Loading...
HomeMy WebLinkAbout50266-Z x rr `d° TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50266 Date: 1/29/2024 Permission is hereby granted to: NancyFeldman,.. ..... __ ......... _mv... .................._.. ..... ....................................... 19 E 88thSmm _t Apt 15A y New York, NY 10128 To: Construct additions and alterations to an existing single-family dwelling to include conversion of existing screened porch, addition of new screened porch, deck additions, HVAC system and outdoor shower as applied for. At premises located at: 55 S View Dr, Orient SCTM....#....4.7.38.8.9...................._ __..........._..................................................... ..... Sec/Block/Lot# 13.-3-12.1 Pursuant to application dated 12/27/2023 and approved by the Building Inspector. To expire on 7./3.0/202.5.. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $644.00 CO-ALTERATION TO DWELLING $100.00 Total: $744.00 Building Inspector a TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 C Telephone(631) 765-1802 Fax (631) 765-9502 littDs,://'www.southoldto,wntiv.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only y g p M to r° ,„ PERMIT NO.�V a�(+' Building Inspector:�. � D�L ,12 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant Is not the owner,an Owner's Authorization form(Page 2)shall be completed. s Date:12.21.23 OWNER(S)OF PROPERTY: Name:Nancy Feldman =CTM#1000-13-03-12.1 Project Address:55 South View Drive, Orient NY Phone#: (�.. g�-j .- `'�►SS EmaiI-nsfnyc@gmail.com Mailing Address: e-A aT Bb-WA ST. A-(-%r (5"a N N 10 CONTACT PERSON: Name:Joan Chambers Mailing Address:PO Box 49 Southold NY 11971 Phone#:631-294-4241 EmailJoanchambersl O@gmaii.com DESIGN PROFESSIONAL INFORMATION: i' Name:Peter Marren A I A Mailing Address: TO 1B0V' '5 32 C 9—t ENT' N y I (15-7 Phone#:917-992-5369 Email:pm@marrenandnewman.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: ------------ DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure IAddition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes WNo Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:residential Intended use of property:same Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R'40 this property? ❑Yes No IF YES, PROVIDE A COPY. tl w'i i€,C o. a'(i n d,ri., The owrier1cont,ractot/des4pi professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordnance of the Town of Southold.Suffolk,county,New York and other applicable taws,ordinances or Regulations,for the constriction of buildings, d additions,alterations or for removal or demolition as described.The applicant agrees to comply with a6 applicable laws,ordinances,bwl ing code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant fm.%CCM ZWA5 of the New York State Penal . Application Submitted By(print n me'); oan Chambers @Authorized Agent ❑Owner Signature of Applicant: Date: CONNIE D. BUNCH Notary Public,State of New York STATE OF NEW YORK) No, 01 BU6185050 Qualified in Suffolk County SS: ConinliSSlon Expires April 14. 2_ COUNTY OF Joan Chambers being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this av C 2Lb- 7/k f d of � � � Notary Public u O^ „„j u, W, d m q WW C q r �i (Where the applicant is not the owner) I Nancy Feldman residing at do hereby authorize Joan Chambers to apply on , my behalf to the Town of Southold Building Department for approval as described herein. Owne is Signature ate CV Felelman- Print wner's Name 2 , ,w a ., rrninl �J »rom��'0l7 �v 1, w„ �o '" ff� 3�,� e 0 Generated by REScheck- eb Software Compliance Certificate Project Feldman Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: 2023-12-21TO5:00:00.000Z Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 55 SOUTH VIEW John Condon Orient, NY 11957 Condon Engineering, PC 1755 Sigsbee Road Mattituck, NY 11952 16312981986 condon77173@optonline.net Compliance: 2.7%Better Than Code Maximum UA: 223 Your UA: 217 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. aUab...()irn grade aaabe 1iraaiu:Mmaaff: are no nraaaq a u a.aauu.roahirmard in the UA or1!)eirfoirrnaWXCoiinpfllaincem un I�'�.�.�a 6ua�cfl�w Each ^�aa�a aau .. a a.n.ka�:�u"�ilba y iI n the specified n:kn�naate mane ir1rILISt umaman»mW:the irnini ma�nn.umun mmunergy code iins uh al!Jon d� manulu.am.�and depth rP�.m�a.anmam.rne nts, fin" e - e -m lid's Ceiling: Cathedral Ceiling 1,101 33.0 2.0 0.029 0.026 32 29 Wall: Wood Frame, 16" o.c. 447 21.0 2.0 0.050 0.060 10 12 Window: Wood Frame 250 0.350 0.320 87 80 SHGC: 0.40 Wall 2: Wood Frame, 16" o.c. 145 21.0 2.0 0.050 0.060 6 7 Window: Wood Frame 20 0.350 0.320 7 7 SHGC: 0.40 Wall 3:Wood Frame, 16" o.c. 200 21.0 2.0 0.050 0.060 4 4 Window: Wood Frame 128 0.350 0.320 45 41 SHGC: 0.40 Floor: All-Wood Joist/Truss 916 33.0 2.0 0.028 0.047 26 43 Project Title: Feldman Residence Report date: 12/21/23 Data filename: Page 1 of10 n REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? omments/Assumptions & Re .ID ri - ±C- .w .... ......... 103.2 docume tion 103.1, drawings andComplies ® i n demonstrate ❑Does Not [PR111 energy code compliance for the ❑Not Observable (9) ;building envelope.Thermal ❑Not Applicable envelope represented on !construction documents. �- 103.1, `Construction drawings and Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems []Not Observable ,t ;Systems serving multiple Not Applicable dwelling units must demonstrate „ ecompliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: f Heating: a❑Complies 403.7 sized per ACCA Manual 5 based Btu/hr Btu/hr '❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooping: a❑Not Observable a Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Feldman Residence Report date: 12/21/23 Data filename: Page 3 of 10 --------------- Section Plans Verified Field Verified Inspection Complies? Comments/Assumptions 402.1,1, Glazing U-factor(a p � U- U- ;E :]Complies JFraming/ Rough-inValue Value & RegID _ g (area-weighted Complies ;'See the Envelope Assemblies 402.3.1, average). ;❑Does Not ;table for values. 402.3.3, ❑Not Observable 402.5 [FR2]1 ' Not Applicable 303.1.3 ;U-factors of fenestration products [:]Complies [FR4]1 are determined in accordance ❑Does Not ;with the NFRC test procedure or ;' ❑Not Observable 'taken from the default table. a ❑Not Applicable _, 402.4.1.1 Air barrier and thermal barrier ❑Complies I ;, ❑ , [FR23]1 installed per manufacturer's Does Not ;instructions. ' ❑❑No �, �� � t Observable Not Applicable 402.4.3 Fenestration that is not site built ;' Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440; ❑Not Observable or has infiltration rates per NFRC 1400 that do not exceed code []Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures , ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate <2.0 cfm ;❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.3.1 Supply and return ducts in attics „ El Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where < 3 inches. Supply and , ❑Not Observable 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. ❑Com lies 403.3.2 Ducts, air handlers and filter P [FR13]1 ;boxes are sealed with ❑Does Not ,joints/seams compliant with I ❑Not Observable International Mechanical Code or ;International Residential ❑Not Applicable Code, as applicable. 403.3.5 Building cavities are not used as „ Complies [FR15]3 ducts or plenums. „ .,, ❑Does Not ❑Not Observable IDNot Applicable HVAC [FO 17]z above 105 °Eon chilled fluids R p p g conveying R- ❑Complies �14 ❑Does Not below 55 °F are insulated to >_R- ❑Not Observable 3. ❑Not Applicable [ _ Protection of insulation on HVAC '❑Complies 403.4 1 FR241kpiping. —]Does Not r ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 zR-3. ;❑Does Not i� []Not Observable 777 ❑Not Applicable 403.6 Automatic or gravity dampers are" ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable Not Applicable 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Feldman Residence Report date: 12/21/23 Data filename: Page 5 of10 Insulation Inspection Plans Verlfled Field Verified Crrnpd,) a" section "+alu Valaue Re 77 ll tomments/Assumptions ._. . 303.E 'All installed insulation lation is labeled ❑Complies (1N1 )2or the installed R-values ❑Does Not provided. []Not observable :❑Not Applicable 402. Floor insulation R-value. ❑R - �� 402.1 1 R- See the Envelope Assemblies ❑Complies 402.2.6 Wood ❑ Wood ;❑Does Not table for values. [IN1]1 Q❑ Steel ❑ Steel :❑Not Observable ❑Not Applicable 303.2, QFloor insulation installed per r 'ii%or i rrirr //� ''❑Complies ; 402.2.8 manufacturer's instructions and 'r❑Does Not [IN2]1 in substantial contact with the /rl /ri ����� ��❑Not Observable 1, ;underside of the subfloor,or floor 1 ,r °�i %i% °'` 'rr /%i', 1'� ' /i� ❑Not Applicable 'framing cavity Insulation is In contact with the top side of ;sheathing, or continuous 7 % insulation is installed on the underside of floor framing and extends from the bottom to the "top of all perimeter floor framing members. ------------------ 1402.1.1, Wall insulation R-value. If this is a R- R- "❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood o❑ Wood °❑Does Not table for values. 402.2.6 :wall insulation on the wall n❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). ❑ Steel E] Steel ❑Not Applicable 303.2 Wall insulation is installed per - ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) Z, Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Feldman Residence Report date: 12/21/23 Data filename: Page 7 of10 w Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions 403.6.1 All mechanical ventilations stem ' '",' " ' °i '%❑Complies Y i i i/ i�iii ji %//��%�i i ❑Does Not [FI25] fans not part of tested and listed i% , �/� //�; ,/� i/% ��,� HVAC equipment meet efficacy ,% and air flow limits Per Table � '���� ����% ,% ' �i//i' ❑Not Observable ❑Not Applicable R403.6.1. 1, 403.2 Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating °❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 'Heated water circulation systems : "❑Complies [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated ; ❑Not Observable return pipe or a cold water supply' pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for ' ' circulating hot water system pumps start the pump with signal for hot water demand within the " occupancy. Controls automatically P turn off pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. r 403.5.1.2 'Electric heat trace systems „ ❑Complies [FI2912 comply with IEEE 515.1 or UL A ❑Does Not ?515. Controls automatically adjust the energy input to the ❑Not Observable ❑Not Applicable heat tracing to maintain the desired water temperature in the ; piping. 403.5.2 Demand recirculation water " ❑Complies [FI30]� systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 1040F„ 403 �.4 to ain tedwin ac ordance wth CSAat recovery s Complies [ z Does Not 1355.1. Potable water side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for y ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water " ' heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 x`90%or more of permanent Complies [FI611 =fixtures have high efficacy lamps., ;. ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 'Fuel gas lighting systems have "u❑Com lies P [FI23]3 no continuous pilot light. ❑Does Not Not Observable ❑Not Applicable �401.3 Compliance certificate posted, r FElcomplies [F1712 ;❑Does Not ❑Not Observable ❑Not Applicable 1 h Impact(Tier 1) N 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Feldman Residence Report date: 12/21/23 Data filename: Page 9 of10 2018 IECC Energy Efficiency Certificate MIMMUMMOMMOMEMEM Above-Grade Wall 23.00 Below-Grade Wall 0.00 Floor 35.00 Ceiling / Roof 35.00 Ductwork (unconditioned spaces): OM. Window 0.35 0.40 Door COMMIMMIMMOOMMUMM Heating System: Cooling System: Water Heater: Name: Date: Comments D E SSCCVRB XNP YROK AT T Y TOWN OF SORT C SUFFOLK COUNTY, IN YORK S.O.T..DIST:IM SEC7i3NiE.K.03 LOT.12.1 15 8 6 15 S 8090901,0 11 115 "'JAR SCALE'l'=30' LOTAREA:25,021 SQ.FT,=0.574ACRE ELEVATIONS HEREON REFER TO NAVD 1988 7r. DIGITAL RELEASE -7 CERTIFIED To NANCYFELDAMN JOB NO.:2020-287 MAP NO.: FILEUNEW,,, REV ADDISIONS:TOPOGRAPHY&ELEVATIONS 225/21 k LAND 6y JEFFREY W HADERER LS. NYS GC. No:050538 TWIN LAND SURVEYING NUXESSOK7'OMAVSONSURV l ,MARIIN➢.a L3 188 W.MONTA UK HIGRWA Y,UNIT E3 HAMPTON BA YS,NEW YORK 11946 (V)631-3 - - emal9k,TwinforksiI 00-COM C0THISHU' UAPE' ER OR ELECTRONIC,NOT BEARING =, VE=SjMKb BOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID COPYAND SHALL NOT BE USED FOR ANYPURPOSE. T)P# sod 10 Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2018,Page 149) Foundation Notes: Framing Notes: Number of Number of Joint Description Common Nails Box Nails Nail Spacing The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of ROOF NAILING Prior to construction. the Engineer prior to construction. Rafter to Top Plate(Toe-nailed) 3-10d 3-16d per rafter 1. All concrete 3,500 psi after 28 days minimum. Wood Framing Ceiling Joist to Top Plate(roe-nailed) 3-10d 3-16d per joist Ceiling Joist to Parallel Rafter(Face-nailed) 10-16d 10-40d each lap 2. All rebar ASTM A-615 Grade 60. 1. All lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum specifications: Ceiling Joist Laps Over Partitions(Face-nailed) 10-16d 10-40d each lap Collar Tie to Rafter(Toe-nailed) 3-16d 4-10d per be Fb 825 Blocking to Rafter(Toe nailed) 3-8d 3-10d each end 3. Footings are to be instated on undisturbed virgin sol =. The bottoms of all footings are to be installed a minimum of 3'below �h grade unless indicated otherwise. Fv Rim Board to Rafter(End Nailed) 3-16d 4-10d each end psi Fc perp=625 psi Rafter to ridge,valley or hip rafters 3-10d 3-16d toe or end nail 4. Rebar installed along the top of the foundation walls without windows are to be installed 10'below the top of the E=1,600,000 psi WALL FRAMING foundation wall.Rebar installed along the top of foundation walls with windows are to be installed 3'below the bottom of Top Plate to Top Plate(Face-nailed) 3-16d 3-16d per foot the window opening. 2. All Laminated Veneer Lumber is to have the following minimum specifications: Top Plates at Intersections(Face-nailed) 4-16d 5-16d joists-each side Stud to Stud(Face-nailed) 3-16d 3-16d 24'o.c. 5. All snap off form ties are to be removed and remaining openings are to be sealed/grouted. Fb=2,900 psi Header to Header(Face-nailed) 16d 16d 16'o.c.along edges Fv=290 psi Top or Bottom Plate to Stud(End Nailed) 3-16d 3-16d per stud 6. The foundation contractor shall coordinate with the plumbing and electrical contractors relative to installation of sleeves Fc perp=650 psi Stud to Stud at abutting studs at intersecting wall comers 16d 16d 17 o.c.face nail and other penetrations prior to pouring concrete. E=2,000,00 psi Continuous header to stud 4-8d 5-8d toe nal Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Face-Naled) 2-16d 3-16d per foot 7. The Engineer is to be contacted if unacceptable or questionable sol is encountered during excavation.Unacceptable sol 3. All Laminated Structural Lumber is to have the following minimum specifications: FLOOR FRAMING is sol containing day and/or organic material. Fb=2,800 psi Joist to Silt,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per joist 8. Install isolation Oft along foundation walls and at column and other floor penetrations. Fv=290 psi Bridging to Joist(Toe-nailed) 2-10d 2-10d each end Fc perp=740 psi Blocking to Joist(Toe-nailed) 2-8d 2-10d each end 9. Installed contraction joints in the cellar floor slab every 18'minimum. E=2,100,00 psi Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block LEGEND: Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist 10. Foundation excavation is not to be back filled prior to the installation of the floor framing. 4. All treated lumber is to be No.2 or better Southem Yellow Pine with the following minimum specifications: Joist on Ledger to Beam(roe-nailed) 3-8d 3-10d per joist 1. PA=POST ABOVE Band Joist to Joist(End-nailed) 3-16d 4-16d per joist 11. Backfill along foundation walls is to be dean material and is to be mechanically compacted in 6'lifts to 95%of maximum Fb=975 psi Band Joist to Sill or Top Plate(roe-nailed) 2-16d 3-16d per foot dry density. Fc=175 psi 2 DJ=DOUBLE 2X POST UNDER BEAM ROOF SHEATHING Perp= psi Structural Panels 8d 10d See roof sheathing 12. Underpin existing foundation. E=1,60,00 psi 3. TJ=TRIPLE 2X POST UNDER BEAM nailing detail on structural sheets Suggested Underpinning Procedures: 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in accordance 4. APB =ANTHONY POWER BEAM CEILING SHEATHING with the manufacturer's specifications. 5. LVL=LAMINATED VENEER LUMBER Gypsum Wallboard 5d coolers 5d coolers 7'edge/7'field a) Underpin prior to addition of any new loads on wall. 6. All straps,connectors,plates, etc.are to be galvanized or stainless steel.Designated connectors, p p bolts,nails, WALL SHEATHING b) Excavate small exploratory pit at exterior wall to determine depth and width of existing footing. Inform Architect/Engineer strap etc.on these drawings are made by Simpson unless indicated otherwise.All connectors,straps etc.are 6. L.B.=LOAD BEARING WALL Structural Panels 8d 10d 6'edge/12"field of findings before proceeding. to be naled/bolted in accordance with the manufacturer's specifications. Structural Fiberboard Panels 1/7 11 ga gaty.mofirhg nal 0.12'x 11?long 711E h 3'edge/6'field 7. WINDOW AND DOOR HEADERS TO BE(2)2X8 Structural Fiberboard Panels 25/37 11 ga g*.mormg nal 0. 2'x i wr Toro 3v Head 3'edge/6'field c) Upon receiving approval,exc avateto the top of the existing footing for the entire length of the area to be underpinned on 7. All floor sheathing is to be 2/32 inch AC type plywood,tongue and groove,with an APA span rating of 4824. HEADERS WITH(2)2X STUD POST UNLESS Gypsum Wallboard 5d coolers 5d coolers T edge 17"field the interior of the foundation wall.Remove interior concrete floor as necessary. Floor sheathing shall be glued and screwed to the floor joists(6'O.C.edges and 12'O.C. field). OTHERWISE SPECIFIED ON THE PLANS. Particle Board Panels 8d 8d Per Manufacturer FLOOR SHEATHING d) Excavate by hand below the existing footing at no more than 3 foot lengths. 8. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shag be fastened to the studs as 8. ALL(POSTS TO BE(2)2X STUD POSTS UNLESS Structural Panels per the nailing schedule on this sheet. OTHERWISE SPECIFIED ON THE PLANS. 1'or less 8d 10d 6'edge/17 field e) Allow 7 days curing. Greater than 1' 10d 16d 6'edge/17 field 9. Solid blocking is to be installed every 8'max or mid span of all floor joists with spans exceeding 8'. (1)Nailing requirements are based on wall sheathing nailed 6'on-venter at the panel edge. Attemate nailing schedules shall f) Back fig and replace interior floor as necessary. be used where wall sheathing nailing is reduced. For example,if wag sheathing is nailed 3 inches on-center at the panel edge 10. Double joists are to be installed below parallel walls. to obtain higher shear capacities,nailing requirements for structural members shag be doubled,or alternate connectors shall g) During the underpinning procedure,monitor the existing foundation wag for excessive movement and/or cracks.Notify the be used to maintain load path. Architect/Engineer if movement and/or cracks are noted. 11. Blocking is to be installed at all point load bearing points. (2)When wag sheathing is continuous over connected members,the tabulated number of nails shag be permitted to be reduced to 1-16d nal per foot Slab Site Preparation 12. Walls are to be framed with 2x6 inch studs spaced 16 inches O.C.unless indicated otherwise. *The area where the slab is to be installed is to be excavated to the necessary elevation to meet the final top of the slab 13. All joist and beam hangers and fasteners used on the exterior are to be Simpson Type 304 or 316 Stainless elevation shown on the Architectural drawings. Steel. *The areas where the stabs is to be instated are to be Proof Rolled in accordance with ACI 3021 R.The Engineer is to be notified 14. All bolts nuts and washers are to be stainless steel or hot dipped galvanized. if unacceptable soils are encountered during excavation and if Proof Rolling produces results that exceed ACI standards. Design Loads: *The excavated areas along the stem warts and footings are to be back filled with dean material and mechanically compacted -Roof 4Live Load-30 psf Based on ASCE-7 and with dean fill in 6 inch lifts.Each layer is to be compacted to 98%modified proctor. Pg=25 psf per Figure R301.2(5) -Dead Load-15 psf *Base Material layer shown on the drawings is to be a comparable,easy to trim,granular fill that will remain stable and support construction traffic.A dean fine-grained material with at least 10 to 30%of particles passing a No.100 sieve but not containing -1st Floor -Live Load -40 psf silt,or organic material is recommended. -Dead Load-15 psf Slab Notes: -Wind Loads-130 mph-ASCE-7 qh=34..5 psf(Exposure C) Roof C&C Loads: *Isolation joints are to be installed between the slab and the walls.Use preformed joint filler that is to be cutY2 inch below the slab -48.2 psf(Zone 1) surface and the resulting joint is to be filled with an elastomeric joint sealant -67.2 psf(Zone 2) -67.2 psf(Zone 3) *Contraction joints are to be installed as shown in the drawings and are to be Y4 the thickness of the slab but not less than 1 inch deep. Wag C&C Loads: -42.3 psf(Zone 4) *The welded wire reinforcement is to be placed in the top third of the slab and is to be adequately supported by precast concrete -50.8 psf(Zone 5) bar supports to assure that the reinforcement is held in position during concrete placement and finishing. THIS BUILDING IS DESIGNED AS AN ENCLOSED STRUCTURE. Design Criteria-NYS Residential Code R301.2.1.1 and utilized the methods and procedures stipulated in Chapter 2 Engineered Design and Chapter 3 Prescriptive Design in the American Forest and Paper Association Wood Frame Construction Manual for One and Two Family Dwelling Units-High Wind Addition and ASCE 7. REVISIONS .r `(,J�i 01 Scale:AS SHOWN Condon En ineedn , P.C. FELDMAN RESIDENCE 9 9 55 SOUTH VIEW Plans are prepared by Condon Engineering,P.C. it is a violation of the New York Shote 1755 Sigsbee Road ORIENT, NY Education Law,Article 145,Section 7209,for any person w*w acting under ft Drawn by JJC Mattituek, New York 11952 direction of a licensed Professional Engineer,Architect,or land surveyor,to alter any Engineer,Ar seal way.t an Item in ar (631)298-1986 (631)298-2651 Fax NOTES AND ry item bearing the d air med,or Land surveyor"hs altered,the altering Engineer.Architect,d Land ler si orshafi affix h the item hisrther Date:121212023 www.eondonen meerin core SPECIFICATIONS seal and the notation'Altered b�'followed by hishher signature and the date d such g g' alterations,and a specific description of the alteration. ( I I I I I I i I I I I I I I I I ( I I FF � I I I I ( I NEW 8'P.C.FOUNDATION WALL ON I A W X 16'P.C.FOOTING I I I I ( I I 1TO SONOTUBE PIERS ON A 60`X:30'X1r PC FOOTING(TYP.) I 3'-4' 9-0' I �- 5. - I r — MEET EX.FOUNDATION. I �, DOWEL#5 R 13AR INTO FOUNDATION @ 17 O.C.(TYP.) I (3)2X4 POST � I I 24'X36X1 r PC FOOTING NO REBAR I I I (NEATLY SAW CUT CONC. IFLOOR AT FOOTING I I c LOCATIONS)(TYP.) o� I EX 8'P.C.FOUNDATION WALL ON I ( I I A 8'X 16'P.C.FOOTING I (CONTRACTOR TO VIF) Ex 8'P.C.FOUNDATION WALL ON I I I 6X6 MAHOGANY POST .) I A 8'X 16'P.C.FOOTING I I (CONTRACTOR TO VIF) I SWIMMING POOL EQUIPMENT ELECTRIC CONDUIT RUNS THROUGH THIS AREA CONTRACTOR TO VERIFY LOCATION INS, FIELD AND CONTACT ENGINEER IF THERE 6X6 MAHOGANY POST(TYP.) ARE ANY CONFLICTS � II J 1rs SONOTUBE PIER ON A 30')30'X1r PC FOOTING(TYP.) SIMPSON CPT66Z COLUMN BASE(TYP.) SIMT66Z COLUMNN BASE (TYP.) I 1 r0 SONOTUBE PIER ON A 30'X30'X1r PC FOOTING(TYP.) REVISIONS Plans are prepared by Condon Engineering,P.C. ft is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the ,l direction of a Ticensed Professional Engineer,Architect,or Land Surveyor,to alter any item in ft an item the seal of an E Arch' any way. bearing ngineer, elect„or Land Surveyor is altered,the alt Engineer,Architect,or Land S erirg ng' Surveyor shaft affix to the rTem hisA>er seal and the notation'Altered by'folbwed by hislher signature and tlhe date of such alterations,and a specific description of the afteration. Scale:1141=1'-W Condon En ineerin , P.C. FELDMAN RESIDENCE 9 9 55 SOUTH VIEW Drawn by-.JJC 1755 Sigsbee Road ORIENT, NY Adak Mattituck, New York 11952 (631)298-1986 (631)298-2651 Fax bm2 Date:12/21/2023 www.condonengineedng.com FOUNDATION PLAN W EXISTING LAUNDRY/STORAGE D SINK EXISTING EXISTING POWDER ROOM UTILITY ROOM O LAV 0 CL CLOSET ' r•- -- - - - PA I- - -- — PA 941M ® 2X2 P.T. (5)2X8 P.T.CONT. A NS� ' ZX4P05T EXISTING EXISTING GARAGE I @ IN GERO.C. EXERCISE AREA X I ® (5)13/4'X 71/4'LVL 2X4 POST EX 2X10 FJ )2X4 POST @ 16'O.C. HALLWAY I 2X8 DJ P.T. W' EXISTING I @ 16'O.C. o STORAGE AREA c'i I SIMPSON DTT2Z n WITH 112'0 GALV.THREADED SIMPSON DTT2Z I ¢ wmt 1/2'0 GALV.THREADED m' ROD WITH NUTS AND WASHERS ROD WITH NUTS AND WASHERS I rn (INSTALL AT 48.O.C.MAX) ( � xv 2X8 P.T.LEDGER WITH50 (INSTALL AT 48'O.C.MAX) GALV.THROUGH BOLTS @ 16' (TYP•) 6X6 MAHOGANY POST We.) — O.C.STAGGERED I ' (5)13/4'X 7114'LVL OR I PA (3)1314'X 71/4'LVL+(2)318'FP PA _ — I (5)2X8 P.T.CONT. I ' I 2X8 DJ P.T. @ 16'O.C. 2X8 P.T.LEDGER WITH 518' a o GALV.THROUGH BOLTS @ 16' 6X6 MAHOGANY POST(TYP.) o io I O.C.STAGGERED ;) i L - - - - -- - - - i — F' - --------{3}2X8-R.TBEAMCONT, -- ---- -� d r– I N I I I ( ( I L- — - - - - - - —X8 P.T. CONT.- - - -- - J SIMPSON CCQ COLUMN CAP REVISIONS t. Plans are prepared by Condon Engrtneerirg,P.C. ft is a violation of the New York State ; Education taw,Article 145,Section 7209,for arty person unless acting under the direction of a kensed Professional Engineer,Architect,or Land Surveyor,to after any `,.' ,•,. .\x; - brn in any way.if an item bearing the seal of an Engineer,Arch tett,or Land Surveyor is altered,the aftering Engineer,Architect,or Land Surveyor shaft affix to the item his w seal and the notation'Altwed by'followed by hislher signature and the date of such alterations,and a specific desaiption of the afteration. Scale:1/4'=r-o* Condon En ineerin , P.C. FELDMAN RESIDENCE 9 g 55 SOUTH VIEW 1755 Sigsbee Road ORIENT, NY Drawn by.JJC Mattituck,New York 11952 zi=3 (631)298-1986 (631)298-2651 Fax FIRST FLOOR Date:12121/2023 www.condonengineedng.com FRAMING PLAN r-- -- -- ---- - - -- -- - - - - � I I I I I I I I I I I I I I EXISTI4G DEN I I I I I I I I I EXIST. ENTRY PORCH I I I I I I I I I I I I I T SH IS CLOS ER CLOSET I X I I ENTRY HALL I N II I II I 0 I EXIST.BATHROOM ifI LIVING ROOM RR 16.O.C. @ EXISTIN - - -- -- - — FIREPLA E 6X6 MAHOGANY POST r--— — ��- — — — I I z 3W X71M'l VE 71 REF. (2)13/4'X 111/4'LVL OR O D4 RSEIRS I a v (3)2X4 POST (3)13/4'X 71/4'LVL+(2)3/8'FP CONT. � ST 2X4 PO alp ¢ — 2X4 POST X� (�2xaPosr SUNROOM ---- - --ALIGN --- - - - I m coIr I'I� )zxaPosT DINING ROOM II 2x4POST KITCHEN I I N II SC R E EN E (3)2x4 POST RIDGE I I ' = yl aI► v J (3)13/4'X 117/8'LVL STRUCT.RIDGE I I m Q I u I I J2M FJ @ 16.O.C. _ EX 2X8 IJ @ 16'0. . EX 2X8 FJ @ 16'O.C. Q �\ )2X4 POST Z- I Q 0 6X6 MAHOGANY POST I , '�� _ZD 101 co N II� II I x 2X4 POST I I (3)2X4 POST I'I (3)2X4 POST ' I (2 1314'X 71/4'L N 1 (2}13/4'X 7114'LVL 2X POST �O ----- - - - — — — — —— —— --— - -- ---- - - -- --( 13/4'X73/4' -- - --- --(2)13/4'X7-/4_-LV1^— -- � --- - -- - - - — —I 2X4 POST —— L- -- -- -- - - -- -I EXISTING BAY WINDOW PROPOSED DECK REPAIR AS REQ. NEW OUTDOOR SHOWER REVISIONS Plans are prepared by Condon Engineering,P.C. It is a violation of the New Yak State Education Law,Amide 145,Secfion 7209,for any person unless acing under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to after any / Rem in any way.If an(item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the alterimoi= n9 E rgir►eer,Architect,or Land Suveyor shall affix to the item hisllher �..,:hr:;�,-c,:,l+s`;' ; • ;. ' seal and the notation'Altered by'Mowed by hisffw signature and the date of such alterations,and a specific description of the afteratiar. St:ale:1/4'=V-0" Condon Engineedn , P.C. FELDMAN RESIDENCE g 55 SOUTH VIEW Drawn b .JJC 1755 Sigsbee Road ORIENT, NY Y Mattituck, New York 11952 (631)298-1986 (631)298-2651 Fax SECOND FLOOR / Qm4 Date:12/21/2023 www.condonengineering.com ROOF FRAMING ALAN MICROLLAM®LVL 2 X DIAMETER OF THE AND PARALLAM® LARGEST HOLE DEPTH NOTE: PSL HOLE ZONE (MINIMUM) 1. FINAL RAILING DETAILS TO BE APPROVED BY THE ARCHITECT PRIOR TO THE START OF CONSTRUCTION. d 4' RAFTERS X4 WOOD POST HEADER MAXIMUM ROUND ' X4 WOOD POST� MICROLLAM LVL AND DEPTH HOLE SIZE PSL PARALLAM 4'/' 1' V-CUT SHEAR BLOC1 NG L/3 ALLOWED LE S ZONE IPAN n ray. 13 . 36' I 2' SIMPSON DTT2Z 7 I SIMPSON DTT22 y'to 20' � WITH 12'0 GALV.BOLTS � WITH 1/2'0 GALV.BOLTS SEE ILLUSTRATION FOR 2X TRIM BOARD FOR SHEAR BLOCKING(BETWEEN JOISTS). ALLOWED HOLE ZONE FIELD TRIM TO MATCH JOIST DEPTH AT OUTER EDGE OF I NOTES: WALL OR LOCATE ON WALL TO MATCH JOIST DEPTH.1. 21- I 22 i ALLOWED HOLE ZONE SUITABLE FOR UNIFORMLY LOADED HEADERS AND BEAMS ONLY. 2 ROUND HOLES ONLY (3)LVL BEAM t;' 16' 4• _ _ _ 3. NO HOLES IN CANTILEVERS. 4. NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. 5B'0 BOLTS y 2X2 BALUSTER 5. DO NOT CUT,NOTCH OR MILL HOLES IN HEADERS EXCEPT AS INDICATED IN Y3 X Y� ' ILLY OPENING OUTSIDENS AND THESE TAMES. SIMPSON LSTA36 OOR JOIST CK JOIST 6. ANY OPENING OUTSIDE THESE CONSTRAINTS MUST BE APPROVED BY THE I OLID BLOCKING D BLOCKING STRUCTURAL ENGINEER STRAP Y (3-MAX) 7 0 GALV.BOLTS 12.0 GALV.BOLTS Y: TYPICAL (LEVEL LVL PENETRATION TYPICAL WINDOW AND DOOR HEADER MAXI MUMALLOWTIONHUT �,• SHEAR BLOCKING AND VENTILATION HOLES (2)A36 STEEL FLITCH PLATES SCHEDULE AND DETAIL STRAPPING DETAIL EACH CORNERSIMPSONDTT2Z SHEAR BLOCKING DETAILS FLITCH BEAM DETAILS WITHV70GALV.BOLTS NOT TO SCALE NTS NTS NOT TO SCALE ECK JOIST SIMPSON DTT2Z WITH 12'0 GALV.BOLTS IOUD BLOCKING POST INSIDE OF POST OUTSIDE OF BAND JOIST BAND JOIST TYPICAL DECK RAILING CONNECTION DETAILS SCALE 1/7=1*-W Simpson LSTA30 Ridge Strap at each Rafter SIMPSON DTT2Z Wmi 1/70 GALV.THREADED ROD WITH FLOOR SHEATHING TOP PLATE NUTS AND WASHERS EVERY OTHER DECK JOIST) NAILED 6'MAX O.C.TO JOIST WITH t.. H WN OR HEADER SIMPSON MTS30 RAFTER STRAP OR DECK JOIST AT EACH RAFTER TAIL FLOOR JOIST SIMPSON H21-5A (SOLID 2X JOIST TAIL TSIMPSON LUS HANGER OR 2X BLOCKING) 2X12 P.T.LEDGER 1-12A CONNECT TOP PLATE SIMPSON H25A TOP WITH 518' PLATE TO STUD CONTINUOUS FLASHING THROUGH BOLTS (PROVIDE ADDITIONAL WASHERS AT @ 16.O.C. SIMPSON H2A HURRICANE TIES AT 2-SIMPSON H2.5A HURRICANE TIES THROUGH BOLTS TO PROVIDE A 1/4'MIN. STAGGERED SEPARATION FROM THE BUILDING) EACH RAFTER TAIL(INSTALLED ON AT EACH RAFTER TAIL(INSTALLED ON EXTERIOR SIDE ONLY) INTERIOR SIDE ONLY) TYPICAL DECK JOIST TO BUILDING CONNECTION DETAIL (2)1314'X 11114'LVL SIMPSON WS26 HANGERS I CONTINUOUS FLASHING 5B'0 X 12'LONG GALV.ANCHOR BOLTS AT 28'O.C.MAX, (PROVIDE ADDITIONAL 17 MAX FROM CORNERS WITH SIMPSON BPS5/&3 WASHER 2X8 LEDGER BOLTED TO WALL WITH 518' WASHERS AT THROUGH O O I O 2X8 P.T.SILL THROUGH BOLTS @ 16'O.0 STAGGERED. BOLTS TO PROVIDE A 1/4' MIN.SEPARATION FROM THE io BUILDING) 5/4 DECKING 0 3 I 2X8 P.T.DJ @ 16'O.C. (3)2X8 P.T.BEAM CONT. O I SIMPSON DTT2Z SIMPSON WS26 HANGERS SIMPSON WS26 HANGERS WITH 12'0 GALV.THREADED ROD WITH NUTS AND WASHERS SIMPSON CCO COLUMN CAP oOPPERlER,,,,1E SHEID (INSTALL AT48'O.C.MAX) Nailing Zones for Roof Sheathing in 130 6X6 MAHOGANY POST MPH Ultimate Gust Wind Zone SIMPSON LSTA36 REVISIONS S SIMPSON LTP Zone 1 Zone 2 Zone 3 F. STRAP Field 6'O.C. 12.O.C. 4 O.C. Typical Wall and Sill ' • Panel Edges 6'O.C. 6'O.C. 4'O.C. Strapping Detail I Nailing Requirements for 130 MPH,Ultimate Gust i 112'Thick Roof Sheathing with 8d Common Nails Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State 7 ! 1 Roof Sh eath I ng Nailing Details Education Law,Article 145,Section 7209,for any person unless acting under the jZ 3 SCALE: 1/8'=1'-0' direction of a licensed Professional Engineer,Architect,or Lam Surma,to atter any � - item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shag affix to the ltern hislher SIMPSON CPT66Z -• _ seal and the notation'Altered by'followed by hislher signature and the date of such COLUMN BASE alterations,and ac speafi description of the alteration - z #3 REBAR . -- - _ Scale:l/4'=1'-a• Condon Engineering, FELDMAN RESIDENCE P.C. 55 SOUTH VIEW 3tr X 31r X 12'P.C.FOOTING Drawn by.JJC 1755 Sigsbee Road ORIENT, NY AMEL Mattituck, New York 11952 WITH TYPICAL SECTION (ORA H WN ,�,� 631 298-1986 (6 31)1 rr=1-0' INSTALLEDS ( ON UNDISTURBED Date:12/21/2023 ( www.condonengineenng.com 2651 Fax FRAMING DETAILS SEE PRECAST STRUCTURE NOTES FOR REINFORCING REQUIREMENTS. INSTALL DUMMY RINGS AND/OR DOME AS NECESSARY TO BRING PROPOSED ll� STRUCTURE TO GRADE HEAVY DUTY MANHOLE FRAME AND SLOTTED COVER CAMBELL FOUNDRY Co. S MIN.2 BRICK PATTERN No.1383 OR SOLID MANHOLE COURSES COVER PATTERN No.1012A-TYPE C OR AN O �, LEACHING BASIN NOTES: APPROVED EQUAL O F 1.ALL DRAINAGE STRUCTURES SHALL BE PLACED CONCRETE COLLAR SS AREAS IN ACCEPTABLE LEACHING SOILS AS APPROVED AS NECESSARY FINISHED GRADE ICONEIICOVER BY THE ENGINEER. IN THE EVENT POOR LEACHING MATERIAL IS ENCOUNTERED,EXCAVATION IS TO 24' m V MIN. BE CONTINUED TO SUITABLE MATERIAL AND 42LL- � 2'MAX. 0 BACKFILLED AS DETAILED. SEE PRECAST STRUCTURE Q C9 �O 2. NO TRENCH,PIT OR OTHIR EXCAVATION SHALL NOTES FOR REINFORCING PLAN VIEW z BE LEFT OPEN OR UNATTENDED. EXCAVATIONS REQUIREMENTS TO BE PROTECTED AS IXRECTID BY THE 2,3 OR 4 FOOT SECTIONS ` _ m ENGINEER WITH FENCES,BARRICADEOTHERND _~ AS NECESSARY O 8'0 X 4' DEEP D RYWELL DW OTHER APPROVED METHODS. WRAP WITH 6 OZ(MIN.)NONWOVEN :'"`:: crn w (SEE DETAIL) (M.) � -�GOLU�R: - C9 - 3. ALLOW FOUR(4)INCHES FOR FINAL ADJUSTING GEOTEXTILE(FILTER FABRIC)AND AT z LL OF CASTING. ADEQUATE BEARING WILL BE TOP OF COLLAR BY MIRAFI OR AN =s w PROVIDED USING CONCRETE BLOCK,BRICK APPROVED EQUAL PRECAST - Z ca-i� g AND/OR 1:2 MORTAR MIX. SHEET PILING AS REQUIRED - _ RINGS W x� a' 6 0 ADS OR PVC PIPE (TYP.) 4.THE CONTRACTOR SHALL.PROVIDE ADEQUATE = == LLI F- EXCAVATE AND BACKFILL 3 FEET AROUND -' a Z D W SHEETING AND SHORING DARING TRENCHING TO - INSURE THE SAFETY OF WORKMEN AND THE LEACHING RINGS WITH SWAM POROUS MATERIAL AS APPROVED BY THE ENGINEER GENERAL PUBLIC EXPOSED TO THE HAZARDS OF U j p FALLING AND SLIDING MATERIAL IN12•MIN. � CONFORMANCE WITH THE REQUIREMENTS OF THEa w TITLE 29 CODE OF FEDERAL REGULATIONS,PART U- 1926,SAFETY AND HEALTH REGULATIONS FOR - u r OO CONSTRUCTION(OSHA). - �O 5. BACKFILL AND COMPACTION SHALL BE IN 6' LIFTS. ALL BACKFILL MATERIAL TO BE - .:^:; :•: ZZ: - COMPACTED BY JETTING OF:OTHER APPROVED MEANS - t�7 EXCAVATE A MINIMUM OF V INTO --c VIRGIN STRATA OF SAMANMD GRAVEL.OR TO BOTTOM OF DRYWELL WHICHEVER IS DEEPER. ELEVATION VIEW i DRYWELL DETAIL 00. NOT TO SCALE �y IS 10 A BUILT UP BERM 33 5 DOWNSPOUT S (SEE ARCHITECTURAL PLANS) 10'MIN. m NOTE: T DOWtNSPOItT ADAPTER(ADS C) 1. A CONCRETE WASH PIT SHALL_BE INSTALLED OR APPROVED EQUAL) rn (SEE CHART FOR PART NUMBER) mON THE PROPERTY FOR EXCESS CONCRETE m AND TO CLEAN CONCRETE EQUIPMENT AND o TOOLS. z 2. THE PTT SHOULD BE SURROUNDED WITH A 24' HIGH SOIL BERM. 0 PROPOSED GRADE 3. THE PIT TO BE LINED WITH HAY BALES SITE PLAN U 4. PROVIDE A 24'X 24'WOOD SIGN LABELED 450 BEN)(MAX) 'CONCRETE WASHOUT PTT'. SCALE.I'=20'-W ® 5. THE PTT SHOULD BE EMPTIED WHEN 75% W e ADS PIPE(t EruGTTi vAraEs7 CAPACITY IS REACHED AND AFTER THE EXCESS GENERAL NOT SNAP CONNECTION CONCRETE CURES.z m NOTES 450 BEND(MAX) Z 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD. PART# PIPE Ak4.5(r C T PLAN 04 4 2so•0364M 2W a77S o 10'MIN. HAY BALE 2. SITE PLAN PROVIDED BY JOAN CHAMBERS. 0465AA 4' 3.25' 5.00' 6'ROOF DRAIN LATERAL v g r 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK THE o4 AC v 362 4.fi3' MMTtI WYE ) CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AN ossaAA a asr 6 a3• BURT UPBERMD MUST BE CONFORMED ACCORDINGLY oss4Ac a 3sz• s Part 0%"C is PVC NOTE 6'ADS PIPE MAY BEOUT DISTANCE VAF21E5 MI `)1 ?7 7� ?7 USED WHEN A DOWNSPIS (SEE GRADING AND 2. EX GRADE IN THE FIELD. CONNECTED DIRECTLY TO THE DRAINAGE PIAN) CUL4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES'VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES, STRUCTURES. SECTION TEC DRAINAGE STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. ROOF DRAIN ADAPTER DETAIL CONCRETE WASH-OUT AREA DETAIL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK NOT TO SCALE NOT TO SCALD= 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. SYMBOL WOVEN WIRE FENCE SYMBOL 7. ALL ROOF DRAIN LEADERS SHALL BE CONNECTED DIRECTLY TO THE PROPOSED ON•SffE DRAINAGE SYSTEM. ADDITIONAL ROOF DRAIN FLOW (MIN.14 GAUGE LATERAL PIPE AND FII TINGS TO BE PROVIDED AS NECESSARY TO CONNECT ALL ROOF DRAIN LEADERS. W/MA 8. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO SP 1lT MAX C.TO C. SPACING) CONSTRUCTION SPECIFICATIONS ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. 4'VERTICAL FACE 36'AIN LENGTH FENCE =.. G :• . .16' POSTS DRIVEN MIN CLEARING AND CONSTRUCTION IN AREAS WITH THE APPROVED EROSION AND IN 9. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI/28 DAY STRENGTH CONCRETE BEDDING DETAIL -.' INTO GROUND. SEDIMENT CONTROL PLAN UNTIL THEY ARE PERMANENTLY STABIL _ - _ - _ NE:NTL RED. NOT To SCALE 10. ALL DRAINAGE PIPING MATERIAL TO BE SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE AS MANUFACTURED BY ADS OR AN - 2 ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL BE CONSTRUCTED, APPROVED EQUAL INTERCONNECTING DRYWELL PIPE SHALL BE MINIMUM 1S DIAMETER AND ROOF DRAIN PIPE SHALL BE 6.OR AS NOTED ON ET DRAINAGE AREA NO MORE THAN 114 ACRE PER 100 FEOF STRAW BALE DIKE _ _ HEIGHT OF FILTER APPLIED AND MAINTAINED IN ACCORDANCE WITH THE APPROVED EROSION AND w SEDIMENT CONTROL PLAN. PLANS. ALL PIPING TO HAVE MINIMUM 2'OF COVER. FOR SLOPES LESS THAN 25%. =18'MIN. •r. .� v. .v v. . 6'MIN. 3.TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED ANGLE FIRST STAKE TOWARDS PREVIOUSLY r,.r �,r y ��� y ��� .� W �- IN AMOUNT NECESSARY TO COMPLETE FINISHED GRADING OF ALL EXPOSED AREAS. 11. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF LAD / SEDIMENT TO OFF-SITE AR r' ,f 4. AREAS TO BE FILLED SHALL BE CLEARED,GRUBBED,AND STRIPPED OF TOPSOIL TO EAS,PONDS,DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND FLOW r/.l PERSPECTIVE VIEW REMOVE TREES,VEGETATION,ROOTS OR OTHER OBJECTIONABLE MATERIAL MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO'THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL•. 36'MIN.FENCE POST 5. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF BOUND BALES PLACED ON CONTOUR GWOVENAUGE WIRE FENCE(MIN.14 FOUR INCHES PRIOR TO PLACEMENT OF TOPSOIL D RAI NAGE CALCULATIONS: GAUGE W!MAX 6'MESH 6. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION,SLIPPAGE M SPACING)WITH FILTER CLOTH 2 RE-BARS,STEEL PICKETS 207AN- ET STLEMENT,SUBSIDENCE OR OTHER RELATED PROBLEMS.FILL INTENDED TO THE PROPOSED ON-SU DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 2 OR 2'X2'STAKES PLACED FLOW SUPPORT BUILDINGS,STRUCTURES AND CONDUITS,ETC.SHALL BE COMPACTED RAINFALL STORAGE TO BE PROVIDED IN 9 DIAMETER DRYWELLS PROVIDING - IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES. 42.24 CF PER VERTICAL FOOT OF STORAGE THE DESIGN IS BASED ON THE 1 12 TO 2 IN GROUND. UNDISTURBED GROUND - DRIVE STAKES FLUSH WITH COMPACTED SOIL 7. ALL FILL SHALL BE PLACED AND COMPACTED IN LAYERS NOT TO EXCEED 9 INCHES FOLLOWING RUNOFF COEFFICIENTS:ROOF 1.0.MAIN BUILDING REVISIONS THICKNESS.ANCHORING DETAIL TOP OF BALE EMBED FILTER CLOTH 16'MIN• IN STORAGE REQUIRED: NOT TO SCALE A MIN.OF 6'IN GROUND. 8. EXCEPT FOR APPROVED LANDFILLS,FILL MATERIAL SHALL BE FREE OF FROZEN ROONPATIO AREA: 1,870 SF X 1.00 X2'112=311.7 CF 4•L.-- PARTICLES,BRUSH„ROOTS,SOD,OR OTHER FOREIGN OR OTHER OBJECTIONABLE CONSTRUCTION SPECIFICATIONS SECTION MATERIALSTHATWOULDINTERFEREWITHORPREVE7NTCONSTRUCTIONOF 3113 CF 7.4 VERTICAL FEET REQUIRED `- ' SATISFACTORY FILLS. , CONSTRUCTION SPECIFICATIONS STORAGE PROVIDED-. 1.BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND INA 9. FROZEN MATERIALS OR SOFT.MUCKY OR HIGHLY COMPR.ESSBB LE MATERIALS SHALL USE 2- 0 DRYWELLS-4 VF EACH=8 VF>7.4 VF I/ ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES NOT BE INCORPORATED M FILLS.1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES =12VF>7.BVF f� , 2.EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF(4)INCHES,AND OR STAPLES.POSTS SHALL BE STEEL EITHER T OR V TYPE OR HARDWOOD. 10. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. PLACED SO THE BINDINGS ARE HORIZONTAL 11.ALL BLENCHES SHALL BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF ; , 2 FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES DEVELOPMENT. Plans are prepared by Condon Engineering,P.C. ft is a violation df the New Yak State 3.BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR SPACED EVERY 24'AT TOP AND MID SECTION.FENCE SHALL BE WOVEN WIRE, Education Law,Article 145,Section 7209,for any person unless acting under,the % f RE-BARS DRIVEN THROUGH THE BALE THE FIRST STAKE IN EACH BALE SHALL 6'MAXIMUM MESH OPENING. 12. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN drtecbm of a licensed Professional E L/ BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE Engineer,Architect or Land Surveyor,or r,to after any -' - ACCORDANCE WITN THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN dem in any tray.I an dem bearing the seal of an Engineer,Architexd,or Land S : -•,�;. BALES TOGETHER STAKES SHALL BE DRIVEN FLUSH WITH THE BALE 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- urveyor OR OTHER METHOD. altered,the altering Engineer,Architect or Land Surveyor shaft affix to the item his/her LAPPED 00 SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, seal and the notation'Attered by'followed by his/her signature and the date of such 4.INSPECTION SHALL BE FREQUENT AND REPAIR REPLACE-HENT SHALL BE MADE MIRAFl 1tmX STABILINKA T140N,OR APPROVED EQUIVALENT. 13. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING alterations,and a specific description of the alteration. PROMPTLY AS NEEDED. FINISHED GRADING. 5.BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULLNESS SO 4.PREFABRICATED UNITS SHALL MEET THE MINIMUM REQUIREMENTS SHOWN. 14. STOCKPILES,SUB BORROWAREAS PR AND SPOIL AREAS SHALL D AND SP CI THE PLANS AND Scale:AS SHOWN FELDMAN RESIDENCE AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN SHALL BE SUBJECT TO THE PROVISIONS OF THIS STANDARD AND SPECIFICAT,OM. Condon Engineering, P.C. "BULGES*DEVELOP IN THE SILT FENCE. 55 SOUTH VIEW ADAPTED FROM DETAILS PROVIDED BY:USDA-NRCS, NEW YORK STATE DEPARTMENT OF TRANSPORTATION, STRAW BALE ADAPTED FROM DETAILS PROVIDED BY:USDA-NRCS, ADAPTED FROM DETAILS PROVIDED BY:USDA-NRCS, 1755 Sigsbee Road NEWYORKSTATE DEPARTMENT OFENVIRONMENTAL CONSERVATION, NEIN YORK STATE DEPARTMENT OF TRANSPORTATION, REINFORCED NEW YORK STATE DEPARTMENT OF TRANSPORTATION, LANDGRADING Drawn by.JJC ORIENT, NY NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE DIKE NEW NO�wY�E�SOIL�TER ENVIRONMENTAL (AMMCONSERVATION, SILT FENCE NEW YORK STATE DEPARTMENT OFEMARONMENTALCONSERVATION, SPECIFICATIONS Mattituck, New York 11952 NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE (631)298-1986 (631)298-2651 Fax ROOF DRAINAGE Date:12121/2023 www.condonengineedng.com PLAN 00 W - \ °o - - F— `�` 0 ' TAX MAP DISTRICT: 1000-13-3-12.1 �/ ® ® ZONED R-40 F=_7 ® ® OWNER OF RECORD: NANCY FELDMAN ri 55SOTTNY VIEW DRIVE 7 PREPARED BY: JOAN CHAMBERS / `P \ PO BOX 49 SOUTHOLD NY 11971 C / 4� \ DATE: MAY 7, 2023 SCALE 1" = 20.0' \ BOUNDARIES OF PROPERTY DATA TAKEN FROM SURVEY BY L JEFFREY W. HADERER L LS 050538 \ \ HAMPTON BAYS NY C� LOT COVERAGE CALCULATIONS W O ` EXISTMG \ °°OOO Del EXISTING 1ST FLOOR OF RESIDENCE 1278 \ ° °° ° EXISTING Lij ( PROPOSED COVERED DECK C \ �O°° PROPOSED OPEN DECK 411 nn \ OO°�° PROPOSED OUTDOOR SHOWER 16 EXISTING FRONT STOOP 35 EXISTING SIDE STOOP 25 SWIMMING POOL 672 ? \ °° °•oEXST.BATRROOM TOTAL SQ. FT. HOUSE, DECK POOL 2578 — — — — — — EXISTING I LOT 25,021 Qj , — LIVING ROOM PROPOSED LOT COVERAGEEXISTIN10.3% 0 - ,PROPOSED---. EXISTING ENCLOSED I STOOP G / --- SCREENED SCREENED ROOM GROSS FLOOR AREA PORCH -- SNROOM CONVERTED TO I I EXISTING KITCHEN — _ — I I\ EXISTING SQ. FT.DINING ROOM O EXISTING 1ST FLOOR OF RESIDENCE 1279 ASCI _ O I EXISTING 2ND FLOOR OF RESIDENCE 607 ------ sr' // — PROPOSED COVERED DECK 140 \ J ------ ---------- EXISTING BASEMENT & GARAGE 928 \ / PROPOSED DECK TOTAL AREA 2954 \ / _..... .- -...._........_ --.-.. __... -- ---......._.- -- .._...... - -.... --- ---- LOT 25,021 / \ / PR(P. ....._._—_—......._..___.___.–___.__.__.._- ALLOWABLE GFA IS 3350 SQ FT. PASSES UT)00 SHOWER _—_--__—PROPOSED DECK—.—__—__ SITE PLAN ()1Cf FIRST FLOOR PLAN AZI– , - I N 'eat I k � «r I e . fes,• I C1� ' I I Elu .I I I S W� II r F EL 6 p:4 < , i �E I ' I 1000-13,3-12.1 'I3r3-12.1 , , Yk n " t r , -,v' , i ....✓' - ^ -„"q rte:` _ _ 'w - .a _ wfP°� _ — — , ACREAGE 0.59 - — I I' :, „. •t. _. ''' n it BTCARSP Medium Density Res€dential ..: «<, :— N — R, of ICE PROTECTED , , 3 ' " — :. .. " USE One FamilyYear-Round -- —_ -- —.. - ii- -- Residence FT r AD - -- — — — — ? a qJ ,, -x . ZONING R-40 w $ ZSPLIT 0.00 S SPLITCAT x, J n ` ZACRES 0.00 r FWET 0.00 n , , .t - MVET 0.00 ...:WF T ;" '-.- -:: .:.na•�.,, i,s3, ' tR:,4,\`\ <Yi�•aifit ,:,°",d'F �. �:,;�, s.;',,;,�'" �^a" rcun n nn -',9s,;h.,�, 'd>:• :IS ZOOm to ..° n-f —-- -- ---- -- ------- IS, Vll,S:a.'"'. S ..^gmt' ,$ `. " >'' o- .. tr 'k' -i x: , 1wr ..,. ,, �` :r'a..• :•tt° .�gg°�` ,�¢ ... - _ a � \\\\ _-- —. 6 , r° t, , a 4 Uj a ru ..:..0 w v Wa;. "•�. 'r` �"^. :.7> '"ra. '`✓, :t'i't' ,+r �. .§' ,a_ ter.' q' -x+ ti - '' �• .,�' gar^ y f xa X Y 5 f' a; y 5:. gY t,sa yy _ wx�•x w x n " a y <k T ? M� d 9a i jgY \, F.1 is F, ' 6 "w1 E \.- Ti qt x� t „ e , 0 ZON I NCa MAP FEMA MAP SITE PLAN 1 1 . 15 . 2 ; 12 .4. 23 EXISTING ROOF TO REMAIN \Sl ER ® ® ® AIF \f SKYPLANE DIAGRAM # 1 1 = 20' A NORTH ELEVATION A NORTH ELEVATION REMOVE EXISTING FUEL TANK W 0 0 - wZ W m EXISTING o EXISTING ROOF - NO CHANGES w� LAUNDRY/STORAGE w 0 NO PROPOSED ALTERATIONS x 0 D w rr x, SINK a P z EXISTING W EXISTING POWDER ROOM EXISTING ROOF - NO CHANGES UTILITY ROOM N PROPOSED ALTERATIONS REMOVE EXIST. HVAC EQUIP. ('�/ COORDINATE WITH REQUIREMENTS L.J__. FOR NEW WORK WC _— ._._ D � � LAV 0 r �o EXIST. ELEC. PANEL z z 0 IST. A IC ACC S Lu J LL, AC UNIT E EXISTING W w — — — — — — — — — — — — — REPAIR WALL — - --- - — — — j EXISTING CLOSET CLOSET EXISTING W CLOSET w EXIST. LU BEDROOM #1 o BEDROOM #2 ¢ NO PROPOSED ALTERATIONS NO PROPOSED ALTERATIONS J � w Z Ir o� EXISTING 00 EXISTING GARAGE I I v w ~ Ir FINISHED BASEMENT NO PROPOSED ALTERATIONS I I< CLOSET Lu xLo �Lu o w o / >U I REMOVE EXISTING EXISTING 2X10 @ 16" FLOOR JOISTS ABOVEw w O a U) REMOVE EXISTING ROOF FRAMING, :2 AC UNIT 79-1/2" FROM SLAB TO BOT. OF JOIST ° i SHEATHING AND ROOFING. w REPAIR WALL EXISTING =a EXISTING FLOOR FRAMING & — — — — — — ` — — — — — — — — o j FOUNDATION TO REMAIN UNFINISHED CELLAR z Lu j / EXISTING REMOVE PART OF CEIL. TO ACCOMODATE BATHROOM #2 NEW HVAC. NO PROPOSED ALTERATIONS / SH ER L I� r � EXIST. (2) 36" DOORS REMOVE EXIST. FULL LITE DOOR EXIST. (2) 48" GARAGE DOORS / i _ _ _ _ _ _ _ _ _ TO REMAIN TO REMAIN REMOVE EXIST. REMOVE EXIST. TO REMAIN EXIST.HOT WATER BASEBOARD HEAT WC C — — — — — — — — — C j RADIATORS CRADIATOR EXISTING 66"x52" DH UNITS TO REMAIN EXISTING BASEMENT PLAN EXISTING SECOND FLOOR PLAN EXIST. DH WINDOW EXIST. DH WINDOW TO REMAIN TO REMAIN ANORTH ELEVATION EXISTING RADIATOR TO BE REMOVED EXISTING DEN WALLS, FLOOR, CEILING, WINDOWS & DOORS TO REMAIN AS-IS 0 zz 3a _:i ow �o Cf)� EXIST. ENTRY x PORCH 11' REMOVE EXISTING NO PROPOSED ALTERATIONS AC UNIT REPAIR WALL ;> EXIST. DH WINDOW EXIST. DH WINDOW EXIST. ENTRY DOOR TO REMAIN TO REMAIN TO REMAIN EXI 4INGFLOOING NEW FLOORING S EXIST. L�j -� OS REMOVE ALL EXISTING RADIATORS I CLOSET SH ER CLOSET CREATE OPENING REMOVE FLOORING 1ST FLOOR AS INDICATED I FOR NEW WINDOW U. D - ec fx o z EXIST.BATHROOM REMOVE WINDOW z NO PROPOSED CHANGES Z (PATCH WALL) w0 00 FLOORING REMAINS F_ I o w F-1o EXISTINGw z REMOVE EXISTING RADIATOR–j-I Z z w I LIVING ROOM z x II ow LAV EXISTING w c� I FIREPLACE LJ U) NO WORK REMOVE & / Lu // RETAIN RADIATOR / REMOVESTAIRS / REF. / o C C / o DOORS // / o f/ AND jARTITIONS i�, % — — i REMOVE CLOSET oz D E 1 V 1 _ — L REMOVE PARTITION FOR REMOVE KITCHEN CABINETS, zW , NEW MILLWORK �� APPLIANCES & PARTITIONS wo FLOO AS INDICATED ~� // w PLAN, � /EXISTING � EXISTING REMOVE FINISH FLOORING SCREENED PORCH/ / DINING ROOM EXISTING 1 1 . 1 5 . 2 KITCHEN REMOVE ALL SCREENS, FRAMING EXIST NG FLOOR 4. 2 FRAMING TO REMAIN �OOF / REMOVE DOORS & PARTITIONS REMOVE WINDOWS & WALL FRAMING 1 2 AS INDICATED. PROVIDE TEMPORARY / BRACING AS REQUIRED. REMOVE WINDOWS & WALL i COORDINATE ALL REMOVALS WITH TO FLOOR STRUCTURAL REQUIREMENTS REMOVE EXIST. RADIATOR REMOVE EXIST. RADIATOR I (ER � � I EXIST. BAY WINDOW TO REMAIN REPAIR AS NEEDED ` �0'7 t r• 1 EXISTING I-IRST FLOOR PLAN 1 /4 = 1 U W = O U Q E EXISTING ROOF TO REMAIN REMOVE EXISTING ROOF FRAMING, F SHEATHING & ROOFING IL \-TO BE REPLACED W/ NEW- / / I W REMOVE SHEATHING & FRAMING FIF] T] REMOVE EXISTING SCREENING & W FRAMING @ PORCH n 77 1 VNER EXIST. DH WINDOW EXIST. DH WINDOW 3T. El RY DOOR EXIST. DH WINDOW EXIST. DH WINDOW ' TO REMAIN TO REMAIN TO E AIN TO REMAIN TO REMAIN \-ALL EXIST. CEDAR SHINGLE SIDING TO REMAIN y / / REMOVE STAIRS EXIST ENTRY EXISTING FLOOR FRAMING & PORCH FOUNDATION TO REMAIN NO PROPOSED ALTERATIONS EXISTING TO REMAIN A NORTH ELEVATION NO WORK PROPOSED will 17 w F -1 LJ EXIST. DH WINDOW TO REMAIN EXIST. DORMER TO REMAIN N REMOVE EXISTING ROOF FRAMING, M EXISTING ROOF TO REMAIN SHEATHING & ROOFING M REMOVE AC 7 REPAIR WALE - J REMOVE SHEATHING & FRAMING W � O O NOTE: _ _ � � / / O SALVAGE ANY 9" CEDAR SHINGLES r I I- & RE-USE TO PATCH WALLS. NEW / OPENING I �EPAIROWA4(I / EXST. CEDAR SHINGLE SIDING TO REMAIN If1 TII REMOVE EXISTING SCREENING & FRAMING @ PORCH EXIST. ENTRY i PORCH NO PROPOSED ALTERATIONS EXISTING FLOOR FRAMING & DEM O FOUNDATION TO REMAIN 0ELEVATION; / REMOVE STAIRS NOTE: SALVAGE ANY 9" CEDAR SHINGLES EXISTING TO REMAIN & RE-USE TO PATCH WALLS. NO WORK PROPOSED 1 1 . 1 5 . 2 3 . 12 .4 . 23 D WEST ELEVATION GEST E RED A --{ n y Q,-0 1 /4 1 -0 U W A NORTH ELEVATION = 0 U . Q E 9N'-4" —15'-92" 20 '- 1 - 1 /4" 15'-3-5/8" Z W � NOTE: C6 ALL EXISTING DIMENSIONS TAKEN Q c- FROM SURVEY 2.2 5.2 1 P Cu W W E EXISTING o LAUNDRY/STORAGE ,� @) NO PROPOSED ALTERATIONS X W E D w SINK Q EXISTING EXISTING POWDER ROOM UTILITY ROOM NO ROPOSED ALTERATIONS COORDINATE W/ REQUIREMENTS FOR NEW EQUIPMENT. WC �II — — LAV AIR iANDi ERS Fug ® D B 1 �o EXIST. ELEC. PANEL L - - -1 L - - -1 w ZO W Q � J W W J W F- W U) A Q �m �Lo F — CLOSET W NEW DUCTWORK & r - -I— _� - - - - - - - - AC REGISTERS _o I �- -- -- J ADD NEW FOUNDATION WALLS EXISTING o EXISTING GARAGE TO ALIGN W/ EXISTING v EXERCISE AREA0 N)l ADD 5/8" GYP. BD. @ WALLS & CEILING o � AS PER CODE REQUIREMENTS a O L® — — , I EXISTING 2X10 @ 16" FLOOR JOISTS ABOVE < HALLWAY 79-1/2" FROM SLAB TO BOT. OF JOIST NEW GYP.BD. SOFFIT EXISTING @ CEILING STORAGE AREA LL w NEW FRAMING @ SCREENED PORCH i = SEE STRUCTURAL DWG. NOTE: 11 ALLOW FOR THOROSEAL PAINT AT WALLS AND DECK PAINT @ CONCRETE FLOOR. ❑ I I PROVIDE THERMAL INSULATION AT CEILING JOISTS AND INSTALL 1/4" MASONITE CEILING ui TO BE PAINTED. 06 NEW AC CEILING EXIS-. FULL LITE DOOR EXIST. (2)- 48" GARAGE DOORS U �— -1I— —I EXIST. (2) 36" DOORS DIFFUSER FO REMAIN TO REMAIN T w❑ I �—I- - - - - - - - - TO REMAIN Lu❑ o I I I NEW WALL NEW WALL EXISTING 66"x52" DH UNITS NEW WALL O L- i— J TO REMAIN a �I FIXrURE FIXTURE c? FIXTURE V)v o II ( Q II I y � Y ' o i z J F � � W. r- - L- - - - - - - - —I I I � I- - - - - - - - L U-' i _II ❑ co LF ——J LINE OLID-OPMED W -DECK (_ — — LINE OF PROPOSED DECK Y I I w � 01 I w Cy)z U,❑ 0I I o _ _ LIGHT FIXTURE W LIGHT FIXTURE _ _ 7 ON COLUMN F- — — Q ON L � � LINE OF PROPOSED DECK /A 101 • ' 1 8'-0" 18'- 1 " 19'-4" BAS E M E W FLOOR PLAN BASEMENT FLOOR PLAN C�- SOUTlj ELEVATION 1 1 . 15 . 23 12 .4. 23 ;ISTE-p� e Q Lo IG,y� 9� p �t/ tea 163 �Y 0, Y, 1 /4" = 1 '-0" A NORTH ELEVATION (, W = O U � '-0" 15'-92" 20'- 1 - 1 /4" 15'-3-5/8" r 5.2 5.1 Q - - - - EXIST. - - - - - - EXIST_ — — — — E F- — NEW AC FLCIOR VENTS TYP. I Z II � W � I EXISTIG DEN II LI Q WALLS, FLOOR, CEI ING, WINDOWS & DOORS nn,, TO REM4IN AS-IS I W 2'1 5.0 L EXIST. ENTRY PORCH NO PROPOSED ALTERATIO S 1.1 1.o W EXIST. EXIST. EXIST. ENTRY DOOR TO REMAIN EXI ING FL00 ING AIR RETURN W ] �®— ] NEW FLOORING I n NEW AC FLOOR VENTS TYP. I Lt� EXIST. IS . EXIST. CLOSET SHO ER CLOSET ~¢ I I ENTRY HALL 1.2 U)< EXIST. WINDOW wo w I I REMOVE AND REPLACE FINISHED FLOORING W/ NEW 1X4 SOLID OAK WC I REMOVE WINDOW ILL EXIST.BATHROOM D (PATCH WALL) o •-N 1 O O NO PROPOSED ALTERATIONS oo O LL FLOORING REMAINS Lo LIVING ROOM w I~ M O Ow z w 4.0 O 2.O 2.1 REMOVE AND REPLACE FINISHED FLOORING EXISTIN z 57< Iz -- — LAV I O - - -NEWW/ NEW 1X4 SOLID OAK- - - - - - - - — NEW FIREPLA E L — z NO WO K Q > SIN ui NEW AC FLOOR VENTS TYP. - J — — — — — A z REF. Lu NEW HEADERS & BEAM. ¢ O I� Lu I— COORDINATE ALL NEW WORK w a, D R SE S p W/ STRUCTURAL DWGS. 13'-0" 6'-4" 5'-6" — FI� 9'-2" �pz I— >W CCL7' T RA. - - x a - - - - - - - - - - - - - - - - Q (n ALIGN I u W SUNROOM III DINING ROOM III I KITCHEN PAINTED WOOD CEILING I I I REMOVE EXIST. TILES & REPLACE WITH O li I I I NEW 1X4 SOLID OAK TO ALIGN WITH & NEW FINISHED FLOOR TO BE 1X4 SOLID OAK REMOVE AND REPLACE FINISHED FLOORING I I I MATCH ADJOINING FLOORING SCREENED 3 III p TO ALIGN WITH AND MATCH ADJOINING W/ NEW 1X4 SOLID OAK PORCH o0 ISI ISI _... A 'N TY _.____EXPOSED.R.Q_Q.F FRAMING irN WOOD CEILING 5/4x6 GARAPA DECKING TYP. . O � i — — — — — — — — w NEW STRUCTURAL RIDGE IIS NEW DROPPED BEAMS COORDINATE ALL NEW WORK COORDINATE ALL NEW WORK -NEW FLUSH BEAM RANGE ----}- W/ STRUCTURAL DRAWINGS. III W/ STRUCTURAL DRAWINGS. III COORDINATE ALL NEW • O WORK W/ STRUCTURAL DWGS. Qp CI I I I Lu_ II II AC IN BAS TYP. C I i T I LL Q50- 15'-3" 2'-11 " 8'-0" 3' 22 i O6. i - - - - -�- - -I- - - - �IxED- - - - - - — ___FIXED— E — — — —FIXED — — — — _ PASSIVE— — SEE STRUCTURAL DWGS n _T 1 EXIST. EXIST. EXIST. — J 3.0 3.1 3.2 _— PROPOSED DECK o 5/4x6 GARAPA DECKING TYP. EXISTING BAY WINDOW REPAIR AS REQ. NEW OUTDOOR R�� ^I SHOWERFps+ NEW CABLE RAIL SYSTEM TYP. tia'` �'�f r) Ml w ® Q O 1 � WINDOW SCHEDULEO DOOR SCHEDULE TYPE NOTES TYPE NOTES EXIST. DOUBLE HUNG UNIT LIVING ROOM NORTH ANDERSON A SERIES (2)DOORS DINING RM SOUTH 18'-1" 19'-4" EXIST. 1 .0 32x53 NEW A 64x83 LEFT:PASSIVE, RIGHT:ACTIVE EXIST. 1 , 1 B EXIST. DOUBLE HUNG UNIT LIVING ROOM NORTH p ANDERSON A SERIES (3)DOORS 32x53 NEW 98x83 LEFT:ACTIVE,CENTER:FIXED,RIGHT:ACTIVE DINING RM SOUTH EXIST. 1 .2 EXIST. DOUBLE HUNG UNIT RELOCATED LIVING ROOM WEST NEW C ANDERSON A SERIES (4) DOORS SUN RM SOUTH A 1 Ue RE-USED 28x53 v 181x96 LEFT:FIXED,CENTER:ACTIVE,CENTER:ACTIVE,RIGHT:FIXED SOUTH ELEVATION NEW 2.0 NEW ANDERSON A SERIES CASEMENT SUNROOM NORTH ANDERSON A SERIES (4) DOORS SUN RM WEST FIRST FIRST FLOOR PLAN C ACW 2450 28"x60" LEFT NEW D 142x96 LEFT:FIXED,CENTER:ACTIVE, CENTER:ACTIVE,RIGHT:FIXED. NEW 2. 1 ANEW CW ANDER 28NxA SERIES RIGHT NEW SUNROOM NORTH NEW CUSTOM BUILT SCREENED DOOR SCREENED PORCH SOUTH E 2'-9"x8'-O" VERIFY DIM. ON SITE FLOOR LOO K ^ EXIST. 3.0 EXISTING NEWING CASEMENT UNIT KITCHEN BAY WINDOW SOUTH CUSTOM BUILT SCREENED DOOR SCREENED PORCH WEST F 3'-0"x8'-0" VERIFY DIM. ON SITE EXIST. 3. 1 25x40EXISTING FIXED UNIT KITCHEN BAY WINDOW SOUTH NEW G CUSTOM FIXED GLASS PANEL SUN RM WEST PLAN TO ALIGN W/ SLID. DOOR "D" 3.2 EXISTING CASEMENT UNIT KITCHEN BAY WINDOW SOUTH NEW CUSTOM FIXED GLASS PANELS SUN RM WEST EXIST. 25x40 H TO ALIGN W/ SLID. DOOR "D" EXIST. 4.0 EXISTING DOUBLE HUNG UNIT BATHROOM EAST 27x44 11 15 .5 . EXIST. 5,0 EXISTING DOUBLE HUNG UNIT DEN EAST . 23 32x53 EXISTING DOUBLE HUNG UNIT NOTE: 12 .4. 2 3 EXIST. 5. 1 32x53 DEN NORTH EXIST. EXISTING DOUBLE HUNG UNIT CONTRACTOR TO VERIFY ALL FIELD DIMENSIONS 5.2 32x53 DEN NORTH EXIST. 6 0 EXISTING DOUBLE HUNG UNIT BEDROOM #1 WEST 2ND FL. ALL NEW WINDOWS AND DOORS WILL BE 28x45 ANDERSON A SERIES UNLESS OTHERWISE EXIST. 6 1 EXISTING (2) DOUBLE HUNG UNIT BEDROOM #1 SOUTH 2ND FL. NOTED. 54x46 EXIST. 7.0 EXISTING DOUBLE HUNG UNIT BATHROOM #2 SOUTH 2ND FL. ALL EXTERIOR FACES WILL BE WHITE & INTERIOR 28x37 WILL BE PRIMED WHITE. HARDWARE & SCREENS EXIST. 7 1 28x3ING DOUBLE HUNG UNIT BATHROOM #2 SOUTH 2ND FL. TO BE INCLUDED AS PER OWNER'S CHOICE. EXIST. 8,0 EXISTING DOUBLE HUNG UNIT BEDROOM #2 SOUTH 2ND FL. NOTE: 28x45 EXIST. 8. 1 EXISTING DOUBLE HUNG UNIT BEDROOM #2 EAST 2ND FL. CONFIRM MAKE AND MODEL OF ALL WINDOWS & 30x45 DOORS WITH OWNER PRIOR TO PLACING ORDER. OWNER TO APPROVE WINDOW & DOOR LIST 1 /4"= l'-O" PRIOR TO ORDER BEING PLACED r,r < CU E NORTH ELEVATION Z �0 rr r,r ca < (D EXISTING ROOF WE UJ P EXISTING ROOF PROVIDE & INSTALL NEW ATTIC THERMAL INSULATION AT AC AIR HANDLER EXISTING ATTIC/FRAMING. COORDINATE W/ MECHANICAL COORDINATE W1 HVAC INSTALLATION CONTRACTOR w IST. AT�ICACC S' Emcmumvq — — — — — — — — — — — — — — . . . . . . — — — — — — - — — — — - — — — — — -- - — — — — — — — CLOSET CLOSET w............ — — — — —-- — --— — — — — — — — Lu BEDROOM #2 0 Lu b.0 M_ u 0 T,t- -- — — — — - - - - - - - - - =1 — — — — — UZ �Luz <Lu w Ld kc)z I 8.1 <Lu & SLINROOM_ ATTI�, D -NEW RO F OVER SCREENED PORCH ACCES� PANEL ALL EXISTING 2ND FLOOR NO CHANGES B AIR RETURN 0 < w > < LLJ BATHROOM #2 > W w .. ................. BUILT-IN DRAWERS BUILT-IN DRAWERS Lij z 2ND FLOOR No CHANGES IR RETURN RN BATHROOM #2 SH ER U) W AC CEIL. AC CEIL. AC CEIL. < V Typ VENT LTYP, 0(1 VENT TYP. VENT TYP. I I uj ............... EXIST. EXIST. EKIST. L –Ex=-- — — — — — — E L — — — — — — DECK BELOW DECK BELOW os 10 0 W c ry c -------- - -- ---- ® r _L1........................ SECOND FLOOR PLAN SOU�H ELEVATION A 1U % SECOND FLOOR PLAN 11 . 15 . 23 12 . 4. 23 C,\ST FBF Lo Z _4 0 "Y I�A 1 /4„= 1 '-0” NEW ROOFING EXISTING ROOFING TO REMAIN U W = O EXISTING ROOF U U E EIs I xl I W --------- - ---- ---- -- -_ - - W Tm 1 11111 _0 NEW ROOF OVER SCREENED PORCH & SUNRM.-_....._----------__ or IJ� NO WORK @SECOND FLOOR T.0_2ND FL_ I Hill FCENEW CSAR SHINGLES TO MATCH EXISTING© EXIV. EXIST. DIST. \\ /� O \ 0 3.1 (9,/ W ^^� FIXED LRELNS J FIXED FIXED FIXED / \ U / L1. WOOD CAP STACABINLESS S ERAILI : EXISTING BAY WINDOW SEE CONNECCONNECTIONDETATA ILS \ / ON STRUCTURAL DWG. S-5 5/4x6 GARAPA DECKING - - - - - SEE STRUCTURAL DWGS S-2 & T..O.. 1ST FL. S_3 MAHOGANY TRIM @ MAHOGANY TRIM @ DECK TYP. DECK TYP. EX TI G E ISTI IG 6X6 MAHOGANY POSTS MAHOGANY POSTS TYP. E ISTI JG L MAHOGANY POSTS TYP. SEE TYPICAL SECTION S-5 SEE STRUCTURAL DWGS. / C LL R 00 S SEE STRUCTURAL DWGS. GRADE BEYONDJOE o Jul --NO WORK AT EXISTING LOWER FACADE/LEVEL EXIST. _GR_ADE _ EXISTING BASEMENT LEVEL PROP. GRADE SEE FOOTING DETAILS � � � � � � ON STRUCTURAL DWG. S-5 I I O r� 7 r� n FL -i � IM L- --J L- -U- --I L- -J L - -JL (DCSOUTH ELEVATION RAILING DETAIL r EXISTING CEDAR SHINGLES ■ CV xis . � M� NEW HIP ROOF EXISTING DORMER BEYOND OVER M NO CHANGES SCREENED PORCH EXISTING ROOF A PATCH SHINGLES - -_- ' OP E N G L E END ------ — ------ NEW ROOF EXTENDS OVER ® O 6.0 O SCREENED PORCH. SEE NEW PARTIAL FLAT ROOF @ SUNROOM PORCH ELEVATION. --- -- ---_ ___- WHITE ALUM. GUTTERS & LEADERS TO DRYWELLS AS NOTED ON STORM WATER RUN-OFF PLAN �I _ RELOCATED WINDOW EXISTING CEDAR SHINGLES ( I WATCH SHINGLOS FIXED FIXED AF IN OD WOOD CAP FIXED SCREENED FIXED FIXED RAILING TO CODE @ NEW DECK SCREENS DOOR DOOR SCREENS SCREENSuo% 10 EXTERIOR ELEVATIONS EXIST. MAHOGANY POSTS TYP. C D SEE STRUC U AL DWGS. NOTE: GC TO COORDINATE PATCHING OF EXTERIOR CEDAR SHINGLES WITH REMOVALS OF EXISTING I I I 1 1 . 1 5 ■ 2 3 THROUGH WALL AC UNITS F L -1 -1 F L -L L - -J L- - J I I 12 . 4. 23 I- 1— J 7 ��_G I S TFC, L-- —-J t�i 'F � L -i � L _L � L -i ALJ r- L � � �al (� WEST ELEVATION ( MINUS SCREENED PORCH ) SCREENED PORCH SOUTH SCREENED PORCH WEST SCREENED PORCH NORTHYoll 1 /4 1 -0 U EXISTING ROOFING TO REMAIN NEW ROOFING W E- -17 O U Q E z a� EXISTING ROOF TO REMAIN - W � __._._...-- NEW ROOF OVER SCREENED PORCH & SUNRM. Q �n G � T.O. 2ND FL. FLAT ROOF @ SUNRM. - - ----------------- --- E- CEJ XISXIS XIS XIS XIS fy�W N\ Li 2.0 2.1 / SCREENS LILI 11 1� [1110 Em JIF] 5.1 5.2 1.0 1.1 EXISTING SHINGLE FACADE TO REMAIN NEW CEDAR SHINGLE SIDING T.O. 1ST FL. NO NEW WORK F 11 Hill EXISTING TO REMAIN OA NORTH ELEVATION T7 vi IS . EXISTING ROOF TO REMAIN v T.O. 2ND FL. EXISTING SHINGLE FACADE TO REMAIN - - - - - - - - NO NEW WORK M' I W �- O i ® O EXIST. XI XIS . fy O N PATCH SHINGLES O ® C_ NEW STAINLESS STEEL CABLE SYSTEM AS NEEDED 4.0 - - T.O. 1ST FL. - EXTERIOR NOTE: ELEVATION GC TO COORDINATE PATCHING OF EXTERIOR CEDAR SHINGLES A p WITH REMOVALS OF EXISTING a THROUGH WALL AC UNITS 1 1 . 15 . 23 --I FL I -, 12 . 4. 23 B EAST ELEVATION mo 1 /4"= l '-O" U W E = O U c Q E z ( D RIDGE VENT W ASPHALT/FIBERGLASS ROOFING TO MATCH EXISTING ROOFING FELT 1/2" CDX PLYWD SHEATHING STRUCTURAL RIDGE - SEE STRUCTURE DWGS. — VENTILATION SPACE & INSULATION AS PER RESCHECK PATCH SHINGLES - FINISH CEILING W/ PAINTED T&G WOOD L _ J SEE STRUCTURAL DWGS FOR BEAM DETAILS � E — — SOFFIT & FASCIA TO MATCH EXISTING W /� WHITE ALUMINIUM GUTTERS TO MATCH EXIST. @) HEADER OVER DOOR - SEE STRUCTURAL DWGS S-4 & S-5 W E FOUR PANEL SLIDING GLASS DOOR @ DEN (PATCH SHINGL�s OPEN TO DINING ROOM I PAINTED GYP. BD. @ INTERIOR WALLS INTERIOR TRIM TO MATCH EXISTING WOOD CAP — — � NEW FINISHED WOOD FLOOR STAINLESS STEEL NEW CEDAR SHINGLE SIDING - CABLE SYSTEM RAILING SEE STRUCTURAL DWGS S-5 TYVEK HOUSE WRAP OR EQUAL O 1/2" CDX PLYWD SHEATHING 5/4x6 GARAPA DECKING 2X6 @ 16" OC STUD WALL SEE STRUCTURAL DWGS S-2 & INSUL. AS PER RESCHECK S-3 1/2" PAINTED T&G @ INTERIOR 6X6 MAHOGANY POSTS SEE TYPICAL SECTION S-5 O i smulfflown r o FL7 iIh O SECTION # 1 SUNROOM N (y) ty') W � --- O O O 0 � A lUt, SECTIONS 1 1 . 15 . 23 12 . 4. 23 cc110 �, y �iER r�,t�c'�'�� -y _ P 'Y dRK 1 /4 1 -0