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TOWN OF SOUTHOLD ,a BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49812 Date: 10/2/2023 Permission is hereby granted to: Guddat Steven 54 W 16th St Apt 15B New York NY 10011 To: construct additions/alterations and to legalize the "as built" recreation room above the garage to an existing single-family dwelling as applied for. Additional certification will be required. At premises located at: 36581 CR 48, Peconic SCTM #473889 Sec/Block/Lot# 68.4-23 Pursuant to application dated 9/11/2023 and approved by the Building Inspector. To expire on 4/2/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $804.80 CO-ADDITION TO DWELLING $50.00 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $422.40 Total: $1,277.20 L_ Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT i. Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 t.t :H ^ww.so tlioldtowiin . ov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only I T NO. Building Ins ector: PERMI " •P j j 2023 Applications and forms must be filled out in their entirety. Incomplete GDFPT- applications will not be accepted. Where the Applicant is not the owner,an i Owner's Authorization form(Page 2)shall be completed. TOW Date:09/12/2023 OWNER(S) OF PROPERTY: Name:Steven Guddat & Torrey Acri SCTM # 1000-068.00-04.00-023.000 Project Address:36581 Middle Road (CR 48), Peconic, NY 11958 Phone#:(917) 568-4422 1Email:sguddat@gmail.com Mailing Address:36581 Middle Road, Peconic, NY 11958 CONTACT PERSON: Name:Steven Guddat Mailing Address:36581 Middle Road, Peconic, NY 11958 Phone#:(917) 568-4422 Email:sguddat9grnail.com DESIGN PROFESSIONAL INFORMATION: Name:Sean Madigan, AIA Mailing Address: Madigan Architects, 42 School Street, Hampton Bays, NY 11946 Phone#:(631) 258-4749 Email:sean @ mad iganarchitects.corn CONTRACTOR INFORMATION: Name:Gerard Lavelle Mailing Address:Sound Harbor Development, 199 Brower Avenue, Rockville Centre, NY 11570 Phone#:(631 ) 931-7469 Email:soundharbordevelopment@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure liQAddiLiun iRAlteration RRepair IRDemolition Estimated Cost of Project: [--]other $775,000 Will the lot be re-graded? RYes ❑No Will excess fill be removed from premises? Eyes []No 1 PROPERTY INFORMATION Existing use of property: Residence Intended use of property: Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? ❑Yes ®No IF YES, PROVIDE A COPY. 9 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. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on 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(prin 7me):Stev7 Guddat ❑Authorized Agent ROWner Signature of Applicant: ' Date: 9/12/2023 1 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Owner (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 4�day of I-(Y4 Le 2, 20rINa3 otary Public TWEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.01Dw63D6s00 (Where the applicant is not the owner) IQALIFIED IN SUFFOLk COUNTY C WAS 'ION EX S JUNE 30,26of(p I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Generated by REScheck-Web Software Compliance Certificate Project 36581 Route 48 Energy Code: 2020 NYStretch - 2018 IECC Location: Peconic, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,000 ft2 Glazing Area 28% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Compliance: 10.8%Better Than Code Maximum UA: 452 Your UA: 403 Maximum SHGC: 0.40 Your SHGC: 0.35 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. Slab-on-grade tradeoffs are no longer considered in the ILIA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. E vele e Assemblies Cont.Gross Area Cavity ... . . Req. Prop. Req. Perimeter Roof Line Insulation: Cathedral Ceiling 2,887 30.0 13.0 0.023 0.026 66 74 Skylight W221C and W211B: Metal Frame w/ Thermal Break 28 0.500 0.500 14 14 SHGC: 0.40 East Walls: Wood Frame, 16" o.c. 490 15.0 13.0 0.037 0.045 14 17 W105A: Metal Frame w/Thermal Break 54 0.270 0.270 15 15 SHGC: 0.40 W106A: Metal Frame w/Thermal Break 29 0.160 0.270 5 8 SHGC: 0.40 W211A: Metal Frame w/Thermal Break 34 0.230 0.270 8 9 SHGC: 0.40 West Walls: Wood Frame, 16" o.c. 520 15.0 13.0 0.037 0.045 16 20 W10813: Metal Frame w/Thermal Break 39 0.290 0.270 11 11 SHGC: 0.26 W210A-Fixed: Metal Frame w/Thermal Break 17 0.290 0.270 5 5 SHGC: 0.31 W210n-Casement(2): Metal Frame w/Thermal Break 29 0.290 0.270 8 8 SHGC: 0.26 North Walls: Wood Frame, 16" o.c. 1,080 15.0 13.0 0.037 0.045 31 38 W106B: Metal Frame w/Thermal Break 23 0.290 0.270 7 6 SHGC: 0.26 Project Title: 36581 Route 48 Report date: 03/23/23 Data filename: Page 1 of 10 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter W106C: Metal Frame w/Thermal Break 12 0.290 0.270 3 3 SHGC: 0.26 W101A: Metal Frame w/Thermal Break 28 0.160 0.270 4 8 SHGC: 0.40 W102A: Metal Frame w/Thermal Break 12 0.290 0.270 3 3 SHGC: 0.26 W103A: Metal Frame w/Thermal Break 33 0.290 0.270 10 9 SHGC: 0.26 W204A: Metal Frame w/Thermal Break 35 0.290 0.270 10 9 SHGC: 0.26 W205B: Metal Frame w/Thermal Break 18 0.290 0.270 5 5 SHGC: 0.26 W205A-Fixed: Metal Frame w/Thermal Break 15 0.290 0.270 4 4 SHGC: 0.31 W205A-Casement(2): Metal Frame w/Thermal Break 19 0.290 0.270 6 5 SHGC: 0.26 W206A: Metal Frame w/Thermal Break 17 0.290 0.270 5 5 SHGC: 0.26 W209A: Metal Frame w/Thermal Break 35 0.290 0.270 10 9 SHGC: 0.26 South Walls: Wood Frame, 16" o.c. 638 15.0 13.0 0.037 0.045 12 15 W108A: Metal Frame w/Thermal Break 98 0.230 0.270 23 26 SHGC: 0.40 W105C: Metal Frame w/Thermal Break 63 0.230 0.270 14 17 SHGC: 0.40 W104A: Metal Frame w/Thermal Break 63 0.230 0.270 14 17 SHGC: 0.40 W10513: Metal Frame w/Thermal Break 91 0.230 0.270 21 25 SHGC: 0.40 Floor over unfinished basement/storage: All-Wood 1,520 34.0 0.0 0.029 0.033 44 50 JoistfTruss Attic/Storage Floor over Garage:All-Wood joist/Truss 500 34.0 0.0 0.029 0.033 15 17 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2020 NYStretch -2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Paul W. DiLandro 03 .24 .2023 Name Title Signature Date_ Project Title: 36581 Route 48 Report date: 03/23/23 Data filename: Page 2 of 10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2020 NYStretch - 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions R!!wII? 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable const ruction documents. 103.1, ...Construction drawings. .,.m. ._ ....�... . _ _... ._....._ m_. and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. [:]Not Observable . Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. .302.1,_.. ...mHeating and cooling equipment Heating: tin.g: Heating. ❑Complies p ❑Does Not 403.7 sized per Manual 5 based Btu/hr Btu/hr [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 N 4_.._... .................-_.._.. ....... Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3 11 ) ...... m,_... . .....n_.�. Project Title: 36581 Route 48_ Report date: 03/23/23 Data filename: Page 3 of 10 Section Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering is installed to OComplies [FO11]2 protect exposed exterior insulation E]Does Not and extends a minimum of 6 in. below F-INot Observable grade. E]Not Applicable 403.9 Snow-and ice-melting system controls OComplies [FO12]2 installed. OlDoes Not FNot Observable DNot Applicable AdditixmeUCmmmmnen%s/Assmmmp@mns: ow mpact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) L'i"16' -f Project Title: 365OlRoute 48 Report date: 03/23/33 Data filename: Page 4oYlO Section Plans Verified Fm Value Comments/Assumptions e & R9..lp Framing /Rough In Inspection� Value NNNN field Verified Complies? � mm�W w 402.1.1, Glazing U-factor(area-weighted U- U-_ ❑Complies see the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ❑Not Applicable V, --- . ...... 303.1.3 U factors products of fenestration prod __.--_ .❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable _ 402.1.1, � Skylight U-factor.. U � - U _ � E � mm - table for values. Does Not See the Envelope Assemblies ssemblies 402.3.6, []Not Observable 402.5 402.5 ❑Not Applicable , ---- m........_.. .� _,„ �..r.. m.._ d - y ��� ..., 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not k rti instructions.An approved third party will inspect all components ❑Not Observable and verify compliance. See ❑Not Applicable section details and guidance from Table R402.4.1.1. ...... .. 402.4.3 Fenestration that is no .. ... m.� ....� ......... _ ._..._. ....� �. ����....._. -..... � . t site built ❑Complies [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. 40 .4. 5 sealed at housing/ i lighting finishfixtures eS .w.._ x �� _. ,.....❑Domp [FRNot�..�ee..... ....._ es .....��, and labeled to indicate 152.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 insulated_. and return ducts in attics _.... ,.,uH� ..�. .❑C�.-.. ............ ... Supply _.._ �......, omplies .... 1 >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where< 3 inches. Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.3.2 .Ducts, air handlers and filter_.._ ..,,... ___.... _. �.. ..,___.. ❑Complies -------------___... ........._ ......._. [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. _ 403.3 X32] additions�..�..... ._..,. . ..._m._ ..., ......m�. . � m...._ are located in a ❑ system in new buildings and ❑Complies 1Does Not conditioned space in accordance with Sections R403.3.7 (1-2). ❑Not Observable ❑Not Applicable 403.3.8.. ... Duct............... __.,, -- --____ ........... .. .....,,.__ . ,..... ..�, --- .... ....... ...� ,... s are sized in accordance ❑Complies [FI33]1 with ACCA Manual D and sections ❑Does Not R403.7-8. ❑Not Observable ❑Not Applicable 403.3.5....... Building cavities are not used. as ❑Complies [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 1�....._ High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Imp..a. ct .. . Project .. Title: 36581 Route 48 Report date: 03/23/23 Data filename: Page 5 of SectionPlans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.3.7 Ducts declared to be within the ❑Complies [FR28]3 conditioned space are either 1) ❑Does Not completely within the continuous air barrier and within the building ❑Not Observable thermal envelope,2) buried ❑Not Applicable within ceiling insulation in accordance with Section R403.3.6 and the air handler is located completely within the continuous air barrier and within the building thermal envelope and the duct leakage is <= 1.5 cfm/ 100 square feet of conditioned floor area served by the duct system, or 3)the ceiling insulation R-value installed against and above the insulated duct >=to the proposed ceiling insulation R-value, less the R- value of the insulation on the 403.4 HVAC piping conveying fluids -. .. _— �._ ..wr�_...�.-_ �.. ..A... --------- 403.4 R ❑Complies [FR17]2 above 105 °F or chilled fluids ❑Does Not below 55°F are insulated to >_R- ❑ 3 Not Observable ❑Not Applicable _________ 403.4.1 Protection of insulation on HVAC ❑Complies ..� ..... [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.5. Ho 3....._m..�p___...._ _,.. m�....��.. _. — . _._ �.�...�❑Dompli �.... , _.w-_ �......,,,,.. .� .__. 403.5.3 mot water pipes are insulated to � R- R- ❑Co of es es Not Observable ❑Not A licable ,. _--- ...... ....�...�. .._.�-- --------�. ..... .. ..�,-.....,__._ .b� ... ........... ...�.. 403.5 Energy conservation measures R- R-_____ ❑Complies [FR29]2 for SWH systems follow ❑Does Not guidelines in section R403.5.1-5. 9n:�dY ❑Not Observable ❑Not Applicable __ —— .�....._.. .. ...,� , ,..... ..m .....,.. m.�, --------- .-..._ ......... 403.6 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: . . . 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3�Low Impact(Tier 3) .........._ .. E,.......[. .... .... _.. ._ __.. ..... ,._ ...... ... . Project Title: 36581 Route 48 Report date: 03/23/23 Data filename: Page 6 of 10 section Plans Verified Field Verified Insulation Inspection Value value Complies? Comments/Assumptions 303.1 All installed insulation is labeled E]Complies [IN13]2 or the installed R-values E]Does Not k�,, provided. []Not Observable E]Not Applicable 402.1.1, Floor insulation R-value. R- R- E]Complies See the Envelope Assemblies table for values. 402.2.6 F-] Wood F-1 Wood E]Does Not (IN111 E] Steel E] Steel F-1Not Observable E]Not Applicable 303.2, Floor insulation installed per OComplies 402.2.8 manufacturer's instructions and 0Does Not [IN211 in substantial contact with the (-]Not Observable underside of the subfloor, or floor framing cavity insulation is in E]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 4021.1, Wall insulation R-value. If this is a R- R-___ E]Complies See the Envelope Assemblies 402,2.5, mass wall with at least 1/2 of the F-1 Wood F-1 Wood OlDoes Not table for values. 402 2.6 wall insulation on the wa E] Mass E] Mass [-]Not Observable [IN311 exterior,the exterior'insulation io,I requirement applies(FR1 ). [] Steel E] Steel E]Not Applicable 303.2 Wall insulation is installed per ElComplies [IN411 manufacturer's instructions. E]Does Not F-JNot Observable ONot Applicable AdditionaUCsmmmemts/Assmnmptioms: 1 �High Impact(Tier 1) 2 1 Medium Impact (Tier 2) ow mpa Project Title: 3558lRoute 48 Report date: 03/23/23 Data filename: Page 7oflO Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID. _ 402.2.1, Ceiling insulation R val Wood Woo ....._ ue. � R R-..e._._md . . OComplies �. .. .��ethe Envelope Assemblies ❑ for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 ❑ [FI1)1 Not Applicable .....................................__ 303.1.1.1, . _ _.__......._,.� . �.. —. Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI211 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable ..402.2.3 Vented attics with air . erme p ..� ._ ....�._ ...., ��,-.. . m.. .�.-....._...._....... _.. ....�._.._— -...__w...e ._.�, --....... .... able ❑Complies [FI22)2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ....... .. ❑Not Applicable � � . _...� ......_ 402.2.4 Attic access hatchR-__ �.... .. .... and door R R- ❑Complies [F13)1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable .............. 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 ❑C — ..... .. omplies [FI17)1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 402.4.2 Wood-burning fireplaces have ��������������� �������� ❑Complies ��������� (F18]2 tight fitting flue dampers and ❑Does Not outdoor air for combustion. ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to.......� �...-..� cfm/100 -- .—�.cfm/100 ❑Com p..�._._. _...._�-. .... .............._� lies [FI2711 determine air leakage with ftz ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 . ..... __. — ❑Complies [FI411 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests, verification may need to ❑Not Applicable occur during Framing Inspection. 1403.3.2.1...Air.by manufacturer leakage designated of �. _wmwm�..._u �_ ,� .-LlDompNot.�.� .. __ es design air flow. ❑Not Observable ❑Not Applicable _ ....._......... [03.1.1 Programmable implies z l of primary ❑Does Not d heating and cooling systems and initially set by manufacturer to ❑Not Observable ❑Not A pplicablecde specifications.o 403.1.2 I leat pump thermostat installed OComplies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 I Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 36581 Route 48 Report date: 03/23/23 Data filename: Page 8 of10 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID. d .....-..... .�._ ..,_ _.... ..�,. - .. ....... _ .._.. _ 403.5.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 403.6.1 All mechanical ventilation system �-�- �-- - �❑Complies [FI2512 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 m .................. ........ . -.. m �e.wwe.-_� ....... �. a............ ... 403.6.2 Every dwelling unit is served by a ❑Complies [FI34]2 heat recovery ventilator(HRV) or ❑Does Not energy recovery ventilator(ERV) installed per manufacturer's ❑Not Observable instructions.The HRV/ERV is ❑Not Applicable listed and sized adequately for the specific application, which will include the building's conditioned area, and number of occupants. 403.6.3 Installed performance...._-._..._ .�..,�-_ . ......_�.�...._.._ ...._ .. �...m_.m... .- ________ .._... � _._ ........ .., e of the ❑Complies [FI35]2 mechanical ventilation system is ❑Does Not tested and verified by an approved agency and measured [-]Not Observable using a flow hood,flow grid,or ❑Not Applicable other airflow measuring device. _..m .. , ..,. m .......,,. _. ......... .... ......._,.. - - � 403.2 Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature._ ._ � ...._� 403.5.1.1 Heated .......-- .......... ._,� ..... - . . — ---.... , .-e.,,,,__..�� �� �.�_. .... .. ... __..�.. ... _ __- . .-..... d water circulation systems ❑Complies [FI28]2 have a circulation pump.The []Does Not 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 comply trots SlorUL .. _ _...- -.....e.systems Elmplies Do .. � ..._ _..... automatically es Not (-]Not Observable adjust the energy input to the heat tracing to maintain the ❑Not Applicable desired water temperature in the piping 403.5.2 Demand recirculation water ❑Co.. ��� - � � ...... .. . _.._..... mplies [F130]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable entering the cold water ❑Not Applicable p i i m to <- 104°F. ping._....... _- ......... _-. .._.... -. ,,., _� - ._.,__...�. -._.. ......_ -........ ..-. 1 Hi h Impact(Tier 1) 2 Medium Im act(Tier 2) 3 Low Impact(Tier 3) J.......A g p P......m _ �.... ...... m. Project Title: 36581 Route 48 Report date: 03/23/23 Data filename: Page 9 of 10 Section Plans Verified Field Verified o Final Inspection Provisions Value Value Complies? Comments/Assumptions Rec.ID -- 403.5.4 Drain water heat recovery units ❑Complies [FI3112 have >= 40 percent efficiency if ❑Does Not installed for equal flow or>=52 percent efficiency if installed for ❑Not Observable unequal flow. Vertical drain water ❑Not Applicable heat recovery units comply with CSA B55.2 and tested and labeled in accordance with CSA B55.1. Potable water-side pressure loss of drain water heat recovery units are < 3 psi for individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units are < 2 psi for individual units connected to three or more showers. 4)3.5.5(1--Heated water supply piping Hecto dance with one the is in ...,......_ __........ �sw _ mplies ❑Do. es Not [FI33]2 following: 1) Maximum allowable pipe length method, 2) Maximum ❑Not Observable allowable pipe volume mehtod, ❑Not Applicable 3) Drain water heat recovery units, or 4) Recirculation Systems. 404. fOx%or more have lamps _...... � . . . pwiith an ❑Do s Not 0 efficacy >= 65 lumans/watt or have a total luminaire efficacy ❑Not Observable >=45 lumens/watt. ❑Not Applicable 404.21 Detached aone and two-family nd townhouses where .__..... _.�. .. ... ❑❑Do ami__ ....... . .. mplies ng es Not the conditioned space is > 1,400 sf comply with the requirements ❑Not Observable of Appendix RA. ❑Not Applicable ....__ .......�,.... ...,�__.... �._.w �_ ..... — 404.3 One or two-family dwellings and ❑Complies [FI3611 townhouses with parking area ❑Does Not provided on the building site shall have a 208/240V 40-amp outlet ❑Not Observable for each dwelling unit or panel ❑Not Applicable capacity and conduit for the future installation of such an outlet. See section details. 4.1.1 Fuel gas lighting systems have ❑Complies [F123]3 no continuous pilot light. ❑Does Not ❑Not Observable ..__. ❑Not Applicable cable.- -- _............ .. [0z Compliance certificate posted. ❑ p es 7j ❑Dos Not ...... ❑Not Observable ❑Not Applicable 303.3 Manufactures ..... _____ ... . _. ......� ___ ._. ........ ._ d................... ..�.. ..... ......... ...... .. manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: .. .n .. 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) ... ... ._ ........,, _ Project Title: 36581 Route 48 _ Report date: 03/23/23 Data filename: Page 10 of 10 CNJ/ 201� 8 IECC Energy Efficiency Certificate Above-Grade Wall 28.00 Below-Grade Wall 0.00 Floor 34.00 Ceiling / Roof 43.00 Ductwork(unconditioned spaces): Window 0.23 0.40 Door Skylight 0.50 0.40 Heating System: Cooling System: Water Heater• Name• Date• Comments Glenn Goldsmith,President ^ Qe?? Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ' Fax(631) 765-6641 4 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 15, 2023 Robert W. Anderson Suffolk Environmental Consulting, Inc. P.O. Box 2003 Bridgehampton, NY 11932 RE: STEVEN GUDDAT &TORREY ACRI 36581 C.R. 48, PECONIC SCTM# 1000-68-4-23 Dear Mr. Anderson: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, June 14, 2023: RESOLVED that the Southold Town Board of Trustees grants a One (1) Year Extension to Wetland Permit#9992, as issued on September 15, 2021. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. T 4"! Glenn Goldsmith President, Board of Trustees GG:dd t w,:�u na mr xrTM X.r�aw�a...,�.....a,q �wrr w,'k�^a*t^+ ,�aKrvmr vG*cu,nae Win.�rrrnar; rr� r,,n� �'•; . ry r BOARD OF SOUTHOLD TOWN TRUSTEES :ww " SOUTHOLD,NEW YORK ' PERMIT NO. 9992 DATE: SEPTEMBER 15 202.1 r " 15 ISSUED TO: STEVEN GUDDAT&TORREY ACRI PROPERTY ADDRESS: 36581 C.R.48 PECONIC SCTM#1000-68-4-23 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in � accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 05. 2021, and in consideration of application fee in the sum of 1250.QO paid by Steuart Cudzlat&Torrey Acri and subject i s - to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorises and t permits the following: Wetland Permit to construct a 229sq.ft.addition onto existing 2,118sq.ft.two-story dwelling with attached garage; construct a 1,673sq,ft.addition to existing deck; install a 744sq.ft. swimming pool; install a 211sq.ft.cabana/pool house; and to construct a 749sq.ft.detached i a garage and parking areas thereon; establish and perpetually maintain a 10'wide non-turf buffer landward of the edge of the freshwater wetlands; and as depicted on the site plan prepared by Sean Q.Madigan,AIA,last dated on September 11,2021,and stamped approved pon September 15,2021. , IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and These presents to be subscribed by a majority of the said Board as of the 15th day of September,2021. Or ,P w t, "ysr a atl �y � ��S.M,w,.n qu xriw+�m.tirw.rPla.de..wwwG'..m�,Y"':"mrxr�y yy .wM1o�4%rc�°/'K r1 u+vw.�nrva-wawsn. tl+�b w -rMi»G +. ....rdm«r,M.rw+wr.p I a f�•.w.w'YnM1rNwar%,a+w ,.�wmcrraG ub�'3 :mw�s.Yw:^r.r�' 4 � ,y�'� "W ,.tl 3m ru✓ � �� �'a kfn" 4 _� 9.. :- % "S . 'Y.0... }1' 'M """" �. ��ie+' `�Irw$'�_..�lmxC^+nS""�M,+I"y. �my'm"TM Y"'!' VM "�M"` 'lnY^`�,,.M°) ,.„,-..",`^''M.,..:.r� ..•'X�"'y"6 TERMS AND CONDITIONS The Permittee, Steven Cuddat Vic,Torrey Acri,residing at 36581 CRI 48, Peconic New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will,at his or her own expense,defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. z o W j > Q O Z W > w �o rW N m W Ar, yk— w O 4 rw e�rp ? W / '41� w � ww J J^ J'* *rw 0..T "'� +�.,`,"" / ,✓` .. n "m. ���NYx'e, H ..,^�✓p �'�,p� rtlWF � �� " "'w ! r F4 IN, ,s^1 ie. uii a+a w e 3 442.3 rz Scott A. Russell � b SFOl\\4 WAT1EIR, SUPERVISOR MANA.GlEMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 So u th o l d 53095 Main Road-SOUTHOLD,NEW YORK 11971 " wW n of CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM _..._ _ n I ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT G ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) n NAME: Date: Ls ISvia lilt) Contact ft ,Information: y �E•A�w n A�Itt_. Pro erk Address / Location of Construction Site: - = W. ........ S.C.T.M, #: 1000 Tisti ict .... .. ....... .w.. _... U Section Block Lot r.eP ;. TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT e. Area of Disturbance is less than I Acre, No S.P D.E S Permit is Required l Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is ReaRired a"= - Area of Disturbance is Greater than I Acre & Storn-i-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. [, - Area of Disturbance is Greater than I Acre & Storm-water Runoff Flows Through Southold Towns E S4P Permit throw hWaters the Southold tate Town Er� ineef New rrkn� De artner tICANT MUST OBTAIN, a STD Prior to Issuance of a Building Permit. r Reviewed By� Date .FnR m #wrry -Tnc n�r„r,P,- ?n 1 n cce v e� z Suffolk County Dept.o Labor,Licensing&Consumes MASTFR FI FGIRICAI I ICH Name WILLIAM P GROUT TO JF Business Name This certifies that the jeerer Is duly licensed VMB ELECTRICAL SOI U TION! jy the County of suffolk License Number: ME-39371 Rosalie Drago Issued: 01/26/2006 0 Commissioner Expires: 01/01/2024 w J�twoYtf < rkers' Compensation CERTIFICATE OF INSURANCE COVERAGE srrrs Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1a. Legal Name&Address of Insured (use street address only) 1b. Business Telephone Number of Insured VMB ELECTRICAL SOLUTIONS, INC. 631-291-0208 28 SHORE LANE BAY SHORE,NY 11706 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured (Only required if coverage is specifically limited to certain locations in New York State,i.e., Wrap-Up Policy) 331127279 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company SUFFOLK COUNTY 100 VETERANS MEMORIALS HIGHWAY 3b. Policy Number of Entity Listed in Box"1 a" HAUPPAUGE, NY 11788 DBL374106 3c. Policy effective period 03/09/2023 to 03/08/2024 4. Policy provides the following benefits: A. Both disability and paid family leave benefits. 0 B.Disability benefits only. [:]' C.Paid family leave benefits only. 5. Policy covers: 0 A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. F1 B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that i am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 9/8/2023 By 13jw, ot (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers' Compensation Board (only if sox 4113,4C or 5B have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers' Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-21) I I 111111111111111111111111111111111111111111111111 DB-120. 1 (12-21) ® CERTIFICATE OF LIABILITY INSURANCE —09/M03�/202D 3�1 ACORO THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND.EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERISL AUTHORIZED REPRESENTATIVE IMPORTANT H pe OR rtlilwWis an HADWTIONAL INSURED,lir policy(les)must have ADDITIONAL INSURED vis PRODUCER... ..,HE.,.�.,�.CERTIFICATEeee.....�._... ..... ..... .,.,.,.,.....,,.,.,. ... ) provisions or be endorsed.N ' SUBROGATION is WAIVED,subject to the terms and conditions of the po".certain policies may require an endorsement A statement on this certifiteRs does net canter rights to the certificate holder in lieu of such endomementis). PRODUCER CONTACT XWA:ME HrYn1d13$l4.COnT me'rCial InSUT6nCG PrOgyfllt ...a Homesite Commercial Insurance Program PHONE FAX PO Bo:5316 lA,c No.Ext): 344-283-7998 A C N.), Binghamton,NY 13902 EArAL ADDRESS: commerclalservke@homesite.com INSURER(S)AFFORDNO COVERAGE NAIL F .. -....... �... .... .e... .. ......... INsuaErtA MldvalaIndemnitr,�, PanX. ...........mm.�....... .27138 INSURERA: �. .. INSURED INSURER B ... VMS ELECTRICAL SOLUTIONS INC NSUtER C .,m... ..,w.,, Me.w,..._.,Aw....�.,,.,.,w..w,� .... ....mm....a..._...,... coo..,«.., ww_�._.... 28 SHORE LN INSURER D BAY SNORE NY 11704 '...INSURER E '..INSURER F 1101&t11003703SB33.9 ..........w... ...VISI, COV_ERAGES_ _ _ _Ct:.M4.._TTf"tlCAtE N:UMBF.R J' 3 __ _ _,. 90903 _REVISION NUMBER. µTHIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVEY BEEN ISSUED TO THE INSURED �.E'F_ _ NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE Ad-FORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS ADPL%USA. 01UU Y i Y TYPE OF INSURANCE POLICY NUMBER N L W LIMITS T� . COMMERCIAL GENERAL.LIABI.. .,� .m . LIABILITY EACH OCCURRENCE (1,000,000 .,.. A 1 rLAus uADE X�O+".+-1,�a N N '' GLP1036009 02113!2023 02/1312024 mEl1 srs [� .� $100.000 , 110 Elf),r A,, $5,000 PERSONAL 6 ADS. NUR. $1.000.000 J ru l A ,J N, II i..IV i Au r�._I .u k GENERAL AGGREGATE $2,000,000 -. X I PCyICY PRO Loc s: a le r cuur AWA $2.000,000 �Ecr w. m... OTHER AUTOMOBILE LIABILITY si 141 7 ,4:d I1 7i r 1, 'I AUTO ......4..., 1 PROPERTY DAA GE All ,+ [Jl°>dl..+ iF!•acadclrl LDC A.LbA4 UAB .AtLr a A '1 A+::W7.EGA TC RL TLNTIOh I qX WORILERS COMPENSATION PER 'el AND FJIPLOYERS UABIUTY Y!N S ATLITT L1 W.•Ea,talif'�i nAR r!F r�C•EC'.I _A 1l MECO U(CL..CE�' TINA l vs.:rn r. kA4l Fi.+:C)I Il. (MendOM in NH) t.l.. f 1 r,,r,, DESCRIPT ON OF OPEAA110145- f, PROFESSIONAL LIABILITY OCCURRENCE AGGREGATE DESCRIPTION OF OPERATIONS!LOCATIONS!VEHICLES(ACORD 101 AddmonM Remarks Sch kdo may a Samhed A more"m Is mq."dl Electrician ............ LDER CANCELLATION CERTIFICATE HO,.. SUFFOLK COUNTY 100 VETERANS MEMORIAL HWY HAUPPAUGE NY SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 11769 BEFORE THE EXPIRATION DATE THEREOF.NOTICE WILL BE DELIVERED IN '_ACC,ORDANCE WTTHE POLICY PROVISIONS AUTHORED REPRESENTATIVE 26i A�CORd3 b RK'TaON. 01t➢N r1y3WatS reserved..., ACORD 25(2016103( The ACORD name and logo are registered marks of ACORD THE HARTFORD BUSINESS SERVICE CENTER THE 3600 WISEMAN BLVD HARTFORD SAN ANTONIO TX 78251 September 8, 2023 Suffolk County 100 VETERANS MEMORIAL HWY HAUPPAUGE NY 11788-5402 Account Information: ails : ...._.MB ELECTRICAL SOLU..._________________________............................................_TIOContact Us VNS, Policy Holder DetINC. Need Help? Chat online or call us at (866)467-8730. We're here Monday- Friday. Enclosed please find a Certificate Of Insurance for the above referenced Policyholder. Please contact us if you have any questions or concerns. Sincerely, Your Hartford Service Team WLTRO05 ► CERTIFICATE OF LIABILITY INSURANCE [DA�TEMMIDD;��-- M-_.---- ........ ........ 8/2023 _ . THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. .............. _ _. .....__ .. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATIONIS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). ..... ......... ........................................................................................._ ................................. PRODUCER CONTACT NORTHEAST AGENCIES INC/PHS NAME: .......................... - m 01216378 PHONE (866)467-8730 N,No (A/C,No,Ext): ( ): The Hartford Business Service Center .................................m....... ......._................................... 3600 Wiseman Blvd E-MAIL San Antonio,TX 78251 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURED � ..... ......................... ..........__��� INSURER A;, Property and Casualty Insurance COm ........ pany 34690 VMB ELECTRICAL SOLUTIONS, INC. of Hartford ............. ....... .........._... 28 SHORE LN INSURER B: BAY SHORE NY 11706-8734 """""' INSURER C t. : ........................._._.------- INSURER D INSURER E: INSURER F t. ...................................................................._.... .............................................._. COVERAGESCERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ............... ......__ ................................ INS TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF POLICY EXP LIMITS TR tM (Dp.:�Y??Yt, _[ !4DIY YYYI ..........._------ COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE OCCUR D CLAIMS-MADE❑ AMAGE TO RENTED nce .,,-.-... MED EXP(Any one person) ........... --......- -----------------------� PERSONAL&ADV INJURY ................. GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE . ._.. ............................................ .......................... POLICY PRO LOC PRODUCTS-COMP/OP AGG JECT ....� '. .................. OTHER: - AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ....... F.;pqi ent ANYAUTO BODILY INJURY(Per person) ..._. ...................._ ALL OWNED ........ SCHEDULED .. AUTOS AUTOS BODILY... .INJURY. (Per accident) HIRED NON-OWNED PROPERTY DAMAGE AUTOS AUTOS (Per accident) _. ................ .. _. UMBRELLA LIAB OCCUR EACH OCCURRENCE . --........... EXCESS LIAB CLAIMS- AGGREGATE MADE I7E'D' RETENTION$ _- . •IAIORKE .a._.... ................... ............,..-----._._. ..,..�.-.,._..�......................................... RS COMPENSATION X PEROTH- AND EMPLOYERS'LIABILITY STATUTE µµµµ;FR. •__„_�, ANY YINE.L.EACH ACCIDENT $100,000 PROPRIETOR/PARTNER/EXECUTIVE --- -----•••-• - •- A N/A 01 WEC AC7C94 02/12/2023 02/12/2024 OFFICER/MEMBER EXCLUDED? [ EL.DISEASE-EA EMPLOYEE $100,000 (Mandatory in NH) If yes,describe under E.L,DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPER& ONS below ..m.................... ........ .....M ............-_ ..-----------..- DESCR/PT/ON OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101 Additional Remarks Schedule,may be attached if more space is required) Those usual to the Insured's Operations. _ ._. ._. .._ ____.......-....................................... .... _. ................................... ..... CERTIFICATE'HOLDER CANCELLATION ..___.._..-.�Y.�_._....._._.m.............................._-.____m..-- SHOULD ANY O�. .......................___ _. Suffolk Count F THE ABOVE DESCRIBED POLICIES BE CANCELLED 100 VETERANS MEMORIAL HWY BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED HAUPPAUGE NY 11788-5402 IN ACCORDANCE WITH THE POLICY PROVISIONS. ------------------------ AUTHORIZED REPRESENTATIVE C/� ...__........_.... ........................................... ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD AIR 1 1986 DECLARATION OF PROTECTIVE COVENANTS BY VINE VIEW ASSOCIATES This declaration made this day of 1486, by Vine View Associates, c/o John Breslin, 44 Elm Street, Huntington, New York, W I T N E S S Whereas, Vine view Associates, is the owner in fee simple of all that certain plot, piece or parcel of land, situate, lying and being at Southold, Town of Southold, County of Suffolk, State of New York, bounddd and described as follows: SEF. SCHEDULE "A" ATTACHED Whereas, said Vine view Associates, has applied to improve ' the premises as a minor subdivision with the Southold Town Planning Board, whereby four parcels are created to be conveyed to individual purchasers (a copy of said minor subdivision is annexed hereto and part thereof) ; and Whereas, the Southold Town Planning Board requires that Vine View Associates place a certain restrictive covenant on said premises as a condition to its approval of said minor subdivision which shall be binding upon all purchasers and mortgagees of the individual parcels, their heirs, executors, administrators and assigns or other successors in interest; -1- Suffolk County Dept.of Labor,Licensing&Consumer Affairs ii HOME IMPROVEMENT LICENSE Name .Y GERARD LAVELLE Business Name This w0" 'Me SOUND HARBOR DEVELOPMENT LLC s*aw is ditdy Wonsed sy the ccrwty co WIN* License Number:H-53081 Rrasa�4tc..Dragla issued: 03/20/2014 I'amnlissl4ner Expires: 3/112024 NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) A A A A A A 208102149 SCHAEFER ENTERPRISES INC 77 CHAMBERS ST FL 3 �' w ," NEW YORK NY 10007 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER SOUND HARBOR DEVELOPMENT LLC SUFFOLK COUNTY DEPARTMENT OF 199 BROWER AVE LABOR, LICENSING&CONSUMER AF ROCKVILLE CENTRE NY 11570 PO BOX 6100 HAUPPAUGE NY 11788 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE H1472130-2 729578 01/13/2023 TO 01/13/2024 1/18/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1472130-2, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND * 4 DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:638815155 U-26.3 SOUNHAR-01 — BSKY DATDIYYYY) ACORO� E(MMID �� CERTIFICATE OF LIABILITY INSURANCE DATE _....... ................ .. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. _.. ......... ........._. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER A NAME:No Ext 877 237-2.. ..., .... , 866 PGIS dba Schaefer Enterprtses_ � �JTACT ! . ^) 481 ... No)(_ ) PHONE ( FAX 453 9676 77 Chambers Street,3rd Floor New York,NY 10007 1 4 Iks InID�s IneWyork coral AI �� S INSURER AFFORDING COVSER _ ur m' NAIc Company X12294 INSURERS Southwest Marine&General Insurance Sound Harbor Development,INSURED nt,LLC !INsuRE ^cIT,New York State insurance Group X2.3329 p INsuRFR ranee Fund ___..._�3f1Q2.. . 1 INSURER 199 Brower Ave _ 181434 _ Rockville Centre,NY 11570 INSURER E D ShelterPolnt Life Insurance-Corn .. , INSURER F: COVERAGE'S CERTIFICATE NUMBER: REVISION NUMBER: _.....................__ _..............................._ THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. .R X COMMERCIAL GENERAL LIABILITY • IAF INSURANCE I N DL SUBD POLICY NUMBER MMQPf yy�,�pp EThl TYPE ry ry E LIMITS ACH OCCURRENCE 1,000,000 O00 000 i ( �CLAIMS-MADE X—�occuR t GL2023RLH00087 2!16!2023 t 2/16/2024 sAEn1®. __..,.._.. 190,000 .�.EXP_LAnyo_.P. son)ne S 000 �� ....� _ �ENERAL AC^ADV INJURY $- 2,000,000 ERSONALB 0 ., _ 2 0 •., JECT S PER: �. OO OO LEN POLICY XT PRO IT,fitPPLIG.J LOC J PRODUCTS...T.COMPIOPAGG„.$,_.,, ___. _ F OTHER' 1 COMBINED SINGLE LIWT $ 1,6110 000 B �,AUTOMOBILE LIABILITY $ `ANY AUTO j µnm mm JURY{Perperson� 8 e HIREDAUTO ONLY �F SCHEDULED CAP1077374 11/18/2022 11/18/2023! o Y D oEa �denY��-s OWNED X ....c AUTOS ONLY AUTOS ONLY ( 7DIL.Y INJ I i i I I T �.. �....,,...� 1 w. _..... ._S ....... X ( F dwdarpl, - ..... 1 � S f UMBRELLA LIAB o I OCCUR 1 i EACH OCCURRENCE i- j.,,-__ _. .............._...._ �__ �.. ..-_. DEDEXCESS LIA RETENTION$ CLAIMS MADE •AGGREGATE---- ,S ., ,,..... .. ANY PROPRIETOR/PARTNER/EXECUTIVE Y�AND EMPLOYERS'LIABILITYIH1472130-2 1/13/2023 f 1/13/2024 I— 6T(JT .T6 f I FB,H r C IWORKERS COMPENSATION E X PER .N I + +E.L..D SEASECEA EMPL. 5....,.,..."" 1,000,000 OFFICER/MEMEER EXCLUDED? Y ,NIA) i I 1,000,000. .(Mandatoryin NH) ....... 1 QYEE $ �Ifyes,desTgibeunder J 11 J 1,000,000 DESCRIPTION OF OPERATIONS below ,•,,,,,,_ _....-. „,�,,,-EL DISEASE POLICY LIMIT D Disability i13268353 1/10/2023 11/10/2024 ;Statutory i j DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Additional Insured: SUFFOLK COUNTY DEPARTMENT OF LABOR,LICENSING&CONSUMER AF PO BOX 6100 HAUPPAUGE NY 11788 CERTIFICATE HOLDER CANCELLATION _ .......... .._...... SHOM n ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE SUFFOLK COUNTY DEPARTMENT OF THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. LABOR,LICENSING&CONSUMER AF PO BOX 6100 ---- Hauppauge,NY 11788AUTHORIZED���?A�„�. �.._.... ©1988-2015 ACORD CORPORATION. All rights ACORD 25(2016/03) reserved, The ACORD name and logo are registered marks of ACORD NEW YORK STATE DEFIARTIMENT OF ENVIRONMENTAL CONSERVA'T ION M04um of F""n%0OMOOW'11 W"Wolh I SUNY&Stow Brook,50 Cgde Rwd,SWny 6'aa k,NY 11790 P:(031)444-0"`65 U F:(631)444-0 i160 h , W",11" LETTER OF NO JURISDICTION - FRESHWATER WETLANDS Steven Guddat September 17, 2021 Torrey Acri 54 W 16t' St., Apt 15B New York, NY 10011 Re: Application #1-4738-04827/00001 Guddat-Acri Property: 36581 CR-48 SCTM# 1000-68-4-23 Dear Steven Guddat: Based on the information you submitted, the Department of Environmental Conservation (DEC) has determined that the subject lot is more than 100 feet from DEC regulated freshwater wetlands. Therefore, no permit is required pursuant to the Freshwater Wetlands Act(Article 24) and its implementing regulations (6NYCRR Part 663). Be advised, all construction, clearing, and/or ground disturbance must remain more than 100 feet from the freshwater wetland boundary. In addition, any changes, modifications or additional work to the project as described, may require DEC authorization. Please contact this office if such activities are contemplated. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Lastly, application fees are not required for letters of no jurisdiction. Therefore, the $50 check you submitted has been voided. Sincerely, Kevin Kispert Permit Administrator cc: Suffolk Environmental Consulting BOH File ������3 s .I � I., .. . sO m; 6- � a , „ , ,,, 1. 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THESE NOTES ARE PART OF THE CONTRACT DOCUMENTS AND MUST BE 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST RULES ADDRESS: 36581 COUNTY ROAD 48 N `� PRIVATE , „ FOLLOWED B cv c� ,,.;1, ,,,,,;;; Y THE CONTRACTOR UNLESS MORE RESTRICTIVE NOTES ARE INCLUDED AND REGULATIONS OF ALL APPLICABLE STATE AND/OR LOCAL CODES LAWS PECONIC NY 11958 � o N 'I,:' 1 . � ELSEWHERE IN THE CONTRACT DOCUMENTS, IN WHICH CASE THE MORE RESTRICTIVE ORINANCES, AND STATUTES. NOTHING IN THE DRAWINGS OR SPECIFICATIONS IS TO BE � c� 1.. MC) I °`' �_ L,� � NOTES ARE TO BE FOLLOWED. CONSTRUED AS REQUIRING OR PERMITTING WORK CONTRARY TO THESE RULES. TAX MAP ID: 1000-068.00-04.00-023.000 " RESIDENCE ,zI �� 'L,�": � .; Cf) M I. . . 2. THE AR,CHTIECT HAS NOT BEEN RETAINED TO FUNCTION AS THE GENERAL 2. THE DRAWINGS INDICATE LOCATION DIMENSIONS REFERENCE AND TYPICAL TOWNSHIP: SOUTHOLD TOWNW T_ ` - , I ' '!,y'I,." 1,; ,� -'�-'� w � 1 CONTRACTOR. THE ARCHITECT IS NOT RESPONSIBLE TO SUPERVISE ANY DETAILS OF CONSTRUCTION, WORK NOT PARTICULARLY DETAILED SHALL BE OF 0 T o 36581 ROUTE 48 , > CONSTRUCTION (MEANS & METHODS) OR INSTALLATION OF ANY EQUIPMENT ON THE CONSTRUCTION SIMILAR TO PARTS THAT ARE DETAILED. ZONING MAP: TOWN OF SOUTHOLD ZONING MAP m r :, C. . , , ,. r. , . � oww PECONIC, NY 11958 .,;,-',.',:, SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAILY CONSTRUCTION �• m ] 0- 11 '`'�,''` ' SUPERVISION AS REQUIRED. THE ARCHITECT IS TO PERFORM SITE VISITS TO OBSERVE 3. DO NOT SCALE DRAWINGS. NOTED DIMENSIONS TAKE PRECIDENCE OVER SCALED ZONING DISTRICT: AC u._ W W W " , ,';, ; . I1'' ' ; CONSTRUCTION PROGRESS AS REQUIRED AT A FREQUENCY AS DETERMINED BY THE MEASUREMENTS. WHERE DISCREPANCIES OCCUR THEY SHALL BE REPORTED TO THE ❑O O O O I. . ARCHITECT. ALL INSPECTIONS OF CONSTRUCTION REQUIRED BY THE AUTHORITY ARCHITECT FOR RESOLUTION PRIOR TO CONSTRUCTION. OVERLAY DISTRICT: NONE w w w CK ' '1'.11 HAVING JURISDICTION ARE TO BE COORDINATED AND SCHEDULED BY THE CONTRACTOR a0 W CQ U) . AND ARE NOT THE RESPONSIBILITY OF THE ARCHITECT. 4. THE CONTRACTOR IS TO REVIEW DOCUMENTS,VERIFY DIMENSIONS AND FIELD YEAR BUILT: 1988 Sheet Name m o7 CQ W ARCHITECT ' ' CONDITIONS AND CONFIRM THAT WORK IS BUILDABLE AS SHOWN. THE CONTRACTOR Sean Q. Madigan AIA ,. 3. EACH CONTRACTOR AND/OR SUBCONTRACTOR IS REQUIRED TO VISIT THE SITE TO SHALL REPORT ANY CONFLICTS AND/OR OMISSIONS TO THE ARCHITECT PRIOR TO LOT AREA: 188,173.37 SF GENERAL ARCHITECT 42 School Street VERIFY ALL F7IELD CONDITIONS AND DIMENSIONS PRIOR TO THE COMMENCEMENT OF PERFORMING ANY WORK IN QUESTION. OTHERWISE, THE CONTRACTOR SHALL BE (4.32 ACRES) G-001 INDEX Hampton Bays NY 11946 CONSTRUCTION OF THEIR RESPECTIVE SCOPE OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO COMPLETE THE WORK STATED IN ON THE CONTRACT `* '\ RESPONSIBLE FOR COORDINATING WORK BETWEEN TRADES. DOCUMENTS BASED UPON THE OPTIMAL ESTABLISHED QUALITY STANDARD. BUILDABLE LOT AREA: 176,582.90 SF °" '`' +1 (631) 258-4749 (NOT INCLUDING WETLANDS) DEMOLITION STRUCTURAL ENGINEER 4, NO CHI\NGES TO THE CONTRACT DOCUMENTS CAN BE MADE WITHOUT WRITTEN 5. PLANS ARE SUBJECT TO APPROVAL BY ALL AUTHORITIES HAVING JURISDICTION DM-100 DEMOLITION PLAN - LEVEL 00 �' "•, , Dilandro Andrews Engineering, APROVAL FROM THE ARHITECT AND THE OWNER. PRIOR TO COMMENCEMENT OF CONSTRUCTION. ''';" = PRINCIPAL BUILDING: DM-101 DEMOLITION PLAN - LEVEL 01 ':' I'll DILANDRO ANDREWS PLLC ,., . ,,. DM-102 DEMOLITION PLAN - LEVEL 02 ��: _; : 158 County Road 39, Suite 10 5. THE RI=VIEW AND/OR APPROVAL OF ALL SUBMITALS & SHOP DRAWINGS SHALL 6. ALL DIMENSIONS ARE ROUNDED FOR EASE OF COMMUNICATION WITH TRADES. \�. NOT BE CONSTRUED AS A COMPLETE CHECK, BUT WILL INDICATE ONLY THAT THE REFER TO OVERALL DIMENSIONS TO ENSURE ROUNDING ERRORS ARE NOT MAX. HEIGHT/#STORIES: 35FT 121/2 STORIES Southampton NY 11968 GENERAL DESIGN AND DETAILING IS SATISFACTORY. REVIEW AND/OR APPROVAL OF COMPOUNDED. REPORT ANY DISCREPANCIES IN DIMENSIONS TO ARCHITECT PRIOR TO MINIMUM FRONT YARD: 60FT ARCHITECTURE (631) 259-3959 SUBMITTALS AND SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OR CONSTRUCTION, MINIMUM SIDE YARD: 20FT A-010 SITE PLAN 1 , °: • SUBCONTRACTOR OF THEIR OBLIGATION TO FULFILL THE SCOPE AS INDICATED IN THE MIN. TOTAL SIDE YARD: 45FT ,.\, am A-030 FINISH SCHEDULE CONTRACT DOCUMENTS. REVIEW AND/OR APPROVAL OF THE SUBMITTALS OR SHOP 7. ANY SUPPORTING DETAILS REQUESTED BY THE CONTRACTOR SHALL BE PROVIDED MIN. REAR YARD: 75FT \Y r DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY FOR BY THE ARCHITECT AND TREATED AS IF THEY WERE INCLUDED IN THE ORIGINAL SET OF A-040 ELECTRICAL SCHEDULES \';'„, . N\ i, ,,,. i.: 11 11 ERRORS IN MEASUREMENTS OR FABRICATION. DRAWINGS. MAX. GROSS FLOOR AREA: 9,514.57 SF A-050 DOOR SCHEDULE (7,100 + 0.025*(LOT AREA-80 000) A-051 DOOR SCHEDULEC11 I , \' 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR ALL ACTS AND 8. ALL DIMENSIONS SHOWN ARE MEASURED FROM FINISHED FACES OR WALLS, `:' 11 OMISSIONS OF ALL OF HIS EMPLOYEES AND ALL SUB-CONTRACTORS AS WELL AS THEIR FLOORS, MILLWORK CEILINGS, ETC, UNLESS OTHERWISE NOTED. ACCESSORY STRUCTURES: A-060 PLUMBING FIXTURE SCHEDULE ;' •,.::,:» AGENTS AND EMPLOYEES AND ALL OTHER PERSONS PERFORMING WORK ON THE SITE, A-061 ACCESSORY & APPLIANCE SCHEDULES *1-11 I �. 0 Date Issue Description By Check 9. ALL WORK TO BE COORDINATED BETWEEN TRADES BY THE CONTRACTOR UNLESS MAX. HEIGHT: 22 FT A-070 WINDOW SCHEDULE � ' \'� ,' ', 12113/21 ISSUE FOR BID SQM SQM 7. ALL LABOR SHALL BE PERFORMED IN THE BEST WORKMANLIKE MANNER BY OTHERWISE NOTED, ANY SUBSTITUTION TO THE SPECIFICATIONS INDICATED IN THE MIN. SETBACK SIDE/REAR: 25FT A-071 WINDOW SCHEDULE `,' '''" 09/01122 ISSUE FOR BID SQM SQM TRADESMEN SKILLED IN THEIR RESPECTIVE TRADES. THE STANDARDS OF WORK DRAWINGS MUST BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. SHOULD THE A-200 CONSTRUCTION PLAN - LEVEL 00 REQUIRED THORUGHOUT SHALL BE SUCH THAT WILL RESULT IN FIRST CLASS WORK CONTRACTOR FIND AND DISCREPANCIES, AMBIGUITIES, OMISSIONS, OR CONFLICTS IN MAX. AREA: 5,297.49 SFOIL " 09111123 ISSUE FOR PERMIT SQM SQM ' y ONLY. THE DRAWINGS OR SPECIFICATIONS THE CONTRACTOR MUST SUBMIT A FORMAL (3%OF LOT AREA) A-201 CONSTRUCTION PLAN - LEVEL 01 ;-11111, REQUEST FOR INFORMATION (RFI)TO THE ARCHITECT TO PROVIDE SUPLEMENTARY A-202 CONSTRUCTION PLAN - LEVEL 02 "" "` • ' » . :• : . I . 8. THE CONTRACTOR SHALL PURCHASE AND MAINTAIN SUCH INSURANCE AS WILL INFORMATION. NEITHER THE OWNER NOR THE ARCHITECT WILL BE RESPONSIBLE FOR MAX. TOTAL LOT COVERAGE: 35,316.58 SF A-203 CONSTRUCTION PLAN - ROOF ` ` PROTECT HIM AND THE OWNER FROM CLAIMS THAT MAY ARISE OUT OF OR RESULT VERBAL INSTRUCTIONS. (20%OF BUILDABLE LOT AREA) ° \\'" ~1 A-401 REFLECTED CEILING PLAN - LEVEL 01 ` FROM THE CONTRACTOR'S OPERATIONS, WHETHER SUCH OPERATIONS BE BY HIMSELF � : '� OR BY ANY , UB-CONTRACTOR OR BY ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY 10. ALL CHANGES TO THE SCOPE OF WORK ESTABLISHED BY THE CONTRACT A-402 REFLECTED CEILING PLAN - LEVEL 02 ; ►`.: • ,Im . c :>11 .'; '' ANY OF THEM OR BY ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE. THE DOCUMENTS SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ARCHITECT IN THE A-601 POWER & DATA PLAN - LEVEL 01 ► , ' TYPE AND COVERAGE AMOUNT OF THE INSURANCE IS TO BE REVIEWED &APPROVED BY FORM OF A WRITTEN CONSTRUCTION CHANGE DIRECTIVE, WHICH SHALL INCLUDE A-602 POWER & DATA PLAN - LEVEL 02 '.�',:; THE OWNER SCOPE OF WORK,AND A QUANTIFIED CHANGE IN CONSTRUCTION COST AND/OR A-700 EXTERIOR ELEVATIONS • _ , `'.f= -'' " , , ',, CONSTRUCTION SCHEDULE. THE ARCHITECT WILL REVIEW AND APPROVE OR REQUEST '>` `°""I ".', ,': :,.. .; A-701 EXTERIOR ELEVATIONS �► "" 9. THE INTENT OF THE CONTRACT IS FOR THE CONTRACTOR TO COMPLETELY FINISH REVISIONS PRIOR TO ISSUING THE FORMALIZED CHANGE ORDER TO THE CLIENT FOR ".,' ' ; A-710 EXTERIOR PERSPECTIVES `''' AND DELIVER THE BUILDING AS DESCRIBED IN THE CONTRACT DOCUMENTS TO BE PAYMENT. ,..,,`•,,,., ;. ` .. ' '`' I . READY FOR OCCUPANCY, EVEN THOUGH NOT EVERY ASPECT OF THE WORK IS A-711 EXTERIOR PERSPECTIVES ° , PRECISELY INDICATED IN THE DRAWINGS. 11. THE OWNER WILL PROVIDE WORK NOTED AS"BY OTHERS"OR"NIC" UNDER A-712 EXTERIOR PERSPECTIVES3 " SEPARATE CONTRACT. INCLUDE SCHEDULE REQUIREMENTS IN CONSTRUCTION ,, . .,,., .,; A-720 BUILDING SECTIONS ;�y ', {::.,:. '? 10. THE CONTRACTOR SHALL COORDINATE THE ARCHITECTURAL DRAWINGS WITH ALL PROGRESS SCHEDULE AND COORDINATE TO ENSURE ORDERLY SEQUENCE OF .'�'' A-721 BUILDING SECTIONS '' r -'', TRADES PERTAINING TO ALL STRUCTURAL PENETRATIONS. ALL PENETRATIONS THAT INSTALLATION. �« "'` ,: �'I'� '' ,, ' 1 VARIES FROM THE ARCHITECT'S OR ENGINEER'S DRAWINGS SHALL BE BROUGHT TO THE A-760 EXTERIOR SECTION DETAILS `' ,•: \ . :: , \ ,;, ,' ATTENTION OF THE ARCHITECT PRIOR TO CONSTRUCTION. 12. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE FOR DURATION A-780 EXTERIOR PLAN DETAILS i, +„ ,; . , ,, OF WORK, ALL DAMAGE DUE TO IMPROPER PROTECTION SHALL BE REPAIRED BY THE A-801 INTERIOR ELEVATIONS - 101 FOYER „,.; , 11. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE SCHEDULE OF ALL CONTRACTOR AT NO COST TO THE ONWER. '' +Y'4 '. '; A-802 INTERIOR ELEVATIONS - 102 BATHROOM '« 1'� . ; TRADES ON SITE TO ENSURE AN EXPEDIANT YET SAFE WORK ENVIRONMENT. �. . \�\ .. .�,� a A-803 INTERIOR ELEVATIONS 103 OFFICE .. \ \ .. ... \ .... � ... >......... .. ....... a :. '.;o .a. .\,.; .� ` .; .�\.,...,;:: \.. .\.. . \ O,\. \ .\ .\.. \ .:. \\. a.\ :.. "\:. .... .. \\\\.\�\\..... ... . ....\ ........ .> .. .. ... . \ �.;"'... � � \.. �. \:�,\.\\.. ..tee. �...:... a. .�.:.. , ..�,. ..,.. I 11 L MAIN I NAND N B T \\ \ . \. \\ ....�. .\ \ \ \,....: . ' A- 4 IN R - OOM 12. THE CONTRACTOR SHA L TA N A CLEA U 0 STRUC ED WORK \ \\, \,, .\\\ •\�. \ :,\.. \ 80 TE IOR ELEVATIONS 104 LIVING R \\\.,..\\\\ \\\\\.....\. \ \ a A # :""� CA � �`CI .. .... ... .. \\ ... .\ \..> .. ..: .... ... Ove:.\�\\.. \ o\ .\ .. \ \ \.. \ THE E ND SHALL BE R P N /BLE FOR \ \ \\ ,\ ENVIRONMENT DURING PROC SS OF WORK A ES 0 S ,.. , .. �a . . \ \ \ \\�\ ...,�..... . . ., . .. ., \ , . \ A- ING ROO . . , . \ .a,. \ ,'.:• 805 INTERIOR ELEV DIN ....�.�a. _�. � `, ATIONS 105 . ....\�\\o\\\a......., a....�..�o\\\�\o\�v�\�����\�ao�.�\�..oawo\. ... > ��\m�., o.���a �\\. .. �.a�\\\\� .�.���v vao\\....m\ _ a ... ... .. .. .. �. .....a\..,... � \\ .,.x�\.•..: \\a::�....amiaa\c••�..:.....,....�Ga\a\a......k.>_.�..����too\O\\\\�:: �\\\\\oa:......��.�>. .. .s.\\\\\\�':�mm�\0�.:3.�..oV�a�a�\� . INITIATING, MAINTAINING AND SUPERVISING ALL APPLICABLE SAFETY PRECAUTIONS AND � .,. ,� .,��� �\\\r\ \ r�I „\\\\�,,, •,•; r PROGRAMS IIN CONNECTION WITH THE WORK BEING PERFORMED. THE CONTRACTOR :. �.': 11I 10 ,: A-806 INTERIOR ELEVATIONS - 106 KITCHEN • , ., 11 r _,1 > ALL MATERIALS, ASSEMBLIES, FORMS& METHODS OF CONSTRUCTION AND SERVICE I'll;, . `�: � ,�,,, ', A-807 INTERIOR ELEVATIONS 108 DEN UPON COMPLETION OF THE WORK, SHALL LEAVE THE JOB SITE CLEAN, NEAT AND ;;,, < ", EQUIPMENT SHALL COMPLY WITH THE APPLICABLE CODES LISTED BELOW: 11 {:` as ORDERLY IN,OLUDING THE VACUUMING AND/OR WASHING OF SURFACES TO THE A-811 INTERIOR ELEVATIONS - 202 HALL " �RIN t «: : 11� SATISFACTION OF THE OWNER. >" " M> ZONING ORDINANCE: A-812 INTERIOR ELEVATIONS - 203 PRIMARY CLOSET '°; • _ :.` : .:: . 11 . (' ; ,: „• TOWN OF SOUTHOLD-GENERAL LEGISLATION z� A-813 INTERIOR ELEVATIONS - 204 PRIMARY BEDROOM11 13. ALL CONSTRUCTION EQUIPMENT SHALL BE INSPECTED BY THE PERSON L.:1'.,,:.: :; ' «° CHAPTER 280 -ZONING :.... %:: .. - SUPERVISING THE WORK ON SITE. IF IT IS DETERMINED THAT ANY DEFECTS OR UNSAFE p A-814 INTERIOR ELEVATIONS 205 PRIMARY BATHROOM R \« CONDITIONS ARE PRESENT THEY SHOULD BE PROMPTLY CORRECTED PRIOR TO BUILDING CODE: A-815 INTERIOR ELEVATIONS 206 PRIMARY SHOWER 207 PRIMARY TOILET ,�► \,\ z: :. ; •:.i....;:< a;:,e,>..a"' \; \,"�, amt C.. a\ \\.; CONTINUING WORK. '111 \ A-816 INTERIOR ELEVATIONS - 208 GUEST BATH 209 GUEST BED I < . fi% ICC 2018 IRC ,•, Seal/Si nature p AS AMMENDED IN THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ( 9 ,u.. \\. `, A 817 INTERIOR ELEVATIONS 210 ATTIC / STORAGE 14. NO STRUCTURES, DEVICES OR WORK EQUIPMENT SHALL BE USED IN EXCESS OF � \ ',. `\� "- ,',, \,\ A-818 INTERIOR ELEVATIONS - 210 ATTIC / STORAGE :_ ;: . . : *° ITS DESIGN �,,APACITY. ENERGY CONSERVATION CODE: ��RED ARr� \\ - ._,,• : A-819 INTERIOR ELEVATIONS 114 BBQ I L �5 M,q hi ?' . ../,. , =,,, ' ICC 2018 /ECC � N of � P e- �` , ' °1.'_, ` `'r �g`° `` ,,41 , .' � - , A-830 INTERIOR PERSPECTIVES - 101 FOYER 103 OFFICE \ '�►` w \ 1-1 15. ALL REQUIRED PERMITS FOR CONSTRCUTION SHALL BE OBTAINED BY THE I,,>>.• o ; x „ . . (AS AMMENDED IN THE 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE , , \ n CONTRACTOR FROM ALL AUTHORITIES HAVING JURISDICTION PRIOR TO COMMENCMENT `'.` _ ` � ) \\ �' rf ' - Z,,;, . . .I� i ? A-831 INTERIOR PERSPECTIVES - 105 DINING ROOM 106 KITCHEN �» ; :�*�'"' ` �' OF CONSTRUCTION. NO WORK SHALL COMMENCE UNLESS A BUILDING PERMIT IS \`` � , NATIONAL ELECTRIC CODE: * "" �11 " >� A-833 INTERIOR PERSPECTIVES - 104 LIVING ROOM ., • . PROPERLY DISPLAYED ON THE SITE PER AHJ REQUIREMENTS. THE CONTACTOR SHALL ,.\ �' Ipkl��- r---. . , Y NFPA 70 NATIONAL ELECTRIC CODE 2020 "- L -� OBTAIN AND PAY FOR ALL REQUIRED TEST REPORTS OF EQUIPMENT AND MATERIALS. `A ;W\1 ;pax , ' - A-835 INTERIOR PERSPECTIVES - 203 MASTER CLOSET 204 MASTER BEDROOM `:y;: Q- A-836 INTERIOR PERSPECTIVES - 205 MASTER BATH 206 MASTER SHOWER ATF 40159 �O THE CONTRACTOR SHALL OBTAIN APPROVAL OF ALL COMPLETED WORK AS REQUIRED �� � �.. ,"'_ \\\, .s. ,_" of . I g..... ..' BY ALL AUTFIORITIES HAVING JURISDICTION. , \ a = "' , .."" � A-837 INTERIOR PERSPECTIVES - 208 GUEST BATHROOM 209 GUEST BEDROOM �u.<.,. �.�...........:..r.:.. \.I A-900 DETAILS - PARTITION FINISHES P rr \� ©\\�. � �\ ,'��` , Project Name .. . \. \ \ :.. \ \ a.. \ a ( AK NTN VA N F ANY XI TING \ \ , . . \\ E NTRACT R IS TO M ECO I UOUS OBSER TIO S 0 E S \\\. \. \.. . 16. TH C) 0 \ \ \\\ ., A-94 DE - .. . .. \... : �� ,:. \�0 ,:. : _: ::..,.,:..,. . , , '_;�\, 0 TAILS DOORS AND FRAMES ,t\... .. ..:..: ....::..::.:: \,a STRUCTURES DURING CONSTRUCTION. ANY CHANGES OR DAMAGE TO EXISTING ``' \ \, •,..I PRIVATE RESIDENCE \. \.. °:'xs :, f CAT' A \\ �� �. \p. ..�.. . . .:....ate.... �. ., a;. .. ....�.... .�: .� .. .a, a,.: �,. ... ..� a:. ..�2: .\\,....�.., .....+lI11 \ .. \\a. ...,......� ,. .. 4 DETAILS DOORS AND FRAMES ., \ \\ .\\. .. .._ .. .\. .. \ ....\ S.\. a\. . \o a.. �:. ,\� . . D T H T T ND EN EER IMMEDIATELY IN .:_ STRUCTURES SHALL BE REPORTE 0 THE ARC I EC A GIN \. \\ \ \\ \ , \ \.\. .. . \\ \..\. \. \ \ a.. \ .::,.:.:, \: \. "\\ \ \ \ \. \ \ .. :..,.... s.�..... .. _....\0\\a .�... ... .. ... ...: .........�..a.�...ti............�...k.,>..... >_.. .....a.\\\\\�\\»...�o�>......\vaoo\�\.ov e\meam.�. ... .. >.\��..��\\ .,. �.\``2. �. .o\\�o\... �... ,. .,. \ ax >.., a \\` .�. u \�..>..>">a ... ...3.........\\�.. ....... ......u,.........�0\....,. ......�a�.....a.�.....w.k.>..._......,..a� �\\\\a ,. .....a .. auaa \a\,r.r ..,..,.�\a�\.aao�oow.,„...\\�..m.�o\\�\��w.\\�\��.., _ .\'�;\ WRITING. _ - -. , ,"\ 'V11 _': , . ,` A 960 DETAILS MILLWORK °.11 I.: �.�..,,.::, M:: ;,� _ 1. THE SCOPE OF WORK OF THIS PROJECT IS TO CONSTRUCT AN ADDITION TO THE A-961 DETAILS - MILLWORK Project Number 17. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITY LINES EXSITING '11 �` `° ``' q `> \ ° ' " ., . REPLACE ALL WINDOWS, EXTERIOR CLADDING, ROOFING, PERFORM AN 20012 p. I �k :.\':, ...:.. � USE PIPES ETC AND REPORT ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND \\ \ ;i,'I I., „ \ ` ,,...r.n>, N . D EXPAND THE EXTERIOR DECK HO INTERIOR RENOVATION AND TO REPLACE AN PROPOSED DRAWINGS IN WRITING TO THE ARCHITECT. THE CONTRACTOR SHALL ' �` `' ADDITIONALLY, THE PROJECT INCLUDES A NEW PARKING COURT AND NEW �'`Ay a a . PROTECT ANY EXISTING UTILITY LINES PIPES ETC DURING CONSTRUCTION. THE ' ., ,'i: ` 4R� \� i A . tl LANDSCAPING ON THE SITE. PA E F NY W RK BEING CONDUCTED =111i ;: CONTRACTOR IS TO NOTIFY ANY UTIL TY COM NI S 0 A 0 � " , •" 11 � T�;,^ \p \per Description WITH NOTICI=AS REQUIRED BY THE UTILITY COMPANY. : . ::;.;, ,. °s 2. DUE TO THE LOCATION OF THE EXISITNG HOUSE, A PORTION OF THE SCOPE OF INDEX f \_ v , - WORK FALLS WITHIN THE 100'WETLANDS SETBACK DESIGNATING THE JURISDICTION OF , .. 18. ALL EGlUIPMENTAND MATERIALS TO BE INSTALLED IN STRICTACCORDANCE WITH 111� a 1, .� ; . THE TOWN OF SOUTHOLD BOARD OF TRUSTEES THEREFOR THIS APPLICATION IS TO .;; ;'.' r., ;',':.`.: ;.; MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS. :° , "" ,.I CONVEY DESIGN INTENT OF THE PROJECT AND TO REQUEST PERMISSION FOR THE � - ��. Scale ..',,'' a, PROJECT AS DRAWN, :' ', '; 19. LIGHT &VENTILATION SHALL COMPLY WITH AHJ REQUIREMENTS. 1211 ? N","""Oleo `°' ,.r'',� i ..� . " ,"I", , / 20. THE CONTRACTOR IS TO PROVIDE TEMPORARY BRACING OR SHORING OF I Ile 1 '' � •i 1. ,i,Cpl, ''A �'' STRUCTURAL MEMBERS AS REQUIRED DURING CONSTRUCTION.•,• 11 , �, >;`> y , �> ,�',�',.�'. T BE PERFORMED BY A LICENCED \\\' \ °il.'�; 21. ALL ELECTRICAL AND PLUMBING WORK 0 �� �z > � `\ PROFESSIONAL IN THEIR RESPECTIVE TRADE. \, ,»;p �•, I A"% Aft 0 1 r'r > .I � " • I a ,,� ri °\ .; --1111,_` © 2018 SEAN MADIGAN ;'i:' . '`' � EADropbox\Madigan Chi Architecture\01_Projects\20012_36581 Route 48 - Steve Guddat\01_Models\20012_36581 Route 48 VE.rvt ulm STEVE 1110 E All GUDDAT & TORREYACRI 1 ALL DIMENSIONS TO EXISTING CONDITIONS SHOWN PRIVATE FOR REFERENCE AND SHOULD BE FIELD VERIFIED BY RESIDENCE 36581 ROUTE 48 PECONIC, NY 11958 ARCHITECT Sean Q. Madigan, AIA „�;\��,�:,::-,,•,. .,:,\,�\\.;;., .: :_ �,,.,; \ 42 School StreetARCHITECT �� \, Hampton Bays NY 11946 '. .\. .� ,,� 4749 u...a. a� o\ 258 wo�a... 1 l631) EXISTING CONSTRUCTION TO REMAIN STRUCTURAL ENGINEER --------- EXISTING CONSTRUCTION TO BE DEMOLISHED Dilandro Andrews Engineering, DIL.ANDRO ANDREWS PLLC 158 County Road 39, Suite 10 Southampton NY 11968 (631) 259-3959 8'-1" 16' 0 3/4" 5,-6" 38'-51/2" a :::• :,.,.:.:" • .......nu...t wC�\�\\•.ia..._...,._.. .va\ \off'.;a.: \•u .�\. '•Y^ �. CN pg \ ....., .:..u�....... a�,.NA^ , :: .�....a.._.. . .__... Date Issue Description By Check 1 EXISTING BASEMENT FOUNDATION WALL TO REMAIN, 12113121 ISSUE FOR BID SQM SQM n --- --- ----'--- � 0 00 ° n ° u ° CLEAN AND PREPARE FOR NEW FINISHES. 09101122 ISSUE FOR BID SQM SQM ____.. ....._ -� Z d d° d 09/11123 ISSUE FOR PERMIT SQM SQM __.._...__-_-__......_..___...._ O ° 2 EXISTING STEEL PIPE COLUMNS TO REMAIN, SEE d d ° ° STRUCTURAL DRAWINGS FOR MORE INFORMATION. STORAGE °. 002 <. O SOME EXISTING STRUCTURAL GIRDERS TO REMAIN, 2' 7" 2' 10" 2"'8" d "..; ° ° a q v ° ° a a °° AND SOME TO BE REPLACED. SEE STRUCTURAL d �� ` DRAWINGS FOR MORE INFORMATION. ° 41 sof 5 , v q d 8., 4'0 v ° EXISTING FOOTING IS NOT LARGE ENOUGH FOR ° a ° PROPOSED LOAD. CHOP SLAB & POUR ENLARGED _ �. n L1.. FOOTING PER STRUCTURAL DRAWINGS, PROVIDE TEMPORARY SHORING FOR POST DURING ' d ° ° v li d n 3 2 3 n 6 9—, 6 3 2 3 2 CONSTRUCTION. r .J. .. v � — - - " — � — a — - - - — - - - - - - - - 1 6— - - - - - - - - - - - - — - - - = a1- -.- - ° — � — — — — — - - - - - - - - '. '•'. L_.. ....... ...._. ._J d ° ;_.. ..—d J 1.... _.... _ ._.1 L1 d ° 3 A, O 5 CHOP ACCESSWAY THROUGH FOUNDATION WALL IfNFINIS.HEOy ° ° AFTER NEW FOUNDATION HAS BEEN POURED FOR a ACCESS TO SPACE BETWEEN EXISITNG & NEW BASEMENT z' 7" z'=10° 2'-s" FOUNDATION WALLS n 8„ $ © PROVIDE NEW ROUND HSS STEEL COLUMNS SEE d .r ^• ° ° 2' 7 3/4.. 8" 17'-10 1/4" , STRUCTURAL DRAWINGS FOR MORE INFORMATION. 110 ?j '7 17 4. <7 !'6 4" a !n A.. J ° ' j d' a �' UNEXCAVATED ° f-` d d ° (GARAGE ABOVE) v<, <7 d y ch c a 1 d - 00041i <? d d y I O Seal/Signature ``t t t 9 � t A7 i t 8'-1" 37- 6" 22' 6" I _' 040159 OF NE Project Name PRIVATE RESIDENCE Project Number 20012 Description DEMOLITION PLAN - LEVEL 00 Scale As indicated M I UAM U4 Lop © 2018 SEAN MADIGAN E:\Dropbox\Madigan Chi Architecture\01_Projects\20012_36581 Route 48 - Steve Guddat\01_Models\20012_36581 Route 48 VE.rvt - ------ - -- - --- ,11'i� ;`.:. + I.1, �' \ \:: c;:•, 7 C \.,.. a..` t, i' Sig �. ..\o. STEVE 't N�- GUDDAT & TORRE {°1,t ; 4� :11 Y ACRI \ .: s \11 ,��M. \''' \ \... \...,.'.. o.. A , .. ,, .I ....a�a:�\��....-._-..ate;\0\\>1\1 a��\\\��.,r...\ ....��\��: ..r�.�.� _,W\Nzz ��•, \� quo w.,a...:o ls' .....: as..'..ate: -, , 1 ALL DIMENSIONS TO EXISTING CONDITIONS SHOWN PRIVATE ��il�"...��,:,'��.�,:��': ",.." ' . .. I, FOR REFERENCE AND SHOULD BE FIELD VERIFIED BY r:v''° " I, GC. I. "� ; - �, � � . . . RESIDENCE j; . 11 �,., , . . 36581 ROUTE 48 , , P ECO N I C, NY 11958 ,.I ARCHITECT — — — can Q. Madigan, AIA 5 1 1 ''e"\ .,, „ ,.:,,: ,..,, 42 School Street . � , :,.: ARCHITECT I T ool S r 1 1 ECT \ : Hampton Bays NY 11 . . H — — »�"\ E .... \\' p y 946 :. :a.. �\:... .: :: . :.:. I I_ 1 I „ .. \\ \ ( ) 58 4749 t \, u :.. ��.......,a ............. 1 631 2 --------------- ------------------------------------------------------ _=___7" ,......,.. EI 1 � ��-....-_--.-_- -...-.-..-.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� � EXISTING CONSTRUCTION TO REMAIN .................... ... .- ....__.. ........__............_._........................................................._........................._..........._........._......_._.....__....:__...............__.._.....................................__......._._..._............._....._.._..-_....._...._...........--_-._...._........_..._........_......._....._._..____-____...-_...------.._..__....._...._.....__.............--.--..........._.._............_....._......_..._..__.............._.......___.....__...... ....._.I I STRUCTURAL __...._._............._.............__.........__. --------- RAL ENGINEER . I r _—_._.__._—____.....______—_--_ __-_______--_--_______—_ -__--._- -__—.__ .__—_._____._._...___._.._._J I --------- EXISTING CONSTRUCTION TO BE DEMOLISHED Dilandro Andrews Engineering, 1 _ ._ _- .._.___.__-___.-_..__.._..__—.__-_—__._____-..______.____..__._.__.....--__...-...._._.___..._.....__..—____._.____-_-___-__ _____ _— —I I---___........__.._....._......_.__._......---....._..__..__....__._...-------------------------------_..__._.___..__.......__..._.._..._...-..._...._..._..----._-...._........-.----.._........_.._..._._...........--.____..__....--------__.---------------------------.-.-.---_.--------------- .............__._._....._......---._......_.._............... PLLC I ..........._..._._._..._.... ......._._. ............-___-------......._..._..-----....._.._........_._......----...----._.._..__...__..........._................. DILANDRO ANDREWS _ .................._...._._.._.........................................._.._.._..__._.._.._..........................._..._.__..-.__..... 58 Count Road 39 Suite 10 _. _.._.....__...._....... _.._.__....._....._.._.....__...................._............._.............................._..__.._...............__.............................._......__........................................_. _..._._.__........._...._................... I Y I I........................................................._._. ..................................................._...__._.._..........._I __._._._._............. ............................................................_............_....._.._.................... .........._.._........................_._._....__._.........._............_.... .. .. ._... .. ..........._ .. .._.._..._.... .. ... ...__..._...__..._._..._.. ......._.._....................................__...........................__....._.....__..._.._.__._...______.........._..___......__........................._......._____........_..._._.._._....._..._................_..._................_.....---I 1 Southam I . 1 1 Southampton NY 11968 . , _._ _ -- — — --- --._._.._....--------------_ _..--------- I--- .._._.. ..__......._..._.._._._._._................_-- ____,_------------ _.._..---..._._.__..__._.--- 5 -- ..-___.--------- ---.---- --._ I I (631) 259-3959 I. -- -- --- -- -.-_.._..------....---.._.._...-----------------______------... ---... . 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I L._-____ -__—_._._-_.__.______........_.._............__-._....-. _—._._.____._-.___._.__.._....__._............._......._._.._..._._._.._ - -------_. i. 1 __ _. -- _ _._..__.__.___-- , 1I . I-- — - - _ - _ — - - -- -----------.--------- -------- — :. __ ......_..----- - -- .._.... -- ------ Is --- - _. — . 1 \ \ .\. \\\ kI \. 11 \ \ . z .\. •, ....._....____...._..........._...._.__....._....._........____.-..._............___.._.........................................._._........................._.._..._......__..............__..._......_.__.___-`__._"_ -_ ., :cam\ ::c\�\ 5 I \\\ ,\_ I _........._......_.........................._.......................__.........__... ._.._....._..._........................._.............._......_............................................................._..... . I I .\, .. \.., ;. :,. �0��. k, a� . :.0 �\ .:,.: .J, i., I .:-:. . ._. "'�. _ _ _. _ —__ ...��... „..�a0"��,\\`wi.S.a\ �\�:.. �:.:..���...... ..:: a�a�\:.isa:��..r.:v.......r........,,a:>.,s.•\\\ati. Dat heck — „ . - -ti- -� ° — � � e Issue Description By C I ' ' I — ---- - - - - - - -----..___._ _. -_ r I _ 1 , - 1 ....-.... I : , .-f. ._ ,\ . I O AND ALL 12113121 ISSUE FOR BID SQM SQM `. 1 REMOVE EXISTING EXTERIOR DOOR A .,.,4 I..'',' ' . I I ........___.... __... ..... ..............._._.._. ....-. I I I . - I U 1111 ASSOCIATED TRIM & FLASHING. ENLARGE WINDOW 09101122 ISSUE FOR BID SQM SQM L LL.:_ Y._ — _ J r _ —__a I OPENING AS REQUIRED TO ACCOMMODATE NEW SQM SQM + I�i� 09/11123 ISSUE FOR PERMIT �, � 11 1""", r- - 4 - _ -i I 13 I _ WINDOWS, SEE CONSTRUCTION PLANS & '.,j�'.: . .. : ; , _ -: -_ i ELEVATIONS FOR MORE INFO. . ,, _ - - - - — — — I I � - - 1 ,� III 11 I 1DEN 2 20 REMOVE EXISTING WINDOW AND ALL ASSOCIATED 1- - - -I �1I \1 \�. I � `„ 5 I �� 11.. .`I I ,I I I � I I•'.A,, :.,'.;, ;'' ''' I - - - f, 11 SIL. \II` ......a LIVING1 i i I II I 12 IT: Illrl -@ 108 2 TRIM& FLASHING ENLARGE WINDOW OPENING AS DINING '4'C.t'' .,'.:. , i - - II ll��`Il lf\ II/ I I ROOM _ REQUIRED TO ACCOMMODATE NEW WINDOWS, SEE r - _J1..............11 -�I II \...I :. I 105 ROOM 13 -Ij 11 , , I,. - - - 1 104 CONSTRUCTION PLANS & ELEVATIONS FOR MORE .. r. , , : . .J I 'sd:I ,;:,: ,' �` I ii ��..... I'” , INFO. 11.._.. 11 \, 11,x.. III 4�, III--]11 �I �I �� `� u 1 3O REMOVE EXTERIOR BEARING WALL ALONG WITH ALL _ - - ,A II .........II If\11 11 ...... 11 _; o , y � ALLCBURAL a, ' 11 1 \ I I i I I �C n ° EXTERIOR& INTERIOR FINISHES y II 11 �...... II 11 ,/ I — ELEMENTS CONNECTED TO OR SUPPORTEDY THIS '�{' I °^ III II .. f / 7 I ° �, 4 II/.... .......... a,•,,I,,,M1 I 9 9 9 / �� it ° ° 1 n �\ I WALL SHALL BE TEMPORARILY SHORED DURING i.., r I I . �� - - - - ° ° A 4. NEUI�BE .'; ,, 11 1L... II SII 11 _E - - � - - -i r------- - - - - - - - - - -� - ° " ° ° 1 ,;. CONSTRUCTION OF BEARING WALLS& ' f \ /11 h r- — - — — — — — — — — — — — — — _ _ ° ° ° STRUCTURAL ELEMENTS. SEE ICONSTRUCTION I 11 ►rte II\ 11 11' _ ` I I I PLANS AND STRUCTURAL DRAWINGS FOR MORE .�'.' . , -1f... _ I 'I `II II !I II \, REF. I ii I I I I / ° 4 i.106':1 �L....`..II II\II``...11, � _ _ Jj I �� / ° . ° �,° ° n ° . I L17 --� � .. . INFO .......11I" ° 4 G G I II I 1 1 1 � II I I Ir 7I I II I I� . I Iii I I — � -- - — ° ° , . : 11�„ \11 11\I II ,.I p I g H — — _ ;, 4° ° G n . ® REMOVE EXISTING GLASS WALLS & SLOPED ROOF . 11 1 i 11\....�1_' 1 II /moi 12 I I 11 '`, — _ f 4 ° . G ° ° ENCLOSURE OF SUNROOM. , ° - _.- II I I I I I / 41 - I II 1 KITCHEN 1 1 FOYER 12 11 7 I I � OFFICE €s 4 ° °° ° �} ° I. 4 1 �� 1 106 �- 1011 . i . — 103 °° ° G° 5 REMOVE EXISTING DECK INCLUDING ALL ASSOCIATED RAILINGS, STAIRS, STRUCTURAL . i I i i i 11 i li i 4 �I J �I ��I A .r G ° 4 ° GARAGE . a SUPPORTS, AND ANY FOOTINGS NOT CONNECTED 12 110 TO THE MAIN HOUSE. 111 1 10 11 III 1 1 1 10 �� \� n ° . L - 11 IIII II J ° 4 I i - - - - - - - I III I I I ATHROOM,/ • ° ' � I II � r 1 III III � I I III I � ° ° ,. - - - - - - - - - - - - - - - \ I III I 102 �� L_ I1 11 I III \ I L I � 4 `° ° A „1, ° . 4 © REMOVE EXISTING DRIVEWAY. PREPARE SOIL TO I — — --_-- —_—_ _ III — — � y—-- `, ° 117 RELIEVE NEW DRIVEWAY. SEE SITE PLAN FOR MORE __ J 11 I - INFORMATION. . _ - _ --_— _. ° _ — — _.............................-..............._s W - G <7 .:.. .. . ._-............I...._...._.._..........__.... ..........__.._.... ° L ....._ .__....._..._... _........._ ........................_............_........................................._......_....... . .........._......................................................................._....._. 1 _ .. I ° ° ° ,3 4 f. G 4 11 111.._.___.____-_......-- _______1_-_._.____.___ ----- -----� 1 1 .° O ORS, FRA _, IV REMOVE INTERIOR DO MES AND 5 1 r::::.::: :::::.:::::::::::::::::::::................_.._......._............................................_........._....._._.......... ._ -__...... .._..... ....__....._......__....1.111........ . ................. ..........._I R < ° /I ° ASSOCIATED TRIM. ADJUST FRAM AROUND _..............................................._...._...._............................ FRAMING__.. . ............_........... _.__..... _.........._..__...................._............_...._. 11— 1111_ I 4 .. , I ___ _____.__.._---.__—__.____.—_-.--_._.___..___._._.—_--_-1111-- _ _ _ _ I ° 4 REQUIRED -- - ED I _ _ I - ° �5. � M/ ,D Cti�j . h F_ —I :;: : - ® REMOVE ALL KITCHEN CABINETS. PROTECT II II '° ' �` �� �P 9 C� - - - - I+ - 1 � �, 2 -� CABINETS DURIN G DEMOLITION. E RELOCATE ,.,.� II1. L _ _ J CABINE �_, .ffi - TS IN TO BA SEME 5 - NT. r� - - - '.I I I I I .�'`, - -- ':,�� •. � ��,,Jl is N II u4 �_ — —� 9 REM V D 9 e- 0 E INT ERIO R BEARI NG WALL - - - AND ALL a 5 -H I� 01 •`I O 6 - -1 - _ i FINISHES. ALL ST F _ STRUCTURAL ELEMENTS CONNECTED of �N — — ,1 NE l ' T ' 0 OR SUPPORTED - - r. - — — — -1 0 TED B Y THIS S WALL SHALL BE — - - — - - — Pr71:7. oject Name .�: TEMP ORARIL a e Y SH ORED D URI 1 NG CON ST RUC I I TON OF I _ . ', _ N _, 1 1 . 11 _ - , -- _ - .-. . _ _ 111 1 . . _ ._11 - NEW BEARING PRIVATE i NG WALLS A E & STRUCTURAL RESIDENCE URAL EL EMEN TS. , SEE CONSTRUCTION PLANS AND STRUCTURAL `.1 . DRAWINGS FOR MORE INFO, Project Number 10 REMOVE PLUMBING FIXTURES AND ASSOCIATED 20012 PIPING. COORDINATE REMOVAL OF PIPING WITH PROPOSED NEW KITCHEN LAYOUT. DEMOLISH ONLY .1.,'J'' '3 ,. r ' PIPES AS REQUIRED TO PREPARE FOR NEW Description a,�.l PLUMBING FIXTURES. .,�'; ;F: 1. DEMOLITION PLAN LEVEL 01 ,' �;�,:: .` 11 REMOVE EXISTING NON-LOAD BEARING WALLS AND 1;�.,:, i:; ASSOCIATED FINISHES. ,,,,:�, :,,. Scale As Indicated ' .I . ,; , 12 REMOVE ALL EXISTING FLOOR FINISHES DOWN TO SUBFLOOR. REPLACE ANY SUBFLOOR DAMAGED .�'1'� .4 DURING DEMOLITION. CLEAN & PREPARE SUBFLOOR '+'`; FOR NEW FINISHES. ,I,,:; �'',.�,_° 13 EXISTING STAIR TO REMAIN. REMOVE CARPET •.,.. DEMOLITION PLAN LEVEL 01 DOWN TO WOOD TREADS. CLEAN & PREPARE FOR SCALE: 1/4"= 1'-0" NEW FINISHES. © 2018 SEAN MADIGAN ,.,,' .', EADropbox\Madigan Chi Architecture\01_Projects\20012_36581 Route 48 - Steve Guddat\01_Models\20012_36581 Route 48 VE.rvt I 11 STEVE GUDDAT & TOR REY AC RI ta� :���\a\\:.,,m.uw��o\aS>.»m..,:.:woe\\��,:.. ,,.,�,.,.�o�\V.\:,...-.w....,,.,.a\\\\\\\:11,:,:•`11 .,,:.k..,...::.\m\\�\s ,. ; 1 ALL DIMENSIONS TO EXISTING CONDITIONS SHOWN PRIVATE '' .11 FOR REFERENCE AND SHOULD BE FIELD VERIFIED BY RESIDENCE,; 1 .1 ' ., . 36581 ROUTE 48 , , . , . PECONIC, NY 11958 , . . ARCHITECT Sean Q. Madigan, AIA s :. \. \ ..,,,.: \,. \. :11, 5I'll ,\�:• . ' �. School Street , . ,,. ;',1111 :,'' . .`: :` 4 �� . �. \ ,., Hampton Bays NY 1194 .,I:" :.�.: �:a\�\,,.,,,. 111;1,�\, �,. , p Y .;,y ,,,, 11 v�\., ':\���\°. ;,:,: gay.. pit. 'o '' '.v� a\, tcc s<�:. \,.. ..;��,,. :� ..,, Via.;,.� �.Ia.. ;.,:\.�� \� . �� 1 631 258 474 1: ' 11 ,....�w\1111. \\\`O\o...a.,d.<„. \v°\�a:.M., .,.x.a� �v'�o�\ \ \, r 9 .Ii� �. I ,,I ,, , . I , .. - ---- EXISTING CONSTRUCTION TO REMAIN __111.1... _ ._....._._......_.._..._.._..............__...._._......................_. STRUCTURAL ENGINEER _....._........_.....__.._.........__._.........................................._.........._............. _____.................___......_......................_.._.........____......._..-----........_..........._..�..._..._....................._._.__._1_11__1..---......._.......__________ I _..__..____.._.__...____....._._......__..._______...__._....___.___._._..._..__.........................__._.__............ EXISTING CONSTRUCTION TO BE DEMOLISHED ,,,�, .'.,;,,',, ;,, ,,_.. ,,, � _-- ---___.______..._...__........_....._._..._.._....__..__....._..._._.._._...__.....__-.___----_----__.._-----,-,----.--_-..._ ---__._------.._-- roAndrews Engineering, Deland ,: :'4,.1..; , . ----- -'-- - - --_ _-._..__--_- ----____-_-------- - PLLC ,�;;':,.,' ,I .'• .........._.................... ;.'., ., 1111 '' ; DILANDRO ANDREWS , I .._...__....._-.............__. _......._.._...__....._...................._......_......._.�......................................................................_..................................................................................... .............................._......._._...._.-......................................................................................................_.............._.....__.......---'-' -'-'----_._........_.__._...._....____......________ 158 ' ,�,.:Y: ;:,' ';: ..._._..__......_......_._..__.....----........_.----...11_..11_ .1..111 39, Suite 10 ,rV,.i,,:.,; ,. ; __............_............1__111..___-___..__._......__..___..._._..--'--...._.__........_............_................_._.......__._..._....._.._.__�..___.._.._......_.........._.__....._.............................__�...___._.._._....._...__.._......................... County Road '. : '�; h ... ._-............_.-...._...._..._..._......................_......._......._......................_.._......._....._..._.......---....-.......--_.........-.......___.......__.....-..........................................................................................................._................................................._......-.......___-__..__.._....1..11...1._............ ...........1111.._.... .. -_ outhampton NY 11968 . , ' ,,t:'i: , , � ! SITE PLAN NOTES STEVE GUDDAT & TORREY ACRI ' PRIVATE BUILDING AREA ANALYSIS: O Cb 0 �• RESIDENCE: RESIDENCE N EXISTING BUILDING AREA: 1,990 SF ADDITION BUILDING AREA: 203 SF �\ PROPOSED BUILDING AREA: 2,193 SF 36581 ROUTE 48 DECK: PECONIC NY 119 ,-' 58 o o 1!1!4 \� EXISTING DECK AREA: 782 SF '�o ;;��' t�,Q► PROPOSED DECK AREA: 1,671 SF N ?,Ss 6O V w � 1 °' � POOL: � N ? EXISTING POOL AREA: 827 SF G PROPOSED PATIO: 465 SF ARCHITECT oCis� �� � Sean Q. Madigan, AIA N TOTAL EXISTING BUILDING AREA: 3,599 SF ARCHITECT 42 School Street ' �v •�� TOTAL ALLOWABLE BUILDING AREA: 35,316 SF Hampton Bays NY 11946 ' cJ� PROVIDE HAY BAILS&SILT FENCE TOTAL PROPOSED BUILDING AREA: 5,156 SF +1 (631) 258-4749 PROTECTION 5'MIN.AWAY FROM ,'' / ti ► STRUCTURAL ENGINEER o WETLAND BUFFER ZONE TO Dilandro Andrews ' o PROTECT FROM RUNOFF DURING PROXIMITY TO WETLANDS BOUNDARY: Engineering, . '.0t° - / I CONSTRUCTION.DO NOT DISTURB DILANDRO ANDREWS PLLC o f� ANYTHING WITHIN WETLAND EXISTING MAIN HOUSE: 53'-8" 158 County Road 39, Suite 10 BUFFER DURING CONSTRUCTION EXISTING DECK: 51'-7" Southampton 259-3959 Y 11968 ' s -y> ADDITION TO MAIN HOUSE: 44'-6" lo, HATCH INDICATES PROPOSED PROPOSED DECK: 34'-10" ♦♦ . 10'-0"WIDE NON-TURF BUFFER of �0 /- �� AREA,MEASURED LANDWARD ,' O ♦ , o' FROM FRESHWATER WETLANDS �� BOUNDARY O �>� ��p• / i .'. PROPOSED OVERALL DIMENSIONS: LANDWARD EDGE OF EXISTING MAIN HOUSE: 68'-2"x 36'-1" ADDITION TO MAIN HOUSE: " " Date Issue Description By Check .• FRESHI'VATER WETLANDS AS 31 -2 x 11 -6 � �0a/ '. o DELINEATED BY SUFFOLK 05/12121 BOARD OF TRUSTEES SQM SQM WETL DS / ° \ ENVIRONMENTAL CONSULTING 09/11/21 TRUSTEES RESPONSE SQM SQM SET CK ON OCTOBER 9TH,2020 12113/21 ISSUE FOR BID SQM SQM / EX ING ' --��tEEs 'V ` 09/01/22 ISSUE FOR BID SQM SQM WELL HEDGE 09111/23 ISSUE FOR PERMIT SQM SQM / PEA RG COU, .` \ A 09/29/23 BLDG DEPT RESPONSE SQM SQM� PAR INCSU �. � i FLOWEVtEDS I \ POND DRI EWAJ y;, � D ELLE .": \ / GUTTE GU ER i DRYWE COBBLEST N \ ;� D WELL / SKIRT'. W ED DECK DASHED LINE INDICATES Y AD 70 PREVIOUS FOOTPRINT OF .,. j TIN BUILDING BEFORE �G �/ ISI USE : 'ADDITIO GUT R " ^ :: Xzz : DR ELL X� MAIN HOUSE A #1 ' s.21 ` % G TIER DRYW 4,p\` \ CODE REQUIREX L1 _ ,f LANDING FO N \ DEC`ADDITION SLIDINGPDORS' GUTTER RDR Y ��WE EXISTING DIRT DRIVEWAY REMAIN �� \ v EXIST PO L ` W EXISTING SEPTIC TANK � SEPARATEE PERM ADDRESS: 36581 COUNTY ROAD 48 EXPANDED aEXI . �'s'�y `\ s°• PECONIC, NY 11958 \. r.�. NEW N ° CESSPOOLS ` � \ TAX MAP ID: 1000-068.00-04.00-023.000 \ PATIO WETLANDS TOWNSHIP: SOUTHOLD TOWN \� �\ ,,_ TBACK \ \ EXIS G - -- ----- - -- -- ' ZONING MAP: TOWN OF SOUTHOLD ZONING MAP s�i10 \` 6 0 \ BARREL ��` -°,0, °;9� Y" ` \, \, SHEET NOTES \ 1�. HOT TUB ` ,A` s� \ \` ZONING DISTRICT: AC NOTE: OVERLAY DISTRICT: NONE \` A��\ ` T� ALL TOPOGRAPHY CONTOURS, LOCATIONS OF EXISTING STRUCTURES, METES AND BOUNDS ARE ALL BEING Sea[/Signature \ q \ I s \ REFERENCED FROM THE SURVEY AS CONDUCTED BY F \ R, A� YEAR BUILT: 1988 �\ l�G� o .\ PECONIC SURVEYORS, P.C. DATED NOVEMBER 17TH, \gC ED MA C��% 2020. LOT AREA: 188,173.37 SF �y��\ I (4.32 ACRES) ti I \ -6p BUILDABLE LOT AREA: 176,582.90 SF gccFs\• �s\ ,��'• \ - : .L_ (EXCLUDING POND) G'I's\ �qc\ i , N�` 04 5-g 01Q PRINCIPAL BUILDING: S� \ / Project Name MAX. HEIGHT 1#STORIES. 35FT 12112 STORIES q�p\� \ ' PRIVATE RESIDENCE MINIMUM FRONT YARD: 60FT Bq MINIMUM SIDE YARD: 20FT 04. MIN. TOTAL SIDE YARD: 45FT MIN. REAR YARD: 75FT \` \ �� , p�`1►' I Project Number \ .\ S`o / / �► 20012 MAX. GROSS FLOOR AREA: 9,514.57 SF �o / (7,100+0.025*(LOT AREA-80,000) / P.* ACCESSORY STRUCTURES: \ \�\ Q �/ j (Description MAX. HEIGHT: 22 FT \� `\ SITE PLAN (�'Q� MIN. SETBACK SIDE/REAR: 25FT I ♦� . ,] u�'Cy I� ` ` n Scale \\ � Q a_, MAX.AREA: 5,297.49 SF \ �/ ♦ OCT 2 2023 1"=30'-0" (3%OF LOT AREA) ' / P \, O ti MAX.TOTAL LOT COVERAGE: 35 316.58 SF ` / I;J 7 <DT;�G T) 1,T- Ref. North (20% OF BUILDABLE LOT AREA) v 1 SITE PLAN - LEVEL 01 1if - 301-011 ©2018 SEAN MADIGAN E:\Dropbox\Madigan Chi Architecture\01_Projects\20012_36581 Route 48 - Steve Guddat\01_Models\20012_36581 Route 48 VE.rvt . ,xva\v-y ys.we�`M e;s:x•ss, \\\�\\\N \\ � ;e cexam\ w g�psEsaxR^>:,m'ta�M«;",`..w•.,aye xiR,... \\ \ ,\\\`xt\ \�a\ \\ ..\\,\...,.. `ey\\ec\\\Fe\peed �v\\\\\\\\\\\\\.\\ \\.\ \\\\..\\\\..\ .. •`. \.�.�.\. �\�\ac\\\\\e\\ \\e\`e\q\\,\\e\\\\.\\\\\\\\e.\�.\\.e\ ' 777- ` y < ` ` ' a•''• .. w . e \ C�e \\\ ;w>. w\� \�o.n.\omae���`\\\�\•ax®M. .,...a, .,a�\ \\.a. .+t \ a•<».x \.\. .\. \.. \.:\. \\ \\\a \.o`,:a:• \ \. \ \\ .. \sr,:...: v 37 \ \\ o. � � CSC \\ a\ .. � .\. . : . , . . `... ., .� \e. .: , . . ,\.. \. \ \.\ \.� \ \�\.,.\ ., \. .\ STEVE \\ GUDDA \ CR \.. ... \ \ \ .. \. _\.....�\\\..\.\�\\ ��\\\\,\. _7,77 w .•. ........�\M..asa. ........a\\.iw\iea\\\U s�a\aw», . ..::...aa.<....\ate\w��0\\\\���3..\\a�� o. .\.\ .w\` . : ... 'a" ... r. •x Na•.• '., •:.o,..H......\...:.rmS\�\oo0\a 0a.\..\\�\.\\ .'.�ia:,,......�.,..\o.\.\��w\\a.\:aax. ...,,„..:...;.��'\.:��oo0\a\ow\�\ `3::.:..a...a\ammo�oaaS\�\� Mark Manufacturer Model Description URL Count Cost PRIVATE PF-100A JEE-O JEE-O SOHO SHOWER 01 - HAMMERCOATED BLACK OUTDOOR FLOOR MOUNTED SHOWER www.jee-o.com 1 $5920.00 PF-100B ZURN Z1345-04 WALL MOUNTED EXTERIOR HOSE BIB www.zurn.com 3 $103.92 RESIDENCE PF-102A ALAPE SEE PF-102B FAUCET INCLUDED WITH SINK VANITY. www.afnewyork.com 1 $0.00 PF-102B ALAPE STEEL 19 - WP.S19.1 WALL MOUNTED BATHROOM VANITY www.afnewyork.com 1 $2264.00 36581 ROUTE 48 PF-102C BRIZO JASON WU - 8" SINGLE FUNCTION RAIN HEAD 8" LINEAR ROUND SINGLE FUNCTION RAIN CAN SHOWERHEAD www.afnewyork.com 1 $0.00 PECON IC NY 11958 ° PF-102D BRIZO JASON WU - THERMOSTATIC VALVE - CROSS KNOB WALL MOUNTED THERMOSTATIC VALVE www.afnewyork.com 1 $0.00 ' PF-102E INFINITY DRAIN LINES NBD 4 - 4x4 - MATTE BLACK FULLY BONDED 4x4 SQUARE FLOORDRAIN FOR LIQUID WATERPROOFING www.afnewyork.com 1 $0.00 PF-102F DURAVIT FLOOR MOUNTED - STARK ME - 216909 FLOOR MOUNTED TANKLESS TOILET www.afnewyork.com 1 $0.00 PF-102G GEBERIT 115.883.16.1 - MATTE BLACK WITH POLISHED BLACK ACCENT WALL MOUNTED FLUSH ACTUATOR DUAL FLUSH www.afnewyork.com 1 $0.00 PF-102H KOHLER K-9033 - MATTE BLACK BOTTLE TRAP www.afnewyork.com 1 $0.00 ARCHITECT PF-1021 BRIZO JAZON WU - HAND SHOWER WALL MOUNTED HAND SHOWER www.afnewyork.com 1 $0.00 q Sean Q. Madigan, AIA ARCHITECT PF-102J BRIZO JAZON WU - VOLUME CONTROL VALVE - CROSS KNOB WALL MOUNTED VOLUME CONTROL VALVE www.afnewyork.com 1 $0.00 42 School Street Hampton Bays NY 11946 PF-102K BRIZO JASON WU - DIVERTER VALVE TRIM - CROSS VALVE WALL MOUNTED DIVERTED TRIM VALVE www.afnewyork.com 1 $0.00 +1 (631) 258-4749 ?' PF-106A DORNBRACHT 33 875 895 - SYNCH - DARK PLATINUM MATTE SINGLE LEVER MIXER WITH PULL DOWN SPRAY FUNCTION www.afnewyork.com 1 $0.00 PF-106B BLANCO 442533 - PRECIS 30 - SILGRANIT - WHITE UNDERMOUNT KITCHEN SINK- SILGRANIT www.afnewyork.com 1 $0.00 STRUCTURAL ENGINEER PF-205A CEA DESIGN GIO 44 - BRONZE WALL MOUNTED PROGRESSIVE MIXER WITH SPOUT simone@gdarredamenti.com 1 $1961.00 Dilandro Andrews Engineering, at+ ; PF-205B KOHLER K-9033 - OIL RUBBED BRONZE BOTTLE TRAP www.afnewyork.com 1 $0.00 DILANDRO ANDREWS PLLC 158 County Road 39 S PF-205C INBANI TUB - PRIME - UHS TEXTURED COLOR TBD FREESTANDING BATHTUB www.inbani.com 1 $0.00 Suite 10 Southampton NY 11968 PF-205D CEA DESIGN REG 44 - BRONZE FLOOR MOUNTED TUB FILLER simone@gdarredamenti.com 1 $6245.00 (631) 259-3959 PF-205E CEA DESIGN LTZ 90 - BRONZE WITH QUARTZ GREY SILICONE RUBBER WALL MOUNTED HAND SHOWER WITH BRACKET & WATER CONNECTION simone@gdarredamenti.com 1 $2794.00 " PF-205F CEA DESIGN TRM 19 - BRONZE (ORDER AS PART OF GIO 59) WALL MOUNTED PROGRESSIVE MIXER WITH SPOUT simone@gdarredamenti.com 1 $1508.00 PF-205G CEA DESIGN GIO 30 - BRONZE (ORDER AS PART OF GIO 59) WALL MOUNTED PROGRESSIVE MIXER WITH SPOUT simone@gdarredamenti.com 1 $809.00 PF-206A CEA DESIGN FRE 150 ADJUSTIBLE SHOWERHEAD WITH RAIN JET simone@gdarredamenti.com 1 $2907.00 PF-206B CEA DESIGN TRM 19 - BRONZE (ORDER AS PART OF GIO 59) WALL MOUNTED PROGRESSIVE MIXER WITH SPOUT simone@gdarredamenti.com 1 $1508.00 PF-206C CEA DESIGN GIO 30 - BRONZE (ORDER AS PART OF GIO 59) WALL MOUNTED PROGRESSIVE MIXER WITH SPOUT simone@gdarredamenti.com 5 $4045.00 PF-206D CEA DESIGN LTZ 90 - BRONZE WITH QUARTZ GREY SILICONE RUBBER WALL MOUNTED HAND SHOWER WITH BRACKET & WATER CONNECTION simone@gdarredamenti.com 1 $2794.00 PF-206E ANTONIO LUPI GHOST COMBI MUD-IN CEILING MOUNTED MULTI FUNCTION RAIN SHOWER HEAD www.afnewyork.com 1 $0.00 JADate Issue Description By Check PF-206F MR. STEAM ITEMPOPLUS - ROUND - OIL RUBBED BRONZE WALL MOUNTED STEAM CONTROLS (PURCHASE WITH BUTLER STEAM PACKAGE) www.afnewyork.com 1 $0.00 12113/21 ISSUE FOR BID SQM SQM PF-206G MR. STEAM AROMA DESIGNER STEAMHEAD - ROUND - OIL RUBBED BRONZE WALL MOUNTED STEAM HEAD (PURCHASE WITH BUTLER STEAM PACKAGE) www.afnewyork.com 1 $0.00 09101/22 ISSUE FOR BID SQM SQM PF-206H INFINITY DRAIN FFTIF65 - TILE INSERT LINEAR DRAIN - OIL RUBBED BRONZE LINEAR FLOOR DRAIN WITH TILE INSERT FOR LIQUID WATERPROOFING www.afnewyork.com 1 $0.00 09111123 ISSUE FOR PERMIT SQM SQM PF-207A DURAVIT 252959 STARK ME RIMLESS WITH SENSOWASH TOILET WALL MOUNTED, RIMLESS, WASHDOWN MODEL, PROVIDE SENSOWASH SEAT & WALL TANK www.afnewyork.com 1 $0.00 PF-207B CEA DESIGN & GEBERIT CEA PLA 17 - BRONZE (FOR GEBERIT WALL TANK) WALL MOUNTED FLUSH ACTUATOR DUAL FLUSH simone@gdarredamenti.com 1 $1215.00 PF-208A RH MODERN LAMBETH KNURLED CROSS-HANDLE WALL-MOUNT FAUCET - BRONZE WALL MOUNTED LAVATORY FAUCET - BRONZE www.rhmodern.com 1 $0.00 PF-208B VALDAMA UNDERMOUNT SINK- SOUL - 55X38U - MATTE WHITE UNDERMOUNT VANITY BASIN www.valdama.it 1 $0.00 PF-208C KOHLER K-9033 - MATTE BLACK BOTTLE TRAP www.afnewyork.com 1 $0.00 PF-208D DURAVIT FLOOR MOUNTED - STARK ME - 216909 FLOOR MOUNTED TANKLESS TOILET www.afnewyork.com 1 $0.00 PF-208E GEBERIT 115.883.01.1 - SIGMA 30 - MATTE WHITE WITH POLISHED WHITE ACCENT WALL MOUNTED FLUSH ACTUATOR DUAL FLUSH www.afnewyork.com 1 $0.00 PF-208F RH MODERN LAMBETH KNURLED WALL MOUNTED HAND SHOWERHEAD - OIL RUBBED BRONZE SLIDING BAR WALL MOUNTED HANDHELD SHOWERHEAD www.rhmodern.com 1 $0.00 PF-208G RH MODERN LAMBETH KNURLED CROSS-HANDLE THERMOSTATIC VALVE - OIL RUBBED BRONZE WALL MOUNTED THERMOSTATIC VALVE www.rhmodern.com 1 $0.00 PF-208H RH MODERN LAMBETH KNURLED CROSS-HANDLE VOLUME CONTROL - OIL RUBBED BRONZE WALL MOUNTED VOLUME CONTROL VALVE www.rhmodern.com 2 $0.00 PF-2081 INFINITY DRAIN LINES NBD 4 - 4x4 - OIL RUBBED BRONZE FULLY BONDED 4x4 SQUARE FLOOR DRAIN FOR LIQUID WATERPROOFING www.afnewyork.com 1 $0.00 . PF-208J MR. STEAM ITEMPOPLUS - ROUND - OIL RUBBED BRONZE WALL MOUNTED STEAM CONTROLS (PURCHASE WITH BUTLER STEAM PACKAGE) www.afnewyork.com 1 $0.00 PF-208K MR. STEAM AROMA DESIGNER STEAMHEAD - ROUND - OIL RUBBED BRONZE WALL MOUNTED STEAM HEAD (PURCHASE WITH BUTLER STEAM PACKAGE) www.afnewyork.com 1 $0.00 50 $34073.92 x , ;a. \ , \. ..., \\ .�\\\\m��\.e...... ...\a. .�..a.�\�\..\. \ \. .... .. .. . ... \.�\a \ \\\�\\ \\\ .. .\..00a.\\. \\ow\.\.......__..����0�\�\.\.oma\\��..a.\�.�\\..... .... �,.. \ \\. \\\ \ \a.• \\ `x J, V TR Seal/Signature 14" ���ED�R GUEST BATHROOM 208 I PRIMARY BATHROOM 205 PRIMARY TOILET 207 PRIMARY SHOWER 206 C�� ��, MA - - - - - - - -- -1_1- - - - - - - - - - - - _ - , <V _ 11/2" 1 1-1/2" 1 1-1/2" 1 1-1/2" I 1 1-1/2" 1 1-1/2" 1 1-1/2" 1 1-1/2"2" 41t I 040159 • I I I I , OFN ELVEL 02E - - - - -- - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- --- --- - - - - - - - --- - - - -- - - - - - -29'-2° 2.. - ----- Project Name 2„ 4" C.O. I ' I C.O. PRIVATE RESIDENCE 4" GUEST BATHROOM 102 I KITCHEN 106 1-1/2" 1-1/2" -- - - - - - - - - - Project Number 11-1/2" 11-1/2" 11-1/2" I I 20012 2"i 4" DW , I I LEVEL 01 I I I Description 20'-43/4" - - - - -- - - - - - -- - - --- - ---- - - - - - -,- -,- - - - - ---i- -- - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - ---- -- -- - - - - - - - PLUMBING FIXTURE SCHEDULE 2„ 2„ 2„ I 2„ C.O. 4„ I I C.O. Scale 2"I 4" 1/4" = 1'-0" L _ 4" C.O. l - - HOUSE -tn TRAPA )6 0 © 2018 SEAN MADIGAN E:\Dropbox\Madigan Chi Architecture\01 Pro ects\20012 36581 Route 48 - Steve Guddat\01 Models\20012 36581 Route 48 VE.rvt I _�j 11�.*,�.; : , I , ", � ,� -, , . - � � - I - - . � - 'i"!,,,�,,,,� " , " ` "., � .�-,:�`�, - _- I . .4 ,I�",.,, I � " . . �,Iej.�!,�" ,�, . " .�_ :. - � ��'. �,.. � - : � li�,.,,:,-, �., f, � " , . .1 . I i't i; ,.,,�.� I" I� - , , "" " I I I ,I,� ,.";� .�', �' ., I..� � ,I". 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I ' EA �-,/,� I I I REPLACED AS SHOWN IN EXTERIOR ELEVATIONS. ,, � r . , � . ,,, ,,,,,,,,, ", /�,, I -/,,,-A ,f �,?/;/ " - , i I ,,,, -"-.,�,',` `/,/ "',�'?,Z" � 1� � . � / .,�""" ,,'-,";�4S NES"-z- // ,' , � � /,� �, - -,e./ -- -/��,�x,',:'�"-, � �� � .I : I � ,,,,"',."', /I 1, ." . I � ,,, . i Njt54-, / 13828�,��,,.�//';/- 1 st .,�;/',a�/ "', / �� WINDOW LOCATIONS HAVE SHIFTED FROM I � ,�,O 1�,I'll"'-17....... ,""� -,, " . I ,,�-,�/,,,/"",;"/"-."': ;, I . . I I "I., , ,,",-z�e � "" � v/ '' V ' ' ' "I ;: ,, ,/;,� 11, "" "", ".. I - I .1 -, I I. iN 'V NtOW,, ,'?�WNINdWND �/�/�'��/,/"��",;���",�-,,-'�""4 11 ,,;�:,'.,�....:, EXISTING CONDITIONS, AND MUST BE RE-FRAMED RESIDENCE . I , , � r. � I � I / . 111 ..,�,# 11,11�11/. "'11411"I", , , , , / , 11,��' , 11, CN � ,/-� I . I � I <. '/;- " . I , , ,� . . ,/"?/ 'I,' �/ I '?" . ,� . — ,�/1111"'"/ I � I///;.. I /_ ",""I'll I ., I I . 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I/ /, ."/// , _ '� ' '; " , �,, - I , 3-7 1/4" 3/4" 3-7 1/4" ;0 N �;,��,�x�%/// ,,-?�'z/%,/-,/ �/,-',��,/-�,�/;,; ' '/ � �2 PECONIC, NY 11958 . � � � M CD � ��?"�.��///��%,..�,��/�;�1,1�.;";I / , �'��,,,'?,/�'//;,/-F `"' ��,,����z, ,//;/,"-/,'--/ /, 3. ALL ANDERSON SWING DOORS TO RECIEVE " / , ,.��, , ,-n./ �, G , / " I I-/ / I . - ,/,/ '? % - � _/ . ,:� ., _,. ,_,�;,�, " "' -",/// ,�','�//0x/",-///;/5/,; /;,�,," , , �, _/ , "/,��/,_,� I to I __ ,/ , ;�,�l".,�/..�?/%����e/�//�"��/`��l-,.,, I '. 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ALL ANDERSON CASEMENT WINDOWS TO RECIEVE , , ", � "7, '" . , �� , �, ,/�"`,`�,`� ,,,, ,/ -.7- I ;_1/1 - ,,,,,,, ,,-, I ,�;;/�.,�,/, ,� ��?o?/"/ ,;? ?'/1�/"/��/�r�/./'1�,/�1�11 I , ,�,��: I ,1�11�11,x;;xll_ " _-, �;,///"/ ,;`�,7�7�/,, ��? , �� ��;,��,, '. - " ;5 1�'��,,� 11/;� 1� '�" , - , , , - :�,�/;�/,/�/ ///;/Z"; ,//,��,�,`/�, ,�"./�,'Z,/?'�,,//?/,�,�' ,-- , - 1/> , �//,�//,�",/,/�/�/"/?"/��//;�,,,�/,�-,� . . ;� -�1 �01; I ,1.11"_11'11- 1, "K/*�;/'l- '�'/ ,� e I -z. ��4?�/, -,/"' ;1',//,///x//'/,�',//�,,. 'XI;1 '''', 0_ . ��'?�/ . -� /��1, / ,�":,�-�,� " " - , . ;�, ,/ I/ � ' I'// ,�,/;/�,�,/'�,?,/,%,�/�.1�/ ,�,/ / ,;�� / , ,��,��, , , ,//, //// C, . I // �11 / � / / __ / �/ , X�,� ', ; �-��;�,,�,// ,'�"-";�",��`-,/;//,�,�,/ �,�,,,��-;,",,�?" ,,, ,� " //�//O/ ,// ,��/?I - / , � ; � /_ ,?/, 1�///, , . �//��///,,,�," / , -,�/",/ /, , _��;��,�, (, , , `�, -- - ��/ "?, , � /,,,,,, �,/ �,�0", , ',�///,��//,��_;,Ql� ' ' ' , / � ,/, . 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I "`;�`,;� `,�','�,',/ ,/ � , , , , �, ,,�,, / ��, �1 1�/; , /,/- " `/" ,� ,;,,% � �% ��;-,?//""�/,��',--�/ ,, , ,1,,11, , , �.' 11 ��;.-;'v,mx-/`?; " , . , �,/,',�//',, " RUBBED BRONZE FINISH , �,�,,,,'.,,' ",??,,��,," I/11 -/; '/, ,,, �, I ;,�,.,��, " �,�.�/ ",:,;�/,/ . ,� ,, I / . �,/,�',,�, ," ,�5�1� Sean Q. Madigan, AIA , , ��,;�, "";,;?,/;"?;',,-?,�/;,��/�,, `-/`-,;` -;, /;/�I 1�/I/,//"I/I " I //X,z,�;,�,/,� I I � ,�, � ;x,�� ��� �,�', � /'�,','��,-' / ,,,,� :"�,/ , �,; �,, ,?�,�,,/ 5. ALL ANDERSON SLIDING DOORS TO RECIEVE I ,/�/<�/� /',�// ,;�,��-,; I- ,,;'� � , I I I I X/` ,I, 1�, , , '/ "/*/ ,,�/,/,"', I I 4,�"', , � I ., - , -� �,. _�_1;1 � I I,,�,/,�,-,//,�;/ ?�/-/ 42 School Street , z '�,��-�',,/�/;""/�,s�,�,��,,�, �,� �, 1XII , ,/,�-�,�<��///�,, .,;. " , '11, ,,,�'x,/�., ,� ,�� , ARCHITECT ,,/ �,/"��/ "/;;/",-"�/,/�"//.�,�� ' 'I , . /�, / _�, . ,�, , ,�/,�� I , , ", / / .. � . "I � . ,� ,� I /" , ',,�, ,�', , ; �/�,� X, ANVERS HARDWARE IN OIL RUBBED BRONZE 1. I I . I � I ,�,� I,1�, 11,11 I , I "', I/ ,�, .", ,��"",//*.,�;�/,/�,,,,,,���/����`���/""', ,�; " ,,��,,,�,/.%�M;��/�/" I I 1, , �/, /,// Hampton Bays NY 11946 . , I , /;"/�,////;,/"� .; ,/ " /�/// I ,// � . :, , // 11.11,111,11, " , � , ", �� , , �, ,�/ ,� � � . . " 1, ":x"/���,�,;��,/,:'�,,, 11 1, 11 / " - :� ,. . . / / .. / I LEVEL 01 OIL - - r/ / .. L 01 ,jt� FINISH. . � . .1z _4�__�_� I / __,_141�:�� — L— 1;9, ,!� 7��= 1 "' 4� /;!��Z // 14 ,�1� I . .. - - - - �, )_ — 4 3/4"\-F - L !�, I. 11� I. ,g Al "I ��_ - 1. \-IF 6. PROVIDE SAMPLES OF ALL FINISHES FOR +1 (631) 258-4749 I! .. I . I I 1 20'- 20'-4 3/4" , . , . . I �t ..: I .'' . I 1.. . 1 16-9" ARCHITECTS APPROVAL PRIOR TO PURCHASING .� 'r I . I I - � , STRUCTURAL ENGINEER 1. j' '.:I I .. . I WINDOWS ''I ,I ,I � . . � I Dilandro Andrews Engineering, 1,� ; , W1 08B W108A- EXTERIOR DOOR ELEVATION ' 7. ALL EXTERIOR WINDOW CASINGS ARE TO BE WD-02 PILLC , I , , , 1"'. 1 . , - EXTERIOR WINDOW ELEVATION �.�� I DILANDRO ANDREWS I . i .. I I . . 1/2"�11-O.. 112"=11-0.1 FINISH TO MATCH EXTERIOR CLADDING ,1.,�,, ,. ,-, � I 158 County Road 39, Suite 10 .1.1�� ,�I .. I 8. ALL INTERIOR DOOR &WINDOW TRIM FINISHES ARE Southampton NY 11968 �� ! '' .� I 11,.J�',-,,- I .� I I CALLED OUT IN INTERIOR ELEVATIONS. (631) 259-3959 , � , , , .;,-;�," ''., , , . -, I . �, .� I/ 2'-11 1/4" 5'-11 1/4" 9. ALL GLASS WITHIN 18" OF FINISHED FLOOR TO BE I ��`, ,,�.,�, � � �� � �� , , I 11 TEMPERED GLASS. 1. V z �_ ':1.1,� �:., _� -., . ,, I � 1 3-2 1 18" EQ EQ �,�, ,';���" ' - , .., I � � N 1i le le I/ �,,""","�,.r,.,,�, � . ' ' I I I I I I . �- I 11 10. EACH BEDROOM MUST HAVE AT LEAST ONE . , .,� � ' ' , , , � 'I _ .� � , . � � I � ,//' / N � // z/ z I I \ . . � , . 1 : 11 11 , 11 I � ,! , , . , ., ", , �, �"' `, / � , . / �, , ` - ,<"/ \\ 11 V \ �, ,-/ I 11 WINDOW THAT HAS A CLEAR OPENING OF 20" WIDE � ' '_ f , /-,-��, � ,/ - '.<,,'� ,,�,'� , , ,:_ \ ,��,, /,/ __ ,��,/ 4 - , _", -, �,,, ,� � * � ,�,,� : - I " /, - " , � , ,�-,-,��;,;*":�/, ��",;"z;, // 1// // //1' . � ' ' , / , / ,� I A/ X/ ,,�/ X ,/ �� , , . '' � ,,�,:,�-,,AND,ERS , ' ' .1� I I 11 /, I �///;; ,�,/ /Z // // I BY 24" HIGH MINIMUM WHEN IN THE OPEN ,� , , 1 �-r I . / , ( - " � � �� �� , F� � , ,�, �, .� ,,` .�,��,",�/,;,/,,�',,<K;, ,, , . .. � . N/,,, , . 'it 1."" / / _�"/"� ,;/.,/" �;-�..'�,�,��, I � I �,`��;,,�, ,7�.,", j " , 16�1"/, ,/,��,/', �\ , X> / -, , " 4/, , ? , 7 I / .// .K t,11, , I I I I , , , , , , � ' " \ .1 / v;�/' -�?", - �/;,�/,��;��;,�,,�;�: . I ,�, ,I I , D Rp, , I I I 11 �� / - �� ,. ,.,. _,� �,�� S", 'A - . ?;1? / /,/ . 11 .1 ..I , , ." I k/s 1,. -"",',-","`,/A- , ., �z, , �,";,/,A D�RSO `N';' 1� ,�' �, I �!� ,��,_.�:_ , I . I . , ,- " "' : �z ':";1 ,:�, I . � � , 'N ,/ , / � ; R ,";//�-�/�*' �1 I � , - , . .,," , ��, �' �'X:�� -� I I ,,,�,. Y POSITION. THE SILL OF THE EGRESS WINDOW - -1 ,",X. , I " '' I �,�'/� x,�,/�;',;�//�/,//;;,; ?�/////, � , i . ,,.' � . '.1 '' ,,,,,,, , 1 " , �__ , /1- / ,;.-/ � , -- */ "' "/ ,� / / I "'., , ,D/�,/zx,��: - " ,`// , '�""11A�$b:�tSl ,,�,�///;�,-? ,�; , � I , � , , r � , / I . ,. , -�ttk , -,` - � , ", , ,/, , ltS::��,'/,� ,x "'T, , , , '�- , �'.,,�_ ;,�''� ,�,' 1/�,/ - �'/11�1;1//0/�1'11/,�/,;, . ,/�;,�/�/,///�/,/;/, 1111,1 CANNOT EXCEED 44" ABOVE THE FINISHED FLOOR. I , " , I � ,:'. 11 1. ;.�,>0 YPYR , = , ,, ,,, ,,, ,,�,;" , I 11 1, X I , . . :. ,�.. '-, I zt " �, `/�/ I/ ��*-,//>,'�,/�*X//" 11 , 1��;�- _ �,,J'�,,:�,,��,!'.'.-,, "')''.- � , , I 1 , 9NENT, - ,`AGW3040,�-,,, , -�/�?/,*,;wwx - ,;/�/,/�X //// ///I///�� ,/ 11. ANY WINDOW WILL A SILL LOWER THAN 24" FROM I ,I , , " " " : . , _ , _ 'N �/ I //'")I - ': , 1 � � . _v-�, /, ,,, " - , . I ,,, ,6�,'� . � , ; , C 'k WINDC I/1'/I/I ,,, , . 4T/,,,;,'. i", . � , ,.:, . , - , _"<,�,,, .I �/,��"/;�,/' , . I /;�/�;"?,�/// // , � � , � ;�:,�-" . � / . - 1A , /,//-// "-/"/, � � , ;'/; b� ../.-,�;, - , I R��//, : � ,,, . ,�, - ,/, / 'V" 1. I_�.�',��'h -1 -, � , �� I ", ,�, I D ,I 1 . . /I , _ DO - - W R I - , I �OEMOVABLE - C Eo�hfww , V� /1 ,ASEM5NT,, , IODDW 7 "', ,,N , �, � * .1 " ,'r. : ' ,�" I i, . �, , "X-, " � /z -/-7.-\,/,'-7 I ,; ,� -1`1 1j',,'1:",3� ��", I I I M �I I ""I, I 1, I , "I �, I .1 , �,��'��/�'?��/,�//��,," '." ," .�;,, THE FINISHED FLOOR MUST BE EQUIPPED WITH , "_ . . . , � , _ r ,��C' I , 0. ,� ', '/�,�"A'SE I ' li� I�I /�,-�;,;// , . I L�', I �;., "I. , : � , . , �'EtN "" A //�', -//A I/I/I/,,'/,'I/,/�? // ,, I I 't. ",��1.." ! r, ', - , I � E Lt // ,;f'11'1'1'�/�,'R, 1,\'11 ,, ,��//' , ,;/ I , I /TIN I I , " ' ' , , / 1//1; _; ate Issue Description By Check , I , I r . . ...I �7R MOVASILt, . , "-A,.,x, - �, ,. , :"/O� _' SE I ?� � � " Ij -,-!'� �,,': 1, �, , "" "" '�� I -/, , " // / %11�X, . ,,--_-1 � 1-� I _ _z/,z / , /,/ /_.� I I r , "I ,,/ " "/,�.�,,-,��,�,�"/ ,�,/-"/,/;/ , 1121 ISSUE FOR BID . ', ,r,,�_,1r,i'.,",`,�., �__:,��:'_�: I � � I I I ,1,1�11 " , / ;,� ,/ " kb� " " , St'dttt2k I WHn-` -" ,/ / " , . '?",?/",;�� ;,�/�,///" �,/*/?�01��"/�, /Z, I ��;:,: / I �/ -/11 X, 518'/�/ ; / � AD , "!%��,,,,��,-��,!��--, :, � � � ICD3-36 I , , , FALL PREVENTION DEVICE. .1 1- - , - ,�, /,�,,,,��",; R I , ", I( 0,; , / 1',_�"11�i I 1� 4: A, � x /I - 11 ,I,E�� "' I / 0, _/,?/m /; /o,,�/�"/�,FW6 i` Wi ,O,'z,�*, 12/1 L -, , '� // I , x, 7 T 01/l/ � �, , ,, I I INV ,/", , ,,-V,",", ,I I - , -, � " " " "" --l".- ',� " �EIG 1 /1 1, " 111�11... , , , , . 1'11,�1/11 I' l- � I - 1/;_/�//�,W Q0 �,�_i ...,,! 1. ,,, ..� - I , -, I'll - _ . = , . � . , --,-,-�-,,If�, "' " I I ,DOUBL ,,,�t,' :� - �� � . � I ,�_/",,,�,,,,,,,,, /I 'b//, i4' , '/ - I 'v,'-:-"r'-�,v , ,-:�":;.:, '�,,;� / , , , ju ,?� - ,� � , ." ,.,�" .:��,:/,�: / ,� _�4/�X� /X""",�-, 12. THE PROJECT IS LOCATED FURTHER THAN I MILE � -,-,, , ,/;�,�/`/`//_,'��,�./ I / , � _ It I c NING FAJ I I " .;��:,':�.;,',�� �,'�,�: � 11 � _� �, - ; r1K,nx,, , 4 � , X;",;/�1111'�/� `�,/,I " /I . FROM THE OCEAN COASTAL MEAN HIGH WATER 09/01/22 ISSUE FOR BID I :", "I. - i�R , 1: �& 5LOR _,_1,_'6 dl/ -1 I I 1.1 6 M ,/,./� ,/,/,. 14'�,'11._,:�"�, ". - N dot, TEMPORARY, X , / / il 1�1 I I � 1- �,� . Z�v, , ,� "" � M . � 7/ I J / C) ,,�;,-,;".:,/, / /'X, , . , , . .1 , . " �t,' _�," ,I/", -�;�.�t -",�,�5", ", "� I " " , I , I,,, . " �/ �, / , , > , , "; . , , � ,, �, . � __ \ / / - to , , X/'1�1 'dW�M' ,_� "'��",.-;��'�,�,--"�/--/-,�"",', 09/11/23 ISSUE FOR PERMIT I , \ � - "'�/ I / "I �? -/`�/;�1�1/11' t 0b*1,,;�?/,,, - `/;�/`/`/;��, ���,,, ,,,,,�:' ';' ' ,� .,�: �'ll��""�:,"���"-..".��i�.,,,, -� � , , 1;� - "/ " , _ " f T , "A , .1. . 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I Elzm� � � / 'A I// � 1;/;� "' ,/. ;/ , , I 11;_1 �/ . /,""" , , , , / ;��/ / I K/1�', / I I-M / V, - .1 / - -/x I I/ // 1�//"I , 08 - /I //" ." // �, , , , /E� DA, I ,` I " / , � / / / / / " , /, , / , , "I / / / / / I "/ I /_1 /I � I ` I/ 1;1 /�11 I //`/ // 1/1 ////,/, , , I � /_�/,,l �/ "I � , , "' /" I � � , I I I /�` , ?", - ", /111R, /, , , , / / /,"/ , , , I , , ' ' / X ;,;// 1�? , I / / / I/? _�� /� � r / / I I I �, I C �/ � I �I I I I I � I . . . � . . I I EADropbox\Madic1an Chi Arch itectu re\O 1_Projects\20012-36581 Route 48 - Steve Guddat\01-Models\20012-36581 Route 48-VE.rvt . I I I . . I . 11 I I . SM RAI ot \ \... \ STEVE GUDDAT & T R ` O REY ACRI \� \ \ \ . \o\\\\tea 1. ALL EXTERIOR WINDOWS & DOORS ARE TO BE PRIVATE REPLACED AS SHOWN IN EXTERIOR ELEVATIONS. ,',. ' rfi l:rf%;•,�!/i♦�fJi•,�;fr,;r�F: , WINDOW LOCATIONS HAVE SHIFTED FROM -FRAMED RESIDENCE f/ EXISTING CONDITIONS,AND MUST BE RE AS REQUIRED. 2WINDOW FRAMES,ES SASHES & HARDWARE TO BE 36581 ROUTE 48 'AWAKE# llb1 �{ ", DARK BRONZE FINISH. 0 E PAINTED SH. INTERIOR T B PECONIC, NY 11 TO MATCH DARK BRONZE FINISH. 958 •.: .J%/%�1,`Jif!'lrr %%ij Ff'�!`r�%�F�i! •�.t,` ,'.1• ;I,.,� ,f�,.!/�!i:f^'i,;lJ�'if f�/i.J.`f,,F;,,•j. ?' 3. ALL ANDERSON SWING DOORS TO RECIEVE 1 `,,`+,'r f'/^,;,,,/f,;,,t r; r,:.• 7S ANVERS HARDWARE IN OIL RUBBED BRONZE FINISH. y " . 3'-9" 4. ALL ANDERSON CASEMENT WINDOWS TO RECIEVE 4, a'-0" CONTEMPORARY FOLDING HARDWARE IN OIL ARCHITECT RUBBED BRONZE FINISH Sean Q. Madigan, AIA 5. ALL ANDERSON SLIDING DOORS TO RECIEVE ARCHITECT C��TECT 42 School Street AR ANVERS HARDWARE IN OIL RUBBED BRONZE Hampton Bays NY 11946 W211 C- EXTERIOR SKYLIGHT ELEVATION / FINISH. +1 (631) 258-4749 11 -0 6. PROVIDE SAMPLES OF ALL FINISHES FOR ARCHITECTS APPROVAL PRIOR TO PURCHASING STRUCTURAL ENGINEER '•�•, !• / i//ter'/i!'�'i%,!/`'!. WINDOWS Dilandro Andrews Engineering, 7. ALL EXTERIOR WINDOW CASINGS ARE TO BE WD-02 PLLC EXTERIOR CLADDING DILANDRO ANDREWS FINISH TO MATCH EX158 County Road 39, Suite 10 :'!F!/,•i,!!``�/r//�•`rf"ff�llf/r/!,J'r,f!',f/ /f,,/: �. f ,•''/ 8. ALL INTERIOR DOOR&WINDOW TRIM FINISHES ARE Southampton NY 11968 r�.'�;�% ;;'!.'rrF•`I�`-�j/�O;rF/Y/!J`!f/r"i.!'J�;J%/%' CALLED OUT IN INTERIOR ELEVATIONS. �;,,f. � (631) 259-3959 \.^';,f:':J J•. 'r ;''f::,;'.f f'r' 'f'.:: ;.; ,� ,,r!,;%`,'';.!f/;%/,.F!':;.!ij%!' 1J,;;f`;i!f•,%;,!;,f�r.'i/!f,ri. ' 11 i!/` ,JJ 9. ALL GLASS WITHIN 18 OF FINISHED FLOOR TO BE f.f'.!J'%:f•:%i!..,r,.:. �,.,,fi;'f'•r!..'` .;i': .f`' �J/f!••�i,i�,:;lfjifif�/i:f�1 / F'•i'/f,i.Ff//'rF"`•%%if;,''`.ii:`:•::`' :,`.' .'.;!''' !AN.D. RSOI./.,.f !,�,r,/ /.•!r.• ` /f f: i .f.r / f, r /. / f.r."/ ' ti •1;,fi:.:i fi../,'}%:•;..rr:r.:•.•.'f :'i r % /':JF:'r i'. J ! TEMPERED GLASS. ' /,. .f.i. r;r',,Jr,: .,f,.,r.'!.:, /' /,f. ! J,f:/ '�^-fir ,l,,'.r:J•% 1f.,,,.r,'r fif• ! f!i Ji; i .�: r ,. i. ,! / frr,,'/,J r'`irtfrlri,!,r/•`i,',�,.I.r{.�Q. ir/`,':'r'j%r!fj;.I,,i'.:'.'/!f f.'i�f�;'f 10. EACH BEDROOM MUST HAVE AT LEAST ONE ' !/•i/iG..1 211 '%,!! :/i:rf./ / /.'/.•f•'%!`�j/r r �,:.l,J• !li r, ,r , !.`%1r.`;'f,, •\ +`%"i:"'.;..fr,;/`; ,/i`, .i.:.•.'i„/; J/f,li:f.!/,%!i;!ir if`!' n WINDOW THAT HAS A CLEAR OPENING OF 20 WIDE 'r:• i,” ..�,1.!;::'1,%,!+ /• %r.:fJ jJ •%: ^ ,;/ `.f;% , �/;�'}�',' _ ;f:%f/''.:,'fri'.i"f•.F:f,/,';,,Fj''rr. r�`RA1,�4V�WfJ 11 ; IARV##(,: F' M ,fif`>i; >,: �.%f .^, , ,;.<`,'; BY 24 HIGH MINIMUM WHEN IN THE OPEN p' '���f'.r%. :r >� 1V TAT �„ f ;ri,;/�•,r�%f,,�/,.�;;�,f,17#1w�V.1E'.V,V,��i,JVV1f:// %/! ,!``r,�f POSITION. THE SILL OF THE EGRESS WINDOW /i.7 ./f,;.,,r1r,f;`.: f'.i.'r'.' 'i•i !/' ri�,!:i/:•' r' �r,:',;'Fr/.rf/,/'/!•:f' Jf;!'f. f^J fi:� i!i f%i r.f,!'f/ i /., ,r;,..,.r„•,f , f,, ,:J; _ � _ 00 `>F '%r,,,�. .f,r!%.�/1 ;';J:`,%f;.'�%,/i,:,f��,./%iil/./;:,l/J!,./f:J!f.fi,fJ',"f,',;!,;�,f%�',�/,!,'�,✓,,,f,��/ /.,`.�`.f`°i> —LEVEL 02 -0 CANNOT EXCEED 44n ABOVE THE FINISHED FLOOR. f/A;,^;!Fr;,i.%.^,,,F,=,%rJ.,rJ;.i;'.;,;%!,.ki.,.,: f '�/r;ii rr,f,1 F i/f!:,,;•::Jl.•,/,,r`/ i,'%,rf!.!J/`f, .•`'� fi.f'`�`.:,/Ji!if:`:'%i Fr:l �f%�i. ,.ri f I n 29 n .; ,,, ,,;;F,,,.1.,i;,;r,rf,,,,/;�, f' •,r'r, f ..r J, , f ir, fr,', f ,f r',J , /,, , 11. ANY WINDOW WILL SILL LOWER THAN 24 FROM ' THE FINISHED FLOOR MUST BE EQUIPPED WITH FALL PREVENTION DEVICE. L 0 Date Issue Description By Check 3-9" 8'-0” 12. THE PROJECT IS LOCATED FURTHER THAN 1 MILE 12113121 ISSUE FOR BID SQM SQM FROM THE OCEAN COASTAL MEAN HIGH WATER 09/01122 ISSUE FOR BID SQM SQM LINE, AND THEREFOR IMPACT RESISTANT WINDOW 09111123 ISSUE FOR PERMIT SQM SQM OPENING PROTECTION IS NOT REQUIRED PER CODE. W211 B - EXTERIOR SKYLIGHT ELEVATION W21 1A- EXTERIOR WINDOW ELEVATION ,.I T-111/4" 3-91/4" 3/ ' T-7114" 3/L4f 3-91/4" , , .'! ./!.;..'r,�•!•' ,,lfl flf,'� �!lJ,./iiiflf�JJ�;. j il./f�,;:.!,�,;rifr f:,::;!'�%'f�:i'i:'i�rrf/', %jfr'i'f!.r.!J�l�i.i�fA i.i f J. % r"`/;.,.�'/; :JJ1r i ri/,/`F i/;ff'/,!/,,f/fr,;``�fr J fr •;1;:fir: !/f'''% :r,,:i i:�JFFf! r,.• !,f f f/.//f.jf J.;r ,`?'?,}.;' r r !• / /.' / /e/ , ';• , tr./•, .,f / fi/ff,.'if Jf.,r� f !', �if•�i!/%/,•f�. ,';' f /r,fi/•1.r �%} f, /ii!,;;`;!f/i!i f/. ri ' ;.11'if"./f% :•r .ifr//i,'�/G`, f.''•r'ii / ! J, /,;1/f! /i ! '•F, / J 1 Jr "f.• / J f f /!r 'i !r /'rJ ta• •f ./ rf IYL 1.V O � '}\ O/ f 1\ N^r�J ` S N 1' /. FN•� RSr'N:: .A1\(bER� !;: ,r,, / / /' .r N.F ERSbI�`'� A FE Q f.;.;.J / fJ F f .. ! F/• 1 / f / E S S , •, E A:�S 1ES., } S;' E S JJ..F', .f/�'.:_,,F;'!,.`.;,•� fJJ,. '�';�`.',,, r,l'.` f ! f ! / r, / r.J. Jff` r` f r•r r of F. )� 3 A�11� 6 f 1• yY ! ! Jrrr r f f , A W 86 JW`31 . 0 A 58�`%. <f•" r: f! F J f. CAS N # D I`I' 6: W W`"�� � Ivl N:. 7` T XE I O E E N W ;111/6 { W NT`. 0. vf: ! %� :rf 7"' r•/ ! ':1%V f' f. r !. MT" IN f dllU A EM _ _ `�GW D AT`r IN UV` SE EN •.A Ni� N �.4 � 'i!J E till �,r .:l. fR ;r � S•E !' f� f' /.. /F../ ./ r ,r ffr O B•` �/ f. M L VAB r / t:E.Jr .r !, M M �a f l�E1vf AB ! V � �J B r.J 'r ., FES ',. / ;. — % / f ` , / J r; 1 i` r,.. .f './J ./ , f.. J / /F •`, ^: f.!J r!J 209 rF' IN `R� I - �� EENJ �� `R� >%` f S E C :� f.' �'F, Y ' f 1 f. / Y RE 4 S i,�,�`+++.�.` ! f.J , E Y. :�'f� C�(� 'rfi:`,r •f (D f F `r•' GST- E NS SC�2 EEO fJ ` T. . N� S �. SORE .'% �llV. R VISOR !,r ]` ! r `i ! F' f'`' fi. f.r r. '%'%'f f f r;:\ /J' /f FJlF, r F ' I '''r ''r• '•1/ .i• f r / r .f rr21 ;< 0 J' ,;�."..^�: ''- 3S'E ES`f f , , f R EId-/1 ,. /,:,.. f J :•f'r r fJ� r , ,>il , E SEGRESS"` �'M JRrJ` ExS. MEf. /. f ESS `f1.. .,,, <.';:� J r. `i, J !f /.' f!,r F�f `"Fr': r/ F,,• f�F' / 210 f 1 { f` , C �" S' U`I E � E E RE I E'1V1 l.Ff, F� f `� �E• � !'' 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FINISH SCHEDULE) DA 5'-11 114" 5'-11 1/4" ELEMENT ELEMENT FINISH TAG EXX_XX� (REF. FINISH SCHEDULE) Co f,:. / ,f. r,3, jJ , ,.!,!. f.', fir:!•;',;:!, :', ,%. ` '!,/%:%i%,�;J�.;. :,.;rJ!:•,, /':J`%/,/f.r ;•;,'/i f., ri.fJ! /r: rf,!i.,,/! r,:."" ! / i:�` ,:/F`r,`f;/,r:',/J,, .1 'f./f!.:;`.r f•F f,1 F.:." , / rf/ ./f// / i. /.1/f !! ! r. ./,r ! !` /..,f!;; , 0 n f .•/ 'r f!//. .f/�,/. , 'J!i J�, f;i,�;:i`Ji%';'`i/J 1,r,Jfr:i i fj.f'r fi/%i%;•!'',:,;f! %r .�i '!i r4li f!i!,/ii`J.'i!A•` _ i1• __f-� ;.; J ; ,.r;:'F, f. �!J ,,./ ,;%.,,.,.,., ,!:,.,, �:f..,<.;' ,lr, /r,,,.1',,!! f. f•f.,.,,,,rrr,., ,J 0 ELEVATION TAG sy ^!.. rf/ 'if`'�<. /:,.. ;.f/J1,,.: �.,,,. f., ,,,J ;,J.�r<". '`f .,f1Ji•/`.,l`!/f..,, f,.J, .,F,., F,., f•f i, f _ _ -moi •` .'.'`r/f/./+.: './' i�l.^'i l+.'r' '.!! / �:�!',%:J/..' .�./ J'f1:i'•fJ,if/,.;.j� !.f %.�..f f/! :r 1. �,&i.i:,�.�q.�^ . J•/ ::r/:F��•f..f.• r:``f'.''.j"'.,'.r..! .^f,•! '!:. "'.` ! f:,, r r1,1., r, ,/ I!. .f/, ,�f ! !;rJl 1 - - J`-•,;:.f,/,r,.�, J J,,. '.J/'f, f. 1,I, ::`'!/J /•! / f;i`:;%,:rf,f:,i/ffr,:,!iJJ:r! ';J '!!. /.r``/%`� l.':.':�`'. ,Ff,• :i/ `J, J ! y �' /.!i'.. F�l,.'r��%fiF •' f:J.F f !,l:1.J J,,, '�JfJ/ /! /�. (FROM SURVEY POINT U.O.N. ` '/r„f�r,.' fff;r`` /./,`,.: ,/:�/�' J'`:r `%r'ri'•;r%if'r..!``/i;•'Jf .l.rx.'%:`'f! •%.. `^`%.: :/`. ,r' !. .f'..'.!`.' /!`l-,!; !r!,'rf•;/ f,l,,`!fJ F.,�,j�,.frr.,f'r .:/r`i'`��,., rr�' J!.r 40 xxf•/.'./,: .,/ '/,,f'r/, :%J'A`{Y�� tJIV;'`/f F %: 43.T5V. J ) ;,,/i,..,RJ�3r; Jr'r;f,/' ,;, rN� ,:J,.•fN> F f, '•!r'. `:!r % ff "` '/,', ', `.r/!'ifif. %.i j///f/,` 'I ! : ,! rJ '.f: '% ' %�'ffr..., ``�,�F•`.f; ',,,J. ,.J,,,;.•.r.f. J, ,"!'1'. / ,� J:.^r::.l::/.;.,% . .:.,,, .; !/!: /. ,,/..,'!!'!.!' ,�! rr '•!` ; ,! ',ff FINISH TRANSITION �•%`; ^` !„ _'J. `J'.Jf./1Jr'lf�,f fif,%,'.;`f,,J r/� off. .'•'j., /'f' Ir i`:. /. ,,f/.: f'. //' J,f`;' ^'�^, ':r :,'.�`,.,,��';:'.•`,f. ,f,,f r � `f:.',/.. ,r 64�; /! , (`'�{�� r/ /`fj'r" i :.rr.:•!„Jf.:; J If /r • ACW3064 ri.'. /, /r VY,YJ.,J. REF. TRANSITION DETAILS Project Name 1, ,J rA ,. ( ) J ' ANDERSO ` f'{y �.11�1y} f}.'(� (//•����f7'►►►\%1r J`' fff:,. J ,.,"0/„ ,,.,f ,,,,>','` ', / J,. . f! r ; . ,,"ANJEl.\S}/1••?^;r'� /!:�1�'•. ''F fl%'ff - r,. ANDE #�fiJ: ,'` ,, ,,ANDEJ�S4N'' r.A RSONIEMEN`fi.uUft(`:4 ASINfi, C1dJ ,' ; . PRIVATE RESIDENCE <;q. ERIES° ' �\1�++ 1y (�� J f.f , � ,.1 VF.','; ,rf^"':A%,f` Ff!,.. ,i! .%/,f rf J lfJ 11 ,:. M A-SEI S /r .`>' ,'A, #ES'%' f.,`-r; SERIES M II,EM(�1/A.Bt ., �1RE�/f�3���L: -4 M !i,:f/,'� ..•r`�`:r. `i..,,:'%':f ':'! ^+' J '!•Jf.'.J r/r M FLOOR ELEVATION CHANGE , f,•'/'/./ .:%%Jlf/,/ •<<;i�i':'.• f. _,.�f�' ,�f,/F`l!/, _ .! ;, ,,lr,.},;•.r;,J. `:-A1N304,•"r' '`^ `AC1!U364 ACW1 fr,r �PW2864;'; ,, ,,, 1864 ECT, CEfV fiJ�#SECT 5Ct �— 'f` "' r (�j}� `� _1p11 (REF, SECTIONS & ELEVATIONS) 1J f ,fr,r1✓,;,. r;.:i,: •Jr,r., ff., ii:lr'`i:!.ijfj!'•f f`'ff`` ,;/'%J`f,fri'.i'`'i'f�,Vii.`'�:J/,;�.'. SEMENT W Nf�O `S ENT:1N(ND �,[� J CASEMENT 1 R0; kCED•:fWlf�D6 CAS T WINDOW R U / fJ (y�..( !%J } !. /, EEL`S G ES MEETS Project Number EN1Q. 11F,!LE.�� ..^ t' ; r / / " ` 4` W/REMO � 'l; `� ",/f`/r: Ji .'f •% I� OVABLE ,r. •, 1' NSEG`fi` REED ;f. ,f ,.'>, f;; ;,,` . ,f. IRN F '{J jf` 0 DOOR NUMBER TAG C <,f l.,,; ;;;, QUQ, # . 20012 f, #N;SE Cj2 E. INSECT E -, r > :%f ;, / IS SCREEN ! !; /,`'` ` r f`r" F� '' ` J •.'f� �`� (REF. DOOR SCHEDULE) 206 ' , ;, `fr / f. / ,' r'i fi.,F 205 : ,f,, !1,,.` ?ENI- I ION`,, N''OPE' fi�.P S1`J ` �`' 205 � /J fr f f,J'..: � ;(� f'•/,'r'% `i/ •rr.. � � '1•,,,/f ! r1`j'i/,: .'rf,,,•�',ff '%,f.'.%:'/p, './,fJ f`l f'. / i .'%rfi r :i:., �,/r /r .-% f j,%Jf i'J,.. :r'r:r!• �T.#,. r ll'A�:L;#?j�(��`5GT . !.f GJ,;.,/!�/./i.i`�/h'`: "!. ';' `Jifr i,lJl l.',Gf,.`:�"'/ L`1?ROTECIJ” FALL PROfii ECTION ,•,.',', f. ,,,.;:.,, f„f,,,/.,<,y.,/f,. WINDOW NUMBER TAG A[l�'PdTECTi; /f ? ,,r` Ji. , %`!.,, ' J!.r /• 1.J_!/,. � r,i,r J.. / /i./ / l.. ',!•' O (REF. WINDOW SCHEDULE) Description r eo 31j" WINDOW SCHEDULE T-71/4" 2'-71/4" 31l. 2' 11 1/4" 3/4" 2' 11 1/4" o0 2'-111/4" M 2'-111/2" Cl) M - M cfl �p LEVEL 02 _ _ _ LEVEL 02 _ _ _ _ LEV L 02 LEVEL 02 Scale 29'-2" 29'-2" 2 -2" — — _ — — 29'-2" As indicated W206A- EXTERIOR WINDOW ELEVATION W205B - EXTERIOR WINDOW ELEVATION W205A- EXTERIOR WINDOW ELEVATION W204A- EXTERIOR WINDOW ELEVATION •1,/,1 '.; 1/2"=1'.0" 112 =11-0.. 1/2 =V-011 1/2 11-01. a,1 A %j © 2018 SEAN MADIGAN I ',/I, E:\Drbpbox\Madigan Chi Architecture\01_Projects\20012 36581 Route 48 - Steve Guddat\01_Models\20012_36581 Route 48 VE.rvt d, I STEVE GUDDAT & TOR REY ACRI <\.: :�. � �:\ ;,cap• <�.\;.... ,:\\,>, : PRIVATE RESIDENCE 36581 ROUTE 48 PECONIC, NY 11958 1 2 A-721 A-721 .:,'�;,,`i';,,i,:fi�,;+a+,V"�,,'`.",''r;;'�',iI;l.•...,'„'.',;`::1.,i::,'".`,,',t.:•,',':.;r„-r„:f,, 'r,,'i'.Ir'•,' _I'IIIII'``;.,;'-:;:',:.•,1 i(I!'I—�` I I II',�r 4<r--1...-<_-:'_`,--!!!!(( ��'1,-Adr`-7}-<6i�0q I I-----d-q°II!I y J I[! I I — ---_--- -- 1 I I i I_-_---= [---- I a1..�H\R'Lae.•r, Io N„\ , \...#\ w\a\.o.a\,\..•.\>e., .\ AD iRlaCnHd rITo EACnT Sean Q. Madigan, EAIA 701 - 42 School StreetARCHITECTHam ton Bas NY 11g9 i n4 e 6 +1 (631) 258-4749 STRUCTURAL ENGINEER =IF PLLCDILANDRO ANDREWS 158 County Road 39 Suite ri 1 n0 Southampton NY11968 (631) 259-3959 _........... Date Issue Description By Check SQM SQe.�\O�\ 09101122 ISSUE FORBID ° d SQM 12113121 ISSUE FORBID M 4 AA qc ' EXISTING CONSTRUCTION TO REMAIN ......_......_.._.........._.. 09/11123 ISSUE FOR PERMIT SQM SQM NEW PARTITION� FURN TANK q NEW STRUCTURAL CONCRETE WALL =j F � STORAGE dNEW WALL FINISH2 ^ d -7Ad 7— — <1 41 ad 41, q 2HR. RATED PARTITION d A r; •J l3HR. RATED PARTITION 777777777 77 411 17-10 r9” 8' 4HR. RATED PARTITION$". 2 T 4" T 6" T-61/2" T 511 T 6" 16x10103 — n .11 L. <UNFINISHED o oO � `�' ' ---- ,h BASEMENT SMOKE PARTITION , �_ _ d MIL WORK q 7LINE OF MILLWORK ABOVE d A 2' 0" q4 `7 [X— g , I'I I I ! I I I r q { <, ,, '� •„ d 1 ac q � q d q d q q 1 1 1 I I I X)(XXX]A-700 )(X PARTITION TYPE TAG (REF. PARTITION TYPES) 41 DOOR NUMBER TAG FE ! fi (GARAGE (REF. DOOR SCHEDULE) "r,;;1',;,;;1,,':a,:,,'��E�'i;')x�,.;,r.,,I',f';'';..'.,;'.,':•..;.",,.',I,:,,.,�;,.;',,.;,;,',I,:,.:,f.•,;„,,...,".,'",,,,"..;,.:.,'�.'�.:..,•..I,::,,•.',.,�,',,';-,r..,'�, : A-7120 =-�_--_-1I`---_>=.-_Jy I=---__,[�--i---——��=iI_'_-_!—I[ -__1II-_!III-II=—_—[I II —-_-I_: !i-;— up " 4I-d . I�r -M�—_YFa y�•:' „{[I UNEXCJlli_ AVATEDJABOVE)qd qq 2 ell — I W\\\\\\\\Iv.N..a,D,_,>.O,'A\,W NU.,.\..\.M...,.».BE\ .a.R`oT.....A..:.:.'..:..G (REF. WINDOW SCHED...,,.,._..,.U>,:\. L\o,E)A 760 d Z, ............. ....._.... ...... .......... TZ . �. ,.\., d 777T7" I©SeallS i nat or e- 1 EXISTING SANITARY MAIN EXITS HOUSE IN THIS LOCATION. PROTECT SANITARY PIPE DURING EXCAVACTION AND CONSTRUCTION.STRUCTURAL DRAWINGS.2 NEW REINFORCED CONCRETE FOOTING, SEE E•,MDa-N3 NEW 275 GALLON OIL TANK TO BE INSTALLED DURING DEMOLITION SINCE THERE IS NO BILCO meA oo — — ACCESS TO THE BASEMENT PRIVATE RESIDENCE Project Number 20012 Description CONSTRUCTION PLAN - LEVEL 0_q2Co<0 Scale 1/411 = 1'-O„ , i hl li Ref. North 2018 SEAN MADIGAN_ Mm200 E:\Dropbox\Madigan Chi Arch itecture\01_Projects\20012_36581 Route 48 - Steve Guddat\O1-Model s\20012_36581 Route 48 VE.rvt "r ' , :4,' .,'Z?.° '1' ire::' :ss'`S'.. t\�'�a` ..a�'� .e\\,� ,:' \�>" \\�' �'\ \a 000 °: :x�\ \ ..gip`>:.. ,,r STEVE GUDDAT & TORREY ACRI \ a\ E, >`_ \\\\\\���,.,.,�s�\\`aV\\\\���•'a\L:.aca\a\\\\�'a`.:•a.Aa\.a\\\\\c�oNwaa�`a\.aza;`.: u'n`.sacvmSS\.a'k�\M„ ..a� ;�s..:.\s y\.�\:` �\\\5�.�'` ji a <=.t PRIVATE „ RESIDENCE A 36581 ROUTE 48 'i; PECONIC, NY 11958 y ' � : ; r, ': ;; A-721 32'-91/2" A-721 �, .; '11 ,: -I!'.; , : . . .. , , , .. ., _........................... ,. - -- - .,, . ,.• �, ................_......,,,,.......,,,,........,.-.......__.._..__.._...---.,.----,_...,,,..-.._.................._.........._,.,....I..I..,.....-,,...._...._..._,. 11, .I,.._..............._........ ,, 1 111_....__..__..............._.._.......- - -.._.._.._..._..--._........._.. 1111. _. c`,�;,,,' ..;.,'' ;;. `;',; '`:: i Madigan, AIA �, ------- -- -_._.._,..,_,__,,,._,_...._.._..--- - 70 ---------- ........ can °. o / -- - A- 1 \.. \\, >� �".` :: --___ _ 'a", \\„, :' - LOWER DECK REMOVED ,: ;.L,\,: °" i,`_ \\ 42 Scho01 Street ',., c0 :pt; `;' :aq;Z�,., .,� s�'\.. iso:. �� C H ITECT d :, .', ...�. , i .. � 'I li � 1111_ 1111_._ 1111 ...._... 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REQUIRED LANDING FOR Dllandro Andrews Englneering, ..................._..__................__..._....._..._....... - ._..._............ .................... ......._.._........ .._...._................_. _._1111_.-._- ._.__..__._._._. _.1111 _. ......._............_......_............................_....................._......._ ......_..................._....._....___.__.... 1 I i ..z, 1111_ .. ..1111.. 1111 .. ... 1111. ._ E':'-ryr -Ort_.._..._.___._--.1111 .---__-,,....._..__,.._._. {,; .. . .' :� _ - L SLIDIN D TO DEN NEW PARTITION DILANDRO ANDREWS 11.11_- ,,________,..._,_.1111. - OVERALL RTS ,---_-- _11-11,-- ____._ i o - - __ - -- -- - _...- -� --- D-02 -- -_--- ------ R.ISEf2.,H ELG H-T;.8__ j O U n \ - ---........._........_......., y Road 39, Suite 10 25 -0 , h,., ::; ;'.. 1 __..__._._.._._._...- - ---------- ---TREA[3...DEPTH:--T-0"........__,...._.....----11.11.. -'--- 158 C t , ;r;1111 rn;.: __..__.._..._....: _.._. _.. ..............................................._........__... - _ _ -'-- ........_,..._,_._.._.. -' ---'- -._.._......._._...__._...- -...._..................._.. NEW STRUCTURAL CONCRETE WALL . : \ DECK 11968 :,. ` _ .........11,11 . 1111. ' ...... ......._..._........_.._._....._....................._._....._.. _ 11 .11._.._..........._..............._ .1111 1111 - _ ...._.._..._.. outhampton NY .,. F - I : 113 - -- - - - (631) 2 3 59 : .__......... _ .........___........................................_...__.._..._.._.1111.. -- - - - - NEW W ............................................................._.........,____. _....... ._........... .... 1111__ ._...... ...._.._.._... ......_..... ..........._1111.. . . 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',v;� ,.,Zt , HR - _ -_ _ _ 1111. - ... _......__..................................._._......._,._-_-,._.._..__,.......,_,..._..__.........__..._......_...__..,,.,,....__..-........,,,,,,_,.........,.....__..,,_.__._....__ ,....... 3 RATED PA ---- _._ ...._.._............-'---.-___.,�..._.t„ .___11.1_____1_ _-_ RTITION 1111_- -__ -- -.11__-.-,----_-,_.____.,_,,,,_______,_._.__._.____-___-_ _ s ---------__..._.__.._....._---1111-1111 -� ' i ----._.,...-----_---------_..__.....__....._.-1111----- -._ --.-----_ --- -_- o --- �v �, I ------- 1111_.. -- ----.- q�`~" , . --- - -'-'--------...--1111-'--------- --------...__....._..._..... __._._._. _. _1141 ----'--''- - - -. 1111._.__...__.._.. ------ - ---- \� - --------- F-1008 ----- -' --'-----------'-'- ---_ _ -- -------.._.__.........-..----- I I z'= ',w a _ 4HR. RATED PARTITION ............_._._.__._,_. .......... _: W105BW105C `' , ./ .......................__1,,_11.1,__......_,.------------ _..--....._.__..__......_........................_.._.............._. ...._...... _._..._...._..............._......._._ ..,,,,,,,.,,.......__........._......__._.............__..__.._....... __..__... � __,_,..---..........__..___„___.._..__ I ,...> ........................... _ - `>>'- heck . 1.11 . 11 ....... � C� r u: ate Issue D SMOKE PARTITION zv ! ! /"v_, : -4, \,' 15'x9314 I ISSUE FORBIDn 2 -41/2 ! 11 :91/4 2 4 3 4" $' 0" _ , 1 0" 5 ;` 1/'1111._. .�, ch ,._. I 7z> h A _ rn 8' 11' YI' \\ `I,.: \,10 2.1 r, -1111.__ 12/13121 SQM SQM 111 1 I I I i I : - ! - .!`j�,r -, •F.. rIa ,. _ .. v. ,' U '� ': _ 11 ... ._ _,,......_._. _--_--„_ _ ___.__.._ ...2':_..651s°1114 x 09101122 ISSUE FOR B ! ! I f^ 11.11 r MILLWORK ID SQM SQM 1111._ i 1. 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A "R A -701 42 School Street ARCHITECT Hampton Bays NY 11946 ................... .... ..... .......... .............. .............................................. +1 (631) 258-4749 ............ ...................................................... 0 ............... 0 7777 7 STRUCTURAL ENGINEER ............................................. ................................ ------- EXISTING CONSTRUCTION TO REMAIN -------............ Dilandro Andrews Engineering, ................................. ................. .... ........................................................................................ ..........................................................-----------------------------_---- ....................................-- - -------........................ ................. .............................. NEW PARTITION PLLC .............. .............................. DILANDRO ANDREWS ER-.201 &_ 158 County Road 39, Suite 10 IRV ............ 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ARCHITECT i i ' ' PRIMARY ii 42 hool ._. - i it ..k,+." , :' 1 _._ r-`-, I j 1 I \ Hamcton Bars NY 11946 t _.. _ I . . �� BEDROOM ,< p Y .: I. I` _ i E ti \ ,` I + _ 1 631 2 4 1 -=r-V-' 58 749 ,t .': i , ;•,;, , _.._.....r_:_::. 1204 i 1... l „ , } 1 E { , I. .........:............. I I i I I , __._.. .i _...,.....,....,.... ,{ , . _ ly. 1 1,.+:, .'.' }\ j ��,� r STRUCTURAL ENGINEER ' � 1 TRU I ' i , TT.T. i ' CT r ,, ;, ry I ; ,._..L.___.�___.... , ; \�, ,l� ` 1 . .. � Dilandro Andrews w , 1. . , _ , ; ' , �:' � d e s En ineerin Z���11 _. ;' , � __._... a.._�._ / L. DILANDRO ANDREWS y A 0 f ,.�1v` ,� LEVEL 02 , , „ 1 PLLC — � — _ 8 County 39, Suite 10 •'~gA � =� f 15 C ty Road 'i 11, ' f 11-_.. � I \ " y t - _ - I ; 4 - 29'-2" Southampton NY 11968 7 i , >> /; A-760 I ; ,• _.... ` 3 259 3959 t• ellI __ 1 A-760 ,.. ..... \� /=-..._a I 1. _ ,,t ...,r..".:�__v, re_.. ``e .v—.—:� ,-. , `} �i �r1 \ ,�l 'C, i T''1 `\y-.x_� a� } �• i I ^�`'�~,"""..._. , 1�\", . ,, ll k , i J .__...._..__.__ , ., .. , Ili 1 -- INING �, I I DE _.. l , , CK � �; ,_�.._;.._:_.. . ;._.. . �` ' { ROOM � � '',` �:'KITCH�N P IAC �� A T_ ' 113 __ . ,,. / -- � i \ l �� 105 1� � l` � '�� ,y >� �' 106 � °�`� I 100 , � �; ~`r-.-.� 1—f• �I — -,_... i la ii 1. 3 l� i 1 1 i j..`� }' l� , ,: /y \t M1 • 1 , ,_, �; r .. •._.�...._:_-- ' ,' , <, ,�� ,;, �; \,' AY�, x` ;: A-760 , i �....r 1. I i ` , , : 1 ,F,M.,.,,.«. 1 _. � Ii �, I p $ � ' „• \.: ",� _ I ;, i —`- i - _ LEVEL 01 '� - ... % 7: — Date Issue Description B Check . j I . . I ' 20 4 3/4" 8 2 B Y �: - -,��" A-760 -� -1' 1i I ° ° 4 I A-76o 12/13121 ISSUE —1 /II r- °� . < A A . ( FOR ID SQM SQM '� `-- ° . ° °` a � �.,I/A A° . A - /' 09/01122 ISSUE FOR BID SQM SQM ' zA ° ° ,i 09/11123 ISSUE FOR PERMIT SQM SQM — A A1NFINISHED 4.. A ° i i — ---- 1 I BasEMEivT ; t A — — — — — A 09/29123 BLDG DEPT RESPONSE SQM SQM ;�:,,'.' — — I— — AA° A , . , , , 001 ° A — — — — — '''' ' -=,..: 1 A. a °,. ea I .I.,' , ,.' .'•., 1. .w' A ° A 'Ca A �'A ° 4' ° . � a � I— ",, �'','' -- — _ LEVEL 00 _ _ _-�� I I I I I I i I i I i I i�I iii i I_ .'....: —1— I A-760 = I I� 11'-51/2" Ill ;' ;'+' , '` ' ,' n BUILDING SECTION - TRANSVERSE A .i';;; 1/411 = 1'-Orr :°,tV. j,'' ; ij. •; � , { tl ' \, \s __ __._' v —. a- ;'1,{ ,'11. 16 , 'I, ' '.'I.. _ � r._ ,' F.,. `,A "....._....✓ \."\r `,,,._--.---'/ t , ,�; - ,._ , .: ' � _ .. , 4 /f 7 -� 72 - r;" - -- w ' __. 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' 1 t 1 .,.g• it r ` �.i i t f 11 IC ti 1N 12'-1'1.7 I „t'u' 1 ' �I, l; It : , ii . ., , i t t , {- '� . i r a ,rw, .I.. 1 t I , , i , i 1 1 ,,,; , . � , � • •, I : e i i , , ;' ._..1 T ,i . . ., i i ,,,," ' ' , , , 1 �' 'RECREATION ` ' �.__-` �` I ROOM I 11 ' i -- i.ii. \\. �� 210 ,� �' ; _r- i i ;" Seal/Signature nature - \, t t \ , I I n'!:; 1\ 1 , l' jjj : : Z ,. 1. 't : I . i E \ D -_.-. i i �'' _. \ t c�� /y;, ,• I - _ /\,D/ ,�` , I .1 \ i , „ , I „ �,- `r ;•. - i 1, 1 I ij I 1 , \, , 1 G J c� , _ I _ I ..- - , I 11 . • _._ , _ : , . . , A z 11, T .. . . ., ,.—_.,,...i .... t 1 , r I 1 a % , 't i ..I ., , , • \ i. \ . ,� �' ��.:.:7_.-5:-: ,1 = L_ —.;� :i POOL-LEVEL 02 N - , 27'- ,, i , . , ? \,\ �p .. I �� 1 7....... f� � '9 4 01 5 i ,1 , , Vii.-_x: 4 F . , ` , �. } >i i............. 1�;, I , , N ; ..._ DECK' I ,. - 1 Z_:' I �� 1 r'ii - I ,� i 108 � I 113 i h ti t� 7 'i, \ _ , , t' Project Name _ , . , t a , � 1 , . „ , , , i t r7- �:l GARAGE,` - ,} DENCE ,x+ , \ PRIVATE RES , , • 110 \� S i I ,'' r? - ... .. . �. i ,. "i -- r, 1 l t"` • i " i�/ , ._ y 1 r' G F •, r , 1� t �� l I Project Number x / I'll ;' ..�: f -t LEVEL 01 OIL . _ " , Q , , , G ° A . //. / / 20012 A ` A _._ �,, A �: _. , . ° A ° - ° _ r . _ �; I 1 . 17 10 3/4 r ; n ° r:: ° ° . LEVEL 1 , -, I I iI i I I — I— I— —I — �� _ — . _ =I 1 I 1 1 ( ( � I I 1 I I= , , sToaAc� ` \, — _ - — — — — Description i I I I i i - I I -I I I- 11-1 -I I- = _ = x Ep — _ _ = 002 t�� I r _ = BUILDING SECTIONS — — — -I IRA »>� — I ,,ki — _ — — — — i= ! _ _ 003 — I= �' I I I —__ --- Scale , 11 ' I _ I — �, — _= 111 — 1/4" = 1'-Orr - - --_ --- — ! - �� .,,—_! — — I — I I _ LEVEL 00 ,{ ,; OgL ummmumam —III I —III 71 I =1 I—III— 1-1 11= — 11ill_ I I 11'-51/2° + ,', I 1 1 1—I I i 1 --i I .; ;': ;,: _ =1 = I -i - I I=� I-III i I ► � = 1.- ►=I i= i= _ _ _ - I=III-1 I-1 I=1 I I=1 =1 1= I I- ,,t a ' ,' J,,: h;`,, •': L I. I2 BUILDING SECTION TRANSVERSE B 00,'I , 1/4" = 1'-011 �, 'i,t `� ' © 2018 SEAN MADIGAN +', ' ,; , EADropbox\Madi'gan Chi Architecture\01_Projects\20012 36581 Route 48 - Steve Guddat\01 Models\20012 36581 Route 48 VE.rvt <<: 77\77-777,7,7- STEVE G U D DA T & TORREY ACRIICE &WATER SHEILD (GCP) R23 EXTERIOR BATT INSULATION i� \� ��'::• \' -� ''<��' • ' aSCHEDULED FLOOR FINISH EXTERIOR PLYWOOD SHEATHING POSITIVE LAP OVER FLASHING. (ROCKWOOL COMFORT BATT) , R30 EXTERIOR BATT INSULATION SCHEDULED WOOD RAINSCREEN CLADDING PRIVATE FLASHING WITH DRIP EDGE. PLYWOOD SUBFLOOR , , (ROCKWOOL COMFORT BATT) LEVEL 02 29'-2 RESIDENCE .'. FLOOR JOISTS SCHEDULED COPPER GUTTER CEILING JOISTS SEE STRUCTURAL DWGS LIQUID APPLIED WEATHER BARRIER WITH EXPOSED BRACKETS (GCP PERM-A-BARRIER VPO) 36581 ROUTE 48 R30 BATT INSULATION ' SCHEDULED SOFFIT &WOOD FASCIA BATT INSULATION BETWEEN JOISTS (ROCK WOOL COMFORT BATT) ROOF (ROCKWOOL SAFE N SOUND) SCHEDULED WOOD RAINSCREEN BATTENS P ECO N I C, NY 11958 SCHEDULED MILLWORK HEAD SCHEDULED WOOD RAINSCREEN SOFFIT SCHEDULED WOOD RAINSCREEN BATTENS SCHEDULED WINDOW TREATMENTS ' LIQUID APPLIED WEATHER BARRIER \ SCHEDULED WOOD RAINSCREEN CLADDING i R23 BATT INSULATION (GCP PERM-A-BARRIER VPO) POSITIVE LAP OF WEATHER BARRIER OVER ARCHITECT , , . .. :�•'. ',': (ROCK WOOL COMFORT BATT) SCHEDULED WOOD RAINSCREEN CLADDING SCHEDULED HEADER FLASHING Sean Q. Madigan, AIA 1 i ARCHITECT ' � POSITIVE LAP OF WEATHER BARRIER OVER SEE STRUCTURAL DWGS COPPER HEAD FLASHING DRIP EDGE ARC H ITECT 42 School Street SCHEDULED HEADER ! FLASHING Hampton Bays NY 11946 SCHEDULED INTERIOR - SEALANT& BACKER ROD SEE STRUCTURAL DWGS +1 (631) 258-4749 ;h'•,''' ; ;;, ,; COPPER HEAD FLASHING DRIP EDGE WALL FINISH SCHEDULED INTERIOR WALL FINISH SCHEDULED INTERIOR WINDOW TRIM PEEL& STICK TRANSITION MEMBRANE (GCP) STRUCTURAL ENGINEER SEALANT& BACKER ROD SCHEDULED INTERIOR WINDOW TRIM SCHEDULED WINDOW SCHEDULED WOOD WINDOW TRIM PEEL & STICK TRANSITION MEMBRANE (GCP) Dilandro Andrews Engineering, DILANDRO ANDREWS PLLC SCHEDULED WINDOW SCHEDULED WOOD WINDOW TRIM 158 County Road 39, Suite 10 Southampton NY 11968 n SECTION DETAIL - OPERABLE WINDOW HEAD & ROOF EVE - LEVEL 02 n SECTION DETAIL - OPERABLE WINDOW HEAD - LEVEL 01 (631) 259-3959 11'/2"" 1/2" = 1'-011 SCHEDULED KITCHEN FAUCET - SCHEDULED INTERIOR WINDOW TRIM SCHEDULED WINDOW SCHEDULED INTERIOR WINDOW TRIM FLASHING BACK DAM 1 SCHEDULED WINDOW WITH SEALANT& BACKER ROD A-780 FLASHING BACK DAM SCHEDULED WOOD WINDOW TRIM SCHEDULED WOOD WINDOW TRIM Date Issue Description By Check WITH SEALANT& BACKER ROD (SLOPED AWAY) SCHEDULED WOOD WINDOW SILL 1� 12113/21 ISSUE FOR BID SQM SQM SCHEDULED WOOD WINDOW SILLCOPPER SILL FLASHING DRIP EDGE SCHEDULED STONE BACKSPLASH ; 09/01122 ISSUE FOR BID SQM SQM (SLOPED AWAY) t;.�;:, <: ,='ti .:;r::;<:;�' :,;�: ;.:'�',': ,; ;:4;:; :,; �, „• ,� COPPER SILL FLASHING DRIP EDGE 09111123 ISSUE FOR PERMIT SQM SQM PEEL & STICK it PEEL & STICK TRANSITION MEMBRANE (GCP) 1 1/2" TRANSITION MEMBRANE (GCP) SCHEDULED INTERIOR WALL FINISH SCHEDULED INTERIOR WALL FINISH , POSITIVE LAP OF TRANSITION MEMBRANE POSITIVE LAP OF TRANSITION MEMBRANE R23 EXTERIOR BATT INSULATION OVER WEATHER BARRIER N R23 EXTERIOR BATT INSULATION OVER WEATHER BARRIER (ROCKWOOL COMFORT BATT) LIQUID APPLIED WEATHER BARRIER (ROCK'WOOL COMFORT BATT) LIQUID APPLIED WEATHER BARRIER (GCP PERM-A-BARRIER VPO) (GCP PERM-A-BARRIER VPO) _ SCHEDULED WOOD RAINSCREEN BATTEN MILLWORK BELOW COUNTERTOP SCHEDULED WOOD RAINSCREEN BATTENS EF o2 ` SCHEDULED WOOD RAINSCREEN CLADDING SCHEDULED FLUSH BASEBOARD MSCHEDULED WOOD RAINSCREEN CLADDING LEVE291 21. 3 314"l �1 5/84 SECTION DETAIL - OPERABLE WINDOW SILL - LEVEL 02 - n SECTION DETAIL - OPERABLE WINDOW SILL - LEVEL 01 1/2" = 1'-011 SCHEDULED SHINGLE ROOFING EXTERIOR PLYWOOD SHEATHING _ LEVEL02All R23 EXTERIOR BATT INSULATION 29'-2.. VERTICAL & HORIZONTAL SCHEDULED FLOOR FINISH (ROCKWOOL COMFORT GATT) SCHEDULED WOOD RAINSCREEN CLADDING PRESSURE TREATED LATH ll 13 CLOSED CELL SPRAY FOAM SCHEDULED WOOD RAINSCREEN BATTEN ' ! PLYWOOD SUBFLOOR INSULATION PROSEAL WITH CANTED TOP EDGE & NYLON SPACERS ICE &WATER SHEILD (GCP) ( ) SCHEDULED INTERIOR CEILING FINISH LEVEL 01 ' - - - - — R30 BATT INSULATION - 20 4 3/4 FLASHING WITH DRIP EDGE. (ROCK WOOL COMFORT BATT) FLOOR JOISTS RIM JOIST SEE STRUCTURAL DWGS DECK LEDGER BOARD '•,'., ,'' SCHEDULED COPPER GUTTER BATT INSULATION BETWEEN JOISTS WITH EXPOSED BRACKETS - - (ROCKWOOL SAFE N SOUND) - LI UID APPLIED WEA �. , SCHEDULED WOOD SOFFIT& FASCIA SCHEDULED HEADER (GCP PERM-A-BARRIER VPO ) ; ':..• SEE STRUCTURAL DWGS POSITIVE LAP F WEATHER BARRIER .,.r: r•.�,,. , POS 0 .;t::. _.,:. ..•, ..�.. �. '°° ..��.... �,.�. �` , PRESSURE T : ,.;;�.:_�. :• ,\: ,. ,� ::�� �•.: REATED LUMBER SILL PLATE OVER FLASHING SCHEDULED INTERIOR WALL FINISH ,..e•t �.;r::": < " 'T SCHEDULED WOOD DOOR TRIM COPPER HEAD FLASHING DRIP EDGE REINFORCED CONCRETE FOUNDATION ��y`t' ';;:;•;i.,' ' I'' `;'" ';r' + �• . F SCHEDULED INTERIOR DOOR TRIM ;.;r';., COPPER SILL FLASHING DRIP EDGE Seal/Signature SEALANT& BACKER ROD % WALL, REFERENCE STRUCTURAL DWGS :'. , •. ...,r,..,°'.:_ PEEL& STICK TRANSITION MEMBRANE (GCP) SCHEDULED SLIDING GLASS DOORS 's>=. t.,'q; FIBRED ASPHALT DAMPPROOFING ` An I (HENRY 789) 01 • <r✓ �iP �,r� � C� t 7 SECTION DETAIL - SLIDING DOOR HEAD & EVE - LEVEL 01 2 SECTION DETAIL - FOUNDATION SILL PLATE - LEVEL 01 ' 1 1/211 = 1'-011 1 1/211 = 1'-011 PPEL & STICK SILL FLASHING : 04.0 1) O� SILL FLASHING WITH SEALANT AT BACK DAM OF IN k.,,,',,;._.::>;,:<..�..; —! 1 Pro ect Name SCHEDULED EXTERIOR 1x6 DECK BOARDS SCHEDULED FLOOR FINISH � � l ; PRIVATE RESIDENCE PLYWOOD SUBFLOOR `' 1 ' FIBRED ASPHALT DAMPPROOFING PRESSURE TREATED DECK JOISTS, ti , _— ;s�;:; :4<:;,; —� I —_ I—I — I (HENRY 789 y...... ) SEE STRUCT DWGS LEVEL 01 REINFORCED CONCRETE FOUNDATION `�``�=�4'�k�:a «�:::'�':��; - - - - _ WALL, REFERENCE STRUCTURAL DWGS — — — Y( DRAINAGE T ,D ' EXPANSION JOINT Project Number PRESURE T 20012 REINFORCED CONCRETE BASEMENT ' `=° 4` , r•+ _ = GEOTEXTILE FABRIC AL DWGS {;x t n ttit - FLOOR SLAB, SEE STRUCTURAL DWGS - ,.,, ;". _ — _ LEVEL 00 'st';;,x•i :;(., .ii•i�::i':.6r;,is+;, .;;:-�, .5- 11'-51/2� POLYETHYLENE VAPOR BARRIER - :k-•: - LIQUID ID APPLIED WEATHER BARRIER R ,2. ' Description on CANT HIGH CAPACITY XPS FOAMBOARD INSULATION — EXTERIOR SECTI _ ON DETAILS BETWEEN JOISTS ,. (GCP PERM-A-BARRIER BATT INSULATION ,-• �'' ' :p : •},?;•s;- �;. :._: , - - Vit.,- •:d�. . ti...Y S�:-;+` .... f ti�i ROCKWOOL SAFE N SOUND r�;.,.� .R .;� ( ) `:;; :?:�=<-�:;: > .r:i �> �k� •:-*?:, — GRAVEL FILL, NO FINES .t .�.p+....::i :.f. .:,Y. T:y ;4'',N`.,x.1j'Z ,'y, =,.•y+.i•':r;.;y;r:^C..i __ , RIM JOIST �:�s--' - � GRAVEL FILL CAPILLARY BREAK NO FINES '4 R13 CLOSED CELL SPRAY FOAM ''�a P P 'j:. .:�•,i:•%. 7'%..,.?.Oxy-: r` :�•=a •.y�: -• -� '�•� - CORRELATED PEFFORATED DRAINAGE:,a •..-:.:.•... n;�.<�:,��.:�. :,,E �..': a'; - (NAGE PIPE . > ..',;. _ INSULATION PROSEAL Scalei ILL FLASHING DRIP EDGE REINFORCED CONCRETE FOUNDATION ;.. ...:...:......;_., :.:•:: ; P _ PRESSURE TREADED SILL PLATE .,,w `'�<''� I I 11/2" = 1'-0" FOOTING, SEE STRUCTURAL DWGS — COPPER SILL FLASHING TERMITE SHEILD — — — — — -_ FIBRED ASPHALT DAMPPROOFING - ;�;.�-�•�.:�:,.r..zY REINFORCED CONCRETE FOUNDATION — °;; (HENRY 789) .,:•A'e.`:,:'" '-' WALL, REFERENCE STRUCTURAL DWGS SECTION DETAIL - SLIDING DOOR SILL - LEVEL 01 SECTION DETAIL - FOUNDATION FOOTING - LEVEL 00 ri '•' 8 1 1 1/2" = 1'-0" U 1 1/211 = l'-O" © 2018 SEAN MADIGAN '£' ' ' E:\Dropbox\Madigan Chi Architecture\01_Projects\20012 36581 Route 48 - Steve Guddat\01 Models\20012 36581 Route 48 VE.rvt . - 6 g- y-�3 VI �- - - ,_\4� GENERAL NOTES r rQ _w ...: Andrews SHEATHING PANELS: Eng in e e r in 9 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE NEW YORK BUILDING 22. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT T-0" CENTERS 11. ALL CONNECTIONS USING HIGH STRENGTH BOLTS SHALL BE TESTED BY OWNERS TESTING LAB. CODE 2020. ALL WORK SHALL CONFORM TO LATEST N.Y.S. BUILDING CODE AND ALL PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR MAXIMUM, FOR ALL SLABS ABOVE GRADE. 1, SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD ("OSB"), SHALL RULES AND REGULATIONS WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON CONFORM TO U.S. PRODUCT STANDARD PS-1,AND BEAR THE APA GRADE- 12. H.S. BOLTS OR WELD SHALL BE USED IN THE FOLLOWING LOCATIONS: CANTILEVERED MEMBERS 158 County Rd. ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY 5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ONLY PLYWOOD (EACH SIDE),MEMBERS NOTED M.C.,AT MEMBERS SUPPORTING MACHINERY OR OTHER Suite 10 2. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607 OF NEW YORK AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE BE IN ACCORDANCE WITH ACI PUBLICATION 315, LATEST EDITION. SHALL BE USED ON FLOORS. MECHANICAL EQUIPMENT,AT ALL HANGER, POST, STRUT AND COLUMN CONNECTIONS,AT Southampton, N.Y. 11968 STATE BUILDING CODE 2020 ARCHITECT OR ENGINEER. MEMBERS FRAMING TO COLUMNS AND WITHIN 3'-0" OF COLUMNS. . 6. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT 2. SHEATHING PANELS FOR FLOORS, ROOF, AND WALLS SHALL BE APA RATED Office/Fax (631) 283-4271 3. THE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND 23. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, ONLY UNLESS OTHERWISE NOTED. ALL REINFORCING SHALL LAP 36 SHEATHING, EXPOSURE 1, WITH A MINIMUM SPAN INDEX RATING OF 32/16. SEE 13. WHERE A307 BOLTS ARE USED, THREADS SHALL BE DISTORTED AFTER INSTALLATION TO PREVENT Professional Seal ', PRESSURES SPECIFIED IN SECTION 1609. CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK BAR DIAMETERS MINIMUM AT SPLICES UNLESS OTHERWISE NOTED. ARCHITECTURAL PLANS FOR THICKNESS. NUTS FROM BACKING OFF. PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. OF NEw 4. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING LOADS: 7. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS (SEE SECTION 3. SHEATHING PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE GRAIN 14. ALL STEEL IS TO BE ERECTED WITH NATURAL CAMBER UNLESS OTHERWISE NOTED; KEEP ENDS OF �Q.�E NENR y Y0 24. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL BUILDING 7.7, ACI318, FOR CONDITIONS NOT NOTED)UNLESS NOTED OTHERWISE PERPENDICULAR ACROSS SUPPORTS AND CONTINUOUS OVER TWO OR MORE ALL CANTILEVERS UP AS NOTED ON DRAWINGS. A. FLOOR LIVE LOAD: 40 PSF DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY WORK. IN PLANS. SPANS. PROVIDE 1/8" SPACE BETWEEN PANEL EDGES PARALLEL TO FACE GRAIN, O - * 1/16" SPACE BETWEEN PANEL EDGES OVER SUPPORTING MEMBERS. 15. STRUCTURAL MEMBERS TO BE PAINTED WITH THE FOLLOWING PRIMER; "10-99 TNEMEC PRIMER" ~ M w B. ROOF LOADS: 25. IF ANY, CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING A. FORMED WALL 2"BACKFILL SIDE. 3/4"FRONT SIDE MODIFIED ALKYD RUST INHIBITIVE PRIMER, TNEMEC CO., INC. OR APPROVED EQUAL. (DRY FILM UTILITY LINES IN AREA OF FOUNDATION WORK AND SHALL USE HAND B. FOOTING 3" 4. FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH THICKNESS 2.9 TO 3.5 MILS) FO X97201 SNOW EXCAVATION IN AREAS OF SUSPECTED UNDER GROUND UTILITIES AND C. SLABS ON GRADE 3/4" TOP, 3"BOTTOM CONSTRUCTION ADHESIVE SUCH AS PL200, LAID IN A CONTINUOUS 1/4 INCH A9�FESS10NP- OCCUPANCY CATEGORY II SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL D. STRUCTURAL SLABS 3/4" WIDE BEAD ALONG THE MEMBER LENGTH. STEEL DECK NOTES GROUND SNOW LOAD, Pg 20 PSF REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER EXPOSURE FACTOR, Ce 1.0 INSPECTION OF HIS WORK. 8. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL 5. AT DESIGNATED SHEARWALLS,HORIZONTAL EDGES OF WALL SHEATHING I. STEEL DECK SHALL BE DESIGNED, FABRICATED,AND ERECTED IN ACCORDANCE WITH THE THERMAL FACTOR, Ct 1.0 OPENINGS, SEE DETAILS. SHALL BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE BACKING CURRENT SPECIFICATION OF THE STEEL DECK INSTITUTE. IMPORTANCE FACTOR, Is 1.0 CONCRETE NOTES FOR SPECIFIED PANEL EDGE NAILING. FLAT ROOF SNOW LOAD, Pf 20 PSF 9. WELDING OF REINFORCING BARS, ONLY WHEN PERMITTED BY THE 2. COMPOSITE FORMED STEEL FLOOR DECK TO BE 2" DEEP,20 GAGE(UNCOATED STEEL THICKNESS = 1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED STRUCTURAL ENGINEER, SHALL CONFORM TO THE AMERICAN LAMINATED VENEER LUMBER, LAMINATED STRUCTURAL LUMBER AND 0.0358"), GALVANIZED IG60 COATING),UNITED STEEL DECK TYPE LOK-FLOOR, COMPOSITE FLOOR BELOW, UNLESS OTHERWISE NOTED WELDING SOCIETY STANDARD D1.4-79; BARS SHALL CONFORM TO ASTM PARALLEL STRAND LUMBER NOTES: DECK AS MANUFACTURED BY CANAM STEEL CORPORATION, OR AN APPROVED EQUAL C. WIND DESIGN DATA: A706. ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT WIND LOADS HAVE BEEN DETERMIENED BASED ON SECTION 1609.1.1 IN USAGE 28 DAY MAX BARS HALL CONFORM TO ASTM A233, CLASS E90XX. SCHEDULED OR 1, LAMINATED VENEER LUMBER(LVL) SHALL BE"MICRO-LAM"AS 3. FORMED STEEL ROOF DECK TO BE 1-1/2" DEEP, 20 GAGE (UNCOATED STEEL THICKNESS =0.0358"). ACCORDANCE WITH ASCE 7, SECTION 6.5, METHOD 2 ANALYTICAL PROCEDURE STRENGTH AGG DETAILED REINFORCEMENT SHALL NOT BE TACK WELD FOR ANY MANUFACTURED BY WEYERHAEUSER, "G-P LAM"AS MANUFACTURED BY THE GALVANIZED (G60 COATING)., WIDE RIB, UNITED STEEL DECK "B" DECK PROFTr p ;"" (psi) SIZE REASON. GEORGIA PACIFIC CORPORATION OR"GANG-LAM"AS MANUFACTURED BY THE MANUFACTURED BY CAN!',' ' --T--',r+LC --, INCORPORATED OR ASV At-PROVED EQUAL. - OCCUPANCY CATEGORY II LOUISIANA PACIFIC CORPORATION. PARALLEL STRAND LUMBER(PSL) SHALL BE BASIC WIND SPEED (3-SECOND GUST) 140 MPH a. SLAB ON GRADE 4000 S.C. 1" 10. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD "PARALLAM"AS MANUFACTURED BY WEYERHAEUSER. LAMINATED 4. THE STEEL DECK SHALL BE SUPPLIED IN MINIMUM LENGTHS AS REQUIRED TO PROVIDE A "3-SPAN" IMPORTANCE FACTOR, Iw 1.0 b. FOUNDATIO NAND BASEMENT WALLS 4000 S.C. 1" SPECIFICATION FOR DEFORMED STEEL WIRE FOR CONCRETE STRUCTURAL LUMBER(LSL) SHALL BE"TIMBERSTRAND"AS MANUFACTURED CONDITION END CLOSURES, ROOF SUMPS, CLOSURES AT PENETRATIONS,AND ALL OTHER EXPOSURE B c. PIERS 4000 S.C. 1" REINFORCEMENT ASTM A496 WITH A MINIMUM YIELD STRENGTH OF BY WEYERHAEUSER. ACCESSORIES NECESSARY FOR A COMPLETE INSTALLATION ARE REQUIRED. INTERNAL PRESSURE COEFFICENT 0.18 e. RETAINING WALLS 4000 S.C. I" 70,000 PSI. STANDARD ASTM A615 GRADE 60 REINFORCING BARS MAY DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING ON BUILDING WALLS NOT BE SUBSTITUTED FOR DEFORMED BAR ANCHORS UNLESS 2. MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF LVL AND 5. COMPOSITE FORMED STEEL FLOOR DECK SHALL BE WELDED TO SUPPORTING STEEL WITH 5/8" (USE ZONE 4 GENERALLY:USE ZONE 5 WITHIN Y OF BUILDING WAl L CONRNERS): 2. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE PERMITTED BY THE STRUCTURAL ENGINEER. PSL MATERIAL SHALL BE AS FOLLOWS: DIAMETER PUDDLE WELDS AT 12" ON CENTER. INTERMEDIATE SIDE CONNECTIONS SHALL BE MADE SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE LVL PSL WITH#10 SELF TAPPING SCREWS OR WELDED WITH 1 1/2" LONG WELDS AT A MAXIMUM SPACING OF D. DEAD LOADS: AGGREGATE,NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM 11. PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM 6x6- W2.1 x 2.1 IN ALL FB = 2600 PSI 2900 PSI Y-0" ON CENTER. IN LIEU OF PUDDLE WELDS, POWDER ACTUATED FASTENERS HAVING THE SAME DEAD LOADS HAVE BEEN DETERMINE)BASED ON C33 AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. TOPPING SLABS UNLESS OTHERWISE NOTED. FC (PARALLEL TO GRAIN)= 2510 PSI 2900 PSI CAPACITY AS THE SPECIFIED PUDDLE WELDS, MAY BE USED. FASTENERS SHALL BE - FC PERPENDICULAR TO GRAIN) 750 PSI 750 PSI MANUFACTURED BY HILTI, INC. OR AN APPROVED EQUAL SHOP DRAWINGS SHALL BE SUBMITTED WINDOWS 13 PSF CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE 12. PROVIDE#4 AT 12" CENTERS MINIMUM,EACH WAY TOP, IN ALL FV= 285 PSI 290 PSI FOR APPROVAL TO THE ENGINEER INDICATING FASTENER DATA INCLUDING SIZE VS. STEEL DOORS 13 PSF SPECIFICATIONS AS LW OR LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR HOUSEKEEPING PADS SUPPORTING MECHANICAL EQUIPMENT E= 1,900,000 PSI 2,000,000 PSI SUBSTRATE MATERIAL,SPACING, CAPACITIES, INCLUDING DIAPHRAGM SHEAR CAPACITIES, SHALE COARSE AGGREGATE CONFORMING TO ASTM C330,NATURAL SAND AND WHETHER SHOWN ON THESE DRAWINGS OR NOT UNLESS OTHERWISE METHOD OF INSTALLATION AND PROGRAM FOR QUALITY ASSURANCE OF INSTALLATION. 5. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. SUPPORT TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. LW CONCRETE SHALL NOTED. 3, MEMBER SIZES SHOWN ON PLAN(WIDTH X DEPTH) SPECIFIED AS LVL MAY BE OF ANY CONSTRUCTION EQUIPMENT INCLUDING REINFORCING OF THE BUILDING NOT WEIGH LESS THAN 95 NOR MORE THAN 116PCF. �• CONSTRUCTED OF MULTIPLE LVL PLIES OR PSL OF THE SPECIFIED DEPTH, 6. STEEL DECK MUST BE PROTECTED BEFORE AND AFTER ERECTION AND ALL DEBRIS CLEANED FROM STRUCTURE IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. CONSTRUCTION FRAMING NOTES: FASTENED TOGETHER BY NAILING OR BOLTING AS REQUIRED. MEMBER SIZES ITS SURFACE WHERE CONCRETE WILL BE POURED OR ROOFING IS TO BE PLACED. MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOFS. LOAD 3. ALL CONCRETE SHALL BE A MINIMUM 4000 PSI @ 28 DAY TEST. FOLLOWED ONLY BY PSL MUST BE INSTALLED AS A SOLID MEMBER,NOT BUILT- SHALL NOT EXCEED DESIGN LIVE LOAD FOR EACH PARTICULAR LOAD. 1. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING UP ABREVIATIONS AND SYMBOLS 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP AT OF NEW AREAS. INSTALL AND REMOVE (AFTER COMPLETION)ALL I 6. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN THE POINT OF DISCHARGE AS FOLLOWS TEMPORARY SUPPORTS, HEADERS AND DUST SCREENS TO AB ANCHOR BOLT RJ ROOF JOIST (n ENGINEERING OF THE FORM WORK, SHORES AND RE-SHORES,AS WELL AS ITS ADEQUATELY SUSTAIN ALL LOADS. ARCH ARCHITECT RTNG RETAINING ,J CONSTRUCTION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL SUCH a. RAMPS AND SLOPING SURFACES - 3"MAXIMUM 4. MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF MEMBERS BC BOTTOM CHORD SCHED SCHEDULE ' ENGINEERING SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER LICENSED IN b. FOUNDATION CONCRETE -3"TO 6" 2. ALL WOOD FRAMING NOTED AS 2x MATERIAL TO BE DOUGLAS FIR DESIGNATED AS LSL MATERIAL SHALL BE AS FOLLOWS: BEL BELOW SECT SECTION Q THE STATE OF NEW YORK. c. ALL OTHER CONCRETE -3" TO 5" GRADE 2 OR BETTER. BM BEAM SF SQUARE FEET 1.3E LSL 1.5E LSL 1.55 LS BO BOTTOM OF SHTHG SHEATHING W 7. THE METHODS PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE 5. MIXING, TRANSPORTING AND PLACING OF CONCRETE SHALL CONFORM TO ACI 3. WOOD SILLS TO BE 1 (2 x 6)A.C.Q. LUMBER WITH 1/2" DIA. ANCHOR FB= 1700 PSI 2250 PSI 2325 PSI BP BASEPLATE SIM SIMILAR 0 RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR 301. BOLTS 12" LONG MINIMUM AT 3'-0" O.C. AND 1'-0" AWAY FROM CORNERS. FC (PARALLEL TO GRAIN)= 1400 PSI 1950 PSI 2050 PSI BOS BOTTOM OF STEEL SOG SLAB ON GRADE _J SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE FC PERPENDICULAR TO GRAIN)= 680 PSI 775 PSI 800 PSI BRCG BRACING SPEC SPECFICIATION Q INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. CONTRACTOR 6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE POURS. 4. PROVIDE DOUBLE HEADERS,AND TRIMMERS,AND FRAMING AT ALL FV= 400 PSI 400 PSI 310 PSI BRG BEARING SS STAINLESS STEEL SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS WITH STAIR OPENINGS,FLOOR OPENINGS,BATHTUBS,AND ALL POSTS AND E= 1,300,000 PSI 1,500,000 PSI 1,550,000 PSI BS BOTH SIDES STAG STAGGER W DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE, COLLAPSE, DISTORTION AND VERTICAL BULKHEADS. THE LOCATIONS OF THE CONSTRUCTION JOINTS SHALL PARTITIONS RUNNING PARALLEL TO FLOOR FRAMING. PROVIDE BW BOTH WAYS STIF STIFFENER z MISALIGNMENT ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD BE APPROVED BY THE STRUCTURAL ENGINEER. ADDITIONAL REINFORCING AT BLOCKING UNDER ALL PARTITION WALLS RUNNING PERPENDICULAR MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION C CAMBER STL STEEL w PRACTICE. CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE STRUCTURAL ENGINEER, TO JOISTS. FROM THE ENGINEER. CA COLT NIN ABOVE STRUCT STRUCTURAL � W SEE TYPICAL DETAIL. DRAWING SHOWING LOCATIONS OF CONSTRUCTION CANT CANTILEVER TO TOP OF ~ 8. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT JOINTS SHALL BE SUBMITTED BY THE GENERAL CONTRACTOR TO THE 5. BRIDGING TO BE EITHER SOLID OR 1 x 3 OR 18 GA CROSS BRIDGING& CB COLUMN BELOW TC TOP CHORD DOCUMENTS. REFER TO THE ARCHITECTURAL, MECHANICAL,ELECTRICAL AND STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. NOT TO EXCEED A MAXIMUM 8'-0" O.C. STRUCTURAL STEEL CC ..CENTER TO CENTER TEMP TENWRORARY PLUMBING DRAWINGS FOR SLEEVES, CURBS,INSERTS,ETC.NOT HEREIN INDICATED. CF CUBIC FOOT TOC TOP OF CONCRETE OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION OR DIAMETER OF 12 INCHES 7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 6. ALL NON-BEARING INTERIOR HEADERS TO BE 2 (2 x 6)UNLESS 1. STRUCTURAL STEEL MATERIALS AND WORKMANSHIP SHALL BE IN CIP CAST IN PLACE TOF TOP OF FOOTING OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OR REINFORCEMENT, UNLESS SACKS OF CEMENT PER CUBIC YARD. NO FLY ASH SHALL BE USED IN ANY OTHERWISE NOTED. ' ACCORDANCE WITH THE LATEST AISC "ALLOWABLE STRENGTH DESIGN(ASD) CL CENTERLINE TOS TOP OF STEEL OTHERWISE NOTED. THE LOCATION OF SLEEVES OR OPENINGS IN STRUCTURAL CONCRETE. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED AIR CONTENT SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". COL: COLUMN TOW TOP OF WALL MEMBERS SHALL BE SUBMITTED TO THE STRUCTURAL,ENG.NEER FOR REVIEW AND SHOULD BE 6 PERCENT WITH A TOLERANCE OF+/- 1.5 PERCENT. 7. ALL INTERIOR HEADERS SHALL BE(2) 2" x 8" UNLESS OTHERWISE CONC CONCRETE TYP TYPICAL VERIFICATION. NOTED. 2, MATERIALS: CY CUBIC YARD UON UNLESS OTHERWISE NOTED 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL DIA DIAMETER VIF VERIFY IN FIELD 9. SEE ARCHITECTURAL,DRAWINGS FOR DIMENSIONS, FLOOR ELEVATIONS, SLOPES AND SLOTS, PIPE SLEEVES, ANCHOR BOLTS, ETC. AS REQUIRED FOR MECHANICAL 8. ALL STRUCTURAL WOOD SHALL BE KEPT 2" CLEAR FROM CHIMNEYS. WIDE FLANGE SHAPES: ASTM A992 GRADE 50 DET DETAIL W/ WITH THE LOCATION OF DEPRESSED FLOOR AREAS. TRADES BEFORE CONCRETE IS POURED; THESE ITEMS ARE TO BE INSTALLED BY AMERICAN STANDARD SHAPES,ANGLES DN DOWN WP WORKING POINT GENERAL CONTRACTOR. SLOT AND SLEEVE DRAWINGS SHALL BE SUBMITTED 9. JOIST HANGER TECO CONNECTIONS REQUIRED AT ALL FLUSH PLATES AND BARS: ASTM A36 DWL DOWEL, WWR WELDED WIRE REINFORCEMENT j 10. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR TO BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW STRUCTURAL LOAD CARRYING CONDITIONS,ETC. TO BE BY AN STRUCTURAL STEEL TUBING, EF EACH FACE STARTING WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE AND VERIFICATION. APPROVED MANUFACTURER FOR FLUSH STRUCTURAL FRAMING. RECTANGULAR AND SQUARE ASTM A500. GRADE B (FY=46KSI) EOS EDGE OF SLAB PLANS AND MAKE WORK COMPLY WITH THE SAME. WHEN IN CONTACT WITH A.C.Q. USE NEW DOUBLE DIP GALVANIZED BOLTS ASTM 325 EP EMBEDDED PATE 9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON FRAMING HARDWARE.. ANCHOR RODS ASTM F1554, GRADE 36 EQ EQUAL, 11. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO PLANS AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED. WELDING ELECTRODE ASTM E70XX,LOW HYDROGEN EX EXISTING CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. 10. FRAMING CONNECTIONS FROM EXTERIOR WALL TO ROOF ARE TO BE SHEAR CONNECTORS 3/4" 0 ASTM A-108 F FOOTING 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO TIED WITH FRAME CONNECTIONS. FDN FOUNDATION 12. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SC��LED DIMENSIONS. THE SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS 3. ALL BEAMS AND GIRDERS SHALL BE PROVIDED WITH FLEXIBLE SHEAR FIN FINISH OTHERWISE SHOWN. 11. ALL BEAMS MUST HAVE SOLID BEARING TO FOUNDATION, (REFER TO CONNECTIONS EQUAL IN VALUE TO THE LOADS SHOWN ON THE AISC SAFE LOAD FJ FLOOR JOIST ' 13. THE GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH CONSTRUCTION DETAILS). TABLES PLUS THE PERCENTAGE LISTED BELOW,UNLESS OTHERWISE NOTED. FLG FLANGE ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE ARCHITECT 11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE DIAMETER a. ALL BEAMS WITHOUT STUD SHEAR CONNECTORS =+ 35% FRMG FRAMING PRIOR TO FABRICATION OR INSTALLING STRUCTURAL,MEMBERS. LARGER THAN 1/3 THE SLAB THICKNESS AND SHALL NOT BE SPACED CLOSER 12. ALL HEADERS EXCEEDING T-0" SHALL HAVE A DOUBLE JACK STUD b. ALL GIRDERS WITHOUT STUD SHEAR CONNECTORS =+ 35% FT FEET' THAN THEIR DIAMETERS ON CENTER. ALUMINUM CONDUITS SHALL NOT BE WITH A DOUBLE KING STUD AND A DOUBLE SILL PLATE. c. ALL BEAMS WITH STUD SHEAR CONNECTORS =+ 65% FTG FOOTING 14. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY PLACED IN CONCRETE. d. ALL GIRDERS WITH STUD SHEAR CONNECTORS =+65% GALV GALVANIZED CONTRACTOR, SUB-CONTRACTOR, ERECTOR,FABRICATOR, MATERIAL SUPPLIER, ETC. 13. 'ACQ'DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED GLB GLUE-LAMINATED BEAM IN LIEU OF PREPARATION OF SHOP DRAWINGS, SIGNIFIES HIS ACCEPTANCE OF ALL 12. NO ALUMINUM SHALL BE CAST IN CONCRETE. WOOD STANDARDS AND SHALL TAKE THE PLACE OF 'CCA'. THESE REQUIREMENTS SHALL BE ADJUSTED AS NECESSARY FOR MEMBERS GR GRADE INFORMATION SHOWN HERE ON AS CORRECT AND OBLIGATES HIMSELF TO ANY JOB THAT SUPPORT OTHER BEAMS. THIS PROVISION MAY BE REDUCED ONLY WHERE HDR HEADER ,'I- ON. REAL OR IMPLIED, ARISING DUE TO ANY ERRORS THAT MAY OCCUR HERE 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 14. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD SPECIFICALLY PERMITTED BY THE STRUCTURAL ENGINEER. CONNECTIONS HGR HANGER ON. WORK SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING SHALL BE DESIGNED TO DEVELOP A MINIMUM END REACTION OF 6.0 KIPS. USE A HORIZ HORIZONTAL 0 DRAWINGS. AND FLOOR LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND MINIMUM OF 2 BOLTS FOR ALL BOLTED CONNECTIONS. HSB HIGH STRENGTH BOLT Q 00 15. ALL CODES, COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS,ETC. REFERRED HORIZONTAL. IN INCH Lo TO IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE PROJECT 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO 4. THE USE OF THE CUTTING TORCH IN THE FIELD WILL NOT BE PERMITTED. INFO INFORMATION O M SPECIFICATIONS INCLUDE ALL AMENDMENTS, SUPPLEMENTS AND ADDENDA IN REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING DIMENSIONED WOOD FRAMING NOTES: JST JOIST r' FORCE AT THE DATE OF THESE DOCUMENTS. SUBMISSION OF CONCRETE TEST MIXES. 5, ENDS OF BEAMS AND WEBS SHALL BE REINFORCED WHERE CUTS OR COPES K KIP >- � I. THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE REDUCE STRENGTH BELOW REQUIRED VALUES. KSF KIP PER SQUARE FOOT F- >_ 16. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS GRADED AS FOLLOWS: LB LAG BOLT z Z ARCHITECT OR ENGINEER WILL NEGATE THE CERTIFICATION OF THESE PLANS. CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. 6. WHERE MILLED STIFFENERS ARE REQUIRED, THERE SHALL BE NO WELD PLACED LL LIVE LOAD JOISTS, RAFTERS AND STUDS: AT THE MILLED SURFACES (EXCEPT FOR TACK WELDS OR WHERE SHOWN LLH LONG LEG HORIZONTAL O U 17. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH DOUGLAS FIR-LARCH OR DOUGLAS FIR-LARCH(NORTH), NO. 2. OTHERWISE). NO WELD SHALL BE PLACED IN CLIPPED CORNERS OF STIFFENERS. LWC LIGHTWEIGHT CONCRETE THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND` REINFORCING STEEL FB (BASE) = 850 PSI LVL LAMINATED VENEER LUMBER • U z NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS FV(BASE)= 180 PSI 7. ALL WELDING SHALL BE SUBJECT TO INSPECTION AND SHALL BE IN MAX MAXIMUM U O PROCEDURE AND CONTINUE WITH WORK, HE SHALL ASSUME ALL RESPONSIBILITY 1. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM E(BASE) = 1,600,000 PSI ACCORDANCE WITH THE LATEST MANUALS OF THE AMERICAN WELDING MC MOMENT CONNECTION w CO U AND LIABILITY THEREFROM. SPECIFICATION OF DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE SOCIETY.NO WELD SHALL START UNLESS AN INSPECTOR ENGAGED BY THE MIN MINIMUM p L� REINFORCEMENT,ASTM A615, STANDARD SPECIFICATION FOR EPDXY-COATED OWNER IS PRESENT (IN THE SHOP AND IN THE FIELD). SHOP DRAWINGS NTS NOT TO SCALE � C0 w 18. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL CODES, STEEL REINFORCING BARS, ASTM A775, STANDARD SPECIFICATION FOR 2. THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR APPROVED BY THE STRUCTURAL ENGINEER WITH HIS STAMP OF APPROVAL OR NWC NORN/IAI,WEIGHT CONCRETE a M a' ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL ARRANGE FOR ALL FABRICATION AND JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCING CONNECTIONS IS BASED ON THE LUMBER HAVING A MOISTURE AS NOTED SHALL BE PROVIDED TO THE INSPECTION AGENCY. ALL WELDING IS OC ON CENTER NECESSARY PERMITS AND INSPECTIONS INCLUDING THE CERTIFICATE OF BARS,ASTM D3963, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL WIRE CONTENT AT THE TIME OF INSTALLATION OF 19% OR LESS. TO BE DONE BY WELDERS LICENSED IN ACCORDANCE WITH ALL REQUIREMENTS P/C PRECAST OCCUPANCY. AND WELDED WIRE REINFORCEMENT, ASTM A884. DETAILING OF OF THE NEW YORK STATE BUILDING CODE,AND THE RULES AND REGULATIONS PAF POWDER ACTUATED FASTENER Revisions REINFORCEMENT,ASTM A615. DETAILING OF REINFORCING STEEL SHALL 3. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH"CROWN"UP (I.E. OF THE BOARD OF STANDARDS AND APPEALS. PCF POUNDS PER CUBIC FOOT No. Date. Description 19. WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED ABOVE CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. POSITIVE CAMBER)AND WITHIN 1/2 INCH OF STRAIGHT, END-TO-END PL PLATE 1 08/11/2023 Dormer Rev AND OTHER CODES,PUBLICATIONS, SPECIFICATIONS AND DRAWINGS CITED HEREIN, ALIGNMENT. 8. WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED AND/OR WHERE NOTED PLF POUNDS PER LINEAR FOOT 2 09/11/2023 Permit Set THE REQUIREMENTS OF THE MORE STRINGENT ITEM SHALL GOVERN. 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A185 (70,000 PSI M.C. ON DRAWINGS, THE CONNECTION SHALL BE MADE TO DEVELOP THE FULL PLWD PLYWOOD MINIMUM)AND SHALL BE SUPPLIED IN FLAT SHEETS. ALL WELDING WIRE FABRIC 4. SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, ETC.) STRENGTH OF THE SECTION. SUCH CONNECTIONS SHALL NOT INTERFERE WITH PSF POUNDS PER SQUARE FOOT 20. ANY SUBSTITUTIONS OR ALTERNATES (DETAILS, MEMBERS, ETC.)MAY BE USED IF SHALL BE LAPPED TWO (2)FULL MESH PANELS ATE ENDS AND SIDES AND TIED LUMBER SHALL NOT BE USED. ANY ARCHITECTURAL OR MECHANICAL CLEARANCES. PSI POUNDS PER SQUARE INCH SUCH SUBSTITUTION OR ALTERNATES ARE SUBMITTED TO THE ENGINEER FOR SECURELY, UNLESS OTHERWISE NOTED. PSL PARALLEL STRAND LUMBER ¢_€. .^,G _ REVIEW AND ACCEPTANCE IS GRANTED; HOWEVER THE ENGINEER SHALL BE THE 5. NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR 9. SUBMIT SHOP DRAWINGS ERECTION PLANS WORK PROCEDURES AND RF ROOF1"2`,.,, ' v,`' '` ' _. ` . .. €• " '. g 3 € SOLE JUDGE OF ACCEPTABILITY. IN ANY EVENT, THE CONTRACTOR SHALL BE 3. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE RAFTERS SHALL NOT EXCEED ONE-SIXTH THE MEMBER DEPTH AND QUALIFICATIONS TO THE STRUCTURAL ENGINEER FOR APPROVAL. RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATES AND SUBSTITUTIONS WHICH SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED FOR SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. END Designed By: STB HE PROPOSES. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CHANGES EARTH BEARING AT A MAXIMUM OF 4'-0" ON CENTER IN EACH DIRECTION. DEPTH NOTCHES SHALL NOT EXCEED ONE-FOURTH THE MEMBER DEPTH. 10. FULL PENETRATION GROOVE WELDS ARE TO BE ULTRASONICALLY TESTED. Drawn By: STB WITHOUT NOTIFICATION. OF SUPPORT SHALL PROVIDE FOR 3/4"TOP COVER TO REINFORCING UNLESS BORED HOLES SHALL NOT BE WITHIN TWO INCHES OF THE TOP AND Checked By: AA OTHERWISE NOTED. BOTTOM OF THE MEMBER AND THEIR DIAMETER SHALL NOT EXCEED ONE-THIRD THE MEMBER DEPTH UNLESS OTHERWISE NOTED ON 1 . � a x' Baa§•!.€'•�`' .�...„,m, . *.,..r.>>• " fr<'x.ss': 21. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE PLANS. ,. _ `'::° ::;=11°A'e: a; F' DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR A COMPLETE Date: 08/17/2021 JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR MATERIALS AND/OR Scale: 3/4" = 1'-0" LABOR REQUIRED TO COMPLETE THE WORK,AS INDICATED. GENERAL DETAILS - - - - - - - - - - - - - - . - - ` '.. . - . 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MINIMUM WOOD POST TO BE (2)-2X POST FOR 2x6 WALLS AND (3)-2X POST FOR 2x4 WALLS [-X'- "] - INDICATES BOTTOM OF U z 0 O FOOTING EL. FROM DATUM U 2. ALL WOOD FRAME CONNECTIONS NOT BEARING TYP CONNECTIONS CO CO ARE TO HAVE A SIMPSON FACEMOUNT HANGER SIZED TO FIT COLUMN/POST 0 (, j CONNECTING MEMBERS. BEAM MATERIAL BEAM SIZE ® ® -INDICATES POST/COLUMN BELOW - INDICATES 0- C`7 n SPAN DIRECTION ® ® - INDICATES POST/COLUMN ABOVE/BELOW FOUNDATION SHELF 3. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING RAFTER PITCH EXTENTS OF BETWEEN JOISTS AND BE INSTALLED PER MANUFACTURER'S ❑ ❑ - INDICATES POST/COLUMN ABOVE DIRECTION (3 \FRAMING Revisions RECOMMENDATIONS �' ° No. Date. Description (2)-1 3/4x 11 g LVL ALL WOOD POSTS TO BE(2)-2X MIN. -S.F. - INDICATES STEPPED ■370 2B-1 `� I ALL STEEL COLUMNS TO BE HSS5x5x3/8 MIN. FOOTING 1 08/11/2023 Dormer Rev 4. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. BEAM END REACTION �� (LBS-WOOD) COLUMN JOIST/RAFTER 2 09/11/2023 Permit Set (KIPS-STEEL) OVER BEAM � TYPE. &SPACING '� 5. INDICATES LOAD BEARING WALL INDICATES 8" SONOTUBE BEAM NUMBER HEADER SCHEDULE / W/ BF20 BIG FOOT FOOTING 6. INDICATES CONCRETE WALL H-1 -INDICATES HEADER TO BE (2)- 1 3/4x7 1/4" LVL 4 ° ,...:..1�.� BEAMS/HEADERS JOIST/ RAFTERS H-2 -INDICATES HEADER TO BE(2)- 1 3/4x9 1/4" LVL H-3 -INDICATES HEADER TO BE (2)- 1 3/4x11 7/8" LVL NOTES: Designed By: STB j FRAMING LEGEND Drawn By: STB 1. SLAB ON GRADE INDICATES CONCRETE SLAB W/WWF 4X4 2.1X2.1 Checked By: AA REINFORCEMENT 1.�f4ieb `. Date: 08/17/2021 Scale: 1/411 = 1'-0" FOUNDATION PLAN S0 100 - - _ .. - - - _ _ _ _ _ _ _ _ - - _ _ _ _ _ _ _ _ _ _ _ _ - - - _ - } - Sheet - - - - -- - - - - . - - - - - - - - - - - - - - - - - - - - - - - - - x' - - - - - - - m , I i ° DiLanc ro I Andrews Engineering I 158 County Rd. 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PROVIDE THICK 0 2 PLYWOOD W/BLOCKING AT HORIZONTAL JOINTS. PANEL EDGE < co NAILING TO BE 10d NAILS AT 6"o.c. SIMPSON 0 Lo HOLDOWNS ARE TO BE LOCATED AT ENDS OF EACH SHEAR WALL. AND INSTALLED PER TYPICAL DETAILS W.I.F."- INDICATES VERIFY IN FIELD AND CONSULT ENGINEER/ARCHITECT COLUMN/POST 61— BEAM MATERIAL Z Z 2. HID INDICATES APPROXIMATE LOCATION OF INDICATES POST/COLUMN BELOW SIMPSON HOLD DOWN BEAM SIZE SPAN DIRECTION INDICATES POST/COLUMN ABOVE I BELOW 0 0 RAFTER PITCH EXTENTS OF Ei Ei -INDICATES POST/COLUMN ABOVE FRAMING z 7 POST FOR 2x4 WALLS 3. MINIMUM WOOD POST TO BE (2)-2X POST FOR 2x6 WALLS AND(3)-2X DIRECTION (2)-1 3/4X 118 LVL Ci ALL WOOD POSTS TO BE (2)-2X MIN. 0 ■ X 0 370 2 Lu 00 T'0'*- ALL STEEL COLUMNS TO BE HSS5x5x3/8 MIN. L0 BEAM END REAC ION 4. ALL WOOD FRAME CONNECTIONS NOT BEARING TYP CONNECTIONS ) ) � —T—COLUMN 0 ARE TO HAVE A SIMPSON FACEMOUNT HANGER SIZED TO FIT (LBS-WOOD OVER JOIST RAFTER 0� (.0 W (KIPS-STEEL) TYPE. &SPACING CL Q„_ CONNECTINGMEMBERS. BEAM NUMBER HEADER SCHEDULE 5. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BEAMS/HEADERS H-1 - INDICATES HEADER TO BE(2)- 1 3/4x7 1/4" LVL Revisions BETWEEN JOISTS AND BE INSTALLED PER MANUFACTURER'S JOIST RAFTERS RECOMMENDATIONS H-2 - INDICATES HEADER TO BE(2)- 1 3/4x9 1/4" LVL No. Date. Description H-3 -INDICATES HEADER TO BE(2)- 1 3/4x11 7/8"LVL 1 08111/2023 Dormer Rev 6. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. FRAMING LEGEND 2 09/11/2023 Permit Set 7. INDICATES LOAD BEARING WALL 8. INDICATES CONCRETE WALL Designed By: STB Drawn By: STB Checked By: AA ............ 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W CO r 1 AND INSTALLED PER TYPICAL DETAILS W.I.F."-INDICATES VERIFY IN Q W FIELD AND CONSULT ENGINEER/ARCHITECT i1 � 2. AHD INDICATES APPROXIMATE LOCATION OF COLUMN/POST 1 SIMPSON HOLD DOWN BEAM MATERIAL Revisions BEAM SIZE ® � -INDICATES POST/COLUMN BELOW SPAN DIRECTION ® ® -INDICATES POST/COLUMN ABOVE/BELOW No. Date. Description 3. MINIMUM WOOD POST TO BE(2)-2X POST FOR 2x6 WALLS AND(3)-2X POST FOR 2x4 WALLS RAFTER PITCH EXTENTS OF 1 08/11/2023 Dormer Rev ❑ ❑ -INDICATES POST/COLUMN ABOVE DIRECTION q EXTENTS 2 09/11/2023 Permit Set (2)-1 3/4x 11 g LVL ALL WOOD POSTS TO BE (2)-2X MIN. 4. ALL WOOD FRAME CONNECTIONS NOT BEARING TYP CONNECTIONS 370 2B-1 N ARE TO HAVE A SIMPSON FACEMOUNT HANGER SIZED TO FIT BEAM END REACTIO� ALL STEEL COLUMNS TO BE HSS5x5x3/8 MIN. CONNECTING MEMBERS. (LBS-WOOD) COLUMN JOIST/RAFTER KIPS-STEEL OVER BEAM � .. � . ", ( ) TYPE. &SPACING >: :'" ,: i-.,3. 5. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BEAM NUMBER HEADER SCHEDULE ' <fz. ,: :,..ik:.1111_p:-!i' BETWEEN JOISTS AND BE INSTALLED PER MANUFACTURER'S H-1 - INDICATES HEADER TO BE (2)- 1 3/4x7 1/4"LVL Designed By: STB RECOMMENDATIONS BEAMS/HEADERS JOIST/RAFTERS Drawn By: STB I H-2 - INDICATES HEADER TO BE(2)- 1 3/4x9 1/4" LVL Checked By: AA 6. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. H-3 - INDICATES HEADER TO BE (2)- 1 3/4x11 7/8" LVL 1`'',.,, . .i, , ". ie < _=' ,'. � FRAMING LEGEND , ' a " . ,-i rvi 7. INDICATES LOAD BEARING WALL ;.i.';'',>. ,<•.: ,;<t;,.1111»r�,• ..�x Date: 08/17/2021 8. 0 INDICATES CONCRETE WALL Scale: 1/411 = 1'-0" i I ROOF FRAMING PLAN . . . . , . . � - . . . .-. - ... _ : - - - S� l 02 . . . - - - - - _ _ _ _ � � . - � I �' I. - - - - - - . 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Suite 10 Southampton, N.Y. 11968 Office/Fax (631) 283-4271 CONNECT ROOF BEAM TO TOP'OF POST W/ (2)-SIMPSON MTS16 TWIST STRAPS, ROOF BEAM, SEE PLAN ALTERNATE SIDES OF POST FOR SIZE AND LOCATION 1/2"0 A307 THRU-BOLT FASTENER SCHEDULE FOR STRUCTURAL MEMBERS Professional Seal W/WASHERS DESCRIPTION OF BUILDING ELEMENTS QUANTITY&TYPE SPACING OF FASTENERS QF NE CONNECT ROOF POST TO ( WOOD POST, SEE PLAN z 6" 1'-4" wY POST/STUD BLOCKING FOR SIZE ROOF FRAMING ,�P NENRy 09 BELOW W/CS16 SIMPSON a AND LOCATION _ MULTIPLE MEMBERS, RAFTER TO TOP PLATE,TOE NAILED (3)8d PER RAFTER COIL STRAP w iv o O O w SEE PLAN FOR SIZE& CEILING JOISTS TO PLATE,TOE NAILED (3)8d PER JOIST = ?� JQUANTITYCEILING JOIST TO PARALLEL RAFTERS,FACE NAILED (5)16d EACH LAP ~ w CEILING JOIST,LAPS OVER PARTITIONS,FACE NAILED (5)16d EACH LAP CONNECT TOPS OF J N COLLAR TIE TO RAFTER,FACE NAILED (3)8d PER TIE F� X97201 M BLOCKING TO RAFTER,TOE NAILED A9�FESSIONP� Z RAFTERS ON � (2)ad EACH END OPPOSITE SIDE OF � A RIM BOARD TO RAFTER,END NAILED 2 16d EACH END RIDGE W/SIMPSON WASHERS T 16UOBOLWW/ ( > LSTA30 STRAP @ ROOF RAFTERS TO RIDGE (2) @ EACH END TOE NAIL (4)16d PER RAFTER ROOF RAFTER AND ROOF FACE NAIL (3)16d PER RAFTER BLOCKING TO MATCH SHEATHING. SEE PLAN FOR WALL FRAMING WOOD POST ABOVE SIZE AND THICKNESS, CONNECT CRIPPLE TO RIDGE BEAM, SEE RESPECTIVELY,AND ARCH. TOP PLATE TO TOP PLATE,FACE NAILED 2 16d PER FOOT PLAN FOR SIZE DWGS. FOR PITCH TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS, (4)16d EACH SIDE HEADER WITH SIMPSON n MULTI MEMBER CONNECTION DETAIL FACE NAILED (2)16d 24"o.c. MTS30 TWIST STRAP `� 3/4" — 1'-O" STUD TO STUD FACE NAILED 16d 16"O.C.ALONG EDGES TOP OR SOLE PLATE TO STUD,END NAILED (2)16d/ 3)16d PER 2x4/PER 2x6 z BOTTOM PLATE TO FLOOR JOIST/BAND JOIST FACE NAILED (2)16d PER FOOT STUD TO SOLE PLATE,TOE NAILED 2 8d OR 2 16d PER FOOT CONNECT HEADER/BEAM TO POST/JACK AND KING DOUBLE TOP PLATES END NAILED (2)16d 12"O.C. �* STUD W/SIMSON STRONG 2x BLOCKING SIMSON STRONG TIE HHUS DOUBLE TOP PLATES,MINIMUM 48-INCHES OFFSET OF END (g)16d JOINTS,FACE NAIL IN LAPPED AREA TIE HH HEADER HANGER BETWEEN FACEMOUNT HANGER FOR SIMPSON STRONGTIE ]US BUILT-UP HEADER TWO PIECES WITH 1/2"SPACER 16d 16" O.C.ALONG EACH EDGE �., RAFTERS LVL GIRDER APPLICATION FACEMOUNT HANGER FOR TJI APPLICATIONCONTINUOUS HEADER TO STUD,TOE NAILED (4)8d NOTES: 2J CONNECT RAFTERS TO CONTINUOUS HEADER TO STUD,TWO PIECES 16d 16" O.C.ALONG EACH EDGE ALL STRAPS TOP OF WALL W/ FLOOR FRAMING SIMPSON INDICATED ARE TS12 TWIST STRAPS JOIST TO SILL OR GIRDER,TOE NAILED (4)8d PER JOIST TYPICAL, BRIDGING TO JOIST,TOE NAILED (2)gd EACH END UNLESS OTHERWISE LVL GIRDER SEE PLAN TJI JOIST SEE PLAN BLOCKING TO JOIST,TOE NAILED 2 8d EACH END NOTED ON PLAN BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3 16d EACH BLOCK LEDGER STRIP TO BEAM FACE-NAILED 3 16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) SIZE AND LOCATION SEE PLAN FOR (3)8d PER JOIST SEE PLANS FOR HEADER WALL SHEATHING BAND JOIST TO JOIST,END NAILED (3)16d PER JOIST GIRDER SIZE BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) (2)16d PER FOOT SOLE PLATE TO JOIST OR BLOCKING FACE NAIL (2)16d 12"O.C. STRUCTURAL PANELS 8d 12"-24"O.C. TYPICAL WOOD BEAM / POST ., TYPICAL GIRDER TO GIRDER /JOIST FASTENER SCHEDULE FOR STRUTURAL 1 STRAPPING DETAIL 2 TYPICAL ROOF STRAPPING DETAIL ,,SAIL MEMBERS 3/4" = 1'-0" 3/4" = 1'-0" U 3/4" = 1'-0" 3/4" = 1'-0" WALL SHEATHING PANEL, SEE WALL SHEATHING PANEL, SEE PLAN PLAN vJ SHEATHING PANEL EDGE SHEATHING PANEL EDGE NAILING PER NAILING NAILING PER NAILING SCHEDULE SIMPSON HOLD SHEAR WALL END POST, < SCHEDULE SIMPSON HOLD DOWNS r DOWNS AT ALL SEE SCHEDULE AT ALL SHEAR WALL END W SIMPSON A34 FRAMING ANGLE SHEAR WALL POSTS, SEE SCHEDULE CONT. TIMBERSTRAND TO SIMPSON A34 FRAMING ANGLE CONT. TIMBERSTRAND TO END POSTS, SEE Q MATCH FLOOR JOIST MATCH FLOOR JOIST SCHEDULE rr nn DEPTH DEPTH SHEAR WALL END POST, ANCHOR HOLD DOWN V SEE PLAN FOR JOIST SIZE AND TO THE TOP FLANGE z SEE PLAN FOR JOIST SIZE AND SPACING SEE SCHEDULE OF STEEL BEAM W/ ° _ SPACING NAIL BOTTOM AND 111111HIIIH111111111111) 11 THREADED ROD NAIL BOTTOM AND SHEATHING SHEATHING - ------ - - - - - - - - - - -- ----- -- - - - - -- - - - - - - - - - TO BLOCKING PER NAILING SHEATHING PANEL EDGE TO BLOCKING PER NAILING THREADED ROD II LLI SCHEDULE SHEATHING PANEL EDGE SCHEDULE NAILING PER NAILING CONNECTING NAILING PER NAILING SCHEDULE II ~ HOLD DOWNS SCHEDULE THROUGH FLOOR SEE SCHEDULE SECTION B SECTION A SHEAR WALL END POST, SEE PLAN ° STEEL BEAM, SEE PLAN SHEAR WALL END POST, SEE SCHEDULE - SIMPSON HOLD DOWNS AT 2x BOT. AND FLOOR SHEATHING. SIMPSON HOLD ALL SHEAR WALL END NAIL AND SHEATHING TO LVL DOWNS AT ALL SIMPSON HOLD DOWNS AT 2x BOT. AND FLOOR SHEATHING. POSTS, SEE PLAN BLOCKING PER NAILING SHEAR WALL ALL SHEAR WALL END NAIL AND SHEATHING TO LVL SCHEDULE ° END POSTS, SEE POSTS, SEE PLAN ° BLOCKING PER NAILING SCHEDULE (2)-2x TOP B SCHEDULE Fk SOLID LVL (2)-2x TOP p' SOLID LVL BLOCKING LVL BLOCKING BLOCKING AT FLOOR LEVELS AT STEEL BEAMS LVL BLOCKING BETWEEN I-JOISTS ( ° BETWEEN I-JOISTS ° THREADED ROD CONNECTING HOLD DOWNS THROUGH FLOOR, SEE Ea a a THREADED ROD CONNECTING HOLD PLAN DOWNS THROUGH FLOCIR, SEE SIMPSON A34 FRAMING SIMPSON HOLD DOWNS PLAN SIMPSON A34 FRAMING B ANCHOR, PROVIDE (2)- AT ALL SHEARWALL END A ANCHOR, PROVIDE (2)- SIMPSON HOLD DOWNS AT ALL SHEAR ° ANCHORS PER LVL SHEAR WALL END POST, POSTS, SEE SCHEDULE SHEAR WALL END POST, SIMPSON HOLD DOWNS AT ALL SHEAR ANCHORS PER LVL WALL END POSTS, SEE PLAN BLOCKING SEE SCHEDULE SEE SCHEDULE WALL END POSTS, SEE PLAN ° BLOCKING ANCHOR HOLD DOWN WITH 2x BLOCKING, TYP. AT ALL SEE SHEATHING PANEL LVL BEAM, SEE PLAN THREADED ROD THROUGH SIMPSON HOLD SEE SHEATHING PANEL EDGE PANEL EDGES EDGE (3)-PLY MIN. MIDDLE PLY OF LVL BEAM DOWNS AT 2x BLOCKING, TYP. AT ALL NAILING SCHEDULE ALL SHEARWALL PANEL EDGES NAILING AS PER SCHEDULE o END POSTS, SEE SHEAR WALL END POST, WALL SHEATHING SCHEDULE WALL SHEATHING SEE PLAN ° PANEL, SEE PLAN SHEAR WALL END POST, o PANEL, SEE PLAN SEE PLAN SIMPSON HOLD DOWNS P.T. SILL AT ALL SHEAR WALL END POSTS, SEE PLAN ° DRILL AND SIMPSON HOLD DOWNS ° P.T. SILL TOP OF FDN. WALL OR EPDXY ANCHOR RODS d' AT ALL SHEAR WALL END TOP OF FDN. WALL OR HAUNCH SLAB AT HOLD DOWNS POSTS, SEE PLAN HAUNCH SLAB 1/4"x 5"x 5"STEEL AT FOUNDATION Q W1 I PLATE RECESSED LEVEL, SEE DRILLED IN AND ADHESIVE Q ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. INTO LVL BEAM SCHEDULE O 00 DRILLED IN AND ADHESIVE AT FND. LEVEL, SEE PLAN SILL TO TOP OF FND. �/ ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. FOUNDATION WALL OR HAUNCH OL AT FND. LEVEL, SEE PLAN FOUNDATION SILL TO TOP OF FND. WALL SLAB, SEE PLAN AT LVL BEAMS AT FOUNDATION LEVEL WALL WALL OR HAUNCH OR HAUNCH SLAB .� OR HAUNCH SLAB SLAB, SEE PLAN Z z TYPICAL SHEAR WALL DETAIL TYPICAL SHEAR WALL DETAIL TYPICAL HOLDOWN CONNECTION O U n PERPENDICULAR TO JOISTS n PARALLEL TO JOISTS DETAILS U Z 3/4" = 1'-0" Gi LU ° (D W SHEATHING PANEL NAILING PATTERN"A" NAILING PATTERN"B" SIMPSON HOLDOWN NOTES: 0- c ANCHORAGE OF P.T. SILL DRILLED IN MARK LOCATION THICKNESS BOTH SIDES OF WALL TO TOP OF FOUNDATION WALL/ SHEATHING PANEL 2x BOT. AND FLOOR ANCHOR TO AND EPDXY END POST SCREWS 1. HOLDOWNS INDICATED ARE TO BE LOCATED AT BOTH SHEAR WALL END POSTS AND SHALL ANCHOR EDGES TO VERT. MODEL FOUNDATION/ /SOLID WOOD THE BOTTOM OF THE SHEAR WALL END POST IN ONE OF THE FOLLOWING WAYS: HAUNCH SLAB STUDS TO HORIZ. SHEATHING TO LVL WALL BELOW ANCHORED POST SIZE (MIN.) A. AT SECOND FLOOR SHEAL WALLS, PROVIDE A MATCHING HOLDOWN AT THE TOP OF THE Revisions 2X BLOCKING BLOCKING/LVL EMBEDMENT SHEAR WALL BELOW AND CONNECT THROUGH THE SECOND FLOOR WITH A THREADED ROD No. Date. Description DEPTH (MIN.) OF THE INDICATED DIAMETER. 1 08/11/2023 Dormer Rev TYR !"0x12" LONG ANCHOR „ (6)-SDS 1/4x2 B. AT FIRST FLOOR SHEAR WALLS, ANCHOR TO THE FOUNDATION WALL OR HAUNCH SLAB WITH 2 09/11/2023 Permit Set SW-01 EXTERIOR 1/2 N 6OLTS AT 4'-0"o.c. 8d AT 6 O.C. 16d AT 6 O.C. HDU2-SDS2.5 5/8 0 ATR 10 1/2/(2)-2x A THREADED ROD OF INDICATED DIAMETER. RODS SHALL BE DRILLED IN AND EPDXY ANCHORED WALL USING SIMPSON SET EPDXY ANCHORING SYSTEM WITHT THE INDICATED EMEDMENT DEPTH. EXTERIOR WALL SCHEDULE AND NOTES 3/4" = 1'-0" Designed By: STB Drawn By: STB Checked By: AA Date: 08/17/2021 Scale: 3/4" = 1'-0" FRAMING DETAILS S -' 200 7,- - - - - - - - - - - - - - - = - - - - - -- - - - - - ---- - - - - - - - - - - - - _ t - a- _ ' cc1lee '+7 •y, r 7�m 11 4 s _ _ _ _ _ .. _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ .r n T a ..� -.._,..w...._.._..n-.. •... �•:5..•. �-.-+,.stir - ';i'3•.�^J` _ - _._nz"Y i DiL ndro wry, Andrews #5 DOWEL @12 O.C.TYP Engineering _ HILTI HIT-200+ HAS CONNECT P.T. PLATE TO z U) FOUNDATION SHELF W/ F- a 1/2"Ox9"LONG ANCHOR co O BOLTS AT 3'-0"o.c. 158 County Rd. X a Suite 10 Southampton, N.Y. 11968 FLOOR FRAMING, SEE PLAN 1/2" PREFORMED Office/Fax (631) 283-4271 i EXPANSION MATERIAL Professional Seal z � ��OF NERVY • � C) �Q. NENRy 0. SLAB ON GRADE, (2)-C NT. #5 TOP AND PROVIDE(2)-3/8"STIFFENERS , - SEE PLAN FOR • BOTTOM (ONE EACH SIDE)AT ALL REINF. I a m W 0'-4"SHELF GIRDER BE POCKETS STEAM BEAM, (2)-#5 CONT. TOP AND BOTTOM e SEE PLAN FOR SIZE _ FpA �97201 — CONNECT P.T. PLATE TO AND LOCATION #5 DOWEL AT 12"o.c. a RpFESS10NP e e • FOUNDATION SHELF W/ 2x4 KEY f 0x9" LONG ANCHOR AFTER BEAM IS INSTALLED ,d 9 •. BOLTS AT 3'-0"o.c. FILL POCKET SOLID FOOTING WITH CONCRETE #5 AT 18"o.c. HORIZONTAL 3� (3)-#5 CONT. BOTTOM OF FOOTIN BEARING POCKET DEPTH 1 X a o - #5 VERTICAL BAR AT 16"o.c. X BEAM WIDTH +6"W/(2)-5/8" 0 #5 HORIZONTAL BAR @ 12"o.c be` A36 THIRD. RODS X 8" LONG W/ ' #5 DOWEL AT 16" o.c. W/0'-8" HOOK STD. HOOK o e P LAP 48 BAR DIAMETERS WITH (D U) #5 DOWEL @ 12"O.C. TYP - Z O HILTI HIT-200+ HAS VERITCAL BARS 2"MAX SHRINK GROUT � 0- LO 2x4 KEY Section 5 w °- n FOUNDATION WALL 3/4" - 1'-0" x x x x 1"TYP. • 2" PREFORMED EXPANSION 1/4 • • MATERIAL 5 5 1 (3)-#5 CONT 4"TYP. TYP. LAP TYP. LAP �L4 SEE NOTE 1 SEE NOTE 1 BOTTOM OF FOOTING 0'-6" 0'-8" ->01-6-v #5 CONT HORIZONTAL BAR @ 12"o.c. EL. = SEE PLAN NOTE: @ 8"WALL DEPTH, PROVIDE FULL DEPTH POCKET V-8" AND FILL WITH GROUT UPON INSTALLATION OF BEAM TYPICAL FOUNDATION WALL AT SHELF CORNER BAR SIZE AND DETAIL 2 BEAM POCKET DETAIL — 3/4" = 1'-0" 3/4" = 1'-0" SPACING TO MATCH HORIZ. REINF. j 011 WALL ADD CONCRETE TY U) F-- T ical Foundation Dowel Detail W SLAB ON GRADE, SEE PLAN 3 1 1/2" = 1'-0" AT CORNERS FOR REINFORCEMENT AT INTERSECTIONS z O CONNECT P.T. PLATE TO II-111=I " " " " " FOUNDATION SHELF W/ -III=III Second Pour First Pour �- 1/2"Ox9" LONG ANCHOR TYP, LAP BOLTS AT 3'-0"o.c. SEE NOTE 1 PROVIDE 1"V GROOVE ON EXPOSV- C) SEE NOTE 3, 4 AND 7 Q cn Z • • FACE OF WALL AT JOINT. SEE NO 00 L CONSTRUCTION JOINT, 6z Z w #5 DOWEL AT 18"o.c.W/ 1/2" PREFORMED � � 0'-10" HOOK CENTER 2x4 KEY ON WALL SHRINKAGE CRACK Lij EXPANSION MATERIAL o O CONT.#5 HORIZONTAL _ ~ �- (2)-TOP AND BOTTOM SLAB ON GRADE, E- SEE PLAN FOR 2x4 KEY - REINF. • 5 HORIZONTAL @ 18"o.c. • • • PIER, IF REQUIRED (3)#5 BAR CONT. CONSTRUCTION JOINT CONTROL JOINT BOTTOM OF FOOTING 1 • EL. = SEE PLAN 0'-6" 0'-8" 0'-6" NOTE: (2)x#5 CONT. TOP AND BOTTOM 1. ALL BAR SPLICES SHALL BE CLASS"B"LAP SPLICES WITH 56 BAR DIAMETERS MINIMUM #5 DOWEL AT 12"o.c. 2. PROVIDE CONSTRUCTION JOINT AT END OF EACH DAY'S POUR. WALLS SHALL NOT BE POURED IN CONTINUOUS 2x4 KEY LENGTHS EXCEEDING 30 FEET WITHOUT PROVIDING CONSTRUCTION JOINTS OR CONTROL JOINTS. 6 SLAB ON GRADE AT GARAGE DOOR (3)-#5 CONT. BOTTOM OF FOOTING 3/4" = 1'_O" 3. PROVIDE CONSTRUCTION/CONTROL JOINTS AT FACE OF PIERS UNLESS OTHERWISE NOTED ON PLAN. #5 HORIZONTAL BAR @ 12"o.c. _ 4. AT CONTROL JOINT, PROVIDE BEVEL JOINT"T"/10 INTO WALL SURFACE BOTH SIDES. STOP ALTERNATING • • • HORIZONTAL REINFORCING BARS 6"SHORT OF CONTROL JOINT. ° 4. 5. SEE APPROPRIATE SECTION FOR WALL REINFORCEMENT. COL.\PIER\FTG. 0'-6" 0'- 10" 0'-6" X/2 X/2 6. VERTICAL REINFORCING AND/OR SUPPORT BARS NOT SHOWN FOR CLARITY. ° Section 3 LL 7. PROVIDE CAULKING AT JOINT IF REQUIRED. SEE SPECIFICATIONS. ° 5 3/4" = 1'-0" a CONCRETE WALL CONSTRUCTION o N n DETAIL 1-011 CD COLUMN, PIER, BUTTRESS OR X I GRADE BEAM 0 00 OR GRADE BEAM, REFER TO DOWELS AT PIER BUTTRESS Q � PIER SCHEDULE AND DETAILS O TYPE A TOP REINF. (IF REQ'D), r U SEE FTG. SCHEDULE N COL.\PIER\FTG. c c c z Zoo b TOP OF PIER v w U — J L _ _ O U 2"CLR. F- cn o ' ` a- v z (3)-#4 TIES SET AT 2" =1 1=1 1= O.C. AT TOP =111=1 U r O DOWELS TO MATCH VERT. REINF, SEE PIER U BOT. REINF., SEELO W U VERT. REINF. SCHEDULE _ FOOTING SCHEDULE 0 Cl) � � LU 3"CLR. 3"CLR. a �- CONCRETE PIER, SEE PLAN SIZE Z PLAN AND SCHEDULE SEE FOOTING SCHEDULE FOR DIMENSIONS Revisions 00 FOOTING, SEE FOOTING No. Date. Description coW SCHEDULE AND DETAIL FOOTING SCHEDULE 1 08/11/2023 Dormer Rev o (ALLOWABLE BEARING PRESSURE: 2000 PSF) 2 09/11/2023 Permit Set TIES SIZE AS PER"TYPICAL 4 FPLAN SIZE BOTTOM REINF. COLUMN, PIER, AND BUTTRESS MARK N-S E-W HICKNESS N-S E-W REMARKS TIE DETAILS." PROVIDE(3)-TIES SET AT 2"O.C. AT BOT. OF PIER. F-2.5 2'-6" 2'-6" 1'-0" (3)-#5 (3)-#5 „'Prw M': REMAINDER OF TIES SPACED AS PER"TYPICAL COLUMN, • s • • • • • PIER, AND BUTTRESS TIE NOTES: Designed By: STB DETAILS =111=111= 1. REFER TO FOOTING DETAILS AND FOUNDATION NOTES IN USING THIS SCHEDULE. =III-11 Drawn By: STB 2. "`" PROVIDE TOP REINFORCING IN ADDITION TO BOTTOM REINFORCING. TOP SECTION REINFORCING SHALL BE PLACED 2"CLEAR FROM TOP OF FOOTING AND SHALL BE Checked By: AA I EQUAL TO SIZE AND SPACING OF BOTTOM REINFORCING. PIER SCHEDULE "X" "Y' VERTICAL FOOTING DETAIL AND SCHEDULE Date: 08/17/2021 MARK TYPE E-W DIR N-S DIR REINF. REMARKS �" 3/4" = 1'-O" Scale: As indicated P-1 A 1'-4" 2'-0" (8)-#7 FOUNDATION DETAILS P-2 C 1'-6" V-6" (4)-#7 - - - - - - -- - - - PIER SECTION DETAILS AND SCHEDULE S �300 offa — — — — - - - - - - - - - - - _ — — — — — — = — - — — # - _ -Y She1z 71l '- et u - t s .1 , - . - -- - - - - - - - - - - - - . - : - - � + - -. _. : i a+ a. r T .,. t• T t —ti :- .Z' .T.. 'a'.•-..t' .ri' - - - ••-._J'� _!T._-'D...n: �- v�t -r`.3'�_ — _ .. _ .T i La n ro �h revs Engineering 158 County Rd. Suite 10 Southampton, N.Y. 11968 Office/Fax (631) 283-4271 Professional Seal OF NEw y NENRY O� STEEL BEAM m t�O O W 16" PROVIDE 1/2"SHIM WHEN BEARING, � TYPICAL SHEAR OR PARTITION WALLS ARE Fp 097201 CONNECT FLANGES BOLT LAYOUT DETAIL A-A LOCATED ABOVE BEAM Aq�FESSIONP� TO PLATES W/ (4)-3/4"0 A325 BOLTS 1/2"QJ COUNTER-BORED, A307 BOLTS, 0'-3" �,P FULL PEN STAGGECENTERTOPAND BOTTOM ED AND PROVIDE 2-8 ON 1 " 4"x12"x BEAM GAUGE 0'-1 2 SUBFLOOR Q _ (2)-1/4"ANGLES STEEL PLATE T T.O. JOIST (3)-3/4"0 A325 BOLTS (2)4"O A 325 BOLTS AT W8'S I D I i I I - �� T.O. STEEL I I Q 0 5/16 I I Q (2)-3/4"0 A325 BOLTS �P' SINGLE PLATE Lul_uI I I CONNECTION W/$" I I I (3)-3/4"O SINGLE THICK PLATE I I (3)-3/4"O SINGLE PLATE CONNECTION PLATE CONNECTION I I W/8"THICK PLATE __ L W/82"THICK PLATE L-- 0 j I I Q TJI/LVL FLOOR JOISTS BOLTED DOUBLE ANGLE ( ( 8"x FLANGE FULL PEN CONNECTION AS PER AISC I I WIDTH x 62"'PLATE I I PSL OR ANTHONY POWER SIMPSON FACE MOUNTED HANGER BEAM BLOCKING (IUT @ WOOD FLOOR FINISHES. M1U @ STONE/TILE FLOOR FINISHES) TYPICAL STEEL, BEAM CONNECTIONS n TYPICAL MOMENT CONNECTION TYPICAL LVL/TJI TO STEEL MEMBER 3/411 — 1'-011 I i i U) Q E— W n W Iii W j F— STEEL COL., SEE PLAN co j IT 0'-11" ANCHOR BOLTS W. 12" N �9 1/4 (2)-3/4"0 F1554 GRADE 36 0 o I I EMBEDMENT AND 3" HOOK CENTER 4"THICK BASE PLATE ON LINE 0FE !"THICK LEVELING PLATE TO MATCH BASE PLATE DIMENSION ON 14'NON 0'-4" 0'-4" SHRINK GROUT w � H oa EXTERIOR FACE OF m o FOUNDATION WALL, SEE FOUNDATION WALL CENTER w PLAN AND DETAILS FOR STEEL COLUMN LINE REINFORCEMENT PLAN ELEVATION 1/4 BOLT NAILER TO BM. W/2"0 THRU-BOLTS AT 2'-0"O.C. STAGGERED ACROSS BM. WEB (2)-89x3/8x0'-3", (1)-EA. SIDE, (2)-ROWS 1"0 THRU BOLTS AT 2X NAILER(S) TYPE 1 BASEPLATE WITH (2)-HOLES FOR e" 16"O.C., STAGGERED AT 8"O.C. THRU-BOLTS STEEL COL., SEE PLAN x O v 0'-11" ANCHOR BOLTS W. 12" ow 00 zi 1/4 (2)-3/4"0 F1554 GRADE 36 EMBEDMENT AND 3" HOOK O It O � I R 9x3/8x BEAM WIDTH+2" T.O. BASKET ELEV. SEE PLAN 0 CENTER a"THICK BASE PLATE ON Q OO LINE o 4"THICK LEVELING PLATE Lo ELVL BEAM 0 Lo TO MATCH BASE PLATE ®o @ DIMENSION ON 14'NON 1/4 r SHRINK GROUT w = STEEL BEAM, SEE PLAN FOR SIZE. - U4, 0'-4" 2 d �— PROVIDE LVL BLOCKING RIPPED TO 83x3/8x BEAM WIDTH +2" FIT SNUG BETWEEN BEAM FLANGES co PLAN AND o FOUNDATION WALL, SEE z w REINFORCEMENT FOR � z CENTER LINE O v TYPICAL STEEL BEAM PAD OUT AND TYPICAL WOOD BEAM FRAMING TO U z PLAN ELEVATION F- 4 NAILER 11-0�� n STE11 EL COLUMN C) r' O ° (0 W a c� 0.. TYPE 2 BASEPLATE STEEL COL., SEE PLAN 1 Revisions 0'-5 2" 0'-2 4„ iN ANCHOR BOLTS W. 12" No. Date. Description Un 1/4 (2)-3/4"0 F1554 GRADE 36 1 08/11/2023 Dormer Rev o I I EMBEDMENT AND 3" HOOK 2 09/11/2023 Permit Set CENTER �-iv a"THICK BASE PLATE ON j LINE °Q !"THICK LEVELING PLATE TO MATCH BASE PLATE DIMENSION ON 14'NON W SHRINK GROUT Zii 't.: 2 c-i Iv 1 Do- Designed By: STB WW N 0 84 m 0 FOUNDATION WALL, SEE 0 w PLAN AND DETAILS FOR Drawn By: STB CENTER REINFORCEMENT Checked By: AA LINE ,y .. _ _ �. •,. ELEVATION ,�. u _.. _. Date: 08/17/2021 Scale: As indicated TYPE 3 BASEPLATE STEEL DETAILS TYPICAL STEEL BASE PLATE DETAIL 1 = 1 - 11 1-011 S -400 - - - y < - -. - - - - - - - - - - - - - - - - - -. - - - - -- - - - - , - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Ft _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - J - -Sheet r _ _ _ _ - __ _ _ _ _ _ - - -_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ._ _ . _ _ _ _ _ _ _ _ x' Y .-_ .. ..--- -. ... .... ... .. .. - _ - ^ r e•,- T.- _ - �Yy-^� ��-- .«l - a+7'=�'A` x>Y< .."J'e'v'T.''Tt"v'-vv _ - _ _ _ ..,....,.<„- ,..t-...e-rx...e7. ...,a.r..-.-r._.-« 'sem-r .-,.,.rv,a+-...-S v. -.�_., r.-.,.-....•'...- .-._ v._ _ - _ _ _ '! - }.-'i. .!k•ws' - - 2--� - ta'JT�.' _ - _ - T v T r yy