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Home My WebLink About50848-Z r� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS, UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50848 Date: 6/21/2024 Permission is hereby granted to: Wirstrom M Liv Trust PO BOX 156 Mattituck, NY 11952 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 4630 Nassau Point Rd, Cutcho ue SCTM # 473889 Sec/Block/Lot# 111.-8-10 Pursuant to application dated 4/25/2024 and approved by the Building Inspector. To expire on 12/21/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,661.00 CO-NEW DWELLING $100.00 Total: $3,761.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 JM,)s //wivmf. ogffioldto -gov Date Received APPLICATIONMIR BUILDINGE ,SDgFor Office Use Only �ff` PERMIT NO. V Building Inspector. Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:04/24/2024 OWNER(S)OF PROPERTY: Name:Marc Wirstrom SCTM # 1000-111-8-10 Project Address:4630 Nassau Point Rd, Cutchogue NY 11935 Phone#: Email:marc@wirstrom.me Mailing Address:11 Hoyt Street, Apt 18, Brooklyn NY 11210 CONTACT PERSON: Name:Brad Hooks (Oza Sabbeth Architects) Mailing Address:PO Box 2007, Bridgehampton NY, 11932 Phone#:631-808-3036 Email:brad@ozasabbeth.com DESIGN PROFESSIONAL INFORMATION: Name:Brad Hooks (Oza Sabbeth Architects) Mailing Address:PO Box 2007, Bridgehampton NY, 11932 Phone#:631-808-3036 Email:brad@ozasabbeth.com CONTRACTOR INFORMATION: Name:Andrew Pennacchia Mailing Address:PO Box 2007, Bridgehampton NY, 11932 Phone#:631-899-4225 I Email:andrew@moderngreenhome.com DESCRIPTION OF PROPOSED CONSTRUCTION RNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $30,000 Will the lot be re-graded? RYes ❑No Will excess fill be removed from premises? RYes ❑No 1 PROPERTY INFORMATION Existing use of property: �,,ASAL,,j Intended use of property: Zone or use district in which re p mises is situated:. Are there any covenants and restrictions with respect to g— . this property?ro A PROVIDE A COPY,. Y? ❑Yes o IF YES, ffCheck Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPUCATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): IgAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTYOF '�- - cc being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the m (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 e 2 q day of � ... .. .. 20 ..- blic RobertDeStefano Notary Public,State of New York .� No.01DE6321944 nwftic Qualified in Suffolk County b 20Z7 Expires es March 30 ROPE OWNER AUTHORIZATION commissionp yd� (Where the applicant is not the owner) Marc W i rstrom residing at 11 Hoyt Street, Apt 18 Brooklyn NY 11201 Brad Hooks (Oza Sabbeth Architects) do hereby authorize to apply on my beha d the f Southold Building Department for approval as described herein. February 14, 2024 Owner's Signature Date Marc Wirstrom Print Owner's Name 2 Generated by REScheck-WebSoftware Compliance Certificate Project 4360 Nassau Point Rd Energy Code: 2020 NYStretch - 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 5,292 ft2 Glazing Area 36% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 4360 Nassau Point Rd DiLandro Andrews Engineering Cutchogue, New York 11935 Compliance: 0.8%Better Than Code Maximum UA: 1454 Your UA: 1443 Maximum SHGC: 0.40 Your SHGC: 0.32 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. Sllalb.,oi n gu&ode tir,:mdea fs are no oinger considered i"ln th[E� UA orrperforirnance cornr llllance Ipath in ItElScheck, IIEach s:abyo n grad asrren.rNlNy In the sbpeclif'ed r:;llinrrnate zone rnus t meet the s'rflNrinnu.uiin r:Nierfgy r::ode irns!Yo.nkifloin lit vah.re and depth umanquillr..ovie nts. Enyel0 e Ass r aer bh alleligilCeiling: Flat Ceiling or Scissor Truss 3,471 60.0 0.0 0.024 0.026 80 86 Skylight: Metal Frame 153 0.320 0.500 49 77 SHGC: 0.32 First Floor Wall: Wood Frame, 16"o.c. 4,885 21.0 3.0 0.048 0.045 153 143 Door: Glass Door(over 50%glazing) 326 0.320 0.270 104 88 SHGC: 0.32 First Floor Window: Metal Frame 1,378 0.320 0.270 441 372 SHGC: 0.32 Exposed Basement Wall: Solid Concrete or Masonry 448 21.0 0.0 0.056 0.056 12 12 Door: Glass Door(over 50%glazing) 124 0.320 0.270 40 33 SHGC: 0.32 Window: Metal Frame 118 0.320 0.270 38 32 SHGC: 0.32 Basement Floor(Along Exposed Wall): Slab-On- Grade(Unheated) 32 10.0 0.640 0.480 0 0 Insulation depth: 4.0' Insulation position: Horizontal Insulation Basement Wall: Solid Concrete or Masonry Wall height: 8.3' 12,223 21.0 0.0 0.043 0.050 526 611 Depth below grade: 7.3' Insulation depth: 8.3' Project Title: 4360 Nassau Point Rd Report date: 02/16/24 Data filename: Page 1 of10 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 man5oery—retlylrements listed in the REScheck Inspection Checklist. Paul W. Dil-andro, PE 02/20/2024 Name-Title S5-n Lure Date Project Notes: 2020 NYStretch code in climate 4 R-21 Cavity Insulation is minimum on Exterior Wall Assemblies The Code is PRESCRIPTIVLY MET with an R-21 Cavity wall however, Rescheck implemented A U-Value of .045, which requires a much higher R-Value. Dilandro Andrews Engineering has contacted Rescheck regarding this discrepancy on 05/31/2023.The Rescheck help desk stated that while this discrepancy has been noted, the correction has not been made. Within this completed and passing Rescheck, the exterior wall is shown to have R-21 cavity and R-3 continuous.The R-3 continuous insulation is required to yield a PASSING score on Rescheck but will NOT be installed. Project Title: 4360 Nassau Point Rd Report date: 02/16/24 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist C�J( 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. # Pre-inspection/Plan Value Value Section Plans Verified p Field Verified p ction/Plan Review EI Complies? Comments/Assumptions & Reg.ID _ Construction103.1, drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the ❑Not Observable building envelope.Thermal envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 :lighting and mechanical systems. ❑Not Observable a4 Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr []Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling:. []Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: g act P .�.i.Ce._;um Impact 1 Hi h Impact(Tier 1 2Medi i;T6er 2) 3 .Low Project Title: 4360 Nassau Point Rd Report date: 02/16/24 Data filename: Page 3 of10 Section Plans Verified Field Verified Foundation inspection Value Value Complies? Comments/Assumptions & Re ID 402.1.2 Slab edge insulation R-value. R- R- ❑Complies See the Envelope Assemblies [FO1]1 ❑ Unheated ❑ Unheated ❑Does Not 'table for values, ❑ Heated ❑ Heated ❑Not Observable []Not Applicable __..._._. ....... ................._. .... _.... _... _. .................................-.._.... 402.1.2 'Slab edge insulation ft ft ❑Complies See the Envelope Assemblies [FO3]1 depth/length. ❑Does Not table for values. [ Not Observable ❑Not Applicable _ 402.1.1 Conditioned basement wall R- RR- ❑Complies See the En__ .. . _..� velope Assemblies R [FO4]1 insulation R-value.Where interior []Does Not table for values. insulation is used,verification ❑Not Observable may need to occur during Insulation Inspection. Not []Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 Conditioned basement wall ❑Complies [FO5]1 insulation installed per []Does Not manufacturer's instructions. ❑Not Observable []Not Applicable p ........_......___ ft 402.2.9 Conditioned basement wall ft ❑Coin lies See the Envelope Assemblies [FO6]1 insulation depth of burial or ❑Does Not table for values, distance from top of wall, ❑Not Observable ❑Not Applicable p covering ...�... _ w .,,_ ._. ..,�.W ...._.....�.. ..... P ElCom lies [3.2.1 A protective a coseri exterior installed []Does Not insulation and extends a ❑Not Observable minimum of 6 in. below grade. []Not Applicable 403.9 Snow-and ice-melting system ❑Complies [FO12]2 controls installed. []Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: Hi h Im act(Tier 1) 2 Medium Im act(Tier 2) 3 ... . Project Title: 4360 Nassau Point Rd Report date: 02/16/24 Data filename; Page 4 of10 Section Plans Verified ! Field Verified lit Framing Framing/Rough-in InspectionL Complies? Comments/Assumptions & Rec.ID Value Value a�mm 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 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance []Does Not 1 with the NFRC test procedure or taken from the default table. []Not Observable ❑Not Applicable 402.1.1, Skylight U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.3, ❑Does Not table for values. 402.3.6, []Not Not Observable [FR5]1 ❑Not Applicable , . . 402.4.1.1 Air barrier and therm ._.._ , n_. ��.. .__._... ._ . _. __....._. .. al barrier ❑Complies [FR23]1 installed per manufacturer's []Does Not 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. _.....„_m _. _- ..._ _... .._ ...... ,_ 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 'is listed and labeled as meeting ❑Does Not j ,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. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable .._._. ........... m__ 403.31 _ ._.. ��.. w... Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is []Does Not kj >= 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 Duct system in new buildings and ❑Complies [F132]1 additions are located in a []Does Not conditioned space in accordance with Sections R403.3.7 (1-2). []Not Observable ❑Not Applicable 403.3.8 Ducts are sized in accordance ❑Complies [F133]1 with ACCA Manual D and sections []Does Not R403.7-8„ ❑Not Observable []Not Applicable -------- __...� .__.. __w... 403.3 5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not [-]Not Observable ❑Not Applicable 1 Hlgh Impact(Tier 1) u2Med1um Impact(Tier 2) 3 Low Bmpack (Tier 3) Project Title: 4360 Nassau Point Rd Report date: 02/16/24 Data filename: Page 5 of10 Section plans Verified Field Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Re .ID _. .�. _ _.. ..... _. ,. ......n .,. _... ��.. .... . ........ 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 R- R- ❑Complies [FR17]2 above 105 4F or chilled fluids ❑Does Not e, below 55 417 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 403.5.3 Hot water pipes are insulated to R- R ❑Complies [FR18]2 ?R-3. ;❑Does Not ❑Not Observable ❑Not Applicable 403.5 Z Energy conservation measures R- R- ❑Com lies 9] for SWH systems follow []Does Not guidelines in section R403.5.1-5, ❑Not Observable .—,,[:]Not Applicable 403.6 Automatic o r 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-:I)-- 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 4360 Nassau Point Rd Report date: 02/16/24 Data filename: Page 6 of10 Section Insulation Inspection PlansValue Pied FielValuefled complies? Comments/Assumptions pp & Req.ID 303.1 All Installed insulation is labeled ❑Complies (IN13]2 or the installed R-values ❑Does Not l provided. ❑Not Observable ❑Not Applicable 402.1,1, Wall insulation R-value. If this is a R- R ❑Com lies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation Steel ❑ Steel requirement applies(FR10). ❑ ❑Not Applicable [03. maWall insulation n latio i installed nstant instructions. .....e. ..... ...� .. .-..._...... ..._ ..-,�.-..._.. W.....�._,._....._. _,,,,,,,�. ...._._.,,�..�, � �... []Complies 1 oes Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 h I mpact(g er 1) 2 Medium Impact(Tier 2) 3 Low Impact (Tier 3) H i Project Title: 4360 Nassau Point Rd Report date: 02/16/24 Data filename: Page 7 of10 Sectio�Flnallnspecthon Plans Verified Field Verified# Provisions Value ValueComplies? Comments/Assumptions & Re A402.1.1, Ceiling insula value. ❑R R ❑Complies t bee for Envelopevalu Assembliesinsulation 402.2.1, Wood ❑ Wood ❑Does Not 402.2.2, ❑ Steel ❑ Steel ,❑Not Observable 402.2.E[Fill' ❑Not Applicable Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every []Not Observable 300 ft2. ❑Not Applicable .......... 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent []Does Not to soffit and eave vents that extends over insulation. []Not Observable ❑Not Applicable .2.4 .Attic access hatch and door R- R ❑Complies [F13]1 insulation zR-value of the ❑Does Not adjacent assembly. I❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 ❑Complies [F117]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable _ ......... . 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ,❑Complies [FI27]1 determine air leakage with ft2 ft2 1EIDoes 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 0A 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 dl omplies [FI4]1 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. �. ..........� _w 403.3 2.1 ,Air handler leakage designated ❑Complies [F124]1 by manufacturer at <=2%of ❑Does Not design air flow. []Not Observable ❑Not Applicable ..mm _. __. _..n.... ... .rc _ .... ..... ......e.e . __ ....... _ .......... 4. 03.1.1 Programmable thermostats ❑Complies [Flg]2 installed for control of primary ❑Does Not heating and cooling systems and []Not Observable initially set by manufacturer to code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not []Not Observable ❑Not Applicable 1403.5.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or []Does Not accessible manual controls. []Not Observable []Not Applicable .. _ . gg 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) L ._ ww._ —.__...._... .... _.. ......._ Project Title: 4360 Nassau Point Rd Report date: 02/16/24 Data filename: Page 8 of10 Section Plans Verified Field Verified & Re .ID # Final Inspection Provisions Value Value Complies? ]:Com:mentslAssurnptlons 403.6.1 All mechanical ventilation system _ ❑Compl plies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table []Not Observable R403.6.1. ❑Not Applicable 403.6.2 Every dwelling unit is served by a []Complies [FI34]2 heat recovery ventilator(HRV) or []Does Not energy recovery ventilator(ERV) []Not Observable installed per manufacturer's instructions.The HRWERV is ❑Not Applicable listed and sized adequately for the specific application, which will include the building's conditioned area, and number of occupants. w.o...._,. ___. ._..�........ . . .�.... ........_.... ��.....0 _... �,___.� � _....._.......m�.. 403.6.3 Installed performance of the ❑C'omplies [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. 403.2 Hot water b m,M._w....�. u . ., ... ............ ._�_�_ ._.._..._. � ..�4 oilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback ❑Not Observable control to lower boiler water temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies [F128]2 have a circulation pump.The []Does Not system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no de. . _....._.�m. _ .... 403.5.1.2 Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL []Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping, _.w..... 403.5.2 Demand recirculation water ❑Complies [1`130]2 systems have controls that ❑Does Not manage operation of the pump []Not Observable and limit the temperature of the water entering the cold water ❑Not Applicable to <= 1044F, F� �. 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) ...W �_ �1�., Project Title: 4360 Nassau Point Rd Report date: 02/16/24 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Rec�.ID,.,. _..... _..... . ...... ............ . y — ...... _ 403.5.4 Drain water heat recover 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. 5(1- Heated water supply piping is in ❑Complies 4) acccordance with one of the ❑Does Not [F133]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. --------- 404.1 90%or more of permanent.....-. . ........ .,.� .,...,.... ... ....... .......�.W w_._ ..__.__ _,_._.... �_�,V�__.... .. __ . ❑Complies [FI611 fixtures have lamps with an []Does Not efficacy>= 65 lumans/watt or have a total luminalre efficacy ❑Not Observable >=45 lumens/watt. ❑Not Applicable .. __ .._..._....._.._........... ,,.. .......... ...... 404.2 Detached one and two-family ❑Complies (F13511 dwellings and townhouses where ❑Does Not the conditioned space Is > 1,400 []Not Observable sf comply with the requirements of Appendix RA. []Not Applicable 404.3 One or two-family dwellings and ❑Compiles [F13611 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. 404 13 'no continuous pilot light. -- � ❑Does Notlighting systems ❑Not Observable ❑Not Applicable ... ... . ��... ...o...�w �. _.. .,.... . _ __. 401.3 Compliance certificate posted, ❑Complies [FI7]2 ❑Does Not []Not Observable []Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable []Not Applicable Additional Comments/Assumptions: �g p 2) 3 Low Impact (Tier 3) 1 High Impact(Tier 1) � 2 Medium Impact(Tierm .m... .. .. �ITIT Project Title: 4360 Nassau Point Rd Report date: 02/16/24 Data filename: Page 10 of10 2021,01 N Efficlency Certificate IMIUMMIMMMIMMOMMEM Above-Grade Wall 24.00 Below-Grade Wall 21.00 Floor 10.00 Ceiling / Roof 60.00 Ductwork (unconditioned spaces): Window 0.32 0.32 Door 0.32 0.32 Skylight 0.32 0.32 Heating System: Cooling System. Water Heater: Name: Date: Comments NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAAlih 261840723 BALDON GROUP INC 1 S OCEAN AVE SUITE 206 " PATCHOGUE NY 11772 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER MODERN GREEN HOME LLC TOWN OF SOUTHOLD PO BOX 2007 53095 ROUTE 25 BRIDGEHAMPTON NY 11932 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12234 366-9 1 711699 09/20/2023 TO 09/20/2024 4/23/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2234 366-9, 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:I/WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER 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 DI RECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:462965099 U-26.3 �YYORK O Workers' CERTIFICATE OF INSURANCE COVERAGE �„_,.:.....��,��rArt Compensation c Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PAR1 'I,To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1 a. Legal Name&Address of Insured(use street address only) 1 b. Business Telephone Number of Insured MODERN GREEN HOME LLC 631-899-4225 AT TN MISSY IPo� E;0X 2007 B, Io, ENAMPTON,NY 11932 1c.Federal Employer Identification Number of Insured N/prlc Location of Insured(Only required if coverage is specifically limited to or Social Security Number certain locations in New York State,I.e.,Wrap-Up Policy) 261840723 2. Nlarrmeand Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold 3b.Policy Number of Entity Listed in Box 1a" 53095 Route 25 DBL385050 PO Box 1179 3c.Policy effective period Southold, NY 11971 10/04/2023 to 10/03/2025 4. Policy provides the following benefits: ® A,Both disability and paid family leave benefits. E.Dlsability benefits only. C.Paid family leave benefits only. 5. Policycovers: ® A,All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perJury,I certify that I am an authorised representative or licensed agent of the Insuranc+d carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 4/23/2024 By (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 Box 4113,4C or 5B have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Beard,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) 111111111 1111111111 1111mill 1111iII1 r 1111IIIIII Additional Instructions for Form 1313120.1 By signing this form, the insurance carrier identified in Box 3 on this farm is certifying that it is insuring the business referenced in Box 1 a for disability and/car Paid Family Leave benefits under the NYS Disability and Paid Family Leave Benefits Law. The insurance carrier or its licensed agent will send this Certificate of Insurance Coverage(Certificate)to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c, whichever is earlier. This Certificate is issued as a matter of information only and confers no rights upon the certificate holder. This Certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This Certificate may be used as evidence of a NYS disability and/or Paid Family Leave benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or Paid Family Leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Insurance Coverage for NYS disability and/ or Paid Family Leave Benefits or other authorized proof that the business is complying with the mandatory coverage requirements of the NYS Disability and Paid Family Leave Benefits Law. NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first,two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. D13-120.1 (12-21)Reverse DATE(MM/DDIYYYY) AC "R " CERTIFICATE OF LIABILITY INSURANCE 04J23/2024 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 CON HAMS; Peggy Musarra CT Baldon Group,Inc. PHONE (631)289-8822 /c NI,, (631)289-8833 IL 1 South Ocean Avenue,Ste 206 A DRESS pmusarra@baldongroup.com INSURERS AFFORDING COVERAGE NAIC# Patchogue NY 11772 INSURERA: Southwest Marine&General Ins.Co. 12294 INSURED INSURER B: Modem Green Home,LLC INSURER C: PO BOX 2007 INSURER D: INSURER E: Bridgehampton NY 11932 INSURER F: COVERAGES CERTIFICATE NUMBER: 23-24 GL/XS REVISION NUMBER: THIS IS TO CERTIFY THATTHE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMEDABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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. LTR TYPE OF INSURANCE IN yyyp POLICY NUMBER MMIDD)Y'CYY MWDDIYYt!"Py LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 CLAIMS-MADE �OCCUR PREMISES&occurseatcel S 100,000 MED EXP(Any one person) ,$ -5,000 A GL2023LHBOO238 08/06/2023 08/06/2024 1,000,000 PERSONAL&ADV INJURY $ GEN LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY �F aT LOC PRODUCTS-COMPIOPAGG $ 2,000,000 OTHER: S AUTOMOBILE LIABILITY CONSWED SINGLE LIMIT S Eo ocddena ANYAUTO BODILY INJURY(Per person) S OWNED SCHEDULED BODILY INJURY(Per accldent) S AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE. $ AUTOS ONLY AUTOS ONLY Par don( S UMBRELLA LIAS EOCCUR EACH OCCURRENCE S 3,000,000 A EXCESS LIAB CLAIMS-MADE EX2023LHB00063 08/06/2023 08/06/2024 AGGREGATE s 3,000,000 DED RETENTION S S WORKERS COMPENSATION AND EMPLOYERS'LIABILITY STER H ATUTE ER YIN ANY PROPRIETOR/PARTNER/EXECUTIVE N/A E.L.EACHACCIDENT S OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S If yes,describe under DESCRIPTION OF OPERATIONS below E.L,DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more apace Is required) CERTIFICATE MOLDER, CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route25 PO Box 1179 AUTHORIZED REPRESENTATIVE Southold NY 11971 ".7 AR ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE G% 1 AAAAAA 261840723 BALDON GROUP INC 1 S OCEAN AVE SUITE 206 PATCHOGUE NY 11772 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER MODERN GREEN HOME LLC TOWN OF SOUTHOLD PO BOX 2007 53095 ROUTE 25 BRIDGEHAMPTON NY 11932 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12234 366-9 711699 09/20/2023 TO 09/20/2024 4/23/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2234 366-9, 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 SU M A NICE FUND DIRECTOR,IN'SURANCE FUND UNDERWRITING VALIDATION NUMBER:462965099 U-26.3 "� workers' CERTIFICATE OF INSURANCE COVERAGE emu_. �rArE Compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrie 1 a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured MODERN GREEN HOME LLC 631-899-4225 ATi"N:MISSY PO E30X 2007 BFtiC)G'EHAMPTON, NY 11932 1 c.Federal Employer Identification Number of Insured Work Location of Insured(Only required If coverage Is specifically limited to or Social Security Number certain locations in New York State,i.e.,Wrap-up Policy) 261840723 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 Town of Southold 3b.Policy Number of Entity Listed in Box"la" 53095 Route 25 DBL385050 PO Box 1179 3c.Policy effective period Southold, NY 11971 10/04/2023 to 10/03/2025 4, Policy provides the following benefits: ® A.Both disability and paid famlly leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employers 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 4/23/2024 BY � `y (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 4B,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) 111111111 °��° °°11°1°��1°°1°11°°��'1111111 G Additional Instructions for Form 1313-120.1 By signing this form, the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in Box 1 a for disability and/or Paid Family Leave benefits under the NYS Disability and Paid Family Leave Benefits Law. The insurance carrier or its licensed agent will send this Certificate of Insurance Coverage(Certificate)to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or,eliminate the insured from coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c,whichever is earlier. This Certificate is issued as a matter of information only and confers no rights upon the certificate holder. This Certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This Certificate may be used as evidence of a NYS disability and/or Paid Family Leave benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or Paid Family Leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract Issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Insurance Coverage for NYS disability and/ or Paid Family Leave Benefits or other authorized proof that the business is complying with the mandatory coverage requirements of the NYS Disability and Paid Family Leave Benefits Law. NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. DB-120.1 (12.21)Reverse DATE(MM1DD/YYY`/) CERTIFICATE OF LIABILITY INSURANCE 04/23/2024 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 NCONTACT Peggy MUsarra AMEBaldon Group,Inc. PHO NE (631)289-8822 (631)289-8833 A/C No' 1 South Ocean Avenue,Ste 206 E-MAIL S: pmusarra@baldongroup.com AODLINSURE AFFORDING COVERAGE NAIC# Patchogue NY 11772 INSURERA: Southwest Marine&General Ins.Co. 12294 INSURED INSURER B: Modern Green Home,LLC INSURERC: PO BOX 2007 INSURER D: INSURER E: Bridgehampton NY 11932 INSURER F: COVERAGES CERTIFICATE NUMBER: 23-24 GL/XS 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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. LTR TYPE OF INSURANCE IN SD VWWVD POLICY NUMBER IMMIDDfrYYY P/ DDIYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE FXR OCCUR PREM[gj§tie 2M DO nce) s 100,000 MED EXP(An one parson) $ 5,000 A GL2023LHB00238 08/06/2023 08/06/2024 PERSONAL&ADV INJURY s 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY JECT PRO- _ LOC PRODUCTS-COMP/OPAGG S 2,000,000 OTHER:. S AUTOMOBILE LIABILITY OM I D SI GL LIINIT S Ee�c3 ANY AUTO BODILY INJURY(Per person) s OWNED SCHEDULED BODILY INJURY(Per accident) S AUTOS ONLY AUTOS HIRED NON-OWNED 6ROPERT DAMAGE S AUTOS ONLY AUTOS ONLY Par aorJdenl S UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 3,000,000 A tIED XCESS LIAB CLAIMS-MADE EX2023LHB00063 08/06/2023 08/06/2024 AGGREGATE S 3,000,000 RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N PTASUTE ERH ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ NIA E.L.EACH ACCIDENT S OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S If Yes,describe under DESCRIPTION OF OPERATIONS below E.L,DISEASE-POLICY LIMIT s DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route25 PO BOX 1179 AUTHORIZED REPRESENTATIVE Southold NY 11971 �DUGr/, D/�l2-0� ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD HORIZONTAL DISTANCE SEPTIC LBAOW"D AST'ELINE �NP.7FILL FROM: Y ''.TANK ST11tl7CTORE FORCEMfiW N ,. 1 T'HE IDE'S 4C,F6Nt3UMNEER SHALL CAB9ER'VE THE '4tA 01M1'P'13 PR40T1'TO OAC� AWI Ile1 TA1.LRtBH1-EOHA'C 1EANEIS L SFr. BFr�, -j MILat14�t"C3 r fIYSTEM STAR'1UF+. i STATION FT 3.THE T INSPECTIONS NOTED IN THE PERMIT CONDITIONS. ONSITE OWES INSTALLER SHALL REGISTER THE ONSITE TREATMENT cRAWLSPACE/wlNDow to Fr to Fr. sF7. nt' f" 5 �R�o-.��,i x SYSTEM VVITH SUFFOLK COUNTY DEPARTMENT OF HEALTH..THE ENGINEER OF RECORD SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED BY gOFT, lm� - - 158 County RA.39 SCDHS. 4.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE r tD Fr. to - Sulta 10 , 5 Fr., s Fi. 'Southampton,N.Y.11998 MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL BEPROVIDED TO THE SCDHS. ,..�. to Fr. tc Fr. OIBe cat (631)to to Fr. GaRNlcals No.:0019823. tOQ5.GARBAGE GRINDERS ARE NOT PERMITTED UPSTREAM OF HE I/A OWTS.6„I/A OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVAL TO Professional Seal 7.ALL ELECTRICAL LINES FROM THE DWELLING TO THE CONTROL PANEL AND " ( 1ti '. 1 THE SITE USING A METHOD APPROVED BY HE MANUFACTURER„ T)TI X FROM THE CONTROL PANEL TO THE JUNCTION BOX SHALL BE SEALED AND Spd(TFTLWTII''W1OR'815 �0F of NEWATER TIGHT. III Qfw�'31L)952°'5754„ hE urs in 20 8°CONTROL PANEL TO BE SET ON A PRECAST CONCRETE PEDESTAL AND SET advance.a to sebi 1TwApecfi ilTjs)) 2 INCHES ABOVE GRADE TO PREVENT WATER INTRUSION„ tl r 9.I/A OWES SHALL BE LOCATED MINIMUM T-0"FROM HE DRIVEWAY.A 6 INCH HIGH PRECAST CURB SHALL BE INSTALLED IN-BETWEEN THE THE v, w DRIVEWAY AND THE VA OWTS IF 3 FEET SEPARATION CANNOT BE }, Desigin U Iicfessilonal's C e5 tipP r .._. w.. zn a MAINTAINED., ' 'ergllffac.utUory ReGcaiTeck w2 OY+72'S1. �" 10.NEW I/A OWT SYSTEM TO BE VENTED THROUGH PLUMBING,NO HOUSE DWELLING 4u bn1k P IF ulr R.A.Cvrcgofia❑titan I ov OPES,S10Tu w. TRAP TO REINSTALLED. w. W/WELL WATER WELL V �* _ age D[sposill Spte m 11.,ANY DESIGN CHANGES TO SCDHS APPROVED PLANS MUST BE REVIEWED ,p 't4ue IIns1:aNVal LIngl and aU¢n Se FOrIiTl BY DESIGN PROFESSIONAL AND RE-PERMITTED THROUGH SCDHS PRIOR TO is _ 70M .. II oarin'MJ°J�P'l----P CONSTRUCTION VACANT ay t NYA 12.POOR DRAINING SOILS IN THE LOCATION OF THE LEACHING FIELD MUST BE 100 70 EXCAVA D ED ' AND REPLA WITH AS TM CLIEAN FILL DRAINING SOILS(SP/SV1Q 7 LOT 158 Z Lr°50��E =[t.S' (), / 2p06 P& ( 70 74 �` L1'N3P, M IFf11G NOF Ew35rgN k q PPt1,ITAELL BY'GPlWNK9ST„AP6:• NNT+,7EEt ti9NE TOFRE7.0Y,PF1 �� "t Z LOTISL INFORMATION, 70� .. R'YkIwE0.L RS%"O7NiEYY80VP) 'k r CL P'ARC '"�` 1 �0 7 v \ "" DWELLINGS PRPPOSED WATER LINE AMENDED MAP'A'OF NASSAU POINT r "'*� W/PUBLIC WATER 150' FILED 8/16/1922 AS MAP#156 �R F / "" WATER WA'.tA ''4..j SITUATE CUTCHOGUE ""h a , "° 0 TOWN OF SOUTHOLD � qT � �� Z. SUFFOLK COUNTY,NEW YORK ayy1pT9 �MO c c % w LOT AREA: 37,806 FTC t1ON• l 72 1a k$TT, R , _ COO'' UIO ELE 'C""" d.^1e 5 1 a +�� M.L. �0 0.87 ACRES b0.7 N t' -OF1., L0 PROPOSED c Fc WM 78� fMS 1' �� we UP, 5✓ 1 pAOpos5oar•(rO04T dVEU¢ ELEC Z TOSERVEOUtOOOH dHOWwER pVd TyPP*T N0 ..PORTION WATER �� D su YEY P AR D BY. a PROP PATIO �x ar C 00 KENNETH Jx Cld) S9CrG_.I:� 91 wl,otf 1B1F,:, PLLC BEREMovEO . iL &, Nror F„ l EXISTING SEPTICC.KB'"QEEN'H3 O '`gip tFTn U,?•h=J'Ma �� Professional Land Surveying and Design PRopSRr �REp sV1r P.O. Box 153 Aquebogue, New York 11931 LOT 156 tT ) PAR 1 U r CONTROL PANEL ,,, PHONE (831)298-1588 FAX(831) 296-1588 VACANT p �p PROP PATIO '" 'w1°', ^ U,P. 72 mejntelning i records of Hobert J.Hen ncesy&SenneLh M„Woyohuk 150" '� 7C SURVEYED:1/6/2021 l REVISED:2/15/2024 80PI fi OpM ✓ RfiF��:a.. "Irgp.Vk, w � -78—/ � � Lo � cJpN..�.9TAB..' gYSTEM NFCV2MAT707NI 11 ""� �- , C TCYBAtl„NUAfIBE N pOG 74 IIA SIZE REQUIRED 440 GPD r W. � l ryFq?L �CK CtEM ... FUTURE EXPANSION 1 WIR Z LEACHING REQUIRED 300 FT' �' (I^e "^C M, yt O - ION PSE:D SEPTI'�C tw'f'9?ENT — (q1 FU&,F—ANCENtl6iGPDPROPOSED> � �- � B1+dP f0, 10 s ^"'"'" p 8,0Ei�' �4�'�,; " -_�" � (1) 8„01 B.,X lr-O"Di LEACHING POOL(301.2 FT'PROPOSED) � nt GRAVEL � '*" � 74 �-' Z O Yir5T N1O&E Iw''M 1 {yT. r LgAaH'Ox121L DEEP LU t o " .:;• d1 rkM n" >t +" .,. u. 4NIh4O Pool < 4" \ L R'' � p � �� r')^�.�,� 1^ " " FudIDLEIw cervs � �u SO"LATE7tAL]MET FORT � O ADAPTER W/CLEAN OUT,UNUSED ' \ ." ✓" CONNECTIONS TO BE CAPPED y VACANT MASONRY Y!d .78° vI, l " ` '`a DWELLINGS " 4M°0'BICII�6.gIIllV'fi110'."IC11'�6J'M"M�IIQ:.,O,.X.IIu�MII'IIL a"aHll"6N'�'BIC�(".a�fro'�0.'ICV9 V LOT°55 7 must Ir e IIN,.,... � � FIRE PIT W/PUBLIC WATER 150' coinMF2DIYlY1Cance"N ithi1 the DeMbairtTI'➢&.'"111CtS II°O:gLkIIICU"Illii NOTE: ( \ -EXISTING SEPTIC TO BE REMOVED. No, Dale Description 80, 1 IgIC7(III CM10111f11".RWBC'"LIl I�UUIY 7(tl -IZU �D rks'n A B:POqf Revisions ' ° 7 � �' � � ll Descriptiondfl AREA X✓I/B � .r U" PROPOSED SEPTIC PLAN "- 2 TESThI. ATA 4 // GALE¢1"" 20 �� ...... / ELEVATIONS SHOWN ARE BASED ON USC AND GS DATUM(NAVD 1988) m. frL t73.1Y' -0.0' ,� �„�",,� �,y qy p BROWN CLAYEY SAND / / -�80 r" , ��F F'O�.�'� A '�,NU�V II, V".VTU .•�•1 N6" F III'III�:.At.',M�I'� 'L 4 M" s ChAs7Lostl B Y: P1 SC 2,0'.� � ��°� uu�nu �° Fz '�� o°a�� n~.. �� 'o�m��n��~qua° D� Mz '0�10,: 3/5/2024 SP -BROWN FINE SAND Stele:NOTED DATE 3/20/24 R-24-0347 AU:-lI �:zCZV. 17,0' EXI:::1RES 1"p,,,,lR-: [-' E:YEARS FF�OM I A I OF IPI„owl C-SVA COMMENTS:GROUNDWATER NOT g' IIII yp g m ENCOUNTERED AVu�ekPI 11��'�:p"'kV'4('YO ."............................� ,.....,,. TEST HOLE BY: MCDONALD GEOSERVICES A .9 0 Sheet# ELBOWSIBENDS IN SEPTIC LINE BEFORE SEPTIC SYSTEM ARE NOT PERMITTED FOR NEW CONSTRUCTION.ONLY BENDSIELBOWS SHOW ON PERMITS ARE ALLOWED. DRAWING IS INTENDED TO BE 34"x22"TO SCALE I -J I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L C�✓�:�-� 2�T IM 0 A VU im I, 1� r ,tT ;L --,"- ";TMTT -�4-.- -J 1 - . . r .� . � ,.,.",,.��,.,�l-,-,",-,�,,"-". �b /�� -�� 1�, 71m,,�77,17' --� � - - 2-' '-,-- -......�----,------- !"r, ""'"""' � . ,- , , "i�- .-,-- ? - g,X '111* ,�z 'le�., , ,� %, 1'-,,�*r. X;'�t'�,.�� , -- , 1�,,, k t---";, . I 4 0 -, I - 1.I !5= ,� 1, - f��, �� . 'r � --.e - N' e- J - jRESIDENCE , --, ltl� , I _ - ��;I`il-"";� , , "C', �IR'I F�,, I I hv&-11 iil* ., ��r � 0! - - DRAWING LIST - ,�, T". -:-fr,J., , , . "",I 11 , .,k , � �.-I -T KA- �-�� io . "I � 7� 1 . , - - 10, , , ,;0 4� , I- 4 .0 I ,-< -�7- - ,- � 4 � , -,-i '�,�-&- n -',t f '. 4,�� '- 16*11-1,11 , ,-- ;-�� . I .e,v � : --r - 1,, fl,�01!"�� !�'��i. - �. F J" ',�,O�. - . yF77 , � --� Fr-7��*P., - " , � � � " - .. liie*,'� - 7-q- -;I I 1 4-�,-�' --- ""i , ,.;"T. I y . SHEET NO. DRAWING NAME INC. 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Z 0 1� 'Aj. 037� 0 — — — Cover - Scale: N/A ------ I Date: April 23, 2024 --- - - Drawn By: OZA/ SABBETH ARCHITECTS I I I Oza - - Sabbeth Architects I — I — - 2408 MONTAUK HIGHWAY#2A BRIDGEHAMPTON NY 11932 , These plans are copyrighted and are subject to copyright protection as an"architectural work"under Sec.102 of the Cop,yTkght Art,17 U.S.0-st amendsd 0eC*-wbP-r%0M and Vmw",az Architectural Works Copyright Protection Act ofl 990.The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design.Under such protection,unauthorized use of these plans, work or home represented,can legally result in the cessation of construction or buildings being seized and/or monetary 7 1 1 1 1 1 1 1 1 1 1 1 1 � I I I I I I I I LL� I I I I I I I I I I I I A I I F- compensation to OZA/SAI38ETH ARCHITECTURE. , � ",,, --IT", - �J �NNI, :,��., �%w 'A", I - - - - - -- � � 6/12/24 2:26 PM -- I 11 - I I I I ! I L N A S S A U Pu" I IN N DESIGN CRITERIA RESIDENCE 4630 NASSAU POINT RD CUTCHOGUE NY 11935 APPLICABLE CODES CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA BUILDING: 2020 RESIDENTIAL CODE OF NEW YORK STATE _ CONTRACTOR: STRUCTURAL CONSULTANT: GROUND WIND SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER DESIGN FLOOD TBD DiLandro Andrews FIRE: 2020 FIRE CODE OF NEW YORK STATE Engineering MECHANICAL: 2020 MECHANICAL CODE OF NEW YORK STATE 158 Country Rd 39 SNOW LOAD SPEED (MPH) CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY TEMPERATURE ff) HAZARDS — Southampton, NY 11968 PLUMBING: 2020 PLUMBING CODE OF NEW YORK STATE _ (631) 259 3959 ENERGY: 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE ZONE X 45 PSF 130 MPH B SEVERE 32 INCHES(T.O.FTG.) MODERATE TO HEAVY SLIGHT TO MODERATE 1 1° (OUTSIDE 500 YEAR SANITARY: SUFFOLK COUNTY SANITARY CODE FLOOD PLANE) SURVEYOR: LANDSCAPE CONSULTANT: Kenneth Woychuk LS Dragonfly Landscape Design LIST OF ABBREVIATIONS P.O. Box 153 P.O. Box 974 Aquebogue, NY 11931 Westhampton Beach NY 11978 (631) 298 1588 (631) 288 8158 A.B. ANCHOR BOLT EQ. EQUAL MTL. METAL SEC. SECONDARY — A/C AIR CONDITIONING EQUIP. EQUIPMENT MET.S. METAL SADDLE SECT. SECTION Architect's Notes A.F.F. ABOVE FINISHED FLOOR EXH. EXHAUST M.F. METAL FURRING SIM. SIMILAR ALUM. ALUMINUM EXP. JT. EXPANSION JOINT MFG. MANUFACTURER S.N.D. SANITARY NAPKIN DISPENSER @ AT EXT. EXTERIOR MIN. MINIMUM S.P. STARTING POINT BLDG. BUILDING F.B.O. FURNISHED BY OWNER MISC. MISCELLANEOUS S.R. SUPPLY RISER -_ BL'K BLOCK F.D. FLOOR DRAIN M.O. MASONRY OPENING S.S. STAINLESS STEEL B.O. BOTTOM OF F.E.C. FIRE EXTINGUISHER CABINET M.S. MARBLE SADDLE STL. STEEL BOTT. BOTTOM F.F. FINISH FLOOR N.I.C. NOT IN CONTRACT STOR. STORAGE CAB. CABINET FIXT. FIXTURE N.V. NAPKIN VENDOR STRUCT. STRUCTURAL _ CLG. CEILING F.J. FLOOR JOIST O.C. ON CENTER SUSP.CLG. SUSPENDED CEILING _ CEM. CEMENT FL. FLOOR O.D. OUTSIDE DIAMETER T TEMPERED CER. CERAMIC FLOUR. FLOURESCENT O.G. OCCUPANCY GROUP T.B.D. TO BE DETERMINED C.J. CEILING JOIST F.P. FIREPLACE O.H. OPPOSITE HAND T&G TONGUE AND GROOVE CL CLOSET F.P.S.C. FIREPROOF SELF CLOSING OPER. OPERABLE T.D. TOWEL DISPENSER CENTERLINE F.S.P. FIRE STAND PIPE OPN'G OPENING T.E. TOILET EXHAUST -- C.M.U. CONCRETE MASONRY UNIT GA. GAUGE PNTED PAINTED TEL. TELEPHONE COL. COLUMN GALV. GALVANIZED PART'N PARTITION T.O. TOP OF No. Issue Date CONC. CONCRETE GYP. GYPSUM WALL BOARD P.C. POURED CONCRETE T.O.F.F. TOP OF FINISHED FLOOR COND. CONDUIT H.M. HOLLOW METAL P.H. PAPER HOLDER T.O.S. TOP OF SLAB CONT. CONTINUOUS HORIZ. HORIZONTAL PL. PLATE T.O.P. TOP OF PLATE 01 PERMIT SET 06.12.2024 CONV. CONVECTOR H.P. HIGH POINT P.L. PROPERTY LINE T.O.W. TOP OF WALL — C.V. CENTRAL VACUUM HR. HOUR PLY PLYWOOE TYP. TYPICAL DTL. DETAIL H.V.A.C. HEATING, VENTILATING, POLY POLYETHELENE U.O.N. UNLESS OTHERWISE NOTED DIA. DIAMETER AIR CONDITIONING R RADIUS V.C.T. VINYL COMPOSITION TILE DIM. DIMENSION IGU INSULATED GLASS UNIT R.A. RETURN AIR VERT. VERTICAL _ DN DOWN INSUL. INSULATION RCA. RECYCLED AGGREGATE VEST. VESTIBULE _ D DRYER JAN. CL. JANITORS CLOSET R.D. ROOF DRAIN W WASHER D.J. DECK JOIST JT. JOINT REF. REFIGERATOR W/ WITH DW DISH WASHER LAV LAVATORY R.O. ROUGH OPENING W.C. WATER CLOSET DWG. DRAWING LLV LONG LEG VERTICAL REINF. REINFORCEMENT W.H. WATER HEATER EL. ELEVATION L.P. LOW POINT REQ'D REQUIRED W.P. WATERPROOFING ELEC. ELECTRICAL MACH. MACHINE RM. ROOM W. PUR. WATER PURIFIER/PURIFICATION ELEV. ELEVATOR MAX. MAXIMUM R.R. ROOF RAFTER W.R. WATER RESISTANT E.M.R. ELEVATOR MACHINE ROOM MECH. MECHANICAL R.S. RUBBER SADDLE W.W.M. WELDED WIRE MESH ENCL. ENCLOSURE MEMB.W.P. MEMBRANE WATERPROOF S.A. SUPPLY AIR MATERIALS LEGEND SYMBOLS LEGEND 1 BATT INSULATION GRAVEL SECTION NUMBER _ DOOR NUMBER — — — S1 - SHEET NUMBER 1 (SEE DOOR SCHEDULE) / — COMMON BRICK —GYPSUM BOARD I — DETAIL INDICATOR _ WINDOW NUMBER — FIRE BRICK 7 !I � _} — (SEE WINDOW SCHEDULE) PLYWOOD CONCRETE — RIGID INSULATION 1 _ DETAIL NUMBER COLUMN NUMBER — ° S1 SHEET NUMBER _ CONCRETE MASONRY — STEEL r UNIT(C.M.U.) l — DETAIL CLOUD MARKER — REVISION CLOUD MARKER i t — CUT STONE — WOOD +0.0 LINE INDICATING _ LEVEL INDICATION OBJECTS ABOVE EARTH — CEMENT BOARD +0.0 Note: [0'-0"]=+ LINE INDICATING OBJECTS BELOW WATERPROOF PAPER RESIN COMPOSITE PANEL MEMBRANE FIRE RESISTANCE-RATED WALL. # — NUMBER INDICATES TYPE OF A — CABINET MARKER RESISTANCE, SEE A400 PLUMBING RISER DIAGRAM D ARc �5 AY 0 VENT-4" VENT-4" VENT-4" Y i ROOF / ROOF � CSC 0 037 A O GUEST BATH 1 GUEST BATH 2 F N. KITCHEN i -i PWDR O.D. SHOWER --i----I___T— MASTER BATH —�'--�_- I LAUNDRY / LINEN I I 1 1 DISH I I I I I I I I I I I I I 1 I I I I I I I I I I LAV. 1 W.C. I SHOWERI (SHOWER I W.C. I LAV. WASH. LAV. 1 I W.C. I LAV. ISHOWER I W.C. I LAV. I LAV. I TUB I WASH. 1 I 1 1 I 1 I I I I I 1 I Notes & Codes I I 1 I 07 I I 1 I 1 I I I GROUND LEVEL I I 1 I I I I 1 1 I I I I I GROUND LEVEL __f_= q---= r r 4" 4" 4„ -1 PWDR I I I A 00 1 1 1 1 I 1 I W.C. I LAV. — — 1 ' Scale: N/A 1 BASEMENT BASEMENT I I Date: April 23, 2024 4" Drawn By: OZA/ SABBETH ARCHITECTS TO NEW HEALTH DEPT.APPROVED C.O. SEPTIC SYSTEM Oza Sa bbeth Architects 2408 MONTAUK HIGHWAY#2A BRIDGEHAMPTON NY 11932 These plans are copyrighted and are subject to copyright protection as an"architectural work"under Sec.102 of the Copyright Act,17 U.S.O.as amended December 1990 and known as Architectural Works Copyright Protection Act of1990.The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design.Under such protection,unauthorized use of these plans, work or home represented,can legally result in the cessation of I— construction or buildings being seized and/or monetary compensation to OZA/SABBETH ARCHITECTURE. 6/12/24 2:27 PM FNASS 'A' mum P`0 I N 041" RESIDENCE 4630 NASSAU POINT RD CUTCHOGUE NY 11935 CONTRACTOR: STRUCTURAL CONSULTANT: TBD DiLandro Andrews Engineering 158 Country Rd 39 Southampton, NY 11968 (631) 259 3959 SURVEYOR: LANDSCAPE CONSULTANT: Property Information Kenneth Woychuk LS Dragonfly Landscape Design P.O. Box 153 P.O. Box 974 Aquebogue, NY 11931 Westhampton Beach NY 11978 (631) 298 1588 (631) 288 8158 Property Address 4630 Nassau Point Road.Cutchogue,NY 11935 .TM.Number District 1000 Section 111 Block 8 Lot 10 Lot Area 37,806 SF Architect's Notes Jurisdiction Town of Southold I Residence R-40 Nonconforming Lot 70 Zoning Calculations 70 — 70 Lot Area 37,806 SF Total Lot Coverage 72 Allowable 20%of Lot Size 7,561 SF 4,868 SF Complies 74 Livable Floor Area - _ } ask Allowable4,35 S+7.5%(7,806) 4,935SF 76 _ �C1nC�pa, gtb No. Issue Date _" 60 Ground Level(Inhabitable) 3,405 SF Ground Level(Garage) 605 SF 01 4,010 SQ FT Complies i --� -- 1� -y PERMIT SET 06.12.2024 Building Height Flat _--- Allowable 25'-0" V. 18'0"Complies - __ \Z Setbacks fool Principal: 78 Front Yard Setback 40 FT Secondary Front Yard Setback 25 FT i Side Yard Setback 15 FT 1 „ Rear Yard Setback 50 FT SpA' Accessory 1 Front Yard Setback 50 FT 1 Side Yard Setback 20 FT Rear Yard Setback 20 FT 1 Pool:(including pool decks,slabs and patios and pool equipment) r• Side Yard Setback 20 FT — Rear Yard Setback 20 FT — 1 P ol- Site Map 61 K O DEC 23' N CQ CD 1 1072 eea c'r (f) tICD 74 t�� N 5 A� 1 i+ l � 1 1 1 1 1 t 1 _ 1 1 , 1 , 1 1 _ 1 , 1 1 - O O 1 , 1 P 1 1 1 Drainage Calculations 0 ;o\�e 1 �Qo GP D A E R _ C Runoff Coefficients For. 76 — �5 AY o Roof =1.0 Patio =1.0 t Landscaped/Grassed Areas =0.3 Gravel Driveway =0.5 .1 Required Storage Volume Calculation 79 ._ Contributing Area(SF) Runoff(C) Rainfall(FT) Volume(CF) V' \`- 8 o_ Roof 4830 1.0 2/12 805 '9J. �3 037A3 O� Patio 3367 1.0 2/12 561 Q O/fz:' N. Landscaped/Grassed Areas 28107 0.3 2/12 1405 80 `V ►r Gravel Driveway 1923 0.5 2/12 160 Required Storage Volume: 2931 CIF Site Plan Ll 01 Scale: 1/1611 = 1' - 0" Date: April 23, 2024 Drawn By: CIZA/ SABBETH ARCHITECTS SITE PLAN UZa SCALE: 1/16" = 1' - 0" S a b b et h Architects 2408 MONTAUK HIGHWAY#2A BRIDGEHAMPTON NY 11932 These plans are copyrighted and are subject to copyright protection as an"architectural work"under Sec.102 of the Copyright Act,17 U.S.O.as amended December 1990 and known as Architectural Works Copyright Protection Act of1990.The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design.Under such protection,unauthorized use of these plans, work or home represented,can legally result in the cessation of I I I I I I construction or buildinggs being seized and/or monetary compensation to 07A/SABBETH ARCHITECTURE. 6/12/24 2:27 PM V, a A 0"AU P" Offmomil' IMASb RESIDENCE 4630 NASSAU POINT RD CUTCHOGUE NY 11935 CONTRACTOR: STRUCTURAL CONSULTANT: TBD DiLandro Andrews Engineering 158 Country Rd 39 Southampton, NY 11968 (631) 259 3959 SURVEYOR: LANDSCAPE CONSULTANT: Kenneth Woychuk LS Dragonfly Landscape Design P.O. Box 153 P.O. Box 974 Aquebogue, NY 11931 Westhampton Beach NY 11978 (631) 298 1588 (631) 288 8158 Architect's Notes 70 70 70 (P — �G 72 0 To Be Demolished 74 Roofs,Walls,Floors,All Framing and Foundations 76 No. Issue Date 01 PERMIT SET 06.12.2024 Q — 6 BRICK — a #&6�30 g STOOP 4 C t, y. — �'< ic) G0 68 70 — F OPR 6 2 72 74 �O PO GP ED ARC 76 — �� AY O �C*) c� �-A a _ 78 • '9J• 3 037�5 0 F OF N�� Site Plan - Demo Ll 02 Scale: 1/1 6" = 1' - 0" Date: April 23, 2024 Drawn By: OZA/ SABBETH ARCHITECTS SITE PLAN - DEMO Oza SCALE: 1/16" = 1' - 0" - Sabbeth Architects 2408 MONTAUK HIGHWAY#2A BRIDGEHAMPTON NY 11932 These plans are copyrighted and are subject to copyright protection as an"architectural work"under Sec.102 of the Copyright Act,17 U.S.O.as amended December 1990 and known as Architectural Works Copyright Protection Act of1990.The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design.Under such protection,unauthorized use of these plans, work or home represented,can legally result in the cessation of construction or buildinggs beingg seized and/or moneta compensation to OZA/SABBETH ARCHITECTURE.ry 6/12/24 2:27 PM ' 2 1% EA bA ffft 0 A" So"' U P 00"' I 'l uT 72 2 24'-5 112" RESIDENCE 4630 NASSAU POINT RD 70, CUTCHOGUE NY 11935 r--------------- ------------------ ----------------- 1 I I I —--———- 1 p f I I I I I CONTRACTOR: STRUCTURAL CONSULTANT: I I I I 1 1 TBD DiLandro Andrews Engineering 158 Country Rd 39 I I I I Southampton, NY 11968 1 I I 1 (631) 259 3959 ' L—————————————————— — � I '- ---- I I I I j I I I I p SURVEYOR: LANDSCAPE CONSULTANT: — Kenneth Woychuk LS Dragonfly Landscape Design I I I P.O. Box 153 P.O. Box 974 ° Aquebogue, NY 1 1931 Westhampton Beach NY 11978 I (631) 298 1588 -- I I � " I p (631) 288 8158 — ----------- p D CRAWL SPACE MECH ROOM I I 21 x 22 9 Architects Notes I I I I I p I I I I I I I I p — p I I I I p I I I I I I I II L•-------- ----- ' I I L---------- p 25'-2" V, — 1 , I 1 L -- _- .► --------------------- --. ------•-----------_---,--- ------------- ' -- -. ---------- ------------�'---_-,,-.,----------------. _- -_.- _------ __ - ----- — 1 f G_ �fc I � — o � No. Issue Date 1 01 PERMIT SET 06.12.2024 I P1 Ir--------------------------------------I f > I p l I I 1 , I I t - A307 ---------------------D I t -- - ---- - ---- -Ln A301 I i I V- 1 GREAT ROOM D001 I I A3o2 -- - --------------- 17'-6" x 31' `� N cn I D � 64'-611 L------------------------------------- POOL PATIO ABOVE ---------------- il f I I I , I I , pV, �------ ----------- .--_-.-....__-"------1 I ------ ------------------------------------———————————————————————————————————_ ----- WINE STORAGE D r------------ ----------------------------------------------------------------- ('� ----- 9'-6" x 11'-0" PWDR I I 31-611 x 7' I I , I t I , I I t I I BASEMENT FLOOR AREA I I I , I 11672 SF - ' I CRAWL SPACE p I I UP I I I I I I I I D A C Ny O I I MECH / STORAGE I i I 5' x 22'-6" I i N L------------------------------------------------------------------------------ ------ 0 037�3 0� 1 r'--------J ------------------------_--------------------------T--------------------------- p p p D D .. p �� OF NO ----------------- I Basement Plan I , a I I I 1 I I L--------------- � ' I I I � I I I , I I I I I , , I t Scale: 1/411 0" 1 , , Date: April 23, 2024 ' 1 I Drawn By: OZA/ SABBETH ARCHITECTS I , , ( I , I , , I , , n Vza I I , Sabbeth I , I ' Architects j — I i 1 i — 2408 MONTAUK HIGHWAY#2A BRIDGEHAMPTON NY 11932 t j 1 These plans are copyrighted and are subject to copyright t t protection as an"architectural work"under Sec.102 of the ___ ___ Co n ht Act,17 U.S.O.as amended December 1990 and known as Architectural Works Copyright Protection Act of1990.The _ __ J protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design.Under such protection,unauthorized use of these plans, work or home represented,can legally result in the cessation of ( I I I I construction or buildings being seized and/or monetary compensation to OZA/SABBETH ARCHITECTURE. 6/12/24 2:27 PM W& E 1% go% 2 7Z A IM/AbSPAU P"01NI" 3�1 --------------------------------------------------------------------------------------------------------------------------------=---------------------------------------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------- ----------------- -- r---.----v------ ----- ----------------- ------- - - --------------------------------------------------------------------- Principle Setback - RESIDENCE 34'-5 1/2" 7'-6 1/2" 24'-5 1/2" . 'HVAC PAD 4630 NASSAU POINT RD ° 70 CUTCHOGUE NY 11935 =-------------------=------ --- ----- - ---- --- ------------------------- ----- --------------------=----------------------------------------------------------------------- •---------------------------------- -------------------------- --------- - -- ------- -- - - - --- ---- - - -- = - --_-- -- - -- -- ;Accessory / Pool setback - : ' W 1 10 W 109 CONTRACTOR: STRUCTURAL CONSULTANT: LIBRARY / OFFICE TBD DiLandro Andrews Engineering POOL EQUIP ° ° ' � w D � �� 158 Country Rd 39 CONCRETE PAD 15-6 X 15-6 _ Southampton, NY 11968 (631) 259 3959 1 T LAUNDRY / , SURVEYOR: LANDSCAPE CONSULTANT: I w1o6 — Kenneth Wo chuk LS Dragonfly Landscape Design 70nLINEN O P.O. Box 153 P.O. Box 974 51_611 x 91411 N Aquebogue, NY 11931 Westhampton Beach NY 11978 N (631) 298 1588 (631) 288 8158 N `MASTER MASTER _ BATH CLOSET - I I 9'-611 x 21'-6" 7'-611 x 21'-6" \ Architect's Notes I 7� SPA W11, �,/� \, --------- -- n Tx 7 I - ------ -------------- MASTER BEDROOM -- 15'-611 x 21 1_6" — I , D 104 D 103 W 1 12 -�-- - —---�---------—-----— ------------� f ri 00 I I ; \ �: No. Issue Date M I ' Jj \ 01 PERMIT SET 06.12.2024 ' a ❑ W113 W105 o �a J \ \ e1i ' — — ---- ---------------------- --- — — ---- - --- ----- --I' \ n l 1 I LIVING / DINING / KITCHEN ``f ` Z— ' - - - -- - - - - -- - -- - - - - - - - 4` 22'-611 x 40' \ l 1 o ------------------ - - - A301 1 I POOL 12 x 40 I - -- F A302 --------- A302 \� I � � n e� UJ 751_011 751-011 I ❑ I I II L-------------------------------------� - - — I I — m I I W114 � W103 I , I i I I I I I I — i I I I I I I I -------------- ----- , I I J W117 D106 W116 D105 GUEST W115 I / BATH 1 - - - 51-611 X 111-611 PWDR PANTRY GUEST G EST 41-611 x 7' 7' x 81-611 -- BEDROOM 2 BED OOM 1 -� FLOOR AREA 11'-611 x 15'-6" EL 11'- " x 13'-6"'HABITABLE ART FOYER 3 ,,405 SF 1111 7-6 x 14 DN AY O�q GARAGE AREA w GUEST ENTRY I 605 SF 'BATH 2 5-6 x 40 Z, �( w,02 �.� 03 ^ r' \ O ` TOTA L G FA �P I j - � FN 49,0010 , ?� 42'-0" w �/ � GARAGE76 --' — 23'-611 x 23'-6" h _ - 1 o � - Ground Floor Plan d oo a I S I - - -- - - - - r------ ,� ,� - \� -' - -- Scale: 1/4Al 02 11 = 1' - 0" ------ - _--' '-- - - Date: April 23, 2024 II-- - -- --------- ------- - ----- - (�\_ - - - �e seba'" --- - Drawn By: OZA/ SABBETH ARCHITECTS I l_— � i i Oza Sabbeth pC� - - -- Architects 78 _ 2408 MONTAUK HIGHWAY#2A BRIDGEHAMPTON NY 11932 These plans are copyrighted and are subject to copyright protection as an"architectural work"under Sec.102 of the Copyright Act,17 U.S.O.as amended December 1990 and known as I - -- 28'-8 1/4" - _ Architectural Works Copyright Protection Act of1990.The -' protection includes but is not limited to the overall form as well as I - the arrangement and composition of spaces and elements of - design.Under such protection,unauthorized use of these plans, UU E -' - work or home represented,can legally result in the cessation of construction or buildings being seized and/or monetary 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 F compensation to OZA/SABBETH ARCHITECTURE. 6/12/24 2:27 PM I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L A301 N A Z"ih S Am U 0 V`0 I I'M T - : I � I 1 � . � . 1 � 111 � 1 � : - � .� I � � , . � � � 11 I : RESIDENCE , 4630 NASSAU POINT RD — . ,v , . . CUTCHOGUE NY 11935 . , , , 1r,,I.,..1��.,�'��.I1,1'1.,,�.,,,I�,,-,...iI��,,�1:�,,:��","-%,"��I,,:.I1I�I,,-I��-,7�..'�-rj,L,L-'::'!-�II�0::�Fi,.:',,��,-_,.I"�r,�-��7-,-��I�'��:,��I.,'1 VI1 6,,�,,��,.��-"��..i 1,,�,,I I I.''I�.,�,i:I.I.�II.-,,�,,I��I�,,I,,I I�I..�.�.-r:;.I:,1--'�1,,.!�,,,�-�.��"-�,,,�.,.I-,�.,-I�I��1,,�4�:,��",,I1�,,i-�-",I,,��,I�i,,1.,�,,,.�,,.!��1-.I.,,�I,,7,�.-I��.,N,"�,-,I,,-`r�,�1:,ri-'III,,,.��',,�.�.I�,I�.I�.I��I��';.�I.x,`,,�I�:I'��I,,II�'I I��i-',.��,-I,��7�,'Y��II��,�.��I�"1,,&,I:,,,i4�::,I:,�-,,�I,�,--5,,"".��..��I:��,�I7 _. . . ,. , ;--.--0------------��-�i�i��:�: I -- �I� 1F�I�iFiI 1--- -- ---�:I1-1�1��I iI�- , �� rIrEECEIEcrEI � � I i�:I I II�.I�Ii�i��C:I�II!Fi!:i I:::iI:.I I--�.-II-�I�-.I��:�Ii:::iI-I�-.I I-�I��I�ii:III;:�I:Ii.��II�I�..-�I��I I I 1I.1��I��II�I�I II.]�III��:�;�I��II.��II�I I.I�IL,L I i�I,7z��I�'.I --I I 12:I��I�I,III�-�I I�L17�,i.�I 0`�,: .: . CONTRACT RA TBD een OR: Q� A .l FII D N�0ro-. 3- . . „ 9 9 : . DiLandro Andrews En in "n 158 Count Rd 39 . ;w, , rY � . — o Southampton NY 1 1 968 . , n P . ,. 0 ( 3 ) 259 3959 m 61 . . . . . , 4 ,,> „ , 1-. i � , .. — , ; e °, a SURVEYOR: LAND AP° SC E N - s CO SULTAN T: U Kenneth Wo chuk LS Dra onfl Lan . y dsca a Design . 9 Y P 9 .- ox 153 P.O. Box 974 . ,' r , PO B . , . e, N 931 Westhampton Beach NY 1 1978 r,,, . .. Aquebogu Y 1 1 p „_ VV z , ( 3 ) 298 1588 (631) 288 8158 , � 6 1 , . . . - — Gam' , <z , — - - - - 0 C -,'; y' - Architect's Notes - k .� -, i , - J ,q a , _ L� —.> - .- .. - - 1. V Z Y l .. ., ' _ e#.. 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I _ - " i . - ', : I - — ,. �, � -' 1 .. _ _ O.. ssue ae „ „ - I Dt . . . 01 PERMIT SET 06 12 2024 . . : , . . . , ` , - - - -- I; A301 I : J . „ - -- I i5 `d `q j - A301 o \ - - 1 - - ° , Z 1 �� G . --. _ ' 1 — f i� q o e; a /, - - A302 e J Q o ., — ; '"a ° / I7 -,� - - C \ /, I I ' , -, I I _-----] wzo2 I ------------------ I ::!!:i:!i:: I I- -- -----------iii]::!�I-��i�i:!—J-:------------------------------t:-I��Ii�II�II�--i��-��-----------.-i!i �H;1i�F,i-------i:::!�—I�I ii!IiI --- - -]--I IIi"rIIIi� I ( i , : I - 1 I � 1 ,,, _— ;-- , I1 � I --- ( ---- ' . - --- _ - - . I - --- -_ ' - - V - - - -- - I - _- - - _ - r - - - T i �� — .' , . . . , _/ - ---- --- - \\\ — \ / — II I; 1. II III�I II :I 1.\I� --//--.--�--�I�.�--�1\��\.,�- �I"-/, I-I i.1-1,�I/I" i�I I�I l�,,I I-II�II-I�1-1 1I1—,III,\��,1 I I��,1/,-��-:-:I,1�1-Ii—� . // w2oi - ARC - - 5 �i CC7� AY O�Q �< 0 . - , . , , . . 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J: 7.' /1 ., U fI .i V�I // — \ YYY q;� 'Q - 'r/ - ROOF DECK \� � J �, '� ��, Roof Plan � I a — Q , l , t� -' r I ° ' S `\ �\-� ri_ ZIP/ C\ r��, v \ ^ \\ V 2 G Jq \ A301 — OScale: 1/4" = 1' - 0" Date: April 23, 2024 — Drawn By: OZA/ SABBETH ARCHITECTS DN I Oza Sa bbeth Architects 2408 MONTAUK HIGHWAY#2A BRIDGEHAMPTON NY 11932 These plans are copyrighted and are subject to copyright protection as an"architectural work"under Sec.102 of the Copyright Act,17 U.S.O.as amended December 1990 and known as ----') [;;; 9 <> 'i F— I Architectural Works Copyright Protection Act of1990.The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design.Under such protection,unauthorized use of these plans, work or home represented,can legally result in the cessation of construction or buildings being seized and/or monetary 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I— compensation to OZA/SABBETH ARCHITECTURE. 6/12/24 2:27 PM L III A IMASSAU P01IN'T RESIDENCE 4630 NASSAU POINT RD CUTCHOGUE NY 11935 CONTRACTOR: STRUCTURAL CONSULTANT: TBD DiLandro Andrews Engineering 158 Country Rd 39 Southampton, NY 11968 (631) 259 3959 SURVEYOR: LANDSCAPE CONSULTANT: Kenneth Woychuk LS Dragonfly Landscape Design P.O. Box 153 P.O. Box 974 Aquebogue, NY 11931 Westhampton Beach NY 11978 i ni i I hiui 1 I b hl{r ,1pi o p "){ i! i d i i, ili i Aa ,i„ (631) 298 1588 (631) 288 8158 PARAPETi:a,' ,i Ji �I I ,: i i i , � i 1. 61 � ui {i�, i, ��i'I�V id 1 +' I d 'I' EL.90'-0" 1 L . 4 i,r' I,;h i'''i4 dIJ I I li I I — j ! Architect's Notes ' iI �! IIi ;, i ICI ' i , I I j — ----- ------- ----- —- - -- ' III I i III ! I (I ------ -- --- ---- --- --(D107_ W101 D101 W102 T.O.F.F.GROUND LEVEL NO. Issue Date EL.75'-0" 01 PERMIT SET 06.12.2024 2 SOUTH ELEVATION SCALE: 1/4" = 1' - 0" �R�o Q A� - ---- - ---- -- i ARE° ARc AY O T.O.ROOF EL.86'-0" P ^� 45° c , 037*N O 45° F �F N�� ' II I I I W103 W104 W105 � ' i I W106 _ o T.O.F.F.GROUND LEVEL I Elevations EL.75'-0" I ' A201 Scale: 1/4" = 1' - 0" Date: April 23, 2024 W001 D001 W002 Drawn T.O.F.F.BASEMENT a n By. OZA/ SABBETH ARCHITECTS EL.64'-6" _ Oza Sabbeth Architects 2408 MONTAUK HIGHWAY#2A BRIDGEHAMPTON NY 11932 These plans are co ri hted and are subject to copyright protection as an"archyitectural work"under Sec.102 of the EAS��L E VAT I O N Copyright Act,17 U.S.O.as amended December 1990 and known as 1 „ — Architectural Works Copyright Protection Act of1990.The SCALE: 1/4 - 1 - 0 protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design.Under such protection,unauthorized use of these plans, work or home represented,can legally result in the cessation of i I ( I I I I I construction or buildings being seized and/or monetary compensation to OZA/SABBEfH ARCHITECTURE. 6/12124 2:27 PM J I L S S A U 0 IN4 h 0 1 [IMMM 1"N' RESIDENCE 4630 NASSAU POINT RD CUTCHOGUE NY 11935 CONTRACTOR: STRUCTURAL CONSULTANT: TBD DiLandro Andrews Engineering 158 Country Rd 39 Southampton, NY 11968 (631) 259 3959 SURVEYOR: LANDSCAPE CONSULTANT: Kenneth Woychuk LS Dragonfly Landscape Design P.O. Box 153 P.O. Box 974 Aquebogue, NY 11931 Westhampton Beach NY 11978 T.O.CHIMNEY 631) 298 1588 (631) 288 8158 EL.90'-0" i Architect's Notes T.O.ROOF j EL.86'-0" — , I ; I I /I I I / - � I I i I - II I I j I i _— ! I I I I j I III i I I I T.O.F.F.GROUND LEVEL - - No. Issue Date EL.75'-0" I ! I I j I I i I 01 PERMIT SET 06.12.2024 I I I I I j I II I II I I I I I aSRTH ELEVATION : 1/4" = 1' - 0" Q 7BRED ARC - , I III - �� , NY O ,- I i III - -, I T.O.ROOF - -- --- -- - I rr I I I : I i i 45° J�- 1 < (P I I w119 % I II � -� (9`? Q `3 — -- -------------------- O F N I I I I a I I I I I � I I I � ' o ! I I � i I i a'! I I W111 D104 I W114 D102 W115 I I I I II � "( ( I I i I I i , ,,� . T.O.F.F.GROUND LEVEL f I I Elevations I ��, i EL.75'-0" ML A202 Scale: 1/4" = 1' - 0" Date: April 23, 2024 Drawn By: OZA/ SABBETH ARCHITECTS Oza Sabbeth Architects 2408 MONTAUK HIGHWAY#2A BRIDGEHAMPTON NY 11932 These plans are copyrighted and are subject to copyright protection as an"architectural work"under Sec.102 of the WEST ELEVATION Copyright Act,17 U.S.O.as amended December 1990 and known as 1 Architectural Works Copyright Protection Act of1990.The protection includes but is not limited to the overall form as well as SCALE: 1./4" = 1' - 0" the arrangement and composition of spaces and elements of design.Under such protection,unauthorized use of these plans, work or home represented,can legally result in the cessation of construction or buildings being seized and/or monetary F— compensation to OZA/SABBEfH ARCHITECTURE. NONNI 6/12/24 2:27 PM I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L ASS Im U N A A rP"0 1 INO T RESIDENCE 4630 NASSAU POINT RD CUTCHOGUE NY 11935 CONTRACTOR: STRUCTURAL CONSULTANT: TBD DiLandro Andrews Engineering 158 Country Rd 39 — — Southampton, NY 11968 . (631) 259 3959 3 A401 SURVEYOR: LANDSCAPE CONSULTANT: — — Kenneth Woychuk LS Dragonfly Landscape Design ,.--------------------- P.O. Box 1 53 P.O. Box 974 ! Aquebogue, NY 1 1931 Westhampton Beach NY 11978 (631) 298 1588 (631) 288 8158 EL.88 of Architect's Notes ------------ ----- ------ - -- -- - ------- ---------- ------- ----- - --4F 1 1 . . I 1 T----- --- - ; j11 r 11 = _ _-� _-- --- -- i I i 1 1 II I I I I I 1 I I I k -- -_—_ r- — —_ ------ I — I i iI III i I �_` I jII � — - -KITCHEN / DINING / LIVING-___ ==1 _ - _ � i ! 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D D /` /,r i \' D \. i/ i i V. i / \, '/ it , l/ //' ,i� - T.O.F.F ASE EN T' i$ i r M f i /' - - - - - - EL.64'6" / i ., 'F i� - a- / �,r'. /' l D '�' , - , , > , /. , \- ' - .'I J , 11� ,'\ \ l /'. �\ '- > f. , ' . \ '% - r \i' /`, - / \' I. - / 1 . r I .1 2( )_ SECTION SCALE: 1/4" = 1' - 0" � I — Q — A7 z �'9 A401 A401 �� i I i ----------------- - — -- --------- — -- 7 y .CARE D ARc r------------ I V \ /� ------- --- --- -- ---------- - - ------ -- �`" / T.O.ROOF ( I -- - -- - - i `Yr t /, - - r - - - - -- -_----°--- - - - -- - - - -- ---- -- .-- - - - - - ------ -- --. -- - - - - - - --- --- - - -- -- - - - -- - - --- --- -- EL.86'-0" !' - a 45° �=.` I I — `— 1-1 - -- --- ---- -------- -------- ---= — --- _ - --- - - - -- - -_---=-- _ I i - - - -- _. I ..-- - -- ---- --- ------- -- -- -- i I : �- I - I — -- - - tS� ��' s a -- -- I �3 � 1 i I i �j. 037� O F I I °. li ' � 45 0 F I � li N I I I ICI , II , I I — 71 _ I II � = : : —PANTRY - ! i I KITCHEN / DINING / LIVING I ,II %' ! 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I 11 � I 1 , - /' - - F Sabbeth Architects 2408 MONTAUK HIGHWAY#2A BRIDGEHAMPTON NY 11932 These plans are copyrighted and are subject to copyright protection as an"architectural work"under Sec.102 of the SECTION Copyright Act,17 U.S.O.as amended December 1990 and known as 1 Architectural Works Copyright Protection Act of1990.The protection includes but is not limited to the overall form as well as SCALE: 1/4" = 1' - 0" the arrangement and composition of spaces and elements of design.Under such protection,unauthorized use of these plans, work or home represented,can legally result in the cessation of -1 �- construction or buildings being seized and/or monetary compensation to OZA/SABBETH ARCHITECTURE. 6112124 2:27 PM N J% S S A U P 0 A A I RESIDENCE 4630 NASSAU POINT RD CUTCHOGUE NY 11935 CONTRACTOR: STRUCTURAL CONSULTANT: TBD DiLandro Andrews Engineering 158 Country Rd 39 Southampton, NY 11968 (631) 259 3959 SURVEYOR: LANDSCAPE CONSULTANT: Kenneth Woychuk LS Dragonfly Landscape Design P.O. Box 153 P.O. Box 974 Aquebogue, NY 1 1931 Westhampton Beach NY 11978 (631) 298 1588 (631) 288 8158 Architect's Notes No. Issue Date 01 PERMIT SET 06.12.2024 E D ARC NY 0 ..A T.O.ROOF - ---- --- v / - - --- ------- -------------- ----------- --r -- - -- -- ------ --- - - ---- '9). 037 O -- -- �- -- =� ---- -1 KITCHEN / DINING / LIVING J % % / — ,' W117 W118 _ --------------------------- (� T.O.F.F.GROUND LEVEL S e Ct I O 1 n 1 S D D D D 7-' -77 ~ D --- ----^------ -------- --^�- - - ----- ------- --------------------------- -- ------- .---- - - - ----- --------- - ------ --- - - _ \ - - - I - D D - p / � D ! / \ / i D \ R EAT ROOM A302 ILO 00 G 00 - Sca e: 1/4 1 0 ♦ , - \ + \. Natural it r Site Grade Patio Flush t New r. a o us o e Gr ade' ' de Da te:. A 'I rj 2 2 24 I p 3 0 D D I + ♦ D T.O.F.F.BASEMENT Dra wn B, OZA/ SABBETH AR CHITECTS CHITE T ♦ > Y� C S EL. 4'6 6" r _ Eai D i D 'i / i F n 7 Sabbeth , Y i Architects 2408 MONTAUK HIGHWAY#2A BRIDGEHAMPTON NY 11932 These plans are copyrighted and are subject to copyright SECTION CT i O N protection as an"architectural work"under Sec.102 of the 1 Copyright Act,17 U.S.O.as amended December 1990 and known as Architectural Works Copyright Protection Act of1990.The „ — , „ protection includes but is not limited to the overall form as well as SCALE: 1/4 - 1 - 0 the arrangement and composition of spaces and elements of design.Under such protection,unauthorized use of these plans, work or home represented,can legally result in the cessation of construction or buildings being seized and/or monetary compensation to OZA/SABBETH ARCHITECTURE. 6/12/24 2:27 PM i i i i i L - Ow`h A U :. IN A S 0 P" 0 1 4T RESIDENCE 4630 NASSAU POINT RD CUTCHOGUE NY 11935 CONTRACTOR: STRUCTURAL CONSULTANT: TBD DiLandro Andrews Engineering 158 Country Rd 39 Southampton, NY 11968 (631) 259 3959 SURVEYOR: LANDSCAPE CONSULTANT: Kenneth Woychuk LS Dragonfly Landscape Design P.O. Box 153 P.O. Box 974 Aquebogue, NY 11931 Westhampton Beach NY 11978 (631) 298 1588 (631) 288 8158 Architect's Notes )0 0� �ooJo 0 0 ° ° 4 '2 1 Oo� o O O O O O 0 O O O O 2 4_ ' Z 4 ,t4�no \Q �o f /I t, P 2 L L W10x2 STEEL BEAM / ^1 SIMPSON STRONGTIE IUS FACEMOUNT v HANGAR-TJI APPLICATION v v v' v 10 10 ROCKWOOL BATT R-60 ROCKWOOL BATT R-60 I ZIP SYSTEM®SHEATHING AND TAPE ' � ZIP SYSTEM®SHEATHING AND TAPE /��' 3/4" BENJAMIN OBDYKE SLICKER@ 3/4" BENJAMIN OBDYKE SLICKER® L CLASSIC RAINSCREEN L L CLASSIC RAINSCREEN L' 'L 2 z , 2 z 2' i 1"CEDAR VERTICAL BOARD 2 2 Y / 1"CEDAR VERTICAL BOARD 2 2 2 No. Issue Date 8 8 8 8 8' 8 8 g g ,, g'7,7 - �.. t: 01 PERMIT SET 06.12.2024 -- Ri 2 6 -- 2x6 STUD WALLS, ROCKWOOL BATT R-21 5/8" GYP BOARD FINISH -- W104 V f I I r ; , i T.O.F.F. T.O.F.F. T.O.F.F. EL. +75'-0" EL. +75'-0" i- -- -.-6 — EL.+75'-0" T L L ROCKWOOL BATT R-60 L L L , ROCKWOOL BATT R-60 i zL - 41 W1 x i� 0 33 STEEL BEAM / I I v v v v v L L, L 1/2"GYP BOARD CEILING FINISH L T.O.WALL 2 _ s 2 T.O.WALL EL.+73'-7" D D EL. +73'-7" P, ID, I I , I8, 6 ' 18 ' s $ �111 8 ' D 'i pi ii 8 , I I, ii ii D 2 '41 2 4 D I , D I p i b b I , D �- D p 2x4 STUD WALLS, CLOSED CELL SPRAY R-21 D D001 d D 1/2"GYP BOARD FINISH D D i i D i i D I , I , D pl II I , D D D I I `• p I ^l D 10" POURED CONCRETE WALL W/#5 REBAR D D / 12" O.C.VERTICALLY AND HORIZONTALLY ` #5 REBAR @ 12"O.C. LOCKING FOOTING AND ION WALL AND O D p p WALL A MINIMUM OF 16" (TYP) INTO p p p 3 0 3 7 13 D /D p OF N�� II D Ii ti iii D D D p 12"X 36" POURED CONCRETE FOOTING D / 12"X 36" POURED CONCRETE FOOTING D p W/ 3#5 CONTINUOUS REBAR SET ON p W/3 #5 CONTINUOUS REBAR SET ON � II UNDISTURBED SOIL(TYP) ° D UNDISTURBED SOIL(TYP) �D — II II D II II 4"CONCRETE RAT SLAB 4" CONCRETE RAT SLAB p D D p 4"CONCRETE RAT SLAB Wall Sections 4"XPS FOAM BOARD INSULATION R-20 T.O.F.F. 4"XPS FOAM BOARD INSULATION R-20 p a T.O.F.F. 4"XPS FOAM BOARD INSULATION R-20 8"COMPACTED GRAVEL BED EL.+64'-6" 8"COMPACTED GRAVEL BED T.O. SLAB p �':' a ,_, D EL. +64'-6" 8" COMPACTED GRAVEL BED L D - D D D D p D T.O. FOOTING D D D / p D T.O. FOOTING D p D D D D p T.O. FOOTING p D D r u D _ / D r u _ D _ r n D D EL. +64-1/2 , p � I , D p EL.+ 4-1 - EL.- D 6"COMPACTED GRAVEL BASE D— D D 6" COMPACTED GRAVEL BASE D D p D D ° 6"COMPACTED GRAVEL BASE - D D D D D p p „ D US 200 WOVEN GEOTEXTILE D D ty D US 200 WOVEN GEOTEXTILE p D ;p p D D ° ° p ' F D p p D p D A401 US 200 WOVEN GEOTEXTILE WELL COMPACTED FILL 95/o COMPACTED = p D p D p D p D _ o -� D D , , p WELL COMPACTED FILL 95%COMPACTED �� D p , , D p D ' ; D D WELL COMPACTED FILL 95%COMPACTED >�O n O O (�O D p p On O(� O c n(� p D b D TU `l l� v O ((�I r 1i — i n PROCTOR DENSITY, NO FINES OR ORGANICS, °� �J �� p D PROCTOR DENSITY, NO FINES OR ORGANICS, �J° �ZYJo �o XJo D D p ° D D Jo o ZX o PROCTOR DENSITY,NO FINES OR ORGANICS, Scale: 1 1/2 — 1 - 0 o °V �O BELOW ALL SLABS(TYP) O , ° D p D D D D / BELOW ALL SLABS(TYP) 7� 0 �� D p D D �, D D D p D D O� O C� BELOW ALL SLABS(TYP) -- — 0 0 0 0� o r�lD i p i o 0 o p p, p i D p o 0 0 ° � `------ ------------------ - O(� O� O(1 O��O D ------------ - p p D b_--- -------------p----------, �CC��° �� C� °C Date: p D �J �)o -- D------------- "�, ° ° ° ° -- -------------- p ° ° ° ° -------------- -- - D --�----------------- --- ° Aril 23, 2024 pJ _ -----_--- D p p D 70 o p ---D-- ----------�----0------------- ---- -------- D �000° ° -----D--- - -- D- -- - D- D- ------------------D------- 0 D ----- --- --- --- o��o 0�(3 �----------�------------------�------------- ----p-- o �o 0 0 �o �o p ---------------p-------------p-===o-====___-----D-- --===p---p--===___-----D------------------p------- � � °� ° Drawn By ARCHITECTS 0 o b D D p o� �o� �Mn,1J°� °� �o0 D D D OZA/ SABBETH j l F �` D ° o 0 0� o o Q o' o D o 0 0 0 0 0 0 0' o ' 0 0 0 0' o 7XJ ° U O° o o� d o 0 0 0 �Jo oC4 0 oO D C� 0 0 0 o C o — °O°�°8o��8c °�'°�°°p�°C� o on°80� oQ�o040��0�' oo�°go�jo�jo�'�'o o�° °8Q� °�°��° °��'°� �°�'°Q�v �°�°��°�� °V ��oo�6J°°Q °°V °CQ o°Q °°� °� 0°2 °C� � ° °� °� ° ° � ° ° °� O ° ° ° ° °U °� - �o�°go��'jo� C� o� Co�� Co�� o� o� o�V o� o� oU �VCo�� o� i01( J o� Oo Oo�� Oo�� o� o Our oCo� o� Ooo� o� oOo� o� oco o� oo� o� o o� o o� o� 000�Vo� o o� Co� Vo�JCo�� Co�� oo o ovo� °� ° °(�O�°(°� °°QUO° °°g0(°� 0°�°go°CEO(°°� O(°�O�o Coo C� (°°��Ojo°°go(°°��O° O (�°c� ° O ° Cj0(°�°go(�Og ° O°C�o(�°g0(°� O ,�o�OoC� o`�Oo� obOOoOo�OjOOo�Oo �o 'd�0oO.Jo ,�o7`Voo� O.Jo��OOoCy�,O�OO oOo ZXJo Oo Oo� oo ZSJo '�J.Jo �o� Oc 'ZYJo �o �Uoo .,'zXJo o �o ZS.Jo 'ZS�Jo o o�ZY.Jo�`iy.Jo oza � Q- C�, .,� �C� �Q �C�l�-.= �_--<�_1-�z� ��Q��C�. � - _-° � (_�� _�� (� 4 �,_- °8 "� � °80 �o �o �o '�O �o � �° �o �o �, � � 0 0 / - Sabbeth y Architects 2408 MONTAUK HIGHWAY#2A BRIDGEHAMPTON NY 11932 These plans are copyrighted and are subject to copyright WALL SECTION C T I O N 2 WA L L SECTION WA L L SECTION protection as an"architectural work"under Sec. an of the 3 Copyright Act,17 U.S.O.as amended December 1990 and known as Architectural Works Copyright Protection Act of1990.The SCALE: 1 1/2" = 1' - 0" SCALE: 1 1/2" = 1' - 0" SCALE: 1 1/2" = 1' - 0" protection arrangement and composition of spaces anl form d elements eofas design.Under such protection,unauthorized use of these Plans, work or home represented,can legally result in the cessation of I— construction or buildings being seized and/or monetary compensation to OZA/SABBETH ARCHITECTURE. 6/12124 2:27 PM NASSA U P"h0o" 1141T RESIDENCE 4630 NASSAU POINT RD CUTCHOGUE NY 11935 EXTERIOR DOOR SCHEDULE NO. LOCATION TYPE OPERATION MATERIAL PRODUCT LINE U-FACTOR COMMENTS CONTRACTOR: STRUCTURAL CONSULTANT: BASEMENT TBD DiLandro Andrews Engineering 0001 GREAT ROOM 3 PANEL GLASS SLIDING DOOR OXX-EGRESS ALUMINUM ANDERSEN E-SERIES F 0.32 158 Country Rd 39 Southampton, NY 11968 GROUND FLOOR (631) 259 3959 D101 ENTRY GLASS PIVOT DOOR ALUMINUM ANDERSEN E-SERIES 0.32 MULL TO W101 D102 DINING 3 PANEL GLASS SLIDING DOOR OXX ALUMINUM ANDERSEN E-SERIES 0.32 D103 MASTER BEDROOM 2 PANEL GLASS SLIDING DOOR OX-EGRESS ALUMINUM ANDERSEN E-SERIES 0.32 D104 MASTER BATH GLASS SWING DOOR ALUMINUM ANDERSEN E-SERIES 0.32 MULL TO W111 D105 GUEST BEDROOM 1 GLASS SWING DOOR EGRESS ALUMINUM ANDERSEN E-SERIES 0.32 MULL TO Wl 16 SURVEYOR: LANDSCAPE CONSULTANT: D106 GUEST BEDROOM 2 GLASS SWING DOOR EGRESS ALUMINUM ANDERSEN E-SERIES 0.32 MULL TO W117 Kenneth Woychuk LS Dragonfly Landscape Design D107 GARAGE GARAGE DOOR WOOD-CLAD P.O. Box 153 P.O. Box 974 EXTERIOR WINDOW SCHEDULE Aquebogue, NY 1 1931 Westhampton Beach NY 11978 (631) 298 1588 (631) 288 8158 NO. LOCATION TYPE OPERATION MATERIAL PRODUCT LINE U-FACTOR COMMENTS BASEMENT W001 GREAT ROOM 1 PANEL,FIXED WINDOW ALUMINUM ANDERSEN E-SERIES 0.28 Architect's Notes W002 GREAT ROOM 1 PANEL,FIXED WINDOW ALUMINUM ANDERSEN E-SERIES 0.28 GROUND FLOOR W101 ENTRY 1 PANEL,FIXED WINDOW ALUMINUM ANDERSEN E-SERIES 0.28 MULL TO D101 W102 ENTRY 1 PANEL,FIXED WINDOW ALUMINUM ANDERSEN E-SERIES 0.28 W 103 KITCHEN 1 PANEL,FIXED WINDOW ALUMINUM ANDERSEN E-SERIES 0.28 W104 DINING 1 PANEL,FIXED WINDOW ALUMINUM ANDERSEN E-SERIES 0.28 W105 LIVING 1 PANEL,FIXED WINDOW ALUMINUM ANDERSEN E-SERIES 0.28 W106 LIBRARY/OFFICE 1 PANEL,FIXED WINDOW ALUMINUM ANDERSEN E-SERIES 0.28 W107 MASTER BEDROOM 1 PANEL,FIXED WINDOW ALUMINUM ANDERSEN E-SERIES 0.28 W108 MASTER BEDROOM 1 PANEL,FIXED WINDOW ALUMINUM ANDERSEN E-SERIES 0.28 _ W109 MASTER BEDROOM 1 PANEL,FIXED WINDOW ALUMINUM ANDERSEN E-SERIES 0.28 W710 MASTER BATH 1 PANEL,FIXED WINDOW ALUMINUM ANDERSEN E-SERIES 0.28 Will MASTER BATH 1 PANEL,FIXED WINDOW ALUMINUM ANDERSEN E-SERIES 0.28 MULL TO D104 W112 MASTER BEDROOM 1 PANEL,FIXED WINDOW ALUMINUM ANDERSEN E-SERIES 0.28 W113 LIVING 1 PANEL,FIXED WINDOW ALUMINUM ANDERSEN E-SERIES 0.28 W114 KITCHEN 1 PANEL,FIXED WINDOW ALUMINUM ANDERSEN E-SERIES 0.28 W115 ART FOYER 1 PANEL,FIXED WINDOW ALUMINUM ANDERSEN E-SERIES 0.28 W116 GUEST BEDROOM 1 2 PANEL,FIXED,LOWER AWNING ALUMINUM ANDERSEN E-SERIES 0.28 MULL TO D105 W117 GUEST BEDROOM 2 2 PANEL,FIXED,LOWER AWNING ALUMINUM ANDERSEN E-SERIES 0.28 MULL TO D106 W118 GUEST BATH 2 1 PANEL,FIXED WINDOW ALUMINUM ANDERSEN E-SERIES 0.28 No. Issue Date ROOF W201 OVER ART FOYER 1 PANEL,FIXED SKYLIGHT ALUMINUM VELUX 0.32 W202 OVER KITCHEN 1 PANEL,FIXED SKYLIGHT ALUMINUM VELUX 0.32 01 PERMIT SET 06.12.2024 EXTERIOR DOOR AND WINDOW NOTES ALL DOOR&WINDOW GLAZING SHALL BE TEMPRED,LOW-E COATED,INSULATED&THERMALLY BROKEN ALL SAFETY GLAZING SHALL BE LABELED WHICH ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING DESTOYED HARDWARE TBD 17'-6 3/4" I o Ln I o — W202 W201 SKYLIGHT SKYLIGHT 1 5'-5 1/4" T 4'-7 7/16" 7'-10 3/8" 7'-5 1/4" 7'-5 1/4" 17'-3 7/8" j o j o 0 0 I Zo o o o ...... i, N W119 W117 W116 W111 W110 W109 W108 _ o MULL TO D106 MULL TO DI OS MULL TO D104 7'-2 3/8" 12'-5" 15'-5 1/4" 7'-4" 20'-0" 2'� E.D A&C 7'-4" — �5 AY 02 `4—S `' . co FOF N� i W115 CW1I� W107 W106 W104 W114 W113 W105 W103 W102 W1010 o o � oo 0 0 00 MULLTOD101 Door & Window Schedule 16'-1 1/2" 2'1 10" 1 7'-5 7/16" 15'-5 1/4" 4'-8 7/8" 15'-5 1/4" 1 — T T A501 �- ---------------- — ---- Scale: 1/4" = 1' - 0° 0 691 0 0 o 0 0 o o co Z6 Date: April 23, 2024 8 � R Drawn By: OZA/ SABBETH ARCHITECTS ....... � D107 D106 D105 D104 D103 D102 D101 D001 OZa _ 0 000 0 0 0 _0 GARAGE DOOR MULL TOW 117 MULL TO W 116 MLI L TO W 111 MULL TO W101 S a b b e t h EGRESS DOOR EGRESS DOOR EGRESS DOOR EGRESS DOOR Architects 2408 MONTAUK HIGHWAY#2A BRIDGEHAMPTON NY 11932 These plans are copyrighted and are subject to copyright protection as an"architectural work"under Sec.102 of the Copyright Act,17 U.S.O.as amended December 1990 and known as Architectural Works Copyright Protection Act of1990.The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design.Under such protection,unauthorized use of these plans, work or home represented,can legally result in the cessation of I I I I I I I I I ( I r— construction or buildings being seized and/or monetary compensation to OZA/SABBETH ARCHITECTURE. 6/12/24 2:27 PM I ! I I L A S S Am U OF` 0 1 I'mo T RESIDENCE 4630 NASSAU POINT RD CUTCHOGUE NY 11935 CONTRACTOR: STRUCTURAL CONSULTANT: TBD DiLandro Andrews Engineering 158 Country Rd 39 Southampton, NY 11968 (631) 259 3959 SURVEYOR: LANDSCAPE CONSULTANT: Kenneth Woychuk LS Dragonfly Landscape Design P.O. Box 153 P.O. Box 974 Aquebogue, NY 11931 Westhampton Beach NY 11978 (631) 298 1588 (631) 288 8158 Architect's Notes i i No. Issue Date 01 PERMIT SET 06.12.2024 _ l ,I GYP BOARD FIRE BLOCKING (TYP) 2" SOLID WOOD FIRE-RATED DOOR w/ SELF CLOSING HINGES HALLWAY GARAGE I ED A& NY O / 0371� O FOF N��N CRAWL SPACE Fire Separation Details A [ U1 Scale: 3/4" = 1' - 0" Date: April 23, 2024 Drawn By: OZA/ SABBETH ARCHITECTS SECTION oza SCALE: 3/4"= 1'-0" Sabbeth Architects 2408 MONTAUK HIGHWAY#2A BRIDGEHAMPTON NY 11932 These plans are copyrighted and are subject to copyright protection as an"architectural work"under Sec.102 of the Copyright Act,17 U.S.O.as amended December 1990 and known as Architectural Works Copyright Protection Act of1990.The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design.Under such protection,unauthorized use of these plans, work or home represented,can legally result in the cessation of construction or buildings beingg seized and/or moneta I compensation to OZA/SABBETH ARCHITECTUREry 6/12/24 2:27 PM i I I I I I I I I I I I I I I I I I I I I I I I I L 1k I Ak SS A U � 011111116, IMA A P IM I RESIDENCE 4630 NASSAU POINT RD 18 x 48 Sonotube CUTCHOGUE NY 11935 6 x 6 Post -- -- -=_ - - _______ CON STRUCTURAL CONSULTANT: TRACTOR: TBD DiLandro Andrews Engineerin g II -- - - -- --- ------ -- -- ------ -- ---- --- -.---- --- ----- ---- ------ — ------ I I ---------- ----------- ---------- _ - 15 8 Country Rd Southampton, NY 11968 -- - -- - ' - I ---------- ----------- ----------� I (631) 259 3959 r I I I I I I 2 x 6 Framing - - I DeckBoards I r -i I I I 5/4 x 6 ec -- - _- -=-- — - _ — - _ - --- - I r----------- -- - - � I Piped-- ------ --------- - Drain to be Pie SURVEYOR: LANDSCAPE CONSULTANT: I' - I I to Drywell — Kenneth Woychuk LS Dragonfly Landscape Design - _ _ I I I I P.O. Box 153 P.O. Box 974 - - -__- _— I r---------- ----------- ------- -1 I Aquebogue, NY 1 1931 Westhampton Beach NY 11978 -_ 3 2981588 3 288 15 - =.- -- - -- —- ---- -- - -- -- -- - i i ------- ( ) ( ) 8 8 f i 1 6 1 ---- ----------- --- ------- I — cfl - - C9 I I I I I Architect's Notes I I 00 00 - --- i j I I -- ' `---j L---------- ----------- ---------- —----- i ' I i I I I - ---------------- ------------- I----------- ----------- -----------a - ; I __ -- --- -_ — _- — -- =— -- -- - — - ---- ,.k - +. ---------- ----------- -------- - II, i 'I ` _ - t T ---It 1 —————————————————————————————1__ J / No Issue Date I 1 6'-10 1/4" 1 01 PERMIT SET 06.12.2024 V Simpson Post Connector ; Simpson Post Connector DWIPatio Flush to Grade ----- ---------- -----L----I---- -----L----'---- I — I I I I I I I I 1 1 I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I — I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I 1 1 I I I I II I L——————————————————————————————————————————-'I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I 1 I I I I I I I I I I I 1 I 1 I I I I I I 1 1 I 1 I I I I I 1 I I I I I I 1 I I I I 1 I I I I I 1 I I I I I I SOUTH ELEVATION SOUTH ELEVATION Enlarged Foundation Plan 6 SCALE: 3/4"= V-0" SCALE: 3/4"= V-0" SCALE: 3/4"= V-0" A801 5 - =1 1 -1 ITEEE.M I I II ( I II I( I it I 11 1 ' i I i I I II I - I r I I I --- � - ' I I 1 I I I 3 6 A801 O I � I I M ' I ' 00 I I i - - ..- -- - - I k ?,F-D qRc� i j I I I 1 I - I 11 ICI r -- .•__-_ ..._._ _>- ••--__-_ .s '.::- -__.=-.-.a _»-_-•_- - <-r-.-. r_ -®® __ —_ _ _ _--_ ! O II - - - - - - - - - -- - - - - - ; ; I � � - N I I H 4- -— - I I I 1 I I I I I 1 1 I I I I I I I I 1 I I I I I I I Simpson Post Connector Simpson Post Connector 2 -7 1/2 3'-8" 8" ____-____J_____� -------------------------------- _____i____—_— _________________________________________________ _____I____J____ -------------------------- Outdoor Shower Details I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 2 I I I I I I I I — A801 I I I I I I I I I I I I I I I I � i i i i i A801 I I 1 I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I Scale: 3/4" = 1' — 0"I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I 1 Date: April 23, 2024 I I I I I I I I I I I I I I I I I I I I I I I I Drawn By: OZA/ SABBETH ARCHITECTS I I I I I I I I Oza - -WEST ELEVATION SOUTH ELEVATION ENLARGED PLAN Sabbeth 3 SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-0" Architects 2408 MONTAUK HIGHWAY#2A BRIDGEHAMPTON NY 11932 These plans are copyrighted and are subject to copyright protection as an"architectural work"under Sec.102 of the Copyright Act,17 U.S.O.as amended December 1990 and known as Architectural Works Copyright Protection Act of1990.The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design.Under such protection,unauthorized use of these plans, work or home represented,can legally result in the cessation of construction or buildings being seized and/or monetary compensation to OZA/SABBETH ARCHITECTURE. 6/12/24 2:27 PM INE ASS A U P011NET RESIDENCE 4630 NASSAU POINT RD CUTCHOGUE NY 11935 CONTRACTOR: STRUCTURAL CONSULTANT: TBD DiLandro Andrews Engineering 158 Country Rd 39 — Southampton, NY 11968 (631) 259 3959 SURVEYOR: LANDSCAPE CONSULTANT: Kenneth Woychuk LS Dragonfly Landscape Design P.O. Box 153 P.O. Box 974 Aquebogue, NY 11931 Westhampton Beach NY 11978 (631) 298 1588 (631) 288 8158 Architect's Notes No. Issue Date 01 PERMIT SET 06.12.2024 GENERAL NOTES 1.UNLESS NOTED OTHERWISE ON DRAWINGS,OR UNLESS DIRECTED OTHERWISE BY ARCHITECT,OR DUE TO UNFORESEEN CONDITIONS AT THE TIME OF INSTALLATION, _ ALL ELECTRICAL OUTLET DEVICES AND CONTROLS SHALL BE INSTALLED AT THE HEIGHTS SHOWN. 2.THE PLATES OF ALL WALL SWITCHES,KEYPADS,VACUUM INLETS,AND CONVENIENCE OUTLETS ON GYPSUM BOARD,WOOD PAINTED WHITE,OR CORIAN ��D �� SHALL BE SATIN WHITE AS MANUFACTURED BY LUTRON"ARCHITECTURAL"LINE OR AN APPROVED EQUAL. 3.THE PLATES OF ALL DEVICES LISTED ABOVE ON SURFACES OTHER THAN GYPSUM NY 0Zt BOARD,WOOD PAINTED WHITE,OR CORIAN SHALL BE SATIN IBLACK AS /•� 7 0- MANUFACTURED BY LUTRON"ARCHITECTURAL"LINE OR AN APPROVED EQUAL. 4" MIN- 12" MAX 4.ALL OUTLETS AND SWITCHES SHOWN IMMEDIATELY ADJACENT TO ONE ANOTHER SHALL BE COVERED WITH A SINGLE PLATE. CL 5."A.F.F."NOTATION IS MEASUREMENT FROM FINISHED FLOOR TO CENTERLINE OF / LAMB � N 6.SINGLE POLE SWITCH TO FANS ON DRAWINGS REPRESENTS SWITCHING TO V� O� 037 A 3 CONTROL FAN SPEED AND DIMMING OF LIGHT FIXTURE AS SUPPLIED BY � , O 3 +-7 ` O MANUFACTURER OR AN APPROVED EQUAL. r_ O F N 7.ALL SWITCHES,OUTLETS,SMOKE DETECTORS OR ANY OTHER ELECTRICAL V DEVICES NOT INDICATED ON PLAN BUT REQUIRED BY THE GOVERNING CODE SHALL CO SD BE IN CONTRACTOR'S BID AND ARCHITECT NOTIFIED OF LOCATIONS BEFORE FROM EDGE OF INSTALLATION. WALL OR —A DOORJAMB 8.ANY ELECTRICAL DEVICES NOT SPECIFIED ON THE DRAWINGS THAT ARE ii NECESSARY FOR THE FIXTURES TO WORK PROPERLY MUST BE BROUGHT TO THE ELECTRICAL SYMBOL LEGEND 8" FBI ATTENTION OF THE ARCHITECT AND BE INCLUDED IN THE CONTRACTOR'S BID. _ -— -— —----—-—-- 9.ALL EXTERIOR CONVIENCE OUTLETS SHALL BE MOUNTED FLUSH IN WALL, Electrical Notes & Code SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION PAINTED TO MATCH SIDING,AND MANUFACTURED BY ARLINGTON INDUSTRIES MODEL"LOW PROFILE IN BOX FOR NEW CONSTRUCTION"OR APPROVED EQUAL. ALL KEYPAD ® FLUSH FLOOR DUPLEX CONV.OUTLET RECESSED FIBER OPTIC WALL FIXTURE Os CENTRAL VACUUM VACUSWEEP -�- STEREO VOLUME CONTROL EXTERIOR OUTLETS ARE TO BE MOUNTED AT 7 1 1/16"AFF UNLESS OTHERWISE FO © � O Q O NOTED. HOMERUN SWITCH- (3)THREEWAY SL POWER FOR OPERABLE SKYLIGHT - FIBER OPTIC CABLE CO CARBON MONOXIDE ALARM wAP WIRELESS ACCESS POINT — —-- —---- 10.ALL SMOKE DETECTORS SHALL BE FLUSH MOUNT UNITS AS MANUFACTURED BY — (D)DIMMER BOSCH"FCP-500"SERIES-MODEL NO.FCP-500 OR AN APPROVED EQUAL AND INSTALLED BY THE SECURITY ALARM CONSULTANT IN ORDER TO CONNECT TO aHOMERUN SWITCH W/OCCUPANCY SENSOR A.SH ROLL-UP SHADE OUTLET IN POCKET FO FIBER OPTIC ILLUMINATOR 0 THERMOSTAT CPT CHORDLESS PHONE TRANSCEIVER CENTRAL SECURITY BATTERY BACKUP CNVEINCE�7 11.ALL CARBON MONOXIDE DETECTORS SHALL BE FLUSH MOUNT UNITS AS (3)THREEWAY go SWITCH OUTLET W/HALF CONTROLLED _ LINE VOLTAGE TRACK& FIXTURES sD SMOKE DETECTOR-(W)WALL MOUNTED OE - LOCAL A/V EQUIP. LOCATION o MANUFACTURED BY BOSCH"FCP-500"SERIES-MODEL NO.FCP-500-C OR AN E001 SINGLE POLE SWITCH- (D)DIMMER -,� �,� APPROVED EQUAL AND INSTALLED BY THE SECURITY ALARM CONSULTANT AND (WP)WATERPROOF COMBINATION CARBON MONOXIDE INSTALLED BY THE SECURITY ALARM CONSULTANT IN ORDER TO CONNECT TO (DS)DOOR SWITCH SPECIAL PURPOSE RECEPTACLE R—( RECESSED STRIP FIXTURE SD Co DETECTOR&SMOKE ALARM MULTIPLE FUNCTION OUTLET: O CENTRAL SECURITY BATTERY BACKUP Scale: N/A V CONVENIENCE OUTLET RECESSED CEILING FIXTURE STRIP FIXTURE 12.ALL FLUSH FLOOR DUPLEX CONVENIENCE OUTLETS SHALL BE THOMAS&BETTS OD DOOR CHIME CALL BUTTON C D C-CABLE — — - , MANUFACTURED BY CARLON,OR AN Date: Aril 23 2024 P E ID-DATA/COMPUTER _ - — 3/8 E9761 SS WITH STAINLESS STEEL COVERS AS MANUFACTUR p � P-TELEPHONE REVEAL APPROVED EQUAL. REMOVE CARPET FLANGE. :YM PLUG MOLD RECESSED STEP FIXTURE RECESSED WALL GRAZER LIGHT FIXTURE © DOOR CHIME E-ELECTRICAL OUTLET FOR DEVICE — Drawn By: OZA/ SABBETH ARCHITECTS o„ 13.FOR ALL EXTERIOR FIXTURES MOUNTED IN STAIR RISERS,DISTANCE FROM 1-77 TT FINISHED FLOOR TO CENTERLINE OF LAMP SHALL BE HALF THE HEIGHT OF THE 4-POLE CONVENIENCE OUTLET ® CEILING MOUNT FIXTURE DECK MOUNTED FIXTURE PS PHOTO SENSOR ® RISER. CEILING FAN 14.CONTRACTOR TO COORDINATE AESTHETICS/LOCATIONS OF ALL MOTORIZED TOUCH PANEL DISPLAY ® IPOD DOCK ❑M MOTION SENSOR CEILING MOUNT SPEAKER NOT TO SCALE SHADE TRANSFORMERS WITH ARCHITECT. CONTRACTOR TO INCLUDE IN BID ALL O NECESSARY MATERIALS AND LABOR ASSOCIATED WITH POWERING MOTORIZED za :&FI GROUND FAULT INTERRUPT OUTLET O PENDANT FIXTURE ® ELECTRICAL MOTOR SHADES TO MANUFACTURER'S RECOMMENDATION. S a b b e t h �} WALL MOUNT SPEAKER- (R)RECESSED 15.BRAUN OR APPROVED EQUAL FOR CENTRAL VACUUM; PROVIDE HOSE AND WATERPROOF OUTLET I 0 WALL MOUNTED FIXTURE ® EXHAUST FAN-(W)WALL MOUNTED (SUB)SUB-WOOFER / TOOL SET @ ALL LOCATIONS SHOWN. WP / 16.ALL PLUG MOLDS SHALL BE MODEL NO.24R312TRS15WH AS MANUFACTURED Architects APPLIANCE OUTLET I R I RECESSED FLOOR FIXTURE Ov CENTRAL VACUUM INLET FLOOR MOUNT SPEAKER I S I BY WIREMOLD OR AN APPROVED EQUAL. 220 11----�� r` 2408 MONTAUK HIGHWAY#2A BRIDGEHAMPTON NY 11932 These plans are copyrighted and are subject to copyright protection as an"architectural work"under Sec.102 of the Copyright Act,17 U.S.O.as amended December 1990 and known as Architectural Works Copyright Protection Act of1990.The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design.Under such protection,unauthorized use of these plans, work or home represented,can legally result in the cessation of construction or buildings being seized and/or monetary compensation to OZA/SABBEFH ARCHITECTURE. 6/12124 2:27 PM A S S A U I A301 \ i6k VU IM I 72 RESIDENCE 4630 NASSAU POINT RD CUTCHOGUE NY 11935 r--------..--- -1 r--------- '---------------------------^— ..-------------`------ — --� D D II I -----------------------------�---------------.--------------------- I I r— — GFI CONTRACTOR: STRUCTURAL CONSULTANT: TBD DiLandro Andrews Engineering j 1 i I j 158 Country Rd 39 Southampton, NY 11968 t I I i i i i (631) 259 3959 I I I I I I L—————————————————————————J ! I l I I I i i p SURVEYOR: LANDSCAPE CONSULTANT: ! I I I I R R R — Kenneth Woychuk LS Dragonfly Landscape Design GFI GFI P.O. Box 153 P.O. Box 974 I I I I Aquebogue, NY 11931 Westhampton Beach NY 11978 ! I I I I I I I I 1 (631) 298 1588 (631) 288 8158 L------------- I CRAWL SPACE MECH ROOM 21x22 9" Architect's Notes D i i i I I I I I I 1 i I I I R R R I I I I GFI GFI — 1I I I p I I I I I I ' L-------------- L----------------- IL------------------------------------------------------------------------------------- � GFI r .--- - —.--.—..------ �., —---_— --------'-- ————————————————— --------,-----� --—. -- — _ -- _ -- -.—..,..,---.— .—_---.---.. — —_. —,....-----,-------- — ---_'.--- (3) No. Issue Date D r� qn Q R R R G 01 PERMIT SET 06.12.2024 I �c I 1 a p ----------------------------- 1 I SD CO � I { 1 D A I D { I .. 1 D i i R R R I — I 1 - ' D._ 1 A301 — -- — I I \ I — A301 D GREAT ROOM DoO, i I �, =—_ — ' I 17'-6" x 31' --- -- ---- - ---- -- - 1 1 1 A30Z I A302 { I I ! ! I I R R R I ° L—— ---'------------ ^---,--- ..� v I POOL PATIO ABOVE °I — I W001 I R R R D — I — � I I I — I , L--------------------------------------- ----------------- ------------- (A FI - -- �-----------------^---; � _ - D WINE STORAGE r— ————————————————— —————————————— ——————————————————————————————————— I � �------------------------------------------------------------------------------------ s'-6" x11'-o" PWDR R R 3'-6" x 7' I R R I I I t I I R R I 1 I I SD CO BASEMENT FLOOR AREA I I I I D' 11 672 SF CRAWL SPACE D I i I UP I I I I I ► I I �E D AR c,5, { 1 1 I I I I I I I I AY I V �0 MECH / STORAGE 5' x 22'-6" ,�;rA p R R • ` _yl { , '9 43 037,�3 ��' t------------------------------------------------------------------------------------- i————————J -------------------------------------------------------------------------------------- I � OF N. � - ------------------ { I I I I 1 I ! I I I I I I I t { I I t { I I I { I ! { I I I Basement Electrical PlanI I { t I L---------------' I I 1 I 1 I I I 1 I 1 { � 1 I 1 I 1 I { I z — ' I ' Scale: 1/4" = 1' - 0" I { ! I 1 I I Date: 1 1 � April 23, 2024 Drawn By: OZA/ SABBETH ARCHITECTS — I I I I I 1 I 1 ! I I I Oza I I ! Sabbeth ! I I 1 I I , 1 I 1 , Architects I -----------------------------------------------------------J I I 1 — 2408 MONTAUK HIGHWAY 42A BRIDGEHAMPTON NY 11932 ' ! These plans are copyrighted and are subject to copyright I ' protection as an"architectural work"under Sec.102 of the I I Copyright Act,17 U.S.O.as amended December 1990 and known as Architectural Works Copyright Protection Act of1990.The L-—————— ——J protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design.Under such protection,unauthorized use of these plans, work or home represented,can legally result in the cessation of construction or buildings being seized and/or monetary 1 compensation to OZA/SABBETH ARCHITECTURE. 6/12/24 2:27 PM i i l i l i l l l i i l i i i i i l i i i i i i l l i l i I i i i l l L 2 A OwI111I A U P0111- ImI A301 NA A `2 ---------------------------------------------------------- ---:------ ------------------•-------------------------------------------------------------------------------------------------------s------------ �Principle Setback RESIDENCE 7 4 • . • • • • - - I - - - - • .' �HVAC PA . . -- - - 4630 NASSAU POINT RD D . CUTCHOGUE NY 11935 7G ----- - ------------------------------------- ------------------------------------------------------ I ------------------------------------ zzo-------------------------------------------------------------setb -c-k----------------------------- 22oAccessory Poo (3) - CONTRACTOR: STRUCTURAL CONSULTANT 1 1 W110 W109 I ° ;' W p TBD DiLandro Andrews Engineering sD co I o ® LIBRARY OFFICE POOL EQUIP • � ;; 158 Country Rd 39 III - - , - I� • _� 15I_ n x 1 51 6n Southampton, NY11 968CONCRETE PAD • (631) 259 3959 R R R kl' m - 4 a AUNDRY / 220 SURVEYOR: LANDSCAPE CONSULTANT: R R R R Q w106 — Kenneth Woychuk LS Dragonfly Landscape Design r ° LINEN 76 GF ,'ilk 5'-6" X 9'-4" P.O. Box 153 P.O. Box 974 Aquebogue, NY 11931 Westhampton Beach NY 11978 wP GF '^� (631) 298 1588 (631) 288 8158 O `MASTER MASTER 14 1 BATH CLOSET — i 9'-611 x 21'-6" 7'-611 x 21'-6" `f R R sD co R Architect's Notes 1 1 SPA Will 11 R (J(3) R R ��/ n��I\\ GFI 7' x 7' ii o I MASTER BEDROOM 15'-611 x 21'-6" — ' wlo7 I D104 D103 W1 12 (3)(D) O (3)rl (3) GFI I WP WP I I GFI No. Issue Date a, R R R R R R °�i 01 PERMIT SET 06.12.2024 _ 1 a ❑ W113 W10 Gt i I I ❑ LIVING / DINING / KITCHEN j r I II I - - - - - 22-6 x 40 R R R R \�\ I A301 - ---------------- - - - A301 POOL D102 W104 (' 12' x 40' t - -�--- --- - - --- --- - - ° / " A302 ------------------ R R R R V I i ti i , 1 1 I I I P ❑ I I I 1 I W114 W103 I C� , l i R R R R Skylight Above I I _ i I I I 1 (3) I I I i I WP (3)( ) — ---- — -- ———— WPOb - WP GFI ———— GFI I (3)(D) �- W117 D106 W116 D105 W115 FI GUEST R R I BATH 1 ' i R R R R 5'-6" X 11'-6t1 — I 1 R--� PWDR R PANTRY I R GF Skylight Above 4'-611 X 7' 7' X 8'-6" GUEST GUEST --WP BEDROOM 2 BEDROOM 1 / HABITABLE FLOOR AREA 11'-6" x 15'-6" 11'-6" x 13'-6" 1 I i ART FOYER 31 ,4015 SF 1 It 1 I � I R SD CO R R - - so co R 7-6 X 14 C ^ - R DN RV 'G D A (3) Y A O GARAGE AREA ENTRY GUEST ,"BATH 2 R I I t II 1 605 SF 5-6 x 40 — ' i W118 1 " 1 1' sD co I 5-6 X 9-6 _ I 1 i R R R R R R I 4 - w102 03 037 \ 0�" I ;ter/ , 1 UP TOTAL GFA (WP) 0 F N GFI GFI J t'� W101 D101 f 4,01 0 SF i � -- -- '�` GARAGE v FI R R R GF -� - Ground Floor Electrical 76 � " - - � ��-� - � -- � � � Plan l - '� Jl_ (D / 7 �� - El 02 �/\, Scale: 1/4" = 1' - 0" Date: April 23, 2024 ---- i I . , s ac Drawn By: OZA/ SABBETH ARCHITECTS I------- I �e - FI R �' GF P C� i Oza Sabbeth - - Architects - — 2408 MONTAUK HIGHWAY#2A BRIDGEHAMPTON NY 11932 These plans are copyrighted and are subject to copyright protection as an"architectural work"under Sec.102 of the Copyright Act,17 U.S.O.as amended December 1990 and known as Architectural Works Copyright Protection Act of1990.The protection includes but is not limited to the overall form as well as I _ - - the arrangement and composition of spaces and elements of design.Under such protection,unauthorized use of these plans, I - - work or home represented,can legally result in the cessation of - - - - construction or buildings being seized and/or monetary compensation to OZA/SABBEfH ARCHITECTURE. 6/12/24 2:27 PM GENERAL NOTES 22. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE 5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN 2. SHEATHING PANELS FOR FLOORS, ROOF, AND WALLS SHALL BE APA RATED STEEL DECK NOTES PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR ACCORDANCE WITH ACI PUBLICATION 315,LATEST EDITION. SHEATHING, EXPOSURE 1, WITH A MINIMUM SPAN INDEX RATING OF 32/16. SEE 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE NEW YORK BUILDING WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ARCHITECTURAL PLANS FOR THICKNESS. 1. STEEL DECK SHALL BE DESIGNED, FABRICATED, AND ERECTED IN CODE 2020. ALL WORK SHALL CONFORM TO LATEST N.Y.S. BUILDING CODE AND ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY 6. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT ONLY 3. SHEATHING PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE ACCORDANCE WITH THE CURRENT SPECIFICATION OF THE STEEL DECK ALL RULES AND REGULATIONS. AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE UNLESS OTHERWISE NOTED. ALL REINFORCING SHALL LAP 36 BAR DIAMETERS GRAIN PERPENDICULAR ACROSS SUPPORTS AND CONTINUOUS OVER TWO OR ARCHITECT OR ENGINEER. MINIMUM AT SPLICES UNLESS OTHERWISE NOTED. MORE SPANS. PROVIDE 1/8" SPACE BETWEEN PANEL EDGES PARALLEL TO FACE rNSTITUTE. Di La nd ro 2. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607 OF NEW GRAIN, 1/16" SPACE BETWEEN PANEL EDGES OVER SUPPORTING MEMBERS. 2. COMPOSITE FORMED STEEL FLOOR DECK TO BE 2" DEEP 20 GAGE UNCOATED a - Andrews YORK STATE BUILDING CODE 2020. 23. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, 7. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS (SEE SECTION 20.6.1 STEEL THICKNESS = 0.0358"), GALVANIZED (G60 COATING), UNITED STEEL DECK ® E n g i n e e r i n g CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK ACI 318,FOR CONDITIONS NOT NOTED)UNLESS NOTED OTHERWISE IN PLANS. 4. FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH TYPE LOK-FLOOR COMPOSITE FLOOR DECK AS MANUFACTURED BY CANAM 3. THE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF,IF REQUIRED. CONSTRUCTION ADHESIVE SUCH AS PL200, LAID IN A CONTINUOUS 1/4" WIDE STEEL CORPORATION,OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. 158 County Rd. 39, Suite 10 PRESSURES SPECIFIED IN SECTION 1609. A. FORMED WALL 2" BACKFILL SIDE. 3/4" FRONT SIDE BEAD ALONG THE MEMBER LENGTH. Southampton, N.Y.1 trite 24. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL BUILDING B. FOOTING 3" Office:Southampton, 259Y.11 3. FORMED STEEL ROOF DECK TO BE 1-1/2" DEEP, 20 GAGE (UNCOATED STEEL ) 968 4. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY WORK. C. SLABS ON GRADE 3/4" TOP,3" BOTTOM 5. AT DESIGNATED SHEAR WALLS HORIZONTAL EDGES OF WALL SHEATHING lnfo@DiLandroAndrews.com -3959 ' THICKNESS = 0.0358"), GALVANIZED (G60 COATING)., WIDE RIB, UNITED STEEL @ LOADS: D. STRUCTURAL SLABS 3/4" SHALL BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE DECK "B" DECK PROFILE, AS MANUFACTURED BY CANAM STEEL DECK, Certificate No.: 0019523 25. IF ANY, CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING BACKING FOR SPECIFIED PANEL EDGE NAILING. A. FLOOR LIVE LOAD: 40 PSF UTILITY LINES IN AREA OF FOUNDATION WORK AND SHALL USE HAND 8. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS, SEE INCORPORATED OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. EXCAVATION IN AREAS OF SUSPECTED UNDER GROUND UTILITIES AND DETAILS. Professional Seal B. ROOF LOADS: SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL 4. THE STEEL DECK SHALL BE SUPPLIED IN MINIMUM LENGTHS AS REQUIRED TO REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER 9. WELDING OF REINFORCING BARS, ONLY WHEN PERMITTED BY THE LAMINATED VENEER LUMBER, LAMINATED PROVIDE A "3-SPAN" CONDITION END CLOSURES, ROOF SUMPS, CLOSURES AT SNOW: INSPECTION OF HIS WORK. STRUCTURAL ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING STRUCTURAL LUMBER AND PARALLEL STRAND PENETRATIONS, AND ALL OTHER ACCESSORIES NECESSARY FOR A COMPLETE OCCUPANCY CATEGORY II SOCIETY STANDARD DIA-79; BARS SHALL CONFORM TO ASTM A706. LUMBER NOTES: INSTALLATION ARE REQUIRED. GROUND SNOW LOAD,Pg 20 PSF ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS SHALL EXPOSURE FACTOR,Ce 1.0 CONCRETE NOTES CONFORM TO ASTM A233, CLASS E90XX. SCHEDULED OR DETAILED 5. COMPOSITE FORMED STEEL FLOOR DECK SHALL BE WELDED TO SUPPORTING THERMAL FACTOR,Ct 1.0 1. LAMINATED VENEER LUMBER (LVL) SHALL BE "MICRO-LAM" AS STEEL WITH 5/8" DIAMETER PUDDLE WELDS AT 12" ON CENTER, UNLESS REINFORCEMENT SHALL NOT BE TACK WELD FOR ANY REASON.1.0 IMPORTANCE FACTOR,Is 20.0 PSF 10. MANUFACTURED BY WEYERHAEUSER, "G-P LAM" AS MANUFACTURED BY THE OTHERWISE NOTED. INTERMEDIATE SIDE CONNECTIONS SHALL BE MADE WITH FLAT ROOF SNOW LOAD,Pf 1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED GEORGIA PACIFIC CORPORATION OR "GANG-LAM" AS MANUFACTURED BY THE #10 SELF TAPPING SCREWS OR WELDED WITH 1 1/2" LONG WELDS AT A BELOW,UNLESS OTHERWISE NOTED: DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION LOUISIANA PACIFIC CORPORATION. PARALLEL STRAND LUMBER (PSL) SHALL MAXIMUM SPACING OF Y-0" ON CENTER, UNLESS OTHERWISE NOTED. IN LIEU FOR DEFORMED STEEL WIRE FOR CONCRETE REINFORCEMENT ASTM A496 WITH C. WIND DESIGN DATA: A MINIMUM YIELD STRENGTH OF 70,000 PSI. STANDARD ASTM A615 GRADE 60 BE "PARALLAM" AS MANUFACTURED BY WEYERHAEUSER. LAMINATED OF PUDDLE WELDS, POWDER ACTUATED FASTENERS HAVING THE SAME WIND LOADS HAVE BEEN DETERMINED BASED ON SECTION 1609.1.1 IN ACCORDANCE USAGE 28 DAY MAX AGG. STRUCTURAL LUMBER (LSL) SHALL BE "TIMBERSTRAND" AS MANUFACTURED CAPACITY AS THE SPECIFIED PUDDLE WELDS,MAY BE USED.FASTENERS SHALL WITH ASCE 7,SECTION 6.5,METHOD 2 ANALYTICAL PROCEDURE STRENGTH(PSI) SIZE REINFORCING BARS MAY NOT BE SUBSTITUTED FOR DEFORMED BAR ANCHORS BY WEYERHAEUSER. UNLESS PERMITTED BY THE STRUCTURAL ENGINEER. BE MANUFACTURED BY HILTI, INC. OR AN APPROVED EQUAL. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER INDICATING OCCUPANCY CATEGORY 11 A. SLAB ON GRADE 4000 S.C. 1" 2. MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF BEAMS FASTENER DATA INCLUDING SIZE VS. STEEL SUBSTRATE MATERIAL, SPACING, B. FOUNDATION AND BASEMENT WALLS 4000 S.C. 111 11. PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM 4x4-W2.OxW2.0 IN ALL TOPPING BASIC WIND SPEED(3-SECOND GUST) 140 MPH SLABS UNLESS OTHERWISE NOTED. DESIGNATED AS LVL,PSL,AND LSL MATERIAL SHALL BE AS FOLLOWS: CAPACITIES, INCLUDING DIAPHRAGM SHEAR CAPACITIES, METHOD OF IMPORTANCE FACTOR,Iw 1.0 C. PIERS 4000 S.C. 1 INSTALLATION AND PROGRAM FOR QUALITY ASSURANCE OF INSTALLATION. EXPOSURE B D. RETAINING WALLS 4000 S.C. 1" 12. PROVIDE #4 AT 12" CENTERS MINIMUM EACH WAY TOP IN ALL HOUSEKEEPING 2.0E LVL 2.0E PSL 1.55E LSL INTERNAL PRESSURE COEFFICIENT 0.18 ' FB(FOR DEPTHS< 12")= 2600 PSI 2900 PSI 2325 PSI 6. STEEL DECK MUST BE PROTECTED BEFORE AND AFTER ERECTION AND ALL DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING ON BUILDING WALLS 2. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE PADS SUPPORTING MECHANICAL EQUIPMENT WHETHER SHOWN ON THESE FC(PARALLEL TO GRAIN)= 251O PSI 2900 PSI 2170 PSI DEBRIS CLEANED FROM ITS SURFACE WHERE CONCRETE WILL BE POURED OR (USE ZONE 4 GENERALLY;USE ZONE 5 WITHIN Y-0"OF BUILDING WALL CORNERS): SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE DRAWINGS OR NOT UNLESS OTHERWISE NOTED. FC(PERPENDICULAR TO GRAIN)= 750 PSI 625 PSI 900 PSI ROOFING IS TO BE PLACED. AGGREGATE, NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM FV= 285 PSI 290 PSI 31O PSI 5. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. C33 AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. E= 2,000,000 PSI 2,000,000 PSI 1,550,000 PSI SUPPORT OF ANY CONSTRUCTION EQUIPMENT INCLUDING REINFORCING OF FRAMING NOTES: ABBREVIATIONS AND SYMBOLS THE BUILDING STRUCTURE 1S THE RESPONSIBILITY OF THE GENERAL CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE MEMBER SIZES SHOWN ON PLAN(WIDTH X DEPTH)SPECIFIED AS LVL MAY BE CONTRACTOR. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED SPECIFICATIONS AS LW OR LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR 1. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW CONSTRUCTED OF MULTIPLE LVL PLIES OR PSL OF THE SPECIFIED DEPTH, ON FRAMED FLOORS OR ROOFS. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD SHALE COARSE AGGREGATE CONFORMING TO ASTM C330,NATURAL SAND AND AREAS. INSTALL AND REMOVE (AFTER COMPLETION) ALL TEMPORARY FASTENED TOGETHER BY NAILING OR BOLTING AS REQUIRED. MEMBER SIZES AB ANCHOR BOLT PSI POUNDS PER SQUARE INCH FOR EACH PARTICULAR LOAD. TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. LW CONCRETE SHALL SUPPORTS, HEADERS AND DUST SCREENS TO ADEQUATELY SUSTAIN ALL FOLLOWED ONLY BY PSL MUST BE INSTALLED AS A SOLID MEMBER,NOT ARCH ARCHITECT PSL PARALLEL STRAND LUMBER NOT WEIGH LESS THAN 95 NOR MORE THAN 116PCF. LOADS. BUILT-UP. BC BOTTOM CHORD RF ROOF 6. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN BEL BELOW RJ ROOF JOIST ENGINEERING OF THE FORM WORK, SHORES AND RE-SHORES, AS WELL AS ITS 3. ALL CONCRETE SHALL BE A MINIMUM 4000 PSI @ 28 DAY TEST. 2. ALL WOOD FRAMING NOTED AS 2x MATERIAL TO BE DOUGLAS FIR GRADE 2 OR 3. MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION BM BEAM RTNG RETAINING CONSTRUCTION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL BETTER UNLESS OTHERWISE NOTED. FROM THE ENGINEER. BO BOTTOM OF SCHED SCHEDULE SUCH ENGINEERING SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP BP BASEPLATE SECT SECTION LICENSED IN THE STATE OF NEW YORK. AT THE POINT OF DISCHARGE AS FOLLOWS: 3. FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN BOS BOTTOM OF STEEL SF SQUARE FEET 300 FEET, MIN. (OR AS PER MANUFACTURER'S SPECIFICATION), OF A SALT STRUCTURAL STEEL BRCG BRACING SHTHG SHEATHING 7. THE METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE A. RAMPS AND SLOPING SURFACES -3" MAXIMUM WATER SHORELINE SHALL BE STAINLESS STEEL. BRG BEARING SIM SIMILAR RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR B. FOUNDATION CONCRETE -3" TO 6" BS BOTH SIDES SOG SLAB ON GRADE SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE C. ALL OTHER CONCRETE -3" TO 5" 4. WOOD SILLS TO BE O 1 2" x 6" A.C.Q. LUMBER WITH 1/2" DIA. ANCHOR BOLTS 12" 1. STRUCTURAL STEEL MATERIALS AND WORKMANSHIP SHALL BE IN INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. BW BOTH WAYS SPEC SPECIFICATION LONG MINIMUM AT Y-O" O.C. AND P-0" AWAY FROM CORNERS UNLESS ACCORDANCE WITH THE LATEST AISC "ALLOWABLE STRENGTH DESIGN (ASD) C CAMBER SS STAINLESS STEEL CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND 5. MIXING, TRANSPORTING,AND PLACING OF CONCRETE SHALL CONFORM TO ACI OTHERWISE NOTED. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". CA COLUMN ABOVE STAG STAGGER PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 301. CANT CANTILEVER STIF STIFFENER BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO 5. PROVIDE DOUBLE HEADERS, TRIMMERS, AND FRAMING AT ALL STAIR 2. MATERIALS: CB COLUMN BELOW STL STEEL APPLICABLE CODES, STANDARDS,AND GOOD PRACTICE. 6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE OPENINGS, FLOOR OPENINGS, BATHTUBS, AND ALL POSTS AND PARTITIONS CC CENTER TO CENTER STRUCT STRUCTURAL POURS. ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS RUNNING PARALLEL TO FLOOR FRAMING. PROVIDE BLOCKING UNDER ALL A. WIDE FLANGE SHAPES: ASTM A992 GRADE 50 CF CUBIC FOOT TO TOP OF 8. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT WITH VERTICAL BULKHEADS. THE LOCATIONS OF THE CONSTRUCTION JOINTS PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. B. AMERICAN STANDARD SHAPES,ANGLES, CIP CAST IN PLACE TC TOP CHORD DOCUMENTS. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ADDITIONAL PLATES AND BARS: ASTM A36 CL CENTERLINE TEMP TEMPORARY PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC. NOT HEREIN REINFORCING AT CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE 6. BRIDGING TO BE EITHER SOLID OR (1) V x 3" OR 18 GA CROSS BRIDGING &NOT C. STRUCTURAL STEEL TUBING,RECTANGULAR COL COLUMN TOC TOP OF CONCRETE INDICATED. OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION OR STRUCTURAL ENGINEER, SEE TYPICAL DETAIL.DRAWING SHOWING LOCATIONS TO EXCEED A MAXIMUM 8'4" O.C. AND SQUARE: ASTM A500. GRADE B(FY=46 KSI) CONC CONCRETE TOF TOP OF FOOTING DIAMETER OF 12 INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OF CONSTRUCTION JOINTS SHALL BE SUBMITTED BY THE GENERAL D. BOLTS: ASTM 325 CY CUBIC YARD TOS TOP OF STEEL OR REINFORCEMENT, UNLESS OTHERWISE NOTED. THE LOCATION OF SLEEVES CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW AND 7. ALL NON-BEARING INTERIOR HEADERS TO BE 2 2" x 6" UNLESS OTHERWISE E. ANCHOR RODS: ASTM F1554 GRADE 36 pF NEW O � DIA DIAMETER TOW TOP OF WALL OR OPENINGS IN STRUCTURAL MEMBERS SHALL BE SUBMITTED TO THE VERIFICATION. NOTED. F. WELDING ELECTRODE: ASTM E70XX,LOW HYDROGEN DET DETAIL TYP TYPICAL P��NENR y yO,9 STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. G. SHEAR CONNECTORS: 3/4"O ASTM A-108 DN DOWN UON UNLESS OTHERWISE NOTED 7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 8. ALL INTERIOR HEADERS SHALL BE(2)2"x 8" UNLESS OTHERWISE NOTED. DWL DOWEL VIF VERIFY IN FIELD O� 9. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, FLOOR ELEVATIONS, SACKS OF CEMENT PER CUBIC YARD. NO FLY ASH SHALL BE USED IN ANY 3. ALL BEAMS AND GIRDERS SHALL BE PROVIDED WITH FLEXIBLE SHEAR EF EACH FACE W/ WITH M c SLOPES AND THE LOCATION OF DEPRESSED FLOOR AREAS. CONCRETE. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED AIR CONTENT 9. ALL STRUCTURAL WOOD SHALL BE KEPT 2" CLEAR FROM CHIMNEYS. CONNECTIONS EQUAL IN VALUE TO THE LOADS SHOWN ON THE AISC SAFE EOS EDGE OF SLAB WP WORKING POINT SHOULD BE 6 PERCENT WITH A TOLERANCE OF+/- 1.5 PERCENT. LOAD TABLES PLUS THE PERCENTAGE LISTED BELOW UNLESS OTHERWISE EP EMBEDDED PATE WWR WELDED WIRE REINFORCEMENT � 10. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR 10. JOIST HANGER TECO CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL NOTED. EQ EQUAL FO P97201 TO STARTING WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL LOAD CARRYING CONDITIONS, ETC. TO BE BY AN APPROVED MANUFACTURER EX EXISTING A9�FESS10 THESE PLANS AND MAKE WORK COMPLY WITH THE SAME. SLOTS, PIPE SLEEVES, ANCHOR BOLTS, ETC. AS REQUIRED FOR MECHANICAL FOR FLUSH STRUCTURAL FRAMING. WHEN IN CONTACT WITH A.C.Q. USE NEW A. ALL BEAMS WITHOUT STUD SHEAR CONNECTORS =+35% F FOOTING TRADES BEFORE CONCRETE IS POURED;THESE ITEMS ARE TO BE INSTALLED BY DOUBLE DIP GALVANIZED FRAMING HARDWARE. B. ALL GIRDERS WITHOUT STUD SHEAR CONNECTORS =+35% FDN FOUNDATION 11. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR GENERAL CONTRACTOR. SLOT AND SLEEVE DRAWINGS SHALL BE SUBMITTED C. ALL BEAMS WITH STUD SHEAR CONNECTORS =+65% FIN FINISH TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW 11. FRAMING CONNECTIONS FROM EXTERIOR WALL TO ROOF ARE TO BE TIED WITH D. ALL GIRDERS WITH STUD SHEAR CONNECTORS =+65% FJ FLOOR JOIST AND VERIFICATION. FRAME CONNECTIONS. FLG FLANGE U) 12. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. THESE REQUIREMENTS SHALL BE ADJUSTED AS NECESSARY FOR MEMBERS FRMG FRAMING Uj 9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON 12. ALL BEAMS MUST HAVE SOLID BEARING TO FOUNDATION, (REFER TO THAT SUPPORT OTHER BEAMS. THIS PROVISION MAY BE REDUCED ONLY FT FEET �- 13. THE GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH PLANS AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED. CONSTRUCTION DETAILS). WHERE SPECIFICALLY PERMITTED BY THE STRUCTURAL ENGINEER. FTG FOOTING O ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE CONNECTIONS SHALL BE DESIGNED TO DEVELOP A MINIMUM END REACTION GALV GALVANIZED z ARCHITECT PRIOR TO FABRICATION OR INSTALLING STRUCTURAL MEMBERS. 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO 13. ALL HEADERS EXCEEDING 5'-0" SHALL HAVE A DOUBLE JACK STUD WITH A OF 6.0 KIPS.USE A MINIMUM OF 2 BOLTS FOR ALL BOLTED CONNECTIONS. GLB GLUE-LAMINATED BEAM THE SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS DOUBLE KING STUD AND A DOUBLE SILL PLATE. GR GRADE J 14. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY OTHERWISE SHOWN. 4_ T14F.USE OF T14F CUTTING TORCH IN THE FIELD WILL NOT BE PERMITTED. HDR HEADER CONTRACTOR, SUB-CONTRACTOR, ERECTOR, FABRICATOR, MATERIAL 14. 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD HGR HANGER SUPPLIER, ETC. IN LIEU OF PREPARATION OF SHOP DRAWINGS, SIGNIFIES HIS 11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE STANDARDS AND SHALL TAKE THE PLACE OF'CCA'. 5. ENDS OF BEAMS AND WEBS SHALL BE REINFORCED WHERE CUTS OR COPES HORIZ HORIZONTAL ACCEPTANCE OF ALL INFORMATION SHOWN HERE ON AS CORRECT AND DIAMETER LARGER THAN 1/3 THE SLAB THICKNESS AND SHALL NOT BE SPACED REDUCE STRENGTH BELOW REQUIRED VALUES. HSB HIGH STRENGTH BOLT OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO CLOSER THAN THEIR DIAMETERS ON CENTER. ALUMINUM CONDUITS SHALL 15. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS IN INCH c ( ` ANY ERRORS THAT MAY OCCUR HERE ON. NOT BE PLACED IN CONCRETE. 6. WHERE MILLED STIFFENERS ARE REQUIRED, THERE SHALL BE NO WELD � AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR Q � INFO INFORMATION LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. PLACED AT THE MILLED SURFACES (EXCEPT FOR TACK WELDS OR WHERE JST JOIST r, gin^4 Z) 15. ALL CODES, COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS, ETC. 12. NO ALUMINUM SHALL BE CAST IN CONCRETE. SHOWN OTHERWISE). NO WELD SHALL BE PLACED IN CLIPPED CORNERS OF K KIP �I REFERRED TO IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE STIFFENERS. KSF KIP PER SQUARE FOOT PROJECT SPECIFICATIONS INCLUDE ALL AMENDMENTS, SUPPLEMENTS AND 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. DIMENSIONED WOOD FRAMING NOTES: LB LAG BOLT ADDENDA IN FORCE AT THE DATE OF THESE DOCUMENTS. WORK SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP 7. ALL WELDING SHALL BE SUBJECT TO INSPECTION AND SHALL BE IN LL LIVE LOAD DRAWINGS. ACCORDANCE WITH THE LATEST MANUALS OF THE AMERICAN WELDING LLH LONG LEG HORIZONTAL -J 16. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE 1. THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED SOCIETY. NO WELD SHALL START UNLESS AN INSPECTOR ENGAGED BY THE LWC LIGHTWEIGHT CONCRETE Q ARCHITECT OR ENGINEER WILL NEGATE THE CERTIFICATION OF THESE PLANS. 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO AS FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: OWNER IS PRESENT (IN THE SHOP AND IN THE FIELD). SHOP DRAWINGS LVL LAMINATED VENEER LUMBER REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING JOIST APPROVED BY THE STRUCTURAL ENGINEER WITH THEIR STAMP OF APPROVAL MAX MAXIMUM LLI 17. 1F IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES SUBMISSION OF CONCRETE TEST MIXES. S,RAFTERS AND STUDS: OR AS NOTED SHALL BE PROVIDED TO THE INSPECTION AGENCY. ALL WELDING MC MOMENT CONNECTION z WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP IS TO BE DONE BY WELDERS LICENSED IN ACCORDANCE WITH ALL MIN MINIMUM W WORK AND NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS DOUGLAS FIR-LARCH OR DOUGLAS FIR-LARCH(NORTH),NO.2. REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, AND THE RULES NTS NOT TO SCALE '� rrunng FOLLOW THIS PROCEDURE AND CONTINUE WITH WORK,HE SHALL ASSUME ALL CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. FB (BASE)=850 PSI AND REGULATIONS OF THE BOARD OF STANDARDS AND APPEALS. NWC NORMAL WEIGHT CONCRETE V RESPONSIBILITY AND LIABILITY THEREFROM. FV(BASE)= 180 PSI OC ON CENTER E(BASE)= 1,600,000 PSI 8. WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED AND/OR WHERE NOTED P/C PRECAST 18. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL REINFORCING STEEL 2. THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR M.C. ON DRAWINGS, THE CONNECTION SHALL BE MADE TO DEVELOP THE FULL PAF POWDER ACTUATED FASTENER CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL STRENGTH OF THE SECTION. SUCH CONNECTIONS SHALL NOT INTERFERE WITH PCF POUNDS PER CUBIC FOOT ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE CONNECTIONS IS BASED ON THE LUMBER HAVING A MOISTURE CONTENT AT ANY ARCHITECTURAL OR MECHANICAL CLEARANCES. PL PLATE CERTIFICATE OF OCCUPANCY. 1. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM THE TIME OF INSTALLATION OF 19%OR LESS. PLF POUNDS PER LINEAR FOOT SPECIFICATION OF DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE 9. SUBMIT SHOP DRAWINGS ERECTION PLANS WORK PROCEDURES AND PLWD PLYWOOD 19. WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED REINFORCEMENT, ASTM A615, STANDARD SPECIFICATION FOR EPDXY-COATED 3. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH "CROWN" UP (I.E. POSITIVE QUALIFICATIONS TO THE STRUCTURAL ENGINEER FOR APPROVAL. PSF POUNDS PER SQUARE FOOT ABOVE AND OTHER CODES, PUBLICATIONS, SPECIFICATIONS AND DRAWINGS STEEL REINFORCING BARS, ASTM A775, STANDARD SPECIFICATION FOR CAMBER)AND WITHIN 1/2 INCH OF STRAIGHT,END-TO-END ALIGNMENT. CITED HEREIN, THE REQUIREMENTS OF THE MORE STRINGENT ITEM SHALL FABRICATION AND JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCING 10. FULL PENETRATION GROOVE WELDS ARE TO BE ULTRASONICALLY TESTED. GOVERN. BARS, ASTM D3963, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL 4. SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, ETC.) LUMBER 0 WIRE AND WELDED WIRE REINFORCEMENT, ASTM A884. DETAILING OF SHALL NOT BE USED. 11. ALL CONNECTIONS USING HIGH STRENGTH BOLTS SHALL BE TESTED BY 20. ANY SUBSTITUTIONS OR ALTERNATES (DETAILS,MEMBERS,ETC.)MAY BE USED REINFORCEMENT, ASTM A615. DETAILING OF REINFORCING STEEL SHALL OWNERS TESTING LAB. IF SUCH SUBSTITUTION OR ALTERNATES ARE SUBMITTED TO THE ENGINEER CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. 5. NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR FOR REVIEW AND ACCEPTANCE IS GRANTED; HOWEVER, THE ENGINEER SHALL RAFTERS SHALL NOT EXCEED ONE-SIXTH THE MEMBER DEPTH AND SHALL NOT 12. HIGH STRENGTH BOLTS OR WELD SHALL BE USED IN THE FOLLOWING z BE THE SOLE JUDGE OF ACCEPTABILITY. IN ANY EVENT, THE CONTRACTOR 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A185 (70,000 BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. END NOTCHES SHALL NOT LOCATIONS: CANTILEVERED MEMBERS (EACH SIDE), MEMBERS NOTED M.C., AT O SHALL BE RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATES AND PSI MINIMUM) AND SHALL BE SUPPLIED IN FLAT SHEETS. ALL WELDING WIRE EXCEED ONE-FOURTH THE MEMBER DEPTH. BORED HOLES SHALL NOT BE MEMBERS SUPPORTING MACHINERY OR OTHER MECHANICAL EQUIPMENT, AT 0 z SUBSTITUTIONS WHICH HE PROPOSES. THE ENGINEER SHALL NOT BE FABRIC SHALL BE LAPPED TWO (2) FULL MESH PANELS AT ENDS AND SIDES WITHIN TWO INCHES OF THE TOP AND BOTTOM OF THE MEMBER AND THEIR ALL HANGER, POST, STRUT AND COLUMN CONNECTIONS, AT MEMBERS RESPONSIBLE FOR ANY CHANGES WITHOUT NOTIFICATION. AND TIED SECURELY, UNLESS OTHERWISE NOTED. DIAMETER SHALL NOT EXCEED ONE-THIRD THE MEMBER DEPTH, UNLESS FRAMING TO COLUMNS AND WITHIN Y-O"OF COLUMNS. Z) LLI OTHERWISE NOTED ON PLANS. 3. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE 13. WHERE A307 BOLTS ARE USED, THREADS SHALL BE DISTORTED AFTER Q :r F)21. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED INSTALLATION TO PREVENT NUTS FROM BACKING OFF. U) V DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR A FOR EARTH BEARING AT A MAXIMUM OF 4'-0" ON CENTER IN EACH DIRECTION. SHEATHING PANELS: COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR DEPTH OF SUPPORT SHALL PROVIDE FOR 3/4" TOP COVER TO REINFORCING, 14. ALL STEEL IS TO BE ERECTED WITH NATURAL CAMBER UNLESS OTHERWISE Q MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK, AS UNLESS OTHERWISE NOTED. NOTED;KEEP ENDS OF ALL CANTILEVERS UP AS NOTED ON DRAWINGS. z INDICATED. 1. SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD ("OSB"), SHALL 4- C) ( ) LO 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 5'-0" CENTERS MAXIMUM, CONFORM TO U.S. PRODUCT STANDARD PS-1, AND BEAR THE APA 15. STRUCTURAL MEMBERS TO BE PAINTED WITH THE FOLLOWING PRIMER; "10-99 W C'7 d7 FOR ALL SLABS ABOVE GRADE. GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ONLY TNEMEC PRIMER" MODIFIED ALKYD RUST INHIBITIVE PRIMER, TNEMEC CO., (fl D PLYWOOD SHALL BE USED ON FLOORS. INC. OR APPROVED EQUAL. (DRY FILM THICKNESS 2.9 TO 3.5 MILS) Wr- a Revisions No. Date Description 1 --/--/-- FOR PERMIT 2 --/--/-- ---- 3 -/-/-- ---- 4 --/--/-- ---- 5 --/--/-- ---- Designed By : AN Drawn By : AN Checked By : AN Date : 01/25/2024 Scale: AS NOTED S �000 Sheet# 66,-� 25'-2" 34'-52" 7'-62" 24'-52" '[63-5 1/2"] — — — N_J DiLandro Andrews Engineering TOP OF SHELF TOP OF SHELF TOP OF SHELF [71'-5 1/2"1 I 158 County Rd. 39, Suite 10 EL. =74'-2 1/2" EL. =73'-10 1/2" I I Cn [63-5 1/2"1 I Southampton, N.Y.11968 I I EL. =74-2 1/2 S.F._ TOP OF SHELF Office: (631)259-3959 N I I � �� o TOP OF WALL I I EL. =73-7 o Certificate dro 19523 Andcom EL. 74-10 1/2= ' " I I TOP OF WALL I I I I I EL. =74'-9" [69-5 1/2"] I^ 2 I I N Professional Seal 8 TOP OF WALL S.F.- S-201 TOP OF SHELF I_r' S-200 I I oo EL. =74'-10 1/2" I I I o EL. =73'-7" m I [67'-5 1/2"] TOP OF WALL UNEXCAVATED OR WELL COMPACTED FILL I ( I EL. =74'-9" ,i,�� I I 95%MODIFIED PROCTOR DENSITY, NO FINES _ N I I OR ORGANICS. BELOW ALL SLABS TYP. S.F. ( �' 4 ISEE DETAIL 5 ON S-201 FOR TYPICAL I I ( S-200 TOP OF SHELF [65'-5 1/2"] I I #oI EL. =74'-2 1/2" I I COMPACTION DETAIL ITOP OF WALLoo EL. =74'-10 1/2" I I I I Z� iv iv L SF [63�5 1=2 _ J I _ _ _ _ I I Ico � _� TOP OF SHELF ( I iv iv N iv I L I m C° [ ]61'-5 1/2"] I I EL. =73'-10 1/2" r I T — 3 I rn ti � I — S-201 I TOP OF SHELF — TOP OF WALL Q - INDICATES FOUNDATION WALL. 4000 CQ c � [63'-51/2"] �� NI CO fn (n Cl) fnPSI COMPRESSIVE STRENGTH MIN. TOP OF SHELF TOP OF SHELF o 00 I us 0 F-2.5 EL. =74'-2 1/2" F-2.5 EL. =74'-2 1/2" o - INDICATES FOUNDATION WALL SHELF, TOP OF WALL TOP OF WALL I SEE DETAILS FOR SIZE EL. =74'-10 1/2" EL. =74'-10 1/2" ( cn u I I Ly FrI I x-x - INDICATES TOP OF SLAB ELEVATION 5 I I I I FROM DATUM ELEVATION I S-200 - - F_2.5 I I I I [-x'-xx"] - INDICATES BOTTOM OF FOOTING 16' 24" 20'o" I I EL. FROM DATUM I I '. I I I NEW 5 SLAB ON GRADE REINFORCED W/4x4-W2.OxW2.OWWF C7 - INDICATES CONTINUOUS/ISOLATED � I I FOOTING, 4000 PSI COMPRESSIVE I I --NEW 5"SLAB ON GRADE REINFORCED STRENGTH MIN. o W/4x4-W2.0xW2.0 WWF I UNEXCAVATED OR WELL COMPACTED FILL I rbN m = I I I 95% MODIFIED PROCTOR DENSITY, NO FINES I I 1 � 65'-0" I OR ORGANICS. BELOW ALL SLABS TYP. co O - INDICATES 12 SONOTUBE w/ BF 28 � I I F NEW y / BIG FOOT FOOTING, 4000 PSINENRy o,� COMPRESSIVE STRENGTH MIN. SEE ARCH. DETAILS FOR FLOOR ( SEE DETAIL 5 ON 5-201 FOR TYPICAL 17 I FINISHES/TOPPING SLAB I COMPACTION DETAIL I I I I Ov Air - INDICATES BASEPLATE TYPE. SEE N „ I I ✓7 I I I ( ~ I F �9 BP-# DETAIL 1/S-400 24'-4" 12'-0$ 72�'lI UNEXCAVATED OR WELL COMPACTED FILL F-2.5 F-2.5 95%MODIFIED PROCTOR DENSITY, NO FINES BP-1 ( ( I I op%FESSIONP\ SEE DETAIL 7/S-200 - -S.F. - INDICATES STEPPED FOOTING. F ( OR ORGANICS. BELOW ALL SLABS TYP. I I I I I L � LJI I41 TOP OF SHELF I I I I I N 5 I EL. =73'-7" I N TOP OF WALL I I _ _ r l I I I NOTES: 00 rn S-200 ( ( N N N LO I I I 1. SLAB ON GRADE INDICATES CONCRETE SLAB W/WWF LO I� r�QO N to 4X4 W-2.OxW-2.0, OVER 10MIL VAPOR BARRIER. N `'9 I`O SEE DETAIL 5 ON S-201 FOR TYPICAL L l� —I 2. DATUM 0'-0" IS SET TO TOP OF FIRST FLOOR SUB FLOOR. iv iv N iv �° COMPACTION DETAIL { T r r I 3. USE WELL COMPACTED FILL 95%MODIFIED PROCTOR DENSITY, 4'-24 "' 0' r- `'' NO FINES OR ORGANICS. BELOW ALL SLABS TYP. T J I I I I Q TOP OF SHELF TOP OF SHELF u: U_ L � u_ [61'-5 1/2"] O EL. =74'-2 1/2" EL. = 74'-2 1/2" vi �u� vi C6 I I v� (0 _ cccq":))) o TOP OF WALL,r, TOP OF WALL ( I EL. =74'-10 1/2' EL. =74'-10 1/2" 7 3 I Cn Nj Q S-200 I S-201 I o Q I I z II I TOP OF SHELF I LLJ EL. =73'-7" 8 UNEXCAVATED OR WELL COMPACTED FILL O TOP OF WALL S-200 95/o MODIFIED PROCTOR DENSITY NO FINES ( I— OR ORGANICS. BELOW ALL SLABS TYP. M EL. =74'-9" CD 00 TOP OF SHELF I u EL. =74'-2 1/2" 9SEE DETAIL S ON S-201 FOR TYPICAL ( M TOP OF SHELF I� COMPACTION DETAIL TOP OF WALL I EL. =73'-7" I TOP OF SHELF EL. =74'-10 1/2" TOP OF WALL EL. =74'-2 1/2" iv ZV Zv iv I EL. =74'-9" 4 TOP OF WALL "' "' `�' I? S-200 Q EL. =74'-10 1/2" co m [63'-5 1/2"] I I z . — - - — z F7 TOP OF SHELF EL. =74'-2 1/2" I I I W I I I I I I 42'_0" 25'_2" � � �'IT Q o I I = I I I lu o ' M s-Zoo FOUNDATION PLAN w COI_ M I I I ( I SCALE: 1/4"= V-0" O COI I I I I a UNEXCAVATED OR WELL COMPACTED FILL `ICIT I I ( I 95aOR ORGANICS. BELOW ALL S MODIFIED PROCTOR ILABS TYpTY, NO NES I I o Revisions "I I TOP OF SHELF U' No. Date Description EL. =74'-2 1/2" 1 __/__/-- FOR PERMIT II 2 --/--/-- ----TOP OF WALL 3 --/--/-- EL. =74'-10 1/2" 4 --/--/-- ---- TOP OF SHELF TOP OF WALL I I I I I I EL. =74'-2 1/2" ., _, EL. =74'-10 1/2" I I Designed By : AN TOP OF SHELF ( TOP OF SHELF I I Drawn By : AN EL. =74'-2 1/2" I I I EL. =74'-2 1/2" I Checked By : AN Date : 01/25/2024 [71'-5 1/2"] Scale: AS NOTED 28'-84" 67'-2" cco"O" TOP OF WALL TOP OF WALL EL.=74'-10 1/2" EL. =74'-10 1/2" 95'-104" s Sheet# ----------------------- H Li !, DiLandro ,7z- Andrews Engineering I I I I 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 lnfo@DiLandroAndrews.com Certificate No.: 0019523 I I ------------- I III I Professional Seal I 14" TJI 560 W 1-1 8" PANEL GLUED AND SCREWED 1 ( III I AT 1 "o.c. 1 PROVIDED WE APPLIED 1 I � ANGLE ALL AROUND W/II I NEW 5"SLAB ON GRADE REINFORCED LONGER LENGTH W/4x4-W2.OxW2.0 WWF VERTICAL, SEE DETAIL '------------------------ 8/s-400 III III III III IIII I� IIIIIIIII —J III IIIUIL�II(I IIIII I ' M� E�-C_--- R O' O lo lo -M 74'-10 1/2 2 X 22-9" S1 X1/2 2.6 -01 SEE ARCH. DETAILS FOR FLOOR lo lo FINISHES/TOPPING SLAB N -_ CC) lo lo lo ET— -II -X oo x lo oo -FUX 1T�2.6 1B-01 N z.s2.6 ----- �- mod � � B I � I I I I I I I I I I I I I I I i I I I I I I _ I I I I I I I I I I I I r' 77 I 11 I I f I G 9 11 I I I I I I I I I I - � y_ I I i t i i I I I I I I - I I ❑ ❑ BP-1 ° I I I I I I I I r I I I I I I I I I I O I G I L------J L------J I I I I 1 1 IL------J I I I l ; P-1 P-1 I I I I I i I I I I I � • L------J l� F a S_201 P-1 + r ---- ----------------� ---— or I I I I I 00 I PROVIDE SIMPSON STRONG MPBZ6X6 ZMAX, 01 MOMENT BASE AT ALL EXTERIOR POSTS oo 00 14" TJI 560 W 1-1 8" PAI EL GLUED AND SCREWED I j j I AT 1 "o.c. x o 00 GR —AT ROOM I I I I 7'-6" x 31' �oF NEw NOTES: f AQ HENRY o9� 1. MINIMUM WOOD POST TO BE(2)-2X POST FOR 2x6 WALLS AND(3)-2X POST FOR 2x4 WALLS. CC 2 2. ALL WOOD FRAME C,ONNE TIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A SIMPSON FACE-MOUNT AA�1GER SIZED TO FIT CONNECTING MEMBERS. JF� 09724� j L=====__-__ _— ------ _----__- -_ _—_-- -- -----------_-------- _ - --- ------- ---- -- I - -------------------- I �/ �\ A'90 Np�. 3. ALL JOISTS OVER BFI..ARING WALLS-ARE-T -HAVE-SOLID-2X-BL-0GKING-BETWEEN-JOISTS-AN BP-1 O FESSIO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. ❑ ❑ 4. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. P-1 P-1 + it 5. FLOOR SHEATHING TO BE 314"CDX MIN GLIDED AND SCREWED, UNLESS OTHERWISE NOTED. I! I 5 - S-201 I I I I I I I I I I FRAMING LEGEND I f I • n'' I I I Z I BEAMS-/-HEADERS---------------------------------------------------------------------- — — — — J o W MOMENT CONNECTION VALUE j WINE STORAGE ! PWD R01(FT-KIPS) ! 3'-6" x 7' 9-6 x 11 -6 BEAM MATERIAL I I� O BEAM SIZE ; O III! I i J ICI I� � LL 1 -_ ---- 2 1 3/4x 11 7/8 LVL © � lI— — °— O �--� U) ®3700 2B-01 W BEAM END REACTIO� �', _:3}1,3_/41.4L1L_L- _ J L NEW 5 SLAB ON GRADE REINFORCED _ v F- (LBS-WOOD) MOMENT - - - W/4x4-W2.OxW2.0 WWF F- LL (KIPS-STEEL) CONNECTION I G, COLUMN x i i i i i x BEAM NUMBEROVER o � I I I 1 SEE ARCH. DETAILS FOR FLOOR � I I I I I I I I 4 i FINISHES/TOPPING SLAB OD ---3/4 x-1 LVL -_i_ - 00 -1-3/4 x I --L = JOIST / RAFTERS -----_----_----------- o MECH STORAGE SPAN DIRECTION 11 EXTENTS OF 14" TJI 560 W 1-1 8" PA EL GLUED AND SCREWED RAFTER PITCH j I DIRECTION o FRAMING AT 1 "o.c. ` AD N I -- QLl Z \�JOIST/RAFTER O >- TYPE. &SPACING i z COLUMIN / POST I I I w - INDICATES STEEL COLUMN BELOW - - -- I U) `/•^) I 1 V O I I G -INDICATES STEEL COLUMN ABOVE/BELOW I I Q O \GO I i Z +GJ - INDICATES STEEL COLUMN ABOVE F- 0 � U ------------------------J 0 - INDICATES COLUMN BELOW i L Z ® - INDICATES COLUMN ABOVE/BELOW ; � NEW 5"SLAB ON GRADE REINFORCED 0. ❑ - INDICATES COLUMN ABOVE I W/4x4-W2.0xW2.0 WWF I ALL WOOD POSTS TO BE (2)-2X MINIMUM ALL:>TEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. E AR ( Revisions SECH. DETAILS FOR FLOOR No. Date Description FINISHES/TOPPING SLAB � �� 1 --/--/-- FOR PERMIT WALL I 2 --/--/-- I 3 -44-- 4 --/--/-- ---- �� -INDICATES LOAD BEARING WALL BELOW ! 5 F- =] -INDICATES LOAD BEARING WALL ABOVE I 3 -INDICATES SHEAR WALL Designed By : AN Drawn By : AN HEADER SCHEDULE I Checked By : AN H-1 - INDICATES HEADER - 4x H-2 - INDICATES HEADER TO BE(2)- 1 3/4x9 1/4" LVL Date : 01/25/2024 H-3 - INDICATES HEADER TO BE(2)- 1 3/4x11 7/8"LVL Scale: AS NOTED Sheet# DiLandro I '�_ Andrews ' Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 Professional Seal DIAMOND SAW CUT. IN AREAS WHERE 6" 6" STOP REINF. SHORT OF TYP. LAP TYP. LAP SLAB IS LEFT EXPOSED, (I.E. LEFT JOINT AT EACH SIDE FIRST POUR SECOND POUR 56 BAR 0 SEE NOTE 1 SEE NOTE 1 UNCOVERED), FILL W/SPECIFIED (TYP.) 01 JOINT FILLER IN ACCORDANCE W/ 4" PREMOLDED TONGUE 6 6 STOP REINF. SHORT OF MANUFACTURER'S INSTRUCTIONS AND GROOVE JOINT JOINT AT EACH SIDE CORNER P�1 BAR SIZE AND .N--K - _ SPACING TO MATCH HORIZ. REINF. O 0" OPENING ,1 TYP ¢a m it 1 (o — Ln.� NCTE: CONSTRUCTION JOINTS ARE TO BE USED WHEN CONCRETING Ll VIL_-- SEE SLAB PLAN FOR CONTROL THE SAW CUT IS TO BE PERFORMED OPERATIONS ARE TO BE INTERRUPTED. CONSTRUCTION JOINTS JOINT LOCATIONS NOTED"CJ" UP TO 12 HOURS AFTER THE CONC. MAY ONLY BE USED AT LOCATION SPECIFIED FOR CONTROL AT CORNERS IS POURED, REFER TO ACI 301. JOINTS, SEE SLAB PLAN AND DETAIL. AT INTERSECTIONS TYPICAL CONTROL JDINT DETAIL SLAB ON GRADE CONSTRUCTION JOINT DETAIL DIAGONAL BARS Second Pour First Pour (2)- BARS @ EACH FACE OF (2)#5 BARS AT EACH TYP LAP WALL/T&B OF SLAB. FOR FACE OF WALL/T&B OF SEE NOTE 1 PROVIDE 1"V GROOVE ON EXPOSED SEE NOTE 3, 4 AND 7 OW WRAP W.W.F.AROUND CONT.#4 SIZE, SEE NOTE 1 (TYP.) SLAB FACE OF WALL AT JOINT. SEE NOTE 7 VAPOR RETARDER, z NOSING BAR, EDGE W/4' RADIUS TOOL SEE PLAN FOR g 1-0" CENTER 2x4 KEY ON WALL REINFORCEMENT CONSTRUCTION JOINT, 6 LAP EDGES 24"AND TAPE, ' 6' OMIT AT EXTERIOR SLABS W SEE PLAN FOR CHANGE NOTES: SHRINKAGE CRACK cwp MIN IN ELEVATION cr 1.AT WALLS,ADDITIONAL REINFORCING SIZE SHALL MATCH HORIZONTAL AND VERTICAL -- REINFORCING.AT SLABS USE#5 BARS. — F- 2. DETAIL APPLIES AT OPENINGS 12"x12"AND LARGER,A SIMILAR DETAIL MAYBE USED AT CIRCULAR OPENINGS 12"AND LARGER. 1 3. COORDINATE OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. I JI- II I I I I 2 0 �I IL PIER, IF REQUIRED ~ PROVIDE CONT. CHAIR AT REFER TOGEOTECH. 2 TYPICAL SLABIWALL PENETRATION DETAIL CONSTRUCTION JOINT CONTROL JOINT T-0"O.C. MAX TO MAINTAIN REPORT OR 6"MIN. S-200 SCALE: N.T.S.REINF.AT EL. SHOWN GRANULAR SUB-BASE NOTE: NATURAL"CUT"GRADE OR 1. ALL BAR SPLICES SHALL BE CLASS"B" LAP SPLICES WITH 56 BAR DIAMETERS MINIMUM COMPACTED SUB-GRADE 2. PROVIDE CONSTRUCTION JOINT AT END OF EACH DAY'S POUR.WALLS SHALL NOT BE POURED IN CONTINUOUS TYPICAL SLAB ON GRADE DETAIL-RESIDENTIAL STEPPED SLAB DETAIL LENGTHS EXCEEDING 30 FEET WITHOUT PROVIDING CONSTRUCTION JOINTS OR CONTROL JOINTS. 3. PROVIDE CONSTRUCTION/CONTROL JOINTS AT FACE OF PIERS UNLESS OTHERWISE NOTED ON PLAN. of: NEty TYPICAL SLAB ON GRADE DETAIL 4. AT CONTROL JOINT, PROVIDE BEVEL JOINT"T'/10 INTO WALL SURFACE BOTH SIDES. STOP ALTERNATING �P NENRY 09,E 1 HORIZONTAL REINFORCING BARS 6"SHORT OF CONTROL JOINT. O� O S-200 • o = o SCALE: N.T.S. FLOOR FRAMING, SEE PLAN FLOOR FRAMING, SEE PLAN 5. SEE APPROPRIATE SECTION FOR WALL REINFORCEMENT. M cc6. VERTICAL REINFORCING AND/OR SUPPORT BARS NOT SHOWN FOR CLARITY. ° Fp �9720� � z c? 7. PROVIDE CAULKING AT JOINT IF REQUIRED. SEE SPECIFICATIONS. • o A9�FES SIONP� o � CONCRETE WALL CONSTRUCTION DETAIL 3 2X BLOCKING AT 16"o.c.AND CONNECT P.T. PLATE TO FOUNDATION S-200 SCALE: 3/4" = 1'-0" AT ALL POST LOCATIONS WALL W/2'0xl2"LONG ANCHOR BOLTS 0-4 TYP. TYP. AT 3'-0"o.c. zz (2)-#5 CONT.TOP AND BOTTOM E= W r^U vJ #5 BARS @12"o.c. HORIZONTAL AND VERTICAL 3'-0" LAP SPLICE 2"H"MIN. FIELD HORIZ. &VERT.WALL a- TYP.AT WALL r REINFORCEMENT Q #5 DOWEL AT WALL SPACING w/U-10"HOOK, AND FTG. 2'-0" O LAP 48 BAR DIAMETERS WITH VERTICAL BARS op x. 01 BOT. HORIZ.WALL TOP OF WALL SECTION W 2x4 KEY % REINFORCEMENT LIJ JOISTS PARALLEL TO WALL z SLAB ON GRADE, SEE PLAN FOR REINFORCEMENT ENT z 0 LINE ' M COLUMN/PIER/OR GRADE 0 BEAM TO BE CENTERED ON ® X x x x FOOTING U = 0 COLUMN/PIER/OR GRADE CDi� BEAM e "PREFORMED EXPANSION MATERIAL D co I I I I / (3)#5 CONT. BOTTOM OF FOOTING 2 SOIL BEARING m FOOTING REINF. WO ?i \' J #5 HORIZONTAL AT 18"o.c. 7 ROCK BEARINGLL z I I I I PIER/COLUMN BOTM OF FOOTING 1'-1" 0'-10" 1'-1" o o ` ~ U w REINFORCEMENT IF REQ'D SEE PLAN 11 I T„ STOP REINF. IF REQ'D. EE FDN WALUFOOTING 0 I I 3'-0" u z SECTIONS z W I I I I FOOTING TOP NOTE: �- W REINFORCEMENT IF REQ'D, cn U OU) SEE SCHEDULE 4 FOUNDATION WALL AT SHELF D ETA I L Z J • PLACE LOWER FOOTING FIRST Y J — —P L S-200 SCALE: 1'-0" o —o _0 _0 0 0 _ z z STEPPED FOOTING DETAIL 7 e • — • •— • o � s-too U FTG. BOTTOM REINF., SLAB ON GRADE, SEE PLAN z SEE SCHEDULE FOR REINFORCEMENT O BOTTOM OF FTG. EL., x im z"PREMOLDED EXPANSION JOINT 0�_6" x x x x x X , NOTE SEE PLAN III o "�i SLAB ON GRADE, SEE PLAN LLJ 1. SEE FOOTING SCHEDULE FOR FOOTING DIMENSIONS FOR REINFORCEMENT e e TIN � I� �li_I�II_�I� x x x x x � 0 ISOLATED FOOTING SCHEDULE o o Z = 0 _ BEARING CAPACITY OFSOIL= 2000 PSF U_ L) #5 DOWEL AT 18"o.c. W/ 0,�„ CONNECT P.T. PLATE TO U O f_ CO ALLOWABLE SIZE REINFORCEMENT z 0'-10"HOOK • • FOUNDATION SHELF W/ W (M CALLOUT THICKNESS ADDITONAL INFO. O -� D AXIAL LOAD LENGTH WIDTH LENGTHWISE WIDTHWISE o � CONT. #5 HORIZONTAL F- 2'0x12"LONG ANCHOR O F-2.5 11.5 KIPS 2'-6" 2'-6" 1'-0" (3)-#5 (3)-#5 90d HOOK @ END ai a ( )- 0 p a U (2)-TOP AND BOTTOM O BOLTS AT 3-0'o.c. 2x4 KEY #5 DOWEL AT 18"o.c.W/ NOTE: • I'- 1)ALLOWABLE AXIAL LOADS ASSUME COLUMN IS CONCENTRIC ON FOOTING -FOR OFFSET FOOTINGS FURTHER 0 0'-10" HOOK #5 HORIZONTAL @ - iY CONT.#5 HORIZONTAL CALCULATIONS ARE REQUIRED. 18"o.c. o a Revisions 2) MINIMUM BASEPLATE SIZE IS TO B1- 1'-0"x1'-0"x3/4"• M 2x4TOP AND BOTTOM No. Date Description KEY _.. _ _. . ... .. _ _.. 5 3)# BAR CONT. • 1 __/__/__ FOR PERMIT BOTTOM OF FOOTING 1'-1" 0'-10" 1'-1" o #5 HORIZONTAL @ 2 --/--/-- ---- EL. = SEE PLAN o 18"o.c. 3 -_/--/-- 3)#5 BAR CONT. 4 --/--/- ---- 5 --/--/-- ---- BOTTOM OF FOOTING 1'-1" 0'-10" 1'-1" TYPICAL ISOLATED FOOTING DETAIL EL. = SEE PLAN 3,_0„ 5 6 SLAB OVER WALL FOUNDATION DETAIL Designed By . AN S-200 SCALE: N.T.S. S-200 SCALE: 3/4"= 1'-0" Drawn By : AN $ SLAB ON SHELF FOUNDATION DETAIL Checked By : AN S-200 SCALE: 3/4"= 1'-0" Date : 01/25/2024 Scale: AS NOTED S �200 Sheet# DiLandro Andrews Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631) 259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 Professional Seal � I—III PIER T.O. PIER ELEV.SEE PLAN 2" • CLR., TYP. (2) CONTINUOUS#5 BARS TOP AND BOTTOM (2)-#4 TIES SET AT 2" O.C. AT TOP • SEE STEM HORIZONTAL DOWELS TO MATCH VERT. REINF. (8)-#7 BARS BARS IN SCHEDULE VERT. REINF. COL.\PIER\FTG. SEE STEM VERTICAL BARS IN SCHEDULE X/2 J2 CONCRETE PIER, SEE n � r Z PLAN AND SCHEDULE FOR DIMENSIONS TIES SIZE AS PER"TYPICAL Cr Q � 0" COLUMN, PIER,AND BUTTRESS m LU CONCRETE GRADE BEAM G N 4 BARS 6 BARS • TIE DETAILS. PROVIDE(2)-TIES v w SET AT 2"O.C.AT BOT. OF PIER. N Q REMAINDER OF TIES SPACED AT p 8"O.C. 8 BARS 10 BARS -1II 0'-2"CLR. ZO z DOWEL TO MATCH VERTICAL 2X4 CONT. KEYWAY REINFORCEMENT AND SPACING w/ H 21 U-10" HOOK, LAP WITH VERTICAL OwSECTION SEE TOP TRANSVERSE REINFORCEMENT 36"MIN. BARS AT BASE IN SCHEDULE SEE TOP HORIZONTAL BARS AT0-1 PIER SCHEDULE BASE IN SCHEDULE SEE BOTTOM TRANSVERSE BARS AT BASE IN SCHEDULE - 0 MARK " "X "Y" VERTICAL • U- E-W DIR N-S DIR REINF. Z P-1 V-4" 1'4" (6)-#6 � o J , U ih o ih OF NEWRY�P NEN 010 e ® • • PIER SECTION DETAILS AND SCHEDULE y 4 0� O13 S-201 = M cc: C B A SEE BOTTOM HORIZONTAL �972 BARS AT BASE IN SCHEDULE A Fp R�FES SIONP� RETAINING WALL SCHEDULE REINFORCEMENT CALLOUT SIZE STEM BASE TOP BOTTOM — — — — — — — — — — — — — — — — — — — — — — T.O.W EL: 74'-9„ A B C VERTICAL HORIZONTAL HORIZONTAL TRANSVERSE HORIZONTAL TRANSVERSE Wall A 1'-9" 1'-8" :3'-3" #6 @ 6" O.C. #5 @ 18" O.C. #6 @ 18" O.C. #5 @ 18" O.C. #6 @ 18" O.C. #5 @ 18" O.C. U) 1 TYPICAL RETAINING WALL DETAIL : : w S-201 SCALE: 3/4" = 1'-0" ' '• � •' •• z FLOOR FRAMING, SEE PLAN O — — — — — — — — — — — — — — — — — — — — — — — APPROX. GRADE EL: 71' 0' — — — — — 71' 0 • z X x X x W J p ~ LL CONNECT P.T. PLATE TO FOUNDATION 0-2' WALL W/'"Ox12" LONG ANCHOR BOLTS AT 0'-4" 3'-0"o.c• . • 2' — — — — — 69' 3 DOUBLE SHELF FOUNDATION WALL ; . . . 3' - - - - - 67' Z S-201 SCALE: 3/4"= 1'-0" '. ..• '. ; . ' HAUNCH AND WOOD STUD 6"COMPACTED BEARING WALL, SEE PLAN : . GRAVEL BASE W U 0.177"0 SHANK GALV. P.A.F.'S — — rr nn �, 4' — — — 65' U) V W/1 16 EMBED.AT 2-0 O.C. Q O P.T. SILL R . .. z LO W M C) CD r— . . . TrrM MID ATION EL:63-5.2 U r' :. 0 5 63 • o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 — — — — — II — — — — — — — — — — — — — — — — — — — — — — — Revisions No. Date Description 1 2'-0" . . • . . . •. . .• •.. --/--/-- FOR PERMIT �. TO BE COMPACTED IN 2 --/--/-- (2)-#5 CONT. BOT. 12" LIFTS 3 --/--/-- ---- °' 6' — — — — — 61' 5 --/--/-- ---- US 200 WOVEN WELL COMPACTED FILL 95%MODIFIED 2 TYPICAL HAUNCH SLAB DETAIL GEOTEXTILE PROCTOR DENSITY, NO FINES OR ORGANICS. BELOW ALL SLABS TYP. S-201 SCALE: 3/4"= 1'-0" Designed By: AN Drawn By : AN Checked By : AN T — — — — — 59' : .'Al Date : 01/25/2024 FOUNDATIOIN SECTION Scale: AS NOTED SCALE: 1/32"= V-0" S �201 Sheet# DiLandro r Andrews �6qp Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 Professional Seal z CONNECT ROOF BEAM TO TOP OF POST W/ ROOF BEAM, SEE PLAN 15(2)-SIMPSON MTS16 TWIST STRAPS, FOR SIZE AND LOCATION w IL ALTERNATE SIDES OF POST W FASTENER SCHEDULE FOR STRUCTURAL MEMBERS WOOD POST, SEE PLAN DESCRIPTION OF BUILDING ELEMENTS QUANTITY&TYPE SPACING OF FASTENERS CONNECT ROOF POST TO FOR SIZE CONNECT TOPS OF POST/STUD BLOCKING AND LOCATION RAFTERS ON iv A ROOF FRAMING BELOW W/CS'6 110 OPPOSITE SIDE OF C? 0 1/2"0A307 THRU BOLT RAFTER TO TOP PLATE,TOE NAILED 3 8d PER RAFTER COIL 1 RAP RIDGE W/SIMPSON 0'-6" 1'-4" W/WASHERS CEILING JOISTS TO PLATE,TOE NAILED (3)8d PER JOIST LSTA30 STRAP MULTIPLE MEMBERS, CEILING JOIST TO PARALLEL RAFTERS,FACE NAILED (5)16d EACH LAP O O SEE PLAN FOR SIZE& CEILING JOIST,LAPS OVER PARTITIONS,FACE NAILED (5)16d EACH LAP ROOF RAFTER AND ROOF QUANTITY COLLAR TIE TO RAFTER,FACE NAILED Z (3)8d PER TIE SHEATHING. SEE PLAN FOR BLOCKING TO RAFTER,TOE NAILED (2)8d EACH END SIZE AND THICKNESS, RIM BOARD TO RAFTER,END NAILED (2)16d EACH END Nr RIDGE BEAM, SEE RESPECTIVELY,AND ARCH. PLAN FOR SIZE l ROOF RAFTERS TO RIDGE I DWGS. FOR PITCH A 1/2"0 A307 THRU-BOLT W/ C ZV WASHERS @ 16"O.C.W/ TOE NAIL 4 16d PER RAFTER BLOCKING TO MATCH o (2)@EACH END FACE NAIL (3)16d PER RAFTER WOOD POST ABOVE WALL FRAMING CONNECT CRIPPLE TO TOP PLATE TO TOP PLATE,FACE NAILED 2 16d PER FOOT HEADER WITH SIMPSON TOP PLATES LAPS AT CORNERS AND INTERSECTIONS, 4 16d EACH SIDE MTS30 TWIST STRAP 2x BLOCKING FACE NAILED 24"O.C. BETWEEN RAFTERS MULTI-MEMBER CONNECTION DETAIL 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 4 BOTTOM PLATE TO FLOOR JOIST/BAND JOIST FACE NAILED 2 16d PER FOOT 00 CONNECT HEAD ND KING �2/j $-3OO STUD TO SOLE PLATE,TOE NAILED 2 8d OR 2 16d PER FOOT TO POST/JACK AND KING �!J CONNECT RAFTERS TO TOP SCALE: N.T.S. r- STUD W/SIMPSON OF WALL W/SIMPSON TS12 DOUBLE TOP PLATES END NAILED (2)16d 12"O.C. TWIST STRAPS DOUBLE TOP PLATES,MINIMUM 48-INCHES OFFSET OF END STRONG JOINTS,FACE NAIL IN LAPPED AREA (8)16d TIE HH HEADER HANGER SIMPSON STRONG TIE HHUS BUILT-UP HEADER TWO PIECES WITH 1/2"SPACER 16d 16" O.C.ALONG EACH EDGE FACEMOUNT HANGER FOR SIMPSON STRONGTIE IUS CONTINUOUS HEADER TO STUD,TOE NAILED (4)8d LVL GIRDER APPLICATION FACEMOUNT HANGER FOR TJI APPLICATION CONTINUOUS HEADER TO STUD,TWO PIECES 16d 16" O.C.ALONG EACH EDGE FLOOR FRAMING WALL JOIST TO SILL OR GIRDER,TOE NAILED (4)8d PER JOIST SHEATHING BRIDGING TO JOIST,TOE NAILED 2 8d EACH END BLOCKING TO JOIST,TOE NAILED 2 8d EACH END LVL GIRDER SEE PLAN TJI JOIST SEE PLAN BLOCKING TO SILL OR TOP PLATE TOE NAILED 3 16d EACH BLOCK LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST SEE PLANS FOR HEADER JOIST ON LEDGER TO BEAM(TOE NAILED) 3 8d PER JOIST SIZE AND LOCATION BAND JOIST TO JOIST END NAILED (3)16d PER JOIST BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) (2)16d PER FOOT SEE PLAN FOR GIRDER SIZE SOLE PLATE TO JOIST OR BLOCKING FACE NAIL 2 16d 12"O.C. STRUCTURAL PANELS 8d 12"-24"O.C. 1 TYPICAL WOOD BEAM/POST STRAPPING DETAIL 2 TYPICAL ROOF STRAPPING DETAIL 3 TYPICAL GIRDER TO GIRDER/JOIST DETAIL 5 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS OF NEW S-300 SCALE: 3/4"= V-0" S-300 SCALE: 3/4"= 1'-0" S-300 SCALE: 3/4"= 1'-0" S-300 SCALE: N.T.S. �QNENRY kO 0� A m w WALL SHEATHING PANEL, SEE WALL SHEATHING PANEL, SEE SIMPSON HOLD SHEAR WALL END POST, SIMPSON HOLD DOWNS SCHEDULE SCHEDULE DOWNS AT ALL SEE SCHEDULE 720" SHEAR WALL AT ALL SHEAR WALL END p �� SHEATHING PANEL EDGE END POSTS, SEE POSTS, SEE SCHEDULE R�FESS1 SHEATHING PANEL EDGE SCHEDULE ANCHOR HOLD DOWN NAILING PER NAILING PATTERN "A". SEE SCHEDULE NAILING PER NAILING PATTERN o TO THE TOP FLANGE A . SEE SCHEDULE SHEAR WALL END POST, SEE SCHEDULE OF STEEL BEAM W/ o Ll THREADED ROD CONT.TIMBERSTRAND TO SIMPSON A34 FRAMING ANGLE SIMPSON A34 FRAMING ANGLE MATCH FLOOR JOIST DEPTH CONT.TIMBERSTRAND TO I I MATCH FLOOR JOIST DEPTH THREADED ROD II CONNECTING II SEE PLAN FOR JOIST SIZE AND SEE PLAN FOR JOIST SIZE AND HOLD DOWNS I I NAIL BOTTOM AND SHEATHING SPACING SPACING THROUGH FLOOR I TO BLOCKING PER NAILING NAIL BOTTOM AND SHEATHING II TO BLOCKING PER NAILING SEE SCHEDULE PATTERN"B" SEE SCHEDULE SHEATHING PANEL EDGE PATTERN"B"SEE SCHEDULE SHEATHING PANEL EDGE NAILING PER NAILING PATTERN NAILING PER NAILING PATTERN "A"SEE SCHEDULE "A"SEE SCHEDULE o STEEL BEAM, SEE PLAN (n SECTION A SECTION B SIMPSON HOLD DOWNS AT ALL SHEAR WALL END POST, SHEAR WALL END POST, SHEAR WALL END POSTS, SEE Q SEE SCHEDULE SEE SCHEDULE SCHEDULE w SIMPSON HOLD DOWNS AT SIMPSON HOLD DOWNS AT AT FLOOR LEVELS AT STEEL BEAMS ALL SHEAR WALL END 2x BOT.AND FLOOR SHEATHING. ALL SHEAR WALL END 2x BOT.AND FLOOR SHEATHING. Q NAIL AND SHEATHING TO LVL POSTS, SEE SCHEDULE NAIL AND SHEATHING LVL POSTS, SEE SCHEDULE o BLOCKING PER NAILINGG c A BLOCKING PER NAILING PATTERN"B"ON SCHEDULE /y PATTERN"B"ON SCHEDULE Z (2)-2x TOP (2)-2x TOP SOLID LVL SOLID LVL BLOCKING LVL BLOCKING BLOCKING LVL BLOCKING BETWEEN I-JOISTS BETWEEN I-JOISTS W J THREADED ROD CONNECTING HOLD THREADED ROD CONNECTING HOLD LL DOWNS THROUGH FLOOR, SEE DOWNS THROUGH FLOOR, SEE SCHEDULE SCHEDULE SIMPSON HOLD DOWNS SHEAR WALL END POST, SIMPSON A34 FRAMING SIMPSON A34 FRAMING SHEAR WALL END POST, AT ALL SHEARWALL END SEE SCHEDULE ANCHOR, PROVIDE(2)- ANCHOR, PROVIDE(2)- SEE SCHEDULE POSTS, SEE SCHEDULE SIMPSON HOLD DOWNS AT ALL SHEAR c /\ ANCHORS PER LVL BLOCKING SIMPSON HOLD DOWNS AT ALL SHEAR o B ANCHORS PER LVL BLOCKING ANCHOR HOLD DOWN WITH WALL END POSTS, SEE SCHEDULE /-� WALL END POSTS, SEE SCHEDULE v LVL BEAM, SEE PLAN THREADED ROD THROUGH SIMPSON HOLD (3)- PLY MIN. o DOWNS AT SHEATHING PANEL EDGE MIDDLE PLY OF LVL BEAM ALL SHEARWALL SHEATHING PANEL EDGE 2x BLOCKING,TYP.AT ALL o 2x BLOCKING,TYP.AT ALL NAILING, PER PATTERN END POSTS, SEE PANEL EDGES NAILING, PER PATTERN PANEL EDGES "A"ON SCHEDULE "A"ON SCHEDULE SCHEDULE Q SHEAR WALL END POST, WALL SHEATHING SHEAR WALL END POST, WALL SHEATHINGSEE SCHEDULE PANEL SEE SCHEDULE SB ANCHOR BOLT BY , SEE SCHEDULE PANEL, SEE SCHEDULE SIMPSON STRONG TIE OR �-- SILL, SEE NOTE 4 SIMPSON HOLD DOWNS P.T. SILL, SEE NOTE 4 APPROVED EQUAL z SIMPSON HOLD DOWNS AT ALL SHEAR WALL END P.T.P. SCHEDULE AT ALL SHEAR WALL END o ON SCHEDULE AT HOLD DOWNS AT POSTS, SEE SCHEDULE POSTS, SEE SCHEDULE 1/4"x 5"x 5"STEEL LEVEL, SEE SCHE UOLE FNDATIN O TOP OF FDN. WALL OR TOP OF FDN.WALL OR PLATE RECESSED n Z AND DETAIL 2/S-301 HAUNCH SLAB FHAUNCH SLAB INTO LVL BEAM DRILLED IN AND ADHESIVE DRILLED IN AND ADHESIVE < Z) P.T.ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF AT LVL BEAMS AT FOUNDATION LEVEL W rr nn AT FND. LEVEL, SEE SCHEDULE SILL TO TOP OF FND. FOUNDATION WALL WALL OR HAUNCH AT FND. LEVEL, SEE SCHEDULE SILL TO TOP OF FND. V FOUNDATION WALL OR HAUNCH SLAB WALL OR HAUNCH � OR HAUNCH SLAB SLAB, SEE SCHEDULE SLAB, SEE SCHEDULE z W O ~ CO � 6 TYPICAL SHEAR WALL DETAIL PERPENDICULAR TO JOISTS , TYPICAL SHEAR WALL DETAIL PARALLEL TO JOISTS $ TYPICAL HOLDOWN CONNECTION DETAILS o S-300 SCALE: 3/4"= V-0" S-300 SCALE: 3/4"= V-0" S-300 SCALE: 3/4"= 1'-0" 0� ' U 0- NOTES: SHEATHING PANEL NAILING PATTERN "A" NAILING PATTERN"B" SIMPSON HOLDOWN Revisions 1. HOLDOWNS INDICATED ARE TO BE LOCATED AT BOTH SHEAR WALL END POSTS AND SHALL ANCHOR No. Date Description ANCHORAGE OF P.T. SILL THE BOTTOM OF THE SHEAR WALL END POST IN ONE OF THE FOLLOWING WAYS: 1 __/__/__ FOR PERMIT MARK LOCATION TO TOP OF FOUNDATION WALU SHEATHING PANEL 2x BOT. AND FLOOR ANCHOR TO CAST IN PLACE END POST SCREWS A. AT SECOND FLOOR SHEAR WALLS, PROVIDE A MATCHING HOLDOWN AT THE TOP OF THE THICKNESS BOTH SIDES OF WALL HAUNCH SLAB EDGES TO VERT. SHEATHING TO LVL MODEL FOUNDATION/ ANCHOR /SOLID WOOD SHEAR WALL BELOW AND CONNECT THROUGH THE SECOND FLOOR WITH A THREADED ROD 2 --/~/-- ---- STUDS TO HORIZ. BLOCKING/LVL WALL BELOW EMBEDMENT POST SIZE (MIN.) OF THE INDICATED DIAMETER. 3 __/__/-_ ____ 2X BLOCKING DEPTH (MIN.) B. AT FIRST FLOOR SHEAR WALLS, ANCHOR TO THE FOUNDATION WALL OR HAUNCH SLAB WITH 4 REFER TO --/--/-- ---- A THREADED ROD F INDICATED DIAMETER. RODS SHALL BE DRILLED IN AND EPDXY ANCHORED SW-1 1/2" N z'0x12" LONG ANCHOR 10d AT 6 O.C. 16d AT 6 O.C. HDU5-SDS2.5 SB 5/8x24 18 (14) SDS a x 22 USING SIMPSON SET EPDXY ANCHORING SYSTEM WITH THE INDICATED EMBEDMENT DEPTH. 5 FRAMING PLAN BOLTS AT 4'-0"o.c. (2)-2x REFER TO „ 2'�1x12" LONG ANCHOR „ (14) SDSax2z SHEAR WALL SCHEDULE AND NOTES ` L SW-2 FRAMING PLAN 1/2 Y BOLTS AT 4'-0"o.c. 10d AT 6 O.C. 16d AT 6 O.C. HDU5-SDS2.5 SIB 5/8x24 18 (2)-2x g Designed By . AN S-300 SCALE: N.T.S. Drawn By : AN Checked By : AN Date : 01/25/2024 Scale: AS NOTED S �300 Sheet# DiLandro Andrews s� Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 Professional Seal SB ANCHOR BOLT BY SIMPSON STRONG-TIE. SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG TIE OR HURRICANE STRAP HURRICANE STRAP RIDGE STRAP I APPROVED EQUAL MODEL#CS16 (TYP.) MODEL#H8(TYP.) MODEL#LSTA30 0'-12"MIN. EDGE DISTANCE (16"O.C. MAX SPACING) (16"O.C. MAX SPACING) #5 BAR CONT. ° WALL SHEATHING FLOOR SHEATHING WALL SHEATHING FLOOR SHEATHING to e' O '.e FOUNDATION WALL ° FOUNDATION WALL NAIL WALL PLATE TO RIM NAIL WALL PLATE TO RIM ° M °OR STEM WALL OR STEM WALL BOARD AND JOIST W/16d AT BOARD AND JOIST W/16d AT MIN EMBEDMENT, SEE SHEAR WALL SCHEDULE ON EAR 8"O.C. MAX SPACING FLOOR JOISTS, SEE 8"O.C. MAX SPACING FLOOR JOISTS, SEE -300 0'-13"MIN. EDGE DISTANCE FRAMING PLANS FRAMING PLANS 0' 0'-8"MIN FOR SB7/8x24 °d a OPENINGS IN SUPPORTING CONT. RIM BOARD OVER ATTACH FLOOR TO FLOOR ATTACH EACH RAFTER TO PLATE ATTACH EACH RAFTER TO RIDGE 0'-44" MIN. (SB5/8 AND 7/8) a WALL BELOW. NAIL OR OPENINGS IN SUPPORTING SCREW VERT. 2X BLOCKING WALL BELOW. NAIL OR 5"MIN. (SB1) TO RIM AT LOCATIONS OF SCREW VERT. 2X BLOCKING SECTION PLAN-CORNER POSTS FROM ABOVE TO RIM AT LOCATIONS OF POSTS FROM ABOVE HURRICANE STRAP HURRICANE STRAP INSTALLATION INSTALLATION INSTALLATION TOENAIL RIM BOARD TO TOENAIL RIM BOARD TO MODEL#SSP(TYP.) MODEL#HETA40 (TYP.) (INSTALL WITH ARROW (BOLT MAYBE INSTALLED (INSTALL WITH ARROW WALL PLATES W/16d WALL PLATES W/16d PROVIDE SOLID, TIGHT FITTING LVL SIMPSON STRONG-TIE SIMPSON STRONG-TIE CORNER NON-CORNER CORNER MODEL#DSP FOR DOUBLE STUD (16"O.C. MAX SPACING) ON TOP OF BOLT AT 45° TO 135°AS SHOWN) ON TOP OF BOLT TOENAIL AT 8"OC TOENAIL AT 8"OC BLOCKING BELOW STUDS oc A. (16"O.C. MAX SPACING) ORIENTED AS SHOWN) ORIENTED AS SHOWN) NAIL JOISTS TO WALL CENTER JOISTS ON INSIDE 45' 13501900145' 1350 PLATES W/(4)-10d. LAPTOP LAP TOP PLATES AT /L FACE STUD WALL _ PLATES AT CORNER AND CORNERS AND e ANCHOR BOLT, a INTERSECTIONS. SPLICE INTERSECTIONS. SPLICE FILL CAVITY WITH .t '�': �'• • ° TYP ° TOP PLATES 24" MIN AT TOP PLATES 24" MIN AT .,::,�.. .:• INSULATION. SEE • ( .) (MIN.) •;{ •'• • 2 ARCHITECTURAL DRAWINGS 0, r �i END JOINTS. END JOINTS. •: -. a 010 , a FOR MORE INFORMATION • • �— �" �— '•• 1 1 •• • • OUTER EDGE OF • •' CONCRETE,TYP. ATTACH FLOOR TO FOUNDATION PLAN-ANCHOR BOLT PLACEMENT JOIST PARALLEL TO VIEW JOIST PERPENDICULAR TO VIEW 1 TYPICAL EXTERIOR WALL STRAPPING DETAILS 2 SB ANCHOR BOLT AT FOUNDATION WALL 3 EXTERIOR WALL DETAIL S-301 SCALE: 3/4"= 1'-0" S-301 SCALE: 3/4"= 1'-0" S-301 SCALE: 3/4"= 1'-01, OF NEW)- NEN R Y �-p� 2 19 m cc 972 A9�FESSIONP� FULL _j 4" — 16" 16"l. SEE PLANS SEE PLANS PEN. STAGGERED BOLT HOLES, n' iv P FOR STEEL FOR STEEL SEE"TYPICAL FLITCH BEAM o SEE NOTE 3 Q PLATE SIZE PLATE SIZE DETAIL"THIS SHEET STEEL PLATE STEEL PLATE FLASHING BY OTHERS — TO BE FLUSH TO BE FLUSH WITH WOOD WITH WOOD o o 3 - FRAMING FRAMING X 5 KWIK HUS-EZ-SS316 ANCHOR FLOOR FRAMING, SEE PLAN BOLT STAGGERED AT 16"o.c. CONNECT STEEL R INTO WOOD N ~ BOT. OF STL. R TO BE SECTION A-A SECTION A-A O STUD POST BELOW(NOT SHOWN) FLUSH W/BOT. OF LVL'S rN 2 Q 2-LVL 3-LVL W/(1)-5/8"O X 5" LAG SCREW ON 7 o EA. SIDE OF STEEL FLITCH (2) ROWS OF 5/8"0 BOLTS W/ 5 2"x2'X1'-0"STL. R WELDED J NOTES: WASHERS STAGGERED AT 16"O.C. 1. USE 1 3/4"x LVL AS PER PLANS. TO BOT. OF STEEL FLITCH Q W/(4) BOLTS AT SUPPORTS,TYP. DECK FRAMING, SEE PLAN �. 2. COUNTER SUNK BOLTS SHALL NOT BE PERMITTED. 3. WHERE CONCENTRATED LOAD EXISTS "P"AND BEAR SIMPSON STRONG TIE LUS SEE FOUNDATION DETAIL FOR U j ON FLITCH BEAM, LOCATE (3) 5/8" 0 BOLTS STAGGERED FACEMOUNT HANGER FOR DIMENSIONSANREINFORCEMEND AS SHOWN. SAWN LUMBER APPLICATION Vr n (2)2x LEDGER Cz G W Q J F- LL f•- 4 TYPICAL FLITCH PLATE DETAIL 5 TYPICAL BENT FLITCH HIP DETAIL 6 TYPICAL LEDGER DETAIL AT SHELF S-301 SCALE: 3/4"= V-0" 2"SHEATHING SEE PLAN FOR SIZE 2x SLEEPER 4'SHEATHING 2"SHEATHING z O > z SEE PLAN FLOOR JOIST SIZE AND SPACING LLI SEE PLAN FLOOR JOIST SIZE < Z) AND SPACING (r'1 O Q z 5 TYPICAL DECK STEP DOWN o (Y) W CM M S-301 SCALE: 3/4"= 1'-0" r ° ct- U a Revisions No. Date Description 1 __/__/_ FOR PERMIT 2 --/--/-- ---- 3 --/--/-- ---- 4 4-4-- ---- 5 --/--/-- ---- Designed By : AN Drawn By : AN Checked By : AN Date : 01/25/2024 Scale: AS NOTED S �301 Sheet# _j DiLandro •_ µ_: _ Andrews i t Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 Professional Seal JOIST DETAILS Plate nail-16d(0.135"x 3Y") Load bearing or braced/shear wall 1y2'round holes may be cut above(must stack over wall below) Load bearing or braced/shear wall above anywhere in web outside of Plate nail, '16d(0.135 x 3 y') at 12"on-center 9 Plate nail, 16d(0.135"x 3 Y") Blocking panel:1y"TJ'Rim Board, (must stack over wall below when present) p 0 hatched zone if the are at 16"on-center When sheathing thickness exceeds/ , 2x stud wall at Floor panel nail- ® ALLOWABLE HOLES - TJ I R Joists located 3"awe horizontal) at 16"on-center - 1Y4"or 1Y"TimberStrand LSL or No load bearing y y Blocking panel: trim sheathing tongue at rim board 16"on-center 8d 0.131"x 2Y" at 6"on-center g ® Web stiffener ( ) TJI'joist. wall above Min.distance from Table A Min.distance from Table B (edge-to-edge) 1Ya"TJ Rim Board, 1y"or Plate nail-16d(0.135"x 3Y") J*B panel: from a larger hole. 1Yz"TimberStrand®LSL or required on both � Web stiffeners required on 2x4 minimum Web stiffenersim Board, DO NOT ®� sides at A2W ONLY at 16"on-center TJI joist Sheathing both sides at A3.4W ONLY squash blocks required each side TimberStrand®LSL cut or notch flange. Floor panel nail- 8d(0.131"x 2Yz'")at 6"on-center' boundary nails, at B3W ONLYst 8d(0.131"x 2Y") 1y"or 1 y" at 4"on-center TimberStrand® Ys" Web stiffeners 6" O •• 0 0 6" Rim-to-joist Web Stiffeners required 1 nail each side atA3.-W LSL rim board. B1 B1W required on both Toe nail-10d(0.131" sides of both joist 6" Lt 2 x Dt D1 Closely grouped round L2 2 x Lz Dz 6" 6" Toe nail, Toe nail, I 1y"TJ'Rim Board, When sheathing ends at 134W ONLY No field cut minimum holes are permitted if i No field cut Do not cut 10d 0.131"x 3" 10d 0.131 x 3" „ 12" x 3")at 6"on-center( ) ( ) (A3.1/A3.1 W only) thickness exceeds/ , Web stiffeners required DO NOT Holes fn (applies to all holes the group perimeter notes in Holes larger at 6"on-center at 6"on-center "or 1 Y2"TimberStrand®LSL. trim sheathing tongue min. on both sides at 131Wf joists at of holes in cantilever hatched except knockouts) meets requirements for hatched Than 1%-inTJI®rim oist at rim board round or square holes. zones cantilever ' line zones Web stiffener j and B2W ONLY of support reinforcement. Toe nail-10d(0.131"x 3") required on both A7ust have 1%4"minimum Table A - End Support at 6"on-center Install proper blocking to Blocking panels may be required * sides at A1W ONLY * joist bearing at ends.Attach * In support all panel edges B2 g2 Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support Al Al W A2 A2W A3 A3.1 A3.2 A3.3 PP P g walls above or below-see detail 61 63 63W B4 B4W ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE rim joist perA3 detail. below-see detail B1 Joisr TJI® A3.4 A3.4* DEPTH 2" 3" 4" 5•, 6)Z" 7" 8'/�" 11" 13" 2" 3" 4" 6" 6)2" 7" 8 " 11" 13" For additional installation specifications see Rim Board Details and Installation in A3W A3.1 eA3 eA3.3 'For additional installation specifications see Rim Board O W Nail through 2x-cantilever,wood backer and O Details and Installation in Weyerhaeuser Guide 110 r-o° r-s° r-o" 3'-0° 5'-0' ,'-O° r-s° r-s° --3'-6" a-s° Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. y 1Y"TJ®Rim Board or 1Ya"or 1Yz"TimberStrand® Blocking TJI®joist web with 2 rows 10d(0.148"x 3") 210 1•-0" 1'-s" 2'-s' T-0" 6-6" 1'-0• T-O" 2'-6" 4'-0" 5'-0" for Floor and Roof Framing,TJ-9001. LSL. Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 9Y2 230 1'-6^ 2'-0" 2'-6" T-6" 5'-6" 1•-0" 2'-0" T-0" 4'-6" 6-0" top and bottom flange. Nail to blocking panel with Use 16d(0.135"x 3Y2")nails with 3Y"TJI® 360 r-6" 2'-0" T-0" 4'-0" 6'-0" r-6" r-s° 3'-6° 5'-0^ 6-6" connections equivalent to floor panel schedule. joist flange widths. 560 r-6" 2'-6^ 3'-6" 5'-0" T-o" r-0" T-0" 4'-0" 5'-6" 6%0" 6'-0"length of TJI"joist 8"diameter maximum hole for 118"- 1Ys"TJ'Rim Board 14"or 1Yz"TimberStrand® 110 r-o" r-0" r-6" z'-0^ 2'-6" T-0" 5'-6" r-0" r-6" T-o" 2'-6" 4'-6" 5•-0" 6-4- reinforcement and filler 16"deep blocking panels;6"diameter 210 r-a' r-6" 2•-0" T-O" 3'-0" 3'-6^ 6'-0" r-0^ r-6" 2'-6" T-O" 6-0^ 5'-6^ 6'-6'• 4'-0"length of 1 "_ i LSL. Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11W 230 1-2 r-s° r-o^ 2'-6" T-0" 3'-6^ s•-6" r-O" 2%0^ 2'-6^ T-6" 5'-6" 5'-6" T-0" 9 8"diameter maximum hole for 11/ block. Use 4'-0"length maximum for blocking panels 9Y" 1 360 r-6" 2'-0" T-a' T-6" 4'-6" 5•-0" 7•-0" r-6" z'-6" T-6" 4'-6" 6'-6" s'-6" T-6" %"reinforcement 16"deep blocking panels;6"diameter with 9Y"and 11 8"TJI® eep or shorter than 12"long. one each at top and bottom flange. with one 8d(0.131"x 2Y") 8"diameter maximum hole for on one side at E2, joists. Do not cut flanges. Attach reinforcement to joist nail at each corner F1 applies to 110 r-6^ r-6'• 3'-0" 4'-0" s-6" Z-0^ T-a' z•-6• 3•-0" a'-6" Z-6^ T-o" T-6^ 8'-a' Web stiffeners 11 8"-16"des blocking panels; maximum for blocking panels 9Y" 1 g Pp 110 r-o" r-a' r-o•' r-o" r-s" z'-o^ 3'-0° 5'-s° r-o^ r-o•' r-s° r-o° 3'-s° a'-o^ s'-o° s'-o° P g P both sides at E3 with one 8d(0.131"x 2y") deep or shorter than 12"long. Horizontal blocking uniformly 210 r-o•' r-0^ r-0^ r-6" r-o^ 2'-6" T-6" s'-0" r-0" r-o" 2'-0^ 2'-6^ 4'-0" 4'-6^ 6'-6" 8'-6" Load from above required on both 6"diameter maximum for ® Hall at each comer Do not cut flanges. 1Ys"TJ Rim Board 1Y4"or 1Y" panels between each loaded joists 1a" 230 r-a' r-o° r-o° r-s" r-s° r-s° a'-o° T-o" r-o° r-o^ r-o° 3'-0° a•-o° 5'-0" r-o° s'-a• sides at 1=1 ONLY blocking panels 9y"deep or TimberStrand®LSL. Nail with shorter than 12"long. 3 joist. Nail to top plate with only. 560 1=0° r-o° 2=0" 3'-0° a=s° 5'-0" 6'-6" 9'-0' 1'-s^ 3=0' a=o° 5=0° 7=0° T s° 9'-0" 10-6"10d(0.131"x 3")nails,one 12"length of/ connections equivalent to Wood �' v�` Y16"-I Do not cut flanges. 1Y"TJ'Rim Board or 14"or 1y' each at to and bottom flange. f`� et ) 110 r-o- 1-0° 1 L2 r-0" 1%0^ 7-0^ 3'-O^ 5'-0^ 1'-0^ r-0" r-0" r-6^ T-0^ T-0^ 5'-6^ T-s° 10'-0^ TimberStrand®LSL. Nail with 10d P g reinforcement on floor panel schedule. backer es �a .►aso�` 210 r-o'• r-0" r-0" r-0" r-0" r-6" 7-6" T-6" 6'-0^ 1'-0^ 1'-0" r-0^ 2-0° 3'-0^ T-s• 6'-6" 8'-0^ 11'-0^ one side at E5, 12"length of 3/a" ��tt` t C12 Oa 16" 230 1,_0" 1.0^ 1'_0^ 1'_0" 1'_6" 1'_6^ 3'_0^ 4,_0^ T_0^ 1,_0^ 1,_0^ 1'-0" 2'_0^ 3'_6" 4'-0" T_0^ 9'_0" 11'_0" (0.131"x 3")nails,one each at Attach reinforcement to both sides at E6 g ��2 eye R`\ top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side GaPti��9t(� `ut;�{°t 360 r-o^ I r-o° .- z-6" 3'-0" 5'-0" T-6" 10=0" 1=0" 2=0" 3=0" 4'-6" 6'8" T-o° 10=0° 1�o^ 12'o° 10d(0.148"x 3")nails at 6" blocking between at ET both sides at E8 F1 �e 2x4 minimum Attach reinforcement • on-center,clinched. Use 2 each joist 4" 6- T' 8" 10" 12" 14/" 163/4' 4" 6" r' 6" 10" 12" 14%a' 16Y4• ' to joist flange with " 7 " E7 E8 Less than 5" 360 1'-0" V-0' 1'-0" 2'-0" 4'-0" V-6" 9'-6" 1'-0" 3'-0" 4'-6" 64' 10'-0" 11'-0" 13•-6" squash blocks I J 9 V. t<` rows with 9y and 11/ Less than 5' O 1s•• ® p 8d(0.131"x 2y")nails at 6" a�`� TJI®joists. 660 r-0" I-4' 1'-0" T-O" 4'-6" T-o" 10'-6" 2'-0^ 6-0^ 1Y8"TJ Rim Board or 2'. ��` on-center.When reinforcing E5 E6 Gap*: WEB STIFFENER ATTACHMENT 360 r-0" r-0" r-0" 1'-0" Z-o" 4'-0^ T-0" 10'-0^ r-0" r-6^ CS Use 2x4 minimum squash blocks to 1Y"or 1X"TimberStrand®LSL. Face grain a�� g y"minimum 20 560 r-0" 1'-0" r-0" 1'-0" 2'-0' to both sides,stagger Halls. transfer load around TJI®joist Nail with 10d(0.131"x 3") horizontal E4 Not for use with 31112"TJI® joist flange widths 1. 2Y4'maximum E1 E'I nails,one each at top and E2 E3 g Table B - Intermediate or Cantilever Support (1y"for TJI Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support bottom flange. EXTERIOR DECK ATTACHMENT Option#1: 560,560D) See table below. pp Apply subfloor TJI"joist blocking with end JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Structural exterior sheathingpp yat)/,joist-spanWeb stiffener both sides. DEPTH , „ adhesive to all blocks installed 2 3" 4" 5'• 6Yz' T• 6/e 11" 13" 2" 3" 4" 5" 6J2' 7" 8%" 11" 13" ® Flush bearing plate required. Flashing locations using See table below. �With point load from above,and no support Hanger height must Double TJI Joist Filler Block: g contact surfaces g below,install web stiffener tight to top flange 110 2'-0" 2'-6" S-6" 4'-6" T-6" 1'-6" T-6" 3'-6^ 5'-6" 6'-6" g g Hanger Backer Block: Install tight Maximum Y"overhang two 8d(0.113"x 2y") Tight fit" 210 2'-0" 2'-6^ V-6" 5'-0" 8'-0" r-a' T-0" a'-0^ s'-6^ 7'-6• be a minimum of 60% Attach per the table. 9 (gap at bottom flange) s>�•• of joist depth Nails shall be driven from to top flange(tight to bottom permitted at beam. Treated 2x nails or 230 2'-6" T-0" 4'-0^ 5'-s^ 8'-6" T-O" 3'-6" 4'-6" 6'-6^ T-6" flange with face mount hangers). - an Nailing Requirements 360 3'-0" 4'-0^ 6-6^ 6'-6" 9'-0^ T-0° 4'-6" 5'-6" T-6" 8'-ir' alternating sides.Clinch nails ledger k5Q 2y"screws, ® Depth Minimum Web Clinch nails when possible. , ore i TJI Joist Series Number Nails sso 3-6^ 5'-0° s'-a' T-s' 10*-0" a'-o" 5'-s° s'-6° s'-o° s'-a' when possible. See fastener ® �� a a� typical (in.) Stiffener Size Type 110 r-0" r-0" r-6^ 2'-6^ 4'-0" 4'-6•' 8'-6" 1'4' r-6" 2'-6•' 4'-0" T4' T-o" 9'-6" 1Y"TJ Rim Board or 1Y" �c End Intermediate g 1 table below.Maintain ® �Q 5 „ 5 210 1'-0" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" 9'-0" 1'-0" 2'-0" T-O" 4'-6^ 8'-0" 8'-0" .` or 1y"TimberStrand LSL. 110 All /8 x 2/s'"i" 2°distance(minimum)from 8d 11�" 230 1'-0" T-O" 2'-6^ 3'-6^ 5'-0•' 5'-6" 10'-0" 1'4' 2'-6" T-6" V-0- 8•-6" 9'-0" 10'-6" Top mount edge of ledger to fastener. w 210 All Y4"x 25/s'") 360 2'-0^ T-O" 4'-0^ 5'-6^ T-o" T-s^ 11'-a' T-o" T-s^ 5'-0• T-o" 9'-6• 9'-6" 11-o" hanger Option#2: 230&360 All 8"x 2%s'i') (0.113' x 2y") 3 3 66o r-s' 3'-0^ a'-s° 5'-s^ 8'-0° e'-s° ,r-o 3'-0' a'-s^ s'-o^ s'-a° ,o-s° 1r-o° 1r-o° of NEW y Fastener Allowable Load(2)(Ibs/bolt) 2X_strapping installed atY 16d 110 1'-0" 1'-0" 1'-0" 1'-0" 2'-O" T-6" 4'-6" V-6" 1'-0" 1'-0" T-0^ 2'-6" 5'-0" 6'-0" 9'-0" 12'-0" Q- NEnJ/3Y 09 210 1'-0" 1'-0" 1'-0•' 1'-0" 2'-6" 3,_0^ 5'-6" 9'-6" 1•-0" 1'-0" 2'-0" 3'-6" 6,_0^ T-O" 10'-0" 13'-O" Backer block 560 All 2x4 (0.135"x 3Y2") 14" 230 r-0" 1'-0" r-0" z'-0^ T-6" 4'-0" 6'-0" 10'-6' r-0" r-0" 2'-6"' 4'-0' 6'-6" T-s^ 1 r-O" 13'-6" Face mount Yz"Through bolt joist-span locations using two hanger both sides of web Rim Board Material YZ'lag bolt Yz"Through bolt with Air Space 2Y"screws per joist,typical Q O with single TJI®joist 1y"TJ'Rim Board(3) 480 695 18" 4 4 360 1'-0" r-o^ Z-0- 3%6^ V-6^ 6'-0^ a'-6^ 12'-6^ r-0" 2'-0^ 4'-0• 5'-6" 9'-0" 10'-0^ 12'-0" 14'-0" _ 0 Web stiffeners required if sides of 1 4'TimberStrand LSL 610 725 615(4) Option#3: 560D 20 2x4 (0. 16d 5 5 560 1'-0" 1'4' 1'-6" T-6" 5'-6" 6'-6" 9'-6" 13'-6" 1•-0" T-O" 5'-0" 7'-0" 10'4' 11'-0" 13'-6" 15'-0" t- cm cc q With top mount hangers,backer block required only 1 y"TimberStrand®LSL 675 725 Directly applied ceiling 22"i3> (0.135"x 3Y") 6 11 110 r-0^ r-0" r-0" 1'4' 1'4' 1'-0" 2'-6" 6-0" 8'-6" 11-01, 1'-0" 1'-01, 1'-0" T-6" 4-6" 8'-6" ll'-6" 15'-0" H1 hanger do not laterally support at H2 H3 24"(3) 6 13 210 1•-0" 1'-0" 1'-0" 1'-0., l'-0" 1'-0,. T-6" 6'-0" 10'-0" 1'-0.1 11-0'1 1'-0" 1'-6" 4'-6" 5'-6" 10'-0" 12'-6" 16'-0" O least 8"of TJI®joist top flange O for downward loads exceeding en Ibs or for uplift O (1)Corrosion-resistant fasteners required for wet-service applications. PB1 When specified on the layout,one of W 16" 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0'• 4'-0" 6'-6^ 11'-0" 1'-0" 1'4' 1'-0" 2'-6" 5'-0" 6'4' 10'-6" 13'-6" 16'-6" F Q9 conditions.For Wallin requirements see page 5 TJ- (2)Allowable load determined in accordance with ASTM D7672. O Y O 1 PS1 or PS2 sheathing,face rain vertical O 72 g q p g the bracin o tions above is re uired O g' 9 3so r-o^ r-o° r-o° r-o° 3'-0° a'-o° s'-s'• 10'-0° 13•-s° r-o° r-o" r-a' a'-o° 7'-s^ 8'-s° 13'-0^ 1a'-6° 17'-0" A9 9001, Weyerhaeuser installation Guide for Floor and (3)1Y8'TJ Rim Board is allowed with joist depths<16"only. g p q (2)Construction grade Or better 660 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" T-6" 7'-0'• l l'-0- 15'-0'• 1'-0" 1•-0" T-6" 5'-6" 9'-0 10'-0" 14'-6" 16'-0' 18'-0" OFE$SI0\V Roof Framing, TJ-9001. (4)Maximum Y2'shimmed air space. 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists 4" 6" 7" 6" 10" 12" 14/a 16/4' 4" 6'• 7" 8" 10" 12" g 3 •• 3 3 •• 3 •• BEAMDETAILS FASTENING of FLOOR PANELS 78„ 360 1'-0" 1'-0" 1'-6" 3•-0" 6'-0" 9'-0- 14'-6" 1'-0^ 4'-0" s'-s" Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 560 1'4' 1'-0" 1'-0" T-O" 6'-0" 10'-0" 15'-6" 1'-0" 6'-0" 8'-6" TJI'(1)(2) Rim Board 1W. TJI®Joists 110 210 230 or 360 360 560 560D 20" 360 r-o^ r-a' r-0" r-o^ 3'-0" 6'-a' 1 r-0^ 15'-0^ BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and 1Y6"TJ® TimberStrand®LSL TimberStrand®LSL Microllam® Parallam' 7 z 7 7 560 1'-O" r-o^ r-O^ 1'-0^ r-s^ 5'-s^ 1T-s" 15'-s^ r o 3'-0^ s'-o^ s'-s^ 1a'-o^ 1T-s' ,9'-0• 2a-s^ BEARING AT WALL and 230 560 Rim Board 1y" 1y" orwider LVL PSL Depth 9Y"-11/a 14"-16" 9Y"_91/ 14"-16" 9Y2"-11/a' 14"-16" 18"-20" 11/e 14"-16" 18"-20" 22"-24" Rectangular holes based on measurement of longest side. OR WINDOW HEADER CONNECTION CONCRETE WALL • Leave y"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. ® 8d(0.113"x 2Y2"),8d(0.131"x 2Y2") 4" Y 6" 4" Y Y 4" 4' Filler Block(1) 2x6+%" 2x8+3/" 2x6+jz" 2x8+Y2" 2x12+y" Two Two Two Four Y4"x 15" • Tables are based on uniform load tables in current design literature. 1y"TJ Rim Board or Strap per code if top plate 1Y4'or 1 Y"TimberStrand® is not continuous over 10d(0.148"x 3"),12d(0.148"x 3Y4") 4"(3) 4"(3) 6" 4" 3" 3" 5" L4' (Detail H2) 2x6 2x8 sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing g • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located W LSL or blocking for lateral header 16d(0.162"x 3y") 6" 6" 16"(4) 6"(5) 6"(5) 6"(6) 8"(4) 6" 7dCantilever Filler 2x6 2xl0 2x6+38" 2x10+Y8' 2x6+Y2' 2x10+y" Not at the center of the joist span provided that no other holes occur in the joist. �^ support a Detail E4 4'-0"Ion 6'-0"Ion sheathing sheathing sheathing sheathing Not applicable rn V J PP (1)Stagger nails when using 4"on-center spacing and maintain/ Joist and panel edge distance.One row of fasteners is permitted(two at abutting ( ) g g 4'-0"long 6'-0"long 4'-0"long 6'-0"long applicable ALLOWABLE HOLES - Headers and Beams V panel edges)for diaphragms.Fastener spacing for TJI'joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(1) 7 Strap per code if top :f.; blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI'joists. 5 .• 3/4" s •• •, 7 " 3 1.55E TimberStrand LSL Headers and Beams Z W plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least'/'and staggered. (Detail F1 / or /a or/ / or 1"Net 2x6 2x8 2x12 Two a x 15" over column (3)With 10d(0.148"x 1 V)nails,spacing can be reduced to 3"on-center for light gauge steel straps. or H2) hing 2 x diameter of the sheet e Top mount Filler (0.131"x 3 z") G (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1y"(to minimize splitting). Nail Size (0.131"x 3") largest hole(minimum) � -T hanger Backer (0.131"x 3") 2 (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1Y"(to minimize splitting). Y depth Protect untreated Allowed hole zone Column Face mount (6)Can be reduced to 3y"on-center if nail penetration into the narrow edge is no more than 1y"(to minimize splitting). Nail Filler 32 50 hanger wood from direct ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Qua ail r(21 15 W contact with recommendations listed above. Backer 15 15 ---- - L1 L2 L3 LL See current Weyerhaeuser L4 concrete ■Maximum nail spacing for TJI'joists is 18"on-center. L „ �, (1)If necessary,increase filler and backer block height for face mount hangers and maintain y"gap at top of joist;see detail W.Filler and backer block o L -------- /�/ ■14 ga.staples may be substituted for 8d(0.113"x 2Yz)nails if minimum penetration of V into the TJI joist or rim board is achieved. dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks o 0 0 0 0 1.55 E TimberStrand®LSL Of O O literature for framing connectors O 4 g p 9 ) ■To minimize splitting,maintain edge distance and row spacing of 2Y x nail diameter or Y8",whichever is greater. (2)Clinch nails when possible. O W ■Nailingrows must be offset at least Y2"and staggered. Header or seam Maximum Round Depth Hole Size ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. 9Ya-9Yz 3 Multiple-Member Connections for Top-Loaded Beams Joists must be laterally supported at 8" 8" 1ly4'"-11%8' 3%" J Fastener Installation Requirements cantilever and end bearings by blocking 14"-16" 4$" Piece #of Fastener TJI®joist floor framing does E1 panels,hangers,or direct attachment to General Notes See illustration for allowed hole zone LL. 00 Width Plies 0: a rim board or rim joist. Type Min. Length #Rows O.C.Spacing Location When fasteners are required on both not require bridging or . Allowed hole zone suitable for headers and beams with ,.I sides,stagger fasteners on the second uniform and/or concentrated loads anywhere along the member. BEARING AT 10d nails 3" 3i2) 99 mid-span blocking J 12" side so they fall halfway between • Round holes only COLUMN 2 12d-16d nails 3 Y" 2i2' One side fasteners on the first side. • No holes in headers or beams in plank orientation. _ Q Screws 3Y8"or 3Y2" 2 24" 10d nails 3" 3i2> Al H2 Other Trus Joist® Headers and Beams LU W 12" Both sides DO NOT bevel cut joist Rim board joint 3 12d-16d nails 3 Y" 2 J E2 between joists DO NOT overhang seat cuts 1.3E TimberStrand' and rPara lam'PSL F- 13/" 3 8"or 3y" Both sides beyond inside face of wall. O on beams beyond the inside LSL hole zone hole zone 2 x diameter of the y depth Screws 2 24" Load must be applied evenly across 3. face of support member, largest hole(minimum) 5' One side entire beam width.Otherwise,use pp DO NOT cut,notch or drill Verify column capacity 10d nailsi3' 3" 3'Z' One side connections for side-loaded beams. hoes in headers or beams and beam bearing 12" L5 length.See current 4 12d-16d nails() 3 Y4" 2(2) (per ply) --- __ d -, except as indicated in o L--- -J o o illustrations and tables. Weyerhaeuser literature. Screws 5"or 6" 2 24" Both sides Multiple pieces can be nailed or bolted together to CS ° 6%" One side G form a header or beam of the required size, up to a TJI'rim joist Microllam' LVL and Other Trus Joist®Beams 5"or 6" Both sides maximum width of 7" 1Y"TJ'Rim Board Or Parallam'PSL Header or Beam Maximum Round Screws 3 2 24" O L3 1Y4'or 1 y"TimberStrand'LSL. allowed hole zone Depth Hole Size 3Yz" 2 6/ One side A2 middley span 4Y8' V 2"bolts 8" 2 24" - 5Y2" 1 Y4" Q d 1.3E TimberStrand® LSL allowed hole zone d ('I) 10d nails are 0.128"diameter; 12d-16d Waits are 0.148"-0.162"diameter;screws are SDS,SDW, USP WS,or TrussLOK' B1 L1 7ya"-20" 2" N COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole Zome (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes BEAM ON B2 • Allowed hole zone suitable for headers and beams with uniform loads only. z COLUMN CAP NAILING AT BEARING (FLOOR) L5 • Round holes only `l • No holes in cantilevers. O 63 • No holes in headers or beams in plank orientation. � z TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist ® (Load bearing wall above) 1Ya"TJ Rim Board or or 1 Yz"TimberStrand'LSL. Joist may be shifted up to 3"if Use B1 Or B2 at h One 10d(0.128"x e floor panel edge is supported O intermediate bearingsWARNING W .\ One 8d(0.113'x 2y") nail into each flange and span rating is not exceeded. 64 g Z) nail each side.Drive Do not cut joist flanges. With load bearing or Jo are unstable until braced laterally nails at an angle at braced/shear wall P1 least 1y"from end. Plumbing Drop from above � Bracing Includes: �///�� O End of joists Blocking • Sheathing • Strut Lines " O • Hangers • Rim Board • Rim Joist 3Y2"minimum of l at support a (L.)2 z COLUMN BASE 1%"minimum end bearing intermediate bearing Also see detail B2 single-family applications 5Y4"may be required '� for maximum H1 Shear transfer:Connections equivalent capacity ° 0 �� - M to floor panel nailing schedule • / 0 Rim to TJI®Joist ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building j1 IV'TJ'Rim Board, ® ° until braced. that are 1 fn flat, materials on unsheathed .'.3: ...'•�•' '_'•�'� ® TJI 560 rim joist:Toe ° � Y 9 or 1 Y"TimberStrand LSL. Additionaljoist is required if INJURY MAY RESULT Hall with 10d(0.128' x 3") O ° \ , / joists.Stack only over or TJI'110 rim joist: floor panel edge is unsupported L4 . . • . � O nails,one each side of .• : WARNING NOTES: beams or walls. P2 One 10d(0.131"x 3")nail into ®. ® or if span rating is exceeded. a. � ° �- � Exterior Deck TJI joist flange TJI 560 LA DO NOT use sawn each flange • , ° Lack of proper bracing during construction can result in serious Revisions floor joist ,�•••: .:�• Attachment TJI'210,230,and 360 rim joist: 1 i• ; lumber for rim accidents.Observe the following guidelines: j a'; Structural g g No. Date Description L4INSTALLATION TIPS o board or blocking, ELEVATED One 16d(0.135"x 3y")nail into •.. • ' .�.• sheathing 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI Joists must be completely installed and properly nailed. each flange. • O as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be 1 __/__/-- FOR PERMIT g Subfloor adhesive will im rove floor performance,but after installation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. COLUMN BASE 3 � With depths>16",use TJI'360 rim'oist. P P ° 1/"minimum bearing P 1 may not be required. Use only 3.Safe bracing of lx4 minimum must be nailed to a braced end wall or sheathed area as in note 2 and to each joist. 2 '-/--/-- "-- Top View Y Safety g (minimum) ( ) J • Locate rim board joint between joists. ° Safety bracing(1 x4 engineered lumber. Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or 3 --/--/- ---- .Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at 8'on-center(6' one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2). Packing out the web from direct contact with See ALLOWABLE on-center for TJI' 110 joists)and 4.Sheathing must be completely attached to each TJI'joist before additional loads can be placed on the system. 4 --/--/- ---- of a TJI'joist(with web stiffeners)is not a substitute concrete 1y"knockouts O H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. extended to a braced end wall. ______ ____ :• :.�, 1Y"TJ'Rim Board or for squash blocks or blocking panels. at approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. 5 / / - Warning:Drilling,sawing,sandin r machining r•".:i �,;: ••';•.'•• 1y"or 1 Y"TimberStrand LSL. 12' on center two 8d 0.113"x Zy")nails minimum 9 9, g o ac g wood products generates wood dust.The paint and/or coating on this •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California Yk., •, ,. x partitions,space joists apart the width of the wall for to cause cancer. For more information on Proposition 65,visit wV.com/inform. plumbing or HVAC. ® :�TM Bearing plate to be Designed By : AN P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or SUSTAINABLE rout of wall or beam FORESTRY Drawn By : AN 9 One 10iJ(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor Additional joist at plumbing drop(see detail). INITIATIVE A Weyerhaeuser,Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of y side of member at bearing, splitting of plate and Roof Framing, TJ-9000.For minimum A& We erhaeus erO Weyerhaeuser NR. ©2020 Weyerhaeuser NR Company. All rights reserved. Checked By : AN 1y"minimum from end end and intermediate bearing lengths. A Wt� Certified Soareai9 - te moos September 2020 Reorder TJ-4015 This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJI Joist Installation Guide, T3-9006, which should be referenced for additional information. v•,w °(*' ' . Date : 01/25/2024 Scale: AS NOTED S �302 Sheet# Y , DiLandro wa a. Andrews Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 Professional Seal TOP OF STEEL BEAM COLUMN Z STEEL COL., SEE PLAN WIDTH ? N MNv b +6" J w + (2)-3/4"0 F1554 GRADE 36 0-8 M o 0 1/4 ANCHOR BOLTS W. 12" EMBEDMENT AND 3"HOOK CENTER 2"THICK BASE PLATE ON CONNECT FLANGES *0 a 0'-3" TO PLATES W/(4)-3/4"0 LINE 4"THICK LEVELING PLATE a"x12"xBEAM GAUGE A325 SLIP CRITICAL BOTTOM OF STEEL BEAM 1'. 1.. TO MATCH BASE PLATE w STEEL PLATE 0'-1�" BOLTS TYP. FULL PEN BOLT LAYOUT DETAIL A-A 12 0-12 DIMENSION ON 2 EXTERIOR FACE OF 1 a' NON SHRINK GROUT w w 3"SDS SCREW STAGGERED AT 6"O.C. FOUNDATION WALL m o FOUNDATION WALL, SEE CENTER PLAN AND DETAILS FOR (2)-ROWS Z'0 THRU BOLTS AT 16" THROUGH PLYWOOD,2x NAILER,AND LI E REINFORCEMENT O.C., STAGGERED AT 8"O.C. STEEL FLANGE. PREDRILL THROUGH STEEL 5/16 TYR I � I I � Q WHEN THICKNESS IS GREATER THAN 0.24" O O 2X NAILER(S) PLAN + ELEVATION l O I l O BEAM #OF 4'A325 S.C. MOMENT COLUMN LL TYPE 1 BASEPLATE SIZE BOLTS T&B FLANGE CAPACITY(kip*ft) WIDTH c d::b T +6" z STEEL COL., SEE PLAN W8 4 16 � I (3)-3/4„0 SINGLE 4 20 (3)-3/4 0 SINGLE �-ui W10 PLATE PLATE I I CONNECTION W/ ( I CONNECTION W/8" O C 1/4 ANCHOR BOLTS W. 9" 4 25 THICK PLATE THICK PLATE EMBEDMENT AND 3" HOOK s, nOO • O O W12 6 37 I $xFLANGE CENTER 4"THICK BASE PLATE ON 8 50 WIDTHx62" PLATE LINE O O 4"THICK LEVELING PLATE 4 28 I FULL PEN TO MATCH BASE PLATE Z TJI/LVL FLOOR JOIST DIMENSION ON 2 � W14 6 43 I Q SIMPSON FACE MOUNTED HANGERS �iN 0 11,E 0'-11" 1 o 0- 8 57 l 2 2 1 4" NON SHRINK GROUT w w m p FOOTING, SEE PLAN AND (IUS @ WOOD FLOOR FINISHES, DETAILS FOR M1U @ STONErTILE FLOOR FINISHES) CEN ER REINFORCEMENT STEEL BEAM, SEE PLAN FOR SIZE. LINE PROVIDE LVL BLOCKING RIPPED TO 04 BOLTED MOMENT CONNECTION WELDED MOMENT CONNECTION FIT SNUG BETWEEN BEAM FLANGES PLAN ELEVATION w TYPE 2 BASEPLATE z STEEL COL., SEE PLAN 3 TYPICAL STEEL BEAM PAD OUT AND NAILER /��r�c� S-400 SCALE: 1-1/2"= 1'-0" COLUMN WIDTH +1/2" - o (2)-3/4"0 F1554 GRADE 36 2 TYPICAL BEAM TO COLUMN MOMENT CONNECTION - U 114 I I ANCHOR BOLTS W. 12" S-400 SCALE: 1-1/2"= 1'-0" EMBEDMENT AND 3" HOOK CENTER 3"THICK BASE PLATE ON O EtyY STEEL COLUMN, SEE PLAN ,�P NENRy O,p a LINE _ 4"THICK LEVELING PLATE TO MATCH BASE PLATE Z O O `r 0'_1�" DIMENSION ON g ~ 2 1 '-a" NON SHRINK GROUT w w m p FOUNDATION WALL, SEE COLUMN WIDTH +3 1/4" 2 PLAN AND DETAILS FOR 14 �9720'l w CEN ER REINFORCEMENT (2)-1/4"ANGLES 0 (2)-R WWTTH (2)-HOLES FOR 9�FES SIONP� Z LINE ( I s (3)-3/4"0 A325 BOLTS O THRU-BOLTS i I o PLAN ELEVATION (2)a"0 A 325 BOLTS AT W8'S I I O TYPE 3 BASEPLATE o (3)-3/4"0 A325 BOLTS SINGLE PLATE Es !VTYPICAL STEEL BASE PLATE DETAILS CONNECTION W/$" R9WIDTHEAMTHICK PLATE SCALE: 3/4"= V-0" I I (2) BOLTS W/W8 M LVL BEAM (2)-1/2"0 A307 THRU-BOLTS; 1/ NICK THREADS TO PREVENT I R. 3x3/SxBEAM BACK-OFF BOLTED DOUBLE ANGLE WIDTH +2" U) SOLID FULL DEPTH BLOCKING; SIMPSON TB1460S COLLATED CONNECTION AS PER AISC J_ WIDTH, DEPTH TO MATCH SCREW @ 3"O.C. OR Q JOIST/RAFTER APPROVED EQUAL. ll" MINIMUM (2) PER BLOCKING L1J MEMBER 0 4 TYPICAL STEEL BEAM CONNECTIONS w 5 TYPICAL WOOD BEAM FRAMING TO STEEL COLUMN w LIJ o a o a L3x3x1/4 TUBE POST SCALE: 1-1/2' = 1 0' J I,_ S-400 SCALE: 1-1/2"= V-0" U) WOOD FLOOR JOIST/ROOF WOOD FLOOR JOIST/ROOF RAFTER; SEE PLAN FOR RAFTER; SEE PLAN FOR SIZE&SPACING SIZE&SPACING STEEL BEAM, SEE PLAN FOR SIZE AND LOCATION A A PROVIDE(2)-3/8"STIFFENERS (ONE EACH SIDE)AT ALL GIRDER BEARING POCKETS PIPE POST TYP.AT TOP AFTER BEAM IS INSTALLED )70 AND BOTTOM 3/16 BLOCKING;AS REQUIRED FILL POCKET SOLID WITH CONCRETE PLAN AT PIPE PLAN AT TUBE Z_ BEARING PLATE SIZE 3"X 4'X BEAM WIDTH+6" O NOTE:AT TJI FRAMING, PROVIDE FULL DEPTH WEB BLOCKING AT ANGLE LOCATION. W/(2)-5/8"0 A36 THRD. RODS X 8"LONG W/STD. HOOK z 2"MAX SHRINK GROUT W L3x3x1/4 SOLID FULL DEPTH BLOCKING; FOUNDATION WALL 5/16L-8 AS REQUIRED TYP. 5/16 W O PIPE/TUBE POST 1"0 PUDDLE WELD @ 12 O.C. OR EACH DECK 4 z U Lo �K 1"Ty MANUFACTURER D WEB,AS PER DECK — W C� WOOD FLOOR JOIST/ROOF RAFTER 1/4 a V (2)-1/2"0 A307 THRU-BOLTS, NICK L4X4X-CONT.ANGLE SEE PLAN FOR HSS SIZE THREADS TO PREVENT BACK-OFF s 6"TYP. (OF 12"WALL) Revisions 4"TYP. (OF 8"AND 10"WALLS) ELEVATED DECK SUPPORT DETAIL No. Date Description 8 1 --/--/- FOR PERMIT TYP NOTE: 3/16 @ 8"WALL DEPTH, PROVIDE FULL DEPTH POCKET AND S-400 SCALE: 1-1/2"= 1'-0" 2 --/--/-- FILL WITH GROUT UPON INSTALLATION OF BEAM 3 --/--/-- ---- 4 --/--/-- ---- 5 A - A --/--/-- ---- 7 BEAM POCKET DETAIL .'. w TYPICAL STEEL PIPE/TUBE POST BRACING AT WOOD FRAMED FLOOR LEVELS S-400 SCALE: 3/4"= V-0" Designed By : AN Drawn By : AN S-400 SCALE: 1-1/2"= V-0" Checked By : AN Date : 01/25/2024 Scale: AS NOTED S �400 Sheet# NOTE: INFORMATION MEETS AND BOUNDS PROVIDES BY LICENSED SURVEYOR,THIS IS NOT A SURVEY " DI La nd CO AND SHOULD NOT BE SCALED OR USED FOR SITE INFORMATION NOR SITE PLANNING. Andrews LOCATION: [ADDRESS] _ ...._ . , SEE ARCHITECTURAL PLANS FOR SITE PLAN AND E n g i n e e r i n g DATE OF TESTING: XX-XX-2022 DOCUMENTATION FROM LICENSED SURVEYOR FOR SITE INFORMATION GEOTECHNICAL TESTING COMPANY: SLACKE TEST BORING ( 158 County Rd. 39, Suite 10 701 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com DR 7g 3 SCOPE OF WORoNsoLIDATED SOILS WITH A 7822DT GEOPROBE TO A DEPTH 70 0 6,50" E 265'S 0� 1 2.5 WI Certificate No.: 0019523 SPECIFIED ON EACH OF THE BORING RESULT SHEETS (30FT TYP.)BELOW GRADE 72 ,426 N - LOT 158 EIS 2006 PG' �^� 70 ___� t� Professional Seal SAMPLES WERE LOGGED AND COLLECTED AT VARIOUS DEPTHS. THE BORINGS WERE 74 L113 LOGGED WITH RESPECT TO BLOW COUNTS AND CLASSIFIED ACCORDING TO THE LNIFIED �� 2.8'W SOILS CLASSIFICATION SYSTEM(USCS). 76\� 'WOOD IL -68 W RESTORATION CONSISTED OF BACKFILLING THE BORING HOLES WITH SAND AND FENCE o �+ RESTORING THE TOP OF THE BOREHOLE WITH TEMPORARY ASPHALT. Z o rd!k j O � REPRESENTATIVE SAMPLES WERE ROUTINELY OBTAINED DURING THE DRILLING ` \ \\ �•�'' PROCESS AT SELECT INTERVALS BY APPLYING A TWO-INCH DIAMETER SPLIT MON. / i 2.4'W SPOON-SAMPLING TUBE,DRIVEN BY THE 30-INCH FALL OF A 140-POUND HAMMER. BH # 1 THE NUMBER OF BLOWS REQUIRED TO DRIVE THE SAMPLE SPOON FROM 6 INCHES TO \" �� LOT 1 0 o ti 18 INCHES REPRESENTS THE STANDARD PENETRATION RESISTANCE(N)OF THE SOIL AND 78-- '� �� " U.P. IS AN INDICATOR OF THE ALLOWABLE BEARING CAPACITY OF THE SOIL. l o�� 74 � � 70 72 GUIDELINES AND PROCEDURES � ,'� N 1�? �� Q_. BFF� N s 1.9 W o ALL DRILLING AND TESTING PROCEDURES WERE PERFORMED (� 6' L�.`L�/ N COVERED ` �\ BY APPLYING THE FOLLOWING: J ( 0w o BR0 o •ASTM D1586 PENETRATION TEST AND SPLIT BARREL SAMPLING OF SOILS. �� \ FOOTPRINT 11�I T sloop �`�`_ 9 6'Vr \ a •ASTMD2488 RECOMMENDED PRACTICE FOR DESCRIPTION OF SOILS. 6 N� 1 i- 1 V t 10, 8'N vG • ASTM D2487 STANDARD PRACTICE FOR CLASSIFICATION OF SOILS USCS . LOT 15 `\ o 3' co p5 / MON. \ �, F tia U.P. SECTIONAL LINEAR SAMPLES WERE ALSO SECURED IN CONJUNCTION WITH THE J ~� f N ,5- o REo 72 ROPERF E� ��S �� / / �il y � o• � ��, G o � PERFORMANCE OF THE STANDARD PENETRATION AND DENSITY TEST. ? \\ 72 �• r�0.2 o v PORGN ` �g F NGE THE SOIL PROFILES REPORTED IN THE BORING LOGS SHOULD BE REVIEWED FOR SPECIFIC `� 68 INFORMATION AT INDIVIDUAL BORING LOCATIONS AND TEST DEPTHS. 80 RGP 70 O 10 1 S BH #2 g - / PEG . _ _72J ^� 4- COD / / 74✓` -*-"*NOTE: THE FILED MAP IS MARKED THERON QRoN \ �Q6 CAR / "LOT DIMENSIONS ARE APPROXIMATELY ONLY" AND BECAUSE OF THIS LEGEND DIVISION LINES ARE INDEFINITE AND UNCERTAIN. PROPERTY LINES SHOWN ON THIS MAP ARE REPRESENTED / ON SURVEY RECORDED IN LIBER 2006 PG. 426 AND IN COMBINATION WITH PRESENT DAY MEASUREMENTS AND FIELD OBSERVATIO .� \ -76 LOT 155 or- NEivk v�6- / �Q' HEN R Y 76 / m cc W 78 � �97201 1 f� %FESS0% / SPT BORING PLAN MOH. ECE 0.7 IN -gO SCALE: 1132°= 1'-0" (D z - - - - - - - - - - - - - - - - - - - - - - T.O.W EL: 74'-9" W U) 0 • m J Q C) U W BH #1 RESULTS BH #2 RESULTS _ UZ W Q BORING NUMBER: BH #1 jDaturnElev 71 1 BORING NUMBER: BH #2 Datum Elev 71 LLI O Q _j F�LUr'1 J Sample Depth (ft bg) Blows N Bearing Bearing Sample Depth (ft bg) Blows N Bearing Bearing Elevation Elevation - - - - - -- - - - - - - - - - - - - - - - - - APPROX. GRADE EL: 71' 0' - - - - - 71' From To (per 6") Strength (TSF) Strength (PSF) From To (per 6") Strength (TSF) Strength (PSF) 0 2 4 0 2 3 :• •\ a 4 2 71 831.04 a 71 623.28 2 4 0.42 :E 1 3 0.31 U) 3 1 N 2 4 2 N 2 4 2 a 2 2 69 415.52 a 69 831.04 2' - - - - - 69' Q 2 0.21 Q 2 4 0.42 Q U) 2 co 2 M 4 6 2 co 4 6 3 a 3 2 67 831.04 a 67 1038.8 z 4 0.42 3 5 0.52 can 4 can 4 0 d 6 8 4 It 6 8 3 z a 4 65 1246.56 a 4 65 1454.32 : . :. • : . T - - - - - 67' :D W 6 0.62 2 3 7 0.73 � 5 U) 4 ��rr�� un 8 10 3 un 8 10 2 `J : ; 4 3 :• .' Q 0 a 63 1038.8 a 63 1246.56 6"COMPACTED 2 5 0.52 3 6 0.62 GRAVEL BASE z 5 4 H O U Lo U (010 12 5 W 10 12 4 4- - - - - - 65' IL 4 61 831.04 a 4 61 1662.08 `. Q 4 0.42 Q 4 8 0.83 d U cn 5 cn 6 12 17 3 12 17 2 w w a 2 3 59 623.28 a 59 1246.56 Revisions 3 0.31 6 0.62 ATION EL: 63'-5 2" No. Date Description .. 17 22 3 - - - - - � 17 22 3 •. ... '• ; • '• • :' .•. . :•. • .' • o v o 0 0 0 0 0 0 5, 63� --/--/-- FOR PERMIT 4 Uj -1 3 - - - - - - - - - - - - - - - - - - - - - - - 2 --/--/- ---- a 54 1038.8 a 54 1454.32 : • 3 5 0.52 4 7 0.73 ------ ---- U) 6 4 :.. 4 --/--/-- ---- rn 22 17 4 22 27 3 ---- ---- a 7 49 1662.08 I 5 49 2077.E . ' : ; . .. . . • ; . . : . . TO BE COMPACTED IN , ,� ' • ` r a 2 8 0.83 5 10 1.04 12 LIFTS U) 8 can 6 `a Designed By : AN C) 27 30 9 � 61' 27 32 3 - - - - - Drawn By : AN J 9 9 US 200 WOVEN WELL COMPACTED FILL 95%MODIFIED Checked B a 44 1869.84 a 44 3739.68 y : AN 9 0.93 9 18 1.87 GEOTEXTILE PROCTOR DENSITY, NO FINES OR ORGANICS. 70 u 8 can 12 BELOW ALL SLABS TYP. DTW- DEPTH TO WATER No Water Encountered DTW- DEPTH TO WATER No Water Encountered Date : 01/25/2024 Scale: AS NOTED T - - - - - 59' FOUNDATIOIN SECTION S �500 SCALE: 1/32"= V-0" Sheet#