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HomeMy WebLinkAbout50586-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE °J 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 #: 50586 Date: 4/24/2024 Permission is hereby granted to: Roosevelt, Dirck 340 Po uatuck Ln Orient, NY 11957 To: demolish existing dwelling and construct a new single-family dwelling as applied for per SCHD approval. At premises located at: 340 Po uatuck Ln Orient SCTM #473889 Sec/Block/Lot# 27.-3-4.3 Pursuant to application dated 3/4/2024 and approved by the Building Inspector. To expire on 10/24/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $5,237.50 CO-NEW DWELLING $100.00 DEMOLITION $959.80 Total: $6,297.30 Building Inspector � 6 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 I�tt. :�/www.Sou t oldto yn o � � ,. Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. ✓ )�) Building Inspector, k 11 �� 4 2102 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. FI : � ,• cry �., Date:02-22-2024 OWNERS)OF PROPERTY: Name:Brad Twohig & Jessica Zucker E:TM # i000-27-3-4.3 Project Address:340 Poquatuck Lane 0 i �th� Phone#:(203) 247-4394 Email:jlzucker@gmail.com, btwohig@gmail.com Mailing Address:453 Degraw Street, Brooklyn NY 11217 CONTACT PERSON: Name:Christopher Powers (Powers Hancock Design) Mailing Address:PO Box 400, South Jamesport NY 11970 Phone#:801-558-3501 Email:christopher@ powershancockdesign.com DESIGN PROFESSIONAL INFORMATION: Name:Christopher Powers (Powers Hancock Design) Mailing Address:PO Box 400, South Jamesport NY 11970 Phone#:801-558-3501 Email:christopher@powershancockdesign.com CONTRACTOR INFORMATION: Name:North Fork Woodworks, Inc. Mailing Address:PO BOX 1407, Southold NY 11971 Phone#:631-298-7900 Email:rachel@nfwoodworks.com DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair RDemolition Estimated Cost of Project: ❑Ot h e rDemolition of existing dwelling and accessory structurees Construction of new 2 slory single family dwelling $2,200,000 I Will the lot be re-graded? ❑Yes WNo Will excess fill be removed from premises? ❑Yes BNo 1 i PROPERTY INFORMATION Existing use of property:Residential Intended use of pro perty:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-80 this property? @Yes El No IF YES, PROVIDE A COPY. 19 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPUCATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal law. Application Submitted By(print name): �� d� S MAuthorized Agent ❑Owner Signature of Applicant: .--' Date: 10 --Z6 -Z3 ail STATE OF NCdt6 K Z:O N SS: COUNTY OF MR-►"� � .) Ou w� C L7 r ' C1-� k-e-" being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the e17 (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 i* t ion file therewith, r Sworn before me thisor " �G day of Dc 20 — * otary Public !i, c5°pp (Where the applicant is not the owner) Jessica Zucker residing at 453 Degraw Street, Brooklyn NY 11217 Powers her t iso do hereby authorize Christopher to apply on my behalf to the Town of Southold Building Department for approval as described herein. 10/25/2023 Owner's Signature Date Jessica Zucker Print Owner's Name 2 Evan T. Steffens National grid Senior Supervisor Gas Customer Connections,NY April 24, 2024 Jessica Zucker 340 Poquatuck Lane Orient,NY It 957 E-Mail: JLZUQ Eff v MAIL,COL4 . RACHELLiMWOODWORKS.COM National Grid WO#: T 102611472 Service Address: 340 Poquatuck Lane Orient, NY 11957 To Whom it may concern, This Letter is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service line. By Law, excavators and contractors working in New York City and Nassau and Suffolk Counties must contact New York"811" at least 2 full business days, not including the day of contact, prior to digging by calling "811" or by using the website httr)s://newyork- 811.com/. This confirmation letter of no active gas service line to the subject property does not relieve the excavator of contacting NY "811". If you have any further questions, kindly contact me at 833-359-0645. Respectfully, Evan T. Steffens Senior Supervisor Gas Customer Connections NY 1650 Islip Ave,Brentwood NY 11717 T: 833-359-0645 evan_steffens et:natic�nalgfid.com pg, ndlirud roees in ��national rid.00n 4/24/2024 TWOHIG ZUCKER 2020 REV TRT Service To: 810 TRAVELER ST 340 POQUATUCK LA SOUTHOLD NY,NY 11971 ORIENT,NY 11957 Customer Project#:900000194420 Dear TWOHIG ZUCKER 2020 REV TRT: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law(NYCRR Part 753) requires all contractors to call for a utility locate (NY 811)prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service, whether or not your home or business uses natural gas. If you have any questions regarding the above, please contact Building& Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Katherine Giane/lllii ow Building & Renovation Services PSEG-LI Generated by REScheck-Web Software Compliance Certificate Project 340 Poquatuck Lane Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 5,428 ft2 Glazing Area 20% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 340 Poquatuck Lane 340 Poquatuck Lane Powers Hancock Design Orient, New York 11957 Orient, New York 11957 631-480-3037 christopher@powershancockde Compliance: 19.9%Better Than Code Maximum UA: 1062 Your UA: 851 Maximum SHGC: 0.40 Your SHGC: 0.30 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. Sllab-oin girade tradeoffs au•e no longer ooi nsideired sin the FDA our Iperfu:armanioe coirnpllliance paths inn PIS.:Aolhaeck. Each slab.-on-grade assernt,alya un the specs led ol°umate zone must n°neet the u°aaunliinnu.urn ene iigy code iinsuilatiiorl P-value and depth requirements. Envelope - e-m lies s Flat Ceilings: Cathedral Ceiling 1,429 39.0 0.0 0.027 0.026 38 37 Skylights, Flat: Vinyl Frame 24 0.500 0.550 12 13 SHGC: 0.40 Hot Roof: Cathedral Ceiling 2,574 39.0 0.0 0.027 0.026 69 66 Skylights, Hot Roof:Vinyl Frame 25 0.500 0.550 13 14 SHGC: 0.40 AGW Main: Wood Frame, 16" o.c. 5,611 23.0 6.6 0.039 0.060 168 259 Windows: Vinyl Frame 1,296 0.300 0.320 389 415 SHGC: 0.30 AGW Garage: Wood Frame, 16" o.c. 483 23.0 0.0 0.055 0.060 26 28 Garage Door: Solid Door(under 50%glazing) 18 0.200 0.320 4 6 Project Title: 340 Poquatuck Lane Report date: 04/10/24 Data filename: Page 1 of10 REScheck Software Version : REScheck-Web Inspection Checklist C�(J Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. ...,� ...Plans Verified -Field. � _._w ... �.. Pre-Ins Section Value Value fied _.. & Re I D P ----- 103.1� Construction cd an/Plan Review Complies?pComments/Assumptionswill bemeet wings and ❑Cam lies Requirement w' 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the ❑Not Observable building envelope.Thermal envelope represented on []Not Applicable _ construction documents. 103.1 'documentation drawings and � � ❑Complies Requirement w 103.1, Construction g __.. rement will be met. demonstrate ❑Does Not 403.7 energy code compliance for [PR3]' lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC ;Commercial Provisions. ....._ . .. ti.. ... .. ..... M..� ......._..._. �w _ _. ...__.. 302.1, Heating and cooling equipment is Heating: Heating. ❑Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: []Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 Hl h Im act(Tier 1) 2 Medium Impact(Tier 2) 3 Low Im act(Tier 3)... g P .._ ..... �1 p (Tier 3 Project Title: 340 Poquatuck Lane Report date: 04/10/24 Data filename: Page 3 of10 ..._# �F­r' a inµ-/ Rough-in . ..'... Plans Ver fi 'd ^ Flelld uefied ' W vNComments/Assumptions Section lue h-In Inspection Complies? & Re ID ElComlies See the 402.1.1 Door U-factor. U- U ❑DoespNot table for E aluePeAssemblies [FR1]1 ;❑Not Observable ❑Not Applicable 402.1. . ... ...._. _. _......_ _ _ . . m .._....... ......�� Glazing U-factor(area-weighted U- U ❑Complies see the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, []Not Observable 402.5 402.5 ❑Not Applicable 303.1 U-factors of fenestration products .mm. 3 ❑Complies Requirement will be met. [FR4j1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. [:]Not Observable ❑Not Applicable 402.1.1, SkylightU-factor. U..... _. U ............ ElCo splios_.......� _. ��....._sse Assemblies .See the Envelope Assemblres 402.3.3, Do N table for values. 402.3.6, ❑Not Observable 402.5 ' [02.5 ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies Requirement will be met. �[FR2311 installed per manufacturer's ❑Does Not instructions. []Not Observable ❑Not Applicable _ Fenestration that is not site built mm.,. ElCom plies Requirement will e . 402.43 p' q be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC []Not Observable 400 that do not exceed code ❑Not Applicable limits, I402.4.5 IC-rated recessed lighting fixtures ❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies Requirement will be met. [FR12]] '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 ifor< 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 joints/seams compliant with .International Mechanical Code or ❑Not Observable International Residential Code, as ❑Not Applicable applicable. .....,. - ......... . .... _ _ ._. ._ q ,_ .. 3.5 Building ❑ cavities are not used as Comp lies Requirement will be meta [FR1 5]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable __ ...m..._m. ,..�......... .._._. _ ..._._ 403.4 HVAC piping conveying fluids R- R ;❑Complies Requirement will be met, [FR17]2 above 105 °F or chilled fluids ❑Does Not below 55 °F are insulated to >_R- 3 []Not Observable ❑Not Applicable rr 1 High Impact(Tier 1) 2 ry Medium Impact(Tier 2) 3 Low Impact(Tier 3) .. Project Title: 340 Poquatuck Lane Report date: 04/10/24 Data filename: Page 5 of10 se.. _-__ Plans Verified �Field Verified w.. ... ......... ,....,..... _.....a... ct�on ? _.. ................... # Insulation Ins ection Com Ices. Comments/Assumptions tfons i & Re ID Value Value ...., ....... P p P 303.1 All installed insulation is labeled ❑Complies Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable .... _........._.._... _ ...�.m- , -_____.________� 402.1.1, Floor insulation R-value. R- R ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ,❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable _. 303.2, Floor insulation - _ ._................... installed per ❑Complies Requirement will be met. 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor, or floor ❑Not Observable :framing cavity insulation is in ❑Not Applicable contact with the top side of !sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a; R- R ]Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/7 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable -----_.----..--.--.... _ .e, ���... ... „ ...._......... ... �� ... . 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not [-]Not Observable []Not Applicable Additional Comments/Assumptions: .. ... ... 1 High Impact(Tier 1) 2Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: 340 Poquatuck Lane Report date: 04/10/24 Data filename: Page 7 of10 & R# Final _._... .._.,... d ....,....,.. ._ coon Inspection Provisions Value Value Complies? Comments/Assumptions Plans Vermf'ed Field Verified p eq ID 403.6.1 ..All mechanical ventilation ..._. ....... ... system ❑Complies Requirement will be met. [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable w.............._....___._._._...... 40.32 t wate _ . _W__W..... .. ....._�� . Hot boilers supplying heat ❑Complies Requirement will be met. [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. �.5.1.1 Heated water circulation systems ❑Complies Exception: Requirement is [FI28]2 have a circulation pump.The []Does Not not applicable. system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. _. ...... . ...... .. ,_._,.... _ __ .� ��_ .. 403.5.1.2 Electric heat trace systems ❑Complies Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515. Controls automatically adjust the energy input to the [-]Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. ................. 403.5.2 Demand recirculation water ❑Complies Exception: Requirement is F130 2 systems have controls that ❑ :not applicable. Y Does Not PP manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 104°F. ..............__ �. .._ 403.5.4 Drain water heat recovery units ❑Complies Requirement will be met. [FI31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat []Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 1 ° g -anent ElComplies Requirement will.................. e-m [FI6] fixtures have high efficacy 404.1 90/o or more of permanent et. icacy lamps. ❑Does Not []Not Observable ❑Not Applicable _ ...... 404.1.1 .. .Fuel gas lighting systems have _ .. .......... .. .... ❑Complies_....._ . Requirement will beme. t. [F123] no continuous pilot light. []Does Not []Not Observable ❑Not Applicable _ ».... ... ........... 401.3 Compliance certificate posted, ❑Complies Requirement will be met. [FI7]2 []Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) .�.._..:._.,,�� � ....._� �. Project Title: 340 Poquatuck Lane Report date: 04/10/24 Data filename: Page 9 of10 Energyc '2018 IECC l�(j Eff'iclency Certificate Above-Grade Wall 29.60 Below-Grade Wall 0.00 Floor 38.00 Ceiling /Roof 39.00 Ductwork (unconditioned spaces): Window 0.30 0.30 Door 0.20 Skylight 0.50 0.40 IliMMUCEME M C Heating System: Cooling System: Water Heater: Name: Date: Comments 150 115 4 2 [50]*6n[150]Jamb o 12.7 1 j"[27]*1 r[32]T—bar ` 2"[50]*2j"[65/50] P—tube N to r 0 1 nsl 50 740,7 740.7 740.7 740.7 740.6 740,7 50 180"14572 100 CD- § c:'' rLeft Hand 150 3 $ g' £ $_ Active lu CUSTOMER NoelOneil_Rev.1 DATE 2024.4.9 GLASS Clear+Low E DOOR HANDLE No COLOR Black QUANTITY 1 Set _ 4 248 Scott A. Russell SUFFCIr S T0]KMWA\T]E]k SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 'p 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold C .DER 236 - STORMWAT"ER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT � ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) ,° l NAME: Christopher Powers Date: .. li �sro,gn 03.05.24 r i ; Ian u al Contact Information: cterrito he!r ° owershancoo deei n. r. l L Mad& Telephone Numheil 801-558-3501 r ' Property Address / Location of Construction Site: , W eI xI 11 340 Po uatuck Lane S.C.T.M. #: 1000 Orient NY 11957 District 27 3 4.3 jt C Section Block Lot �bl TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT "y ❑ - Area of Disturbance is less than I Acre. No S.P.D.E.S. Permit is Re uired I Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit Is Re aired l 1 Area of Disturbance is Greater than 1 Acre& Storm water Runoff Discharges Directly ❑ to Waters of the State of New York. THE APPLICANT MUST OBTAIN a SRD.E.S. Permit byDIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Buildln Permit. I r. 1 ❑ - Area of Disturbance is Greater than I Acre &Storm-water Runoff Flows Through Southold i Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering De artment I Prior to Issuance of a Building Permit. I 1��J4 Date: Reviewed By: ' Fl1R M x CM('P-T(1C(lrtnhar 90 1 qi A, LJ�J - 2/18/24 R-23 0577 N FOR MAXW11-im BEDROOMS �O " �. :I � � R \ S .,F:' 0 IR.A etlIT'Hhczfli AahVa'don and Conso,L0 Ooni of thd;T: S,:�vvar,,e NSh;YeY sa sy"ut II"pV titer fin the Walk County Pgpl,. of Health.Services. advance, to schedule inspection(s) mmw � R , 0ofE TAR LOT 404 MU ° Hum x� ,o 9420 M S71�ET 4 8 10 2m 1. A �� � � ,, Z LAM REMooanorr 8 W VEY TAR LOT 42.5 FRAME RE MENCE a Y-C lu 340 POQUATUCK LANE ORIENT NY 11957 SCTM # 1000-27 -3-4 . 3 APA 1 --- - I -• it -i -- -- ---- - I i I I ' i I I I I - I I I I - , i I - .Q b i I - - - I I i I I I _ -- i ' I I SHEET LIST SHEET TITLE DATE ARCHITECTURAL A-001 Site Plan & Project Info 2/22/24 A-020 Window & Door Schedules 2/22/24 ILL- A-100 Foundation Plan 2/22/24 A-101 1 st Floor Plan 2/22/24 A-102 2nd Floor Plan 2/22/24 A-103 Roof Plan 2/22/24 A-200 Elevations 2/22/24 A-201 Elevations 2/22/24 A-300 Building Sections 2/22/24 A-301 Building Sections 2/22/24 A-400 Wall Sections 2/22/24 A-713 Stair Details 2/22/24 STRUCTURAL S-000 General Notes 2/22/24 S 100 Foundation Plan _ 2/22/24 S-101 First Floor Framing Plans 2/22/24 S-102 Second Floor & Lower Roof 2/22/24 POWERS HANCOCK DESIGN Framing Plan S-103 Upper Roof Framing Plans 2/22/24 P.O. Box 400 S-104 Ceiling Joist Plan 2/22/24 South Jamesport NY 11970 S-200 Typical Foundation Details 2/22/24 Phone. 801-558-3501 S-201 Typical Framing Details 2/22124 Powers H a n co c k Design.co m S-300 Sections & Details 2/22/24 S-301 Sections & Details 2/22/24 n n ,kV i KI) E U, K E uE FN S-302 Sections & Details 2/22/24 S-303 Sections & Details 2/22/24 S-304 Sections & Details 2/22/24 Issue Date: Set: SITE PLAN GENERAL NOTES PROPERTY N 3/1/23 Survey Update OT ES 3/1/23 Structural Engineer 4/17/23 Structural Engineer 5/10/23 Preliminary Pricing 1.THE GENERAL CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONSTRUCTION DOCUMENTS AND SHALL AT ONCE REPORT TO THE ARCHITECT ANY ERROR, SCTM# 1000-27-3-4.3 12/12/23 Pricing Set INCONSISTENCY,OR OMISSION HE/SHE MAY DISCOVER.CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT CONSTRUCTION DOCUMENTS, 2/22/24 Permit Set OR WHERE REQUIRED,APPROVED SHOP DRAWINGS,PRODUCT DATA OR SAMPLES FOR SUCH PORTION OF THE WORK. PROPERTY 340 POQUATUCK LANCE 2.THE CONTRACTOR,IMMEDIATELY UPON APPROVAL OF CONSTRUCTION PRICING,SHALL PREPARE AND SUBMIT FOR THE OWNER'S INFORMATION AN ESTIMATED ADDRESS ORIENT NY 11957 i PROGRESS SCHEDULE FOR THE WORK DESCRIBED IN THE CONSTRUCTION DOCUMENTS. -_�--�_ 3.THE CONTRACTOR SHALL MAINTAIN,AT THE SITE FOR ARCHITECT,ONE RECORD COPY OF ALL DRAWINGS,SPECIFICATIONS,ADDENDA,CHANGE ORDERS AND OTHER ZONING R80 MODIFICATIONS,IN GOOD ORDER AND MARKED CURRENTLY TO RECORD ALL CHANGES MADE DURING CONSTRUCTION,AND APPROVED SHOP DRAWINGS,PRODUCT DATA AND SAMPLES. LOT SIZE 248,329.53 sf I o F y41 4 4.EACH CONTRACTOR/SUBCONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP AND REMOVAL OF DEBRIS AS RELATED TO HIS TRADE.SPACE SHALL BE LEFT CLEAN �W 7g0.32' AND READY FOR NEXT TRADE.AT FINAL PHASE CONTRACTOR SHALL LEAVE AREA CLEAN FOR OWNER MOVE-IN. ALLOWABLE - 35' (SLOPING) I N _ BUILDING HEIGHT 25- (FLAT OR MANSARD) W 5.WALL CONSTRUCTION DIMENSIONS ARE FROM FRAMING FACE TO FRAMING FACE U.N.O. °\� EXISTING SHED TO BE REMOVED PROPOSED -31'-0�� a G 6.UNLESS OTHERWISE PROVEDED IN CONTRACT DOCUMENTS,CONTRACTOR TO PROVIDE AND PAY FOR ALL PERMITS, LABOR,CONSTRUCTION EQUIPMENT AND EOGL \1, MACHINERY,TOOLS,TRANSPORTATION AND OTHER FACILITIES AND SERVIES NECESSARY FOR PROPER EXECUTION AND COMPLEATION OF WORK.CONTRACTOR TO PAY ALL ENERGY CODE COMPLIES WITH 2O20 IECC S32'O1'5O"E - OF CLEPRI w j, SALES,CONSUMER,US AND OTHER SIMILAR TAXES FOR WORK OR PORTIONS THEREOF PROVIDED BY CONTRACTOR,WHICH ARE LEGAL ENACTED AT TIME OF I O -- -- -- -_ -- -- -- - -- _.__ - --- SIDE YARD SETBACK LINE � N I�e� � CONSTRUCTION. _ _ _AS PER YARD SETBAC CODE - _ __ _ --- N G o ALLOWABLE LOT COVERAGE - LOT 5 7.CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK,USING CONTRACTORS BEST SKILL AND ATTENTION.CONTRACTOR TO BE SOLELY RESPONSIBLE FOR ALL cn / __ __ _-�J--_ PRO OSED 0 -- -- ---. _-- -{ -- _ ��_ SIDE YARD SETBACK LINE m�o Ip to Q -TAX L_ --- GRAVEL- o _- _- -- - - AS PER SUBDIVISION C&Rs 'o ?N W CP CONSTRUCTION MEANS,METHOD,TECHNIQUES,SEQUANCES AND PROCEDURES,AND SHALL COORDINATE ALL PORTION OF THE WORK. (20% of Lot Area) = 49,665 sf DRIVEWAY -- _ - Z IZ x �p LOT COVERAGE EXISTING SHED TO BE REMOVED o p m Vj 8.CONTRACTOR SHALL BE RESPONSIBLE TO OWNER FOR THE ACTS AND OMISSIONS OF THE CONTRACTOR'S EMPLYEES,SUBCONTRACTORS AND THIER AGENTS AND EMPLOYEES,AND OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A CONTRACT WITH CONTRACTOR. PROPOSED LOT COVERAGE Proposed Dwelling 5,202 Sf 0 pX LOT 4 j o / �� L_+ $- �. 1 40'.- 9.CONTRACTOR AT ALL TIMES SHALL ENFORCE STRICT DISCIPLINE AND GOOD ORDER OMONG CONTRACTOR'S EMPLOYEES AND WILL NOT EMPLY ON THE WORK ANY UNFIT o 0 o j j ' 3 I I ----EXISTING FENCE TO BE REMOVED / - PERSON OR ANYONE NOT SKILLED IN THE TASK ASSIGNED TO THEM. o JJ o G W I i o 10.CONTRACTOR WARRANTS TO THE OWNER THAT ALL EQUIPMENT AND MATERIAL FURNISHED UNDER THIS CONTRACT WILL BE NEW,UNLESS OTHERWISE SPECIFIED,AND (- - -- ------EXISTING 2 STORY _ - - ALL WORK WILL BE OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH CONTRACT DOCUMENTS.ALL WORK NOT CONFORMING TO THESE ALLOWABLE GROSS FLOOR AREA O PROPOSED SEPTIC SYSTEM) WOOD FRAMED DWELLING '' REQUIREMENTS,INCLUDING SUBSTITUTIONS NOT PROPERLY APPROVED AND AUTHORIZED,MAY BE CONSIDERED DEFECTIVE AND WILL BE REMOVED&REPLACED AT THE 10,100+(.01x48,329) = 10,583 sf �{ REF.PLANS BY TO BE REMOVED CONTRACTOR'S EXPENSE. a I DILANDRO ANDREWS ENGINEERING o o \ PROPOSED GEOTHERMAL 11.CONTRACTOR WILL BE PRESUMED TO HAVE INSPECTED AND TO HAVE READ AND TO BE THOROUGHLY FAMILIAR WITH THE CONSTRUCTION DOCUMENTS.FAILURE OR PROPOSED GROSS FLOOR AREA I l9s9o2 PROPOSED COVERED WOOD DECK 3 OMISSION OF ANY CONTRACTOR TO EXAMING ANY FORM,INSTRUMENT OR DOCUMENT SHALL IN NO WAY RELIEVE THE CONTRACTOR FROM ANY OBLIGATIONS IN RESPECT GROSS FLOOR 2nd Floor lv so Q r 10' �10' �. BOREHOLES&TRENCH z y sq�'v,��P.o�os LINE OF EXISTING DRIVEWAY - �I,'l`-- 3,603 sf r_ TO HIS/HER WORK. AREA 1st Floor 4.237 sf r% o�os ° �e TO BE REMOVED MIN. MIN. 20�TB si°9c hy`�9s `OOF c�li� P2F J J I \ EXISTING MAN MADE POND 12.ALL FINISHES,SPECIFIED OR NOT,SHALL BE APPROVED BY OWNER/ARCHITECT FOR SUITABILITY PRIOR TO APPLICATION. TOTAL 7,840 Sf F 2 s 3 i PROPOSED 2 STORY 1 3 WOOD FRAMED DWELLING z 13.WHERE SPECIAL ITEMS REQUIRE EXTENDED LEAD TIME PREVENTING INSTALLATION BY PROJECTED MOVE IN DATE,CONTRACTOR IS TO PROPOSE AN AVAILABLE ARE PRICING FOR POSSIBLE TEMPORARY ASSEMBLIES AND *Calculations include counting sf twice for spaces \�, \ PROP�ED L�iL11_ii ALTERNATE FOR APPROVAL BY OWNER/ARCHITECT AS WELL AS TO PREP OR FINISHES.\ / / GRAVEL BSIANTSTAIR i V LINE OF 2nd STORY ABOVE(TYP.) I with floor-to-ceiling height in excess of 15ft. DRIVEWAY I 14.ALL CONSTRUCTION TO BE PER APPLICABLE AND GOVERNING CODES AND AUTHORITIES.THE CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONFLICT BETWEEN THE PROPOSED SCREEN PORCH �, DRAWINGS AND GOVERNING CODES PRIOR TO BEGINNING CONSTRUCTION. � (Under 2nd Floor) Non 15.ALL PLANS ARE DRAWN TO SCALE AS MUCH AS POSSIBLE,BUT ARE NOT INTENDED TO BE AND SHOULD NOT BE SCALED. WINDOW & DOOR PROTECTION / \ \ c N 1 ` 16.CONTRACTOR TO VERFIFY ALL DIMENSIONS,CONDITIONS,ETC.PRIOR TO SUBMISSION OF PROPOSALS AND TO FAMILIARIZE THEMSELVES TIH EXISTING CONDITIONS AS •1 / / \\ �yD WD STOOP \°2 a J Z 3 ` TAX LOT 4.3 1 WELL AS NATURE AND SCOPE OF THE WORK.NOTIFY ARCHITECT IN WRITING OF ANY VARIATIONS OF DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION. LU 1 / F9� w 0 17.CONTRACTOR TO BERIFY SIZE,LOCATION AND SHARACTERISTICS OF ALL MECHANICAL AND ELECTRIAL EQUIPMENT AND PREPARE ALL SUFACES ACCORDINGLY. ALTERNATE TO 140 MPH CERTIFIED WINDOW "7� �Ooc ;i �ziF� 0 18."TYPICAL"MEANS TYPICAL FOR ALL SIMILAR CONDITIONS U.N.O. \ �� W L WINDOW AND 00 0) SIDE YARD SETBACK LIN\ PROPOSED WELL LOCATION 1 19.ALL GYPSUM BOARD PARTITION RETURNS SHALL HAVE METAL"L"CORNER BEADS FLOOR TO CEILING. DOOR PROTECTION FOR WOOD FRAMED BUILDINGS ASPERSUBDIVISIONC&Rs T` l 01, SIDE YARD SETBACK LINE 20. PROVIDE REQUIRED FLASHING AT ALL ROOF BREAKS,CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS, WINDOWS AND DECKS ETC. LIGHT WOOD-FRAME WALL � R TpIVN CODE 21."ALIGN"MEANS SIMILAR COMPONENTS OF CONSTRUCTION(EG WALLS,JAMBS,ETC.)SHALL ALIGN ACROSS VOIDS OR WITH EXISTING WALL. O _ PLYWOOD OPENINGS PROTECTION;THICKNESS \ W 22.GENERAL CONTRACTOR TO COORDINATE KEYING SYSTEM WITH OWNER. DEPENDS ON WINDOW OPENING 252.70' N29018'50"W \ - -- --- -- - - - - -- --- -- -- - `L -- -- - o WIDTH(I) -- - - 23.ANY ACCESS OR PENETRATION IN SOUND INSULATED PORTION OF WALLS BY PIPES, DUCTS AND OTHER ELEMENTS TO BE SEALED OFF TO PREVENT SOUND NO2 ,06 700 \ \ -- - - - - -- -- -- - - _ -- -- -- -- - -- -- - - -- -� TRANSMISSION. 4�001, 24.CONTRACTOR IS TO PROVIDE ADDITIONAL ANCHORING AND/OR BLOCKING IN STUD PARTITIONS AS NECESSARY.CONTRACTOR SHALL FLASH PATCH AREAS WHERE NOTE: IN LIEU OF SCREWS,LUGS C) o �� J FLOOR IS ROUGH AND CRACKED PRIOR TO INSTALATION OF FLOORING AND TO REMOVE ALL OBSTRUCTION,AND IS TO PROVIDE AN EVEN FLOOR IN THE TIME FOR WITH NUTS AND WASHERS MAY Cp 345.68' N32 01 50 W SCHEDULED FLOORING INSTALLATION. BE USED sE Drawing Legend: M O TAX LOT 43.6 25.FLOOR IS NOT TO EXCEED A 1/8"SLOPE PER EVERY 10'-0"UNDER ALL MILLWORK DETAIL► TAX LOT 44 A ' _ _ _ _ _ _ Wall/Element To Be Removed 26.ALL WALL ANGLES ARE EITHER 90 DEGREES OR 45 DEGRESS U.N.O. o Existing Wall To Remain 27.ALLREQUIRED FIREPROFING IS TO BE U.L.APPROVED. FRAMING;- -_- New Wall 3"No'8 SCREWS 12"O.C. 00 28.OWNER,WITHOUT INVALIDATING THE CONTRACT,MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING,ADDING TO OR DEDUCTIN FROM THE WORK,THE Existing P.C.Foundation Wall CONTRACT SUM BEING ADJUSTED ACCORDINGLY.ALL SUCH WORK SHALL BE EXECUTED UNDER THE CONDITIONS OF THE ORIGINAL CONTRACT,EXCEPT THAT ANY CLAIM New P.C.Foundation Wall TAX LOT 43.1 TAX LOT 43.11 FOR EXTENSIONS OF TIME CAUSED THEREBY SHALL BE ADJUSTED AT TIME OF ORDERING SUCH CHANGES. - WASHER(TYR) [�"%''��'�'-1 Existing CMU Foundation Wall 29.IF CONTRACTOR CLAIMS THAT ANY REVISION TO THE DRAWINGS INVOLVES EXTRA COST UNDER THIS CONTRACT HE/SHE SHALL GIVE OWNER WRITTEN NOTICE THEREOF `�1/2"PLYWOOD New CMU Foundation Wall WITHING A RESONABLE TIME AFTER RECEIPT OF SUCH INSTRUCTIONS.IN ANY EVENT,BEFORE PROCEEDING TO EXECUTE THE WORK,AND THE PROCEDURES SHALL THEN BE PROVIDED FOR IN THE CHANGE IN THE WORK.NO SUCH CLAIM SHALL BE VALID UNLESS SO MADE,UNLESS OTHERWISE AGREED.NO PAYMENT ON SUCH BILLS WILL BE GLASS-- ------- Lines Above MADE UNTIL FINAL SETTLEMENT. PLASTIC-COATED ---_-__-__ �A. - Lines Below PERMANENT WOOD SCREW 30.OWN ER/ARCH ITECT/CONTRACTOR WIL LCONDUCT A JOB PUNCH LIST WHEN CONSTRUCTION IS SUBSTANTIALLY COMPLETE.CONSTRUCTION IS CONSIDERED TO BE - ANCHORS --------- Guidelines SUBSTANTIALL YCOMPLETE WHEN ALL ITEMS SPECIFIED,DRAWN OR DETAILED IN THE CONSTRUCTION DOCUMENTS HAVE BEEN COMPLETED.CONTRACTOR SHALL GLASS v COMPLETE ALL PUNCH ITEMS WITHIN TWO(2)BUSINESS WEKKES OF RECEIPT OF PUNCH LISTS,UNLESS OTHERWISE AGREED UPON. G 1/2"PLYWOOD Door Tag U � 31.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FILING ALL PHASE OF THE WORK AS REQUIRED BY FEDERAL,STATE,COUNTY AND MUNICIPAL LAW. FRAMIN 32.CONTRACTOR SHALL NOTIFY OWNER/ARCHITECT IMMEDIATELY IF HE/SHE CANNOT COMPLY WITH ALL NOTES CALLED FOR ON ALL DOCUMENTS AND DRAWINGS PRIOR 101 Window Tag v TO CONSTRUCTION. ti WASHER(TYR) x_ Section X, O 33.CONTRACTOR SHALL FURNISH AND INSTALL ANY AND ALL ITEMS REQUIRED TO MEET SAFETY CODES AS REQUIRED BY ALL APPLICABLE FEDERAL,STATE&LOCAL , Sheet A-XXX 0- GOVERNING ORDINANCES,CODES&REGULATIONS. No.8 SCREWS 12"O.C. ®®®® 34.CONTRACTOR SHALL FURNISH AND INSTALL ANY AND ALL ITEMS REQUIRED TO MEET ACCESSIBILITY STANDARDS AS REQUIRED BY ALL APPLICABLE FEDERAL,STATE& DETAIL A TYPICAL ATTACHMENT OF ,"�--� Detail Tag �f LOCAL GEVERNING ORDINANCES,CODES&REGULATIONS. PLYWOOD OPENINGS PROTECTION TO xx L `= WOOD-FRAME BUILDING _ PLUMBING RISER DIAGRAM x Elevation Tag x xOx Interior Elevation Tag 1 ROOF 4"Vent Thru Roof 4"Vent Thru Roof 4"Vent Thru Roof x 0 o2„--,-- -�-- i-i--2" _.z„`I---I---�--- r-�-- _ Architect: trj I T 12„ - 2„ 2° f I li 1/2°Iz„ T T- -„ 1 I 1 - 1 `1 1/2" I I I1 1/2" 1 h i/2" li 1/2"12" I I I 2' 2' li 1/2" 12" 1 1/2" LAV. LAV. SINK i LAV. i LAV. LAV LAV. I 1 Powers Hancock Design Washer HOWE 4"Vent Thru Roof SHOWER S,P'WER T6B SHOWER P.O.Box 400 > �7- w.C. �W-c . W.c. 1 g South Jamesport NY 11970 /ROOF 1 1/2" 3" 2" 2" 2�� 2" 1 1!2" 3")2" 1 1/2" 3" )2",CY) 31 1/2 1 1/2 801-558-3501 TAXLOT 42.2 C.O.� C.O. a" C.O. C.O. G S BATH 5 STUDIO LAUNDRY 2 BATH 2 BATH 3 PRIMARY BATH 4 Landscape Architect: �1 Marshall Paetzel Landscape Architecture O. (� �� 2 ,_�-- r_.„•T--2�� .���,--, 2„•-�_ __ --2"_.�_- 5175 Route 48 1 12 2 1 11 1/2",2" 11 1/2" 1 Phone:(631)-209-2410 T--1 I I ( I I 1 -T-- _ 1 Mattituck NY 11952 11 1/2" 1 1/2" 1 1 11 112" 2" 11 1/2" 2" 12 ,�.1�1 1/2 ,--I 2� ( LAV. SINK LAV. SINK ARK LLAV� LLAV I W.C. Washer W.C. TDWI nDW w.c. w.c. Structural Engineer. 10„ 11/2" 3�� 2�� )2" 3�, 2�� Sellers Treybal Structural Engineers PC Richmand,VT 05477 2" 1 1/2" 2' 2. 2" 3" )3" 2" 65 Huntington Road TAX LOT 42.3 ' II C.O. Phone:(802)-497-1174 OUS C.O. i CONNECT TO TRAP BATH 1 LAUNDRY 1 POWDER 1 KITCHEN KITCHEN POWDER 2 POOL BATH Septic Engineer, Dilandro Andrews Engineering,PLLC APPROVED -z _ _ 158 Country Rd 39 Suite 10 SITE PLAN NOTES: SANITARY 2" T , Southampton, pion,NY 1198 ` / 1 Site Plan SYSTEM 61, 111/2" 111/2" 1.SITE PLAN BASED ON SURVEY BY SCALICE LAND SURVEYING P.C. AV.]LI Scale: 1:500 DECEMBER 19, 2022 WC• SHOWER Land Surveyor: 2. REFERENCE SWMCP BY MARSHALL PAETZEL LANDSCAPE ARCHITECTURE Scalice Land Surveying,P.C. FOR ADDITIONAL INFORMATION 2" 3" 1 1/2" 1South Bay Avenue EJECTOR Islip,NY 11751 PIT C O Phone:(631)-957-2400 FUTURE BATH THERMAL ENVELOPE DIAGRAMS G.��oQED ERG14t, U ij�_ r, et TYPICAL EXTERIOR FRAMED WALL TYPICAL ROOF MG -ELOOR Iy,JCAL EXPOSED FLOOR TYpICAI,S�ARAGE CFIl�1,�S INSULATED SHEATHING(R6.6) � BATT INSULATION(R�3) � > ; . •,, INSULATED SHEATHING(R6.6) � CLOSED CELL SPR,�Y(R39) BATT INSULATION(R-38) �, � / `�, •,•' +BATT INSULATION(R-23) +C.C.SPRAY(R-39) t o4348a IT IS TO THCBEST OF THE DESIGN PROFESSIONALS '9TF O KNOWLEDGE;BELIEF AND PROFESSIONAL JUDGEMENT THAT THESE PLANS ANS SPECIFICATIONS ARE IN DORMER KNEE&GABLE WALLS KNEE&GABLE WALLS COMPLIANCE WITH THE ENERGY CODE WALLS WALLS WALLS 0 0 o ----" - _ ---° ;- -; ---- -- Twoh i -Zucker g 2 340 Poquatuck Lane k_ \ i o 1 2 Orient NY 11957 _ x ❑ , - L 1 -- 1 - -� _ - \. O / SCTM# 1000-27-3 4. 0 1- 21- r --- - Site Plan '� !� ��''° II !� - - - - �. 11 0 ______ Project Info ---J _ L _ - II ' @ DEN @ PRIMARY BEDROOM @ LIVING ROOM @ ENTRY @ STUDIO/OFFICE DORMERS @ GARAGE GABLE SCALE:As Noted IL _ 1st Floor Plan 2nd Floor Plan ___ Buildin Sections A-001 Scale: 1/16 - 1 0 Scale: 1/16" = 1'-0" Scale: 1/16" = 1'-0" �' - " EXTERIOR DOOR SCHEDULE Issue Date: Set: 5/10/23 Preliminary Pricing NIO.T, QUANTITY MANUFACTURER MODEL TYPE FINISH GLASS RO Width RO Height Thickness REMARKS 12/12/23 Pricing Set ANDERSEN (E Series) Swing Bi-part Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 610" 810" 13/4" 1-1 1 ANDERSEN (E Series Overhead Ext. BM Sandtone - Int. Primed LowE2 w Argon 1810" 9'10" 13f4" 1-2 1 Custom (By Contractor) Barn 1x6 Clear cedar w/5/4 Mahogany Frame 11'0" 9'4" 3" 1-3 1 ANDERSEN (E Series) ;Swing Complex Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 11'0" 810" 13/4" 1-4 1 ANDERSEN (E Series) _ Swing Complex Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 11'0" 810" 13/4" 1-5 1 Custom (By Contractor) Swing Simple To match siding 216" 619" 13/4" 1-6 1. Custom (By Contractor) Swing Simple To match siding 216" 619" 13/4" 1-7 1 ANDERSEN (E Series) Swing Simple Ext. BM Sandtone)- Int�Primed) LowE2 w/Argon 316" 812" 13/4" 1-8-1 1 ANDERSEN (E Series) Slider Ext. (BM Sandtone)- Int. (Primed) ______LowE2 w/Argon 1.610" 1010" 13/4" 1-9 1 ANDERSEN (E Series) Swing Complex Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 1110" 810" 13/4" 2-1 1 ANDERSEN (E Series) 'Swing Simple Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 310" 710" 13/4" 2-2 J. ANDERSEN (E Series) �jSwing Simple Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 310" 710" 13/4" INTERIOR DOOR SCHEDULE NO. QUANTITY MANUFACTURER MODEL TYPE FINISH GLASS Width Height Thickness REMARKS 001 ! 1 TruStile or Equal Swing Simple 310" 810" 13/4" B Label (Self Closing) 002 , 1 TruStile or Equal Swing Simple 310" 810" 13/4" 101 1 TruStile or Equal ;_ Swing Simple 310" 810" 13/4" I B Label (Self Closing_) 102 1 TruStile or Equal Swing Simple 216" 810" 1L3/4" 103 1 TruStile or Equal Swing Simple 216" 81 0" 13/4" 104 _ J. TruStile or Equal Swing Simple 310" 810" 13/4" 105 1 TruStile or Equal _ Cased Opening_ _ 418" 810" 13/4" _ 106 J. TruStile or Equal Cased Opening 418" 810" 13/4" 108 J. TruStile or Equal Swing Bi-part 510" 810" 1.3/4" 109 J. TruStile or Equal Pocket Simple 214" 710" 13/4" 110 J. TruStile or Equal Swing Bi-part 510" 810" J.3/4" 110 1 TruStile or Equal Swing Simple 3'0" 8'0" 1.3/4" B Label (Self Closing) 112 J. Opening 910" 8'31/2" 1.3/4" 113 J. Opening 9'0" 8'31/2" 13/4" 114 1 TruStile or_Equal Pocket Simple 216" 8'0" 13/4" 115 J. TruStile or Equal Pocket Simple 3111" _ 910" 1.3/4" 116 J. TruStile or Equal Swing Simple 210" 810" 13/4" 117 J. TruStile or Equal Swing Simple 210" 810" 1.3/4" 118 J. TruStile or Equal Pocket Simple 3'11" 910" 13/4" 119 J. TruStile or Equal Swing_ Simple 310" 810" 13/4" 201 1 TruStile or Equal Swing Simple 310" 618" 1.3/4" 202 1 _ TruStile or Equal Swing Simple 216" 610" 13/4" 203 1 TruStile or Equal _ Swing Simple _ 310" 618" 13/4" _ j 204 J. TruStile or Equal Swing Bi-part 410" 610" 13/4" 205 J. TruStile or Equal Swing Simple 216" 618" 1.3/4" 206 1 TruStile or Equal Swing Simple 310" 618" 13/4" 207 J. TruStile or Equal Swing Bi-part 418" 618" 13/4" 208 1 TruStile or Equal Swing Bi-part 414" 710" 13 " Drawing Legen d: nd: 209 1 TruStile or Equal Swing Bi-part 414" 7`0" 13/4" 210 1 TruStile or Equal Pocket Simple 2`8" 710" 13/4" = Wall/Element To Be Removed - ----- --- --- — ----------- - - - --------- -- --- -------- — 211 1 TruStile or Equal I Swing Simple 218" 710" 13/4" 3 Existing Wall To Remain 212 1 TruStile or Equal Pocket Simple 218" 710" 13/4" New Wall 213 1 TruStile or Equal Swing Simple 218" 710" 1.3/4nI jExisting P.C.Foundation Wall 214_ 1 TruStile or Equal Swing Bi-part 410" 710" 13 4" I 1 New P.C.Foundation Wall 215 1 TruStile or Equal Swing Bi-part 410" 710" 13/4" r Existing CMU Foundation Wall 216 1 TruStile or Equal Swing Simple 218" 710" 13/4n New CMU Foundation Wall 217 1 TruStile or Equal Swing Simple 218" 710" 13/4" -—————— Lines Above 219 1 ICased Opening 218" 710" 13/4" ----------- Lines Below 220 1 TruStile or Equal _ Pocket Simple 1 _ 214" 710" 13/4" --------- Guidelines 101 221 1 TruStile or Equal Swing Simple 2'8" 710" 13/4" Door Tag 101 Window Tag Section X, Sheet A-XXX Detail Tag . x nxxx Elevation Tag x xOx Interior Elevation Tag WINDOW SCHEDULE x NO. QUANTITY MANUFACTURER MODEL TYPE FINISH GLASS RO WIDTH RO HEIGHT REMARKS Architect: 0-A 1 ANDERSEN (E Series) Mull (3) Casement Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 12'0" 510" Powers Hancock Design 0-13 1 ANDERSEN (E Series) Mull (4) Casement Ext. (BM Sandtone)- Int. (Primed) ;LowE2 w/Argon 910" 510" P.O.Box 400 South Jamesport NY 11970 1-A 1 ANDERSEN (E Series) Double Hung Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 310" 516" 801-558-3501 1-13 1 ANDERSEN (E Series) Double Hung Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 3'0" 5'6" 1-C 1 ANDERSEN (E Series) _ _ Awning ExL (BM Sandtone)- Int. (Primed) LowE2 w/Argon 3'0" 216" Landscape Architect Marshall Paetzel Landscape Architecture 1-D 1 ANDERSEN (E Series) Awning_ Ext. (BM Sandtone)- Int. (Primed) !LowE2 w/Argon 310" { 216" 5175 Route 48 NY 1-E 1 ANDERSEN E Series AwningExt. BM Sandtone - Int. (Primed) LowE2 w 'Argon 310" 216" Mattit119 ( ) ( ) ( me ) / g Phone:(631)-209-2410 1-F 1 ANDERSEN (E Series) Double Hung Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 310" 514" 1-G 1 ANDERSEN (E Series) Double Hung Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 310" 514" structural Engineer: 1-H 1 ANDERSEN E Series Mull (4) g ( ) (Primed) /Double Hun Ext. BM Sandtone - Int. Primed LowE2 w Argon 1210" 514n Sellers Treybal Structural Engineers PC 65 Huntington Road 1-I 1 ANDERSEN (E Series) Double Hung Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 310" 514" Richmand,VT 05477 1 J 1 ANDERSEN (E Series) Double Hung Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 310" 514" Phone:(802)-497-1174 1-K 1 ANDERSEN (E Series Casement Ext. (BM Sandtone)-1nt.-(Primed) LowE2 w/Argon 2'0" 1 2'0" Septic Engineer: 1-L 1 ANDERSEN (E Series) Multislidell Slider Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 8'111/2" 52 1/4_" Dilandro Andrews Engineering,PLLC 1-M 1 ANDERSEN (E Series) Mull (4) Casement Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 12'0" 510" Sou Country Rd 39 Suite 10 Southampton,NY 11968 1-N 1 ANDERSEN (E Series) Mull (3) Direct Set Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 10111/2' 811,/2" Phone:(631)-259-3959 1-0 _1 ANDERSEN (E Series) _ Mull (3) Direct Set Ext. (BM Sandtone)- Int. (Primed) i LowE2 w/Argon 10-111,/2" 811/2' Land Surveyor: 1-P 1 ANDERSEN (E Series_) Double Hung Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 21811 5 0n Scalice Land Surveying,P.C. 2-A 1 ANDERSEN (E Series) Mull (3) Double Hung Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 910" 5'4" 1 South Bay Avenue _ Islip,NY 11751 2-13 1 ANDERSEN E Series) Mull (4)Awning Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 1.2'0" 216" 7 1 Phone:(631)-957-2400 2-C 1 ANDERSEN (E Series) Mull (3)Awning Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon _ 91_0" 2'6" 2-D 1 ANDERSEN (E Series) Mull (4)Awning Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 910" 5'4" 2-E 1 ANDERSEN (E Series) Mull (3)Awning Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 910" 216" S�EREc ARcy� 2-F 1 ANDERSEN (E Series) Mull (3) Double Hung Ext. (BM Sandtone) - Int. (Primed) LowE2 w/Argon 12'0" 216n �G���Qr1ER c AOT�c 2-G 1 ANDERSEN (E Series)_ Fixed Glass Ext. (BM Sandtone) - Int. (Primed) LowE2 w/Argon 310" 310" 2-H 1 ANDERSEN (E Series) _ Mull (3) Double Hung Ext. (BM Sandtone) - Int. (Primed) LowE2 w/Argon 910" 514" 2-1 1 ANDERSEN (E Series) Double Hung Ext. (BM Sandtone) -Int. (Primed) LowE2 w/Argon 218" 5'0" 24 1 ANDERSEN (E Series) Double Hung Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 218" 510" - 2-K 1 ANDERSEN (E Series) Casement Ext. (BM Sandtone)- Int. (Primed)_ _ LowE2 w/Argon 210" 210" ( top 04348E 2-L 1 ANDERSEN (E Series) Double Hung Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 218" 510" 2-M J. ANDERSEN (E Series) Double Hung Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 2'8" 510" �-,-t- 2-N 1 ANDERSEN (E Series) Double Hung Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 218" 510" 2-0 1 ANDERSEN (E Series) Mull (4) Double Hung Ext. (BM Sandtone)- Int. Primed LowE2 Argon 910" 510" 2-P 1 ANDERSEN (E Series) _ Mull (3) Double Hung Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 610" 510" 2-Q 1 ANDERSEN (E Series) Mull (3) Double Hung Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 910" 516" _ Twoh i Zucker 2-R 1 ,ANDERSEN (E Series) Double Hung Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 2'8" 510" g 2-S 1 ANDERSEN (E Series) Double Hung Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 2'8" _5'0" _ _ Residence 2 T 1 ANDERSEN (E Series) _ Double Hung Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 218" 510" _ 2-1.1_ 1 ANDERSEN (E Series) Double Hung Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 218" 510" 340 Poquatuck Lane 3-A 1 ANDERSEN (E Series) Fixed Glass Ext. (BM Sandtone)- Int. (Primed) LowE2 w/Argon 214" 2`4" Orient NY 11957 SCTM# (1000-27-3-4.3) SKYLIGHT SCHEDULE Window & Door Schedule NO. QUANTITY MANUFACTURER MODEL TYPE FINISH GLASS RO WIDTH RO HEIGHT REMARKS S-1 2 Velux FS D06 Fixed ight 1110 2" 319 3 4" S-2 2 Velux VC E 4646 Electric Skylight 3'101/2" 3-101,/2" _ S-3 2 Velux VCE 4646 Electric Skylight 3'101/2" 3'101/2" SCALE:As Noted S-4 2 Velux FEB M06 Fixed Skylight 2'6 5/8" 3'9 3/4" S-5 2__ Velux FES M 0 6 Fixed Skylight 2'6 5/8" 3'9 3/4" S-6 2 Velux V:iE M04 Electric Skylight 2'61/8" 3117/8" A-020 SHEET NOTES Issue Date: Set: 3/1/23 Survey Update WOOD FLOORING 3/1/23 Structural Engineer REFERENCE FINISH SCHEDULE AND INTERIOR ELEVATIONS 4/17/23 Structural Engineer TILE FLOORING 5/10/23 Preliminary Pricing REFERENCE FINISH SCHEDULE AND INTERIOR ELEVATIONS 12/12/23 Pricing Set 2/22/24 Permit Set POURED CONCRETE SLAB REFERENCE STRUCTURAL PLANS WOOD DECKING WITH CONCEALED FASTENERS PROVIDE INSECT SCREEN AT SCREENED PORCH REFERENCE FINISH SCHEDULE&DETAILS WOOD STEPS ❑5 VERIFY LAYOUT WITH LANDSCAPE PLAN NOTIFY ARCHITECT OF ANY CONFLICTS PATIO ON GRADE REFERENCE PLANS BY LANDSCAPE ARCHITECT a FLAT CEILING REFERENCE RCP a CATHEDRAL CEILING REFERENCE RCP&INTERIOR ELEVATIONS LINE OF EXPOSED BEAMS ABOVE REFERENCE RCP&INTERIOR ELEVATIONS 10 TYPE"X"DRYWALL ON WALLS&CEILING 1 2 3 9 A-301 A-301 A-300 A-300 11 PLYWOOD WALL FINISH CONFIRM REQUIRED BLOCKING PRIOR TO ENCLOSURE 12 BUILT-IN MILLWORK ELEMENT REFERENCE INTERIOR ELEVATIONS 13 CODE COMPLIANT STAIRCASE,HANDRAIL AND/OR GUARDRAIL REFERNCE A-713 MASONRY WOOD BURING FIREPLACE 14 WITH GAS STARTER REFERENCE INTERIOR ELEVATIONS&DETIALS 96-1" 15 GAS FIRPLACE REFERENCE INTERIOR ELEVATIONS&DETAILS 24'-0" 48'-0" 22'-0" 2'-1" -- 16 CLOSET SHELVING AND/OR HANGING REQUIREMENTS T.B.D. VERIFY W/ARCHITECT&OWNER PRIOR TO FABRICATION 5'-11" 12'-2" 5'-11" 12'-0" 24'-0" 12'-0" 338" 14'-8" 3'-8" — 17 LINE OF SECOND FLOOR ABOVE 3'-6" 17'-0" 3'-6" 18 WINDOW WELL BELOW 19 WOOD POSTS REFER TO STRUCTURAL PLANS i 20 SKYLIGHTABOVE 21 ATTIC ACCESS HATCH ABOVE 22 ROOF DRAIN PROVIDE ACCESS HATCH WHERE APPLICABLE I 23 CODE COMPLIANT GUARDRAIL REFERENCE DETAILS 24 WOOD POSTS WITH SCREEN PANELS H REFREENCE DETAILS 30 30 25 SCREEN DOOR 0 — O 32 26 EGRESS CODE COMPLIANT WINDOW iv 13'-0" N O - O'- 10" 0 Q 10y10" Q 10" 27 CRAWLSPACE ACCESS DOOR 0.1 — i - Itu s - --- 28 FIREPLACE FOUNDATION 10" CONFIRM R 10}' w 10" 10" Q RED DIMENSIONS PRIOR TO CONSTRUCTION N _ __ _ - ' ..�. _ _ N O A 30 g REQUIRED -- -"�� - - v - � c� �•-' ,- c>- � �' � - _ io:;i --- �� - � -•�,, 29 PROVIDE ACCESS HATCH IN FLOOR ABOVE Drawin_Le end: ❑ _ _ _ _ _ _ Wall/Element To Be Removed $" CRAWL SPACE $" — — o Existing Wall To Remain 3❑ 29 `r 30 LINE OF WOOD DECK/STEPS ABOVE iv REFERENCE STRUCTURAL PLANS FOR FRAMING/FOUNDATION INFO. INew Wall 1'-2" n - - 4 4 �r 4 4 31 TYPICAL BASEMENT POST g A-301 REFERENCESTRUCTUALPLANS ��� Existing P.C.Foundation Wall A-300 I I ( A-300 New P.C.Foundation Wall EGRESS COMPLIANT WINDOW WELL CRAWL SPACE REFERENCE COMPLIANT 0 m ❑ 32 Existing CMU Foundation Wall <NN 3'-8 1/2" New CMU Foundation Wall TYPICAL 33 STAGGERED 2x4 STUDS AT THIS WALL ————- - Lines Above 0 0 - 27 Q 28 31 10" 28 I I I _ - Lines Below n UNFINISHED BASEMENT I ( I 34 HVAC DUCT CHASE - Guidelines ❑ ROUGH PLUMB FOR FUTURE BATHROOM O 101 Door Tag o 4 101 Window Tag co v -- -- B' CRAWL SPACE B' o �c Section X, POSTS& 0 29 ---- Sheet A-XXX -- - FRAMED WALL 6 Detail Tag --- - ~ 002 02 � a< I I O �- _ _____ I I __ QQ r 5�2• I �� I I I I X 2"3 1/2" 4'-0" 51J2' Elevation Tag MECHANICAL AREA / o. X x 1 0bo m UP 35 Ln 'o --- X AXXX X 10" ❑ \ Interior Elevation Tag 10° - io UNEXCAVATED FOUNDATION 00 ro _ v M .� \ 1 -- 5� I / Architect N l l l l UP rT Powers Hancock Design 4'-0" 51/2"h P.O.Box 400 South Jamesport NY 11970 b 801-558-3501 N a-1 —� - - - — - - - - - - - � - - - - - - - 3 9 - _-- A-300 -300 Landscape Architect: Marshall Paetzel Landscape Architecture I 5175 Route 48 — — — — J Mattituck NY 11952 Phone:(631)-209-2410 10" - 19 _— 00 G N M r.Structural Engineer 3 3 1 _ ` 2 1 Sellers Treybal Structural Engineers PC A-301 A-301 A-300 A-300 A-300 65 Huntington Road Richmand,VT 05477 10,' olrl Phone:(802)-497-1174 I - -- j Septic Engineer. Dilandro Andrews Engineering,PLLC 158 Country Rd 39 Suite 10 J Southampton,NY 11968 Phone:(631)-259-3959 19 o T Land Surveyor: of _ Scalice Land Surveying,P.C. 10° 1 South Bay Avenue Q o-B Islip,NY 11751 o; N 13'-0" o;: Phone:(631)-957-2400 - - - -- -- - --- -- -- \- " 1 Q o Q iv 32 � pED ARC �OQNER G.A 0�C,A 6'-41/2" 11'-3" 6'-41/2" 12'-0" 24'-0" 12'-0" 3'-8" 14'-8" 3'-8" 4'-10" * U N 24'-0" 48'-0" 22'-0" I I 94'-0" ,9TF 043488 GQ`� 1 2 2 Twohig Zucker A-301 A-301 A-300 Residence 340 Poquatuck Lane Orient NY 11957 SCTM#(1000-27-3-4.3) Foundation Plan &FFoundation Plancale: 3/16" = V-0" ,^ 'V SCALE:As Noted GENERAL NOTES: - REFER TO STRUCTURAL PLANS FOR ALL FOUNDATION & FRAMING INFORMATION A- 1 - CONTRACTOR TO VERIFY ALL FOUNDATION DIMENSIONS WITH FIRST/SECOND FLOOR PLAN. NOTIFY ARCHITECTO OF ANY DISCREPENCIES SHEET NOTES Issue Date: Set: 3/1/23 Survey Update ElWOOD FLOORING 3/1/23 Structural Engineer REFERENCE FINISH SCHEDULE AND INTERIOR ELEVATIONS 4/17/23 Structural Engineer ❑ TILE FLOORING 5/10/23 Preliminary Pricing 2 REFERENCE FINISH SCHEDULE AND INTERIOR ELEVATIONS 12/12/23 Pricing Set 2/22/24 Permit Set POURED CONCRETE SLAB REFERENCE STRUCTURAL PLANS WOOD DECKING WITH CONCEALED FASTENERS ❑4 PROVIDE INSECT SCREEN AT SCREENED PORCH REFERENCE FINISH SCHEDULE&DETAILS WOOD STEPS ❑5 VERIFY LAYOUT WITH LANDSCAPE PLAN NOTIFY ARCHITECT OF ANY CONFLICTS PATIO ON GRADE REFERENCE PLANS BY LANDSCAPE ARCHITECT FLAT CEILING REFERENCE RCP 1 3 2 3 9 a CATHEDRAL CEILING REFERENCE RCP&INTERIOR ELEVATIONS -301 A-201 -301 -300 A-300 LINE OF EXPOSED BEAMS ABOVE REFERENCE RCP&INTERIOR ELEVATIONS 10 TYPE"X"DRYWALL ON WALLS&CEILING 127'-0" 11 PLYWOOD WALL FINISH CONFIRM REQUIRED BLOCKING PRIOR TO ENCLOSURE BUILT-IN MILLWORK ELEMENT 24'-0" 12'-0" 24'-0" 22'-0" 33'-0" 12 REFERENCE INTERIOR ELEVATIONS 5'-11, 12'-2" 5'-11" T-6" 1T-0" T-6" 4'-6" 13'-0" 4'-6" 2'-1" 23'-0" 7'41" 13 CODE COMPLIANT STAIRCASE,HANDRAIL AND/OR GUARDRAIL ❑ REFERNCE A-713 MASONRY WOOD BORING FIREPLACE 14 WITH GAS STARTER REFERENCE INTERIOR ELEVATIONS&DETIALS 15 GAS FIRPLACE REFERENCE INTERIOR ELEVATIONS&DETAILS 16 CLOSET SHELVING AND/OR HANGING REQUIREMENTS T.B.D. VERIFY W/ARCHITECT&OWNER PRIOR TO FABRICATION 17 LINE OF SECOND FLOOR ABOVE PATIO ON GRADE ❑6 18 WINDOW WELL BELOW 19 WOOD POSTS REFER TO STRUCTURAL PLANS 20 SKYLIGHT ABOVE CENTER DOOR CENTER WINDOW CENTER DOOR CENTER WINDOW CENTER WINDOW ON WALL ON WALL ON WALL ON WALL ON WALL 21 ATTIC ACCESS HATCH ABOVE UP A-700 ROOF DRAIN 22 PROVIDE ACCESS HATCH WHERE APPLICABLE - 18 ^ 23 CODE COMPLIANT GUARDRAIL REFERENCE AIL WOOD STOOP ° WOOD STOOP -- 24 REFREENCE DETAILS o ItQI 4PNTRI 12 -------- - - _ ' -- - - -- - - - -Q - R 25 SCREEN DOOR 1-M 17 A-604 2 11, — _ N -- - _ -- 26 EGRESS CODE COMPLIANT WINDOW � -,--_ STORAGE • 2a 51,/2" 1 5'-0", n 51/2" 1T-71/2" 51/2" 12'-0' n 23'-1" 51/2" 12'-0" 51/2' 21'-1' 1'-111/4"' 71/4" I _ I 4 27 CRAWLSPACE ACCESS DOOR 4 7 4'-0• 1'-2" 1'-2" v \ I I�i I ❑❑_BATH 1 i II 04 HALLWAY 1/ p 1 1 28 FIREPLACE FOUNDATION 7 ❑❑ 4 P I I 17 4 4 ❑ CONFIRM REQUIRED DIMENSIONS PRIOR TO CONSTRUCTION -301 !, - � � � BEDROOM 1 1 7 -301 Aa1aV\ ` � _ Drawing Legend: - N -� I 1 �.� 12 I -300 T 1s -300 - - - - - o EI E] 05 _ _ _ 1 LJ 25 ! 29 PROVIDE ACCESS HATCH IN FLOOR ABOVE . - - - - - _ Wall/Element To Be Removed �n r"\x 4 A-6D0 2 A-601 �- -- 17 J� I O Existing Wall To Remain f'Y' 3 I 5c I 30 LINE OF WOOD DECK/STEPS ABOVE - 1 ❑ REFERENCE STRUCTURAL PLANS FOR FRAMING/FOUNDATION INFO. New Wall c - - - SCREENED N N I I I _- W.I.C. 03 — ii 14 u�" �L 1 I r� -��- 1-L I o PORCH a A-603 2 I 4 ! DECK 4 �? k - o \ ° 0 °� 14 A-714 q UP rn TYPICAL BASEMENT POST Existing P.C.Foundation WBII I-f TT 7T TT i 4 7 1 31 1 7 1O -- .� ❑ O ❑ ❑ REFERENCE STRUCTUAL PLANS y 1 LIVING KITCHEN/DINING I I 3 ( 1 ____ -- New P.C.Foundation Wall * } - - - 5b A-601 2 I _ EGRESS COMPLIANT WINDOW WELL e I ❑g 9 6 A-602 5 N I A-601 5d 1 7 \ O I ! 32 REFERENCE 3/A-400 Existing CMU Foundation Wall iv 12 ii 2 A-602 1 I - ( �� ( O �O - m ENTRY 1z b 25 1-5 ! New CMU Foundation Wall 4 ti LAUNDRY I _ — — — — — — I O 2 33 STAGGERED 2x4 STUDS AT THIS WALL ------- Lines Above 201 m o ( I I h 13 UP I 20 20 I 5a I 5 IT - - A-200 - - -- --------- - Lines Below ro I I I I I m 1 I I [ REF. 34 HVAC DUCT CHASE N L L_L-L_I- 2 A-601 2 1 5 1/2" I s a-sos s POOL BATH o 4 - - - - - Guidelines --- 3---.-_..- \ 24 w I BENCH PNT Y 1 12 PNTRY \ 7 35 ROUGH PLUMB FOR FUTURE BATHROOM 101 Door Tag IX - --- --- - -- — - - - - --- - - --- i , - i� 12 16 q q I - ps - - - - - - ba- -. - - - 10- - - -- — Window g Ta _ ❑ - C ❑ � i I 51/ i 12'-0" 5 7=7"/� 51/2" T-0" 51/ 7�7" 51/2" Section X, UP 10 HALLWAY l rr / Sheet A XX WINDOW A-602 WINDOW 6 PANTRY/BACK KITCHEN' AXXX — - -- X I 13 1 7 EQ. E . v EQ. EQ. v MUDROOM -r a ENTRY VESTIBULE 1� N ��!j 9 /A-601 a E] 12 4 A-601 - 5 - I Detail Tag x I GARAGE ENCH POW GARAGE et4-soa s _ �� 10 I io 1 111/4' 12 -❑ z 11- 4" in 1 1 1 1 a X Elevation Tag i 1B -� I - - I 1D I t 1� ,II o r f tiP• 4 1 oa X XOX Interior Elevation Tag 1 I v a 7 N — X COVE R ENTRY PORCH 1 --- --- ---- - - - 1 7 POWDER 2 STORAGE 1 1 f I i - - -- --- --- _.- -- - - - - -� - '---_ - - ---- --- - - 1-- _-Q - - f, 16 1V - 14---41 1 `- ++1 - - k �- - -- ❑ 1 - 1 - - I = -� 1- Q 1 }4 I ' ao 16 3 9 12 Ab04 10 ti ------------- I Ll Ll Ll Ll U �I L' Ll i ti I _ — �� _ A-300 -300 4 - ' u m 0D 5 N ---a ❑ N N 13 Powers Hancock Design P.O.Box400 UP 19 UP 51/2" 4'-0" 13'-1" 4'-0" 51/2" o h a 0 S ut J mesport NY 11970 © 4'-0" a'-o" 801-558-3501 I 1-A cam' - c�+ 1-G 0 STORAGE I 3 1 2 ` 1 Landscape Architect: 3 -300 u Marshall Paetzel Landscape Architecture A-301 �❑ A-301 A-300 -300 5175 Route 48 MattI I ti D Phonle:(631)-209tuck NY 52410 a ' N Engi -- -- - M DEN Structural Trey l Structural N Sellers Treybal Structurai Engineers PC 12 +1-12._4" 8., +!-10,_8" 81: +/-10,_8" 8,: +/-12'-4" M 65 Huntington Road CTR POST BETWEEN JOISTS ABOVE CTR POST BETWEEN JOISTS ABOVE CTR POST BETWEEN JOISTS ABOVE CTR POST BETWEEN JOISTS AB VE __ _J ' Richmand,VT 05477 Phone:(802)-497-1174 4 0o N U.� 26 Se tic End nI eer: DOOR 12 -- - _ 12 Dilandro Andrews Engineering,PLLC &RIDGE III' 0 158 Count Rd 39 Suit 1 Southampton,NY 11968 Country e 0 N Phone:(631)-259-3959 18 17 Land Surveyor: I — Scalice Land Surveying,P.C. 1 South Bay Avenue CENTER WINDOW Islip,NY 11751 ON WALL — Phone:(631)-957-2400 4'-6" 13'-0" 4'-6" 2'-1" 23'-0" i 2a'-o" 12'-0 za'-o" 1r-o" 22'-0" 33'-0" ED S�OP ER G. Ay/T�`O O� 127'-0" d - STgT 04348$ E 1 1 2 2 -301 -200 -301 -300 Twohig Zucker Residence 340 Poquatuck Lane Orient NY 11957 SCTM#(1000-27-3-4.3) 1 st Floor Plan SCALE:As Noted 1st Floor Plan KEY PLAN GENERAL NOTES: - Scale: 3/16" = V-0" - REFER TO STRUCTURAL PLANS FOR ALL FOUNDATION & FRAMING INFORMATION --- - -- ti- A- 1 01 - CONTRACTOR TO VERIFY ALL FOUNDATION DIMENSIONS WITH FIRST/SECOND FLOOR PLAN. NOTIFY ARCHITECT OF ANY DISCREPENCIES SHEET NOTES Issue Date: Set: 3/1/23 Survey Update aWOOD FLOORING 3/1/23 Structural Engineer REFERENCE FINISH SCHEDULE AND INTERIOR ELEVATIONS 4/17/23 Structural Engineer ❑ TILE FLOORING 5/10/23 Preliminary Pricing 2 REFERENCE FINISH SCHEDULE AND INTERIOR ELEVATIONS 12/12/23 Pricing Set 2/22/24 Permit Set POURED CONCRETE SLAB REFERENCE STRUCTURAL PLANS WOOD DECKING WITH CONCEALED FASTENERS 4❑ PROVIDE INSECT SCREEN AT SCREENED PORCH REFERENCE FINISH SCHEDULE&DETAILS WOOD STEPS ❑5 VERIFY LAYOUT WITH LANDSCAPE PLAN NOTIFY ARCHITECT OF ANY CONFLICTS PATIO ON GRADE REFERENCE PLANS BY LANDSCAPE ARCHITECT FLAT CEILING REFERENCE RCP 1 3 2 3 9 CATHEDRAL CEILING REFERENCE RCP&INTERIOR ELEVATIONS -301 -201 -301 A-300 -300 LINE OF EXPOSED BEAMS ABOVE REFERENCE RCP&INTERIOR ELEVATIONS 10 TYPE"X"DRYWALL ON WALLS&CEILING 121'-0" PLYWOOD WALL FINISH 6'-0" 11 CONFIRM REQUIRED BLOCKING PRIOR TO ENCLOSURE 24'-0• 48'-0' 22'-0' 27'-0^ BUILT-IN MILLWORK ELEMENT 12 REFERENCE INTERIOR ELEVATIONS FLAT ROOF BELOW 1'-0" 22'-0" 1'-0" 13 CODE COMPLIANT STAIRCASE,HANDRAIL AND/OR GUARDRAIL REFERNCE A-713 0 0 S 0 0 MASONRY WOOD BURING FIREPLACE wll w w w w 14 WITH GAS STARTER ml m m m m J J REFERENCE INTERIOR ELEVATIONS&DETAALS J J 3 3 3 3 3 GAS FIRPLACE of O $ o $ 15 REFERENCE INTERIOR ELEVATIONS&DETAILS LL LL r LL 1� 16 CLOSET SHELVING AND/OR HANGING REQUIREMENTS T.B.D. 'i VERIFY W/ARCHITECT&OWNER PRIOR TO FABRICATION 17 LINE OF SECOND FLOOR ABOVE 18 WINDOW WELL BELOW 19 WOOD POSTS REFER TO STRUCTURAL PLANS 20 SKYLIGHTABOVE WINDOW WINDOW CENTER WINDOW CENTER WINDOW &RIDGE ONE STORY GABLE ROOF &RIDGE IN BATHROOM IN BEDROOM 21 ATTIC ACCESS HATCH ABOVE ROOF DRAIN 22 PROVIDE ACCESS HATCH WHERE APPLICABLE CODE COMPLIANT 2 D 2 Q 23 GUARDRAIL REFERENCE DETAILS FRST FLOOR WALL BELOW ___ ________ __ __ 'FIRST FLOOR WAL BELOW N _ _ _ WOOD POSTS WITH SCREEN PANELS r T •+ - FIRST FLOOR WALL BELOW 24 REFREENCE DETAILS r I I I J 16 26 - - - - - - -I 2 P 2 0 N 25 SCREEN DOOR i o ID - - - - - - - - - - - - - - - - - - - - 'I' 26 EGRESS CODE COMPLIANT WINDOW 51/2. .5 u2. - - - - - - - - - - - - - - - - - - - h - - - - - - - -I- - - - - -4 - - _ zo 'f I 12 ob - �-_ CRAWLSPACE ACCESS DOOR I � ' i I I ❑ 9 .PRIMARY 11'2" - `\ 1 1 I 1 - I' - - --, rn BATH 4 I \ ❑ FIREPLACE FOUNDATION I - i 12 A-605 108 2-2 c� 28 /�, , 1 1 - 4 1 p g { - -� 2 7 L]. 1 CONFIRM REQUIRED DIMENSIONS PRIOR TO CONSTRUCTION I p { ,. 4 Drawing Legend: -301 I I -301 o o kk 15'0 1/z 11! . III r { 22 I. I 11 � -300 -300 Wall Element To Be Removed OFFICE/STUDIO I o � BEDROOM TERRACE \ o1 ❑❑ 1-i _ O w I 'i W m�' - ❑ } I \\ 29 PROVIDE ACCESS HATCH IN FLOOR ABOVE -- q g 3 m I y I 3 m q g w 33 I Existing Wall To Remain N ¢ 2 I ~- ¢ `' I %-;v' Y I PRIMARY RO M 4 ( \ ❑ LINE OF WOOD DECK STEPS ABOVE o r z 1 ti 1 Z o •'✓ i w I .._.,.......-..�i� 30 / Z O - I I 1 - w I, - - 3 w - - ❑1 S '�•`� \\ m REFERENCE STRUCTURAL PLANS FOR FRAMING/FOUNDATION INFO. New Wall t t l U z k 3 _ 0 2 - --�-�— —l� 4 -11 1� .:T 5 o a FLUE :� A-714 '• �" � '"- -?-•/"" -G �' 16 _ —I� FLU - - A-714 - N N TYPICALBA E NT Existing P.C.Foundation Wall S ME POST 3 a`i 16 �- �- .'7 .;n. I / ❑ REFERENCE STRUCTUAL PLANS ❑ I I � a- Os � I New P.C.Foundation Wall • NL I.C. l '�'� 32 EGRESS COMPLIANT WINDOW WELL Existing CMU Foundation Wall _ ---- - ----- ----- 12 ---- _ c 5 1' ^ ❑❑❑ ` REFERENCE 3/A-400 - --- --- ,N --- - ---- ' ` / 2'-1"31/2" 14'-3" 5 - �11'-1"- 51/ 3'-6" 51/ 15'-0" I 51/ �❑ • y • - New CMU Foundation Wall - 12 , m 20 09 1 7 - r f1 2" I 23 4 -� 1 - - 13 8 .___.I - - - ' ! t } 22 i' 2 33 STAGGERED 2x4 STUDS AT THIS WALL ------- Lines Above A-201 I 02 zo DN i 10 _ 2-1 r j❑ -200 v 1 1 ----------- Lines Below HVAC DUCT CHASE -i , -- 16 -8"TALL WALL. - I 1 " __- -__�.'-----_ -.; ;in - - --------- Guidelines ❑ ,- I -- - -- -y - 19 i \ m o3 � � I I I 3 BATH 3 ' , $a ❑ 1 HALLWAY I o BEDROOM HALL EQ. EQ. D -, 51/ _ -- --1 - z o 2 7 _ 17 - 1a,I��'� \ "' 35 ROUGH PLUMB FOR FUTURE BATHROOM - 2" - 9------ - - -- - 1 I °> I ' 3=c�+ 2S 4 A-605 2 io a v a - - - - - - - I 101 Door Tag --- ' I • - 3 1,i2" 2'-6' 3 2" 4'-0" 3 1 2" '-�G - 2 - I - - - - - - - - ' O - - m "-1 ( I - ^ 04 18 A-605 1 o I ,, -__L`J_❑ '�� � - _- � I o ' - - �- - - - -i- - - - �- - - - - o I — ------ - 1oi Window Tag t , 16 06 ❑ IIII - N 2�L 2 i 2 N ❑ I, I I 1 - � : LAUNDRY Section X, T7� O �❑1 ❑7 2� 12 IIo�.'I BEDROOM Axxx Sheet A-XXX I 1 1 - - - - - - - - - - - - - - - - - - - - �- - - - - - - -- - - - - - - - - - - BATH - I ro ro X - -- - } 2+t -cam o 0 - - - - -- - - - - - - - - - - - -- - , - - - - - - - - - - - - - - - - - I-1❑ _- -_ Detail g Ta 5 1/ T-2° 5 1/ 4'-0" 5 1(2" 6'-6 3/4' 8'-13/4" 8'-13/4" 4'-13/4���y// O 2 ' N AXXX Elevation Tag _ I o t - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8 A-605 6 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 00 X S 1 DN p zzp -I 11 1 , - zzp O ;E 3 x Axxx x Interior Elevation Tag 1 ' - -�--1 12 I I In !-4 LIVING/SLEEPING 16 13 N 1 I I N �-t �'❑ I--, Architect: I i I I I 1,41,, 5' 2: 9'-2" 12 1/2Powers, -- -i 1 N �; B❑ I - P.O.Box Hancock Design -1- ----- - _ -- ', 1 2-1 I I 00 South Jamesport NY 11970 ADJUST FOR FULL WINDOW CASING i 801-558-3501 SITTING I i N 2 Landscape Architect: ❑� 3 -300 /� 1 Marshall Paetzel Landscape Architecture Mattituck NY 11952 -301 -I-I t I I A-301 A-300 — A-3OO -- 5175 Route 48 1 A o 12o s'rauwA r 1a Phone:(631)-209-2410 12 26 -6'PALL WALL .1 1 - 16 26 N is L RST FLOOR WALL BELOW ------ _ - - 2 H _ Structural Engineers Sellers Treybal Structural Engineers PC 65 Huntington Road Richmand,VT 05477 Phone:(802)-497-1174 - rr - m -- -- -r - - -'-- -- -'- WINDOW _i - ' �_ - LL - - ` , -' - - ' - I; Dilandro Andrews Engineering,PLLC Septic En Ineer• &RIDGE T 158 Country Rd 39 Suite 10 Southampton,NY 11968 FIRST FLOOR WALL BELOW I FIRST FLOOR WALL BELOW Phone:(631)-259-3959 m m Land Surveyor: a m mScalice Land J 0 0 � &R DGE � Islip,NY Bay Avenue 11751 Surveying,P.C. N N o wlNDow o Phone:h(631-957-2400 1Y LL N N W 11-01 22'-0" 1'-0" LL 22'-0" LL-� 27'-0" J �EFtED ARC `OPHER G•O�TFC� 24'-0" 48'-0" 49'-0" o FLAT ROOF BELOW 121'-0" 6'-0" _ � U A �b' A 043488 F 1 1 2 2 - -301 -200 -301 Twoh ig Zucker Residence 340 Poquatuck Lane -- Orient NY 11957 SCTM# (1000-27-3-4.3) 2nd Floor Plan SCALE:As Noted 2nd FLOOR PLAN KEY PLAN - GENERAL NOTES: ��4 C,160b)p 13 2 Scale: 3/16" = V-0" �� - REFER TO STRUCTURAL PLANS FOR ALL FOUNDATION & FRAMING INFORMATION — -- -- ti _ A- 1 02 - CONTRACTOR TO VERIFY ALL FOUNDATION DIMENSIONS WITH FIRST/SECOND FLOOR PLAN. NOTIFY ARCHITECT OF ANY DISCREPENCIES Issue Date: Set: 3/1/23 Structural Engineer 4/17/23 Structural Engineer 5/10/23 Preliminary Pricing 12/12/23 Pricing Set 2/22/24 Permit Set 1 2 3 9 A-301 A-301 A-300 A-300 1 STORY GABLE 2 STORY GABLES STANDING SEAM METAL ROOFING EPDM ROOFING MEMBRANE r - - - -- - - --- - - - - - - - - - - -,- - - - - -- - -- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -, - - - - - - -,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -'- , ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -, I � I - - - - - - - - - - - - - - - - 4 - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - _ Drawl Legend: I I I 'I I - -� - - - - - Wall Element To Be Removed / I i \ III II '' � it i i1 \ o Existing Wall To o Remain - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � �'\ i - I New Wall \ -4301 II III II II I I I l i II jIII I III Ii II I I I I I � - � I r ,r � � Existing P.C.Foundation W all4 4 4 New P.C.Foundation Wall 00 3 OO N IO' Existing CMU Foundation Wal ld I I 1 I Ld 12 12 w New CMU Foundation Wall I— O F ——————— Lines Above it CHIMNEY CHIMNEY - -- D: O ----------- Lines Below Ili LL — — — — - Guidelines • a - - - -- - -- -- - - - - - - - - - - - - - - - - - - - - - - - - -- - - I 101 Door Tag ii I -- II I I I II _ ' � I I S 1t Window Tag I 1� N I i I'I I r I - N I S-2 S 3 I! ''I , L t I , , ,� , I o I; r ` CEDAR SHINGLE ROOFING " i; ! \ " x Section X, I, I,I II ,, III gill �- ' `, i - - - ' r LEFT TO WEATHER \ Sheet A XXX --- - -- - - - ' I % � ' i Ili I''I I i Il lil II I II'I I, I III I I I � • - i I I 6 / - Ill I II ! - - - - - - - - - - - - - - vx - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Detail Tag - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -, / nxx Elevation Tag I I 12 1z x - - - - - - - - - - - - - - - - - - , - - - - - - - - -- - - - - + 10� �10 • CEDAR SHINGLE ROOFING - - - - - - - - - - - -\— - - - - ® �- - - - - -- - - - - - , i I ' LEFT TO WEATHER \, x nxxx x Interior Elevation Tag 12 12 1 1 - - _a - - - - - - - - - - - - - - - - - -0- - - - - - - - - - - - - - - - - - -0 - 2 ---- ---- - --- - -- --- -- -- ---- ----- - --- --- - -- ----- - -- - ----- ---'-`� Architect: cr / CONTRACTOR TO CONSULT W/ARCHITECT IN FIELD o , o REGARDING ROOF DRAIN&DOWN PIPE LOCATION PRIOR TO INSTALLATION Powers Hancock Design P.O.Box 400 South Jamesport NY 11970 801-558-3501 3 9 1- - - - - - - - - - - - - - - - - -- - - - - - - ---- - - - - J A-300 A-300 Landscape Architect: Marshall Paetzel Landscape Architecture 5175 Route 48 - Mattituck NY 11952 I Phone:(631)-209-2410 I ' - 12 12 10� �10 .. 2 - Structural Engineer: 3 _ 3 1 1 Sellers Treybal Structural Engineers PC A-301 A-301 A-300 -300 A-300 65 Huntington Road Richmand,VT 05477 Phone:(802)-497-1174 I "- - - - - - - - - - - - - - - - -- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - _ - - - -- - - - - - - - - - - - - - - - - - , I L _ __ - - - -_ _ _ _ _ _ J _ _ _ _ Septic Engineer - --- ---- - Dilandro Andrews Engineering,PLLC 158 Country Rd 39 Suite 10 • ROOF CUTOUT Southampton,NY 11968 WITH METAL ROOFING Phone:(631)-259-3959 CONSULT W/ARCH PRIOR TO INSTALLATION Land SurVP,VOr: Scalice Land Surveying,P.C. - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , • CEDAR SHINGLE ROOFING 1 South Bay Avenue LEFT TO WEATHER Islip,NY 11751 - - - - - - - - - - - -- Phone:(631)-957-2400 LINES OF EXTERIOR WALL BELOW ��RED ARC Q"ER G 0 0 1 1/2"STORY GABLE 1 STORY FLAT ROOF 1 STORY SHED ROOF 04348a F 1 2 2 Twohig Zucker A-301 A-301 -300 Residence 340 Poquatuck Lane Orient NY 11957 SCTM#(1000-27-3-4.3) Roof Plan 3 Roof Plan Scale: 3/16" = V-0" ,^ 'V SCALE:As Noted GENERAL (VOTES: - REFER TO STRUCTURAL PLANS FOR ALL FOUNDATION & FRAMING INFORMATION A- 1 03 - CONTRACTOR TO VERIFY ALL FOUNDATION DIMENSIONS WITH FIRST/SECOND FLOOR PLAN. NOTIFY ARCHITECT OF ANY DISCREPENCIES / \ Issue Date: Set: / \ 3/1/23 Survey Update 3/1/23 Structural Engineer \ 4/17/23 Structural Engineer \ 5/10/23 Preliminary Pricing I \ 12/12/23 Pricing Set // I 2/22/24 Permit Set LLJ LLJ IZ �� / - \ to Of 0-1 IE LH 11H:1 I ®�®® \ I o I I� I I I I I o Sky Plan Compliance Diagram I Scale: 3/32" = 1'-0" I STONE CHIMNEY i - j ,,- -- - - 12 : � 12 '- ' 12 12 STONE CHIMNEY ; A. - - -- - ROOFING 10� +/-4.9r- i � � �--�+/-4.9 _ _ _ �1 LEFT TO WEATHER 0 i • CEDAR SHINGLE PTD COMPOSITE TRIM(TYPJ � -- Drawing Legend: - - -' - - - - - - - 12 - - - - - - W lement To Be Remove 12 � '' I i � �- �,\ Wall/Element d 10 - 10 O O STANDING SEAM METAL ROOFING — — - --- --- - Existing Wall To Remain : I - �— -- CEDAR SHINGLE SIDING New WallP.C._ 1 j j • Existing SIDING Foundation Wall - - g LEFDTTOWEATHERID New P.C.Foundation Wall - Existing MU Foundation Wall C I i -- CEDAR SHINGLE SIDING j i = _ _ = New CMU Foundation Wall I o0 0 m - --- ---- - - Lines Above , I , ±2-A - - - . EXPOSED WD FRAMING - ch -- i i � W 2 REFERENCE -- ------ - -- - E CE STRUCTURAL PLAN Lines Below i ,.. ; � --------- Guidelines , I 1 f ---- - --_ - - -- --- - - -- - -- -- Door Tag - I - o I - : I - -- - -- - -- ---- --- - -- ---- --- -- -- -- - ---- - Tag g I I 101 I • x_ - - - Section X HORIZONTAL CEDAR SIDING Axxx Sheet A-X XXLEFT TO WEATHER i - -- -- , ----- -- - - - - a 1 C x Detail T xL I • : I I SCREEN PANELS w/WD POSTS fE -- -- - - Ta g a , _ g x _ _ _ T _ Interior Elevation Ta ` I f - - - - - -I 12 _ - - - - - - - - - - - - - - � - - - - - - - - - - - - L - - - - - - - - i - - - - - _ -- ---- - - g i - - �' - + - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1st FLOOR FINIS 1 ` J � - - x Axxx x I H : ------------- 1 — -- ---- - - - - -- -- WD STEPS VERTICAL CEDAR SIDING WD STEPS LEFT TO WEATHER I WINDOW WELL Powers Hancock Design CEDAR POSTS P.O.Box 400 VERTICAL CEDAR BOARD SIDING LEFT TO WEATHER South lamesport NY 11970 Elevation (North)- LEFT TO WEATHER REFERENCE STRUCTUAL PLANS801-558-3501 HORIZONTAL CEDAR DECK SKIRTING 1 Scale: 1/4" = 1'-0"REFERENCE DETAILS Landscape Architect: LEFT TO WEATHER Marshall Paetzel Landscape Architecture 5175 Route 48 Mattituck NY 11952 Phone:(631)-209-2410 Structural Engineer. Sellers Treybal Structural Engineers PC 65 Huntington Road Richmand,VT 05477 Phone:(802)-497-1174 _ Septic Engineer Dilandro Andrews Engineering,PLLC 158 Country Rd 39 Suite 10 ^EDAR SHINGLE ROOFING Southampton,NY 11968 : Phone:(631)-259-3959 2. Land Surveyor: Scalice Land Surveying,P.C. S$ 1 South Bay Avenue Islip,NY 11751 STONE CHIMNEY Phone:(631)-957-2400 I� D ARC - I ",fl 4 ♦ CEDAR SHINGLE SIDING- tar - , - - - -• -- - x 2 I : : - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - _ _ - _ - ----- f r � I 2nd FLOOR FINISH - - - - - - - - - - - - - y - - ' _ - __ _- ------- --- - - - -- ------- Twohi -Zucker , ' g Residence --- - - - ' - / + � • HORIZONTAL CEDAR BOARD SIDING -- O+ - f 340 Poquatuck Lane Orient NY 11957 c CTM 000 27 3 4 - --- - _ • SCREEN DOORS w LINE OF CODE COMPLIANTGUARDRAIL -- - ---- ---- Elevations - - - - - - - - - - _ . -- - eva ions TO MATCH LANDSCAPE FENCING 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ 1st FLOOR FINISH 4 �, - - - - - - - - - - - - - -- - - _ - - - - - - - - - -'- - - - - - - - - - - - - - - - - - - - - - - - - - - - -'- - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I : r WOOD STEPS STAIR WELL Ole I SCALE:As Noted 2 Elevation West Scale: 1/4" = 1'-0" A-200 Issue Date: Set: 3/1/23 Survey Update 3/1/23 Structural Engineer 4/17/23 Structural Engineer 5110/23 Preliminary Pricing 12/12/23 Pricing Set 2/22/24 Permit Set ET STONE CHIMNEY i y\ j 12 i \ 12 CEDAR SHINGLE ROOFING LEFT TO WEATHER 10�' �10 - —STONE CHIMNEY 12 - +/-4.9 i i I : i I i 12 12 10� 10 .y STANDING SEAM METAL ROOFING CEDAR SHINGLE SIDING LEFT TO WEATHER - CEDAR SHINGLE SIDING —� LEFT TO WEATHER ` 2 0 2_Q I' 2 V - -- -- ---- CEDAR -- - - _ HORIZONTAL CE BOARD SIDING 2 D I - - LEFT TO WEATHER 1` : - - -- --- 2nd FLOOR FINISH - - - - - - -I - - - - - - - - - J - : : HORIZONTAL CEDAR BOARD SIDING LEFT TO WEATHER ---- SCREEN PANELS LM dij -- -- - w/WD POSTS " I , I I -- --- -- - - --- g g I , : 1 - -- -- - --- —--- - ._. Wall/Element T Drawin Le end: LLI� ---- 10 190 Bee - 1 + } 1st FLOOR FINISH Removed i - - - - - - - r - - - - - - - + - - - - -I- - - - — - -- - ------- - --------- - - - - - - -- - --- --- -- -- - - - - - - - - - - - - - - - - ---- - _ - - - -LL�' -- - - - - - - - - - - - - - - - - - - - - - - - --- -- -- -- - - - - - --- ----- ----- -- Existing II T Remain ! - _ -- - - - ---- -- -- ------- ^' -- �[ xis mg W d New Wall Existing P.C.Foundation Wall a New P.C.Foundation Wall WINDOW WELL WOOD DECK&STEPS WOOD DECK&STEPS Existing CMU Foundation Wall VERTICAL CEDAR BOARD SIDING(TYP.) LEFT TO WEATHER HORIZONTAL CEDAR BOARD DECK SKIRTING(TYP.) a New CMU Foundation Wall LEFT TO WEATHER ------- Lines Above REFERENCE DETAILS REFERENCE DETAILS ----------- Lines Below - --- --- Guidelines Elevation (North) 101 Door Tag 3 Scale: 1/4" = V-0" 101 Window Tag Section X, � Sheet A-XXX Detail Tag nx Elevation Tag x x Axxx x Interior Elevation Tag x Architect: ' - - Powers Hancock Design - - - - P.O.Box 400 South Jamesport NY 11970 ! 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(pI� P.C.HEADERo- (n REF.STRUCTUAL PLANS o o Q GRADE Powers P.O.Box Hancock Design z N a t' o 0 o South Jamesport NY 11970 STUCC0) �� II o AT ALL EXPOSED FNOD'SU FACES(TYP.) c o C.C.SPRAY FOAM INSULATION RIM I (TYPICAL) i NISH 801-558-3501 o � 4i AT ALL JOISTS �` .' o Landscape Architect: Marshall Paetzel Landscape Architecture 5175 Route 48 Mattituck NY 11952 �!9 Phone:(631)-209-2410 v- EXPOSED I-JOISTS FIRE PROTECTION: Structural Engineer: MINERAL WOOL BATT INSULATION v z SET AT TOP OF BOTTOM FLANGE GRADE Sellers Huntington l Structural Engineers PC _ o � 65 Huntington Road 2" MIN THICKNESS Richmand,VT 05477 a TYPICAL FOUNDATION WALL CONSTRUCTION: Phone:(802)-497-1174 -STUCCO FINISH (ABOVE GRADE) o +? COLOR T.B.S. __ Septic Engineer: = i -2" DRAINABLE RIGID INSULATION Dilandro Andrews Engineering,PLLC v v FIXED STEEL LADDER o 158 Country Rd 39 Suite 10 of (BELOW GRADE)(R-12) - Southampton,NY 11968 -BITUMINOUS WATERPROOF LAYER c' �' -POURED CONCRETE FOUNDATION WALL o Phone:(631)-259 3959 (REFERENCE STRUCTURAL PLANS) � o EGRESS COM LIANT WINDOW Sand Land Surveying,P.C. Land Surveyor. o REF.WINDO DETAILS FOR INSTALLATION G 1 South Bay Avenue Islip,NY 11751 Phone:(631)-957-2400 0 �' o REV ED ARC QHER G ti�T TYPICAL BASEMENT FLOOR CONSTRUCTION: d ��\��C 'Opp C� v o -4" POURED CONCRETE SLAB + (REFERENCE STRUCTURAL PLANS) 10 MIL POLY VAPOR RETARDER . o � 2" RIGID INSULATION R-10 _ ( ) o + 8" MIN. CRUSHED STONE DRAINAGE LAYER _ v SET ON UNDISTURBED EXISTING SUBGRADE 043488 CQ, x� ii +'1:� * ,�.,rt-✓�" - .1 I ! '_ - ._ � - � _ , o P.C.FOUNDATION WALL a o o , v v REFERENCE STRUCTUAL PLANS >, o o• - GRAVEL BASE FOOTING DRAIN V, - _ - TOPPED REFERENCE STRUCTUAL PLANS w - I DRAIN TO DRYWELL WITH Twohig Zucker X Residence a p FOOTING DRAw 340 Poquatuck Lane Orient NY 11957 a o o REFERENCE STRUCTUAL PLANS SCTM# (1000-27-3-4.3) P.C.SLAB a-' REF.STRUCT AL PLANS - o Typical Wall Section wail sections 1 rr r rr o -, Scale: 1 = 1 -0 D 0 P .. 0 -- _- SCALE:As Noted Wall Section - Typical Window Well A-400 3 Scale: 1" = 1'-0" Issue Date: Set: -- -- — - - - 12/12/23 Pricing Set 2/22/24 Permit Set - -- - LL , - � I 8 DN - - - _ 8 -713 -713 " - - 3 N, DN ' -713 -- -- - - - -- - L — — — -713 - - - - -- IL � I Partial 2nd Floor Plan - West Staircase - — — Scale: 1/2" = 1'-0" Partial 2nd Floor Plan - East Staircase Scale: 1/2" = 1'-0" — — — — — — — — J VN 11 IT UP I I I I I I I I \\ — — — — — - -713 I I I I I I I \\ UP � 713 I I I I I I I I I I I I \\ I I I I I I I I I \\ Partial 1 st Floor Plan - West Staircase II 6 Scale: 1/2" = 1'-0" 4'-0" i V UP Partial 1st Floor Plan - East Staircase \ 2 Scale: 1/2" = 1'-0" - - - - - - - - - - - �- I I Drawing Legend: Wall/Element To Be Removed v I , Existing Wall To Remain $ v I I I / $ New Wall -713 � -713 Existing P.C.Foundation Wall New P.C.Foundation Wall I I I I I I I I I I Existing CMU Foundation Wall I I I I I I I I I L v New CMU Foundation Wall ------- Lines Above v �. ----------- Lines Below ------- - Guidelines - - - - - - - - - - - - - - - - - Partial 1st Floor Plan - West Staircase 101 Door Tag Scale: 1/2" = 1'-0" 101 Window Tag 1 Jr x Section X, 1„ WOOD TREADS&RISERS I AM Sheet A-XXX FINISH T.B.D. 10" I �r� SAY xx Detail Tag I - - - - - � xxxElevation Tag I �A x 60 X x Interior Elevation Tag ro I I PTO WD TREADS 1" &RISER x 9 7/8" • TEXTILE TREAD— RUNNERI = Architectn v IBATT INSULATION---/ LINE OF PTD EXPOSED STRINGER- PTD TYPE"X"GWB I _ Powers Hancock Design BEYOND P.O.Box 400 I ;oo South Jamesport NY 11970 M 801-558-3501 Landscape Architect: PTD WD TREAD &RISER Marshall Paetzel Landscape Architecture __,__ 5175 Route 48 - /" �- Mattituck NY 11952 Section Detail Tread & Risers I • Phone: 631-209-241 / Scale: 2 = 1 -0 / / �TEXTILE RUNNER-- —BATT INSULATION Structural Engineer. i / ( Sellers Treybal Structural Engineers PC 65 Huntington Road I I � Richmand,VT 05477 I I �a PTD GWB Phone:(802)-497-1174 III I II F, GOo/ I Septicgineer: Dilandro Andrews Engineering,PLLC / PPP 158 Country Rd 39 Suite 10 I I � Southampton,NY11968 \ Phone:(631)-259-3959 Section Detail - Treads & Risers FINISH 2nd FLOOR- - - - O� Off, j ��k 0/ - - - _ - - - FINISH 2nd FLOOR / 9 Land SUrVeyOr: SIDE OF CABINET �� �� q� qq� / - 1 South Bay Avenue Scale: 2 = 1 -0 Scalice Land Surveying,P.C. Islip,NY 11751 Phone:(631)-957-2400 — — TQiA / of God RED AR o I E C 9i� G I I // - - - - - - - - - - - - - - - - - - - - - - - - �GPHERG - - - — L- - - - - - �5 AGGL�j 043488 Q OQF� / I 10 1/4" �o / i F FINISH 1st FLOOR � FINISH 1st FLOOR Twohig Zucker - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - /� - - - - - - - - - - - - - - Residence Interior Elevation - East Staircase % �•Q� �— /� I I 340 Poquatuck Lane 3 Scale: 3/8" = 1'-0° / �P��G / Orient NY 11957 / I I SCTM#(1000-27-3-4.3) 0 PTD GWB I Stair Details o Section Detail - Treads & Risers SCALE:As Noted / Scale: 2" = 1'-0" L — Interior Elevation - West Staircase — — — — _ $ Scale: 3/8" = 1'-0" A-713 L— —_ -i _— —_ — — — _— —_ — — —� - - - - - FINISH BASEMENT SLAB GENERAL NOTES CAST-IN-PLACE CONCRETE MASONRY WOOD FRAMING AND SHEATHING BASIS OF DESIGN Issue Date: Set: 10/10/2023 Issued for Construction 1. ALL STRUCTURAL WORK SHALL CONFORM TO THE PROJECT SPECIFICATIONS,DRAWINGS AND THE 2020 NEW YORK STATE 1. GENERAL 1. MASONRY WORK SHALL COMPLY WITH ACI 530 AND ACI 530.1. 1. GENERAL 1. BUILDING CODE: 2020 NEW YORK STATE BUILDING CODE BUILDING CODE. 1.1. CODES AND STANDARDS: COMPLY WITH THE PROVISIONS OF THE LATEST EDITIONS OF: 2. MORTAR AND GROUT MATERIALS 1.1. UNLESS OTHERWISE SPECIFIED,EACH PIECE OF LUMBER SHALL BEAR THE GRADE MARK,STAMP,OR OTHER IDENTIFYING 2. DEAD LOADS 2. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS AND ARCHITECTURAL,SITE, 1.1.1. ACI 318"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" MARKS INDICATING GRADES OF MATERIAL,AND RULES OR STANDARDS UNDER WHICH PRODUCED. 2.1. ROOF DEAD LOAD 18 PSF MECHANICAL,ELECTRICAL,PLUMBING DRAWINGS,AND THE APPROVED SHOP DRAWINGS. 1.1.2. ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE" 2.1. PORTLAND CEMENT: ASTM C 150,TYPE I GRAY 2.2. FLOOR DEAD LOAD 20 PSF 1.1.3. ACI 305"HOT WEATHER CONCRETING" 1.2. PROTECT LUMBER AND OTHER PRODUCTS FROM DAMPNESS BEFORE,DURING AND AFTER DELIVERY AT THE SITE. 3. IN THE CASE OF A CONFLICT BETWEEN THE DRAWINGS,SPECIFICATIONS OR NOTES ON THE DRAWINGS,THE ENGINEER 1.1.4. ACI 306"STANDARD SPECIFICATION FOR COLD WEATHER CONCRETING" 2.2. HYDRATED LIME: ASTM C 207,TYPE S 3. LIVE LOADS SHALL BE NOTIFIED TO RESOLVE THE DISCREPANCY. 1.1.5. ACI 308"STANDARD PRACTICE FOR CURING CONCRETE". 1.3. NOMINAL SIZES ARE INDICATED EXCEPT AS SHOWN BY DETAIL DIMENSIONS. 3.1. ROOF LIVE LOAD SNOW LOAD GOVERNS 2.3. MASONRY CEMENT: ASTM C 91,TYPE S 3.2. FLOOR LIVE LOAD,TYPICAL 40 PSF 4. THE SCOPE OF WORK FOR THE DESIGN ENGINEER FOR THIS PROJECT DOES NOT INCLUDE ANY EVALUATION OF THE SOIL 1.2. CONCRETE MIXES(PER ACI 318 REQUIREMENTS FOR CONCRETE BY EXPOSURE CLASS): 1.4. MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 19%. 3.4. FLOOR LIVE LOAD,BALCONIES AND DECKS 60 PSF CONDITIONS ON SITE. ADEQUACY OF SOIL STABILITY,BEARING,ETC,IS THE FULL RESPONSIBILITY OF OTHERS. 2.4. GROUT COARSE AGGREGATE: ASTM C 404,3/8" 3.5. FLOOR LIVE LOAD,SLEEPING AREAS 30 PSF LOCATION fc(PSI) DENSITY MAX.AGG. TARGET AIR SLUMP MAX.W/C NOTES 2. MATERIALS 5. THE STRUCTURAL ELEMENTS OF THE PROJECT HAVE BEEN DESIGNED FOR THE SPECIFIED VERTICAL AND LATERAL FORCES FOOTINGS,WALLS,PIERS 3,000 145 PCF 4" 6% 3"5" 0.55 2.5. MORTAR: ASTM C 270,TYPE S,USING THE PROPORTION SPECIFICATION 4. ROOF SNOW LOAD DATA ACTING ON THE COMPLETED BUILDING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DESIGN AND PROVIDE ALL REQUIRED INTERIOR SLABS ON GRADE 3,000 145 PCF 3" - 3"-5" 0.55 2.1. STRUCTURAL DIMENSION LUMBER: DOUGLAS FIR-LARCH NO.2 AS GRADED BY WWPA 4.1. GROUND SNOW LOAD,Fig 20 PSF SHORING AND BRACING NEEDED DURING CONSTRUCTION TO MAINTAIN THE STABILITY AND SAFETY OF THE PARTIALLY-COMPLETED 4 2.6. GROUT: 3000 PSI STRENGTH AT 28 DAYS 8-10 INCHES SLUMP PREMIXED IN ACCORDANCE WITH ASTM C 94 OR MIXED IN 4.2. FLAT ROOF SNOW LOAD,Pf 20 PSF STRUCTURE AND FOR CONSTRUCTION LOADINGS THAT EXCEED THE SPECIFIED DESIGN LOADS. GARAGE SLABS ON GRADE 4,000 145 PCF 4" 3% 3%5" 0.45 ACCORDANCE WITH ASTM C 476,COARSE GROUT. 2.2. PRESERVATIVE PRESSURE TREATED LUMBER(PT): SOUTHERN PINE NO.2,AS GRADED BY SPIB 4.3. SNOW EXPOSURE FACTOR,Ce 1.0 EXTERIOR SLABS 4,000 145 PCF 4" 6% 3"-5" 0.45 4.4. SNOW IMPORTANCE FACTOR,Is 1.0 6. DETAILS LABELED"TYPICAL DETAILS"ON THE DRAWINGS SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE PROJECT 2.7. ADMIXTURES: ONLY WITH APPROVAL OF ENGINEER. 2.3. LAMINATED VENEER LUMBER(LVL): MICROLAM LVL 2.0E BY TRUS JOIST OR APPROVED EQUIVALENT,12"THICK,WITH DEPTHS 4.5. THERMAL FACTOR,Ct 1.1 THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. THE APPLICABILITY OF THE TYPICAL DETAIL IS TO BE AS INDICATED ON DRAWINGS. 4.6. SLOPE FACTORS PER ASCE 7-16 DETERMINED BY THE TITLE OF THE TYPICAL DETAIL. SUCH TYPICAL DETAILS SHALL APPLY WHETHER OR NOT THEY ARE KEYED IN 1.3. TRANSIT MIX SHALL CONFORM TO ASTM C94. 3. MASONRY MATERIALS AT EACH LOCATION IN THE DRAWINGS. 2.4. PARALLEL STRAND LUMBER(PSL): PARALLAM PSL BY TRUS JOIST OR APPROVED EQUIVALENT. 5. WIND DESIGN DATA 1.4. NO CHLORIDE OR OTHER UNAUTHORIZED ADMIXTURES SHALL BE USED. 3.1. SOLID LOAD BEARING UNITS: ASTM C 90,NORMAL WEIGHT 5.1. BASIC DESIGN WIND SPEED,V 130 MPH 7. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS OF THE,IOBSITE INCLUDING SAFETY 2.5. LAMINATED STRAND LUMBER(LSL): TIMBERSTRAND LSL BY TRUS JOIST OR APPROVED EQUIVALENT. 5.2. ALLOWABLE STRESS DESIGN WIND SPEED,Vasd 101 MPH OF PERSONS AND PROPERTY. THE ARCHITECTS OR ENGINEER'S PRESENCE OR REVIEW OF WORK DOES NOT INCLUDE THE 1.5. PLACE NO CONCRETE WHEN AMBIENT TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT OR MORE THAN 90 DEGREES 3.2. FIRE RATED UNITS: LOAD BEARING UNITS WITH WRITTEN ASTM E 119 TEST CERTIFICA`ION MEETING THE RATING VALUE 5.3. RISK CATEGORY 11 ADEQUACY OF THE CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION. FAHRENHEIT. INDICATED ON DRAWINGS. 2.6. PREFABRICATED WOOD I-JOISTS(TJI): TJI JOISTS BY TRUS JOIST OR APPROVED EQUIVALENT. 5.4. WIND EXPOSURE C 5.5. INTERNAL PRESSURE COEFFICIENTS 40.18 8. IN THE EVENT OF A CONSTRUCTION OR FABRICATION ERROR,THE CONTRACTOR SHALL PREPARE:A SKETCH WITH A 1.6. COMPLY WITH ACI CODES AND PLACE CONCRETE IN A CONTINUOUS OPERATION WITHIN PLANNED JOINTS OR SECTIONS. DO 4. REINFORCING MATERIALS 2.7. SHEATHING: PANEL GRADE AS NOTED ON DRAWINGS(STRUCTURAL 1 UNLESS NOTED OTHERWISE),THICKNESS AS 5.6. COMPONENTS AND CLADDING WIND PRESSURE PER ASCE 7-16 PROPOSED REPAIR AND SUBMIT IT TO THE ARCHITECT AND ENGINEER OF RECORD FOR APPROVAL PRIOR TO PERFORMING ANY NOT PERMIT COLD JOINTS TO OCCUR. INDICATED,SPAN RATING AS REQUIRED TO SUIT SUPPORT SPACING INDICATED,EXPOSURE DURABILITY 1,TWO SPAN CORRECTIVE WORK. 4.1. REINFORCING STEEL: ASTM A 615 60 KSI STEEL YIELD GRADE,DEFORMED STEEL BARS. MINIMUM. 6. GEOTECHNICAL INFORMATION 1.7. CURING: BEGIN INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM EXPOSED SURFACES. WHERE 6.1. DESIGN LOAD-BEARING VALUE OF SOIL 2,000 PSF(PRESUMPTIVE) 9. DO NOT SCALE THE DRAWINGS. POSSIBLE,KEEP CONTINUOUSLY WET FOR 72 HOURS. CONTINUE CURING BY USE OF MOISTURE RETAINING COVER OR 4.2. JOINT REINFORCING: ASTM A 951,#9 GAUGE WIRE,LADDER TYPE,SPACED VERTICALLY A MAXIMUM OF 16"oc. 2.8. FASTENERS AND ANCHORS: 6.2. MINIMUM FROST COVER T-0" MEMBRANE-FORMING CURING COMPOUND. 2.8.1. WOOD CONSTRUCTION CONNECTORS BY SIMPSON STRONG-TIE OR USP EQUIVALENT WITH EQUAL OR GREATER 5. THE MINIMUM REQUIRED COMPRESSIVE STRENGTH OF MASONRY,F'm,SHALL BE 1500 PSI,UNLESS NOTED OTHERWISE. CAPACITY UNLESS NOTED OTHERWISE. CONFORM TO MANUFACTURER'S COATING RECOMMENDATIONS. FOUNDATION RELATED EARTHWORK 1.8. FINISHING: FLOOR SLABS 2.8.2. BOLTS,NUTS AND WASHERS(UNLESS NOTED OTHERWISE): 1.8.1. INTERIOR TO RECEIVE TILE WITH FULL SETTING BED:WOOD FLOAT FINISH 6. TESTING: TESTING OF MORTAR MIX MAY BE REQUIRED BY THE OWNER IN ACCORDANCE WITH ASTM C 780. OWNER SHALL 2.8.2.1. INTERIOR LOCATIONS: HOT DIPPED GALVANIZED STEEL PAY FOR INITIAL TESTING. CONTRACTOR SHALL REMOVE AND REPLACE DEFECTIVE MASONRY AT NO COST TO OWNER AND SHALL 1.8.2. INTERIOR SURFACES TO RECEIVE CARPET,RESILIENT OR SEAMLESS FLOORING,OR THIN SET CERAMIC TILE:STEEL 2.8.2.2. EXTERIOR LOCATIONS: STAINLESS STEEL ABBREVIATIONS TROWEL FINISH BEAR THE COST OF ADDITIONAL TESTING. 2.8.3. FASTENERS AND ANCHORS(UNLESS NOTED OTHERWISE): 1. FOUNDATION DESIGN IS BASED ON PRESUMPTIVE SOIL PROPERTIES FROM THE IBC FOR ASSUMED SUBGRADE CONDITICNS 1.8.3. EXTERIOR SLABS:BROOM FINISH PERPENDICULAR TO PEDESTRIAN TRAFFIC. 7. HOT AND COLD WEATHER CONSTRUCTION: MAINTAIN MATERIALS AND SURROUNDINGAIR TEMPERATURE TO MINIMUM 40 2.8.3.1. INTERIOR LOCATIONS: GALVANIZED TO G185 DESCRIBED AS"SAND,SILTY SAND,CLAYEY SAND,SILTY GRAVEL AND CLAYEY GRAVEL(SW,SP,SM,SC,GM AND GC)." 1.9. UNLESS OTHERWISE NOTED,CENTER ALL FOUNDATION PIERS AND FOOTINGS ON COLUMN CENTERLINES. DEGREE F AND MAXIMUM OF 90 DEGREES F PRIOR TO,DURING,AND 48 HOURS AFTER COMPLETION OF MASONRY WORK. 2.8.3.2. EXTERIOR LOCATIONS: STAINLESS STEEL CONTRACTOR SHALL FIELD-VERIFY THAT ACTUAL SUBGRADE CONDITIONS ARE CONSISTENT WITH THESE ASSUMED SUBGRADE ABV ABOVE MAX MAXIMUM O MATERIALS AND SHALL IMMEDIATELY CONTACT ENGINEER,PRIOR TO STARTING FOUNDATION CONSTRUCTION,IF THEY ARE NOT. 8. INSTALL MORTAR IN ACCORDANCE WITH ASTM C 270. WORK GROUT INTO MASONRY CORES AND CAVITIES TO ELIMINATE 2.9. WOOD PRESERVATIVE TREATMENT: IN ACCORDANCE WITH AWPA U USING WATER-BORNE PRESERVATIVE ACCEPTABLE TO APB ANTHONY POWER BEAM MIN MINIMUM THE FOUNDATIONS MAY NEED TO BE REDESIGNED IF ACTUAL SUBGRADE CONDITIONS ARE WORSE THAN THE ASSUMED 2. CONCRETE REINFORCING VOIDS WITHOUT DISPLACING REINFORCING. DO NOT PLACE GROUT IN LIFTS GREATER THAN 16 INCHES WITHOUT CONSOLIDATING AUTHORITIES HAVING JURISDICTION AND CONTAINING NO ARSENIC OR CHROMIUM. APC ANTHONY POWER COLUMN NS NEAR SIDE CONDITIONS. BY RODDING. ALL CORES CONTAINING REINFORCING BARS SHALL BE GROUTED SOLID. CL CENTERLINE oc ON CENTER 2.1. REINFORCING STEEL SHALL BE ASTM A615,60 KSI YIELD GRADE,DEFORMED STEEL BARS PER ASTM A305. 2.10. SUBFLOOR GLUE: APA AFG-01,WATERPROOF OF WATER SOLVENT BASE,AIR CURE TYPE,CARTRIDGE DISPENSED. CMU CONCRETE MASONRY UNIT OF OUTSIDE FACE 2. FOOTINGS HAVE BEEN DESIGNED FOR A MINIMUM PRESUMPTIVE LOAD-BEARING CAPACITY OF 2,000 PSF PER IBC SECTION 22 9. PLACE ALL MASONRY IN RUNNING BOND UNLESS OTHERWISE INDICATED. WHERE NEVI MASONRY IS TO CONNECT TO CONT CONTINUOUS PA POST ABOVE 1806.2. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY,PRIOR TO PROCEEDING WITH WORK,IF ACTUAL CONDITIONS DIFFER. . . WELDED STEEL WIRE FABRIC SHALL BE ASTM A185. LAP A MINIMUM OF TWO MESHES. EXISTING MASONRY,COURSING OF NEW MASONRY SHALL MATCH COURSING OF EXISTING MASONRY. 3. EXECUTION DF DOUGLAS FIR PL PLATE 2.3. CHAIRS AND SPACERS SHALL BE PLACED TO ADEQUATELY SUPPORT REINFORCING DURING PLACEMENT. FOREIGN 3.1. MAKE PROVISIONS FOR ERECTION LOADS,AND FOR SUFFICIENT TEMPORARY BRACING TO MAINTAIN STRUCTURE SAFE, DWG DRAWING PSL PARALLEL STRAND LUMBER 3. EXCAVATION 10. COORDINATE WORK WITH DOOR AND WINDOW OPENINGS,OTHER PENETRATIONS AN[EMBEDDED ITEMS. EF EACH FACE PT PRESERVATIVE-TREATED MATERIALS SUCH AS WOOD OR OTHER UNSUITABLE SUPPORTS SHALL NOT BE USED TO SUPPORT REINFORCING. SET WIRE PLUMB,AND IN TRUE ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT BRACING. TIES SO ENDS ARE DIRECTED INTO CONCRETE WHERE CONCRETE WILL BE EXPOSED. ELEV ELEVATION SS STAINLESS STEEL 3.2. EXCAVATE SUBSOIL TO ACCOMMODATE BUILDING FOUNDATIONS.HAND TRIM EXCAVATIONS.REMOVE LOOSE MATERIAL. 11. IN ADDITION TO REINFORCING BARS INDICATED ON THE DRAWINGS: PROVIDE A VERTICAL#5 BAR CONTINUOUSLY FROM EQ EQUAL STD STANDARD 3.2. CONSTRUCT LOAD BEARING FRAMING FULL LENGTH WITHOUT SPLICES. 2.4. CONCRETE CLEAR COVER FOR REINFORCEMENT(UNLESS SHOWN OTHERWISE): SUPPORT TO SUPPORT AT EACH CORNER,AT EACH SIDE OF OPENINGS AND AT THE ENDS OF WALLS. ES EACH SIDE TOF TOP OF FOOTING 3.3. COMPACT DISTURBED LOAD BEARING SOIL IN DIRECT CONTACT WITH FOUNDATIONS TO ORIGINAL BEARING CAPACITY. EW EACH WAY TOPIER TOP OF PIER 2.4.1. BOTTOM OF FOOTINGS:3" 3.3. ALIGN JOISTS AND RAFTERS WITH STUDS WHERE STUD SPACING MATCHES. PLACE A MINIMUM OF 6 INCHES OF CRUSHED STONE BENEATH FOOTINGS IF STANDING WATER IS ENCOUNTERED IN 12. PROVIDE A HORIZONTAL#5 BAR AT THE TOP AND BOTTOM OF WALL OPENINGS,UNLESS NOTED OTHERWISE. EXTEND EX EXISTING TOSHELF TOP OF SHELF EXCAVATIONS. PLACE A MINIMUM OF 12 INCHES OF CRUSHED STONE,WRAPPED FULLY WITH NON-WOVEN FILTER FABRIC 2.4.2. SIDES OF FOOTINGS:2" (MIRAFI 140N OR EQUIVALENT)OVERLAPPING 12 INCHES MINIMUM,IF CLAY SOILS ARE ENCOUNTERED IN EXCAVATIONS. 2.4.3. FACES OF WALLS EXPOSED TO EARTH OR WEATHER: 2" REINFORCING BARS 25 IN PAST THE OPENING. FND FOUNDATION TOSLAB TOP OF SLAB 3.4. PROVIDE DOUBLE JOISTS BENEATH WALL STUD PARTITIONS THAT ARE PARALLEL TO FLOOR JOISTS. FS FAR SIDE OR FOOTING STEP TOW TOP OF WALL 2.4.4. FACES OF WALLS NOT EXPOSED TO EARTH OR WEATHER: 4" 13. WHEN GROUTING IS STOPPED FOR MORE THAN ONE HOUR,TERMINATE GROUT 1-1/2 INCH BELOW TOP OF MASONRY UNIT TO FTG FOOTING TYP TYPICAL 3.5. PROVIDE ROOF SHEATHING ALONG TOP EDGE OF ALL RAFTERS,INCLUDING RAFTERS AND TRUSSES BELOW OVER-FRAMED 3.4. IF OVER-EXCAVATION OCCURS,REPLACE MATERIAL WITH SUITABLE WELL-DRAINED MATERIAL,IN 6 INCH LIFTS,APPROVED FORM A POSITIVE KEY FOR SUBSEQUENT GROUT PLACEMENT. GALV GALVANIZED T/O TOP OF BY THE ENGINEER AND COMPACTED TO 95%OF MODIFIED PROCTOR. OVEREXCAVATION MAY ALSO BE REPLACED WITH LEAN 2.5. UNLESS NOTED OTHERWISE,LAP LENGTHS SHALL BE AS FOLLOWS: 16"FOR#3,22"FOR#4,27"FOR#5,AND 32"FOR#6. AREAS,UNLESS NOTED OTHERWISE. HORIZ HORIZONTAL UNO UNLESS NOTED OTHERWISE CONCRETE WITH ENGINEER'S APPROVAL. 2.6. DOWELS SHALL MATCH SIZE AND SPACING OF MAIN REINFORCEMENT,UNLESS OTHERWISE NOTED. 3.6. ALL POSTS AND COLUMNS FROM HEADERS AND BEAMS SHALL BEAR CONTINUOUSLY TO CONCRETE FOUNDATIONS HT HEAVY TIMBER U/S UNDERSIDE OF STRUCTURAL STEEL INCLUDING SOLID BLOCKING IN FLOOR SPACES. L INSIDE FACE V VERTICAL 3.5. PROTECT THE SITE AND ALL CONSTRUCTION,EXISTING AND PROPOSED,FROM THE EFFECTS OF!FREEZING OR FROST LSL LAMINATED STRAND LUMBER VIF IF VERIFY IN FIELD ACTION. 3. RELATED ITEMS WALL STEP 3.7. ALL BOTTOM BEARING PLATES,FOR STUD WALLS OR BEAM BEARING,SHALL BE ANCHORED TO THE FOUNDATION WITH 5/8" LVL LAMINATED VENEER LUMBER WWS WF WELDED WIRE FABRIC 3.6. MAINTAIN 3-0 MINIMUM FROST COVER FROM FINAL GRADE TO BOTTOM OF ALL FOOTINGS. 3.1. WATERSTOP SHALL BE 3/4"xl"SWELLSTOP STRIP APPLIED WATERSTOP AS MANUFACTURED BY SIKA OR EQUIVALENT. 1. SUBMITTALS FOR REVIEW DIAMETER ANCHOR BOLTS AT 4'-0"ON CENTER,UNLESS NOTED OTHERWISE. 4. BACKFILL AND COMPACTION 3.8. ALL BEARING WALLS SHALL BE BLOCKED AT 4'-0"ON CENTER,VERTICALLY,UNLESS NOTED OTHERWISE. 1.1. SHOP DRAWINGS: INDICATE PROFILES,SIZES,SPACING,LOCATIONS OF STRUCTURAL STEEL MEMBERS,INCLUDING 4.1. PLACE AND COMPACT BACKFILL IN EQUAL CONTINUOUS LAYERS NOT EXCEEDING 8"OF COMPACTED DEPTH FOR HAND HELD OPENINGS,ATTACHMENTS,AND FASTENERS. SHOW ALL CONNECTION DETAILS.INDICATE WELDED CONNECTIONS WITH AWS 3.9. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE TREATED,PT. STRUCTURAL DRAWING LIST COMPACTION EQUIPMENT AND A MAXIMUM OF 12"INCHES COMPACTED DEPTH FOR VIBRATORY ROLLERS. DO NOT USE A2.0 WELDING SYMBOLS. LARGE VIBRATORY ROLLERS WITHIN 5 FEET OF BASEMENT WALLS(USE HAND-HELD EQUIPMENT). 2. QUALITY ASSURANCE 3.10. HOLES FOR BOLTS SHALL BE 32'TO LARGER THAN NOMINAL BOLT SIZE. S-000 GENERAL NOTES 4.2. MAINTAIN+/-1%OF OPTIMUM MOISTURE CONTENT OF BACKFILL MATERIALS TO ATTAIN COMPACTION DENSITY. 2.1. FABRICATOR AND ERECTOR: COMPANY SPECIALIZING IN PERFORMING THE WORK OF THIS SECTION WITH MINIMUM FIVE 3.11. FILL ALL FASTENER HOLES IN WOOD CONSTRUCTION CONNECTORS WITH MANUFACTURER'S RECOMMENDED FASTENER. YEARS EXPERIENCE. S-100 FOUNDATION PLAN 4.3. BACKFILL SIMULTANEOUSLY ON EACH SIDE OF FOUNDATION WALLS. 3.12. FOLLOW PREFABRICATED WOOD JOIST MANUFACTURER RECOMMENDATIONS. S-101 FIRST FLOOR FRAMING PLAN 3. MATERIALS S-102 SECOND FLOOR&LOWER ROOF FRAMING PLAN 4.4. DO NOT BACKFILL WALLS UNTIL FLOOR FRAMING SUPPORTING TOP OF WALLS AND SLAB ON GRADE SUPPORTING BOTTOM S-103 UPPER ROOF FRAMING PLAN OF WALLS IS IN PLACE. 3.1. UNLESS NOTED OTHERWISE,STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: S-104 CEILING JOIST PLAN 5. BACKFILL REQUIREMENTS 3.1.1. WIDE FLANGES: ASTM A992,GRADE 50 S-200 TYPICAL FOUNDATION DETAILS 3.1.2. ANGLES,CHANNELS,PLATE AND OTHER HOT ROLLED SHAPES: ASTM A36 5.1. FILL WITHIN BUILDING ENVELOPE AND FILL BELOW SLABS: 3.1.3. TUBES:ASTM A500,GRADE C. S-201 TYPICAL FRAMING DETAILS 3.1.4. PIPES:ASTM A53,GRADE B. 5.1.1. MATERIAL: GRANULAR FILL S-300 SECTIONS&DETAILS 5.1.2. COMPACTION: 95%MODIFIED PROCTOR 3.2. BOLTS,NUTS,AND WASHERS: S-301 SECTIONS&DETAILS 3.2.1. BOLTS: TYPE 1,HEAVY HEX,MINIMUM 3/4"DIAMETER. USE"A325"LINO(=ASTM F3125 GRADE A325 OR GRADE F1852); S-302 SECTIONS&DETAILS 5.2. CRUSHED STONE: USE"A490"(=ASTM F3125 GRADE A490 OR GRADE F2280)WHERE NOTED. S-303 SECTIONS&DETAILS 5.2.1. MATERIAL: CRUSHED STONE 3.2.2. NUTS: ASTM A563 HEAVY HEX. S-304 SECTIONS&DETAILS 5.2.2. COMPACTION: MINIMUM 2 PASSES WITH COMPACTION EQUIPMENT 3.2.3. WASHERS: ASTM F436 TYPE 1 HARDENED WASHERS. 5.3. BACKFILL ALONG EXTERIOR OF BASEMENT WALLS AND BEHIND RETAINING WALLS(NOT BELOW SLABS): 3.2.4. PROVIDE BOLT ASSEMBLIES GALVANIZED TO ASTM A153 AT GALVANIZED STRUCTURAL MEMBERS. 5.3.1. MATERIAL: GRANULAR FILL 3.3. ANCHOR BOLTS:ASTM F1554 GRADE 36,UNLESS NOTED OTHERWISE. 5.3.2. COMPACTION: 92%MODIFIED PROCTOR 5.4. BACKFILL ALONG EXTERIOR OF BUILDING AT FROST WALLS(NOT BELOW SLABS.): 3.4. WELDING ELECTRODES:E70xx PER AWS D1.1 UNLESS NOTED OTHERWISE. 5.4.1. MATERIAL: SUITABLE NATIVE SOIL 3.5. GROUT: ASTM C1107,FACTORY-PACKAGED,NONMETALLIC AGGREGATE,NONCORROSIVE AND NONSTAINING, 5.4.2. COMPACTION: 90%MODIFIED PROCTOR SHRINKAGE-RESISTANT GROUT WITH MINIMUM COMPRESSIVE STRENGTH OF 7,000 PSIAT 28 DAYS. 6. MATERIALS 4. FINISH 6.1. GRANULAR FILL: SOILS CLASSIFIED AS GW,GP,SW OR SP PER THE UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM D 248T 4.1. PREPARE STRUCTURAL COMPONENT SURFACES IN ACCORDANCE WITH SSPC SP-2 FOR ENCLOSED STEEL TO RECEIVE Architect: STANDARD PRIMER AND SSPC SP-6 FOR STEEL TO RECEIVE ZINC-RICH PRIMER. 6.2. CRUSHED STONE: SIEVE DESIGNATION %BY WEIGHT PASSING SIEVES 4.2. SHOP PRIME STRUCTURAL STEEL MEMBERS. DO NOT PRIME SURFACES THAT WILL BE FIREPROOFED,FIELD WELDED,OR IN Powers Hancock Design 1 INCH 100 CONTACT WITH CONCRETE. P.O.Box 400 a INCH 90 100 South Jamesport NY 11970 $INCH 2O-55 4.3. STRUCTURAL STEEL MEMBERS NOTED AS GALVANZED SHALL BE GALVANIZED IN ACCCRDANCE WITH ASTM A123. Pi 801-558-3501 N0.4 0-10 N .8 0-5 5. EXECUTION Landscape Architect: Marshall Paetzel Landscape Architecture 6.3. SUITABLE NATIVE SOIL: ON SITE SAND OR GRAVEL REASONABLY FREE OF LOAM,SILT,CLAY,AND ORGANIC MATTER. 5.1. FABRICATE AND ERECT STRUCTURAL 5175 Route 48 L STEEL MEMBERS IN ACCORDANCE WITH THE 2015 AISC CODE OF STANDARD PRACTICE. Mattituck NY 11952 6.4. GEOTEXTILE FABRIC: NON-WOVEN GEOTEXTILE FABRIC,MIRAFI 140N OR EQUIVALENT. 5.2. INSTALL BOLTS IN ACCORDANCE WITH RCSC'S"SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS" Phone:(631)-209-2410 5.2.1. JOINT TYPE: SNUG TIGHTENED,UNO. Structural Engineer: 5.3. WELD IN ACCORDANCE WITH AWS D1.1. MINIMUM WELD SIZES SHALL CONFORM TO AISC REQUIREMENTS FOR MATERIAL Sellers Treybal Structural Engineers PC THICKNESS BUT SHALL NOT BE LESS THAN 1/4"UNLESS SPECIFICALLY NOTED TO THE CONTRARY. Ri Huntington Road,Suite 201 Rchmond,VT 05477 Phone:(802)-497-1174 5.4. ALLOW FOR ERECTION LOADS,AND FOR SUFFICIENT TEMPORARY BRACING TO MAINTAIN STRUCTURE SAFE,PLUMB,AND IN TRUE ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT BRACING. Septic Engineer: 5.5. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUT APPROVAL OF ARCHITECT/ENGINEER. 158 C u Andrews Engineering,PLLC 58 Country Rd 39 Suite 10 Southampton,NY 11968 5.6. AFTER ERECTION,PRIME WELDS,ABRASIONS,AND SURFACES NOT SHOP PRIMED,EXCEPT SURFACES TO BE IN CONTACT Phone:(631)-259-3959 WITH CONCRETE. Land Surveyor: 5.7. GROUT UNDER BASE PLATES. Scalice Land Surveying,P.C. 1 South Bay Avenue Islip,NY 11751 Phone:(631)-957-2400 OF NE�,Y CO � O T R�y69 ��. r- cc m vl i W 10/10 2023 O 087761 F p. S, It is a v la n of NYS Education Law Article 1 ,Section 7209 for any erson, ess he is acting under the it on of a licensed professional engineer to alter this item in any way. Twohig-Zucker Residence 340 Poquatuck Lane Orient NY 11957 SCTM# (1000-27-3-4.3) General Notes SCALE:As Noted S-000 Issue Date: Set: PLAN NOTES: 10/10/2023 Issued for Construction 1. ELEVATIONS ARE BASED ON TOP OF FIRST FLOOR SUBFLOOR REFERENCE ELEVATION 0'-0" FOOTING SCHEDULE 2. "FS"=FOOTING STEP,SEE 2/S-200 3. "TOF"=TOP OF FOOTING MARK SIZE REINFORCING 4. "TOS"=TOP OF SLAB (LENGTH x WIDTH x THICKNESS) (3"CLEAR TO BOTTOM OF FOOTING,U.N.O.) 5. "TOW"=TOP OF WALL 6. "WS"=WALL STEP F2.0 2'-0"x 7-0"x 10" (3)#4 EACH WAY 7. "�Y'=SLAB CONTROL JOINT,SEE 5/S-200 8. "HD"=SIMPSON ANCHOR BOLT FOR HOLD DOWN CAST INTO TOP OF FOLNDATION WALL. SEE F2.5 7-6"x 2'-6"x 10" (3)#4 EACH WAY HOLD DOWN SCHEDULE ON S-102 FOR SPECIFICATION. 9. WHERE INDICATED, 14"AND 24"THICK WALLS TO BE REINFORCED WITH t5 AT 16"oc EACH WAY,AT F3.0 T-0"x T-C"x 10" (4)#4 EACH WAY BOTH FACES OF WALL. SEE 1/S-300 SIMILAR. F3.5 T-6"x T-6"x 10" (4)#4 EACH WAY F4.0 4'-C"x 4'-0"x V-0" (4)#5 EACH WAY FX SEE PLAN, V-0"THICK #5 AT 12"oc EACH WAY F28 28"(P BIGFOOT FOOTING (3)#5 VERTICAL DOWELS 12T-0" 96'-1" 30 11" 24'0" 484" 22'-0" 2A 23'-0" T-11" " " � " T-85" 7'_75" 7'_75" 5 11 12-2 5-11 12 0' 24-0' 12-0 T-8" 14-8 3-8" 8 8 8 T-6" 17'-0" 3'-6" T-6" T_6" 1 40 - S-300 S-304 F28 F28 F28 F28 F28 HD / / HD / \ I / \ / o HD HD I ( HD HD Io ------ I 1 — 1 I ------ -- ----- Tow-2'-2$" \ HD HD ,' \ \ HD HD WS WS I I I 42 32 I r--�" ----- J --'�', I �� -- -- 1 r L---- s - N a TOF 4'Prg (- r�----- r TOF-9-8-g' I o TOW-1'8g" o I TOW 1' -- TOW 1_81_-J _ i S-304 HD S-303 HD TOW-1 4 0 I I I I I FS _ I �� I I I I c,) 1 I - F3A , r- F3_0 , , v II L---�---- --�---- --1---J o r L_---- - -------� �5 L----= --'- ----N -----J ---------- ---J I _ _ L- -------= ------ -=1 - i - N� I I I TOF-4_-3" (n TOF-5'-8$" U) TOF-T-�" I TOF 11' - WST TOW-1 81 ' 1 1 6-0" 5'-0" —� - ------, - _ _ _ --------- - ----=- 16 MIN.DEEP LINTEL L- I I I FTOF-1V-81" --------------� I SEE 21lS-302 FOR REINFORCING 1 L— J L— J 1 1 -'1 I I TOW 4'6g" I s I r----------TOF-11'-8g" i 12"wx5"d " I ( I I I I I I - 1 BEAM POCKET { BEAM POCKET SEE ARCH.FOR R.O.SIZE I ( 1 L----- ' J I F28 1 I I V-2" TOW-0'-2�' i M 1 8"w x 4"d j 1 I HD HD / 0 1 I I 1 #5���C�'@fT€� BEAM POCKET �- I I I BOTH FACES OF WALL _J o �!, CRAWL SPACE I 1 WS i 1 1 0' I 43 2 1 I TICS-4'-6g" 1 1 I I I c�4 I <. I I S-304 FX-TOF 4'-3" 10 ----- - ------------------------------------------------- I -- I ------� ( co I o F3.0 I F3.5 I 6'-2" 5-301 1 ( ,i I V-0" 1'0" TOF 11'-81" TOF-1 V-8g" ( 1 1 1 0 1 s 1 I F28 F28 F2.0 IN ~ I 1 0 8" 8" TOW 0'11 " i i- -i i- -i I I // �l - // - F_ -1 N TOW-4'-6$" I I 1 3 82" 1 — f- —} - - -I I I \ I / `\�;. / 0 I I TOW-1'-�" 1 I �--- -- ---- - - --- 45 € I I I I ! / / 46 IN o s I --------I-------r-----,----- J I I L---J L -� I 5304 �ws I � I I I G" I 1 W N I I OW 1 �- - _._.___--____._ _. S ,J _- - t;l � _.f € CA � F28 TOF-4'-88" u) TOF-5'-8$" ( TOF-T-8$" LL TOF-9'-4' in �---� I - 1'0" 2' 10" 1'0" o ------- I HD HD 8"w x 4"d BEAM POCKET � I OILBASEMENT �� � 'F4.0 ( I a' �--- M ( I ( 10"w x 4"d o 10"w x 4"d TOW-0'-2t' I TOS-1 V-21" BEAM POCKET Cn BEAM POCKET 1 I � s s <'I TOF-11'-8$" I ( HD HD 5-0 5-0" 5'o' 1 2'o I i I I 1 r- TOW-V-8$" I 1 _ F3.0 _ F3.0 CD WS I i 1'0" 1 SEE NOTE 9 L I HD F3.5 F3.5 �-- -- ---- -- 33 -J I I 1 ( I I L--------1 I -� I TOF-11 8$" TOF-1 V-8$° I I S-303 k 1 TOW-2'-8z" I I I I M SEE NOTE 9 1 2 1 " r�, - --1 (-- -� I 1 1 r1' '°I _ -------- 1 I I WS TOW o 28 I I I I 1 I I L-----J �I i "'�v L— —J L— —J TOF 4'-3" 1 r - { �, I I I I I ,,, I I I I IN o f I " HD TOW 1'�1" HD o 0 _j 1 I ( 1 TOW-2'-8- 1 I i I TOW-1-8$ 2 IN 1 1 4 - --1 12"w x 5"d L- - 12"w x 5"d FS =}I 1 BEAM POCKET 1-'- TOW-2'-2 " 7' 11" -� BEAM POCKET 4 � �ro1 1 i 0 I I TOF-11'-$t" d- I I O --- I I GARAGE i I ---fL--- -------I ---------------- TOS-2'-ez" , 0 1 I I I 1 F3.0 - _ I o ao I I ( �----- — -------I 1 I ----- — -----� I — TOF-1V-8$ ,i —i I to Architect: w co M r W :z I I FS I -- i I I w _�J _._...__'. ' _ .. I M 1 L———————————— - -88" { —————————————J I o' 1 I __.__.___.__.___ ._._-.{`::_. ___._._. _ c�-a J p � ( O 1 I Powers Hancock Design TOF 1' _ 1 I I I - 1 1_ " 1^ I I South Jamox e°port NY 11970 bo 1 1 o Cl I 1 -------------- --------------- Y, 1 I w I I _ 8015583501 I I "' o f I I 1 � NQ I I I I o 1 I ~ I I HD HD I I LU w I I I I _ Landscape Architect: N Marshall Paetzel Landscape Architecture 1 I FS _ I TOW-1'8g" I _ I 1 1`�' 5175 Route 48 ,� � 1 � Mattituck NY 11952 in I I O I Phone:(631)-209-2410 1 1 I o r-- 1 ( F28 'F28 F28 I I € FS I _ —-i FS Structural Engineer: 34 �' w I I / \ / I j I N Sellers Treybal Structural Engineers PC TOW-7-81' 1 I S-303 I ( N - - ' _ _ I 1 I 1 1 I 1 65 Huntington Road,Suite 201 2 b + ( I ebaO I I I`caD Richmond,VT05477 WS I ( F$ 1 1 N I i \ , I \O f I 1 i - I - o Phone:(802}497-1174 1 1 - / / I , U_1 I I I U_ M i I ' ____ I --------_1 ------------- 01 IO TOW-1'-88" I —— I � I I � I � Septic Engineer: HD I— — — — — � L I I Dilandro Andrews Engineering,PLLC �— ———_ ——— _' I ( I 1 I 158 Country Rd 39 Suite 10 --------- ------i------ o C,) ( C.1 1 — _ _._ _ - _._._..____.._._ .._ .__ _.- �_._'... I Southampton,NY 11968 I I ' l 0 1 ( 41 I I i Phone:(631)-259-3959 M I I L I I S-304 1 I I I C? I FS I I I ( Land Surveyor: ~ _-_- I - -------------------_--- ------- — I 1 SouScali a Land Surveying.P.C. 11'-4" 11'4" 8" 20 .J I I _ .] 1 South Bay Avenue s-3o1 I I € �� I I s-3o2 I I t L----J- - -- u Islip,NY 11751 1 I I 1 TOW-2'-�" Phone:(631)-957-2400 IL--- ---------'------------2--J 1 1 I I i I Ins �� �oF NEw y ------ 1 � ------------ � ------ CIE I 1 � i 1 TOW-3'-6$" Q41 '0,�,� R TR�y90,A� 16"MIN.DEEP LINTEL 1 ( TOW-1'-8$" * tt HD TOW-1'-8g" TOW-2'-q' TOW-2'-8 " TOW-1'-8g" HD I I SEE ARCH.FOR R.O.SIZE 1 ( m I I€ w I I " I N 10/10�2023 c� 1 I _-- ---1TOF-11-8�---- --_ 1 I O 08776'� C1I —— —————— It is a la n of NYS Education Law I——J r , L—J I Article 1 Section 7209 for any TOW-1'-88" I N TOW-1'-8$" I erson, ess he is acting under the WS i WS ( ion of a licensed professional engineer to alter this item in any way. -- 1 L- TOW 2'2a--�----- TOW 2-�---I I ED 0 04 HD HD I I HD HD 11� Twohig-Zucker —————— L—— ——————— i TOF-1V-8'' Residence 21 340 Poquatuck Lane S-302 Orient NY 11957 SCTM#(1000-27-3-4.3) 6'-42" 1 V-3" 6-47 12'-0" 24'-0" 12'-0" T-8" 14'-8" T-8" 4'-10" Foundation Ir Ir If Plan 24'-0" 48'-0" 22'-0" 94'-0" SCALE: As Noted FOUNDATION PLAN 114"=1'-0" S- 100 Issue Date: Set: 10/10/2023 Issued for PLAN NOTES: Construction 1. SHEATHING: 1.1. FLOOR: 1$"APA RATED,SEE 11/S-201 1.2. ROOF,TYPICAL: J"APA RATED,SEE 12/S-201 1.3. ROOF,AT WRC RAFTERS: J"APA RATED OVER 1 x T&G DECKIIJG,SEE 13/S-201 1.4. WALL: SEE WALL SCHEDULE AND 14/S-20' 2. BEAMS TO BE FLUSH-FRAMED WITH JOISTS UNLESS NOTED OTHERWISE. 3. "PA"INDICATES POST ABOVE. i 40 S-300 S-304 Q�cai�O Q�cohO Q�coi�O i Q��1�0 S,I PT(2)2x10 PT 2I2x10 I I I I NJi �a - I I I I I J Z 1 42 30 32 _` u_i--' PT 2x8 FLOOR JOISTS AT 16"oc = L 5-304 5-303 S-303 PT 2x8 FLOOR JOISTS Al 16"oc i-J - - CONY.5 "x16"PSL+3 "x1n6'PSL RIM BEAM,SEE 1/S-300 16"TJI 230AT 16"oc PT 2 2A0 I PT 2 2A0 PT 2 2x10 SEE 44/S-304 FOR RECESSED k I SUBFLOOR AT HATCHED AREA k HUC210-2 0 , � � ' f �� 1 HANGER � O � _ w ' I PT 2x10 FLOR Of ._I 1 I I I I I I I r 16"TJI 110 i I 1 I ' = AT 16'oc + AT 16"oc I I I I I ' � J I PT 2 2x10 Q 1 k_ 16"TJI 110 FLOOR JOISTS AT 16"oc :a - _ _ _ _ I I (2)16" PT 2x10 FLOOR JOISTS AT 16"oc I I �, N � HANGER > >I 1 2 16"LVL LVL I I 1 1 r4343 I " N w ' Q HANGE 2 "'I I > i I I I I S 3D4 ; PT 2x10 AT 16"oc __ ! — �Ii N i I i i i i = PT(2)2x10 = S-301 -- --- -- -- --i r-- -- N J I I f.— o i } a o W I �6' 16"TJI 230 FLOOR JOISTS AT 16"oc 16' TJI 560 1 ► �� 1 I �� cn c�+ 0I 51 cn z , CD CD 16"TJI 110 JOISTS AT 16"oc AT 16"oc I 1�5 I I,�°' `�' PT 3 2x10 Q PT 3 2x10 Q PT 3 2 10 o cliPT 2x10 N PT 2x10 N 11 c:i i I T T '� x x I o I I w HUC210-3 0 = AT 16"oc "' AT 16"oc ` I I �---- - ----- - -- - -- S3D4 I --'1 I Q I I � HANGER = °- o I I " L S304 I I w l I o_I I t J � 4 1 1 1 1 1 1I I t i 21 U al �I I O I f _ (3)117"LVL(DROPPED) i of i a > PT(2)2x10 N ��� (2)16" I I o I l X ( I I o w o W LVL ' —'I f 1 t PT 2x10 AT 16"cc N N c� Q M I I PT 2x10 FLOOR JOISTS AT 16"oc _ _= PT 2 2x10 Cn I vl I HUC210-2 a HANGER ZI t o I I ��� w PT 2A0 FLOOR JOISTS �I I U I I 5� o = AT 16"oc 16"TJI 110 FLOOR JOISTS AT 16"oc i L�+ I 1 5-303 PT(2)2A0 PT(2)2x10 PT(2)2x10 I $ I I ' I i HANGER CONY.(3)11 ROPPED)"LVL(D ....... a.. ... .. .: ... $ ,. . HGUS5.50/121 U I QP +p QP HANGERI I 1 I _ .. O �I I =o J I I Oil/ � I } I I �I I I 1 f I I c o Q J I 16"TJI 110 FLOOR JOISTS AT 16"oc I I I I o y Architect: o a o a: Qji J a CONT. 3 16"L_V_L --------------- Powers Hancock Design _ ( _ P.O.Box 400 South Jamesport NY 11970 801-558-3501 MIU1.81/16 J HANGER,TYP. STAII LandscapeArchitect: Cq: � � � � ¢' ¢ ; Q.. Marshall Paetzel Landscape Architecture 2 16"LVL 5175 Route 48 PT 2xl0 FLOOR JOISTS AT 16"0c PT 2x8 FLOOR JOISTS AT 16"oc PT 2xl0 FLOOR JOISTS AT 16"oc Mattituck NY 11952 Phone:(631)-209-2410 a V_IHIIU11-21'0-�31-SDS '� a, �� VIUr � a t, l � Cr o Structural Engineer: ja jai I ���,� j aSellers Treybal Structural Engineers PC PT(3)2x12 PT(3)2x12 J = = PT(3)2x12 = PT(3)2x12 65 Huntington Road,suite 201 HUCQ210-3-SDS . . HUCQ210-3-SDS HUCQ210-3-SDS HUCQ210-3-SDS HUCQ210 3 SDSSDS HUCQ210-3-SDS Richmond,VT 05477 1 HANGER HANGER HANGER HANGER HANGER HANGER HANGER HANGER Phone:(802)497-1174 i L Septic Engineer:Di annd o Andrews PLLC 158 Country Rd 39 Suite 10 Southampton,NY 11968 41 Phone:(631)-259-3959 S-304 C/) Land Surveyor: Scalice Land 11 ------ --------------------------------� 20 ---- - _.. - J 1South Bay Avenueing P.C. Islip,NY 11751 Phone:(631)-957-2400 v_ 0 CM N f- OF NEW �P R T RFY r Cr m c I W 2N t0/10/2.023 C� 10877111 It is a a n of NYS Education Low I Article 1 ,Section 7209 for any ersonton ofss he is acting under the a licensed professional I engineer to alter this item in any way. i Twohig-Zucker Residence 21 340 Poquatuck Lane S-302 Orient NY 11957 SCTM#(1000-27-3-4.3) First Floor Framing Plan SCALE: As Noted FIRST FLOOR FRAMING PLAN 1/4"=V-0" S- 101 Issue Date: Set: PLAN NOTES: 10/10/2023 Issued for 1. SHEATHING: HOLD DOWN SCHEDULE WALL SCHEDULE Construction 1.1. FLOOR: 11'APA RATED,SEE 11/S-201 MARK HOLD DOWN LOCATION DETAIL SHEATHING SHEATHING FASTENING 1.2. ROOF,TYPICAL: �"APA RATED,SEE 12IS-201 BOTTOM PLATE 1.3. ROOF,AT WRC RAFTERS: J"APA RATED OVER I T&G DECKING,SEE 13/S-201 O (2)SIMPSON CSHP18 POST IN WALL TO MARK STUDS THICKNESS TYPE FASTENER PANEL PANEL FASTENING TO REMARKS HDa 16/S-201 EDGES FIELD FRAMING BELOW 1.4. WALL: SEE WALL SCHEDULE AND 141S-201 STRAPS BEAM IN FLOOR BELOW 7 4- INDICATES NUMBER OF JACK AND KING STUDS. PROVIDE(1) ( )JACK STUD AND 1 KING STUD O (3)SIMPSON CSHP18 POST IN WALL TO 0.162'0x 1 PROVIDE SOLID 2. AT END OF EACH HEADER UNLESS NOTED OTHERWISE. HDb STRAPS BEAM IN FLOOR BELOW 16IS 201 4A NIA NIA N/A NIA NIA NAILS AT 16"oc BLOCKING BETWEEN STUDS AT 48 oc MAX. 3. EXTERIOR WALLS TO BE TYPE 6B UNLESS NOTED OTHERWISE. HDc (4)SIMPSON CSHP18 POST IN WALL TO STRAPS BEAM IN FLOOR BELOW 161S 201 HUNTER PANEL 0.162"0x31 ' 46 1�:: 0.131"04 Sbc 6"oc 2 a 8 Xci NB(R-6.8) NAILS NAILS AT 4"oc 4. BEAMS TO BE FLUSH-FRAMED WITH JOISTS UNLESS NOTED OTHERWISE. O (2)SIMPSON CSHP18 POST IN WALL TO N HDd STRAPS POST IN WALL BELOW 171S-201 5. "PA"INDICATES POST ABOVE. O 1" ADVANTECH 0.131"0x 3"oc 6"oc 0.162"0x32" 181S-201 SIMPSON HDU5-SDS2.5 WITH POST IN WALL TO 4C 2 NAILS NAILS AT 4"oc HDe 6. "WRC"INDICATES WESTERN RED CEDAR,NO.2 GRADE(WCLIB),SURFACED FOUR SIDES 'UNDER SB518X24 ANCHOR BOLT FOUNDATION WALL STATED SIZE. O oc SIMPSON HDU5-SDS2.5 WITH POST IN WALL TO O 0.162"0x „ PROVIDE SOLID SB5/8X24 ANCHOR BOLT FOUNDATION WALL 191S 201 6A N/A N/A N/A NIA NIA NAILS AT 16" STOCKING BETWEEN HDf • STUDS AT 48"oc MAX. SIMPSON HDU5-SDS2.5 POST IN WALL TO HDg 8„ 20/S 201 `� HUNTER PANEL 1" 0.162"0x34" WITH a P ANCHOR ROD THICKENED SLAB ON GRADE gg a 1�:: 0.131"0x3T 3"oc 6"oc 2 - s Xci NB(R 6.8) NAILS NAILS AT 4"oc to N 6C ADVANTECH 0.131"IDx22" 3"oc 6"oc 0.162"0x32" NAILS NAILS AT 4"oc HDe HDe S-300 HDe HDe HDe HDe 2 16"LVL FLUSH HDe HDe HDe HDe - 2 16.LVL FLUSH -- ------------------------ - - Z � tip --- ----------------------- --- 1444411 , _____ `L`� .. I (2)11$'LVL -- --- - --� ­11 HDe � ---oo ---------------------- --- -- --- -- -- -- -- --- -- --- -- --- ----------------------- ------ - _ CONT.16"LVL RIM JOIST e LJi , 1 `� , I 1:: ; r -- ---L-- --- -- --- -- -- --- - c�f6+- 6C CD M can �--------(3)92_LVL--------�� �-�=� --- -- --- -- ��24"LVL -- -=- -- --= �� ���---------(3)92 LVL--------�� _'- �._I ! ( - 1' I ' 1 CONT.5"x l 1"PS .. _ . - 1 - -- -- 1 O ---- ------------ - - --I--- 1 I L ____________________ cn - - --- -- -- --- - --- -- SUBFLOOR AT HATCHEDOEAREA I ° ��• I { O�' HU9 HANGER, I ---------- ---_-�NI _ o TYP. I I I _ - _h -�-41 I 6C >`D II 6C I ------------- ---------- - 1 x r 001 I N (1)16"LVL NI I }co I- 2A0 RAFTERS AT 16"oc 0`1 _ `+ { 1 { I - I 1., I HDe HDe O 11 I I (2)q'LVL U410 HANGER 6C 2�6' I I j I U410 HANGER vz 1 I I- 1 I I I 1 - I - - ----- ---- ----- 31 w I 1 1 _: 1_I 1 O 11 ¢ I I I_ }- I I.{ - - - I I a PT 2 2X10 5-301 -- --- ------ ------ I - k LGUM410 SD Z OG 1 U } 1 I cn LUS210-2 10 --- - -4-4--------- --- - N Q 1 �L f- 1 I I Q ;_- ----- --�--- ----- 0 2 I I P I I-I - I LGUM410-SDS HANGER TO ,, cn HANGER,TYP. -- O I U S HANGER I N c� 1 I y`}� L ° I ° 1 ° 1 I�' I I t. l 1 O I I O o TO GROUT-FILLED CMU I ¢ I I `'� G O I I 1 1 Q GROUT-FILLED CMU,TYP. O Q 1 I I o ¢ J =LVL >i I_ J 1 __., -. a _, !16"TJI 560 FLOOR JOISTS AT 16"oc �1 1 16"TJI 230 FLOOR JOISTS AT 16"oc � N oo N 1 I ch I I I Nam.., Na... o > I _. . ._. > N w � r i v ' { I o -� I IUS HANGER, ~ a I I 'ril I 1- ~ I H cn , TYP. cn 11: "I I o E O ' r I � w U) w I I- a 1 O I I I I cx `l} �`L} �� I Z J Z �I I cn 1 16"LV'I— 6' ti w i i = 11 I 11 I I -1 I I I { I I I —T o PT 2 2x10 o� - I o ; 1 a ..,-,: . .:•.. I I I- 1 O I I I I I LUS210 2W LUS210 U410 HANGER (2)9z::LVL _ (2)2X10 I I I '- I I I I I w (2)2x10 I 1 yi , IY o / , O o I I I I I HANGER, oO o/ J = _,.. '1 I ' (SQUARE) I (SQUARE) , { I_ o I I 11 u' 1 TYP. TYP.`0 CID 6C o' +6 +6 6C f f a/ /�/% `n I 1 a �O� HDb SEE 44/S-304 FOR RECESSED HDe / STAIR HDe o o o - [US HANGER, no aOI 1 X `.� t�Q X I X .��!'• Q�' X �' SUBFLOOR AT HATCHED AREA I i HDe HDe / _ �13KINSG 18 STRAP-TIE ACROSS `ti o I N Gj�! N I N Gj�! N _ - 1 I 1 I J 1 cr / ND STAIR HEADER � � I 1 � a _.._._.._. :_._ 1 {'�� 2 2x10 2 2x10 6C 1 6 o s ss 1 1 O�' '. 01 / � - 1 1 � � } } F� G o 6C 6C 2 16"LVL _ '--... _.a._ _� F - o� _ _ �_'_i_ -I- ._.� -� �- - QUAKE) � (SQUARE) - i i h o 6 I I 5 5� U, ` t' - HDf _._. n. _. -t- _ i -1 - .._. _ _ _ .. -._.. ._- 1 I 7� I 1 " �1 f�// �/,/��/��1._ 0 2x10 RAFTERS AT 16 oc __ g`� � I O � �, HU9 HANGER, HU9 HANGER, HU9 HANGER I 1 / / // CONT.5 x91"PS 1 / o Q�//��// /%/I TYP. O 6C TYP. TYP. jrb4- CONT.(3)9°LVL I-j - -- --- -- --- -- --- --TIR-- --- --T-- -- --- -- --- --- - u 6C `�fG f i �•� ' 1 - -- - / �� ~/ J ! L - -- - - -- - -- - -- - - -- - -- -- -- --- - CONT. 16"LVL RIM JOIST DIAGONAL HATCHING INDICATES AREA I/ // jj' o i /// ` t j - ! 1 a I -I I I 1 1 1 1 - - I // / m � � / /�/ `- ° P - , a r- }p I I 1 1�o I I I wr I 1 I �o I I I I p HDe HDe WITH 2x4 BLOCKING AT ALL FLOORS _� -______ �-__{ =�' -� �1 J 3 CID I D �,P ¢ �,P r/,C�_!1/_ 4° L1/�//i//N(4116":L' L_-�t �_� _I 1 �. ! l _ f-! N X I I Q = Q x SHEATHING PANEL EDGES,SEE 11/S-201 �,..r - f----------- ------ --------------- ----------1 1 `Iv c"I I Gd Gd NI MIU1.81/16 HANGER (1)16"LVL I �' HDb - (3)92"LVL 9j'TJI 110 ROOF JOISTS AT 16"oc ___ _ __(3)92"LVL__ _ __- c ------ 1 I 1 ��� ---------------------------- -------------------------- - - - _! �'+ Architect: 1 1 1 o SEE 44/S-304 FOR RECESSED . c=n 1 1 1 SUBFLOOR AT GRID HATCHED AREA u- IUS HANGER, > 1 16' LVL Powers Hancock Design J TYP. ° I I 2 2XS 2 2X8 2 2X8 P.O.Box 400 N I I I -� o South Jamesport NY 11970 M 1 I ------ ------ - --- o _I �6C> 801-558-3501 O ool �o , oo I c0 � � 00 INI �l`L I �`+6, N I ,= to HDc _. _. .. STAIR - HDc �o _0 1 I I I I I ; N 1 ¢ `I Landscape Architect: I 1 `') 1 I HDe I HDe � a Marshall Paetzel Landscape Architecture 6x10 WRC ROOF JOISTS AT 2'-3"oc± 2 16"LVL 5175 Route 48 I I 1 i 1 }O }O Phon°e:(631)2095 410 I I I 11 G 1 G G 1 I - CONTINUOUS CSHP18 STRAP-TIE `L ACROSS BLOCKING AND STAIR HEADER Structural Engineer: " I I _. _-..._ ____ ._. 65 Huntington Road,Suite 201 MIU1.81116 HANGER { 1 Sellers Treybal Structural Engineers PC (1 16 LVL 8x12 WRC 8x12 WRC I I 8x12 WRC 8x12 WRC it3Richmond,VT 05477 ---------------- ---------------- I , Phone:(802)-49 -1174 o� 0 6C U ----__-- I 1 0 . - - - - Septic Engineer: HDf - ' 1 - `� Dilandro Andrews Engineering,PLLC L 158 Country Rd 39 Suite 10 cn Southampton,NY 11968 Phone:(631)-259-3959 cn O i 41 1 c~_n I HDg ao1 0o I O co1 o NI S-304 �, I � NI o N I o __. .._. _ Land Surveyor: I 1 O . ...-.. _._ .. { Scalice Land Surveying,P.C. o _—_ 20 �' 1 South Bay Avenue ------ - ------------------------------o --------------- - -- ch Islip,NY 11751 5-301 S-302 Phone:(631)-957-2400 CV - ---------�2) "LVL__------ _ -------------- ------- --LVL ----- -- -------------- rr T O• 'A, HDf HDf 2x8 RAFTERS AT 16"0c ,- Cc w - -- - -- --- - m w _L1)16_LVLLFLUSH�_ 08776" (1)16"LVL(FLUSHL-- --- --. .. S -- -- - - - --- NI - - -- - - - - -- - It is a la n of NYS Education Law 2x10 RAFTERS AT 16"oc Article 1 ,Section 7209 for any erson, ess he is acting under the 2 2X10E�* it ion of a licensed professional I }p �� engineer to alter this item in any way. HDe HDe HDe HDe Two h i g-Z u c ke r 21 Residence S-302 340 Poquatuck Lane Orient NY 11957 SCTM# (1000-27-3-4.3) Second Floor & Lower Roof Framing Plan SCALE: As Noted SECOND FLOOR & LOWER ROOF FRAMING PLAN Issue Date: Set: PLAN NOTES: 10/10/2023 Issued for 1. SHEATHING: HOLD DOWN SCHEDULE WALL SCHEDULE Construction 1.1. FLOOR: 1$"APA RATED,SEE 11/S-201 1.2. ROOF,TYPICAL: 4"APA RATED,SEE 12/S-201 MARK HOLD DOWN LOCATION DETAIL SHEATHING SHEATHING FASTENING BOTTOM PLATE MARK STUDS FASTENING TO REMARKS 1.3. ROOF,AT WRC RAFTERS: q"APA RATED OVER 1x T&G DECKING,SEE 13/S-201 O (2)SIMPSON CSHP18 POST IN WALL TO THICKNESS TYPE FASTENER PANEL PANEL 1.4. WALL: SEE WALL SCHEDULE AND 14/S-201 HDa STRAPS BEAM IN FLOOR BELOW 16/S-201 EDGES FIELD FRAMING BELOW 2. '� INDICATES NUMBER OF JACK AND KING STUDS. PROVIDE(1) CK STUD AND(1)KING STUD JA O (3)SIMPSON CSHP18 POST IN WALL TO N/A NIA N/A N/A NIA 0.162"�x32" PROVIDE SOLID / HDb 16IS-201 4A BLOCKING BETWEEN AT EACH END OF EACH HEADER UNLESS NOTED OTHERWISE. STRAPS BEAM IN FLOOR BELOW NAILS AT 16" � ocSTUDS AT 48 oc MAX. 3. EXTERIOR WALLS TO BE TYPE 6B UNLESS NOTED OTHERWISE. HDc (4)SIMPSON CSHP18 POST IN WALL TO 16/S-201 ED 4B 1- 1 HUNTER PANEL 0.131"0x34" 3 oc 6"oc 0.162"�x32" STRAPS BEAM IN FLOOR BELOW a 8�� Xci NB(R-6.8) NAILS NAILS AT 4"oc HDd (2)SIMPSON CSHP18 POST IN WALL TO 171S 201 N STRAPS POST IN WALL BELOW 1 0.131"0 ,i 0.162"04' SIMPSON HDU5-SDS2.5 WITH POST IN WALL TO 4C 2' ADVANTECH `� 3'oc 6 oc HDe 18/S-201 NAILS NAILS AT 4"oc SB5/8X24 ANCHOR BOLT FOUNDATION WALL .162"fix " PROVIDE SOLID 0 HDf SIMPSON HDU5-SDS2.5 WITH POST IN WALL TO 19/S-201 6A N/A NIA N/A N/A NIA BLOCKING BETWEEN SB5/8X24 ANCHOR BOLT FOUNDATION WALL NAILS AT 16"oc STUDS AT 48"oc MAX. OHDg SIMPSON 20lS 201 ON HDU5-SDS2.5 POST IN WALL TO `D WITH 8"(P ANCHOR ROD THICKENED SLAB ON GRADE 6B 1�' HUNTER PANEL 0.131"04' 3"oc 6"oc 0.162"(04' O a 8 Xci NB(R-6.8) NAILS NAILS AT 4"oc cc N 6C 2" ADVANTECH 0.131"�x22" 3"oc 6"oc 0.162"�x32" NAILS NAILS AT 4 oc �O �P 5� 30 _. . „LVL- S 303 _. .__._, �'�.._....,.. 5�14"LVL HDd -------- ----------- HDd HDa w a — w `Q0 6 1 �� �� 1"' �� � O o _. . . Qg� G _`L U 2x8 (2)74 LVL �f HDb - ED N N XI i HDa ti� -t I , —————— ------------- -------------�--- I { I 1 I?�✓ �q�I 1 . --- -- --- I 12A0 RAFTERS AT 16"oc 2x10 RAFTERS AT 16"oc N o N o i i CIDI I — =— --- ---oOi i N CV _� 1D I I cn cn J{ 11 I { I `ti}� 6C i 2)2x10 { 1 _ --- — ------ I I --- 5-301 I I w uw ~�I _ . -- -- - - -- --- -- - I M41 S HANGER Db H � � I � � ,o� , LGU 0-SD ANG v{ I W _TO GROUT FILLED CIVIL 4, L )'� i I N 2)1 VL(CONY.2 SPANS 1 I N :i — N I I { — NoCE 1 Na r � i i J =i iFcc o(� � �,P �� � Q , tI F- _j V :,J W W¢ J -- --- a -_ LRU210Z �I i QC'9 l/9C�4 c�i� GG N r HANGER,TYP. I I COL _ _ HDb -� ---- LU ILL LL_ (2)2x10 6C `L X N _ N vl I ry m af u'-- o — --- i 2x10 RAFTERS AT 16'oc 2x10 RAFTERS AT 16"oc I 1 �✓ N S P� N HDd HDd S� G X NI I ;; G O OO (2)2X10— a I -- Q -- --- --- j LSSR210-2Z HANGER,TYP. (2)2x10 OVER WALL o _. ...,v, col Cfl J 2x6 _NI _ I i N f XI 1 NI w = —x �—� �P�V zo a_Nco _ Lj_ HC)� N a o a HDa - - - _ .. . _ ... „.._ . —7—, --- — -- -- o _�2)2x8 j2Z2x8 _�212x8_ — N HDb O .. .. _ X 6C - `�� , 00 ` NI I -- Architect: HDd IL c� +6 6C �aO I I o 0 1 I GG I t o 0 1 1 Powers Hancock Design I I- Q LRU210Z LRU21OZ Q { I B JameOs o NY 11970 2 2x10 ! 2 2x10 1 v7 HANGER,TYP. HANGER,TYP. N t I r Sout p rt I f- I I of I m � w— w ' m �{ I 801-558-3501 I F_ Fw- I I NI 1 4 og \G o � o � \�� o2 �xl I 1-- U_ — u t 1 1 x � �G�'_X < X =) �G� X I I —N C3 ;C3 �Q N E9l 1 1 1 I ;1 I 5� cn S� i I Landscape Architect: 11 O o 11 2 2x10 2 2X10 Marshall Paetzel Landscape Architecture I I cv cV I I LSSR210-2Z LSSR210-2Z 5175 Route 48 HANGER,TYP. HANGER,TYP. Mattituck NY 11952 I l Phone:(631)-209-2410 I I > 1 I t , oO Structural Engineer: Sellers Treybal Structural Engineers PC 65 Huntington Road,Suite 201 ----------- ----------- _ Richmond,VT 05477 ----------- ----------- o Phone:(802)-497-1174 cfl 'v Septic Engineer: c, w w Dilandro Andrews Engineering,PLLC `c�fl U_ LL- 158 Country Rd 39 Suite 10 LRU210Z LRU210Z 4Q Southampton,NY 11968 1 o HANGER,TYP. HANGER,TYP. o I I:' Phone:(631)-259-3959 �I 1 X x col I N I I `�' N uj N Land Surveyor: F- U_ 11 — I { t I Scalice Land Surveying,P.C. --- -- ------------o ------------- ----- 0 20 --- - - ----------- ------------ --- — 1 South BayAvenue ------------ 04 S-301 X X 5-302 -._...____._..,._._.._._. . . _ .. ._ - ------ - Islip,NY 11751 Phone:(631)-957-2400 Z 1 O " (2)11�' L/L 2 11Z LVL -- -- ------ ti - ------ -- -- -------- HDd �OF NEW HDd Ir I I n 1 08776A 2 7 ' LVL It is a bla nof NYS Education Low O Section 7209 for any erson, ess he is acting under the it ion of a licensed professional UPPER GABLE WALL - engineer to alter this item in any way. Twohig-Zucker Residence 340 Poquatuck Lane Orient NY 11957 SCTM#(1000-27-3-4.3) Upper Roof Framing Plan SCALE: As Noted UPPER ROOF FRAMING PLAN S- 103 Issue Date: Set: 10/10/2023 Issued for Construction , r , I . r U) " U , 2x8 CEILING JOISTS AT 16„oc _. . '._. .. t 7 ' I i O U co N to m x ; N 1 Q � Q i fA _J - - W ' • U SEE ARCH.FOR ) N SKYLIGHT DETAILS _ .. . _ . _ ... .- . ._ . .. . . .. . ... . . . . _ .- - .. Architect: Powers Hancock Design 0 P.O.Box 400 _ - _ = 01558 3501 z 0� Z � South Jamesport NY 11970 N Q i 0O X cn Landscape Architect: CV U) ~ N r `� O `' p Marshall Paetzel Landscape Architecture 5175 Route 48 Mattituck NY 11952 Phone:(631)-209-2410 SEE ARCH.FOR Structural Engineer: SKYLIGHT DETAILS Sellers Treybal Structural Engineers PC 65 Huntington Road,Suite 201 Richmond,VT 05477 , Phone:(802)-497-1174 Septic Engineer: Dilandro Andrews Engineering,PLLC 158 Country Rd 39 Suite 10 Southampton,NY 11968 Phone:(631)-259-3959 Land Surveyor: Scalice Land Surveying,P.C. 1 South Bay Avenue Islip,NY 11751 _. Phone ( )6319 57-2400 oF NE R rRE� y°9 *CD 0„ i I w 2�' 10 2023 08776� Sl4 P It is a la n of NYS Education Law Article 1 ,Section 7209 for any erson, ess he is acting under the i ion of a licensed professional engineer to alter this item in any way. Twohig-Zucker Residence 340 Poquatuck Lane Orient NY 11957 SCTM#(1000-27-3-4.3) Ceiling Joist Plan SCALE: As Noted CEILING JOIST PLAN 1/4"=1'0" S- 104 LAP AP J"V-GROOVE WITH SEALANT Issue Date: Set: w w EACH FACE 10/10/2023 Issued for � � I Construction 0 z (D z a FOUNDATION WALL z o w 0 w O LU O W a CONTROL JOINT NOTES: STANDARD HOOK,TYP. g 1. JOINT TO BE LOCATED WITHIN 10'-0"OF CORNERS. DOWELS TO MATCH SIZE AND DOWELS TO MATCH SIZE AND 2. JOINTS TO BE SPACED 20'-0"MAXIMUM. SPACING OF THE WALL WITH SPACING OF THE WALL WITH THE HEAVIEST HORIZ.REINF. THE HEAVIEST HORIZ.REINF. LAP SPLICE TYP HORIZONTAL WALL 1'-6" STANDARD HOOK,TYP. REINFORCING ,ky STANDARD HOOK,TYP. DOWELS TO MATCH SIZE AND CONTROL JOINT 4"DIA.PERFORATED PVC FOUNDATION DRAIN ———————————————— BOTTOM REINFORCING BARS DOWELS TO MATCH SIZE AND SPACING OF THE HORIZ.REINF. (PERFORATIONS PLACED DOWN)IN CRUSHED IN FOUNDATION WALL SPACING OF THE HORIZ.REINF. IN THE INTERSECTING WALL =o STONE WRAPPED WITH NON-WOVEN FILTER IN THE INTERSECTING WALL z_ z_ FABRIC(MIRAFI 140N OR EQUIVALENT)WITH o 3116"WIDE SAW CUT WITHIN 12 HOURS OF PLACING CONCRETE 12"MINIMUM OVERLAP. PROVIDE CLEANOUTS z o "—AND NO MORE THAN FOUR HOURS AFTER FINAL TROWEL. USE EARLY ENTRY SAW AT SLABS ON GRADE AND TOOL AT CORNERS AND EVERY 50'MAX. COORDINATE WITH SITE DRAWINGS. -------- --- —————— THIS SIDE cr_ THIS SIDE o °UJI JOINTS AT TOPPINGS. FILL WITH APPROVED ELASTOMERIC OIL MAINTAIN INVERT BELOW z POURED �; I POURED z JOINT SEALANT COMPATIBLE WITH THE FLOORING. BASEMENT SLAB ELEV. a LAP LAP FIRST 2-1 SECOND o CD LAP `V o LAP X X XX X X J BENTONITE WATER STOP J Q MINIMUM 1 CUT ALTERNATE WIRES OR REINFORCING BARS AT CONTROL JOINT cn DOWELS WITH STD.HOOK, #4 U-BARS TO MATCH o P a MATCH SIZE AND SPACING SPACING OF HORIZ.REINF. ° REINF.TO MATCH LONGITUDINAL FOOTING REINFORCING Z zo OF HORIZ.REINF. g FOOTING REINFORCING 1'0" w ADD(2)VERTICAL BARS, ADD(2)VERTICAL EARS, z w SAME SIZE AS TYP.VERT.REINF, SAME SIZE AS TYP.VERT.REINF. ~ w O cn AT WALL ENDS,DOOR JAMBS, AT WALL ENDS,DOOR JAMBS, CONSTRUCTION JOINT o AND OPENINGS,U.N.O. AND OPENINGS,L.N.O. TYPICAL FOOTING DRAIN TYPICAL FOOTING STEP TYPICAL WALL CORNER, INTERSECTION AND END DETAILS TYPICAL CONCRETE WALL JOINTS TYPICAL SLAB ON GRADE JOINTS NO SCALE 2 NO SCALE (])—NO SCALE 4 NO SCALE 5 NO SCALE 6x6-W2.9xW2.9 #4 AT 12"oc EACH WAY WELDED WIRE FABRIC 6442.9xW2.9 WELDED WIRE FABRIC 0° af 10 MIL.POLY VAPOR RETARDER a af ��Ici J g - ¢ 10 MIL.POLY VAPOR RETARDER cn —IN W v U cn —IN u-w `v U J �t U x x x x x x x x x x x x x x x x x x + .- i ' ; . .. ,. RIGID INSULATION,SEE ARCH., .tom,., „ „ ,:.r.yr.�1..•+'y ,.r.;x,,,,.. Y ;' dV� z . d. 25 PSI MIN.COMP.STRENGTH z ram` a y co $ CRUSHED STONE ?` CRUSHED STONE �I A LAYER 10 MIL.POLY VAPOR RETARDER DRAINAGE GE - DRAINAGE LAYER 8. ..# " , A. t 3..jI CRUSHED STONE DRAINAGE LAYER _ UNDISTURBED EXISTING r I ! I_ ! _ ff , SUBGRADE RIGID INSULATION,SEE ARCH. _ UNDISTURBED EXISTING a. I i i i I , ' i ! •_} _�._.., '. I p ' , ( , � --- , � �--.-....: ' _,-.s^.I 1 -9 ( ( ..A ,,r" M` a`.' !' .e' t.a F ..+!' .A�, .d <,.{ .f d �A .+` � { k SUBGRADE K `D CRUSHED STONE i . DRAINAGE LAYER + J UNDISTURBED EXISTING SUBGRADE �_._�__1 NOTES: NOTES: ' 1. MESH LAPS MUST BE TIED SECURELY. LAP AT LEAST(2)MESH PANELS(1'-0"NIIN). 1. MESH LAPS MUST BE TIED SECURELY. LAP AT LEAST(2)MESH PANELS(1-0"MIN). i-� -- -1;-1! -i �! -� { l,_e_ UNDISTURBED EXISTING 2. WHERE REQUIRED,LOCATE UNDERSLAB DRAINAGE IN COMPACTED CRUSHED 2. WHERE REQUIRED,LOCATE UNDERSLAB DRAINAGE IN COMPACTED CRUSHED ---' ' ---� '---` ! ' -- �— ` ` `— ! l--' ' ' SUBGRADE STONE DRAINAGE LAYER. STONE DRAINAGE LAYER. s TYPICAL BASEMENT SLAB-ON-GRADE SECTION 7 TYPICAL GARAGE SLAB-ON-GRADE SECTION $ TYPICAL CRAWL SPACE SLAB-ON-GRADE SECTION 9 TYPICAL EXTERIOR SLAB-ON-GRADE SECTION NO SCALE NO SCALE NO SCALE NO SCALE Architect: Powers Hancock Design P.O.Box 400 South Jamesport NY 11970 801-558-3501 Landscape Architect: Marshall Paetzel Landscape Architecture 5175 Route 48 Mattituck NY 11952 Phone:(631)-209-2410 Structural Engineer: Sellers Treybal Structural Engineers PC 65 Huntington Road,Suite 201 Richmond,VT 05477 Phone:(802)-497-1174 Septic Engineer: D}landro Andrews Engineering,PLLC 158 Country Rd 39 Suite 10 Southampton,NY 11968 Phone:(631)-259-3959 Land Surveyor: Scalice Land Surveying,P.C. 1 South Bay Avenue Islip,NY 11751 Phone:(631)-957-2400 OF NEwY 'P r — pC \ 1 Lul W m z ZN 10/10 2023 O 08776'\ It is a I in of NYS Education Law Article I ,Section 7209 for any erson, ess he is acting under the it ion of a licensed professional engineer to alter this item in any way. Twohig-Zucker Residence 340 Poquatuck Lane Orient NY 11957 SCTM#(1000-27-3-4.3) Typical Foundation Details SCALE: As Noted S-200 Issue Date: Set: 10/10/2023 Issued for Construction SOLID SHIM EACH SIDE KING STUD(S),SEE PLAN OF BEAM �!0* BEAM,SEE PLAN WALL TOP PLATES UPPER WALL STUDS WALL TOP PLATES '9,o POST ABOVE UPPER WALL STUDS UPPER WALL PLATE UPPER WALL PLATE FLOOR SHEATHING e FLOOR SHEATHING SIMPSON CSHP18 STRAP-TIE 0.162"�x32"NAILS AT 12"oc, 11'LSL BLOCKING BETWEEN JOISTS o AT EXTERIOR WALLS AND STAGGERED,TYP. 0 (2x BLOCKING AT 2x JOISTS) • SHEAR WALLS,ON TOP OR EDGE OF WALL PLATES (6)0.162"(Px4'NAILS EACH SIDE \ OF TOP AND BOTTOM SPLICE,TYP. FLOOR JOISTS FOR HEADERS SUPPORTING ROOF LOADS: WALL PLATES (1)CSHP18 STRAP-TIE PER JACK STUD, WITH(8)0.131"x22"NAILS PER END WALL STUD,TYP. 0.162"(P4'NAILS AND 10"END LENGTH CENTER TOP AND BOTTOM EACH SIDE AT CORNERS, PLATE SPLICES OVER STUDS,TYP. TYP. LOWER WALL PLATES BEAM,SEE PLAN BUILT-UP 2x POST LOWER WALL STUDS HEADER,SEE PLAN,INSULATE (4j'x4 'SIMPSON SDS SCREWS BENEATH FULL WIDTH FLOOR JOISTS SOLID BLOCKING IN FLOOR SPACE, LOWER WALL PLATES BETWEEN PLIES EACH SIDE OF BEAM,U.N.O.ON PLAN MATCH POST ABOVE NJKING STUD EACH SIDE �j 2x CONTINUOUS PLATE TOP AND OF BEAM LOWER WALL STUDS BOTTOM OF HEADER W,SEE PLAN,MATCH POST JACK STUD(S),SEE PLAN JACK STUDS BENEATH PO ABOVE ST OUNLESS NOTED OTHERWISE FULL WIDTH OF BEAM, U.N.O.ON PLAN TYPICAL WOOD HEADER IN WALL TYPICAL BEAM BEARING IN WALL &NCO YPICAL TOP PLATE LAP SPLICE TYPICAL BLOCKING AT BEARING WALLS TYPICAL FLOOR SPACE BLOCKING AT POSTS 1 NO SCALE 2 NO SCALE SCALE 4 NO SCALE 5 NO SCALE _ MEMBERS UP TO 14"DEEP: N (2)3g"LONG SIMPSON SDW WALL STUD i ; EWP-PLY SCREWS AT 16"oc NOTE: WHERE RAFTERS DO NOT ALIGN ON BOTH SIDES OF RIDGE, NOTE: WHERE RAFTERS/TRUSSES DO NOT ALIGN WITH STUDS, ADDED SCREWS THIS DETAIL APPLIES SIMILARLY AT PCSTS WRAP STRAP FROM RAFTER OVER TOP OF RIDGE AND DOWN TIE RAFTERS/TRUSSES TO TOP PLATES WITH SIMPSON H2.5A AND TIE AT DEEP MEMBERS ;'. i MEMBERS MORE THAN DEEP: SUPPORTING ROOF LOADS: OPPOSITE FACE OF RIDGE. TOP PLATES TO STUDS WITH H2.5A PLACED ON SAME SIDE OF WALL. E 38"LONGWP PLY SCREWS AT SAT 16"oc SDD W • BUILT-UP 2x POSTS-(1)CSHP18 PER PLY • *WIDE SOLID POSTS-(2)CSHP18 MEMBERS • 54"WIDE SOLID POSTS-(2)CSHP18 (2)1d„ 1'-0"MAX. 1'-0"MAX. • 7"WIDE SOLID POSTS-(3)CSHP16 SIMPSON CSHP18 STRAP-TIE WITH (8)0.131"�x2�"NAILS PER RAFTER RAFTER OR TRUSS MEMBERS UP TO 14"DEEP: `V "' (2)5"LONG SIMPSON SDW EWP-PLY RIM JOIST WALL TOP PLATES 4 SCREWS AT 16"oc SIMPSON CSHP18 AT 32"oc MAX.,LAP MIN. 10"ONTO UPPER AND LOWER STUDS, AT ADDED SCREWS !!i i ��N DEEP MEMBERS I �i i!.: ; , MEMBERS MORE THAN 14"DEEP: FILL ALL HOLES A,T STUDS AND EVERY OTHER (3)5"LONG SIMPSON SDW EWP-PLY ® ;, CSHP STRAPS MAY BE PLACED SCREWS AT 16 oc {; DIRECTLY ON FRAMING OR ON TOP HOLE AT RIM JOIST WITH 0.131"x22"NAILS OF WALL SHEATHING NON-INSULATED SHEATHING ONLY WALL STUD 3 1j"MEMBERS 1 • SIMPSON CSHP18 AT EACH STUD, WITH 0.131"O'NAILS,LAP MIN. 10" MEMBERS UP TO 14"DEEP: ONTO STUD AND RIM JOIST RAFTER,TYP. N " (2)Qf LONG SIMPSON SDW t EWP-PLY SCREWS AT 16 oc 1 1 i ,I; I ` ; !` 1� 1� t RIDGE BEAM OR NAILER I SUPPORTING BEAM,SEE PLAN ADDED SCREWS AT DEEP MEMBERS ;is MEMBERS MORE THAN 14"DEEP: HANGER,SEE PLAN/SCHEDULE 3"x3"x0.229"PLATE WASHERS SIMPSON H2A HURRICANE TIE, N I i (3)q"LONG SIMPSON SDW INTERSECTING BEAM,SEE PLAN PLACED ON EITHER SIDE OF WALL, ;; '' j EWP-PLY SCREWS AT 16"oc AT SILL ANCHOR BOLTS RIM JOIST NAILED TO EACH RAFTERITRUSS (6)SIMPSON SDW EWP-PLY SCREW • EACH SIDE OF INTERSECTING BEAM ' ' • SILL PLATE AND WALL STUD U.N.O.,SEE TYP.MULTI-MEMBER LVL (4)1 "MEMBERS — SIMPSON DSP AT 16"oc CONNECTION DETAIL FOR LENGTH TYPICAL FLOOR TIE DETAIL TYPICAL RAFTER STRAPS TYPICAL HURRICANE TIES TYPICAL MULTI-MEMBER LVL CONNECTION TYPICAL ADDITIONAL FASTENERS AT INTERSECTING BEAMS 6 NO SCALE 7 NO SCALE 8 NO SCALE 9 NO SCALE 1 V NO SCALE PANEL EDGE FASTENING, PANEL EDGE FASTENING, PANEL EDGE FASTENING, 0.131"fix t"NAILS AT 3"oc 0.131 �x2�"ROOF SHEATHING RING SHANK NAILS AT 4"oc 0.148"00"NAILS AT 6"oc APA RATED SHEATHING, PANEL INTERMEDIATE FASTENING, PANEL INTERMEDIATE FASTENING, SEE PLAN,LONG DIRECTION 0.131"04 NAILS AT 6"oc g PANEL INTERMEDIATE FASTENING, 0.148"00"NAILS AT 6"oc PERPENDICULAR TO FRAMING, "GAP AT SHEATHING JOINTS $ 0.131"04"ROOF SHEATHING ENDS STAGGERED g"GAP AT SHEATHING JOINTS EXCEPT AS INDICATED RING SHANK NAILS AT 6"oc,EXCEPT J"GAP AT SHEATHING JOINTS EXCEPT AS INDICATED OTHERWISE BY MANUFACTURER 4"0c WITHIN 4'-0"OF ROOF EDGE, EXCEPT AS INDICATED 1x DECKING FASTENED WITH OTHERWISE BY MANUFACTURER SHEATHING,SEE PLAN,LONG RIDGE,HIP OR VALLEY OTHERWISE BY MANUFACTURER (2)0.131'Vx22"NAILS PER Architect: 2x4 BLOCKING AT PANEL EDGES SHEATHING,SEE PLAN,LONG DIRECTION PERPENDICULAR TO BOARD PER SUPPORT DIRECTION PERPENDICULAR TO FRAMING,ENDS STAGGERED FRAMING,SEE PLAN WALL STUDS, FRAMING,ENDS STAGGERED FRAMING,SEE PLAN SEE WALL SCHEDULE Powers Hancock Design SUBFLOOR ADHESIVE TYPICAL AT FLOOR P.O.Box 400 South Jamesport NY 11970 801-558-3501 SHEATHING Landscape Architect: Marshall Paetzel Landscape Architecture ' 52 PANEL EDGE FASTENING, 5175 Route 48 Phone: 1)119-2 • SEE WALL SCHEDULE MatPhone:(631)119-2410 PANEL INTERMEDIATE FASTENING, Structural Engineer: • SEE WALL SCHEDULE Sellers Treybal Structural Engineers PC ' WALL SHEATHING,SEE WALL 65 Huntington Road,Suite 201 • SCHEDULE,LONG DIRECTION Richmond,VT 05477Phone:(802)-497-1174 PERPENDICULAR TO FRAMING, SHEATHING BREAKS TO BE ENDS STAGGERED CENTERED OVER FRAMING Septic Engineer: g"GAP AT SHEATHING JOINTS D;landro Andrews Engineering,PLLC 158 Country Rd 39 Suite 10 EXCEPT AS INDICATED Southampton,NY 11968 OTHERWISE BY MANUFACTURER Phone:(631)-259-3959 FLAT-WISE 2x4 BLOCKING AT ALL HEAVY TIMBER FRAMING, PANEL JOINTS WHERE INDICATED SEE PLAN Land Surveyor: ON PLAN Scal;ce Land Surveying,P.C. 1 South Bay Avenue Islip,NY 11751 Phone:(631)-957-2400 TYPICAL FLOOR SHEATHING LAYOUT AND FASTENING TYPICAL ROOF SHEATHING LAYOUT AND FASTENING TYPICAL ROOF SHEATHING AT HEAVY TIMBER FRAMING TYPICAL WALL SHEATHING LAYOUT AND FASTENING 11 NO SCALE 12 NO SCALE 13 NO SCALE 14 NO SCALE OF NEw y �Q' R T RFY 0 RIM JOIST NOT SHOWN FOR CLARITY (WHERE APPLICABLE) Cr z 10/10Iml c� O 08776'\ RIM JOIST NOT SHOWN FOR CLARITY It;s a ola n of NYS Education Law (WHERE APPLICABLE) Article f ,Section 7209 for any POST,TYP.,SEE PLAN erson, ess he is acting under the it ion of a licensed professional STRAP(S)WITH 10'MIN.LAP ONTO POST,SEE PLAN engineer to alter this item in any way. POST,SEE PLAN EACH POST,SEE HOLD DOWN HOLD DOWN,SEE SCHEDULE • ' SCHEDULE FOR SIZE AND QUANTITY ° o ° THREADED BOLTMATCH DIAMETER POST,SEE PLAN -- POST,SEE PLAN Two h i g-Z u c ke r STRAP(S)WITH 10"MIN.LAP ONTO POST AND BEAM,SEE HOLD DOWN SCHEDULE HOLD DOWN,SEE SCHEDULE HOLD DOWN,SEE SCHEDULE . FOR SIZE AND QUANTITY SOLID BLOCKING IN FLOOR SOLID BLOCKING IN FLOOR THICKENED SLAB Residence o° SPACE,MATCH SIZE OF POST SPACE,MATCH SIZE OF POST ° • 0 340 Poquatuck Lane Orient NY 11957 i�I SIMPSON CNW COUPLER NUT SCTM#(1000-27-3-4.3) oo SIMPSON ANCHOR BOLT CAST I SIMPSON ANCHOR BOLT CAST o INTO FOUNDATION WALL, INTO FOUNDATION WALL, SEE SCHEDULE FOR SIZE I I SEE SCHEDULE FOR SIZE it Typical BEAM IN FLOOR FRAMING,SEE PLAN Framing b a i FOUNDATION WALL FOUNDATION WALL u g Details H PT 2x BOTTOM PLATE H DRILL AND SET ANCHOR ROD INTO THICKENED SLAB WITH SIMPSON SET 3G ADHESIVE SYSTEM,8"EMBED. SCALE: As Noted TYPICAL HOLD DOWN DETAIL TYPICAL HOLD DOWN DETAIL TYPICAL HOLD DOWN DETAIL TYPICAL HOLD DOWN DETAIL TYPICAL HOLD DOWN DETAIL S-201 16 NO SCALE 17 NO SCALE 18 NO SCALE 19 NO SCALE 20 NO SCALE Issue Date: Set: RAFTER STRAPS,SEE 7/S-201 10/10/2023 Issued for LVL RIDGE BEAM,SEE PLAN Construction ,k RAFTER HANGER,SEE PLAN,TYP. isl t ROOF SHEATHING,SEE PLAN,TYP. 2x RAFTER,SEE PLAN,TYP. 2x RAFTER CONTINUOUS EAVE TO RIDGE BEVELED 2x BLOCKING BETWEEN RAFTERS I, HURRICANE TIES,SEE 0-201 BEVELED 2x BLOCKING BETWEEN RAFTERS f�I STRUCTURAL WALL WITH INSULATED j I SHEATHING,SEE SCHEDULE 1 ICI HURRICANE TIES,SEE 8/S-201 ROTHOBLAAS LOCKTEVO 75215 CONCEALED HOOK LVL HEADER,SEE PLAN SIMPSON 0.276"q)SDWH SCREWS TIMBER TO TIMBER CONNECTOR AT EACH JOIST, STRUCTURAL WALL WITH AT 4"oc STAGGERED TOP AND WITH(36)0.28"00$"SS SCREWS AND(2)0.20'Vx3g" INSULATED SHEATHING, BOTTOM THROUGH RIM JOIST, SS INCLINED ANTI-SLIP SCREWS FOR UPLIFT RESISTANCE SEE SCHEDULE WITH 2"MIN.PENETRATION INTO ROOF SHEATHING,SEE PLAN BACK SIDE OF WRC LEDGER ROOF SHEATHING OVER DECKING,SEE PLAN FASTEN WRC RAFTER TO WRC BEAM WITH TJI ROOF JOIST,SEE PLAN :. - it LSL RIM JOIST 2)0.276 , ' WRC ROOF JOIST,SEE PLAN (P SIMPSON SDWS SCREW( " 3 MIN.PENETRATION INTO BEAM S I I I I I I M 1 I I 04 ICj WEB STIFFENER EACH SIDE WEB STIFFENER EACH SIDE I I JOIST HANGER,SEE PLAN HURRICANE TIES,SEE 8/S-201 4x WRC LEDGER WRC BEAM,SEE PLAN I I LVL LEDGER FASTENED TO EACH HEADER,SEE PLAN I I WALL STUD WITH(3)0.22"(Px5" f I SIMPSON SDWS SCREWS I I I I I I dl I I I 1 I 1 1 I 1 1 1 I I I 1 , I BLOCKING AT PANEL EDGES, I I SEE 14/S-201,TYP. I I , I I STRUCTURAL WALL WITH INSULATED SHEATHING,SEE SCHEDULE I I I 1 it LVL RIM JOIST,TYP.AT EXTERIOR DECKS, Architect: SEE 14"LSL RIM JOIST,OTHERWISE ARCH. FLOOR SHEATHING,SEE PLAN I PT 2x LEDGER FASTENED TO LVL RIM JOIST CONT.PSL SOLID RIM BEAM FOR DOOR TJI FLOOR JOIST,SEE PLAN,TYP. WITH SIMPSON 0.276"(Px6"SDWH SCREWS Powers Hancock Design P.O.Box 400 I i SUPPORT AND ATTACHMENT,SEE PLAN AT 4"oc STAGGERED TOP AND BOTTOM,TYP. DECKING,SEE ARCH. South Jamesport NY 11970 f 801-558-3501 I JOIST HANGER,SEE PLAN,TYP. PT 2x JOIST,SEE PLAN',TYP. Landscape Architect: "` Marshall Paetzet Landscape Architecture I' III 5175 Route 48 Mattituck NY 11952 d Phone:(631)-209-2410 PT 2x BEAM,SEE PLAN,TYP. II JOIST HANGER,SEE PLAN,TYP. Structural Engineer: Sellers Treybal Structural Engineers PC OI TOW 65 Huntington Road,Suite 201 1" I SEE PLAN Richmond,VT 05477 I 1q LSL BLOCKING BETWEEN JOISTS II Phone:(802)-497-1174 JOIST ENDS TO BE CENTERED OVER BEAM II I� �/ � E PT(2)2x SILL PLATES WITH N)ANCHOR �/ r , 8 LVL BEAM,SEE PLAN r r J ,; 'f' Septic Engineer: ,' \f'`,f; \, f, iw`'',.f `' f' '': �,�, ,: BOLTS AT 32"oC,7 MIN.EMBED ti`l`. r. ° r w , `w, .` .. \'" '`:•. 4 a., , s Engineering,PLLC �'` Dilandro Andrew r' '' ; j , ;' ' .'a :. \.f<'"•` \ s' . r ✓.r.. r r;- ! ✓ws^'.�`5sf r. '' r'`' .: `,✓,'' ' ' °- 39 Suite l0 `r`�1' f' r. `�' - ', / 158CountryRd PT(2)2x6 SILL PLATES WITH srt(P ANCHOR ,j�' ` ',.�` ' ; e w ti Southampton,ton,NY 11968 BOLTS AT 32"oc,7"MIN.EMBED.,WITH Phone:(631)-259-3959 SIMPSON BP5/8-3 BEARING PLATES Land Surveyor: (2)#5,TOP Scalice Land Surveying,P.C. 1 South Bay Avenue Islip,NY 11751 Phone:(631)-957-2400 OF NEwY �P a TREY 0� 111 1 rt m2 II w 12 12 14 J' 10/102023 c� CLEAR CLEAR CLEAR O 08776� It is a la n of NYS Education Law Article I ,Section 7209 for any erson, ess he is acting under the #5 AT 16"oc VERTICAL it ion of a licensed professional #5 AT 16 oc VERTICAL engineer to alter this item in any way. #5 AT 16"oc HORIZONTAL #5 AT 16"oc HORIZONTAL Twohig-Zucker #5 DOWELS AT 16"0c 35" #5 DOWELS AT 16"oc 35" Residence 101, 10" 340 Poquatuck Lane BASEMENT SLAB,SEE 61S 200 Orient NY 11957 BENTONITE WATERSTOP BENTONITE WATERSTOP SCTM# (1000-27-3-4.3) ::, . " Tos Sections & Details —x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x t �.s SEE PLAN OIL TOF C d f d' .,� .✓` ",.w' A ,!( ..R _.A'' ,...sf -..F ..f ,l' 1 Ib `..•" ..,r'g ..ee' r� ✓" - •� X f r a f ., - •' •� -. :,: r•.'.�, .�'. ..i;." ..�.t :..fib" .,_{-.,"' . S > E. 85✓ r -a' ,S , G .r -,. O / ty 'kf r•' 1^. l t „ v ,.;, ;_.. sp � s +•' ..` .d`.., +..' A' A' e" � .o"' er` ,6 .,t' .r' a , r f' P` t• r !. +u' •}t (`v f e FOOTING DRAIN,SEE 1/S-200 FOOTING DRAIN,SEE 1/S-200 SCALE:As Noted (3J#5 5" 1'2" 5" 5" 10" 5" (2)#5 2'_0" 1 t_811 S-300 SECTION Issue Date: Set: 10/10/2023 Issued for Construction RAFTER STRAPS,SEE 71S-201 RAFTER STRAPS,SEE 7/S-201 LVL RIDGE BEAM,SEE PLAN LVL RIDGE BEAM,SEE PLAN RAFTER HANGER,SEE PLAN,TYP. RAFTER HANGER,SEE PLAN,TYP. ROOF SHEATHING,SEE PLAN,TYP. 2x RAFTER,SEE PLAN,TYP. BEVELED 2x BLOCKING BETWEEN RAFTERS ROOF SHEATHING,SEE PLAN,TYP. I � n I 2x RAFTER,SEE PLAN,TYP. Ilil 411I HURRICANE TIES,SEE 81S-201 HEADER,SEE PLAN I I I I I I I I I I I I I t 1 I I I I I 1 I 1 I I I I I i I I I 1 1 I r y L 1 � l oo I11 III I11 ' BEVELED 2x BLOCKING BETWEEN RAFTERS HURRICANE TIES,SEE 8/S-201 /i STRUCTURAL WALL WITH INSULATED J SHEATHING,SEE SCHEDULE FLOOR SHEATHING,SEE PLAN STRUCTURAL WALL WITH FLOOR SHEATHING,SEE PLAN TJI FLOOR JOIST,SEE PLAN INSULATED SHEATHING, TJI FLOOR JOIST,SEE PLAN SEE SCHEDULE ROOF SHEATHING,SEE PLAN TJI ROOF JOIST,SEE PLAN 14"LSL RIM JOIST SEE 1/S-300 FOR LEDGER AND CONNECTION lk LSL RIM JOIST a --r /I 1/ J r a /I J BLOCKING AT PANEL EDGES, BLOCKING AT PANEL EDGES, SEE 14/S-201,TYP. SEE 14/S-201,TYP. J e STRUCTURAL WALL WITH INSULATED SHEATHING, STRUCTURAL WALL WITH SEE SCHEDULE SHEATHING,SEE SCHEDULE STRUCTURAL WALL WITH INSULATED Architect: SHEATHING,SEE SCHEDULE BLOCKING AT PANEL EDGES, a SEE 14/S-201,TYP. Powers Hancock Design / P.O.Box 400 J South Jamesport NY 11970 801-558-3501 Landscape Architect: FLOOR SHEATHING,SEE PLAN Marshall Paetzel Landscape Architecture 5175 Route 48 Mattituck NY 11952 TJI FLOOR JOIST,SEE PLAN,TYP.1�'LSL BLOCKING AT 32"oc LVL BEAM,SEE PLAN Phone:(631)-209 2410 Structural Engineer: 1 LSL RIM JOIST - - - - - - - - Sellers Treybal Structural Engineers PC 65 Huntington Road,Suite 201 f, L L Richmond,VT 05477 PT(2)2x6 SILL PLATES WITH I �„ Phone:(802)-497-1174 -` PT(2)2x6 SILL PLATES WITH$(P ANCHOR r t"(P ANCHOR BOLTS AT 32"oc, �'�f i BOLTS AT 32"oc,7"MIN.EMBED.,WITH 7"MIN.EMBED.,WITH SIMPSON �r SIMPSON BP518-3 BEARING PLATES Septic Engineer: BP5/8 3 BEARING PLATES ' f I Dilandro Andrews Engineering,PLLC (2)#4,TOP GARAGE SLAB,SEE 71S-200 158 Country Rd 39 Suite 10 Southampton,NY 11968 TOW _. _.. TOW /` Phone:(631)-259-3959 SEE PLAN 4 a SEE P OS J111 I I f Land Surveyor: it SEE PLAN 1 x x x x x x x x x x x x x x x x x x x x x x x x x x x Scalice Land Surveying,P.C. 1 ,O -,✓ ,, ✓ r'�f '� /''w r /:' �/ /r 'i✓ ' .J T .. x r _a _ f k a 1 South Bay Avenue I: f 1 sa � � �r >✓ ',, d..y ...i r .� ,.. �� �``• /•.'� !., 1„ ✓'`;` i \,f`. .,✓ `` !`• .✓',. ..!ti. '."r`�' >e- ''-s r'' �i` ')�'" '^v'� .,.,' ,r ,r _r' ., .. � , �,, .. 1_ .', .",.�,r,ti •...\ '... � .. , _l= `�`� t .� } , "'-.r' �, ' . Isli NY11751 4 2 #4, ( ) TOP , ,-�✓. „ _r; �� .,R,�..<.. r •:g" , r _ r •r �- r r � Phone:(631)-957-2400 CLEAR ! x z: r: ',.�� , t jam`:.,o-' #4 AT 16"oc,HORIZONTAL r .r_ ', r.a?• rY,� .,!' ,a .' `.,/-;,> s,j..+f . ,' �.. t r ,.�` - , ,a #4 DOWELS AT 24"oc CRAWL SPACE SLAB,SEE 8/S-200 ¢ OF NE BENTONITE WATERSTOP �� �' W __.... ._ _...__._.--_. _ ..-. _... _.._... _._...........__.___....._._. ....._....._.__.... ...... ......._. _.___._..-..._._.-.._._.......__...._.._..._...__._..-..._..__._.._...,............._..._.._.__,_ -. ._.-._._..._..._....__...__...._.__.......- ._.-._. - .. ._ _. ..__ .._ ... ___.. HORIZONTAL"oc H T RFye #4AT16 'A F , + • OIL SOEE PLAN ;°•:' #4 DOWELS AT 24"oc, TOF TOF ' R CENTERED IN WALL ,w.I W SEE PLAN 1VcD t 2 Z J s r'-' •6'- d 1 i' v .r z r - .f ,e° � �'"z.,A" .t L�r. { P .s F S It is a a n of NYS Education Low Article I ,Section 7209 for any erson, ess he is acting under the FOOTING DRAIN,SEE 1/S-200 it ion of a licensed professional FOOTING DRAIN,SEE 1IS 200 engineer to alter this item in any way. (2)#5 (2)#5 5" 10" 5" 5" 10" 5" 1'-8" 14" Two h i g-Z u c ke r 1 " Residence 4 CLEAR 340 Poquatuck Lane Orient NY 11957 SCTM#(1000-27-3-4.3) SEE 1/S-300 FOR WALL AND Sections & Details FOOTING INFORMATION BASEMENT SLAB,SEE 6/S-200 TOS SEE PLAN :, p. x x x x x x x TOF SCALE: As Noted SEE PLAN Vp,f L C „ a • ti f4,7 S-301 SECTION SECTION 1 314"=1'0„ 11 3/4"=1'-0" Issue Date: Set: 10/10/2023 Issued for Construction RAFTER STRAPS,SEE 7/S-201 LVL RIDGE BEAM,SEE PLAN RAFTER HANGER,SEE PLAN,TYP. 'i ROOF SHEATHING,SEE PLAN,TYP. 2x RAFTER,SEE PLAN,TYP. V T. I I , 'I I ` I STRUCTURAL WALL WITH INSULATED SHEATHING,SEE SCHEDULE ROOF SHEATHING,SEE PLAN 2x RAFTER,SEE PLAN i BEVELED 2x BLOCKING BETWEEN RAFTERS,TYP. ROOF SHEATHING,SEE PLAN I FLOOR SHEATHING, 2x RAFTER,SEE PLAN SEE PLAN I n I�I III , 4C i'I I1 2x BEVELED BLOCKING BETWEEN _. f RAFTERS,TYP. HURRICANE TIES,SEE 8/S-201,TYP. HURRICANE TIES,SEE 8/S-201,TYP. HEADER,SEE PLAN TJI FLOOR JOIST,SEE PLAN,TYP. LVL BEAM BELOW WALL,SEE PLAN FLOOR SHEATHING,SEE PLAN TJI FLOOR JOIST,SEE PLAN STRUCTURAL WALL WITH INSULATED LVL BEAM BELOW WALL,SEE PLAN 14"LSL BLOCKING AT 32"oc SHEATHING,SEE SCHEDULE,TYP. CONT.LVL FLUSH HEADER,SEE PLAN I I I ' I 1�'LSL RIM JOIST,TYP. I I I I I I , I I I I I STRUCTURALWALL WITH INSULATED SHEATHING,SEE SCHEDULE,TYP, STRUCTURAL WALL WITH INSULATED SHEATHING,SEE SCHEDULE FLOOR SHEATHING,SEE PLAN FLOOR SHEATHING,SEE PLAN TJI FLOOR JOIST,SEE PLAN TJI FLOOR JOIST,SEE PLAN,TYP. 14"LSL BLOCKING AT 32"oc Architect: 1a"LSL RIM JOIST s f Powers Hancock Design 14 O PLATES WITH LSL RIM JOIST,TYP. P.O.Box 400 I PT 2 2x6 SILL PL //�f South Jamesport NY 11970 TYPICAL REINFORCING FOR �"(I)ANCHOR BOLTS AT 32"oc, TYPICAL REINFORCING FOR 801-558-3501 ALL(3)AREAWAY WALLS 7"MIN.EMBED.,WITH SIMPSON ALL(3)AREAWAY WALLS BP5/8 3 BEARING PLATES Landscape Architect: f�f Marshall Paetzel Landscape Architecture OL TOW TOW 5175 Route 48 "CHAMFER,TYP. "CHAMFER,TYP. Mattituck NY 11952 PT(2)2x6 SILL PLATES WITH 8"q)ANCHOR i SEE PLAN I SEE PLAN 4 Phone:(631)209 2410 - I I BOLTS AT 32"oc,7"MIN.EMBED.,WITH TOW \F _. .-.-.. . _ z l� #3 STIRRUPS AT 6"oc - _J; TO SIMPSON BP5/8-3 BEARING PLATES SEE PLAN �/ <• ,f< O 5TOPA _ Engineers PC ti ...• ,. __....- _ SEE PLAN 2 #5,TOP SEE ARCH FOR ', j'%'';.''i r ;.'i,',;: •„ , ; ,`, 2 # AND BOTTOM,EXTEND 28"MIN :`v f f ' Structural Engineer: „ •, s ,. ( ) Sellers Treybal Structural Engine `, d BEYOND SIDES OF OPENING 65 Huntington Road,Suite 201 EXTERIOR STAIR `'` �-`'`ti%% 0. °''� `' '` °° . : Richmond,VT 05477 T.O.R. ': • I I SEE ARCH. Phone:(802)-497-1174 I I _. ...... .._ - _ i i Septic Engineer: 1 I Dilandro Andrews Engineering,PLLC I I 158 Country Rd 39 Suite 10 I I Southampton,NY 11968 ' I i Phone:(631)-259-3959 I i I I I I Land Surveyor: I I Scalice Land Surveying,P.C. 1 South Bay Avenue I I Islip,NY 11751 Phone:(631)-957-2400 I I I f I I I OF NE( #5 AT 16"oc VERTICAL,TYP. ,I,Y I I #5 AT 16 oc VERTICAL �P XX� R rRFY6, � #5 AT 16"oc HORIZONTAL,TYP. #5 AT 16"oc HORIZONTAL #5 AT 16"oc VERTICAL 1 I nJ, 00 2 #5 AT 12"oc HORIZONTAL i 2J' 10/10 2023 c� 08776\ OIL I I B.O.R.O. CLEAR CLEAR SEE ARCH. It is a I n of NYS Education Low Article 1 ,Section 7209 for any 1- 1- 1- 1- ✓a- �fr,. ,,' f 4• f�,�,f/';f/„/ /.` /�` erson, ess he is acting under the 4 2 2 4 `• ` �, "- < �" `, `.`v✓ , �.r, t on of a licensed professional CL CLEAR EAR CLEAR CLEAR engineer to alter this item in any way. - ..._._.__.,__..... ..............._. 35" #5 DOWELS AT 16"oc,TYP. 35" #5 DOWELS AT 16"oc,TYP. 101, _. 1011 0Twohig-Zucker BASEMENT SLAB,SEE 6/S-200 _.,. #5 DOWELS AT 16"oc 35" • #5 DOWELS AT 16"oc 35" Residence BENTONITE WATERSTOP,TYP. BENTONITE WATERSTOP,TYP. - - TOS . 10 101, }v ..^ oquatuck Lane ,: ; ``>} „TOS .:` Orient NY 11957 xlf--tEx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SEE PLAN Z a x x LAN x x x x x x x x x x SEE P x x x x SCTM (1000-27-3-4. ) ' # r • s 7r -: ,: .i-,-r >; ,--r 1 � ..t t i -a -F-t, r r_ r o., ,y . { { .r..^_< .i. r - •-•3- _.�.. .t-.i-,- - - - - - TOF - 0 SEE � �. ,.�=' .,. -•.,�: SEE PLAN ..� n .. .. y ..r, .- _-„ .+..'.-{. ;. ...'. :• .fro �,.S:zJ .1vw% �: s •�- -i . 14u— _ =r�- --tip; y• _ r a S •a„ t r< lam- a=• 77 1 .�- pr' K lr• wg„• O o 1. 9 r p ✓" -.! e" ..,{- _+,` ',.A` gyp•.. 1,xr� �,t �. �' �..,.. - .�._.at a } Y`r ' Sections & Details ti ' /1010 FOOTING DRAIN, FOOTING DRAIN, (2)#5 SEE 11S-200,TYP. (2)#5 SEE 1/S-200,TYP. DROPPED FOOTING BEYOND DROPPED FOOTING SCALE:As Noted BEYOND 1'8" V-8" 5" 10" 5" 5" 10" 5" fln TYP. TYP. TYP. S-302 SECTION 1'$" ,'$" SECTION TYP. Issue Date: Set: 10/10/2023 Issued for Construction RAFTER STRAPS,SEE 7/S-201 LVL RIDGE BEAM,SEE PLAN RAFTER HANGER,SEE PLAN,TYP. ROOF SHEATHING,SEE PLAN 2x RAFTER,SEE PLAN,TYP. ROOF SHEATHING,SEE PLAN,TYP. 2x RAFTER,SEE PLAN,TYP. 2x BLOCKING AT 32"0c FLOOR SHEATHING,SEE PLAN TJI FLOOR JOIST,SEE PLAN TJI FLOOR JOIST,SEE PLAN STRUCTURAL WALL WITH INSULATED SHEATHING,SEE SCHEDULE 11" 5,1 51t' 2tt 2 II II 1" 3" 3" 1tt BEVELED 2x BLOCKING I BETWEEN RAFTERS,TYP. 14"LSL BLOCKING BETWEEN JOISTS �!N I JOIST ENDS TO BE CENTERED OVER BEAM CD LVL BEAM,SEE PLAN M . .. .. _ . .. . HEADER,SEE PLAN STEEL SADDLE,SEE SIDE VIEW AT RIGHT HURRICANE TIES,SEE 8/S-201,TYP. h TYP.TOP& I I t"PLATE EACH SIDE I I t I a I I (7) (Px22"SIMPSON SDS HEADER,SEE PLAN BOT.OF COL. 1l4 i i 2"BEARING PLATE i i SCREWS EACH SIDE ! i i CONT.DOUBLE 2x TOP AND BOTTOM PLATES ON HEADER I 1 I I 1 I I I I I I I I I I I I I i I I I I I I •I I I I I I I I I I SADDLE SIDE VIEW I I I I I I I I STEEL COLUMN,SEE PLAN I I I i I I I I I I I I I I I I I III 1 ' I I - I I ' i I I _.. -._.. _ _ .._ .._..... _. . _,__. . _... ..._._..___ ....... ... .. ... ..._ . _.. _ PT(2)2x4 TOP PLATE I I I I I I I I I I 11 I I I I I 1 I I i i I LVL BEAM,SEE PLAN I I I I FLOOR SHEATHING,SEE PLAN FLOOR SHEATHING,SEE PLAN TJI FLOOR JOIST,SEE PLAN TJI FLOOR JOIST,SEE PLAN,TYP. BEVELED PT 2x RIM 2"PT PLYWOOD 'x10"x10"BASE PLATE 1 I SLAB ISOLATION MATERIAL 1 1tt ON 1"NON-SHRINK GROUT i i AROUND COLUMN 12 12 SIMPSON HTT4 PT 4x4 GUARD POST AT 48"oc MAX., STRUCTURAL WALL WITH - I AT EACH GUARD POST WITH PT 2x4 AT 16"oc INFILL STUDS BASEMENT SLAB ON GRADE, i (4)a"(P ANCHOR BOLTS, INSULATED SHEATHING, I SEE 6/S-200 I I 9 EMBEDMENT SEE SCHEDULE _. _ . . .. e"q)BOLT AT EACH HTT4,WITH NUT _ .. . ._... _. . . ... ... _ . .._. I PT FLOOR SHEATHING PT 2x JOIST,SEE PLAN AND SIMPSON BP518 BEARING PLATE I I u 0 0 I ON OUTSIDE OF GUARD POST TOS SEE PLAN x x x x x— 1 1 x x x x x wW 0 0 • I TOF l — LVL RIM JOIST,SEE PLANLIJ SEE PLAN UJ .. ... N W 'n` • • II II • • U) WEB STIFFENER EACH SIDE 1 t LSL BLOCKING BETWEEN JOISTS PT 2x LEDGER FASTENED TO LVL BEAM JOIST HANGER,SEE PLAN,TYP. a"q)BOLT AT EACH GUARD POST, Architect: BASE PLATE DETAIL r-"-""M " RS NT a _. . . o' WITH NUT AND SIMPSON = LU a SIMPSON H6 HURRICANE TIE WITH 0.22"(Px4"SIMPSON SDWS SCREWS BP518 BEARING PLATE AT BOTH ENDS M - AT EACH JOIST AT 8"oc STAGGERED TOP AND BOTTOM . PSL BEAM,SEE PLAN PT 2x BEAM,SEE PLAN EQUAL EQUAL Design Powers Hancock P.O.Box 400 - — South Jamesport NY 11970 SEE FOOTING SCHEDULE 801-558-3501 Landscape Architect: _. -_.._. .-_.... .-....._.. Marshall Paetzel Landscape Architecture 5175 Route 48 Mattituck NY 11952 Phone:(631)-209-2410 SECTION SECTION Structural Engineer: 31 3/4"=l'-0" 33 3/4"=1'-0" Sellerntingtonl Structural truRoa tur to Engineers PC 65 201 Richmond,V r 05477 Phone:(802)-497-1174 Septic Engineer: Dilandro Andrews Engineering,PLLC 158 Country Rd 39 Suite 10 Southampton,NY 11968 Phone:(631)-259-3959 Land Surveyor: Scalice Land Surveying,P.C. 1 South Bay Avenue Islip,NY 11751 Phone:(631)-957-2400 PT 2x LEDGER FASTENED TO RIM JOIST WITH 0.22"(W"SIMPSON SDWS SCREWS OF NEW __._.__...__.._... ..-_.__ AT 4"oc STAGGERED TOP AND BOTTOM,TYP. JOIST HANGER,SEE PLAN,TYP. PT 2x BEAM,SEE PLAN ., . STRUCTURAL WALL WITH SHEATHING, PT 2x JOIST,SEE PLAN DECKING,SEE ARCH. DECKING,SEE ARCH. SEE SCHEDULE,TYP. CRAWL SPACE SLAB, _r CC JOIST HANGER, PT 2x JOIST,SEE PLAN,TYP. SEE 8/S-200, PT 2x JOIST,SEE PLAN n SEE PLAN,TYP. PT 2x RIM JOIST,TYP. m w OMIT INSULATION 2 10 3 O 08776 Q, PT(2)2x6 SILL PLATES WITH � � a"(P ANCHOR BOLTS AT 32"oc, 7"MIN.EMBED.,WITH SIMPSON BP5/8-3 BEARING PLATES,TYP. "' It is a la n of NYS Education Law Article 1 ,Section 7209 for any STRUCTURAL WALL WITH SHEATHING, erson, ess he is acting under the N E ULT,TYP. _..___ _..._.. .... _..__- SEE PLAN _ . TOW ion of a -__._.. ... ...__- --.- ___._.__._._..-...._. v.....___.............___.. ___-._._.._...____.....__._._.__....._......,.........__..._.__.._ .,___. a i� (2)PT H$"� licensed professional engineer to alter this item in any way. 2x SILL PLATES WITH (2)#4 TOP,TYP. i I I)1 ANCHOR BOLTS AT 32"oc,7"EMBED. r' d \1' ✓ `=A`' '�f'r/ `ir I f \ GARAGE LAB SEE 7 -200 • 9 ! f, /�'.✓j ,S.'. /` f',, f : +.`' • l'' A / �/ :'.. .\ Twohig Af :/ ✓'ti. �. v',� '✓ ✓° r' ,r'°, :,r, rA,,./ �r '.''A "/ 'fr f >, ^.I '.`f �f s' ,� •.1 .! .'! °. ti ° . ^ "' #4 AT 16"oc,HORIZONTAL,TYP. r_::,.. , /k, Residence #4 DOWELS AT 24"oc • TOS CENTERED IN WALL,TYP. SEE PLAN x x x x x x x x 340 Poquatuck Lane Orient NY 11957 • SCTM#(1000-27-3-4.3) TOF • �° J '. SEE PLAN . a Sections & Details (2)#5 _ . . . . EQ. EQ. (2)#5,TYP. V-4" 6" 8" 6" SCALE: As Noted TYP, TYP. TYP. TYP. ON SECTION SECTION S-303 047�_71 32 3/4"=1'-0" 34 3/4"=V-0" Issue Date: Set: 10/10/2023 Issued for 1 " Construction 2 3" 2 SIN 5 2f 51 2 'v M • ® • • • • 1" 3" 3" 1" SIN PSL BEAM,SEE PLAN (1Q'q)x3 "STAINLESS STEEL TOP VIEW SIMPSON SDS SCREWS " Z"THICK STAINLESS STEEL PLATE • • • • RECESSED INTO TOP OF BEAMS • M j i I I TYP.TOP& i l I I II ►I BOT.OF COL. 1/4 I II PLATE EACH SIDE II iI (7)a' x2 SIMPSON SDS BEAM,SEE PLAN ITr TYP. 1' PLATE SCREWS EACH SIDE 2 -II II III I I I I I I I I I i I I III PLUG HOLE FOR TIMBERLINX WRC BEAM,SEE PLAN,TYP. w I STAINLESS STEEL e"q)THREADED ROD 2"x5"x1"LOCATOR STUB TENON AT TOP OF POST i I I FLOOR BEAM SADDLE DETAIL STAINLESS STEEL TIMBERLINX A4753S WRC POST,SEE PLAN CONNECTOR CENTERED IN POST WRC POST,SEE PLAN I I I I I I I I I I I I I I I STEEL COLUMN,SEE PLAN i i i i EQ. EQ. I I 1 SIDE VIEW i l i 12 I 1„ . 1—1„ 4' 2 2 1, STEEL FLOOR BEAM SADDLE,TYP., I I � (3)q1,Ox1 SIMPSON SDS 12 PT BEAM,SEE PLAN WITH J"SIDE PLATES,�'BOTTOM PLATE I I SCREWS EACH SIDE, I I I I I AND "PLATE ON FACE OF COLUMN EACH BEAM SIN I I f I BEAMS HUNG FROM FACE OF PT BEAM,SEE PLAN I I i �iN PT 2x BEAMS SUPPORTED IN I I POST,SEE PLAN FOR HANGER STEEL SADDLES ON COLUMN I I O O I I C1 I I w (2)�q)THROUGH BOLTS _ `r 'x10"x10"BASE PLATE °O r, • • i i . — PER BEAM END - �, ON 1"NON-SHRINK GROUT (4)$"�ANCHOR BOLTS, • i i • I I 9"EMBEDMENT i O O POST NOTCHED FOR BEAM BEARING SIMPSON ABU POST BASE PT POST,SEE PLAN I I I SIMPSON ABU POST BASE � f/'•�,4r /°r` ,,/ /°�f �� j,:. � j `{°<--^—i J -� `/ ��f ,V J� !° I I I I , h l r .�1 y; � <f (./ ! ',/f/ `�'. ,%' `f�j\ !/ .i'r. y f J, .,,\<.s /� JJ\, °l��� \r BASE PLATE DETAIL J) ) (3)TIES AT TOP 5"OF PIER 1'-0110 1'-0110 PIER _z PIER z (4)#5 DOWELS Z .12 #3 TIES AT 10"oc 0 0 ri Ze) PIER Cl) SEE SCHEDULE FOR REINFORCING SEE SCHEDULE SIDE VIEW FOR REINFORCING w jo • • w — — w .O ®• SEE SCHEDULE FORLu REINFORCING EQUAL EQUAL NOTE: ALL EXTERIOR STRUCTURAL STEEL SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE FRAMING IS TO BE HOT-DIPPED GALVANIZED PIER DETAIL SECTION SECTION SECTION 40 1 =1'o° 41 1 =1'-0" 42 1,=1'o° #4 AT 12"oc EW TOP AND BOTTOM LVL BEAM,SEE PLAN,TYP. Architect: #4 DOWELS AT 16"oc,TYP. FLOOR SHEATHING,SEE PLAN,TYP. 8" TJI FLOOR JOIST,SEE PLAN,TYP. 22" Powers Hancock Design P.O.Box 400 South Jamesport NY 11970 w J 801-558-3501 ..� U Landscape Architect: Marshall Paetzel Landscape Architecture TOW • • • • • 5175 Route 48 Mattituck NY 11952 SEE PLAN • • QmQ • ? Phone:(631)-209-2410 OO J =N W U) J U Structural Engineer: (2)#5,TOP, 1 Sellers Treybal Structural Engineers PC np V-72" 65 Huntington Road,Suite 201 • Richmond,VT 05477 Phone:(802)-497-1174 Septic Engineer: Dilandro Andrews Engineering,PLLC 158 Country Rd 39 Suite 10 Southampton,NY 11968 Phone:(631)-259-3959 Land Surveyor: Scalice Land Surveying,P.C. 1 South Bay Avenue Islip,NY 11751 Phone:(631)-957-2400 #5 AT 16"oc VERTICAL,TYP. OF NEW Y #5 AT 16"oc HORIZONTAL,TYP. Q, Ft TREY O,A #4 AT 12"oc EW PT 2x BEAM,SEE PLAN,TYP. PT BEAM,SEE PLAN " TOP AND BOTTOM PT SHIM EACH SIDE AT 8 DECKING,SEE ARCH.,TYP, m � #4 DOWELS AT 16"oc,TYP. I PT 2x FLOOR JOIST,SEE PLAN,TYP. 2 O POST CAP 29" �' 10 08776�10 2023 cs SIMPSON PC6Z POST CAP FLOOR SHEATHING,SEE PLAN,TYP. SIN J F 14 N PLACED FLUSH WITH TOP OF JOISTS 0 It is a la n of NYS Education Law Article 1 ,Section 7209 for any PT POST,SEE PLAN erson, ess he is acting under the TJI JOIST,SEE PLAN,TYP. • • • • • it ion of a licensed professional WEB STIFFENER EACH SIDE OF JOIST,TYP. • • • • • engineer to alter this item in any way. SIMPSON ABU POST BASE TOW 2x6 NAILER FASTENED TO SIDE OF JOIST • • y ' • Cal SEE PLAN f :\ >" ' \fr` J�`� ;` '�,- \- �''� WITH(2)SIMPSON SDW SCREWS AT 24"oc,TYP. -!IC'4 W .` v§?;`°; �o g ,! ,V Twohi -Zucker < ` ! '� i�{ \,�` ��`\ r / /f,�'' Jf✓'!VV'�,,J!°,ti„ J p�� #5 DOWELS AT 16"oc, 35" " ���..�q._�,:_�w,.�;. 1'4 Residence CENTERED IN WALL,TYP. :` ' ' (2)#4,TOP,TYP. �i f J.J J';•r «�0�;'',\f,✓\%o i /', '°!.!< �/\.i .:."t '". r ..%/" /!J°;,f f,•�o\F f, 1' 101, -0110 • BASEMENT SLAB,SEE 6/S 200,TYP. ,A • _�_� i 340 Poquatuck Lane PIER �•' �' -°� '�'k:�-. Orient NY 11957 "f COMPACTED CRUSHED STONE FILL SCTM# (1000-27-3-4.3) #4 AT 16"oc HORIZONTAL,TYP. TOS `- ' : #4 DOWELS AT 16"oc, SEE SCHEDULE FOR REINFORCING �.'^v SEE PLAN � -; TO F x x x x x °} Sections & Details x x x x x x x x CENTERED IN WALL, YP t.,. L T TOF SEE PLAN „a ,_o .. _;: �, f. ..: x a. �,..' SEE PLAN y. +4. Q Q C') #5 AT 12"oc EACH WAY `' #5 AT 12"oc EACH WAY SEE SEE g" g" SCALE: As Noted PLAN PLAN SEE SCHEDULE SEE PLAN 1'-0" 1'-0" SEE PLAN 1'-0" SECTION SECTION AT BATHROOM RECESSED SUBFLOOR SECTION 46 SECTION S-304 45 3/4"=1'-0" 3/4 1 0 DAI­_: WELL ANI) SF-Plic rvV'_' R 0 AS PER, 1-0i, PTSAIi-I-S) GEOTHERMAL HEAT PUMP SCHEDULE (Equipment specified by others) 00 *Enertech MFG Hydron as Specified DiLandro 0�' Andrews C �� aJ "� l IC Engineering Cooling Performance Heating Performance Electrical Data r 00 Tag Tyoe 13 3,,,, Model# 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 --_ \ j� 3.,57 /' �, Nominal Tons EER btuh COP MCA MoCP -3959 V/0 /HZ Office: (631) 259 X 3 g lnfo@DiLandroAndrews.com X 3� ------ Certificate No: 0019523 3 13 __ DX-1 PACKAGED HYT036 3.5 20.9 29,100 4.5 208-230/1/60 25.4 40 Y 14 J_ — 12 7L,/ �, \� z I 3 X 12. r Professional Seal " X izos \ t " v, X 12 44 12 15 DX-2 PACKAGED HYT024 2.25 19.9 19,000 4.3 208-230/1/60 20.5 30 40, % 4 1221 A' -­,_ \ xI OV Ne 1,4, 221__1------ DX-3 PACKAGED HYT024 2.25 19.9 19,000 4.3 208-230/1/60 20.5 30 DI a. X 12 12,70 0 W 112,4R, X __ i 0(3 FUTURE LU LU 12 4X EXPANSION j ITT X lZ9;, 12.90 (6) 79AN x 8.51 x 41 A L ACH!NG GALLEYS 47 725 100 I'ol 10 0 D (10")\,. Op sS,IO N BOX- _j 1232 SYINNPR qzlj,4.� OIRT LIRIVEV�, A�),FIQR!Ay 1) n 62,\--- 10 BE RE�10V1 1) J LM FIYDF�O ACTION 1231 AN-1100 x 1(-.70 77 \fF_S1 '0 310 PROPOSED 13 yA LEGEND 'T I�4,CTRIC B-1 NEW GEOTHERMAL BOREHOLE LOCATION / \ �CONTROL PAt 1EL \X V>ATERIX��JE 20 CLEAN OUT INTERIOR/vv (4 13 4 5 4,3 .92 SOIL BORING PERFORMED BY '5 >,14 151 TEST 52 6 07 1,�'i,3 15 "y` / �,1 ''J..w'• '"^ 4$, �_ ` \ > 1 \\\ ' HOLE 6 ir r 3 cl, '5""I'l , 4 11 14�10 ALLOWABLE TRENCHING FOR GEOTHERMAL LINES x 2')_ 15;2 >,'16 27 9 12 _X-Tr-, Z z 1�3 sr < 76_ PRELIMINARY GEOTHERMAL WELL DESIGN NOTES: 16`4 la 05 ft,68 71 \ , __, 1. 8 TONS OF COOLING =>6BOREHOLES X 124 2. DESIRED SPACING 20' )(74.()o 9 13 BOREHOLES AND TRENCH PROPOSED GEOTFERMAL Z Uj 5 13 ASSUMPTIONS: --------- DO I� — .,. , , " . I— 1. HEAT EXCHANGE PIPING WILL MEET EACH BOREHOLE < ALLFXISIINCSITE I J \\ \- IMPROVEMENTS AND BE FINISHED. _j Y TO BE RFMOVED 7'AX LOY' 4.4 <13.6,3 _-, �\ 11 1, . 11 1�1- /. / ,- f')I -- I 1 I �` \ 13,36 0 Xi 1312 13 05 X 12 5;, 12 0 > %) 13 63 19 7 [�E Qj� i-tJOr 50 ;11 #,-)40 F1'�XARJ�`,�, I ANF X 1z5,3 EXISTIN('��V`L 2� Xi TO PE 113P�ND ��EP GEOTHERMAL NOTES: Lij • \X 12 71, < s C_ �,)2, , , _1 , _X\ Fl,�E: �Jll 'FP-11(' n,� R 150' �,?)---_,)�13 23 V, _�)- ��\) 0- > X4 \ \ 1. BORING LOCATIONS ARE APPROXIMATE. ENSURE A MINIMUM CLEARANCE OF 10 FEET FROM THE PROPERTY LINE UNLESS SPECIFICALLY Z, PEP FOII M F_ I DIRECTED OTHERWISE.X 13,53 12 12.8,; x X 1;,6\ 00 12,96\ % LU W FR+I,. / ' \\ \\ 1-1 '50 = \ 2. MAINTAIN MINIMUM CLEARANCE BETWEEN BOREHOLES OF 20 FEET.WHERE PRACTICAL, SPACE BOREHOLES 25 FEET APART. W jl,l �\A 12 _j 'P 3. BOREHOLE DEPTHS ARE BASED ON REGIONAL GEOLOGIC INFORMATION.CONSTRUCT THE FIRST BORING AS A"PILOT HOLE"AND RECORD (D 072`; 1M,,(G c,O, 14.17 13 71' t"Ed DEPTHS AT ALL CHANGES IN STRATA AND CHANGES IN TORQUE REQUIRED FOR DRILLING.CONFER WITH ENGINEER FOR ANY MODIFICATIONS TO A,' 7' 13.G 1 (8') 3 (121) 1262 FINAL BOREHOLE DEPTH AND DIMENSIONS. TA A' 72 \X, NO R ,3 64 121, 126-1 4. PERFORM THERMAL TEST ON FIRST BOREHOLE TO DETERMINE SITE SPECIFIC THERMAL CONDUCTIVITY. DESIGN IS BASED ON A SOIL THERMAL \� \ NO 29\ y 10 X 13 CONDUCTIVITY OF 1.44 BTU/HR-FT-DEGREE F. AMF �,,f" A 5 oo, RE" I E X / / $a;R15 K.ivr; S <i FI \\ \/ x la6 X 94 5 12C7 5. BOREHOLE DIAMETER:5-1/2 INCHES. I A 3,, 1��k 14- 14 14 r 6. INSTALL HEAT EXCHANGE TUBING WITH U-BEND AT THE BOTTOM AND WITH TUBING AGAINST OPPOSITE SIDES OF THE BOREHOLE WALLS TO THE 60 0, ­vj DAE S1_011(" OVFP U' % X73 12,C,, NG EXTENT POSSIBLE. 0 AS PFF,, F-0111 RFSWIS XIZ50 X 12 61 "THERMAL GROUT SELECT"MIXED WITH HIGH QUALITY SILICA SAND TO ACHIEVE A GROUT THERMAL 7. GROUT BOREHOLE WITH GEOPRO, INC. 7 INI 5 12 CONDUCTIVITY NOT LESS THAN 0.69 BTU/HR-FT-DEGREE F. 13.18 12 W 12.41 PrOPOSI EIVIF11 8. RECORD AMOUNT OF GROUT USED FOR EACH BOREHOLE AND ANY PROBLEMS ENCOUNTERED DURING DRILLING OR INSTALLATION OF TUBING Z Z y 12 41 AND GROUT. < 0 X 12 12`'2 _8 4,- V PIPING NOTES: .1 12a, X I,?, �, L_ \\ P-.. p k 12,!3 1. INSTALL ALL TUBING BELOW MAXIMUM DEPTH OF FROST AT THE WORK SITE.MAINTAIN HORIZONTAL SPACING OF ONE FOOT BETWEEN TUBING Lo X 12 A,I, 0 CARRYING FLUID AT DIFFERENT TEMPERATURES. %/ ` ` %/ "" >y\ ���} �© x 1tX�22ci ( \\ \\ 2. INSULATE ALL INTERIOR PIPING AND ALL EXTERIOR PIPING WITHIN THREE FEET OF FOUNDATIONS OR WATER PIPING. 34 12 4n X 12.48 3. STEP-DOWN STEP-UP HEADERS ARE SIZED TO BALANCE HEAD LOSS AND FLOWS THROUGH EACH BOREHOLE.CONFER WITH ENGINEER PRIOR < U) /A x 12 TO PLANNING ANY FIELD CHANGES. I i / k'3 U') n z z EXISTING WELL 4�j 21 12 4. ALL TUBING 3 INCH DIAMETER AND SMALLER SHALL BE HDPE3408, DR-11. LARGER TUBING SHALL BE HDPE 3408, DR-13.5. HEAT FUSION WELD ALL 0 R 'k 12 "-27 JOINTS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. XID . . 0 Z 0 OCATED AS3 P" _55 Uj 5. UTILIZE PREFABRICATED HEADERS WITH VALVES FOR BALANCING OF FLOWS BETWEEN HEAT EXCHANGE PIPING LOOPS. FURNISH AND INSTALL X 12��2 THERMOMETERS TO INDICATE TEMPERATURE OF THE ANTIFREEZE SOLUTION AS IT ENTERS AND LEAVES EACH SET OF BOREHOLES FOIL RESULTS __J 4'1 X 12 27 W C:) d<' `Sl,12 3, 12 43 6. UTILIZE STANDARD U-BENDS AND FITTINGS FOR ALL CHANGES IN PIPE DIRECTION. DO NOT KINK PIPE OR BEND AROUND CORNERS. 0 CY) 0 z X 12 13 x 40 x 12c�, �j 0- 12 3,,� 7, FLUSH TUBING FOR EACH FIELD LOOP AT FLOW RATES TO ACHIEVE MINIMUM VELOCITY OF 2 FEET PER SECOND. PRESSURE TEST ALL TUBING 1212 PRIOR TO FILLING WITH AN ANTIFREEZE SOLUTION OF 20%CONCENTRATION PROPYLENE GLYCOL. )(1231 8. MAKE CONNECTION FROM PIPING HEADERS AND FLOW CENTER TO HEAT PUMP WITH HDPE PIPING. DO NOT USE RUBBER HOSES. X 1 X 12 4 Revisions 9. INSTALL TONEABLE LOCATING TAPE ON ALL HORIZONTAL PIPE RUNS. 12.13 No. Date Description 222 1 12 rn FOR PERMIT 2 X Q')�) CLOSED LOOP GEOTHERMAL SETBACKS AS PER SCDHS GENERAL GUIDANCE MEMORANDUM#25 3 V PUBLIC WATER SUPPLY WELL 100 4 -44-- PRIVATE WATER SUPPLY WELL 25 5 SEWAGE DISPOSAL STRUCTURE 25 STORMWATER RECHARGE STRUCTURE 25 POTENTIAL SOURCE OF CONTAMINATION EG: UNDERGROUND CHEMICAL STORAGE, 25 WASTE STORAGE Designed By : RPO GEOTHERMALBORING LOCATIONS ON-SITE UTILITY,SEWAGE AND WATER LINES, LINED CATCH BASIN 10 Drawn By : RPO BUILDING FOUNDATION 10 PROPERTY LINE 10 Checked By : MPK SCALE: 1/32" 1' 0" Date : 10/03/2023 Scale: AS NOTED ��l // Msi 00 ,z/ 1 Sheet