5PEGIFIED IN THE RE51DENTIAL INSTALLED AS PER LATEST A.I.5.G. SPEGIFIGATION5. AND/OR RE51DENTIAL CODE OF THE STATE OF NEW YORK. THI5 REVIEW DOES NOT GUARANTEE - II. All AT INTERIOR WALL GONSTRUGTION SHALL_ BE (2) 2" X b" UNLESS COMPLIANCE WITH THAT CODE. THE SEAL AND I. DEMOLITION WORK SHALL BE DONE IN STRICT CONFORMANCE WITH LOCAL AND NOTEDOTT ER4�IISE MECHANICAL CODE REFERENCE 516NATURE OF THE DE516N PROFESSIONAL HAS N STATE REGULATIONS BEEN INTERPRETED AN ATTESTATION THAT, TO 2. PERFORM ALL DEMOLITION WORK IN ACCORDANCE WITH THE RE6ULATION5 OF 12. DOUBLE J0ALL 15T5 UNDER APARTITIONS PARALLEL TO SAME AND AROUND ALL CONSTRUCTION OF THIS PROJECT IS TO COMPLY THE BEST OF THE LICENSEE'S BELIEF AND AN51/NFPA 241-1a?5, BUILDING GONSTRUGTION AND DEMOLITION OPERATIONS OPENIN . PROVIDE DGOIIJBI E BLOCKING UNDID ALL PARTITION WALLS RUNNING INFORMATION, THE WORK IN THESE DOGUMENTS SPEW- - PRO TO JOISTS. WITH CHAPTER 12 TFfROUGFf 24 OF THE 2020 NY5 " RE51DENTIAL CODE WHERE APPLICABLE TO THIS ARE. 3. PROVIDE ALL TEMPORARY BARRICADES, RAILIN65, LI6HTIN6, ETC. REQUIRED PROJECT TO PROTECT THE WORKMEN, OWNER'S PERSONNEL, AND OTHERS FROM INJURY DUE 13. ALL DfZn44 L SHAD_ BE U.5.6. NATIONAL 6YP5UM CO. 1/2" THICK UNL I. ACCURATE TO THE DEMOLITION WORK. PROVIDE FREE AND SAFE PA55A&E OF PERSONS TO OTFi13RWI5E NOTED. 2. GONFORM5 WITH 6OVERNIN6 CODES AT THE AND FROM AREAS AND FACILITIES WHICH ARE TO REMAIN. PLUMBING CODE REFERENCE TIME OF 50BMI55I ON 14. I NTI�ioR PARTITIONS oN5 ARE TO BE GONSTRUGTED OF 2" x 4" WGbD STiJDS AT 16" 3. CONFORMS WITH REASONABLE STANDARDS OF ,,. 4. PERFORM THE DEMOLITION WORK IN SUCH A MANNER AS TO PREVENT FIRES. O.G. TE OR GY TITI BOARD BOTH SIDES RLS OOF 2" x 4 NOTED. CONSTRUCTION OF THIS PROJEGT 15 TO COMPLY PRACTIGE WITH THE VIEW OF THE 5AFE6UAR1;IN67 "` '` REMOVE ALL ACCUMULATED DEBRIS PROMPTLY. DISPOSAL BY BURNING WILL NOT1/2" WITH CHAPTERS 24 THROUGH 32 OF THE 2020 NYS OF LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE. " `' BE PERMITTED ON SITE. ALL DEBRIS SHALL BE DISPOSED OF IN A L E&AL,WORMANLIKE MANNER. DO NOT BURY MATERIALS ON SITE. PROJEGT MO PLUMBING WORK REQUIRED) 15. ALL INTERIOR DOORS SHALL BE STAINED GRADE 6'-8" HIGH X 1-3/8" X WDTH � � L« RE51DENTIAL CODE WHERE APPLICABLE TO THI5 4. 15 THE RE5PON51BILITY OF THE LICENSEE. AS NOTED ON PIAN NTH APPROPRIATE HA�VLJARE. n_ € '� ` 5. ALL 5ALVA6EABLE MATERIALS AND EQUIPMENT, INCLUDING FIXTURES, FURNISHINGS AND DECOR ITEMS SHALL BE STORED AND PROTECTED FROM 16. ALT... t-1OLDING-f AND TRIM SHALL BE STAIN GRADE. DAMAGE UNTIL THE OWNER DETERMINES THE COURSE OF ACTION TO BE TAKEN. V ELECTRICAL CODE REFERENCE ENERGY CODE REFERENCE: 17. CO3W-r TOR SHALL 6E Rr�PON5IBL.E FOR ADa;VATELY BRAGIN6 AND t _. 6. THE GONIRAGTOR IS TO NOTIFY AFFECTED UTILITY COMPANIES BEFORE PRC?,'. ; ALL I^JORK CURING CONGRUCT10N ATAINST DAMAC-E BREAKA0E ���, CONSTRUCTION OF THI5 PROJECT 15 TO COMPLY TO THE BE5T OF MY KNOWLEDGE AND 5TARTIN6 WORK AND COMPLY WITH THEIR REQUIREMENTS. PROVIDE I ETTERS - - I COL.L.AF-3E, DISTORTION AND MISALIGNMENT ACCORDING TO APPLIGABLE CODES WITH CHAPTERS 33 THROUGH 43 OF THE 2020 NY5 PROFE55IONAL JUDGEMENT THE5E PLANS GONFORM OF UTILITY DISCONNECT WHEN REQUIRED BY MUNIGIPAL AGENCIES REVIEWING STAIVA�1.� A1ND C� PRACTICE RE51DENTIAL CODE AND THE CURRENT VERSION OF THE WORK. TO THE 2020 NEW YORK STATE ENERGY NEC, WHERE APPLICABLE TO THI5 PROJECT. CONSERVATION CONSTRUCTION CODE. 1. DO NOT D15ABLE OR 015RUPT BUILDING FIRE OF LIFE SAFETY 5Y5T EM5 18. ALL WINDOVE SHALL BE DOUBLE-E INSULATED Gf , VINYL OR WOOD FRAME SUBMITTED PLANS ARE TO INCLUDE THE WITHOUT PRIOR WRITTEN NOTICE TO OWNER. WITH INSE-GT SCREEI,I AND JAMB EXTENDERS AS REGJIRED. Architect registration expires 9-30-23. APPLICABLE RE5-GHEGK OR REM-RATE REPORT AS „''' ;' ` ` / 6. PROVIDE DUST-TIGHT PARTITIONS BETWEEN AREAS WHERE REQUIRED BY NY5 ENER6Y CODE, SEE SHEET EN-1. I,!,WORK IS BEING PERFORMED AND AREAS WHICH ARE I ALL PL.Ut-51WSHALL BE IN STRICT AC 0RANGE WITH THE N.Y.5. PLUMBING RAISE HOUSE ELEV.SOUTHOLD 1/23 16 BUILDING DEPT.COMMENTS 10/22 A PERMANENT GERTIFIGATE SHALL BE GOMPLElED _ FINISHED OR IN USE. BY THE BUILDER OR REGISTERED DE516N - a. CONFORM TO PROCEDURES APPLIGABLE WHEN DI56OVERIN6 HAZARDOUS 20. Tx E ARGHITECT5 CERTIFICATION APPLIES ONLY TO THESE PLANS GONFORN ICN E 15 BUILDING PERMIT SUB. 5/22 PROFESSIONAL AND P05TED ON A WALL IN THE OR CONTAMINATED MATERIALS. WITf' THE P,ESIDENTIAL CODE OF NEW YORK STATE (GIJRRENT EDITION) WETLANDS PERMIT 5PAGE WHERE THE FURNACE 15 LOCATED, A UTILITY 10. CONDUCT DEMOLITION TO MINIMIZE INTERFERENCE WITH ADJACENT OCCUPANCIES. 14 3/22 ROOM OR AN APPROVED LOCATION IN51DE THE KEY MAP 21. ANY DL-VIATTON FROM THESE PL,4t6 WTHOUT THE I-R1TTEN CONSENT OF THE APPROVAL,SUBMISSION BUILDING. IL GEA5E OPERATIONS IMMEDIATELY IF STRUCTURE APPEARS TO BE IN DANGER. ARGHITECT HILL NEGATE THE CERTIFIGATION OF THESE PLANS. TO SCDHS FOR PERMIT NOTIFY ARGHITEGT/ EN6INEER. DO NOT RE5UME OPERATIONS UNTIL DIRECTED. 12. DEMOL15H IN AN ORDERLY AND CAREFUL MANNER. PROTECT EXISTING SUPPORTING 22. DO NOT SCALE DRA W--;5-. WRITTEN DIMENSIONS SUPERCEDE 5GALED 13 NYSDEC REVISIONS 1122 BUILDING CODE CRITERIA Q 7.39' 7.39 C' O LOT AREA 35,914 SQ.FT. STRUCTURAL MEMBERS. DIP•'ETL51oPL• N \ \ �O % = 13. PATCH ALL EXISTING FINISHES TO REMAIN THAT ARE AFFECTED BY ADJACENT 12 TRUSTEE REVISIONS 11!21 Q' + DEMOLITION WORK. 23. -' C- 6tO� CONTRACTOR SHALL BE RESPONSIBLE FOR GUTTING, FITTING OR 6.31' A 0 PATCHiN6 REQUIRED TO GOwLIETE THE WORK OR TO MAKE ITS PART5 FIT 11 TOWN OF SOUTHOLD 9/21 \�SAso 0/1 14. LEAVE EACH AREA BROOM GLEAN UPON COMPLETION OR WORK EACH DAY. TOGS(I ER PROPY WETLANDS PERMIT APP. M6TRIZTIONENTRAPGE_ DEC REVISIONS \ F Q �'a 10 6/8/21 s-----FOMATION Or-GOWN."3/4" 24. THE OVHR SHALL SELECT ALL FINISH MATERIALS AND COLORS. MAY 28 COMMENTS o 7.1' \ 5 STLAE MMM OR N.Y.5TATE D.0 T. AEOVE A RLA FA.L TO I R DEMOLITION NOTES TO BEAMS GI �� AEOVE ExISTIN6 6RAtT FOR 25. AL1 TRIMMED AND FLUSH CONNEGTIONS BETVf N JOISTS, POST5, OR RA�FTHZ� 9 5121 � ASTENED L61NO MARCH 21DEC REVISIONS TER 4� \\ \ '9 a.afi' GALVAi�1iZ157 METALHA,NCRDEIR5 OR S - TRONC TIEtl�R5 TO BE FORPR01/L-D EG�JAL. 8 DEC REVISIONS 10-2020 516N PLAGEMENT: THE SIGN SHALL BE AFFIXED TO THE ELEGTRIG BOX ATTAGHED TO THE REMAIN 5.3' + \ AREATO�+AIN HEALTH DEPT. SUB. EXTERIOR OF THE RE51DENTIAL 5TRUGTURE,PROVIDED HOWEVER THAT: IF AFFIXING THE a I.MSTURBED i \ 4 �JD15 I. A MINIMUM OF ONE WALL-5WITGH-CONTROLLED LIGHTING OUTLET 15 REQUIRED IN 26• TH`� W-;5 AS INSTR vENT5 OF SERVICE ARE AND 514ALL REMAIN THE 51ON TO THE ELEGTRIG BOX, OR IF THE UTILITY PROVIDING ELEGTRIG SERVICE DOES NOT 3.6'\ D 6, EVERY HABITABLE ROOM HALLWAY STAIRWAY ATTACHED 6ARA6E AND OUTDOOR PRCTERTY OF THE ARCHITECT WHEfI-ETITHE PROJECT FOR WHICH THEY ARE MADE 7 RELOCATE HOUSE 2-2020 ALLOW THE 51ON TO BE ADHERED TO THE ELECTRIC BOX, THE 51ON SHALL BE AFFIXED TO + / zoNE + \ 4.56 ENTRANCE. 15 EXEr OR NOT. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS A THE EXTERIOR WALL IMMEDIATELY ADJACENT TO THE ELEGTRIG BOX;AND IF NO 4.0' as \ 4.3&' EXCEPTION: IN HABITABLE ROOMS OTHER THAN KITCHENS AND BATHROOMS ONE OR EXTEN51ON.o TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH 6 HEALTH DEPT REV. 11/19 CONSIDERED A PART OF rn ALTERNATE 5WITGH ELECTRIC BOX IS ATTACHED TO THE EXTERIOR OF THE STRUCTURE OR IF IN THE OPINION / MORE REGEPTAGLES CONTROLLED BY A WALL 5WITGH ARE PERMITTED IN LIEU OF ' `MIDI^IAY INLET' "' APPROPRIATE COMPENSATION TO THE ARCHITECT. OF THE AUTHORITY HAVING JURISDICTION, THE ELEGTRIG BOX I5 NOT LOCATED IN A PLACE Ac ,oRDIN&ToSUFFOLK / +a,' 4EkVO.C. \ LIGHTING OUTLETS. 5 CONSTRUCTION DOCS 9/19 LIKELY TO BE SEEN BY FIREFIGHTERS OR FIRST RESPONDERS, THE SIGN SHALL BE GOUNTM els / 1 n�� 21. TT•E CONTRACTOR IS TO PROVIDE PROPER SUPPORT AND UNDEF;VINNING A5 AFFIXED TO A LOCATION APPROVED BY THE AUTHORITY HAVING JURISDIGTION A5 A ITER a{e' 2. IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, DEN, BREAKFAST ROOM, LIVING I•)I Y OF THE EXISTING C.ONSTRUC.TION THRGU6HIGUT CONSTRUCTION O R BouwARY AT 2' I 09INS,5L DETAIL TI oN OF NEW L GATION TO BE SEEN BY FIREFIGHTERS O FIRST RESPONDERS. 12.9+ + ROOM, PARLOR, SIJNROOM, BEDROOM, RECREATION ROOM, AND SIMILAR ROOMS, FOUNDATION AND No. Revision/Issue Date CONTOUR AS ..: 3 PROVIDE PERBdLIAL-S s BIBS AS PER GIRDERS. DET�I� ;_.,, e'm x 2' AIL SPAGIN6 TO BE RANDOM 5 MIK SAVE RECEPTACLE OUTLETS MUST BE INSTALLED 50 THAT NO POINT ALONG THE FLOOR THE SIGN SHALL BE STURDY, NON-FADING, HEATER-RESISTANT MATERIAL, PROVIDED' I^ o►+ :: .... o y`' g+ EwsrIN6TR�5► rENt�• LINE 15 FARTHER THAN 12 FT, MEASURED HORIZONTALLY, FROM AN OUTLET, INGLUDIN6 HOWEVER THAT A SIGN APPLIED DIREGTLY TO A DOOR OR 51DELIaHT MAY BE A nano ^' �I +47' 15'CAL. ANY WALL 5PAGE 2 FT OR MORE WIDE AND THE WALL SPACE OGGIJPIED BY SLIDING �IIGR01�1` TO BE NAILED T WITH TWO (2) ROWS IGD C01-ION ROSEBERY PERMANENT NON-FADING STICKER OR DECAL DSD o " PANELS IN EXTERIOR WALLS. HIRE RAIL AT 12" O.G.. RAYL LIBER / v AREA OF DISTURBANCE 6944 P6 54a o f � QTb08t 5F) ARCHITECTURAL 3 b I I IREP1CriE TRIS IN THI5 AREA A5 3. A MINIMUM OF TWO #12 WIRE 20-A SMALL APPLIANCE GIRGUIT5 ARE REQUIRED TO 2a• THE A I.A. ORAL CONDITIONS (ALA DUG. A201) ARE FAY MADE AN ALTERNATE D C+1H 6R'`5s e ! q SERVE ONLY SMALL APPLIANCE OUTLETS INCLUDING REFRI ADMINISTRATIVE PART OF TI-ESE RED ::'i�� 2 /`-' d4A) / O�1 REQUIRES FOR INSTALLATION OF SYSTEM 6LRATION DRAI^IING� >,36, ® K4 ._._ EQUIPMENT, IN , As IF HEREIN WRITTEN IN FULL. STUDIO 51 OL. 2� oa.f 4 GENERAL NOTES 6 EA oo, / loo FLET'PROM FRESHWATER THE KITCHEN, PANTRY, DINING ROOM, BREAKFAST ROOM, AND FAMILY ROOM. BOTH 3.a• +o CIRCUITS MUST EXTEND TO THE KITCHEN;THE OTHER ROOMS MAY BE SERVED BY ONE 1029 SIPP AVENUE :r IO FEET NON TURF BFFVR + 0 P ETLAND5 VEGETATION TO BE 6 DIAMETER 5 �� �, CLEARED OF DISTURBED ONLY. T E `. ' _ 3.s' � AREA OF D15Tt1RBAFICE ONLY.AICA OR BOTH OF THEM. NO OTHER OUTLETS MAY BE CONNECTED TO THESE CIRCUITS 4-RED51.RLr-r1=TMAPLE 6'HT.2"CAL ®° j(6) DISTWEIEDWITHIN100FEET OFrE EXCEPT A RECEPTACLE INSTALLEDSOLELY FOR AN ELEGTRIG CLOCK. IN KITCHEN INDEX TO CONSTRUCTION DOCUMENTS: MEDFORD, N.Y 11763 L.00ATIONs 5HOH L,NOT To L� ��! 00 `'� WmAN65 5'45°Sam PHONE: 631 R.OA OR vriu s. amsi6E AND DINING AREAS, REGEPTAGLE OUTLETS MUST BE INSTALLED AT EACH AND EVERY ( ) 730-1262 REFLECTIVE WHITE e'>no NATIVE T , qa / - Mme, , �( COUNTER SPACE WIDER THAN 12 IN. A-0 TITLE SHEET, PLOT PLAN FAX: (631) 730-5476 STORAGE INSTALL WATBi LINE, ° M / 5 CAL CONT.5'OL.L6E MIX W/SNITCH o RE•tOVEAFTER C �,TRUGTION ° 111 + 6RA554 BL.AC,K6f2A55ONSLOPE 4. A MINIMUM OF ONE #12 WIRE 20-A CIRCUIT MUST BE PROVIDED TO SUPPLY THE SP-1 TOWN OF SOUTHOLD WETLANDS SITE PLAN E-MAIL: roseber Y@tont ine.net P STABILIZE SOILS SEED WITH CLASSIFICATION O F IS REDCEDARK&LH LtACHIN6 +? 2 6-if NON FERTILIZER DEPENDENT LAUNDRY REGEPTAGLE(5), AND IT MAY HAVE NO O TNER OUTLETS. SP-2 PROP. SITE & SANITARY PLAN WEBSITE: CONG.RET.WALL(5HADW) /6ALLEY52' ° RYE-FdGUEMIX www.roseberyarchitect.com THE STRUCTURE FATH STEPS-INDEPENDENT OF L2� 3' iETAR8N4 H41.Fs�Alt 5. AT LEAST ONE REGEPTAGLE OUTLET MUST BE INSTALLED IN THE BATHROOM NEAR S P•3 PROP. SITE DETAILS ry Live.STRzTORE 4 t a 4aN ieurANN KALL V MH THE BA51N AND MUST BE PROVIDED WITH GROUND FAULT GIRGUIT INTERRUPTER Project Name and Address UNDER SECTION 6C)2 4 6' '« T S�oDzaNE PROTECTION. A-0.1 NAILING SCHED., FOUNDATION & BUILDING CODE INFO ZENK RESIDENCE OF THE BCIVYSS' Sw A-oouzol�x 6. CODE REQUIRES 5UFFIGIENT 15- AND 20-A GIRGUIT5 TO SUPPLY THREE WATT5 OF A-0.2 REQUIRED CONNECTION DETAILS BY NYS BUILDING CODE r0ny +4. ks EXCAVATE LOAM t FINE SILTS 6 5W OUT OF POWER FOR EVERY SQUARE FOOT OF FLOOR SPACE NOT INGLUDING 6ARA6E AND NEW RESIDENCE n �}� g. O, t VI PEA GRAVEL TRENCH ExC.AVATION IN SHADED AREA UNTIL ' REFLECTIVE RED �� V"kAA6�E , o ``'"G -� 60'��`Y �DMATERIAL 15FOM.REPW,EWIrM OPEN PORCH AREAS. MINIMUM GORE SUG6E5TION 15 ONE CIRCUIT PER 600 50 FT, A-0.3 REQUIRED TJI CONNECTION DETAILS lo'FROM w , --"AIRS CLEAN �r� ONE CIRCUIT PER 500 50 FT 15 DESIRABLE. LNATBt LIPS +'�q PROPOSW ESTIMATED LILT.FT:GLM ID■100 a.YDS. PLANTONE #187 S .� 8 3, +8.3 g PORCH -1. A MINIMUM OF ONE EXTERIOR RECEPTACLE OUTLET IS REQUIRED (TWD ARE A-1 PROP. FOUNDATION PLAN �� �WALLr SES Ex15TIN6CE5SPOOLB DESIRABIJ) AND MUST BE PROVIDED WITH GROUND FAULT CIRCUIT INTERRUPTER A-2 PROP. FIRST FLOOR PLAN 280 CEDAR POINT DRIVE, DESIGNATION FOR L FqWAnoNo TOPUMPEDTKEYNOTES: lu RE A6O NG PROTECTION. SOUTHOLD NY STRUCTURAL COMPONENTS THAT AR 1 /2" STROKE ` �� T05GDH55TAADARDS '� A-3 PROP. SECOND FLOOR PLAN ' 4[` z ��1�'' o,�ERALLHouSEAIA00�lm ON 9" � 8. A MINIMUM OF ONE RECEPTACLE OUTLET 15 REQUIRED IN BASEMENT AND 6ARA6E, TOWN OF SOUTHOLD OF TRUSS TYPE CONSTRUCTION RAILROAD TIE RET, NS 36,0 NO e.s �"1250FT. BW"M.�rn20p IN ADDITION TO THE ONE IN THE LAUNDRY. IN ATTACHED 6ARAGE5 IT MUST BE "F" GRAM FLOOR FRAMING, INCLUDING I "A``UNDEIR ASEPARATE' '� - \ J 3 Gam" PADS mss'- PROVIDED WITH GROUND FAULT GIRGUIT INTERRUPTER PROTECTION. A-4 PROP. ROOF PLAN 5.4' + EL g6RADE TO +s � , -5 PROP. ELEVATIONS SCTM. NO. 1000-90-2-14.1 MEANH16HNATERLTI(� 1.1' , Cl.aNY5 BUILDING CODE REQUIRES INTERCONNECTED SMOKE DETECTORS BE Project Sheet GIRDERS AND BEAMS TO IT LANDwA,m of + is o \ AT1EC 5fFOR W CON5TRUCTION AND EXISTING ALTERED CONSTRUCTION. A-6 PROP. ELEVATIONSD 2018-45 JAN 18 ?X17. TR�r�►+D PREFAB � (�1 '�� �D� NOTE,T14ERE ARE NO SUPPLY WATR PLACED IN ALL NE , Iz=TURIN AND PREFAB ��, ,: :, ,STR,�T W ao ,� + DST PROTECTION WELLS NITHIN 150 FEET of THE INTERCONNECTED SMOKE DETECTORS ARE NOT REQUIRED IN EXISTING R ROOF FRAMING , PLANT FAX OF 5WT \ � 7.5' 8 PROPOSED SANITARY SYSTEM BUOIl"a0'DE +► + 6PAMGxALX CONSTRUCTION WHERE EXISTING CEILINGS ARE TO BE DISTURBED. BATTERY A-7 PROP. SECTIONS & DETAILS T6A1N0FS0UTH('I) 6�RCUP5 70 gII 5.7' T/aHD " o ,°5 ED BY Ta W' a b' 20' 40• OPERATED SMOKE DETEGTOR5 CAN BE USED. Date A-0"FR" FLOOR AND ROOF FRAMING ST, R T/aHD � 52, a �,EE, A-8 PROP. SECTIONS & DETAILS DECEMBER 2018 NONPART OF A 10fSRTIL12ED 10,E T/6HD"FM° e� + °N.FFEVea-0• 10. DISCONNECT SWITCHES ARE REQUIRED. SEE LAN5GAPIN5 SC IEDULE �� NOTE,COVER MATERIAL A-9 DETAILS scale SIGN FOR RESIDENTIAL STRUCTURES WITH TRUSS 5 �THE ATM 15 NOTE: REFER TO THE NATIONAL ELECTRICAL GORE MEG) AND NY5 AS NOTED FXI5TIN6 BULKHEAD TO BE �tl 0 W" LIMITED TO NATURAL Rs>,oNsrRucrEDUNVER ` WOOD BARK CHIPS,STOW ELECTRICAL FOR FURTHER INFORMATION ON RESIDENTIAL ELEGTRIGAL E-1 ELECTRICAL LAYOUT FOR HOUSE SEPARATE APPLICATION 96.35, \ GRAVEL AFD SAND REQUIREMENTS. TYPE CONSTRUCTION, PRE- ENGINEERED WOOD TIDAL 21 NND Z=224 SOFT M-1 MECHANICAL LAYOUT FOR HOUSE Drawing CONSTRUCTION AN DZOR TIMBER CONSTRUCTION LITTLE PECONIC BAY 49 IU�t P-1 SWIMMING POOL DETAILS T/BHD EN-1 ENERGY CODE INFORMATION - RES CHECK COVER SHEET NOT TO SCALE ""'� FOR REFERENCE ONLY - SEE SITE PLAN ON SHEET SP-1 „_ ,- „ ELECTRICAL NOTES EN-2 ENERGY CODE INFORMATION P ,�,' T PLAN SCALE. 1 -50 0 if Legend TEST BORINS WXCNALD o c 12-04-16 BY+ Zenk Property N C.eda P h 91 !�s 7.3 n Y, rrom South 6.40--fo--5A-RKWOM L P LOAM(00 7 39' EL. iC1, ..... . LOT AREA 35,914 SQ.FT. 5.q0A I' DROM SILT To N \6\3 8 L ..........�. EL 6.31' ISAW BROW SILTY 4'TO PIPE FD IQ 0/1 EL 2A 4' PALE BRoi�N SAW To 12INE N5TRUGTION ENTRANCE -FOUNDATION OF COMPACTED 3/4' HATER PALE RWWN HATER IN GENERAL NOTES APPROVED R.6.A. FILL TO 15" (Min)7.1' 5TONE BLEND OR N.Y. 5TATE D.O.T.7.1'51 5. ik, 'It,+ -RADE FOR 011-61 TO SINE SAW 5.2' ABOVE EX15TIN6 C 20'EL_03 DRAINAC-71E. THIS DRAWING, PREPARED FOR THE _L. SPECIFIC PROJECT INDICATED, IS AN V INSTRUMENT OF SERVICE, AND THE r 6.1'AREA TO WATER EW_4VNTEI;?2V AREA TO REMAIN 4.86'+ PROPERTY OF ROSEBERY ARCHITECTURAL REMAIN NATURAL .3' SITE NATURAL 4 4 UND15TURBED 4.76' STUDIO AND JOHN D. ROSEBERY G ARCHITECT PLLC. iUND15TURBED TEST BORIN NOTE,AC441;VINS TO SCC%I -5437,11-E INFRINGEMENT OR ANY USE OF THIS 3.6+' .8 TEL 6 ki MNITORINS WELL HiSHEST HATER TAME EL Is 4.56' IPROJECT IS PROHIBITED. ANY ALTERATION, , GONSIVERED AT 1.3 OB164 6R01W ZONE A HATER 6 CONSIDEKV lb KEY MAP . 4.4'+ OR REPRODUCTION OF THIS DOCUMENT IS 4.O' 4.38' ALSO PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 63 ALTERNATE 5HITC14kRA55 GON51DERED A PART OF 4 GHOKEBERRY"MIDNAY INLET" 4 EA. 5' O.G. LOT COVERAGE CALCULATIONS: AGGORDINO TO 51UFFOLK IMPERVIOU15 AREA: AREA % Or- LOT GOVERA6E + 4.1'..................... BUILDINO ROOF DECK AREA: 7196 50.FT. 10.54 % COUNTY 615 AREA OF D15TURBANGE I bO5 50.FT.................... ...... ...FRE5HHATER ........... CONSULTANTS: 4�8' EX15TIN6 DRIVEHAY: 2,340 5Q.FT. 651 % .................... ... .. ....... ....... ............... HETLAND PROP05E0 PAVED AREA (PATIO AND HALK): ........................................................ 5 DRAIN5, 5EE DETAIL 2,126 50.17T. 5AI % .. .................................... . .........BOUNDARY AT 2' AERIAL PHOTO FROM SOUTH SE: -q % ....... 2.9 0 UPDATED PHOTOS FROM 10-21 TOTAL LOT COVERAC &,252 50.FT. 22. CONTOUR A5 -11................... + .3 PROVIDE PERENNIAL5 4 BULB5 A5 PER ... ..... ................ ............. ..........DETERMINED BY .................................................. b'd) X 2" DETAIL 5PAGINC7 TO BE RANDOM 5 MIN. 5AVE LANDSCAPING SCHEDULE 1p ................................................................................. DEEP N'r51?E6 ON .... EX15TIN6 TREE5 HHERE NEEDED. IN C7 NO. KEY BOTANIGAL NAME ............ 51ZE 0 6/15/20 I/LEAGHI PROVIDE 4 KOU5A GOMMON NAME 5PAGE 9TY. NOTE5 POO + 4.7'DOGHOOD5 VHT. 1.5" CAL........................................�*'':.*�"*...'.".'..*.*...'**.., I I RG ARONIA ARBUTFOLIA RED 6HOKEBERRY 3 CAL (2 ................................ 5EE PLN. 22 GONT. ........ ...DEEDED ........ .. ........ AREA OF 01511A;�BANGE 2 PANIGUM VIROATUM R.O.H. LIBER ........ .......... 5NITGH ORA55 OT. 5EE PLN. 23 OT ......................................bc1cI4 P6 543 ....... ......... (1'7foO&± 5.F).... .............. ko TO BE PLANTED IN GLU5TERS IN AREAS 5HOHN 2' O.G. 30% GO\/ERAGE RE 3.3' MOVE TREE5 IN TH15 AREA A5 ALTERNATE 5HITGH 67RA55 4 .... 44-0 REOUIRED FOR IN5TALLATION OF 5Y5TEM 5UN5ET MAPLE sm AGER RUIBRUM 'FRANK5RED' 5'-b' (4" GAL..) 5EE PLN. 4 6$6 RED GHOKEBERRY-,, S �'3'36 0,, 41 EA. 5' O.G. 100 FEET FROM FRE51HHATER 4 KD GORNU5 KOU5A KOU5A DOONOOD 2QOO, 5'-b' (4" CAL) 5EE PLN. 4 BiB 3.4' VETLAND5 VE 67ETATION TO BE 10 FEET NON TURF BUFFER 5AL A5 REQUIRE[? BY TONN OF CLEARED OF P15TURBED HITHIN T14E BB RIGA PEN5LYV`ANIGA BAY13ERRY 5 C . (2-59 51 o.G. GONT. MY 25 CO 3.6 5OUTHOLD TRU5TEE5 j�4 AREA OF 015TURBANGE ONLY. AREA ALOPEGURU5 MY05UROIDE5 -(6) BLACK C-ARA55 5 67 A L. 5EE PLN. I I GONT. 4-REP e,UN5ET MAPLE VHT. 2" CAL 015TURBED HITHIN 100 FEET OF THE TO BE PLANTED IN CLU5TER5 IN AREA5 SHOPqN 2' O.G. 50% GO\/EPA6E HETLAND5 5,450 50.FT.qy LOGATION5 5HOHN, NOT TO, ��TERFRE 41 R.O.H. OR UTILITIE5. 5EED bUT51DE BUFFER H/ NATIVE ORA55E5 10, K MIX RED BAYBERRY AND CHOKEBERRY 1-11DAL POND TO THE NORTHWET OF THE PROPERTY, CALLED &'XIO' TEMP SHED FOR TOOL 5HRUB5 10 EA. AT TOP 4 BA5E OF 5LOPE, "MIDWAY INLET" FROM SUFFOLK GIS NOTES: TOTAL: 171 3 67AL GONT. 5' O.G. U5E MIX 1^V 5HITGH 5MALL 5HRUE35 ARE TO BE IN-10 5TORA&E IN5TALL HATER LINE 41 / PAVER 5ELEECTION IN LAN05GAPED AREA BY ONNER-t -4 CONTAINERS REMOVE AFTER CON5TRUGTION . 4 C7RA55 4 BLACK &RA55 ON 5LOPE NOTE:15 RED BAYBERRY 2' HT. 5TAE31LIZE 5011-5 5EEP HITH TREES AND LAROE 5HRUB5 ARE TO BE OR ARE 6EA5ED ARE TO BE REP AGED AT THAT TIME.2.6'IN CEDAR MULCH LEACHIN6 NON FERTILIZER DEPENDENT ", 11 0 GONG. RET. HALL (5HADED) C 5 0 RYE-FE5GUIE MIX BUFFER AREA5 HITH 5TEP5- INDEPENDENT OF m NOTE: 5EE 501L RE5TORATION PLAN Ti E306. 5TRUG 4' RETAININ6 KALL 2'FPOM DETAIL ON 5HEET 5P-5 FOR AREA5 NOTE: ALL HYDR05EEPED AREA5 ARE TO U5E A NATIVE 5PEGIE5 RYE-FE5GUE MIX, .4 4.0) PRCMDE THOROSEAL 4 W1.ERTY`LIW HHERE SOIL 15 TO BE RE5TORED. APPLIED AT A RATE OF 5-10 KC7, U5E AN OROANIG TAGKIFIER AND A5 LON A Architect registration expires 9-30-23. NTERIOR SIDE OF KALL V' GONG FERTILIZER RATE A5 P0551BLE. ALL AREA5 TO BE UNIFORMLY APPLIED. RAISE HOUSE ELEV.SOUTHOLD 1/23 GUIRB FLOOD ZONE AE(b 16 BUILDING DEPT.COMMENTS 10/22 I4' GON 5'157. FLOOD ZONE X K 15 BUILDING PERMIT SUB. 5/22 +4.7b EXGAVATE LOAM FINE 5ILT5 4 5AND OUT OF LLJ WETLANDS PERMIT A# (abviDE PEA ORAVEL TRENCH EXCAVATION IN 5HADEE? AREA UNTIL "V-4 At 4 0 14 3/22 L_+OGATE OP 6.O' APPROVAL,SUBMISSION T_ LI) HALKKAY BETHEEN COOP MATERIAL 15 FOUND. REPLACE HITH DRAINAC7E _5TAIR-5 TO SCDHS FOR PERMIT GLEAN 5AND A5 NOTED T PROP05ED E5TIMATEI? FILL REGUIRED 100 C 13 1/22 -EXISTING RESIDENCE. APPROACHING FROM DRIVEWAY FROM 4 THEEAST. NYSDEC REVISIONS HATER LINE eA I150VERED PORGH le?" GONG. + 2 L11 5Q.FT. 12 TRUSTEE REVISIONS 11/21 5f�WETAININ6 Iq-Z�, EX15TIN6 GE55POOL 5'HALL 5EE TO BE PUMPED AND TOWN OF SOUTHOLD NPATIONN.�FbI KEY NOTES:lu, 9/21 WETLANDS PERMIT APP. IREMOVED AGGORDIN6 P 7,'PTLON NOTE-CONTRACTOR TO PROVIDE FULL 0 TO 5GOH5 5TANDARD5 T PRIOR TO LITILITY MARKOU DEC REVISIONS 0 6/8/21 CON5TF1rTION ON 51TE OVERALL HOU5E AREA SITE PLAN FROM 5LRVEY BY KARD MAY 28 COMMENTS 3,512 50FT. BROOKS &MAJ;ZY 21,201cl RAILROAD TIE RETAININg .8 DEC REVISIONS 9 5/21 3.6'HALL UNDER SEPARATE GoNPEN5ER PA05 +(65) -PROP05M ELEVATION 6RADE-5 MARCH 21 LETTER -EXISTING RESIDENCE FROM WEST 5 APPLIGATION +4.5 DEC REVISIONS 94-1' EL. cl-I lr� 5.4' P " 7��\ W 4-EXISTING BULKHEAD FACING SOUTH 8 HEALTH DEPT. SUB. 10-2020 PWT06RAPH LOCATIONS;Z E&H _Rj%6E 67RADE TO SEE DEG SITE PLAIN MEAN HIC7H HATER 7:1.1, .2 ELEVATION 5HONN+ 2-2020 TO 13E LANDHARD OF �ox --,? ,,;*�,�s 7 RELOCATE HOUSE (5.0"5 \ 771- Afb� UNDER DEGK FOR THE HE5TERN BULKHEAD 777777ir IIIcow, 4 FR05T PROTECTION NOTE: THERE ARE NO 5UPPLY HATER RETURN AND PREFAB PW�LAAJIULL + 6 HEALTH DEPT REV. 11/19 VELLS HITHIN 150 FEET OF THE PLANT MIX OF 5HITG GONG. 5TRIJGTUFE (11 54 7.5' PROP05ED 5ANITARY 5Y5TEM z S-LOCATION OF PROPOSED SEPIC SYSTEM. THE TREES 5 CONSTRUCTION DOCS 9/19 SRAPHIC 5GALE C 6RA55 4 BLACK 67RA55 I 0. 10' 20' 40. AGGED THAT ARE FIL ik� 10 FEET NON TURF BUFFER 20,BHD-)UP5 EACH, 2- OL. IN �6Aikl REPRESENT THE TREES IIEXPECTED TO BE REMOVED 5TA 66ERED ROH5. A5 A BHD(5RL T/ 6 A5 REQUIRED BY TONN OF 5q�T No. Revision/Issue Date .YOLD TRU5TEE5 5.2' 3-NORTH SIDE OF EXISTING RESIDENCE, WHEN THE SYSTEM IS + (IN FEET) INSTALLED. A 10 FOOT PART Of to P 301 LOOKING SOUTHWEST T/BHD w*77-FERTILIZED BUFFER /0 NON 5EE LAN5GAPINC-7 5GHEDULE NOTE: GOVERMATERIAL ROSEBERY 51 FOR THE FOOTPATH 15 EX15TINC-713ULKHEAD TO BE P1000 KALK LIMITED TO NATURAL ARCHITECTURAL REGON5TRUGTEP UNDER HOOD 13ARK GHIP5, 5TONE,96�35, -7RAVEL AND 5AND 5EPARATE APPLIGATION C STUDIO TIDAL HETLAND5 2,224 50FT 1029 SIPP AVENUE >(6.2 % OF OVERALL LOT) P4 o MEDFORD, N.Y 11763 <0 PHONE: (631) 730-1262 LITTLE PECONIC BAY -EXISTING RESIDENCE FROM SOUTHWEST 7 -5476 FAX: (631) 730 SITE PLAN 4.9' ALL PLAM PLANTED AT SCALE: 1"=30'-O" T/BHD 6RADE,NOT ABOVE OR BELOK EROSION CONTIZOL MATTIN6 E-MAIL: rosebery@optonline.net HTHW MOUNDED'SOIL PROPERTY AREA 35,914 SQ.FT. WEBSITE: LOOSEN AND SCORE ROOTS OF ALL POTTW PLANTS ZONED R-40 RESIDENCE www.roseberyarchitect.com BEFORE PLANTIN6 SAW-41T ED6E PROVIDE DRAIN AT TOP IDRAIN TO BE I'-O*MAX Project Name and Address BELO TOP OF 6ARM ASPHALT PAVEMENT CONCRETE WAIX R106E HT. ZENK RESIDENCE 35' ABOVE .0 AV(5. 6R�ADE AT SOUTHWEST SIDE OF PROPERTY LINDISTURBED SOIL BIB PLANTINC7 DEPTH C8 oce 00 6,00 0 bp 15 2X HE16HT OF BJLB §;_ _8% C? E%INEERM 501L 280 CEDAR POINT DRIVE, NOTE: Ib" OL. -7 Ci 8 C8 0 0 00 0 PROVIDE PEA GRAVEL t I Q_ 00 TINO 51,1560 Exi5 IL 00 0 00 TOWN OF SOUTHOLD I ON 5 SLOPE THE 5TAIR FIN. FL. HALKHAY AT THE BASE OF 0 CS 0 0 0%0 .8 cL\ F I 1 4.1 C%00 _4 PROVIDE 12"PVC,PERF-ORATED RETAININC7 HALL DRAIN PIPE HRAPPED IN FILTER -90-2-14.1 SCTM. NO. 1000 BEYOND, SEE PLANS RAIN GARDEN DETAIL lei FABRIC Project Sheet INOT TO SCIALE IP IDate MIXED SUN AND SHADE (EAST/WEST-FACING) PLANT SCHEDULE FOR DRY SITES -45 bi 2018 41 X C,!� . ,r FLOOD ZONE -4- KALKHAY 0!y NOTE: PREGA5T TRENCH :R 2018 1 AEb 61-3 HOU5E TO BE DIST. L U_ N LL LL 6" OUT51DE GHAMBER -HON NAME LOGATION TYPE E30TANICAL NAME CC SIZE SPACINC7 Scale FLOOD LNE A SHRUB ARONIA MELANOCARP� BLALK CHOKEBERRY 2-6ALLON AS NOTED PAISIIGUM VIRC7ATUM B 6RA55 5NITGH 6RA55 I-OALLON 18,10.0 Drawing SHENANDOAH' EAST ELEVATION SITE SECTION SHORT TOOTHED MOUNTAII I 5GALE: Ill 20'-011 0 IAL PY0NAMT14EMUM MUTICAH MINT 1-6ALLON 9-FROM AREA OF THE RESIDENCE LOOKING WEST. FLAGGED SITE & TREES INDICATE TREES TO BE REMOVED FOR SANITARY AND BULB NARGI55U5 DUTCH MASTER' TRUMPET DAFFODIL E3ULE35 CLUSTER 2 ATA� DRAINAGE PURPOSES. THE EXISTING DRIVEWAY IS TO THE LEFT. SANITARY PLAN I WWW.CALL811.00M PUMP COMPRESSER POWER CIRCUIT DRAINAGE CALCULATIONS: ,�� ►� N "DIG SAFELY" REQUIREMENTS IN NEW YORK STATE � G I' CB1 M1 .0._ 0., ,- FENCE - . '`° Gtr= `"ea ch � �`V r IMPERVIOUS AREA: EL. Ll a"x ° :ux ,J 1, ax °P � ���- L-' SPRAYS 6.40' ° 1 -`1 r :� / ` 118• BUILDING ROOF AREA 3,786 5Q.FT. ro DARK MOM' _Ir = -•..._ EXCAVATORS, CONTRACTORS AND HOMEOWNERS CALL 811 BEFORE ___S PUMP I I: LOAM(OU > N "1° ""r N ------- PROVIDE WATERTIGHT an MOTOR �PUMP RATINGS: 067.0000 PROVIDE SAFELY GRATES INSIDE EXISTING DRIVEWAY 2,340 SQ.FT. I .. DIGGING ��. 3/4HP 0 115V FLEXIBLE JOIST 5EAL AT 060.0000 ALL TREATMENT UNIT COVERS TO PROP05ED PAVED AREA (PATIO AND WALK) 2,126 50.FT. 40 1. DROM SILT CB2 M2 CSR 6 LOOPS 'IrU- =� 15.0 F.LA. INLET B OUTLET PIPES 48 1�z GRADE To tT>L� �ry«•r - - THE NEW YORK STATE PUBLIC, SERVICE GOMM155ION(GOMMI551ON) WANTS TO REMIND = �� % :- TOTAL IMPERVIOUS AREA 8,252 SQ.FT. 3'SIX '. ~•. "' EXCAVATORS,GONTRAGTORS AND HOMEOWNERS THAT STATE LAW REQUIRES THEM TO GALL ONE a a� ° ""` P ----------� RECIRC�PUMP RATINGS: s �2 X 2" RAINFALL VOLUME 0.167 I PUMP ; 3/4HP 0 115V • OF THE STATE'S TOLL-FREE ONE-GALL CENTERS BEFORE STARTING ANY EXGAVATION OR D1661N6 I "++r w"r N __________: ° TOTAL VOLUME REQUIRED I 8 CU.FT. 39' PROJECT. MOTOR 1 15.0 F.L.A. BR"SILTY 'I ''= '' • DRAINAGE 5PEGIFIGATION5 4 DE516N: ro Qt„� w C NEW YORK STATE ESTABLISHED THE ONE-GALL NOTIFIGATION 5Y5TEM AS A FAST,EASY AND �3 M3 r°, a i j'- \ 4 1r, %<aY' c�� _ ' ° :ix "uc L. :"x � �� L l : : 2.4' a a.-> .,, r. .. ......,_. � y COMPREHENSIVE WAY TO ENSURE UNDERGROUND FAGILITIE5 ARE PROPERLY MARKED BEFORE A r �} MIXER PUMP RATINGS: INLET OUTLET I DRYWELL 8 DIA. X 2 DEPTH IN DRIVEWAY = q0 GU.FT. 4' >' eRorrN 01651NG OR EXCAVATION PROJECT BEGINS.THE KEYS TO PREVENTING DAMAGE TO UNDERGROUND : PUMP ; 3/4HP 0 115V FACILITIES ARE THE TWO "ONE-GALL NOTIFICATION SYSTEMS" THAT SERVE AS COMMUNICATION ""r N --------- MOTOR/ 15.0 F.L.A. 0211 ° PROVIDE 15 LEACHING GALLEY5 2 FT. DEPTH A5 SHOWN ON PLANS 7b' (5�)SAW ;I 1 _ " 15 X 64 GU.FT. PER CHAMBER = 460 CU.FT. LINKS$ETY�EEN GONTRAGTORS/EXGAVATORS AND LOCAL UTILITIES/MJNIGIPALITIES. 111-11-=i_ " • WATER WATER IN CCB4 �� RAIN GARDEN &q7 5Q.FT.X 0.5 (6" DEPTH) = 448 GU.FT. f PALE BROHN y GENERAL NOTES ABOUT THE REQUIRErEN15: am a"r C1 ----------•/ 0201 = *'r TO SINE SAND ! ¢ ° COMP COMP. RATINGS: ° ° ° ° ° TOTAL DRAINAGE CAPACITY 1,448 CU.FT. EL-07 20' (�) ' 1 4HP 0 115V UNDER THE GOMM15510N'S "GALL BEFORE YOU DIB" REGULATIONS,ADOPTED TO PROTECT THE ,"„r / " MOTOR 1 PUBLIG'5 SAFETY AND GENERAL WELFARE,THE FOLLOWING PROCEDURES ARE REQUIRED: N --------: / 5.4 F.L.A. 51 1/2 ° 064.0000 THIS DRAWING, PREPARED FOR THE ��---- a. SPECIFIC PROJECT INDICATED, IS AN ADVANCE NO71FIGATION REQUIREMENT In NOTE: ALL MOTORS ° 070.0000 PLG CONTROL PANEL -13.10 INSTRUMENT OF SERVICE, AND THE (0 MUST HAVE INTERNAL SITE E AT LEAST 2 TO 10 WORKING DAYS PRIOR TO ANY MECHANIZED WORK(DOES NOT INCLUDE THE `� OVERLOAD PROTECTION. W/ HP 80 COMPRESSOR 7b'Be_0w SURPACEr+"✓+� PROPERTY OF ROSEBERY ARCHITECTURAL DATE OF THE GALL) NOTICE MUST BE PROVIDED TO THE ONE-GALL NOTIFICATION SYSTEM,WHIGH CONSTRUCTION FENCE: loi) H,,, LR1-Q1 ,® M1 """ E STUDIO AND JOHN D. ROSEBERY WILL TRANSMIT THE PROJECT INFORMATION TO INVOLVED MEMBERS 50 THAT THEY GAN MARK THE LR1-Q2 •„r • GON5TRUGTION FENGE BE 6-FEET HIGH CHAIN LINK FENCE AROUND TEST BORING ARCHITECT PLLC. LOCATION OF ANY FACILITIES AT THE EXCAVATION SITE. M2 p GON5TR IGTION 51TE FOR THE PERIMETER OF THE AREA OF CONSTRUCTION AND SHALL NOT ENGL05E MORE THAN I AGRE WITHIN. PROVIDE A SEGURED FRONT NOTE-AC.COWNS TO SGDH5 HOW IS NOTIFICATION MADE? "' A MONITOR%HELLM+m,TNE B ,., INFRINGEMENT OR ANY USE OF THIS UNNING _ _ _ -- 4>,; 1 i�c'a.`€i<r�g: [�:;ir' YARD ENTRY GATE BY PROP05ED BUILDING AND PROVIDE STABILIZED H16MST WA7H2 TABLE EL 15 KEY MAP FOR EXCAVATION ON LONG ISLAND AND THE FIVE BOROU6H5 OF NEW YORK CITY,NEW YORK 811 :1:0 LR1-03 M3 w"r CONSIDERED AT 13 VE516N BROW PROJECT IS PROHIBITED. ANY ALTERATION, MUST BE GALLED AT 1-800-272-4480.FOR EXCAVATION EL5EWHERE IN NEW YORK STATE,DIG --- _ _ �_ PROVIDE 5AFETY 6RATE5 INSIDE AGCE55 DRIVE, A5 APPROVED BY BUILDING IN5PEGTOR. FRONT, 51DE AND WATER I5CONSVERED 1B OR REPRODUCTION OF THIS DOCUMENT IS SAFELY NEW YORK MUST BE GALLED AT 1-800-1162-71162.NOTIFICATION FOR EXCAVATION WORK G MIXER RUNNING ALL TREATMENT UNIT GOVER5 REAR YARD OF PROPERTY SHALL BE 5EGURED AT ALL TIMES FOR THE ALSO PROHIBITED WITHOUT THE WRITTEN ANYWHERE IN THE STATE CAN BE MADE BY DIALING 811.WHETHER DIALING THE I-800 NUMBER OR Ku wM E DURATION OF CONSTRUCTION. LR1 INLET FLOW � CONSENT OF THE ARCHITECT. 811,THERE 15 NO GHAR6E FOR THE GALL. LR1-Q4 LINE OUTLET WHAT DOES EXCAVATION INCLUDE? -1 Itim 16 PLC INPUT E OL B C ,J 7.39'mm + S Fm EXCAVATION 15 DEFINED IN STATE LAW A5 "...MOVEMENT OR REMOVAL OF EARTH,ROGK OR OTHER K Q 7.39' �� MATERIALS IN OR ON THE GROUND BY USE OF MEGHANIZED EQUIPMENT OR BY BLASTING,AND ",,, Rm RUN AUD. [� � LOT AREA = 35,914 SQ.FT. INCLUDES,Efl1T IS NOT LIMITED TO AUGURING;BAGKFILLIN6;DRILLING;GRADING; 6 EF LUENT ` C 1 PLOWING IN;PULLING ;�- ALARM `� - \ \ Ci CONSULTANTS: O IN;TRENCHING AND TUNNELING. TOOLS MANIPULATED ONLY BY HUMAN OR ANIMAL POWER AND THE FIA MUTE 1 °R0 O "'" 72 1/4 A FILTER D N x, O TILLIN6 OF 501L FOR A6RIGULTURAL PURPOSES SHALL NOT BE DEEMED EXCAVATION. ,TEST s4 LO ATION ' \ \ \ !� 1� 110 I 8.38 'V WHAT 15 THE EXCAVATOR REQUIRED TO DO IF THERE ARE MARKED UNDERGROUND FACILITIES AT j I ALARM 621J THE WORK 51TE? 01 LIGHT \ \ \ s 6.31' \ A ^O� BEFORE USING POWERED EQUIPMENT NEAR MARKED UNDERGROUND FACILITIES,EXGAVATOR5 ARE "`° ""` RED ""'r Q \ st \ Oi n V REQUIRED TO VERIFY THE LOGATION,DEPTH,AND DIRECTION OF RUN OF THE FAGILITY BY MEANS PIPE \ �>9 0/ OF TEST HOLES DUG BY HAND.AFTER VERIFICATION,A CLEARANCE OF AT LEAST 4 INGHE5 MUSTENABLE 0_� (j \ O �y0GONSTRUGTION ENTRANCE - BE MAINTAINED BETWEEN POWERED EQUIPMENT AND THE UNDERGROUND FACILITY. :"u 1 L >a I1 PLC INPUTL R \ �� N / \\ 0 ���'� O FOUNDATION OF ENTRANCE COMPA - 3/4" 1 s �u 3 OVERRIDE 4 PLC INPUT - 40 1/2� so ^ / v 5 APPROVED R.G.A. FILL TO 161 It1 rn 7.1' \ 5TONE BLEND OR N.Y. STATE D.O.T. CSR w" K 12 GOMPAGTED SAND AT BASE 3" THICKNE55 LEVEL MAX. TOLERANCE` \\ 5 2' \ / \� � ABOVE EXISTING GRADE FOR � a 14 PLC INPUT OF " IN ANY DIRECTION ` \ / 7' + DRAINAGE. HYDROAGTION SYSTEM GENERAL NOTES: TIME DOSE '"' 17 PLC INPUT I �\ '� // \ � s I. HYDROAGTION AN 400 5Y5TEM DESIGNED FOR 3-4 :� DEMAND HYDROACTION AN-400 SERIES AREA T04 \ �� 6 ' / \\ '9 4.86' BEDROOM RE51DENGE SPRAY ° '"'^'" o PLC INPUT OWTS SYSTEM DETAIL REMAIN NATURAL �, / •3, + \�- AREA TO REMAIN 2. THE DESIGN ARCHITECT SHALL OBSERVE THE OWT5 PRIOR 4 UNDI5TURBED \ \ 4.76' UN`��`L NOTES: FLOAT SWITCH TO BE RATED 2 AMP AT 120 V. MIN. FOR 3-4 BEDROOM RESIDENCES / / \ UNDISTURBED TO BAGKFILL AND DURING SYSTEM STARTUP W1 B1 MAIN PANEL 015GONNEGT MU5T BE PROVIDED BY INSTALLER. W1 !/ 4�.8' \ 5. THE OWTS INSTALLER SHALL HOLD AN ENDORSEMENT J 3.6' \ DASHED LINE5 INDICATE ITEM5 NOT CONTAINED IN THE PANEL + / BLOOD FROM SUFFOLK COUNTY DEPT. OF HEALTH AND BE AN \ 4.56' D. x° AUTHORIZED INSTALLER OF THAT 5Y5TEM. REQUIRED TORQUE FOR TERMINAL BLOCK 5GREW5 15 Ib IN-LBS. / ZONE A + \ " WATERTIGHT FLEXIBLE 4.4' FIELD WIRING MUST BE A MINIMUM OF 60"G COPPER WIRE / o� 4. THE OWT5 INSTALLER SHALL REGISTER THE ONSITE ITEM DESCRIPTION J015T SEAL 4 0� \ 4.38' , - TREATMENT SYSTEM WITH THE SUFFOLK COUNTY DEPT. OF HA-180053 TANK AN400 NITROGEN REDUCTION FIBERGLASS TANK CONSIDERED A PART OF � / rn ALTERNATE 5WITG4'6,F 5 g l� HEALTH. THE DESIGN ARGHITEGT SHALL PROVIDE THE ELEGTRIGAL SCHEMATIC, - INFORMATION ONLY PLEASE SEE SUPPLIER FOR A PRECAST GONG. OATS a: :: ° / GHOKi�ERRY p`4 B OUTLET TO MIDWAY INLET RECORD DOCUMENTS AS REQUIRED BY SGDHS. UPDATES. TUF-TITE EFFLUENT FILTER DISTRIBUTION AGGORDING TO SUFFOLK / + 4 EA. 5 O.G. \ , C ASSEMBLY REGIRGULATION 245 MODEL EF-4 / ---- 4.1 .�- 5. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT D AN 400 W/PLATFORM COMPLETE GHAMBER GOUNTY 015 AREA OF D15TURBANGE BETWEEN THE MAINTENANCE PROVIDER AND THE E PIPE 4" PVG 5OR 35 TUF-TITE MODEL TB-4 / Q 17,608 5Q.FT. PROPERTY OWNER SHALL BE PROVIDED TO 5GDH5. F EG50-30-L-80 PLG -OPS T-BAFFLE F�SHW'�` R 4 8' « G P G 5DR 4" PVC, WETLAND I f A RATORS R PRanDE Pu11 DISGarwEcr PRIOR I / �- 6. GARBAGE GRINDERS M GE O OTHER OBJECT I 3 DRAINS SEE DETAIL ' TO PANEL H PIPE 4 PVC, 5DR 35 5DR 35 BOUNDARY AT 2 + / POLE BREAKER NOTE: THE EFFLUENT 2.9 I ' INTENDED TO PUT ITEMS OTHER THAN SANITARY SEPTIC IN I / + ,O 4 DR PIPE 3 120 VOLT I DIA SERVICE TO PANEL CONTOUR AS PROVIDE PERENNI 5 FILTER SHALL BE AL +f BULBS AS PER Architect registration expires 9-30-23. 30 AMP IF PUMP TANK 15 � p J I a : : 8� X 2 N I PANEL 2#12 12 GRD.I CONTROL THE SYSTEM I 5 PROHIBITED BY 5GDH5. , D RM ETE INED B IA IN TA ' I Y � : REQURED-D)=D G TED BFI S LIED D REGTLY I I DETAI P I L SPACING TO BE RANDOM 5 MIN. 5A ISE HOUSE OUSE ELEV.SOUTHOLD 1/23 u K # - D GIRGUI7 EFFLUENT FILTER SEE NOTE 2 TUF TITE DEEP I R UNDE THE ACCESS COVER / N I YSDEG ON VENT PIPE FROM THE OWTS TO THE 5 NG E EXIT 16 �. PROVIDE 2 L 5 LNG TREES HE INCOMING WHERE NEEDED. 2 5GHED. 40 PVC, SEE NOTE#& FOR EASE OF 50-4 ON LEACHING BUILDING DEPT,COMMENTS 10/22 FAMILY DWELLING AND CONNECT TO THE SEWER VENTING Hm�IzoACTION 6/18/20 0::` :: ::: I / PROVIDE 4 KOU5A HYDROAGTIoN HYDROAGTION HI BLOW HP 80 AGGOR01%TO MAINTENANCE OR SOLIDS POO (' + : : :: SYSTEM WITHIN THE HOUSE. PIPE SHALL HAVE A P051TIVE mix I" REGIRG.PUMP 4.7 DOGWOODS 6 HT. 1.5 GAL. 15 BUILDING PERMIT SUB. DONDE PSEG`mss ( REPLACEMENT. DEFLECTOR I 5/22 AMP MP d kYDRO- 51 I TE PLAN F FROM THE OWTS TO THE HOUSE SO ANY LIQUID DEEDED SLOPE FR ELEC.HOUSE CI u, I N f ACTIO EFFLUENT FILTER DETAIL WI DRAIN TOWARDS TREATMENT UNIT. PANEL U R R.O.W. LIBER 0 AREA OF DISTURBANCE WETLANDS PERMIT LL G. ��rr CONTROL INFILTRATOR WATER TECHNOLOGIES u7 8. CONTRACTOR SHALL CONFIRM INVERT (ENTRY) ELEVATION PAM NY ATL GSF - 2 BUNDLES N.T.S. 6444 PG 543 ory / +f35� (17,6081 S.F) 14 APPROVAL,SUBMISSION 3/22 4FTX21INCH WIDE TRENCH I ° 1 OF SANITARY LINE AT POINT OF CONNECTION PRIOR TO TYPICAL CROSS SECTION DETAIL 3.3 / I REMOVE TREE5 IN THIS AREA A5 TO SCDHS FOR PERMIT ALTERNATE 5WITGH C-RA55 d / Z p © I CONSTRUCTION. CONTRACTOR SHALL NOTIFY ARGHITEGT Fac GRartOINGAs (NOT TO SCALE) RED GHOKEBERRY j S Z3o36 /� l/ '140 ! 4 ` _ REQUIRED FOR IN5TALLATION OF 5Y5TEM 13 NYSDEC REVISIONS 1/22 OF ANY DISCREPANCIES IN THE INVERT ELEVATIONS. REauIRaDBYPSEG. 8 EA. 5 O.G. 26,00,00E l 00� 4 100 FEET FROM FRESHWATER TYP. ELECTRIC SINGLE LINE DIAGRAM 48 z 10 FEET NON TURF BUFFER +4 �d l WETLAND5 VEGETATION TO BE 12 TRUSTEE REVISIONS 11/21 N.TS. NOTES: 6 12 6 AS REQUIRED BY TOWN OF CO -cc / ` , u/ CLEARED OF 015TURBED WITHIN THE I. �2ED ELECTRICALCONDUIT SHALL BE A MIN.6RADE 10- SOUTHOLD TRU5TEE5 ,,�� / ,y �6) 3'6 AREA OF 015TURBANGE ONLY. AREA 11 TOWN OF SOUTHOLD 9/21 2. ALL ELECTRICAL WORK TO BE PERFORMED IN 12" 4-RED 50N5ET MAPLE 6' HT. 2" GAL a D/ " -(7) CT D15TURBED WITHIN 100 FEET OF THE WETLANDS PERMIT APP. FRESH AIR VENT ACCORDANCE WITH NFPA 70 4 GURRExr 9 O ��@ WETLANDS 5,450 SQ.FT. DEC REVISIONS LOGATION5 SHOWN NOT TO I RFRE Q% 4 CLEANOUT TO BE 41 MAY 28 COMMENTS VERSION OF NEC,.NEG. -I" 10 6/8/21 FLOOR PROVIDED AT FAGS R.O.W.ROWOR UTILITIES. 5 OUTSIDE \ �� + OF BUILDING iy 5 �� TiyAND , \y� J 9 5/21 BUFFER W/NATIVE GRA55E5 F, per° / MIX RED BAYBERRY AND GHOKEBERRY DEC REVISIONS PROVIDE �i pSn N C_ 8 X10 TEMP 5HED FOR TOOL y� " .: o ` SHRUBS 10 EA. AT TOP 8 BASE OF SLOPE, MARCH 21 LETTER STORAGE INSTALL WATER LINE, o ,4 sok 4 3 GAL CONT. 5 O.G. U5E MIX W/ 5WITGH 8 DEC REVISIONS 10-2020 BUILDING WALL 35 r�� LOCKABLE PLG CONTROL NATIVE NATIVE SOIL \ o �s I J GLEANOUT AT ' :: REMOVE AFTER GONSTRUGTION ro CONTROL PANEL 4 AIR HP-80 GOMPRE550R ' �' �"� 4 � H + 2 6 JV GRA55 4 BLACK 6RA55 ON 5LOPE HEALTH DEPT. SUB. �`DE PUMP IN POLYETHELENE F O \\��\ `�1% D► h ENCLOSURE ON PRECAST - � �, ,,�1 �,1\� �\' 15 RED BAYBERRY 2 HT. e � Q� Z STABILIZE SOILS SEED WITH IN CEDAR MULCH Lg;�'c,HING 7 RELOCATE HOUSE 2-2020 o es / / _ NON FERTILIZER DEPENDENT - CONCRETE PAD " PIPE TL CONDUIT GONG. RET. WALL (SHADED) GALLEYS 2' O 4B '4 '�' �ry/ RYE-FE5GUE MIX WITH 5TEP5- INDEPENDENT OF DEPTH b' `� (�� 6 HEALTH DEPT REV. 11/19 LIGHT WEIGHT z BD6. 5TRUGTURE I Mn� 5 '� J 3 ' GEMENT FILL - / Ys 4' ` GONG.RETAINING WALL 2 FROM c 4 .4 4A) FROPLTRTY LINE-PROVIDE THORO5EAL aT 5 CONSTRUCTION DOCS 9/19 6" GONG o9 A 4 ON INTERIOR 51DE OF WAIL °°° �\ \ 0 6 ,�,,q, r\ q CURB , ` o FLOOD ZONE AE6 °° °° ° i///�//� -! LLJ , PRECAST - °° \ a J P� 4 GONG s ° DISr /- rj No. RevisiotT/Issue Date °° ° SANITARY EXISTING GRADE /�///\/ j / j// / / POLYLOK 24" SAFETY SCREEN �i WALK / e p as) l L FLOOD ZONE X 8• MIN PLUMBING TRAP IN �\,�\�/� /��/��'� �`/ /�\/\�\/\��\� � `"� 2_ +4• ROSEBERY ACCORDANCE wlm /ii; /\/�\/�\//\ \/�\//\//i PART NO. - 3008-SS o Tp _ I (LOINS EXCAVATE LOAM 4 FINE 5ILT5 $ 5AND OUTof SECTION NY5 PLUMBING `�� \�/ \ ���\ MATERIAL - HDPE I 4 : y0 �O GODS i r WMm SHAM� 4 8' . 1 �bvIDE PEA GRAVEL TRENCH ExrAvATiON IN AIR H05E t El EGTRIGAL w�, LDS 4� , LoGATE ° ' ��'��` F� F<</Nc3 °-- �.0' WALKWAY BETWEEN GOOD MATERIAL 15 FOUND. REPLACEWITHWITH IL ARCHITECTURAL BUILDING CLEANOUT & 2'-�" SUPPLY TO TREATMENT I DRAINAGE 4 'S� - -�T _ UNIT PROVIDE 20 AMP �TM�' U 10 FROM 3 N'ax C,0 /�� +`EST H � -1 GLEAN SAND A5 NOTED STUDIO GIR Z / WATER LINE a� o) PROP05ED E5TIMATED FILL REQUIRED = 100 0JYDS. FRESH AIR INLET DETAIL HYDROAGTION GONTROL GUIT 6F1 BREAKER c� j NOT TO 50ALE PANEL � GOMPRE55OR AT PANEL (SEE (� 'c 18" GONG. / `� CB 8 3 -COVERED PORCH 1029 SIPP AVENUE PUMP MANUFAGTURER5 5PEG5) cµeEDgn Z � 5 /RETAINING l9' pf h85, 3• + 4Q 5Q'FT' �� MEDFORD, N.Y 11763 NOTE: BUILDING CONNECTION TO HAVE A MINIMUM OF � EXISTING CESSPOOL 8 2'-0" OF CAST IRON SEWER LINE EXTENDING THROUGH CONTROL PANEL DETAIL �TMWT WALL SEE � 1. Gbh Sro•3o' 0 TO BE PUMPED AND PHONE: (631) 730-1262 _ F UNDATION 1� vO KEY NOTES: SIZED FO Rr 9s°�v . REMOVED AGGORDING FAX: (631) 730-5476 THE FOUNDATION. N.T.S. INSIDE FlR9 N�� PLANo `'1 p NOTE: CONTRACTOR To PROVIDE FULL 24•IIIgR '-/ t'T i 4 S, o + , TO 5GDH5 5TANDARD5 UTILITYMARK.OUrPRIOR To E-MAIL: rosebery@optonline.net !�T /b,4 \ to ,� �� �4� 8.2 00%TRUGTION ON SITE mb l / OVERALL HOUSE AREA WEBSITE: RAILROAD TIE RETAINING �S 3.6' \� t,0�� 8 8' ` J/ ?3 BITE PLAN FROM SURVEY BY WARD _ = 3,512 SQ.FT. BROOKS JANUARY 21,2014 WWW.rose beryarchitect.com WALL UNDER 5EPARATE \ RESIDENCE NOTE: THE DESIGN ARCHITECT 15 TO OBSERVE SAFETY SCREEN DETAIL APPLICATION � � � \ + 9.3 7 g 1' CONDENSER PADS -F(BS) -PROPOSED ELEVATION 6RADE5 Project Name and Address FIRST FL. MAINTENANCE COVERS TO 5.4' THE OWT5 SYSTEM PRIOR TO BAGKFILL AND n 1�� 4- EL• 4•I +4.5 EXIST. GRADES ZENK RESIDENCE 14.0 GRADE,PROVIDE AT SYSTEM START UP PIPE INV Nrs. \ � PHOTOGRAPH LOGATIoNS LOCKING MECHANISM 2 PIPE INV PROVIDE INFLITRATOR MEAN HIGH WATER 1TN 1 1' ` 2 p` "` � \i E GRADE TO 4 �DEC 51TE PLAN O TO BE LANDWARD OF �tle,w,n \ ` ELEVATION SHOWN ,P NEW RESIDENCE BUILDING GLEAN OUT GRADE EL. PIPE GAP AT PIPE ENDS AS 3.0 6 \ env �loiv UNDER DECK FOR GRADE EL. GRADE EL. GRADE E GRADE EL. THE WESTERN BULKHEAD Exls . 4 � � � SEE DETAIL q.5 q•0 q.o 8S REQUIRED GRADE EL. RETURN AND PREFAB coNG "� / '� FROST PROTECTION NOTE: THERE ARE NO SUPPLY WATER • 7. SEE PLA GONG. 5TRUGTURE WALL �A BHU/ \ + �8' WELLS WITHIN 150 FEET OF THE PROVIDE 2" VENT FROM TOP OF PIPE ELb.4 u, 7.5' PROPOSED SANITARY SYSTEM 280 CEDAR POINT DRIVE _ PLANT MIX OF 5WITG \ a \a \ HOUSE SANITARY VENT „ BASE OF PIPE EL. 5.11 � � + BUILDING 4" PVC, PIPE 4 PVG PIPE GRA55 4 BLACK GRASS I 10 FEET NON TURF BUFFER GRAPHIC, SCALE SOUTHOLD NY SYSTEM TO OWT5. TOTAL LENGTH OF INFILTRATOR 5Y5TEIM 5.7' T/BHD 4' 20 0 1011, 20' 40 OUTLET 2% MIN. SLOPE 2Xi MIN. SLOPE 32 FEET® 2� SLOPE(36' TRENCH) TOP OF PIPE EL. 5.8 GROUPS EACH, 2 O.G. IN � 6 o A5 REQUIRED BY TOWN OF 0tr11111 T/BHD ` TOWN OF SOUTHOLD EL. b.qt INLET 6 TO T 0 BASE OF PIPE EL 5.3 STAGGERED ROWS. A5 A 1� SCT�IOLD TRUSTE T A HOUSE TRAP 15 NOT TO 10' MIN. EL. 6.7 INLET HIGHEST POINT OF PART OFA 10 FOOT ' C ZQ T BHD tO 1" = 30'-0" BE U�p• FROM RING BASE OF TRENCH = 4.8 NON-FERTILIZED BUFFER BA5EMENT RE51DENGE EL. 6.4 DISTRIBUTION INFILTRATOR ATL REMOVE UPPER LAYERS OF UNSUITABLE /O / SCTM. NO. 1000-90-2-14.1 SEE LANSGAPING SCHEDULE N Z6 � 6 NOTE: COVER MATERIAL SLAB = 5.1 TO I/A I CHAMBER-SEE ADVANGED MATERIAL AND EXCAVATE TO GLEAN ��23Q"LAI 5� FOR THE FOOTPA H 15 Project Sheet _ _ _ EXISTING BULKHEAD TO BE y,/ Hoop WALK 8 MIN. SAND d BAGKFILL WITH MEDIUM TO GROUND TER WOOD BARK GHI ,STONE, OWTS � TO CESSPOOL DETAIL TREATMENT LEACHING COARSE SAND EL. 1.8 LIMITED TO NATU 2018-45 BASE EL. NOTE: PROVIDE FIELD REGON5TRUGTED UNDER NOTE: BAGKFILL ENDGAP LEVELING SEPARATE APPLICATION 96.35, \ GRAVEL AND SAW Date INLET)' BEL MATERIAL TO BE DEVIGES FOR LEACHING FIELD DECEMBER 2018 INLET) TIDAL WETLANDS 2,224 SQ.FT ISP-2 COMPACTED SAND 3" THIGKNE55 GOAR5E SAND 4 DISTRIBUTION - - - - (6.2 % OF OVERALL LOT) P4 ° MU5T BE LEVEL GRAVEL GHAMBER AGGORDING TO U5G5 DATA �QQ Scale MAX. TOLERANCE OF 4" IN ANY DIRECTION GROUNDWATER 15 EL. Ib (WELL LITTLE P E C O N I C BAY �A� AS NOTED PROP. I/A OWT5 OF 517) WELL APPROX. 3 MILES WEST SITE PLAN 4'9' ��6 HYDROAGTION AN-400 SERIES OF 517E T/BHD Drawing SCALE: 1"=30'-0" SITE & SANITARY DETAILS & PROFILE PROPERTY AREA = 35,914 SQ.FT. HYDROAGTION I/A SYSTEM WITH LEAGHING FIELD ZONED R-40 RESIDENCE DEPARTMENT APPROVAL SANITARY PLAN 50' MIN. BUT SUFFICIENT TO KEEP 18'-0" C,to C. 4 SEDIMENT ON SITE MAY BAIL AND/OR GRANULAR SAGKFILL SILT FENCING 100TIN6 TO BE 6'PIZOM "a PROPERTY LINE LL z NOTE:6RADE RHHD a( ;o w_J WALL TO NUT EXCEED 5% j _ s MI FOR b FIST �F N 0 f rc rI' :wy"r ..-S...Yom... n' STEM HORIZONT v O - lro a - REI A O IS'ORC.B�ii T STEM 0EI6IfT STEM STEM REINF. TOE WIDTH HEEL WIDTH OVERALL OVERALL Q •�"'` �' :r. GHtT52OF li WALL Q F I I V WIDTH t REINF. t REIN FOOTING WIDTH FOOT N6 DEPTH - (SEE cl-wRr) F � •G N '��•` #6 O 18 O.G.HOR I -0 0' Q - �G 5 �5® 48"O.G.VERT. 8" 1^I s<5® 6'E.W. PERSPECTIVE W :4.=!:=������: O— VIE EN G ERAL NOTES = O S STEM Vi32T1GA1. " 6 O 18"O.G.HORIZ 2'-0' 3'-4 :' ASPHALT DRIVB•lAY 4-0 10 b-4 1-4" REltt-'�RC.EhB�ti AT 25 �5 048 O.G.VERT. a5® IS"EYV #5 O I6"E.W. 6RANILAR RLL .. DEPTH SEE CHART 2'-0" 10' V#6 a 0OT.C..HHO I 2'-0' 1u-8' 4'-8" r-4" THIS DRAWING, PREPARED FOR THE 018'EW 5 A I6"E W. 36" MINIMUM 2 x 2 SPECIFIC PROJECT INDICATED, IS AN CONSTRUCTION ENTRANCE-FOUNDATION OF CTED RETAININ6 WALL NOTE5, FENCE POST 3/4'STONE BLEND OR N.Y.STALE D.O.T.APPR R.C.A. INSTRUMENT OF SERVICE, AND THE 10 FILL TOW(Min.)ABOVE EMSTNO GRADE FOR NAGE. 2b PROVIDE THOROSE&OR 1. WALL TO CONFORM WITH APPLICABLE 5TANDARD5 OF NYS BUILDING CODE AND AGI 318 . PROPERTY OF ROSEBERY ARCHITECTURAL HATEWROOFM HUMBWXSIDE THE 2. SOIL BEARING 15 BASED UPON 6RANUL.AR SOILS WITH A 501L BEARING�OF 2000 PSF WOVEN WIRE FENCE THE STUDIO AND JOHN D. ROSEBERY RETAININ6WALL (6 x 6 - 10/10 WWF) ARCHITECT PLLC. 3. ALL CONCRETE 15 TO BE 4000 P51 CONGRETE AS A MINIMUM.HORIZONTAL REINFORCEMENT IN z PLAN VIEW STEM WALL 15 TO FOLLOW THE UNBALANCED FILL REQUIREMENTS FOR CONCRETE RETAININ6 WALLS FILTER CLOTH '• FOUND 1N THE NYS BUIIDIN6 CODE. INFRINGEMENT OR ANY USE OF THIS TaEIW-0FZCCHART) ' 4. WEEP HOLES ARE TO BE PROVIDED AT 6'-0"O.G.SEE SITE PLAN FOR LOCATIONS Stop N PROJECT IS PROHIBITED. ANY ALTERATION, 5.FOP,STEM WAi..L HEIGHT'S ABOVE THE VALUE INDICATED USE THE NEXT HIGHEST WA�IJFOOTTN6 E OR REPRODUCTION OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT THE WRITTEN 11-/" CONFI6URATION(FOR A 7-6' WALL,USE THE 4 FEET GONFI6URATIOW if �_OVERALL FOOTING WID EMBED FILTER CLOTH RADE A CONSENT OF THE ARCHITECT. HEEL MIN. 6" INTO GROUND Z R 0 A D (5EE C"M .„ I CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED MAY BNL AND/OR 3/4'STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. r ;�; SILT FENCING FILL Tole"(Min.)ABOVE D 0S71NG GRADE FOR DRAINAGE NOTE: CONSULTANTS: POURED CONCRETE RETAINING WALL DETAIL MAXIMUM DRAINAGE AREA CROSS SECTION NOT TO SCALE 1/2 ACRE / 100 LINEAR FEET SECTION DETAIL TEMPORARY CONSTRUCTION ENTRANCE SILT FENCE DETAILS SCALE:NTS SCALE:NTS NOTE: All sections of permanent and/or final driveway construction located within a Town R.O.W. must meet the minimum requirements of the Town Highway Specifications and is subject to the approval of the Highway Superintenden BACKFILL FLOW ^� POCKET = ,� 8"THICK CRIBBAGE ANCHOR TIES �— . REINFORCED tokF,C x;,r, CONCRETE TRAFFIC tq;t L ,q0 Ot,� 4_o^ BACKFILL BEARING SLAB `c� n POCKET E 2't I ASPHALT ROAD 4-0 " E RFACE ON 4■. 4 VERTICAL E ._ 4-0" SLOPE E x COMPACTED RCA BLEND. 24' DIAMETER FACE g 2 TYPICAL CAST IRON INLET GRATE iv 'v & FRAMEr < r n r- N 4-o BEDDING DETAIL e - PRECAST CONCRETE ;:r: :;'r,:y.:>:=�i;��w< :;,>,�',•-�, CHIMNEY IIIT S '-0" MAX. ANGLE FIRST STAKE TOWARD Architect registration expires 9-30-23. GRADE 8OF WALL �/ -�`� (I II DOM== PREVIOUSLY LAID BALE. f -G � .G�, �� AA. o m 16®®® RAISE HOUSE ELEV.SOUTHOLD 1/23 NOTES: 41" r C: r� o®®= 18"TRAFFIC BEARING BUILDING DEPT.COMMENTS 10/22 1. ONLY 40 YEAR ACQ TIES IN SOUND CONDITION, SIZE FLOW = ^ � DRAINAGE PIPE.TYPICAL •G � � 15 BUILDING PERMIT SUB. 5/22 6"x6"x8". �l- 2. TIES TO BE SECURED WITH 3/8" DIA. X 12" GALVANIZED om® W DIAMETER x 2'DEEP WETLANDS PERMIT SPIKES AS PER FOLLOWING SCHEDULE: 1 0 EACH END OF �i`c ^ �2 �'- MOM _ PRECAST CONCRETE 14 L,SUBMISSION 3/22 APPROVAL,HORIZONTAL FACE MEMBER. 1 0 EACH END OF HORIZONTAL ^ n LEACHING RING. AP ROVA FOR PERMIT CRIBBAGE MEMBER. 1 ® EACH END OF ANCHOR TIES. ��' i`c 3. SPACE ANCHOR TIES ® 8'-0" O.C. ^�� G �. - = CLEAN SAND& 11111 13 NYSDEC REVISIONS 1/22 4. BATTER FACE OF WALLS 1" IN 12". ^ BOUND HAY BALES - fr2 — GRAVEL FILL. 5. INITIAL BASE TIES TO REST IN VIRGIN SOIL. PLACED ON CONTOUR 6. BACKFILL MATERIAL COMPACTED TO 95% COMPACTION AND ��^n WATER 2'-0" 8'_0" 2'-0" CLEAN 12 TRUSTEE REVISIONS 11/21 FREE FROM DEBRIS. �i� '� Min. Diameter Min. SAND& TOWN OF SOUTHOLD 2 RE-BARS: STEEL PICKETS OR GRAVEL 11 9/21 FULLY CRIBBED TIMBER TIE 2"x 2"STAKES 1.5'to 2' IN GROUND. FILL. WETLANDS PERMIT APP. HAY BALES. FLUSH WITH TOP OF Typical Section @ Leaching Pool MAY 28 COMMENTS ANCHORING RETAINING WALL 10DEC 6/8/21 ANCHORING DETAIL Scale: NTS 9 DEC REVISIONS 5/21 MARCH 21 LETTER STRAW BALE DIKE DETAILS 8 DEC REVISIONS 10-2020 SCALE:NTS HEALTH DEPT. SUB. r-2,/4"--{ 7 RELOCATE HOUSE 2-2020 —— 6 HEALTH DEPT REV. 11/19 ® 18'DIA.PIPE 1000<OUT � ® 5 CONSTRUCTION DOCS 9/19 No. Revision/Issue Date � / j 11/2" 2 5° II/2, 2 5" 3/4 8a A B ROSEBERY — — -1 END VIEW - END WALL 1/2" EXPANSION JOINT 3/4 a" ARCHITECTURAL s TrP-I L -91-9+/r I _ b" CONCRETE APRON 'a!• rum 47 f= �f_- 11 II II " � II II STUDIO • L � ��- JL--- 1029 SIPP AVENUE TOP VIEW NOTE: BOTTOM OF ALL LEACHING POOLS ARE •-` — TO BE 15'MINIMUM ABOVE 6ROUNDWATE32 �' , ., - m •.a'.•,- • T- MEDFORD, N.Y 11763 FRAME t GRATE-FLOGKHART NOTE: LEACHING GALLEYS SHALL BE PHONE: (631) 730-1262 NO.6b4--P OR APPROVED INSTALLED ON GRAVEL t STRUCTURAL FILL. 24" 44- EA ELEVATION FAX: (631) 730-5476 QUAL FU15H WITH GRADE PROVIDE STORM DRAIN DEFENDER UNIT NOTE: ALL LEACHING POOLS ARE TO BE SECTION A - A B E-MAIL: rosebe o tonline.net UNDER CATCH BASIN INSERT FOR DEBRIS PRECAST,WITH PRECAST OPENINGS AND SHALL SECTION B -$ ry@ p t NON-POINT SOURCE POLLUTANTS CONFORM TO VILLAGE OF WESTHAMPTON ENVIROMET MODEL NO.DDREG-WPL 10 1 BEACH STANDARDS WEBSITE: 5EDIMENTNTH OIL PILLOW BELGIAN BLOCK CURB DETAIL (TYPE B) www.roseberyarchitect.com ALLOW 8'MIN.FOR ADJISTMERr r_a- 10'DIA.PIPE KNOCKOUT NOTES: Project Name and Address b'REINFORCED TRAFFIC EL(SEE 517E (EACH SIDE) PROVIDE BEARING SLAB TO CARRY 0-20 b°KNOCKOUT RECESSED CONCRETE I.CONCRETE TO BE I I/2:3 MIX 3" SLUMP NTH AGGREGATE PASSING 3/4"SIEVE LOAD WITH AN OFFSET oPENIN6 �>�nr_B• FOR BUILDING DRAINA6E g,/4- �GOVER 2. TYPICAL BELGIAN BLOCK TO BE 5" x 8"x 11" WITH COMPRESSIVE STftEN6TH OF ZENK RESIDENCE r_. 4,000 P51 MINIMUM. NEW RESIDENCE yyII b7' 3. DROP CURB LAYOUT-�STANDARD SPED. s .� r- ®® --1 1--I — 7 — —1b"DIA.HOLE 44. MORADE AR MIX TO EIE 6� 1:2 ALL JOINTS 5.TO BE GON5TRUGTED HIEN ROAD n� E3 ® ` 1 ® E3 I BACKFILL ONE IMLLATEIRIIAL ITH -0"5� 1 L AROUND BASIN FOR FULL ®� �® 280 CEDAR POINT DRIVE t- I SEE SITE PLAN. L ® E3 ® B SOUTHOLD, NY T- E3 ® B ®� I FI�LTERGFABRIC BASIN IN EL.3. M N. BANK RLN 0IMENT CONTROLS TOWN OF SOUTHOLD STRUCTURAL FILL 121., F- rM SCTM. NO. 1000-90-2-14.1 P = 6ROUNDYNATER EL. 15 END VIEW - INTERMEDIATE WAL L Project Sheet SIDE VIEW ��LEAOHINSIOLE,'- 2018-45 LEACHING GALLEY DATA I. CONCRETE 4,000 PSI a 26 DAYS Date INTERNAL QUANTITY OF DRAIN WALL INTERNAL VOLUME APPROX.DRAIN OPENIN66 WEIGHT 2.REBAR TO BE A5TM A-615 6RADE 60 WALL 1-16T. UNITS ON SITE AREA(517) OF GAL, TOTAL 51ZE ANGLE (1-12) 3.WELDED WIRE FABRIC ASTM A-185 DECEMBER SP 3 1'-O"(A) b ILO 32 239 12 3/4'X 6" 14 DE-6. 4,150 4.DE516NED FOR AASHTO HS-20 LOADING 5.TOP SLAB AND WALL ARE MONOLITHIC - I'-b"(B) S 255 48 359 20 3/4"X b" 14 DEC?. '4730 Scale 2'-0"(G) S 54O 64 4-111 20 3/4'X 6' 14 DEG. 5325 AS NOTED NOTE. SEE SITE PLAN FOR DIZIM V 6E LOCATION t DEPTH Drawing LEACHING GALLEY/DRAINAGE DETAIL. N.T.5. SITE DETAILS NEW YORK RESIDENTIAL CODE SHEET PRESUMPTIVE LOAD-BEARING VALUES TABLE RR4I�EINFORGED CONCRETE AND MASONRYa FOUNDATION WALLS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE 301 .2 (1 ) OF FOUNDATION MATERIALS MINIMUM VERTICAL REINFORCEMENT SIZE AND 5PAGIN6 b,c WIND DE51ON CRITERIA 5E15MIG SUBJEGT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN GLASS OF MATERIAL LOAD-BEARINS PRE55URE MAXIMUM FOR 8-INCH NOMINAL WALL THICKNESS D- DESIGN FLOOD GROUND MIND TOPO- 5PEGIAL FR05T LINE DESISN UNDERLAYMEN FREEZING ANNUAL pounds per s uare foot) MAXIMUM UNBALANCED 5011 G1a55es(d) SNOW SPEED GRAPHIC WIND BORNE GAT. WEATHERING DEPTH TERMITE TEMP. REQUIRED HAZ./ZONE INDEX -TEMP p p WALL BACKFILL Sand gravel and/or gravel (5W and 5P) 3,000 GP, 5w 6M, GG, 5M, 5M-5G 5G, MH, ML-GL4 LOAD (MPH) EFFECTS REGION DEBRIS y g g HE HEIGHTe ON, ZONE (feet) (feet) and SP soils and ML soils inorganic GL soils Sand, silty sand, Clayey sand, silly gravel and Clayey gravel (gravel$ sand) (sand, sandy clay) (clays-looms) WITHIN I MOD. TO 11° F. YE5 FLOOD Hou,> s ZONE 52'1° F 20 PSF 140 MPH NO NO B 5E1/ERE 36 (5W, SP, SM, SG, 5M and CCG) 2,000 MI. OF HEAVY 510 EAST EN 6 5 #4 at 48" o.c. #4 at 48" o.c. #4 at 48" o.c. EAST END WATER X, 51TE IS Gloy, sandy Clay, Silty Clay, Clayey silt, silt and sandy silt 6 #4 at 48" o.c. #4 at 40" o.c. #5 at 48" o.c. AE-6 (GI, ML, MH and GH) I,sOOb 7 4 #4 at 48" o.c. #4 at 48" o.c. #4 at 48" o.c. GENERAL NOTES DESIGN CRITERIA FOR MANUAL J MINIMUM SPECIFIED COMPRESSIVE5 #4 at 48" o.c. #4 at 48" o.c. #4 at 40" o.c. MINIMUM 5PEGIFIED 6 #4 at 48" o.c. #5 at 48" o.c. #5 at 40" o.c. THIS DRAWING, PREPARED FOR THE ELEVATION LATITUDE WINTER SUMMER ALTITUDE INDOOR DE51ON TEMP. HEATIN5 STRENGTH OF CONCRETE GOMPRE5511/E 5TRENOTHa(f'c) 7 #4 at 40" o.c #5 at 40" o.c. #6 at 48" o.c. SPECIFIC PROJECT INDICATED, IS AN HEATINS GOOLI N5 GORREGTION FACTOR DE51ON TEMP. GOOLI N5 INSTRUMENT OF SERVICE,AND THE TEMP• 8 5 #4 at 48" o.c. #4 at 48" o.c. #4 at 40" o.c. PROPERTY OF ROSEBERY ARCHITECTURAL 0 0 0 0 75° DRY BULB Weathering potential 6 #4 at 4o.c. #5 at 48" o.c. #5 at 40" o.c. STUDIO AND JOHN D. ROSEBERY SEE 51TE PLAN 40 N 12.5 84 CORRECTION I 7O DIFFERENG T 63° NET BULB YPE OR LOCATIONS OF CONCRETE CONSTRUCTION 8" Severe 7 #5 at 48" o.c. #6 at 48" o.c. #6 at 40" o.c. ARCHITECT PLLC. WIND VELOG I TY WIND 1/ELOG I TY GO I NG I DENT WINTER SUMMER 8 #5 at 40" o.c. #6 at 40" o.c. #6 at 24" o.c. GOOLI N5 TEMP. DIFFERENGE DAILY RANSE Basement wa l Is, foundations ant other concrete not exposed to the weather 2,5000 INFRINGEMENT OR ANY USE OF THIS T :� 5 GOO5 WET BULB HUMIDITY HUMIDITY 5-7.50o 9 #4 at 48o.c. #5 at 48o.c. PROJECT PROJECT IS PROHIBITED. ANY ALTERATION, 5 o.c. #4 at 48� Basement slabs e and interior slabs on grad , except garage floor 51ab5 2,5O0G 6 #4 at 48���� o.c. #5 at 48„ o.c. #6 at 48�� OR REPRODUCTION OF THIS DOCUMENT IS O.C. C1° 15 MPH -1.5 MPH 71.5° RANGE M 30% 45-55% 7 #5 at 4.5ox.. #6 at 48 o.c. #6 at 32 o.c. ALSO PROHIBITED WITHOUT THE WRITTEN Basement walls, foundation walls, exterior walls and other vertical 8 #5 at 40" o.c. #6 at 32" o.c. #6 at 24" o.c. CONSENT OF THE ARCHITECT. Cl #6 at 40" o.G. #6 at 24" o.c. #6 at 16" o.c. REFERENCE STANDARDS: concrete work exposed to the weather 3,000d STRUCTURAL LOADS TABLE 301.4 ALLOWABLE DE51ON DEFLEGTION OF For 51: 1 inch = 25.4 mm, WFGM 2018- WOOD FRAME CONSTRUCTION MANUAL FOR WOOD Porches, Gar Ort slabs and Steps exposed to the weather, I foot 304.8 mm. USE LIVE LOAD DEAD LOAD STRUCTURAL MEMBERS (TABLE 301.7) p p p FRAMING FOR SPECIALIZED WIND CONDITIONS CONSULTANTS: FIRST FLOOR 40 PSF I5 PSF FLOORS CEILINGS L/360 NEG 2017- NATIONAL ELECTRIC CODE and garage floor Slabs 3,500d,e NOTE: IN CONDITIONS OF ORGANIC MATERIALS, CLAYS AND LOAMS WITHOUT A SECOND FLOOR SLEEPING AREA) 30 PSF 10 PSF STRUCTURAL MEMBERS L/240 TEST BORING AS A PART OF THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR 15 TO STOP ATTIG5 W/ LIMITED 5TORAOE 4 GELIN65 20 P5F 10 P5F INTERIOR WALLS H/180 FOR THE PURPOSES OF WIND DES 15N, THE WIND For 51: 1 pound per square inch = 6.8g5 kPa. WORK AND CONSULT ARCHITECT. IT 15 RECOMMENDED THAT A TEST BORING TO DETERMINE DEGK 40 PSF O PS EXTERIOR WALLS H/240 a. At 2b dci 5 51 501L CAPACITY TO BE COMPLETED AT THAT TIME. EXTERIOR BALCONIES 60 P5F 15 P5F RAFTERS L/240 EXPOSURE 15 CONSIDERED EXP05URE B y p STAIRS 40 PSF 10 PSF ALLOWABLE DE51ON DEFLECTIONS b. See Table RR301.2(I) for weathering potential. a. Mortar shall be, Type M or 5 and masonry shall be laid in running bond. HANDRAIL5 200 P5F 10 P5F MEETS OR EXCEED THE REG2UIREMENT5 G. Goncrete in these IOGotion5 that may be subject to freezingand thawing during construction b. Alternative reinforcingbar sizes ands acin s havinganequivalent cro55-sectional area ROOF (GROUND SNOW LOAD AS 35 PSF 15 P5F OF TABLE 301.6 NY5 RES. GODS y g g of reinforcement per linel foot of wall shall be, permitted provided the spacing of the DETERMINED BY FIGURE 301.2 + Shall be air-entrained concrete, in aGGOrdanGe with Footnote d. p p p p g reinforcement does not exceed 72 inches. CONSIDERED LIVE LOAD) d. Goncrete shall be air entroinod. Total air content (percent by volume Of Concrete) shall not be less than 5 percent or more than 7 percent. c. Vertical reinforcement shall be Grade 60 minimum. The distance from the face of the roll e. See 88402.2 for minimum cement content. side of the wall to the center of vertical reinforcement shall be at least 5 Inches. NAILING SCHEDULE FROM TABLE 602.3.(1)2020 INTERNATIONAL RESIDENTIAL CODE d. Soil classes are in accordance with the Unified Soil Cla551ficotlon System. Refer to Table RR405.1 NYS res. code. NUMBER AND TYPE OF 5PAG I N6 NUMBER AND TYPE OF 5PAG I N6 NUMBER AND TYPE OF 5PAG I N6 ITEM DESCRIPTION OF BUILDING ELEMENTS FA5TENER a, b, c $ LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS FASTENER a, b, c $ LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS FASTENER a, b, G 4 LOCATION e. Unbalanced backfill height Is the difference In height of the exterior and Interior finish ROOF ground levels. Where an interior concrete slab is provided, the unbalanced backfill height " " 0.135");or �� I„ 3-8d box (21/2" x0.113");or shall be measured from the exterior finish round level to the to of the Interior concrete E td Blocking between ceiling 4-8d box (21/2" x 0.131 ; To late to to late l0d box (31/2 x 12 o.c. face nail x 6 subfloor or less to each0.131"); 9 p , p p p p 23 2-8d common (21/2 xor Face nail slab. "* SEL ' 1joists or rafters to to late or 3-8d common (2 1/2") Toe Hall 12 3 x 0.131 naris Joist 3-Iod box (3" x 0.128"9;or j 000 p p or 3-I0d box (3") 3-3" x I6d common (31/2" x 0.162"9 16" O.G. face Hall 2 staples, I" crown, 16 ga., 13/4" long ROOFING NOTES: 0.131" nails ace nal on eaG si e o u 3-16d box 01/2" x 0.135");or � 8-Ibd common (31/2" x 0.162);or 24 2 subfloor to joist or girder " -- , Per 01St, toe „ „ end joint 2-Ibd common 031/2 x0.162) Blind and face nail 4-8d box (21/2" x 0.113"); or Double to late splice 12-I6d box (31/2 x 0.135);or F 13 p p p (minimum 24 lap splice length Asphalt Strip Shingles shall have a minimum of rix fasteners per shingle In the 110-120 mph wind zones. . 2 Gelling oists to to late :: �: , nail 12-Iod box (3 x 0.128);or 3-Ibd box (31/2 x 0.135),or 8sk 91 p P 3-8d common (21/2 x O.I3I ), each side of end joint) 25 2 planks (plank B beam-floor 6 roof) 12-3 x0.131 nails 2-16d common 01/2" x0.162") At each bearing, face nail or 3-IOd box (3" x 0.128"); Ice protection. In areas where the average, daily temperature, In Januar Is 25 F (-4 G) or less or when L or 3-3" x 0.131" nails „ 3-16d common 01/2 x0.162) p 9 y p y "�'= = 4-10 box (3" x 0.128"), or End nail Table RR3o1.20) criteria so designates, an Ice barrier that consists of a least two layers of - Bottom plate to Joist,rim Joist, band Joist or Ibd box (31/2 x 0.135),or 12 O.G. face nail 2 Band or rim joist to joist I4.-< f..... 14 blocking (not at braced wall panels) 3" -0.131" nails 4-3" x 0.131" nails;or underlayment cemented together or of a self-adhering polymer modified bitumen Sheet, shall be used In 3 Gelling �olst not attached to parallel 4-IOd box (3" x 0.128"); or Face Hall 4-3" x 14 a. staples, UI6" crown lieu of normal underla mentand extend from the cave's edy a to a point at leant 24 incher (610 mm) rafter, laps over partitions [see 3-16d common (31/2" x 16 common 2" x 162" 16" o.c. face nal) „ „ „ y9 r Architect registration expires 9-30-23. 20d common (4 x O.la2), or Nail each layer as follows: 32 inside the exterior wall line of the building. Section 8802.5.2 and Table 8802.5.21 0.162"); or 4-3" x 0.131" nails 15 3-16d box (31/2" x 0.135");or 3 each 16" o.c. face nail 27 Built-vp girders and beams, 2-Inch lumber o.c. at top and bottom and RAISE HOUSE ELEV.SOUTHOLD 1/23 Bottom plate to Joist, rim Joist, band Joist or layers staggered. 16 blocking (at braced wall panel) 2-Ibd common (31/2" x 0.162");or 2 each 16" o.c. face nail 99 BUILDING DEPT.COMMENTS 10/22 4-3" x 0.131" nails 4 each 16" o.c. face nail Underlayment application. For roof slopes from two units vertical in 12 units horizontal Ceiling 01St attached to parallel rafter �� �� 24" o.c. face Hall at to and (1-7-percent slope), u to four units vertical In 12 units horizontal (33-percent slope), 4 g J p Table R&02.5.2 Face nal( Iod box (3 x 0.128);or p 15 BUILDING PERMIT SUB. 5/22 (heel point) [see Section 8802.5.2 and 4-8d box 21/2" x 0.113" ;or 3" x 0.131" Halls bottom staggered on opposite p p p 3-16d box (31/2" x0.135");or toe nail sides underlayment shall be two layers applied In the following manner. Apply a la-Inch (483 mm) WETLANDS PERMIT Table 8802.5.2] 16 Top or bottom plate to stud 4-8d common (21/2" x0.131");or And, strip of underlayment felt parallel with and starting at the eaves, fastened sufficient) to hold 14 3/22 "� " Face nail 4-IOd box (3" x0.128");or „ :: Face nail at ends and at each y APPROVAL,SUBMISSION 5 Collar tie to rafter, face nail or II/4 20 4-IOd box (3 x 0.128 ); or 2-20d common (4 x o.1a2);or In place. Starting at the eave, apply 36- Inch-wide (914 mm) sheets of underlayment, ga. ridge strap to rafter 3-I0d common (3" x 0.1489; 4-3" x o.131" nails 3-1od box (3" x 0.128");or splice yplace. TO SCDHS FOR PERMIT each rafter overlapping successive Sheets 19 inches (483 mm), and fastened sufficiently to hold in or 4-3" x 0.131" nails 3-I6d box 01/2" x0.135");or 3-3 x0.131 nails For roof slopes of four units vertical in 12 units horizontal (33-percent slope) or greater, 13 NYSDEC REVISIONS 1/22 2-I6d common 01/2" x0.162");or end nail 28 Ledger strip supporting Joists or rafters 4-I6d box (31/2" x0.135");or At each joist or rafter, underlayment shall be one layer applied in the following manner. Underlayment shall be applied �� " 3-I0d box (3" x0.128");or 3-Ibd common OVY' x0.162 );or face nail shingle fashion, parallel to and starting from the cove and lapped 2 Inches (51 mm), fastened 12 TRUSTEE REVISIONS 11/21 6 Rafter or roof truss to plate 3-I6d box nails (31/2 x 0.135 ) 2 toe Halls on one 17 Top plates, laps at corners and intersections 3-3" x0.131" nails �� �� or 3-IOd common nails (3" x side and I toe nail on 4-IOd box (3 x0.128);or 5ufficlently to hold In place. End laps shall be offset by 6 feet 0829 mm). 0.148"); or 4-I0d box (3" x o 051te side of each 3-I0d box (3" x 0.128");or 4-3" x0.131" nails 11 TOWN OF SOUTHOLD 9/21 2-I6d common (31/2" x 0.162");or Face Hall 2G1 Bridging or blocking to joist 2-IOd (3" x 0.128");or Each end, toe nail WETLANDS PERMIT APP. 0.128"); or 4-3" x 0.131" nails rafter or truss (1) 3-3" x0.131" nails „ RR905.2.8 Flashing. Flashing for asphalt shingles shall comply with this section. 2-d8 common (21/2 x 0.131 ) naris 9 p 9 p y 4-16d (31/2" x 0.1359• or Toe nail - 3-8d box (21/2" x 0.113")•or 10 DEC REVISIONS 6/8/21 Roof rafters to ridge, „ 18 I" brace to each stud and plate 2-Sd common (21/2" x 0.131");or Face nail ITEM DE5GRIPTION OF BUILDIN6 ELEMENT5 NUMBER AND TYPE OF 5PAGING OF FA5TENERS MAY 28 COMMENTS 7 9 3-IDd common (31/2 X0.148 ); :: „ , ED6E5 INTERMEDIATE 88905.2.8.1 Base and cap flashing. Base and cap flashing shall be installed In accordance valley or hip rafters or „ X 2-Iod box (3 x0.128),or FASTENER a, b, c with manufacturer's Installation instructions. Base flashing shall be of either corrosion-resistant DEC REVISIONS or 4-10d box O 0.12b"); or 2 staples 13/4 SUPPORTS 9 9 MARCH 21 LETTER 5/21 roof rafter 4-3" X0.131" nails 3-8d box (21/2" x0.113");or wood structural panels, subfloor, roof and Interior wall sheathing to framing and particleboard wall sheathing to metal of minimum nominal 0.019-Inch (0.483 mm) thickness or mineral surface roll roofing to minimum 2x ridge beam I9 P x6" sheathing to each bearing 2-8d common (21/2" x0.131");or Face nail framing[see Table Rb02.3(3) for wood structural panel exterior wall sheathing to wall framing] weighing a minimum of 77 pounds per 100 Square feet (3.76 kg/m2). Gap flashing shall be 8 DEC REVISIONS 10-2020 3-I6d box 31/2" X 0.135"); or, End nall 2-I0d box (3" x 0.128");or 30 3/5" -1/s" bd common (2" x 0.113") nail (subfloor,wall)1 b„ 12"f corrosion-resistant metal of minimum nominal 0.019-inch (0.483 mm) thickness. HEALTH DEPT. SUB. 2-16d common X0.162" 2 staples, I" crown, Ib go., 13/4" 8d common (21/2" x0.131") Hall (roof);or or 3-I0d box (33"" x0.128"); or long RSRS-ol (23/8" x 0.133") nail (roof)1 RRa05.2.82 Valleys. Valley 9 linin s shall be e installed in accordance, with manufacturer's 7 RELOCATE HOUSE 2-2020 X 31 to/32 I 8d common nail (21/2 x0.131 ), or installation instructions before applying shingles. Valley linings of the following types shall be 3-3" X 0.131" nails 3-8d box (21/2" x 0.113");or ° - ' " • b" 12"f 20 Joist to sill, top plate or girder 3-8d common (21/2„ x 0.131„),.or Face nail RSR5-01 (23/5" x0.133") nail (roof)i permitted: 6 HEALTH DEPT REV. 11/19 5PAGING 3-I0d box (3" x 0.128");or 32 11/e" -II/4" lad common 0" x 0.148") nail;or ITEM DE5GRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF 3 staples, I" crown, 16 ga., 13/4" 8d (21/2" x0.131") deformed nail b 12" 1. For open valley (valley lining exposed) lined with metal, the valley lining shall be at FA5TENER a, b, c 4 LOCATION long least 24 Inches (610 mm) wide and of any of the corrosion-resistant metals in Table 5 CONSTRUCTION DOCS 9/19 WALL other wall sheathing (g) RR905.2.8.2. 76d common (31/2" -0.162") " wider than I" x 8" Face nail „ Stud to stud (not at braced wall 24 o.c. face nail 33 i/2 structural cellulosic fiberboard II/2 galvanized roofing nail;-1/16" 3" 6" 2. For o en voile s voile linin of two lies of mineral surface roll roofin , complying No. Revision/Issue Date 8 panels) 4-8d box (21/2" x 0.1139;or sheathing head diameter, or 11/4" long 16 ga. p y y 9 p 9 Iod box (3" x 0.128"9;or I6" o.c. face nail 3-8d common (21/2" x 0.131'9;or staple with -M6" or P crown with ASTM D 249, shall be permitted. The bottom layer shall be 18 Inches (457 mm) ROSEBERY 3" x 0.131" nails 3-I0d box (3" x 0.128");or and the top layer a minimum of 36 Inches (914 mm) wide. d ox 31 2 x 0.135 •or " 4 staples, I" crown, I6 o., 13/4" 13/4" alvanized roof nail;-7/16" „ " Stud to stud and abutting studs at � l2 O.G. face nail p 9 34 25/32 structural cellulosic fiberboard 9 9 � 3 6 9 intersectio wall corners 3" x 0.131" nails long sheathinghead diameter, or 11/2" Ion 16 a. staple with -06" or 1" crown 9 3. For closed valleys (valley covered with shingles), valley lining of one ply of smooth ARCHITECTURAL (at braced wall panels) I6d common (31/2" x 0.162") 16" o.c. face nail FLOOR roll roofing complying with A5TM D 224. Type 11 or Type III and at least 36 Inches (914 4-Sd box (21/2" x 0.1159;or 35 1/2" sim 5heathin d 11/2" galvanized roofing nail;sta le STUDIO Built-u header (2" to 2" header I6d box 31 2 x 0.135' ;or 12" O.G. face Hall I" x 8" and wider sheathi to each bearing „ � Toe Hall gyp 9 galvanized, 9 � p � � mm) wide or valley lining a5 described In Items I and 2 above Shall be permitted. P 21 9 3-8d common (21/2 x 0.1319;or 9 10 with �'•spacer) 3 x 0.131 nailsilh" ton � T Specialty underlayment complying with ASTMD 1970 may be used In lieu of the lining 1029 SIPP AVENUE p I6d common 01/2" x 0.162") " 3-10d box (3 x 0.12b");or g; 11/4 screws, Type W or 5 I6 O.G. face Hall 3-3" x 0.131" Halls " material. 36 5/5 gypsum sheathingd 13/4 galvanized roofing nail;staple T„ �„ TABLE RRg05.2.82 MEDFORD, N.Y 11763 continuous header to stud 5-Sd box (21/2" x 0.1139;or 8d box 2V2" x 0.113" 4" Toe nail galvanized, 15/5" long; 15/8" screws, PHONE: (631) 730-1262 Rim joist,band Joist or blocking to sill or top 8d common (21/2" x 0.131");or W Toe nail Type W or 5 VALLEY LINING MATERIAL FAX: (631) 730-5476 I I 4-8d common (x 0.1 x 0.131");or Toe, Hall 22 plate (roof applications also) IOd box (3" x 0.128");or acin of fasterers on floor sheathingpanel edges applies to panel edges supported framingmembers and required 4-IOd box (3" x 0.128") 3" x 0.131" Halls b blocking and at floor perimeters only. g pp g pp � q• MINIMUM 9 p y• E-MAIL: rosebery@optonline.net Nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing Spacing of fasteners not included In this table shall be based on Table R602.3(2). '711 THICKNESS WEIGHT WEBSITE: connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of O.la2 inch (20d Spacing of fosterers on roof sheathing panel edges applies to panel edges supported by framing members and required MATERIAL inches blocking. Blocking of roof or floor sheathing panel ed es pe endicular to the framin members need not be rovided exce t (Inches) GAGE (pounds)common nail), 90 ksi for shank diameters larger than 0.142 Inch but not larger than 0.ITT Inch, and 100 ksl for shank For roof structural sheathing attached to gable end roof framing and to Intermediate supports within 48 Inches of roof 9 9 9 P 9 P p 9 p p www.roseberyarchitect.com diameters of 0.142 Inch or less. edges and ridges, nails shall be spaced at 6 Inches on center where the ultimate design wind speed Is less than 130 mph as required by other provisions of this code. Floor perimeter shall be supported by framing members or solid blocking. Staples are 16 gage wire and have a minimum -7/lb-inch on diameter crown width. and shall be spaced 4 Inches on center where the ultimate design wind speed is 130 mph or greater but less than 140 mph. Copper -- -- I Project Name and Address Nails shall be spaced at not more than 6 Inches on center at all supports where spans are 48 inches or greater. Where a rafter is fastened to an adjacent parallel telling joist In accordance with this schedule, provide two toe nails on one Aluminum 0.024 -- -- Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically Gypsum sheathing shall conform to A5TM G 13cf6 and shall be Installed In accordance with 5A 253. Fiberboard sheathing side of the rafter and toe nails from the telling joist to top plate in accordance with this schedule. The toe nail on the ZENK RESIDENCE shall conform to A5TM G 208. opposite side of the rafter shall not be required. Stainless steel -- 28 -- R5R5-01 Is a Roof Sheathing Ring Shank nal meeting the specifications In A5TM F1637. NEW RESIDENCE OUTLINE SPECIFICATIONS FOR PROJECT Galvanized 26 (zinc CARPENTRY: a. Drywall steel 0.0179 coated G90) BIDDING: I. As noted on tans with 3 coats of spackle. MECHANICAL - HEATING, VENTILATING � AIR CONDITIONING: -- a. Rough Framing - as per plans, notify architect of any Moisture resitant board @ in bathrooms kitchen a5 shown on ions. a. Contractor to provide expansion of existing system or as required by owner Zinc alloy 0.02 -- 280 CEDAR POINT DRIVE, a. The drawings and specifications represent the scope of deviations prior to proceeding. p b. Contractor provide new zone as required construction. the project. The drawings include all drawings and site plan b. Ceramic Tile p q Lead -- -- 2-1/2 SOUTHOLD, NY b. Finish Carpeting, Trim and Door, Stairs and Handralls, c. The contractor to guarantee all systems for a period of one year. as indicated on cover page. I. Contractor to submit sample for owner's approval. to be stain grade, colonial type. Contractor to give sample p pp Painted terne -- -- 20 b. Provided allowance for an Items that are not called out to owner prior to install ELI=GTRIGAI: TOWN OF SOUTHOLD y P b. Painting: (Benjamin Moore or equal) For 51: I Inch = 25.4 mm, for In the drawings and specifications that appear to be THERMAL 4 M015TLRE PROTEGTION I. Exterior - as re uired a. New 200 amp Service Is to be installed replacing existing system, if required. q I pound = 0.454 SCTM. NO. 1000-90-2-14.1 necessary to the Intended scope of this project. Specify a. Insulation and roofing as noted on plans. 2. Interior - Walls - one coat primer 4 two finish coats b. All electrical systems In accordance with NEC and the locations the p k9• items separately in proposal. 9 p Gelling - two coats telling paint drawings. Project Sheet SITE WORK: b. Flashing as required to be aluminum, provide alternate Trim t Doors - prime/2 coats paint or stain as directed. c. Exterior lighting 15 not to exceed 100 watts. 88905.2.8.3 Crickets and saddles. A cricket or saddle shall be Installed on the ridge side of 2018-45 price for copper. an chimneygreater than 30 inches (`762 mm) wide. Grlcket or saddle coverings shall be a. As per site plan (after rough grading, final grade with SPECIALTY ITEMS: ALLOWANCES: (As required by the scope of work) sheet metl r of the came material as the roof covering. Date clean to 5oll to a minimum b" depth). c. butters and leader to be white aluminum with ogee profile ��O . p p a. Provide mirrors, medicine cabinets in bathrooms. Closets are to a. Cabinetry and Countertops ($250 per linear ft) DECEMBER 2018 and leaf guard gutter systems and 6 leaders tied Into storm RR9o5.2.8.4 5ldewall flashin Flashing against a vertical 5ldewall shall be the Ste flashin 1 b. Landscaping (allowance or by owner). pools. have Installed one shelf with accompanying rod. Selected linen b. Flooring and Carpet ($30 per Square yard) 9• 9 9 � p- 9 closets are to have a minimum of 4 shelves. c. Laminate flooringmethod. Seale c. Drainage, Sanitary systems and paving 1n accordance with d. Caulking: EQUIPMENT: ($8 per square ftJ AS NOTED specifications Indicated on the 51te plan on sheet A-0 I. Thiokol or approved equal on wood and between glass c. Ceramic Tile ($6 per square ft) RR905.2.8.5 Other flashing. Flashing against a vertical front wall, as well as loll stack, vent and wood. a. Contractor shall provide all labor and material to install pipe and chimney flashing, shall be applied according to asphalt shingle manufacturer's printed CONGRETE' 2. Butyl rubber between wood and masonry. Items Shown, noted or specified on the drawings. COLORS: instructions. Drawing b. No concrete to be poured in freezing conditions or on 3. Interior - white latex, mildew t mold resistant in tub ff tile, caulk. MECHANICAL - PLOMBIN& a. Roofing Material Gertalnteed or equal/submit sample to owner CODE INFO. frozen ground. a. Provide all rough and finish plumbing as required for a b. Siding Material match exist. or submit sample to owner MASONRY: EXTERIOR DOORS AND WINDOWS: complete fob as indicated on the drawings. c. Trim Material submit sample to owner a. As per plans. a. Doors raised panel colonial type on Interior and as indicated on plans. b. Provide new exterior water spigots with frost prevention valve c. Main Entry Door Style In accordance with style on elevations NAILING S C H E D. b. Windows in accordance with window schedule devices, as required for work. See foundation plan for locations. TYP. WALL FRAME-REFER SIDING AS PER OWNER TO 5EGTION/DETAILS INSTALGONTINL RIDGE VENT- LOW PROFILE I" RIGID INSULATION BOARD (R-3) NEW pOPWL TYP.FOR INSTALL AS PER MANUF. SPEGIFIGATIONS RAFTER STRAPS- 51MP50N G5-20. 1 1/4" "TYVEK" HOUSE WRAP OR EQUAL 1 1/4° TYPE AND 51ZE STRAP EVERY RAFTER- NAILED WITH IOD 1/2" EXT. GRADE PLYWOOD BOX NAILS EACH 51DE " N " P. IX3 MIN. PRE-PRIMED I I/4„ 2 X4 WOOD 5TUD5 ® I6 O.G. TRIM AROUND EXTERIOR FILTER3/4" T6 PLYWOOD SUBFLOOR OF WINDOW TYP. \ TYP. R111", SECOND RIDGE/STRUCTURAL RIDGE (REFER TO PLANS) 2"X4" BASE PLATEFLOOR 2 I/2" NO. 6 WD SCREWS2X4 FASTENED TO OUTSIDE DET ROOF RAFTERS( PL REFER TO ANS) — WALL 5TRAP5- 51MP50N 65-20, 1114" STRAP TYP. AT 16" O.G. MAX. 3" OF SHUTTER AT MID SPAN 1 -- EVERY OTHER STUD- NAILED WITH IOD BOX FROM 1 END T*r'• d FASTENED TO SHUTTER WITH ROOF 5HIN6LE5 AS PER OER5 5PEGIFIGATION5 OVER - NAILS IN ACCORDANCE WITH TABLE 33 B WFGM i' 3"#8 SCREWS TOP d BOTTOM 15 #FELT PAPER OVER I/2"COX PLYWOOD 5HEATHIN6 (SEE STRAP SCHEDULE) 4 12d NAILS 0 6" O.G. THROUSHOUT GENERAL NOTES OK NAILED IN ACCORDANCE WITH 5PECIFICATION5 ON SHEET A-0.I FLOOR/ CEILING JOISTS A5 PER FLOOR PLANS t 2" RIGID INSULATION AT THERMAL BREAK i THIS DRAWING, PREPARED FOR THE DET 2X RIM JOISTS 2 �,0 /2"J �1/2" ,4j (2) 2"X4" CONTINUOUS TOP PLATES 1/2" PRECUT STRUCTURAL � i INSTRUMENT OF SERVICE,AND THE N R PLYWOOD WINDOW PANEL i WITH AN APA SPAN RATING o i PROPERTY OF ROSEBERY ARCHITECTURAL ATTIC SPACE EXTERIOR _ \ OF `10/20 TYP. FOR ALL + � STUDIOT CT p LLC.AND JOHN D. ROSEBERY ARCHI• � CUT BACK PLYWOOD SHEATHING — 51DINO AS PER OWNER \ i WINDOWS WITH A MAX i 1l 1/2" MIN. TO ALLOW FOR AIR FLOW WIDTH OF 3'-0" i J INFRINGEMENT OR ANY USE OF THIS FIRST I" RIGID INSULATION BOARD (R-3) j' ` ' PROJECT IS PROHIBITED. ANY ALTERATION, FLOOR "TYVEK" HOUSE WRAP OR EQUAL OR REPRODUCTION OF THIS DOCUMENT IS NOTE: ROOF VENT SHALL BE "RIDGE FILTER SHINGLE VENT" A5 1/2" EXT. GRADE PLYWOOD \ ALSO PROHIBITED WITHOUT THE WRITTEN MANUFACTURED BY 'AIR VENT ING.' (A CERTAINTEED COJ - OR CONSENT OF THE ARCHITECT. APPROVED EQUAL. INSTALL IN ACCORDANCE WITH MANUFACTURES R-15 "OWENS CORNING" GLAZING PROTECTION DETAIL 5PEGIFIGATION5. COLOR TO MATGH NEW ROOF SHINGLES. INSULATION OR EQUAL 1 1 SHUTTER SPANS GREATER AS PER SECTION R3012.12 OF THE THAN 3'-0" DET NY5 RESIDENTIAL GORE 3 CONSULTANTS: 1 RIDGE VENT DETAIL 3 INTERMEDIATE FLOOR DETAIL NAILINS 2"X6'HAN6ER LU26 HEADER JOIST 20X6'HANGER LU26 610d 4 IOd- 11/2' (2)2'X6'HANGER LU526-2 4 Ib d 4 10d- I I/2' E XMInIMum of EXTERIOR 0 2"X8'HANSER LU26 6 10 d 4 IOd- 11120 seven bolt (2)2'X8"HANSER LU528-2 4 I6 d 4 IOd- 1 1/2' diameters to ROOF 5HIN6LE5 A5 PER OWNERS SPECIFICATIONS SIDING AS PER OWNER Threaded —� achieve table OVER 15 # FELT PAPER OVER 1/2" GDX PLYWOOD 2 XIO HANSER La1210 8 10 d 6 10 d- 11/20 RodStuds loads. This 1/2" " MIRAFL.EX) RIGID INSULATION BOARD (R-3) (2)2'X10"HANCAR LU5210-2 8-16 d 6 10 d- 11/2, distance Is SHEATHING NAILED IN ACCORDANCE WITH r,- , designed Into ON SHEET A-O.I "TYVEK" HOUSE WRAP OR EQUAL �:, ( X12 HAHANSNSER HU5210 10-10 d 6 10 d- 1 1/2 holdown. PROVIDE ICE SHIELD TO 24" INSIDE EXTERIOR FIRST I/2" EXT. GRADE PLYWOOD (2)2'X12'HANGER F#15210-2 10-16 d 6 10 d - I I/2' Floor Jols Distance may be Increased without IN ACCORDANCE WITH 5EGTION 405.2.7.1 (NY5 FLOOR 3/4" TSG PLYWOOD SUBFLOOR JOIST HANGER affecting DET toad capacity, 4 GODE) J015T OR NOTE: FOR ALL OTHER JOIST Install provided the 2"X__ R.R. ® I6" O.G. TJI FLOOR ® 16" O.G. REFER TO FLOOR RAFTER HA ERS R�TO THE Washers anchor nut Is PLANS FOR SIZE. SEE SHEET A-0.3 SIMPSON CATALo6 DIRECTLY. not over-torqued, REFER TO FLOOR PLANS FOR 51ZE PROVIDE R RIGID INSULATION 0 APPROVED EQ.MAY BE SUBSTTTWED which could split 1 the stud. RAFTER VENT5 AS REQUIRED __ R161D BREAK TO THE INTERIOR OF FACE MOUNT JOIST HANGER RIM JOISTS 5 Simpson Strong-Tle ... 1/2" EXT. GRADE PLYWOODALL JOIST OR RAFTERS INTERSEGTIN6 HDSA + WITH 15# FELT PAPER (TYP) WALL STRAPS- 05-20, 11/4" STRAP W/A BEAM OR 61RDER SHALL USE AN . ATTIC SPACE A5 REQUIRED BETWEEN SILL PLATE APPROVED SIMPSON JOIST HANGER TYP. CORNER HOLDOWN , et �✓;, AND TOP OF FOUNDATION WALL BATT INSULATION IN BET�IEEN G.J. -SEE 5EGTION5 FLOOR-TO-CEILIN6 TIE DOWN FOR SIMPSON STM14RJ c (REFER TO DETAIL 8 THI5 SHEET) METAL HOLD- CONTINUOUS LOAD PAT14 F• i GONT. ALUM. GUTTERS W/ 1/8n PITCH : .. DET 2"X6" AGO SILL PLATES ON TERMITE DOWN STRAP FOOT PER .- (MIN) PITCH TO DOWN SPOUTS 4CONTRACTORa SHIELD OVER 51LL SEAL-5EE SECTIONS 38-16d SINKER PROVIDE 50LID BLOCKING TO LOCATE a NAILS AS PER / BETWEEN RAFTERS IN AREAS SIMPSON HURRIGANE/SEISMIG STRAPS SIMP50N SSTB ANCHOR BOLT 5/8" DIAMETER SIMPSON (3)2"X4'WD STUD - 1 OF BRACED WALL PANELS SEE STRAP SCHEDULE i „ " 1,1ar�ROOF 7 MIN EMBEDMENT,SEE FOUNDATION PLAN a GOR1E �P, � rP � — — — (2) 2"X4" TOP PLATE IX - ERE-PRIMED FASCIA LOWER U5E 3X3 WASHERS MIN. •• �'- R�4FT'13�5-TRUSSES AS PER BOARD-WRAP W/ALUM. LEVEL a #5 VERTICAL REBAR® 48" O.G. ;' p RTI N ILED 2'X4"SILL �___" (1REF13R TO PLANS) USE 'F' CHANNEL ® WALL PL N55 TYP. THROUGHOUT 2" PERIMETER RI61D INSULATION °• PLATE Architect registration expires 9-30-23. FOR SOFFIT VENT (TYP) ;. (2)20X4'TOP RAISE HOUSE ELEV.SOUTHOLD 1/23 R-15 "OWEN5 CORNING" DONT. VINYL SOFFIT ;• PLATES 16 BUILDING DEPT.COMMENTS 10/22 VENT TYP.-WRAP ALUM. RIM JOIST TYP. OVER VINYL SOFFIT TYP. #5 VERTICAL REBAR ® 48' O.G. _PLATE 15 BUILDING PERMIT SUB. 5/22 ICE BARRIERS. IN AREAS WHERE THERE HAS BEEN A HISTORY INSULATION OR EQUAL a • OF ICE FORMING ALONG THE EAVES CAUSING A BACKUP OF NEOPRENE EXPANSION JOINT(TYPICAL) P PER EDN.DETAIL WATER AS DE516NATE V IN TABLE R301.20U,AN ICE BARRIER INTERIOR EXTERIOR 37• SHALL BE INSTALLED FOR ASPHALT SHIN6LE5,METAL ROOF 2"X4" GONTINUOU5 KEY M"' ' WETLANDS PERMIT SHIN6LE5,MINERAL- SURFACED ROLL ROOFING,SLATE AND SIDING AS PER OWNER 14 APPROVAL,SUBMISSION 3/22 5LATE-TYPE SHIN6LE5,WOOD 5HIN6L.E5 AND WOOD SHAKES. 2"X4" WOOD 5TUD5 0 16" O.G. 8"X 16 POURED CONCRETE FOOTING �� GONE-MIN. TO SCDHS FOR PERMIT THE ICE BARRIER 5HALLCONSIST OF NOT FEWER THAN TWO I" RIGID INSULATION BOARD (R-3) a REINF. W/ 2#5 REBAR ����. 12'LBJ6TH . LAYERS OF UNDERLAYMENT CEMENTED T06ETHER,OR A 1/2" GYPSUM WALLBOARD „ „ fiF'� 2X 501.ID BLOCKING BtTW�I 13 NYSDEC REVISIONS 1/22 TYVEK HOUSE WRAP OR EQUAL RAFTERS IN AREAS OF BRACED SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET SHALL BE ° a a NOTE: SEE HOLDDOWN SCHEDULE FOR 30'MIN. ! ,�� FOUNDATION �" WALL FRAt•C-5,SEE PLAN5 USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM I/2" EXT. GRADE PLYWOOD — — — REQUIREMENTS FOR ANCHOR UL REAR WALL TYP. THE LOWEST E26L-5 OF ALL ROOF SURFACES TO A POINT LIENI TH NOT LE-55 THAN 24 INCHES(bl0 MM) IN51DE THE EXTERIOR FOUNDATION STRAP INDICATED MAY 12 TRUSTEE REVISIONS 11/21 NOT BE REQUIRED 1/2 MIN. 511- S HT SEISMIC 11 TOWN OF SOUTHOLD 9/21 f WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE EQUAL TO AND HURRICANE TIE OR FROM GORIER EQ. HURRICANE COIL TIE O WETLANDS PERMIT APP. OR GREATER THAN 8 UNITS VERTICAL IN 12 UNITS 10 DEC REVISIONS 6/8/21 THE ICE BARRIER SHALL ALSO BE APPLIED NOT LE55 THAN 36 2 SOFFIT DETAIL 4 FLOOR TO FOUNDATION DETAIL INCHES(414 MM)MEASURED ALONG THE ROOF SLOPE FROM THE EAVE E06E OF THE BUILDING. SCALE 3/4" = 1'-0" SCALE 3/4" = V-0" MAY 28 COMMENTS 6 METAL HOLD-DOWN/ UPLIFT ANCHOR 9 WALL-ROOF HOLD DOWN DETAIL 9 MARCH DEC REVISIONS 21 LETTER 5/21 ANCHORS PLATE AND STUD FOR ROOF RAFTER•TIE DOWN TO ANC1•IOR DEC REVISIONS TO CONCRETEETE.,LAB ROOF RAFTER TO WALL STUD 8 HEALTH DEPT. SUB. 10-2020 7 RELOCATE HOUSE 2-2020 2 X4 WOOD STUDS a 160 TYPICAL WALL FRAMING DETAILS SCALE: AS NOTED OL. " IN A ROW TO PROVIDE THE 6 HEALTH DEPT REV. 11/19 CODE-REQUIRED MINIMUM 2"X4'SILL CENTER-TO-CENTER 5PACINS � PLATE 1816TH FOR NAILS. 5 CONSTRUCTION DOCS 9/19 L MAX. D FROM z 3/4'T4&PLYWOOD No. Revision/Issue Date L/3 L/3 SUPPORT _ SIIBFLOOR 22—11 ,JOIST ROSEBERY J__J 6520 L5 COILED BY 51 1 ARCHITECTURAL 20 COIL TRA PSON . EVES OTHER STUD STUDIO D/6 MAX. D/3 MAX. � NAILED W/IOD BOX 11 NAILS IN ACGORDANGE 1029 SIPP AVENUE D/6 MAX NOTCHES NOT i �� IN T^ffi.E 22A Mr-CM N.Y 11763 -1" PROVIDE MINIMUM ' EDGE NAILING OF SHEATHING AT GABLE END PERMITTED 4L8 END DISTANCE. PHONE: (631) 730-1262 PRE-ASSEMBLED 2X4 TO BE 3" O.G. FIELD FLOOR JOIST-CENTER CUTS RAFTER/CEILING JOIST FAX: (631) 730-5476 FLYING GABLE TYP. NAILING AT 6" O.G. MIN. (2)2"X6"AC.Q BASE EQUAL NUMBER OF E-MAIL: rosebery@optonline.net PLATES SPECIFIED IX6 PRE-PRIMED FASCIA 1/2" EXT. GRD. PLYWOOD 0/4 MAX. GOWAZTE OR CMU EACH°rD'NAILS WEBSITE: WITH 15# FELT PAPER (TYP) D/3 MAXFouNDATION P1ALL www.roseberyarchltect.com BOARD-WRAP W/ ALUM. O(ACTUAL DEPTH) TYP. THROUGHOUT 11 SOLID BLOCKING AT END MMProject Name and Address RAFTERS FOR 2 RAFTER SILL PLATE ANCHORS ��� FLOOR TIE ANCHOR ZENK RESIDENCE BAYS ANCHORS SILL PLATE AND STUD PROVIDES FLOOR-TO-FLOOR TENSION DONT. VENTED SOFFIT TO CONCRETE OR CMU FOUNDATION GONNEGTIONt REFER TO 51MP50N NEW RESIDENCE 2 X__ R.R. 6 I6 O.G. REFER TO FLOOR PLANS FOR 51 WALL. FOR NAILING REQUIREMENTS 2'MIN.FROM TOP PIPE OR CONDUIT VARIES DUE TO ASPECT 0/4 MAX. AND BOTTOM OF J015T RATIO OF PLAN(I.JW) " ANCHIORSEE FOUNDATION PLAN USE 'J' CHANNEL ® WALL COLLAR TIE5 ® 16" O.G. CUTTING, NOTCHING, AND BOLT WITH 31)3'X FOR SPACINS 280 CEDAR POINT DRIVE, FOR SOFFIT VENT (TYP) FLOOR JOIST-END CUTS DRILLING DETAILS 1/4wAsFER UPLIFT SOUTHOLD, NY D = DEPTH OF JOIST OR RAFTER L = LENGTH OF J015T OR RAFTER2PLATE BAR TOWN OF SOUTHOLD 2X4 WD 511,105 0 161, BORED HOLE MAX. 40% OF STUD SIDING AS PER OWNER DEPTH -I I/4" INA a •SCTM. NO. 1000-90-2-14.1 2X4 STUD (5/8" MIN. Q •.a IF BORED HOLE 15 o TO E06E) 4 Project sheet BETWEEN 40 4 60% OF STUD DEPTH NOTCH MUST NOT -A+ R BOLT a POURED CONCRETE 2018-45 THEN STUD 15 EXCEED 25% OF TO BE 6N-12N a FOUNDATION N,PLAN� � Date DOUBLED t NO STUD DEPTH --I/8" IN FROM END OF _O MORE THAN 2 2X4 STUD PLATES a a DECEMBER 2018 . 2 STT1D5 AND 50 NOTE: BORED HOLE CANNOT CONCRETE BASEMENT OR BORED BE THE SAME GRO55 SECTION HOLD DOWN TO BE STEMWALL FOUNDATION scale OF CUT OR NOTCH IN STUD. PROVIDED AT ALL 1 1 AS NOTED FRAME WALL GORNER5 SEE SE=FOUNDATION PLAN FOR DETAILS, ASPECT RATIO OF PIAN AND Drawing FOUNDATION PLAN SPACING OF ANCHOR BOLTS CONNECTION FLYING GABLE DETAIL SCALE. 3/4" - 1 -0 CUTTING , NOTCHING , DRILLING DETAILS N.T.S. TYPICAL STRAPPING AND HANGER DETAILS N.T.s. DETAILS INTERMEDIATE BEARING TJIO/Pro"'100TS JOISTS ALLOWABLE HOLES Ti I®J o i s is JOIST DETAILS Load bearing or Shear wall above NO LOAD BEARING WALL ABOVE 9Y2'and 11%" see table (must stack over wall below) 1Y4" Web stiffeners respired t- I sw t&1e ' each side at B3W Load from above 1%" TimberStrandOLSL For information on lateral Blaking panels flange Blocking load capacities, refer to Blocking panel may be re Xred with pane( current Trus Joist rim 2x4 minimum shear walls above or nus®web,ance O " typical Maintain adequate board literature, below-see detail BI \.---.� X6 q scpash blocks r \ distance from bearings For st side le hold, / TJI®/ProTM 120TS JOISTS ��� pl mintmun D2 �mexuorarlent of t"�` GENERAL NOTES BI $iW II 9Y2",1178"and 14" In web (0190 epplles X•� 1 ,. to V holes) Do not cut holes Web stiffeners 2x4 mNm �-( larger than 1!12"in THIS DRAWING, PREPARED FOR THE s ash blocks cantilever SPECIFIC PROJECT INDICATED, IS AN TJI® rim joist Trus Joist regpired each side 1y flange rStrand®LSL Minimum Distance from Inside Face of Any Support to Nearest Edge of Hole INSTRUMENT OF SERVICE, AND THE rim board at BIW and B2W Use 2x4 minimum scpash blocks For other load conditions or hole configurations not included in this chart,refer to TJ-Beam@software or Cut holes with care and PROPERTY OF ROSEBERY ARCHITECTURAL AI O Must have 1% minimum joist O Must have 1314"minimum joist B2 $2W 83 B3W CS to transfer load from above to contact your Trus joist representative. in the joist web only STUDIO AND JOHN D. ROSEBERY bearing at ends bearing at ends O bearinglate below JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE ARCHITECT PLLC. p DEPTH TJIal Attcch reinforcement to r• 3•• 4" 5'• 6Y4" r• 8%" 9" 10 4" 12" 2" 3" a•' 16--0" 6Y4" 7 8� 9" 10Y4" 12•' 0-0" length of TJI® Nail Trus Joist rim joist to and bottom TJI,1ProTM 130 JOISTS Pro-loo 1'-6" 2'-0" 2'-6" 3'-6" 5'-6" 1'-6" 7-6" 3'-6" s'-0" INFRINGEMENT OR ANY USE OF THIS 4'-0" length of board to blocking with f p " 9Y",11'/",1a"and 16" 9Y„ Pro-120TS 2'-0" 2'-6" 3'-6" 4'�" 6'-6" PROJECT IS PROHIBITED. ANY ALTERATION, Web stiffeners - g joist reinforcement flanges with one Sd (2Y ) 2'-0" 3'-0" a'-o" s's" re ired each S" diameter maximum hole for %" reinforcement 8" diameter maximum hole for and filler block, Use S" diareter maximum hole for connections ecpivalent com•non nail at each Nail through 2x_, wood backer and 2V116' Pro-130 T-0" 2'-6'• 3'-6•' 4'-6" T-0" z'-o" T-0" 4'-0" T-0" OR REPRODUCTION OF THIS DOCUMENT IS on one side at E2 •I ' _ IIn 1 " n _ nnto decking schedule sorter TJI® joist web with 2 rows 10d Pro-150 2'-0° 3'-0'• 3'-6" 5'-0" T- 2'-0° T-0" 4'-0" s'-6" ALSO PROHIBITED WITHOUT THE WRITTEN side at EIW II%" - 20" joistsl� 6" diameter r II/ I6 joists; 6 diameter 4-0 length with 9� 11/ I6 joists; 6 diameter Attach reinforcement to " " 14" TimberStrand®LSL Pro-250 2'-0• 3'-s" a's• 5'6' T-0" r-o" 3'6" a's° 7'-0° maximum for � ,joists or for both sides at E3 maximum for �" joists or for and II%" TJI® joists. maximum for 111 joists or for joist top and bottom flanges Blocking (3 ) common Halls at 6 orMicrollam®LVL Pro-350 r-6" T-6" 5'-0" s's" T-o" 1'-s" 3'-6" s-0" 6'-6" T-0" CONSENT OF THE ARCHITECT. blocking panels less than 1211 blocking is less than 12" blocking Is less than 12" with one Sd 2Y" common Blocking panel between each g on-center, clinched. clinched. Use flange Pro-100TS r-a' r-6" '- • • '- • '-s• 6'-0" r-6• 2' 3'-0" 4'-0• 6'-6" T-o" 8'-s" g pane g i ( 2 ) 01st, Nail to top plate with panel I6d (3�") nails with g rPro-120TS ,•-0" 2'-0" 2'-6" 3'-6" 4'-6" 5'-0•' 8'-0" 1'-6" 2'-6" 3'-6" 5'-0" T-6" 8'-0" 9'-0" long. Do not cut flanges. long, Do not cut flanges, long. Do not cut flanges. nail at each corner connections egyivalent to d m 17�" Pro-130 1'-6" 2'-0" 2'-6" 3'•6" 4'-0" 5'-0" 8'-0" 2'-0" T-0" 3'-6" 5'-0" 7'-6" 8'-0" 9'-6" TJI /Pro 550 joists. Pro-150 1'-0" 1'-0" 2'-0" T-0" 4'-0" 5'-6" 8'-0" T-0" 2'-0" 3'-6" 5'-0" 7'-6" 8'-0" 9'-0" deckingschedule. Pro-25 1'-0" 1'-6'• 2'-6" 4'-0" 5'-6" 6'-6" 9'-0" T-0" 2'-0" 4'-0" 5'-6" B'-0" 8'-6" 9'-6'• Attach reinforcement to Attach TJI® joist 12" length of Y4" Pro-350 ,'-s" r-s° s's° Ts• 9's° . 6" 3'-0" 4'-6" 6'-0" 8'-6" 9'-0• 9'-6° CONSULTANTS: joist top and bottom reinforcement to joist reinforcement on length of Y4" TJIO/ProTM 150 JOISTS Pro-550 1'-6" 2'-6" 4'-0" 5'-0" T-0" 8'-0" 10'-6" 3'6" 5'-0" s'-o" 7's" s's" 9'-6" 10'-6" 1211 1 LIT R flanges with 8d 2Y") one side at E5 reinforcement on �, o-120TS r-o° ,'-o" r-o" r-o" 3'-0° 3'-6" 5'-0" 5'-6" e's" r-o° z'-o• 3'-0" 4'-0" 6'-0" T-6" 9'-6. 10'-o" 1r-s" 9e ( 2 web with 3 rows 10d r 9Y2'and 11%" 14.. Pro-130 T-0" 1'-0" ,'-6" 2'-0" T-0" 3'•6" 5'-0" 5'-0" 8'-6" 1'_0" 2'-0" 3'-0" 4'-0" 6'-0" T-6" 10'-0" 10'_0" 11'_6" Trus Joist rim common nails at 6 on- (311) common nails at 6" both sides at E6 one side at t + 1y,. Pro-250 1'-0" 1'-0" ,'-o" ,'-o" 3'-0" a'-o" 6'-6" T-o" 10'-0" 1'-0" ,'-o" z'-o" a'�" 7'-0" s's" ,o'-s" ,o'-s" 12'-0" board closure center. When reinforcing on- center, clinched. Use both sides at ES Wood �,p ,{� \ Pro-3511 ,'-o" ,'-o" ,'-o" z'-6" 4'.0" 5'-0" T-s" 8'-0" 11'-0" 1'-0" 1'-0" T-0" 54" 7'-6" 9'-0" 10'-6'• ,1'-0" 12'-0" both sides stagger nails 11 V` 1 1Y" Icrollam®LVL Pro-550 l'-0" 1'-0" 2'-0" 3'-6" 5'f" 6'-0" 8'-6" 9'-0" 12'-0" 2'-0" 4'-0" 5'-6" T-0" 9'-0" 10'-0" 12'-0" 12'-0" 13'-0'• � t0 QVOId 5rllttl�n� x,U� 2�roows with N2 and backer e5 �m eye5�\� flange Pro-130 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" 3'-6" 4'-0" 5'-6" T-0" 1'-0" 1'-0" 2'-6" 3'-6" 5'-0" 6'-0" 10.6 10'_6" 12'_0" 13'_0" Face grain �I�tt` splitting. \��t� 1118 TJI joists. 5" Maximum 5" mtwimum tett` e� �Q` 16 Pro-250 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-8" a'-0" 7'-0" 9's" 1'-o" 1'-0" 1'-0" 2'-0" 5'-0" 7'-0" „'-o" 11'-0" 12'_0" 13'-6" C horizontal -7 �� ��eJ Pro-350 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'6" 5'-0" 5'-6" 8'-6" 10'_6" 1'-0" 1'-0" 1'-0" 3'-6" 6'-0" 7'-6" 11.6" 11'_6" 12'_6" 13'-6„ El EIW O E3 E4 E5 E� E/ E8 Fi �A�h l F Pro-550 1'-0" 1'-0" 1'-0" 1'-6" 3'-6" 4'-6" 7'-0" T-0" 10'_0" 12,_0" 1'-0" 2'-6" 4'-6" 6'-0" 8'-6" 9'6" 13'_0" 13'_0" 14'_0" I � Not for use with TJI®/ProTM 550 joist O O O 2" a" 6" 8" 10• 12" 144•' 16Y," 2' 4" 6" 81' 10•' 12" 144" 164" TJI®IPro-250 JOISTS 18•• Pro-350 1'-0" 1'-0" 1'-0" 1'-0" 4'-0" 7'-6" 13'_0" 1'-0" 1'-0" 3'_0" 8'-0" 13,4" 15'_0" 17'_6" Pro-550 1'-0" 1'-0" 1'-0" 3'-6" 6-6" 10'-0" 15'_0" 1'-0" 2'_0" 6'-6" 10'_6" WEB STIFFENER ATTACHMENT 9Y",11%",14"and 16•' Pro-350 r-0" r-o" r-o• r-0" 2'-6" 6'-0" 10'-6" 14'-6" r-o° r-o" v_w s'-o° . 20" Filler block: Nall with ten W- 1 4.. -550 r-o" 1'-0"= r-0" 3'-6" T-o" 1r-o" 16'-0" r-o" r-o• a'-o" s'-o" ,a'-o' ,7'-0" ,e'-s" 1s'-s" 10d (311) box nails, EXTERIOR DECK ATTACHMENT Y1' minimum • Leave Y6'web at top and bottom of hole. DO NOT cut joist flanges. clinched. Use ten I6d Apply subf/oor Option #1: " 1Y" MicrollamO LVL " Structural exterior p Iii 2� maximum • Chart is based on uniform load tables in current design literature. (3y ) box nails from each adhesive to all TJI® Joist blocking with I/2 flange • For simple span(5 foot minimum)uniformly loaded joists not requiring commercial concentrated loads,one maximum size round hole may be Web stiffeners respired if sheathing 9 side witl?TJI'7'Pro 550 contact surfaces end blocks installed at Three 8d (2Y2") box nails, located at the center of the joist span provided no other holes occur in the joist. sides of hanger do not " joists. Use 15 nails with Backer block: Install Flush bearing plate 2 minimum joist spm clinched laterally I4D port at least 18" and 10" 1'"JI /Pro 550 tight to to required Maximum y" " � of TJI joist top g p flange a� a •,o �. " ( ( ALLOWABLE HOLES Beams and Headers joist , overhang permitted at •�� locations usi (Three I6d 3►2 ) box nails flange J (tight to bottom flange g Pe i� �` tufo 8d (2y� at TJI /P'0 550) TJI(R)/Prol 350 JOISTS 2x piameter of the largest hole (minimum) with face mount bear. 2 minimum box nails, 2 9Y2',11/",14",1s", f., hangers). Attach with �•.., Flashing typical Web stiffener each side. 1s'•and 20" y3 depth ��. To flat ten l0d (3") box nails, Option #2: See sizes below. 2%6' o p Allowed Hole Zane �tEL P longe hanger clinched when possible. Treated 2x_ ° t 2x_ strapping installed at r. 76.° 44 c� Ys joist span locations using Tight fit W WEB STIFFENER SIZE 1Y" Microllam®LVL ) 1�depth ° ° 1 ledger y" dicineter li II " 5 II flange ` Face mount Backer block l bolt Trus Joist Luo 2V2screws per joist lye Y2 x 2 minimum y Option #3: Ye span Allowed Hole Zane hanger (both sides of p n 5/811 " - �spm rim board directly applied ceiling Is/a x 2 minimum - web with singleCut only round holes and 1- <s»" 5 " " " onlyin the center of beam <''?'� TJI®joists When specified on the layout, 2 I x 254 minimum TJI®/ProTM 550 JOISTS ROUND HOLE CHART GENERAL NOTES Hanger height must be a Allowable load is 325 lbs r)'" one or more of the three bracing II 11%",10",1s" 1s and 20" BEAM DEPTH MAXIMUM RUUND0, NI g g N2 N3 �.A t� 2 PBI g W 3y 2x4 • Allowed hole zone is suitable for uniformly loaded beams only. "' minimum of 60%of joist depth diameter lag bolt options shown must be installed O 2 3 HOLE SIZE 3Yz" 4/a 1" No rectangular holes. 5Y2" 14" Architect registration expires 9-30-23. 1Y„r Microllam®LVL 7y4'to 20" 2" • No holes in cantilevers. BEAM and COLUMN DETAILS L flange See illustration for Allowed Hole Zone 16 RAISE HOUSE BUILDING DEPT..CCOMMMEETSV. 1/23 771,6"Performance ONTS 10/22 BEARING FOR DOOR BEAM TO BEAM Plus®web BEARING AT WALL OR WINDOW HEADER CONNECTION 15 BUILDING PERMIT SUB. 5/22 Trus Joist rim board Strap per code if top TJIa JOIST ATTACHMENT AT BEARING 14 WETLANDS PERMIT 3/22 or blocking for lateral plate is not continuous Trus.hist r'rn bard HANGER BACKER BLOCK SIZES APPROVAL,SUBMISSION support over header Blocking palet • TJ I@/ProTM 100TS,120TS, 150 and 250 joists:5/" TO SCDHS FOR PERMIT Typical ca I ti• S ste m Safety strut lines (IM • TJ IO/ProTM 130 and 350 joists: 1"net 13 NYSDEC REVISIONS 1/22 Yp Y minimum) at b o.c. El Fasten at each joist with • TJ I®/ProTM 550 joists:2x_ two 8d (?Y') nails minimum 12 TRUSTEE REVISIONS 11/21 /� / -.`•_ (see WARNING). Drive nails at an I " minimum end 3z' minimum TOWN TJI®JOIST FILLER SIZES Top flange angle at least lk' bearing for single-family intem'tedide • TJ I®/ProTM 150 joists:1Y"net 11 TOWN OF SOUTHOLD 9/21 hanger from end applications, 2Y4' for bearing, 54" may WETLANDS PERMIT APP. Face mount multi-family and light be respired for • TJ W/ProTM 100TS, 120TS and 250 joists:2x- DEC REVISIONS To bearing plate O Column hanger N2 corrrnercial applications maximum capacity 10 MAY 28 COMMENTS 6/8/21 - Al TJ I®/ProTM 130 and 350 joists:2x_+y"sheathing Ll L2 L3 See current Trus Joist O Rim bard joint TJ I@ joists at bearing:One 8d(2y")box nail each side DEC REVISIONS O O literature for framing connectors >2 between joists TJ W blocking panels or rim joist 10d(3")box nails at 6"on-center • TJ I®/ProTM 550 joists: Two 2x_ 9 5/21 O Shear transfer.Connections equivelent to decking nail schedule • 18"or 20"TJ I@/Pro-350 joists 2x12+JZMARCH 21 LETTER A3 Rim to TI I®lolst "sheathing DEC REVISIONS CONNECTION OF MULTIPLE 1Y4"width or less rim board or rim joist:Two 10d(3")box nails,one • 18"or 20"TJ I®/ProTM 550 joists: Two 2x12 8 HEALTH DEPT. SUB. 10-2020 PIECES OF TOP-LOADED BEAMS each at�30 and 350 rim to se BBEARING AT BEARING AT Two I6d(3Y")box nails,one each CONCRETE WALL COLUMN 1314•'Width Pieces: ;��,r at top and bottom flange 7 RELOCATE HOUSE 2-2020 %f%y TJ I®/P rol 550 rim joist-Toenail joist to rim joist with one 10d(3")box • Minimum of 2 rows I6d (3�") nails at 12" '� •; C, r �;;;��%,,,`%J'i nail,each i TJI®rim joist = ,. rr e c side of joist top flange 6 HEALTH DEPT REV. 11/19 • Minimum of 3 rows 16d (3V") nails at 1211 J ',•. %;`� 'j 2x4 squash blocks:Two 10d(3")box nails,one each side at top and Verify Pcrallam® PSL or O.C. for 14" and deeper beans / Trus Joist bottom flange / TimberStrand LSL column • Nailed connections respire an additional row of O ,' f BEAM ATT BEARING CONSTRUCTION DOCS 9/19 ,f rim bard ATTACHMENT AT 5 capacity and bear nails when nail size is smaller than specified f-�,% � r` �4' / bearing length. ° " � �'� �; � � i.,��� I Tros .hist rim boa•d above minimum 0.131 x 3.25 / .; L nod No. Revision/Issue ate / See current 1 „ FL (3) box nail 3/ Width Pieces: %%;�, /� >: y r' SII r, ' /,�,,. � /� � '' ��'%'- � of member at Trus Joist ��, ;', each side " �;,/i/�% /�r'�, ,�...� •r,,, � bearing, V� minimum • Minimum of 2 rows y bolts B2 r b ;.•.f is �'%i 4,, ROSEBERY from end r, literature. 2 ;;'«ti%�/ f,�.< ,,,. ,.�,�d;G.`,;;,�, ��/ f r •� at 24 o.c. staggered '.' �;�- �iir rr �� '-�'.. 83 , Drive rton angle ARCHITECTURAL TECTURAL• � `•�°4- � ' ! �% to minimize U�i mn'mun Additional nailing or bolting may be f`Ay 6 splitting"�9of plate bu+n9 STUDI L4 Protect wood from direct L5 L6 required with side-loaded multiple member O O O beams. Refer to current roductliterature. O �jj°% 4�, ' °1::;' �`$:`;;;$�/;�• 1029 SIPP AVENUEcontact with concrete Butting joists 2 at O with blocking MEDFORD N.Y 11763 ELEVATED intermediate bearings panels PHONE: (631) 730-1262 BEAM ON COLUMN BASE � - r %, '% COLUMN BASE F.nd of oasts �'•` with load bearing wall `� frf„ �' r COLUMN CAP at centerline , %/� from above ��� • �� j' .�; „ � ,• ; ,//,�''',_� FAX: (631) 730-5476 p � PPS ;� / %sr i,`ri..,:;;,,r l�' ,{,;' - o tionat fr f,%� % .. Braced end wan E-MAIL: rosebery@optonline.net non-shrink F`,r' i% '/ ;'>, see note 3 under grout %;��' `- � WARNING WEBSITE: www.roseberyarchitect.com Project Name and Address • ` O DO NOT bevel cut joist DO NOT use sawn Beam seat cuts must ZENK RESIDENCE • beyond inside face of lumber for rim board or be within wall O wall blocking.Sawn lumber O ` / may shrink after NEW RESIDENCE Pl O P3 L4 -•% ; O — installation. O A o Deck Ledger • , ° Attachment FASTENING OF SHEATHING INSTALLATION TIPS ;; . o O ° stheathngl 280 CEDAR POINT DRIVE, Guidelines For Closest On-Center S acin WARNING er Row • Subfloor adhesive will improve floor performance,but ° SOUTHOLD, NY TJI®/Pro^ Trus Joist rim board TimberStrand® may not be required. ° Joists are unstable until braced laterally Nail Size 100TS 120TS 350 Microllam� LSL Parauamo TOWN OF SOUTHOLD 150,250 130 550 LVL 1" IX" %"or wider PSL • When joists are doubled at non-load bearing ° Bracing Includes: ) g parallel Protect wood partitions,space joists apart the width of the wall for ° See ALLOWABLE HOLM • Blocking • Sheathing P P j P from direct Hangers • Rim Board SCTM. NO. 1000-90-2-14.1 8d(2Y2')common 3Y" 2" 2" 3" 6" 4" 3" 3" plumbing or HVAC. contact With ° DO NOT allow workers • Strut Lines • Rim Joist DO NOT stack building rete N3 to walk on joists until materials on unsheathed Project Sheet 10d(3")common 4y" 3" 3" 4" 6" 4" 4" 4" • Additional joist at plumbing drop(see detail). braced. joists.16d(3y)common N.A. N.A(�) 4" 8" 6"(2) 6"(3) 6" 6" • WARNING NOTES: 201$-45 (1)Can be reduced to 4"on-center with maximum nail penetration of oY8"into the narrow edge). " (2)Can be reduced to 5"on-center with maximum nail penetration of(1 Y�"into the narrcw edge). Lack of proper bracing during construction can result in serious accidents. Under (3)Can be reduced to 3"on-center with maximum nail penetration of(14"into the narrcw edge). „•� �► Additional Shift joist r normal conditions if the following guidelines are observed,accidents will be avoided. Date • Recommended nailing Is 12"on-center in field and 6"on-center aloe sheathingjoist 1. Install all blocking,hangers,rim boards and Hmjoists at TJ IOjoistend supports.�� DECEMBER 2018 A-03 edge.Nailing requirements on engineered drawings supersede recommendations. Bearing plate to be ® TM flush with inside face of A Weyerhaeuser Business Scale • Nailing rows must be offset at least)z"and staggered. wall or bean 2. Establish a permanent deck(sheathing),nailed to the first 4 feet of joists at the end of the bay or braced end wall. • Squash blocks and blocking panels carry stacked vertical AS NOTED • 14 ga.staples may be substituted for 8d(2Y2")nails if minimum penetraticn of 1" loads(details Bland B2).Packing out the web of a Tj I® 3. Safety strut lines of 1x4(minimum)must be nailed to a braced end wall or sheathed area. into the TJ I®joist or rim board is achieved. joist(with web stiffeners)is not a substitute for squash 4. Sheathingmust be properly nailed to each T I® oast before additional loads can be laced on the system. Drawing blocks or blocking panels. P P Y 1 1 P Y Farthest On-Center Spacing per Row 5. Ends of cantilevers require strut lines on both the top and bottom flanges. TJI D E TA I L *For joist widths greatertha 18"o2center This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. j g g 'Forjoistwidthsgreaterthan1%": 24"on-center 6. TJI® olstflan es must remainstrai ht within from truealignment. April 2002 Reorder 2045D SHEET _ FRESH AIR VENT BUILDIN6 WALL CLEANOUT TO BE PROVIDED AT FACE NIDE G FLOOR OF BUILDING LOCKABLE GLEANOUT AT GRADE 54'-0" 3" 5'-5"+/- 5'-5"+/- 8'-0'+/- 8'-0"+/- 8'-0"+/- 8'-0"+/- 5'-5"+/- 5'-5"+/_ �_ •"'I" ; VIF W/POOL VIF W/POOL VIF W/POOL VIF Wl POOL IF W/POOL VIF W/POOL VIF W/POOL VIF W/POOL LL NEW(2)2XIO NEW(2)2X10 NEW(2)2XIO NEW(2) 2X10 qEK(2)2X10 NEW(2)2X10 NEW(2) 2X10 LIGHT WEIGHT AGO GIRDER / AGO 61RDM / AGO 61RDER / AGO GIRDER &LG 61RDER / AGO 61RDM — / GIRDER / o ° ° o °o 0 0 °°° GEMENT FILL 0 0 0 ° ° °o 12" POURED GONG. 4 ° o PROVIDE I HAUNGH AT BASE OF GENERAL NOTES POOL EDGE �u~i 5TAIR5 °° o ° o ° o Q ° ° ° ° ° ° o o ° o THIS DRAWING, PREPARED FOR THE cY I —�— —— I — zz o 0 0 0 0 ° SPECIFIC PROJECT INDICATED, IS AN 0 SANITARY FOUNDATION WALL 5PE 1 '� I I N z —I� — ° °° ° ° ° ° PLUMBING TRAP IN INSTRUMENT OF SERVICE,AND THE NEW BASEMENT 8" POURED CONGREI FOUNDATION I v I I II AGGORDANGE WITH PROPERTY OF ROSEBERY ARCHITECTURAL WALL WITH#5 REBAR® 48" O.G. I 141 I�4 ° I " SECTION NY5 PLUMBING STUDIO AND JOHN D. ROSEBERY VERTICAL AND 3-0O.G. MAX I O 1 O I POOL I ° O� I I 8 MIN CODE ARCHITECT PLLC. HORIZONTAL W WATERPROOFIN6 TO ® EXTERIOR AND 2" PERIMETER `� i'y11 p I I AI I INFRINGEMENT OR ANY USE OF THIS INSULATION ON 8"X16" POURED m I I2 .'-O" 0_I 30'-0" I a_ II'-I BUILDING CLEANOUT & PROJECT IS PROHIBITED. ANY ALTERATION, CONCRETE REINF. W/2 # 5 REBAR I 1 I _ I 11_ I OR REPRODUCTION OF THIS DOCUMENT IS W/2 X 4 GONT.KEY POOL 15 TO BE ON 4" GONG. SLAB c"?cp FRESH AIR INLET DETAIL ALSO PROHIBITED WITHOUT THE WRITTEN 4 I I I�-1 REINFORCED W/6XH.H.M. NOT TO 5GALE CONSENT OF THE ARCHITECT. I ( 1 EL. 10.0 AT BASE 600"" DEPTH) �"- 1�I� NEW(� Q 5/8" DIAMETER ANCHOR BOLT W/ I I I Q 1 I 2X10 AGQ NOTE:: BUILDING CONNECTION TO HAVE A MINIMUM OF I 2'-0" OF CAST IRON SEWER LINE EXTENDING THROUGH 6X6 POST ON 8" GONG. 7" MINI DEPTH X 36'OG.(MAXI I 11 _ PROVIDE II ( I I I� RETAINING WALL 5EE DETAIL. AT THE FOUNDATION. W/MIN. 3"X3"XI/8" WASHER AT PLATE, 12" MAX.FROM CORNER I I 1 I I I \POOL E067E IN I I - RI6HT MAX HEIGHT OF WALL 18" CONSULTANTS: LEDGER SPEGIFIGATION: NEW(3) 2X12 NEW(3) 2X12 NEW(3)2X12 = NEW(3)2X12 NEW(3) 2X12 �� �- NEW(3)2X12 - (3) 2X12 h NEW(3)2 12 2X10 AGQ LEDGER LAC BOLTED INTO \ 61 \ / GQ GIRDER\ _/ ��AGQ GIRDER " \ / 61RDL-R�\�/ GAO 6�RDER \'9"/ AGQ61RDER \ IjGQ 61RDER X AGQ 61 b X6 POSTS ON 15 DIA. NOTE PROVIDE 4X4 KNEE fi fi FOUNDATION WALL W/�" 6ALV LAC, I I 1 36" DEPTH POURED LEDGER 5PEGIFIGXTION: I I I I GONGRETE BOLTS® 24" O.G. O 51MP50N DEG CONCRETE FOOTING, 1 BRACES MIN 12 LENGTH I 1 D t 1 I p ON 61RDER SPANS IN 2X10 ALO LEDGEf�LA6 O I I I I ca�� N WALL BEYOND HOLD DOWNS ATTACH TO P05T W/ I I I BOLTED INTO FOU TION d� •. ° I 7 LONG DIMENSION �e O I I I O- d PROVIDE CORNER GARAGE SEE DECK 51MP50N PB-50 GONNEGTqR I 1 WALL W/�" 6ALV 6 t I 1 cD 6UARD5 A5 REQUIRED DOOR PROVIDE 51MP50N HD7 HOLD DOWNS ', I p I DETAILS 5HEEi (TYP® 20 LOGATIONq ■ „ „ BOLTS® 24 O.G. - AT OUT51 DE CORNERS(TYP. ® ALL � 1 ® ( A-8 I -0 8-0 8-0 0 1&1-0119 ® BY USE FOUNDATION GORNER5) 3'-0" IS'-0" IS'-0" 4'-5" 13'- " 2X4 KEY AT TOP OF — — 2'X2 VENT _ _ 4 4A — — — — r PROVIDE 12" HEIGHT PLATFORM FOR FOUNDATION WALL d _ NEW(3) 2X12_ _NEW(3) 2X12 ..• POOL EQUIPMENT,EQUIPMENT TO BE - - - - - - - - - - - - - - - - - - - - -- / GRD / AGO6�RD• r- —Fi�1R ATIC9 — — — — - - - - r ' PLACED ONJ"X6 AGO DEGKIN6,ON 2Xb • 4 Hq5EJOISTS AT 16- O.G.,WITH POSTS CONDENSER PAD IIS I I6'-8" I I IS'-0" I I DRAINAGE • IB LOCATED A5 SHOWN TO SLAB. PROVIDE LOCATIONS, � '' •. . ILTE I q ■ p DI GT BLOCKING UNDER POOL HEATER AS 4 POURED CONCRETE 5EE 51TE PLAN I I I v 6A5. I /'/TC VEN REQUIRED. 4 I I I I rotes POOL �r -� POOL lEI�6ER SPEGIFIGATION: 1 L L"-- EATER I I N NOTE: PROVIDE PROPANE TANK AT 8"X16" POURED CONCRETE 5LAB 5EE J I .'' I O 2XIQ AGO LEDGER LA6 I I Q �4#v EQ U I P M E N I ` ' I / d) EL. 8 ON EXTERIOR IF 6AS HEATER FOOTING W/2 #5 REBAR FOUNDATION PLAN W z I I ® BO TED INTO FOUNDATION Q 2-2X8 r I5 INSTALLED FOR 5PEG of I I � I — a� ° X Q I WALL W/ ' 6ALV LA6 I ' O EL. 5.7 I 4 1 1 " 4" PVC IPE TC}� fi O I �' q . ` I I . BOLTS® 24" O.G. I X�a I6'-8n 7 4. 8' POURED GONGRETE ,~-w,� - - - - - - - - - - - - - - - DRY (SEE �4 FOUNDATION WALL O� IE� = 1 4 POURED CONCRETE SLAB O' 51TE Ft m A5 NOTED BELOW LEFT I PROVIDE I ON 2 STEP FOOTING ` LL I I � I - - - - - - - - - - - - - - - - - - - - - - - I� ® AS REQUIRED FOR FR05T DEPTH , NOTE: PROVIDE -J I O cv p 4 GALV J015T HANCGER5 ry r — — — 5D 1 —_- — — — m I O FOR EACH FRAMING -�_.�.P FROST WALL DETAIL ' , � - J is " ■ V N — — — L (3) 1 X 111/4 3-2X6 RLU5HSD — C ONNEC TI O — — — — — L= — _ � ■ I ( — _ ® MIGROLAM LVL I I(3) I 'x 11 I/ ' 5GALE 1/2n 1'-O" % 111_1L�L I- - - - +--e— fiG�nL - 1 MIGROLAM LVL _ — — NEW 3 1/2" DIA. STEEL I FOUNDATION BASEMENTNEW L - - COLUMN W/ 1/4" TOP d i_ - - - -J I ( WALL 5PEG 1 " 'l °� 8" POURED CONCRETE FOUNDATION Architect registration expires 9-30-23. I'-4" q'-q" 4'-7"- -8" I'-4" b BOT. BASE PLATES,ON I7'-4" I'-4 I'-8" 3-4 I I-0 I 2-0 1 O I WALL WITH # 5 REBAR® 48' O.G. RAISE HOUSE ELEV.SOUTHOLD 1/23 1 16"Ab" (4" POURED CONCRETE SLAB u- r GONG. FT6. REINF. W/(3) m I u' VERTICAL AND 3'-0" O.G. MAX 16 BUILDING DEPT.COMMENTS 10/22 I ' POURED OREINF. I-V 8"X16" GONG. I 1 HORIZONTAL W/WATERPROOFING TO CONCRETE W M. ON 20 MIL VAPOR O 1 I pN UNDISTU BED SORL�PROPOSED PIER (TYP) I I I EXTERIOR AND 2' PERIMETER 15 BUILDING PERMIT SUB. 5/22 PROPOSED BOILER UNIT- 6A5/0IL I I PIER BARRIER ON POROUS FILL -� NPU PROVIDE 12 WIDE x 12 DEEP _ IL I IN50LATION ON 8"Xib" POURED MINIMUM EFFICIENCY OF SYSTEM �- - 1 CONDITION D POURED CONCRETE HAUNCH REINF d? `j N 1 CONCRETE REINF. W 2 #5 REBAR W/2 •: . IO (�• _ 2-0 WETLANDS PERMIT SHALL BE PROVIDED ACCORDING TO m 1 Ix® 3 LOG) a L - W/(2) #5 REBAR FOR BEARING c� O m 1 1 X 4 CONT.KEY 4 14 3/22 AGGA MANUAL J 4 IEGG 2015 (MG I ui 1 [A = BASEMENT WALL =� I 1 I = APPROVAL,SUBMISSION GLEAN OR EQUAL) I Im NEW 4"X4114' STEEL COLUMN - - 5.2 �- - .�, TO SCDHS FOR PERMIT 1 N 36"x36"x12" POURED GONG. Q PROVIDE 2X6 FRAME WAIL ® 1 1 t PROVIDE MIN.3" COVER ' PROVIDE(I) LAYER 4 13 NYSDEC REVISIONS 1/22 DIRECT VENT BOILER AND HOT 1 FTG. REINF. W/3#5 REBAR 0� � � in 1 " I I EACH WAY BEARING ON I � TYPE "X' GYP BRD® - WITH � TYPE X GYP. BOARD a I � FOR REBAR WATER HEATER-VENT SHALL BE 3-0 ( MK - - FROM ANY OPENING UNDISTURBED SOIL — _ :� = I UNDERSIDE OF TJIs ® ON BOTFf SIDES-BEARING 1 BOILER r ~" I ENTIRE BASEMENT CEILING 4MX 4 5TEEL COLUMN - - - - - - - _ - - - HAL� - __ - - - I I REINF. IN BOTH DIRECTIONS 4• 12 TRUSTEE REVISIONS 11/21 - ON 36" 6"X12" P I W/3-#5 REBAR 11 I 1 - TOWN OF SOUTHOLD _, o PROVIDE 12" GONG. T6. REINF - - - - - - 9/21 1 -' �� - I -' • • WETLANDS PERMIT APP. N = z I 40 6AL. HOT PLATFORM ON 4' 1 :: 3-#5 BAR ON 30" MIN. FIRE '• i dJ CV O I HEA 8 POURED GONG FTG I I I u_ ' CN 36" BAR LAP GONG.SLAB FOR I I ' I ® BASE,REINF W/#5 UNDIS RBED 501L RATED METAL I c� DEC REVISIONS 1 EQUIPMENT TO BRING L - J REBAR® 16" O.G. EM 4) 4 1 1 DOOR 1 I (TYP) 10 MAY 28 COMMENTS 6/8/21 — I W H I ABOVE EL.6.1 _ A-� i- — — — , r- 7 r r y� -i PROVIDE " TYPE "X" GYP. BIRD. I 9 DEC REVISIONS 5/21 1 I I MIG Ix M L� I �' ( (3, 1 J■X 1I I/4■ 1 I I f3, , J■x „ „4. 1 I ® WALLS IN GARAGE SIDE AS 8"X16" I CONCRETE STEP FOOTING D E TA I L _ MARCH 21 LETTER I �0 - CRETE �_� - ;' MIGRoI ANt tyl - MICRO LVL I (I'-0"� GEILjNG FOR 40 Mlt�lfE FBIRE 0. N PIER x(TYP) - I DEC REVISIONS ISL 8 POURED GONG :: _ : :: 8 10-2020 1N 1 p I I I I RATING I 5GALE 1/2 1 -O HEALTH DEPT. SUB. Ln I � L I - J L - WALL (SAME GONFI6 - - � I I I Q cv O SEE DETAIL NEW BASEMENT m Ip PROVIDL�B'-HRUNOH -i - :� AS FIREPLACE L ,J M Ems.- FOUNDATION WALL SPEC m1 1 N `j - \; I X ABO/E) I- PROPOSED 2X6 FRAME N 7 RELOCATE HOUSE 2-2020 8 POURED CONCRETE FOUNDATION I NEW 3 I/2 DIA. STEEL COLUMN w/ o I I; C 4" POURED CONCRETE SLAB __, __, I PROVIDE 12" POURED CONCRETE m 1 6 HEALTH DEPT REV. 11/19 WALL WITH#5 REBAR�® 48 O.G. a 1 1 1/4 SOP 4 BOT. BASE PLATES,ON �' ,_ \REINF. W/6X6 / 1.4X1.4 W.W.M.ON 1 VERTICAL AND 5'-0" O.G. MAX ►n 36 x36 x12 POURED GONG. FTG. HAUNCH FOR BEARIN6 WALL 1 .? 20 MIL VAPOR BARRIER ON 200 A-MP- HORIZONTAL W/WATERPROOFING TO I REINF. W/(3) #5 REBAR EM Ib X16' EXTERIOR AND 2" PERIMETER I `.' ( BEARIN6 ON UNDISTURBED 501L(2 POROUS FILL _ I L- PROP. GARAGE Pte- - - RET _ 5 CONSTRUCTION DOCS 9/19 INSULATION ON 8"X16" POURED I e L- TYP) r G P - I r 4X4 STEEL COLUMN 4 I " bX6 P05T ON 8" CONCRETE REINF, W/2 # 5 REBAR I I I 1 I (- Z - -1 I No. Revision/Issue Date W/2 X 4 CONT. KEY I 1 — -- - �1/4 — = — I "X I I I/4' — �_+ —(3 I I I I/4" — (3) I ' X q t"L W/ — (N L—� CONCRETE STEM — — MIGROLAM LVID 1 — = MIGROLAM LVL I 1 MICRO LVL 1 I (2) ' STEEL FLITCH PLATES FLUSH `_'� ' WALL INSERT PB-50 „ _ _ P05T BA5E ROSEBERY L —, 10'-I° L — — � 4'-7" I'-8" L J8�— — � � J PROVIDE I ON 2 STEP FOOTII!6 � ELECTRICAL SERVICE � �" PARALLEL TO STEM. I I PROVIDE (1) LAYER J" TYPE "X' I L.ED6ER SPECIFICATION: N T AS REQUIRED FOR FROST DE'TH I d? SEE 51TE PLAN PANEL - ARCHITECTURAL v 2X10 AGO LEDGER LA6 EL. 5.2 I m TO 13E A MIN. OF 36 GYP BRD ® UNDERSIDE OFTJIs ® - - - - - - - - - - - - - - - - - - - - ABOVE FLOOR STUDIO 1 I ENTIRE BASEMENT GEILIN6(TYP) 1 BOLTED INTO FOUNDATION WATER I I——— — — — — — — —— — —I 3'O"X6'8" 1 WALL W/�' 6ALV LA6 SERVICE E c� V 1 "' BOLT5 ® 24" O.G. SHUT OFF N TE: THAN 12'AROM oRPEN�IN6 1 L — — — — — — — — — — — — — — — — ° ( I o TiRMA-TRU 1029 SIPP AVENUE , EQUAL (TYPIGAL ® ALL OPENINGS) O - - ' I ( :: �rETAI 8" POURED GONG.WALL MEDFORD, N.Y 11763 Q A-8 z I I ' _ _ — _ — — — — — — — _ _ —• _ I \\ 4 POURED CONCRETE SLAG 1 ® • I b O.G. ® 1 0 `j I z Q REINF. W/6X6 / 1.4X14 WW.M. ON I boon "' Q 4 WITH# 5 REBAR AT " PHONE: (631) 730-1262 I LEGEND I I • , d .;, �-o O 20 MIL VAPOR BARRIER Ot` •. EACH WAY FAX: (631) 730-5476 I '' 1 I i l = o I I ;� I I •..; �- o f POROUS FILL I I 1 E-MAIL: roseber o tonline.net 51MP50N DECK HOLD I ® I I I HoSF 0 NEW CONCRETE FOUNDATION CONSTRUCTION I'-0" " „ 4" Y@ p I 1 I o I I o f BIB WEBSITE: ;� I DOWN AT LEDGER PLATE, 1 1 I I EL.5.1 16'_8" I �- � 4 - www.roseberyarchitect.com I ® 1 5EE DEGK DETAILS l/ I \ ® NEW 2X4 WALL CONSTRUCTION _ ry I L - - - - - - - - - - - - - - - - - - J 2- 10 AGO 2-2X10 AGO 2-2X10 L - - - - -GLOPAY 7'X10' GAR DOOR _ - - J I 8X24 POURED GIRDER _ RD€R — — NEW 2X6 WALL GON5TRUGTION 4 GONGRETE FOOTING Project Name and Address _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' a_ _ _(3) 1 ' Xq 'LVL _ _ _ _ WITH 3#5REBAR HOSE 3 SLOPE TO CARBON MONOXIDE DETECTOR ZENK RESIDENCE FRAMING NOTE: FLOOR JOISTS ARE TO BE _ __ FOUNDATION_PRRAI om INSTALLED IN CONFORMANCE WITH DOUBLED UNDER ALL WALLS PARALLEL TO -�� F-INATURAL SECTION ai5 OF THE INTERNATIONAL POURED GONGRETE STEP NEW RESIDENCE FLOOR JOISTS AND 50LID BLOCKED WITH FOOTING BEYOND - 5EE DETAIL DOUBLE 2X BLOCKING UNDER JOISTS FIRE GORE, ONE PER FLOOR, ONE PERPENDICULAR TO JOISTS q'-0■ 9'-0n 4'-0" 10'-0" 4'-0" 4'-0" NEAR THE FURNAGE/BO I LER AREA 2'-0" �_ ~ 6"X6" AGO POST ON 12"X12"Ir (NEPA 720) 280 CEDAR POINT DRIVE, ®- POURED GONG PIER FOR DECK C O N C RETE WALL D E TA I L „ HEAT DETECTION RATED FOR THE: SOUTHOLD, NY PROP. SAN. SERVICE PROVIDE A 12 OST(36 DEPTH) PROVIDE GLEANOUT d TRAP POURED GONG. H)] AMBIENT OUTDOOR TEMPERATURES 0 AUNGH AT BASE - - - - - - - SHALL BE INSTALLED IN ATTACHED TOWN OF SOUTHOLD OF ALL DECK 6ARAGE5. SCALE 1/2° GONGRETE RETAINING STAIRS - - - - - - - WALL - SEE SITE PIAN : 3'-0' SMOKE DETECTOR INSTALLED IN SCTM. NO. 1000-90-2-14.1 3'-0" 18'-0" 5'-5" -2" 5'-5' IB-0 05D ACCORDANCE! WITH SECTION R314 Project sheet A01-011 NYS, RES. CODE ONE PER BEDROOM, 2018-45 ONE: IN THE VICINITY THERE OF, AND PROVIDE PEA ONE ADDITIONAL PER FLOOR BA E5 0�STAIRS ® wooD sTRUGTURAL P05T 4"x4" Date DECEMBER 2018 A- 1 FOUNDATION PLAN NOTE: FOR VERTICAL REINFORCEMENT IN OR 6"x 6 DEPENDING ON WALL VARIOUS SUB SOILS-5EE CHART ON A-0.1 THICKNESS Scale 5GALE 1/4" = 1'-0" PROP05EP BASEMENT (ING GARAGE) = XXXX 50 FT. Q THERM05TAT LOCATIONS AS NOTED NOTE: ALL CONCRETE TO BE 3000 P51 MINIMUM - FOR FURTHER CODE Drawing INFORMATION SEE SHEET A-02 FOUNDATION PLAN RI005 FACTORY-BUILT CHIMNEYS 81005.1 Lister NOTES 36" MIN WIDTH,48" MIN. HEIGHT Factory-built chimneys shall be listed and labeled and shall be Installed and G STEEL 4 GABLE GATE-SEEP terminated In accordance with the manufacturer's Installation instructions. A-& ,4_7 I. PROVIDE OVERHEAD ELECTRICAL FIXTURES FOR LIGHTING AND CEILING FANS A5 CLOSING WITH LATCH R1005.2 Decorative shrouds DIRECTED BY OWNER. SEE PLANS FOR LOCATIONS. 57149" Decorative shrouds shall not be Installed at the termination of factory-built chimneys except where such shrouds are listed and labeled 2. INTERIOR DOORS TO BE SPECIFIED BY OWNER PRIOR TO INSTALL. for use with the specific factory-built chimney system and Installed In accordance 54'-0" 3' with the manufacturer's installation Instructions. 3. PROVIDE 6FGI OUTLETS IN ALL AREAS EXPOSED TO WATER AND/OR MOISTURE, IN CONFORMANCE WITH NYS RESIDENTIAL ODE AND NEC. RI0053 Solid fuel Mpliances 36" HEIGHT STEEL 4 GABLE RAILING 36" HEIGHT STEEL 8 6LA55 RAILING 36" HEIGHT STEEL 4 GABLE RAI ING Factory-built chimneys for use with solid fuel-burning appliances shall comply with 4. CONTRACTOR TO PROVIDE THRESHOLD UNDER FRONT EXTERIOR DOOR 4 the Type HT requirements of UL 103. SADDLES IN AREAS OF CHANGING FLOOR MATERIAL. 8" COPING Exception: 5. FINISH FLOOR MATERIALS TO BE SELECTED BY OWNER WALL FINISHES TO BE GENERAL NOTES oe Chimneys for use with fireplace stoves listed only to UL 731 shall comply SELECTED BY OWNER. with the requirements of UL 103. b. PROVIDE GABLE 4 TELEPHONE LOCATIONS AS REQUIRED BY OWNER. THIS DRAWING, PREPARED FOR THE R1005.4 Factoru-built fireplaces PROVIDE COMPUTER ETHERNET WIRING AS REQUIRED BY OWNER. SPECIFIC PROJECT INDICATED, IS AN 111-411 30'-011 II'-4" Chimneys for use with factory-built fireplaces shall comply with the requirements INSTRUMENT OF SERVICE, AND THE of UL 127. T ALL WINDOWS 4 PATIO DOORS ARE TO BE PELLA RESERVE SERIES WITH PROPERTY OF ROSEBERY ARCHITECTURAL ADVANCED SUN DEFENSE SERIES WINDOWS WITH A 51-160 020 4 A U-VALUE OF STUDIO AND JOHN D. ROSEBERY O I 810055 Sur, 02q. WINDOW 6RILLE5 IF SPECIFIED ARE TO BE IN ACCORDANCE WITH �-� ARCHITECT PLLC. v ® v Where factory-built chimneys are supported by structural members,such as foists ELEVATIONS OR AS SPECIFIED BY OWNER. POOL O Q N and rafters,such members shall be designed INFRINGEMENT OR ANY USE OF THIS µ� 5'-0" DEPTH - I - _ w to support the additional load. EMERGENCY E50APE AND RESCUE OPENING REQUIRED. U, z BASEMENTS,HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT PROJECT IS PROHIBITED. ANY ALTERATION, R1005b Medium-hEAGHt cmvliances LE-55 THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE OR REPRODUCTION OF THIS DOCUMENT IS Q Q Factory-built chimneys for medium-hEAGHt appliances producing flue gases BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS,AN EMERGENCY ESCAPE ALSO PROHIBITED WITHOUT THE WRITTEN Q L-i +� -L�I ►n Q having a temperature above 1,000°F(538°C), AND RESCUE OPENIN6 SHALL BE REQUIRED IN EACH SLEEPING ROOM. EMERGENCY CONSENT OF THE ARCHITECT. CN 31_0„ �,_oll _ ,_o„ I O measured at the entrance to the chimney shall comply with UL c 5q. ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY,OR TO CN A YARD OR COURT THAT OPENS TO A PUBLIC WAY. Factory-built fireplaces shall be listed and labeled and shall be Installed in HARDY 12" HFX �_GOpINF. - accordance with the conditions of the listing. EGRESS NOTE: WHEN ORDERING WINDOWS OTHER THAN SPECIFIED ABOVE,THE CONTRACTOR MUST MAKE SURE THAT THE WINDOW THAT 15 BEING SUBSTITUTED IN SHEAR WALL Factory-built fireplaces shall be tested In accordance with UL 12.1. PLACE OF THE SPECIFIED WINDOWS 15 ON51DERED AN "EGRESS WINDOW" AND CONSULTANTS: DECK COMPLIES WITH THE STANDARDS SET FORTH IN NYSRG 310- 5.7 So.FT.OPENING 3 5/4" X 6" GOMPO5ITE DEGK 4 5 Hearth extensions of approved factory-built fireplaces shall be Installed in OVERALL,24" MIN HEIGHT,20" MIN WIDTH. PROVIDE 51MP50N OWNER TO 5ELEGT m Y accordance with the listing of the fireplace. The hearth extension shall be HD7 HOLD DOWNS DEGKINO MATERIAL Q readily distinguishable from the surrounding floor crea. Decorative shrouds shall AT OUTSIDE 1--1\ z 18'-0" z i- z 18'-0" z z not be Installed at the termination of chimneys for factory-built fireplaces CORNERS(TTP) z w z 18'-0" T- w w o except where such shrouds are listed and labeled for use with the specific THE HOME SHALL BE TESTED AND VERIFIED AS HAVING AN AIR � v v :: :: v -� v -I facto -built fire laces stem and Installed In accordance with the manufacturer's LEAKAGE RATE OF NOT EXCEEDIN6 THREE AIR CHANISE5 PER HOUR q-I 8-I I Q I p y AND SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY AND � � �_ " - „ ,- „ � m � Installation Instructions. An unvented gas log heater shall not be Installed Ina CONFORM TO 2015 IRC, 51=GTION NI102.4.1.2. 1" 3'-4" " 6'-8" 11 3'-4" I q q 0 q 0 13-0 WI E X 6=5 factory-built fireplace unless the fireplace system has been specifically tested,3' HIGH F LDIN6 listed and labeled for such use In accordance with UL 121. TO SILL I I 1 OUTSWI 6 DOOR I I 's� i - A Basketed fireplace door shall not be installed on a factory built fireplace BRA x except where the fireplace system has been specifically tested.listed and A / WALL LIE - p N (3) 1 3/4"X ,- (3) 1 3/4"X 11 115" MIGROLAM 11 7/8" MICRO N O labeled for such use in accordance with UL 127. HANDRAILS. HANDRAILS SHALL BE PROVIDED ON AT PROHARDY 12 HFX m N RI006 EXTERIOR AIR SUPPLY LEAST ONE 51DE OF EACH CONTINUOUS RUN OF TREADS OR CONDENSER PAD N SUNSHADVEDACCORD NG SHEAR WALL m EXTERIOR SOLAR SHADE u; FLIGHT WITH FOUR OR MORE RISERS. LOCATIONS, Gn R1006.1 Exterior air TO OWNER Q m HARDY 12 HFX Factory-built or mason fireplaces covered In this chapter shall beequipped 5EE 51TE PLAN s I _` r SHEAR WALL '� p aP p � EXTERIOR I with an exterior air supply to assure proper fuel combustion unless the room Is HEIGHT. HANDRAIL HEIGHT,MEASURED VERTICALLY FROM QCOVEREDto THE SLOPED PLANE ADJOINING THE TREAD NOSING,OR N SOLAR N m _ mechanically ventilated and controlled so that the Indoor pressure Is neutral FIN15H SURFACE OF RAMP SLOPE,SHALL BE NOT LESS Q QJ O O or positive. ®„ (PROVIDE WATER PROOF to O Q P THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES E L' N x ~ GYP BID GEILIN6) HARDY g" X D S U N ROO M p _ (q65 C' N ® H ® R1006.1.1 Factor;-bullt fireplaces FLOOR OR qta �0 S, SHEAR -44) gg}¢Wu yy,�g _N (PROVIDE WATER PROOF m Exterior combustion air ducts for factory-built fireplaces shall be a listed CEILING ° „ 11 HARDY q" HFX GYP BD. GEILIN6) ►�' component of the fireplace and shall be Installed according to the ABOVE CONTINUITY. HANDRAIL5 FOR STAIRWAYS SHALL BE I c' CPROVIDE CERAMIC 8680 (4) 15/4 X q I/2 MIGROLAM gbgo SHE HALL T fireplace manufacturer's instructions. CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT,FROM A °� 3 0 INTERMEDIATE HEADER -SEE NOTE: SUNROOM ISA I �n N07E; STAIR POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO 3'-0 TILE or WATERPROOF 0 A-8 `� SEASONAL USE AND IS 3'-0" CLEARANCE OF A POINT DIRECTLY ABOVE LOWEST RI5ER OF THE FLIGHT. I N FLOOR SURFACE \° PROVIDE (2) I-3/4" X 1-I/4" �' /? EXEMPTED FROM NYS R1006.12 Masonry fire In aces " y Q �6/° Listed combustion air ducts for masonry fireplaces shall be Installed according 6-8 MUST BE HANDRAIL ENDS SHALL BE RETURNED OR SHALL .r, . ARALAM P5L JACK STUDS® fo ENERGY CODE• to the terms of their listing and manufacturer's Instructions. MAINTAINED ON TERMINATE IN NEWEL P05T5 OR SAFETY TERMINALS. r rir,� ?`� BRAG D _ " _ SD BOTH SIDES OF WINDOW 6'O"X6'8' 6'O"X6'8" DIA60NAL R15E HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE ` i WALL LIE WA1_L OF THE STAIR AS OF NOT LE-55 THAN 1-1/2 INCH (38 MM) BETWEEN THE WALL _ CbA CCC b/'117TAI _ _ (3) 13/4"X II 7/S" MIGROLAM RI0062 Exterior air Intake +� Q 3'_6,t DETAIL SHEET A-8) 36'-6" HD The exterior air Intake shall be capable of providing all combustion air from _z WELL. AND THE HANDRAILS. I X NEWEL POST 5X5X " STEEL I the exterior of the dwelling or from spaces within the dwelling ventilated with out5lde air such as no mechanically ventilated crawl or attic spaces. The � \\/ EXGEPTION5: Architect registration expires 9-30-23. m COLUMN WITH TOP exterior air Intake shall not be located within the garage or basement of the RAISE HOUSE ELEV.SOUTHOLD 1/23 p I1'-lo" 18'-4" 4 BASE PLATES I 18'-2" dwell) nor shall the air Intake be located at an elevation higher than the p� I.HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED 16 Q ng gh BUILDING DEPT.COMMENTS 10/22 3� 3'-0" HEIGHT RAILING m!t t- firebox. The exterior air intake shall be covered with a corrosion-resistant BY A NEWEL P05T AT THE TURN. 3 HARDY 15" HFX �I U (OWNER TO SELECT STYLE) N screen of 1/4-Inch (6.4 mm) mesh. 15 BUILDING PERMIT SUB. 5/22 O SHEAR PANEL 2. THE USE OF A VOLUTE,TURNOUT,STARTING EA51N6 OR m LIVING ROOM STARTING NEWEL SHALL BE ALLOWED OVER THE LOWEST 810063 Clearance ^m POST -I-�Ap, WETLANDS PERMIT w I 2-STORY CEILING ABOVE rn �Iisted combustion air ducts shall be Installed with a minimum I-Inch (25.4 mm) z 14 APPROVAL,SUBMISSION 3/22 w I n- clearance to combustibles for all parts of the duct within 5 feet (1524 mm) of HANDRAIL GRIP SIZE. ALL REQUIRED HANDRAILS SHALL BE TO SCDHS FOR PERMIT rV 0 (5EE SECTIONS) BEDROOM a 4 I DINING ROOM ° m`" the duct outlet. Q ICJ" OF ONE OF THE FOLLOWING TYPES OR PROVIDE 10'-0" GEILIN6 HEIGHT � 10-0 GEILIN6 HE16HT 9� m I „ MIN.MIN EQUIVALENT 6RASPABILITY. 13 NYSDEC REVISIONS 1/22 �' to N III The combustion Passa it passageway g y q I. TYPE I. HANDRAILS WITH A CIRCULAR GROSS SECTION PROVIDE TIGHT-FITTING m The combustion air ansa ewa shall be a minimum of b square Inches (3870 NON-GOMBU5TIBLE I BIN mm2) and not more than 55 square Inches (0.035 m2),except that combustion M SHALL HAVE AN OUT5IDE DIAMETER OF AT LEAST 11/4 12 TRUSTEE REVISIONS 11/21 NEW II 1/8"TJ 360 FIREPLACE DOOR, IN a systems for listed fireplaces shall be constructed according to the INCHES(32 MM) AND NOT GREATER THAN 2 INCHES IF THE Q l�_1O� ACCORDANCE W/SECTION COLUMN 5X5X " STEEL COLUMN WITH ( fireplace manufacturer's Instructions. HANDRAIL 15 NOT CIRCULAR IT SHALL HAVE A PERIMETER TOWN OF SOUTHOLD ' ® I6" O.G. 11 9/21 -cNv Q 5D _ NI102.42 (R402.42) ABOVE I -! " TDP 4 BASE PLATES WRAP N DIMENSION OF AT LEAST 4 INCHES AND NOT GREATER WETLANDS PERMIT APP. tr c� ENERGY CONSERVATION IRG W/SQUARE FIBERGLASS I 810065 Outlet THAN b-1/4 INCHES WITH A MAXIMUM CRO%SECTION OF DEC REVISIONS 2020 I COLUMN The exterior air outlet Is permitted to be located In the back or sides of the DIMEN51ON OF 2-1/4 INCHES. 10 6/8/21 :;v., 1 firebox chamber or within 24 Inches (610 mm) of the firebox opening on or near MAY 28 COMMENTS OUTLINE OF FROM 2016 p� the floor.The outlet shall be closable and designed to prevent burning DEC REVISIONS 31 Iq" FLOOR ABOVE _ material from dropping Into concealed combustible spaces. SUPPLEMENT TO 9 5/21 VANITY NEW II 1/8" TJI 360 N pp g p NY5 CODE MARCH 21 LETTER BRAG D - - - - - - - - - - - - - - - - - - - - - - - - � "■.�_ - - N DEC REVISIONS WALL LIE - /_, - -- 178" - - - 5X5x STEEL m FACTORY BUILT CHIMNEYS & FIREPLACES STAIR DETAIL BASE 8 HEALTH DEPT. SUB. 10-2020 PROVIDE 5GHLUTER , x SCALE: N.T.S. RADIANT HEAT 5Y5TEM I ° N I I r SD `�' COLUMN WITH �" TOP O 7 RELOCATE HOUSE 2-2020 IN FLOOR d UNDER `� _ A H - N m -5)5X STEEL d BASE PLATE5 x O CLOSET i =� COLUMN WITH " TOP SHOWER PAN A5 -0" GEILIN I GM m 4'O"X6'8' BAR ►` 6 HEALTH DEPT REV. 11/19 DIRECTED BY OWNER N :o _ _ 4 BASE PLATE5 R106E P05T d HEIGHT �`' 31"Xlq"VANITY CL. �� SINK .m^�. ry HEADER SCHEDULE 5 CONSTRUCTION DOCS 9/19 � 13) 1-3/4 XII 1/8 MIGROLAM N J, ALL MATERIAL FOR WOOD FRAMING 15 TO BE BRAG D HD " FOYER ® _ W X40 BETTER HEAD HD DOUGLAS FIR#1 WITH AN Fb OF q15 P51 No. Revision/Issue Date i WALL LIE NOMINAL LUMBER SIZE: SPANS: O 5- 1 2 i- -0 - NOTE: IF RANGE VENT I HARDY IS" HFX (2) 2x8 UP TO 4'-0"i LEGEND ROSEBERY HARDY 15 HFX 10-0 GEILIN6 HEI6H I PANT EXCEEDS 400 GFM,MAKE (2) 2x10 4-0TO b-0 mI SHEAR PANEL 5D I BATH 'T 1 2'O„X6'8" I UP AIR MUST BE I I SHEAR PANEL (2) 2xI2 b'-O" TO 8'-O" ARCHITECTURAL 11 1 KITCHEN PROVIDED I P05T5 SHALL BE 4x4 (NOMINAL) 6X6 IN 6 WALL ® NEW 2X4 WALL CONSTRUCTION STUDIO m PROVIDE SGHLU O O RADIANT HEAT SYSTEM12" x 12 1 " m IN FLOOR U H 232 51DE m 51DE 1 HD v "NOTE: ALL SIZES GALLED OUT ON ANY OF NEW 2X6 WALL CONSTRUCTION STUDY LIGHT O 10-o GEILIN6 HEIGHT - THE FOLLOWING DRAwINC75 WILL 1029 SIPP AVENUE D m x TT ~ O SHOWER PAN A LIGHT (3) 2X10 2323 - 4 SUPERSEDE THE 5GHEDULE. HARDY HFX SHEAR WALL d? 0 10'-0" GEILIN6 HEIGHT �_ DIREGTED BY oW ,= - 4 MEDFORD, N.Y 11763 4 m A-8 ® (3 2xlo, (3) io I ® oVERHEAD CABINETS 1 GM NSTRAL•LED�N�OD DETECTOR ORMANGE WITH PHONE: (631) 730-1262 �2 I 5-4 v R1 10 w 1 1SECTION Q15 OF THE INTERNATIONAL FAX: (631) 730-5476 O w ° COVERED DECK ° N m FIRE CODE, ONE PER FLOOR, ONE E-MAIL: rosebe o tonline.net c m N z � c• - l NEAR THE FURNACE/BOILER AREA ry@ p m ib' O" `n ® IS'-0" ® "' N �/ - (NFPA -120) WEBSITE: _ - I Dn„I I OO BRACED WALL REQUIREMENTS FIR5T FLOOR vwvw.roseberyarchitect.com BRAG D m H (3) 2Xi0 HEADER HD 2-2X10 _ 2-2X10 - 2-2X10 N ^ °o° v TABLE 602.10.3.1 HEAT DETECTION RATED FOR THE M -11WIND EXP05URE B - SEISMIC DESIGN GATEC-7ORY B AHD AMBIENT OUTDOOR TEMPERATURES Project Name and Address i WALL L 2853 3553 2g53 SHALL BE INSTALLED IN ATTACHED ZENK RESIDENCE 2814 3 14 2gi4 (3) 3535 W/(3) 3514 ABOVE BRACED BRAGIN6 OVERALL TABLE 602.10.3 (2) ADJUSTMENT BRACED GARAGES. a ABOVE ABo ,: 3b" HIGH (3) 2X10 HEADER WALL METHOD LENGTH MIN.LENGTH OF FACTOR IF WALL NEW RESIDENCE q1_011 �0 HANDRAIL NOTE: ALL BATHROOMS ARE TO BE PROVIDED LINE (SEE TABLE OF WALL BRACED WALL REQUIRED LENGTH SMOKE DETECTOR INSTALLED IN PER RAILRONY � WITH A MEDIGINE CABINET A5 DIRECTED BY PLANS) 602.10.4 (1-5TORY t ROOF) TABLE PROVIDED O5D ACCORDANCE WITH SECTION R314 c0 OWNER INTERPOLATED VALUE 602.10.3.3. (SEE PLAN5) NYS RES. CODE ONE PER BEDROOM, ONE IN THE VIGINITY THERE OF, AND TURNGRAPT OR NOTE: RANGE HOOD OVER KITCHEN APPLIANCES A W5P 34.3 63 ID 11.4 ONE ADDITIONAL PER FLOOR 280 CEDAR POINT DRIVE, EQUAL MUST HAVE AN EXHAU5T RATE OF 100 GFM SOUTHOLD, NY STRUCTURAL INTERMITTENT OR 25 GFM CONTINUOUS AND MUST BE B 6WB 343' 6.1 I.O 122 EXHAUST FAN-PANASONIC WHISPER COLUMN (TYP 4) DUCTED DIRECTLY TO EXTERIOR. z GREEN VENTILATION FAN 80 GFM TOWN OF SOUTHOLD G WSP 343' 6.7 I A 122 8315.1 GENERAL. CARBON MONOXIDE ALARMS SHALL CONTINUOU5-30 GFM INTERMITTENT 1'-2' 5'-5" W-O" 3'-0" BE PROVIDED IN ACCORDANCE WITH SECTION cll5 OF D H5P 21.0' 4.1 ID 11A (CODE REQUIRES 50 GFM SCTM. NO. 1000-90-2-14.1 THE: 2015 IFC. INSTALL I PER FLOOR, OUT5IDE OF INTERMITTENT, 20 GFM CONTINUOUS SLEEPING UNITS IN ACCORDANCE WITH IFC g15.2, AND E 6WB 21A' 4.1 1.0 5A -DIRECT TO EXTERIOR) Project sheet IN THE UTILITY ROOM IN ACCORDANCE WITH IFC c[15.1 2018-45 ALL DETECTORS ARE TO 13E WIRED INTO THE I WSP 210' 4.1 I.O 5.q ® HOOD STRUCTURAL P05T 6o'-0" PROVIDE PEA PRIMARY POWER SYSTEM WITH BATTERY BACKUP. 4"x4" OR 6"x 6" 71 DEPENDING ON WALL Date FIRSTFLOOR PLAN HALK2 W5P 343 1.0 11.4 THICKNESS DECEMBER 2018 A-2 BASE OF STAIRS 3 6WB 34.3' 6.1 1.0 122 HD � 51MP50N HOLD DOWN Scale SCALE I/4" = I'-O" PROPOSED LIVING AREA = 1,928 SQ.FT. 4 WSP 34.3' 6.7 1.0 122 O THERMOSTAT LOCATIONS AS NOTED PROP05ED FRONT GOV. DEGK = 99 5Q.FT. SUNROOM AREA = 192 50.FT. 5 W5P 21.0' 4.1 l.0 11A Drawing PORTI GO AREA = 192 SQ.FT. 6 6WB 21.0' 4.1 l.0 5.q FIRST FLOOR POOL l$ DEGK AREA = 1,206 5G2.FT. PLAN G A A-8 A-7 2 3 4 5 ) 6 LU 3'-0" Ul 18'-0" LU IS'-O" w 18'-0" 3'-0" NEW NEW I I �, = Q � o o o ROOF 4" ROOF VENT I I 4" ROOF YEN f J L 3 _J U � U< U U J L Q 14'-II" Q2'-6" q'-3" Q'-3" 2'- Q 71, 14'-II" 36" HI RAILING I I 36" H16H RAILING GENERAL NOTES GEILIN6 PROP. MASTER THIS DRAWING, PREPARED FOR THE _ B T BROOM SPECIFIC PROJECT INDICATED, IS AN I- r------------- INSTRUMENT OF SERVICE, AND THE 4 Q PROPERTY OF ROSEBERY ARCHITECTURAL OUTDOOR DECK f EXTERIOR T_ OUTDOOR DECK I I I STUDIO AND JOHN D. ROSEBERY Q Q Iq2 SQ.FT. SHADE Iq2 SQ.FT. Q Q I I r - - - BATHROOM - - ARCHITECT PLLC. _ _ _ _ _ - - � _ - - 50FFITOUTLINE I� - - - - - _ -- - - - - - - - - - - - - - - - - - - - - SOFFIT OUTLINE - - e- _= _ _ _ _ - = i i INFRINGEMENT OR ANY USE OF THIS I- 8-7 8-I I I 5HOWER - - PROJECT IS PROHIBITED ANY ALTERATION, 1ID ITOILET I I TOILET ( OR REPRODUCTION OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT THE WRITTEN I 4X4 Uv 4-I 3/4'X II 7/8' MIGROLAM 4-R50 4 16;2 �� `4X4 I o 0 0 o CONSENT OF THE ARCHITECT. ROOF OUTLINE _ ROOF OUTLINE I I POST VE Q O � �.. O D POST I I 1 ((�511 T A-4) - � PROVIDE (?� I-3/4" X ® Q POST (5EE 5HEETTAA`4 I 2ND FLOOR ° TU8 2' DRAIN - 1 1�f 7-1/4" PARALAM P5L JACKf - - - 3680 7 2680 STUDS® BOTH 51DE5 OF O 2080 2&bO 2 I PAN 2 BRAG D WINDOW FRAMES 5� CONSULTANTS: i WALL LIE - I (3) I-3/4" XII-I 4" ML HEADE PORTA�ILCDETAIL - 1 � ID6E SHEET A_8) i (3) I-3/�}" XII-I/4" ML ADER I 4" DRAIN® I/4" FT.MIN. i 5T 216 FIXTURE UNITS MAX. 1 I 17'-10" I ABOVE 3'-b' 18'-b" `r I 17'-10" I = - - -BATHROOM _ BATHROOM_ - - - KMHEN NI / \ I in F- - - - - - - - - - - - - -]KIT.5INK 2X8 0 D.F.#1 _ o 2X8 G.�DF. #I ®I61 0 5HOWER I I r I 015HWA5HER X ; ® iby o.c. I o I I o o 6X6C bXb �'� I p m 05T OPEN TO BELOW P05T�i I '-LU BEDROOM X ��- " I� / \ CLW QUI N J� 2 0 2 2 J l'- W FIRST FLOOR B 2" I i IQ / _ LIMIT OF _ _ _ _ _ _ _0-1_ _ _ _ _ _ _ _ _ \ 1 ��i 13' ±VAULTED �I - - - - - - - - - i / VAULTED GEILIN6 \ J i r= `, If> CEILING (517F I 2 F.A.V. G.O. BEDROOM // \\T. is SECTIONS) I " " " 4 DRAIN ® 1/4 FT. MIN. 4 DRAIN ® 1/4 FT. MIN. 13' ±VAULTEDi U-I S X5/X " �05� I I 216 FIXTURE UNIT5 MAX. 216 FIXTURE UNITS MAX. TO PROP. GEILIN6 i T.S. O5T " " - SANITARY (5EE I u \ , i I SYSTEM N I N SECTIONS) I - - - - - - - ° - - - - -� ° - - I I BASEMENT I _� I - - - - - - - 30"x30" I B 0 0 i�' o w\ - ® ® - _ D INSULATED ATTIC A-� G.O. i� I \ z m / i AGGE55 HATCH l^ O E 1110- C �� 1 ® ` i " i a _ 11 d t* R {v �� J� \ 12-8 6 0 4 �lQ t G BRAG D i I - - - I - 36 HIGH RAILING - N (F- BUILDING i " .o / EXTERIOR `" QP 011 i WALL LIE _ _ _ _ i LIMIT OLS- - o- i QN� . z : i 1 SD\ - _ - - _ - - - - -VAULTED -8'�XS" - - ERV - _ _ - - - - - - v I `P-y� � � GEILIN6 DIFFUSER oo UNIT �, z/O `I��O LOS ET i o i m , � ; R, I \ SD ) SSD I° !� '-0" GL6. , � m PLUMBING RISER DIAGRAM 2Xb CJ DF. #1 O ;; - PROVIDE i 1 PROVIDE SGHLUfER ® I6� O.G. 6"X6'8"\ I'_Ta 7° GM 5'-0" �' �T DRYER VENT I - -- -CL I ROOF- RADIANT HEAT SYSTEM 1 - - - - - - - - ROOF O EXTERIOR /X ', L U'NDR NOT TO SCALE tlwN OUTLINE ROOF OUTLINE ABO / -f � WATER SUPPLY VALUES IN FIXTURE UNITS UNDER TABLE SANITARY ORAINA6E VALUES IN FIXTURE UNITS UNDER PIPE PROTECTION A6AIN5T PW51GAL DAMAGE. IN FLOOR 4 UNDER -I s, " SHOWER PAN A5 = TUB I I b G. - - - I 2803.6 NY5 RES.CODE TABLE 3004.1 NYS RES.GODS ABO I RIDGE PO (SEE SHEET A-4) I i 84 i (5EE I VE TIMER i i N_ - I KITCHEN SINK 0 2 FIXT. UNITS EACH. = 2 TOTAL IN CONGEALED LOCATIONS,WHERE PIPING OTHER THAN DIRECTED BY RD - I I KITCHEN SINKS 1.4 COMBINED= 1.4 TOTAL Architect registration expires 9-30-23. A-tlLOFT I d i I DISHWASHER ® 2 FIXT.UNITS EACH. = 2 TOTAL BLACK OR 6ALVANIZED STEEL 15 INSTALLED THROU6H I DISHWASHER 1.0 HOT = IA TOTAL BRAG D 1 6 I I WASHING MACHINES® 4 FIXT.UNITS EACH. = 4 TOTAL �TGHES IN WOOD STUDS,JOISTS RAFTERS RAISE HOUSE ELEV.SOUTHOLD 1/23 - _ - - - I WASHING MACHINES = 1.4 COMBINED = 1.4 TOTAL 16 i WALL LI E - / P T -� - 4 BATHROOMS® 3b EACH = 14.4 4 BATHROOMS® 5 FIXT.UNITS EACH. = 20 TOTAL OR 51MILAR MEMBERS LE55 THAN 1:75 INGHE5(44.45 BUILDING DEPT.COMMENTS 10/22 - - - - -� 1 N - - - - - - - MM) FROM THE RAREST E06E OF THE MEMBER,THE o ` I N 6X6 I PIPE SHALL BE PROTECTED BY SHIELD PLATES 15 BUILDING PERMIT SUB. 5/22 (bat-0 ' o I I�-5 IUC�ST BATH.I 31 xlq VANITY I / SD I kOOF OSI I HOSE BIBS -(2) 5 TOTAL TOTAL FIXTURE UNITS = 28 D.F.U. GOME'LYIN6 WITH AN51 L5-I Ir " " " I '7" I I6'-IOn ABOVE I I TOTAL FIXTURE UNITS = 28.2 " _ _ _ _ _ _ _ _ U51N6 A 4 SANITARY MAIN,DRAINAGE IS ADEQUATE FOR WETLANDS PERMIT VANITY' I i i i i (5EE 5HEET I WATER SUPPLY 15 ADEQUATE FOR A I" SERVICE UNDER UP TO 216 FIXT.UNITS AT A 1/41/FT.MIN PITCH AGC.ORDIN6 PROVIDE 1/2 "PIPING INSULATION ON ALL PIPING IN 14 APPROVAL,SUBMISSION 3/22 I I N i � � � 5'-0 I I i RIDGE POST I B E D ROO A-4) � I TABLE 2g03:1 NY5 RE5.000E TO TABLE P 3005.4.2 NYS RES.CODE UNCONDITIONED SPACES AS REQUIRED BY THE NYS TO SCDHS FOR PERMIT BATH , ' I I _ „ / iz ABOVE 10 ±vAULTD _ 33 Dn LJJ �-� 19' ±VAULTED v q-0 TO PLATE 7 O TO PLATE �� i 'GEILIN6 i `° ► O _ ENERGY GORE, 5EE SHEET EN-2 FOR NOTES 13 NYSDEC REVISIONS 1/22 iv \J GEILIN6 w I (5EE A-8 O I (5EE 0 (2) 2153 d o ip I SECTIONS) I = I R \ Z� fr�MO-HEADER L2X1Q Ni i I i i I I 12 TRUSTEE REVISIONS 11/21 Jim SECTIONS) HEADER HEADER OR W -� TABLE P32013 _ 91 r I (� 1 i� i 1j m LU i� i i �i„cD ;- 19 P3103.1 ROOF EXTENSION.OPEN VENT PIPES THAT EX-TEdD THROUGH A TOWN OF SOUTHOLD SIZE OF TRAPS FOR PLUMBING FIXTURES ROOF SHALL BE TERMINATED NOT LESS THAN 6 INCHES(152 ABOVE m 1 i> 2X8 GJ D.F.#I i I ��� Hi> i 2X8 GJ F.#I i �i�LU rn f- FOR 51: I INCH = 25.4 MM. 11 WETLANDS PERMIT APP. 9/21 1 i ® 1 " O.G. Ili METAL STANDIN6 5EAM ROOF �i ® 16, 111 " .G. i €�=w I - THE T7'C ROOF OR 6 INCHES 052 MM) ABOVE THE ANTICIPATED SNOW DEC REVISIONS 1 a I L i O I II - I i i i �i> U I PLUN>BIN6 FIXTURE TRAP SIZE MINIMUMpNCHES) AGC.UMULATION,WHICHEVER 15 5REATEF WHERE A ROOF 15 TO BE m BATHTUB(WITH OR WITHOUT SHOWER HEAD AND/OR I 10 6/8/21 n I I (3) 2X10 � i I i I - I i i I i i I � USED FOR ASSEMBLY,A5 A PROMENADE,OBSERVATION DECK MAY 28 COMMENTS (3 2X10 HEADER WHIRLPOOL ATTACHMENTS) OR SIINBATHIN6 DECK OR FOR 51MILAR PURPOSES,OPEN VENT PIPES DEC REVISIONS BRAG D I HEADER 1. I (3) I-3 4 X q-I/4 ML HE ER _ 1 BIDET I ,i' SHALL TERMINATE NOT LESS THAN'l FEET(2134 MM) ABOVE THE 9 5/21 i WALL L I' - MARCH 21 LETTER L 2323 335 2335 2q 3 2 DI5H_WA5HER(ON SEPARATE TRAP) I ROOF. - - - FFITOUTLINE_ - - - -�- - _ - - - - - - - 50F IT 01 LINEI- - � � - - - - - - - - - - - -J FLOOR DRAIN 2" DEC REVISIONS RIDGE , OW KITCHEN SINK(ONE OR TWO TRAPS,WITH OR P31032 FROST CLOSURE.WHERE THE q15-PERCENT VALUE FOR 8 HEALTH DEPT. SUB. 10-2020 P05T WITHOUT DISHWASHER AND FOOD WASTE DI5P05ER) I i" ABO RI P05T " DE DESIGN TEMPERATURE IS O°F -Ib°G)OR LE55,VENT T RELOCATE HOUSE 2-2020 EXTENSIONS THROU6H A ROOF OR WALL SHALL BE NOT LESS THAN 3 ABOVE LAVATORY (ONE OR MORE COMPARTMENTS) i i' INCHES Ob IN DIAMETER ANY INCREASE IN THE SIZE OF THE VENT SHOWER(BASED ON THE TOTAL FLOW RATE THROUGH SHAH- BE MADE NOT LE55 THAN I FOOT(3048 MM[) IN51DE THE 6 HEALTH DEPT REV. 11/19 SHOWERHEADS AND BODY SPRAYS) SMA-ENVELOPE OF THE BUILDING. 4'-10" 7'-4" 5'-10" 4'-0" 5'-O" 5'-0" 4'-0" Q'-0" 9'-0" FLOW RAS Ir 5.7 6PM AND LE55 1 in 5 CONSTRUCTION DOCS 9/19 MORE THAN 5:7 6PM UP TO 123 6PM 2" MORE THAN 123 6PM UP TO 258 6PM 3' No. Revision/Issue Date 3'-0" IS'-O" IS'-0" 18'-0" 3'-0" MORE THAN 258 6PM UP TO 556 6PM 4" ROSEBERY bo'-o" ARCHITECTURAL SECOND FLOOR PLAN STOVE STUDIO 0- FIRST FLOOR 1029 SIPP AVENUE SCALE I/4" = I'-O" PROPOSED FLOOR AREA = 1,513 SQ.FT. LEGEND I/2"6A5PIPE MEDFORD, N.Y 11763 PROPOSED ROOF DECK = 384 SQ.FT. PHONE: (631) 730-1262 � NEW 2X4 WALL GON5TRUGTION FAX: (631) 730-5476 NOTE: STEEL AND WROU6HT-IRON PIPE SHALL E-MAIL: rosebery@optonline.net ® NEW 2X6 WALL CONSTRUCTION 6A5 METER BE AT LEAST OF STANDARD WEIGHT WEBSITE: HARDY HFX SHEAR WALL COORD W/UTILITY GO O (SCHEDULE 40) AND SHALL COMPLY WITH ONE VENTILATION SCHEDULE ACCORDING TO SECTION M 1507.3 NY5 RES CODE BRAGED WALL REQUIREMENT5-5EGOND FLOOR OF THE FOLLOWING STANDARDS: www.roseberyarchitect.com TABLE 602.10.5.1 CARBON MONOXIDE DETECTOR FURNACE HOT WATER Project Name and Address WIND EXPOSURE B - SEISMIC DESIGN GATEGORY B �GM INSTALLED IN CONFORMANCE WITH I'6A5 PIPE I. A5ME 1336.10, IoM AREA DE5GRIPTION OGGUPANT DENSITY VENTILATION PROVIDED SECTION q15 OF THE INTERNATIONAL 4h 4H 2. A5TM A53; OR ZENK RESIDENCE BRACED BRAGING OVERALL TABLE 602.103 (2) ADJUSTMENT BRACED 6RADE 3. ASTM AIO6. WALL METHOD LENGTH MIN. LENGTH OF FACTOR IF WALL FIRE CODE, ONE PER FLOOR, ONE KITGHEN5 N/A 100 GFM INTERMITTENT NEAR THE FURNAGE/BOILER AREA NEW RESIDENCE LINE (5EE TABLE OF WALL BRACED WALL REQUIRED LENGTH (NFPA 720) INCOMING L UT SERVICE I/2"6A5 PIPE PLANS) 602.10.4 (I-STORY 4 ROOF) TABLE PROVIDED (GOORD W/LOCAL UTILITY GOA CELLAR LIVING AREAS BA5ED ON BEDROOMS-5 TOTAL 75 GFM INTERPOLATED VALUE 602.10.3.3. (5EE PLANS) Q HD HEAT DETECTION RATED FOR THE TOILET N/A 50 GFM GONTINUOU5, 20 GFM INTERMITTENT AMBIENT OUTDOOR TEMPERATURES GAS GAPAGITY IS CONSIDERED 60 280 CEDAR POINT DRIVE, SHALL BE INSTALLED IN ATTAGHED NOTE: ATTACHMENT TO WALL SHALL BE GFH FOR THE UNIT. I" 5GHEDULE 40 6ARA6Es. SOUTHOLD, NY NOTE: AIR SUPPLY 15 GON5IDERED AIR INFILTRATION THROUGH THE: FAN CONTROL WITH MANUAL OVERRIDE AS REQUIRED 13 6WB 34.3' 6.7 1.0 12.2 IN ACCORDANCE WITH P5E6 GUIDELINES PIPE IS REQUIRED IN BUILDING ENVELOPE,OPERABLE WINDOWS AND THROU6I4 EXHAUST DUCTS IN TIMER BY CODE TO RUN ON 2 - 4 HOUR INTERVALS OR 5MOKE DETECTOR INSTALLED IN AND SECT. 308 OF NY5 FUEL GAS CODE. AGGORDANGE W/ TABLE FG 402.5 TOWN OF SOUTHOLD BATHROOM,KITCHEN,AND INACTIVE EXHAUST UNIT WHEN OTHER FANS ARE 51N6LE 8 HOUR INTERVAL G W5P 343 6.7 1.0 12.2 ACCORDANCE WITH SECTION 8314 BEING OPERATED OSD SCTM. NO. 1000-90-2-14.1 D W5P 21.0' 4.1 ID 17.1 NY5 RES. CODE ONE PER BEDROOM, 200 200 GFM GAPAGITY UNIT, 100 GFM EXHAU5T FAN 51ZED IN ACCORDANCE WITH ONE IN THE VICINITY THERE OF, AND NOTE: 6A5 PIPING SHALL NOT BE USED EZV GFM �DNT�AT o /PER�DAY TABLE M 1507.33 (1) OF NY5 RES CODE E 6WB 21.0' 4.1 1.0 5A ONE ADDITIONAL PER FLOOR A5 A GROUNDING ELECTRODE, SEE Project sheet 'n„T ARE I D E f'ROJIDE GALGULATION5: bO GFM CONTINUOUS AIR REQUIRED SECTION 301 NYS FUEL 6A5 GODE. NOTE: A HROOMS FROM TABLE FACTOR X 3.0 WHEN FAN 15 RUN 33% OF I W5P 21.0 4.1 1.0 5A EXHAUST FAN-PANA50NIG NHI5PER WITH A MEDICINE GABINET} � �XY STAR DAY 180 GFM REQUIRED, 180 GFM PROVIDED GAS RISER DIAGRAM ~ OWNER RATED - FANTEGH OR EQUAL z GREEN VENTILATION FAN 80 GFM Date 2 W5P 34.3 6.7 1.0 11.4 GONTINUOU5-30 GFM INTERMITTENT DECEMBER 2018 A-3 NOTE: RANGE HOOD OVER KITCHEN APPLIANCES (CODE REQUIRES 50 GFM NOT TO SCALE MUST HAVE AN EXHAUST RATE OF 100 GFM 3 6WB 34.3' 6.1 1.0 12.2 INTERMITTENT, 20 GFM CONTINUOUS scale INTERMITTENT OR 25 GFM CONTINUOUS AND MUST BE -DIRECT TO EXTERIOR) AS NOTED DUGTED DIRECTLY TO EXTERIOR. 4 W5P 34.3' 6.7 ID 12.2 8315.1 GENERAL. CARBON MONOXIDE ALARM5 SHALL ® WOOD STRUCTURAL POST BE PROVIDED IN ACCORDANCE WITH SECTION 115 OF 5 WSP 21.0' 4.1 I.O 17.g 4"x4" OR b"x b" Drawing DEPENDING ON WALL THE 2015 IFC. INSTALL I PER FLOOR, OUTSIDE OF 6 6W5 21.0' 4.1 I.O 5.q THICKNESS SECOND FLOOR SLEEPING UNITS IN ACCORDANCE WITH IFC x15.2, AND IN THE UTILITY ROOM IN Ar WITH IFG 115.1 HD 51MP50N HOLD DOWN ALL DETEGTOR5 ARE TO BE WIRED INTO THE PRIMARY POWER SYSTEM WITH BATTERY BAGKUP. QT THERMOSTAT LOCATIONS PLAN G A ROOF UNDERLAYMENT NOTE-5. A-g A-1 FOR ROOF 51-OPE-5 FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12),UP TO FOUR UNITS VERTICAL LINE OF 5EGOND FLOOR REAR BALCONY BELOW LINE OF SECOND FLOOR REAR BALCONY BELOW B 12 UNITS HORIZONTAL (4: DERLAYMENT SHALL BE TWO LAYERS APPLIED INN THEEFOLLOWING MANNER: APPLY A la-INCH STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STARTING AT THE EAVE5, 5TARTIN6 AT THE EAVE,APPLY 36-INCH-WIDE SHEETS OF UNDERLAYMENT, TEE-CUPS;PLACE 2 TEE—CLIPS TEE-CUPS; DO NOT USE OVERLAPPING SUCCESSIVE SHEETS la INCHES. ABOVE VALLEY FLASHING. FASTENERS OVER VALLEY DISTORTIONS IN THE UNDERLAYMENT SHALL NOT INTERFERE nASHI''O GENERAL NOTES WITH THE ABILITY OF THE 5HIN6LE5 TO SEAL. L'c� ""a • FIELD CLT PANEL RIDGE GAP;4END LAPS WITH CONTINUOUS SEAM AND FORM CAULK AT IAM POP RIVET M ZEE CLOSURE THIS DRAWING, PREPARED FOR THE FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 PANEL PAN AROUND AT 40.O.C. MAX.CAULX RIVET HEADS coNnNuous BEAD of SPECIFIC PROJECT INDICATED, IS AN CLEAT OF VALLEY CONTE BETWEEN ZEE 4 UNITS HORIZONTAL (4:12) OR 6REATER,UNDERLAYMENT FLASHING BERRIDGE TEE–PANEL LEC CLOSURE TEE_pANEl INSTRUMENT OF SERVICE,AND THE SFfALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER: •SHAP-aN SEAM AND SEAN PROPERTY OF ROSEBERY ARCHITECTURAL INE OF 5EGOND FLOOR BELOW = - - UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, TEE-PANEL ZEE CLOSURE 17 7� 7171771 rlPARALLEL TO AND 5TARTIN6 FROM THE EAVE AND (Cur TO FIT BETwLFN sFAMs) LAP FELT ovER RIDGE STUDIO AND JOHN D. ROSEBERY X D 2X10 RR— O LAPPED 2 INCHES,DISTORTIONS IN THE UNDERLAYMENT TEES;�'o•C• ARCHITECT PLLC. D.F.F,#I 6X6 P05T 6X6 POST t 514ALL NOT INTERFERE WITH THE ABILITY OF THE SHINGLES FASTENERS; MIN.z PER ZEE CLOSURE Ib" - — 16 TO SEAL. END LAPS SHALL BE 4 INCHES AND SHALL B ® I6 O.C.— BELOW BELOW - F THIS OFFSET BY 6 FEET. FASTENERS;40.O.C. PROJECT IS PROHIBITED. ANY OALTERATION F_ E , - CVAT 1S FASTENER HEAo OR REPRODUCTION OF THIS DOCUMENT IS LINE OF SHED ROOF _ LINE OF 5HED ROOF 11-0" ON BEARING WALL _ - I 11-011 � u Nuous BEAD c��1 W 6X6 POST SOLOS VALLEY FLASHING i 3O FELT ALSO PROHIBITED WITHOUT THE WRITTEN UNDQ2LAEAQI CONSENT OF THE ARCHITECT. 30 FELT UNDERLAYMENT SOLD SHEATHING 6X6 P05T AREA OF �, BELOW S0i�1T FASTEN THROUGH VALLEY *SNAP–ON SEAM I5 COVERED UNDER US PATENT NO.4.8441, BELOW ONLY AT TOP OF FLASHING s'e FUTURE SOLAR x_ PHOTOVOLTAIC 5Y5TEM5. (IF IN5TALLED) UNDER LAP.NO FASTENERS ARE TO BE EXPOSED ON 14, PANELS PHOTOVOLTAIC, 5Y5TEM5 SHALL BE DE516NED AND TOP(OVERLAPPING)VµyEy •, t. FIELD Ctlr ZEE CLOSURE TO FIT BETWEEN SEAMS. 2X10 RR D.F.#I - p �/ _�.- 2X10 RR D.F.#I IN5TALLED IN ACCORDANCE WITH 5EGTION5 R3243.1 :, t`":;,12•LAP 2. SOLID SHEATHING (BY OTHERS)TO BE MINIMUM 1/2- PLYWOOD OR EQUIVALENT IN 0 16" O.G. / i 3 ® I6" O.G. THROUGH R324.7.2.5 AND NFPA 70. INVERTERS SHALL STRENGTH FOR HOLDING POWER OF FASTENERS. CONSULTANTS: 3. ALL FELT BE L15TED AND LABELED IN ACCORDANCE WITH UL =.t titi, o INSTALLED BY THE OOFING INSTALLERNAACCORDANCE ND WITH THE REQUIREMENTARE ITEMS TO BE FURNISHED NOF NYSBC. 6X6 5T c� ® 6X6 05T — 1741. 5Y5TEM5 CONNEGTED TO THE UTILITY GRID , � � F_FINISH SIDE BELO BLOW SHALLINTERU5�NVERTER5 L15TED FOR UTILITY �e; 1r41L�w k ROOF ACCESS POINTS FOR THE PANEL OF 3'-0" MIN 1 N. F F-t•-I-r 'L WIDTH ARE TO BE PROVIDED. CAULKINOR 0" OPEN HEM I 1 CLEAT OF VALLEY y - GHIMNEY WITH - 3 AGGORDING TO SECTION U 103 NY5 RES. CODE THESE E,uMNc i coNITNuous BEADS OF t.AEAx AT IAPB roa>E cAP�Ct�• z� FLA5HING t GRIGKET ARE THE LOGATION5 OF APPROXIMATELY 520 50.FT. CLOSURE ❑ I I I I I�� m OF AREA REQUIRED FOR THE PLACEMENT OF SOLAR VALLEY DETAIL; ISOMETRICWe_ SHED ROOF RIDGE T5 5 X 5 X Y4 PANELS. 714 5Q.FT. 15 REQUIRED AS A DE516N GUIDE CAP DETAIL �- AREA OF - BELOW AREA OF o TO ACHIEVE 3 WATT5 PER 5Q. FT. OF LIVIN6 SPACE o- - I I I A III I I I 1 1 1 1 1 1 III o TEE-PANEL SYSTEM FUTURES PANELS - _ 11 w I2X4o BETTERHEADERTRIIGTURAI_RIDGE _ - I FUTURE LAR u� T ROOF STRUCTURAL DISI NAND 15 KATT5 PER 50. FT. OF S ADEQUATELAR ARRAY. ro TEE-PANEL SYSTEM ��- T5 5 X 5 X Y4 A-'1 ACCOMMODATE THE IN5TALLATION OF A _ PHOTOVOLTAIC SYSTEM,AS THE WEIGHT OF THE BELOW - z S X_ x_ a- g SYSTEM 15 CONSIDERED AT 3 P5F. PLACE ALL ROOF 065TRUGTIONS[CHIMNEYS,VENTS, TFE-PANEL LEG I I I I I I PIPES,ETGJ A5 CLOSE A5 PRACTICAL TO THE RIDGE *SNAP-ON SEAM �L' (2) 1 3/4'x 4 1/4' j I`_ OR CUTTER AND AT THE NORTHERN PORTION OF THE TEE cuP; USE 2 AT EAVE I MICRO 1 SHED RAFTER 11 BUILDIN6 50 THAT THE 5HADOW5 FROM T}� 4 4 L Cts, BATH X- " , SH i LL, OB5TRUCTION5 WILL NOT CAST A 5HADOW OVER THE FASTENERS) €0' O.C.MAX. PoDOE/Hm CAP;4'END LAPS WITH EXHAUST p LINA OF SHED ROOF p — coNn uouS CAUL[AT LAPS. O O — -- FUTURE PHOTOVOLTAIC SYSTEM. PO?o ZEE URE' ZEE CLOSURE N.z PER SOLID SHEATH '^ LiCC LL T��µd�G BETWEEN BEAD OF CAULK 3— — — # I - BLTWEfIR ZEE CLOSURE, JLILO 2X10 RR D.F. I _-- •sNAP�oN sFAM TEE–PANEL ANO SEAM , # ® I6 O.G. I— EAVE FLASHING) 4' END LAPS VI TEE—CLIPS; CAULK RIVET DADS �" [ 2X10 RR DF. 1 .F— CONTINUOUS CAULK AT LAPS sO'O.C.MAx cf) ® 16" O.G. I m I I "� -er- raR S s, 1- I _ _ \— I CHANNEL tCDL[A2 IN) N 30 FELT Q I *UNDERLAYMENT LINE OF SHED ROOF _ �' pRx L� U k— FIELD CUT AND FORM PANEL PA C�` QpL[ I (Y + AROUND EAVE FLASHING ON BE r - _ �,� _I �1��(_��° - _ SOFFIj • T — — —50FFIT FASTENERS) 20' D.C. MAX _ gA — — ,6X6 P05T- Ro �ARE S TO i 30 FELT UNDERLAYMEM Architect registration expires 9-30-23. _L _ ATTACHMENT TO ALUMINUM FASCIA ) SOLO SHEATHING bXb P05T - EXHAUST (xV � I I I i BELOW_ *SNAP—ON SENA IS COVERED UNDER US PATENT NO.4.641.475. 16 RAISE HOUSE ELEV.SOUTHOLD 1/23 BELOW 6X6 P05T -- INSTALLED, BUILDING DEPT.COMMENTS 10/22 4'_ 8-SECTION FROM -1 KITCHEN VENT EACH PANEL LEG AT EAVEARE AND FtXRSNIP PANEL PANXIMATELY AROUND EAVE FLASHING. 1. FIELD CUT ZEE CLOSURES TO FT BETWEEN SEMIS. b P05T BELOW - 4,- BE OW — H2. SOLID OLDING POWER HI FASTENERS.OTHERS) TO BE MINIMUM INSTALLEDYWOM OR TOENSTALENTI IN STRENGTH FOR 2. SOLID SHEATHING OR (BY NG POHER ) FBE ASTEMINIMUM 1/2- PLYWOOD OR EQUIVALENT IN 15 BUILDING PERMIT SUB. 5/22 D E OW — 3. ALL FELT UNDLTRLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS T'0 BE FURNISHED AND 3. ALL FELT UNDERLAYMENT, CAULKING AND FASTENERS, ARE ITEMS TO BE FURNISHED AND INSTALLED BY THE ROOFING INSTALLER IN ACCORDANCE WITH THE REQUIREMENTS OF NYSBC, INSTALLED BY THE ROOFING INSTALLER IN ACCORDANCE WITH THE REQUIREMENTS OF NYSBC. WETLANDS PERMIT 14 APPROVAL,SUBMISSION 3/22 A-8 AREA OF 2X10 RR DF. #I- I I 1 AREA OF - F-FINISH SIDE F-FINISH SDE TO SCDHS FOR PERMIT FUTURES R ® I6"O.G. - �1 i — FUTURE 50LAR PANELS I--I F // -- 13ATH ( I I I i i _ �T F F1, +L, 13 NYSDEC REVISIONS 1/22 EXHAU5T_ .. 's li - V I F 4; ./ OPEN HEM yF Ll __ 2X10 RR D.F.I METAL 5TANDIN6 SEAM ROOF — 2X10 RR PP. ■ I I . BEL ' ` VOL. - - 1— 12 TRUSTEE REVISIONS 11/21 ® I b O.G. — — ® — _ -- T RIDMMP CAP ZEE CLOSURE _ -- EAVE FusHINO CHANNEL TOWN OF SOUTHOLD LINE OF 5EGo FLOO BLOW- { — _LINE OF SECOND B Old - — EAVE DETAIL RIDGE AND HIP DETAIL 11 WETLANDS PERMIT APP. 9/21 � __ ETA L _ 10 DEC REVISIONS 6/8/21 MAY 28 COMMENTS ` Q � 6X6 POST bXb P05T_J � DEC REVISIONS - BELow BELow - STANDING SEAM METAL ROOF DETAILS - N.T.S. 9 MARCH 21 LETTER 5/21 8 DEC REVISIONS 10-2020 HEALTH DEPT. SUB. 7 RELOCATE HOUSE 2-2020 ROOFPLAN 6 HEALTH DEPT REV. 11/19 5 CONSTRUCTION DOCS 9/19 No. Revision/Issue Date ROSEBERY ARCHITECTURAL STUDIO NAILING: 1029 SIPP AVENUE ED6E5: 6" ON CENTER CHIMNEY MEDFORD, N.Y 11763 FIELD: 12" ON CENTER RIDGES PHONE: (631) 730-1262 FAX: (631) 730-5476 y NAILING IN SHADED AREA . RAKE ED6E5 E-MAIL: rosebery@optonline.net K WIDE FROM WALL E06E OR RIDGE 5KYLIGHT WEBSITE: NOT INCLUDING OVERHANGS): www.roseberyarchitect.com `,/ALLEYS • E06E5 $ FIELD: 6" ON CENTER 4 Project Name and Address OVERHANGS ;i ZENK RESIDENCE NEW RESIDENCE NAILING FOR WALL 5HEATHIN6. ' ED 6E5: 6" ON CENTER EAVE FIELD: 12" ON CENTER 280 CEDAR POINT DRIVE, SOUTHOLD, NY SEE NAILING SCHEDULE FOR 140 MPH '., ,;;> DORMER WIND ZONE TOWN OF SOUTHOLD ON SHEET A-0.2 SCTM. NO. 1000-90-2-14.1 Project Sheet ICE & WATER PROTECTION DIAGRAM 2018-45 NOTE: PROVIDE AGGORDIN6 WATER 4 ICE PROTECTION Date ATTACHMENT DIAGRAM IN AREAS WHERE 5HOWN. DECEMBER 2018 A-4 ROOF AND WALL 5HEATHIN6 Scale ATTACHMENT DIA67RAM5 - N.T.5. AS NOTED Drawing ROOF PLAN ABOVE POINT 10' AWAY EXTEND BRIGK GHIMNEY 4 FLUE A5 Q REQUIRED 2'-0" ABOVE NEARE5T RIDGE H_EICHT N POINT 10 FEET AWAY EL. 28'-4"+/— (35' AB_OVE 12 RID CE_HEIGHT GEDAR 12 AVG. GRADE) EL. 25'-4n+/- ROOF 5HINGLE5 4" ERV VENT ® 15" DIA GABLE END VENT , 12 12 GENERAL NOTES BOARD 4 BATTEN 51DIN6 TOP OF PLATE THIS DRAWING, PREPARED FOR THE EL. la'-I"+/- — PROJECTSPECIFIC N IX6 AZEK TRIM INSTRUMENT OF SERVICE,AND HE HEAD HE I C HT _ PROPERTY OF ROSEBERY ARCHITECTURAL IX6 AZEK TRIM ON 10" STUDIO AND JOHN D. ROSEBERY 2 FA5GIA ARCHITECT PLLC. INFRINGEMENT OR ANY USE OF THIS 2335 2335 PROJECT IS PROHIBITED. ANY ALTERATION, \ / IXIO AZEK TRIM OR REPRODUCTION OF THIS DOCUMENT IS 2115\3 2q53 2aS3 2L153 ALSO PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 5EGOND FLOOR EL. 0t7 _ DENTAL MOULDING ON 6TRIM TOP OF PLATE CONSULTANTS: CEDAR STANDING SEAM METAL ROOF ROOF AGGENT OVER ENTRY I14 ® ® 1 =14- 11 LAP 510IN6 WITH 6" EXP05URE 5 335 PELLA GA5EMENT t d ITRAN50M WINDOW5 W/ 2853 3 ?�i53 T77IX4 AZEK TRIM F I RST FLOOR _ E L. O'—O" (EL. 14.1) — — — IXIO AZEK BA5E TRIM F3523 Ell 10-0 xl O %t;L GLOPAY R < TURNGRAFT OR., .. ';. 6ARA&E DOOR —1 W/ IX4 TRIM �u � .. EQUAL STRUGTU 7 1"X4" AZEK TRIM I PVG LATTIGE BASEMENT SLAB SLAB EL EL. 5.1 L - - - 1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — � GONG WALK UP TO SIDE _ GARAGE SLAB EL GONTRAGTOR TO I I I DOOR EL. —q'—O" E Architect registration expires 9-30-23. PROVIDE ENTRY LIGHT 8 DOORBELL OWNER TO I I 16 RAISE HOUSE ELEV.SOUTHOLD 1/23 SELECT STYLE BUILDING DEPT.COMMENTS 10/22 L -11 - - - - - - - - - - - - - - - - - - - - - - - - - - - J EAST E L EVAT i O N AZEK TRIM AT BASE 15 BUILDING PERMIT SUB. 5/22 OF WINDOW WETLANDS PERMIT PELLA FTO SCDHSRMI FRONT ENTRY 14 APPROVAL,SUBMISSION PERMIT 3/22 DOOR 51DELI67H ABOVE POINT 10' AWAY 13 NYSDEC REVISIONS 1/22 EXTEND BRICK CHIMNEY 8 Q RIDGE HEIGHT FLUE 2'-6" ABOVE RIDGE LINE 12 TRUSTEE REVISIONS 11/21 EL. 2828'-4"+/- (35' ABOVE �y _RIDGE HEIGHT AVG. GRADE) 12 EL. 25'-4"+/- 11 TOWN OF SOUTHOLD IXIO FA IA IX6 TRIM - GEDAR WETLANDS PERMIT APP. RID GHEF 9/21 `r ROOF 5HINGLES DEC REVISIONS - �E _ — '-4"+/- 12 10 MAY 28 COMMENTS 6/8/21 E�--• 25 REVISIONS 5/21 ® f. MARCH 21 LETTER 18 DIA GABLE END VENT DEC REVISIONS 1� I 8 HEALTH DEPT. SUB. 10-2020 i 7 RELOCATE HOUSE 2-2020 TOP OF BOARD 4 BATTEN SIDING EL. Iq —I11+/- 6 HEALTH DEPT REV. 11/19 HEAD HEIGHT _ 5 CONSTRUCTION DOCS 9/19 IX6 AZEK TRIM ON 10" FA5GIA No. Revision/Issue Date 2b80 -280 FIX1280 2650 m m 268° 1250 1280 268°FIX FIX ROSEBERY 4150 4180 4150 4180 - ARCHITECTURAL 5EGOND FLOOR STUDIO TOP OF PLATE 1029 SIPP AVENUE _ — 10 " -o MEDFORD, N.Y 11763 '-O GEDAR 2' ^I1 IX6 AZEK TRIM ON 10" FAX:: (631) 730-5476 PHONE: (631) 262 v FASCIA ROOF ACCENT � E-MAIL: rosebery@optonline.net WEBSITE: www.roseberyarchitect.com 13'-0" WIDE X 6-5" De 011 011 Project Name and Address HI6H FOLDING ZENK RESIDENCE OUT5WIN6 DOOR ci680 8650 NEW RESIDENCE 45" HEIGHT STEEL $ GABLE 6LA5 6 META 4 CABLE RAILING GATE ON AGGE-55 510E ONLY 280 CEDAR POINT DRIVE, RST FLOOR O (EL. 15.1) SOUTHOLD NY CEDAR DEGKIN6 EL. O'— " TOWN OF SOUTHOLD 4X4 KNEE BRACE SCTM. NO. 1000-90-2-14.1 45" HEIGHT X 36" MIN. WIDTH I PVG LATTIGE Project Sheet 5TEEL 4 GABLE GATE 2018-45 I 6X6 P.T. P05T (5EE FOUNDATION PLAN) Date DECEMBER 2018 A-5 BASEMENT SLAB Scale I I I I I I I I i I I I I I I I I AS NOTED I I I I I I I I I I EL. —8'-10" (EL. 6.2) I I I I I I I I I I I I I I I I I I I I Drawing WEST ELEVATION POOL BEYOND EL. 10.0 AT BASE ELEVATIONS SCALE I/4" - 1'-0 '1 RIDGE HEI GHT _ EL. 28'-4"+/- (35' ABOVE AVG. GRADE) I — RIDGE_HEIGHTAlk I,. CEDAR ROOF SHINGLES � � GENERAL NOTES TOP OF PLATE EL_Ia'-1"+/-� THIS DRAWING, PREPARED FOR THE —� SPECIFIC PROJECT INDICATED, IS AN INSTRUMENT OF SERVICE,AND THE _ HEAD_HEIGHT PROPERTY OF ROSEBERY ARCHITECTURAL / \ EL. 11'-8"+/— STUDIO AND JOHN D. ROSEBERY X4 AZEK CORNER ARCHITECT PLLC. BOARD / \ \ / INFRINGEMENT OR ANY USE OF THIS 35 /3; 1 PROJECT IS PROHIBITED. ANY ALTERATIONLi LILL , 53 OR REPRODUCTION OF THIS DOCUMENT IS METAL d GABLE RAILING ALSO PROHIBITED WITHOUT THE WRITTEN 3'-0" HEIGHT SEGON_D FLOOR CONSENT OF THE ARCHITECT. — EL. 11'-0" IX6 AZEK TRIM ON 10" _ TOP OF PLATE FA5GIA _ EL. 10'-O" CONSULTANTS: LAP 51DING WITH 6" EXPOSURE IH 11 3-914 F-714 1 =4 PELLA GA5EMENT 4 U I L JD 1--T 11-- TRAN50M WINDOWS W/ IX4 AZEK TRIM O�tG� QtG� Qt`s \ / 23'3 LL 355q 35 METAL 4 GABLE RAILING 5-0" HEIGHT GEDAR DECKING EL. 0'-0" (EL. 14.1) PVG LATTICE r 6PT. J•: X6 POST SEE FOUNDATION PLAN) w ., .. 3535 . -- + 3535 : y" SWIMMIN .• . G POOL BEYOND " • •' r . t s t,.r ti r 5EE DRAWINGS 3 �4 EL C - �. BASE EL. 10.0 Q , V M �r. rJ« [ l r. 'v I � 1♦ s . :.. A - - - - - - - - - - - - - -� - - - - - - - - - -ROOF I — I — — BASEMENT 5LAB y. _ q 11 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J " (EL. 5.2) LEADER - L � L_ J 44 ROOF EL. 8'-10 DIRECT VENT FOR HEATING LEADER EQUIPMENT Architect registration expires 9-30-23. PVC PIPE TO DRAIN NOTE: DIRECT VENTS MUST BE 3'-0" 16 RAISE HOUSE ELEV.SOUTHOLD 1/23BUILDING DEPT.COMMENTS 10/22 FROM ABY OPENING IN ACCORDANCE WITH NYS RES CODE 15 BUILDING PERMIT SUB. 5/22 WETLANDS PERMIT 14 APPROVAL,SUBMISSION 3/22 j _RIDGE HEIGHT DRYER VENT TO SCDHS FOR PERMIT � T EL. 2&'-4"+/- (35' ABO—VE I 13 1/22 AVG. GRADE)� NYSDEC REVISIONS RIDGE HEIGHT 12 TRUSTEE REVISIONS 11/21 1 11 TOWN OF SOUTHOLD EL. 25'-4"+/- I WETLANDS PERMIT APP.DEC REVISIONS 9/21 10 MAY 28 COMMENTS 6/8/21 9 DEC REVISIONS 5/21 MARCH 21 LETTER TOP OF PLATE 8 DEC REVISIONS 11 10-2020 HEALTH DEPT. SUB. MV 1 HAD HEIGHT — 7 RELOCATE HOUSE 2-2020 EL. 1?'-8'1+/— DRYER VENT / \ 6 HEALTH DEPT REV. 11/19 / \ 5 CONSTRUCTION DOCS 9/19 CEDAR ROOF SHINGLES \ / \ / 355 .3553 No. Revision/Issue Date SECOND FLOOR ROSEBERY E$ L. II'--0'7 J- TOP OF PLATE — — — ARCHITECTURAL VEL. 10'-0" - STUDIO VENT FOR RANGE - 1029 SIPP AVENUE MEDFORD, N.Y 11763 ® ® ® ® ® II PHONE: (631) 730-1262 / FAX: (631) 730-5476 / / / / \ E-MAIL: rosebery@optonline.net AZEK CORNER / / / / / \ ry@optonline.net BOARD WEBSITE: \\ www.roseberyarchitect.com 3553 3553 2a 3553 53 3553 355?S X553 Project Name and Address IXIO AZEK TRIM ZENK RESIDENCE BOARD FIRST FLOOR _ _ NEW RESIDENCE VEL. O'-O" (EL. 14.1) Y. { ,.,. •.5 • A .. , • •,. •. .. i r• . 3523 280 CEDAR POINT DRIVE SOUTHOLD, 3523 r . .� OUTH O N Y • J Y TOWN OF SOUTHOLD Fr 3-O MIN SCTM. - - NO. � 1000 0 90 2 14.1 •c' ' is i v . i•' :-4'%' Project Sheet r � r ,1. �,' 201 4 8 5 „ GARAGE 5LAB EL Date -$ — — I IREGT VENT FO POPL HEATING DECEMBER 2018 EL. -G'-O" EL. 5.1 I I I I A-6 QUIPMENT N TE: DIRECT VIENT5 MU5T BE I I scale 6° P1/G PIPE TO DRAIN I FROM ANY IOPENING IN I I AS NOTED i 24"X24 PENT -ACCORDANCE kCrH N Y5 RE5 L- J L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --1- - - - - - - - - - - - - - CODE Drawing E-- 0_NEVATION 6" WO PIPE TO DRAIN ELEVATIONS AIR VENT OR EQUAL CONTINUOUS R106E VENT SEE SHEET A-02 W 12X40 BETTER HEADER 5TRUCTURAL RIDGE - RIDGES HEIGHT ROOFING SPECIFICATION EL. 25-4 +/- CEDAR ROOF SHIN6LE5 OVER 15# FELT PAPER, 1/2" GDX 5FEATHIN6 ON (3) " LAC,BOLTS PER 2X10 R.R. ® Ib" O.G. CONNECTION (TYP) ROOF ERL YMENT PROVIDE IGE SHIELD AND ROOF UNDERLAYMENT TO 24" FROM EXTERIOR WALL ACCORDING 2-0" 12 12 3 SECTION q05 OF NYS BUILDING GORE ROOF NDE YMENT 5� � GENERAL NOTES 2X10 G.J. ® I6" O.G., 0 R.R. ® I6 O.G. wl CONNECTED TO R-306 BATT IN50L \ TOP OF PLATE @ SHED ROOFd, THIS DRAWING, PREPARED FOR THE CONTINUOUSLY VENTED VINYL. SOFFITIOR WALL 5PEGIFIGATIONS EL. 20-I +/- RAFTERS W/3-I/2 STEEL \ M � �� PROJECT INDICATED, IS SERVICE,AND THEN L 6 BOLTS W/R-30G ( 2X8 R.R ® Ib" O.G. w b LAP 51DIN6 04ARDIE or EQUAL) SEE BATT INSUL COLUMN I R-21 BATT INSUL® PROPERTY OF ROSEBERY ARCHITECTURAL I X 6 ALUMINUM WRAPPED FASCIA WALL ELEVATIONS,ON I RI61D INSULATION OVER (4) 1 3/4' II 7/8" MIGRC Lf 4M I (SEE PLA TYVEK HOUSE WRAP , 1/2" GDX PLYWOOD STUDIO AND JOHN D. ROSEBERY PELLA ARCHITECTURAL RESERVE WINDOW -SEE 6X6 P05T PROP %EATHIN6,(2) 2x6 TOP PLATE,2xb STUDS,® ARCHITECT PLLC. FLOOR PLANS 5UPPORTIN6 I LOFT 16" O,G„(1) 2x6 BOTTOM PLATE, 15' OPEN VALLEY IN CELL INSULATION WITH 3�" R-15 BATT INFRINGEMENT OR ANY USE OF THIS PROVIDE 2X8 WALL IN FOYER AREA, INSULATE WALL BEYOND PROP R-30 IN5UL INSULATION, a 1/2' GYP. BD TO INTERIOR PROJECT IS PROHIBITED. ANY ALTERATION, WITH 2' CLOSED CELL INSULATION AND 3 (SEE PLAN) TO 4'-0" OTD WITHOUT F THIS THWRITTEN DOCUMENT IS UNLACED BATT INSULATION(R-27 TOTAL) �' GYP. H L L ALSO PROHIBITED WALL BOARD TO INTERIOR 3 5EE PORTAL FROM 2-0 CONSENT OF THE ARCHITECT. v FRAME 36" HIGH H IL EXTERIOR12 ROOF VVERLAYMENT FIRST FLOOR 5PECIFIGATION QL DETAIL ON PE NY5 5 SEGON_O FLOOR FINISH FLUOR SELECTION BY OWNER OVER 3/4" GDX SFfEEI'A-8 PROVIDE METAL FLA5HIN6 AT� — ROOF/WALL CONNECTION,2X8 MAILER EL. I I'-O" PLYWD. SUBFLOOR ON TJI FLOOR J015TS ® I6' O.G.,WV GRO55 BRIDGING ® MID-5PAN 0 8'-0" O.G.OR II -10' TJI 230 FJ® 16" O.G. TOP OF PLATE CONSULTANTS: BLOCKING AGGORDIN6 TO SECTION 502 RCNY5- I i" X _ 5TANDIN6 SEAM METAL ROOF ON �" COX Q J" LVL RIM J015T ON 2-2xb AGE SILL - (4) 15/411< II 7/8" MIGROLAM (3) 1-3/4" X II-7/8" PLYWOOD ON 2X8 ROOF RAFTERS 0 I6' EL. 10 O PLATE-PROVIDE 2" RIGID INSULATION AT RIM J015T5 MIGROLAM _ O.G. (SEE ELEVATION5) 5" CLOSED CELL (i2-35) INSULATION BETWEEN JOISTS,6" R-30 INSULATION TO 4' VINYL SOFFIT ON 2X6 CEILING JOISTS TYPE X GYP. BOARD CEILING I6' O.G. FOUNDATION WALL CONNECTION SPEC. FROM EXTERIORPROP FIBERSLA55 STRUCTURAL COLUNM - HB 5/8" ANCHOR BOLTS Wv T EMBEDMENT ON 2-2X6 PROVI 1/2" COX P1 PROP COV AN MILLWORK OR EQUAL AGE SILL PLATE WITH SILL SEAL 4 TERMITE SHIELD. SEE FOUNDATION PLFOR BOLT ON SIDES OF DECK 51'AGIN6,6" MIN FROM CORNERS, 12" MAX. " 6 ARD TO IN FOYER j23ELEVATIONS SIDING BEYOND METAL t CABLE RAILING -OWNER TO PROVI 5" OL05ED SELECT 3'-0" HE16HT CELL I SOLATION 36" HEIGHT GLASS RAILING- PROVIDE B N JOISTS DECK SPECIFICATION IMPACT GLASS AS REQUIRED BY CODE. (R-35) J"X 6' CEDAR DECKING(OWNER TO FIRST FLOOR 5ELEGT) ON 2X8 P.T. DECK JOISTS ® — O 16" O.G. WITH BLOCKING AT MID SPAN EL. 0'-0" (EL. 15.1) PROP05ED 3-2X12 AGQ 61ROM ON 6"Xb" PO5TS ON (3) I "X II 2-2X10 ACQ 61ROM ON 6"Xb' POSTS ON ; 15 DIA. X 36 DEPTH POURED CONCRETE 12 DIA. X 36 DEPTH POURED CONCRETE ' ' ' ; FOOTING,ATTACH TO POST W/51MP5ON PROP POOL MIGROLAM FOOTIN6,ATTACH TO POST W/51MPSON PB-50 CONNECTOR 6UNNITE POOL 60" DEPTH PROP. BASEMENT GIRDER PROVIDE 2" CL05E PB-50 CONNECTOR -`= 5EE POOL DRAWINGS 4 VE CELL IN5ULATION 0 511PL WALK AT GRADE,SEE PROVIDE (1) LAYER " TYPE A_L FOUNDATION SITTE PLAN ` X 6YP BRI?6 UNDERSIDE WALL INTERIORSf, �y� I OF TJI5 ® ENTIRE BASEMENT ' 2 PERI 5TRUGTURAL CEILING(T'P) Fd1NDATION WALL SPEC. A = s FILL I I I I INSULATION I I 8" POURED CONCRETE FOUNDATION WALL L J WITH #5 REBAR® 48" O.C.VERTICAL BASEMENT SLAB EL \ L- -J �J — — — — — — AND 3'-O" O.G. MAX HORIZONTAL kV - EL. -&'-10" (EL. 5.1) WATERPROOFING TO EXTERIOR AND 2" Architect ex registration fres 9-30-23. PERIMETER INSULATION ON 8"XIb' POURED g p DECK SPECIFICATION BASEMENT SLAB SPEC. CONCRETE REINF. W/3 # 5 REBAR WV 2 X 16 RAISE HOUSE ELEV.SOUTHOLD 1/23 SECTION A-A J"X b" CEDAR DEGKIN6 (OWNER TO I STEEL COLUMN (SEE 4" POURED CONCRETE SLAB REINF. WV 4. CONT. KEY BUILDING DEPT.COMMENTS 10/22 SELECT) ON 2X10 P.T. DECK JOI5T5 ® - PLAN5) ON 36"X36"X12" 6X6 / 1.4X1.4 W.W.M. ON 20 MIL VAPOR 15 BUILDING PERMIT SUB. 5/22 16 O.G. WITH BLOGKIN6 AT MID SPAN0- SCALE I/4 I -O POURED GONG. FTG. BARRIER ON POROUS FILL "=M= 0.11 a *= n==A n n►i WETLANDS PERMIT RIDGE 14 APPROVAL,SUBMISSION 3/22 AIR VENT OR EQUAL CONTINUOUS RIDGE TO SCDHS FOR PERMIT (3) 1-3/4"X I6" MICROLAM PROVIDE MIN.2X8 2X8 GJ ® 16" O.G. PROVIDE MIN. 2X8 VENT SEE SHEET A-02 .�} _RIDGE HEIGHT _ RISBLOGKIN5 BETWEEN w/R-30 BATT INSUL BLOGKIN6 BETWEEN RIDGE AND RAFTER RIDGE AND RAFTER �) �" LAC, BOLTS, � 13 NYSDEC REVISIONS 1/22 CL. 2 I'-8"+/- (3) 1-3/4" X 14 MIGROLAM 14 12 (3) I-3/4" X 11-1/4" WI2X40 BETTER HEADER 2X10 RR D.F. #I 12 14 CONNECTION(TYP) MIGROLAM VALLEY STRUCTURAL RIDGE 0 Ib" O.0 a 2X10 RR D.F. #I 12 TRUSTEE REVISIONS 11/21 RIDGE HEIGHT ROOFING SPECIFICATION SEE PLANS F — CEDAR ROOF SHINGLES OVER INSUL TOWN OF SOUTHOLD(3) I-3/4" X 14" MICRO ® I6" O.G. w/R-306 BATT EL. 25'-4"+/- 15# FELT PAPER, 1/2" GDX 11 WETLANDS PERMIT APP. 9/21 5HEATHIN6 ON 2X10 R.R. 0 16" 12 O.G. 12 10 DEC REVISIONS 6� GJ ® Ib" O.G.-I 2-0� �� PROVIDE ICE SHIELD AND ROOF UNDERtAYMENT MAY 28 COMMENTS 6/8/21 //6" R-42 OPEN 2X8 CJ ® 16" \ ROOF YMENT TO 24" FROM EXTERIOR WALL AGGORDIN6 DEC REVISIONS ELL INSULATION O.G. w/R-42 SECTION C105 OF NYS BUILDING CODE 9 MARCH 21 LETTER 5/21 PROVIDE ATTIC BAFFLES, OPEN CELL AS REGUIRED BY CODE INSULATION \\ CONTINUOUSLY VENTED VINYL SOFFIT 8 DEC REVISIONS 10-2020 TOP OF PLATE \ HEALTH DEPT. SUB. EL. IG'-I"+/- / _ (3) I-3/4" XII-I/4" 2X1f� RR D.F. #1 e \ R_ ISL MIGROLAM VALLEY= \ ® �.G. w/R-300 BATT N 0-1/4.■) SEE PLANS N \\ I X 6 ALUMINUM WRAPPED FA5GIA 7 RELOCATE HOUSE 2-2020 HEAD HEIGHT — L \ 6 HEALTH DEPT REV. 11/19 PRO pQ 5 CONSTRUCTION DOCS 9/19 = / \ \ . 4 / � DROM RO M \ �w No. Revision/Issue Date IOR WALL SPEGIFIGATIONS / 2X10 RR #I 1 6' LAP 51DIN6 (HARDIE or EQUAL) SEE ® I6" 0.0 R- 2X1 R D.F. T I ELEVATIONS ON In R161D INSULATION OVER ROSEBERY SEGOND_FLOOR BATT IN (BEY ) ® Ib" GIRw�/ BOA) TYVEK HOUSE WRAP , In' COX PLYWOOD ARCHITECTURAL E' L. I I'-O" 4SHEATHING,(2) 2xb TOP PLATE,2xb STUDS 160 0,0.(I) 2xb BOTTOM PLATE, 15' OPEN STUDIO O TOP OF PLATE — NEW 11101 TJI 360 ® Ib" O.G. NEW 1171b" TJI 360 ® I6" O.G. CELL INSULATION WITH 3 �% R-15 BATT EL _. 10 (3) 1 3/4"X II 7INSULATION d I/2 GYP. BD TO INTERIOR/8" MIGROLAM 1029 SIPP AVENUE W (2X40 BETTER HEADER MEDFORD, N.Y 11763 ® PHONE: (631) 730-1262 FIRST FLOOR SPECIFICATION FAX: (631) 730-5476E-MAIL: rosebery@optonline.net FIN15H FLOOR SELECTION BY OWNER OVER 3/4" GDX ry@ ptontine.net PR DP 4 O P PRO PLYWD.SUBFLOOR ON TJI FLOOR J015T5 0 16' o.C.,WV WEBSITE: BEDROOM o LIVI ROOM INING OM GROSS,BRID61N6 a MID-5PAN o 8'-O" of,. OR www.roseberyarchitect.com BLOGKIN6 ACGORDIN6 TO SECTION 502 RGNYS- I X 'I #" LVL RIM JOIST ON 2-2X6 AGO SILL Project Name and Address PLATE-PROVIDE 2" R1610 INSULATION AT RIM JOISTS ZENK RESIDENCE 5' GL05ED CELL (R-35) INSULATION BETWEEN J01575, SIM WOOD Is TYPE x GYP. BOARD GEILIN6 NEW RESIDENCE FIRST FLOOR FOUNDATION W.AL L CONNECTION SPEC. O'-O" (EL. 15.2) SHAPED AREAS ' 5/8" ANCHOR BOLTS W/7" EMBEDMENT ON 2-2X6 INDICATE SOLID BLOCKING PROVIDE 5" GLO5EO SHADED AREAS INDICATE AGE SILL PLATE WITH SILL SEAL O TERMITE 280 CEDAR POINT DRIVE GFI I INSULATIO 50LID BLOGKING PROP05ED a-I/2" TJI SHIELD. 5l� FOUNDATION PLAN FOR BOLT BETWEEN JOISTS 5PACING,b" MIN FROM GORNER5, 12" MAX. SOUTHOLD, NY GRADE PROVIDE (1) LAYER J" TYPE ® I6 O.G. ARIES 5-1-314" X 11-1/4 (R-35) "X" 6YP BIRD ® 6ARA6E GRADE BASEMENT FOUNDATION wAi i SPEC. TOWN OF SOUTHOLD MICRO LVL PF POS PIRoviDE (I) LAYER " WALLS CEILING PROVIDE 8"X16' CONCRETE 8" POURED COI�RETE FOUNDATION WALL " ' R-15 BATT INSULATION IN PIER(TYP) - SEE GIRDER BOND TYPE GYP BRD ® WITH # 5 REBAR® 46" OL.VERTICAL SCTM. NO. 1000-90-2-14.1 Q , 2" GL05ED GELL d) BASM E NT UNDERSIDE OF TJIS ® WALL DETAIL AND 3'-0" O.G. MAX HORIZONTAL W/ INSULATION ON ENTIRE BASEMENT PROP wATERPROOFIN6 To EXTERIOR AND 2' Project sheet SUL PROVIDE 2" GLO5ED PERIMETER INSULATION ON 8'X16" POURED 2018-45 INTERIOR OF GEILIN6(TYP) GARAGE CELL INSULATION ON CONCRETE REINF.W/2 # 5 REBAR WV 2 X ` FOUNDATION WALL 50LI D BLOGKIN6 TYP FOUNDATION WALL 4 DONT. KEY Date GRAWL_SPAGE SLAB_EL. INTERIOR 2" PERIMETER DECEMBER 2018 A-7 INSULATION GARAGE SLAB EL. .• EL. -Q-I" (EL. 6.1) scale 4" POURED GONG. 5LAB AS NOTED SET ON 8" HAUNGH 12" BASEMENT SLAB SPEC. ABOVE SLAB FOR MEGH. NEW STEEL COLUMN SPEC 4" POURED CONCRETE SLAB REIN. WV Drawing EQUIPMENT STEEL COLUMN WITH 1/2" TOP 8 BASE SECTION B-B BARRIER ON POROUS FILL MIL VAPOR PLATES ON POURED CONCRETE FOOTING SECTIONS 5C-E SHEET A-I FOUNDATION PLAN FOR 51ZE5. (D5CALE 1/4" = 1'-0" (3) 1-3/4" X 16" MIGROLAM RIDGE STRAPPING & ANCHORING SCHEDULE j EL. HEIGHT (3) 1" LA6 BOLTS PER AREA HOLD DOWN U5ED / LENGTH NUMBER OF GAPAGITIr OF NOTES E L. 11 -8 +/- CONNECTION (TYP) NAILS W HOLD D L O N ROOFING SPECIFICATION RIDGE SIMP50N G5-20/24" MIN. LENGTH 18-8d 1005#/CONNECTION PER RAFTER f 240#ASPHALT ROOF 5HIN6LE5 DORMER RIDGE 51MP50N 05-20/24" MIN. LENGTH 18-8d 1005#/GONNEGTION PER RAFTER OVER 15# FELT PAPER, 1/2' COX SAVE 51MP50N H-7Z HURRICANE TIE 4-8d TO RAFTER 2X8 GT® 5HEAT'HIN6 ON 2X10 R.R. ® Ib" O.G. 8-8d TO STUD 845#/GONNEGTION PER RAFTER Ib" O.G. 2-8d TO PLATES DORMER EAVE 51MP50N H-7Z HURRICANE TIE 4-8d TO RAFTER 845#/GONNEGTION PER RAFTER 8-8d TO STUD GENERAL NOTES 2-8d TO PLATES 2X10 RR D.F. #1 GEILIN6 TO WALL 51MP50N G5-20/36" MIN. LENGTH 2b-8d 1005#/GONNEGTION PER STUD a Ib' O.G. w/R-306 BATT IN5UL THIS DRAWING, PREPARED FOR THE L2Xb GJ 0 I6" O.G. FLOOR TO FLOOR 51MP50N G5-20/36" MIN. LENGTH 26-8d 1005#/GONNEGTION PER STUD SPECIFIC PROJECT INDICATED, IS AN TOP OF PLATE w/b" R-42 OPEN FLOOR TO FOUNDATION 51MP50N HD-7 3/4" ANCHOR BOLT 6825#/GONNECTION AT FOUNDATION CORNERS INSTRUMENT OF SERVICE,AND THE � — CELL INSULATION PROVIDE HURRICANE OPENINGS 6REATER THAN HOLD DOWN ANCHOR 2 BOLTS ® 7/8" FROM BOTTOM OF WALL PROPERTY OF ROSEBERY ARCHITECTURAL EL. 18 -2f /- 5TRAPPING 6'-O" PLATE TO FOUNDATION STUDIO AND JOHN D. ROSEBERY NOTE: PROVIDE FOAM 2X4 BLOCKING WITH VINYL FOUNDATION TO SILL 51MP50N 55TB-I6 5/8" ANCHOR PLACED 211 #/FT. ARCHITECT PLLC. INSULATION UNDER BATHTUB9 5OFFIT® UNDERSIDE OF BOLT 18" MIN. LENOTH 3'-0" O.G. TABLE 3-2 WFGM SEE DETAIL ON SHEET EN-I o ::E RAFTER TAIL INFRINGEMENT OR ANY USE OF THIS 51MP50N LSTA-18 5TRAP 18-8d PER STUD PROJECT IS PROHIBITED. ANY ALTERATION, TROP OF PLATE 18" MIN. LENGTH OR REPRODUCTION OF THIS DOCUMENT IS EL. 14'-5"+/- EXTERIOR YJALL SPECIFICATIONS ALSO PROHIBITED WITHOUT THE WRITTEN NOTE ALL STRAPPING INDIGATFD MEET5 OR EXCEEDS THE REQUIREMENT5 IN THE WOOD FRAME CONSTRUCTION MANUAL CONSENT OF THE ARCHITECT. PROP PROP6" LAP 51DIN6 (HARDIE or EQUAL) SEE i± ELEVATION5,ON I" R1610 INSULATION OVER NOTE: ALL 5TRAPPIN6 TO BE 1 1/4" W 20 6A. 6ALV. MIN 12" BEARING ON FRAMING MEMBER5 / NAIL SECOND_FLOOR BATHR00 CLOSET m TYVEK HOUSE WRAP , 1/2' GDX PLYWOOD SEE STRAP DETAILS ON SHEET A-0.2. E�' L. ll'-O" 5HEATHIN6,(2) 2x6 TOP PLATE,2xb STUD' I b" Of-,.(1) 2xb BOTTOM PLATE,2' CL05M TOP OF PLATE CELL INSULATION WITH 3 �" R-15 UNPAGED CONSULTANTS: E�:-0:: — q I/2" TJI 230 ® I6" 4'-0" BATT INSULATION, 6 1/2" 6YP. BO. NEW O.G. PROVIDE 4'OF R-30 INSULATION FROM PERIMETER OF RIM J015T5 EXTERIOR DOOR THRE5HOLD-5EE FLOOR Q FIRST FLOOR SPECIFICATION PLAN5 O FINISH FLOOR SELECTION BY OWNER OVER 3/4" PROVIDE OVERLAP METAL FLA5HIN6 AT COX PLYWD.SUBFLOOR ON TJI FLOOR JOISTS® IXb CEDAR OR EQUAL DECKING ON ROOF/DEGK- WALL CONNECTION I Li Ib' O.G.,W/CRO55 BRID61N6 0 MID-SPAN 0 &-o" EPOM ROOF PITCHED I/8"/FT.TO O.G. OR BLOGKIN6 AGCORDING TO SECTION 502 EXTERIOR ON 3/4" PLYWOOD RGNY5- I in X q #" LVL RIM J015T ON 2-2xb AGO 5HEATHIN6 ON q 1/2" TJI J015T5® Ib' FIN. FLOOR,3/4" PLYWOOD SHEATHING BASE WOOD SILL PLATE-PROVIDE 2" R1610 INSULATION AT O.G. ON II l/8" TJI FLOOR JOISTS® Ib" O.G. TRIM PROP STUDY RIM J015T5 5 OL05ED CELL (R-35) INSULATION F� IR5T FLOOR BETWEEN J015T5 8 1/4" R-30 c IN5UTATION WITH 2" 2' RIGID INSULATION AT RIM JOISTS,8 I/4" EEO' O - " FOUNDATION WALL CONNECTION SPED. RIGID INSULATION AT RIM J015T5 R-30 INSULATION TO 4' TO INTERIOR OF PROVIDE in TYPE X 6YP. 5/8" ANCHOR BOLTS W/7" EMBEDMENT ON 2-2Xb WALL BOARD ON CEILING INSTALL AGQ 51H PLATE WITH 51H SEAL d TERMITE NEW q I/2" TJI LIN ® 5T Ib" SHIELD. SEE FOUNDATION PLAN FOR BOLT 1/2' WATERPROOF 6YP. BOARD 0 PROVIDE FOAM SEAL OR CAULK ALL �i F, SPACING,6 MIN FROM CORNERS 12 MAX. INTER� 5 AND GEILIN6 INTERSECTIONS ,�a pN RC O.G. PROVIDE I X q LEDGER BOARD SHADED AREA5 INDICATE SOLID BASEMENT FOUNDATION WALL SPEC. AT RIM J015T,CONNECT WITH LA6 13/4"X II �i/8' MIGROLAM LVL RIM J015T ' GRADE 4 BLOCKING 8" POURED CONCRETE FOUNDATION WALL BOLT5® 24" O.G. THRESHOLD DETAIL W/J015T HANGERS ON BOTH SIDES ARIES WITH #5 RE13AR 0 48" O.G. VERTICAL 5GALE: 1/2"= 1'—O" PROP AND 3'-0' O.C. MAX HORIZONTAL >^v " 2" PERIMETER PROVIDE R-15 c ' WATERi'ROOFIN6 TO EXTERIOR AND 2" INSULATION BASEMENT DRAPE INSULATION PERIMETER INSULATION ON 8 XI b POURED ON BA5EMENT WALL5 CONCRETE REINF. W/2 # 5 RE13AR W/2 X BASEMENT 5LAB EL 4 CONT. KEY EL:_8t-oi: — BASEMENT 5LAB SPEC. — Architect registration expires 9-30-23. 4" POURED CONCRETE 5LA13 REINF. W1RAISE HOUSE ELEV.SOUTHOLD 1/23 SECTION D-D 6Xb / IAXIA W.W.M. ON 20 MIL VAPOR 16 BUILDING DEPT.COMMENTS 10/22 BARRIER ON POROUS FILL 5GALE I/4" - I'-O" (3) 1-3/4" X 14' MIGROLAM15 BUILDING PERMIT SUB. 5/22 RIDGE WETLANDS PERMIT 14 APPROVAL,SUBMISSION 3/22 ........ ... ..... .. . . .. TO SCDHS FOR PERMIT 2X8 GJ D.F. #I 13 NYSDEC REVISIONS 1/22 VINYL 5OFFIT/BEAD HOARD 0 Ib" O.G. 0 BEDROOM a UNDERSIDE OF ROOF 12 TRUSTEE REVISIONS 11/21 (BEYOND) 2X10 RR D.F. #I 5LOPED/VAULTED GEILIN6 0 Ib' O.G. 11 TOWN OF SOUTHOLD 9/21 BEYOND WETLANDS PERMIT APP. I. 2X8 GJ D.F. #1 DEC REVISIONS 10 6/8/21 o Ib" O.G.® BATHROOM MAY 28 COMMENTS DEC REVISIONS NOTE: PRQVIDE 5LOPED/VAULTED GEILIN6 9 MARCH 21 LETTER 5/21 FOAM 5 OR CAULKIN64,T ALL BEYOND 8 DEC REVISIONS 10-2020 WALL IN GTION HEALTH DEPT. SUB. 36" HIGH GABLE RAlLIN6 ROOF RAFTER5 A5 NOTED WITH WOOD POSTS PROP 7 RELOCATE HOUSE 2-2020 Ixb CEDAR oR EQUAL BEDROOM PROP NOTE: PROVIDE FOAM 2-2x8 TOP PLATE- DECKING ON EPDM ROOF INSULATION UNDER BATHTUB 6 HEALTH DEPT REV. 11/19 PROVIDE 5TRAPPIN6 A5 PITCHED I/8'/FT. TO Io BATH OOM SEE DETAIL ON SHEET EN-I =7=1REQUIRED ON SHEET A-02 EXTERIOR ON 3/4 (4) 1 3/4'X II 7/8" MIGROLAM PLYWOOD SHEATHING ON q CONSTRUCTION DOCS 9/19 17 I/2' TJI JOISTS ® Ib" O.G. EXTERIOR WALL SPECIFICATI 51MP50N HURRICANE PROVIDE 8 4" R-306 Ib" ONS NEW II O.G.. TJI 360 ® 6' LAP SIDING (HARDIE or EQUAL) SEE No. Revision/Issue Date 5TRAPPIN6- 5EE SHEET A-q INSULATION BETWEEN JOISTS LEVAT EIONS,ON I' R161D INSULATION OVER PLYWOOD SHEATHING® TYVEK HOUSE WRAP , 1/2" COX PLYWOOD BOTH SIDES OF WALL PROP05ED WINDOW5 A5 f3) I " XII " MIGROLAM II �!/8" TJI 360® Ib" O.G. SHEATHING,(2) 2x6 TOP PLATE,2x6 STUDS ® ROSEBERY NOTED q 1/2" TJI 230 ® 16" O.G. I6" 0,0.(1) 2x6 BOTTOM PLATE, 1.5' OPEN 4780 4780 4780 4780 /� (2) 1-3/4" X 7-1/4" PARALAM 1/2" WATERPROOF 6YP, TOP OF DECK TO BE INSULATIONN,4I112N 61YP3BO TO INTERIOR. ARCHITECTURAL BOARD ON INTERIOR WALLS BELOW FIN15H FLOORSTUDIO P5L JACK 5TUD5 (N/5 F/5) ® AND GEILIN6 ® -PROVIDE FLA5HIN6 AND R-30 INSULATION TO 4' PROVIDE MIN b" CLOSED BOTH SIDES OF WINDOW 7HRE5HOLD A5 REQUIRED FROM EXTERIOR CELL INSULATION BETWEEN k FRAMES �� " DECK SPEGIFIGATION - SEE DETAIL THIS SHIN 1029 SIPP AVENUE X 6 CEDAR DEGKIN6 (OWNER MEDFORD, N.Y 11763 STUDS (4) 1 3/4"X q 1/2" MIGRoLAM INTERMEDIATE HDR. 2X8 51H PL ro SELECT) ON 2XIo P.T. DECK PROP PROP PROP PROP 4 ( ) Jo1sT5® I6" O.G. w1TN PHONE: 631 730-1262 2X4 LATERAL BRACE TO 2-2X4 LATERAL BRACE TO BLOGKIN6 AT MID SPAN FIRST FLOOR SPECIFICATION FAX: (631) 730-5476 CRIPPLE WALL CRIPPLE WALL 36 HIGH GABLE RAILING WITH WOOD O RT I C BEDROOM CLOSET STUDY FINISH FLOOR SELECTION BY OWNER OVER 3/4' E-MAIL: rosebery@optonline.net 2X8 CRIPPLE WALL STUD 2-2X8 CRIPPLE WALL STUD P05T5 COX PLYWO. 5U5FLOOR ON TJI FLOOR JOISTS WEBSITE: FOR FRAMING SUPPORT, FOR FRAMING SUPPORT, --- --- 0 Ib" O.G.,W/GROSS BRID61N6® MID-SPAN TYP.ON BOTH SIDESTYP.ON BOTH 51DE-5 EXI5TIN6(3) 2X8 GIRDER 8'-0" O.G. OR BLOCKING ACCORDING TO www.roseberyarchitect.com W/NEW 1-3/4" X q-1/2" BASE WOOD SECTION 502 RCNY5- I in X q in LVL RIM J015T Jill 2-2X8 TOP PLATE MIGROLAM GIRDER TRIM ON 2-2X6 AGO SILL PLATE-PROVIDE 2' R1610 Project Name and Address PROP05ED WINDOW5 IN5ULAT70N AT RIM J015TS ZENK RESIDENCE 8680 �i680 5LIDIN6 DOOR A5 NOTED 5' CLOSED CELL (R-35) INSULATION BET 6M NEW (3) 1 MIGROLAM L PROVIDE 5" NEW(3) 1 J"X II 4" MIGROLAM JOISTS, " TYPE X GYP. BOARD GEILIN6 NEW RESIDENCE POOL BEYOND LVL HEADER 61-05ED LVL HEADER IN50 ON PROVIDE STRAP FROM (BY OTHERS) FOUNDATION WALL J015T5 PROVIDE R-IWALL BEYOND 280 CEDAR POINT DRIVE, PARRALAM P05T DIRECTLY PLYWOOD 5UB FLOOR 2" PERIMETER BEYOND-5EE PLANS -35) C RAW L SPACE DRAPE INSULATION INTO FOUNDATION SOUTHOLD, NY NOTE: PROVIDE 1/2" GDX PLYWOOD INSULATION STEEL COLUMN ON POURED CONC. ON BASEMENT WALLS ON INTERIOR AND EXTERIOR 51DE5 OF WALL ON FTG. REINF.W(3) #5 REBAR TOWN OF SOUTHOLD EACH WAY BEARING ON PROVIDE(I) LAYER " TYPE �! PORTAL WALL DETAIL WITH " 6YP. BOARD TO INTERIOR I BASEMENT UNDISTURBED 501E -SEE "X" GYP BIRD® UNDER51DE SCTM. NO. 1000-90-2-14.1 FOUNDATION PLAN 5GALE I/4" = I'—O" i I OF TJ15 ® ENTIRE BASEMENT Project Sheet L_ J f CEILING(TVP) 2018-45 J . BASEMENT SLAB SPEC. BNT ASEMEFOUNDATION0. ` S ' 4" POURED CONCRETE 51AB REINF. W/ Date wAi SPEC. NEN 3 1/2" DIA. STEEL COLUMN W/ b RR1IA oN POROUS 20FILL MIL VAPOR DECEMBER 2018 A-8 8 POURED CONCRETE FOUNDATION I/4a TOP 4 BOT.BASE PLATES,ON WALL WITH # 5 REBAR® 48' O.G. 30"00N12" POURED GONG.FTG. Scale VERTICAL AND 3'-O" O.G. MAX SECTION C-C REI NF. W/(3) #5 REBAR EM AS NOTED 3-2X12 AGO 61ROM ON 6"Xb" P05T5 ON HORIZONTAL W/WATERPROOFING BEARING ON UNDISTURBED SOIL 15" DIA. X 36' DEPTH POURED CONCRETE TO EXTERIOR AND 2" PERIMETER SCALE I/4" = I'-O° Drawing FOOTING,ATTACH TO P05T W/SIMPSON INSULATION ON 8"XIb' POURED PB-50 CONNECTOR CONCRETE REINF. W/2 #5 REBAR W/2 X 4 GONT. KEY SECTION 2-I0d NAILS SPL I GE LENGTH 41_0"M IN. 2X4 CONT. LATERAL L DBL. 2X4 TOP PLATE } BRACE AT 6-0" O.G. TMP. GEILIN6 JOISTS (AS PER PLAN) AT I& O.G. TYP. SPLICE DIRECTLY I U5E Sd COMMON NAIL5 ® 12" \".—OVER 5TUD TYP. O.G. AT FIELD AND 6" 0 GENERAL NOTES THROUGHOUT i i ti; ED6E5 -REFER TO PLANS 10-8d NAILS FOR DE516NATED AREA5 THIS DRAWING, PREPARED FOR THE DBL. TOP PLATE SPECIFIC PROJECT INDICATED, IS AN TMP. THROUGHOUT INSTRUMENT OF SERVICE,AND THE p i , 2X4 BLOGKIN6 TYP. PROPERTY OF ROSEBERY ARCHITECTURAL AT 5EAM AT ALL RIDGE STUDIO AND JOHN D. ROSEBERY WALL FRAME AT 16" O.G. I BLDG. CORNERS ARCHITECT PLLC. GABLE STUD AT -REFER TO PLANS I/2" G.W.B.-USE 5d 16" O.G. H/ G5-20 __ 2X4 WD STUDS AT INFRINGEMENT OR ANY USE OF THIS COOLER NAIL5 AT 5' STRAP TO WALL STUD — i 16" O.G. TYP. PROJECT IS PROHIBITED. ANY ALTERATION, O.G. TYP. ROOF RAFTERS AS PER PLANS R TYP. �� 1/2" GDX EXTERIOR GRADE OA SO PROHIB TEID WITHOUT THOE WRITTEN UCTON OF THIS DCUMENT IS BLOCKING AT 2 BAY CONSENT OF THE ARCHITECT. TYP. ® 4'-0" O.G. a 1 I I APA 40/20 PLYWOOD 2X6 Mm FRAME G520 COIL STRAP ---i- i i i i 5HEATHIN6 TYP. 2X4 NAILER FOR BY SIMP50N OR � � � SHEATHING TO BE APPLIED &ABLE END WALL GABLE STUDS OVER APPROVED EQ. VERTICAL2X4 NAILER 10-8d NAIL5 NOTE: INTERIOR WALL SHEATHING - 1 1 TO NY5 RELS. CODEAGGO ems DBL. RIM J015T i i i CONSULTANTS: 602.10.4 METHOD w5P DBL. TOP PLATE TO BE �" GYP. i i (HOOD 5TRUGTURAL PANEL BOARD _ TO BE USED A�IDD B�Ne 2X HALL FRAME HOLD DOWN AT CORNER FLOOO R PLANS FOR FO.G. -5EE SEE 5TRAP 5GHEDULE 2x4 'TYP - HALL HALL THIGKNE55 CEILING BRACING / A5 PER WFGM 140 MPH 6UIDELINE5 FOR ONE RIM J015T A5 PER PLANS GABLE END WALL DETAIL AND Two-FAMILY DWELLINGS ��wooD�S�R�au1�E� SECOND FLOOR N.T.S. ELEVATION 2X_F.J.MYOND VERJFY SIZE W/ OF I�GONih'ION NAILS PLANS BUILDING DIM.(LTJ MIN.SPLICE LBr61N(PT)"'''` ON EAG1f SIDE OF SPLICE 12 2 5 I6 2 b FIRST FLOOR 20 2 8 24 4 101 28 4 I I �,�t��` q;t Z L .���, w� PROVIDE 50LID BLOGKING 32 4 13 AT ALL PLYWOOD 5EAM5 TYP. BASEMENT 36 4 14 Z (2)2"XIO" W/ I/2° 40 6 I6 — REFER TO ELEVATION. 4 ' PLYHO 5PAGER TYP. OR A5 PER PLANS 50 8 20 60 10 24 1 FLOOR BRACING END WALL DETAIL MT524G RAFTER TIE ; � BY 51 MP50N OR EQ. It \-J N.T.S. TYP. AT WIN. HDR. 1. TABULATED 5PLIGE LENGTHS A55UME TOP PLATE-TO-PLATE CONNECTION R.R. AT 16" O.G. U51NO 2-16d NAIL5 PER FT. FOR SHORTER 5PLIGE LEN6TH5, THE NAIL 5PAGING 0 , Architect registration expires 9-30-23. AS PER PLANS 5HALL BE REDUCED IN ORDER TO PROVIDE AN EQUIVALENT NUMBER OF NAIL5. 4 1-O 11MIN. 'BLOGKIN6 AT 24" O.G. 16 RAISE HOUSE ELEV.SOUTHOLD 1/23 DBL. TOP PLATE AT 2. TABULATED 5PLIGE LENGTHS A55UME A BUILDING LOCATED IN EXPO50RE B OR G. 2X4 OR 2X6 CORNER RAFTER BUILDING DEPT.COMMENTS 10/22 5EE FRAMING DETAIL 2X6 SHOWN 15 BUILDING PERMIT SUB. 5/22 SECOND FLOOR OR 5. TABULATED 5PLIGE LEN6TH5 ARE BASED ON 8 FT. WALL HT5. FOR OTHER WALL AT SINGLE STORY HTS., H, THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/8. WETLANDS PERMIT PLAN VIEW 1a APPROVAL,SUBMISSION 3/22 \-51MP50N Hl RAFTER 4. TOP PLATE5 5HALL BE A MINIMUM OF 5TUD GRADE MATERIAL. TO SCDHS FOR PERMIT TIE TYP. 13 NYSDEC REVISIONS 1/22 1/4"X24" 20 6A6E 12 TRUSTEE REVISIONS 11/21 HEADER 5TRAP5 TMP. SCE DETAIL SHEAR WALL/ BRACED WALL DETAIL 11 TOWN OFSOUTHOLDg/21 AT 2ND FLR. EXT. O!LOP=PLATEPLI — NINDOW WALL5 NT5 N.T.S. WETLANDS PERMIT APP. OPENING 10 DEC REVISIONS 6/8/21 2"X4" HALL FRAME MAY 28 COMMENTS DEC NS AT 16" O.G. 9 MARCH 21 OLETTER 5/21 DEC REVISIONS 8 HEALTH DEPT. SUB. 10-2020 11/4"X24" 20 6A6E JACK STUD 5TRAP5 TMP. ROOF FLOOR 7 RELOCATE HOUSE 2-2020 AT 2 SIDES OF OPENING BOL ROH5 PUNS 51MR50N HO 5 HJRRIGANE ;n r SHOWN(18'o.G) ANCHORa 2-2x8 MIN.DEGK 6 HEALTH DEPT REV. 11/19 Z C NOTE:55'MIN.FOR 2-2X SHED ROOF 51M'50N LU 6 FRAMING ANGHOR 61R0ER WITH�'6ALV. o ° 2X8 JOIS15 61RDER SEE FLOOR GEILIN6 J0I5TS-SIE FLOOR PLAN BOLTED CG'NNEGTION "IS MIN FOR 2X10 PLANS 51M'SON AGb STRONG TIE THROU6H P05T 2' 2X8 MIN AGO � 95'MIN FOR 2X12 CONSTRUCTION DOCS 9/19 RIM J015T �SEE 1/2'STEEL PLAN SARINS No. Revision/Issue Date LEDGER BOLT DETAIL bAP05TW/VERSA P05T ALTERNATE PLATE W/13OLT 1 1/4"X24" 20 GAGE NOTE LED6ERBOARD CAN BE WRQ GIRDER a ROSEBERY 24 O.G.ON SMALL PLATFORMS 4 � AT ACH 5TUD TMP. ----bXi W/VE925A POST DETAIL ARCHITECTURAL Ti ON BOTH SIDES OF POST, THRJ STUDIO BOLT WITH BOLTS PROVIDE METAL 2X3 TOP RAIL 36'MIN OR DECORATIVE 2-20 MIN.DECK 6IRDER 15EE POST GAP AT ALL 1029 S I P P AVENUE 51MP50N TS 9 PLANS ON P05T CONNECT WITH PO5T5 ( M E D F O R D, N.Y 11763 EXTERIOR SIDING SEE TWIST STRAP bXE MIN AGGI P05T TO GONG. 5EGTION5 SLOPEFOOr1N6 �1N6 INBAU)STRADES 2) 2x � PHONE: 631 730-1262 2X4 WALL FRAMEABOVE SIMP50N SRAVEIN.b' P05T BASEBETWEEN ( ) WITH A MIN 6 EMBEDMENT INTO BEAM SEE FLOOR FAX: (631) 730-5476 3X3Posrw/CAPSEE Foo17NG E-MAIL: rosebery@optonline.net AT i6° O.G. F� MgL5 PORCH ROOF -14' FA X 36'MIN.DEPTH 4X4 MIN AGGI POST TO GONG. PLANS 'RtZTTUROARLSRPAIISED POURED CONG.FOOTING-SEE PROVIDE 2X SOLID MOM% FIBERSLA55 COL." POST AT J�.iiANNEL DRIP EDGE AT WEBSITE: EXTERIOR PO WALL SLOWS BASE EEDCONNECTION FMVAT10N PLAN FOR DETAILS AA5TTAII STAIR 6AP CANNOT SEE��'E"AT1ONS WW .roseberyarchitect.com & ANCHORAGE ,� 1,2 W T I PROVIDE METAL FL ASH1N6 DETAIL 2 PRE55URE TREATED STAIR DIA. Project Name and Address BEHIND J-CHANNEL t AT LA 5�'"� ZENK RESIDENCE T� L �� A Pow HA�NGH G0 N� NEW RESIDENCE 5/4'X 6 DEC)KIN6(OWNER TO 2X3 TOP RAIL 36'MIN AT BASE OF STAIR SELECT)ON AGO DECK HEI6HT —SEE MST t RAIL GONNEGTION p 2X8 MIN.A60 LED6ER JOISTS MEE PLANS FOR DETAILS THREADED ROD INTO SIZE)PROVIDE V2 5PAGIN6 3X3.„ B0�(SEE��E AT LID6ER BOARD,I/4' MIN CEDAR STAIRS � 1X3 ZING 1�3 BOTTOM PLATE DETAIL)ATTACHED TO 5PAGIN6 BETWHN PLANKS DECK Posy WASHER AT BASE 280 CEDAR POINT DRIVE, 4 � Q � FOUNDATIOO W/N RIM JOIST 1X2 2X RIM JOISTS SEE PLANS '� —' GIRDER V 1/2'LA6 BOLTS o 18'O.G2X RIM DE,3' STAGGERED ` V=HOLD voHN TO -101575-5EE MAY,5PAGIN6 2-2X8 MIN.DECK GIRDER(5EE SOUTHOLD NY •.,• LED6ER THRU-BOLTED TO RIM PLANS BETWEEN SIMP50N TS-9 PLANS ON P05T COX-OT WITH ' RIM J015T JOISTS. MUST BE PROVIDED AT TWIST STRAP GOR1�ts AND A MAXIMUM OF 2X3 RAIL 3' 6X6 MIN AC-0 PoSr r°GONG. 4x4 MIN AW PoSr To coxG. STRUCTURAL COLUMN ANCHORAGE TOWN OF SOUTHOLD 'O.G.ON DECK,WITH A MIN.1/4'lA6 BOLTS ABOVE FOOT1%(5EE PLANS) FQOTIN6(r$PLANS) � OF 4 NOIDDOWNS THROUGH JOIST SLOPE FOOTING NOT TO 57-ALE DECK MAX SIMPSON PB 44 POST BASE 51MPSON PB 44 Posy BASE SCTM. NO. 1000-90-2-14.1 t GONNE4*fGTION TOP MIN.2 4 WITH A MIN.6'EMBEDMENT INTO WITH A MIN.b'EMBEDMENT INTO .• 4 GALVANIZED JOIST 51MP50N uI I PROVIDE SOLID BLOGKIN6 FOUNDATION SLOPE FOOTING AGQ SILL PLATE � ��� � ABOVE GRADE � • TOP MIN.2 FOI�ATION Project sheet 130ARD S AT LEDGER 14 DIA X 3b MIN.DEPTH AE POURED CONCRETE 130ARD CONNEGTOR IN FIRST TWO BAYS OF ABOVE 6RADE a 14'DIA X 36'MIN DEPTH FOOTIN6 DEGK JOISTS POURED GONG.FOOTING-SEE POURED GONG.FOOTING-SEE 201 8-45 WALL STRAPPING DETAIL MAIL GOMIPLIESWITH FI6URE POST CONNECTION POST CONNECTION FOUNDATION PLAN FOR MAILS FOUNDATION PLAN FOR MAILS • • R50123(2)NYS RES.GORE 4' :.a Date FOR 2-STORY STRUCTURE N.rs• ,< PARALLEL TO JOISTS PERPINDICULAR TO DECEMBER 2018 A— POUREDC49%. V FOOTIN6- v SEE FOUNDATION PLAN JO STS DECK FRAMING Scale NOTE: IF INSTALLING STRAP TIES OVER ,DX PLYWOOD, DECK CONNECTION DECK POST FRONT PROVIDE MIN. 30# FELT OVER 5TRAPPIN6 PRIOR TO BENDING DETAIL AT END VIEW AS NOTED UP COPPER TERMITE SHIELD TYP. THE COPPER SHALL NOT TO RESIDENCECONNECTION DIRECTLY CONTACT THE GALVANIZED STRAPPING DECK FRAMING DETAILS NOTE,LEDER BOARD GAN BE Drawing 24'O.G.ON SMALL PLATFORMS SCALE 31b" = 1'-0" DETAILS I I DECK I I $ EXTERIOR 6F SOLAR SHADE ' 6�• I PROVIDE OUTLET GOVEI / , '------- --- L�-- ALL EXTERIOR OUTLETS i EQUIPMENT COV PORTICO 6Fi 6F1 NOTE PROVIDE TW15T LOCK SUN �� GENERAL NOTES �� GFI OUTLETS FOR ALL EQUIPMENT �� `\ THIS DRAWING, PREPARED FOR THE O ------------- / , ' /,,,_----- j EXTERIOR /,,__------ —__ `i C PROJECT INDICA F - 7— — SD SPECIFI P TED, IS AN r — — O —__,, �� SOLAR SHADE i INSTRUMENT OF SERVICE,AND THE ' I I <•' I 1 /---5D STUOPERTY OF DIO AND JOHNSEBERY D ROSEBERYTECTURAL ° I 33 I ° 1 �. 3 �`\ TO LIGHTS @ SECOND 3 ARCHITECT PLLC. L — — J FLOOR LIVING ROOM i/ _ _ ��'� 1�� \\I CEILING ABOVE \i INFRINGEMENT OR ANY USE OF THIS \� I '/� ��I .PROPOSED '� \� `� EXTERIOR 50LAR � . ANY ALTERATION C. 1 --- ' OR REPRODUCTION Lm PROJECT IS IOFDTHIS DOCUMENT IIS I'-- - I ZN.DITIONED '��__SHA� LING ROOM ® 1ALSO \ I ------ /� '� — I � \\/ CONSENTOO FTHEDARCHIITECTHE WRITTEN I 1 '�40M ° w I .��;• IS M _ 1 I 05 %, DINING ROOM �\ 2-5TORY GEILING I \ BO11H2 i 5D I i ril — — — — — — — — — - i U �` (5EE SECTIONS) i \ ,_________ `� i I CONSULTANTS: II i I i - - - - - - - - - - - - - - \ - '� 0OUTLINE OF FLOORTO 5WITGH IN ABOVEr r — — , F- BASEMENTp - - - - - - - - - - -® - - 6F1L- - J L - - J L - - J / ' L - - � LM / QY i � j �" BATH `I `\ LOSETIM IT)5°i i ( __ 17711 _\ _ ' PENDANT -------"r — — , r — — —I 'ROP. GARAGE i L — — -J — — I I I I _20 FOYLE I I O PANT I I -- i ------ \ 1 BATH r-— — — — —— — -, -------- \\ ,--,y I KITCHEN ` UNDER CABINET TUDY `� - r �\ 1 LED TRACK ' \i LIGHTING E C; \� I OVERED DECK 1 \ PENDANT �/ 1 NOTE: IF RANGE \ , �i _ VENT EXCEEDS " ,__--------- ; t( J 400 GFM, MAKE ;x& .r •. --- -` �I I o o r— —/ UP AIR MUST BE t• PROVIDED ^ qp YH 6F] CPR TO LIGHTS r FRONT ROOF UNDER CABINET LED ��- TO SINK Architect registration expires 9-30-23. ®_ SOFFIT TRAGK LIGHTING FOOD DISPOSAL 16 RAISE HOUSE ELEV.SOUTHOLD 1/23 PROVIDE OUTLET GOVER5 ® BUILDING DEPT.COMMENTS 10/22 ALL EXTERIOR OUTLETS (TYP) 15 BUILDING PERMIT SUB. 5/22 WETLANDS PERMIT FOUNDATION ELECTRIC PLAN 14 APPROVAL,SUBMISSION 3/22 FIRST FLOOR ELECTRIC PLAN TOSDEC FOR PERMIT SCALE 3/16" = 1'-0" 0 13 NYSDEC REVISIONS 1/22 SGALE 3/16" = 1'-O" 12 TRUSTEE REVISIONS 11/21 11 TOWN OF SOUTHOLD 9/21 WETLANDS PERMIT APP. DEC REVISIONS n OUTDOOR DECK EXTERIOR OUTDOOR DECK 10 MAY 28 COMMENTS 6/8/21 50LAR SHADE 9 MARCH 21 DEC REVISIONS 5/21 - - - ------ ELECTRICAL & DATA LEGEND ® 94 DEC REVISIONS _ _----__ I - 8 HEALTH DEPT. SUB. 10-2020 �\ SYMBOL DESCRIPTION SYMBOL DESCRIPTION 7 RELOCATE HOUSE 2-2020 I $ 6 HEALTH DEPT REV. 11/19 `\ i --�----- ® MINIMUM 200 AMP SERVICE PANEL TO 5WITGH ON FIR5T I CONSULT WITH OWNER REGARDING FLOOR I U5H O SERVICE REQUIREMENTS qP ELECTRICAL OUTLET 5 CONSTRUCTION DOCS 9/19 Cl No. Revision/Issue Date I i i \ 220V ELECTRICAL OUTLET OPEN TO BELOW i i t I O CEILING FAN ROSEBERY I � I BEDROOM \� 0 ® CEILING MOUNTED OUTLET fff i - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I a I ARCHITECTURAL \�\BEDROOM 1 ��' ® FLOOR MOUNTED OUTLET OUTLET WITH USB STUDIO / er 96FI GROUND FAULT INTERRUPTER 1029 SIPP AVENUE ; ! ° CEILING FAN W/ LIGHT MEDFORD N.Y 11763 ;� I SUPPLY 8"X8" VEN I D5 QUAD RECEPTACLE 'DIFFUSER rXHAU5T HRU ROOF ' 4 PHONE: (631) 730-1262 I O. _ _ _ _ _ _ _ _ _ _ _ _ _ _ I $ SWITCH NOTE: PROVIDE DIMMER FAX: (631) 730-5476 ------ � 9 U 5Q° ' 10 0I LOSET I I i EXHAUST FAN W/LIGHT SWITCHES AGGORDINC� TO E-MAIL: rosebe o tonline.net GMLY* Gtr ,Irm ,''�� `� ' _ I' I CL. �' OWNER REQUIREMENTS WEBSITE: rY@ P ��� ROOF �' `� 1 li I i I STACKED SWITCHES www.roseberyarchitect.com LIGHT (OWNER TO SELECT FIXTURE) 3 THREE WAY Project Name and Address ' 4' FLORESCENT LIGHT -- - ELECTRICAL WIRE ZENK RESIDENCE DATA STUB-PROVIDE CAT-6 NEW RESIDENCE �H 6" RECESSED CAN LIGHT D5 CABLE TO ETHERNET PORT BXT\\� rl - ,' I - _ ' '�'' BE ROOM \\\ ,� 3" RECESSED CAN LIGHT <�T WALL MOUNTED TELEPHONE I , OATH I � &F1 ----_----- ' I � rt—+ `� @ 55 (CENTERLINE)A.F.F. 280 CEDAR POINT DRIVE W , o , ° I I I I I \ FLOOD LIGHT NOTE: FIXTURE 1 -i i `\ -- '� D5 i i 1 O I 1 t CANNOT BE GREATER THAN SOUTHOLD, NY O ' SmY 1 ; 1 ; 1 4 100 WATT TOWN OF SOUTHOLD MT 1 I I 6FI \\ �, ERV rot I ' �, 1 1 1 1 / SCTM. NO. 1000-90-2-14.1 Li 1 O ` �r NOTE: CONTRACTOR TO PROVIDE DOORBELL AS REQUIRED BY OWNER �l Il Project Sheet NOTE: ALL ELECTRIGAL COMPONENTS ARE TO BE INSTALLED IN COMPLIANCE WITH THE CURRENT VERSION OF NEC AND CHAPTERS 2018-45 _-� 33-42 OF THE NY5 RES. BUILDING CODE. I I I Date NOTE: ALL L15HTINO TO BE INSTALLED IN CLOSETS ARE TO BE FLUORESCENT OF ON A COVERED FIXTURE. DECEMBER 2018 E- 1 -- I` —D,—TO 5WITGH ----" -- ALL RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE IG—RATED AND LABELED AS HAVING AN AIR Scale FRONT DOOR LEAKAGE RATE NOT MORE THAN 2.0 GFM (OA44 L/5). ALL RECESSED LUMINAIRES SHALL BE SEALED WITH A OA5KET OR CAULK AS NOTED LIGHTING NOTE: LE55 THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH—EFFICACY LAMPS OR NOT LESS Drawing 0 SECOND FLOOR ELECTRIC PLAN THAN 75 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH—EFFICAGY LAMPS. NOTE: CONTRACTOR TO PROVIDE POWER FOR REQUIRED AIR HANDLERS AND GONDENSERS, 5EE MECHANICAL DRAWINGS. ELECTRIC SCALE 3/16" = I'-O" PLANS t , N N Basement 1st Floor GENERAL NOTES t7r"�7 1 P00I:(1r fi 1107 7O.NF.r te,d� 70NE2 !fc� OW Zfix, THIS DRAWING, PREPARED FOR THE SPECIFIC PROJECT INDICATED, IS AN INSTRUMENT OF SERVICE,AND THE R Ione PROPERTY OF ROSEBERY ARCHITECTURAL dnmpers N x efm STUDIO AND JOHN D. ROSEBERY xx<rm 11— 12 - P:t1.t: Li'Crt{.? ,';4ft'a; ARCHITECT PLLC. luxft BCPROUq{a OPFN.IRFA INFRINGEMENT OR ANY USE OF THIS 36x12 R ® PROJECT IS PROHIBITED. ANY ALTERATION, Ito x is o.r I aarrrr u•rc-t Rxis<x„ ,� �� OR REPRODUCTION OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT THE WRITTEN u2°a^ CONSENT OF THE ARCHITECT. a• I rrsrrtrcrt.F RarrrRcxanl 2z x i z P,a i'TR} 5'tL'r)Y =` CONSULTANTS: PRO I9'tiEIV: T2 r'iiiTf'RtV"U'.t7 , x• n^ Mechanical Legend -- -' Sheet Metal Supply Trunk Mechanical Legend Sheet Metal Return Trunk - Sheet Metal Supply Trunk i Flex Duct Sheet Metal Return Trunk ( Supply GrillefRegister Flex Duct GrillefRegister Above i Supply Grille/Register r Wall Grille/Register GrilleiRegister Above Wall Grille/Register Job#: 280 Cedar Point Drive Scale: 1 : 120 Job#: 280 Cedar Point Drive Scale: 1 : 137 Home Energy Solutions Home Energy Solutions pI, Performed b Gerson Rubio for: Performed b Gerson Rubio for: y Page 1 y Page 2 , ". 187 E Main St Right-Suite@ Universal 2021 187 E Main St Ri ht-Sute@ Universal 2019 ^G�Q 11tEi. � , 280 Cedar Point Drive Huntin ton,NY 11743 280 Cedar Point Drive g 9 21.0.08 RSU25299 Huntington,NY 11743 Southold,NY Southold,NY g 19.0,09 RSU25299 Phone:631-673-0664 2022-Mar-2416:04:26 Phone:631-673-0664 home-energysolutions.com gdlamay3@gmail.com2019-Nov-1210:22:09 ,,,280 Cedar Point Drive ManJSD.ru home-energysolutions.com gdlamay3@gmail.com ...280 Cedar Point Drive ManJSD.ru r,r ' r: '. 1 M 1 I N L ^R� G'YLoad Short Form Job: 280 Cedar Point Drive I lAvt: L N E ;CY Load Short Form Job: 280 Cedar Point Drive Architect registration expires 9-30-23. Date: 312412022 tt nI l Cy IN IS Date: 3124/2022 RAISE HOUSE ELEV.SOUTHOLD 1/23 AHU7 By: Gerson Rubio " "" AHU2 By: Gerson Rubio 16 BUILDING DEPT.COMMENTS 10/22 Home Energy Solutions Home Energy Solutions 15 BUILDING PERMIT SUB. 5/22 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdtamay3@gmaii.com gmail.com Web:home-energysolutions.com 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web-home-energysolutions.com WETLANDS PERMIT 14 APPROVAL,SUBMISSION 3/22 L :� ;a.M ;> TO SCDHS FOR PERMIT IT °•iw 9" r k `.typ t N For: For: 13 NYSDEC REVISIONS 1/22 280 Cedar Point Drive,Southold, NY 280 Cedar Point Drive, Southold, NY 2nd Floor 12 TRUSTEE REVISIONS 11/21 .l CONE-A ZONE 2B � " � - r t 11 TOWN OF SOUTHOLD 9/21 WETLANDS PERMIT APP I Htg CIg Infiltration Htg CIg Infiltration 10 DEC REVISIONS 6/8/21 ' t,4cfr° Outside db(°F) 8 84 Method Blower door Outside db(^°F) 8 84 Method Blower door MAY 28 COMMENTS ra: et I (°� g (partial) ( g ( g) ;E Inside db 72 75 Shielding/stories 3 artial /3 Inside db 72 75 Shielding/stories 1 no shielding)/3 DEC REVISIONS Design TD{°F} 64 9 Pressure/AVF 50 Pa/3031 cfm Design TD{°F) 64 9 Pressure/AVF 50 Pa/3031 cfm 9 MARCH 21 LETTER 5/21 Daily range - M Daily range - M f Inside humidity(%) 35 50 Inside humidity{%} 35 50 DEC REVISIONS Moisture difference (gr/Ib) 34 30 Moisture difference(gr/Ib) 34 30 8 HEALTH DEPT. SUB. 10-2020 Zone danipem If-,to 12x1° 12,to xxff 7 RELOCATE HOUSE 2-2020 1161 cfm 3 ' HEATING EQUIPMENT COOLING EQUIPMENT HEATING EQUIPMENT COOLING EQUIPMENT ts^ I I Make NAVIEN, INC. Make Rheem Make NAVIEN, INC. Make Rheem 6 HEALTH DEPT REV. 11/19 _€. Y't Trade DIRECT COIL Trade High speed Trade DIRECT COIL Trade RHEEM Model NCB-240E + H20-2-1524 Coil at 140F Cond RA1336AJ1NA Model NCB-240E+ H2O-3-2020 Coil at 140F Cond RA1330AJlNA 5 CONSTRUCTION DOCS 9/19 AHRI ref 8580772 Coil RH1V3617STANJA AHRI ref 8580772 Coil RH1V3617STANJA I ° �y '^ AHRI ref 7508910 AHRI ref 7508180 No. Revision/Issue Date <xrrn ter,.=:a : "' Efficiency 95 AFUE Efficiency 11.5 EER, 13.5 SEER Efficiency 95 AFUE Efficiency 11.5 EER, 14 SEER st,•n� ' Heating input 120000 Btuh Sensible cooling 25200 Btuh Heating input 120000 Btuh Sensible cooling 20300 Btuh Heating output 39800 Btuh Latent p cooling 10800 Btuh Heatingg output 45300 Btuh Latent cooling 8700 Btuh ROSEBERY „,,• r Temperature rise 30 °F Total cooling 36000 Btuh Temperature rise 41 OF Total cooling 29000 Btuh I Actual air flow 1200 cfm Actual air flow 1200 cfm Actual air flow 1000 cfm Actual air flow 1000 cfm ARCHITECTURAL Air flow factor 0.032 cfm/Btuh Air flow factor 0.047 cfm/Btuh Air flow factor 0.029 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Static pressure 0.70 in H2O Static pressure 0.70 in H2O STUDIO Space thermostat Load sensible heat ratio 0.84 Space thermostat Load sensible heat ratio 0.85 Mechanical Legend 1029 S I P P AVENUE Sheet Metal Supply Trunk i Sheet Meta!Return Trunk MEDFORD, N.Y 11763 Flex Duct ; PHONE: (631) 730-1262 Supply Grille/Register ROOM NAME Area Htg load Cig load Htg AVF CIg AVF ROOM NAME Area Htg load CIg load Htg AVF Clg AVF FAX: (631) 730-5476 Gri!le{RegisterAbove ; (ft2) (Btuh) (Btuh) (cfm) (cfm) (ftt) (Btuh) (Btuh) (cfm) (cfm) ___...._ ...........-._...._=.._....._......_.............W Wall Grille/Register.........! E-MAIL: rosebery@optonline.net ZONE 1A 652 11368 6439 366 299 ZONE 2A 647 15730 9626 452 492 WEBSITE: ZONE 113 1331 25939 24173 834 1124 ZONE 213 904 19046 11959 548 611 www.roseberyarchitect.com AHU 1 1983 37307 25804 1200 1200 AHU2 1551 34776 19566 1000 1000 Project Name and Address Other equip loads 2446 344 Other equip loads 1791 252 Job#: 280 Cedar Point Drive Scale: 1 : 120 Equip.@ 1.00 RSM 26148 Equip.@ 1.00 RSM 19818 ZENK RESIDENCE Performed by Gerson Rubio for: Home Energy Solutions Page 3 Latent cooling 4797 Latent cooling 3561 NEW RESIDENCE 187 E Main St Right-Suite@ Universal 2021 TOTALS 1 1983 1 39753 1 30945 1 1200 1 1200 TOTALS l 1551 1 36567 1 23379 1 1000 1 1000 280 Cedar Point Drive Huntington,NY 11743 21.0.08 RSU25299 Southold,NY Phone:631-673-0664 2022-Mar-24 16:04:28 home-energysolutions.com gdlamay3@gmail.com ...280 Cedar Point Drive ManJSD.ru 280 CEDAR POINT DRIVE, SOUTHOLD, NY BoldHtalicvalues have been manually ovenldden TOWN OF SOUTHOLD Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W!"ig 2022-Mar-2416:01:58 - - wrigtlttso�Ft- 2022-Mar-2416;01:58 SCTM. NO. 1000-90-2-14.1 - " - ...� ht-Suite@ Universal 2021 21.0.08 RSU25299 -.-,.......�. .,-.,..„ Right-Suite@Universa1202121.0.0ERSU25299 Ri Paget "'"""""�""""'"` g Page3 ...ar Point Drive1280 Cedar Point Drive ManJSD.rup Calc=MJ8 Houma Front faces: E /� ...ar Point Drive5280 Cedar Point Drive ManJSD.rup Calc=MJ8 House Front faces: E Project Sheet 2018-45 Date DECEMBER 2018 M — 1 MECHANICAL LAY T MECHANICAL SPECS Scale O U P LAN S AS NOTED NOTE: GONTRAGTOR HILL BE 5UPPLIED WITH COMPLETE REPORT UPON REQUE5T, NOT TO SCALE TH 15 15 FOR HEATI N6 AND GOOL I NO EQUIPMENT 5PEG I F I GATI ON5 ONLY., Drawing MECHANICAL PLANS NOTES A CET."A I. NO SPOIL SURCHARGE PERMITTED. ALL FILL MUST BE EN61NEERED FILL. P-I P-I 2. THIS POOL MEETS THE REQUIREMENTS OF AN51/N5PI-5 'AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN6ROUND SWIMMING POOLS'. DIVING EQUIPMENT 15 NOT ALLOWED. 3. SWIMMING POOL SHALL BE COMPLETELY AND CONTINUOUSLY SURROUNDED WITH A BARRIER CONSTRUCTED IN ACCORDANCE WITH REQUIREMENTS OF RAG 105 OF THE RESIDENTIAL CODE OF NY5(2010) AND IN CONFORMITY WITH ALL SECTIONS OF THE BROOKHAVEN TOWN CODE. 36" WIDTH,48" MIN. HEIGHT STEEL � GABLE GATE-SELF 4. ACGE55 GATES SHALL COMPLY WITH SECTION A6105.2 OF THE NY5 RESIDENTIAL CODE AND BE SELF CLOSING AND SELF L. - - - _ - - - - - _ _ _ CLOSING WITH LATCH LATCHING AND OPEN AWAY FROM THE POOL AREA. / \,T// - -� - / - - / / 5. DURING CONSTRUCTION THE CONTRACTOR SHALL ERECT A TEMPORARY BARRIER AROUND THE EXCAVATION AND PROVIDE GENERAL NOTES 411 PROVIDE I HAYBALES WHERE REQUIRED. 2-2XIO AT POOL E06EI b. POOL MUST BE EQUIPPED WITH AN APPROVED POOL ALARM CAPABLE OF DETEGTIN6 A CHILD ENTERING THE WATER AND THIS DRAWING, PREPARED FOR THE I I 4 I I SOUNDING AN AUDIBLE ALARM WHEN DETECTED THAT 15 AUDIBLE AT POOL5IDE AND AT ANOTHER LOCATION ON THE PREMISES SPECIFIC PROJECT INDICATED, IS AN WHERE THE POOL 15 LOCATED. THE ALARM MUST BE INSTALLED,MAINTAINED AND USED IN AGCORDANGE WITH THE INSTRUMENT OF SERVICE,AND THE D II' • MANUFACTURERS INSTRUCTIONS. THE ALARM MUST MEET ASTM F2208 "STANDARD SPECIFICATION FOR POOL ALARMS. THE PROPERTY OF ROSEBERY ARCHITECTURAL DEVICE MUST OPERATE INDEPENDENT(NOT ATTAGHED TO OR DEPENDENT OW OF PERSONS. STUDIO AND JOHN D. ROSEBERY I�Q I ARCHITECT PLLC. o I I G U N N ITE POOL I O I I b. POOL SUCTION FITTINGS(EXCEPT FOR SURFAGE 5KIMMER5) MUST BE PROVIDED WITH A COVER THAT GONFORMS TO A5ME/AN51 Al12.14.SM OR A MINIMUM 12" x 12" DRAIN GRATE OR A CHANNEL DRAIN SYSTEM. POOL CIRCULATION SYSTEM MUST BE EQUIPPED INFRINGEMENT OR ANY USE OF THIS II O " I I il'-I" WITH ATM05PHERIC VACUUM RELIEF IN THE EVENT THE GRATE COVERS LOCATED WITHIN THE POOL BECOME M1551N6 OR BROKEN. 121-01130'-0" PROJECT IS PROHIBITED.ANY ALTERATION, i SUCH VACUUM RELIEF SYSTEMS SHALL CONFORM WITH ASME A112.1q.17 OR BE A GRAVITY SYSTEM APPROVED BY THE TOWN OF OR REPRODUCTION OF THIS DOCUMENT IS 1 BROOKHAVEN.POOL SHALL BE PROVIDED WITH A MINIMUM OF 2 SUCTION FITTINGS OF THE ABOVE MENTIONED TYPE. THE SUCTION ALSO PROHIBITED WITHOUT THE WRITTEN I I I POOL 15 I I I / / FITTINGS SHALL BE SEPARATED BY A MINIMUM OF 3'AND MUST BE PIPED SUCH THAT WATER 15 DRAWN THROUGH THEM I I REINFORGER W/ ) - d,. I I 51MULTANEOU5LY THROUGH A VACUUM RELIEF-PROTEGTED LINE TO THE PUMP(OR PUMP5) VACUUM/PRESSURE GLEANING FITTINGS CONSENT OF THE ARCHITECT. I EL. 10.0 AT ASE bo" D I �--- I I SHALL BE IN AN AGCE55IBLE POSITION,MINIMUM OF b" AND NO GREATER THAN 12" BELOW THE MINIMUM OPERATIONAL WATER PROVIDE Q I I I I LEVEL OR BE AN ATTACHMENT TO THE 5KIMMER/5KIMMER5 . I I I I - I I I I I 7. ALL ELECTRICAL WORK SHALL COMPLY WITH THE REQUIREMENTS OF NFPA 70(NEG) PRINCIPALLY ARTICLE 680 AND THE NY5 I POOL EDGE I I I I RESIDENTIAL CODE SECTION 4102 THROUGH 410b. ALL R FGTRIGAL DEVICES MUST BE APPROVED BY UNDERWRITERS LABORATORIES CURRENT AND BE PROTECTED BY A GROUND FAULT INTERRUPTER(GFGI) CURRENT CARRYING ELECTRICAL CONSULTANTS: CONDUCTORS EXCEPT FOR TH05E PROVIDING POWER TO POOL LIGHTING AND POOL EQUIPMENT SHALL MEET THE SEPARATION M?lREQUIREMENTS OF TABLE E41035. ALL METAL ENCLOSURES,FENGE5 OR RAILINGS NEAR OR ADJACENT TO THE SWIMMING POOL / / THAT MAY BECOME ELECTRIGALLY CHARGED DUE TO CONTACT WITH AN ELECTRICAL GIRGUIT SHALL BE EFFECTIVELY GROUNDED. 8. WATER SOURCE FILLING THE POOL SHALL 13E EQUIPPED WITH A BACK FLOW PROTECTION DEVICE NY5 PLUMBING CODE 608. O q. ALL PIPING 15 DIAORAMMATIG UNLESS OTHERWISE STATED. 10.WALKS IF PROVIDED SHALL BE NONSLIP AND SLOPE AWAY FROM POOL EDGE, I/4"/FT(2%) MAXIMUM TO DRAINS A5 NOTED ON PLAN. - - - - - - - I I I I I 21X2' VENT I - - - - V ( -I I - - - - - \ / (� PROVIDE 18" HEI6FfT PLATFORM FOR II. A MEANS OF EGRESS FOR DEEP AND SHALLOW ENDS MUST BE PROVIDED IN ACCORDANCE WITH AN5I/N5PI-5 SECTION 6. - - - - - - - - - - - - - - POOL EQUIPMENT,EQUIPMENT TO BE - - - - - - - - -tHEATER PLACED ON J"Xb AGQ DEGKIN6,ON 2Xb 12. ALL DRAINAGE FROM THE POOL SHALL BE MAINTAINED ON THE 5UB.ECT PROPERTY. HOSE ° - - : I I F - -F0MA-noN 1 '= JOISTS AT Ib" O.G.,WITH POSTS DRAINAGE ILI 05E LOCATED AS SHOWN TO SLAB. PROVIDE 13. THE DESIGN 15 BASED ON A DRAINAGE SOIL WITH< 10%51LT. GROUND WATER SHALL NOT EX15T WITHIN THE EXCAVATION. IF IB DIRECT BLOCKING UNDER POOL HEATER AS GROUND WATER EXISTS WITHIN 6-0" FROM GRADE,DEWATERING FACILITIES WILL BE REQUIRED. A SEPARATE DEWATERING PLAN I5 I vENTREQUIRED TO BE SUBMITTED BY A PROFE55IONAL ENGINEER POOL L PO L-- I I NOTE: PROVIDE PROPANE TANK AT I I I I I DP I I EL.8.1 ON EXTERIOR IF 6A5 14. ALL 6A5 AND OIL HEATERS(IF INSTALLED) FOR THE INGROUND SWIMMING POOL SHALL BE NATIONAL APPLIANCE ENERGY I I I I N EQ U I P M E N 2.2X8 ,; I I HEATER 15 INSTALLED CONSERVATION ACT(NAEGA) COMPLIANT. POOL HEATERS 5HALL BE TESTED IN AGGORDANGE WITH AN51 22156 AND SHALL BE I I I EL.bb - I INSTALLED IN AGGORDANGE WITH MANUFACTURERS SPECIFICATIONS. OIL FIRED POOL HEATERS SHALL BE TESTED IN I I � p I � I I I I 7'_4" �� 4" PVC, PIPE TO AGGORDANGE WITH UL72b. POOL HEATERS SHALL BE LOCATED OR GUARDED TO PROTECT AGAINST AGGIDENTAL CONTACT of $ C 8" DRYWELL (SEE HOT SURFACES BY PERSONS. POOL HEATERS 5HALL BE PROVIDED WITH TEMPERATURE AND PRE55LRE-RELIEF VALVES. FOR 4" POURED CONCRETE SLAB �O! 51TE PLAN) HEATERS NOT PROVIDED WITH AN INTEGRAL BYPA55 SYSTEM. A BYPASS LINE SHALL BE INSTALLED FROM INLET TO OUTLET 5EE FOUNDATION PLAN I TO ADJUST WATER FLOW THROUGH THE HEATER. POOL HEATFR5 SHALL BE PROVIDED WITH THE FOLLOWING ENERGY r - - - - - - - - - - - - - - - - - - - - � I I I GONSERVATIONMEASURES: I I I N Ip 15. ALL POOL HEATERS SHALL BE EQUIPPED WITH AN ON-OFF SWITCH MOUNTED FOR EASY ACCESS TO ALLOW SHUTTING OFF THE O I I OPERATION OF THE HEATER WITHOUT ADJUSTING THE THERMOSTAT SETTING AND TO ALLOW RESTARTING WITHOUT RELIGHTING THE - - - - � - � - - - - - - - - - - - - - - - L_�-_ PILOTLI6HT. L 3-2X6 FU151-15D _ _ _ e------r I.. _ , Ib. HEATED 5WIMMIN6 POOLS SHALL BE EQUIPPED WITH A POOL COVER-PROVIDE PLASTIC COVER TO POOL TOP - - - - - - - - - - - - - - - Z - J dJ - IT TIME CLOCKS SHALL BE INSTALLED 50 THE PUMP GAN BE SET TO RUN DURING OFF-PEAK ELECTRICAL DEMAND PERIODS AND Architect registration expires 9-30-23. POOL PLAN ' " " 3'-4" II'-0" I'-4" 2'-O" ° GAN BE SET TO RUN THE MINIMUM TIME NECESSARY TO MAINTAIN THE POOL WATER IN A GLEAN AND SANITARY CONDITION IN I I-8 ACCORDANCE WITH APPLICABLE SANITARY CODE OF NEW YORK STATE. 16 RAISE HOUSE ELEV.SOUTHOLD 1/23 0 m BUILDING DEPT.COMMENTS 10/22 SCALE 1/4" - 1'-0" POOL AREA - 500 50.FT. I8. THIS DRAWING 15 FOR STRUCTURAL SHELL ONLY. ALL ACCESSORIES AND APPURTENANCES ARE DEFINED BY OTHERS. 15 BUILDING PERMIT SUB. 5/22 POOL VOLUME 1,500 GU. FT. = 11,220 5ALLON5 Ill. BAGKFILL WITH GLEAN EARTH,FREE OF ROOTS AND DEBRIS. Do NOT ALLOW THE HEIGHT OF BAGKFIH TO EXCEED THE HEIGHT OF THE WATER IN THE POOL BY MORE THAN W, OR THE WATER TO EXCEED BACKFILL BY MORE THAN 8" WETLANDS PERMIT 14 APPROVAL,SUBMISSION 3/22 20.PLACE CONCRETE ON SANDY TO LOAM SOIL. REMOVE ANY CLAY DEPOSIT AND COMPACT GLEAN BAGKFIH . TO SCDHS FOR PERMIT 21. PROVIDE DRAIN COVERS AND ENTRAPMENT PROTECTION IN AGGORDANGE WITH AN51 AP5P 200b--1.THIS 15 IN COMPLIANCE WITH 13 NYSDEC REVISIONS 1/22 RG SECTION A610b. 22. THE POOL WAS DE-516NED IN ACCORDANCE WITH THE FOLLOWING: 12 TRUSTEE REVISIONS 11/21 22.1. THE BUILDING CODE OF NEW YORK STATE (2010) 222. THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE(2014) 11 TOWN OF SOUTHOLD 9/21 Y-O" HEIGHT 6LA55 22.3. THE FUEL GAS CODE OF NEW YORK STATE(2010) WETLANDS PERMIT APP. RAILING - 5EE ARGH. 22.4. THE RESIDENTIAL CODE OF NEW YORK STATE (2010) DEC REVISIONS ELEVATION5 225. THE NEW YORK STATE SANITARY GODE. 10 MAY 28 COMMENTS 6/8/21 22b. AN51/N5Pi-5 STANDARD FOR RESIDENTIAL IN-6ROUND SWIMMING POOLS. 5TONE GOPING SLOPED 22:1. CODE OF THE TOWN OF NORTH HEMPSTEAD 9 DEC REVISIONS 5/21 AWAY FROM POOL EDGE MARCH 21 LETTER DECK 5URFAGE -5EEDEC ARGHITEGTURAL PLANS CHECK VALVE 8 HEALTH DEPT. SUB. 10-2020 2-2X10 BLOGKIN5 AT FROM SKIMMER 7 RELOCATE HOUSE 2020 SKIMMER WI I POOL EDGE - 3-2X12 STEEL 61RDER 5EE FOUNDATION SGS J PUMP DEGK 5URFAGE PITCH 11-0111 6 HEALTH DEPT REV. 11/19 PLAN VAGWM PORT � RETURN 5TAINEL55 5TEEL J"/FT. AWAY FROM POOL 2" BLUESTONE COPING 5 CONSTRUCTION DOCS 9/19 GUNNITE POOL LADDER IN m,l bXb AGO POST ON PB66 POST BASE ON WALL AND P R O P O S E D AGGoRDANGE WITH R!LNC 15" DIA. X 36" DEPTH POURED GONGRETE BASE,SEE POOL LOGAL CODE. (3) #4 BARS GOVT. BOND No. Revision/Issue Date FOOTING 'I Q DETAIL THIS I' BEAM ALL AR bXb TILE FAGIN6, TO 12 #4 5TEEL REINFORGEMENT 5GHED. Ib" O.G. BELOW GOPIN6, OWNER TO ll ROSEBERY SHEET #4 BARS, BOTH VERTICAL d SELECT 5TYLE DEPTH < 61-011 > b-0 HORIZONTAL TYP. MAx� VERTIGAL DIM 15 HORIZ. Ib" O.G. Ib" O.G. ARCHITECTURAL TO DISPOSAL/ -O #4 REBAR WALL THIGKNE55�VARIE5, VERT. Ib" O.G. b" O.G. STUDIO DRYWELL b -8 MIN. MARBLE DU5 PNEUMATIGALLY FINISH FLOOR Ib" O.G. EAGH WAY OR 1029 SIPP AVENUE APPLIED GONCRETE MESH EQUIPMENT MEDFORD, N.Y 11763 DOWEL POOL WALL INTO GONGRETE RADIUS VARIE5 PHONE: (631) 730-1262 FOUNDATION WALL e . FAX: (631) 730-5476 DIVERTR ro \\i\\i /\ �\��\��\��\��\��\��\ \\i\\/\\/\\i\\i\\/\\/\\/\\/\\/\� ( POOL sebe tonlIf .. \\%/\\j / " GONGREE SLABNF. w/ \ \ \ \ \ \ \ \�\ \ \ = I I O VALVE 4ry o in °� p 12 POURED CONCRETE FOUNDATION //\//\//\//.bXb-2.9 WW.M. ON TDP OF //\//\//\//\//\//\//\//\//\//\// , 4" CONCRETE SLAB PLATFORM AT WEBSITE: HALL REINF. W/#5 REBAR SRTURAL FILL 4. Pool BASE www.roseberyarchitect.com \\i\\i\\i` %\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\ . HORIZONTAL 16" O.G. W/2X4 KEY AT I I j\\\/\\\//\\\/\NOTE: SIRUGTURAL FILL TO BE��\\/\\/\\/�\\/�\\/�\\/�\\/�\\/�\\/�\\/�\ Project Name and Address BA5E e / //�/ /�GOMPAGTED BEFORE 5LAB 15 WELL COMPACTED STRUCTURAL FILL I IRED \\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\ I I UNDER 5LAB. ZENK RESIDENCE #5 VERTGAL REBAR Ib O.G. FILTYER/\/\/\/\/\/\/\/\/� \ NEW RESIDENCE 12 POURED FOUNDATION WALL TIED INTO 12" X 24" POURED GONGRETE L - - °. a a 24 XI2 POURED CONCRETE FOOTING FOOTING REINF. W/4# 5 REBAR ,< A HORIZONTAL POOL WALL DETAIL 280 CEDAR POINT DRIVE, t. °a °. d . SCALE 1/2" = 1'-0" SOUTHOLD, NY HEATER TOWN OF SOUTHOLD 0 POOL CROSS SECTION SCTM. NO. 1000-90-2-14.1 SCALE I/2"= " Project Sheet �- 2018-45 Date P- 1 TO RETURN DECEMBER 2018 Scale CHECK VALVE AS NOTED PLUMBIN6 SIGHEMATIG. Drawing N.T.5. POOL D RAW I N G S & SPECS. GEMENT BACKER BOARD CERAMIC TILE OR TUB SURROUND Generated by REScheck-Web Software '• ;;'t" s'L^lt�°,.ea� ..t,,,a .n.<,a, .i .✓"• :;�,:` 0 o Compliance Certificate Window 1:Wood Frame SHGC:0.27 58 * 0.290 0.320 17x4 19 fied DRYWALL CAULKED TO TOP PLATE THE RESIDENCE MUST BE TESTED BY TUB SURROUND BEYOND Orientation:lWd FramUnspe,16" Wail 2:Wood Frame,16"o.c. A THIRD PARTY RATER FOR AIR 700 25.0 0.0 0.053 0.060 20 22 LEAKAGE. THE MAXIMUM ALLOWABLE N OF SE NT Orientation:Unspecified Project Zenk Residence Door 1:Glass Door(over 50%glazing) EXTERIOR SHEATHING GLUED OR RATE OF AIR LEAKAGE AS VERIFIED INSULATED EXTERIOR STUD O SHGC:0.27 269 0.290 0320 78 86 6A5KETED TO TOP PLATE BY THE AGH 50 TEST I5 3 AIR CHANGES PER HOUR. THE TEST 15 TO WALL 2X BACKER BOARD Energy Cod': 2018 IECC Orientation:Unspecified Window 2:Wood Frame GENERAL NOTES BE PERFORMED AT ANY TIME AFTER BETWEEN STUDS Location: Southold,New York SHGC:0.27 63 0.290 0.320 18 20 EXTERIOR SIDING �� Construction Type: Single-family Orientation:Unspecified THE GREATION[AND COMPLETION] OF 1/2 WATERPROOF 6YP. p TAPED OR SEALED JOINTS IN ALL OF THE REQUIRED BUILDING BOARD TO INTERIOR(GREEN EXPANDING FOAM Project Type: New Construction Wali 3:Wood Frame,16"o.c. THIS DRAWING, PREPARED FOR THE orientation; Bld faces 0 de from North orientation:Unspecified 350 25.0 0.0 0.053 0.060 16 18 SPECIFIC PROJECT INDICATED, IS AN EXTERIOR SHEATHING PENETRATIONS. A WRITTEN REPORT BOARD) UNDER TUB 9• 9• P EXTERIOR LING GLUED OR OF THE RESULT OF THE TEST SHALL Conditioned Floor Area: 3,441 ft2 Window 3:wood Frame INSTRUMENT OF SERVICE,AND THE BE 516NED BY THE PARTY Glazing Area 37% SHGC:0.27 53 0.290 0.320 15 17 6ASKETED TTOO BOTTOM OTTOM PLATE GONDUCTING THE TEST,AND SHALL BE Climate Zore: 4 (5572 HDD) Orientation:Unspecified PROPERTY OF ROSEBERY ARCHITECTURAL PROVIDED TO THE CODE GONTINUOU5 SEALANT AT BATT INSULATION BETWEEN J0I5T5 Permit Date: Wall 4:Wood Frame,16"o.c. 613 25.0 0.0 0.053 0.060 20 23 STUDIO AND JOHN D. ROSEBERY Permit Number: Orientation:Unspecified ARCHITECT PLLC. ENFORCEMENT OFFICIAL. LOCATIONS INDICATED UNDER BATH TUB Door 2:Glass Door(over 50%glazing) A PERMANENT CERTIFICATE 2" RIGID INSULATION BOARD Construction Site: Owner/Agent: Designer/Contractor: SHGC: tion 60 0.310 0.320 19 19 EXTERIOR SHEATHING GLUED O SHALL BE COMPLETED BY THE AT RIM J015T5 J ry Orientation:Unspecified INFRINGEMENT OR ANY USE OF THIS 280 Cedarbrive East John Zenk Rosebe Architectural Studio 6A5KETED TO TOP PLATE BUILDER OR RESISTERED VE-516N. Southold, 4:Wood Frame Southold,NY 160 Kings Drive 1029 Sipp Avenue PROJECT IS PROHIBITED.ANY ALTERATION, PROFESSIONAL AND P05TED ON Riverhead,NY Medford,NY 11763 SHGC:0.27 177 0.290 0.320 51 57 OR REPRODUCTION OF THIS DOCUMENT IS 631-767-0642 631-730-1262 Orientation:Unspecified A WALL IN THE SPACE WHERE THE rosebery@optonline.net Wail 5:Wood Frame,16"o.c. ALSO PROHIBITED WITHOUT THE WRITTEN FURNACE 15 LOCATED, A UTILITY Orientation:Unspecified 177 25.0 0.0 0.053 0.060 B 9 CONSENT OF THE ARCHITECT. TAPED OR SEALED JOINTS IN ROOM OR AN APPROVED BATHTUB SURROUND INSULATION DETAIL Window 5:Wood Frame EXTERIOR SHEATHING LOCATION IN51DE THE BUILDING. 5GALE: N.T.S. ., w; SHGC:0.27 20 0.290 0.320 6 6 "n"I,, , Orientation:Unspecified Compliance: 13.0%Better Than Code Maximum UA: 709 Your UA: 617 Maximum SHGC: 0.40 Your SHGC: 0.27 Wall 6:Wood Frame,16"O.C. The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. Orientation:Unspecified 177 25.0 0.0 0.053 0.060 8 9 EXTERIOR SHEATHING GLUED OR It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Window 6:Wood Frame 6ASKETED TO BOTTOM PLATE Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path In REScheck.Each slab-on-grade SHGC:0.27 20 0.290 0.320 6 6 CONSULTANTS: assembly it the specified climate zone must meet the minimum energy code Insulation R-value and depth requirements. Orientation:Unspecified Floor:All-Wood Joist/Truss 1,928 35.0 0.0 0.028 0.047 54 91 Envelo e Assemblies Basement Wali:Solid Concrete or Masonry p Orientation:Unspecified Wali height:7.0' 1,680 0.0 20.0 0.042 0.059 71 99 S w%%i' '. yil^ a '• : ..1, EXTERIOR SHEATHING GLUED OR :� ' x}3�^"":::�.�.> �'r+'�;:s�`;:", ;, ,r" �;;.. Depth below grade:4.0' 6ASKETED TO SILL PLATE t .. .. r�' :.i'.' ,�'' :�`; ':�,.}: :�` �`� i , Insulation depth:7.0' GONT1N10115 SAND OF SEALANT "`, .. ;: CnNUOU5LOCATIONS SHONN Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other -DOUBLE TOP PLATE Ceiling:Cathedral Ceiling 1,928 30.0 0.0 0.034 0.026 66 50 calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in SILL PLATE INSTALLED OVER SILL 1/2.6YP.BOARD ON CZLIN6 Wali:Wooc Frame,16"o.c. REScheck Version:REScheck Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. GASKET V2.�P_BALM ON BATT OR FOAM R6UATioN 600 25.0 0.0 0.053 0.060 11 12 WALLS 4 TRIM SIDING,TYVE'PAPER OVER I-RIGID Orientation:Unspecified IF6ULATiON� PLYWOOD SHEATHING Door:Solid Door(under 50%glazing) 20 0.400 0.320 8 6 NOTE: SHADED COMPONENTS INTERIOR HHOOD TRIM 2-2X FADER NTH RIGID INSULATION Orientation:Unspecified Name-Title Signature Date DESIGNATE AIR FLO RETARDER GONTINOUS BAND OF CAULKING AT BEIAB M PLAN;) Window 3:1.Vood Frame SYSTEM LOCATIONS SHONN 2X4 PLATE SHGC:0.17 73 0.290 0.320 21 23 NNl)OW SAD Orientation:Unspecified Window is Wood Frame SHGC:0.27 58 0.290 0.320 17 19 - - - - Orientation:Unspecified INSULATION AROUND HEADER-2X4 WALL Window 3:Wood Frame 0.27 AIR BARRIER DETAILS & NOTES SGALE, N.T.S. OHrientaticn:Unspecified 73 0.290 0.320 21 23 Window:Wood Frame SHGC:0.27 177 0.290 0.320 51 57 Orientation:Unspecified Wali 1:Wood Frame,16"o.c. Orientation:Unspecified 350 25.0 0.0 0.053 0.060 15 18 Project Title:Zenk Residence Report date: 01/17/23 Project Title:Zenk Residence Report date: 01/17/23 Data filename: Page 1 of10 Data filename: Page 2 of10 RES-CHECK CALCULATIONS ROOF SHINGLES.SEE ROOF PLAN FOR ADDITIONAL INFO. Architect registration expires 9-30-23. PROVIDE ICE I WATER SHIELD TO 24'INSIDE EXTERIOR WALL.,OVER ALL"61IN6 AND GUTTER ATTACHMENT RAISE HOUSE ELEV.SOUTHOLD 1/23 HARDWARE IN ACCORDANCE NTH SECTION 9052.1.1(NYS 16 BUILDING DEPT.COMMENTS 10/22 CODE) 2'X ROOF RAFER5.SEPLANS FOR ADDITIONAL INFO. 15 BUILDING PERMIT SUB. 5/22 MAINTAIN I'AIROAP FOR ROOF VETTING.PROVIDE I HEREBY CERTIFY COMPLIANCE WITH ENERGY STAR BY PC FOLLONNI6 METHOD,COMPLIANCE WITH ATM ELATION BAFFLES AS,REMMED• 2015 NYS ENERGY CODE BY THE FOLLOWING,METHOD. N LAYER OF M T FACED BATT IN5U.ATIOT BETWEEN EN ALL STAR Lri AND SKYLIGHTS MUST D ENERGY STAR QONES 2 OR NST ALL SPED ENERGY S FOR WETLANDS PERMIT DESIGN CONFORMS TO THE REQUIREMENTS STATED IN TABLE 402.12 NYS E3JERG'C GODS ENERGY STAR QUALIFIED WINDOWS. NtlNDOWS IN CLIMATE ZONES 2 AND 4 MUST EXCEED ENERGY STAR R"4 CBLI%JOINTS AND N LAYER OF LWACE,BATT U THE THERMAL ENVELOPE REQUIRE114NT5 MEET OR EXCEED SECTION NI102 OF THE 2015 IRC. SPECIFICATIONS(CLIMATE ZONE 4.U-VALUE%%U&M 0.40 AND SHGC ASASUa%U 0.45) VISIT 14 APPROVAL,SUBMISSION 3/22 INSULATION P641BVIULM To CEILING,JOISTS.SE COMPLIANCE DETERMINED BY MEETING PRESCRIPTIVE INSULATION REGUIREt-LENTS BY USING A TOTAL WNYLENER6YSTARSOV/WNDOY5 FOR MORE INFORMATION ON B4526Y STAR QUALIFIED WINDOWS. TO SCDHS FOR PERMIT SECTIONS FOR ADDITIONAL INFO UA ALTERNATIVE(SEE RESGNEC.K FOR VALUES) II. ALL DE00RATNE 6LA65 AND SKYLIGHT NNDOW AREA COUNTS TOWARD THE TOTAL WINDOW 5IMP5ON H25 HURRICANE STRAPS EV 3ZY RAFTER ! AREA 13 1/22 UNLE55 OTHERWISE NOTED SEE DETAILS 2) THE ELECTRICAL VENTILATION SYSTEMS MUST NST OR EXCEED THE REQUIREMENTS AS,NOTEDb. IN ERG CLIMATE ZONE 4A AN IMPROVED WINDOW.U-VALUE IS REQUIRED Aim IS DETERMINED BY. NYSDEC REVISIONS RIGID INSULATION. BELOW REWIRED U-VALUE=(O.IBMPA)at D!!, R Y STAR U-VA UIIE WHERE THE ENER6Y STAR U-VALUE 15 THE MINIMUM GUTTER.SEE ROOF PIAN FOR ADDITIONAL INFO. 3) EXIM 34T EFFICIENCY STANDARDS SHALL MEL=T OR EXCEED THE REQUIREMENTS OF THE LOCAL REQUIRED U-VALUE OF THE CLIMATE-APPROPRIATE WINDOW 5PEGINED IN TH15 BOP. CONTINUOUS SPRAY AM SEALANT IX-PRE-PRIMED FASCIA BOARD-WRAP W/AUK 13UIUXR OPTION PACKA6E PRESCRIPTIVE NOTED BELOW 12 TRUSTEE REVISIONS 11/21 AT THE TOP OF ALL WALLS FA5UA CLADDING M.THROUGHOUUNl T f55 4) ALL WINDOWS TO BE EiEIRGY STAR LABELED WITH A MAXIMUM U-FACTOR OF 031 WITH A SH6 ,OF 029 12. UP TO 0.-15%WA MAY BE USED FOR DECORATIVE GTH LASS AT DOES NOT MEET ENERGY STAR GONT1N10U"CAULK OR SPRAY FOAM OTHERWISE NOTED REQUIREMENTS. FOR EXAMPLE,A HONE WITH TOTAL ABOVE-61RADE CONDITIONED FLOOR AREA OF 2p00 91. SEALANT U2'DRIP E,GE TYPICAL MAY HAVE LLP TO 15 91.(075%OF 2,000)OF DECORATIVE GLASS. TOWN OF SOUTHOLD (2)2'X4'TOP PLATE WITH SEAL. CONT.I'SOFFIT VENT NTH PERFORATE SOFFIT13. TO DEFINE DOMISTIG HOT WATER(bHIWI EF REQURB ENPS FOR ADDITIONAL TANK SIZES,USE THE 11 9/21 NAT�ALOFAPPROVED PEST h�,ORSGREDW ENERGY STAR QUALIFIED HOMES WETLANDS PERMIT APP. KRAFT FAGE7 BATT IlSUI AT01 SEE FXTER!OR VINYL SOFFIT,SE DRANK 55 NATIONAL BUILDER OPTION PG AKA6E GAS DHW EF%"%U Ohol-(0.002 x TANK GALLON CAPACITY) ELECTRIC DHW EF%%Lb%%)0.97- L-IN SECTIONS FOR ADDITIONAFO. SEL ELEVATIONS. MIXED AND GOLD CLIMATES(2015 ERG CLIMATE ZONES 4A) (0.001 x TANK 6ALLDN CAPACITY) 10 DEC REVISIONS 6/8/21 WOOD 5iUD5.5EE Co lsTRUGTION PLANE __�RIGID. I/2"GYPSUM WALLBOARD (0.001 IN5111Js`T01 14.IN HOMES NTH 6A5 OR OIL HYDRONIG SPACE HEATING,WATER HFATIM6 SYSTEMS MUST HAVE AN I MAY 28 COMMENTS 'n-V 'HOME WRAP OR EQUAL RIGHT SIZED 13 SELF A/C (14 �/115 BR/85 HSPF) INTTERIOR U2-EXT•GRADE PLYWOOD. • • EFFICIENCY%%Il>SIS%U 078 EF. THIS MAY BE MET TFIROl16H THE USE OF AN INSTANTANgOl15 WATER HEATING EQUIPMENT(NENERGY STAR QUALIFIED HEAT PUMP SYSTEM OR AN INDIRECT STORAGE 5Y57EM WITH A BOILER THAT HAS A SYSTEM EFFICIENCY%%A%%U 85 AME 9 DEC REVISIONS 5/21 PROVIDED) HOMES WITH TAWU 55 COIL HOT WATER HEATING 5Y5TEM5 GAN NOT BE QUN..IFI®U51N6 THIS BOP, Bur MARCH 21 LETTER 2X6 EXTERIOR WALL ENERGY STAR QUALIFIED GAS FURNACE 90 AREJ GAN EARN THE LABEL USING,THE ENERGY STAR PERFORMANCE PATH REQUIREMENTS. HEATING OR ENERGY STAR QUALIFIED HEAT PUMP(SES NOTE 3 FOR SPEGS) 15. ANY COMBINATION OF B4ER6Y STAR QUALIFIED PRODUCT'S LISTED MAY BE INSTALLED TO N'IE=T T1415 DEC REVISIONS EQUIPMENT OR EiNERGY STAR QUALIFIED BOILER(85 AFUFU REQUIREMENT. E3NIER6Y STAR QUALIFIED VENTILATION FANS INCLUDE RANGE HOOD,BATHROOM AND 8 HEALTH DEPT. SUB. 10-2020 OR ENERGY STAR QUALIFIED OIL FURNACE(85 AFUE) INLINE FANS. ENERGY STAR QUALIFIED LIGHTING FIXTURES INSTALLED IN THE FOLLOWING LOCATIONS THERMOSTAT ENERGY STAR GUALIFIE D THERMOSTAT CEPT FOR ZONES W/RADE kNIT HEAT) SHALL-NOT BE COUNTED.STORAGE ROOMS(e .,CLO5E75,PANTTRI5,5HED5)OR 6ARA6E5. EL16IME APPLIANCES INCLUDE ENERGY STAR GUALIFIHS REFRI6�ATORS,DISH WASHERS AND WASHING MACHINES. DUCT WORK <4 cfm TO OND DUCTS I/INC N T1 AND LEAKAGE Rfi mh FURTHER fffIGIE WY AND SAVINGS GAN BE ACHIEVED BY INSTALLING ENERGY STAR GUALIFI® 7 RELOCATE HOUSE 2-2020 +,e INSULATION. DUCTS IN TE ONDS 3I 4 SPADES PRODUCTS,IN ADDITION TO THOSE REQUIRED(e g.,ADDITIONAL LI6HTiN6, INFILTRATION AGHSO. b h CLIMATE ZONES 3-4 �JQ R-15 3" R161D INSULATION. ENIVELOPE6 z • INSULATION LEVELS THAT M1E3 r OR EXCEED THE 2oo4 IRQ olah 16. EFfICIEIr LHTi 16N6 FIXTURES iREPRE5ENT A 516NIFICANrT OPPORTUNITY FOR PB2SIST NIT ENERGY SAVINGS 6 HEALTH DEPT REV. 11/19 SEAL ALL SEAMS AROUND BATT INSULATION BETWEEN • COMPLETED THERMAL BYPASS INSPECTION CFEGKLIST 9 AND A MEANINGFUL WAY TO DIFFE2ENTTIATE ENERGY STAR QUAUFIED HOMES FROM THO°-:E MiEIETTN6 AIR SEAL THE TOP OF ALL WINDOWS ENERGY STAR QUALIFIED WINDOWS OR BETTER MECHANICAL VENTILATION: RIGID INSULATION WITH CEILING JOISTS SEE A,UT"TWALLYC.ONAROLLEDW WICALVEIMATIONSIVUBEM5TALLM To MEET M 5 CONSTRUCTION DOCS 9/19 SPRAY FOAM INTERIOR WALLS/ATTIC SECTIONS 6ADASDI��REQUIREMENTS =pbl�C�� 60 GAL=051 eo GAL=0.53 INTER5EGTION5 FULLY WITH F0114+INS RroG1NRB•NS FOR,ESM AIR RDD WATER HEATER ELECTRIC(ES,). 40 6AL=0.93 50 6AL=OA2 60 6AL=0.89 SPRAY FOAM. SEAL ALL 13.0 OIL OR OAS INT59RATED WITH SPACE HEATING BOILER TABLE M50133(I)WS W5.GODS ELECTRICAL, PLUMBING, ETCLIGHTING AND FIVE OR MORE ENERGY STAR QUALIFIED APPLIANCES,UISHTT FIXTURES', CONnN!"JS HHOLE40AE ZAL VEKMUTIM SYSTEM AM.OW RATE FXWNo. Revision/Issue Date CONTINUOUS CAULK OR PENETRATIONS INTO ATTICtANIGES 13.16 CEILING FANS EQUIPPED WITH LIGHTING FIXTURES AND/OR VENTILATION FANS For 51'1•qp"e foot-OD"m2,I able root mwte.oDO04rA F319.SPRAY FOAM SEALANT AT PLooR AREA ALL TOP PLATES AND SILL TOP PLATE ENERGY STAR QUALIFIED HOMES NATIONAL BUILDER OPTION PACKAGE ROSEBERY PLATES NOTES: 6-7 I/2" GYPSUM WALLBOARD 1. THIS PROJECT 15 IN CLIMATE ZONE 4A,AS DETERMINED BY THE 2015 INTERNATIONAL RESIDENTIAL CODE h (IRC),FIGURE 1,11101.2. ; -5 45 60 T5 40 � ARCHITECTURAL 2. COOLING EQ I MIENT SHALL BE 51ZED AGC.ORDING,TO THE LATEST EDITIONS OF ACOA MAwA1.5 J i 5, STUDIO 2X4 WOOD STUD ASHRAE HANDBOOK OF FUNDAMENTALS OR AN EQUIVALENT PROCEDURE. MAXIMUM OVE RSIZIN5 LIMIT MAOI -1 Z as l20 las 00 FOR AIR CMITIONERS AND HEAT PUMPS 15 15%%%. THE FOLLOWING,OPERATING,CONDITIONS SHALL BE CONTINUOUS CAULK OR f. A USED IN THE SIZING,CALCULATIONS AND VERIFIED WHERE REVIF-NE7 BY THE RATER, SPRAY FOAM IN ALL SEAMS z OUiDOOR TEMPERATURES SHALL BE THE 99O%ND 1.0%DE516N TEMPERATURES AS PUBLISHED IN THE ASHRAE TABLE M50r330 1029 S I P P AVENUE OF 5UBFLOOR TO CREATE HANDBOOK OF F LINDAMiENTAL S FOR THE HOW's LOCATION OR M 05T REPRESENTATIVE CITY FOR WHICH TT15tr MEOL 4101iJI E MEDT NICAL VE3mLATldy RATE FACTORS(4 b) DESIGN T MPETRATURE DATA ARE AVAILABLE;INDOOR TEMPERATURES SHALL BE-15 F FOR COOLING AND 10 F �TI'EPERCAINrA6E IN EACH 4-H= T MEDFORD, N.Y 11763 AN AIR SEAL FROM FIRST � FOR HEATING INFILTRATION RATE SHAD BE SELECTED AS,'iT6HT'OR THE EQUIVALENT T92M. IN SPECIFYINGFLOOR TO BASEMENT \\ \\ \\ EQUIPMENT,TIE NEXT AVAILABLE SIZE MAY BE USED. iN ADDITION,INDOOR AND OU DOOR COILS SHALL BE PHONE: (631) 730-1262 MIATC EP IN ACCORDANCE NTH ARI STANDARDS. A FOR VE9ITILATION SYSTEM I M TIME VALUES WTIEEN TfM 61VBy T}E FACTORS AREAIR SEALINC AT INTERIOR WALLS/ATTIG 3. HOMES NTH HEAT PUMPS IN CLIMATE ZONE 4 M15T HAVE AN H5PF%r�%%U 65,WHICH EXCEEDS THE ►� To EE DeTERMHV Br 1NT�a ATION. FAX: (631) 730-5476 (2) 2X6 AGO SILL PLATE \ \ ENERGY STAR MINIMUM OF 82 H15PF. IN HOMES WITH HEAT PUMPS THAT HAVE B WRAPdaTION WrOtV TtE TME 15 PROFIBITE D WITH CONTINUOUS ALUMINUM /\\ \j 5CALEi N•T•S' THERMOSTATS. IN HOMES NTH HEATPUh1P�•THAT HAVE�THL3oioSTAT5,THE TIERM05TAT TABLE MMA E-MAIL: rosebery@optonline.net MUST HAVE'ADAFnvE RECOVERY'TECHNOLOGY TO PREVENT THE EXLE551VE U5E OF ELECTRIC BACK-IUP MMM REWRED LOCAL MIAI ST RATES FOR OE-ALO 7W0-PAMLY TERMITE SHIELD AND SILL G' HEATING,. DHELLM95 WEBSITE: SEAL I N5ULATION \� 4. DUCTS MUST BE SEALED AND TESTED TO BE%%U<%%U 4 GFM TO OUTDOORS/100 SF.OF CONDITIONED For 51.1 wblc toot per mhke-OD0047H m5/s. FLOOR AREA AS DETERMINED AND DOCAkUMV BY A CERTIFIED RATER U5R16 A APPROVED OR AFEA TO BE 1W EXHAUST RATES www.roseberyarchitect.com EQUIVALENT ASTM-APPROVED TE51NO PROTOCOL. DUCT LEAKA6E TESTING CAN BE WAIVED IF ALL DUCTS ptrhe„6 100 eft YderwAterk or 25 ohn contImm AND AIR HANDLINl6 EQUIPMENT ARE LOCATED IN CONDITIONED SPACE(Ie.NTHIN THE HOM PS AIR AND Baftwone-Tdbt Roam Mwtmkal e>A�t ccpxt0 ehn y of 5Project Name and Address THERMAL BARRIERS) AND THE ENVELOPE LFAKA6E HA5 BEEN TESTED To BE<3 AGHFM 50 OR <025 C50 tkermu"or 20 ohn 4rkwae PE A 1 1 1% T REQUIRE LOCATING DUCT'S WITHIN THE HOMIER.CONDITIC4V SPACE NOTES: ZENK RESIDENCE AIR SEAL I NC AT SILL PLATE A e.IN51DE THE AIR AND THERMAL BARRIERS)AND USING A MINIMUM OF R-4 INSULATION FOR=75 N Ts IN51DE THE CONDITIONED SPACE TO PREVENT CONDENSATION. FOR HOMES WITH FjQIAIJ<'T ONLY MECHANIGAE-VBJTILATION SYSTEMS,VENTILATION FANS SHALL BE NEW RESIDENCE b. ENVELOPE LEAKAGE MUST BE DETERMINED BY A RI5NET-CERTIFIED RATER USING,A Rl5NET-APPROVED ENERGY STAR LABELED OW9W RECOVERY VENTILATORS AND REMOTE/IN-LINE IN-LINE FAN6 ARE EXIEt M) TESTING PROTOCOL THE VENTILATION SYSTEM SHALL BE INSTALLED TO OPERATE AUTOMATICALLY WITHOUT OCCUPANT 1. TO EN51ke CONSISTENT EXCRANSE OF INDOOR AIR,WHOLE-HOUSE MECHANICAL-VENTILATION 15 INTERVENTION. HOWTVIE 2,A READILY ACCESSIBLE CONTROL SHALL BE PROVIDED TO THE OCCUPANT. RECOMMENDED BUT NOT REQUIRED. EXAMPLES OF COMMONLY AVAILABLE CONTROLS ARE PROVIDED IN THE S.AM RE VENTILATION GUT SHAT. 8. INSULATION LEVELS OF A HOME MUST MEET OREXCEED SECTION NE102 OF THE 2015 IRC,.THESE SECTIONS PROVISIONS SHALL BE MADE TO ENSURE SUFFICIENT MAKE-UP AIR IS PROVIDED TO THE BUILDING R-15 3" RIGID INSULATION. ALLOW FOR CAMPLINCE OT BE DETERMINED BY MEDTiN6 PRESCRIPTIVE INSULATION REQAREMEN15 BY USING HH15NEVIER AIR 15 EXHAUSTED IN ACCORDANCE WITH THE REQURD'en OF CHAPTER h OF THE SEAL ALL SEAMS AROUND U-FACTOR ALTERNATIVES,OR BY USING A TOTAL UA ALTERNATIVE. THESE SECTIONS ALSO PROVIDE RESIDENTIAL CODE OF NEW YORK STATE OR CHAPTER 1 OF THE MECIiANICAL CODE OF NEW YORK STATE 280 CEDAR POINT DRIVE, RIGID INSULATION WITH GUIDANCE AND EXCEPTIONS THAT MAY BE USED. Ha-EVER,NOTE THAT THE U- A FACTOR FOR STALL-FRAME ELECTRICAL kWh 5AVIN65: (500 kWh 5AVIN65 MINIMUM) ENVELOPE ASSMIMIES ADDRESSED IN SECTION NI102 SHALL BE GAL.GULATED USING THE ASHRAE ZONE A) ELECTRICAL SAVING LEVELS CAN BE ACHIEVED BY INSTALLING,A MIXTURE OF COMPACT FLUORESCENTSOUTHOLD, NY SPRAY FOAM METDASAMETHOD TDING� LENT�SAND NOT 2 �ARALLEL TM�O� �N� ESALE�DM �ICI3TME'T IS STATED i HE CODE. ADDITIONALLY,SECTION N110WALLDM FOR THE REDUCTION OF L6T6 FIXANDCFIXTURE, HANDLER EQUIPPED NTHCEILING, ECM NTH TOWN OF SOUTHOLD GEILIN5 INSULATION IN SPACE CONSTRAINED ROOF/CEILING ASSEMBLIES SHALL BE LIMITED TO 500 SP.OR B) ALL LI6HTTINI6,APPLIANCES,CEILING FANS EnGU11PPID WITH EFFIGIBiT LIGHnM6 FIXTURES AND 20%%%OF CEILING AREA WICHEVER 15 LESS. IN ALL GASES INSULATION SHALL BE INSPECTED TO GRADE I CONTINUOUS CAULK OR INSTALLATION AS DEFINED IN THE RESNIET STANDARDS BY A RCPT-CERTIFIED RATER NTH THE FOLLONN6 VENTILATION FANS SHALL HAVE THE'9E26Y STAR'Ewa. SCTM. NO. 1000-90-2-14.1 SPRAY FOAM SEALANT AT EXCEPTIONS. G) ENERGY STAR LABELED LI&MN6 FIXTURES AND LAMPS(GFLs)SHALL BE INSTALLED IN 1416H USAGE ALI. RIM1/BAND JOISTS-THE INTERIOR SHFATHIN6/ENGL.D5URE MATERIAL 15 OPTIONAL.IN ALL CLIMATE ZONES, AREA IN ORDER TO COUNT TOWARDS THE REQUIREMENTS A.&.PRIMARY LIVING SPACE, INCLUDING FINISHED Project Sheet L TDP PLATES AND SILL PROVIDED INSULATION IS,ADEQUATELY SUPPORTED AND MEETS ALL OTHER REQUIREMENTS. BASEMENTS,WALK-IN CLOSETS,AND OUTDOOR LIC*ITING. EXCLUDE CL05ET9, GARAGES AND UNFINISHED PLATES n. WALL INSULATION-THE INTERIOR SHEATHIN6AENCLO5URE MATERIAL 15 OPTIONAL IN CLIMATE ZONE51-3 BASEMENT) 2018-45 PROVIDED iwAAnom IS ADEQUATELY SUPPORTED AND M I ET5 ALL OTHER REQUIREMENTS. D) LIGHTING,,AMIAW25 AND ROWE OR HANDLER VARIABLE SPE W EGM MOTORS WILL BE CREDITED NTH Ill. SEALED,UNED VIENTATTIC/ROOF A55EMBLiES••THE INTERIOR SHEATHIN 6/EJC1_OS 1;M MATERIAL IS CONTINUOUS CAULK OR SAVINGS AGGORDIM6 TO THE TABLE BELOW, OPTIONAL IN CLIMATE ZONES 13,PROVIDED INSULATION 15 ADEQUATELY SUPPORTED AND MATS ALL = Date 51"RAY FOAM IN ALL 5EAM5 OTHER REQUIRE1,ENTS,INCLUDING FULL CONTACT WITH THE EXTERIOR HOOF)SHEATHING. ELI ReY STAR EGM OF 5U5FLOOR TO CREATE M. FLOOR IWO ATION OVER UNCONDITIONED,BASE IE NT5 OR ENCU )SED GRAN-SPACES,EITHER VENTED OR Li1BELED L16WNO BN 5W STAR LABM-M APPLIANCES ' MOTORS DECEMBER 2018 E at. AN AIR SEAL FROM FIRST MVIENTED,NEED NOT BE ENCLOSED M40"FLOOR INSULATION OVER AMBIENT CONDITIONS DOES) (E 4culDINS,Lle*rrt A IN CL.6.PANS) ENERSY STAR ENER.6Y STM ENERGY STAR EINER&Y STAR ENTROY STAR E hEROY STAR FLOOR TO BASEMENT NOTE THAT THE FENESTRATION REQUIREMENTS OF THE 2015 IRC DO NOT APPLY TO THE Fi3NESTRATION LABBED LABELED LABELED LABELED LABELED LABELED Scale REQUIREMENTS,OF THE NATIONAL BUILDER OPTION PACKAGE THEREFORE,IF UA GALGUATIM ARE LAMPS• t5G1�W FIXTt1RE5 16ERAT DISH WASHER +115FER krh P92 AIR PERFORMED,THEY MUST USE THE IRC REQUIREMENTS(WITH THE ewEPf1oN OF FE?ESTRATOT()PLUS THE LMgP a .ESU Er, M0 kpLhN6 UNIT AS NOTED FENESTRATION REQUIREMENTS CONTAINED IN THE NAnomi-BOP. FOR MORE INFORMATION,REFER TO THE BASM %ODE5 AND 5TANIPARDS INFORMATION'DOCUMENT. 50 loh EACH TS,loth EAGM 100 krh VZO 50 loth EACM 50 kwh EACH 15 kith 56.01-119. THE THERMAL BYPASS INSPECTION CHECKLIST MUST BE COMPLETED FOR HOMIFS TO EARN THE EN113W Drawing STAR LABEL THE CHECKLIST REQUIRES VISUAL ISPMT10N OF FRAMING,AREAS WHERE AIR BARRIERS ARE I. THE TERM ENERGY STAR LABELED APPLIANCE DOES NOT INCLUDE HVAC EGLAPMENT AS USED FOR THE PURPOSE COMMONLY M55M AND INSPECTION OF INSULATION TO ENSURE PROPER ALI64-11ENT NTH AIR BARRIERS,THUS OF'MI5 PROGRAM. AIR SEAL I NCC AT FLOOR TO FLOOR AIR SEAL I NIS AT BASEMENT TO F I RST FLOOR SERVING AS AN EXTRA CHECK THAT THE AIR AND THERMAL BARRIERS ARE CONTINJOL6 AND COMPLETE. 2. A MAXIMUM OF 6 LAMPS WILL CXXW TOWARDS k►.h 5AVIN65. ENERGY CODE SCA Xii N.TS. SCALE. N.TS. ENERGY CODE COMPLIANCE DETAIILS REaulR1=HENT= `/'DED` TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION ` " "T` PRovl°E°' RE`�1'I'zEME'�Ir' Plirnn°m' 2020 I EGG ANALYSIS WA IN5UFE LATION INSTALLATION R4o3.1.2 HEAT PUMP SUPPLEMENTARY AT(MANDATORY). WA R403.6 MECHANICAL VENTILATION(MANDATORY). TO COMPLY R402.2.10 SLAB-ON-GRADE FLOORS. COMPONENT AIR BARRIER CRITERIA HEAT PUMPS HAVING SUPPLEMENTARY ELECTRIC-RE515TANGE FEAT RESIDENCE TO COMPLY WITH SECTIONS R401 THROUGH R404 8402.2.11 CRAWL SPACE WALLS. WUR A GRITERA THE BUILDING SHALL BE 20151 N WITH VENTILATION THAT MEETS SHALL HAVE CONTROLS THAT,EXCEPT DING DEFROST,PREVENT THE REQUIREMENTS OF THEHE 2015 INTERNATIONAL Mt_GHANIGAL CODE REQUIREMENT: PROVIDED. R402.2.I2 MASONRY VENEER. WA A continuous air barrier Air permeable Insulation SUPPLEMENTAL HEAT OPERATION WHEN THE HEAT RUMP COMPRESSOR (AS AMENDED),THE 2015 INTERNATIONAL RESIDENTIAL CODE(A5 shall be Installed In the shall not be used as CAN MEET THE HEATING LOAD. AMENDED),OR THE NEW YORK CITY CONSTRUCTIONS CODES,AS 84013 CERTIFICATE(MANDATORY). CONTRACTOR TO PROVIDE 4402.2.13 SUNROOM INSULATION. WA building envelope. sealing material. 84032 HOT WATER BOILER OUTDOOR TEMPERATURE SETBACK. WA APPLICABLE,OR WITH OTHER APPROVED MEANS OF VENTILATION. CERTIFICATE BEFORE HOT WATER BOILERS THAT SUPPLY HEAT TO THE BUILDING THROUGH OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC,OR A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR R4023 FENESTRATION(PRESCRIPTIVE). WA` General Requirements The exterior thermal COMPLETION OF PROJECT. q RE615TERED DESIGN PROFE5510NAL AND P05TT3J ON A WALL IN THE IN ADDITION TO THE REQUIREMENTS OF SECTION 8402,FENESTRATION envelope contains a ONE-OR TWO-PIPE HEATING SYSTEMS SHALL HAVE AN OUTDOOR GRAVITY DAMPERS THAT GLOSS WHEN THE VENTILATION SYSTEM IS SPACE WHERE THE FURNACE 15 LOCATED,A UTILITY ROOM OR AN SHALL COMPLY WITH SECTIONS NTS OF 1 THROUGH 440235. continuous air barrier. SETBACK CONTROL THAT LOWERS THE BOILER WATER TEMPERATURE NOT OPERATIO6. 10"4 111 pll � APPROVED LOCATION INSIDE THE BUILDIN6.WHERE LOCATED ON AN SEE FOUNDATION PLAN ON A-100 Breaks or joints in the air BASED ON THE OUTDOOR TEMPERATURE. ELECTRICAL PANEL,THE CERTIFICATE SHALL NOT COVER OR OBSTRUCT FOR LOCATION. TO COMPLY .3 battler shall be sealed. 8403DUCT'S. WA 84038.1 YJHOLE-FiOU°.�E MECHANICAL VENTILATION SYSTEM FAN THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL,SERVICE 8402.3.1 U-FACTOR. TO COMPLY DISCONNECT LABEL OR OTHER REQUIRED LABEI-5.THE CERTIFICATE AN AREA-WEIGHTED AVERA6E OF FENESTRATION PRODUCTS SHALL BE SEE RESCHECK FOR U-FACTORS The air barrier in any The insulation In any DUCTS AND AIR HANDLERS SHALL BE IN ACCORDANCE WITH SECTIONS EFFICACY. GENERAL NOTES SHALL LIST THE PREDOMINANT R-VALUES OF INSULATION INSTALLED IN PERMITTED TO SATISFY THE U--FACTOR REQUIREMENTS. dropped ceiling/soffit shall dropped ceiling/soffit shall R4033.1 THROUGH 840335. 1rEGHANICAL VENTILATION SYSTEM FANS SHALL MEET THE EFFICACY OR ON CEILING/ROOF,WALLS,FOUNDATION(SLAB,BASEMEN WALL, be aligned with the be aligned with the air 8403.3.1 INSULATION(PRESCRIPTIVE). WA REQUIREMENTS OF TABLE R403b.1. CRAWLSPAGE WALL AND FLOOR)AND DUCTS OUTSIDE CONDITIONED TO COMPLY insulation and an gaps in barrier. SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A TABLE R403.6.1 MECHANICAL VENTILATION SYSTEM FAN EFFICACY SEE FLOOR PLANS,SHEET EN-2 THIS DRAWING, PREPARED FOR THE SPACES;U-FAGTOR5 FOR FENESTRATION AND THE 50LAR HEAT 6AIN 8402.32 6LAZED FENESTRATION 5H6G. Ceilin AttlG g p � the air barrier Shall be MINIMUM OF R45 WHERE 3 INCHES(76 MM) IN DIAMETER AND 6REATET2 8403:1 EQUIPMENT SIZING AND EFFICIENCY RATING(MANDATORY), pI/q SPECIFIC PROJECT INDICATED, IS AN COEFFICIENT(51-166)OFFENESTRATION,AND THE RE5ULT5 FROM ANY AN AREA-WEI61-ITED AVERAGE OF FENESTRATION PRODUCTS MORE SEE RESCHECK FOR U-FACTORS sealed. AND R-6 WHERE LESS THAN 3 INCHES(76 MM) IN DIAMe SUPPLY AND INSTRUMENT OF SERVICE,AND THE REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE THAN 50-PERCENT 6LAZED SHALL BE PERMITTED TO SATISFY THE t 4TIN6 AND COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE TESTING DONE ON THE BUILDING.WHERE THERE 15 MORE THAN ONE SH60 REQUIREMENTS. Access openings, drop RETURN DUCTS IN OTHER PORTIONS OF THE BUILDING SHALL BE WITH ACGA MANUAL 5 BASED ON BUILDING LOADS CALCULATED IN PROPERTY OF ROSEBERY ARCHITECTURAL INSULATED TO A MINIMUM OF R-6 WHERE 3 INCHES M MM) IN DIAMETER STUDIO AND JOHN D. ROSEBERY VALUE FOR EACH COMPONENT,THE GERTTFIGATE SHALL LIST THE VALUE down stairs or knee wall AGGORDANGE WI1H AGGA MANUAL J OR OTHER APPROVED HEATING COVERING THE LARGEST AREA.THE CERTIFICATE SHALL LIST THE 4402.33 GLAZED FENESTRATION EXEMPTION. WA doors to unconditioned OR 6REATER AND R-42 WHERE LESS THAN 3 INCHES 06 MM) IN ARCHITECT PLLC. TYPES AND HE LA GESTNCIES R HEATING,COOLING AND SERVICE WATER AND COOLING CALCULATION HENT SHALL H 5.NEW EF REPLACEMENT attic 5 aces Shall be DIAMETER. HEATING AND COOLING EQUIPMENT SHALL HAVE AN E:FFIGIENGY RATING HEATING EQUIPMENT.WHERE A GAS-FIRED UNVENTED ROOM HEATER R402.3.4 OPAQUE DOOR EXEMPTION. WA EQUAL TO OR 6REATER THAN THE MINIMUM REQUIRED BY FEDERAL.LAW Seale TO COMPLY FOR THE 6EO6RAPHIC LOCATION WHERE THE EQUIPMENT 15 INSTALLED. ELECTRIC FURNACE OR BASEBOARD ELECTRIC HEATER 15 INSTALLED IN 8402.35 SUNROOM FENESTRATION. WA R403.3.2 SEALING(MANDATORY). INFRINGEMENT OR ANY USE OF THIS THE RE5IDENCE,THE CERTIFICATE SHALL LIST®GAS-FIRED UNVENTED headers Of Frame Walls Tate The unction of the Cavltle5 within corners and DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED.JOINTS 8403.8 SYSTEMS SERVING MULTIPLE DWELLING UNITS(MANDATORY). WA ROOM HEATMA®ELECTRIC FURNAGEA OR 0BASEBOARD ELECTRIC 8402.4 AIR LEAKAGE(MANDATORY). TO COMPLY foundation and sill p AND SEAMS SHALL COMPLY WITH THE 2015 INTERNATIONAL PROJECT IS PROHIBITED.ANY ALTERATION, 8403.9 SNOW MELT AND ICE SYSTEM CONTROLS(MANDATORY). WA OR REPRODUCTION OF THIS DOCUMENT IS HEATE"AS APPROPRIATE.AN EFFICIENCY SHALL NOT BE L15TEP FOR THE BUILDIN&THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT shall be sealed. shall be insulated MECHANICAL CODE(AS AMENDED),THE 2015 INTERNATIONAL &A5-FIRED IUNVENTED ROOM HEATERS,ELECTRIC FURNAGE5 OR AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS The junction of the top Completely filling the cavity RESIDENTIAL CODE(AS AMENDED),OR THE NEW YORK CITY R403.10 POOLS AND PERMANENT SPA ENERGY CONSUMPTION WA ALSO PROHIBITED WITHOUT THE WRITTEN ELECTRIC BASEBOARD HEATERS R402.4.1 THROUGH R402A.6. plate and the top of the with a material having GONSTRUGTIONS CODES,A5 APPLICABLE. MANDATORY). CONSENT OF THE ARCHITECT. R402.1 GENERAL(PRESCRIPTIVE). - To COMPLY Walls exterior walls shall be thermal resistance of R-3 EXCEPTIONS: R403.10.1 HEATERS. WA R402.4.1 BUILDING THERMAL ENVELOPE. Sealed. per Inch minimum. I. AIR-IMPERMEABLE SPRAY FOAM PRODUCTS SHALL BE PERMITTED R403.102 TIME SWITCHES. WA THE BUILDIN6 THERMAL ENVELOPE SHALL MEET THE REQUIREMENTS OF THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH SECTIONS Knee walls shall be sealed. Exterior thermal envelope TO BE APPLIED WITHOUT ADDITIONAL JOINT SEALS. R403.10.3 COVERS. SECTIONS R402.1.1 THROUGH R402.15. 8402.4.1.1 AND R402.4.12.THES SEALIN6 METHODBETWEEN P1551MIL.AR insulation for framed walls 2•FOR DUCTS HAVING A STATIC PRE55LRE CLASSIFICATION OF LE55 WA MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND shall be Installed in THAN 2 INCHES OF WATER COLUMN(500 PA),ADDITIONAL R403.11 PORTABLE SPAS(MANDATORY). WA 8402.1.1 VAPOR RETARDER LA5ub5tanttai contact and G55 II -KRAFT FACED CONTRACTION. CLOSURE SYSTEMS SHALL NOT BE REQUIRED FOR CONTINUOUSLY R403.12 RESIDENTIAL POOLS AND PERMANENT RESIDENTIAL SPAS. WA CONSULTANTS: FIBER6LA55 BAITS. INSTALLED WELDED JOINTS AND SEAMS,AND LOCKING-TYPE JOINTS AND WALL ASSEMBLIES IN THE BUILDING THERMAL ENVELOPE SHALL COMPLY PER TABLE R402.4.1.18402.4.1.1 INSTALLATION. TO COMPLY continuous alignment with SEAMS OF OTHER THAN THE SNAP-LOCK AND BUTTON-LOCK R404.1 LI&HTIN6 EQUIPMENT(MANDATORY). L16HTIN6 TO COMPLY WITH THE VAPOR RETARDER REQUIREMENTS OF SECTION R702.9 OF THE e air barrier. TYPES, NOT LESS THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED INTERNATIONAL RESIDENTIAL CODE OR SECTION 1405.3 OF THE THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE AS LISTED IN The spare are between L16HTIN6 FIXTURES SHALL BE H16H-EFFICACY LAMPS OR NOT LESS INTERNATIONAL BUILDING CODE,AS APPLICABLE. SEE SECTION ON A-8-9 FOR TABLE R402.4.1.1 SHALL BE INSTALLED IN ACCORDANCE WITH THE THAN 95 PERCENT OF THE PERMANENTLY INSTALLED L16HTING FIXTURES SEE GENERAL NOTE ON LOCATIONS MANUFACTURER'S INSTRUCTIONS AND THE CRITERIA L15TED IN TABLE Windows, skylights, and window/door jambs and R4033.4 DUCT L.EAKA6E(PRESCRIPTIVE). WA SHALL CONTAIN ONLY HIGH-EFFIGAGY LAMPS. ELECTRICAL PLANS R402.4.1.1,AS APPLICABLE TO THE METHOD OF CONSTRUCTION.WHERE doors framing, and skylights and THE TOTAL LEAKAGE OF THE DUCTS,WHERE MEASURED IN R402.1.2 INSULATION AND FENESTRATION CRITERIA. REQUIRED BY THE CODE OFFICIAL,AN APPROVED THIRD PARTY SHALL framin Shall be sealed. ACCORDANCE WITH SECTION 8403.33,SHALL BE A5 FOLLOWS: 8404.1.1 LIGHTING EQUIPMENT ATOPY). WA THE BUILDING THERMAL ENVELOPE SHALL MEET THE REQUIREMENTS OF INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. Rim015ts shall include the Rim jOl5ts shall be TABLE R402.12,BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. Rim Joists j t I.ROUGH-IN TE-5T: THE TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL 4402.4.1.2 TESTING. SEE AIR LEAKA6E DETAILS ON air barrier. Insulated. TO 4 CUBIC FEET PER MINUTE(113.3 LA-iiN)PER 10o SQUARE FEET(929 IMTE fBF3TRATION SKYLI6lff 6LI12ID cr3lNs WW= FiArf 14N1 flAOR 6�15BBtf SAB GR/yi THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED EN-2 The air barrier shall be Floor framing Cavity M2)OF CONDITIONED FLOOR AREA WHERE THE AIR HANDLER 15 U CONTRACTOR TO ARRANGE FOR an installed at exposed insulation shall be Installed INSTALLED AT THE TIME OF THE TEST.WHERE THE AIR HANDLER 15 NOT IDFE U-FNGTOR "ACTOR I$FSiRATION RVN1E FRN4�W41 R-VAUIE RVN1E WWII. Ra/N.I.E SPACE A5 HAVING AN AIR LEAKAGE RATE NOT EXCEEDING TESTING AFTER ALL THREE AIR y eX p INSTALLED AT THE TIME OF THE TEST,THE TOTAL LEAKAGE SHALL BE CHANGLL ES PER HOUR. TESTING SHABE CONDUCTED IN PENETRATIONS TO THE THERMAL edge. to maintain permanent 9& R YAWS R YNUIE t DEPi1i WNL ACCORDANCE WITH A5TM E 779 OR A5TM E 1827 AND REPORTED AT ENVELOPE HAVE BEEN MADE, contact with the underside LES THAN OR EQUAL-To 3 ONDIUBIr, LONEFEET PER MINUTE AREA.1/MIR)PER 100 RAN IE SQUARE FEET(924 M2)OF CONDITIONED FLOOR AREA. A PRESSURE OF 0.2 INCH R).6.(5o PASCALS).TESTING SHALL BE of subfk�or decking, or REQUIRED 4 035 .155 0.40 49 20 OR 12+5 9113 19 IOA3 10,2Fr. 10/13 PERFORM AT ANY TIME AFTER CREATION OF ALL PENETRATIONS floor framing cavity 2.POSTCON5TRUGTION TEST, TOTAL LEAKAGE SHALL BE LESS THAN OR OF THE BUILDIN6 THERMAL ENVELOPE.DURIN6 TESTING: Floors (including above Insulation shall be UB EQUAL TO 4 GIG FEET PER MINUTE(1133 L/MIN)PER 100 SQUARE FEET PROVIDED - 030 - 029 30 GL05k - - II r - garage and permitted to be In contact (4129 MW OF CONDITIONED FLOOR AREA. I. EXTERIOR WINDOWS AND DOORS,FIREPLACE AND STOVE DOORS d floors) with the t0 NOTE:PROVIDED INFORMATION AS PER ANDERSON WINDOWS 400 5821E5 TILT AND WASH DOABLE HUNG WINDOW SHALL BE CLOSED,BUT NOT SEALED,BEYOND THE INTENDED cantileverep side of R403.3.5 BUILDING CAVITIES(MANDATORY). NO FRAMIN6 CAVITIES RAVE BEEN USED FOR DUCTS OR WEATHER-5TRIPPIN&OR OTHER INFILTRATION CONTROL sheathing, or continuous BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR R402.1.3 R-VALUE COMPUTATION WA(TOTAL UA ALTERNATIVE USED) MEASURES. insulation Installed On the PLENUMS. PLENUMS 2.DAMPERS INGLUDIN6 EXHAUST, INTAKE,MAKEUP AIR,BAGKDRAFT underside of floor framing R403.4 MECHANICAL SYSTEM PIPING INSULATION(MANDATORY). WA R402.1.4 U-FACTOR ALTERNATIVE. WA(TOTAL UA ALTERNATIVE U5W) AND FLUE DAMPERS SHALL BE CLOSED,BUT NOT SEALED and extends from the BEYOND INTENDED INFILTRATION CONTROL MEASURES. bottom to the to of I I MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS ABOVE a - SEE RE56HEGK SUPPLEMENT FOR 3. INTERIOR DOORS, IF INSTALLED AT THE TIME OF THE TEST,SHALL lo5°F(41.6)OR 13ELOW 55'F(13°G)SHALL BE INSULATED To A MINIMUM 8402.15 TOTAL UA ALTERNATIVE. UA ALTERNATIVE CALCULATIONS. BE OPEN. perimeter floor taming. R-3. � in IF THE TOTAL BUILDING THERMAL ENVELOPE UA(SUM OF U-FACTOR 4.EXTERIOR DOORS FOR CONTINUOUS VENTILATION SYSTEMS AND Exposed earth In unvented Where provided Instead of R403.4.1 PROTECTION of PIPING INSULATION. r, � �C30''7.� TIMES A55EMBLY AREA) 15 LE55 THAN OR EQUAL TO THE TOTAL UA HEAT RECOVERY VENTILATORS SHALL BE CLOSED AND SEALED. RESULTING FROM U51N&THE U-FACTORS IN TABLE R402,1.4(MULTIPLIED MAX.UA = 329 Crawl spaces shall be floor Insulation, PIPING INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED FROM tg�` t � 5.HEATING AND COOLING SYSTEMS, IF INSTALLED AT THE TIME OF covered with a Class I insulation shall be PROVIDED UA = 290 Crawl space WAlls DAMAGE, INCLUDING THAT CAUSED BY SUNLIGHT,MOISTURE,EQUIPMENT WA ^ BY THE SAME ASSEMBLY AREA AS IN THE PROPOSED BUILDING),THE THE TEST,SHALL 13E TURNED OFF. P 17.9%BETTER THAN CODE vapor retarder with permanently attached to MAINTENANCE AND WIND,AND SHALL PROVIDE SHIELDING FROM SOLAR 4-:, BUILDING SHALL BE CONSIDERED IN COMPLIANCE WITH TABLE 8402.12. 6.SUPPLY AND RETURN RE615TER5, IF INSTALLED AT THE TIME OF THE UA CALCULATION SHALL BE DONE USING A METHOD CONSISTENT THE TEST,SHALL BE FULLY OPEN. overlapping joints taped. the rraWlspace walls. RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL. $ WITH THE A5HRAE HANDBOOK of FUNDAMENTALS AND SHALL INCLUDE ADHESIVE APEPERMITTED, THE THERMAL BRID61N6 EFFECTS OF FRAMING MATERIALS.THE 5H&C Duct shafts, Utility TO COMPLY ,, $ WHERE REQUIRED BY THE GORE OFFICIAL,TESTING SHALL BE 84035 SERVICE HOT WATER SYSTEMS. REQUIREMENTS SHALL BE MET IN ADDITION TO UA COMPLIANCE. penetrations, and flue CONDUCTED BY AN APPROVED THIRD PARTY. ENERGY CONSERVATION MEASURES FOR SERVICE HOT WATER SYSTEMS e-.s-"` 5haft5, penetrations shafts opening to exterior V4 -- ~ , p 514ALL BE IN ACCORDANCE WITH SECTIONS 84035.1 THROUGH 84035.4. ` i.,=µ',Vi z R4022 SPECIFIC INSULATION REQUIREMENTS(PRESCRIPTIVE). - A WRITTLL shall be sealed.REPORT OF THE RESULTS OF THE TEST SHABE unconditioned space R4035.1 HEATED WATER CIRCULATION AND TEMPERATURE MAINTENANCE TO COMPLY IN ADDITION To THE REQUIREMENTS OF 5ESTION R402.1,INSULATION PREPARED AND 516NED BY THE PARTY GONDUCTIN&THE TEST shall SYSTEMS(MANDATORY). SHALL MEET THE SPECIFIC REQUIREMENTS OF SECTIONS R4022.1 AND PROVIDED TO THE CODE OFFICIAL.THE WRITTEN REPORT Batts In narrow Cavities HEATED WATER CIRCULATION SYSTEMS SHALL BE IN AGGORDANGE WITH THROUGH R4022.13. SHALL INCL-UDE: shall be Gut to fit, or SECTION R4035.1.1.HEAT TRACE TEMPERATURE MAINTENANCE SYSTEMS Architect registration expires 9-30-23. I. THE NAME AND PLACE OF BU51NE55 OF THE PARTY CONDUCTING narrow cavities Shall be SHALL BE IN ACCORDANCE WITH SECTION 84035.12.AUTOMATIC R4022.1 CEILINGS WITH ATTIC 5PAGE5. R-38 BATT INSULATION THE TEST, Narrow Cavities filled with Insulation that on CONTROLS,TEMPERATURE SENSORS AND PUMPS SHALL BE ACCESSIBLE. 16 RAISE HOUSE ELEV.SOUTHOLD 1/23 WHERE SECTION R402.12 WOULD REQUIRE R-49 INSULATION IN THE SIDED. 2.THE ADDRESS OF THE BUILDIN6 WHICH WAS TESTED; MANUAL CONTROLS SHALL BE READILY ACCESSIBLEBUILDING DEPT.COMMENTS 10/22 GEILIN6,INSTALLING 8-38 OVER 100 PERCENT OF THE GEILIN6 AREA 3.THE CONDITIONED FLOOR AREA OF DWELLING,CALCULATED IN Installation readily SEE DETAIL 3/EN-1 FOR ACCORDANCE WITH AN.51 Z65,EXCEPT THAT CONDITIONED FLOOR conforms to the available R4035.1.1 CIRCULATION SYSTEMS. REQUIRING INSULATION SHALL BE DEEMED TO 5AT15FY THE COMPRE55ION AT EAVES AREA SHALL INCLUDE AREAS WHERE THE GEILIN6 HEIGHT I5 LE55 cavity space. HEATED WATER CIRCULATION SYSTEMS SHALL BE PROVIDED WITH A 15 BUILDING PERMIT SUB. 5/22 REQUIREMENT FOR R-49 INSULATION WHEREVER THE FULL FEI6HT OF THAN 5 FEET(1524 MM); CIRCULATION RUMP.THE SYSTEM RETURN PIPE SHALL BE A DEDICATED WA UN ,OMPRE55ED R-38 INSULATION EXTENDS OVER THE WALL TOP PLATE Air 5ealln Shall be 4.MEASUREMENT OF THE AIR VOLUME L05T AT AN INTERNAL g RETURN PIPE ORA GOLD WATER SUPPLY PIPE.GRAVITY AND WETLANDS PERMIT AT THE EAVES.THIS REDUCTION SHALL NOT APPLY TO THE U-FACTOR PRESSURIZATION OF 02 INCHES R).6.(50 PASCALS); provided between the THERMO-SYPHON CIRCULATION SYSTEMS SHALL BE PROHIBITED. 14 3/22 ALTERNATIVE APPROACH IN SECTION 8402.1.4 AND THE TOTAL UA Garage separation P APPROVAL,SUBMISSION ALTERNATIVE IN SECTION R402.15. 5.THE DATE(5)OF THE TEST; garage and conditioned CONTROLS FOR CIRCULATING HOT WATER SYSTEM PUMPS SHALL START TO SCDHS FOR PERMIT 6,A CERTIFICATION BY THE PARTY C.ONDUGTIN&THE TEST OF THE spacer. THE PUMP BASED ON THE IDENTIFICATION OF A DEMAND FOR HOT WA ACCURACY OF THE TEST RESULTS;AND Recessed light fixtures Recessed II ht fixtures WATER WITHIN THE OCCUPANCY.THE CONTROLS SHALL AUTOMATICALLY 840222 GEILINE{�WITHOUT ATTIC SPACES. 7.THE SIGNATURE OF THE PARTY CONDUCTING THE TEST. TURN OFF THE PUMP WHEN THE WATER IN THE CIRCULATION LOOP IS AT 13 NYSDEC REVISIONS 1/22 Recessed lighting installed in the, bullding installed in t e building THE DESIRED TEMPERATURE AND WHEN THERE 15 NO DEMAND FOR HOT 840223 SAVE BAFFLE. VENTILATION BAFFLES PROVIDED WA thermal envelope shall be thermal envelope shall be WATER. 8402.4.2 FIREPLACES. sealed to the drywall. air ti ht and IG rated. FOR AIR-PERMEABLE INSULATIONS IN VENTED ATTICS,A BAFFLE SHALL SIS DETAIL EN- 84035.12 HEAT TRADE SYSTEMS. 12 TRUSTEE REVISIONS 11/21 BE INSTALLED ADJACENT TO SOFFIT AND SAVE VENTS.BAFFLES SHALL I 8402.43 FENESTRATION AIR LEAKAGE. SEE AIR LEAKAGE DETAILS ON Batt insulai:lon shall be Gut R403.52 DEMAND RECIRCULATION SYSTEMS. MAINTAIN AN OPENING EQUAL OR 6RE:ATER THAN THE 51ZE OF THE VENT. WINDOWS,5KYLI&HTS AND SLIDING GLASS DOORS SHALL HAVE AN AIR EN-2_EAKA&E FOR PELLq neatly to fit around wiring q WATER DISTRIBUTION SYSTEM HAVING ONE OR MORE RECIRCULATION WA 11 TOWN OF SOUTHOLD 9/21 THE BAFFLE SHALL EXTEND OVER THE TOP OF THE ATTIC INSULATION. INFILTRATION RATE OF NO MORE THAN 03 CFM PER SQUARE FOOT 0.5 WINDOWS WASH DOABLE HUN& < and plumbing In exterior PUMPS THAT PUMP WATER FROM A HEATED WATER SUPPLY PIPE BACK WA WETLANDS PERMIT APP. THE BAFFLE SHALL BE PERMITTED TO BE ANY 5OLI12 MATERIAL. L/S/HM2),AND SWINGIN6 DOORS NO MORE THAN 05 CFM PER SQUARE 02 CFM Plumbing g and wiring Walls, cr insulation that on To THE HEATED WATER SOURCE THROU6H A COLD WATER SUPPLY PIPE R4022.4 ACCESS HATCHES AND DOORS. R-38 ATTIC ACCESS COVER TO FOOT(2b LJ5/M2),WHEN TESTED ACGORDIN6 TO NFRG 400 OR Installation readily SHALL BE A DEMAND RECIRCULATION HATER SYSTEM.PUMPS 5RALL 10 DEC REVISIONS 6/8/21 ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED BE PROVIDED. HAMA -NVMA/C5A lol/15.2/A440 BY AN ACCREDITED, INDEPENDENT conforms to aval(able HAVE CONTROLS THAT COMPLY WITH BOTH OF THE FOLLOWING: LABORATORY AND LISTED AND LABELED BY THE MANUFACTURER MAY 28 COMMENTS SPACES SUCH AS ATTICS AND CRAWL SPACES SHALL BE space shall extend behind I.THE CONTROL SHALL START THE PUMP UPON RECEIVING A 516NAL DEC REVISIONS WEATHER5TRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE SEEA-4 FOR LOCATION. 8402.4.4 ROOMS GONTAININ6 FUEL-BURNIN6 APPLIANCES. WA piping and wiring. FROM THE ACTION OF A USER OF A FIXTURE OR APPLIANCE,5ENSIN6 9 5/21 INSULATION ON THE 5URROUNDIN&SURFACES.ACNE%SHALL BE 8402.45 RECESSED LI6FfTIN6. THE PRESENCE OF A USER OF A FIXTURE OR SENSING THE FLOW OF HOT MARCH 21 LETTER LI6HTIN6 TO COMPLY The air barrier installed at Exterior walls adjacent to PROVIDED TO ALL EQUIPMENT THAT PREVENTS DAMAGING OR j OR TEMPERED WATER TO A FIXTURE FITTING OR APPLIANCE. COMPRESSING THE INSULATION.A WOOD-FRAMED OR EQUIVALENT RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE exterior walls adjacent to showers and tubs shall be DEC REVISIONS BAFFLE OR RETAINER 15 REQUIRED TO BE PROVIDED WHEN L005E-FILL SHALL BE SEALED TO LIMIT AIR LEAKA6E BETWEEN CONDITIONED AND SIS GENERAL NOTES ON 5howerAub on exterior j 2.THE CONTROL SHALL LIMIT THE TEMPERATURE OF THE WATER INSULATION 15 INSTALLED,THE PURPOSE E WHICH E To PREVENT THE UNGON171TIONED SPADES.ALL RECESSED LUMINAIRES SHALL BE ELECTRICAL PLAN wall showers and tubs shall insulated ENTERIN6 THE COLD WATER PIPING TO 104'F 40'0 8 HEALTH DEPT. SUB. 10-2020 separate them from the R4035.3 HOT WATER PIPE INSULATION(PRE50RIPTIVO. LOOSE-FILL INSULATION FROM SPILLING INTO THE LIVING SPACE WHEN IC-RATED AND LABELED 115 HAVING AN AIR LEAKAGE RATE NOT MORE P SEE PLUMBING RISER DIA.6RAM THE ATTIC ACCESS IS OPENED,AND TO PROVIDE A PERMANENT MEANS THAN 2.0 CFM(0.944 L/5)WHEN TESTED IN ACCORDANCE WITH ASTM E showers and tubs. OF MAINTAINING THE INSTALLED R-VALUE OF THE LOOSE-FILL 283 AT A 159 PSF(75 PA)PRESSURE DIFFERENTIAL.ALL RECESSED INSULATION FOR HOT WATER PIPE WITH A MINIMUM THERMAL RESISTANCE 7 RELOCATE HOUSE 2-2020 The air barrier shall be (R-VALUE)OF R-3 SHALL BE APPLIED TO 1}E FOLLOWING: INSULATION. LUMINAIRES SHALL BE SEALED HM4 A&A5KET OR CAULK BETWEEN THE installed behind electrical HOUSING AND THE INTERIOR WALL OR GEILIN6 COVERING. Electrical/phone box On or communication boxes Or I.PIPING 3/4 INCH(19.1 MM)AND LARGER IN NOMINAL DIAMETER 6 HEALTH DEPT REV. 11/19 R40225 MA55 WALLS. WA R4042b TENANT SEPARATION exterior walls air-sealed boxes shall be 2•PIPIN6 SERVIN6 MORE THAN ONE DFELLIN6 UNIT. 84025 MAXIMUM FENESTRATION U-FACTOR AND SH66(MANDATORY). lux installed. 3.PIPING LOCATED OUTSIDE THE CONDITIONED SPACE. 5 CONSTRUCTION DOCS 9/19 840228 STEEL-FRAME CEILINGS,WALLS AND FLOORS. WA g THE AREA-WEIGHTED AVERAGE MAXIMUM FENESTRATION U-FACTOR PERMITTED TO COMPLY HVAG re ister boots that 4.PIPING FROM THE WATER HEATER TO A DISTRIBUTION MANIFOLD. R4022.1 WALLS WITH PARTIAL STRUCTURAL SHEATHING. WA. USING TRADEOFFS FROM SECTION R402.15 OR R405 SHALL BE 0.4&IN CLIMATE MAX U-FACTOR= 03 HVAC reg ister boots penetrate building thermal 5.PIPING LOCATED UNDER A FLOOR SLAB. N0. Revision/Issue Date ZONES 4 AND 5. envelope shall be sealed 6.BURIED IN PIPING. R4022.8 FLOORS. R-30 BATT INSULATION IN SEE FLOOR PLANS FOR to the 5ubfloor or drywall 9.SUPPLY AND RETURN PIPING IN REGIRGUTATION SYSTEMS. FLOORS,INSTALLED AS PER R4o3.1 CONTROLS(MANDATORY). THERMOSTAT LOCATIONS. FLOOR FRAMING-CAVITY INSULATION SHABE INSTALLED TO MAINTAIN TABLE R402.4.I.I AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE When d, Connrequired le be LL PERMANENT CONTACT WITH THE UNDERSIDE OF THE SUBFLOOR DECKING. HEATING AND rooLIN6 SYSTEM. sealed, onGead fire ROSEBERY SEE SECTION FOR ADDITIONAL R40311 PR05RAMMABLE TH . SEE FLOOR PLANS FOR sprinklers shall only be THERMOSTAT. sealed In a manner that is ARCHITECTURAL THE TH MMOSTAT CONTROLLING THE PRIMARY HEATING OR 6001-I1,16 SYSTEM of THE THERMOSTAT LOCATIONS. recommended by the R4022A CRAWL SPACE WALLS. WA DAILIN6 UNIT SHALL BE CAPABLE OF CONTROLLING THE FEATIN6 AND GOOLIN6 SYSTEM Concealed sprinklers manufacturer. Caulking or STUDIO CRAWL SPACE I5 OUTSIDE OF ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFfB;uw WALLS ASSOCIATED WITH CONDITIONED BASEMENTS SHALL BE T1H�5 OF THE DAY.THIS THIERM05TAT SHALL INGWDE THE GAPABILIT1f TO SET BACK OR other adhesive sealants INSULATED FROM THE TOP OF THE BASEMENT WALL DOWN TO 10 FEET THERMAL ENVELOPE TEMPORARILY OPERATE THE SYSTEM TO MAINTAIN ZONE TEMPERATURES DOWN TO 55'F shall not be used to fill the 1029 S I P P AVE N U E (3048 MM)BELOW&RADE OR TO THE BASEMENT FLOOR,NHICFEVER IS , LESS.WALLS ASSOCIATED WITH UNCONDITIONED BASEMENTS SHALL (13 G)OR UP TO 85'F l29 G).THE THERMOSTAT SHALL INITIALLY>3E PR06RAMMED BY THE voids between Ire M E D FO R D, N.Y 11763 MEET THIS REQUIREMENT UNLESS THE FLOOR OVERHEAD N INSULATED IN MANUFAGTURER WITH A MATINS TEMPERATURE SET POINT NO HIN THAN 70'F(21°G) sprinkler cover plates and ACEI THIS E WITH MENTIONS S THE 2 AND 84022.8. AM A COOLIN6 TEMPERAiURE SET POINT NO LONIER THAN 78•F(26.6). walls or ceilings. PHONE: (631) 730-1262 FAX: (631) 730-5476 E-MAIL: rosebery@optonline.net WEBSITE: www.roseberyarchitect.com Project Name and Address ZENK RESIDENCE NEW RESIDENCE 280 CEDAR POINT DRIVE, SOUTHOLD, NY TOWN OF SOUTHOLD SCTM. NO. 1000-90-2-14.1 Project Sheet 2018-45 Date DECEMBER 2018 EN -2- Scale AS NOTED Drawing ENERGY CODE SHEET