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TOWN OF SOUTHOLD q ; 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#: 47359 Date: 1/19/2022 Permission is hereby granted to: Sporea, lonel 1180 Cedarfields Dr Greenport, NY 11944 To: construct additions/alterations and to legalize "as built" portions of second floor to existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 1180 Cedarfields Dr., Greenport SCTM # 473889 Sec/Block/Lot# 40.-5-1.32 Pursuant to application dated 12/9/2021 and approved by the Building Inspector. To expire on 7/21/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $714.40 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $217.60 CO-ADDITION TO DWELLING $50.00 Total: $982.00 � s i Buy ding Inspector 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 ps:/ _ uth n= - Date Received 0 APPLICATION FOR BU-11-1-DING For Office Use Only '£ 1 I _ PERMIT NO. i Building Inspector: in) E Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an � UI Di N DE N � 0 � � Owner's Authorization form(Page 2)shall be completed. Date: 1218/2021 OWNER(S)OF PROPERTY: _ I g Name: Eric Rothman SCTM#1000- 040.000-5.00-00'1.032 Project Address: 1180 Cedarfields Drive, Greenport, NY 11944 , Phone#: 917.627.4596 i Email: ejrothman@gmail.com � I Mailing Address: 213 E. 8th Street, Brooklyn, NY 11218 CONTACT PERSON: Name: Mailing Address: P.O . 60�, -14 East V ltd o . tq• `J . w21 ,501 1 Phone#L(,,�,� Email° 1 l 4 50,ro-b �0.Q( .ccs vYt DESIGN PROFESSIONAL INFORMATION: 1 i1 ; Name �1YYl�T � �IeSSCOE'SSS ��GVll'�" C I` Mailin Address: 38 cka+haw1 90 5 ha ft 4 1 ls_ N'T cl-lo l s Phone#: Email: big- 59 �(o •1�+� � �Cle.sse. cove+ 1 CONTRACTOR INFORMATION: _ g Name: l � 3 I Mailing Address: 3 1 g Q.0 . bob 14 East Hqk+tom ��• � 1lg3q Phone#: (651) 3 1 b l 1 .� Email' firaviC.l5 G DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition Alteration ❑Repair ❑Demolition I Estirnated Cost of Project: 1 ❑Other �� t7 Will the lot be re-graded? ❑Yes o Will excess fill be removed from premises?ad' s �No 1 ( PROPEMY INFORMATION Exist nc US` Or r rtIntended use of property: Zo---- D",- use district in wMch premises is s`t at Are there any covenants and restrictions with respect to i '�iT � . this property? Dyes ® o IF YES PROM E A COPY, 0 Check Box iznes Professional'.msw.sible for all drainage --- s issues as ppr*w'Weadby apter 216 of the Town Cade, APS TION sa HEREBY MA Building Department- r&*imame of a swiwing Pemitt p g"-the ! d.n ge c4 the Town of Southold,Su ,Coumy,New Yom and other applic2ble$ _ adz!L"a3..;a era6:ans or 4or removal or de al r,as herein describ0d.The applicant agrees to - ply w0h 20s 1 3 or-dermices,htildftmet housingcode ark mps and ad auttlicirfted€ice on pry' 2nd in afl 3n 1 for neces_—_�j iftspWderit Fal ® a- s PU ifr #s _ emt � n Z -0 � m S g i Laws _ s riz 12-�[A�utho ed Agent El Owner AnP 3 r Signature - App I "fit: E 0': t ,O '- U JB } —' --ftlU-- a 3� 1 -,. - - bein sworn,deposes and say that(s)he is the appticant � Nzme ,. ivid--1a` sign : =onto ct a i Ages ,Corporate Officer, etc-1 Of sa o`3iri � _= ers a S air hG 3 r iia �o,i°:e the e . app to i ail statements contained;n this application are true to the best of his/her knowledge and belief,and that e a` r 'II i the manner � firth ? t-�p 3 ' papp; �atl ;, ®te� re� , Sworn efor e d ;S P - Notary Public NOTARY PUBLIC,STATE OF NEW YORK Q �a NO.01 DW 306900 " _ _ ALIFI I SUFFOLKCOUNTY (Where the applicant is not the ownerTOMMISSION EXPIRES JUNE e 2 4 rsidar? at ��✓ t� ' l pply on Vit, t3F' _ Building Department 01as 1 ° t Carr's Signature Date - Dri .t Owner's Name 2 Generated by REScheck-Web Software C 0, N./i Compliance Certificate Project Rothman Residence Energy Code: 2018 IECC Location: Greenport, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 45 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1180 Cedarfields Drive Mr. Rothman Timothy Klesse AIA Greenport, NY 11944 1180 Cedarfields Drive Klesse Architects Greenport, NY 11944 38 Chatham Road 201-618-5986 Short Hills, NJ 07078 tim@klesse.com 201-618-5986 tim@klesse.com Compliance: 1.7%Better Than Code Maximum UA: 175 Your UA: 172 Maximum SHGC: 0.40 Your SHGC: 0.25 The%Better or Worse TI-an Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no logger considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. ne OP Assemblies Ceiling: Flat Ceiling or Scissor Truss 500 38.0 0.0 0.030 0.026 15 13 Wall: Wood Frame, 16" o.c. Orientation: Unspecified 1.020 19.0 0.0 0.060 0.060 51 51 Door 1: Solid Door(under 50% glazing) Orientation: Unspecified 21 0.290 0.320 6 7 Door: Glass Door(over 50%glazing) SHGC: 0.22 21 0.290 0.320 6 7 Orientation: Unspecified Window: Wood Frame SHGC: 0.25 120 0.290 0.320 35 38 Orientation: Unspecified Basement: Solid Concrete or Masonry Orientation: Unspecified Wall height: 8.0' 1,000 19.0 0.0 0.059 0.059 59 59 Depth below grade: 1.0' Insulation depth: 8.0' Project Title: Rothman Residence Report date: 12/02/21 Data filename: Page 1 of 10 Compliance Statement: The proposed building design described he e is nsistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed b-ildi _- �as bei N- signed to meet the 2018 IECC requirements in REScheck Version a-REScheck-Web and to comply with the man ry q U rein its 11skc! in the PEScheck InSIDegrion Check! sse-AIJA ie ae Signa re Date Klass Architects 38 Chatham Rd ' Flis, NJ 07078 6 0 Project Title: Rothman Residence Report date: 12/02/21 Data filename: Page 2 of 10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 97.0% were addressed directly in the REScheck software Text in the " or ments/Assumptions" column is provided by the user in the RF-Schee Requirements screen. For each requirement, the user certifies that a code requirement will be met and now that is documented, or that an exception is being claimed, Where corgi pliance is itemized in a separate table, a reference to that table is provided. I Ic Verified d I Field VeComplies. P s nlPlan 7 1_ Comments/Assumptions`a>ue 1103.1, Construction drawings and ` �� `� � `y �� �� � El Complies Requirement will be met ; 103.2 documentation demonstrate `" y`` °``\y`V ��` ` °�° ���������� ❑Does Not [PR11 1 energy code compliance for the ,� ` `� y yV� "y VAy - `y building envelope.Thermal �� �� y� �� � y A ❑Not Observable envelope represented on \\ \\ \ \a �\\ ❑Not construction documents. ������������������\`\y� Applicable 103.1, Construction drawings and �`� ` " " "` �� 5�y�y� ����� ❑Complies Requirement will be met. I 103.2, documentation demonstrate A\���� ��� �\� \���� \2\�� ���❑Does Not 403.7 energycode compliance for Vs�� ����� ��y p \\\v\y��\ � [PR3]1 lighting and mechanicals stemsv� �� � �� ��� Location on plans/Spec: 9 9 y ��������������\\�\\`���❑Not Observable \ \\ � � � division 15 and 16 Systems serving multiple \\\y��\``�� � ���`� ��- `<`❑Not A licable Pp dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.3- Heating and cooling equipment is Heating, Heating: ❑Complies Requirement will be met. 403¢7 sized per ACCA Manual 5 based Btu/hr Btu/hr ❑Does Not 2 on loads calculated per ACCA Cooling: Cooling: Location on pians/spec: .Manual J or other methods 9= ❑Not Observable division 15 Btu/hr Btu/hr 'approved by the code official. ❑Not Applicable I Additional Comments/Assumptions: 1 High Impact(Tier 1) 1 2 Medium Impact(Tier 2) ,Low Impact(Tier 3) Project Title: Rothman Residence Report date: 12/02/21 Data filename: Page 3 of10 sizi loo , _ Plans V ' d ietd Ve 1 un t n i sp �a Complies? C __m sum do s1 I 402.1.1 Conditioned basement wall R- R ❑Complies see the Envelope Assemblies [FO411 insulation R-value. Where interiorR- R= ❑Does Not table for values, insulation is used, verification may need to occur during ❑Not Observable ; Insulation Inspection. Not ❑Not Applicable [ required in warm-humid locations in Climate Zone 3. 303.2 Conditioned basement wall ❑Complies [FO5] insulation installed per manufacturer's instructions- ❑Does Not AO ❑Not Observable >, Not Applicable 402.2.9 Conditioned basement wall ft ft ❑Complies See the Envelope Assemblies [F0631 insulation depth of burial or ❑Does Not table for values. distance from top of wall. ❑Nat Observable 1 ❑Not Applicable 303.2.1 A protective covering is installed y�Complies Requirement will be met. � 11 to protect exposed exterior ❑ \ \\ � \ � Does Not insulation and extends a \ - meati-minimum of 6 in. below grade. []Not Observable����_��� ❑Not Applicable 40 Snow-and ice-melting system � � Exception: Requirement' s 1 controls installed. ❑Does Not not applicable. LiNot Observable Location onP IanslsP ec: ❑ ot Applicable not applicable Additional Comments/Assumptions: 1 3 High Impact(Tier 1) �;'i Medium Impact{Tier 2) l Low Impact(Tier 3) Project Title: Rothman Residence Report date: 12/02/21 Data filename: Page 4 of 10 SeiTon 'iia Vea Field e . ' i � �n / o d Inspection i i Complies? � Co / tions ; e .I _ Value Value [ l �p 402.1.1, Door U-factor, U- U- ❑Complies See the Envelope Assemblies 402.3.4 t [FR1]1 ❑Does Not able for values. j ❑Not Observable ❑Not Applicable [ 402.1.1, Glazing U-factor(area-weighted U- U__ ❑Complies See the Envelope Assemblies 402.3.1, average). 402.3.3, ❑Does Not table for values. 402.5 ❑Not Observable [FR2]1 ❑Not Applicable I 303.1.3 U-factors of fenestration products \\ \ ❑Com lies P Requirement will be met. [FR4]1 are determined in accordance o �jes Not with the NFRC test procedure or �����\���������������������`���������; �� ��������� �����A��A� �� taken from the default table. �������\����\�����\������\�❑Not Observable z�Not Applicable 402.4.1.1 Air barrier and thermal barrier �� `��"�\ ���o��`�\ � `"��� ��� ��`\\ ❑❑Com lies Requirement will be met. [FR23]1 installed per manufacturer's �\�\\\��������\ P q ��������?� ����� � Does Not 0, instructions. \\ � ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built - �� ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not 0 AAMA/WDMA/CSA 101/I.S.21A440 - e -gid :or has infiltration rates per NFRCo _ — ❑Not Observable 400 that do not exceed codeNot Applicable limits. _ , IC-rated recessed lighting fixtures 1 ❑Complies Requirement will be met. (90,06)1 sealed at housing/interior finish .=Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. - ❑Not Observable y _ ❑Not Applicable 403.3.1 Supply and return ducts in attics � �_� _ ❑Complies �Requirement will be met. [FR12]1 insulated >= R-8 where duct is -❑Does Not >= 3 inches in diameter and >= = Location on plans/spec: R-6 where < 3 inch. Supply and ❑Not Observable division 15 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. 403.3.2 Ducts, air handlers and filter []Complies Requirement will be met. [FR13]1 boxes are sealed with ❑Does Not 0 joints/seams compliant with - Location on plans/spec: International Mechanical Code or ❑Not Observable division 15 International Residential Code, as ❑Not Applicable applicable. 403.35 Building cavities are not used as _ _ ❑Complies Requirement will be met. (FR5]3 ducts or plenums. - ❑Does Not _ Location on plans/spec: [:]Not Observable ;division 15 ❑Not Applicable 403.3.6(1,;Ducts partially or completely ❑Complies Requirement will be met. 2) :burred in ceding insulation have ❑Does Not(FR2613 :an insuat€on R-value notes Location on plans/spec: than R-8, the surd of the ceiling ❑Not Observable division 15 I insulation R-value against and ,,. ❑Not Applicable I above the for)of the duct,and against and below the bottom of - I the duct, is >= than R-19, excluding the R-value of the duct insulation. 3 HVAC piping conveying fluids R- R- 0-Comptes Requirement will be met. above 105 °F or chilled fluids []Does Not below 55 sF are insulated to >_R- 3. ❑Not Observable Location on plans/spec: division 15 ❑Not Applicable 1 ;High Impact(Tier 1) � �Medium Impact(Tier 2) 3 !Low Impact(Tier 3) Project Title: Rothman Residence Report date: 12/02/21 Data filename: Page 5 of 10 Section I !Framing Rough4n inspectionl dans Verified Meld � plies omen / s rapt ons .10 l Value Value 403.4.1 Protection of insulation on HVAC [FR24]1 piping. 4 k Complies Requirement will be met. N, Does Not Location on plans/spec: � � Not Observable division 15 El Not Applicable 403u53 Hot water pipes are insulated to R- R- ❑Coy plies Requirement will be met. R ) >R-3' ❑Does Not ❑Not Observable Location on plans/spec: division 15 ❑Not Applicable 403.6 Automatic or gravity dampers are Cs plies Requirement will be met. FR )1 installed on all outdoor air El Does Not intakes and exhausts. ❑Not Observable ,• Not APO cable Additional Comments/Assumptions: I 1 filth Impact(Tier 1) )Medium Impact(Tier 2) = 3 -Low Impact(Tier 3) l Project Title: Rothman Residence Report date: 12/02/21 Data filename: Page 6 of 10 Se ton Insulation Plans'serif Field Verified Complies? t Value � empt 303=1 All installed insulation is labeled `` ❑Complies Re uirement will be met. cN13 or the installed R-values ` �`� `" �` q ` ❑ provided. Does Not _.Not Observable �� � ��� � �;�Not Applicable 402.1.1, Wall insulation R-value. If this is a R- R- ❑Cornlies See the�nvelopeAssembiies 1402.2.5, mass wall with at least lh of the Wood table for values. 402.2.6 wall insulation on the wall ❑ ❑ Wood ❑D= es Not [IN311 exterior, the exterior insulation ❑ Mass ❑ Mass ❑Not Observable ' requirement applies (FR10), ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per �[IN411 manufacturer's instructions. �� `,� ��` Complies Requirement will be met. ❑Does Not o ❑Not Observable Not Applicable t. Additional Comments/Assumptions: 1 lHigh Impact(Tier 1) 2+jMedium Impact(Tier 2) 3 lLow irnpa (Tier 3) Project Title: Rothman Residence Report date: 12/02/21 Data filename: Page 7 of10 Section I Final Inspection Provisions PlansVerified Field Verified Complies? Comments/Assumptions Req.113 Value Value s 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood Wood ❑Does Not table for values. 402.2.2, j402.2.6 ❑ Steel ❑ Steel ❑Nat Observable [FI1]1 ❑Not Applicable I _ I 303.1,1.1, Ceiling insulation installed per ;❑Complies Requirement will be met. ,303.2 manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every ` 300 ft . Not Observable ❑Not Applicable 402.2,3 Vented attics with airermeable l omplies Requirement will be met p y \ \ [F122]2 insulation include baffle adjacent `���`�� ` ��` �� ` �` 1 � \� � � � � AA❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies Requirement will be met. [FI3]1 insulation >_R-value of the ❑Does Not adjacent assembly. []Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = 'Complies Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Requirement will be met. [FI27]1 determine air leakage with ft, ft2 ❑Does Not either: Rough-in test:Total Location on plans/spec: leakage measured with a []Not Observable division 15 pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Requirement will be met. [F14]1 cfm/100 ft2 across the system or ftp ft= ❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable Location on plans/spec: handler @ 25 Pa. For rough-in division 15 tests, verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2.1 Air handler leakage designated _ ❑Complies Requirement will be met. [F124]1 by manufacturer at<=2%of _ ❑Does Not design air flow. ❑Not Observable Location on plans/spec: division 15 - ❑Not Applicable JA Programmable thermostats ❑Complies Requirement will be met. t :installed for control of primary - ❑Does Not heating and cooling systems and Location on plans/spec: initially set by manufacturer to - ❑Not Observable division 15 code specifications. ❑Not Applicable 4` Heat Heat pump thermostat installed ❑Complies Exception: Requirement is ] 0 on heat pumps. I=Does Not not applicable. ❑Not Observable Location on plans/spec: no ❑Not Applicable heat pumps 40 Circulating service hot water _ `_❑Complies Requirement will be met. systems have automatic or ❑Does Not accessible manual controls. =1❑=Not Observable �Location on plans/spec: sheet a-1 ❑NotApplicable 1 High Impact(Tier 1) i ., Medium Impact(Tier 2) ' 3 :Low Impact(Tier 3) Project Title: Rothman Residence Report date: 12/02/21 Data filename: Page 8 of 10 lInspection field Verified -lnal i Com lies mal Values I tions 40 All mechanicalentilr' \ \\\\\\ ` \ \\ ; ion \ \ \\ \ \ `\\ `\ `'Com Iles I FI ]2 fans not part of tested aid isteo \ ` � \\` P Requirement will be met. HVAC equipment meet efficac ``` o\ �4\ \ \ \ ``\`\ Does Not Y \ ���\`\\\\\moo\\ per Table and air flow:in its p .No_Observable Location onplans/spec: \ \\\\\\ \ \ \\ \ \ \ \\ division 15 R403.6.1 " \ "��` \ ❑NotApplicabie 4012 He,.wateroo0 y v .yyv V y y vlllk - _a sLp €'] heatAvti ❑Complies Requirement will be met. ;F1261_ through one-or two-pipe heating � v` y���v�A����\�� \�`VA�v� �MDOes Not systems have outdoor setback �e � Location on plans/spec: SVAV ���\� A\SAA�. a s control to lower boiler water v�����A �y y ���,❑dot,Observable division 15 v, temperature based on outdoor ❑Not Applicable temperature. 403;5.11 Heated water circulation systems \` \ \ \\" `\\ { - pump. \ \ \\\\ \\\\\ \ Com lies Fi4� have a circulation um .The p Requirement will be met. system return pipe is a dedicated \\ ~ \ \ ` Does Not Location on plans/spec:returnPi e or a told water suAPIY bservable division 15 pipe. Gravity and thermos- ���\���\�Z\'`��\�����\� \\❑Not Applicable ���V\ vvA� syphon circulation systems are not present. Controls for circulating hot water system - pumps start the pump with sional �- for hot water demand within the i occupancy, Controls autmat;caily turn off the euro when water is in circulation loop is at set-point temperature and EM no demand for hot water exists 4 Electric heat trace systems � � ,❑Complies Requirement will be met. � 9� comply with IEEE 515.1 or UL ��� � � ❑D Not e oes o 5 5.Controls auc�rradca(y � Location onfans/s ec: ajust the erergY'rreuto the ` �— ❑Not Observable p P heat trach to maintain the ����,-=- ;sheet a-1 9 - - ❑Not Applicable desired water temperature in the piping. Demand recirculation water ` systems have controls that ❑Complies Requirement will be met ❑Does Not manage operation of the pump Location on plans/spec: and limit the temperature of the ❑Not Observable sheet a-1 water entering the cold water ❑Not Applicable piping to <= 1044F. - 40 = Drain water heat recovery units ❑Complies Exception: Requirement is tested in accordance with CSA ❑Does Not not applicable, B55.1. Potable water-side pressure loss of drain water heat _ ❑Not Observable Location on plans/spec: recovery units < 3 psi for ❑Not Applicable not applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water y<heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 90% or more of permanent ❑Complies 'Requirement will be met. (F16]1 fixtures have high efficacy lamps = - ❑Does Not ❑Not Observable ,Location on plans spec: _ ONot Applicable ;division lb 404.,1.1 Fuel gas lighting systems have - ❑Complies 'Exception: Requirement is Fi23 no continuous pilot light. —- ❑Does Not not applicable. - []Not Observable Location on plans/spec: ❑Not Applicable ;division 15 Compliance certificate posted. ❑Complies Requirement will be met. ❑Does Not []Not Observable � � - ❑Not Applicable 1 High Impact(Tier 1) Medium Impact(Tier 2) 1 3 Low Impact(Tier 3) i Project Title: Rothman Residence Report date: 12/02/21 Data filename: Page 9 of 10 Section Finat Inspection Provisions Plans Verified efd Verified Re �o Value � `ale complies? � Comments/Assumptions 303.3 Manufacturer manuals for ` \ \ \`` \ ` ix'i �les Re` ` uirement will be meta mechanical andandwater�tP ea�: g V\��` ����� VAS\\�� `` ��A`�A OQ systems have been proddedCO s Not ` �`� �;� ❑Nat Observable „e a Additional Comments/Assumptions: Appiicable 1 3 High Impact(Tier 1) 1 2 Medium Impact(Tier 2) :1:3 Low Impact(Tier 3) Project Title: Rothman Residence Report date: 12/02/21 Data filename: Page 10 of 10 2018 IECC Energy Efficiency Certificate Above-Grade Wall 19.00 Below-Grade Wall 19.00 Floor 0.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window 0.29 0.25 Door 0.29 0.22 Heating System• Cooling System• Water Heater• Name: Date. Comments A JFH-01 INSAIR CERTIFICATE OF LIABILITY INSURANCE DA ADD , 912512021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE S NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOS NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE ORPRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,t licy(Ies)must have ADDITIONAL INSURED provisions or be endorsed. H 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 cortificat holder in lieu of such ertd r ems), PRODUCER ; NTACi f JD3 Associates LLC . 17-11 S rn Pla .ice PHONE FAX Suffern,; NY 10009 _ ):( )53tl22 I INSURE- -A flt0IMfZ CoA,0A^E INSURER A,Utica First I rCO. I ;INSURED IsU �R 6326 Salable J F Home Improvements,Inc. IN—Stu = C: 1040 Middleton Road Greenport,NY 11944 rsU ° INSURER E: COVE ES CERTIFICATE NUMBER � IIO NDE : TI ,S IS TO CERTIFY T HAT i HE POLICIES ICIES O INSURANCE ����BEEF ISSUED TO T IE Is�S REC ��EO NOT INDICATOil THE POLICY IC Y PERI00 ED. A iTHSTANDIN ANY REQUIREIK40w TEPA CR COQ DI T 1C N 01 ABY C NT ACT OR ?lER` is U r�ENT � Til R>St'ECT . '��O�ICr�1 H1S CERTIFICATE MAY BE ISSUED OR SAY PERTAIN TE INSUICE ACRDEO BY i rsE €POLICIES lI SCR3BED I IEIEIN iS S3IECT TO ALL j EXCLUSIONS AD CONDITIONS OF SUCH POLICIEL,LINTS S S �Y HAS BEEN RELIICED BY PAID T ERAS,CC A15. ILTR TYPE OF INSURANCE AUOL'RUDR' gI Policy ' C O POLICY NUMBER s l LIMITS }( COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR - EACH CCUP NC® a 1,0 �ou ART100 111412021 ; 1/1412022 , . 50,100; MED EXP IX� 5,0001i '' I`L AI RrF l ( P&..-0 .A AD 4JUR S 1,000,0001 i FE LIMIT APPLIES PER: POLICY,Y J T El LOG GE01 EL AGGREGATE ,� - PRODUCTS=COMPIOP AGG . $ 2,000,000 OrHER AUTOMOBILE LIABILITY 1 CCAIMNED iii=OGLE LIPg,'T ANY AUTO ml AS® SCHEDULED DOOODL t� UTtONLY AUTOSIY pat r HiTED NI6� 0 AU OS ONLY ��Ac1T0 Ot by PROPERTY TY DAMAGE F UMBRELLA UAS L� OCCUR ' §bIYdC't?RI-SCE EXCESS LIAB CLAI .-SAI E GGREGA = DEDETEN'ION$ WORKERS COMPENSATIONI ' ;#1rOEMPLf3YEBS`L`siLITY PERYIN I Ar Y rRO—RIETORPART NEWEXECUTIVE11C 1 ° - M3 Ell INIA• If ves_ I-maunder E-L DISEASE-EAfflAPLOYEE.S L SGfflmnON OF OPERATIONS E L I tSEAS_e=MOLICY LIMIT s S s OESC€IP-RON OF OPERA—1104S r'L KPON S I_' iCLES(ACORD 909,Additional Remarks Schedule,may be attached If more space is required) Town of Southhold is includeds additional insured, I CETIFIA €IOLE CANCEL` SON SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED I Building Dep. ent ACCORDANCE WITH THE POLICY PROVISIONS. 375 Main Road P.O.Box 1179 AUTHOR ED REPRESENTAIWE Southold,DIY 11971 CORD 26(2098103) Q 1988®2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NYSImm Now York State Insurance Fund 8 CORPORATE CENTER DR,3RD FL ,MELVILLE,NEWYORK 11747-3129 I nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) n A A n A n 208849577 ANA MARIA ZUZUAGA 172-43 HENLEY RD JAMAICA NY 11432 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER PCERTIFICATE HOLDER SA BIA J.F. HOME IMPROVEMENTS INC. I O OF SOUTHOLD BUILDING DEPA I PflBOX74 PO BOX 1179 EAST MARION NY 11939 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD 1 DATE I 124082044 25934 01/27/2021 TO 01/27/2022 1126/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2408 204-2, 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, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU CISH TO RECEIVE NOT 1FICA I IONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDA TE THIS CERTIFICATE,VISIT OUR WESSITE AT H S 1 NYSIF.COMlCERTICER AL. P.THE NEW YORK S TAT INSURANCE FUND IS NOT LlAaLE IN THE EVENT OFFAILURE T GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT JOSE F SARABIA SARABIA JF HOME IMPROVEMENTS INC THIS CERTIFICATE IS ISSUED ASA 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. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 5 CALENDAR DAYS` NOTICE OF ANY CANCELLATION OF THE POLICY, EW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:491008038 U-26.3 o 1 A I JL _1L U_V, R & _V1 i_ S RO N, A 80 DA i_ DS D ,_ VN oi_ 9 I _J_ 1L _J Li _XL E u E AL r RA 0 10 D _N 0 i ° 9 Certificalions indicoied hereon signify that this plot of the property depicted hereon was made in accordance wilh the exisling Code at Practice for Land Surveyors adopted by the New York State Association of Professional land Surveyors This cerrificolitui is Certifications indicated hereon signify that this of of the property depicted hereon was made in accordance with the existing Cafe n!Practice Far land Surveyors ado red the New York Stale Assaiol on of Profe siunal loud Surveyors This i only for the lands depicted hereon and is not certification of title,zoning or freedom of encumbrances. Said ceilificolions shoo run only to the persons and/or entities listed hereon and ore not tionsfe able to additional persons,entities or subsequent owners. 9 y O pr pe N � 9P by s yors w cer r icouoT is only for ilia lands depicted hereon and is not certification of title,zoning or freedom of encumbrances. Said certifications shall run only to the persons and/or entities listed hereon and are not rronsfooblu to additional persons,entities or suusequenr owners. LEGEND ABBREVIATIONS LIST OF DRAWINGS ' Ni & AND MAP OF FLEETFIELD BRICK ® AT MAP OF FLEETFIELD RD ® NUMBER OR POUND S 16*01'50" EDEC0 U L� 75.00' ON S 16'01'50" E FIT DE0 8 2021 A.F.F. ABOVE FINISHED FLOOR 5IIEO l LINE • I ON 75.00 o.e'ty !_INE— BUILDING DEPT. '-''•�',;,:baa CONCRETE ADJ. ADJUSTABLE � _MAP `....--U ' o a w LINE MAP �............���Itro� tJ LrNI TOWN OF SOUTi-TOLD A.P. ACCESS PANEL T-1 LEGEND & SITE PLAN Fr ' SIOCKADr — APPROX. APPROXIMATE T-2 SPECIFICATIONS 07's rFNCf F1" SIOCKAll1: C.M.U. T-3 SPECIFICATIONS rT o'w oo,v rEN Cw B.O. BY OWNER T-4 SPECIFICATIONS 80. BOARD A-1 SECTION & DETAILS EARTH OR COMPACTED FILL ROCK BLDG. BUILDING A-2 DETAILS w RE FENCE _ momBILK. BLOCK A-3 BASEMENT/FOUNDATION PLAN '-a-'"-'° - -O C1 _ —art i 1+nRF FENCE _ BM. BEAM rF o.s s i --o- —-a ----O—— O - aFF FC 0.3'8' A-4 FLOOR PLANS ' s 4's s-a's r BOT. BOTTOM A-5 FLOOR PLANS it I i. INSULATION BATTS BRKT. BRACKET A-6 ELEVATIONS a BSMT. BASEMENT A-7 SECTIONS I a CAB. CABINET I INSULATION RIGID C.B. CATCH BASIN ° o CLG. CEILINGCL. CLOSET w POROUS FILL CONC. CONCRETE 'oar 115• SCENIC BUFFER 17 W 10 LZ.115' SCENIC BUFFER ' w O DEPT. DEPARTMENT �� IW w DIA. DIAMETER ° O ' a ''tri F' STEEL DIM. DIMENSION > i � -t O 4 I K OJ ® DN. DOWN BUILDING I t° (o o °° DWG. DRAWING Cd '" N I (0' H ® WOOD BLOCKING E. EXISTING CHARACTERISTICS N N ! N A ELEC. ELECTRICAL v/ EQ. EQUAL o `� 't ' W000 FINISH NY-IRC 2018 c _o-'` EF�c`r` tr �� - ® F2F FLOOR TO FLOOR Code Jurisdiction O —'. F.D. FRENCH DOOR Fr �' cT c� o' •_... u. v+p ° - n. w F.F.D. FROSTED FRENCH DOOR T.9 N U^Y/rRl fENCl O ~ rr FF - n• -o EXISTING TO REMAIN F) FLOOR DRAIN Use Group R-5 �' -- f��wiRL FE I CL -~ �` a is o;- Ft 2 T.9'N O ti'S F.E. FIRE EXTINGUISHER W ,5 o, ----------------------- EXISTING TO BE REMOVED FF FINISH FLOOR M i "i 5 Y� E" RN. FINISH Const. Class. 5 B M '" ° ON m`n MONUMENT Fr 1"i v m� �?+ NEW WALL FINISH FUR. FLOOR 1- I 'uNE _ _ - H UNE �' t.z's FOUND T•y'g MONUMENT FE FT, FOOT OR FEET fl ' #„ FOUNp —EXISTING STRUCTURE STRUCTURE IJNE Area — 1,396 Sq. Ft. _J c� �;N � yv ���� O ( j. IT __ ~" ,r W a.3•s Ir fi G.C. GENERAL CONTRACTOR LINE `� I t ON - O 3 s A NEW STRUCTURE LINE GA. GAUGE Largest Floor � '('�,�'�'� d :_ 11 - GALV. GALVANIZED PROPOSED B.C. - r �l It L Nr GRADE LINE GYP. BD. GYPSUM WALLBOARD N e W Building Area 523 Sq. Ft. ` Z ( 1 H.B. HOSE BIBS z o U� Q i 1( 13 ADDED FAR W U '/ W W It I1 W •- GRADE UNE CHANGE to w w a HT. HEIGHT Volume— New Structure O L' H.V.A.C. HEATING, VENTILATING, 3 O AIR CONDITIONING ADDED FAR X HEIGHT -�� j�- NJ SYMBOLS I.D. INSIDE DIAMETER/ Basement 2,384 Cu. Ft. M �, 00 - � - �s - �itC `" OOD M DIMENSION IN. INCH First Floor 4,184 Cu. Ft. r` �1� Z� 00 INT. INTERIOR 2 M Z 'j 11 P _ ev � t7�'•�y - o SECTION DESIGNATION LAM. LAMINATE Second Floor 1,400 Cu. Ft. rr 0 3 5 -jMAsoNar = n M Kj SECTION NUMBER L.V.L. LAMINATED VENEER LUMBER Third Floor N/A Cu. R. ,'� rE_� unrr ' ` ��K J'r 3.FITVN O ss c M z — SHEET NUMBER MFR. MANUFACTURER >u T rips _a O I It- Ll ►-. MIN. MINIMUM VI sf 1' 3e.s rr N 0 ❑ ' FE ,� O rp Tota I 7,968 Cu. Ft. E� a 1 a'S cr 2 STORY a. MISC. MISCELLANEOUS v n "' DWELLING .i ON Y< ( le 2 STORY FE J 'J► ELEVATION DESIGNATION O aL a ; H �s, N� 1180 N LINE f o o� ' �' N DWEWNG .i ON W — ELEVATION LETTER N. NEW �' - N °a Vs I - N N No. 1180 N 11NE SHEET NUMBER N.I.C. NOT IN CONTRACT Total Land Area 0 Sq. FL r sFs r ,� $ Ty a' , 15 4' 14.9' N0. NUMBER Disturbed Fr rsa ta.e' r"f a['T: Fr CENTERLINE N.T.S. NOT TO SCALE �' FE + _ T.1'S 30 Ib s ft. live F"�'S 's Acx i-T'S u + i'N O.C. ON CENTER Floor Loads / q MAS 4i'. n � O DOOR TAG, SEE SPEC O.D. OUTSIDE DIAMETER 10 Ib/sq. ft. dead y �] / Sleeping Areas + t, © _ u DIMENSION OZ. OUNCE 40 Ib/sq. ft. live vi g r JOIST TAG Floor Loads 10 lb/sq. ft. dead o mac' ' _ P.D. POCKET DOOR Other Areas M ° s °° ° Q t O PLUMBING TAG, SEE SPEC. PL PLATE 30 Ib/sq. ft. live +� ,L93 g1• ' 0I + 7 � �- ria 4LZ 0 �6- P-LAM POWER LAMINATE MEMBER Roof Loads 493.91 31 0 10 Ib/sq. ft. dead e T m C j P.R. POWDER ROOM -M- -- —-r —— � � _ r; ; -�? s4+*�"}af3�-.•� REVISION N0. PT. PRESSURE TREATED 40 Ib/sq. ft. live s�o'N Fr Bathroom L, 9o'w S.O'N .' .. • R. RELOCATED 20 Ib/sq. ft. dead �J U _ U-. 9 a'w ???? DETAIL TAG RAD. RADIATOR N 16 01'50" WiliiiieH \! ---- REC. RECESSED - N 1 fi 01 50 W _:: _... :_ U_ r SCALE: ?? REF. REFRIGERATOR 75.00' �jjrj-1 1-a� s ;"•��.aa�,�3 „sem �y°sem Gj cc 75.00 12 REQ. REQUIRED CERA FIELDS IV C ® MELDS IVB ��4hf Ct3�� ? ROOF PITCH TAG REV. REVISION RM. ROOM A A R.O. ROUGH OPENING BUILDING SECTION S. SOUTH LIFE SAFETY Sim. SCHEDULE Cq � SIM. SIMILAR DETECTOR SUMMARY � SPEC. SPECIFICATION � 02 SIMPSON TOP RANGE HANGER SPKR. SPEAKER �+ w' \ \ SIZED AS REQUIRED ve 5URVEY L ��i us supveY / ®'ice' SQ. SQUARE SMOKE DETECTOR CO wLw: suttvEY W', 2021 BBB PC �� Q o S & R SHELF & ROD DETECTOR VIEW. SURVEY .-1 .-ti WP/GFT WATER PROOF GR PROTECTED OUTLET S.SINK SERVICE SINK The offsets or dimensions shown from structures to Ilse I t lines ore fa a specific r and use,and therefore,ate not intended to guide In the erection of fences,retuinin wolfs, )`rats ,nw, lorrim areas,additions la buildings and an, (c) 2{)21 BBV PC. � � P N f purpose g g I P 1 g 7 the offsets or dimensions shown from structures ro the r hues ore for o s Jrc ur and use,and rharefoia,c wu not inrandc-d to wde-m the creme' T of fences,retuinin walls !s Lias lantm areas addition N f p f 9 ,f f F 9 s to buildings and any S.T. STEEL TUBE other consnut.lion Subsuilore mid environmental conditions were riot examined at considered ns o port of this survey Easements,P,iohtsaf-Wuy of record,If any,ore nor shown.Property comer rnoriuments were rK>f placed us a part of this survey other consrrta ion Subsurface and envitonmentol cowlitions were not examined a considered as o n of this survey,Easements,RI hts-of•W of record if an r not g SIL STEEL CORRIDOR BEDROOMS CORRIDOR t1O eY 9 try y,are o spawn-Property cooter monuments were not placed ms o part of this survey dh-_— DOUBLE HUNG WINDOW S.S. STAINLESS STEEL ���'~'�` Bal t o Tax Map: DISTRICT 1000 SECTION 40 BLOCK 5 LOT 1.32 `� Barrett Tax Map: DISTRICT 1000 SECTION 40 BLOCK 5 TOT 1.32 A E-+ CASEMENT WINDOW STOR. STORAGE aw- AWNING WINDOW STRUCT. STRUCTURAL BASEMENT - - 1 ' Uituodioruw.l alierulim a uddition s>This suv is o sou W SYM. SYMMETRICAL 6011aCC1 & Map of: SUBDIVISION OF CEDAR FIELDS AT GREENPORT `u $ p A f- FIXED WINDOW ,I L41-§1, 4 Imnin d set•ricni 7204 of New Yak Auka Educulrxi lcsw Bonaeel & Map oF: SUBDIVISION OF CEDAR FIELDS AT GREENPORT Unuudtontatf altBrotiar a astdituxr ro Ips swsBy rs u ourT. TREAD - 2 1 'r. loond six4ri 72()4 d tWs«York Stuk Eduhw Lssw A `�'1ST FLR. Van Weele, Pc Map Lot: 32 Map Block: --- ``:.. ;)v Van Weele, Pc Map Lot: 32 Map Block: --- W H TEL. TELEPHONE " t.•;•..,c=..,.r."" TEMP. TEMPERED T&G TONGUE AND GROOVE _ Engineers • Surveyors . Planners En insets . Surve ors • U 2ND FLR. 2 1 File Date:6/27/1990 File No.: 8966 County: SUFFOLK g y Planners � THK. THICK 175A Commerce Drive Hauppauge,W 11788 175A Commerce Detre Houppouge,W 11788 File Date: 6/27/1990 File No.: 8966 County: SUFFOLK E-r W T.O. TRIMMED OPENING 1631-435.1111 F 631.435.1022 E 7631.435.111)F 631.435.1022 C.� T.V. TELEVISION 3RD FLR. - - - V/WW.bbvpc.com Situate: GREENPORT,TOWN OF 50UTHOLD {j E" � to ��,� www,bbvpc-cam Situate: GREENPORT,TOWN OF 50UTHOU) �! � � o TYP. TYPICAL Certified to Tide No.: SP46343-5 Date 8y Revision 1' E-+ Certified to: Tide No.: SP46343-S Date 8y Revision �x � U U.O.N. UNLESS OTHERWISE TOTAL 4 3 ERIC ROTHMAN&THERESA MADAUNE ERIC ROTHMAN&THERESA MADALINE NOTED Copies of This surrey mop tint beating the land SPANO ABSTRACT SERVICE CORP. suiveyta's embussed seal and signuttne shall not SPANO ABSTRACT SERVICE CORP. Copies of this survey mop not bcaiing the land �T. VERTICAL REFERENCE DIVISION 16 OF SPECIFICATION FOR CONNECTION FIRST AMERICAN TITLE INSURANCE COMPANY be coiwrfewd kT be a+rue and valid copy FIRST AMERICAN TITLE INSURANCE COMPANY surveyor's embossed seal and sign urd Shull rsor kw consldaied k,be o Bue and Dulid copy V.I.F. VERIFY IN FIELD REQUIREMENTS AND MORE DETAILED LOCATION REQUIREMENTS Suive ed lo : B.S. Draped . J.F. Checked : C.W. W. WEST Dote: SEPTEMBER 24 202) Scale: 1"c 30' Project No.; A210707 5urve B.S. Dra edb : J.F. checked b : C.W. Date: SEPTEMBER 24 2021 Scale: I"= 30' Project No.: A210707 wo. wooD K kDa2lUA210707kDViC,\A210707.dwg,TITLE,9/28/2071 1:D9:55 Mi.Barrett Bonxd 8 Von Weele,P.C.,JF X:V)421W210707XDWGWz1G707_dwg,TITLE,9/28/2021 1:09:55 P.1,Batten,Banter 8 Van Wedc,P.C.,JF W.I.C. WALK IN CLOSET - t W/0 WITHOUT WP. WATERPROOF EXISTING SITE PLAN PROPOSED SITE PLAN �� �" SCALE: 1 = 30-0 L!::r4 PEI°A&TY OF LArq " " " " �y wo Ut-1 UTHO''1ZED FERSON(S� {� SCALE: 1 = 30-D f+ a S � 9 9 T - 1 DATE 12/01/2021 PROJECT NO 21078 SHEET 1 OF 11 ROTHMAN o 8 "9 ) ) s V 0 A W Y0 _ K ,0 Li � L_ __L_J 9 9 GENERAL NOTES AND SPECIFICATIONS-RENOVATION 3.1.2 Relocate or remove all existing shrubbery,plantings and trees that are within the 4.2.10 All horizontal and vertical reinforcing shall be tied in place prior to placing of any 2 x 10: Simpson LUS210 area of construction. Verify with Owner if contractor is to relocate or remove concrete. (2)2 x 10: Simpson LUS210-2 DIVISION 1 —GENERAL NOTES shrubbery,plantings and trees before work occurs. (3)2 x 10: Simpson LUS210-3 1.1.1 All work is to be performed in accordance with all applicable codes,ordinances 4.2.11 Provide spacers,chairs,and ties as required and necessary for assembling,placing 2x 12: Simpson LUS210 and accepted industry standard. Carefully coordinate with permitting officials 3.1.3 Install new gutters and leaders to perfectly match existing on entire residence with and supporting all reinforcement in proper position. 11-7/8"TJI 560: Simpson IUS3.56/11.88 and conform to all specific towns ordinance related to demolition and continuous gutter screening. Connect to existing system.Run all underground 14"TJI 560: Simpson IUS3.56/14 constructionrotection such as construction fencing,etc. pipe systems prior to pouring of any exterior stoops,porches,patios,driveways, 4.2.12 Extreme care and proper measures must be used so as not to damage,bulge or tip 1-3/4"x 9-1/2"LVL Simpson HUS 1.81/10 p g' etc. Exit to street or new drywell including backflow prevention as required. walls due to any superimposed pressure. Shoring,bracing,etc.shall be employed 1-3/4"x 11-7/8"LVL Simpson HUS1.81/10 1.1.2 All engineering documents,specifications,and details shall supersede information Coordinate in field with architect. until the full dead load of the building is on the walls. 1-3/4"x 14 LVL Simpson HUS 1.81/10 as noted on the architectural documents. 3-1/2"x 9-1/2": Simpson BHUS410 3.1.4 Contractor shall stockpile all existing topsoil for re-use and provide new as 4.2.13 Where changes in masonry unit types occur,or decrease in wall thickness,the top 3-1/2"x 11-7/8": Simpson HHUS410 1.1.2 Contractor is to verify all dimensions and conditions in the field and notify the required so as to provide 4"of topsoil on all altered areas of the site. Rake out 8"course of wall below shall be 100%solid. 3-1/2"x 14": Simpson HHUS410 Architect of any discrepancies or inconsistencies prior to executing construction. and level soil to finish grade. Ready for seeding is by owner. 3-1/2"x 18: Simpson HU416/HUC416 DIVISION 6-ROUGH CARPENTRY 5-1/4"x 9-1/2": Simpson HHUS5.5/10 1.1.3 Do not scale drawings. Written dimensions take precedence over depicted sizes 3.1.5 Backfill and compaction against foundation wall shall be trash-free material in 8- Sectiion 6.1 -General Carpentry Materials 5-1/4"x I 1-7/8": Simpson HHUS5.5/10 and relationships on drawings. Variations in drawingsize may take lace due to inch lifts. Backfill to be compacted to 95%maximum dry density for cohesive 6.1.1 Structural Framin lumber to be No.2 Dou ]as Fir,or better, 1450 psi minimum 5-1/4"x 14" Simpson HHUS5.5/10 drafting and printing processes. y p soil and 98%for granular soil in accordance with A.S.T.M.D-1557. Care must factory marked,or metal studs at all basement areas. p 7"x 9-1/2": Simpson HHUS7.25/10 be taken not to damage the foundation walls or the dampproofing and 7"x 11-7/8" Simpson HHUS7.25/10 1.1.4 All dimensions are given to face of gypsum board unless expressly noted waterproofing. 6.1.2 Pressure Treated lumber to be in accordance with AWPA(AmericanWood 7"x 14" Simpson HIIUS7.25/10 otherwise. Windows and exterior doors are located by centerline. i Protection Association)Standard U1 as follows with special attention to allowable (3) 1-3/4"x 9-1/2"LVL w/ Simpson HWU7.12/9.5 3.1.6 Construct new driveway as indicated on the Site Plan as required for new work; fasteners and flashing. (2)5/8"Steel Flitch Plates 1.1.5 Contractor to perform in high quality professional workmanlike manner. see Site Plan for extent. Preferred Sill plates: Sillbor"borate treated wood"by Lonza Wood 6.2.8 Verify sizes of all engineered structural members,indicated on drawings,with 1.1.6 Contractor to coordinate and accommodate"Not in Contract"work. DIVISION 4 -UNIT MASONRY Protection architect prior to ordering and installation. Including accepting and unloading of all items. Section 4.0—General Conditions www.wolmanizedwood.com 4.0.1 No masonry work shall be performed if day or nighttime temperatures are 6.2.9 All plates to be doubled with splices staggered over studs only. 1.1.7 Details noted"Typical"imply all such conditions to be treated similarly. expected to fall below 32 degrees Fahrenheit. Alternate Sill plate: Wolmanized Residential Outdoor Wood by Lonza Wood Protection treated with.OS CA-C(copper 6.2.10 Provide double joists minimum under all walls parallel to joist length unless 1.1.8 Contractor shall furnish a Certificate of Occupancy to the Owner at the time of Section 4.1 —Footing/Concrete Slabs azole)rated for above ground. specifically noted otherwise. "Substantial Completion". 4.1.1 Notify and allow architect to inspect soil and reinforcement bar placement prior to www.wolmanizedwood.com the placing of the footing. 6.2.11 Double framing around all openings where not indicated on drawings. 1.1.9 Contractor shall procure and pay for all permits and fees. 6.1.3 Laminated Veneer Lumber(L.V.L.)headers and beams are to be 2.0E Microlam 4.1.2 All footings shall be on undisturbed soil,3'-6"minimum below finished grade. LVL manufactured by Weyerhaeuser(1-888-453-8358).. Provide 4"x 6" 6.2.12 All joists to have 3 'm minimum bearing over plates or as otherwise indicated on 1.1.10 All copies of Drawings,Specifications,Copyrights and the Designs expressed Clear dimension for all crawlspaces shall be a minimum of Y-0"unless otherwise bearing under all girders as indicated on drawings or minimum 3 %z"bearing drawings. Flush beam and headers to have metal hangers. therein are and shall remain the property of the Architect. They are to be used noted. under all other conditions. No substitution is acceptable. If contractor only with respect to this project. inadvertently substitutes manufacturer it is the contractor's responsibility to 6.2.13 All framing members where cut to permit passage piping,ducts,conduit,etc. 4.1.3 Reinforcing steel shall be billet steel conforming to A.S.T.M.Spec.A615-60. provide signed and sealed calculations from a licensed structural engineer in the shall be strapped and braced on each side as per coddeerequirements. Provide miscellaneous framing around openings as required. 1.1.11 All work is new unless noted as existing. Deformations in accordance with A.S.T.M.A-305. WWM shall conform to local jurisdiction. A.S.T.M.A485. Available Width: 1-3/4" 1.1.12 Contractor shall protect all existing to remain construction during all phases of Available Depth:5-1/2",7-1/4",9-1/4",9-1/2",11-1/4",11-7/8", 14, 16, 6.2.14 All doors or trimmed openings to have(2)-2"x 4"or(2)-2"x 6"studs at jambs work and repair any existing to remain conditions that are damaged during the 4.1.4 Furnish and install rebar grounding&bonding clamp&grounding wire sized as 18,20 minimum,verify wall thickness with plans. construction so as to match existing pre-construction condition. required and installed as per manufactures directions and D.C.A Bulletin 2-02. 6.2.15 All framing shall be plumb and square,true,well braced pinned together with 6.1.4 Plywood Roof Sheathing shall be 5/8"(or thicker as to align with existing)APA g p q �p g 1.1.13 Furnish Port-O-John on site for duration of construction. 4.1.5 All concrete shall be 3500 psi unless otherwise noted. Rated Sheathing 32/ 16,C-D,Group 1,Exposure 1 good joints and true bearings. Framing and nailing shall conform to I.R.C.—N.J. and good practice. 2 4 6 8 1.1.14 Cleaning shall be the responsibility of the General Contractor. Floors,walls, 4.1.6 Pitch basement and crawl space slabs to sump pit.Pitch garage slabs to exterior 6.1.5 Plywood Wall Sheathing shall be 1/2"(or thicker as to align with existing)APA 6.2.16 Use subfloor grade construction adhesive at plywood subfloor installation and windows,and all other surfaces shall be cleaned ready for occupancy,including door. Rated Sheathing 32/16,C-D,Group 1,Exposure 1 underlayment grade construction adhesive at plywood underlayment installation. removal of all labels on window and doors. Turn over building broom clean. The owner will wash windows and plumbing fixtures. 4.1.7 Install 3"PVC"T"fitting in sub-slab aggregate or in sump pit and connect to 6.1.6 Plywood Subfloor shall be 3/4"APA Rated Tongue&Groove Sheathing 32/16, 6.2.15 Exterior dimensional trim shall be Azek independent 3"vent stack located in wall and penetrate through roof. Run pipe in C-D,Group 1,Exposure 1 for all new work. In all locations to receive tile floor, 1.1.15 All materials shall be new and of the grade and quality specified. Trained, a manner that makes it accessible for installation of a future in-line vent pipe fan existing floor sheathing shall be removed in its entirety and new sheathing 6.2.17 Interior trim shall be clear pine or poplar,continuous pieces,no finger jointed experienced persons,skilled in their various crafts shall perform Work. in the attic space. Pitch pipe to drain and provide an electrical box for future installed as specified above. trim. (Unless otherwise noted in documents) wiring if required. Locate pipe outlet as required by code.Provide one per 1,500 1.1.16 The entire installation shall be guaranteed against defects in workmanship and sf of basement or crawl space area. 6.1.7 At all locations where new building meets existing building roof sheathing, 6.2.18 All trim including door,window,window sills,base,casing,crown and exterior material for a period of one year from the date of final acceptance. wall sheathing,and subfloor shall be ripped back 2'into existing structure shall match existing.(Unless otherwise noted in documents) Section 4.2 -Foundation Wall and new plywood as specified above to span seam between new and old 1.1.17 Existing conditions shown or implied are based on best available but limited 4.2.1 Concrete Masonry Units(CMU)in bearing walls shall be(unless noted structures. 6.2.19 All trim shall match the specifications below at all locations indicated unless information. If conditions are encountered that differ from those shown,noted or otherwise)as specified by A.S.T.M and shown below: otherwise noted on the plans. Contact Dykes Lumber(201-867-0391)for implied,all work in that specific area is to stop and the Architect is to be notified. a. Foundation walls C 145 Grade N-1 (75%solid) 6.1.8 At wood framed chimney shall be 2 x 6 studs @16"O.C.with wall sheathing assistance with Dykes Trim. No work is to continue in such areas without the permission of the Architect. b. Load Bearing Walls C90 Grade N-1 (54%solid) shall be lapped 2'over platform framed connection between top plates and C. Beam Bearing to Footing C 145 Grade N-1 (100%solid) sill plates with three Simpson strap MSTA18(1 at each corner and 1 at mid Interior 1.1.18 All allowances/credits shall be for the actual purchase price of the items. d. Joist Bearing Top 8" C 145 Grade N-I (100%solid) width on all 4 sides). Installed strap prior to sheathing(this detail occurs 2' Crown(All spaces U.O.N.) Dykes#604 below where chimney is not attached to building) Crown(Entire Second Flr.) Dykes#364 1.1.19 General Contractor shall procure and pay for building layout and building height 4.2.2 Masonry Mortar-ASTM C 270,Type S above grade,Type M below grade; Window stools(All spaces U.O.N.) Dykes#405(similar) survey. approximately 3:1:11 Portland cement,lime,sand ratio. Section 6.2 -Carpentry Installation: Casing(All spaces U.O.N.) Dykes#22413 6.2.1 Comply with"WCD 1 -Details for Conventional Wood Frame Construction"by Base(All spaces U.O.N.) Dykes#263 1.1.20 General Contractor shall procure all other survey work(if required)including but 4.2.3 Lay masonry units in running bond(except as noted otherwise)and cut joints American Forest&Paper Association/American Wood Council(awc.org)and Shoe Moulding(All spaces U.O.N.) Dykes#73 not limited to a foundation location survey. The owner shall be invoiced directly flush. IRC International Residential Code,New York Edition,including nailing, for these items. firestopping,anchorage,framing and bracing. Code requirements for spacing, Exterior Windows 4.2.4 Build foundation walls of concrete block accurately as shown on drawings. Key sizing,spans and cuts shall be strictly observed. Drip cap AZEK mitered&copper clad DIVISION 2-DEMOLITION mesh or Durowall reinforcing in alternate block courses. Bond walls together at Casing 5/4 x 4 w/AZEK DRIP CAPflush with outer 2.1.1 Demolish all wall,ceiling and floor surfaces in all spaces where work occurs intersections. Fill voids in top units with concrete. Fill core solid at all locations 6.2.2 Refer to details 2&3 on sheet A-1 for typical beam bolting layout detail and edges of verticals utilizing"The Lead-Safe Certified Guide To Renovate Right"document criteria of vertical reinforcing,see steel reinforcing schedule on sheet A-1 for bar size and typical Microllam L.V.L.and Parallam PSL penetration gusset detail. See detail 5 Sill 2"Historic Sill as issued b the EPA most current addition. spacing. on sheet A-1 for the joist penetration location detail. y 6.2.20 All shelves shall be'/<"thick MDF with all exposed edges to be eased and sanded 2.1.2 Remove and dispose of all waste material in a legal manner including separate 4.2.5 Protect newly laid masonry from exposure to precipitation,excess drying, 6.2.3 All piping and electrical penetrations shall be centered in joist depth smooth. Install on continuous 1 x 2 cleats with all exposed edges to be eased. dumpsters for construction debris and masonry material. Additionally provide freezing,soiling,backfill and other harmful elements. The rod shall be 1-1/4"diameter polished chrome. Provide intermittent supports two lockable lid garbage cans on site for food waste and commingled recyclables. 6.2.4 All structural work shall be literal as per these documents. as required at spans greater then 5'0" 4.2.6 Build walls straight and plumb,courses leve]. Fill all joints with mortar as units 2.1.3 Disconnect all plumbing, and heating to of last use. are laid. Full head joints. Tool exposed brick ck'oints to match existing Lay solid 6.2.5 Verify existing structure before any removals:notify architect. 6.2.21 Provide bridging asspecified below brick walls with common bond or to match existing. Verify with Architect. Dimensional Floor Joists: RED �Rc'yi 2.1.4 General contractor shall assume all responsibility in reference to the removal and 6.2.6 Unless otherwise stated on the drawings,headers shall be as follows: -Solid wood bridging centered in spans of floor joists exceeding �� F,ETE,�n T� 8'-0". 0x"10� �� relocation of all existing to remain mechanical and electrical services exposed due 4.2.7 Clean brick from top down with a solution of non-staining soap and clean water Up to 6'-0"opening: use(2)2 3 109s o ,�,. to removal of existing partitions. or a solution of one part muratic acid to ten parts water. Scrub surface with stiff Up to 10'-0"opening use(2) 1 /4 x 9 /z L.V.L's ti 3 bristle brushes and rinse well with clean water. 6.2.22 Repair and or replace all exterior trim as required due to rot and or new window work. ..L DIVISION 3—SITE WORK The values do not apply to conditions with framing corners or loaded posts above. ;r .�c 3.1.1 Relocate all removed soil on property at locations as directed by owner. Remove 4.2.8 WWM in floor slabs shall be centered in the slab. 6.2.7 Unless otherwise stated on the drawings,hangers shall be as follows: 6.2.23 Laser-level all kitchen and bathroom ceilings and floors with adequate - Y�y'°�� ©� all extra soil from site. 27P,65i furring as required. n 4.2.9 All continuous reinforcing shall be continuous and lapped at all splices,corners, �� , and intersections a minimum of 30 bar diameters(unless noted otherwise). 2 x 8: Simpson LUS28 (7 NE (2)2 x 8: Simpson LUS28-2 6.2.24 All HB&G columns to have PermaFlashing kit as manufactured by 3 5 7 9 W S y K _J .." L-i LJ .., LJ L L L T ® 2 16- L A[ __V I-A 6- 9 1 ' 10 3 1 S A I S 38 L '1A F A OA i) S 0 1 S9 DATE 12/01/2021 PROJECT NO 21078 SHEET 2 OF 11 ROTHMAN I—V -.9 1 -9 -1 7 ?- -I I I e—*Ih _N "rrK V S& 0 _AL - L W YO L � L _ L � L 0 � L � L _j L 80 r\u 'L_J � A - L � L � L_J � L_J � ) s9 iiL L-i L-i L L L 0 V, A9 -- _., L-i � L � L I HB&G(800-264-4424) Section 7.5-Flashing Clear All Purpose elastomeric compound manufactured by Sashco 800.289.7290 10.3.2 Install accessories in accordance with manufacturer's instructions,using fasteners 7.5.1 Concealed-Provide minimum 16oz.aluminum step flashing.Shop brake where and available at Jaeger Lumber 973.377.1000. appropriate to substraight and recommended by manufacturer of unit. Install DIVISION 7-THERMAL AND MOISTURE PROTECTION creases are visible. Separate from dissimilar metals with bituminous coating. plumb and level firmly anchored in locations to be chosen by interior designer in Section 7.2 -Building Insulation (Aluminum flashing shall not be used when in contact with Treated lumber) 9.1.2 Install Gold Bond Brand 5/8"XP Fire-Shield `C' Gypsum Board by National field. 7.2.1 Maintain ventilation space at all eaves.Provide insulation baffles as required. Gypsum Company(704-365-7300)on all walls in garage.If there is a living space 7.5.2 Exposed-Provide minimum 16oz.copper flashing.Shop brake all creases. above,the garage shall have 2 layers of Gold Bond Brand 5/8"XP Fire-Shield`C' DIVISION 12 -FURNISHINGS 7.2.2 Provide minimum insulation R values as indicated below,unless values are Separate from dissimilar metals with bituminous coating. Gypsum Board on all ceiling surfaces and structural members. Section 12.1 -Cabinetry superseded by ResCheck calculations.(General contractor shall verify ResCheck 12.1.1 All kitchen/butler pantry cabinets,tops,appliances and installation is by owner. calculations before proceeding with insulation Section 7.9-Roof Venting9.1.3 Furnish and install 1/2"XP Gypsum Board along entire ceiling of unfinished P g ) basement. G.C.to provide roughing and final hook-ups. Coordinate with owner's kitchen 7.9.1 No continuous ridge vent shall be used unless there are no power vents vendor and closely follow kitchen vendor's drawings. Match kitchen vendors 7.2.3 Provide kraft faced fiberglass batt Greenguard Certified insulation with R values specified in Section 15 of this specification.Use"Cor-a-vent"V-300 drawings with respect to all trades. Allow architect to sign off on all changes as follows: 9.1.4 Genera]contractor shall apply three coats of spackle to gypsum board and treat or from the most current drawings available. 7.9.2 Use"Cor-a-vent"Roof-2-Wall model at roof and wall intersection. sand surface to match the existing finish texture to meet satisfaction of architect Rafter Ceilings(2 x 8) R-21 and owner's painter. DIVISION 15-MECHANICAL 2 x 4 Stud Walls R—15 DIVISION 8-WOOD DOORS/WINDOWS& HARDWARE Section 15—HVAC 2 x 6 Stud Walls R-21 9.1.5 All painting,interior and exterior,shall be by owner unless otherwise noted in Section 8.1 -Wood Doors& Hardware 15.1.1 Heating&Cooling Units to service as follows: 2 x 10 R-30 these specifications. 8.1.1 Interior Doors:Provide prehung, 1-3/8"pine doors. Doors shall have full'/a" Unit A: Existing Hot Water Boiler 2 x 12 R-38 jambs,colonial stops and fully mortised hinges(hinge finish as selected byLocation: Basement(conditioned) Note: In attic spaces where no sub-floor exists above provide R—38 batt 9.1.6 Perfectly patch all wall,ceiling and trim surfaces as required to be ready for paint owner). Face panel to match existing raised or flat panel. Verify panel style with by owner including removal of existing wall liners. Service: Entire Existing Structure insulation. Owner prior to ordering. Hardware shall match existing. Design Status:Cut,Patch,modify,and extend as required for new work. 7.2.4 Provide Bayseal CC X closed cell spray form(at roof"ventless"locations)asSection 9.3 -Marble/Slate/Ceramic Tile 8.1.2 Provide hardware allowances as follows: Unit E: New 2 Zone AC Unit manufactured by Bayer (800-221-3626)and installed by Paulsen InsulationPer lockset,interior door $80 9.3.1 Standards:Adhesive and grout materials and installation standards of the Location: Basement(conditioned) Company. Contact Robert Paulsen 908-202-3748. R-Value per inch=6.9American National Standards Institute(ANSI)and Handbook for Ceramic Tile Per lockset exterior door $700 Service: Zone 1-Entire First Floor Installation by the Tile Council of North America,(current Edition)apply to the Zone 2-Entire Second Floor Walls(2x4) R-21 8.1.3 Pocket door hardware shall be 1750 series with ball bearing hardware and jamb work,except as otherwise noted. Design Status:New(see specification below) Walls(2x6) R-35 kit as manufactured by A&F Wood Products,Inc. Hardware is available at 9.3.2 Contractor to provide ceramic the installation at all areas as indicated on the Ceilings(2x6) R-38 drawings. � y � wall Home Depot. drawin s Tile and out as Furnished b Interior Designer. Tile at floor and ll 15.1.2 Extend existing hearing and into new work. Cut and patch diffuser openings as Ceilings(2x8) R-50 conditions shall be set in troweled latex portland cement mortar.Sub-straight shall required with like materials to complete the work. Ceilings(2x10) R-66 Section 8.2—Windows and Sidelites be as follows: Alternate A 7.2.5 Provide 2"Foamular 250 Rigid Foam insulation as manufactured by Owens 8.2.1 All windows to be Pella wood primed SDL Architect series with'/2"thick Floors: Direct adhere over 1/4"cement backer board 15.1.3 Install new gas and electric fired AC unit as manufactured by Trane,Lenox or insulated glazing(argon filled,Low-E)and full height screens. Include standard no ore equals) per manufacturers directions to Carrier with electronic programmable learning thermostats as manufactured by Corning w/R values as follows: ( q )installed as P S1-855-469-6378 or www.nest.com .Spray finish hardware and screens for casement units. Window locks for double hung achieve a flush floor condition Nest( ) P Y P aint roof Penetrations flat black Under Slab R-10(1 Layer) units shall be finish as selected by owner. Windows shall not have any finger Walls: Direct adhere to V2"cement backer board. (verify with manufacture that painting penetration is acceptable).(Units in attic routes and no sash pulls(withdraw sash pulls from shipment). All exterior casing Shower Area: Direct adhere over 1/2"cement backer board and crawl spaces shall be horizontal units. Attic units shall be suspended from 7.2.6 Provide 3"thick sound attenuation blankets at all partitions surrounding and trim and sills to perfectly match existing;verifyin field. Sizes as noted on the ceiling with a threaded rod and unistrut system.) Include the following: � (no or equals)installed as per manufacturers directions drawings and as per field dimensions. Contact Doug Manreo at Doors Shower Floor: Direct adhere over cementious sloped ed to drain floors below bathrooms and around all water and sanitary pipes. fdt PD & ed baseslo P (sloped ) Humidifier: Humidifier: A rilaire Model 800 Humidifier installed as 240 Windows (862)-223-3647 over rubber membrane over cementious sloped base P 7.2.7 All caulking shall conform to F.S.TT-C-598 Grade 1,color to be selected by FIELD-VERIFY ALL WINDOW ROUGH OPENINGS IN FIELD WITH volt system(units in unconditioned attics shall not have Architect. ARCHITECT BEFORE FINALIZING ORDER WITH WINDOW 9.3.3 General Contractor shall install marble saddles at all door openings where marble humidifier)For technical assistance call 800-334-6100 VENDOR. or tile has been selected,see plans.Style as selected by interior designer. Cleaner: Aprilaire 2000 Series,Model Size as required Air Cleaner with 7.2.8 Seal all thresholds in sealant. Caulk and seal all windows,doors,and joints. MERV 13 Filter(leave two spare MERV 13 air filters on site for 8.2.2 Refer to elevations for transom locations. owners future use). 15.1.4 Performance/Efficiency Requirements: 10 12 14 16 Section 7.3 -Siding 8.2.1 Tags related to windows and sidelights on the architectural drawings are Section 9.4-Painting Heating System must maintain interior temperature of: 7.3.1 Provide siding as indicated on the drawings installed over"Tyvek Housewrap". clear-glass dimensions. 9.4.1 Contractor shall include priming of exterior trim prior to installation,exterior 70 degrees F at 0 degrees F ambient temperature. Including layer of"Tyveke StuccoWrap"above"Tyvek Housewrap"below FOR DOUBLE HUNG UNITS:Add approximately 6"to width and 7"to doors and fascia/soffit boards,with one coat of Benjamin Moore Fresh Start Cooling System must maintain interior temperature of: stucco finish and stone veneers. Closely follow manufactures installation height(plus 2 times glass size)to get unit dimension sizes. acrylic latex(023)and Painting of MasterSeal 583 on basement walls. 75 degrees F at 95 degrees F ambient temperature. requirements. If continuous rigid foam insulation is utilize substitute"Tyvek FOR CASEMENT UNITS:Add approximately 6"to width and 6"to height StuccoWrap"for"Tyvek Housewrap" to get unit dimension sizes 9.4.2 Seal all new full basement walls and garage walls with a water-proofing • Furnace efficiency(Conditioned Basement) 90%AFUE minimum. membrane paint(MasterSeal 583)and seal concrete garage floor with Behr Condensing Unit SEER rating 16 SEER, 13EER minimum. 8.2.2 `NEW' on architectural drawings are new construction windows sized to fit concrete&garage floor paint: 1 art epoxy acrylic. 7.3.2 HardiPlank SMOOTH Fiber Cement Lap Siding{8")EXPOSURE; Follow g g P P P Y r5' manufactures installation guide. Verify color with owner prior to ordering. within existing window rough opening. Provide new interior&exterior casing 15.1.5 Materials:ductwork shall be constructed so as to conform to SMACNA. trim as specified. General Contractor shall field verify size before finalizing order 9.4.3 All other painting is not in contract although contractor is to provide paint ready with window vendor. surfaces. 15.1.6 Run all new ductwork around perimeter of all crawl spaces,basements and attic Section 7.4-Shingle Roofing areas(so as to maximize usable floor area). Verify proposed ductwork 7.4.1 Rip-off Existing&New Sheathing and Asphalt Roof: 8.2.3 `REPLACE'on architectural drawings are replacement windows sized to fit Section 9.5-Wood Flooring locations with Architect prior to fabrication and installation. Rip-off existing roofing complete to rafters at existing residence,install 5/8" within existing window frame. Existing interior&exterior casing shall remain. 9.5.1 Provide material and installation in accordance with referenced manufacturers APA Rated Sheathing 32/ 16,C-D,Group 1,Exposure 1,Gaf weather watch General Contractor shall field verify size before finalizing order with window instructions. In addition please specifically note the following; 15.1.7 All H.V.A.C.duct tape for both rigid and flexible duct work sealing shall be 2 %i" waterproof underlayment(at all rakes,overhangs,ridges,valleys and vendor. -Relative Humidity between 35%-60% wide Nashua 324A conforming to U.L.181A-P(Nashua 800.248.7659)no or penetrations,three foot wide),balance of roof to be Gaf shingle-mate -Acclimate flooring for a minimum of 3 days with both faces exposed to equals. Seal all joints and corners,including prefabricated joints and longitudinal underlayment and Gaf Timberline Ultra HD Lifetime High Definition Shingle 8.2.4 All specialty units,transom units and the like shall be''/z"thick insulated glazing air of the space seams. asphalt roofing on new and old structure.. All valleys to be exposed copper (argon filled,Low-E)unless otherwise noted. valleys with 24"wide 24 gauge minimum copper flashing, shingle separation 9.5.2 All new and existing to remain wood flooring and steps(throughout scope of 15.1.8 In cases where the HVAC unit is located in the attic or the second floor,run all shall be 6"at top of valley and shall increase 1/8"per foot towards eaves to 8.2.5 Shop drawings shall be required for all specialty and all elliptical transom units work,see plans)shall be sanded.Stain to a color as decided by owner from stain control and refrigeration lines inside the exterior wall to the compressor on grade, handle increased water volume(verify with roofing manufacturer)and copper provided by window manufacturer prior to ordering. samples applied directly to the subject floor by the floor finisher and finish as cut and patch wall surfaces as required. flashing as required for penetrations etc.(including chimneys). Slopes applicable specified below for this spec shall be 4:12 and greater. 8.2.6 Provide tempered glass as required by code. 15.1.9 All ductwork branch take-offs are to be complete with balancing dampers. First Coat: Oil Based Stain by Minwax 7.4.2 Asphalt Roof: 8.2.7 Flash all exterior window and door units with copper drip cap. Second Coat:Emulsion St Basic Coatings Inc.(gloss as selected b.o.) 15.1.1OG.C.to furnish and install ductwork as required,to exterior,for kitchen exhaust Install 5/8" APA Rated Sheathing 32/16,C-D,Group 1,Exposure 1,Gaf Third Coat: Emulsion by Basic Coatings Inc.(gloss as selected b.o.) supply and makeup air. weather watch waterproof underlayment(at all rakes,overhangs,ridges,valleys 8.2.8 All windows shall have sills furnished and installed by G.C. No picture framing Fourth Coat: Street Shoe w/XL Catalyst by Basic Coatings Inc.(gloss as and penetrations three foot wide),balance of roof to be Gaf shingle-mate of windows. selected b.o.) 15.1.11 G.C.to furnish and install insulated(min.R-6)ductwork, as required,to exterior, underlayment and Gaf Slateline Lifetime Designer Shingle. All valleys to be for bathroom exhaust fans. exposed copper valleys with 24"wide 24 gauge minimum copper flashing, 8.2.15 Sash Limiters shall be provided at all windows as required by code where 9.5.3 Remove all radiators prior to sanding and finishing. Re-install after work is shingle separation shall be 6"at top of valley and shall increase 1/8"per foot clear opening of window is greater than 72"above finished grade and less completed and cured. 15.1.12A11 ducts in the outside walls and unconditioned areas shall be insulated with 1" towards eaves to handle increased water volume(verify with roofing than 24"above finish floor. thick fiberglass wrap with vapor barrier. manufacturer)and copper flashing as required for penetrations etc.(including DIVISION 10—SPECIALTIES chimneys). Slopes applicable for this spec shall be 4:12 and greater. 8.2.16 Carefullyfollow manufactures instructions for window installation with special EO ARC P 15.1.13New diffuser locations shall be as follows: �R Section 10.1- Fireplace Finishes � TER attention to all flashing requirements. 10.1.1 Allow the sum of$1500.00 per fireplace specified on the drawings for surround First Floor: Diffusers shall be wood,located in floor. &� 1�1 �' k1�1 F0 7.4.3 Asphalt Roof-Low Slope Application: P P P g See wood grill specification. w 9 � Install 5/8" APA Rated Sheathing 32/16,C-D,Group 1,Exposure 1,Gaf and hearth as selected interior designer DIVISION 9-FINISHES Second Floor: Diffusers shall be painted metal'located in walls or ceiling. ti weather watch waterproof underlayment at all rakes,overhangs,ridges,vane ym ( g Ys Section 9.1 -Drywall 10.1.2 Allow the sum of$2000.00 per fireplace specified on the drawings and penetrations three foot wide),balance of roof shall follow manufacturers p p p gs for mantel as Field verifyall diffuser locations with owner and architect before 9.1.1 Install Gold Bond Brand h XP Mold/Moisture Resistant Gypsum Board by selected interior designer ' application instructions for low-slope(2:12 to 4:12)applications.Low Slope. installation.Align diffusers with centerline of light fixture and coordinate" National Gypsum Company(704-365-7300)at walls and ceiling throughout scope g g Roofing as specified in section 7.4.1. All valleys to be exposed copper valleys with architect. f',� U with 24"wide 24 gauge minimum copper flashing, shingle separation shall be 6 of work. Install Wonderboard on all areas to be tiled. Attach all gypsum boards Section 10.3 -Bathroom Accessories �a n27�e�3 at top of valley and shall increase 1/8"per foot towards eaves to handle increased with construction adhesive and drywall screws. Attach all wonder board with 10.3.1 Contractor shall install bathroom accessories as furnished by interior designer. 15.1.14A11 grilles in wood floored spaces shall be flush mount,wood,species to match s�,--0 - water -Q -water volume(verify with roofing manufacturer and copper flashing as required approved fasteners. All basement gypsum board shall be lifted off slab 2"to G.C.to provide blocking as required.( Y g ) PP g q prevent wicking. Seal all wonder board seams,edges and perimeter with Lexel P g flooring material,by Cape Cod Air Grilles,(508)-394-8700. for penetrations etc.(including chimneys). 11 13 15 17 rl rCI ip S a �� A A 0 S ST � 3 - iAi u8 -[ A -[ A VRO A ' S I O ' I 9 S W y I 1-J �,_J L kJ 1__J9 DATE 12/01/2021 PROJECT NO 21078 SHEET 3 OF 11 ROTHMAN 7 7 r- 0 VA �1, 0 �1, 0 - -[ _V, A ,\\\ 80 � L � L � L � L_J "� ?I_ i ) s � ) � L VS L -4 6- - 'i, " 'I LL & -A A " W Y 0 9L L9 _AL requires greater than 12 devices, a low voltage system with a fire alarm panel 3 Ceramic tile:Extend the on floor and full height on walls in tub/shower 15.1.15Verify all fireplace styles and sizes,including but not limited to gas/wood inserts must be installed. Low voltage system to be furnished and installed by owner. area. Furnish and Install(1) 11"x 14"x 3-3/8"Or.depth shower niche as and gas logs with Owner prior to ordering. Submit cut sheets for alarm panel and all devices to building department for manufactured by KBRS,Inc(866-912-3211).Seal at completion of work. approval. 4 Marble: . Extend tile on floor only.Full height on walls in shower area. Section 15.2 -Plumbing Furnish and Install(1) 11"x 14"x 3-3/8"clr.depth shower niche as 15.2.1 General:Provide design/build plumbing system to conform to the National 16.1.171nstall hardwired telephone line on each floor,coordinate location in field with manufactured by KBRS,Inc(866-912-3211).Seal at completion of work. Standard Plumbing Code and applicable requirements of any local codes having owner. jurisdiction. 16.1.18A11 decorative fixture as furnished by interior designer and installed by G.C. 15.2.2 For Kitchen alteration projects:in addition to as indicated on the drawings, (lighting legend items 7 and 8)shall be located after gypsum board has been furnish plumbing as required for dishwasher,garbage disposal,refrigerators, installed,with owner and architect. oven,range,instant hot,pot filler. 16.1.18Master bath shall have radiant under-floor heating system by Sun Touch Inc., 15.2.3 All waste shall be no hub cast iron,vent pipe shall be P.V.C.and vent penetrations www.suntouch.com. Standard Mats(under rile). Provide power as required. through roof shall be copper;all water risers shall be 3/4"copper with'/2"copper Supply and install Digital Programmable Sun Touch FloorStat. Install as per supplies(plastic piping is an approved substitute). If plastic piping is utilized manufacturer recommendations including using cement based thin-set. Review provide manifold in mechanical room with homeruns to all locations and separate manufacturers video prior to installation. Provide and utilize one"Loud Mouth" shutoffs. All gas piping shall be black pipe or trac pipe. All copper piping shall circuit and ground integrity alarm. Utilize as per manufacturer directions and be Type`L'. Size as required. give alarm to Owner at completion of work. 15.2.4 Furnish and provide two new 12"frost-free sill cocks as required. Co-ordinate 16.1.19General Contractor shall furnish and install Pro/Tran 30310A(30 Amp 10 locations in field with Owner and Architect. Circuit)manual transfer switch,power inlet box,and all required accessories as manufactured by Reliance Controls Corporation,800-634-6155 for owner's 15.2.5 General Contractor shall have a certified chimney inspector,inspect all existing to generator with automatic voltage regulation. remain flues for compliance to the building code and provide an additional cost to the owner without markup to modify the flue if work is required. Exterior/Specialty Door Schedule Tag Description 15.2.6 Refer to Detail 8 on sheet A-1 for H.W.H.aquastat&zone valve diagram detail. A 2'-6"x 6'-8"Simpson Metropolitan Series double pane SDL french door and 7/4" 15.2.7 Furnish and Install 75 Gallon Power Direct Vent quick recovery water heater by thick high dam Mahogany saddle(fully tape saddle with blue tape to protect from AO Smith or equal. weathering until painter seals with exterior grade polyurethane).Include storm/screen door as manufactured by Larson Storm Door Company,Full-view DIVISION 16-ELECTRICALIFIRE LIFE SAFETY Premium Series,Classic elegance#349-04,include all hardware and closer(l- Section 16.1 —General 800-352-3360). 16.1.1 General:Provide Designibuild electrical system to comply with the National Electrical Code,Underwriter's Laboratories and all other authorities having B 8'-0"to 10'-0"wide x 7'-0"high wood garage door,style as selected by Owner. jurisdiction including the installation of ground fault outlets,tamper proof outlets Allow$4000 per door for door,''/z HP Liftmaster solid rail,solid chain driven and are fault protection, including the installation of outlets and switches in opener and hardware,including low-headroom hardware if necessary. Co- locations that are not indicated on the documents however are required to ordinate vinyl seal color with Owner. comply with the requirements of the building codes. Door Schedule Notes: 16.1.2 For Kitchen alteration projects:in addition to as indicated on the drawings, All doors(unless otherwise noted)shall be Simpson as supplied by Reeb Millwork furnish electrical as required for dishwasher,microwave oven,hood,garbage Corporation. Contact Steve Gerard(201-376-1814) disposal,refrigerator,oven,range,instant hot,wine cooler. All insulated glazing shall be V2"thick argon filled only:no Low-E glass 18 20 22 16.1.3 Furnish Lighting fixtures as indicated on the"Lighting Legend"(No Refer to elevations for transom locations. Substitutions)and provide appropriate lamps for specified fixtures. All Simpson doors shall be bored to receive traditional hardware manufactured by others 16.1.4 Furnish and install new 100 amp sub panel for new work. (do not utilize Simpson's three point locking system hardware) 16.1.5 Label circuits on circuit breaker panel. Plumbing Fixture Legend and Notes 16.1.6 All RX wiring with plastic boxes. ALL PLUMBING FIXTURES,CABINETS AND BATHROOM COUNTERTOPS ARE FURNISHED BY INTERIOR DESGINER AND INSTALLED BY G.C. 16.1.7 Verify all device locations with owner and architect before wiring. Tag Description 16.1.8 All switches,receptacles,and plates shall match existing. Provide dimmers as indicated,color as selected by interior designer A Toilet—Toto toilet MS854114S and seat(elongated model). B Med cabinet—Furnished by interior designer,installed by GC. 16.1.9 All switches,receptacles,and plates are to be"Decora"series by Lightolier or C Vanity-Stone top with built Kohler K-2214(18"x 12")rectangular equal. Provide dimmers as indicated,color as selected by interior designer. undennount sink on wood cabinet. D Stall shower-the shower floor,ceiling,and walls with chrome-framed 16.1.1 Olnstall new"Decora"devices in existing to remain electrical device and outlet glass enclosure with 6"soffit to match curb below. Allow$600 for locations. mixing valve. E Shower-the shower with built-in one-piece marble seat to match 16.1.11A11 down-light frame in kits in insulated ceiling conditions shall be"insulated countertop,allow$3,500 for Mr.Steam steam unit with MS Butler Steam ceiling"type housings for buried in insulation conditions. Shower control package,3/8"tempered glass frameless enclosure to 6" soffit which minors curb below with clear vinyl seals and 2'-4"door. 16.1.12A11 light fixtures shall have LED bulbs sized as required with color temperature of Allow$2,500 for mixing valves,3 diverter valves,one shower head,one 2700k and Color Rendering Index of 93, these bulbs are manufactured by FEIT deluge head and two body sprays. Electric, www.feit.com. F Master Lays.-Kohler K-2214(18"x 12")rectangular undermount sink on wood cabinet and marble countertop 16.1.13A11 light fixtures furnished by interior designer shall have bulbs furnished by G Full width frameless minor with frameless med.Cabs. Make units the owner same size as the cabinet and top below. H Whirlpool—(32"x 60")allow$2,000 for filler valve and overflow/drain 16.1.14General Contractor shall furnish and install 110V thermal photoelectric smoke assembly. Provide control panel with location as co-ordinated with detectors in each bedroom and at each level(two at corridors greater than 10'-0" Owner. Provide skirt panel if required. Provide 20 amp dedicated long)with battery backup(or as indicated on drawings,whichever is greater). electrical line. Connect units in tandem with each other. Detector units shall be a minimum of 3'-0"away from any bathroom door,HVAC supply grille,and HVAC return FlooringMaterial Legend grille. Units in bedrooms shall be no closer than 4"to any side-wall and no g ,c �Q ARC further than Y-0"away from the bedroom door. If system requires greater than ALL TILE AND GROUT IS FURNISHED BY INTERIOR DESIGNER AND 11:1 � vkkTER A(41 <� 12 devices, a low voltage system with a fire alarm panel must be installed. Low INSTALLED BY G.C. �u soy ` oo voltage system to be furnished and installed by owner. Submit cut sheets for alarm panel and all devices to building department for approval. �., P g P PP Tag Description 16.1.16General Contractor shall furnish and install I IOV smoke/carbon monoxide 1 3/4"thick Select grade,strip oak flooring,red or white to match existing. detectors within 10'or less of each bedroom and one at each level with battery ]a Sand and Refinish existing wood flooring,see section 9.5 of this �j� �� 0 backu or as indicated on drawings,whichever is greater).Connect units in P( g g ) specification for further information tandem with each other Detector units shall be a minimum of 3'-O"away from 2 Ceramic tile:Extend tile on floor only.Seal at completion of work. F any bathroom door,HVAC supply grille,and HVAC return grille.If system 19 21 �r,_1r I - . o o T ® 4 D 9 9 DATE 12/01/2021 PROJECT NO 21078 SHEET 4 OF 11 ROTHMAN NOTCH 2.0E G-P LAM L.V.L.S AND STAGGER @ STEEL PLATE(S) AS REQUIRED FOR STAGGER 0 6" 12" 16" O.C. ROOF RAFTERS (1/3 TOTAL DEPTH 16" O.C. 12" 6" 1 X PINE FASCIA PRIMED MAX. MAX. MAX.) MAX. MAX. BEFORE GUTTER INSTALLATION, PROVIDE NON CONTINUOUS t q BLOCKING AS REQUIRED. 0 0 0 0 0 � 0 SEE NOTES BELOW HEAD HEIGHTMEASURED_ _ _ _ _ _ _ SEE NOTES BELOW FROM FINISHED FLR. TO UNDERSIDE OF FRAME N� o 0 o � o Z FU 1�k 5 SEE NOTES BELOW MIN. BEARING AT 1/2" DIA STEEL NUT, BOLT, & "—' KLESSE FORBES ARCHITECTS WASHER AT EACH SIDE EACH SUPPORT TO WINDOWCONTINUOUS VINYL ZERO-CLEARANCE S-400 BE (2) 2 x 4's ASSEMBLY. HOLE NOT TO STRIP VENT SOFFIT VENT AS MANUFACTURIERED EXCEED DIA. OF BOLT. (TYP.). 38 CHATHAM ROAD BY CORA-VENT 800.837.8368 AND INSTALLED As PER MANUFACTURERS INSTRUCTIONS. /-,) TIYPICAL BEAM BOLTING LAYOUT _ SHORT HILLS, NEW JERSEY 07078 PHONE 973 379-6602 RESSE.COM SCALE: 3/4" = 1'-0" 1 d ALTERNATE OVERHANG DETAIL TIMOTHY P. KLESSE, AIA, ASID GIRDE/ " _ " JOIST SEE NOTE FOR MAX. DIS N NJ 09204 NY 027863 SCALE: 3/4" 1 -0 RIDGE. SEE PLAN FOR DETAILS. 0 0 0 11 e o e ROBERT W. FORBES, AIA, LEED AP W HEIGHT MEASURED SIDING TO PERFECTLY MATCH EXISTING, e o e � o e e - - - - -HEAD_ _ _ _ _ _ __ _ _ _ NJ 21AI01962600 TYVEK, 1/2" C-D PLYWOOD SHEATHING 1 I m MAX. VERTICAL OFFSET � FROM FINISHED FLR. TO UNDERSIDE OF FRAME 2 x 6's 0 16" O.C., R-19 BATT NOTCH RAFTER AS REQUIRED (DO z 1/2" GYP. BD. INTERIOR. NOT OVERCUT) FOR SIMPSON NEW 2 x RAFTERS. SEE PLAN N �, ALTERATIONS TO RESIDENCE OF: FACE MOUNT JOIST HANGER FOR DETAILS. (2) 3/8" THK. x 1/2" LESS THAN GIRDER DEPTH x 1'-6" LONG (ONE ON N (2) BORATE TREATED 2 x 6 SILL SIZED AS REQUIRED. EACH SIDE AND CENTERED IN ALL DIRECTIONS) STEEL PLATES W/ (6) 3/8" X PLATES OVER SILL SEALER W Mr & Mrs. Rothman 1-1/2" RIGID FOAM, 2 X DIA. BOLT, WASHER, & NUT ASSEMBLIES (A307) 1 3/8" FROM EACH SIDE ON = 2's @ 16" O.C. FURRING _\ I6" CMU ALL CORNERS AND AS INDICATED. THIS ASSEMBLY OCCURS AT EVERY JOIST 1180 Cedarfields Drive STRIPS. AND GIRDER CUT THROUGH WITH ANY PIPE GREATER THAN 2" BUT UP TO 3" COLLAR TIES FASTENED WITH (4) IN DIA. WITH HOLE DIAMETER EQUAL TO 1/2" PLUS PIPE DIAMETER CENTERED DOOR Greenport, NY 11944 10d COMMONS AT EACH END. SIMPSON HURRICANE ANCHOR MODEL # IN EACH STEEL PLATE. ANY BEAM LESS THAN 11 7/8- IN DEPTH AND ANY - 8" CMU H2.5 (DIRECTION AS REQUIRED) AT EVERY HOLE LARGER THAN SPECIFIED MUST BE SPECIFICALLY ENGINEERED. /L G IT RAFTER / WALL INTERSECTION. TYPICAL M I C RO LLAM LVL & PARALLAM PSL EXTEND ICE AND WATER SHIELD 3 PENETRATION GUSSET DETAIL 4 VERTICAL SECTION FOR TYPICAL HOLD DIMENSIONS FROM ROOF TO MIDWAY OF " " NOTE: THIS DETAIL APPLIES TO ENTIRE SCOPE OF PROJECT. ALL HOLES AS SCALE: N.T.S. FASCIA BOARD BEHIND GUTTER. SCALE: 3/4 = 1 -0 SPECIFIED ABOVE SHALL RECEIVE GUSSETING AS INDICATED ABOVE. ALL TOP COURSE WITH CONCRETE AND BLOCKS WITH NEW .032 ALUMINUM GUTTER ANCHORS. 1/2" DIA X 36" PAB (PRE-ASSEMBLED ANCHOR COLOR AS SELECTED B.O. 1/3 1/3 1/3 (2) 2" x 4" P.T. BOLT) BY SIMPSON STRONG TIE, PROVIDE A MIN. OF 2 SILL PLATE ANCHOR BOLTS PER SECTION OF SILL PLATE AND PLACED SOFFIT, FASCIA, OVERHANG, AND MAX 2" DIA 3/8" CLEAR SPACE qy 12" FROM END OF EACH SECTION Of PLATE; INTERMEDIATE 3 8" PLYWOOD SUBFLOOR i TRIM TO PERFECTLY MATCH EXISTING / BOLTS PLACED A MAX. OF 4'-0" O.C. - SUBFLOOR AND FINISH FLOOR SEE PLANS FOR DETAILS LVL GIRDER FLUSH ALL TOP COURSE WITH CONCRETE AND BLOCKS WITH g" W OR SYSTEM ANCHORS. 1/2" DIA X 18" ANCHOR BOLTS EMBEDDED MATCH EXISTING SEE PLAN FOR SIZE 15" DEEP INTO CMU, PROVIDE A MIN. OF 2 ANCHOR o- 2X DIA. OF LARGER HOLE BOLTS PER SECTION OF SILL PLATE AND PLACED 12" SIDING AS SPECIFIED, TYVEK, 1/2- C-D PLYWOOD M SHEATHING, 2 x 6's 0 16" O.C., R-21 BATT & TECO HANGER SIZED AS FROM END OF EACH SECTION OF PLATE; INTERMEDIATE 1/2" GYP. BD. INTERIOR. (TYP.) BOLTS PLACED A MAX. OF 6'-0" D.C. MICROLLAM LVL & PARALLAM PSL BEAMS 2 x 's as REQUIRED REFER TO BEAM MANUFACTURERS LITERATURE FOR FURTHER INFORMATION. /1$1 Z_: CONTACT ENGINEER FOR HOLES EXCEEDING 2" DIA 1/2" GYP. BOARD CEILING TERNATE SILL DETAIL PROVIDE CONTINUOUS SOLID 1/3 1/3 1/3 BLOCKING UNDER ALL LOADED OiSCIALE: POST CONDITIONS AS INDICATED 3/4" = 1'-O" ON ALL FLOOR PLANS. FLUSH — (2) BORATE TREATED 2 x 6 SILL PLATES OVER SILL SEALER 3/8" CLEAR SPACE SEE DETAIL 1 ON SHEET A-1 1 2 X D1 D1 3/8" PLYWOOD SUBFLOOR FOR TYPICAL SIDING AND FILL TOP COURSE WITH CONCRETE AND BLOCKS WITH INSULATION INFORMATION ANCHORS. 1/2" DIA. ANCHOR BOLTS EMBEDDED 15" PLANS FOR AND FINISH FLOOR SEE DEEP INTO CMU, PROVIDE A MIN. OF 2 ANCHOR I—JOISTS PLANS FOR DETAILS LVL GIRDER FLUSH (1) BORATE TREATED 2 x 6 SILL BOLTS PER SECTION OF SILL PLATE AND PLACED 12" REFER TO JOISTS MANUFACTURERS LITERATURE FOR FURTHER INFORMATION. 6" WITH FLOOR SYSTEM PLATE (RIPPED AS REQ.) OVER (1) FROM END OF EACH SECTION OF PLATE; SEE PLAN FOR SIZE 2 x 6 SILL PL4TE OVER SILL 8'75" HOLO *00 INTERMEDIATE BOLTS PLACED A MAX. OF 6'-0" O.C. 6" 6" SEALER GRADE cIR MAX DIA 1/3 DEPTH OF JOIST CLR LEGEND OF CONSTRUCTION GRADE SOLID GROUT BLOCK VOIDS AT VERTICAL 3 TECO HANGER SIZED AS REINFORCING STEEL, TIE BARS IN PLACE REQUIRED �a KEY MESH OR DUROWALL REINFORCING IN PRIOR TO PLACING CONCRETE ' 2 x s 's EXIST. PARTITION TO REMAIN /• z ALTERNATE BLOCK COURSES. BOND WAILS 1 2" CEMENT PARGING, TERRA DRAIN PREFABRICATED / / EXIST. PARTITION TO BE REMOVED TOGETHER AT INTERSECTIONS. FILL VOIDS IN = 1/2" GYP. BOARD CEILING DRAIN SYSTEM FILTER FABRIC (800-438-0027) m TOP UNITS WITH CONCRETE. FILI_ CORE _ NEW PARTITION OVER TUFF-N-DRI H8 WATERPROOFING MEMBRANE. BLOCKING AS REQUIRED . SOLID AND ADD REBARS AS INDICATED IN WATERPROOFING MEMBRANE APPLIED 60 MILS (WET) "' Z� NEW 2 x 6 PARTITION "STEEL REINFORCING SCHEDULE" BELOW AS TO ALLOW FOR FINAL DRYING THICKNESS OF 40 Z CONVENTIONAL FRAMING N 7777=/ NEW 42" HIGH PARTITION ALONG ENTIRE WALL MILS. FOLLOW MANUFACTURERS SPECIFICATIONS AND o 8" CMU IN FLOOR CAVITY INSTALLATION REQUIREMENTS. RECESSED MEMMOM NEW INTERIOR BEARING PARTITION ALTERNATE DIRECTION OF HORIZONTAL CROSS HATCH REPRESENTS AREA WHERE PENETRATION MAY OCCUR �� BRICK / STONE LEG, SEE REINFORCING SCHEDULE 1'-0" WIDE CMU, UNLESS OTHERWISE NOTED, ON (1) 2 x 4 P.T. SILL PLATE BELOW FOR SIZE AND SPACING, TIE CONTINUOUS ICON x 2'-6" 3500 PSI CONCRETE GENERAL N JOIST PENETRATION LOCATION DETAIL DETAIL APPLIES TO UNIFORM LOADS ONLY, TYPICAL CAL P-LAM GIRDER DETAIL I® 4 x 6 POST BLOCMG AS SOLID BARS IN PLACE PRIOR TO PLACING FOOTING W/3 CONT. I4's & #4's ® 16" O.C. W/ t SEE DETAIL 1 ON SHEET A-1 FOR CONCRETE SLOPED TOP AT EXTERIOR SIDE. W 5 CONSULT ARCHITECT AND STRUCTURAL 6 REQUIRED ❑ POST ABOVE W NOT TO SCALE ENGINEER FOR ALL OTHER CONDITIONS. SCALE: 1" = 1'-0" TYPICAL BLOCK WALL INFORMATION 3 4 CONTINUOUS GAP W TERRA DRAIN � ARCHED OPENING 4" CONC. SLAB W/ 66 x 8B WWM., 6 " / " / MIL VAPOR BARRIER, 2" UNDERSLAB RIGID FILTER FABRIC " GV A���C BRACE VE\T��4T.Gh ANG VAPOR BARRIER REQUIREMENTS TO PREVENT CONDENSATION INSULATION, OVER 4 COMPACTED (3) 1" DIA. HOLES AT EACH BOTTOM BLOCK BEDROOM 1 ROOM NAME TERNATE SILL DETAIL GRAVEL & COMPACTED FILL (IN THIS TO DRAIN CORE. a 3RAV ePACEVENT1_A.TION "ECDMMEWAT10Ne: Ow of tR, ,,,Q1,1j,.,,�. (2) 1-1/2" SCHEDULE 40 PVC PIPE W/ - - Gaarl spam undx tl.Mhng,where the myth Is Wmp am un A•the ne.W tM er..rl.Iw.s 1.."m,�. CHECK VALVE AS REQUIRED BY CODE OX FLOOR/PLUMBING (SEE SPEC.) oisc, „ " ORDER) v were".. e.Meh e e oI eeMll.t on At im"1a"upery ,. '.t•,"ALE: 3/4 - 1'-0" PROVIDE 2 X 4 KEY IN FOOTING FOR LATERAL "w m��.w a"�a «••�"l" � me roan"t"m ae rl rn.�r teal�"..ee mw ne calalated by to. 11..e t��t v ICE GUARD ANTI-FREEZING SUMP o RESISTANCE. FILL KEYWAY & BOTTOM COURSE oPE °g°sqY g'_O" CEILING/WALL HEIGHT SOLID W/ NEGATIVE PITCH TOWARDS DRAIN HOLES = oTy — PUMP DISCHARGE UNE SYSTEM AS ETti°�T" �o of T, E"ra °." _= a o =E E.w "EA es°E" _ MANUFACTURED BY BASEMENT 2-3" CEILING/WALL HEIGHT ® POINT AS INDICATED. ? .w� a,'aK• ,�y: , z z a. � SYSTEMS 800-638-7048. °yE-s E.°.• U"°��°..E°.TTI BEAM CONFIGURATIONS: °� - - .d .d0 EVT su�A.ar✓ E"NICE _ s°�AnoN E_ GRADE FLUSH RECESSED SEMI-RECESSED DROPPED d LO .POR e..rz ER W .—BAR.E __ a � ! 5. ° w z �jr1 ��I CLEARANCE a IF LAJ ° w °w T* m AR w a.aE.E"T �E" p=°�,1 ""a`"E"r �� CH/� All structure as indicated on plans is for floor above SEA 3/4" CONTINUOUS GAP W/ TERRA Ery�. � 4" PERFORATED SCHEDULE 40 PVC ® ALL SIDS SET " aCL r DRAIN FILTER FABRIC I o,`,+ -t RFs This document: and the ideas and designs incorporated herein, °A.E Roo WITH°"°�°°.lE°ATT,O o."°t"°o"w,T.o°�""Iq° yE"Ta C� �� •.,S✓ sF as an instrument of professional service, is the property of INGRAVEL W CONTINUOUS FILTER FABRIC WRAP. =oR., E E"Ta"°T.Eo,,.E AREA la aw.« .Eg I.E° D CRETE-sT.�K E E T• °.,°£ t " / -- - - 3 1 DIA. HOLES AT EACH BOTTOM 2-6 U.O.N. WHERE GRADE PERMITS, EXIT TO STREET OR DRYWEl1 O Klesse Associates P.A. and is not to be used in whole or in part DETAIL APPLIES TO FIBERGLASS BATT INSULATION ONLY BLOCK TO DRAIN CORE INCLUDING BACKFLOW PREVENTION AS REQUIRED. ALL ' s a;. without the written authorization of Klesse Associates P.A. ��"'`'` OTHER CASES SHALL TERMINATE INTO SUMP PUMP WITH HANCOR 19 GALLON SUMP WELL & LOCKABLE �' UNDISTURBED EARTH. 4" SOLID SCHEDULE 40 PVC PIPING THROUGH VENTILATION & VAPOR BARRIER REQUIREMENTS COVER WITH 1/2 H.P. ZOELLER FLOW-MATE �,--c z- FOUNDATION WALL. SCALE: N.T.S. MODEL #M137. ALSO BATTERY BACK-UP ` r� �d NO. REVISION DATE V PUMP MODEL #BSP25 BY BLUE ANGLE PUMPS Q227 t, AND WATER POWERED BACK-UP PUMP BY T� FURTHEST FIXTURE FROM HOT WATER HEATER LIBERTY MODEL SJ10. PROVIDE ELECTRICAL ^ REFER THIS SHEET DRAWING TITLE STEEL REINFORC"IIIN0.SCHrD. HOT COLD OUTLET(S) AND DOMESTIC WATER UNE FOR EXTERIOR WALL NOTES. SECTION Z y f 1 CONNECTION AS REQUIRED. 4" PERFORATED SCHEDULE 40 PVC 0 DETAILS N RETAIN.HGT. STL.ItEQ'D N • ENTIRE PERIMETER SET IN GRAVEL AND IF THIS LINE MEASURES 3" " TERMINATING AT SUMP PUMP. DRAWING IS AT FULL SCALE FOR 12 BI.K. W }o o COLD SUPPLY IF THIS LINE MEASURES 1-1/2" DRAWING IS AT 1/2 SCALE d LESS THAN 6-0" NONE ,., I= o t DATE: 'a5'-0"TO 7-0" F4 AT 40" a ° 12/01/2009 F — — — — T-0"TO 8'--0" #4 AT 32" c — — 8'-0"TO 9'-0" #4 AT 24" =' A (4) #5 KEBABS U.O.N. " > HOT WATER HEATER a -- 'd a - - SCALE: ON PLANS 4-0 TO 10'-0' #5 AT 16 J 4" PERFORATED SCHEDULE 40 PVC ® ALL 6" 16" 6" OR #6 AT 24" > HONEYWELL TRADELINE ____ a = 4. SIDS SET IN GRAVEL W/ CONTINUOUS FILTER AS NOTED STAGGER BLOCK OR 47 AT 32" ``' #L6006C-1018 AQUASTAT FABRIC WRAP. WHERE GRADE PERMITS, EXIT DRAWN BY: COURSES AS INDICATED 1011 TO I I I-0" #6 AT 16" CONTROLLER SET AT 85' TO STREET OR DRYWELL AS REQUIRED. All PILASTER NOTES OR #S AT 24" ONEYWELL MOTORIZED OTHER CASES SHALL TERMINATE INTO SUMP A.F. ZONE VALVE PUMP WITH 4" SOLID SCHEDULE 40 PVC -SPACING BETWEEN 16"06" PILASTERS 15'-0" O.C. MAX CHECKED BY: N IV8043-E-1012 UNDISTURBED EARTH PIPING THROUGH FOUNDATION WALL -ALL PILASTERS TO BE FILLED SOLID WITH CONCRETE. W TK -IF A PILASTER DOES NOT FALL DIRECTLY UNDER A GIRDER, THE a HOSE BIB PILASTER IS TO BE CONTINUOUS TO TOP OF FOUNDATION WALL. DRAWING NUMBER WALL DETAIL-UNLESS 0THERWISE NOTED -IF PLAN INDICATES NO PILASTER UNDER GIRDER, ALL BLOCK SOLID H.W.H. AQ UASTAT & ZONE VALVE DIAGRAM FR EN C H RAIN DETAIL & SUMP PIT DETAIL A— SCALE: 1SCALE: 3/4" = 1'-0° UNDER GIRDER. N.T.S. &SCALE: 3/4" = V-0" 1 PROJECT NO 2 1 0/ 8 SHEET 5 OF 1 1 ROTHMAN FILL C.M.U. SOLID WITH CONCRETE q2-1 " 1/4' FURRING STRIPS ATTACHED DIRECTLY TO EACH STUD TO ALLOW SPACE TO RUN REBAR SET IN EPDXY GROUT PER OAK HANDRAIL AS MANUFACTURED BY RUBBER MEMBRANE MFR. RECOMMENDATIONS. (TYP) NCROWN HERITAGE, INC. #6100INSTALL NEW WONDERBOARD TO ALL AREAS(800-745-5931) TO BE TILED. (SEE SPEC FOR FURTHERREBAR INFORMATION) ANDRAIL_ DETAIL MISC. NON CONTINUOUS 2X BLOCKING RUBBER MEMBRANE NOT TO HAVE ANY ci OLNOI TO SCALE FASTENING PENETRATIONS PIERCING THROUGH 4" 4" b FIRST 12" ABOVE FINISHED FLOOR. FASTEN AT TOP OF BLOCKING _ INSTALL NEW RUBBER MEMBRANE TIGHT TO 1'-0" 1'-0" KLESSE FORBES ARCHITECTS 4" OAK NEWEL AS CORNERS (INSTALL AS PER MANUFACTURERS (1) #4 REBAR MIN 38 CHATHAM ROAD MANUFACTURED BY CROWN INSTALLATION REQUIREMENTS) SHORT HILLS, NEW JERSEY 07078 HERITAGE (1-800-745-5931), #409ISF. NEW TILE FLOOR TO BE INSTALLED OVER 1 �i PHONE (973) 379-6602 1/4 MUDBED W/ RUBBER MEMBRANE OVER T — SLOPED CEMENT SUBFLOOR KLESSE.COM TIMOTHY P. KLESSE, AIA, ASID SEE PLAN SEE PLAN MINIMUM MINIMUM NJ 09204 NY 027$63 1/8" PER 1'-0" /8" PER i'-0" T _ x (3} #4 REBAR 6" t 24" TO LAP " coNTlNuous ROBERT W. FORBES, AIA, LEED AP .d .4 . o ?< 3 CLR. TYPVZ112 INC— <- #4 REBAR NJ 21AI01962600 NOTRANSVERSE 0 16" FUP� OL O.C. 1-1/4" PRIMED BALUSTER AS ALTERATIONS TO RESIDENCE OF: MANUFACTURED BY CROWN —— HERITAGE (1-800-745-5931), #5060. T_= Mr & Mrs. Rothman 71'-0" 4'-o" Max 1180 Cedarfields Drive NEW FLOOR DRAIN W/ FLUSH GENERAL NOTES: 2X Greenport, NY 11944 GRATE TOP (SEE PLAN FOR MORE -STEP FOOTING WHERE GRADE REQUIRES INFO) -STEP FOOTING AS REQUIRED TO ALIGN NEW FOOTINGS WITH EXISTING FOOTINGS FLOOR STRUCTURE (SEE PLAN FOR MORE INFO.) INSTALL BLOCKING AROUND PERIMETER AS REQ. TO DS DRAIN. BALUSTER DETAIL (DINO'T WEL DETAIL 4 SHOWER PAN DETAIL APPY RUBBER MEMBRANEW FOR NEGATIVE HTOOPITCHED SUBFLOOR CMU WALL - PIN DETAIL STEP FOOTING DETAIL2 PRIOR TO MUDBED AND FINISHED FLOOR. FNOT TO SCALE TO SCALE SCALE: 1 1/2" = 1'-0" 5 SCALE: 3/4" = 1'-0" � SCALE: 1/2" = 1'-0" EXTENT OF HEADER (TWO BRACED WALL SEGMENTS) 42„ 27„ TOP PLATE CONTINUITY IS $ EXTENT OF HEADER (ONE BRACED WA SEGMENT) REQUIRED PER R602.3.2 HEADER PER PLAN 2' TO 18' (FINISHED WI ) BRACED WALL SEGMENT PER R602.10.5 SHEATHING FILLER IF FASTEN SHEATHING TO HEADER WITH _=3�� _ _ �= 8d COMMON NAILS IN 3" GRID -� _-= - _� x3' NEEDED COPPER FLASHING == _=== ==- MO° AZEK DRIP CAP SIDING TO PERFECTLY MATCH EXISTING OVER PATTERN AS SHOWN AND 3' O.C. IN _—_ I I I I I I I I I i I I I I 1 I I 1 1 I 1 I I I I I I 1 I 1 I I I I I 1 P NO,QTM� II I-----------------------------------------------J I I I I ' 1 �.------------- –____----_–__1----_--_ __–_L____–______- `� ! I I i I I i KLESSE FORBES ARCHITECTS 1 DEC 2�___ JUNE 21 38 CHATHAM ROAD _ SHORT HILLS, NEW JERSEY 07078 31'-0° 1PHONE (973) 379-6602 KLESSE.COM I 1 TIMOTHY P. KLESSE, AIA, ASID 2" BLUESTONE TREAD OVER 4" SLAB W/ 66 x 88 1 WWM., 4" COMPACTED GRAVEL WITH 4" BRICK 2" THICK BLUESTONE SET IN QUARRY DUST OVER 4" i NJ 09204 NY 027863 VENEER CMUOVER D12'"OCMU'sAON 1-O " DEEP xCTED B.O. 0N 8" in COMPACTED SAND & 4"2'6" i POLYPROPYLENE GROUND COVER (CTED WEDGRAVEL (EEDBLOCK). PITCH WIDE CONTINUOUS 3500 PSI CONIC. FOOTING W/ 3 1 GRADE 1/4" PER 1'-0" AWAY FROM STRUCTURE. I ROBERT W. FORBES, AIA, LEER AP CONT. #4's & #4's @ 16" O.C. NJ 21AI01962600 1 I 12" CMU's OVER 1'-0" DEEP x 2'-6" WIDE CONTINUOUS 3500 PSI CONCRETE 1 I FOOTING W/ 3 CONTINUOUS #4's & 1 H n 1 #4's 0 16' O.C. ALTERATIONS TO RESIDENCE OF: 1 I I CENTER ON DOOR I Mr & Mrs. Rothman (ABOVE) I w 1 i 3._0" 1 1180 Cedarfields Drive Greenport, NY 11944 I 1 ir L---—————————— ———— 4" CONC. SLAB W/ 66 x 88 WWM., 6 MIL 1 LINE OF PATIO (ABOVE} — _ _---__ I VAPOR BARRIER, 2" UNDERSLAB RIGID LIGHTING LEGEND INSULATION, OVER 4" COMPACTED GRAVEL & ' I ' r—___—=___------------------- --------_—1 i I COMPACTED FILL --------'---------------- - I ' 01 4" LIGHTOLIER LYTECASTER LEO L4R DOWNLIGHT (WET) I III 11 1 650 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE B I iii iii I B 02 5" LIGHTOLIER LYTECASTER LED L5R DOWNLIGHT (WET) 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE 1 I iIi 13 s&'6�.c, '13 3 4" LIGHTOLIER LYTECASTER LED L4RADJ DOWNLIGHT1 DOUBLE EVERY OTHER 1 1 BILCO SCAPEWEL MODEL #4048-42 (2 TIER), FLR.JOISTS ABOVE i 650 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE 1 COORDINATE WINDOW HEAD HEIGHT AS 1 I ---- I 11 , I ' 4 5" LIGHTOLIER LYTECASTER LED L5RADJ DOWNLIGHT REQUIRED FOR MAXIMUM 44' SILL HEIGHT. I I I I I I I I G.C. TO TIE ROCK ALL INTO FOOTING DRAIN 8" MIN RB IHT. i i i i I 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE 1 IF AVAILABLE. VERIFY DIMENSIONS TO GRADE I i i i iIi I ,_ 1 1 I I 1 �5 4" LIGHTOLIER LYTECASTER LED L4S DOWNLIGHT (WET) 1 AS REQUIRED BY MANUFACTURER PRIOR TO s I , ; I�Q'sg is"o•c•�I , 1 I 650 LUMENS , 90 CRI , 3000K OPEN DOWNLIGHT, WHITE ORDERING AND INSTALLATION. G.C. TO N I i DOUBLE i iIi I 1 W �-JOISTS ABOVE ' I 6 5" LIGHTOLIER LYTECASTER LED LEIS DOWNLIGHT (WET) FOLLOW MANUFACTURERS INSTALLATION n C) o N UNDER KrrcHEN ISLAND AB* 1 INSTRUCTIONS. ? -.,U w �, z I I 1 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE Cj_ iii I 7 WALL FIXTURE (FURNISHED B.O.) 8" MIN CURB HT I �' ' KITCHEN ISUND (ABOVE)I i i I r1l 8 DECORATIVE FIXTURE (FURNISHED B.O.) COMPLETELY DEMOLISH EXISTING STOOP AND I ,I �___________� 1 , 1 ' STEPS INCLUDING FOOTING AND FOUNDATION ; BASEMENT 11 9NUTONE QTXEN110S (FAN) WORK READY FOR NEW FOUNDATION AS 11 SHOWN. � � �� •'-13 . 1 i � ; � r���A------------- —� 10 CALCULITE LED 3' EVOLUTION 8Y UGHTOLIER LIGHT ENGINE: C3LO85AO127K9NF TRIM:C3LAWHW HANCOR 19 GALLON SUMP WELL & LOCKABLE _�T ________ fl 6'-10 _ iIi I L� = I � PROVIDE ALTERNATE TO REMOVE EXISTING HOT = 12 JUNG PRO—LED UPL30—WH (CLOSET LIGHT) COVER WITH 1/2 H.P. ZOELLER FLOW—MATE I T —i I iii I JL 16' WATER BASEBOARD HEAT. INSTALL NEW HVAC MODEL M137. ALSO BATTERY BACK—UP I r -- sp�1 I I i I # I BEVERY OTHER SYSTEM' �13 PULL CHAIN FIXTURE -Tt-- �DOUt£ I 1 PUMP MODEL #BSP25 BY BLUE ANGLE PUMPS t9'-11° ce � JOISTS ABOVE I i ' I • /� { i I 1 " ALL 3 CMU CELLS SOLID UNDER POINT X14 LITHONIA LIGHTING, UCLD SERIES, LED CABINET LIGHT AND WATER POWERED BACK—UP PUMP BY i 'I I I `` I 1 15 LOW—VOLTAGE MAXIMUM SIZE O FI TUNDER INDICATED COPPERMOON CMINET 83012" 18' 24 LIBERTY MODEL SJ10. PROVIDE ELECTRICAL iii ! j I = �/ \`:63 ' I i I LOAD ABOVE (TYP.) p { ------ ------ II 1 OUTLETS AND DOMESTIC WATER LINE I— ----- —'s---'---------------•- I ANTIQUE BRASS FINISH (800-727-5483) I CONNECTION AS REQUIRED. �L r-----' i 1 ------ N�----------- —JO 16 LOW—VOLTAGE LIGHT COPPERMOON CM.865 I ————————————————————————— I 1 � Q. 4 CLEAR � E. WASTE LINE (ABOVE) ANTIQUE BRASS FINISH (800-727-5483) ———————— I — I I New nI D w I X17 4' LED STRIP LIGHT II I I I UNIT 8 � 8j " Q I t8 MOTION-SENSI GSECURITY LIIZW HEATH ENITH GHT 6" CONIC. SLAB W/ 66 x 88 WWM., 6 MIL I I VAPOR BARRIER, 4" COMPACTED GRAVEL & LEGEND OF CONSTRUCTION COMPACTED FILL. SLOPE SLAB DOWN 1/8" I I W I PER FOOT TOWARDS GARAGE AUTOMOBILE I o M EXISTING DOOR(S). H T WATE 1 I ( � BOILER I I i ®INA. I EXIST. PARTITION TO REMAIN ———REQ. 3'-0'CLEAR I � - EXIST. PARTITION TO BE REMOVED NEW PARTITION I i o I NEW 2 x 6 PARTITION I I N z I NEW 42" HIGH PARTITION o I I w E. LALLY COLUMN "—' 5 I NEW INTERIOR BEARING PARTITION I j I SLAB ON GRADE (ABOVE (TYP.) — E. W8 X 13 STEEL GIRDER DROPPED (ABOVE) I BRICK / STONE + ---a----, _;0- - ® 4 x 4 POSTPROVIDE SOLID --------_� 4 X 6 POST BLOCICINO AS I _________i Z I ® REQUIRED I z i ❑ POST ABOVE I I li--------- BASEMENT I � 1 ARCHED OPENING W C_.) I >o' M 1 I I m Q o l---- I BEDROOM 1 ROOM NAME a O FLOOR/PLUMBING (SEE SPEC.) Lj o �' z I I CIE W z e5z I g'_0" CEILING/WALL HEIGHT 1 I I TYPICAL Co -' I I o¢ w I W N 4 Z 1 I I X I I 5 N w o � 2'-3' EILING/WALL HEIGHT ® POINT I I A_2 WCn N ¢ a i BEAM CONFIGURATIONS: L————————— _ !QUP 12R W o FLUSH RECESSED SEMI—RECESSED DROPPED E. STUD WALL FRAMING ``' I CLEARANCE 15.00' REQUIRED SIDE YARD SETBACK �xisnNc f� :1 All structure as indicated on plans Is for floor above o —————,_——————;`— SUMP E. STUD WALL FRAMING `~ This document: and the ideas and designs incorporated herein, I �,¢E ARC/_/// as an instrument of professional service, is the property of \X.� �R k�Fs ��� Klesse Associates P.A. and is not to be used in whole or in part `s✓� s� without the written authorization of Klesse Associates PA. o Ay,1,41 'S_ NO. REVISION DATE 1 '� \`j r DRAWING TITLE o2 Q C F �E''� FOUNDATION / BASEMENT PLAN I 1 IF THIS LINE MEASURES 3" DRAWING IS AT FULL SCALE I 1 IF THIS LINE MEASURES 1-1/2" DRAWING IS AT 1/2 SCALE DATE: NOTE: 12/01/2021 1 w i ALL INDICATED STRUCTURAL SCALE:4 GRAPHIC SCALE ABOVE Z MEMBERS ON THE DOCUMENTS J DRAWN BY: } I � 1 C) AS DESIGN BY: RM / AF FOUNDATION BASEMENT PLANMichael Sgaramelia PE CHECKED BY: TK N J P E #37554 DRAWING NUMBER SGARA@optonline.net A- 3 PHONE: 973-377-3033 PROJECT N021078 SHEET / OF 11 ROTHMAN e M I N F I 1 I I 1 1 � NO H' CO FU 1 I i NOY KLESSE FORBES ARCHITECTS DEC 21 38 CHATHAM ROAD 1 I JUNE 21 _ SHORT HILLS, NEW JERSEY 07078 PHONE (973) 379-6602 1 I KLESSE.COM 1 I FUTURE POOL TIMOTHY P. KLESSE, AIA, ASID I NJ 09204 NY 027863 10.00' 10'-0° '-0 ROBERT W. FORBES, AIA, LEED AP I { FUTURE PATIO J i NJ 21AI01962600 ' 2" THICK BLUESTONE SET IN QUARRY DUST OVER 4" ' ALTERATIONS TO RESIDENCE OF: 1 COMPACTED SAND & 4' COMPACTED GRAVEL OVER ' o I POLYPROPYLENE GROUND COVER (WEED BLOCK). PITCH o I Mr & Mrs. Rothman GRADE 1/4' PER 1'-0" AWAY FROM STRUCTURE. , Q , d I 1180 Cedarfields Drive 31'-0" Greenport, NY 11944 LIGHTING LEGEND - I I 1 01 4" LIGHTOUER LYTECASTER LED L4R DOWNUGHT (WET) PATIO /� I 650 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE 0 I l �2 5" LIGHTOUER LYTECASTER LED L5R DOWNLIGHT (WET) 1 1 G.C. TO VERIFY KITCHEN WINDOW SIZE F-±7640 I (5 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE AND LOCATION IN PLAN AND ELEVATION WITH , 3 4" LIGHTOUER LYTECASTER LED L4RADJ DOWNLIGHT 1 KITCHEN VENDOR AND NOTIFY OWNER FOR ' 650 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE ORDERING ( 64 5" LIGHTOLIER LYTECASTER LED L5RADJ DOWNLIGHT I I 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE ADD HEAT TO KITCHEN IF ALTERNATE A IS NOT 13 ELECTED 4" LIGHTOLIER LYTECASTER LED L4S DOWNLIGHT (WET) I15'-I 0" I 650 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE 7'-10 SIDING AS SPECIFIED, TYVEK, 1/2" C-D ; 113 650 5" LIGHTOUER LYTECASTER LED L5S DOWNLIGHT (WET) 40 UT a-� PLYWOOD SHEATHING, 2 x 6's ® 16" 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE U W DO O.C., R-21 BATT & 1/2" GYP. BO. I 07 WALL FIXTURE (FURNISHED B.O.) 1 3/4" x 9 1/2"101. HEADER.(AB ) cFl INTERIOR. (TYP.) 1 7' , 7 , 8 DECORATIVE FIXTURE FURNISHED B.O. •. I .BAR...••'' ( ) DN 2 09 NUTONE QTXEN110S (FAN) ,SGA 10 CALCULITE LED 3" EVOW11ON BY UGHTOLIER .... ' LIGHT ENGINE: C3LO85AO127K9NF TRIM:C3LAWHW I `6' •'•L_ IL J� D.W. L—N ' i 24" -, 12 JUNO PRO-LED UPL30-WH (CLOSET LIGHT) ' B •••I.. 1 I � ' � B ' 013 PULL CHAIN FIXTURE N 20 � `-2 .....i• �0 li _ ' C�14 ITHMNI SIZE LIGHTING,f( UCLD UNDER INDICATED LED CABINET BIN IaLI24HTT MAXX15 LOW-VOLTAGE LIGHT COPPERMOON CM.830 7 ANTIQUE RASS 3'-6" i ' 4-40' ' ' 3'-6 :�� ( X16 LOW-VOLTAGE LIGHTFINISH COPERMOON CM.865 • ANTIQUE BRASS FINISH (800-727-5483) KITCHEN ' X17 4' LED STRIP LIGHT FUR EXISTING WALL AS REQUIRED TO ALIGN WITH NEW 18 HEATH ZENITH 240-DEGREE OUTDOOR 2X6 WALL i , 2 , ilia i�' O i MOTION-SENSING SECURITY LIGHT I i i i'• (9'-6- o f IIi� it THESE LIGHTS SHALL BE SWITCHED BY AN I I I 1 ' i'lN : I ' LEGEND OF CONSTRUCTION I AUTOMATIC PHOTO CELL SENSOR WITH ,N I i i 1 80 r` i IL.=====J SELF-DIMMING CAPABILITIES DURING NORMAL USE I ; L+-------- +� I ! • , I AND ACTIVITY. LIGHT DURING MOTION SENSOR I i 2000LLM'nil I 2(� o I EXIST. PARTITION TO REMAIN I I r- --------- UTILIZE NARROW WALL BRACING DETAIL 8/A-2 �.,¢�, EXIST. PARTITION TO BE REMOVED + 4 cy (TYP. OF REAR & FRONT) -- ------- '_' ' - 1 I 911 i i `D i Cr 10" VENT FOR FURNACE I NEW PARTITION I-, I VERIFY MIN. (2) NEW 2 x 6 PARTITION { CO-ORDINATE RECEPTACLE AND ALL _�� 1 LINE OF FIIOORING CHANGE , ASSOCIATED WIRING HEIGHTS IN FIELD I r 2X10 E. HEADER '�� NEW 42" HIGH PARTITION HERE REPL/5�' IWITH OWNER. OWNER TO FURNISH 8'-0" x 7 " HIGH RAGE DOOR O i "'0'' i O S=2' NEW INTERIOR BEARING PARTITION AND INSTALL FLAT-PANEL T.V. AND (2) 1 3/4" x 9 1 " LV.L ER (ABOVE) 8'-°" 2 I 2 -z -0" REPLACE I WALLMOUNTED BRACKET. 7 (2) 1 !3/4 x il6" V. GIRD FLUSH (ABOVE) H=6'-10" 3_0„ (2) 1 3/4" x 9 1/6' L.V.L. HEADER (ABOVE) BRICK / STONE HEAT & GLO GAS FIREPLACE MODEL TRUE-36 WITH - - -� - - E3 a ® 4 x 4 POST PROVIDE SOLID BLOCKING AS OPTIONAL FIRESCREEN FRONT (COLOR AS SELECTED \ l IN OOM w r N —� I I ® 4 x 6 POST REQUIRED BY OWNER, BLACK/GRAPHITE/OR NEW BRONZE) g'_O" I �' o v I o W i ❑ POST ABOVE INTELLIFIRE IGNITION SYSTEM & TOTAL SWITCH ' I �� -- .. I '' I 2 --v '«' / I ' ' S �� ARCHED OPENING I MODEL WSK-MLT. PROVIDE ELECTRIC HOOK-UP AS 3 I -- 3�-�60-T BLE--- \` �, I BATH 2, BEDROOM 1 ROOM NAME REQUIRED. IF FIREPLACE IS SPECIFIED IN I i 42 -' I 5 ! ; V)=� BEDROOM, G.C. TO VERIFY FIREPLACE IS BEDROOM i i °° �' !' I - (HEAD BEDROOM 3 i --- - - _ I �r V O OX FLOOR/PLUMBING (SEE SPEC.) RATED. i _ r _ _' i 8 I 1 I Q1 s N WU Cr II 13: �- 1'Ad 14 7 i• 0 z NEW CEILING/ WALL WALL HEIGHT I (1) LAYER OF GOLD BOND BRAND 5/8" XP i i 2 ; "!! :'Sd ` '� 10i'r'\�° 8 o P.C. COMPRESSCR FIRE-SHIELD 'C' GYP. BD. ON ALL WOOD FRAMED , I Q 'Sd3 '%r , �Y 4'10"' -' B I 2'-3" EILING/WALL HEIGHT ® POINT WALLS AND 2 LAYERS ON CLG. AND ALL STRUCTURAL d, I :I •• .• ----- 4 " �a Sw I m o ��,0 Lj , ---------� " x o W I BEAM CONFIGURATIONS: ' MEMBERS. (SEE DIVISION 9 OF SPECIFICATION FOR --------- -----. Sd3 Sd GYPSUM BOARD SPEC) FLUSH S DDI F iy, W �_ FLUSH RECESSED SEMI-RECESSED DROPPED o W o i' 1 HALL �� S.D./C.O.• ' Q Q Q " s S.D. cLEnxarrcE Co W W/ MF?. (4) 3/4" x 7.-1/4 LV.L. W �1l N ti>a w (2}..3/4 ;x 7 STL.FLITCH FLUSH — _ DN 12R I All structure as indicated on plana is for floorYbove N O = � Sd ' �p ARC This document: and the ideas and designs incorporated herein, o I �,,� h" as an instrument of professional service, is the property of ®I S GARAGE m LIKING ROM \�� ±TER{��� �`� Klesse Associates P.A. and is not to be used in whole or in part C9 �`� ss �' without the written outhorization of Klesse Associates P.A. 1 �� t—_ :� ?_ .... • S.D.:- �oLLJ f � i � � �` 8 GUEST BEDROOM �4 - - W . I o Uj J II o 1 �':-m.- ' NO. REVISION DATE IRE 13 a I E. OAK FLOOR � ggz A DRAWING TIT[E 7 W o ; s W ° 1 �T FIRST FLOOR PLAN PROVIDE SILLCOCK WITH 1/4° PER �� - I 8 -- m I `�CR__w$ O F NE FOOT MIN. NEGATIVE PITCH & APOLLO i i "° ��c N�' { •••' I x g W= ; i - DIRECTION OF VALVE SHUT OFF IN BASEMENT (TYP.). a I " >` i E. OAK FLOOR w IF THIS LINE MEASURES 3 DRAWING IS AT FULL SCALE mO i °1 �'= E. ASSUMED I o UP 13 IF THIS LINE MEASURES 1-1/2" DRAIIING IS AT 1/2 SCALE v "' W HEADE (ABOVE) v��-, w DATE: 1 = 2' VERIFY`IN, FIEW 2 FOYER °-1 12/01/2021 15.00' - 0...... ,\ d ®I " E. BASEBOARD HEAT 1 NOTE: REQUIRED SIDE YARD SETBACK Q 7 MODIFY �;�: 8-0 - 14.90' °- SCALE: 2 1,3/4' x 9 112 ,L.V.L. HEADER ABOVE E. BASEBOARD HEAT S-2'-5" EXISTING SIDE YARD SETBACK ALL I N D I CATED STRUCTURAL U CTU RAL 1/4" = 1'-0" ( ) „ (ABOVE) 24.90' 8-0 x 7-0 HIGH GARAGE DOOR DN 1 R REMOVE EXISTING H=6'-10” 1 SEE GRAPHIC SCALE ABOVE EXISTING SIDE YARD SETBACK S=2'-5" S=2'-5" I OVERED ORTIC I I NEW AIL AND INSTALL REPLACE MEMBERS ON THE DOCUMENTS w I NEW RAIL AND OAK BOX I DRAWN BY: z l H=6'-10" H=6'-10" i I $his" 1 I coin-TIES ABOVE I STRINGER AS INDICATED. i ALTMIE A i RM / AF AS DESIGN BY: REPLACE REPLACE i 08 i SEE DETAILS 1, 2 AND 3 REMOVE AND DISPOSE OF BASEBOARD. PLUG I 8'-5" I I ON A-2 FOR HANDRAIL CHECKED BY: dt N 2R i pETAILS ALL HOLES WITH FRAMING AND LIKE I Michael S a ra m e I l a PE TK ck� I A , I MATERIALS FLUSH AND LEVEL AS REQUIRED I a , 1 -- ----- ---- __ 3 2X10 GIRDER DROPPED ( ) TO COMPLETE THE WORK. CO-ORDINATE I ' N J P E #37554 ' (ABOVE) (TYP. OF 3) I WITH ALL NEW FINISH MATERIALS. (IF HVAC i ' DRAWING NUMBER PLAN 11 I ALTERNATE IS SELECTED) (TYPICAL OF S C A R A@o p t o nli n e.n et I FIRST FLOOR _2 8" HB&C PERMA CAST SQUARE COLUMN ENTIRE RESIDENCE) S I A- 4LENGTH AS REQ. WITH ATTIC BASE AND TUSCAN TOP 800.264.4424 �___________________ PHONE: 973-377-3033 PROJECT NO 210 7 8 SHEET S OF 11 I I ROTHMAN N r P NO tij �S DEC z,--- KLESSE FORBES ARCHITECTS JUNE 21 _ 38 CHATHAM ROAD SHORT HILLS, NEW JERSEY 07078 PHONE (973) 379-6602 KLESSE.COM A A TIMOTHY P. KLESSE, AIA, ASID NJ 09204 NY 027863 ROBERT W. FORBES, AIA, LEED AP ------- ----------------------- NJ 21AI01962600 I I VELUX SKYLIGHT MODEL #FCM 3046 W/ MODEL #FCM 4646 FLASHING KIT (INSTAL_ AS PER ALTERATIONS TO RESIDENCE OF: MANUFACTURERS SPEC./WWW.VELUXUSA.COM) - -�) SLOPE (HOLD ON ORDERING UNTIL FRAMING IS COMPLETE B i m s4tfL0.C.� i p AND VERIFY SIZE W/ OWNER) p p Mr & Mrs. Rothman RAFTERS ABOVE L� D D 1180 Cedarfields Drive I � Greenport, NY 11944 w ; I I I I I ; (2) 2 X 10 _ MU • I J I LIGHTING LEGEND I � I Co O SLOPE = x x i 1 4" LIGHTOUER LYTECASTER LED L4R DOWNLIGHT (WET) e Q t6°o•c� I `V I C"' 650 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE RAFTERS ABOVE SIDING AS SPECIFIED, TYVEK, 1/2" C-D 02 5" LIGHTOLER LYTECASTER LED L5R DOWNLIGHT (WET) "' PLYWOOD SHEATHING, 2 x 6s ® 16 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE I --+- O.C., R-21 BATT & 1/2 GYP. 80. (tj 1 (2) 2 X 10 I 3 4" LIGHTOLER LYTECASTER LED L4RADJ DOWNLIGHT I x I INTERIOR. (TYP.) 650 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE M I SLOPE �4 5" UGHTOUER LYTECASTER LED L5RADJ DOWNLIGHT DORMERS SHALL BE MADE UP OF 2x8 CEILING JOISTS & v sgts'0.c-N, I 114'-5" RAFTERS, 2x10 HEADERS, RIDGES AND VALLEYS. DOUBLE 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE 1 RAFTERS ABOVE I TRIMMER RAFTERS UN ER ALL WALL LOADS-SEE PLAN FOR 135 4" LGHTOLIER LYTECASTER LED L4S DOWNLIGHT (WET) RAFTER SIZING. DOUBLE HEADERS AT ALL LOCATIONS WHERE VELUX SKYLIGHT MODEL #FCM 3046 W/ MODEL 1 ' DORMER RIDGE DOES NOT MEET MAIN THROUGH RIDGE-SEE #FCM 4646 FLASHING KIT (INSTAL_ AS PER 650 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE EQUAL ( EQUAL ' EQUAL o EQUAL PLAN FOR REQUIRED HEADER DEPTH (TYP). MANUFACTURERS SPEC./WWW.VELUXUSA.COM) - 06 5" LIGHTOLER LYTECASTER LED L5S DOWNLIGHT (WET) I (3)Jh 3224 I (3)dh 3224 (HOLD ON ORDERING UNTIL FRAMING IS COMPLETE 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE MODIFY FC�RGRESS i MODIFY FOR EGRESS AND VERIFY SIZE W OWNER (2) 1 3/4" x 9 1/2 I.N.L.NHEADER (ABOVE) i (2) 1 3/4" x 9 1/2 L.V.L. HEADER (ABOVE) 1�-0 / ) 7 WALL FIXTURE (FURNISHED B.O.) �8 DECORATIVE FIXTURE (FURNISHED 8 - --- ---------- ----1-- - --, - - --=- ---r ---- - —-- ---- - - -------------- --- --------- ' -------------------------- -- ---------- ( ) 1 0 �- I I ' ! ! I a 9 NUTONE QTXEN110S (FAN) E. BASEB A D HEAT � � I I 1 I I I i I �/'11", , I �� 1'.�g' HEAD 1 5 1 I I I I 10° 4 7-1" ! �I MASTER BATH; ! M �,. 1 1 _2) 2 X 8 ! j (2) 2 X 8 I I 10 CALCULITE LED 3" EVOLUTION BY UGHTOLIER II sKvucllr u ; ! i N :�.• - 'Aeo'vEll.� 8 2-g O =i I I sxruc�r aeovE I ! I I I I I LIGHT ENGINE: C3LO85AO127K9NF TRIM:C3LAWHW �UH 8 ii ___60..1�AN1TY_. a 2'-10 i i 1 } I 1 II I II ! ! � 4-'• o II II I I I i ! W ! i I 12 JUNG PRO-LED UPL30-WH (CLOSET LIGHT) i `D Q �' F G ! I I^ 10 VENT FOR FURNACE -- I ! X13 PUL CHAIN FIXTURE n n I j '7 �I w — _ O SEAT 1 !I I > i i �m Hi A80VE I I ' �' i t ! — m 1 X14 LITHONIA LIGHTING, UCLD SERIES, LED CABINET LIGHT �Sf I I I I (2) 2 X 8 I I I rr I i (2) 2 X 8 I v I i MAXIMUM SIZE TO FIT UNDER INDICATED CABINET(12', 18", 24') o ! i d I I I I I v o I� I ! ! - O I I I I w ! I o�W 'I w ;o W I 1 15 LOW-VOLTAGE LIGHT COPPERMOON CM.830 -) i ! I - TWIN BUNK 8ED II— 5'-0" w .o ! 40 • cn o — x ---- r-- FLUSH SADDLES i MATTRESS-3'-3' x 6'-3" ;'_ ¢ I ODI a ; w ole ¢ ' ANTIQUE BRASS FINISH (800-727-5483} I I� , �` , I N ! +--- r--- I w m O N O oo ao `n „ of I i C3 -------- ---------- -------L'--- ---f HALL FRAME-4'-2' x T- ' n io 1 a x N; -' ml� s 0 I J i s - "' ! ? 16 LOW-VOLTAGE LIGHT COPPERMOON CM.865 S.D./C.O. < ole 0-727-548 ) ..0• m �`" I--j `n „ N ,,,, NIS ! " N ! N I J i ANTIQUE BRASS FINISH (80 3 8 vwi 'w i" m I I �/ ! w vi i ��� Iv i I i X17 4' LED STRIP LIGHT `o 1 IQ I 8'-7" 1 CD ^ I I I 18 HEATH ZENITH 240-DEGREE OUTDOOR " " Sd } r ^ 1 ! "" ! -I` X i i MOTION-SENSING SECURITY LIGHT (2) 1 3/4 x 11 7/8 L.V.L. x �� _,Sd t�-� •' i ,= I�' o ; i X i I x z DN 13R f C) I I" ole I I m RIDGE BEAM (ABOVE) o^ I �STE��BEQRQQM 1 ¢ -------- - +- ' I \ rz ' 1 a.____________1— w N_ `�:��� ;; `-- i I I M i I I LEGEND OF CONSTRUCTION Sdof �n J N N +ncc �I� r • S.D. . BEDROOM #2 EXIST. PARTITION TO REMAIN E. CARPET N -1 M o i i (2) 1 311" x 9 1/4" L.V.L. R ER (ABOVE)— ! i i —_—__ '- EXIST. PARTITION TO BE REMOVED 4'-6" N ¢J 8'-7" "z. E. ASSUMED RIDGE (ABOVE) NEW PARTITION U-1 I rn o i E. ASSUMED STRUCTURAL RIDGE (ABOVE) x I NEW 2 x 6 PARTITION a I i� W i i '��G NEW 42" HIGH PARTITION SHELF & ROD SHELF"& ROD - --- -----------$---------------------- I M J ___------__ I 1 NEW INTERIOR BEARING PARTITION N 1 Sd. .,Sd Sd w o x N I ; w I BRICK / STONE - --t------------ ---'----_--=-- ------------ o N of i W.I.C. o W.I.C. Z N-' ' i i ® 4 x 4 POST PROVIDE SOLID BLOCKING AS C> i n a `�' m ,;, i _j i w i ® 4 x 6 POST REQUIRED ,1i i ..... •• O w UP T i w i ❑ POST ABOVE I /� I I I L+I I O N N =i 8 �� 0 i i i ARCHED OPENING E. BASEBOARD HEAT MODIFY DESK MODIFY BEDROOM 1 ROOM NAME BASEBOARD HEA E. BASEBOA N S=1'-0" i O FLOOR/PLUMBING (SEE SPEC.) H=4'-O" L----------------------------------------------------------- S ----------------- - 5'-0' S=1'-0° S=1'-O" S=1 -O" REPLACE 8'-0" CEILING ALL HEIGHT H=4'-0" H- 0" REPLACE " REPLACE REP CE 2'-3" EILING/WALL HEIGHT ® POINT REPLACE A SLOPE I SLOPE ax o Vie' O.C. awe Is oc.. BEAM CONFIGURATIONS: RAFTERS ABOVE RAPIERS ABOVE FLUSH RECESSED SEMI-RECESSED DROPPED A4�LT�' (1)2 x 10 RIDGE (ABOVE) CLEARANCE All structure as Indicated on plans is for flooYbdv. This document: and the ideas and designs incorporated herein, nRC as an instrument of professional service, is the property of FD N,��, Klesse Associates P.A. and is not to be used in whole or in part without the written authorization of Klesse Associates P.A. NO. REVISION DATE DRAWING SECOND FLOOR PLAN / ROOF PLAN SECOND FLOOR PLAN ROOF PLANT IF THIS LINE MEASURES 3" DRAWMG IS AT FULL SCALE IF THIS LINE MEASURES 1-1/2" DRAWING IS AT 1/2 SCALE DATE: NOTE: 12/01/2021 ALL INDICATED STRUCTURAL SCALE: 1 4" = 1'-0" SEE GRAPHIC SCALE ABOVE MEMBERS ON THE DOCUMENTS DRAWN BY: AS DESIGN BY: RM / AF CHECKED BY: Michael Sgaramella PE TK N J P E #37554 DRAWMG NUMBER SGARA@optonline.net A- 5 PHONE: 973-377-3033 PROJECT 14021018 SHEET 9 OF 11 ROTHMAN REMOVE EXISTING ROOF AND SHEATHING DOWN TO E. RAFTERS READY FOR NEW ASPHALT SHINGLE ROOF AS SPECIFIED AND SHEATHING. SEE SPEC FOR FURTHER INR). TYP. OF .Y ENTIRE RESIDENCE U.O.N. EXISTING ASPHALT12_ \ . \ KLESSE FORBES ARCHITECTS REMOVE E. SIDING READY FOR NEW ROOF (TYP) EXISTING ASPHALT i i i EXISTING I I 1 ,- I �---� 38 CHATHAM ROAD TYVEK UNDER 8" HARDI-PLANK. I ROOF (TYP) ._--- (TYP. OF ENTIRE EXISTING ;;------- SHORT HILLS, NEW JERSEY 07078 RESIDENCE SEE SPEC. ILI B0 E, a PHONE (973) 379-6602 • I I j: !' KLESSE.COM TIMOTHY P. KLESSE AIA ASID 5/4 X 6 AZEK CORNER BOARDS I I I 'i__________ -- ® � , \. I I ,` !'f NJ 09204 NY 027863 (TYP. OF ENTIRE RESIDENCE) LO CL HE. I 1 1 I REPLACE REPLACE REPLACE ASPHALT SHINGLE ROOFING AS — -.-- E. E. E. E. E. E. E. i i i� 12 MATCH ROBERT W. FORBES, AIA, LEED AP SPECIFIED __ EXISTING NJ 21AI01962600 2ND FLR. , \ T7 —f— 77 – – – – – – – A-2 Tt6 - - ALTERATIONS TO RESIDENCE OF: I I HARDI-PLANK SIDING i i i I j t Mr & Mrs. Rothman AS SPECIFIED 1180 Cedarfields Drive I I I I = = I i I o 0 1 Greenport, NY 11944 [I Fj I=I I I 1 00 00 , I I I I ; I o Irill E REPLACE E. E. I REPLACE E• i i E. LREPLACE E co EXISTING WOOD i i i i EXISTING WOOD� CEMENT PARGING I / I E. I I ( ) b I I i I TO PERFECTLY CLAPBOARD (TYP) i i CLAPBOARD TYP MATCH EXISTING — — _ 1ST FLR. 1ST FLR. - GARAGE SLAB I. : N. -77 — — — — — ~ — — — — — I I I I 1 I I I nRMF— I I I C 2444\ I I I I r_j L-1 i I i E RE S r-L------------------------------J o 1 I I I •o ' a, ' 1 L----------------------� I I I I 1 I I ^ -------------------------------- L- --------------- - --------------------------------------- - II I I L_T--------------------------------------------------------------------------- 1 1 I I I 1 I i I I I I I I I i I 1 I I I I I i BASEMENT SLAB _ _ _ _ _ _ _ _ BASEMENT SLAB _ _ _ _ I 1 rJ � � -------------------------------- ---------------------------- L I I I I 1 I L-----------------------------------------------------------------L------------------------------------------------ L------------------------------------------------------------ -___-----_----__-_---_ __------_--_-______J FRONT ELEVATION LEFT SIDE ELEVATION GENERAL ELEVATION NOTES: SEE FRONT ELEVATION FOR TYPICAL MATERIAL NOTES ALIGN ALIGN I , EXISTING ALT ROOF (TYP) � LEGEND OF CONSTRUCTION \/ ALIGN ALI N EXIST. PARTITION TO REMAIN � � '' ` I I - - EXIST PARTITIO TO BE REMOVE - - --- -----—-------------------- ' '' ----------- --- ----- ---- -------- _ NEW PARTITION NEW 2 x 6 PARTITION IU NEW 42" HIGH PARTITION g� / 3 dh-3224 i i i " I ' i I NEW INTERIOR HEARING PARTITION FOR EGR 1 i l i MODI EGRESS j 1 i \ 1 ' I o o i I `Tl\ RICK / STONE N. N. N. ---------- N. N. N. ' I I _--__ - I I I I , 4 x 4 POST _-==—===- 1 === =-=-== - =—- i ASPHALT SHINGLES AS SPECIFIED OVER t UNDERLAYMENT (SEE GENERAL NOTES), 5/8" C—D PLYWOOD SHEATHING, AND RAFTERS (SEE PLANS FOR SIZE AND DIRECTION). 0 LINE OF E, ROOF TO BE DEMOLISHED KLESSE FORBES ARCHITECTS READY FOR NEW ROOF AS INDICATED 38 CHATHAM ROAD SHORT HILLS, NEW JERSEY 07078 1'-5" PHONE (973) 379-6602 KI.ESSE.COM TIMOTHY P. KLESSE AIA ASID i MASTER BEDROOM 11 i NJ 09204 NY 027863 CUSTOM STRUCTURAL BRACKET MANUFACTURED BY PRO WOOD ROBERT W. FORBES, AIA, LEED AP `C i ^I i i MARKET (1-800-915-5110) �, , NJ 21AI01962600 2ND FLR. i ! ALTERATIONS TO RESIDENCE OF: BRACKET DETAIL Mr & Mrs. Rothman N (D- sCE- 1180" t' Cedarfields Drive I w Greenport, NY 11944 KITCHEN ALIGN i ! co U s FLUSH o 0 G , m ALIG� , CEDAR BRACKET. SEE F.F. FUUSH DETAIL i/— FOR THIS INFO GRADE GRADE BUILDING SECTION ' A— A' LEGEND OF CONSTRUCTION EXIST. PARTITION TO REMAIN ------1----_ 2 x 10's 0 16" O.C. COLLAR TIES BOLTED TO RAFTERS W/ EXIST. PARTITION TO BE REMOVED ----------- (2) MIN. EACH SIDE 3/8" DIA BOLT, WASHER NUT ASSY., NEW PARTITION WITH INSULATION BAFFLES & R-21 BATT FROM EAVES UNTIL 7771771717 NEW 2 x 8 PARTITION CLEAR OF COLLAR TIES WITH R-30 BATT INSULATION OVER HABITABLE SPACES, 1/2" GYP. BD. CLG. 772�7 NEW 42" HIGH PARTITION NEW INTERIOR BEARING PARTITION FINISH FLOOR OVER 3/4' THK. T&G METE=7 BRICK / STONE C—D PLYWOOD SUB—FLOOR GLUED ® 4 x 4 POST PROVIDE SOLID AND SCREWED, OVER JOISTS (SEE BLOCKING AS PLAN FOR SIZE & DIRECTION) & 1/2" ® 4 x 6 POST REQUIRED GYP BD. CLG. o ❑ POST ABOVE ARCHED OPENING BEDROOM 1 ROOM NAME SIDING AS SPECIFIED, TYVEK, 1/2" C—D / OX FLOOR/PLUMBING (SEE SPEC.) PLYWOOD SHEATHING, 2 x 6's 0 16" KITCHEN O.C., R-21 BATT & 1/2" GYP. BO. CEILING/WALL HEIGHT INTERIOR. (TYP.) N 2'-3" �EILING/WALL HEIGHT ® POINT 4" CONC. SLAB W/ 66 x 88 WWM., 6 MIL BEAM CONFIGURATIONS: 12" CMU's OVER 1'-0" DEEP x 2'-6" 16i VAPOR BARRIER, 2" UNDERSLAB RIGID FLUSH RECESSED SEMI—RECESSED DROPPED WIDE CONTINUOUS 3500 PSI CONCRETE N N' INSULATION, OVER 4" COMPACTED GRAVEL & FOOTING W/ 3 CONTINUOUS #4's & COMPACTED FILL. cr•FaunrlcE #4's 0 16" O.C. ij� �v rRAnF GRADE All structure as indicated on plans is for floorabove This document: and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Klesse Associates P.A. and is not to be used in whole or in part without the written authorization of Klesse Associates P.A. NO. REVISION DATE DRAWING TITLE : WMIA BUILDING SECTIONS IF THIS LINE MEASURES 3" DRAWING IS AT FULL SCALE IF THIS LINE MEASURES 1-1/2" DRAWING IS AT 1/2 SCALE DATE: 12/01/2021 SC/ALE: ) B — B ) > SEE"GRAPHIC" SCALE ABOVE BUILDING SECTION B — B `�Fo SRC `� pETER DRAWN BY: RM / AF CHECKED BY: v y t TK DRAWING NUMBER 027a y OFNE�� A- 7 PROJECT NO 21078 SHEET 11 OF 11 ROTHMAN