The URL can be used to link to this page

Home My WebLink About52266-Z ho�aOFS°//jyo� TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE Vol. �o 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#: 52266 Date: 09/16/2025 Permission is hereby granted to: Dart A Revoc Trt PO BOX 1 Peconic, NY 11958 To: Construct new single family dwelling as applied for,with SCHD approval. Premises Located at: 7430 Indian Neck Ln, Peconic, NY 11958 SCTM#86.-7-7.4 Pursuant to application dated 08/04/2025 and approved by the Building Inspector. To expire on 09/16/2027. Contractors: Required Inspections: VOID No Fees: CO Single Family Dwelling-New $100.00 Single Family Dwelling-NEW $5,767.35 Total S5,867.35 Building Inspector FIELD INSPECTION REPORT DATE COMMENTS ro FOUNDATION (1ST) -- — —� -------------------------------------- FOUNDATION (2ND) d� z 0 _ W a ROUGH FRAMING& PLUMBING t rra V4 � r INSULATION PER N.Y. STATE ENERGY CODE — _— FINAL N b u I Lz ADDITIONAL COMMENTS A O — ~Z nm rb n - v d Q4 � �v � S%iFFutK � TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • o�� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtowm.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ® E E M E C / lll��JJJ LI L� PERMIT NO. J�a(e(e Building Inspector: "AUG ' 1 2025 LJ Applications anclJorms,must be filled.out;n 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:, Build4ing Department Town of Southold Date: OWNER,(S)OF PROPERTY:' Name'.JJO. _.. FM# 1000 ...31 '..7, T Project Address: "1.�30 02a. LOr�?E._,�oS'h�+ Phone#. . G31._ � 1_..__. _. . . ..,._. ,_.....__. Email 'OQ -Tto3 L MailingAddress: 713p laic mecIL LoA* Seww" 00%,� J*Lx- kkiSk CONTACT,PERSON:, { Name: Mailing Address: `� S' 141�-T ��L • V'3�T ��" I�b'�°is, 1� `�' ��1�1 p Phone# S{(�, 2T8 [i(S6 Email F�2-0-A& e- GM S-lL• M DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone . E mai l. ...�._a..w# 516s__Z��w.�l_-_6 __.H__.... . _�._ .. CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION NNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 2,25o"ono•o0 Will the lot be re-graded? %Yes El No W Will excess fill be removed from premises? 9Yes ❑No 1 PROPERTY INFORMATION Existing use of property: J'p 000uT Lo► Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES, PROVIDE A COPY ErCheck Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREWMADE 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 (_p rm_e): a !, POAuthorized Agent ❑Owner._ . ._ --. _-.Signature of Applicant: Date: (� (�'•Zs STATE OF NEW YORK) SS: COUNTY OF 0 ) 24k• &, AU4-6yx-r being duly sworn, deposes and says that (40he is the applicant (Name of individual signing contract) above named, ($)he is the E.bb`-171�c� } (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 day of J�r�� , 20 No DANIEL RODNEY Notary Public-State of New York No.01R00015526 Qualified in Suffolk County PROPERTY OWNER AUTHORIZATION MY commission Expires Nov 3,2027 (Where the applicant is not the owner) I, IDA-wr residing at, 'M b 100LA.1 0-6Ch- Uftq4e do hereby authorize WA O to apply on my ehalf to the Town of S u d Building Department for approval as described herein. ^ a/ V - b 1--to 0 to Date SETH G BANK / lic•State of New York Prin Owner's Name N 01BA6427783 Qualified in Suffolk County My Commission- - - - - - - 11 Expires Jan 3,2026 2 Albert J. Krupski, Jr. �a k� STO)RMWAOFIEIR. SUPERVISOR 1\\4[A\IAA\G 1EM 1ENT SOUTHOLD TOWN HALL-P.O.Sox 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM _ T ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICAN ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t j APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) I NAME: p Date: L� 1 Contact Information: toA ?-41c,&j:`f e-ftktL.CoA L (L•'-Ntad&Telephone Number) a-;LL Slb• Zq�gt: L °6''Ft.td- • 51 b- ?a-56 go I ! I Property Address 1 Location of Construction Site: << 7�3D P otooi kpm (.erg S.C.T.M. #: 1000 ` District FsC 7 74 Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT ! — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Area of Disturbance is less than l Acre. No S.P_D.E.S. Permit is Required 1 j - Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! i ❑ - Area of Disturbance is Greater than I Acre& Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From XY.S. D.E.C. Prior to Issuance of a Building Permit. ❑ - Area of Disturbance is Greater than I Acre&Storninvater Runoff Flows Through Southold I!1 Towns MS4 Systems to Waters of the State of New York, THE APPLICANT MUST OBTAIN { a S.P.D.E.S. Permit through the Southold Town Engineering Department I( Prior to Issuance of a Building Permit. Reviewed By: Date: f FORM ` SMCP-TOS December 2024 --f. Cbved ASE Town Hall Annex t'{ �` ::; Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 W,. s. Southold, NY 11971-0959 I; ,yy r$ BUILDING DEPARTMENT NOTICE OP UTILIZATION OF TRUSS TYPE`CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date:. �s L F, LCZs' Owner: AGO VAN- ' Location of Property: .4 10 1 rJ 0 a�K .), cx- LA,446 Please take notice that the (check applicable line): ✓ New commercial or residential rstructure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) ✓ Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof fra ing (FR) Signature:;. Name (person submitting this form): kt owAA41) a�-t Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 i h sQ►f . Load Short Form Job: 7430 Indian Neck Lane Date: 6/18/25 Entire House By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 7430 Indian Neck Lane, Peconic, NY 11958 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AH1_Master Suite 1495 22791 11282 600 600 AH2_Main Living 2499 38491 24493 1200 1200 AH3 West 1359 22495 15321 800 800 Entire House 5353 83778 49347 2600 2972 Other equip loads 7988 1123 Equip. @ 1.00 RSM 50470 Latent cooling 6044 TOTALS I 5353 I 91766 I 56514 I 2600 I 2972 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr iightsoft" 2025-Jun-18 15:14:50 ,. .,. ... ..l.,.q..., Right-Suite®Universal 2024 24.0.04 RSU20822 Page 1 ightsoft HVAC17430 Indian Neck Lane_Peconic.rup Calc=MJ8 Front Door faces: N g Load Short Form Job: 7430 Indian Neck Lane s r� h ,Oft Date: 6/18125 AM Master Suite By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 7430 Indian Neck Lane, Peconic, NY 11958 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model ECOTEC 150 Cond RA1618AJlNBRHC AHRI ref Hot Water Coil ATQ2-1215 Coil RH1T2417STANJAUSA AHRI ref 7940565 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 150000 Btuh Sensible cooling 12600 Btuh Heating output 38403 Btuh Latent cooling 5400 Btuh Temperature rise 58 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.026 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Zone 1.1_Master 981 15791 10745 416 571 Zone 1.2 Basement 514 6999 1534 184 82 AH1_Master Suite 1495 22791 11282 600 600 Other equip loads 2107 296 Equip.@ 1.00 RSM 11578 Latent cooling 2053 TOTALS I 1495 I 24898 I 13631 I 600 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t wr ightsoft° 2025-Jun-18 15:14:50 �, .. .•,,��.. . ., RightSuite@ Universal 2024 24.0.04 RSU20822 Page 2 /OCK ...ightsoft HVACX7430 Indian Neck Lane_Peconic.rup Calc=MJ8 Front Door faces: N Job: 7430 Indian Neck Lane wrigh � ft° Load Short Form Date: 6/18/25 AH2 Main Living By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 7430 Indian Neck Lane, Peconic, NY 11958 Design Information Htg CIg Infiltration Outside db(T) 8 84 Method Simplified Inside db('F) 72 75 Construction quality Tight Design TD(T) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model ECOTEC150 Cond RA1636AJlNA AHRI ref Hot Water Coil ATQ2-1236 Coil RH2V3624HTACJA AHRI ref 7942211 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 150000 Btuh Sensible cooling 25200 Btuh Heating output 75874 Btuh Latent cooling 10800 Btuh Temperature rise 58 °F Total cooling 36000 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.031 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.87 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Zone2.1 2236 34556 26766 1077 1311 Zone2.2 2nd FI 263 3935 1391 123 68 AH2_Main Living 2499 38491 24493 1200 1200 Other equip loads 3342 470 Equip.@ 1.00 RSM 24963 Latent cooling 3702 TOTALS l 2499 I 41833 I 28665 I 1200 I 1200 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wf ightSOlrt,. 2025-Jun-18 15:14:50 s•r d.. r- r RightSuite@ Universal 2024 24.0.04 RSU20822 Page 3 ightsoft HVACX7430 Indian Neck Lane_Peconic.rup Calc=MJ8 Front Door faces: N 1JIfCl R�gh $ ems�114.° Load Short Form Job: 7430 Indian Neck Lane e Date: 6/18125 AH3 West By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 7430 Indian Neck Lane, Peconic, NY 11958 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model ECO TEC 150 Cond RA1624AJl NA AHRI ref Hot Water Coil ATQ-1515 Coil RH2V2421 HTACJA AHRI ref 7940894 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 150000 Btuh Sensible cooling 16800 Btuh Heating output 42974 Btuh Latent cooling 7200 Btuh Temperature rise 49 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.036 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area Htg load CIg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Zone 3.1 432 6116 5784 218 302 Zone 3.2 458 8962 5829 319 304 Zone 3.3 468 7418 6375 264 333 AH3_West 1359 22495 15321 800 800 Other equip loads 2539 357 Equip.@ 1.00 RSM 15678 Latent cooling 2583 TOTALS I 1359 I 25035 I 18261 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsofte 2025-Jun-18 15:14:60 12 C� 1' ..v•,. .. a.R , Right Suite@ Universal 2024 24.0.04 RSU20822 Page 4 ightsoft HVAC\7430 Indian Neck Lane_Peconic.rup Calc=MJ8 Front Door faces: N Load Short Form Job: 7430Indian Neck Lane " Wrl�Ett�off� Date: 6118/25 Zone 1.1 Master By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 7430 Indian Neck Lane, Peconic, NY 11958 Design, Information' Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db('F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF W) (Btuh) (Btuh) (cfm) (cfm) Master Bath 181 4454 3771 117 201 Master Bedroom 498 9480 5747 250 306 Master Dressing 206 1398 803 37 43 Master Foyer 96 459 425 12 23 Zone 1.1_Master 981 15791 10745 416 571 Other equip loads 0 0 Equip.@ 1.00 RSM 10745 Latent cooling 1191 TOTALS I 981 I 15791 I 11936 I 416 I 571 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2025-Jun-18 15:14:50 .� Right-Suite@ Universal 2024 24.0.04 RSU20822 Page ightsoft HVAC17430 Indian Neck Lane_Peconic.rup Calc=MJ8 Front Door faces: N Load Short Form Job: 7430 Indian Neck Lane wrl htsoft' Date: 6/18/25 Zone 3.1 By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 7430 Indian Neck Lane, Peconic, NY 11958 Desi'gn Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load CIg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bath 2 75 369 403 13 21 Bed2 WIC 52 0 0 0 0 Bedroom 2 306 5747 5381 204 281 Zone 3.1 432 6116 5784 218 302 Other equip loads 0 0 Equip.@ 1.00 RSM 5784 Latent cooling 568 TOTALS I 432 I 6116 I 6352 I 218 I 302 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilghtso 2025-Jun-1815:14:50 Right-Suite®Universal 2024 24.0.04 RSU20822 Page 6 �+ 9 ightsoft HVAC\7430 Indian Neck Lane_Peconic.rup Calc=MJ8 Front Door faces: N riLoad Short Form Job: 7430 Indian Neck Lane htsaf Date: 6/18/25 Zone 3.2 By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 7430 Indian Neck Lane, Peconic, NY 11958 D- • n Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db('F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/Ib) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bath 3 53 1059 624 38 33 Bed3 WIC 46 0 0 0 0 Bedroom 3 359 7902 5205 281 272 Zone 3.2 458 8962 5829 319 304 Other equip loads 0 0 Equip.@ 1.00 RSM 5829 Latent cooling 682 TOTALS l 458 l 8962 I 6511 l 319 I 304 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. � wrightscW 2025-Jun-18 15:14:60 Right-Suite®Universal 2024 24.0.04 RSU20822 ightsoft HVAC\7430 Indian Neck Lane_Peconic.rup Calc=MJ8 Front Door faces: N Page 7 Load Short Form Job: 7430 Indian Neck Lane Wt`I��I�SCif � Date: 6118/25 Zone 3.3 By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Prqjelct Information For: 7430 Indian Neck Lane, Peconic, NY 11958 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF W) (Btuh) (Btuh) (cfm) (cfm) Bed Hall 62 261 116 9 6 Office 406 7157 6258 255 327 Zone 3.3 468 7418 6375 264 333 Other equip loads 0 0 Equip.@ 1.00 RSM 6375 Latent cooling 604 TOTALS I 468 I 7418 I 6978 I 264 I 333 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti -11L_ wrightsoft- 2025-Jun-1815:14:50 CA ITT .ua:•,. .,..eo. , Right-Suite@ Universal 2024 24.0.04 RSU20822 Page 8 ightsoft HVACV430 Indian Neck Lane_Peconic.rup Calc=MJ8 Front Door faces: N Load Short Form Job: 7430 Indian Neck Lane ` W r� hS�aft Date: 6/18/25 Zonel.2 Basement By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com ProjectInf Ormation For: 7430 Indian Neck Lane, Peconic, NY 11958 Design, • • Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD('F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Base Foyer 514 6999 1534 184 82 Zonel.2_Basement 514 6999 1534 184 82 Other equip loads 0 0 Equip.@ 1.00 RSM 1534 Latent cooling 257 TOTALS I 514 I 6999 I 1791 I 184 I 82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. —'T Wf ightsmft, Right 2025-Jun-18 15:14:60 �� ,..:,,.,a .. Suite®Universal 2024 24.0.04 RSU20822 Page 9 ightsoft HVAC\7430 Indian Neck Lane_Peconic.rup Calc=MA Front Door faces: N Load Short Form Job: 7430 Indian Neck Lane wry htso�s1�, Date: 6118125 Zone2.1 By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Profect Information- For: 7430 Indian Neck Lane, Peconic, NY 11958 D-sl'oh, Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load CIg load Htg AVF Clg AVF M (Btuh) (Btuh) (cfm) (cfm) Family Room 544 8635 4488 269 220 Foyer 156 2210 1131 69 55 Foyer Pwdr Rm 52 0 0 0 0 Kitchen 681 8072 8370 252 410 Kitchen Hall 134 0 0 0 0 Laundry Rml 68 958 673 30 33 Laundry Rm2 61 689 977 21 48 Linen Clst 46 0 0 0 0 Mud Pwdr 30 0 0 0 0 Mud/Breezeway 318 11770 9466 367 464 Pantry 86 458 614 14 30 Rear Entry 59 1764 1046 55 51 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W Y1`ghtsroft, 2025-Jun-18 15:14:50 u^r .ua.a Right-Suite®Universal 2024 24.0.04 RSU20822 Page 10 �7t+ ...ightsoft HVA X7430 Indian Neck Lane_Peconic.rup Calc=MJ8 Front Door faces: N Zone2.1 2236 34556 26766 1077 1311 Other equip loads 0 0 Equip. @ 1.00 RSM 26766 Latent cooling 2542 TOTALS 1 2236 I 34556 1 29308 1 1077 1 1311 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r? rightso t 2025-Jun-18 15:14:50 ...�;va. Right-SuiteCD Universal 2024 24.0.04 RSU20822 Page 11 r�r ightsoft HVACX7430 Indian Neck Lane_Peconic.rup Calc=MJ8 Front Door faces: N Load Short Form Job: 7430 Indian Neck Lane wry htsof Date: 6118125 Zone2.2 2nd FI By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com 'ProjL ictInformation, For: 7430 Indian Neck Lane, Peconic, NY 11958 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD ff) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 Cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) 2nd FlFoyer 263 3935 1391 123 68 Zone2.2_2nd FI 263 3935 1391 123 68 Other equip loads 0 0 Equip.@ 1.00 RSM 1391 Latent cooling 200 TOTALS I 263 I 3935 I 1591 I 123 I 68 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. (�wrig t sofv 2025-Jun-1815:14:50 1— , .•a mow . , Right-Suite®Universal 2024 24.0.04 RSU20822 Page 12 ACa ightsoft HVAC17430 Indian Neck Lane_Peconic.rup Cale=MJ8 Front Door faces: N Irk- N Basement Unfinished Base S'pf— ex4 8x4 S..ge Base F.p, Mechanical - Job#: 7430 Indian Neck Lane Home Energy Solutions Inc. Scale: 1 : 186 Performed by Katelyn Maieski for: Page 1 187 East Main Street Right-Suite@ Universal 2024 7430 Indian Neck Lane Huntington,NY 11743 24.0.04 RSU20822 Peconic,NY 11958 Phone:631-673-0664 2025-Jun-18 15:15:34 gdlamay3@gmail.com ...430 Indian Neck Lane_Peconic.rup N let Floor Garage 1 2 chn 4 I ^ i I San Rreti0ctm M dIB eer_earay Mud PvMr IKitchen �,.%232.cim . 'k137chn 'Bedroom 2...^: cjin Rear Entry 73D0 cfni Laundry R...^ aontlry Rm2. Mod. Pantry,�3Scfn� B /141 cfm®/ ed2 WIG �21 cSi�aH12 = M re'Mar" 4 rDfess�ng 2J cfm�, _ ^ Kitchen Hall mod ' /NBetl Hall � t Be4ronm3 Mader Foyer pp �137 cfm 9cfin Sup Riser' SUP Ria �lS cfin \\ S53.cfm ]• S• Bed3 WIC wdr Rae Bath3 `141 can" �• 135 cMi 135dn. - . '-153chu = 0x4 < - ^ Office Family Roam ®®® . Foyer. 7' Master Beamom 103.Gni �t53cfn� ' Job#: 7430 Indian Neck Lane Home Energy Solutions Inc. Scale: 1 : 186 Performed by Katelyn Maieski for: Page 2 1 187 East Main Street Right-Suite®Universal 2024 7430 Indian Neck Lane Huntington,NY 11743 24.0.04 RSU20822 Peconic,NY 11958 Phone:631-673-0664 2025-Jun-18 15:15:34 gdlamay3@gmail.com ...430 Indian Neck Lane_Peconic.rup .1I N 2nd Floor Sup Rie 1'7 8' 5' 8' 10' 4.2 G' —q 4, ddx 12x126x 12 10.12 ex12�— I 4.12 5. 0 12 4• 18 12 4• 4x12 G• �zdxtz UnOn.Aeic 5' Gx 12 ext2 4 x 12 128.bn I 8' IT ' 12 dz1 8, 4• �' 8' 4' 1Sv 12 0 d%12 8x122nd FI Foyer sup Rlssr Sup Ris G• Gx4 8x4 Urfin AWi 2 Sup Riser 7 8x4 Job#: 7430 Indian Neck Lane Home Energy Solutions Inc. Scale: 1 : 186 Performed by Katelyn Maieski for: Page 3 187 East Main Street Right-Suite@ Universal 2024 7430 Indian Neck Lane Huntington,NY 11743 24.0.04 RSU20822 Peconic,NY 11958 Phone:631-673-0664 2025-Jun-18 15:15:35 gdlamay3@gmail.com ...430 Indian Neck Lane_Peconic.rup Manual S Compliance Report Job: 7430 Indian Neck Lane " wrightsoft� epor Date: 6118/25 AH1 Master Suite By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com PeQjoct knformation For: 7430 Indian Neck Lane, Peconic, NY 11958 Gooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 11578 Btuh Entering coil DB: 75.5°F Outdoor design WB: 71.2'F Latent gain: 2053 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 13631 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1618AJ1NBRHC+RH1T2417STANJAUSA Actual airflow: 600 cfm Sensible capacity: 16379 Btuh 141%of load Latent capacity: 2418 Btuh 1181/o of load Total capacity: 18797 Btuh 138%of load SHR: 87% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 24898 Btuh Entering coil DB: 68.5°F Indoor design DB: 72.07 Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Weil-McClain Model: ECO TEC 150 Actual airflow: 600 cfm Output capacity: 38403 Btuh 154%of load Meets all requirements of ACCA Manual S. 4I.'v Wr,ightso,t" 2025-Jun-1815:14:50 � ,,,•,,,, t r Right-Suite®Universal 2024 24.0.04 RSU20822 Page 1 ightsoft HVAC\7430 Indian Neck Lane_Peconic.rup Calc=MJ8 Front Door faces: N Manual S Compliance Report Job: 7430Indian Neck Lane wrightso f f$ p Date: 6118/25 AH2 Main Living By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project,Information For: 7430 Indian Neck Lane, Peconic, NY 11958 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 24963 Btuh Entering coil DB: 75.4°F Outdoor design WB: 71.2°F Latent gain: 3702 Btuh Entering coil WB: 63.1°F Indoor design DB: 75.0°F Total gain: 28665 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1636AJ1 NA+RH2V3624HTACJA Actual airflow: 1200 cfm Sensible capacity: 25200 Btuh 101%of load Latent capacity: 10800 Btuh 292%of load Total capacity: 36000 Btuh 126%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 8.0'F Heat loss: 41833 Btuh Entering coil DB: 69.2°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Weil-McClain Model: ECO TEC 150 Actual airflow: 1200 cfm Output capacity: 75874 Btuh 181%of load Meets all requirements of ACCA Manual S. ,� *wrl'Ilgf otsoft* 2025-Jun-18 15:14:50 A Right-Suite®Universal 2024 24.0.04 RSU20822 Paget ightsoft HVAC\7430 Indian Neck Lane_Peconic.rup Calc=MJ8 Front Door faces: N Manual S Compliance Report Job: 7430Indian Neck Lane Wrightsoft- Date: 6/18125 AH3 West By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 7430 Indian Neck Lane, Peconic, NY 11958 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 15678 Btuh Entering coil DB: 75.5°F Outdoor design WB: 71.2°F Latent gain: 2583 Btuh Entering coil WB: 63.1°F Indoor design DB: 75.0°F Total gain: 18261 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1624AJ1 NA+RH2V2421 HTACJA Actual airflow: 800 cfm Sensible capacity: 22101 Btuh 141%of load Latent capacity: 2917 Btuh 113%of load Total capacity: 25018 Btuh 137%of load SHR: 88% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 25035 Btuh Entering coil DB: 68.9°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Weil-McClain Model: ECO TEC 150 Actual airflow: 800 cfm Output capacity: 42974 Btuh 172%of load Meets all requirements of ACCA Manual S. wrightsoft" 2025-Jun-18 15:14:50 .. ,.,,.„..:.yn n Right-Suite®Universal 2024 24.0.04 RSU20822 Page 3 ightsoft HVAC\7430 Indian Neck Lane_Peconic.rup Calc=MJ8 Front Door faces: N ft,, Duct System SummaryJob: 7430 Indian Neck Lane / `��f E.� (� y Date: 6118125 AM-Master Suite By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 7430 Indian Neck Lane, Peconic, NY 11958 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.32 in H2O 0.32 in H2O Available static pressure 0.48 in H2O 0.48 in H2O Supply/return available pressure 0.385/0.095 in H2O 0.385/0.095 in H2O Lowest friction rate 0.141 in/100ft 0.141 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 340 ft Supply 'Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Mat[ Ln(ft) Ln(ft) Trunk Base Foyer h 6999 184 82 0.291 5.9 4x 8 ShMt 32.3 100.0 Master Bath C 3771 117 201 0.149 8.0 Ox 0 MtFx 18.0 240.0 St9 Master Bedroom C 2873 125 153 0.144 7.0 Ox 0 MtFx 22.3 245.0 st8 Master Bedroom-A C 2873 125 153 0.141 7.0 Ox 0 MtFx 37.3 235.0 st8 Master Dressing C 803 37 43 0.151 4.0 Ox 0 MtFx 10.3 245.0 St9 Master Foyer C 425 12 23 0.213 4.0 Ox 0 MtFx 5.7 175.0 st11 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st8 Peak AVF 250 306 0.141 611 8.2 12 x 6 ShtMetl st10 st10 Peak AVF 404 549 0.141 823 10.3 12 x 8 ShtMetl st4 St9 Peak AVF 154 243 0.149 730 7.5 12 x 4 ShtMetl SO st11 Peak AVF 12 23 0.213 68 2.9 12 x 4 ShtMetl st4 st4 Peak AVF 416 571 0.141 857 10.4 12 x 8 ShtMetl • Table, Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 600 653 67.3 0.141 653 11.0 12x 12 ShMt t {� wrightsoft" 2025-Jun-1815:14:50 'r ,ate•atea ve - Right-Suite®Universal 2024 24.0.04 RSU20822 Page 1 ightsoft HVAC\7430 Indian Neck Lane_Peconic.rup Cale=MA Front Door faces: N - - wlightsaf#U Duct System Summary Date: 743802 Indian Neck Lane AH2 Main Living By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com FrQj'ect Informl6tion, For: 7430 Indian Neck Lane, Peconic, NY 11958 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.28 in H2O 0.28 in H2O Available static pressure 0.52 in H2O 0.52 in H2O Supply/return available pressure 0.380/0.140 in H2O 0.380/0.140 in H2O Lowest friction rate 0.121 in/100ft 0.121 in/100ft Actual air flow 1200 cfm 1200 cfm Total effective length(TEL) 428 ft SUPPly Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (Cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk 2nd FI Foyer h 3935 123 68 0.448 5.0 Ox 0 MtFx 4.8 80.0 Family Room h 4317 135 110 0.158 7.0 Ox 0 MtFx 41.0 200.0 st18 Family Room-A h 4317 135 110 0.180 6.0 Ox 0 MtFx 26.7 185.0 st17 Foyer h 2210 69 55 0.133 4.8 4x 6 ShMt 56.7 230.0 st14 Kitchen C 2790 84 137 0.219 6.0 Ox 0 MtFx 18.3 155.0 st19 Kitchen-A C 2790 84 137 0.181 6.0 Ox 0 MtFx 20.0 190.0 st17 Kitchen-B C 2790 84 137 0.158 7.0 Ox 0 MtFx 26.3 215.0 st19 Laundry Rm1 C 673 30 33 0.121 4.0 Ox 0 MtFx 38.4 275.0 st18B Laundry Rm2 C 977 21 48 0.127 5.0 Ox 0 MtFx 25.7 275.0 st14A MudBreezeway-A C 4733 183 232 0.268 7.0 Ox 0 MtFx 22.0 120.0 st15 Mud/Breezeway-B C 4733 183 232 0.177 7.0 Ox 0 ShMt 39.7 175.0 st15 Pantry C 614 14 30 0.173 4.0 Ox 0 MtFx 19.3 200.0 st14 Rear Entry h 1764 55 51 0.135 5.0 Ox 0 MtFx 32.8 250.0 st18A - -wrightsoft" 2025-Jun-18 15:14:50 Right-Suite@ Universal 2024 24.0.04 RSU20822 Page 2 ightsoft HVAC\7430 Indian Neck Lane_Peconic.rup Cale=MJ8 Front Door faces: N SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st18B Peak AVF 30 33 0.121 99 3.7 12 x 4 ShtMetl st18A st16 Peak AVF 472 597 0.127 896 10.8 12 x 8 ShtMetl st7 st14 Peak AVF 105 133 0.127 400 6.2 12 x 4 ShtMetl st16 st14A Peak AVF 21 48 0.127 144 4.2 12 x 4 ShtMetl st14 st15 Peak AVF 367 464 0.177 850 10.0 0 x 0 MetlFlx st16 st18A Peak AVF 85 84 0.121 255 5.3 12 x 4 ShtMetl st18 st18 Peak AVF 219 194 0.121 658 7.5 12 x 4 ShtMetl st17 st17 Peak AVF 606 714 0.121 857 11.7 12 x 10 ShtMetl st7 st19 Peak AVF 168 273 0.158 783 8.0 0 x 0 MetlFlx st17 st7 Peak AVF 1077 1311 0.121 874 14.6 12 x 18 ShtMetl Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb1 Ox 0 1200 1380 115.0 0.121 690 14.9 12x 24 ShMt wrilghtsoft 2025-Jun-18 15:14:50 try+ RightSuite®Universal 2024 24.0.04 RSU20822 Page 3 fib+ ...ightsoft HVACV430 Indian Neck Lane_Peconic.rup Calc=MJ8 Front Door faces: N E.s Duct System Summary Job: 7430 Indian Neck Lane 1N�`Iltjhtsok Date: 6/18/25 AH3 West By: Katelyn Maleski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project Information For: 7430 Indian Neck Lane, Peconic, NY 11958 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.32 in H2O 0.32 in H2O Available static pressure 0.48 in H2O 0.48 in H2O Supply/return available pressure 0.333/0.147 in H2O 0.333/0.147 in H2O Lowest friction rate 0.156 in/100ft 0.156 in/100ft Actual air flow 800 cfm 800 cfm Total effective length(TEL) 308 ft 'SupplyDetail' Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 2 c 403 13 21 0.211 4.0 Ox 0 MtFx 13.0 145.0 st1 Bath 3 h 1059 38 33 0.189 4.0 Ox 0 MtFx 16.0 160.0 st2A Bed Hall h 261 9 6 0.204 4.0 Ox 0 MtFx 17.8 145.0 st3 Bedroom 2 c 2690 102 140 0.200 6.0 Ox 0 MtFx 11.7 155.0 st1 A Bedroom 2-A C 2690 102 140 0.232 6.0 Ox 0 MtFx 13.3 130.0 st1 Bedroom 3 h 3951 141 136 0.206 6.0 Ox 0 MtFx 21.7 140.0 st2 Bedroom 3-A h 3951 141 136 0.198 6.0 Ox 0 MtFx 17.7 150.0 st2 Office C 3129 127 163 0.156 7.0 Ox 0 MtFx 28.5 185.0 st3A office-A c 3129 127 163 0.193 7.0 Ox 0 MtFx 37.1 135.0 st3 SupplyDetail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (Cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st3A Peak AVF 127 163 0.156 490 6.4 12 x 4 ShtMetl st3 st3 Peak AVF 264 333 0.156 666 8.3 12 x 6 ShtMetl st2A Peak AVF 38 33 0.189 113 3.6 12 x 4 ShtMetl st2 st2 Peak AVF 319 304 0.189 637 7.9 12 x 6 ShtMetl st1 Peak AVF 218 302 0.200 604 7.7 12 x 6 ShtMetl st1A Peak AVF 102 140 0.200 421 5.8 12 x 4 ShtMetl st1 W PightSmf#* 2025-Jun-18 15:14:50 „� , �:•, ,,: �.., Right-Suite®Universal 2024 24.0.04 RSU20822 Page 4 6a_. ...ightsoft HVAC17430 Indian Neck Lane_Peconic.rup Calc=MJ8 Front Door faces: N Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 800 939 94.3 0.156 626 12.3 12x 18 ShMt - -wrilghtsof- 2025-Jun-18 15:14:50 xwa•rse Right-Suite®Universal 2024 24.0.04 RSU20822 Page 5 ightsoft HVAC17430 Indian Neck Lane_Peconic.rup Calc=MJ8 Front Door faces: N Generated by REScheck-Web Software Compliance Certificate Project 7430 Indian Neck Lane Energy Code: 2018 IECC Location: Peconic, New York Construction Type: Single-family Project Type: New Construction Project SubType: None Conditioned Floor Area: 5,279 ft2 Glazing Area 20% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 7430 Indian Neck Lane Ron Zakary Peconic, NY 11958 ronzakary@gmail.com Compliance: 7.1%Better Than Code Maximum UA: 863 Your UA: 802 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Hot Roof: Cathedral Ceiling 4,486 30.0 0.0 0.034 0.026 153 117 AGW Main:Wood Frame, 16" D.C. 3,490 29.0 0.0 0.049 0.060 121 148 Front Door: Solid Door(under 50%glazing) 28 0.350 0.320 10 9 Front Door: Solid Door(under 50%glazing) 28 0.350 0.320 10 9 Rear Door:Solid Door(under 50%glazing) 26 0.350 0.320 9 8 Rear Door: Solid Door(under 50%glazing) 26 0.350 0.320 9 8 Windows: Vinyl Frame 908 0.300 0.320 272 291 SHGC: 0.30 Gable Walls: Wood Frame, 16"o.c. 1,284 21.0 0.0 0.057 0.060 73 77 Project Title: 7430 Indian Neck Lane Report date: 06/16/25 Data filename: Page 1 of 10 Prop.Gross Area Cavity Cont. Prop. Perimeter FDW Main: Solid Concrete or Masonry Wall height: 9.0' 3,096 0.0 14.0 0.043 0.059 131 179 Depth below grade: 9.0' Insulation depth: 9.0' Basement Door: Solid Door(under 50%glazing) 20 0.200 0.320 4 6 Windows:Vinyl Frame 34 0.300 0.320 10 11 SHGC: 0.30 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 2018 IECC requirements in REScheck Version : RES heck-Web and to comply with the mandatory requirements listed in the REScheck Inspection hec list. All 5 / � lfZJr_ ame-Titl gnature Da Project Title: 7430 Indian Neck Lane Report date: 06/16/25 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and f ❑Complies 103.2 ,documentation demonstrate ❑Does Not [PRJ]1 energy code compliance for the V 1 building envelope.Thermal -]No Observable ; `envelope represented on ❑Not Applicable construction documents. I 103.1, ;Construction drawings and ❑Complies ; 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for ss [PR3]1 lighting and mechanical systems. []Not Observable `Systems serving multiple []Not Applicable ;dwelling units must demonstrate {compliance with the IECC i {Commercial Provisions. 302.1, ;Heating and cooling equipment is: Heating: ; Heating: ;❑Complies 403.7 i sized per ACCA Manual S based Btu/hr 1 Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: Manual J or other methods ❑Not Observable approved by the code official. Btu/hr Btu/hr �❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 7430 Indian Neck Lane Report date: 06/16/25 Data filename: Page 3 of10 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1 ;Conditioned basement wall ; R- ; R- ;❑Complies ;See the Envelope Assemblies [FO4]1 !insulation R-value.Where interior: E❑Does Not :table for values. insulation is used,verification R- R- ;❑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 ! �DComplies [FO5]1 ;insulation installed per T❑Does Not manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.9 ;Conditioned basement wall ; ft ft ;❑Complies ;See the Envelope Assemblies [FO6]1 Iinsulation depth of burial or ;❑Does Not ;table for values. i distance from top of wall. 0 ;❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed ❑Complies [FO11]2 to protect exposed exterior ❑Does Not insulation and extends a 19, minimum of 6 in. below grade. 3❑Not Observable #01\lot Applicable 403.9 Snow-and ice-melting system ❑Complies [FO12]2 controls installed. []Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 7430 Indian Neck Lane Report date: 06/16/25 Data filename: Page 4 of10 section Plans Verified Field Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;DoorU-factor. ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not :table for values. [FRl] 1 ,❑Not Observable 00 ;❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). E❑Does Not ;table for values. 402.3.3, 402.5 ; ❑Not Observable [FR2]1 ; ; ;❑Not Applicable ; Coll 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ;❑Does Not with the NFRC test procedure or ; taken from the default table. ❑Not Observable I❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies ; [FR23]1 `installed per manufacturer's ❑Does Not CQ instructions. []Not Observable I ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting []Does Not AAMA/WDMA/CSA 101/l.S.2/A440 []Not Observable or has infiltration rates per NFRC 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 4 ❑Does Not Ond labeled to indicate<2.0 cfm ;leakage at 75 Pa. �❑Not Observable ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies [FR12]1 ;insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where< 3 inches.Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable ; ;the building insulated >= R-6 for diameter>=3 inches and R-4.2 ,for< 3 inches in diameter. 403.3.2 ;.Ducts, air handlers and filter t ❑Complies [FR13]1 boxes are sealed with ❑Does Not ;joints/seams compliant with I International Mechanical Code or 1❑Not Observable International Residential Code, as ❑Not Applicable ; applicable. 403.3.5 i Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not IE]Nott Observable i❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 above 105°F or chilled fluids , !❑Does Not i'below 55°F are insulated to >—R- ' i 3 ; ; ;❑Not Observable ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies [FR24]1 piping. IE]Does Not I[]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 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 7430 Indian Neck Lane Report date: 06/16/25 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.6 f Automatic or gravity dampers are ❑Complies [FR19]2 I installed on all outdoor air ❑Does Not intakes and exhausts. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 7430 Indian Neck Lane Report date: 06/16/25 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 ;All installed insulation is labeled ❑Complies [IN13]2 !or the installed R-values I❑Does Not provided. []Not Observable ❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a; R- R- ;❑Complies ;see the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not 1 table for values. 402.2.6 :wall insulation on the wall I❑ Mass ❑ Mass ❑Not Observable [IN3]1 ;exterior,the exterior insulation ; ; ; requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable ; 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not j ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 7430 Indian Neck Lane Report date: 06/16/25 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ,Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ;❑ Steel ❑ Steel UNot Observable 402.2.6 [FI1]1 { ,❑Not Applicable ; ; 303.1.1.1,;Ceiling insulation installed per []Complies 303.2 l manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 ft2. ❑Not Observable []Not Applicable 402.2.3 I 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 I " ❑Not Applicable 402.2.4 lAttic access hatch and door R- ; R- ;❑Complies [FI3]1 !insulation >_R-value of the ❑Does Not adjacent assembly. ,❑Not Observable ❑Not Applicable 402.4.1.2 1 Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies [FI17]1 lach in Climate Zones 1-2, and ❑Does Not 1<=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 1 ft2 ;❑Does Not either: Rough-in test:Total leakage measured with a ; :❑Nat Observable :pressure differential of 0.1 inch ; ; ;❑Not Applicable Iw.g.across the system including ;the manufacturer's air handler enclosure if installed at time of 'test. Postconstruction test:Total leakage measured with a ' :pressure differential of 0.1 inch : w.g,across the entire system including the manufacturer's air ; :handler enclosure. 403.3.4 !Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies ; [F14]1 lcfm/100 ft2 across the system or ft2 : ft2 TIDoes Not <=3 cfm/100 ft2 without air ;handler @ 25 Pa. For rough-in 1❑Not Observable :tests,verification may need to ; ❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated JE]Complies [FI24]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable I 1 ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies ; [FI9]2 s installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable ; {code specifications. ❑Not Applicable 403.1.2 ;Heat pump thermostat installed ❑Complies [FI10]2 ;on heat pumps. ❑Does Not { s ❑Not Observable i 1 ❑Not Applicable 403.5.1 ;Circulating service hot water ❑Complies ; [F[11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ; ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 7430 Indian Neck Lane Report date: 06/16/25 Data filename: Page 8 of10 Section Plans Verified Field.Verified #k Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403'6.1 All mechanical ventilation system i❑Complies [F125]2 fans not part of tested and listed ;❑Does Not 1 HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable {R403.6.1. ❑Not Applicable 403.2 !Hot water boilers supplying heat ;❑Complies [FI26]2 #through one-or two-pipe heating '❑Does Not systems have outdoor setback control to lower boiler water []Not Observable !temperature based on outdoor ❑Not Applicable ; temperature. 403.5.1.1 Heated water circulation systems ❑Complies [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- E[]Not Applicable ;syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the !occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [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. 403.5.2 FDemand recirculation water ❑Complies [F[30]2 systems have controls that []Does Not manage operation of the pump []Not Observable I and limit the temperature of the !water entering the cold water ❑Not� Applicable piping to <= 100F. 403.5.4 }S Drain water heat recovery units ❑Complies [FI3112 {tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units <3 psi for J❑Not Applicable individual units connected to one r or two showers. Potable water- ; side pressure loss of drain water heat recovery units< 2 psi for individual units connected to three or more showers. 404.1 90%or more of permanent ❑Complies [FI6]1 :fixtures have high efficacy lamps. ❑Does Not i []Not Observable []Not Applicable [F0123]31 3 noecontinuoulies s pilot lighlighng t. ❑Does systems havepNot 9 ❑Not Observable ; ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not []Not Observable ; 1 ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 7430 Indian Neck Lane Report date: 06/16/25 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 Manufacturer manuals for ❑Complies [FI18]3 I mechanical and water heating f ❑Does Not j systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 7430 Indian Neck Lane Report date: 06/16/25 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R.-Value Above-Grade Wall 29.00 Below-Grade Wall 14.00 Floor 0.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass &Door Rating U.Factor SHGC Window 0.30 0.30 Door 0.35 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments SIGNING THIS Immigm y THIS INDENTURE.made the 03 day of Q►rlU rY ,two thoua�pMi BETWEEN JUDY L.DART,residing at 7930 Indian Neck Lane,Peconic,NY 11958 J . parties of the first part,and JUDY L.DART and EDWARD D. DART residing at 7930 Indian Neck Lane, Peconic, NY 11958,as Trustees,or their successors in Trust,of the JUDY L.DART REVOCABLE TRUST dated the J Anu" ' a j ,2024 parties of the second part, WITNESSETH,that the parties of the first part,in consideration of Ten Dollars and other valuable consideration paid by the parties of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. DIST. 1000 ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying,and being at Peconic in the Town of Southhold,County of Suffolk,and " SEC. 86.00 State of New York, being lot 4 on the Minor subdivision Map of Samuel B. Prellwitz more particularly described on Schedule"A°'attached hereto. BLK: 07.00 LOT: 007.004 SAID PREMISES known as 7430 Indian Neck Lane, Peconic,NY 11958 BEING AND INTENDED TO BE the same premises conveyed to.the parties of the first part by deed dated January 17,2003 and recorded in the Office of the Suffolk County Clerk on ()in Liber 0A3)Pageg01 . TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the some first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. AND the party of the first part covenants as follows:that said party of the first part is seized of the said premises in fee simple,and has good right to convey the same;that the party of the second part shall quietly enjoy the said premises;that the said premises are free from encumbrances,except as aforesaid;that the party of the first part will execute or procure any further necessary assurance of the title to said premises;and the said party of the first part will forever warrant the title to said premises. The word"party"shall be construed as if it read "parties" whenever the sense of this indenture so requires. JUDY . DA STATE OF NEW YORK, COUNTY OF STATE OF NE YOM COUNTY OF ss: SUFFOLK ss: rd On the day of ,in the year ,before me, On the day of 14Lct van/ , in the year the undersigned,a Notary Public in and'for said State, 2024, before me, the undersigned, a Notary Public in personally appeared , and for said State,personally appeared JUDY L.DART personally known to me or proved to me on the basis personally known to me or proved to me on the basis of of satisfactory evidence to be the individual whose satisfactory evidence to be the individual(s)whose name(s)-is/are name(s)is/are subscribed to the within instrument and subscnbed to the within instrument and acknowledged to me that acknowledged to me that he/she/they executed the he/sWthey executed the same in his/her/their capacity(ies)and that by his/her/their signature(s) on the instrument, the same in his/her/their capacity(ies), and that by individual(s),or the person upon behalf ofwhich the individual(s) his/her/their signature(s) on the instrument, the acted,executed the instrument. individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. NOTARY PUBLIC NOTARY PUBLIC MAUREIFN WYNNE Nptary Public,5We of New York No.02WG3'n--1561 aUalisi@d to cOM4 Callinjission EacP463 03/2312 .�-1 Warranty Deed DISTRICT 1000 With Covenants SECTION 86.00 Title No BLOCK 07.00 JUDY L.DART LOT 007.004 T4 COUNTY OR TOWN Suffolk County JUDY L. DART and EDWARD D. DART, as Trustees,or their successors in Trust,of the JUDY L.DART REVOCABLE TRUST dated the RETURN BY MAIL TO: 5artva l P 3, 2024 Lawrence E.Davidow,Esq. Davidow Davidow Siegel&Stem LLP 1050 Old Nichols Road,Suite 100 Islandia,NY 11749 (DM) u Reserve this space for use of Recording Office. PmpoMd OwtdlnY •n,w z�sra+p.Inassa , 0 B■droanw) CMw Out At Orod■ FFEmiBS 16.0 Prop.WahibMB011 EL rstttteM MRw R CEN-10 (� +h0 Paoi■ 5021 r 11 4.50R35 T39 Inc. ��r i Inv. Ro4a■■d 4.0 13.75 do •� GR•+ .� ._ _..- - - Rlwosrtt 13.25 12.75 H W21W E :5` Rt • - tiuc s-m-y Ode Aww Err.Depth=s.0 Groundwtrter Erltxlu,ttered O Elev. _o ss + 2 6 ,r�r,,__ I i tea-��{• L`,� SANITARY CROSS VIEW A t.the �r>o ""` r .- g M lawn..t.,w L,,.. tthlwrw.. 33 (NOT TO SCALE) �t� ` - °, �'i a t>� ` a�_ tieft or ATLAS LOCATION rater m °y, r etch 0�M - r' ffi`Q_ 0 r tr ! G'.r■tldtrwn 59 �van es f20 card.Pail s i�a2r am �` � ``l ^1 41f�Eld WMIf tth■r 0, M © �CW• 1P o°�°u1b2 PAKM w a 00MO T1rd! GROUND tk■.r •■7 p tr �,apy {!�j,r 20 r� a I1 4 7 5 e 'jpr ` •�• /-` \ - v '4••t�4* v �g 11pp. t>rtaweaF,a )2 HOUSE Po PAVQ' _ tPv6 m�imaim Fi tz NNO+ ELD ,r is )m tad bold b6swilr / ;p, .I p ,Oi �-•°','!`dye• • `Ub Fa6�+u°r I W.W onto �r.� atmint ROCMACLE M.al - 1tP COMP ` -'r -� ` Q� ��•`.�O '! �J�•At � ' trFAna7iP'mCP etnastzee taijw.s tr r tbt-tG 1,� /t —*A1 1 s v ` �■.wtr r..w t awro ,. , V%L4 or Noitsase- ` tic tt■s tit. �m o... p �r el Maier ALL AwYe rzwE taioic owls ud. M�tmr`e H� Ift ticv0+AM tied �. .4 � � /, I`'1 ■.y x w/Mao sox ffi r m CONOUT _ MAiat FiOav PUMP Moslemurvwx eltaxiHq"d LfC n�i. r ram:�.C4.1 `A'a■o10�anla TA%f0T st7i11attE11l101r PuuPsw'naR - - - 4 ttwDgpth t ` 7IUL UL t� 'r ..poi wlima sed" t�S NOT 1O AINGLE—UNE DIAGRAM (NOT TO SChLE) O. p+,� r Jvp r r '` ',4 rr•My t 1\ *�+EWA*t SC■Ma SaaR ,® AirLM F>� ,Y 'b C•P /.��' �' ! dui~- r �` ` 'B '\ M.°�iSM.�Ti!"' �► 5t / p,r AM Itaporr+tl►d w it.ergo, 4'tdet 'R ( Cker&A YaY as E5d■ndb I I t.• / - g• /- pr. crac 4w w` Y 4i7 than To taa�laaam a tsia ■ to fflin■n Of W ADovw Ground y Dark Brown and Pale Brown Vary Fna saw soma sae Sartde with soma Gudrp Rm*Omdlnp I I •�•.�, ' ,�,�,�" ��r � °r ' \ 5 Otgaeles(Roam)at Top Of Spoon with Tmee Flno to Smog Gravel.(SM) Rtdlte■d I I �ja• t t i / r 4lr 0� t * 1t \ It 2' 4' Pala Burt gram and lfMt Fite!Braun Firm only Same Size Sonde Mhod \ / i - i/ cfu�7�� r;N ftw Flro Clean Some She Saida with Trove Flee to SrIuR Grwet hda Elm l DWI 'A � °r to Mod!=Line Sae Send.with Trae.Sato Throughout with Tram Rm to O Rodw�� It: �srnatl Gravel(Sind/sw) 0 Flom a■anout As Read ©' - l \ 4' B' Light Rust Brown and light Brown Flno to Medium AGw Size Sands tidh � \ a Fine to Small Ge J.(SW) ter"` 0.;.0�1.�� rr 5zrrr � 6' a' Bmrn Rro to.Coarse M,She Sande with Soma Fine to Small Grawt. R■dretiatdt B¢Rt. n 3/4'.1i11 Ma'n Bwrld ' . L T C�dr I lest v t Floc •F ue w�9■✓/ \ B' 10' Light Brorvn Flno to 6kdum Mix Sae sartde with trace Me la Small Gravel. � j N0.10 12� _.2t '' Our Send I to' 12' Light Brawn Fine to Medium M,Sao Sands with Trace Flns to Small Gmwd. L\1t■r > cs<» �''a,�� F OU [RTME t� t « arts, � °r 12, 17' Light gram fine Some Sze Sands with Trace Fine Ravel.(SP) W"r ( ,. PP OVAL OF CO STRUCTI °« --z._ °, 17' 22' Light Brorn Fme.to Medium!Ill Sae Sands with Some Flne CmwL(SN) t•"a ♦ F�Te tl■ed In lieu as tr ©r tz 'icy °r rr \ 2r 27' Light Brown Fina Same Sha'Sunda with Tram Fine W small faava (`�) MI LY RES Ind E NCE ON L �� Fist l �� \ 274 32' Light Bmrrn,Fine to Medium Mht Sao Sena.rtth Trace film GraYal into Flna ELEVADON Design Professio al's Certification Required. WX Wr -pf , Flits Same Sae Sands with Trace Fne Crew.(SW/SP) /��■w /��w�wr /�� V-11 32' �3T Light Blown Firs Same Size scna.with Tram Fine Grarai.(SP) Submit P.E.or R.A.Certification for the &A at Badn-.37'ado.Ruda nstallation and Constructik of the Sewage Disposal System c-sui raw 1GO Lwtaw Ground smram_ o Eldon 99.TW ts•—x 4-�7 4'-7H' PRDJECT INFORMATION - •PROJECT (G ® AI R-25-0839 Use For WWM-073 ftftWA a c,MToot 2a,2#� . • ` •- 7 M� 02 ' .S- REF. 1 V O. n DATE 3/5/2025 Rt[anwwd Ri Sim.Tel OwalRt lie. l'°h' Ta "'"100lka Of Sal PPROVE ) I ai familiar with the Standards for Approval Cround �/•w�°•ten° an Construction of 5u urface Sewage Disposal DRAWN BY: DK ,SANITARY PLAN SG-and 2• Osth Bmm and Pala&awn Yary Flno 514t Sawro Szo Sande adh$ante ♦ - JaOrt g. p Orgadca(Rests)at Top at Spoon with Tmca n-G—L(SM) _ *P'FL S s ems for Sin le F it Residences and will 2' 4' Pcls Rust 1lrorn Fins Sill,Same Siva.Sand,Mbt !with Fine Glean Some F mmum F 8 -/1$ED - y 9 Y CHECKED $Y: MJR Size Solids with Them Find to Small G-1.(SM) .,,�0oewr i abide by the con ' ns set forth therin and the SCALE, 1�=SU' OF 4' B' Light Rust Brsrrn FLteSame Sic Sandi vdttt TroceSab Throughout with EXPI RES T FRO MOW OF PROi/AL Per it to con -.-.- ". - - 7430 INDIAN, NECK LANE Tmm Fme to Small Grovel.(SP) ��■1/4.pp R.\``�. AREA. _ .1.65 ACRES 6' W Light Rust Brown and Light Brown Fme to Marcum tax size Santis with ��' g 7-SQ.FT• SITUATED:- PECONiC, TOWN OF SOUTIiOLD Trace Fine to Smog Growl(SW) ctraAeEw _ _ s a"`"e" DA O F j w88 SCTM: 1000-86-7-7.4 B' 10' Light Brown Fine to Medann M'ut Sae Sands with Same ritre to SmallCrdveL rw,meePmr aa„ar, (bYr TO 6Tad■ ( Acme«tm Fwam.aueecr z® 10' 12' Light Broom Fine to Medlum Mt Sim Sandi with Tmee Fine to Scroll GMWL �•��on't`t•'ec' 1zi -- ♦0'F1wYsr11 PLEASE NOTE G1J.Ry rO,A (SW) o,amcwnosusar _ rcw wa..r tit A7 l)fl Pu19 Stwfd4 llatlr Fl,Lalr� 12' 17' Light Brorn Very Fe Imo Sire Saaaa with Tmm Rrm Bawd.(SP) It is the applicant's responsibility to maintain ePECIFIGit0.w5 - 17' 22" IJght Brorn Flna la LMdltm M&S(m SOMA rich Tmee Flrta to Small Craval. rom,otc treat wrPE A■ro6td Il4dk �w,� / Y - �wt■• • (yy0 ■oami Anaacelcdo wctrwPe O p wrn.rq adequate sanitary distance between all •-., ct�rz y"Lnr �-t 22' 27' Light Rust Brown Fina to Medwtm LU'Sim Said.with Some Fine Gr.ML rzaa S.i A■IaBott A■wattbly N OttU■L water supply and sewage disposal facilities. r 1pP 2T 32' LtgM Brown Flro la Mcdivm Mt:Sim Sands with Some Fete to Small Gravel na:�„cawea tsar`~•,ss �wY0�1'f1 Net■rt <� 4�I (SyQ 0r.,deeete ewe et+cnm f7twlWt ::P� - .. 3Y 77' Light Brawn Res Same Sze Sada'ith Tmee Fine Gm2L(SP) SE(:I)ON B-B MEW 37' 42' Light Brown Flee Same Size Sand.with Same Sill.at Bottom of Spoon with 1. ALL OMBfiB AT SATE EXONIOt1. \ �9g ti � 39 WEST MAIN STREET Trees Fee to String Rawl•(SP) MAIM CEN�10 MAIL (NOT'818MMMIN BOX DETAIL � F � OYSTER BAY,NY 11771 End or Baring:42'Behr Ruda (NOT TO SCALE) Groundwater 19.Y Bess,Ground Surface O Elevation 2A (MM 70 SCALE) \V♦7 i Q}v F` --_ _ REVISED: 7/8/2025 FFEe18S rtllearl iBA Out At.Graft � � f r Pad -fL CFN-.10 15.0 67adeg15P.00� 50 4'SOB35 N ,./ • y<`i y i . JZ6 Inv. i�Inv. ..Ira. 8'SDR35 - Baa7325 i6 1 N 127 �* FFE E.S. v. NA wells"Bpo.losAra BoOart, Bothom Eft.OaPth=9.0 Fff.Depth=9.0' T7- tee Groundwater E untefed_0'Div. `` ''tip r ,�— a•6 r 4K /�� J r SANITARY .CROSS VIEW (NOT TO SCALE) �i to Oe r w 11'n. ` � mve�ietl t g Pr z - ,1Ra�rd>L war 3.T ft p..d wm -- ®r rd wan. 4+ p.powGilt LbrA Of _ ATLAS LOCATION TA l / / 0 OL Owni5.2 e. , arrow s wine a Rom POWER ONPANEL NF LPAN RE tAWgO. hlt - l- 1`��` • _16.2 2V OIL WG Oew°xu. 4 Die PRavl �PawBt PAIGl 12,iM FM CamUR f 12 f2. CaNPECnGt 1B 2 12 O` Prz;aw inml Mweeir O � YS \ ?Ca�W*.a,Mr ,.wwwsrsAwm 20 �vj a waiw�e • 8 Tja S G ENCLOSURE: AIR COMP ` 'r " /- r e'c Ph.��vi �.. `C__1 pw�e •.�r deem t',�•\ \ to out se 1I.Fl OTECT 1 AWVE GRADE WRING wr C MadPtl�1 S ft_iheeuj 1 w - - �. w/eLw sex m i'eL COMM - 1ba1-(oe WL b 1100, AywaN ek M 11rpEEsd IVa Lair. /J\— _ /' _ 7'�r ,11 L�r en�e. /' z I>IAIP rm wee y and .pre�Etlp�'0:- -- �r ' - pe:pse✓ . ffi" .f� �a��--- .. //¢, 1 AIMM FIOAT FIIIAT e'trlV m. .r�� 'e -tY Brest �\ 1AX!LT SwirCBFFF1UfHf PUMP SNiiCli: - Ft�lg� 11• ( :w'Jaq t E!.0rsm Melt e.. 4/�� r ex ` Lass w� • f73 MASM xGr 10 smau ". - �•. _ _ .. - ''.i _.:$.i _ Ise' \ `'�� \� \ V pppp��raaaea��.dddd � `r(ROT To SCALE) _- _" - - - . f \O - ` • hive.ftA 1\ -Rockaudaft / "t4 xr r. \ , ps;ard et.adea rood. �p , selatL :®, .Nr U t ftV TAX Wr - ~ �fr .' y C w �`e \ g L` 7tsr sum D/t-dDIoot 2A tom � .pep'd A/a Whim tb Ord,`ems tiRtimad#sbda Tat O6A ttep. .. ytr �" �`•. 2LW fir ° M lelkt 0 lktatmR Nip,lie fSMDaea. }E�y' Plan Dwab -�_ • SES S To of Sl9 / .OttUat Pip. ( I r I s et aW 4� t -11>tdent.rl Of 3'Atgvs ftrwin,d _� e,,_y�,. pcgrEd OmwW ltrd� ®r - t S�uoK 2' 0mk Brown aM Palo Brown Very Fue S'Ity:Same-Sae Sands with Same 6'-i' - .-}A I .i l- l ,nit wr \ Organics(Rants)at Top of spoon with..iroea Fine m small Gravel.(Sid) FTtILeL,ed- .I. I- l - L8 / ,,ter. t B. At LRt F9atep ... L o\ �• - 4ef Ear'•• 0u' �r •fe(V1\t t \ 2' 4' Pale Fl1uvt.Brawn and light Runt Brow,Face Fin Smite Sim Santa Mixed - - - - . to diu Glean Same ands Sands with leis T Rm to Smog Gravel Into.Fine 1 f\ m NeQium Mcc Sze Sands with Trace$at9 Throughout wgh-Trade Flne to. Qr {_ Or Small Grovel.-(SU/S10 00d" mind— m r 4' g Light Rust Brown and tIBM-BrownFate m Medium Nix Sae SmWs,wlth © Plaice_ "« cam.• O ® \ r 1 . i'. . f t b RplBed , Q1�peaa�� ...,...� j . '•\�,Or Same Fl-b Smog Gravel.(sty - _ `/_ 151g'-ilb ��'� v� 0'r l'ejs' a' a, B' (CNanhlq B �4•J&Intake i6 p R \ Light Brown Flmto OoorseNlx SLia Sande with Some Fine foSrmll'hwel. - }�!e�ej� pd Own. wwi. B' 10' L Bropn Fmp to Medium Mix S¢e Sand+Mth Trace Fue m Smag Grovel fbw (tytL) I, Shoo Said Ne.10 /. •. n r 4r�� '' © .`� 2r ACOM 10' iz' (ght Brown Frne t.m dAm Nx Sae:sonde:mth-Trace Fate to snail Gravel. 2'Aaa MIA.) (FYP') ` Posx ar d r L oar ,•, 12' 17'.1*Brown Flne Same Size•Smlda with Trace Fine Gravel..(SP) _ - - - Qtr Fa"1r a'. c 17' 22' Light Brown FTne.to Mod um Mix Seza Sands.with Some Fine Gravel(SW) 4 To w lett t. . ,�arm .. t'-e' ®f ur r .o \' P-t •� Saelttary TM Wm Bw tr I �r ' 22' 27' Light B own Fine Same Elm Sands with Troia Fine to Small Gravel.(SP) Tiwahnnt Sym4m1 u llw Of tqr ba ®r 27' 32':Light Brown Fine to Med'wm Mix Size.Sends with-Trace FInGLGrovel Mtn fine tne .. _- � \ Same St.Songs with Tra.Fhm Grovel.(SW/SP) ` TN(LOT jai" Ls� �� node ww die tm io 32' 37' LightBrown We with .Some Sze Sancta h.Trors Flm. Gravel,Gravel, f7.1(SP) ® ""�"- Gild of Boring:37'Bales Crude 6'-0• .. _ (NOT TU:SCALE) Croundwtnr 18:1'Bala.Ground surface 0 Elevallan-1.8 tm X PROJECT INFORMATION• PROJECT par pwkmw p 1S- al ft k ® ` �� DATE 3/5/2025 Ftom t. p*+�of Set - I am familiar with •the " ndards for Approval rGUwE Brown and Pala Brawn very Fine Sa saute St.Sands.AID,Same '� and Construction of Su urface, Sewage Disposal DRAWN � Df< Organlan(Raab)at Tap of Spoon:dh Trow Flne Grovel.(BM). - , > �......... .. __.. SANITARY PLAN r 4 Para Rust B.—Flea Silty Same Sae Sands HIxad with FT..Clean Sam. SEC710N A-A VIEMI / "�"•orgy ttr M Systems. for Single F Ely Residences and will CWECKED 8Y MJR _ �._.. Shus Sends with Troo Ma to small Gravel.(SM) •Ada.oafs Bt— 1 abide by the cond'' ns set forth therin and the SCALE 1 w=50' OF PROPERTY a' B' Light Rust Bmvn rme Same.Srze Sa,Ms with Trace S11a;Throughout pith 4'Ww JAMR=rGR \ permit t0 COn9 _;..- 'r..Fine to Small ani 1.(SP) - fmt Skim tp•(w cc AREA. 1.65 ACRES . g a tight Rust Brown and Light Brown Fae to Medium Mu sze smte with omeP�t SQ FT; SITUATED: PECONIC, TOWN OF SOUTHOLD Trace Fine♦o Small Grovel.-(Sw) - CWIMBER. valeta - sammowcmGa see 41' .._.,........_, _. _.._ B' 10' Light Brown Fine to Madam N'a Size Sands with Same Fhw'b Small Grovel. deem Fmown cnaaocr DATU l ' SCTM: 1000-86-7 C� aotanmcama 298 "COVsr To!�. 10' 12' Light Brown Flne tan Medium Nix She Sunda with Trace-Flne to.Small Gravel. o� on �$ �.PlWwllt .. - ( Taal arts t,� Air Lnt Fmwp S1wfOn 1Yahr FadtvwZ e1 A . 12' Ir..light Brown Very Flna Same Size Sands with Trace Flna Gravel.(SP) f `q 17' SPEGFlfIaIOtL` ` V ,N -Light Brown Flrw W MotlWm 111E Size Sarnia with TMoo'FW m Small Grovel, nrae<omeenvnx Pr PE � Arable ILsdlO tElw4wssr� � �roam Alr otmeu Pvcr PPrPE ® wwww.rwEnd CaP La to \/22' 27• S4Rust Brown Fine to Medium Mix Size Sands with Some Fine Gravel leaver s3m,t- .Aw1ltOnWTt'�tl `�FRP M *."PP PE taErlt -�� i t 27' 32' S;Ltgh!erorm-Fine to Medium Miw Sim Sands with Same Kris he Small Grovel ace.-scavcrs Plxsrurcaseaen �,�t ( Gmaraa n cm ne-roeem L9aa0en EA�raOrl 1"Q .. 32' 37' Light Brown Rne Same Si..Sunda with Trove.Rite Gravel(SP) SEMON 6-N 37' 42' TeamBFlromvnth Small Same aa Site (SP)Sad.with Same S9te of Bottom o1 spamo with 1.AALL 0ALM AT SUM E3EYM" 7 D�90' 39 WEST MAIN STREET End of Bartng:42'Below Grade CM-10 DMIL K&4= DMMEM 11110K MAL � `` OYSTER BAY NY 11M Giaaidwater 20A'Below Ground Surface 0 Elevation-a.gs - (NOT TO scatty (NOT TO SCALE) - SSION Av _ P1apa.a (°�B'IY°]5' - as At omd. �� ,D.G �mitraunm Fu CEN-.10 �15.00 ,5A tSDs 4°SDR35 135 Inn• 13.0 IV Inv. Inv.- �g�� JJ..�� t� `- p,wp4.0 13.75 Inv. -' 8'SDR35 13,5 12.75 nv. ,r' N EFPE=Bstir".. - -- 3 oaa orl - Bottom soft"BgW-4n Am - • ft. - 1�--14Y Eft. or ` Grooildamtter Et 4ntered O Bev. [ - te®887—' �at� �� z SAtIlIM CROSS VIEW ', �t�4r�' C (NOT TO SCALE) am YeeMWIMir tt \ _ MO amow �} Hann --,. 37 MAW[,cell ro 2r ttw wtd a W. "�. a ^,`„/emu.:°'' ar ` ATLASo:.°LOCATION OOWIS OUTDOORSitE6itE! Cr _r n' / aw s 2 3 > eFAMDAIDS� a Wo \O rr _r� �ra. ,r it PR.w08(2)2OaaS 1-PaIE'®tC00 tt2o Ql SCRNO N a r Is WffAIOA m HOUSE Pawtrt PANG lW 1 12 2 CON ®F!I .X/E9`,- r 'll i - O. 1 r• -- ' r 12 t�2 Proposed Qar talaq / ® rr� i O -�y y`v7ap��. .ra Ms., �r �/(��yf1, (A, w,vrr Was, Vow le Is miRr]t RECEPTACLE mSTNLID W tit � \ r r fyl" �'a • I,RIIw wdnmamOF ` 1 ,saw.. _ 1 ,r. t �Yq lr--�—�O� j •.�� \\ \ 'l\a w4r� ./� Y d Lqi-f- SY� rLn et �ad.tIJRW cr ALL ABOVE GIUCE ritmm , a Oa�l�� r NO.NOTE �� \ tw/NIN SON eo PVC CON.um Iwal Ou l C-0 Heiler A/o _ -/ °�3 \ tliuG - IUYP am a -Prr4ar aewi Yt /Aram.G17�m �ffi i%r +�+1 ` 1 \ Tl1X IDl` svaldlimtl,Nr7vtwa�0"Tmat nip •-r_lttw rAq�et�°"� ;the► f73 (Nor 70 srAtE) - O 96[hate H - j/ r mac'`.' ya a�"�Tm111 ',\ NOW [NOT To SCALE) v,,`•O� � Tw.'IY r. /v0 `.r.\ ' r •:e WO"M�+.UA 1\ Shan :® A4!iR TA,t LOT `ems /�7 -^r , `t ,�•�`. at'!Pd u.mka esntw 4'kde! Glaanut May Ba_EkhndadsYw Flan Ta CbmdbmCm of 11'e1. / 'outlet P40 wale m of S AOaw[Could t I \ ��0�,. 4 ML�G�a• �t`• ' \ Grouts 2• Dark Brown and Pale Crown Very Fore Silty Sane Sail Sands with Some 5-tl" .}A pwhp I l - t '�' ! -ea I1�sYua ��~Ceiiie^''m o r Our O ' - t S"�O0' -Organka(Isere)at Top of spoan with Troee.Fine t.IS-1 Gravel.(SLt) fitdalnd I l r w. ssn / rii 2' 4' Pele Runt Brown and Li ht Rant Bmwn`Fino SRy Some She Santa eAam d�! \. ® / , O , p19 0# �r with Ph.Clean Same Sae Sands with Trove Flne to Small Gravel Into Fine •1 vVT� W.Medu.n Mix Sha Sands with Times Soon Throughout mih haw Fine to �' � le Small Gravel.(SU1/SYQ ® dYdw S rfam ` u p 1 '', or �\ 4' le light Rust Brown and Light.Crown Fine to Modum Ws Size Sands with o FYafn As�d 1d�' "• `e.•.J :same Fine to small Gravel.(SW) 011 amo,r�,�l�y.ae� o- 0,r C g Biorn Flaw is Coarss V.Sir sable wU Some Fine m smoil Gravel. ( B /4 �t�moa _ BtM , , r t� / y+(.M,� 4d iar"S'•, 1 's^� \ 1 \ CraCt� Fiefi' 4,r \ B' 10' tight B.-File to Medium VU Sae sonde.with Trace Fur is Small Grove]. Fin�;7 t VOW No.10 � / � �' (' ZD'Aire 24w Aeaaw - sum or Sold To 1 -°e- 0'r 10' 12' Brown Flee to Madwm MS,size Sands with Trace Fiaw to SnawG Gravel. '�'Axr ' r7l ( OpAw I) r a� ,, • &Ippw!rdaar ar �, rq J.r. \ 1 t M Flaw '! VY ii 12' 17' Light Brown Fine Some Sle,Sands with Tsar Fine brave].(SP) \wt \ 17 22' Light Brown Flne to Mad7um Nit Size sends wBh sane Fine Grovel.(Sr0 - A-o' 4•Pia To Teo Ba �ee.sti rr U o „` or �O1\\' ,r \ r w r \ 27 27• Lig1i4 Hrown,Fiaw'Sama scan Snide with Haas Fits eoSmoR Graver.(SP) T 4FBeild Ni+led ` N ad'47a10�P 27• 32' Light Broom Flaw t.M�m Ira Sao Sands with haw Fite GmAd hdo fine Same St -Sands with Troce FF.Gad.(SW/SP) T xt1or ULM 32' 37' Light Brown Flm with Sze Sands with Trace Flaw Gravel.(Sr). -® CLEAN-0lR DETAIL e'-e• .(NOT.,O� ` trw.�oMMe]...a0olw�.ald Fad of Barng 37'Below Crude ® �. 6roaddwater t&1'Below Gra d.Surfass 0 Fiuvation-1.B. °'-$' -11; •.® 4-11}• MW[[oleo 02-immy M son x PROJECT INFORMATION PROJECT ® ` fthimism W sail.T.t askig,Me. DATE 3/5/2025 F'"'" Te chmobAm of SA � I am familiar with the "S ndards for Approval 2' Dart Brown and Pale Brawn Vary Flne sing Same Size Sands,;GN Soma � - ,�. and Construction of Su urface Sewage Disposal DRAWN �� DK n _.._._. SANITARY PLAN surtaoa Grgonka(Root&)at Top of spoon aitll,Arose Fin.craves Sri KII.SbAa 1/4w Per R. r 4' Pala Rot Brown Fins Sdty Soma she Send.MSrod nth Fin.Clean Soma SEMI e-A%%W / Systems for Single F sly Residences and will CHECKED BY. MJR Sim sa de with rrote Fire m stem Gravel.(sM) a Aedaa.COW m= 1 abide by the cond'' ns set forth therin and the- SCALE -" 1 _�9 OF'PROPERTY 4' S Light Rust Brown Fina same Size Sand.with'trace Se hrou ts Tghout ailh 4'M� » \ permit to cane .._......._._...___ _.....-- - :;_- Trees Fleet.Sn dl Gravel.(SP) � WA�,/4 Fur R�� AREA: ..1.65 ACRES e tc LightTree wale Ito Si and Light Brawn Fina m McGam sea Send.viG, pig,lBmd SQ.fI SITUATED: PECONIC, TOWN OF SOUTHOLD Trace Puw,b SawC Gravel.(SW) aER vm�ms _ � - B' lly Light Bmin Flan to Medium MSC Wan Sands with Sams Fina to small Gravel. scat svontlnnew DATU _T QF.. •' SCTM: 1000-86-7-7.4 (SW) AsmsmowxatFl maonctmroa sea OWN,TO tirade 10' 12' Light Blown Fine to.Medium Nix Size Sands wit Trace Fin to Smog Gravel. p e1p to Prowd m - (4 Teen vawrw Air Lot Ymq Slwfa a Mfatar lhbarmw 4Q419i ,N � 12' 171 Light Brown Very Fine Sams,Size Sands with Traw Flne Gravel.(SP) ePEtlFlGM1Na 17' 22''tight Brown Fire t0 Matlium nth Su Sunda with Traw'Flrro to Small Croval. taavwme PP/PE Arwbk Ilada rawer vaswc exe PVC/PP/PE ®. ® Issswar�irr' End Cap lMhq _ �•.T Ill1I l\�� livers ebdo PP/PE T kHmtl 22' 27' Light Rust Brown'Fin.♦A tAeAum W.Sze Sable with Soma Fine Gravel. eascv seam Aslaftm Amur p O�av1MGa o1lBalw T FRP hl Z ., WCIPP/PE out .-. 27' Sr High!Brown Fin"to Lkdfurrn tOz Si.Sands with Same Fine toSmall Gravel. IMIIAEJalaE0r1 rttef! _ 32' 37' Light Crown Fine Same She Sands with boss-Fire Gravel..(SP) SEC710N n-n,REW 3Y 42' Light Cram Flaw same.she Sands with same Silts at Bottom OF Spoon with t. All WRE1S AT SALE 8EVA1gN. 9.gQ 39 WEST MAIN STREET Troos Fine to Steil Gravel.(SP) End at Cattail:42'Below Grade PU.iICI.EAN CEN-10 DETAIL �' ® OYSTER BAY,NY 11771 cnamarater 2114'Blow Ground Surtaw 0 Elsrotlon�.Gs (NOT TO WALE) (NOT TO SWE) - �S�ONr-� „ - - - .• _ - p.a aa.a ottn.,r, c a�aw�) out AL Bind. FFF-19.5 ,a0 Prop..MeaMo,awl PY CEN-10 1•caehtraawl Pad �tltYg1 Pod .5ca 4'SGrtjS s• -�• `�� ` ; - Tao N 1 [4.0 13.7 Ito. _"'v" 8•SDR35Inv. rlw— -- , BoaMlt 13M 12.75 ?S �1nv. a WM '1l E _ _-- FK—M � db1 Bottom Bottom �� 1+•-11.3' Eft.Depm .D' OF.Depth=9.0' _ ,•,u _ �Y Lr - `� Ground11141 r Encountered O Elev. -sss �,i' �- ��` `►� L,,� SANITARY CROSS VIEW `�°" ,_ '-• _ _ �a me (NOT'TO SCALE) u°uer R tY ` �" SAIL -- r ttiete �-_ a.3 ' ' ATLASa •LOCATION 1/Yl4r ��• �O\ Y• /' Rspd Xl}a �O r�i' � � �-4n�� -_ Atwori r Rat p Nalk B aura n Oar s roll. - / 4VW ®�.N ©. ®r 4 ee➢��.\ ' 52 RM j 2 3 T 3 e tuo / \a� ,r rr- _� Q m ur � erx thtailgE(z)zava t-paE loam tt2o w tx No Fula x - �F'�r ' t •"• •.�.. Ym,Imt w xogg PewOt PARFI. tot1R r ' J m 1s t2 t2 ' pot.rs 4i %0 42j rn `ttrar3mu a \ Rgo�ditlrsavlcr �_�' tier 1 ip -r rr". ; .5rv' �. �'� - bpi. _ �ft O Mom® I` ffE `r 1ppp mmorq ,r. I ems!'.0-54''' � :J •.�• \ \yam r tf I ` Aw as 1-be.a 9pYra Ih ,aYe art ' �,.•• r T. NIA"aW W/am scat so we asrs Yin c "i s u° 'b ro`� r �"�YA er - o .1 ys �.aa. S• r \\ t X \t� IbM OL•7 W is N w.dtr>;d ` R)ASr Na tsr ¢ aaltmtltuBlt PULmsx Goland 45nOt m r►R+r�+alm�� r��1�+� .It�f�e�tr t - 1AX I+OT' (won m snug `im Do& L /te r,r • 1m SMOL"— HE r 2-e \ a s l It (NOT TO Sc" v0 y 4��aDo Scan TAX lDr �� r. ` \ �e EerhOae 4t9u r �m� MwcWRW Md I-dwm BYh1 Ito.: ® .Nr q� 4' / \`'` \ t\ Ffiml l%wr..Lees6cm Of 9tl ,r:wd / OuW P,Po Cbwosia Yagr Be 6tWidrd A-/ I _ �• tr Qr Role Va* RYttr Y ui.r`\t�=f._ \ W. To IfoYranl Of 3'Abow@oad r { aqr �t , -Ground 2' Dark Brown.and Pale'Brown Very Fme Silty Some Size Sands rah Some 5�9' �A �� I ) t •�•�i. t �e. �e�d p� or a,r ` • 1 \ GM nloe(Room).at Top of spoon with Twee Fine to small Gravel.(SM) 'Rn171md I I- �e� �9 ssn r t L m r 4 Polo Rase Broom am aeqht frost 0—Fine M Same She Sams Minor � a Air Litt � o\s. Q 01. � � w11h Fine germ Same She Sams alto Traw Fire to Small Grovel Irda FNe bast - .. ' '•0 •i (J 11 r 1 to Medaan Iaz Sas Sartla with Twee Slits Throughout Kii h Twee F+re to �r , �\ Small Gravel.(SY/SV) moan Stirrer' R�,y - c�h xr r 4' S. Light Rust mown arW uynr moxn.Fare to Modlum UOn Shr snMs rim (D - Flom t An RrQldrrdto4•�-�. . . •J ` -�.`fie. \ I \ Some Fore to Stour Gavel(S1D 0 or= py�t� t+ - l rr`-1 w' c e (L t erom Fne to cccrse Idx Sure sours With some Fine to smon GtaveL R atlas tlwt ( a /4•AY htlda BWA �f�ea / �tr7 tart Or y.�j• \ B• 10' LIpM Brown.Fur to Medium Mar Sae Sands.rich Tmw Fore to Small Gravel F'Oor (lyp. - I, VOor Na.10 i ` r 0 -.a--- ow F,r' 0'r 2C Apes 21V A,mrrr -STaor or Salta To Mi _-.m. 4n,'y ✓Ar °� 'y 5d l . \ 10' 1Y i�t Brawn Fine tc Medium MW S¢e Sande with Tress Fine to Sman Grand. XO'Aecr ) (fyp) �,yP) t OAnder aupPwt(Brow `turn'_ �r `W �je \\ P CIGnwm a Fkw + t 12' 17' eight mrn o Flne Some%wSonds with Trace.Flne,Gravel.(SP) - Or Oe \Wit 17' 22' light Brown Flue to Medtem MLr Sim sends,with Sane Flne Gravel.(SW) 14• - t•-e• N r To Adsm Tin 11w Bs rne•°"Pr rc r °r .oe of ® \ \ 2r 2r light Brawn Fire same See Sande With Trow Ft..to"Small Q-1.(SP) 47 aria And ` a 86.47r10'w 'r 0, �r- �� •t \ 2r 3r Light Brown Flaw to VxdWm MIx SW Same mT Fine Traes ne Grind Into Fin. ELEVAITON Sono,she sands rah Trove Flne Gravel.(SN/SP) ` TAX LCT �1 L 3r 3r light Brown Roo Soae�sinus with 7—Fire GI—L(SP) ® ' CMN--Mff DETAIL f�.1 �r�"dra EnA of War.3r Below Grade- 6•-3• (Nar TO SCAM ` Groundwater Ian Blow Ground Serra®a Bevdlon-+.e T o4-t1;• •® ® 4-11� X ® PROJECT INFORMATION PROJECT 1TSf tXtl!>0 p'-drlm�PD,tors ` � DATE 3/5/2025 tRA To ao.r+laoaall of s� � I am familiar with the wS ndards for Approval r Orga Broom am Pote p of Very FmeSnty same She el.(S with Some 4, I and Construction .of Su urface Sewage Disposal D IWN . _ _ DK SANITARY PLAN ---- . ._: Organic.(Boom)of Top of spoon with Taw Flne Grath (SM) � W.sw.1/r Per R: Systems for Single F it Residences and. will CHECKED BY. MJR r. c Pda,RrYt moon Flne�same she Sawa Mtvm Wiw M.raaaP same SECTtoN A�-A YlEYV / Y n9 Y, Stre Same rlth Trace.Me to Small GramL(SM) •Aadrr.C~ m— I. abide by the cond'' ns set forth therin. and the SCALE � 1 r �� OF PROPERTY 4' O• Light Rues Brown Fine Some Sim Sands with Tmw Sift Throughout with . 4•%'1tg6t iPr \ permit to cons -.<-- _...- ..._.. -,... Trow Fna to Small Gravel.(SP). O1 s+ab.1/4 PairPt� � AREA. 1.65 ACRES s B' Light Root to to sm and tight For to Yed L4 um r s:e somas with 'taw Fine oon Grovel.(SW),(St» cwrYeE" vawro- pm,mt SQFT. SITUATED: PECONIC, TOWN OF SOUTHOLD� � .. ._� B' 10' ( Brown Fare to McSwm Mar Sits Sands rah Same Fine to small crave!. 2. Cover,To Grads DATI) �E Q� SCTM: 1000-86-7-7.4 1G' 12' ughe B own Fl m to uada m eBx she Batton rdOr wrote Fna to snag Gravel. o t,�°� ;s � m� (s~A rwr ww w ,ae Air L1R Pwo Surfmr WOW atfiamrLGnd. 17' 1r l7gM Brain Yory Fins Same Sim Sams WithTraoo Fine Garet(SP) �- ,Nor-&CoW sPEaFlCwltONs- 17 22' U9 Brown Flne to Madison IRn Sim Sands rOh Trace Fab to Small Gfard. NmvoYa PPr PE AraLio Yana �• (srq mown sae maYeaa rvcr PPr Pe ® ® L End Cap.Lrimkq arlks To N Ymfaird n 22' 2r l Rust Brown Flrro to Medium IOv Sim Bonds with Some Flne Gravel. tsmar ssdm. AtLaBmt AtrrmOy On M Cutlslr TeNc IMP H wcrPP Pe 27* 32' Light Brow Flw to Gted(um Nei Sim Sams with Some Flne.to Swan Grovel. Insert nccanca•ars. waukrca2van E � N , (SW) Gievmaaam Cir m oGMe Will W. 3r Light Brown Fine Soma-Size sands rim now Fire Grovel.(SP) 37' 42' Light Flne to a So—aSao Sands With Some sets at Bottom or Spoon nett- 1. ALL OURM Ja SAM 8"An" �990 39 WEST MAIN STREET Fad or Baring 4r Below Grade FIf.IICI CAY CEN�1f0 DETAIL <C ` OYSTER BAY,NY 11.771 Groundramr 20.4'Below Ground Surfaw 0 Flovation=Ua (NOT TO SCALE) (NOT TO SCALD - Sslos0- .._ _ - , Propaa� (.MeI w) Ch sae At Grob rr, I :i Fu Pro0,111 WlHon 1 Pad l•welt31p1 P40 i - - - r ball CM-10 13.0 Inv. Inv. PtoPoatl 4.0 73.7 InV. Pt>P� ;325 W. i; s sB'SDR31 5 EN W21 -~ z � =• Baum Bottom `-_�, __ •- !` 4A' Eft.Depth=910' Etf.OePth-9.0• - !7 — — GFOM Id jG ET Encauntered O Bev. =0&5 900 SANITARY CROSS VIEW °` '' ,, '— (NOT TO SCALE) u0�adr~ � u a- \ - r �z I ---"--�7 ` Eton•d s3 sum.Dgth ,M6 ��. �"� ° /�� t - _ �''• ATLASe `LOCATION 16 1 4 T DvFr 0� �►' � � nnetatott __ ��tGw r�a ; oilaGtS d11Da� / ` cw•UI 4i xx _tr _ .. /._� 5.9 lYrt•t CFevole �` - -/ ^ w• 45I ® y ®r to sef -otrx t6.2 Na75E FOaTii fIN 4X EN ENCLOSURE r p papa'( Q i� ! r R. ea PNul t.6( 12 0, pas7 a e , tr r }'�,r esu.2W1R 1-PaIE artam 12{t'ffi N eviNO FEt0 r `' i j r_�� . NO=lx PANEL. PVC.CONIXIR 1 @ Op1aIM11001 .7r/R9r . a '0! r r r `12 112 PltOoed iwrd ot7.q / 9 H `p •�°!tr a7'OrhmoF® �/ �\\ \ I11pend UAW S w as r_�' _ Vim/ p _ �. tr \ r a �T»'Sal l \ e.—� era ar • I w'M Awe x \ $ MREX vmFilmlAIR lll IRPROUP ENCLOSURE N � "" c°'e r �Q"''-�•� ' �w n>mQ°,.. � e r 1 iY a `y:a N016 11,10M ALL ABOVE GRADE IFEW oars wr mrmu^ om dim Imw b• r r> ` �'•w Rr law 4/era d^�" e/toN SCN W PVC PM rr w y 12") arnete 1 zed GD►Iw�ww Am 11Ah l � d 9pRgIF1,t_UFNf IiIYPsxlitfl • ProPtwi pfwta� -'i 7 �'}N~^ all �^ raj In �(�.9Nkr \ TAX LOT_ 4�4S5�t1110amis t '�' S1 r r��r`• 1me 0, `\ \ r•..3 .(NOT 7o Sc" - - . x 7T13r BOIit16 pl-duel 21s,=25 Spun � M lBt Pump TM L - ��f'�A, O P'I•�\`• \Nyad u�cAcr ado aAta PwtlaenM W Shia lit Ben47,60. ( bej � - _ 9• / 4wf D11-- T • - W. Fret ,� /'J�Bmi6m 0I SN 4.Otlet / 'Otttfst Pke .IBvdwrtrn W 3:AOwr amLydM/ I I r t®C ��R. �t Dr y ~ � •�_f`•` ` \25.0' 18.5 y Oak Broom and Pate Brown Very Fu,e Silty Spme-Srm Sonde with Some b•-Y• jA OIRDi9 Qod6tp. I I - t e. 1 h0^d°"w'� ®r 0u f 1 \ Surf— 2- (Rao")at Top of spoon with Trace Fine to S-11 Gravel:(SAL) Air LM Flniatlwd I l _ an t �„ 1 2' 4' Pale RUA e ore and Light Rust Stain Fle Silly Same Size Sonde Mixed \ ® �� / / , 01z• Ttrr7•- �t�,, with tine Clean same Size Sands with Trace Fine to small Gravel Into tine �0 N9 0 to Medium lux Sue Sands with Times SM9 Throughput with Truce Firm to tt�t ® �* \� a (�-1 0•' or Small Gravel.(SiI/Syi) �•mm,ow �u' �r • ` ` \ / 1 4' V USK Rust Brain and Light.Drawn Fme to Medium Met She Sande with m " IMiatt~ d�• \ ' \ Same Fine to small Gravel-(svp f iSiC Dfr D"ayl�� o" air —iDk •t{1 1 r 1 B' . e' 9rawn Fle to Coome t9rt Size Sands with Some Flne to SmM GtaueL Iho3atdoUat �Bahia � � /4•Ali httalt• Blind b eeos / '( Fkv (COW"Op•mvo) B i�� n T F32�✓ ♦ t4v Qro B 1a' Brown Fee to Medium Mbc sea Sams with rra A Fme to 9eA Gravel. �� Z4. (, Stan or Solid T do to ' \ 10' Ue Light Brawn Fine to UsEw.Mat Si.Sande with Trace Pine to Smell Gravel. .2V Ao0eiir• (ND•) (ice,) tx Ion (SW) ) .( 1 1 1 •Of Flow 7 s l - ; .- \ 12, 17• tight Brown Fie Same size Sends with Trace Flne GrmvL(SP) Qter 7 or T �g ®r \; 17' 2:e tight Brown FT-to Medium W.Sae Sonde wft Some Fhb Gravel.(SW). 1•-4` t•,-.� �r [nee t r �'-�2r� or ?- \ tr \ .. 4'P7pw To Tow OF t�Mil o to r \w 2Z 27' Light Brown Fine:samo Sea Sande with Troao rho to Small Gravel.(SP) Tnio6'""t U d fi a't' ` N 88'tq 10�w Or 27' 32' Light grown Fine to Msdlum Mi.Size Sands wNt Trace Ftrre Gravel into Flnw Same Sena Sande with Tram Fle Grvvel.(sw/sP) X LOT V 3T Light Brown tine Same She Sonde with Trace.Flne Gravel.(SP) (Nor ro seaL�i ` aroler End of Bonlr p V Betow Grade trwmdoumr 1&1•Below Ground Sarfave a Cavell-=y¢ y.2 O-i1�• ® 4.-tom 12 X. PROJECT INFORMATION' PROJECT DATE 3/5/2025 F'°I^ . Clmd>,AM Of oilI am familiar with the "S ndards for Approval Sill eas 2• Darn Brown and Palo Brown very Floc'Silly Same 512e Sands wuh Scone � and Construction of S.0 Urface Sewage Disposal DRAWN BY: _._.._ DK SANITARY PLAN orgarmkw(Roots)at Top of Spoon with Thee Fln•G—L(SM) - �`1 0�^•sdp.+�4 P<R Systems for Single F it Residences and will CHECKED 6Y MJR. r V Pale Ruat Or—Flno Silty Sarno sue,Sands.Musa with ran Clean Same S6CTI0N A-A VIEW / y n9_ Y " " ' OF PROPERTY Size Surds with Trace Flne'ta Small tSaveL(Sill) - - •Aeea..c•nrm— 1 abide by the coed'. ns set forth therin and the SCALE. _ 1 w-50' 4•c'�M permit to cons 4' B• Light Runt arose Fare same sea Send.with 7'roea-57b mroognad.rBt - O� \ p - --.- Trom Fine to Sniwil Gravel(SP) llfdil idd Min sap.1/4'Pa Ft��—� AREA 1.65 ACRES s e' Light Rat tBrown and Wei Brown Fine to Medum into s4e sands with p� SQ.FT. SITUATED: PECONIC, TOWN OF SOUTHOLD Troea Fro.m small cralrL._(st1 _ GtvutaPn �ara,w W 10' tight Brown Fats to Medium Mix Site Sands with Some Fine to Small Craves. Anaaa Broamncnanoer ssa ( Aaaarctxva,u am 2�i �r To doe. DATU '(E OF SCTM: , 1000-86-7-7.4 10' 12' Light Brown Flne to Moo um Wx s zo sands.Nh rraea.tiro to small Gravel }D Prwd ( � � Taretvawtw ,'a M LM Ptttttp Sttrfaw IAhbr Fxttmtow �� J �O — 1Y it Light Brown Very Ffrrs Some Sim Sande td h Tram Fine Gravel.(SP) SPECIflGT10K5" 17' 22' Ught Brown Fle to Medium Mat Sim Sande with Trove Fine to Small Gravel. /waoaic .a /PE 1114167 (sTq xaar o aaemYama PVC/PP/PE ® Yr= con P OW On P M s— PP/PE ®• OnMna To is Yatldlwd n 1 22' 2Y EW.iar L.9 Rust Brown Flne to Medium Mlx Size Sands with Some Fine GmveL ANaB^I7/aaenNp AO kb 117 Taw FR �} PVC/PPI PE AIYRt Qgt 2Y 3Y Light Brarmr Flro to Medium 10x 5�Sande with Some Fine to SrMA Gavel. pcmacwen wasac/pY1tmm FTwYaB00 (A asa,amm Gtvodmiatv:a - 32' 37' Light Brown Fine Same Sew Sands with Trove Fie Gn—L(SP) SUMON B-B VIEW 3T 42' Light Brown Rime Same Sire Sande with Same Silts at Better S n of papn with 1. ALL OUTLETS AT SM E E EVIITMM. Trace Rho to small Gravel.(SP) Q90 39 WEST MAIN STREET Fit of Bo 49:42'Below Grade FUJKIM Ca-10 DUVL OYSTER BAY NY 11771 Gramdwator 20.4'Below Ground Surface 0 Elevation-n.GS (NOT TO SGALE) Lim 1d SCAM 9 Generated by REScheck-Web Software Compliance Certificate Project 7430 Indian Neck Lane Energy Code: 2018 IECC Location: Peconic, New York Construction Type: Single-family Project Type: New Construction Project SubType: None Conditioned Floor Area: 5,279 ft2 Glazing Area 20% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 7430 Indian Neck Lane Ron Zakary Peconic, NY 11958 ronzakary@gmail.com 06*01 pc 'UA th)og-off Compliance: 7.1%Better Than Code Maximum UA: 863 Your UA: 802 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Cont.Gross Area Assembly or Cavity • • Req. Hot Roof: Cathedral Ceiling 4,486 30.0 0.0 0.034 0.026 153 117 AGW Main:Wood Frame, 16" D.C. 3,490 29.0 0.0 0.049 0.060 121 148 Front Door: Solid Door(under 50%glazing) 28 0.350 0.320 10 9 Front Door: Solid Door(under 50%glazing) 28 0.350 0.320 10 9 Rear Door: Solid Door(under 50%glazing) 26 0.350 0.320 9 8 Rear Door: Solid Door(under 50%glazing) 26 0.350 0.320 9 8 Windows:Vinyl Frame 908 0.300 0.320 272 291 SHGC: 0.30 Gable Walls:Wood Frame, 16" D.C. 1,284 21.0 0.0 0.057 0.060 73 77 Project Title: 7430 Indian Neck Lane Report date: 06/16/25 Data filename: Page 1 of 10 d Gross Area Cavity Cont. Prop. ' I Assembly or R-Valtie ' I 1 Perimeter FDW Main: Solid Concrete or Masonry Wall height: 9.0' 3,096 0.0 14.0 0.043 0.059 131 179 Depth below grade: 9.0' Insulation depth: 9.0' Basement Door: Solid Door(under 50%glazing) 20 0.200 0.320 4 6 Windows:Vinyl Frame 34 0.300 0.320 10 11 SHGC: 0.30 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 2018 IECC requirements in REScheck Version : R�EES heck-Web and to comply with the mandatory requirements listed in the REScheck Inspection he list. ame Titl ignature Datk Pro]ectTitle: 7430 Indian Neck Lane Report date: 06/16/25 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web CISJ( Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section . Plans Verified Field Verified # Pee-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and .;❑Complies 103.2 documentation demonstrate ` [--]Does Not [PR1)1 energy code compliance for the ?❑Not Observable -4 building envelope.Thermal envelope represented on ❑Not Applicable construction documents. 103.1, :Construction drawings and ;❑Complies 103.2, documentation demonstrate { ❑Does Not 403.7 j energy code compliance for t [PR3)1 ;lighting and mechanical systems. } j❑Not Observable .,Systems serving multiple 4 ❑Not Applicable ;dwelling units must demonstrate r .,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]? 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: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 7430 Indian Neck Lane Report date: 06/16/25 Data filename: Page 3 of10 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID _ 402.1.1 Conditioned basement wall R- R- ❑Complies see the Envelope assemblies [FO411 insulation R-value.Where interior R_ R_ ❑Does Not table for values. 4 insulation is used,verification '❑Not Observable i 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 [FO511 insulation installed per ❑Does Not manufacturer's instructions. } - • . ❑Not Observable ' f - ❑Not Applicable 402.2.9 Conditioned basement wall ft ft ;❑Complies ;See the Envelope Assemblies [FO611 insulation depth of burial or !❑Does Not table for values. distance from top of wall. ❑Not Observable ❑Not Applicable 303.2.1 -A protective covering is installed ( i❑Complies [F011]z, to protect exposed exterior ;❑Does Not ;insulation and extends a minimum of 6 in. below grade. ;❑Not Observable y ❑Not Applicable 403.9 ;Snow-and ice-melting system ;❑Complies [FO1212 controls installed. '❑Does Not ❑Not Observable 10Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 I Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 7430 Indian Neck Lane Report date: 06/16/25 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/ Rough-in Inspection Value Value Complies? Comments/Assumptions & Rey.117 402.1.1, Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 E❑Does Not ;table for values. [FR1]1 !❑Not Observable = ;❑Not Applicable 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, :[-]Not Observable 402.5 ❑ [FR2]1 Not Applicable 303.1.3 U-factors of fenestration products f ;❑Complies [FR4]1 ;are determined in accordance • ;❑Does Not with the NFRC test procedure or ❑Not Observable 'taken from the default table. ` i❑Not Applicable 402.4.1.1 ':Air barrier and thermal barrier `' ❑Complies [FR23]1 installed per manufacturer's �;'> ❑Does Not instructions. [. ❑Not Observable ' r ..❑Not Applicable j 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 'is listed and labeled as meeting ! ❑Does Not QV AAMA/WDMA/CSA 101/l.S.2/A440 I❑Not Observable or has infiltration rates per NFRC P 400 that do not exceed code i❑Not Applicable ;limits. 402.4.'5 IC-rated recessed lighting fixtures ;❑Complies [FR16]2 sealed at housing/interior finish ".. ❑Does Not ;and labeled to indicate <_2.0 cfm } ❑Not Observable Jeakage at 75 Pa. i,.. - I. - ` UNot Applicable 403 3 1 Supply and return ducts in attics ❑Complies [FR12]1 'insulated >= R-8 where duct is ( - ❑Does Not >= 3 inches in diameter and >= R-6 where<3 inches. Supply and`_ ,❑Not Observable return ducts in other portions of t ❑Not Applicable p ;the building insulated >= R-6 for i diameter>= 3 inches and R-4.2 "for< 3 inches in diameter. 403.3.2 !Ducts, air handlers and filter t�t ❑Complies [FR13]1 boxes are sealed with t. ;❑Does Not ;joints/seams compliant with [, 14, ;International Mechanical Code or ❑Not Observable ;International Residential Code, as' ❑Not Applicable applicable. ... 403.3.5 ;Building cavities are not used as ;❑Complies [FR15]3 ducts or plenums. t❑Does Not .,; :3❑Not Observable f: {❑Not Applicable 403.4. HVAC piping conveying fluids R- R ;❑Complies [FR17]2 'above 105 °F or chilled fluids ❑Does Not Fbelow 55 sF are insulated to >_R- i❑Not Observable 3. ❑Not Applicable 403.4.1 !Protection of insulation on HVAC ;❑Complies [FR24]1 piping. i❑Does Not [ . lei I []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 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 7430 Indian Neck Lane Report date: 06/16/25 Data filename: Page 5 of10 Section Rl ms Verified Field Verified # Framing/ Rough-in Inspection Value Value Complies? Comments/Assumptions & Req.ID _ 403.6 ;Automatic or gravity dampers are; ,❑Complies [FR19]2 installed on all outdoor air '❑Does Not intakes and exhausts. '[:]Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title; 7430 Indian Neck Lane Report date: 06/16/25 Data filename: Page 6 of10 Section Plans Verified Field Verified #f Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 ;All installed insulation is labeled I ❑Complies [I1\11V or the installed R-values ' ❑Does Not provided. ❑Not Observable } '❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a. R- ; R- ;❑Complies See the Envelope Assemblies 402.2.5, 'mass wall with at least 112 of the ❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass ❑ Mass tlNot Observable [IN3]1 ;exterior,the exterior insulation requirement applies(FR10). ❑ Steel ❑ Steel j❑Not Applicable 303.2 'Wall insulation is installed per }. ;.t ;❑Complies [IN4)1 manufacturer's instructions. ❑Does Not ❑Not Observable i l Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 7430 Indian Neck Lane Report date: 06/16/25 Data filename: Page 7 of10 Section Plans Verified Field Verified & Req.ID _ _ 402.1.1, 'Ceiling insulation R-value. R- R- '❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood C❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel j❑Not Observable i 402.2.E ;❑Not Applicable [Fill' 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. a ❑Does Not [F121' Blown insulation marked every s 300 ft2. - ❑Not Observable ❑Not Applicable 4Q2 2 3 Vented attics with air permeable t❑Complies [F-122]z 'insulation include baffle adjacent ( ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable i ( '❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies [F13]' insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [FI17]' 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 [F127]' determine air leakage with ft2 ft2 ❑Does Not , either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ,❑Not Applicable w.g. across the system including j the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total .leakage measured with a pressure differential of 0.1 inch �w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 "Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies [F14]' cfm/100 ft2 across the system or ftz ft2 ❑Does Not <=3 cfm/100 ft2 without air I handler @ 25 Pa. For rough-in i ❑Not Observable 'tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies [F124]' !by manufacturer at<=2% of ❑Does Not ;design airflow. ❑Not Observable ❑Not Applicable 403 1 1 :Programmable thermostats ❑Complies {F19]z 'installed for control of primary ; , ❑Does Not heating and cooling systems and ?, initially set by manufacturer to ; 5❑Not Observable code specifications. , :❑Not Applicable 403:1,2 ;Heat pump thermostat installed 7 ❑Complies [FI10]2 ''on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11F 'systems have automatic or a ❑Does Not ;accessible manual controls. I i. 'E]Not Observable # .❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 7430 Indian Neck Lane Report date: 06/16/25 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Recl.1D 403.6.1 All mechanical ventilation system i ❑Complies [FI25]2 fans not part of tested and listed %❑Does Not HVAC equipment meet efficacy r° and air flow limits per Table i❑Not Observable R403.6.1. 4EINot Applicable 403.2 Hot water boilers supplying heat i <❑Complies [FI26]7 'through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water []Not Observable temperature based on outdoor @.: ;-• = ❑Not Applicable 'temperature. i 403 5 1 1 Heated water circulation systems ❑Complies [F128]z !have a circulation pump.The ❑Does Not ;system return pipe is a dedicated • ,❑Not Observable return pipe or a cold water supplyf. pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system 66 pumps start the pump with signal{ :for hot water demand within the . occupancy. Controls s `automatically turn off the pump f when water is in circulation loop - is at set-point temperature and no demand for hot water exists. 403.5.1:2,;Electric heat trace systems �. •OComplies [FI29]z +comply with IEEE 515.1 or UL UDoes Not 515. Controls automatically ❑Not Observable adjust the energy input to the heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. y i 403.5.2 Demand recirculation water }_ ?❑Complies [FI30]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable ,water entering the cold water t []Not Applicable ',piping to <= 1042F. S 403.5.4 ,Drain water heat recovery units ❑Complies [931]z '.itested in accordance with CSA ❑Does Not ,B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one 3. or two showers. Potable water- ;side pressure loss of drain water ;heat recovery units< 2 psi for } 1 individual units connected to I :three or more showers, f_ 404.1 90%or more of permanent ';❑Complies [F16]i fixtures have high efficacy lamps.I - E❑Does Not '❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [1`I23]3, I no continuous pilot light. ;❑Does Not :? :[:]Not Observable ❑Not Applicable I 401.3 Compliance certificate posted. i❑Complies [F[7]2 �.❑Does Not I ❑Not Observable _ _ - '❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 JLow Impact(Tier 3) Project Title: 7430 Indian Neck Lane Report date: 06/16/25 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final inspection Provisions, Value Value Complies? Comments/Assumptions & Req.l® 303.3 Manufacturer manuals for " ❑Complies [FI18]3 mechanical and water heating r: ❑Does Not ;systems have been provided. i ❑Not Observable { ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 7430 Indian Neck Lane Report date: 06/16/25 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Above-Grade Wall 29.00 Below-Grade Wall 14.00 Floor 0.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Gists & D. . Window 0.30 0.30 Door 0.35 Coolingfc Heating System: Cooling System: Water Heater: Name: Date: Comments _ 10.00' Ronald Zakar ZONING DATA. b / / �,, �1 EXISTING AVERAGE RZ architecture & desl JURISDICTION: TOWN OF SOUTHHOLD GROSS FLOOR AREA CALCULATION: \ �� .� ti 1 O '` g n GRADE CALCULATIONS COVERED PORCH: �' ,�1 - : --- - ��;. A 20.50'x 19.50' = 399.75 SF '� ' - ; ----- - --- SECTION: 86 BLOCK: 7 LOT: 7.4 ZONE: R-80 ALLOWABLE: - 11 Stewart Avenue � - � �-- -* �___ � =�==�- '; 157 187 190 17.5 Huntington, NY 11743 B 14.54'x 2.50' 36.35 SF ` _ µ "� LOT AREA= 72,086.7 SF -40,000.0 SF = 32,086.7 SF o = \ j / = 16.3 19.0 18.2 17.3 o C 2.92'x 2.42' 7.02 SF f�j =F ��-�----_�'- - �°' --J� 16.3 19.0 18.2 17.1 Tel. 516-922-5680 a o D 4.42'x 2.04' = 9.01 SF / ?-- ' ~ - ___ 16.5 19.3 18.3 17.9 LOT INFORMATION: REQUIRED PROPOSED 32,086.7 SF x 5.0% = 1,604.34 SF O M -__-_-_ h RonZakary@gmail.com TOTAL = 452.13 SF O "� \ W W___- _ - -- �O 16.5 19.5 18.4 17.8 ,t 1,604.34 SF + 5,100.0 SF = 6,704.34 SF (max GFA) - r - „-- - w LOT AREA 80,000 SF 72,086.7 SF � ��. �0 = == -- ', o,`° 4�', , - ,... _ 16.3 19.6 18,5 17.5 FIRST FLOOR: -- - 16.6 19.7 18.8 17.3 _�z_ _U-_____-- _ PROPOSED GFA: - ------------------- LOT WIDTH 175.0 FT 338.88 FT _ 26.00' E 1.1T x 14.54' = 17.01 SF DEL I _________________ -- 17.0 20.0 19.0 17.0 Project Title: F 4.92'x 1.92' = 9.44 SF '' 17.2 20.1 18.9 16.8 GARAGE - 901.46 SF / ; - 17.4 20.0 186 1s.7 `r 22 75' Z G 10.00 x 3.00 = 30.00 SF h , PROPOSED NEW DWELLING: FIRST FLOOR = 4,694.40 SF H 4.92'x 1.92' = 9.44 SF 5.00 12.38 '� 17.7 19.9 18.4 16.5 19.50 18.0 19.6 18.0 16.2 FINISHED SECOND FLOOR = 292.30 SFDART 6.58'x 1.50 = 9.87 SF oo O \ `` 18.3 19.5 17.9 16.0 ZONING REGULATIONS: REQUIRED PROPOSED TOTAL = 5,888.16 SF J 19.83'x 3.42' 67.81 SF -- ! - --= -- 18.4 19.3 17.7 15.8 °° �O' '� O Q R K 10.00'x 1.08' _ 10.8 SF © o '� j - �� \ 18.5 RESIDENCE p + 35'-0" L 35.83 x 21.04' 753.86 SF - BUILDING HEIGHT from avg.grade 29'-0„ TOTAL PROPOSED 5,888.16 SF < 6,704.34 SF ALLOWABLE C D §5.79' P 10.00' �,� -'; O 1,025/57=18.0 M 7.00 x 3.67' = 25.69 SF I f 7430 INDIAN NECK LANE 1 � i� 3 F I? N ® - - 9.83' _ M - N 25.79'x 2.42' = 62.41 SF �o� _, �O 0 EXISTING AVERAGE FRONT YARD SETBACK 60'-0" 60'-1" � 20.41' 12.38 _ 0 43.92'x 34.46' =1,513.48 SF _ 1 �/ GRADE=18.0 PECONIC, NEW PORK 11958 S Lq P 20.41 x 2.42' = 49.39 SF O - �O� O O �\� �O -- -� - � IN.N., i Q 12.38x4.29 = 53.11SF 1 Ronald REAR YARD SETBACK 75'.p" 76'-5" LOT COVERAGE CALCULATION: 14.54 - ni nn'�❑,�1 E "' 7.0 ' CO 7.46' R 10.00'x 1.08' = 10.8 SF 5,92' � rhOO � �� O� Za ka ry AGGREGATE SIDE YARD , „ 1„ S 12.50'x 7.46' = 93.25 SF \ o �� A' 45.0 141 .E LOT AREAALLOWAB=72 086.7 SF x 20% - 14 417.34 SF '� _1,338.08 SF FINISHED SECOND FLOOR: -,�� 1 J C'_ -- SETBACK 2 F T 41.92 x 31.92 - O __ - I„ , - _ U 6.50'x 1.50 - 9.75 SF \0 ' SIDE YARD SETBACK 20'-0" MIN. c1 9 2(east) G 9 A 17.0 x 5 2. = 41.45 SF rn V 20.88'x 2.42' = 50.52 SF g 17.08 x 12.38' = 211.45 SF ) N © W 21.58'x 17.92' = 386.71 SF C 5.92'x 6.58' = 38.95 SF _ / j ti. K PROPOSED LOT COVERAGE: .001 � O x 15.00'x 2.00' = 30.00 SF - ----------- GROSS FLOOR AREA 6,704.34 SF 5,888.16 SF GARAGE = 901.46 SF H L T o Y 16.58'x 9.83' = 162.98 SF TOTAL = 292.30 SF } ��? �y0 � �� CIR 21.58 FIRST FLOOR - 4,694.40 SF O M o TOTAL 4,694.4 SF rf �O \ LOT COVERAGE 14,417.34 SF 7,243.19 SF COVERED REAR PORCH = 452.13 SF 1.9 15.n0 FRONT LANDING = 141.30 SF X GARAGE: Z 22.75'x 4.46' = 101.46 SF - ��_� '______„_ ' REAR TERRACE = 971.00 SF a 30.00'x 26.00' = 780.0 SF Q 0 SIDE STOOP = 82.90 SF - 31.92' b 10.00'x 2.00' = 20.o SF 7 0 21.04 34.46 � N TOTAL = 901.46 SF � L - TOTAL = 7,243.19 SF I - � / _ .___-r;_---- _ �! PROPOSED GROSS SF. EXISTING PROPOSED 6 58' 19 83� - U 6.5 V g N F TOTAL PROPOSED 7,243.19 SF< 14,417.34 SF ALLOWABLE 10.0 ATTACHED GARAGE - 901.46 SF i K �O FIRST FLOOR - 4,694.4 SF Revisions A SQUARE FOOTAGE DIAGRAMS B EXISTING AVERAGE GRADE CALCULATIONS No. Date Description FINISHED SECOND FLOOR - 292.3 SF 1 06-19-25 100%C.D.'s COVERED REAR PORCH - 452.13 SF P 0S% 1 R` Edge O / ' ' �'`\ SURVEYOR/ CIVIL ENGINEER: _ - �� NORTHCOAST CIVIL ' 0�/, \ 39 WEST MAIN STREET � OYSTER BAY, NY 11771 ' \ �� _ PHONE #: 516-922-3031 STRUCTURAL CONSULTANT: IN\+ 17.3 BUCHNER ENGINEERING 33 FLYING POINT ROAD SUITE 208 \\` `\ \ \\` `\ SOUTHAMPTON NY 11968 �� '�� N, \ 1. PHONE#: 631-260-0840 ' °Q 1. ° , - NN NN ENERGY CONSULTANT: Q� , - \ r P° ` HOME ENERGY SOLUTIONS, INC. J o \ h �'�� \1 187 E. MAIN STREET d m / \ �J� \ HUNTINGTON, NY 11743 11 NN PHONE#: 631.673-0664 N INTERIOR DESIGNER: / p \ \ \ \. DISALVO INTERIORS \ ` \ \-% - 247 SCHENCK AVENUE a' ----------- ---- I I-- -- ---- ---- --------- ----- GE S� L \ �\% WESTBURY, NY 11590 / I N. \ --- - ------ F.F.E.+19.o w W_m � ( \ \ �' y PHONE#: 516-873-6011 ' - _ _ \ _____________ i ! ;I i 1,000 GALLON .\ O • PROPANE TANKS 1 \ \\ NN DIMSW L_ \ 41 i �+ 3 U ` \ \ C n p �+ / BIL ;; ----- - --- 32 ------- - -- / ' APPROVED�S DOTED Y OR �'` \ C �� OLiCUt-�I1Ili 20. \ `/' -�� \ ` D00 / / DATE• a�e.p;� USE IS UNLAWFUL NN - I, - ---- � sg� s BY WITHOUT CERTIFICATE \ / NOTIFY BUILDING DEPARTMENTAT , / \ A/C UNITS o c �+ \ \ °';; / ' 5-1802 8AM TO 4PM O r O C C U \ ❑��0❑ COVERED PORCH 'I FOR THE � �Y � \ \ ❑ w � FO«LOWING INSPECTIONS: F:F.E 9.0 \ LLB. TERRACE Q /� 1• UNDATION-TWOREpUIRED / ' �` •' -::� \ I -�_=======-=====_==_= I P`` / POURED CON / �'"Dld. 1�. 3� �'^ �� F.F.E.+19.0 �O CONCRETE ra n l .-t -----J ' �' i ii�"v»vrl�a�a,f`i�Jd i"�'e�M��t�'*:a�`�i��°r \ \ - ---- - ---- 2• H-FRAMING&PLUMBINQ \ \ CRgV I��\ n , -R 1- �,. F� Rl� I E 1 I''�� C 3. IN� O,'VI�tiPI.Y dil -t�'� 4. FIN NEVV YORK ST' &TO %741 CODES �� ' \% \ \ EINq y �� I��NSTAUCTION MUST - t�1105 Ccad�, I*N\ \ __------3 / V sT �G l A 8E C FOR C.O. AS REQUIR �.�ND CONDMONS OF gIfi/ M. LL CON ON SHALL-MEET THE •�•• ••«.� \\ \ \ \ 2 CAR GARAGE YEQUIREMEIV7`5(jF7HECppE30FNEw c \ ,'Jr}i'JIDTO ORK STATE NO'f RESPONSIBLE: FOR / COMM. ;°� I� o ---_ \ --1r.1�.E.+19.0 �- / ' 2 DESIGN oR I \ ` - �11z DNS CTONERRORS v10_ �I?�1St T!Cc tnfen!Ventilation \ \ _;._______-.,_----------- NI / e 1�h411be required ___ -- m O Pi.l.S.Ld4V / t � per ITY'S Energy Code � \ aJ �. �--- 3 Ut�TI!SURVEIL ------ `_________. --- 0='1 OLNDATV1 LOCATI �IN. HAS SEEN APPROVE. > ...ter....� QtlrRec \ / PLUMBER 98ER CERTIFICATION ON LEAD CONTENT BEFORE � / E� \ \ � PARKING AREA � / ' � AtI exterior fighting Drawing Title: RErsu STORM WATER RUNOFF CERTIFICATE OF OCCUPANCY installed,replaced or \ / SOLDER USED IN WATER re aired shall conform \ \ \ / ,1' NT TO CHAPTER 236 SUPPLY SYSTEM CANNOT P to Chapter 172 PROPOSED SITE � r0 � \ \ OF THE IOWN CODE r ,,�, IN. O \ A .1 `<.�EED 2/10 OF 1%LEA�\ PP , \�/\ �a �o�o �� / / '� D. of the Town Code v PLAN \v`P Q� PLUMBING Must provide Manuals � wrt o, ``\ ALL PLUMBING WASTE Jn ,�s ZONING ANALYSIS / � � P P E :, "and s per (�, "0 � ��.�� ,� � � &WATER LINE!; !,,::- \ ' NYS Code � ESTI"a a BEF NYS Energy Code \ / TRUSS PLACARDING REQUIRED Scale,: Scale: \ ' end ductt7or AS NOTED testing;required. Date: / JUNE 19, 2025 \ / - GROUND WIND SEISMIC SUBJECT TO DAMAGE FROIM: WINTER ICE SHIELD / SUFFOLK COUNTY UNDERLAY- FLOOD \ SNOW DESIGN FROST LINE DESIGN g \ LOAD ) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT Drawing Number: \ / SPEED MPH HAZARDS REQUIRED SITE PLAN ' 20# 130 MPH C SEVERE 3 FEET MODERATE/' SLIGHT I 13 YES N/A 1 HEAV'EY MODERATE zN \\ Q i 26'-0" ^� 8'-0" 10'-0" 8'-0" Ronald Zakar I 4 0 RZ architecture & design CV CV 11 Stewart Avenue Huntington, NY 11743 Tel. 516-922-5680 RonZakary@gmail.com 3'-O"MIN. LIGHT WEIGHT HINGED METAL GRATE FINISHEDT I PER 2015 IRC SECTION R-310A FIRST FLOOR 2"BLUE STONE CAP-NOTCH @METAL GRATE Project Title: GRADE PROPOSED NEW DWELLING: PROVIDE STUCCO VENEER ON 3 DART EXPOSED SURFACES AT EGRESS , 2 ENCE WELL l� I TYPICAL WATER PROOFING A-8 TYPICAL BASEMENT EGRESS WELL- M 7430 INDIAN NECK LANE, 0 4�#5_ —_ _ 12 REINFORCED CONCRETE WALLS PECONIC, NEW YORK 11958 @ OPENING S s o W/#4 12"O.C.EACH WAY z @ 0 Ronald Zakary v SEE WINDOW—, WELL AREA MIN.9SF PER R310.2(MIN) z SCHEDULE FOR o ROUGH OPENINGS PERMANENTLY INSTALLED UNEXCAVATED w TOP EDGE 0 STEEL LADDER M 95%COMPACTED FILL `V �tzED A�C' f � WINDOW 6"DRAIN WITH COVER CONNECT DRAIN TO DRYWELL 3#5 0_ _ MIN 12"GRAVEL-TOP=6" " E{�W WINS 4 x oN,1. #5 DOWELS @ 12"OC •+9 O s— BASMENT i TO DRYWELL 12"X 24"FOOTING r, z ., 4 �-��. 07 C� 3#5 g 2#5 ��, PERIMETER DRAIN TILE Revisions TYPICAL EGRESS WINDOW WELL No. Date Description A NTS 1 06-19-25 100%C.D.'s M �LN SIN V' if 2-0" 7' 9'-10" 12'4" 4'-1" '-1" 1'-5" 19'-6" 2'-11" 3'22" 25'-92" 3'-82 1'-0' 9'-10" 9'-T 4'-11" 10'-0" 4'-11" 10 1 r UNEXCAVATED M A_$ 95%COMPACTED FILL I I I PROVIDE 2"(R-10 RIGID jNSULATIO FROM DOOR SADDLE TO!Z BELOW UNEXCAVATED GRADE.PROVIDEG�STUCO FINISH WI LEAD COATED C PPER AP _ ! N j 95%COMPACTED FILL - �IN U_ CV N N FO + 0 U v > du 1(1 n G) _ I I ILCO DOORS 0 00 N �{ 08 P i 0 0 U 1 A-9 w 0 m a 0 0 3'-3" UNFINISHED BASEMENT z z UNFINISHED BASEMENT FLOOR:SEALED CONCRETE i�: � 001 SIN o O N FLOOR:SEALED CONCRETE 00 001 TO DRY WELL 04 0 1 V-51„ 10'41, 2 2 2 8'-10" 8'-8" 14'-2" 7'-0" bN ——————— LO I ! EFER TO STRUCTURAL PLANS FOR FLOOR:EPDXY ALL CONCRETE SPEC'S&HEIGHTS `D WALLS:PAINT j 03 ——————— LL SHELVES 06 MECHANICAL RO F OOR:EPDXY - aWALLS:PAINT I ELEVATOR _ ---DROP SLAB 12"AT q j 02 STORAGE > N FLOOR:EPDXY ELEVATOR SHAFT w WALLS:PAINT i "' o 26'-0" 24'OZ" 2 6-52., ELEVATOR 5'52., � 20'-0" a j EQUIP. t , 0 0 - o 0 � Drawing Title: SHELVES VESTIBULE EO Li 0 0 NN FLOOR:TILE WALLS:PAINT 002 001 BOILER UP BASEMENT PLAN TYPE"X"8"GYPSUM BOARD TO DRY WELL M1-� 2 WALLS AND CEILING J A_9 MECHANICAL ROOM m 4'-1" EGRESS WINDOW 9EET WAGCFLOOR:EPDXYWELL DETAIL WALLS:PAINTq T L — - - - � HVAC ATE TORA HVAC M UNEXCAVATED Scale: AS NOTED M 95%COMPACTED FILL LO TO SEPTIC SYSTEM DESIGNED _ Date: BY NORTHCOAST CIVIL �I ! JUNE 19, 2025 I BASEMENT PLAN j - - - - - - - - - - - - - - - - - - - - - - - - - - Drawing Number: I 1 LL MTEPS M CHEEK WALL 1 " = 11.011 - - - - - - - - - - - - - - - - - - - - - - - - - I " 11'-01, 20'-101" 6'-7" 4'-11" 10'-0" 4'-11' 29-1 2 2 6-7" 15' i 8'-0" 10'-0" 84" 15'-5" 8'-01, II, 5'-0" 715'-0" 8'-01, Ronald Zakary 7:r- _ _ _ _ _ 1 0 RZ architecture & design CN CV — L ,', 117 117 117 i L - 11 Stewart Avenue I Huntington, NY 11743 Tel. 516-922-5680 LOLF CART — — _ _ _ J RonZakary@gmail.com co - - - -- - - - - - - - - - - - - - - - - - Project Title: PROPOSED NEW DWELLING: DAR11s I I I T I I A-8 RESIDENCE CE 7430 INDIAN NECK LANE, FORD F-150 I PECONIC, NEW YORK 11958 - - - - - - - - - - - - - - -I- - - - - - - - - � � I 130 Ronald Zakary L - - - - - - - - - - - o PITCH SLAB g'PER FOOT o 0 I N I 11s N 2CAR-GARAGE _ _ _ _ - - _ _ _ — _ M o � � DAR�f/ co -I FLOOR:EPDXY (�` QK ��L � WALLS:PAINTzo CEILING HEIGHT=9'-0" TOP OF SLAB L.P. 0 �." ELEV.+18 9 � to 116 I v I t�"�jN I I I I I I I 130 1 - Revisions No. Date Description TYPE"X"8'GYPSUM BOARD o TOP OF SLAB(H.P.) WALLS AND CEILING IN GARAGE 06-19-25 100(o C.D.s ELEV.+19'-0" I I I I I I o , 29 N .� L 2,_0„ 5'-52„ ( I I I 2,_6, UP 4 92n 1.3" I I I �N I I N - - - - - � 7,7 1 - - - - - - - - - - - - - - - - - - NATHEDRAL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N CEILING TOP OF SLAB - - - - i - - - - - - - - - - - I ELEV.+1�J'-6" co 15-6 1-1 11" 2'- „ 4'O2 4'-114° 15'-0" 4' 114" 4'-62" 11-011 04, 10, 2'-4" 2'-2" 10'-0" 4'-6" n „ SIN 1n 1n 4'-113" 4'-113„ I „ 1 7n 5, „ 11-" 5 2- 2-2- n n 2-04 2-04 4 T-6 T-6" 4 EQ. EQ. 1 0' / 96- 2 8 8 4-6" 5-0" 5-0 4-6 M 10 it N - - - I `-'' II, A-8 27 I 127 SIN II I I I I I I I i II 11 !I I i ' � I 'I I 113 113 113 BREEZEWAY FLOOR:ITILE j COVERED PORCH I PAINT N I I FLOOR:BLUESTONE i I - 115 - - 115_ - 115 - _ 115 _ - - - 115 PL TE HE -9'-6" - WINDOW SEAT , L - - _ _ _ _ L - - 114 - IN _ - 114 tdY`' PL.HT.=9'-0" — —o — — L.HT.=9'0' PL. 10'-0" 131 I n 11 ' jb N MUD ROOM WINDOW SEAT POWDE JA� h "N PANTRY D FRE- REF Z BROOM CL. FLOOR:WOOD SHELVES FL R:TIL, / Z P71 `D - WALLS:PAINT I I WALL HT_ 112 26 DN CLG.HT.=10'-0" dN 1 1 T-71" 4'-01 n 6 G' 4'-61„ Co 4,_51 18'-61" 6'-7 " 1'-6" -0" 11" I 2 2 3'-5" 4'-6" '� 24'-6" ,o 2 10'-6" 2 2 2 2 T-6" __ 24 24 T T__1 I 1-T_T-IT T T-i ILCO DOORS - - J - - - - - - - � � BEDROOM 2 - - -� L - - - - ❑ © WASHER/ FLOOR:WOOD I I I I I I I I I I 4'-0" LAUNDRY ROOM 12 M I PL.HT.=10'-0" w i o COAT CLOSET COAT LOSET �� . d n 1 ISLAND r N HALLWAY - - FLOOR:TILE U`Y R WALLS:PAINT I I I I I I I I b PL.HT.=9-6 I I I I I I y o FLOOR:WOOD CEILING HEIGHT=10'-0" LJ WALLS:PAINT N CLGLHT.P 0-0" FL OR DRAIN I I I I I 1 I M S AINT F PRIMING 109 109 V_ "PL. w SELF PRIMING o CLG.HT=10-0 L - - - - - SHO ER I FLOOR DRAIN �, I AUNDRY CABINETS ��_I -^i -) % �100 QIV - - - IN �� , - - BY OTHERS UNDRY RM ��w:� �}Q -®.J TEMPERED GLASS L.HT.=8'-6" WALLS: ONE FLOOR:TILE - I ( FLOOR:WOOD SHOWER ENCLOSURE WALLS:PAINT Y I WALLS:PAINT CO CO i w r—IN " = " r�'Ilz �I CEILING HEIGHT=10'-TZ I 1„ I 1 " 1 s,53n 6'-53n4'61" 125 n n 1nMm 2'-3" I CLG.HT.-10-0 �' n N 4-5- 9-5- 4-7- n 6 m 8'-1" `D 7-5Z I 7 0 4 6 4 12-0' 4 2 10'-6 9 11 2 2 2 I 15'-0 I PL.HT.=1 V-T- I o - - - - - - -- - i °° BATHROOM II W K-IN CLOSET . 121 120 � �� I 11 FLOOR:TILE - FLOOR:WOOD cD WALLS: ILE f r - - - - ORMER PL. _ 164 I KITCHEN/DINING AREA Z O7 ALLS:PAINT - - - _ - - HT.=1 V-0" TEMPERED GLASS I ❑ a M 5 FIXED SHELVES = 119 CE ING HEIGH =10 BENCH I "' o SHOWER ENCLOSURE - FLOOR:WOOD OF KITCHEN WINDOWS= REF ❑ �, DRESSING ROOM WALLS:PAINT OF ISLAND= FLOOR:WOOD CEILING HEIGHT=13'0" I I L.HT.=8'-6" MASTER BATHROOM ff WALLS:PAINT I OF ARCHWAY HALLWAY 18 HALLWAY us o �100, FLOOR:STONE CEILI G HEIGHT=10' ANTE-CHAMBER o - FLOOR:WOOD FLOOR:WOOD ao O —�(!lr— N N N , WALLS:PAINT I z FLOOR:WOOD ! `' WALLS:PAINT WALLS:PAINT I "' r 101 TOP OF FIRST HIGH CEILING HEIGHT=11'-9" �_ � i WALLS:PAINT i I CEILING HEIGHT=10'-0" CEILING HEIGHT=10'-0" 101 _ FLOOR SUBFLOOR CEILING HEIGHT=10'-0" N z ; o = � I ELEV.+19'-6" � � 113 114 116 17 I CLG.PROFILE I `n 1, 1 -112' 7-72n 11'-6" T 52" -54n 16'-On 4'-54n " 6'S1„ 5,_501 2" 8,_8„ 8'3" 9'-8" 15'-0" W LK-IN CLOSETfil THRO #3 ! I f _ ISLAND I STOR GE BEDROOM#3 zo FLOOR:WOOD � FLOOR:TIL PL.HT.=11'-9"- ❑ POWDER RM �, FLOOR:WOOD WALLS:PAINT "' WALLS:2 T LE FLOOR:WOOD a 1111 FLOOR:STONE ;r, 115 CLGLHT. 10'0" - LG.HT.=1 ` 1 WALLS:PAINT I 00 _ 11 - - — — WALLS: STONE M LINEN I HIGH CLG,HT.=14'2" HORMEROPL. - - - - - - - - - C HEIGHT=10'-0" ' _ _ _ _ n T FLOOR:WOOD _ _ _ _ - SIN 61 2 6 5'-0' 6 5-0" 6 5 0 6 ALLS:PAINT r 108 L.HT.=T-6', 08 - - - n 5-0 n n " _ M CD I I , CEILING HEIGHT=10'-0" - I p' N L m I S „p,� L.HT. - - - - - - - - - - - - - - - - M v � „ i ,_ 1„ ,_ 1 n I 1, n � I _n q-j ��5vtkv 20'-01„ 109 `11 109 PL. II II PL.HT.=8-0 25 6-2 2 1 2 - 2 J - 4 0 2- 1 5-0 2 0; 10 - - - � - - - - - - - - - - - M "N OORD.W/F - - - - - - - - - - o �? ELEVATOR y 1 (REPLACE MFG HAN RAIL TO COD 112 107 DORMER PL. L w � FAMILY ROOM 1 _ I � AISEDSTO�IEHEARTH ( o - �L�IIu!1' HT.=11'-6" FLOOR:WOOD " t v _ _ IIII;II OFFICE �> Lu WALLS:PAINT � FLOOR:WOOD � - , CEILING HEIGHT=11'6" 111 " WALLS:PAINT " Q N Drawing Title: o MASTER BEDROOM --PREFAB GAS,FIREPLACE ! ❑ W pas- 1- ' CEILING HEIGHT=10'-0' o ,N FLOOR:WOOD 1 - INSTALL PEER MFG I L - - - - - - - - - _ `t' WALLS:PAINT � � � -J HALL 1107 PL.HT.=8'4' °' " - - - 1 F- - - - - - i F- - - - - - � - - - - - FLOOR:WOOD HIGH CEILING HEIGHT=12 0 En CLG.PROFILE z I WALLS:PAINT CD DORMER PL. N CEILING HEIGHT=10'-0" 1p FIRST FLOOR PLAN 04 HT.=11'-6" —L — — — m I MIS LL- ti 2 LU a 109 o 109 r1N 9-4 P BID _J �w — J - - - - - - L.HT.=12'-0" \ �N- - o � 09 - - - — n .nn 109 - - - - � a ��N ois — / .� - - — - - — — - Lr.,�,cL-P ,, co 106 L.HT.=9'-4" PL.HT.=9'-4' PL. HT.,-8-0 L.HT.=12'-0" 05 L.HT. 1 V-6 L.HT. 11 6 107 107 107 107 107 Scale: -� - - — � - -1 T - - - - — — — — — — — - — — — — — — — — — -- - — -- - - - - - - -' - - - - - - — - - - - - - -! ( AS NOTED 103 103 WINDOW SEAT- \ `" BY OTHERS LANDING -- - -- - 104 �� N 104 28'8"x 5'-0" o Date JUNE 19, 2025 105 105 105 I i I I I Drawing Number: ! I FLOOR PLAN FIRST 0 1n 1n 3n 3., 1n _ 1n , L, 1 n it _ i - 4 3-4- 3-7- 2'-3" 2'-3" 5'-0" 5'-0" 2'-3" 2'-3" 4 62 S'-6" 5'-6" 5'-6" 5�_6n 2' 112 2 54 3'-3n 3'_3" 2'54 10'04 10 04 2'-0" 5'-0" T-6" T-6" 2'-0" 2'-6" 2'-6" : 2�_5_n „ 2'-5-„ I 20'-0-„ � n 1-6 V-6' 2 7-0 2 4'-6" 10'-0" 4'-6" 29'-6" 4 6'-6 4 2 7-0 15'-0" T-0" j 112'-0" T-0" �, 1 1" 1'-72" 4'-11" 12'-11" 4'-11" 1'-72 1-72" 4'-11" 6'-52" 6'-52" 4'-11" 1'-72" Ronald Zaka r F o o �,-� RZ architecture & design I ( I 206 206 I I 1 11 Stewart Avenue n - - - - - -- - - - - - - - - - _ Huntington, NY 11743 - - - - - - Tel. 516-922-5680 I I I RonZakary@gmail.com II I I II LJ l NEE WALLS Project Title: ~ I I PL.HT.=7'-O" PROPOSED NEW DWELLING: Li I I T _ J~"---DORMER PL. III I I DORMER PL. RESIDENCE 205 HT.=7'-9 ° I HT.=7`9 U 205 7430 INDIAN NECK LANE, F1 PECONIC, NEW YORK 11958 II II II `� II II it 2d5 205 Ronald Zakary L UNFINISHED ATTIC/ STORAGE ,,��F►�D '�R� � I ' II Li � 2 5 205 �CI I II 205 ( 205 © 73a 0 NEE WALLS nPL.HT.=7'-O" I I I 11-72 4'-11" 12'-11" 4'-11" 1'-72' Revisions %o l No. Date Description l o 04 I 1 06-19-25 100%C.D.'s _ II I II I � — I � I � I ILi II I I II I I LL =r=== — ______ �I I I I II L I �L u I F- J 0 0 (uu <J i 3'-8" 11'-0° 4'4" loe 0 0 T-8" 5'-10" 5'-2" 4'-4" I I - - - - r I� 7-17I �- - I - - - - J - - - - - I I - - - � C - - - -1 — I I LJ � I I � III III � � -1F � I Ili II I I I I � I II II II III L� 1J C_ J Li Ll I I LL II II II n l l I I I I I I I I I I I NEE WALLS PL.HT.=6-0" - - - - - - - - - - I I I I L - - - - - J L - - - - - - I I � L - - - - - - II I I _ _ _ _ _ n I 1 u - - - - - - - - - - - - � L1 - - - - I I 24'-0 2 25'-5" l I 3'-8" I C - - - -1 o �F � I I I I I I L- - - - - — � Q I I - - - - - - - - - - - -� CD I II II II Il II II I o o II zo Z Ill I II I I � I II II II I I ll I I L - — — — — — — — —� I I — --� r-- - - Og I I I I II II I M II II I °N o I l I ATTIC ACCESS PANEL VESTIBULE I l I l FLOOR:WOOD 100 I l *�N WALLS:PAINT o I I I i i CEILING HEIGHT=9'-0" II II ll II Z — II I L1 I l l UNFINISHED ATTIC I I I L UNFINISHED ATTIC u UNFINISHED ATTIC/ I I I MAX 4" CLEARANC L - 1 STORAGE I u III n M II , I n n I 36 HIGH I I I l LI- - - - - - - - - - - - - J - E GUARDRAIL I L - - � - - - - -L - - J — � - - - - M� L - - - - -- U C-— — — — - -� ", 02 i 203 1" LI 14 201 00 j ELEVATOR MAX o & 4 r � NOTE:MAX TREAD&RISER DIFFERENCE IN i MIN MIN6-5 �d a ( I1 PL.HT.=7'-O" � II Drawing Title: II ' Li SECOND FLOOR PLAN NOTE: HANDRAIL SHALL BE UNFINISHED ATTIC PROVIDED ON AT LEAST ONE SIDE 2 to i VAXOF EACH STAIRWAY W/TWO OR LJ NEE WALLS n DORMER PL. TYPICAL STAIR MORE RISERS PL.HT.=T-0" �' - - -� - - -J x, l -- - -- -- DETAIL n — Z 202 `� 202 202 202 — ANDRAILMUSTBERETURNED I I J - - � C - - 3 C - - � C - - J C - - � � -� `L_ - - r� - - 3'-p" L Scale. MIN CLEARANCE C- ' AS NOTED GUARDRAIL DETAIL ' ' ' J Date: 201 201 I JUNE 19, 2025 TYPICAL STAIR AND GU � 7'-113" � " 2'-6�" 3'-1�" A5'-3" 4'-3" 0 4'-3" � 5'-3" 29'-6" 6'-0" 4 7'-6' 7'-6 4 2 NTS 3 Drawing Number: -11 2-6 , 3'-1 5'-3" 8'-6" 5-Y 29'-6" 6'-0" 4 15-0 4 2 SECOND FLOOR PLAN 01 ui 1 1 1/ 11.011 4 i Ronald Zakar J C� J ¢ z RZ architecture & design Q 9 � � W � �� a ROOF jLq"VTR J,Lq"VTR m > I — — — u — -7 — _ 11 Stewart Avenue I - - ,- - - - � C - - - -I - - - - �� Huntington, NY 11743 l I I l i Tel. 516-922-5680 1 I I RonZakary@gmail.com SPLAYED ROOF I I I I SPLAYED ROOF 18112 PITCH 18112 PITCH I R=16'4' i i R=16'-0° Project Title: l I I PROPOSED NEW DWELLING: DART I I I I I L II II I I I I 7 SECOND FLOOR i i LF _ -jJ' S NCE I I n 7430 INDIAN NECK LANE, r1j 1Y"II E ExT ---aIII 0 O0 PECONIC, NEW YORK 1 1958 1Y 2"1Y" 11- I1X- I_Yz" 12" 1Y^Y" �" -_- Y —Y"Y 1 7Y"1r Yn r 1Y"I Y" V JI I Ronald Zakary1 2" IOWDE� OWDER LAUNDRY 2" BATHROOM#2 I SPLAYED ROOF 10/12 10/12 SPLAYED ROOF MASKER LAUNDRY 1 - i ROMI ROOM1 ROOM — I R=19,-0„ PITCH PITCH R=19-0„ 1 BATHROOM ROOM E TI T OEXT TO 2'-6„ 11" 11° 1 11 I 12 n w pVERHANG FIRST FLOOR WZ 2 SH01 ER [170. 2" FLpN I °w 1Y" r1y2 2" P L SHO ER SHO ER 2'-6 M v d' q^ q^ y� PER q^ q^ q^ 2^ q^ 2^ CO i I MFG I CO CO I CO OVERHANG o o C3 •+ . FAI lI --, FLOOR DRAIN LI I FLOOR DRAIN WITH SELF PRIMING TRAP WI SELF PRIMING TRAP y Q d 0 �I "l q" q" L - - - - - - - - � I I I I BASEMENT SPLAYED ROOF I I I I 18112 PITCH F Revisions 1 I IR-16'-0° i 18112 PITCH i I R-16'-0" No. Date Description p TO SEPTIC SYSTEM CO z1 1 11 1 06-19-25 100%C.D.'s BY CIVIL ENGINEER q — I I L = ___ _= I LF SCHEMATIC PLUMBING RISER DIAGRAM A I It NTS I I L _ _ - -�-L - - - -- - - - - - - - - - - - - - -J III III 6 L_T P CAL - OVER ANG C -1 CJ 0 0 12/12 PITCH 12/12 PITCH SPLAYED ROOF SPLAYED ROOF R=21'-5" R=21'-5" o c J CD J Q Z 18/12 PITCH 18/12 PITCH C) w = `rmw Z _ _v = r� f I— — — —c9_ —1 N > „� III III _ _ _� C - - � T _ - - -1 � � � - -`� _ I I I I _ I I I I � - - I I I I 6, I I C _- - - - - -,_ 7 I- - - _ _ J _� - -_ II I I PICAL - - I -� L- 7 I F � L � � SPLAYEd f�00F I I CJ - - - - - - - - � 1- - - - - - - I �I I R=21'-5" I S�L 5ED ROOF 1 0 ERHANG w L I OG �� I I L J I I I I LU o I i t 18/12 PITCH 18/12 PITCH l 1 � II it i I 11 0 _ � I 11 = I N I I = -1 11 11 I I J Jo Q -.- - - - - J I t I 1 1 pG I I I a w � _ - - - - - - � - - - - - - -�1 I N I L - - � L_ - - - - J I I I I III m w n I - - - - - - - - � �'� I I I 1 - - - > SPLAYED ROOF I I I ti U ti U 4 1 I 1 1 1 1 L - - - - - - - - - - - --� I I o 1 R=21'-5" " A - - - II I - - - - - - - - - TYPIC L I I I GABLE ALL I ABLE��JD WALL I I i � � 1 � I � � J � 1811 PITCH SPLAYED OVERH HANG I I - - JL - - - - - - - - - - - - -1 - - - - - - - - - - - - - - - - - I I I o� 1 ROOF - - - - - - - - - - - - - - - I oG R=15'-0" �L L _-_ _ _ _ _ I I- - - - - - - - - - - - - - - - I I �� I I I I 18/12 PITCH 18/12 PITCH I I 0 I I - - - J - - - - - -Li - - _ - -I RIDGE a CN - - - - - - - - - - - - - LEA COATED COPPER I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� n 1 1- - - - - LJ N . I CRI KET 1 1 I I SPLAYED ROOF 1 1 18/12 PITCH 1 R=21'-5" U I c II I II = I I I I o� 18112 PITCH I I I I KEMPER FLAT ROOF j 1 I l9 l J�� L 18/12 N I I \V �y PITCH I I I I I l L -- - 1 I I I I I I I 1 ! I I I I I I 1 1 I I (D SPLAYED - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I 1 1 I I I ROOF - - - - - -n I I r - - - - - - - - - - - - - - - - - - - - - - J R=15-0 SPLAYED ROOF-_ 1 - - - - - � -� = - - - - I I o y R=21'-5" _�� - - I � � I I I I I Li - - - - - I � � J I I I I LEAD COATED 00 a C- L _ SPLAYED ROOF SPLAYED ROOF SPLAYED ROOF I I I I COPPER CRICKET MAIN RIDGE 1 R=21'-5" R=21'-5" I I I R=32-6 AX\ 1 = I I I I I I I � II II II 1 J - FRAMED CHIMENY00 c I I I I II II II Ul) I I I L - - - - - -�I o � I I l I I a I I Drawing Title: l SPLAYED ROOF I I l - -__ 2'-s" L II 6 R=21'-5° 1118/12 PITCH 18/12 PITCH I _ I TYPI AL ROOF PLAN OVERHANG F I 1N/ - j11 `V " I boo PLUMBING RISER SPLAYED ROOF 4" DIAGRAM R=32'-6" I I 1 z - r - -70 I o - o 0 0 0 1 TYPICAL _ � F_ LU o o S �L Cl) , -- Z - �N L J LU I � GABLE WALL I I 1 SPLAYED ROOF - - ] r - -- n W - z. 1 - - "'I I I w= — - -0� RHANG SPLAYED ROOF -21'-5° z R=21'-5" Scale:- AS NOTED L u, I �_ i I _T L o z Date: OVERHANG ~ J Lu w JUNE 19, 2025 � Qo c� Drawing Number: ROOF PLAN 1 4 Ronald Zakar RZ architecture & design 11 Stewart Avenue Huntington, NY 11743 Tel. 516-922-5680 RonZakary@gmail.com Project Title: �OF GABLE= OF GABLE= OF GABLE= PROPOSED NEW DWELLING: DART OF WINDOWS= OF WINDOWS= OF WINDOW= OF BAY WINDOW OF BAY WINDOW RESIDENCE CAE I �OF GABLE= 7430 INDIAN NECK LANE, OF wllvoows= PECONIC, NEW YORK 11958 OF ARCHWAY OF GABLE= Ronald Z a k a ry OF WINDOWS _ _ - 12 --� 207 / \ DAP 18 V" J , _ r t V 7 . . 12 ; — G '18 7 3 X 1 w 204 204 1 __ I ,,�° �.I III {, \•' --- -- _- { � / -- - }-- -.— z Cr -CD \\\ LL1 \ Revisions 2a — T : j ..:Q - O No. Date Description tion J%Top bf Second oor w T — — I .. ..:... i . \ 100/o C.D.s Attic a ove 1n: : 1 06-19-25 Elev.+28.55 ' : r cn II I - - -r -- ! THIS:GABLED RO OF:TO BE r I FRAMING T�' I I .� r''I• . .'. `. • •:. , i I ' RH N OPflFSUOOOR-- - UO- .: - `, .. LI I I, 1115 1115 � 1115 115 I 115 O ----- -- - -- = a I . I •. ITL- I' '' I I .....�.'. III — I w T — -- - - I — I : I - -- ---- - - 117 117 117 - — w LU 109 109 113 113 J I I - - -- - 26 — • ,I REAR ELEVATION SOUTH a Maximum Allowable Building Height IV Elev.+53.0 I ICHIMNEY POT-TO BE 1OF GABLE= SELECTED BY OWNER OF WINDOWS= OF DORMER= OF BAY WINDOW o �_ OF OFFICE WINDOWS CV Z I Proposed Buildin Height_ Elev.+47.0 LIFETIME CHARCOAL 1 ASPHALT SHINGLE ROOF I I OF GABLE= LIFET ME CHARCOAL I OF WINDOWS ASPH LT SHINGLE ROOF _ I I — _ — _ _ _ Top of Ridge - Bedroom#3 Elev.+40.05 �I 12 18 .21 g N 0 TYPICAL 6n x 24 n PRECAST PANEL it it 201 is 1 TYPICAL 6"PRECAST HEADER 201OII OII \' L i L. .0.FLAT ROOF ON ' H1 I i /. I II 2 02 202 BAY WINDOWS TYP. 202 02 I O II / I I I \ / 11 \ To Plate Dormers n To of Second Flo r -- — I t Ee . 305 (Where Applicable , i I Elev.+30.55 f t I I _ i - - -- - - d, � op P droom# � I' i; I �/f \• �'� — — T Plate Be 3 i - -- i TYP. RECAST HEADER i ! i I _ � : - _ I ; �; i � I Elev.+28.0 I w - --- - - w - ca I II CL I H I - i I I I I r : _ I: I ,o I I :i I N C O (SS _ w Drawing Title. I — I - - - i I w I I o 1 - a I � T I, ---I i-' - I I I 109 III 09 109 I 09 L AZEK P NEL 103 1 05 155 04I —- - -- _ o a .. TYPICAL STUCCO VENEER 107O10 FRONT AND REAR R ❑ I ❑ ❑ ❑ - -� -- ---- OPEN TO B =i - --- ------ _ Top of First Floor Top of First Floor lev.+19.5 PRECAST PANEL\ EYOND \ Elev, ExistingELEVATIONS Avera a rade " " • 9 - - I I TYPICAL 3"PRECAST SILL Elev.+18.0 AZEK PANELJ BRICK VENEER I I I I AZEK PANEL ON BAY BRICK VENEER WINDOW BUMP-OUT BLACK ALUMINUM CLAD WINDOWS AND DOORS Scale: AS NOTED Date: JUNE 19, 2025 Drawing Number: FRONT ELEVATION (NORTH) 0 a i i Ronald Zakar RZ architecture & design 11 Stewart Avenue Huntington, NY 11743 Tel. 516-922-5680 RonZakary@gmail.com Project Title: PROPOSED NEW DWELLING: DART OF GABLE= SI ENCE OF WINDOWS= 7430 INDIAN NECK LANE, OF BAY WINDOW PECONIC, NEW YORK 11958 I Top of Garage Ridge— — Elev.+45.97 - Ronald Z a a ry -- - - �11�: ED ARCS 'T%R 0 T$4 Off. Top Plate @ Dormer Elev.+36.84100 - — - I I _: -- - --- --- -- I� -- _ � zo5 — -------_= i . - Revisions I205 ;205 ,205 �104 - --- - ---- No. Date Description - -- 1 06-19-25 100%C.D.'s ---- Top of Attic above Garage_ Elev.+29.05 r ILI TJ -LJ U, L I 4 o s LM I - -- — ---- I 116 116 116 CID 0 0 00 101 101 ' 10 p f Firt Floor +1 Top of Garage Slab Elev.+19.0' (—,))SIDE ELEVATION EAST 4 I I OF GABLE= OF DORMER= WINDOWS LIFETIME CHARCOAL OF GARAGE DOORS 1OF ASPHALT SHINGLE ROOF Top of Garage Ridge Elev.+45.97 zw — / SIN o / //. LIFETIMIE CHARC OAL ASPHALT SHINGLE ROOF - -- -- 12 Top Plate @Dormer STANDING SEAM Elev. 36.84 ---- - - METAL ROOF j Y J 203 03 - `� n J 205 205 205 205 - - - -- ✓'� O ?- _ 7 I i I n I I III _ 7 ICI 'i I — ^ —^----- ——— -----^ II To of Second Floor p Elev.+ - L.C.C.FLAT R00 30.55 -— -_1=itf -BLED Q f E I I �� I I -- I - IN To R A G ON L PL4TE k of Attic above Gara e _ ^P _ TOP QF BF I Elev. 29.05 c� � - - Drawln Title• — I g I I I I , I a ' � ' OWNER SELEC 6 24 BRACKETS _ I wT, I I I T D VENEER STUCCO I to —J n i I I I I - - I - - I I I SIDE ELEVATIONS - I l II _ - - -- - -- I , I -Oo I Uz 7 IIi O112 iI't - ' O112 ,' I Iii Ii I II 27 I Ii Ii IIIi - -iI - - , --- - � i , AZEK PANEL 129 Top of First Floor Elev.+19.5 j I 130 - -- - I Top of Garage Slab I Elev. 19.0' Scale: _— AS NOTED Date JUNE 19, 2025 Drawing Number: SIDE ELEVATION WEST - ® t 4 i Ronald Zakar RZ architecture & design SECOND FLOOR 11 Stewart Avenue Huntington, NY 11743 Tel. 516-922-5680 RonZakary@gmail.com KITCHEN FAMILY ROOM Project Title: FUTURE RANGE BBO FIREPLACE GRILL G NERAT R PROPOSED NEW DWELLING: DART FIRST FLOOR ] RESIDENCE 7430 INDIAN NECK LANE, TYPICAL EXTERIOR WALL PECONIC, NEW YORK 11958 2"MAIN GAS METER MECHANICAL, lit -3 COAT CEMENTITIOUS STUCCO VENEER ROOM OVER GALVANIZED WIRE LATHE ON Ronald Za ka ry MOISTURE DRAINAGE SYSTEM- BUILD OUT STUCCO TO ALIGN W/BRICK BOILER CDX PLYWOOD SHEATHING — — — — — — Toe of Gara a Ride ,QED AP , BASEMENT 8 12 Elev.+45.97 ��G �'�ty -2x6 STUDS @ 16" OC -2" CLOSED CELL SPRAY INSULATION + 18 D R-13 BATT (R-27) GYPSUM WALL BOARD 4 �' SEE STRUCTURAL DRAWINGS 1012 SCHEMATIC GAS RISER DIAGRAM (1) 2x6 SOLE PLATE FOR FLOOR FRAMING � \\ o ��r a •73d �a`�' A - - - - " NTS STRAPS @ 16" O.C. 1 "' WARM BOARD SUBFLOOR Bottom of Collar Ties THROUGHOUT FIRST FLOOR 2x8 @ 16"O.C. Elev.+38.55 TOP OF SUBFLOOR ELEV. +19'-6" _ COLLAR TIES \\\ N STRAND BOARD RIM JOIST - 1oO MTop— — ,' `\ EIevP+36 @ Dormer Revisions 3,� o. Description � I � N Date TOP OF FOUNDATION ELEV. +18-2 6" (1) 2x6 PRESSURE TREATED PLATE GRADE (VARIES) +, °�� s M.R. DRYWALL ON CEILING 00 3 ��, OVERHANG 1 06-19-25 100%C.D.'s ON SILL SEALER +TERMITE SHIELD a AND WALLS TYPICAL 2x6 WALL (2) 2x6 PRESSURE TREATED PLATES WITH . ;all / CP PARGE EXPOSED CONCRETE 1-#5 CONT. 5 BASEMENT g x 12 HOOKED ANCHOR BOLTS @ 32 O.C. 1- BENT#5 @ 30" O.C. °1 _ UNFINISHED STORAGE STONE PAVERS DAMP PROOFING W/3" RIGID INSULATION o ' 4" ADVENTEK SUBFLOOR 4 Il o _ Top of Attic above Garage TOP OF SUB FLOOR ELEV. +19-6 — .Ir= OL SEAL CONCRETE WALLS o Elev.+29.05 REINFORCED CONCRETE FOUNDATION- ll; & SLAB W/2 COATS 3n TOP OF WALL ELEV. +19-3 4 REFER TO STRUCTURAL DRAWINGS 2'-s" 4 — FLOOR FRAMING PER - - — OVERHANG STRUCTURAL ENGINEER ° TYPE"X"t"GYPSUM a 1 •, BOARD WALLS AND TOP OF FRAMING SHELF I EXPANSION JOINT CEILING IN GARAGE LAYER OF OF ICE & TOP OF BASEMENT SLAB ELEV. +8'-5 " 0'b°° ELEV. +18'-2 8" �— � WATER SHIELD — — — — a 0 REINFORCED SLAB-THICKEN ° a a l�l TO 8 AT PERIMETER I - -_ • °I I (2) 2x6 PRESSURE TREATED BOTTOM OF FOOTING ELEV. +7'-1 a" - - �` #5 @ 18" O.C. ° I PLATES ON TERMITE SHIELD — — — — • -• �1 REINF. SLAB- SEE STRUCTURAL PITCH SLAB 6"PER FOOT GARAGE a" HOT DIPPED GLAVANIZED ACHORS @ 32" O.C. ° pla 2" CLOSED CELL SPRAY 4" PERFORATED DRAIN PIPE WITH DRAWINGS- ON 6 MIL VAPOR BARRIER GRADE Top of Garage Slab INSULATION FILTER FABRIC- PIPE TO DRYWELL ON 6" CLEAN COMPACTED GRAVEL Elev.+19.0' of I� 311 M REINFORCED CONCRETE FOUNDATION- a REFER TO STRUCTURAL DRAWINGS ° °a I FOOTING PER STRUCTURAL o o M DRAWINGS FOUNDATION DAMP PROOFING EE STRUCTURAL + 2" RIGID INSULATION DRAWINGS TYPICAL EXTERIOR WALL DETAIL BUILDING SECTION THROUGH GARAGE - C 2 TYPICAL REVERSE SHELF' WALL DETAIL Z„ = 1'-0" 4" = 1'-0" B3" = 1'-On 4 To of Rid e Elev.+47.0 --- TYPICAL ROOF -LIFETIME ASPHALT ROOF SHINGLES -30#FELT PAPER — - — — - -------------- - — - "CDX PLYWOOD(� CDC(PLYWOOD 12 ON FLAT ROOFS) 18 -ROOF RAFTERS(SEE STRUCTURAL R F�OOF— ENGINEER'S DRAWINGS FOR SIZES) -2 COURSES GRACE-ICE&WATER -- -- --- -- — 7.5 SHIELD(ON ALL EAVES AND VALLEYS) -OPEN CELL R-30 SPRAY INSULATION o +AIR BAFFLES — 2x6 COLLAR TIES 4 12 3,_$8, co _ — 12 - --- -- UNFINISHED ATTIC UNFINISHED ATTIC �9 0 205 ' ------__--'' UNFINISHED ATTIC \ 205 205 205 i I I' I i I' II i To Plate in Family Room �I P Y i I Elev.+31.0 I 2'- OVERHANG' u _ 2 6" I � i I III 0 I OVERHANG i z ICI I - - - - - — 0 - o LLJ = z ow --- - - , I w M M = C _ W � o U Y U Z — J � U Z L Y Q W W Z I O H J I � i _ — - = w rn Q C� U I I i 2 Y t1l 116 16 w w I li � ■ I s W RMBOARD SUBFLOOR I 126 a FAMILY ROOM THROUGHOUT 1ST FLOOR I I -.� KITCHEN/DINING ROOM . Top �Breez_ Elev;+19.5 I Top of First Floor Drawing Title: Elev. 19.5 TYPICAL FOUNDATION WALL R 301NSULATION BUILDING SECTIONS -SILL SEALER INSULATION -TERMITE SHIELD B (2)2x6 TREATED SILL PLATES W/ANCHOR A-$ BOLTS @ 32"O.C. GAS RISER DIAGRAM -SPRAY WATER PROOFING+RIGID INSULATION �o00 -5 2"GALV.(18 GUAGE)METAL STUDS @ 16" 0 O.C.CLIP AT 1 POINTS TO CONCRETE WALL (WHERE INDICATED ON BASEMENT PLAN) TYPICAL EXTERIOR -2"CLOSE CELL SPRAY FOAM+R-13 BATT WALL DETAILS INSULATION -� MOISTURE RESISTANT GYPSUM BOARD -SEE STRUCTURAL ENGINEER DRAWINGS FOR UNFINISHED BASEMENT VESTIBULE Scale: FOUNDATION WALL AND FOOTING DESIGN Top Basement ab AS NOTED F Elev.+8.45 4"PERFORATED DRAIN PIPE WITH REINFORCED CONCRETE SLAB D— STEP DOWN FOOTING 2:1 MAX Date: FILTER FABRIC AND GRAVEL-PIPE ON 6 MIL VAPOR BARRIER+6" JUNE 19, 2025 TO DRYWELL BY NORTHCOAST CIVIL CLEAN GRAVEL Drawing Number: BUILDING SECTION THROUGH FAMILY ROOM/ KITCHEN 4 — 1 .0 i WINDOW SCHEDULE DOOR SCHEDULE Ronald Zakary NO. LOCATION TYPE MFG. MATERIAL CATALOG# ROUGH OPENING FINISH NO. , MULLION REMARKS NOTE: RECI D N0. LOCATION MATERIAL TYPE MFG. W SIZE T FINISH NO. HARDWARE REMARKS Per Hinge Passage,"B"Label,Fire-Rated, ZI' RZ architecture & design 001 EgresWe inflow Casement Marvin Aluminum UCA 3272 ET 2'-9"x 5'-118" Paint 2 a"SDL Egress Units,Tempered Glass,8'-0"Head Height 001 Mechanical Room Insulated Steel Rased Panel 3'.0" 8'-0" Paint 1 FRENCH DOORS TO BE MARVIN BLACK ALUMINUM CLAD, LOW E, ARGON FILLED GLASS, TEMPERED,-g SIMULATED Clad I— MFG Self-Closing,Weatherstri DIVIDED LITE WITH SPACER BARS- REFER TO DRAWINGS FOR MUNTIN PATTERN. PROVIDE ALL SCREENS. 11 Stewart Avenue Z 002 Egress Window Casement Marvin Aluminum UCA 3672 ET 3'-1"x 5'-11 8" Paint 1 a"SDL Egress Unit,Tempered Glass,8'-0"Head Height Ll 002 Storage Solid MDF Rased Panel 3'-0" 8'-0" 14" Paint 1 Hinge,Passage Huntington,LJJ O Well Clad M Tel. 516-922Y 11743 WLl 003 Vestibule Solid MDF Rased Panel 3'-0" 8'-0" 14" Paint 1 Hinge,Passage,weatherstrip INTERIOR DOORS TO BE FACTORY PRIMED. HARDWARE AS SELECTED. 5680 Cl) RonZakary@gmail.com m m o04 Storage under Stair Solid MDF Rased Panel 3'-0" 8'-0" 14" Paint 1 Hinge,Passage PROVIDE AND INSTALL ALL REQUIRED DOORS, HINGES, CATCHES, STOPS AND OWNER PROVIDED LOCKSET, 005 Mechanical Room Solid MDF Raised Panel 3'-0" 8'-0" 14" Paint 1 Hinge,Passage CONTRACTOR SHALL VERIFY ALL SIZES AND REVIEW ALL INTERIOR AND EXTERIOR DOOR SWINGS WITH THE 100 Master Bathroom Fixed Casement Marvin Aluminum UCA 2436 2'-l"x 2'-115" Paint 1 �"SDL Fixed Unit, 16'-9"Head Height 006 Elevator Insulated Steel Raised Panel 3'-0" 81-0° Per paint 1 Hinge, Closer,"B"Label,Fire Rated, OWNER PRIOR TO ORDERING Project Title: Clad 8 $ MFG Electric Latch PROPOSED NEW DWELLING• 101O 5„ Z" IT Closet Solid MDF Raised Panel 8-0 1 Tempered Glass,Mulled to Transom UCA 3020 007 3-0, ' " 4 Aluminum e Latch,Pulls PROVIDE EXTENSIONS JAMBS AS FIELD CONDITIONS DICTATE, PROVIDE THE ARCHITECT WITH A COMPLETE SET Master Bathroom Casement Marvin Clad UCA 3078 ET 2-7 x 6-5 s Paint 3 8 SDL R.O.2'-7"x V-7 8", 10'-8"Head Height Pair 4" Paint 1 Hin g Hinge, Lockset Deadbolt Threshold, OF SHOP DRAWINGS FOR APPROVAL PRIOR TO PLACING WINDOW AND DOOR ORDER. ANY WINDOWS OR DOORS DART O Aluminum Egress Units,Mulled to Transom UCA 3024 008 Bilco Stairs Composite Raised Panel 3'-0" VIF 14" Paint 1 WeatherstripORDERED WITHOUT APPROVAL FROM THE ARCHITECT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. �' �j �'� 102 Master Bedroom Casement Marvin UCA 3072 ET 2'-T x 5'-115' Paint 2 8 Clad "SDL R.O.2'-7"x 1'-118", 10'-0"Head Height PROVIDE HARDWARE AS SELECTED. PROVIDED SCREENS ON ALL WINDOWS AND DOORS, EXCEPT FIXED UNITS. 103 Master Bedroom Casement Marvin Aluminum UCA 2460 2'-1"x 4'-115" Paint 2 Z" 7'-0"Head Height 7430 INDIAN NECK LANE Clad 8 e SDL 9 Per Hinge, Lockset,Deadbolt,Threshold, " � 101 Hallway Mahogany Entry 3-0 8-0 Stain 1 Springline=6'-6",Raidus=l-6 PECONIC, NEW YORK 11958 Aluminum Mulled to Transom UCA 2424 R.O.2'-3"x 1'-115", MFG Weatherstrip 104 Master Bedroom Casement Marvin Clad UCA 2484 T 2'-3"x 6'-118" Paint 2 a"SDL 11'-0"Head Height s 102 Covered Porch Aluminum Clad Out-Swing Marvin 3'2 �„ V-0„ Per paint 1 Hinge,Lockset,Deadbolt,Threshold, French Door 3080 ;s I MFG Weatherstrip Aluminum Egress Units,Mulled to Transom UCA 3024 103 Laundry �" g g R o n a I d Za ka ry 105 Master Bedroom Casement Marvin Clad UCA 3084 ET 2'-7"x 6'-1 18" Paint 3 e"SDL R.O.2'-7"x 1'-118", 11'-0"Head Height Room Solid MDF Raised Panel 3-0 8-0 14 Paint 1 Hinge,Passage Aluminum Egress Units,Mulled to Transom UCA 2024 104 Ante-Chamber Solid MDF Raised Panel 3'-0" 8'-0" 13" Paint 1 Hinge,Privacy 05 Master Bedroom Casement Marvin Clad UCA 2084 ET V-9"x 6'-118" Paint 1 $"SDL R.0.1'-9"x 1'-118", 11'-0"Head Height ol 105 Ante-Chamber Solid MDF Flush Panel 3'-0" 8'-0" 14 Paint 1 Hidden Hinges,Privacy ��E.D APc 106 Hall Casement Marvin Aluminum UCA 3060 E 2'-7"x 5-38" Paint 2 Z"SDL 8'-0"Head Height O Clad 8 106 Dressing Room Solid MDF Raised Panel 3'-0" 8'-0" 12" Paint 1 Hinge, Passage 0 107 Office Casement Marvin Clad Aluminum UCA 3084 ET 2'-7"x 6'-115' Paint 8 e"SDL 8'-0"Head Height 107 Master Bathroom Solid MDF Raised Panel 3'-0" 8'-0" 14" Paint 1 Hinge,Privacy �� Z�� e�! �'"� V- � 108 Bathroom#3 Casement Marvin Aluminum UCA 2472 T 2'-1"x 5'-115" Paint 1 Z^SDL 9'-0"Head Height,Tempered Glass 108 Master Bathroom Solid MDF Pocket Door 3'-0" 8'-0" 14" Paint 1 Pocket Door Hardware,Privacy Clad 8 8 Raised Panel Aluminum 2 Operable Units w/Hinge,Lockset Mulled to Transom 3620,R.O. '-8 '"x 2'-0 2 to �' 109 Bedroom#3 Casement Marvin UCA 3272 ET 2'-9"x 5'-115" Paint 4 Z^ 8'-0"Head Height ❑ In-Swing French Marvin Per 16 s Clad e 8 SDL 9 109 Family Room Aluminum Clad Door 3680 3'-8 16" 8-0 MFG Paint 5 Deadbolt,Threshold,Weatherstrip �� QLL. , y73a {0 Aluminum 3 Fixed Units 110 Bedroom#3 Fixed Casement Marvin Clad UCA 2436 2'-1"x 2'-115' Paint 2 Z'SDL 13'-6"Head Height,Fixed Units 110 Office Solid MDF Raised Panel 3'-0" 8'-0" 14 Paint 1 Hinge,Privacy Aluminum Egress Units,Mulled to Transom UCA 3024 111 Master Bedroom Casement Marvin UCA 3072 ET 2'-7"x 5'-118' Paint 2 8,r ❑ " Per Hinge,Closer,"B"Label,Fire Rated, Clad SDL R.O.2'-T x V-118",10'-0"Head Height 111 Elevator Insulated Steel Raised Panel 3-0 8-0' Paint 1 MFG Electric Latch Aluminum Egress Units,Mulled to Transom UCA 3024 2'-4" r � 3n 112 Bedroom#2 Casement Marvin Clad UCA 3272 ET 2'-9"x 5'-118" Paint 2 6"SDL R.O.2'-7 x 1'-118", 10'-0"Head Height 112 Coat Closet Solid MDF Raised Panel (Pair) 8-0' 14 Paint 1 Hinge,Latch,Pulls Revisions 113 Bathroom#3 Casement Marvin Aluminum UCA 3084 ET 2'-T x 6'-115" Paint 3 8"SDL 9'-0"Head Height,Egress Units 113 Powder Room Solid MDF Raised Panel 2'-8" 8'-0" 14" Paint 2 Hinge,Privacy NO. Date Description Clad Powder Room/ Aluminum 0 114 Linen Closet Solid MDF Raised Panel 2'-8" 8'-0" 14" Paint 1 Hinge,Passage 1 06-19-25 100%C.D.'s 114 Window Seat Casement Marvin Clad UCA 2064 2'-1"x 5'-3 8" Paint 2 a"SDL 8'-0"Head Height,Tempered Glass unit in Powder Room 0 J 115 Storage Closet Solid MDF Raised Panel 3'-0" 8'-0" 13" Paint 1 Hinge,Passage 115 Kitchen Casement Marvin Aluminum UCA 3064E 2'-7"x 5'-3 5" Paint 5 �„ Mulled to Transom UCA 3032 R.O.2'-7"x 2'-7 8", LL Clad 8 8 SDL 11'-6"Head Height 116 Walk-in Closet Solid MDF Raised Panel 2'-6" 8'-.0" 14 Paint 1 Hinge, Passage Aluminum " ,- „ 3„ 116 Garage Casement Marvin Clad UCA 3660 E 3-1 x 4-118" Paint 3 8"SDL 8-0 Head Height 117 Bathroom#3 Solid MDF Raised Panel 2-6 8 0 14 Paint 1 Hinge, Privacy Aluminum 117 Garage Casement Marvin UCA 3060 E 2'-7"x 4'-115" Paint 3 Z"SDL 8'-0"Head Height 118 Bedroom#3 Solid MDF Raised Panel 3'-0" 8'-0" 14" Paint 1 Hinge, Privacy Clad 119 Bedroom#2 Solid MDF Raised Panel 3'-0" 8'-0" 14" Paint 1 Hinge,Privacy H Aluminum 120 Bathroom#2 Solid MDF Raised Panel 2'-6" 8'-0" 14" Paint 1 Hinge, Privacy � 201 Unfinished Attic Casement Marvin UCA 3060E 2'-7"x 4'-118" Paint 2 '-8"SDL 6'-8"Head Height Clad 121 Walk-in Closet Solid MDF Raised Panel 2'-6" 8'-0" 14" Paint 1 Hinge,Passage Aluminum 0 202 Bedroom#2 Casement Marvin Clad UCA 3648 E 3'-1"x 3'-118" Paint 4 $"SDL 5'-0"Head Height,Tempered Glass,Egress Units 122 Powder Room Solid MDF Raised Panel 2'-8" 8'-0" 14" Paint 1 Hinge,Privacy 203 Bedroom#2 Casement Marvin UCA 3060 E 2'-T x 4'-115" Paint 2 Z'SDL 7'-T Head Height,Egress Units Clad Aluminum Pocket Door „ LL 123 Laundry Room Solid MDF 3-0 8-0 14" Paint 1 Pocket Door Hardware,Passage 0 204 Bedroom#1 Casement Marvin Aluminum UCA 3060E 2'-7x 4'-118" Paint 2 Z"SDL 7'-6"Head Height,Egress Units Raised Panel Z Unfinished Attic Aluminum 124 Coat Closet Solid MDF Raised Panel 3'-0" 8A" 13" Paint 2 Hinge, Passage 0 205 Casement Marvin UCA 3648 E 3'-1"x 3'-11 8" Paint 8 Z"SDL 7-0"Head Height above Garage Clad Pocket Door ,r " 3, 125 Pantry Solid MDF 3-0 8-0 14 Paint 1 Pocket Door Hardware,Passage V Unfinished Attic Aluminum Raised Panel W 206 Casement Marvin UCA 2872 ET 2'-5"x 5'-118" Paint 2 B"SDL 8'-0"Head Height above Garage Clad Per Hinge,Lockset,Deadbolt Threshold, 126 Mudroom Mahogany Ent 3'-0" 8'-0" Stain 1 Springline=6'-6",Raidus=1'-6" � Aluminum g y Entry MFG Weatherstrip 207 Unfinished Attic Casement Marvin UCA 2432 2'-1"x 2'-8 8" Paint 1 8"SDL ±9'-6"Head Height from Attic Floor in this Space Clad 127 Breezeway Aluminum Clad In-Swing French Marvin 7,-1 5„ 8'-0" Per paint 2 Hinge, Lockset,Deadbolt,Astragal, w/(2)Side Lites 3680 Door 7080 8 MFG Threshold,Weatherstrip R.O.3'-816"x 8'-0"each 128 Garage Insulated Steel Raised Panel 3'-0" 8'-0" Per Paint 1 Hinge,Lockset,Threshold,"B"Label, MFG Fire-Rated Self-Closing,Weatherstrip NOTES: 129 Per Hinge,Lockset,Deadbolt,Threshold, Garage Insulated Steel Raised Panel 3'-0" 8'-0° MFG Paint 1 Self-Closing,Weatherstrip WINDOWS TO BE MARVIN BLACK ALUMINUM CLAD, LOW E, ARGON FILLED GLASS-TEMPERED WHERE INDICATED ON THE SCHEDULE OR AS CODE 13o Garage Mahogany O.H.Garage 10'-0" 8'-0" Per Paint 2 Garage Door Opener,w/Safety Eye Door I DICTATES.$" SIMULATED DIVIDED LITE WITH SPACER BARS. INTERIOR TO BE FACTORY PRIMED. HARDWARE AS SELECTED, PROVIDE ALL SCREENS. REFER 131 Breezeway Aluminum Clad In-Swung French Marvin 3,_2 6„ 8'-0" PeG Paint 1 Hinge,Passage TO ELEVATIONS FOR MUNTIN PATTERN. Door 3 o MFG PROVIDE EXTENSIONS JAMBS AS FIELD CONDITIONS DICTATE. PROVIDE THE ARCHITECT WITH A COMPLETE SET OF SHOP DRAWINGS FOR APPROVAL 201 Unfinished Attic Solid MDF Raised Panel 3'-0" 7'-0" 13" Paint 1 Hinge,Passage,Weatherstrip PRIOR TO PLACING WINDOW AND DOOR ORDER.ANY WINDOWS OR DOORS ORDERED WITHOUT APPROVAL FROM THE ARCHITECT WILL BE THE 0 Per Hinge:Closer,"B"Label,Fire Rated, RESPONSIBILITY OF THE CONTRACTOR. PROVIDE HARDWARE AS SELECTED. PROVIDED SCREEN ON ALL WINDOWS AND DOORS, EXCEPT FIXED UNITS. 0 202 Elevator Insulated Steel Raised Panel T-0" 7'-0" MFG Paint 1 Electric Latch J LL 203 Vestibule Solid MDF Raised Panel 34" 7'-0" 14 Paint 1 Hinge,Passage,Weatherstrip PROVIDE WINDOW FALL PROTECTION AT THAT ALL WINDOW OPENINGS LOCATED LESS THAN 24" ABOVE THE FINISHED FLOOR AND GREATER THAN 72' Q Unfinished Attic Per Hinge,Lockset,Threshold,"B"Label, ABOVE FINISHED GRADE (OR OTHER SURFACE BELOW THE EXTERIOR OF THE BUILDING) AND SHALL COMPLY WITH ASTM F 2090. Z 204 above Garage Insulated Steel Raised Panel 3'-0" 8'-0° MFG Paint 1 Fire-Rated Self-Closing,Weatherstrip O PLEASE NOTE THAT ALL WINDOWS AND FRENCH DOORS NEED TO COMPLY WITH THE FOLLOWING: V LULJ U VALUE OF 0.30 OR LESS, SOLAR HEAT GAIN COEFFICIENT OF 0.30 OR LESS, AND 3 AIR CHANGES PER HOUR OR LESS. to Top of Ridge Elev.++46.93 _ Top of Ridge Bedroom#2 TYPICAL ROOF Elev.+46.1 -LIFETIME ASPHALT ROOF SHINGLES 12 -30#FELT PAPER 12 -r CDX PLYWOOD(4"CDX PLYWOOD 18 ON FLAT ROOFS) a 18 -ROOF RAFTERS(SEE STRUCTURAL ENGINEER'S DRAWINGS FOR SIZES) -2 COURSES GRACE-ICE&WATER _ _ Top Plate of Knee Wall _ _ _ _ _ _ _ _ _ _ _ _ _ _ _Top of Ridge SHIELD(ON ALL EAVES AND VALLEYS) Elev.+39.35 — — — — — T 00� Bedroom#3 R-30 SPRA -OPEN CELL R-30 SPRAY INSULATION -LIFETIME ASPHALT(ROOF SHINGLES Y Elev.+40.05 +AIR BAFFLES INSULATION 12 30#FELT PAPER18 -8"CDX PLYWOOD c41"CDX PLYWOOD CID; ON FLAT ROOFS) o w' RAFTER SPLAY:2x12 APPROXIMATELY o -ROOF RAFTERS SEE STRUCTURAL �-I -- o `D r� w I 5-0"LONG SISTER TO EACH RAFTER- ENGINEER'S DRAWINGS FOR IZES) LLIRIP TO PROVIDE CURVED SPLAY AND J 'o, -2 COURSES GRACE-ICE&WATER �' �� SHEATH WITH 8'CDX PLYWOOD L.C.C.CRICKET SHIELD(ON ALL EAVES AND VALLEYS) o -OPEN CELL R-30 SPRAY INSULATION ATTIC Top of Attic Floor �`' +AIR BAFFLES Bottom of Collar ies � - o ., _1- Elev. +32.35— Top Plate of DormerI RAFTER SPLAY:2x12 APPROXIMATELY Elev.+31.0 II �� "' UNFINISHED ATTIC 5- 0 EACH RAFTER- RIP TO PROVIDE CURVED SPLAY AND M -SHEATH rCD�PC�WQIID Top Plate @Dormer n 8 Elev.+30.5 ROXUL ACOUSTIC `" w INSULATfO Top Plate @ Bedroo #3 O" Elev.+28.0 I O = � 'LLJ � II 6ri i I = --'I - ---I- - _ C7 N CD C7 I III , I i t N W i _ I -- __ � C'� LLJ w I b I 0 I J - LLI F- - _- w O - - a i U I i i I II -- -- - --I - -I ---- ]---I � II TYPICAL EXTERIOR WALL - I - to w W 3 COAT CEMENTITIOUS STUCCO coVENEER OVER GALVANIZED WIRE oawF �i TYPICAL EXTE RIOR WALL _0 0 I I J I I i 3 COAT C EMENTITI OUS STUCCO(COLOR TO BE SELECTED) Drawing Title:o1WARMB ARD SUBFL00R ON MOISTURE DRAINAGE SYSTEM THROUGHOUT 1ST FLOOR MASTER BEDROOM 1 e"WARMBO SUBFLOOR VENEER OVER GALVANIZED —-�LCDX1.48100D SUEAT14ING Top of First Floor THROUGHOUI 1 T FLOOR 00 LATHE(COLOR TO BE SELECTED) h -2x6 STUDS @ 16"OC Elev.+19.5 BEDROOM#2 BEDROOM#3 O�N MOISTURE DRAINAG M TopofFirstFloo BUILDING SECTIONS �-a GDX P-J.Y�U00l1SHEATHWG IHIAIG Elev.+19.5 -2'CLOSED CELL SPRAY FOAM ,; -2x6 STUDS @ 16"OC +R-13 BATT INSULATION(R-27) -e"GYPSUM WALL BOARD -2"CLOSED CELL SPRAY FOAM GRADE(VARIES) R-301NSULATIO +R-13 BATT INSULATION(R-27) WINDOW AND DOOR 8"GYPSUM WALLBOARD TYPICAL FOUNDATION WALL GRADE(VARIES) SCHEDULES o -SILL SEALER INSULATION %CO -TERMITE SHIELD (2)2x6 TREATED SILL PLATES W/ANCHOR o TYPICAL FOUNDATION WALL -SILL SEALER INSULATION BOLTS @ 32"O.C. -TERMITE SHIELD -SPRAY WATER PROOFING+RIGID INSULATION (2)2x6 TREATED SILL PLATES W/ANCHOR Scale: MECHANICAL ROOM -5'"GALV.(18 GUAGE)METAL STUDS @ 16" BOLTS @ 32"o.c. AS NOTED O.C.CLIP AT 3 POINTS TO CONCRETE WALL -SPRAY WATER PROOFING+RIGID INSULATION (WHERE INDICATED ON BASEMENT PLAN) UNFINISHED BASEMENT -51"GALV.(18 GUAGE)METAL STUDS @ 16" Date: -2"CLOSE CELL SPRAY FOAM+R-13 BATT JUNE 19, 2025 REINFORCED CONCRETE SLAB INSULATION O.C.CLIP AT 1 POINTS TO CONCRETE WALL Top Basement ab ON 6 MIL VAPOR BARRIER+6" 81 (WHERE INDICATED ON BASEMENT PLAN) Elev.+8,45 - MOISTURE RESISTANT GYPSUM BOARD 0 -2"CLOSE CELL SPRAY FOAM+R-13 BATT Drawing Number: CLEAN GRAVEL -SEE STRUCTURAL ENGINEER DRAWINGS FOR INSULATION FOUNDATION WALL AND FOOTING DESIGN _8'MOISTURE RESISTANT GYPSUM BOARD BUILDING ;SECTION THROUGH MASTER BEDROOM BUILDING SECTION THROUGH BEDROOMS #2 and #3 -SEE STRUCTURAL ENGINEER DRAWINGS FOR L1,.011 1 FOUNDATION WALL AND FOOTING DESIGN 4 Ronald Zakar ELECTRICAL SYMBOL SCHEDULE DUPLEX RECEPTACLE RZ architecture & design -�- OWNER PROVIDED WALL SCONCE (TYPICALLY CENTERED IN BASEBOARD) 11 Stewart Avenue •A 4"ROUND LED RECESSED LIGHTING TWO GANG DUPLEX RECEPTACLE Huntington, NY 11743 (TYPICALLY CENTERED IN BASEBOARD) Tel. 516-922-5680 RonZakary@gmail.com •B 4"ROUND LED RECESSED LIGHTING(PROTECTED CLOSET LIGHT) DUPLEX RECEPTACLE @ 42-A.F.F. •C 4"ROUND LED RECESSED SHOWER LIGHT(PROTECTED) DUPLEX RECEPTACLE GROUNDED OR Project Title: GFI WATERPROOF-42"A.F.F. PROPOSED NEW DWELLING: + OWNER PROVIDED CEILING LIGHT DUPLEX RECEPTACLE ❑ (FLOOR MOUNTED)COORDINATE LOCATION DART TE OWNER PROVIDED CHANDELIER/PROVIDE REINFORCING AS REQUIRED ANT �XT WATERPROOF-EXTERIOR L 8XA F FEPTACLE 7430 INDIAN NECK LANE, INTERIOR SURFACE MOUNTED FIXTURE-PROVIDED BY OWNER, CABINET MOUNTED DUPLEX RECEPTACLE- PECONIC, NEW PORK 11958 F COORDINATE HEIGHTS WITH ARCHITECT/OWNER COORDINATE WITH CABINET MANUFACURER EXTERIOR SURFACE MOUNTED FIXTURE-PROVIDED BY '@ CABINET MOUNTED DUPLEX Ronald Za ka ry OWNER,COORDINATE HEIGHTS WITH ARCHITECT/OWNER RECEPTACLE-18 A.F.F. ® OWNER PROVIDED CEILING FAN- TYPICAL SWITCH-LED COMPATABLE AP� PROVIDE REINFORCING AS REQUIRED $3 3-WAY SWITCH-LED COMPATABLE �\��O K�-'E'yycS'#�� A LOW VOLTAGE UNDER CABINET LED LIGHTING- $ FAN SWITCH-WITH SEPERATE FAN/LIGHT CONTROLS 0 :.A COORDINATE WITH CABINET MANUFACTURER F j� .: B LED INDOOR STRIP COVE LIGHTING DIMMER SWITCH-LED COMPATABLE O 7 � 0� LED STEP LIGHTING 3-WAY DIMMER SWITCH-LED COMPATABLE UNEXCAVATED OWNER SELECTED �3 .r •F EF FLUSH CEILING MOUNTED EXHAUST FAN 50 CFM MINIMUM- FDA RECESSED DOOR ACTIVATED SWITCH DUCT TO REAR SLOPE OF ROOF.PIPE TO MATCH ROOF COLOR © GARAGE DOOR OPENER WITH SAFTEY FEATURE AND LIGHT. © SMART BUNDLE-(1)RG6,(3)CAT 6,1 FIBER OPTIC Revisions No. Date Description GAS WALL SCONCE/TORCH-OWNER PROVIDED,COORDINATE o © HEIGHT WITH ARCHITECT/OWNER T TELEPHONE JACK 1 06-19-25 100/o C.D.s _ POWER STRIP UNDER CABINETS GFI PROTECTED �s LINE VOLTAGE SMOKE DETECTOR WITH BATTERY BACKUP C� 3"FLUSH IN FLOOR LED LIGHT (D WITH VOLTAGE CARBON MONOXIDE DETECTOR WITH BATTERY BACKUP SURFACE MOUNTED 2x4 RAPID START 4 LAMP FIXTURE THERMOSTAT @ 58"AFF HEAT DETECTOR PER CODE.SECTION OF R314.2.3 OF THE NYSRC FROST PROOF HOSE BIB UNEXCAVATED UNEXCAVATED U 2 I I TO(8)CEILING LIGHTS n I I 7 OO TO(8)CEILING ---- -- LIGHTS --_ __ TO(8)CEILING LIGHTS A THERMOSTATICALLY CONTROLLED EXHAUST FAN 4 -- ---- 3 ------- A A A A TO FIRST = A A A A A A co ELEVATOR ,. EQUIP. f A A A A t Drawing Title: " BOILER BASEMENT PROVIDE HEAT DETECTOR UP A PER CODE.SECTION A A A A r3ELECTRICAL PLAN R314.2.3 OF THE NYSRC cc LU D D D D °° 3 OCTECT D — — — — — — — — ---- KT HVAC n TORA ATE Scale: HVAC AS NOTED UNEXCAVATED Date: JUNE 19, 2025 Drawing Number: Av BASEMENT ELECTRICAL PLAN - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 i ELECTRICAL SYMBOL SCHEDULE _ _ _ _ _ _ _ _ _ _ _ _ _ _ Ronald Zakar DUPLEX RECEPTACLE -� OWNER PROVIDED WALL SCONCE � � (TYPICALLY CENTERED IN BASEBOARD) ! � XT L EXT R Z architecture & design — _ - - - - � E � _ •A 4"ROUND LED RECESSED LIGHTING TWO GANG DUPLEX RECEPTACLE I I — — — — (TYPICALLY CENTERED IN BASEBOARD) -- I I 11 Stewart Avenue ! Huntington, NY 11743 I I EXT G Tel. 516-922-5680 •B 4"ROUND LED RECESSED LIGHTING(PROTECTED CLOSET LIGHT) DUPLEX RECEPTACLE @ 42"A.F.F. ! GOLF CART RonZakary@gmail.com ! L - - - - - - - - - -�_ _ _ _ _ _ _ _ _ _ _ DUPLEX A EXT Project Title: •B 4"ROUND LED RECESSED SHOWER LIGHT(PROTECTED) Fi WATERPROOF-42CA F FLE ROUNDED OR I ! DUPLEX RECEPTACLE ! F —I + OWNER PROVIDED CEILING LIGHT ® ! (FLOOR MOUNTED)COORDINATE LOCATION PROPOSED NEW DWELLING: DART OWNER PROVIDED CHANDELIER/PENDANT- EXTERIOR DUPLEX RECEPTACLE I I I ! TE PROVIDE REINFORCING AS REQUIRED ExT WATERPROOF-18"A.F.F. I G I SI E CE INTERIOR SURFACE MOUNTED FIXTURE-PROVIDED BY OWNER, CABINET MOUNTED DUPLEX RECEPTACLE- I I I 7430 INDIAN NECK LANE, COORDINATE HEIGHTS WITH ARCHITECT/OWNER COORDINATE WITH CABINET MANUFACURER EXTERIOR SURFACE MOUNTED FIXTURE-PROVIDED BY CABINET MOUNTED DUPLEX ! A I I PECONIC, NEW PORK 11958 �0 D F-150 I OWNER,COORDINATE HEIGHTS WITH ARCHITECT/OWNER o RECEPTACLE-18"A.F.F. ! GFI —I — — — — _ � I I Ronald Zakary TYPICAL SWITCH-LED COMPATABLE — �� OWNER PROVIDED CEILING FAN. Q PROVIDE REINFORCING AS REQUIRED G $3 3-WAY SWITCH-LED COMPATABLE �RE KD A�� A LOW VOLTAGE UNDER CABINET LED LIGHTING- FAN SWITCH-WITH SEPERATE FAN/LIGHT CONTROLS COORDINATE WITH CABINET MANUFACTURER tF A GFI I I " v.� B LED INDOOR STRIP COVE LIGHTING [� DIMMER SWITCH-LED COMPATABLE LED STEP LIGHTING ! I ,� ' OWNER SELECTED �3 3-WAY DIMMER SWITCH-LED COMPATABLE I «,� © . 734 0 EF FLUSH CEILING MOUNTED EXHAUST FAN 50 CFM MINIMUM- SPA RECESSED DOOR ACTIVATED SWITCH DUCT TO REAR SLOPE OF ROOF.PIPE TO MATCH ROOF COLOR ! I I © GARAGE DOOR OPENER WITH SAFTEY FEATURE AND LIGHT. © SMART BUNDLE-(1)RG6,(3)CAT 6,1 FIBER OPTIC I I Revisions GAS WALL SCONCE/TORCH-OWNER PROVIDED,COORDINATE ! L — — — — — — — — — No. Date Description HEIGHT WITH ARCHITECT/OWNER Q TELEPHONE JACK ! A PROVIDE HEAT DETECTOR ! ption PER CODE.SECTION P WER STRIP UNDER CABINETS GFI PROTECTED ! EXT R314.2.3 OF THE NYSRC G ! 1 06-19-25 100%C.D.'s Qs LINE VOLTAGE SMOKE DETECTOR WITH BATTERY BACKUP ! EXT ! ! H ! 3' FLUSH IN FLOOR LED LIGHT © LINE VOLTA M Cl) WITH BATTERY BACKUP I I I ! TO ® SURFACE MOUNTED 2x4 RAPID START 4 LAMP FIXTURE - THERMOSTAT @ 58"AFF M A FIRS A UP A I FLOOR _ EXT I I I I ! 0 HAT DETECTOR PER CODE.SECTION OF R314.2.3 OF THE NYSRC FROST PROOF HOSE BIB L z — — 0 113333 — — — — — — EXT ! LOTION SENSOR -- - - _ —_ _ - - — — — ;— — — — — — — — — — --- q II A I I EXT I � EXT I A c' A � ( IE ! A I I I I I I I ! II I I A I A I I I I ! q I . A I I I I ! — — — — — — — I I I O WINDOW SEAT — — G G L- - - - - - � - - - E EXT - - G3 - - - I I _J E e� c� c� I A A A ! I I z = PANTRY A D I A A �RE REF BROOM CL. SHELVES WINDOW SEAT EF ID/ . ! I ( z q II A D N 11 3 3 A A I TO LIG A A A A A I A A A ! O BELOW VAN — E EXT LO i A !EXT — — — — — — — — — — — — — — — -L C _ F T - - L — — — - _ I! I I I I I I I I I I I EXT EXT ,WASHER O © ND 7 7Z COAT CLOSET _ COAT CLOSET A A RYER I! I I I I I I I I I ! A A ¢ I I I I ! I! I I I I I I I — I A I A E E E A I A A A IL I I I I I I I I EXT A !� ��-1- - - - - - � — DRYER U__ JJ O 3LOP ! r U Z I Iq A �� ' �' � II I I I m TO LIGHT M B ! ,I A A A BELOW VANITY ! A ! I B B A A C U A A A I A A A A Z ! I p REF F F BENCH ! A A — g C g I q �� T IGH ( I �� ~Ir 3 0 V NITY z I O I I w E E A A A A A A A A ! A I �— Z A �l A I I I WITCH TO LIGHTS O © 3 3 WITCH TO LIGHTS 3 ! § B E B A `r zz BELOW VANITY DA BELOW VANITY A A - — � U U � I M M M �� A V CD F ISLAND i B ! BRqMT — —A A A C B 4 B B - -- - EF A ! A A - - - - - F F EF - - - - ! - - - M r - - - - - - - - - - - - T - A- - - 71 Y I m l ! I I I r EF I I I — — — 3 33 I q ! A I L — I 7 - - I II ! N A A A A ~ — - - - J - - - - - -1 L — - - - - - - - � o ! --- M j TO 2ND ¢o ELEVATOR y w ! ! I A A Drawing Title: ! / U �17 E I ! ! A A - - I-- - - - - - - - - - -I' j = C /i - - - - ! I / i I A A A ® FIRST FLOOR LF A A A A E I ! 14 A A A ELECTRICAL PLAN ! A A A A I 1 O 4 ! M L - - - - - - - - - - - - - - - - - - �' - - - - - - '- - - - - - - - - - - - - - - - - - - — -- — — — — — — — rL EXT G -- -- -- 3 Scale: AS NOTED — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — J ! — — F WINDOW SEAT F " Date: z JUNE 19, 2025 0 Drawing Number: FIRST FLOOR ELECTRICAL PLAN 1 11 = 11-011 4 i ELECTRICAL SYMBOL SCHEDULE Ronald Zaka r -�- OWNER PROVIDED WALL SCONCE DUPLEX RECEPTACLE (TYPICALLY CENTERED IN BASEBOARD) RZ architecture & design F_F�:] 0 0 �� 11 Stewart Avenue TWO GANG DUPLEX RECEPTACLE •A 4"ROUND LED RECESSED LIGHTING (TYPICALLY CENTERED IN BASEBOARD) I I I I Huntington, NY 11743 F- Tel. 516-922-5680 r - - - - - - - - - - - - - � RonZakarY@gmail.com •B 4"ROUND LED RECESSED LIGHTING(PROTECTED CLOSET LIGHT) DUPLEX RECEPTACLE @ 42"A.F.F. I I I I I II • 4"ROUND LED RECESSED SHOWER LIGHT(PROTECTED) DUPLEX RECEPTACLE GROUNDED OR C ) GFI WATERPROOF-42"A.F.F. Project Title: + OWNER PROVIDED CEILING LIGHT ® DUPLEX RECEPTACLE (FLOOR MOUNTED)COORDINATE LOCATION F � PROPOSED NEW DWELLING: DART TE OWNER PROVIDE REIVIDED CHANDELIER/NFORCING NFOR ING AS REQUIRED ANT- EXTERIOR OExT WATERPROOF-LEX 8"A.F.F.EPTACLE E D C + INTERIOR SURFACE MOUNTED FIXTURE-PROVIDED BY OWNER, CABINET MOUNTED DUPLEX RECEPTACLE- 7430 INDIAN NECK LANE, F COORDINATE HEIGHTS WITH ARCHITECT/OWNER COORDINATE WITH CABINET MANUFACURER PECONIC NEW YORK 11958 EXTERIOR SURFACE MOUNTED FIXTURE-PROVIDED BY CABINET MOUNTED DUPLEX n G OWNER,COORDINATE HEIGHTS WITH ARCHITECT/OWNER D RECEPTACLE-18"A.F.F. I I I F i"F F Ronald Zakary TYPICAL SWITCH-LED COMPATABLE II II OWNER PROVIDED CEILING FAN- Li ( n 0 PROVIDE REINFORCING AS REQUIRED f-D �C,y $3 3-WAY SWITCH-LED COMPATABLE I I � A LOW VOLTAGE UNDER CABINET LED LIGHTING- FAN SWITCH-WITH SEPERATE FAN/LIGHT CONTROLS COORDINATE WITH CABINET MANUFACTURER $F F] I Li B LED INDOOR STRIP COVE LIGHTING DIMMER SWITCH-LED COMPATABLE I ;, F I F F N LED STEP LIGHTING 3-WAY DIMMER SWITCH-LED COMPATABLE L I 0 OWNER SELECTED �3 EF FLUSH CEILING MOUNTED EXHAUST FAN 50 CFM MINIMUM- �pA DUCT TO REAR SLOPE OF ROOF.PIPE TO MATCH ROOF COLOR RECESSED DOOR ACTIVATED SWITCH © GARAGE DOOR OPENER WITH SAFTEY FEATURE AND LIGHT. © SMART BUNDLE-(1)RG6,(3)CAT 6,1 FIBER OPTIC F Revisions GAS WALL SCONCE/TORCH-OWNER PROVIDED,COORDINATE Q TELEPHONE JACK I I No. Date Description HEIGHT WITH ARCHITECT/OWNER F 1 06-19-25 100%C.D.'s POWER STRIP UNDER CABINETS GFI PROTECTED Qs LINE VOLTAGE SMOKE DETECTOR WITH BATTERY BACKUP I I ( o I I II C� 3"FLUSH IN FLOOR LED LIGHT © LINE VOLTAGE CARBON MONOXIDE DETECTOR I L — M I I WITH BATTERY BACKUP LF SURFACE MOUNTED 2x4 RAPID START 4 LAMP FIXTURE -Q THERMOSTAT @ 58"AFF I TO FIRST ,77 FLOOR A HEAT DETECTOR PER CODE.SECTION OF R314.2.3 OF THE NYSRC T FROST PROOF HOSE BIB L -� - - - - ==== - -, T - - - II III LL- IL�i I- - � — � I � J Ln I Li L I a o 0 0 F ° ° 7 I I c- - —' - - - IJ L - - - - �- - - - - - - -� I- - - - -- I F C - - - -1 — C L 1 � l � IF_ III II (� - - - � � C � I III I I L1 I I I I I I I I C_ J U U I I Ii J-J II II II r _______ n ,-, I I II II II II II II rn I L=====_ _ - - - - - - - - - - � I l 1 I I I L - - - - - -J L - - - - - -J I I I I I I F �' I I I I I u I I- - - - - � ° C - - - -�I I I I I I I C - - - - - - - - I I I I I I I I - - - - - - - - - - - - - - - -1 i U ill II II II II II II l II II II II 11 II I F I L1—_--- - - - - -� I I I n I I 11 I 0 © I ► I I o II II II A A A E79II II II II II I I I I TO(6)ATTIC o 11 1 I I LIGHTS I I II M II U M o E: I UlU TO(6)ATTIC I I I I � LIGHTS I I I I L II L I II II n II n n A A I I � - - �- - - � LL - - - - �_L___- - - - - - - - - - - - - L - - I __ — _F _1 G - - -� - - - - - - - - - - - - - C L I- - 10 FIRS 1 3 L - - - - -- ° C- - - - - _J IIFLOOR U I — J - I p..� Drawing Title: I TO(3)ATTIC r fiT-Ta LIGHTS II - � Li SECOND FLOOR J ELECTRICAL PLAN II U m _ _ I F] Z _F _L _F _L _F -L J_ _LI IL �J I L J I I r - - - � C - - -1 E_ C Scale: AS NOTED I� l II _ _ Date: JUNE 19, 2025 fi � Drawing Number: SECOND FLOOR ELECTRICAL PLAN i 4 i Ronald Zakar RZ architecture & design 11 Stewart Avenue Huntington, NY 11743 Tel. 516-922-5680 RonZakary@gmail.com Project Title: PROPOSED NEW DWELLING: DART RESIDENCE 7430 INDIAN NECK LANE, PECONIC, NEW YORK 11958 Ronald Zakary X FLOOR GRILLE Energy Notes. v'>, Q � Ot�tZ FLOOR DUCT BOOT 1. All construction shall comply with the New York State 2020 Energy Conservation Construction Code. The authority 7 CONTINUOUS BEAD OF SEALANT having jurisdiction shall be permitted to determine an energy efficiency program to exceed efficiency required by SUBFLOOR " this code. 2. A permanent certificate shall be completed by the builder and posted on a wall in the space where the furnace is INSULATED FLEXIBLE located. Certificate shall comply with IRCN1101.14. Revisions DUCT 3. Attic or crawl space access shall be weather stripped and insulated to a level equivalent to the insulation on the TIE AT INNER LINER NO. Date Description surrounding surfaces. MASTIC AT INNER LINER 4. Installation—the components of the building thermal envelope shall be installed in accordance with the criteria 1 06-19-25 100%C.D.'s TIE AT OUTER LINER listed in table 402.4.1.1 Where required by code official, an approved third party shall inspect all components and verify compliance. INSTALL 1" RIGID INSULATION CUT TO 5. Testing—Building or dwelling unit shall be tested and verified having less than or equal to 3 ACH50 in CZ4A, FIT BETWEEN THE RAFTERS. FOAM 5,6A. testing shall be conducted by an approved third party. AIR SEALING DETAIL AT DUCT BOOT SEAL BOTH SIDES ALONG RAFTER IR B LE 6. Ducts—Supply and return ducts in attics shall be insulated to a minimum of R-8 @ 3" or greater in diameter and /q NTS WITH EXPANDING FOAM SEALANT \ R-6 @ ducts less than 3" in diameter. � } 6a. Duct Sealing—Ducts, air handlers and filter boxes shall be sealed. INSTALL 1" RIGID INSULATION `' 7. Duct testing—Ducts shall be pressure tested to determine air leakage by an approved third party. VERTICALLY CONNECT INSULATING SHEATHING TO RIGID INSULATION 8. Building cavities shall not be used as ducts or plenums. •�� BAFFLE. FOAM SEAL BOTH JOINTS. OPEN CELL R-30 9. Mechanical system piping insulation carrying fluids > 105 F degrees or< 55 F degrees shall be insulated with R-3 WOOD FRAME FLOOR SPRAY INSULATION minimum. ASSEMBLY " I` 10. Mechanical ventilation—Shall meet the requirements of the IRC/IMC. CONTINUOUS BEAD OF / q SEALANT i 11. Equipment sizing—Per ACCA Manual S, based on loads calculated per ACCA Manual J as provided by a third party HERS Rater, CONTINUOUS BEAD 12. Lighting A minimum of 75% of permanently Installed fixtures must have high-efficacylam s WOOD FRAME SOFFIT 9 9— P Y p AssEMBLY OF SEALANT 13. All HVAC, Plumbing & Electrical systems shall meet the IRC chapter 11 Energy efficiency, International PROVIDE INTERIOR SHEATHING = =-= 1 2" RIGID INSULATION mechanical code, International energy conservation code. It shall be the responsibility of the General contractor AT EXTERIOR WALL PRIOR = —EXTERIOR INSULATED WALL to submit in detail the design, calculations, drawings, written statements of the mechanical, air conditioning, TO SOFFIT ASSEMBLY ventilation, heating systems (new, existing or upgraded) stamped by a professional engineer if required by the CONTINUOUS BEAD Owner or Building Dept. OF SEALANT 14. Additions, alterations or renovation: shall comply with IECC 2015 Unaltered portions of the existing building is not required to comply with this code. AIR SEALING DETAIL AT ROOF RAFTERS 15. Minimum one programmable thermostat shall be provided for each separate heating and cooling system in AIR SEALING DETAIL AT BUILT-OUT T SOFFIT F F I T F accordance with section N1103 Control Systems. BNTS 16. All exterior wall/floor/ceiling joists shall be air sealed and insulated in accordance with Table R402.4.1.1. Apply a NTS fresh bead of caulk to the top and bottom plate immediately prior to installing interior gypsum wall board. ELECTRICAL WIRE ATTIC INSULATION ATTIC FLOOR FRAMING TOP PLATE RIGID INSULATION R-13 COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE EXPANDING FOAM SEALANT INSTALL 1" RIGID INSULATION CUT T SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED FIT BETWEEN THE RAFTERS. FOAM WALL STUD SEAL BOTH SIDES ALONG RAFTER VENTED AIRSPACE WITH EXPANDING FOAM SEALANT 1 INSTALL 1" RIGID INSULATION- VERTICALLY CONNECT INSULATING PEN CELL R-30 SPRAY SHEATHING TO RIGID INSULATION YINSULATION +AIR BAFFLES MECHANICAL LATCH TO PRESSURE AIR SEALING DETAIL AT TOP PLATE ELECTRICAL PENETRATION BAFFLE. FOAM SEAL BOTH JOINTS. / SEAL AT WEATHERSTRIPPING NTS - CEILING GYPSUM BOARD O AS AIR BARRIER CONTINUOUS BEAD OF 0 MANUFACTURED PULL DOWN STAIR SEALANT CONTINUOUS BEAD OF O PLUMBING PIPE SEALANT O O CONTINUOUS MINIMAL TOP PLATE ! EXPANDING FOAM AT EXPANDING FOAM iI WINDOW PERIMETER AIR SEALING DETAIL AT ATTIC PULL-DOWN STAIR SEALANT H NTS WALL STUD i ROVIDE BLOCKING AT WINDOW UNIT AS AIR STUD CAVITY AT SHOWER BARRIER AT EXTERIOR WALL AIR SEALING DETAIL AT TOP PLATE PLUMBING PENETRATION ONTINUOUS BEAD OF PER CODE R-402.4.1.2 THE DWELLING D NTS ONTINUOUS MINIMAL EXPANDING SEALANT SHOULD BE TESTED AND VERIFIED AS I' FOAM AT WINDOW PERIMETER HAVING ,AN AIR LEAKAGE RATE NOT EXCEEDING THREE AIR CHANGES PER HOUR. CONTINUOUS BEAD OF CONTINUOUS FILLET BE AD OF URETHANE SEALANT FREE DRAINING BACKFILL AN OF TILE SURROUND FINISH PER CODE R-403.1.1 THERMOSTATS BTW2"XPS BOND BREAK „ _ x AND FOUNDATION WALL °�I _ KEYWAY �\ CLOSED CELL SPRAY (R-21) EMENT BACKERBOARD CONTROLLING THE PRIMARY HEATING OR LIQUID-APPLIED CONTINUOUS BEAD OF COOLING SYSTEM OF THE DWELLING UNIT Drawing Title: I� CAPILLARY BREAK NSULATED EXTERIOR SHALL BE CAPABLE OF CONTROLLING THE g - (MUST DRY TACK FREE) ADHESIVE STUD WALL HEATING AND COOLING SYSTEM ON A DAILY 2"XPS BOND BREAK P — FILTER FABRIC PLACED CONTINUOUS BEAD OF THIN PROFILE WALL SHEATHING SCHEDULE TO MAINTAIN DIFFERENT !I _ UNDER PERIMETER SEALANT AIR SEALING _ _ DRAIN AND WRAPPED TEMPERATURE SET POINTS AT DIFFERENT !! a AROUND GRAVEL -� CONCRETE SLAB !! � . . .- - ��,I I � TIMES OF THE DAY. DETAILS AND NOTES VAPOR BARRIER -1 COARSE GRAVEL (NO FINES) I PER CODE 4-303.3 INSULATION FOR SUPPLY 4"GRAVEL PAD NO FINES ° CONTINUOUS( > _ _ UOU ��:x.�� y. >Y�` .'.. DUCTS IN ATTICS NEED TO BE A MINIMUM OF CONCRETE FOOTING FILTER FABRIC ° 4"PERFORATED � � I ANUF. SHOWER R-8. ALL OTHER DUCTS OUTSIDE THE UNDISTURBED NATIVE - - a- �- - - - - PERIMETER DRAIN %\ ^ PAN THERMAL ENVELOPE TO BE A MINIMUM OF SOIL OR ENGINEERED _ _ ° ° 4"PVC PIPE THROUGH > / XPANDING FOAM R-6. SEALING IS MANDATORY FOR DUCTS, FILL AS DETERMINED BY SOIL CONDITIONS -i BOTTOM OF FOOTING i� CONTINUOUS BEAD OF AIR HANDLER FILTER BOXES ECT. JOINTS — ! = CONNECTING INTERIOR AND SEALANT �� ' Scale: III —III — EXTERIOR GRAVEL BEDS I AND SEAMS SHALL COMPLY WITH SECTION AS NOTED WOOD FRAME FLOOR M-1601.4.4. AND DUCT TIGHTNESS TESTING ASSEMBLY REQUIREMENTS TO CONSTRUCTION Date: JUNE 19, 2025 DOCUMENTS INDICATING AIR SEALING DETAIL AT FOOTINGS AIR SEALING DETAIL AT TYPICAL EXTERIOR WALL AIR SEALING DETAIL AT SHOWER POST-CONSTRUCTION TEST OR ROUGH-IN Drawing Number: TESTING. E NTS G NTS NTS Ronald Zakar T. RZ architecture & design MAX. ALLOWABLE BLD. H MaexVmom Allocable S0dmo Hm9ht __ __ __ __ __� Stewart Avenue (elev +530) Huntington, NY 11743 • IIL POT•TO BE ` Tel. 516-9 2 2-5 6 8 0 ELECTED / }OF GABLE= SELECTED BY OWNER/ OF DOPMER=AY OF ` RonZakary@gmail.com OF BAY WINDOW N OF OFFICE WINDOWS \ / ev IFETIME CHARCOAL ASPHALT SHINGLE ROOF — — `♦ Project Title: OF GABLE= LIFET MECHARCOAL / ASPH TSHINGLEROOF 1 OF WINDOWS To dRid a PROPOSED NEW DWELLING: i --c-- m>r, `EIev.W0.05 DART TYPICAL 6'x Yd'PRECAST PANEL \ ' 9 _ S ENCE '•� TYPICAL 8'PRECAST HEADER \ L..C.FLAT ROOF ON t [EE) [O - :,�'; 'a>� `♦ 7430 INDIAN NECK LANE, / YWINDOWS ITYP.1 ,i.; ;:.). ^ PECONIC NEW PORK 11958 T NSecrond Fb r �� 11 �• Top Plate Donnen ere p¢abTe 'I' �y •/• - - - ,�., __�, rev—.30 � Ebv.+30.55 / J m To Plan Bedroom lq P '1•n e +A ER 2 u TYP. RECAST HE i LIJ Ronald Zakar - Y i I 1. 4 1 i n �I I - I - 1 — 1 — 9 9 I - I - I - o 0 18 � 1 D ,3 1 1 I 6 61 I 0 t99 ,99 o — D OS f O 07 03 _ E D AZEK P L - 1 - O Q R 07 ,0 07 ,0 0 \� � !o o PAL 0 9 0 P L 9 91i 9 9f 1 r� I \PR rY►N T.ECAS PANEL _� EYOND1 rst Fl lev 19 5BTe N Fin t FloorTo o R oor P •y-1�•p� ...T ,._:A E � ' - AVER G •� EXISTING �, `_ , ,.. .. � ..�, :. EXI ST.AVG. Errehn Av rodeAll 4 ev. . Y,. �r AZEK PANEL RICK VENEER AZEK PANEL ON BAY - - g DE BRICK VENEER d. rr RA GRADE G WINDOW BUMP-OUT (/��(� BLACK ALUMINUM CLAD (elev. +10.8) WINDOWS AND DOORS (elev. +10.8) FRONT ELEVATION (NORTH) SKY PLANE DIAGRAM a�� MAX. ALLOWABLE BLD. HT. Revisions -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- � +53.0 � � —� ` No. Date Description (elev. ) 1 1 \ 1 06-19-25 100/a C.D.s OF GABLE= 1OF DORMER= OF WINDOWS } / t 1 OF GARAGE DOORS � / Top EIev.M54740 — \ IFETIME CHAR OM \ ASPHALT SHING EROOF / 9 \ rrrr Top Plate Dormer \ Elev.+36 3, STANDING SEA METAL ROOF ' 1 i 29 5 CeiRn of Fnt Fbor EIev.* C.C.FLAT R \ �—�',�I Top N Athc shove Gara e LE Slav+76 — _ � -• - -_ - WNER SELE -- 1',;^ CT D6'x24'BRACY.ETS r. 7q - }' STUCCO VENEER L _ t FL ��®® ®��® - o o I I , 75 0 1 b 60 q 4 „ I O AZEK PANEL' I r� -- 29 ITo of Fint Fbor Elev.N9.5 -- ---- - - -` � — _ ❑ 30 � ( T4 EXISTING AVERAGE -�— � e lab EXI ST.AVG. - Top Gara S GRADE GRADE (elev. +10.8) (elev. +10.8) SIDE ELEVATION (WEST) SKY PLANE DIAGRAM 2 MAX. ALLOWABLE BLD. HT. -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- (elev. +53.0) / OF GABLE= OF GABLE= - JOF WlflDOWS= �OF WINDOWS= ' OF BAY WINDOW OF BAY WINDOW OF GABLE= OF WINDI � OF ARCHWAY OF GABLE= ---- ------ OF WINDOWS / 1 18 :a 14 _ y _ _ ¢e• ar u� _ • c.... ... ... ['i. J r � .J.7 ,, . .. _ . ..:. • ;....: _— _ _ _ __�'_ .cif • t I ^ I, y — - P u I (L 49 -9 II u CD 4CD _ - i - I — a 4 109 9 17 73 13 f 17 1 1 O ,O O O O O I � I 26 01 • EXI ST.AV EXIST.AVG. , , . - „ Alk GR GRADE (elev. +10.8) (elev. +10.8) REAR ELEVATION (SOUTH) SKY PLANE DIAGRAM 3 MAX. ALLOWABLE BLD. HT. �/_(elev.-- +53. -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --.--�,` / ) .OF GABLE= JOF WINDOWS= OF BAY WINDOW I ` - - --- - _ _ ---- _= _-- - - _ - ------_ — — — — — — Drawing Title: SKY PLANE •' — _ —--- — — -- _ — — % --- -�� \� DIAGRAMS 00 - 1 311 - , , _ — , _ 75 0 I , E _ 4 - o : O I e, Scale: O �O O - 02 A 77� 115 4 4 O O O - t, ti ", I IO AS NOTED - EXISTING AVERAGE _ _ __ EXIST.AVG. Date: __ __ __ --- -- -- -- --- JUNE19, 2025 GRADE GRADE Drawing Number: IM (elev. +10.8) SIDE ELEVATION (EAST) SKY PLANE DIAGRAM (elev. +10.8) 4 _ I GENERAL NOTES AND SPECIFICATIONS N. Window fall protection shall be provided where needed per Code Code Section R402.2 and ASTM C 1157. All concrete shall be air 6.0 CARPENTRY: 7.8 Provide all interior and exterior sealants as required consistent with DELETE SECTIONS 11,12, 13& 14, NOT APPLICABLE kits shall be white and baffles to be white. All bulbs to be 2700K LED Ronald Zaka Section R312.2 entrained between 5%and 7%max. 6.1 All lumber and labor shall comply with all local, state and federal common practices for interior finishes and extedorwater I weather dimmable lamps. Contractor shall provide all bulbs and LED strip 0, Protection of wood and wood-based products from decay& 3.9 Reinforcing bars: ASTM A 615,grade 60 steel per R404 welded wire authorities having jurisdiction. proofing. 15.0 PLUMBING/HVAC: lighting. RZ architecture & design DART RESIDENCE, SOUTHOLD, N. Y. termites shall comply with (I.R.C.)Sections R317 &R318. fabric:ASTM A 185(15"x 6" 1,411.4):steel Wre:ASTM 6.2 New exteriorwalls to be 2"x 6"at 16"o.c.with single sole plate and a. Interior sealants shall be silicone base-paintable,white or clear, 15.1 Provide all necessary roughing for complete installation per plans. 16.7 Provide power for exterior outlets on dedicated circuits. 0.28 Upon completion of the work, the contractor shall have all areas A 82. double top plate. Notching and drilling o'all studs shall comply with Code b. Exterior sealants shall match color of adjoining material and shall 15.2 Provide and pay for all necessary inspections, tests, and approvals, 16.8 Provide line voltage with battery backup 2 stage smoke detectors 11 Stewart Avenue R Z ARCHITECTURE & DESIGN - RONALD ZAKARY ARCHITECT cleaned included but not limited to vacuuming,washing and polishing. 3.10 Set 5/8"round x 18"long anchor bolts not more than one foot from comers Section R602.6. be silicone base,exterior grade. 15.3 All fixtures and fittings to be provided by the Owner and installed by (Ionize/smoke detection)per code requirements(R 314& UI 717)and 0.29 1 he General Contractor is responsible, during all phases of work,for all and spaced 32"on center per Code R403.1.6. Set anchor bolts either 6.3 Interior partitions to be 2"x 6"at 16"o.c.Wth single sole plate and double C. Provide backer rods at all exterior masonry caulk. the General Contractor. NFPA 72- one in halfway outside sleeping areas and one in each Huntington, NY 11743 'THESE SPECIFICATIONS HAVE BEEN PREPARED FOR THE COMPLETION construction means, methods,techniques, sequences, procedures, and side of all openings and a minimum of two bolts in any one sill. Provide top plate. 7.9 Provide insulation in all walls and ceilings containing plumbing lines. 15.4 All plumbing work shall comply with all applicable codes and standards Bedroom and one in Garage and in Basement as needed. Provide one Tel. 516-922-5680 OF THE NEW DWELLING LOCATED AT 7430 INDIAN NECK LANE, safety precautions connected therewith. minimum 7"embedment. Anchor bolts to be double hot dipped 6.4 New exterior wall sheathing shall be 5/8"CDX ply wood -secure to Insulate all interior walls and both floors with Roxul sound deadening and Code Chapters 25-32. Install fixtures and fittings in strict CO detectors on each floor including basement level and attic per Code RonZakaryggmail.com SOUTHOLD, N.Y.. FINAL DRAWINGS AND SPCIFICATIONS DATED JUNE 0.30 The General Contractor is responsible for the coordination of all Galvanized(rated to be in contact with ACO lumber)-with approved 3" framing per Code Table R602.3(l). Extend ply wood to top of top plate insulation. accordance with manufactures instructions. All water supply piping and R315 &UL 2034. Provide heat detector in the garage and attic. 19,2025, BID FORM DATED JUNE 18,21025, STRUCTURAL DRAWINGS AND necessary inspections during work as well as for final building square washers. and no joints shall be allowed at floor lines per drawings. 7.10 Provide lead coated copper eave flashing. piping for heating(except radiant)shall be copper. 16.9 Install exterior water proof(GFI)outlets as indicated. CIVIL DRAWINGS COMPRISE THE COMPLETE SET OF FINAL BID AND department approval and for obtaining the N.Y.S. Underwriters 3.11 No admixtures shall be introduced into the concrete without written 6.5 Roof sheathing shall be 5/8"CDX plywood. Provide 1/8"gap between all 7.11 All roof flashing to be lead coated copper including hip caps and perimeter 15.5 Connect new waste lines to new septic systern designed by Northcoast 16.10 Provide ground fault interrupter circuits and arc fault surge protection to CONSTRUCTION DOCUMENTS,PLUS THE ENERGY CALCULATIONS Certificate and the Certificate of Occupancy/Completion. approval from Architect and Engineer. sheets of sheathing per manufacturer. Install per(I.R.C.)Table R602.3(l) flat roof flashing. Civil. code. Project Title: PREPARED BY HOME ENERGY SOLUTIONS. 0.31 The General Contractor warrants that it is expert in the type of 3.12 Provide continuous damp proofing on all new foundations Wth approved and Code Section R803. Flat roof sheathing and chimney sheathing shall 7.12 Do not apply roofing materials to damp, frozen,dirty or dusty deck or 15.6 Insulate all hot and cold water lines. 16.11 Install new outlets per code requirements and as indicated. Interior construction work and method of construction required here under. By rigid insulation cover per Code R406. System to extend to bottom of be 1/4"Advantek-glue&screw. to surfaces unacceptable to manufacturer. Deck surfaces shall be dry 15.7 Connect all roof leaders to new dry wells-per plans by Civil engineer. outlets to be in base molding as code permits. PROPOSED NEW DWELLING: 0.0 GENERAL NOTES &SPECIFICATIONS: submitting a Contract Price, General Contractor is deemed to have footings including 45 degree cant. Backfill shall be clean bankrun or 6.6 Ceiling joists to be as noted on plans. and free from snow and ice. 15.8 Provide two new Buderus or Lochinvar(or approved equal)gas 16.12 Provide Wring for heating and air conditioning systems as required. 0.1 The Contract Documents consist of the Owner-Contractor represented that its firm, supervisory staff and workman are expert approved equal not until walls are properly braced per Code R404.1.7. 67 New main roof rfters to be as noted on framing plans. Provide diagonal 7.13 Provide rigid insulation at perimeter of foundation per Code Section (propane)fired direct vent condensing boilers-size of boiler to be 16.13 Electrical Power and lighting shall comply with the 2020 Residential Code agreement,the Architects Construction Plans, Specifications and and experienced in the type,method and performance of work Damp proofing shall be installed on egress window walls,garage walls bracing at spans greater than 14'. R405 to protect water proofing-assume 1 1/2"-2"boards. determined by heating contractor and Warmboard supplier and of New York State, all governing agencies and with all the ",ART Instructions to Bidders and all addenda(if any). required, including the work necessary to produce the best possible and porch walls. 6.8 Provide 2"x 6"treated ACO sill plates at all new founclations-in 7.14 Provide all roof and thru wall lead coated copper flashing as specified in necessary work included in base bid. Boilers to accommodate the requirements of the Underwriters Laboratory. 0.2 The intent of the Contract Documents is to include items for the aesthetic appearance for this project,consistent with the Contract 3.13 All concrete placed into forms for a vertical height of more than 36" accordance with Code Section R317&AWPA-W1. division 5. following zones: 16.14 Power and lighting distribution systems shall comply with N.E.C.A., the RESIDENCE proper completion of the work. Any omission in the description does Documents, and to have offered such expertise and experience as an shall be vibrated. 6.9 Provide new�44"Edge Gold sub floor throughout second floor and attics- 7.15 All insulation shall have a flame spread rating not greater than 25 and 1 Provide multiple zones of radiant heat throughout the entire first National Bureau of Fire Underwriters and all other governing agencies. not relieve the General Contractor of delivering a completed project in inducement to the Owner to enter into an Agreement with the General 3.14 Provide all beam pockets at all beams as noted and as required, glue and screw down. It shall be the contractor's responsibility to provide smoke developed index not to exceed 450 per ASTM E84& Code floor of the residence including the Garage, breezeway and rear 16.15 Coordinate power requirements and installation of the service with Power 7430 INDLAN NECK LANE, accordance with the accepted praciice. Contractor. 3.15 Provide sleeves in foundation for all utilities as necessary. floor material alignments throughout. Install per Code R503. Provide Section R302.10. Exposed attic insulation on floors shall have a critical authority as required. Provide temporary power as necessary. 0.3 The Owner and Architect have the authority to reject wor<which 0.32 The General Contractor shall arrange with the Owner for proper 3.16 REINFORCING: additional layers of subfloor in all rooms scheduled to receive wood. radiant flux not less than 0.12 watt per sq. cm, 2) Provide three (3)hydronic forced air zones of heat in the residence 16.16 Label all circuits on panel boxes. Leave minimum of 20 spares for future PECONIC, NEWYORK 11958 does not conforrn to the drawings. The Contractor,at no additional storage of materials on the site so that all is done in an orderly and a. All reinforcing bars are to be the diameter shown,deformed Enbre first floor to receive 1 1/8"thick Warmboard. Contact Warmboard 7.16 Provide lead coated copper flashing pans at all exterior doors, all water -one on the second floor, one on the first floor(Great Room and use. cost to the Owner or Architect,shall correct all work rejected. secure fashion. intermediate grade billet steel having a design strength of for a radiant heat layout throughout the entire first floor. facing windows and all windows Wth sills within 12"of root below. Solder Master Suite zones)plus one zone in the basement. Coordinate 16.17 General contractor shall verify final locations (heights)of all fixtures, 0.4 Should the Drawings and/or Specifications, in the opinion of the 0.33 All site work including but not limited to storm water disposal and sewage 40,000 PSI per Code Section R404.4.6 and ASTM A 615.A 706 or 6.10 Install window, door, crown and base moldings throughout residence as all joints. zone allocations with Owner. outlets and switches. etc.vvith Owner prior to roughing. Ronald Zakary Contractor, show additional work, or work of more expensive character system shall meet the requirements of all agencies having jurisdiction A 996� selected by Owners(provide allowance for all moldings-paint grade or as 7.17 All windows and doors shall receive drip caps. 3) Provide one steam generator as required- 1 per floor,or as 16.18 All lighting fixtures and electrical equipment shall be UL aloproved. than of accepted practices, it shall be the duty of the Contractor to including but not limited to the Suffolk County Department of Health. Site b. Typical cover for all reinforcing shall be three (3)inches noted and install all new moldings throughout): 7.18 Lightly stuff insulation around all window and door frames and spray in all deemed necessary. 16.19 Coordinate with all Owner retained trades including telephone, notify the Architect in order that proper adjustments may be made. design,sanitary design,grading&drainage and retaining wall engineering unless otherwise directed. 1. Door&winclow casing =5"casina throughout residence. perimeter spaces at first floor framing (box). 4) Provide for mechanical fresh air(Energy Recovering Ventilators)as cable, security and audio/visual. The Contractor shall assume full responsi i bility for work done, or is per plans prepared by Northcoast Civil. 0. All bars are to be continuous unless specific lengths are 2. Base molding =9 1/2"two piece ihroughout residence with shoe. 7.19 All exposed spray insulation shall have proper fire rating per code required because of mechanical System designs and house having 16.20 Contractor shall gang all adjacent switches. climmers &timers. 0,34 The Owner, at the contractor's direction, shall secure the services of aa shown. All splices are to be forty(40)bar diameters min. Install outlets in base molding. requirements, spray insulation. 16.21 Segregate lighting circuits from convenience outlets. D A)�C materials substituted,without written approval from the Architect, if such work or material contrasts with the Contract Documents, licensed land surveyor for foundation stakeout, foundation as built and a d. Welded Wre fabric(WWF)is to be not less than 40,000 PSI. 3. AlI windows to receive casing,skirt and have window sills. 7_2 0 Roof shingle installation shall be completed by a certified installer and 5. In addition to the above, provide Runtal baseboard hot water 16.22 All W d ng sh all be copper(wire gauge per code requ irements). �C7 Drawings or Specifications previously approved. final survey. e. All reinforcing is to be securely fastened to resist movement 4. All openings between rooms shall have 5/4"x flats stock plus shall provide the Owner with the written guarantee, heating throughout the first floor. 16.23 Provide allowance for five -two lamp security spot lights on motion 0.5 The latest edition of the General Conditions of the American Institute 0.35 The General Contractor shall provide the Owner with release of liens during concrete placement. typical casing. 7.21 Provide Kemper flat roofing or approved equal at flat roofs-pitched as New system to be installed as follows: sensors Wth Light sensors-coord. locations with Owner and architect. of Architects shall govern and be made part of these specifications. documents including the General Contractor, all Sub-Contractors and f. Provide reinforcing in all foundation walls and footings as per plans. 5. Kitchen crown molding by Kitchen contractor. prescribed by the manufacturer. Provide 30 year written warrantee. a. Provide Taco circulating pumps for all heating zones. Provide over-ride sWtches from Kitchen and Master Bedroom. 0.6 DISCREPANCIES: their suppliers. g Provide 245 bars around all openings unless noted otherwise, 6. Provide allowance for paint grade crown moldings throughout as 7.22 Provide two layers of rolled on concrete sealer in basement(walls and b. Provide isolation valves for each zone. 16.24 General Contractor to run CAT 6 Wring to all spaces. Coordinate location 1. Whenever there are cliscrepncies between the Drawings 0.36 General Contractor hereby specifically acknowledges that the h. Basement interior footings to have reinforcing as specified. selected by the Owner. floors)prior to framing. Provide one layer on floor prior to framing and C. Provide all necessary vviring. of basement IT closet with Architect. Provide low voltage exhaust fan, or the Drawings and Specification, the General Contractor Contract Documents are full and complete, and sufficient to have 3.17 Provide precast dry wells per site plan as designed by Northcoast Civil. 6.11 Provide collar ties throughout all roof framing as noted. second layer on floors prior tin installing finished flooring materials. d. Provide new 100 gallon indirect hot waterstorage tank or as clucted to the exterior. shall contract for, provide and install the better quality or enabled it to determine the cost of the work and that the drawings, 3.18 Garage slab to be polished and sealed with epoxy finish. 6.12 All roof rafters on each side of ridge to be connected together with metal 7.23 Provide lead coated copper crickets as indicated plus flashing at chimney otherwise required to accommodate new residence. 16.25 Provide temporary electric service as required during construction. (P greater quantity of material cir work called for, unless the Specifications and all addenda (if any)are sufficient to enable the 3.19 Provide interior concrete pier footings as indicated-top of footings strap per plans. and step flashing. e. Provide Nest or equal thermostats for all zones-coordinate all 16.26 Provide new cable and phone services to residence. 0 .. ,7 0 otherwise ordered in writing. General Contractor to construct the work outlined therein in bottom of slab. 6.13 Provide micro lam headers as indicated on framing plans-as 7.24 Provide vinyl weeps at alI brick veneers at 24"on center as prescribed by locations with Owner prior to installation. 16.27 Provide allowance for ten dedicated circuits for landscape lighting. 2. Written dimensions (or notes regarding alignments or accordance With all laws, and otherwise to fulfill all of its obligations 3.20 Saw cut control joint in the basement and the garage slabs as necessary manufactured by TJI. Provide 3"min.end bearing -nail multiple units the manufacturer. f. Heating systems to be installed in strict accordance with 16.28 Provide two 4"PVC conduits for future use from mechanical mom to attic. centerlines)shall govern OVE!r scaled dimensions. under the Contract Documents. In addition, if General Contractor to prevent cracking, together as recommended by manufacturer(3 rows, of 16d @ 12"o.c.). 7.25 Provide R10 rigid insulation at Breezeway foundation from slab to 24" manufacturers requirements. 16.29 Install Owner provided gas fired generator and transfer switch. DO NOT SCALE DRAWINGS. performs any construction activity and if it knows or should have 3.21 Provide R-10 rigid insulation with stucco finish and lead coated copper cap Provide lateral bracing per manufacturer. All flush framing into micro lams below grade. Provide lead coated copper cap flashing and stucco veneer g. All heating equipment including type and location of 16.30 Provide electric sh utoff valve for water main. 07 The Architect shall not be responsible for the performance of or the known that any of the Contract Documents contains a recognized flashing at the perimeter of the foundation at the breezeway. Extend down shall be secured with 1 Od nails. Provide glue lam beams in conformance where exposed on fiberglass mesh. thermostats and zoning to be approved by Owner. 16.31 Install interior outlets in base molding. work of the General Contractor and any other subcontractors, nor error, in consistency or omission, General Contractor shall be 24"below patio level. with Code Section R502.1.3. 7.26 Provide 2"closed cell spray insulation in all exteriorwalls plus RI 1 batt. h. Provide radiant heat with 4 way boiler tempering mixing valves with 16.32 Provide two dedicated circuits for electric cars in Garage-provide shall he guarantee the performance of their contracts. responsible for such performance and shall bear the cost for 3.22 Provide foundation drainage in conformance with Code Section R405. 6.14 Minimum header at any opening=2-7 1/2"micro lams. 7.27 Provide 8"Roxul insulation between first and second floor and 4" motor controlled by outdoor weather reset. retractable ceiling chords for two garage bays. Revisions 0.8 INTERPRETATION OF DETAILS: correction thereof. Provide perforated piping and filter fabric at perimeter of all footings-pitch 6.15 All load bearing partitions shall be cafted at mid span. All cat's shall be acoustical insulation in all first floor walls. i. Radiant heat to be manufactured by Radiant Technologies or 16,33 Coordinate with Owner retained AV contractor for all equipment and If the Contractor or any subcontractor objects to any details 0.37 Provide temporary exterior port-a-san for duration of project. pipes to dry well. Provide 12"clean gravel around piping. ripped clown 1/8"to avoid being proud of studs. Provide solid blocking 7.28 Provide optional bid for imitation slate by Davinci. approved equal. speaker locations. No. Date Description contained on the construction documents, he shall submit such 0.38 Energy calculations, HERS Certificate and Manuel J calculations are 3.23 Provide 6"reinforced concrete slab at generator-coordinate utility behind all base and upper cabinets,vanities,at shower enclosures and as j. Test all radiant heat with pressure tests. 16.34 Coordinate with Owner optional 'smart home'technology and budget for objections to the architect in writing within six (6)days after issuance completed by Home Energy Solutions-Mr. Glen Lamay at 631-673-0664. penetrations. needed. 8.0 DOORS AND WINDOWS: k. Provide direct vent gas fired condensing Lochinvar or Buderus high same. Assume for Family Room, Kitchen. Master Suite and all outdoor 1 06-19-25 100%C.D.'s of details. Failure to do so will be construed as contractor's acceptance. 0.39 Provide six foot high chain link construction fencing as prescribed by the 3.24 Coordinate all related site concrete work&paving with landscape plan. 6.16 Provide 1"x 8"Azek fascias. Rakes to be 2 piece 1"x 8 and 1 x 3 Azek. 8.1 Provide two panel 13/4" MDF raised interior doors per plans-to be efficiency boilers or approved equal. Provide outside reset lighting. 0.9 MEASUREMENTS Village and in order to maintain a safe jobsite. Provide locked gates. 3.25 Drop top of foundation at overhead Garage doors 8"below top of Garage All soffits to be T& G Azek bead board. selected-installed in strict accordance with manufacturer's instructions. controls. 16�35 Provide outlet covers with built in LED lights-assume 15 locations in Before ordering any materials or doing any work, the contractor shall 0.40 Provide Wre backed silt fence and hay bales at the perimeter of the slab. 6.17 Provide cathedral &tray ceilings as indicated. Provide coffered ceiling in Final selection of panel design per Owner and Architect. L Coordinate all equipment efficiencies with the specifications by Halls and Mud Room. Coordinate with Owner. verify all measurements at the building and the site and shall be disturbed area or as required by the Village. Protect street and curbing 3.26 Provide 1/4"notch in slab at inside edge of Garage cloor. the Family Room. 8.2 Install all Owner provided interior door hardware including front door. Home Energy Solutions. 16.36 Provide power for electric shades as per Owner in Great Room and responsible for the correctness of same. No extra charge or during all stages of construction. Care shall be taken during construction 3.27 Foundation walls to have reverse framing shelf as indicated. 6.18 All closet interiors to be completed by Owner retained contractor. 8.3 All winclows &exterior doors shall be manufactured by Marvin-Ultimate m. All Mechanical work shall be completed per Code Chapters 12-16. Master Suite. compensations will be allowed because clifferences between to maintain a safe and secure jobsite. Coordinate staging locations with 3.28 Piers between Garage doors to have 445 bars vertically and#4 cage at 6.19 The carpenter shall do all cutting and fitting of his woodwork required series aluminum clad windows-color as selected by Owner(assume n. All blowers to have HEPA filters. 16�37 Provide outlets with USS ports in all rooms-coordinate with Owner. actual dimensions and the measumments indicated on the drawings; Owner. 8"on center. by the plumbing, heating and electrical contractors or any other black for bid purposes). Windows to be Aluminum clad,double pane 15.9 Provide complete central air conditioning systems throughout residence 16.38 Provide a sub panel in the second floor for future power and lighting. any differences which may be found shall be submitted to the architect 0.41 Provide all new utilities to the job site as necessary and provide for all 3.29 Coordinate Breezeway slab and foundation pour with utility conduits mechanics to install their work. Insulated, 7/8"S.D lite,Low E Argon filled glass,with integral screens and -four zones total (as outlined in heating above)-coordinate zones Wth 16.39 Provide ample circuits to the Garage attic for outlets and lighting. for consideration before proceeding with the work. necessary pen-nits and inspections for same. between the basement and Garage. 6.20 All structural wood framing(headers,posts,floorjoists and roof pre-pdmed. Provide extension jambs as necessary in 2 x 6 construction. Owner. All equipment to be 16 seer by Carder,Trane or equal, Provide 16.40 Provide power for electric screens on rear porch. 0.10 RESPONSIBILITY: 0.42 General Contractor shall coordinate all utility locations with the approved rafters)shall be Douglas Fir#2 and better,s-dry as follows: Units to have white jamb liners and coastal hardware. Complete shop all new insulated/sealed ductwork due to new codes and 3 air changes Each contractor shall be responsible for all material furnished him and subdivision plan. 4.0 MASONRY: Bending stress =850 PSI (single) drawings shall be provided to the Architect for review prior to per hour maximum for blower door test, The location of all diffusers for the execution of his work in accorclance with the true intent of the 0.43 General Contractor agrees to work only during the hours prescribed by the 4.1 Paths, patios, and driveway to be completed by GC. Provide separate Sending stress = 1,000 PSI(repetitive) ordering. All grids in windows and doors to have spacer bars. ALL grilles to be reviewed with Owner and Architect prior to installation. drawings and contract.He shall provide without extra charge all Village. bids for each item. Fiber stress = 1,400,000 PSI WINDOWS AND FRENCH DOORS SHALL HAVE DESIGN PRESSURE 15.10 Provide complete system of supply and return (insulated& sealed)ducts incidental items required as part of his work even though not 0.44 Provide RCA temporary parking I staging areas off the street as 4.2 Provide bluestone pavers at front porch and rear porches/patio&paths 6.21 All lumber in contact with concrete /masonry shall be treated RATING SUITABLE FOR THIS WIND REGION. Provide screens for all to be utilized for central air conditioning. particularly indicated or specified. necessary. as selected by Owners and landscape architect. in accordance with current code requirements. Sill plates to be windows and doors. 15.11 Both heating and air conditioning systems shall be designed, installed, 0.11 DEVIATION S: 0.45 Owner retained landscape architect shall make the selections for all 4.3 Sealing of stone to be completed by contractor as prescribed by the stone 2"x 6"and 2"x 4"ACQ. The General Contractor shall be responsible to 8.4 All glazing in hazardous locations per Code Sections R308.4 and balanced, and/or adjusted by contractor to provide for the distribution of The owner reserves the right at any time during the progress of the exterior hardscape finishes &details and for complete landscape plan. manufacturer. ensure that the proper means of protection are utilized during the R301.2.1.2 shall be tempered including glazing in and adjacent to all heat and air conditioning to all spaces. work to deviate from plans or specifications. This will not invalidate 0.46 Septic system shall be installed and inspected by the DEC and Northcoast 4.3 Clean all masonry work at completion of work with approved acid wash handling, cutting,drilling, etc. of all treated material. doors. and in locations meeting all of the following criteria: 15.12 The first 10 feet of all supply and return ductwork leaving and the contract. An allowance or deduction will be made. Civil and contractor shall obtain DEC approval in writing. or as recommended by manufacturer. 6.22 Cutting of the floorjoists to a depth of 1/16 of the joist depth shall be a. Exposed area of an individual pane is greater than nine(9)square returning the air handling units shall be lined with 1"acoustic lining. 0.12 EXTRAS: 4.4 Provide full bed brick veneer where indicated on residence &cut brick permitted except in the middle third of the span per Code Figure R502.8. feet. The balance of all ductwork shall be insulated with 1 1/2"314 lb.density, Bills for extras will be allowed only when work is ordered in advance in 1.0 SCOPE OF WORK: veneer on chimney-to be selected by Owner. Anchor brick to substrate Notching, drilling or cutting of TJI/micro lam floor joints shall be in b. Bottom edge less than eighteen (18)inches above the floor. lapped and tied with fiberglass tying cord or as required for code writing. 1.1 Construct new single-family dwelling as outlined in the construction at chimney and walls as recommended by manufacturer-including wi ufacturer's instructions. Maintain copy of installation C. Top edge greater than thirty six (36)inches above the floor. compliance and to meet blower door test minimum standards. 0.13 TEMPORARY HEAT&POWER: drawings, specifications and as otherwise required including breezeway adjustable ties and stainless steel clip angles-screwed to studs or drilled instructions on site. d, One or more walking surfaces within thirty six(36)inches 15,13 GUARANTEE AND SERVICE: The General Contractor shall provide& maintain all heat required for the and attached three car Garage. into concrete retaining f foundation vvalls. to distribute weight of stone 6.23 Double joist or provide ladder joists at 16"o.c. under all partitions horizontally of the glazing. The contractor shall guarantee and service the air conditioning proper execution of the work. A minimum temperature of 55 degrees F. 1.2 Landscaping, lawn, landscape lighting& sprinkler system-bid separately. evenly on frame structures. Provide Gravity cavity drainage mat behind all running parallel to same. At wet locations provide space between 8.5 Provide and install interior and exterior doors as indicated on plans in system for a period of three years from final acceptance by the owner. shall be maintained during appropriate stages of the work. The contractor 1.3 Provide new site grading&drainage, driveway, paths, terraces, drywells brick veneers as manufactured by MTI or approved equal. Install as double joists and block solid at four feet on center per Code Figure strict accordance with manufacturer's instructions, 15.14 Provide all power Wring as required in this section. shall coordinate with local power authority the provision of a temporary and retaining walls in strict compliance vvith all codes as engineered by prescribed by manufacturer. Anchor full bed brickto framing with R502.2. &6 All exterior doors shall have vveather-stripping as part of their assemblies. 15.15 Properly support all ducts, blower and piping to structure to prevent any electric service. The Owner shall be responsible to pay for all temporary Northcoast Civil. adjustable galvanized anchors @ 16"on center in both directions. Provide 6.24 All lumber shall bear grade stamps, 8.7 Contractor to provide heavy duty pocket hardware in all pocket doors- type of vibration. utilities. 1.4 Provide construction fence during all phases of construction as dictated by lead coated copper thru wall flashing at base of walls and vinyl weeps 6.25 Provide minimum 3-2"x 6"posts below structural beams I header unless Hafele or approved equal. 15.16 Provide necessary exhaust fans to all Bathrooms and in the Laundry 0.14 TEMPORARY ENCLOSURES: the building department and as needed for a secure site. Provide hay @ 24"on center. noted otherwise. Block solid to foundation or framing below. 8.8 Contractor shall verify dimensions and quantifies in the field and Rooms per Code M1 507. All temporary enclosures shall be provided whenever needed either for bales and silt fence as needed to prevent any erosion during construction. 4.5 Provide lead coated copper flashing over ice and water shield where 626 Provide all necessary temporary bracing, shoring etc.,until all framing report any discrepancies to Architect. All rough opening dimensions 15.17 Fumish and install clean outs at the end of each horizontal run and at the protection from weather or to protect the building agains,entry, theft 1.5 Construct rear covered porch as indicated. exterior patios/stoops abut wood framing and at R-10 rigid insulation at and sheathing is in place. for doors and windows are the responsibility of the General Contractor. base of all vertical waste and drainpipe. Clean outs shall be of same size or construction damage, 1.6 Construct rear terraces,driveway, paths and patios as indicated. breezeway perimeter. 6.27 Provide fire stopping&blocking of the t�pe and location per Code The contractor shall review the door swings with the owner prior to as pipes they serve. 0.15 General Contractor to coordinate with owner's audio/visual contractor 17 Provide new water, propane tanks, cable and buried electric services to 4.6 Provide weather fight lead coated copper flashing cap at chimney, R602.8 and draftstopping per R502.13. placing any door orders. 15.18 Provide a complete system of risers, connecting into waste lines-to exact locations of all equipment, speakers,wiring and cable Wing. the new residence. 4.7 Contractor shall set up sample panel of brick veneer for Owner and 6.28 The contractor shall be responsible for any modifications which may be 8.9 Repair/replace materials and finishes damaged as a result of install. code. All plumbing materials shall meet Building Department's 0A 6 General Contractor shall coordinate with owner's telephone f cable and 1.8 The basement shall be unfinished as part of the construction project as Architects review and approval. Brick to receive whitewash suitable to required by the Building Inspector,within the scope of the Contract as 8.10 Maintain hardware protective coverings until final acceptance. requirements, All waste lines to be as allowed by the Town-provide alarm contractor's exact locations of all equipment,Wring,etc. indicated,with the exception of the finished vestibule and the storage I allow the brick to'breathe' and achieve owners desired finish. set forth in the plans or as outlined in proposal, at no additional charge 8.11 Hardware shall be accurately located,securely fastened and operate for cast iron drops from the second floor for acoustical purposes. All 0.17 Any deviations from the construction documents withoutwdtten mechanical room as indicated. 4.8 All masonry materials shall be installed as prescribed by the manufacturer. to the Own er or Arch itect. smoothly. supply piping for domestic water and heating shall be copper. approval from the architect shall bE!the responsibility of the General 1.9 The second floor shall remain unfinished including the Garage attic. 4.9 Provide W'stucco veneer on residence as indicated Wth diamond 6.29 Materials for millwork shall be kiln dried to a moisture content less 8.12 All exterior doors(including French Doors)shall be keyed alike - 15.19 Plumbing contractor shall provide systern design, materials,methods Contractor. Any corrective work requested by the Owner and f or 1.10 Provide three stop elevator. galvanized mesh. Finished stucco texture and color(to be impregnated than 12%. coordinate with Owner. and labor necessary to satisfactorily accomplish the objectives, as Architect based upon unauthorized changes on the part of the General 2.0 SITE WORK I DEMOLITION: into the stucco)to be selected by the Owner. Build out all stucco veneers 6.30 Provide allowance for new stairs&railings per code, including Garage 8.13 Provide new B Label fire rated self closing door between Garage and Mud designed on drawings and in specifications. Contractor, shall be completed by the General Contractor at no 2.1 Site to be kept in broom clean condition throughout all phases to the same thickness as the full bed brick veneers to achieve a recessed attic stair&rails. All stairs shall have a minimum clear headroom of 6'-8" Room and at mechanical room. 15.20 The contractor shall verify all field dimensions and install items with necessary clearances for his work and the work of other trades. additional cost to the Owner and with no effect to the timeline of the of work. General Contractor and Subcontractors shall, upon window look. Provide stucco returns at all exterior openings. and railings shall comply with all applicable code requirements. 8.14 Provide allowance for the Garage doors &openers with remote project. completion of all work, promptly remove from the property any 4.10 All exterior stairs to have typical brick risers and bluestone treads. 6.31 Neatly and accurately secure joints so they are fitted tight,blocked capabilities and safety eye. Garage doors and hardware to be installed 15.21 If cutting of structural members is necessary, the architect shall have the 0.18 These Contract Documents,and all copy rights contained herein, are and all tools,scaffolding,equipment and surplus material. In the 4.11 Provide 6"-12"clean.self-compacting gravel below basement and garage and put together to avoid opening. Cou,)tersink all nails at all trim, per Code Section R309.4& UL 325. authority to require additional framing to compensate for hole(s). the sole property oil the Architect and cannot be used for any other event the same shall not be removed by General Contractor and slabs and porch slabs-set on 95%compacted soil. Properly compact soil The painter shall be responsible to caulk all trim,fill and sand holes- 8.15 Provide allowance for two wood/insulated glass rear arched doors. 15.22 Provide shutoff valves to all fixtures. Provide four hose bibs on the means. Subcontractors after five (5)days written notice, the Owner shall be at porches and garage to avoid any movement. ready to paint. hardware,&casings. house with interior shutoffs and drains to winterize. Coordinate locations 0.19 The contractor shall visit the site and examine the nature and bearing entitled to remove and discard the same without further notice and 4.12 Provide stucco veneers where indicated including on interior face of 6.32 All cabinetry to be bid separately including cabinets& counters in Kitchen, 8.16 All tub/shower enclosures to be completed by Owner. with Owners. power of the soil and report any unstable conditions to the architect. without liability to General Contractor and Subcontractors, and General egress winclow walls. Laundry Room, Pantry, Mud Room, Family Room, bath vanities& 8.17 Provide attic access panels where necessary& pull down stair. 15.23 The contractor shall subject supply and waste piping to pressure tests as The contractor shall be responsible to report any unstable conditions to Contractor and Subcontractors shall be liable to the Owner for the 4.13 Provide bluestone cap on egress winclowwells. Metal grates to be flush counters, storage rooms,garage cabinets,closets,etc. Provide 8.18 Provide floor mounted mushroom tab door stops at all doors-selected by prescribed by the local plumbing code and obtain from the inspector the Architect prior to pouring footings. The owner is responsible to retain costs so incurred by Owner. with bluestone. allowances in bid as placeholders. Owner. acceptance of the system. the services of a soil engineering company toverify a minimum of 1.5 tons 2.2 Provide all necessary protection of exterior landscaping and 623 Provide six(6)8d nails at both ends of all 20 gage metal straps. 8.19 Provide allowance for basement Bilco doors-to be selected by the 15.24 Work under this section shall comply with codes and regulations of the per square foot soil bearing capacity. shrubs, etc. to remain. Provide 6' chain link construction fencing as 5.0 METALS: 6.34 Provide TJI 11 7/8"pro 560 floorjoists where indicated per Code R502& Own e r. National Board of Fire Underwriters and all state and local authorities 0.20 Verify dimensions at the site affecting the work. Bring field dimensions necessary at site perimeterto ensure safety during all phases of work. 5.1 Provide new lead coated copper flashing as dictated by field conditions. ASTM D5095. Install in strict compliance with manufacturers installation having jurisdiction. which are at variance to the attention of the architect. No extra charge or Provide locked gates. All roofing and related flashing shall be lead coated copper-Install per guide. Provide strand board at all box beams-double at all openings per 9.0 FINISHES: 15.25 Lawn Sprinkler system to be completed under separate contract. compensation will be allowed because differences between actual 2.3 It shall be the contractor's responsibility to determine the location and Code Section R703.4. Code R502.1.7. Provide lateral bracing at all floorjoists per manufacturer. 9.1 Provide samples of all finishes to owner for approval prior to ordering. All 15.26 Install two owner provided shower heads in Master Bath (hand held and dimensions and the measurements indicated on the drawings. extent of temporary bracing/support needed for each condition. 5.2 Provide all necessary joist hangers,connectors, bolts,sleeves.slots. Storage on site and installation shall comply with manufacturers interior finishes are as specified by Owners & Interior designer. rain head). 0.21 Compliance with the Drawings and Specifications about 2.4 No backfilling shall be done before footings and foundation walls have nails. screws, etc. as required to provide complete job. requirements. 9.2 All interior and exterior painting/staining-bid separately. All Azek trim 15.27 Run new plumbing vent lines to rear slope of roofs-vent lines to be lead materials and methods of assembly will not assure acceptance of the cured properly and foundation walls have been adequately braced, the 5.3 Provide heavy duty strap hangers at micro lam connections as 6.35 Store TJI &micro lam materials on site in dry location and protect during shall have holes filled,sanded and painted. coated copperthru roof. work. Of equal importance is good workmanship, the lack of which will floor framing is installed, and walls are water proofed and insulation board manufactured by Simpson. The Architect shall coordinate all construction as recommended by the manufacturer. 9.3 Provide 5/8"gypsum wall board on all walls&ceilings-tape and spackle 1528 Provide shower pans as recommended by tile manufacturer. be sufficient cause for refusal of the work. installed over damp proofing. connections of major structural members-the contractor shall notify 6.36 Install Owner provided mantle, surround, hearth and glass doors at gas -readytopaint. Bathroom walls and ceilings to have 518" MR gypsum 15.29 Contractor shall provide gas piping for stove, fireplace,two boilers and 0.22 The General Contractor shall be held responsible for the proper 2.5 Finished Grades shall slope away from house (min. 1/4"per foot). the Architect when all members are to be installed. fireplace. Fireplace insert, gas logs,glass doors, flue pipe and gas log kits board except walls/ceilings to receive tie shall have 5/8"wonder board. generator to code. All gas piping shall be tested and inspected by building protection, preservation, and repair of the existing adjacent 2.6 Prior to any excavations it shall be the General Contractors 5.4 Provide termite shield at all new foundation work per Code R318, to be provided by the Owner. Provide comer boards on all exposed comers. Provide tape at all dept. and fire marshal as required. Contractor shall obtain all necessary structures, finishes and utilities,as well as natural features, trees and responsibility to locate all underground utilities(call 1-800-272-4480). compatible Wth ACO sill. Set termite shield on sill sealer insulation. 6.37 Provide trim samples and/or mock-ups in the field for owner's review cathedral ceiling that allows expansion and contracting. All labor and permits and inspections for two buried 1000 gallon propane tanks. shrubs surrounding the site and shall maintain the premises in a neat 2.7 Excavate as required in location of storm water and septic systems and 5.5 Provide all reinforcing and mesh for all concrete work as specified in approval prior to ordering trim material.Samples to include but not be material shall comply with the requirements of the US Gypsum Company 15,30 All gas piping shall comply with Code Chapter 24. and orderly fashion and free of all construction debris. Provide trench for all piping. Provide piping for all roof leaders and site drainage Division 3 and per Code R404 &ASTM A615,A706 or A996. limited to frieze board,window and door trim, etc. and((I.R.C.)R702.3). All dry wall to be installed Wth screws only. 15,31 Install mechanical ventilation in baths per Code M1 507. construction fencing around existing trees and shrubs immediately as specified by Northcoast Civil. Provide all dry wells and piping as with min.40,000 P.S.I.compressive strength. 6.38 Provide frame chimney to receive cut brick veneer. Provide stainless steel Provide 5/8"type X gypsum board in mechanical rooms(tape &spackle) 15.32 Provide all necessary permits for exterior equipment. surrounding the construction area. Protect existing street and indicated. Provide separate piping from the egress window wells. 5.6 Provide 5/8"round x 18"long anchor bolts at all foundation walls at clips at 32"o.c. screwed to studs. Provide four 3 112"x 117/8"vertical and Garage and seal all openings with approved flame retardant caulking 15.33 Supply piping to all baths to be'/,". Provide for hot water circulator to all curbing from any damage in accordance with local ordinances. 2.8 The General Contractor shall be responsible for coordinating with all 32"o.c.-minimum 2 per wall and maximum 12"from each corner per micro lams as noted in chimney for lateral support down to first floor. as prescribed by code. All structural components in the Garage shall be baths and Kitchen. 0.23 All proof oil insurance shall be veril"ied in writing to the Owner and utilities concerning site access. setbacks,foundation sleeves, Code R317.3.1 & R403.1.6. Provide 3"square washers. 6.39 Provide 5/4"exterior azek window and door trim as indicated. protected Wth 5/8"Type X dry wall including beams,columns and all 15.34 General contractor shall be responsible to install Owner provided exhaust Architect including but not limited to General Liability,Workmans inspections and final approvals. Install all sleeves for all utilities. 5.7 Provide steel framing members as indicated on structural plans, 6.40 Provide '/4"ply wood roof sheathing at upper flat roofs, to receive Kemper framingmembers. Provide 5/8" MR gyp throughout the finished portions fan. ducts and all accessories for kitchen stove hood including remote roof Compensation and Disability. The Owner shall be responsible for 2.9 Excavate as necessary in location of new foundations. Contractor shall 5.8 Fabrication and erection of all structural steel work shall confornn to roofing system or approved equal. of the basement. fan per Code M 1503. maintaining the proper property insurance during all phases of work. coordinate with Owner retained soil engineer to field verify a minimum of AISC specifications for the design,fabrication and erection of 6A1 Kitchen cabinets, counters and backsplashes by others. Install Owner 9.4 Provide 5,18"type X gypsum wall board throughout Garage and in 15.35 Provide thermostatically controlled low voltage exhaust fan in IT closet- 0.24 The work and materials shall be guaranteed for two yea, , 1.5 ton per square foot bearing capacity at footing depth prior to forming structural steel for buildings-latest edition. provided appliances including stove exhaust-run thru the attic and roof Mechanical Room per code-Tape and spackle per(I.R.C.)R302.5, 302.6 duct to exterior-IT closet location to be determined. commencing with the General Contractors final payment. During this footings. 5.9 All steel shall confon-n to ASTM designation A-36 steel. with a remote fan in the attic. +Table 302.6. 1536 Install Owner provided washer&dryer. time the contractor shall make good on all defects. Granting of a 2.10 Provide rough grading around new foundation work. 5.10 Steel pipe columns shall be as specified on structural plans. Prime 6.42 Provide I./."ply wood in attic on floors with 36"headroom and greater. 9.5 All finished surfaces shall be protected immediately following installation 15.37 Provide tin dryer vents to exterior per Code M11 502, certificate of occupancy or the owners use of the premises shall not 2.11 Remove all excess soil from site not needed for backfill. columns per Code Section R407.2. 6.43 Provide for attic hatch and pull down attic stairs where indicated, Double and until final acceptance by owner. Any finishes damaged during any 15.38 Provide linear floor drains in all showers by Infinity drain. constitute acceptance of the work. 2.12 Stockpile topsoil for reuse. Provide minimum 6"coverage. 5.11 All bolts shall be 3/4"diameter,ASTM A-325. ceiling joists at openings. phase of work. shall be repaired/replaced at the direction of the owner 15.39 Install Owner provided pot filler in Kitchen. 0.25 The General Contractor shall be responsible for the removal of all 2.13 Final location of storm water dry wells and septic system to be coordinated 5.12 Provide stainless steel clips secured to studs to support thin brick veneers 6.44 Provide W ply wood sheathing on framed chimney and provide diagonal and f or architect. 15.40 Provide allowance for water filtration system for the whole house, waste and debris in compliance with all local, state and'ecleral laws and Wth the Building Department and Dept. of Health requirements and on framed chimney as prescribed by the manufacturer. 2x6 inside chimney for lateral support in both directions above the roof 9.6 The Owner retained painting contractor shall be responsible to counter 15A1 Provide water supply lines and waste lines at each steam generator. regulations and shall indemnify and hold the owner and the architect regulations. Provide owner and architect with a site plan depicting the as 5.13 Provide non-shrink grout at typical bearing plates set on masonry along with four vertical two story micro lams. sink. fill and sand all nail holes(inside and outside)-ready to paint/stain. Provide safety pans with drains, harmless from any losses or claims in connection therewith. This built Subsurface structure locations. concrete. 6.45 All closet interiors are by others. 9.7 All carpeting-not in contract. 15.42 Contractor shall provide for a temporary water service as necessary. clause shall survive the termination of construction,or completion of 2.14 Provide silt fence and hay bales as required to prevent any erosion during 5.14 Joist and other framing connectors shall be manufactured by Simpson. 6.46 Provide allowance for basement storage shelves. 9.8 Install file/stone& grout as provided by Owner. All tile /stone to be 15.43 Provide power and plumbing for instant hot water in Kitchen. the owner/contractor agreement, construction. 515 Provide galvanized hurricane ties at all roof eaves @ each rafter. All hips� 6.47 Cathedral the breezeway ceiling and provide allowance for T& G ship lap installed over mud base or as othervvise recommended by manufacturer. 15.44 Provide newwater service to residence Wth separate lines for domestic 0.26 The Drawings and Specifications are intended to coordinate. Anything 2.15 Provide clean well draining soils to backfill all foundations, if suitable valleys, king posts. etc. hall be strapped to framing below. ceiling. Install file/stone as prescribed by the Owner& Owners designer. use and irrigation. Contractor to provide all necessary permits and found on the drawings and not mentioned in the specifications or visa material does not exist on site. 5.16 All steel to steel connections shall be bolted except as indicated on back 6.48 All linen closets to have five fixed shelves. Assume accent tile throughout and assume tile for all bathrooms on floors, inspections for same. versa. or anything not expressly set forth in either, but which is 2.16 Provide separate bids for driveway, curbing.paths, terraces/paths on porch-welded moment connections. Provide 4 -A325 bolts 6.49 Provide 1x8 T& G mahogany at rear covered porch ceiling. half height walls and full height plus ceilings in tub/shower enclosures. 15.45 Coordinate all equipment selections and energy efficiency ratings and reasonably implied, shall be furnished as though specifically shown and grade and steps-coordinate with Owner and Architect. (3,14")at all column to bearn connections. 6.50 Provide decorative brackets as indicated-Fypon or equal. with accent tile and half wall tile in Bathrooms-provide labor allowances. door blower test with Home Energy Solutions-631-673-0664. mentioned in both,without extra charge. 2.17 Provide Owner and Architect with drawing illustrating all new subsurface 5.17 Provide 6"half round gutters and leaders throughout residence-color to 6.51 Provide 6"wide engineered oak floors where indicated on first& second 9.9 All tubs and showers to have recessed niches-coordinate Wth tile/stone 15.46 Water service shall have electric on/off switch with remote capabilities. floors. Oak to be quarter sawn and installed over warm board as dimensions. All showers to have fully flashed curbs. 15.47 Install owner provided gas barbecue. 0.27 GENERAL CODE REQU!REMENTS-INCLUDING BUT NOTLIMITED TO: utility locations vvith dimensions. This drawing shall include electric be selected by the Owner. All leader locations shall be approved by Ovvn 9.10 Install Owner provided stone saddles and jambs/saddles at shower 15.48 All ductwork in the basement shall be coordinated with the architect. A. All trades,workmanship and materials must comply with the 2020 service, propane tanks, septic system,water services. dry wells and all Architect prior to installation. Coordinate gutter profile &color with er prescribed by manufacturers to avoid any movement in conjunction with Residential Code of New York State,together witi the Code related piping. prior to installation. radiant heat. Oak to be stored on site until such time it has acclimated enclosures. Ducts to run around perimeter of spaces as possible and shall be flat Supplement and all local, state and governmenta authorities 2.18 Contractor shall be responsible to obtain all necessary approvals for the 5.18 Steel connections shall be two angle standard connections wherever with the proper moisture content and shall be sanded and receive coat of 9.11 Include in bid the installation of Owner provided bath accessories,towel rectangular in shape,to accommodate future finished basement. having jurisdiction. new curb cut as required, possible, Connections shall be adequate to carry the reaction due to stain and three coats of polyurethane as selected by the owner. bars, toilet paper dispensers, medicine cabinets, etc. 15.49 Provide allowance for built in dehumidifier in Basement by Santa-Fe or B. All work and materials must comply with the 202C Energy 2.19 Excavate as necessary for new water, gas, cable and electric services, maximum uniforrnly distributed load that the beam is capable of 9,12 All mirror work, by others. approved equal, Connect to waste line. Conservation Code and the 2020 Supplement, Mechanical Code Contractor to provide all necessary pen-nits and approvals for same. supporting for its span based on the A.I.S.C. Safe Load Tables. 7.0 THERMALAND MOISTURE PROTECTION: 9.13 All ceramic tile /stone shall be installed in 1 142"(min.)setting bed on floors 115�50 Provide gas piping for Owner provided generator. &Plumbing Codes. 2.20 Provide all necessary gas and electric lines to remote generator- 5.19 All steel shall have factory rust inhibitive coating including inside lally 7.1 Provide closed and open cell spray insulation throughout residence of and thinset on walls. 15.51 Road tap fees are by the Owner. C. Habitable areas shall be ventilated per code section R303 coordinate capacity of generator with Owner and electrician, columns. appropriate thickness as specified by Home Energy Solutions. Provide 9.14 Epoxy setting and grout mortars for tile work shall be as manufactured by 15.52 Vent boilers thru the chimney. and Bathrooms shall be ventilated per section R303.3. 2.21 Remove all trees as necessary to accommodate the residence, patios and 5.20 Provide all metal straps from roof rafters down to foundation per details as sound attenuating insulation in all interior walls and between floors by Laticrete International Inc. or approved equal-color as selected by 15.53 Boiler to be sized to accommodate all heating as outlined herein plus the D. Smoke detectors and Carbon Monoxide detectors shall be driveway. manufactured by Simpson or approved equal. All 20 gage straps shall Roxul. Insulate Garage walls and ceiling(spray the Garage attic roof and Own e r. future finished second floor. Run home runs to the second floor for future installed per the minimum requirements of the code section R314, 2.23 Provide all new landscaping, irrigation and landscape lighting per plans by have six (6)8d nails each side, Straps at base of first floor walls which all roof rafters with 8"closed cell spray insulation). Spray insulation in the 9.15 Tile I stone installations shall comply with manufacturer's instructions. heating and air conditioning. R315, N.F.P.A. 72 and UL 217, UL2034 requirements. owner retained Landscape Architect. wrap around sill plate shall be stainless steel or double hot dipped attic that is exposed shall have fire retardant layer to meet code. Spray all Final lines and joints shall be reviewed by Ovvner prior to installation. 15.54 Contractor shall provide for all labor, materials and permits for two buried Drawing Title: E. Finished roofing shall comply with the minimum sfandards of 2.24 Provide for RCA temporary driveway and parking area during all stages of galvanized and installed with stainless steel or hot dipped galvanized basement walls with 2"closed cell insulation and spray all box beams with 9.16 Layout all tiles so as to minimize cuts less than one half tile size. Locate propane tanks-coordinate locations with Owner. the code-Chapter 9. construction as necessary and in strict conformance with Village nails. Provide all straps per plans and as required by the building R-30 closed cell spray. cuts in tile work to be least conspicuous. 15,55 Contractor shall rough in all below slab plumbing in basement for future F. Building structural materials or assembly subject to regulations. department. All exterior columns Wth wood posts shall have galvanized 7.2 Exterior vvalls to receive Blue Skin house wrap or approved equal and 9.17 All finished surfaces shall be protected immediately following installation bar sink&ice machine, half bath,two full baths &sauna. Coordinate with deterioration shall conform to code Sections R31;& R318. raised post bases and post caps or galvanized tie clowns as required, All roofs to receive ice and water shield at valleys and eaves plus 30#felt and acceptance by Owner. architect future finished basement plans. G� All habitable spaces shall allow for emergency eg J ress with main mof members including hips and valleys shall have tie downs at paper. 9.18 Sealing of masonry(flat work)to be completed by contractor-as 15.56 Contractor shall rough in all future second floor plumbing for two full baths. SPECIFICATIONS openings to the exterior of min. 5 S.F. on the first floor and 5.7 31 Provide continuous poured concrete footings and foundation walls as plate and ridge. Comply with Code Section R802.1 1.1. 7.3 Provide lifetime asphalt roof shingles as selected by the Owner. All roof prescribed by the manufacturer. Coordinate with architect future finished second floor plan. square feet on the second floor both with 24"minimum height indicated on structural drawings prepared by Buchner Engineering. 5.21 Provide flashing pans at all exterior doors and at windows within 12"of work shall meet installation requirements of all authorities having 9.19 Provide allowances for stone counters in Kitchen, Laundry Room cabinets 15,57 Supply and install a basement sewage ejector for all basement level and 20"clear width per code section R31 0. Footings shall comply with Code Section R403 and foundation walls shall lower roof lines. jurisdiction and Code Section R905.2. Provide ice and vvater shield on all &counters and bath vanities &counters. plumbing. H. Provide safety glazing per Code Sections R308.4-308.6. Safety comply with Code section R404. 5.22 Provide lead coated copper drip caps at all exterior openings. valleys and eaves(2 courses)and at roof/wall intersections. Install 9.20 Provide for epoxy floor finish in the Garage and mechanical room. glazing shall be provided in all doors, panels within 24"of doors. 3.2 Provide reinforced concrete slabs on 6 mil vapor barrier at Garage. 5.23 Provide lead coated copper crickets as indicated,stepped flashing and roofing as recommended by manufacturer and all requirements for 130 9.21 Provide for a full shower pan below Laundry Room-pitch to floor drain. 16.0 ELECTRICAL: Provide self priming trap. 16.1 All labor and materials shall comply with all applicable local, state and shower I tub enclosures. at stairwells and meeting all of the Basement and at front& rear porches,as noted. All slabs poured on 95�'% blind flashing where conditions dictate. MPH wind region. Roof installer shall be a manufacturer certified installer following: The exposed area of the pane is greater that 9 square compacted fill. Porch /patio/stoop slabs to pitch 1/8"per foot minimum 5.24 Provide lead coated copper drip caps at all rake boards. and shall provide owner with written lifetime warrantee. Provide sample 9.22 For bid purposes assume all baths to have tile floors with accent borders federal authorities having jurisdiction including Code Chapters 34-41. feet and the bottom edge is less than 18"above the floor and the as indicated. 5,25 Provide standing seam metal roofing where indicated on Breezeway- on roof'prior to ordering shingles for Ovvners approval. and full tile on walls in bath /shower enclosures and tile in shower ceilings 16.2 Electrical Contractor shall coordinate all necessary inspections and shall top edge is greater than 36 inches above the floor and the glass is 3.3 Provide spray on Warm N Dry exterior foundation waterproofing system as color to be selected by Owner. Install over ice and water shield or as 7A Provide standing seam metal roof on Breezeway by Pac-Clad as plus half wall tile elsewhere. Install Owner provide tile &grout throughout. be responsible for providing owner with final New York State Board of Fire within 36"of an adacent walking surface including stairs& landings selected by the general contractor. Install on all new foundations and required by manufacturer, indicated. Provide gauge and seam spacing as needed to prevent'oil where indicated. Refer to Interior designers plaris attached. Underwriters Certificate. and tub platforms and within 60"of a stair landing, cover with rigid insulation throughout. Install on patio/porch walls, egress 5.26 Provide steel flitch plate headers as indicated Wth thru bolts at 18"on canning'. Color to be selected by the Opmer. 9.23 Install porcelain tile in the basement vestibule where indicated. 1163 Provide new buried electrical service to accommodate total load-assume 1. Enclosure&ventilation of fuel burning and/or heat producing window walls and garage foundation walls. center-stagger top and bottom and provide 2 per each end. 7.5 Provide 6 mil.vapor barrier below all slabs. 9.24 Provide approved sealant on all tie surfaces and counters as 400AMPS. Service to beset up to accommodate Owner provided gas Scale: equipment shall comply with code Chapter 13. 3.4 Provide reinforced concrete foundation walls as shown on structural plans. 5.27 Provide permanently installed steel ladder and light weight hinged metal 7,6 Provide Rub R Wall exterior founclationaterproofing system as recommended by various manufacturers. fired generator. Provide transfer switch. Panels to be located in AS NOTED J. Fire stopping shall be provided per Code section R302.11 and Provide reverse framing shelf where indicated. All reinforcing to comply grate at egress window wells. manufactured by Advanced Coatings (a I walls and window wells). 9.25 Install owner provided fireplace hearth. mantle,surround and glass doors basement mechanical room, Electrician to confirm total load for residence draftstopping shall meet the requirements of section R302.12. with Code Section R403.1.3.5 and R404.1 3.3.7. 5.26 Provide lead coated copper cap on frame chimney to ensure water tight System to be installed by authorized contractor and per Code R 406, at Family Room fireplace. and to provide load letter to the local supplier. Date: K. Habitable spaces shall be p,ovided with adequate light(min 3.5 All footings/grade beams shall be poured on virgin soil and min. 3' below cap. Install rigid insulation over damp proofing to protect material during 9,26 Provide allowance for epoxy floor in the Garage and mechanical rooms. 16.4 All switches, dimmers and switches shall be by Lutron. Dimmers to be 81111�1 of floor area)and ventilation (min.4%of floor area)per grade. 5.29 Provide allowance for basement bilco doors as indicated. Provide water backfill. Lutron Mistro climmers. Units(including outlets)to be white. JUNE 19, 2025 part code Section R303.1. 3.6 Do not pour in wet or freezing weather. tight installation and lockable hinged doors. 7.7 Provide 6"hall'round aluminum gutters and leaders throughout residence, 10.0 SPECIALITIES: Coordinate with Owner. GC to provide all LED dimmable 2700K bulbs. L. Garage fire separations shall comply with code section R302.5. 3.7 All concrete shall be at least 3500 PSI-slabs and exterior steps shall be 5.30 Small flat roofs shall receive lead coated copper flat roofing with lead connect leaders to new drywells-as engineered by Civil engineer. 10.1 Install owner provided prefabricated gas fireplace by Heat& Glo or equal 16.5 Install Owner provided interior and exterior surface lighting fixtures. Drawing Number: R302.6&Table R302.6. 4000 PSI including Garage slab. General Contractor shall be coated copperflashing up wall min. 8"and bent drip edge at perimeter. Provide screens on all gutters. Color to be selected. and ceramic log kits including all accessories. Vent thru chimney and 16.6 Provide and install recessed LED lighting by CSL or approved equal. M. All stairs. rails&guards shall comply with Code Sections R311.7 responsible for providing Architect and Owner with receipt indicating Upper flat roof to be by Kemper. install as prescribed by manufacturer. Install in strict accordance with manufactures instructions. Recessed R312. concrete strength based upon cylinder tests. Provide separate cylinder 10.2 Provide allowance for a three stop elevator by Access Elevators. Contact lights to have protected cans suitable for insulation installation. All trim tests for slabs. footings and walls. Dave Russo at 631-694-4400. 3.8 All concrete work shall comply with the requirements of the American 10.3 Provide allowance for electric screens at the rear covered porch. Provide Concrete Institute(ACI),ACI 301. 304, 305, 311, 315� 318, and 347 and power as needed and removable soff ts to access units. Solid Dome Precast Concrete Proposed 25'x50' Stabilized Anti-Tracking Final grade Construction Access Drive Using 3/4" To 3" RCA To Remain To Grade-With Throughout The Duration Of Construction G�PST LEGEND Cast Iron Cover-If 12" Min. �� C.B. Catch basin Under Paved Area 24" Max. N 89 21 30 E Proposed Temporary z ❑ G.V. Gas valve Stockpile Area To Be 64.1 7 Proposed Curb Protected With A Silt Fence ® M.H.C. Manhole cover Min. Slope Cut ^, �J Hyd. Hydrant Per Ft. 2�_,9" �_ _0 28.3' 10 0 50% Sanitary Expansion Area G��\ L.P. Light pole 1N_y s 0 S.I.D. Surface inlet drain Min. 'I _.10-- Existin � of Ra° `�. �•+ Existing -" �' Ed e Stone - °", _ _-__ d 1� 3�3 U P Utility le - ,s0 Ity pole Monument °'� °' ' - i O/J ® W.M. Water Meter o ° ° .• 18" --1z- - _ C IND 0 W.V. Water valve / 24"S lit o •. .j, - j Precast Concrete i p ) 24" s^;; ° , .,°• °"' i 16" 12 �' A.N ❑ A/C Air Conditioner Drainage Rings -- ' - o V, ''°- ° •'° -- ATZ -OHP-OHP- Overhead Wires 3' Min. 25' Max. ` -1695.52 ,- ,. . • C Collar o ° ; ..° ° v o loll o 8- 2 A 18" Z44 , c o18 °_ A.. °'aY • '° °pO °o oo oo o V o _ VYY(��j��"•••JJJ o ° "'° o °°°°°° °o 18" (2) Proposed Leaching Pools - Proposed Window Well 4" 0 Proposed Temporary °°i`�/ °'; �•° " • °° 9'x10' Dia. 8„ 20" __ __-- 1 Concrete Washout Area - - o o '•' °'� ° / °° Plus Dome s/ `'t4 _ �>- Proposed Silt Fence o ;, ;,°:; o-= o / ° °\ 9 Eff. Depth _ ex_srrn9 ed 4 7 N '• o° 10" \ 9e of a T• w o Limits Of DisturbanceED 18 ';•';,°' i Rod ° Proposed Window Well_Drywell C31o" ,h _ c a i 4'x4' Dia. ,ri, z o i ° Plus Dome j 26" 1 ATLAS LOCATION ° �++, � 14" °° • � 4' Eff. Depth t8' _, - s„ � �ta" 1 - • 0$ Proposed Alternate / 6" s" ° -Treatment System _ 6" 10" 12" / 10 14„ Control Panel 16 j 1 I 3' Min. 8,-10, ° / - � / I Solid Traffic Slab J?,. o / 1 °° 0 -� J/ o s" 1a" 2 °Exist. 8" `O ©w.M. 11' Ground Clean Med. Coarse Sand & To Grade With Precast Concrete o ° ts' Water Gravel Backfill Under And Around. 6' Min. Final Grade Cast Iron Cover o �•y / 6., °°°°°o s Penetration Into �. - _ °'o Proposed Footling Drywell ED $ 1z" / 36" 6/ Pool 0.3 Min. to 1 Size ° n Exist. ( � ) � Rateable Soil 1 _ 0 30" 16" o 0 0 0 0 0° 4'X8' Dia. 12" 2 1 � ©W.M. 2' Max. ° O ° °° 181, Plus Dome 12" l o" / O °° / \ �_ _. °° °' 4 Eff. Depth Underlying Sand & Gravel Strata Min. 4" Diam. Approved Pipe 24"_y � 6„ \ \ Ex'St'"Min. Slope 1/4 Pe Ft. 12" 8„ g Post & O °a° 3 ` Roil Fence DRYWELL DETAIL 1 ,a" � � $" °°°° C- ° i Y.D. 2 °o°° roposed Side Entrance / \ - (NOT TO SCALE) Precast C- Proposed Gravel Driveway ° / O �" ; 6"PvC� 17.0 °°°o° a `� P x. Pro osed Water Service Concrete +L 0 0 l % / ? 6" �Inv. .8 FLO °°°o°° $" \ Existing Stone 3' Min. Drainage Rings t? \ �S •9 2 "15.0��w 10" °° °°°• E '4"split 1 \� o. 1 \ Monument zo"-- DRAINAGE CALCULATIONS SYSTEM A: Collar 25' Max. $" °°.- 2„ 6„ ^ _ 14.75 Ao �pvc 12" ° °° \ \ / Proposed Drywell "A' P/O Dwelling Area = 2,665.3 s.f_ 4„ o �° °°°°° 12"' 12" ^oo,/ ryi66 / \ ?�.� ,� �� 8" 1`� �" °°°.° 3° Plus ODome 12 of 1 Runoff = 2,665.3 s.f. x 2 /12 - 4444.2 cu.f. 0 N ° Pro a 30" s• � Te s., '.• lg �$- - -- O °°°°0 8' Eff. Depth 444.2 cu.f. 68.5 cu.f. per ft. of ring a 'H3 / P g v 0 Proposed Fu'iClean °° �`' 12 I �. �� Boring BI wer using o 0 10„ Vic. J s °\ \ = 6.5 ft. req'd. > ° a� P I roposed N 2g Inv, o CEN-10 1,000 GPD °° I #1 Clean Out Ali - �" ,s•o Side Entrance Area = 226.0 s.f. w ` Alternate Treatment System ° .. / �_ / O / 9p / Runoff = 226.0 s.f. x 2'/12 = 37.7 cu.f. c ° C.B. Inv. / OS �9 24" �` °°o \ \ 37.7 cu.f. / 68. cu.f. per ft. of rimg '1' z° Proposed PVC Vent Pipe °° �N51 15.5 O ^`�' Proposed Bilco Doors / r4� @d ,70 A �s../ °°° \ • Through House Roof = 0.6 ft. req'd ` O Inv.%8 PVC I1nvvC Tributary Area = 1,000.0 s.f. (3) Proposed A/C Units °°° �15:0 15 ss ^ ob / / \9 /� g ` .9 6 77�'tc - - ,�"�6„ '�i p 12 � Runoff = 1,000.0 s.f. x 2"/12 x 0.3 = 50.0 cu.f. I 10,-1 ° /' �•; 3 Min. ,,��••yy�� 50.0 cu.f. / 68.5 cu.f. per ft. of ring 8 /Proposed Stepping Stain 300 , 20 % F\ /a / 12"� �+ = 0.7 ft. req'd. Grout Clean Med. Coarse Sand & 6' Min. Proposed Drywell "C" °°° 6" 6" `+e w E� a I \ TAX LOT Wat r [Gravel Backfill Under And Around 4 x10 Dia. ° Proposed Front Entrance W_ \ Proposed Gas Service \ Total Capacity Required = 7.8 ft. of 110 ft. Diam. rings 7 Penetration Into Pool (0.3 Min. to 11 Size) i Plus Slab j Rateable Soil °°0 8" j � �a"/ c�a\ F� \ Proposed Buried � \ #7.3 Total Capacity Provided = 8 ft. of 10 ft. Diam. rings 4 Eff. Depth °° I 1s" �a - `a •� 20" / Test e\ 12"' 1,000 Gallon Propane Ton �o' Boring 9 Inv. C•B• Proposed Generator \ Underlying Sand & Gravel Strata a / Ja 7� 1� 6 16"split #2 16•�18.0 F" P \ \ \ DRAINAGE CALCULATIONS SYSTEM B: 10" �' 6 3 Aa �.;, i \ 200 \ Area = 1 482.7 s.f. ° \ � � F P/0 Dwelling Are - SLAB DRYWELL DETAIL o a"spit s / 1 impose/ '` 03 a "split \ Q'6,. Proposed Buried 1 Runoff = 1,482.7 s.f. x 2"/12 = 247.1 cu.f. ° / XXX „QCC?? �� 2 - \ o A T �g F 500 Gallon Propane Tank I\ 247.1 cu.f. / 68.5 cu.f. per ft. of ring (NOT TO SCALE) c^o eAopo 04" O� 2.0 ezoce ,�©X ' `) lOJ 12 \ p 3.6 ft. req'd. c Or eea O/�. 3 8 1a"Pro Proposed O .L �. o � � \ I Proposed Electrical Service Terrace Area = 181.8 s.f. TEST BORING #1 - January 28, 2025 028" L Q;- E' Flow , P Runoff = 981.8 s.f. x 2"/12 = 1635.6 cu.f. Performed By Slacke Test Boring, Inc. TAX LOT ° 6" ' ! 14 \R \ \ Window Well ```lIIJYY' 163.6 cu.f. / 68.5 cu.f. per ft. of ring De th � 2.4 ft. req'd. 6 ra-_ Open' s rs.. / �� \ 25.0' q From Classification Of Soil Covered Porch Area = 450.1 s.f. To °°°° Ag. '�/ j . / > 14"Proposed A/ Unit Proposed Window Well Dryweli - F�� i 16.5 / 18.0 -� 28 aI / 0$ Plus Dome F 12" _ = Ground ° \ R.O.W. Runoff 450.1 s.f. x 2"/12 75.© cu.f. 2' Dark Brown and Pale Brown Very Fine Silty Same Size Sands with Some 1a" - 1 (a 4' Eff. Depth \k, \ 75.0 cu.f. / 68.°5 cu.f. per ft. of rimg Surface Organics (Roots) at Top of Spoon with Trace Fine to Small Gravel. (SM) 16" ° §P_vc• :2�,.� FEow P \ \ °° 1z , Inv I 15 215 s Proposed Covered Porch s" 1.1 ft. req'd. Ij Tributary Area = 7 000.0 s.f. - 2' 4' Pale Rust Brown and Light Rust Brown Fine Silty Some Size Sands Mixed ° s 14.j t2" ) \ rY with Fine Clean Same Size Sands with Trace Fine to Small Gravel into Fine °° 1s 12" ^PIc� 18.0 to"{ Runoff = 7,000.0 s.f. x 2" 12 x 0.3 350.0 cu.f. cam\ / to Medium Mix Size Sands with Trace Silts Throughout with Trace Fine to ° ° �30" ( Inv. ¢ i - g - � 14„ 350.0 cu.f. / 68.5 cu.f. per ft. of wing Small Gravel. (SM/SW) °°° 4 5 w 5.1 ft. req'd. z4" o � � l O 18" / 12„ �24" 4' 6' Light Rust Brown and Light Brown Fine to Medium Mix Size Sands with / °`°°°° o 6" / O Total Capacity Required = 12.2 ft. of 10 ft. Diam. rings Some Fine to Small Gravel. (SW) / 6" °°`°°°°° 36" ` 14.5 ` \ Total Capacity Provided = 14 ft. of 110 ft. Diam. rings 6' 8' Light Brown Fine to Coarse Mix Size Sands with Some Fine to Small Gravel. ��) C312" °°°10°_°°°o°° °o ` 2a" - $~ DRAINAGE CALCULATIONS SYSTEM C: (SW) t� °°-°°°°°°=°°°°\ J $" l \ P 0 Dwelling Area = 1,447.3 s.f. 8' 10' Light Brown Fine to Medium Mix Size Sands with Trace Fine to Small Gravel. - )„ >, % / 9 (2) Proposed Drywell B 024" Runoff = 1,447.3, s.f. x 2"/12 = 2�41.2 cu.f. (SW) Dia. \ 241.2 cu.f. 68.5 cu.f. per ft. of wins„ / 7'x10' 3s" 10" zo" \ 1e"split � 1 \ / P g 10' 12' Light Brown Fine to Medium Mix Size Sands with Trace Fine to Small Gravel. C36" Plus Dome �' 16"split \ 9 = 3.5 ft. req'd. (SW) 7 Eff. Depth;! o \ Front Entrance Area = 82.9 s.f. / s / 16" o" 1s" Runoff = 82.9 s.f. x 2"/12 = 13.8 cu.f. 12' 17' Light Brown Fine Some Size Sands with Trace Fine Gravel. (SP) ! 12" f \ 13.8 cu.f. / 68.5 cu.f. per ft. of rirng / -20 10" / �• 60 12 \1� 0.2 ft. req'd. 17' 22' Light Brown Fine to Medium Mix Size Sands with Some Fine Gravel. (SW) � \ 24" � $ Total Capacity Required = 3.7 ft. of 110 ft. Diam. rings 22' 27' Light Brown Fine Some Size Sands with Trace Fine to Small Gravel. (SP) Oo" 18" \ 16" � � \ 12" �'l Total Capacity Provided = 4 ft. of 10) ft. Diam. rings 27' 32' Light Brown Fine to Medium Mix Size Sands with Trace Fine Gravel into Fine 1270 I 'n Gravel. SW SP I \ „ Some Size Sands with Trace Fie ro 4r� ( / ) 6 \ 12 32' 37' Light Brown Fine Some Size Sands with Trace Fine Gravel. (SP) 1 \ l.' \ Existing I ?1 0 6" ' ,� � 12" End of Boring: 37' Below Grade Metal Post 18" Groundwater 18.1' Below Ground Surface @ Elevation -1.6 61, 18" a" \t� i A' A / 12" g" ' 10" \ Exist. TEST BORING 2 - JanuaryN 28, 2025 ` 86-47'l Of' W � Well LOT COVERAGE CALCU Performed By Slacke Test Boring, Inc. TAX LOT 291 .321 Total Lot Area = 72,086.7 s.f. = 1.65 a . De�tn te #7 Existing Post And Rail Fence From Classification Of Soil 5.1'wt 19.75o Proposed Area: Ground 2' Dark Brown and Pale Brown Very Fine Silty Some Size Sands with Some Dwelling Area = 5,595.3 s.f. Surface Organics (Roots) at Top of Spoon with Trace Fine Gravel. (SM) Electrical Service Front Entrance Area = 82.9 s.f. Proposed Underground Terrace Area = 981.8 s.f. 2' 4' Pale Rust Brown Fine Silty Some Size Sands Mixed with Fine Clean Some Covered Porch Area = 450.1 s.f. Size Sands with Trace Fine to Small Gravel. (SM) Side Entrance Area = 226.0 s.f. Total Coverage = 7,3.56.1 Sq.Ft. 4' 6' Light Rust Brown Fine Same Size Sands with Trace Silts Throughout with Trace Fine to Small Gravel. (SP) Total Coverage = 7,336.1 Sq.Ft. = 10.2% 6' 8' Light Rust Brown and Light Brown Fine to Medium Mix Size Sands with 72,086.7 Sq.Ft. Trace Fine to Small Gravel. (SW) LEGEND: PROJECT INFORMATION PROJECT 8' 10' Light Brown Fine to Medium Mix Size Sands with Some Fine to Small Gravel. EXISTING CONTOUR LINE 2 DATE 5/7/2025 ZONING REQUIRED PROPOSED (SW) 10' 12' Light Brown Fine to Medium Mix Size Sands with Trace Fine to Small Gravel. SITE PLAN - GENERAL NOTES: PROPOSED CONTOUR LINE 150 DRAWN BY: DK SITE PLAN Lot Area 80,000 SF Min. 72,086.7 SF (SW) 1. ELEVATIONS BASED ON NAVD '88. EXISTING SPOT ELEVATION: CHECKED BY: MJR 2. THE CONTRACTOR IS TO VERIFY THE EXISTING ELEVATIONS AND LOCATIONS OF OF PROPERTY 12' 17' Light Brown Very Fine Same Size Sands with Trace Fine Gravel. (SP) ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION. PROPOSED SPOT ELEVATION: 98.82 SCALE: 1 „=20 Lot Width 175' Min. 261.7' 3. LAWN AREAS SHALL HAVE A 2% MINIMUM GRADE. LIMITS OF DISTURBANCE - ' - 17' 22' Light Brown Fine to Medium Mix Size Sands with Trace Fine to Small Gravel. 4. ALL DRIVEWAY AND COURTYARD AREAS SHALL HAVE A 1% MINIMUM GRAADE. AREA: 1.65 ACRES Lot Depth 250' Min. 204.7' (SW) 5. RUNOFF FROM THE SITE IS TO BE CONTAINED ON THE PROPERTY AND SHALL SILT FENCE 4o°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° 72,086.7 SQ.FT. SITUATED: PECONIC, TOWN OF SOUTHOLD NOT RUN ONTO ADJACENT PROPERTIES OR THE ADJOINING ROADWAYS. Front Yard 60' Min. 60.3' 22' 27' Light Rust Brown Fine to Medium Mix Size Sands with Some Fine Gravel. 6. ANY DAMAGE TO THE ADJOINING ROADWAYS RESULTING FROM WORK TAWING TREES TO BE PROTECTED SHOWN AS: 0 DATUM: NAVD'88 SCTM: DIST. 1000 SEC. 86 BILK. 7 LOT 7.4 (SW) PLACE ON THE PROPERTY SHALL BE REPAIRED IN ACCORDANCE WITH TfHE Side Yard 20' Min. 49.6' 27' 32' Light Brown Fine to Medium Mix Size Sands with Some Fine to Small Gravel. VILLAGE REQUIREMENTS. ALL EDGES OF EXISTING PAVEMENT SHALL BE SAW TREES TO BE REMOVED SHOWN AS: SEAL (SW) CUT, ESTABLISHING A NEAT, TRUE EDGE. f`1-- =' l0 7. ALL DISTURBED AREAS TO BE SEEDED OR PLANTED WITH NATIVE VEGETATION NUMBER OF TREES TO BE REMOVED: 47 �P��oF N,�V j/� Aggregate Side Yard 45' Min. 141.6' FOR SOIL EROSION CONTROL MEASURES. 32' 37' Light Brown Fine Same Size Sands with Trace Fine Gravel. (SP) AND BE MAINITAINED 9 CONTROL MEASURES TO REMAIN IN PLACE A , GNAEL� R O � ! �► 8. SOIL EROSION CO TR Rear Yard 75' Min. 74.8' THROUGHOUT DURATION OF PROJECT AND UNTIL VEGETATION IS ADEQUEATELY GRAPHIC SCALE 9ti� a 37' 42' Light Brown Fine Some Size Sands with Some Silts at Bottom of Spoon with / ; Trace Fine to Small Gravel. (SP) ESTABLISHED. 20 0 20 40 80 120 _ Lot CoverageeAk 20% Max. 10.2% 9. ALL EROSION AND SEDIMENT CONTROL MEASURES, EITHER SHOWN ON 1THIS End of Boring: 42' Below Grade PLAN OR AS REQUIRED BY THE VILLAGE DURING THE COURSE OFiiIii. Building Height 35' Max. 34.6' Groundwater 20.4' Below Ground Surface © Elevation -0.65 CONSTRUCTION, SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITHJill I m THE CURRENT VERSION OF THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. N Number of Stories 2 Stories 2 Stories 10. TOTAL AREA WITHIN THE LIMITS OF DISTURBANCE IS 33,516.5 SQ.FT. 39 WEST MAIN STREET 11. EXISTING SURVEY DATA TAKEN FROM SURVEY PREPARED BY NORTHCOA�ST CIVIL ( IN FEET ) ZONED: Residence District R-80 LAST DATED FEBRUARY 21, 2023. �SSIv OYSTER BAY, NY 11771 SCALE: 1 " = 20' O - " 4" Dia. Pipeline 3'-6" 3'-3" 2'-6" / �� Tight Joint Min. Slope 1/4" Per Ft. Recirculation In-- / INDOORS OUTOORS Scum Baffle Q3 Air Lift Pump 4" Dia. Pipeline f Disinfection Tight Joint HOUSE POWER OWT CONTROL PANEL GROUND Cylinder (Optional) Min. Slope 1/4" Per Ft. Filter Fabric Installed During PANEL IN NEMA 4X ENCLOSURE , 1 LUG 4' Inlet Pipe-,., 4" Outlet Pipe � 24" Diameter Or 24"x24' Square Construction Until Vegetation N 4 2 3 7 5 6 G A �G Heavy Duty Cast Iron Frame Has Been Established PROVIDE (,2) 20AMP 1-POLE CIRCUIT 2#12, #12G IN SCH CONNECTION 5'-9" BREAKEIR IN HOUSE POWER PANEL----',, 80 PVC CONDUIT 1#12 1 12 20A # 2G Effluent Air Lift Pumpover o rode �zoA © (Tight-Fitting to Prevent Grade Or Paving Grade Or Paving 2#18 1 2c 2 22 Surface Water Entrance) Grade Inlet Baffle ® O Pitch AIRMin.- 2'x4' Precast Or P.C. Basin DUPLEX RECEPTACLE INSTALLED IN WP COMP -rm 24" WEATHERPROOF ENCLOSURE Note:All Outlets ,�� Devotion End Cap Leveling Recirculation Pipe Flow Baffle � 3/4" Air Intake Devices To Be Min. 1/8" Per L.F. Of Pitch NOTES Flow Opening (Typ.) (Cleaning Opening) B In-- Installed On All Outlets 1.PROTECT ALL ABOVE GRADE WIRING OWTS Invert -` Out CATCH BASIN DETAIL W/ MIN SCH 80 PVC CONDUIT Elevation Invert (NOT TO SCALE) M Elevation PUMP 20" Access (Cover ALARM FLOAT FLOAT 24' Access Cover NOTE: SWITCHEFFLUENT PUMP SWITCH 20" Access Cover IMP.) (Typ ) Disinfection(Typ.) Cylinder (Optional) 1. ALL OUTLETS AT SAME ELEVATION. PLASTIC DISTRIBUTION BOX DETAIL SINGLE-LINE ELECTRICAL DIAGRAM V-4" 6" (NOT TO SCALE) (NOT TO SCALE) 6'-5" 4'-11j" Silt Fence/ Filter Fabric CONSTRUCTION SPECIFICATIONS 10' Min. 1. Finished Land Surface will be graded as shown on grading plan. 2. The fill slope is not to exceed 1.6:1. 16" Min. 3. Topsoil will be removed from areas to be graded and stockpiled on GRADE location. 8 Min. 4. Areas to be filled will be cleared and grubbed. 5. Fill will consist of clean sand with gravel and will be placed in layers SECTION A-A VIEW Heavy Duty 12" Wide beginning at the toe and extending to the limits of the disturbed bank. 24" Access Cover I-112" Min.- Cast Iron Grate \-36" Min. Fence Post Driven 6. After fill and straw bale dike construction the drainage facilities may beGrade Min. 16" Into Ground installed. Flow Opening Pavers 7. Slope to be scarified where necessary for application of topsoil. Paving Gravel/Sand 8. Topsoil to be distributed to a uniform depth over the area. The topsoil PERSPECTIVE VIEW shall be promptly fertilized, seeded mulched, and stabilized b "tracking" Board Type o Road Base P P Y Y 9 Contact Media See Pavement ° Concrete with suitable equipment. CHAMBER Volume(gal) Cleanout May Be Extended A Detail 9. Apply topsoil to a depth of 2 inches. Lime to a H of 6.0. Fertilize with = Y \ \ Min. Concrete Strength Of 3000 PSI PP Y P P P Sedimentation Chamber 558 Silt Fence 600 lbs. of 5-10-10 or equivalent per acre. ® AnaerobicFiltratlonChamber 556 Minimum Of 3 Above Ground \ a \ g y / 36' Min. Fence Post \ -Bedding Layer 10. Seed to be applied uniform) b h droseedin Straw small rain mulch During Rough Grading \ Filter Fabric PP Y Y Y 9 ( grain) Q3 Aerobic Contact Filtration Chamber 248 I I / a applied at 2 ton/acre (90lbs/1,000sq.ft.) and anchored with wood fiber Clarification Chamber 125 4" Min. mulch h dromufch of 500-750 Ibs acre 11-171bs 1,000s ft. The wood Q Disinfection Chamber 11 Recirculation Finished FLOW 20" Min. Undisturbed Ground ( Y ) / ( / q ) Air Lift Pump Grade i Soil -� fiber mulch must be applied through a hydroseeder immediately after Total Volume 1,498 q P mulching. 4" Min. Embed Filter Cloth A 16 Min. 11. Silt Fence shal not be removed until full growth of the hydroseeded SPECIFICATIONS Min. Of 6" In Ground embankment has been established and approved and the embankment has Aerobic Media Grade Surface Away__,z Anaerobic Media PP/PE (.,, been inspected by the Engineering Section of Planning and Development. Board Type Aerobic Media PVC/PP/PE From Cleanout Set Height As Required SECTIOIN VIEW 12. All washed out and rutted areas on the embankment are to be filled in Aerobic Media PP/PE TRENCH DRAIN DETAIL the with topsoil and reseeded until full growth of the hydroseed has been Blower 5.3 cfm Aeration Assembly CONSTRUCTIOIN SPECIFICATIONS established for the embankment. Tank FRP (NOT 1f0 SCALE) 13. Watering will be dictated by weather conditions with 1 to 2 inches of water Piping PVC/PP/PE 45' Bend 1. SILT FENCE/FILTER FABRIC TO BEE FASTENED SECURELY TO FENCE POSTS per application. Access Covers Plastic/Cast Iron 14. All grading and landscaping disturbed on neighboring properties as a result Disinfectant(Optional) Chlorine Tablets WITH WIRE TIE=S OR STAPLES. ( p ) 2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL of existing erosion, construction or revegetation of the embankment, will be Compacted VDOT No. 10 Stone BE OVERLAPPED BY 6" AND FOLDED. restored by the contractor prior to issuance of certificate of completion. SECTION B-B VIEW / Or Sand To Support Riser 3. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN SILT FENCE. TOPSOIL 1I 4. POSTS TO BE. STEEL TYPE "T" OIR "U" OR HARDWOOD. Direction Of Flow 5. FILTER CLOTH TO BE FILTER X, NAIRAFI 10OX, STABALINKA TT140N OR 1. Topsoil shall have at least 2% by weight of fine texture stable organic FU.JICLEAN CEN- 10 DETAIL APPROVED EQUAL. material, and no greater than 6%. Muck soil shall not be considered 6. PREFABRICATED UNIT TO BE GEOIFAB, ENVIROFENCE, OR APPROVED topsoil. (NOT TO SCALE) -24" EQUAL. 2. Topsoil shal have not less than 20% fine textured material (passing the 4" Pipe To Advanced Sanitary Tee May Be Used In No. 200 sieve) and not more than 15% clay. Treatment System Lieu Of Wye And 45' Bend SILT FENCE DETAIL 3. Topsoil treated with soil sterilants or herbicides shall be so identified to Solid Dome the purchaser. Precast Concrete ELEVATION (NOT TO SCALE) 4. Topsoil shall be relatively free of stones over 1 & 1/2 inches, trash, Final Grade noxious weeds such as nutsedge and quackgrass, and will have less than To Grade-With CLEAN-OUT DETAIL 10% gravel by volume. Cast Iron Cover-If 5. Topsoil containing soluble salts greater than 500 ppm shall not be used. Under Paved Area 12 Min. (NOT TO SCALE) 24„ Max. PVC Frame SEEDING Min. Slope Empire Birdsfoot Trefoil 8lbs/ac. 0.20lbs/1,000sq.ft. 1/8" Per Ft. \X Grade Or Paving Grade Or Paving Min. or Common White Clover 8lbs/ac. 0.201bs/1,000sq.ft. /N-__ 2 _ . PLUS 50' Min. - Tall Fescue 20 Ibs/ac. 0.45lbs/1,000sq.ft. Pitch PLUS 1'x1' PVC Basin Existing Pavement Redtop or 2lbs/ac. 0.05lbs/1,000sq.ft. Depth As Needed Ryegrass (Perennial) 5lbs/ac. 0.10lbs/1,000sq.ft. 6' 6'" Min. Note: For Empire birdsfoot trefoil or Common white clover add innoculant Y P g Precast Concrete 25' Max. Min. 1/8" Per LF Mountable Berm immediate) prior to seeding. 3' Min. Existing Ground Filter Cloth PROFILE (Optional) Collar Sanitary Drainage Of Pitch Rings a 0 50' Min. c YARD DRAIN DETAIL (NOT TO SCALE) 0 Existing Ground 10' Min. V) a� 4" -� o a� 12' Min. 12' Min. Existing w o Pavement o PLAN VIEW 10 Mil Plastic Lining . Z 10' Min. Wood Frame Securely Fastened Around Entire Perimeter With Two Stakes 3' Min. I 10' CONSTRUCTION SPECIFICATIONS SECTION A-A Ground Clean Med. Coarse Sand & 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. Water L Gravel Backfill Under And Around 6' Min. Two-Stacked 1O'Min. Pool ((0.3 Min. to 11 Size) Penetration Into PROJECT INFORMATION PROJECT 2. LENGTH - NOT LESS THAN 50, FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 2x12 Rough I ~) Rateable Sand 30 FOOT MINIMUM LENGTH WOIULD APPLY). Wood Frame 2 DATE 5/7/2025 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. Stake (Typ.) Underlyincg Sand & Gravel Strata DRAWN BY: DK DETAIL SHEET 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS LEACHING POOL DETAIL CHECKED BY: MJR WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE. A A (NOT TO SCALE) SCALE: 1 "=20' OF PROPERTY 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING. 1O'Min. AREA: 1 .65 ACRES 10 Mil Plastic Lining 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION 72,086.7 SQ.FT. SITUATED: PECONIC, TOWN OF SOUTHOLD ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A DATUM: NAVD'88 SCTM: DIST. 1000 SEC. 86 BLK. 7 LOT 7.4 MOUNTABLE: BERM WITH 5:1 SLOPES WILL BE PERMITTED. SEAL 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. PLAN _ ^ WHEN WASHING IS REQUIRED IIT SHALL BE DONE ON AN AREA STABILIZED WITH STONE ��EL , �P AND WHICH DRAINS INTO AN�AIPPROVED SEDIMENT TRAPPING DEVICE. CONCRETE WASHOUT DETAIL � � R� OFNEty � art h1kcam"t": 8 � (NOT TO SCALE) n 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. I ,_- Uj STABILIZED CONSTRUCTION ACCESS (NOT TO SCALE) 'Q s� a0 ��\ 39 WEST MAIN STREET ` ESSICS OYSTER BAY, NY 11771 GENERAL NOTES 22. THESE DRAWINGS As INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE REINFORCING STEEL DIMENSIONED WOOD FRAMING NOTES: STRUCTURAL STEEL PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR WHICH THEY 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE NEW YORK BUILDING CODE ARE MADE IS EXECUTED OR NOT.THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS 1. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM 1. THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED AS 1. STRUCTURAL STEEL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH OR EXTENSIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH SPECIFICATION OF DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: THE LATEST AISC "ALLOWABLE STRENGTH DESIGN 2020. ALL WORK SHALL CONFORM TO LATEST N.Y.S. BUILDING CODE AND ALL RULES APPROPRIATE COMPENSATION TO THE ARCHITECT OR ENGINEER. ASD( ) SPECIFICATION FOR AND REGULATIONS. REINFORCEMENT, ASTM A615, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL STRUCTURAL STEEL BUILDINGS". 23. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, REINFORCING BARS, ASTM A775, STANDARD SPECIFICATION FOR FABRICATION AND JOISTS, RAFTERS AND STUDS: 2. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607 OF NEW YORK STATE JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCING BARS, ASTM D3963, 2. MATERIALS: CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK PERFORMED STANDARD SPECIFICATION FOR EPDXY-COATED STEEL WIRE AND WELDED WIRE DOUGLAS FIR-LARCH OR DOUGLAS FIR-LARCH (NORTH), NO.2. BUILDING CODE 2020. FROM AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. REINFORCEMENT, ASTM A884. DETAILIING OF REINFORCEMENT, ASTM A615. DETAILING FB (BASE) = 850 PSI A. WIDE FLANGE SHAPES: ASTM A992 GRADE 50 3. THE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND OF REINFORCING STEEL SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE FV(BASE) =180 PSI B. AMERICAN STANDARD SHAPES,ANGLES, PRESSURES SPECIFIED IN SECTION 1609. 24. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL BUILDING DETAILING MANUAL. E (BASE) =1,600,000 PSI PLATES AND BARS: ASTM A36 DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY WORK. C. STRUCTURAL STEELTUBING, RECTANGULAR 4. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING LOADS: 25. IF ANY, CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING UTILITY 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A185 (70,000 PSI 2. THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR CONNECTIONS IS AND SQUARE: ASTM A500. GRADE B (FY=46 KSI) MINIMUM) AND SHALL BE SUPPLIED IN FLAT SHEETS.ALL WELDING WIRE FABRIC SHALL BASED ON THE LUMBER HAVING A MOISTURE CONTENT AT THE TIME OF INSTALLATION D. BOLTS: ASTM 325 LINES IN AREA OF FOUNDATION WORK AND SHALL USE HAND EXCAVATION IN AREAS A. FLOOR LIVE LOAD: 40 PSF OF SUSPECTED UNDER GROUND UTILITIES AND SERVICES. IF ANY LINES ARE BROKEN BE LAPPED TWO (2) FULL MESH PANELS AT ENDS AND SIDES AND TIED SECURELY, OF 19%OR LESS. E. ANCHOR RODS: ASTM F1554, GRADE 36 OR DAMAGED, THE CONTRACTOR WILL REPAIR AND REPLACE SAME AT HIS OWN UNLESS OTHERWISE NOTED. F. WELDING ELECTRODE: ASTM E70XX, LOW HYDROGEN B. ROOF LOADS: EXPENSE AND ARRANGE FOR PROPER INSPECTION OF HIS WORK. 3. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH "CROWN" UP (I.E. POSITIVE CAMBER) G. SHEAR CONNECTORS: 3/4" 0 ASTM A-108 3. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE SUPPORTED AND WITHIN 1/2 INCH OF STRAIGHT, END-TO-END ALIGNMENT. BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED FOR EARTH BEARING 3. ALL BEAMS AND GIRDERS SHALL BE PROVIDED WITH FLEXIBLE SHEAR CONNECTIONS SNOW:OCCUPANCY CATEGORY II AT A MAXIMUM OF 4'-0" ON CENTER I N EACH DIRECTION. DEPTH OF SUPPORT SHALL 4. SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, ETC.) LUMBER SHALL NOT EQUAL IN VALUE TO THE LOADS SHOWN ON THE AISC SAFE LOAD TABLES PLUS THE GROUND SNOW LOAD, Pg 20 PSF CONCRETE NOTES PROVIDE FOR 3/4"TOP COVER TO REINIFORCING, UNLESS OTHERWISE NOTED. BE USED. PERCENTAGE LISTED BELOW, UNLESS OTHERWISE NOTED. EXPOSURE FACTOR,Ce 1.0 THERMAL FACTOR,Ct 1.0 1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED BELOW, 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 5'-0" CENTERS MAXIMUM, FOR ALL S. NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR RAFTERS A. ALL BEAMS WITHOUT STUD SHEAR CONNECTORS = +3S% IMPORTANCE FACTOR, Is 1.0 UNLESS OTHERWISE NOTED: SLABS ABOVE GRADE. SHALL NOT EXCEED ONE-SIXTH THE MEMBER DEPTH AND SHALL NOT BE LOCATED IN B. ALL GIRDERS WITHOUT STUD SHEAR CONNECTORS = + 35% FLAT ROOF SNOW LOAD, Pf 20.0 PSF THE MIDDLE THIRD OF THE SPAN. END NOTCHES SHALL NOT EXCEED ONE-FOURTH THE C. ALL BEAMS WITH STUD SHEAR CONNECTORS = + 65% USAGE 28 DAY MAX AGG. 5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN MEMBER DEPTH. BORED HOLES SHALL NOT BE WITHIN TWO INCHES OF THE TOP AND D. ALL GIRDERS WITH STUD SHEAR CONNECTORS = + 65% C. WIND DESIGN DATA: STRENGTH (PSI) SIZE ACCORDANCE WITH ACI PUBLICATION 315, LATEST EDITION. BOTTOM OF THE MEMBER AND THEIR DIAMETER SHALL NOT EXCEED ONE-THIRD THE WIND LOADS HAVE BEEN DETERMINED BASED ON SECTION 1609.1.1 IN ACCORDANCE WITH MEMBER DEPTH, UNLESS OTHERWISE NOTED ON PLANS. THESE REQUIREMENTS SHALL BE ADJUSTED AS NECESSARY FOR MEMBERS THAT ASCE 7,SECTION 6.5, METHOD 2 ANALYTICAL PROCEDURE A. SLAB ON GRADE 4000 S.C. 1" 6. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT ONLY UNLESS SUPPORT OTHER BEAMS. THIS PROVISION MAY BE REDUCED ONLY WHERE B. FOUNDATION AND BASEMENT WALLS 4000 S.C. 1" OTHERWISE NOTED. ALL REINFORCING SHALL LAP 36 BAR DIAMETERS MINIMUM AT SPECIFICALLY PERMITTED BY THE STRUCTURAL ENGINEER. CONNECTIONS SHALL BE OCCUPANCY CATEGORY 11 C. PIERS 4000 S.C. 1" SPLICES UNLESS OTHERWISE NOTED. SHEATHING PANELS: DESIGNED TO DEVELOP A MINIMUM END REACTION OF 6.0 KIPS. USE A MINIMUM OF 2 BASIC WIND SPEED (3-SECOND GUST) 140 MPH IMPORTANCE FACTOR, Iw 1.0 D. RETAINING WALLS 4000 S.C. 1" BOLTS FOR ALL BOLTED CONNECTIONS. EXPOSURE 1. 7. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS (SEE SECTION 20.6.1 ACI 318, FOR 1. SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD ("OSB"), SHALL INTERNAL PRESSURE COEFFICIENT 0.18 2. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE CONDITIONS NOT NOTED) UNLESS NOTED OTHERWISE IN PLANS. CONFORM TO U.S. PRODUCT STANDARD PS-1, AND BEAR THE APA GRADE-TRADEMARK 4. THE USE OF THE CUTTING TORCH IN THE FIELD WILL NOT BE PERMITTED. DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING ON BUILDING WALLS (USE SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE OF THE AMERICAN PLYWOOD ASSOCIATION, ONLY PLYWOOD SHALL BE USED ON ZONE 4 GENERALLY; USE ZONES WITHIN 3-0" OF BUILDING WALL CORNERS): AGGREGATE, NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM C33 AND A. FORMED WALL 2" BACKFILL SIDE. 3/4" FRONT SIDE FLOORS. 5. ENDS OF BEAMS AND WEBS SHALL BE REINFORCED WHERE CUTS OR COPES REDUCE TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. B. FOOTING 3" 2. SHEATHING PANELS FOR FLOORS, ROOF,AND WALLS SHALL BE APA RATED SHEATHING, STRENGTH BELOW REQUIRED VALUES. S. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. SUPPORT OF C. SLABS ON GRADE 3/4 TOP,3" BOTTOM EXPOSURE 1, WITH A MINIMUM SPAN INDEX RATING OF 32/16. SEE ARCHITECTURAL ANY CONSTRUCTION EQUIPMENT INCLUDING REINFORCING OF THE BUILDING CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE D. STRUCTURAL SLABS 3/4"' PLANS FOR THICKNESS. 6. WHERE MILLED STIFFENERS ARE REQUIRED, THERE SHALL BE NO WELD PLACED AT STRUCTURE IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. CONSTRUCTION SPECIFICATIONS AS LW OR LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR SHALE 3. SHEATHING PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE GRAIN THE MILLED SURFACES (EXCEPT FOR TACK WELDS OR WHERE SHOWN OTHERWISE). NO MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOFS. LOAD COARSE AGGREGATE CONFORMING TO ASTM C330, NATURAL SAND AND TYPE 1 8. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS,SEE DETAILS. PERPENDICULAR ACROSS SUPPORTS AND CONTINUOUS OVER TWO OR MORE SPANS. WELD SHALL BE PLACED IN CLIPPED CORNERS OF STIFFENERS. SHALL NOT EXCEED DESIGN LIVE LOAD FOR EACH PARTICULAR LOAD. PORTLAND CEMENT CONFORMING TO ASTM C150. LW CONCRETE SHALL NOT WEIGH PROVIDE 1/8" SPACE BETWEEN PANEL EDGES PARALLEL TO FACE GRAIN, 1/16" SPACE LESS THAN 95 NOR MORE THAN 11GPCF. 9. WELDING OF REINFORCING BARS, ONLY WHEN PERMITTED BY THE STRUCTURAL BETWEEN PANEL EDGES OVER SUPPORTING MEMBERS. 7. ALL WELDING SHALL BE SUBJE.CTTO INSPECTION AND SHALL BE IN ACCORDANCE WITH 6. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD D1.4-79; THE LATEST MANUALS OF THE AMERICAN WELDING SOCIETY. NO WELD SHALL START ENGINEERING OF THE FORM WORK, SHORIES AND RE-SHORES, AS WELL AS ITS 3. ALL CONCRETE SHALL BE A MINIMUM 4000 PSI @ 28 DAY TEST. BARS SHALL CONFORM TO ASTM A70(6. ELECTRODES FOR SHOP AND FIELD WELDING 4. FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH CONSTRUCTION UNLESS AN INSPECTOR ENGAGED BY THE OWNER IS PRESENT (IN THE SHOP AND IN CONSTRUCTION, SHALL BE THE RESPONSIBIILITY OF THE CONTRACTOR. ALL SUCH OF REINFORCEMENT BARS SHALL CONFORM TO ASTM A233, CLASS E90XX. SCHEDULED ADHESIVE SUCH AS PL200, LAID IN A CONTINUOUS 1/4" WIDE BEAD ALONG THE THE FIELD). SHOP DRAWINGS APPROVED BY THE STRUCTURAL ENGINEER WITH THEIR ENGINEERING SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER LICENSED IN THE 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP AT THE OR DETAILED REINFORCEMENT SHALL NOT BE TACK WELD FOR ANY REASON. MEMBER LENGTH. STAMP OF APPROVAL OR AS NOTED SHALL BE PROVIDED TO THE INSPECTION AGENCY. STATE OF NEW YORK. POINT OF DISCHARGE AS FOLLOWS: ALL WELDING IS TO BE DONE BY WELDERS LICENSED IN ACCORDANCE WITH ALL 10. DEFORMED BAR ANCHORS SHALL (CONFORM TO STANDARD SPECIFICATION FOR 5. AT DESIGNATED SHEAR WALLS, HORIZONTAL EDGES OF WALL SHEATHING SHALL BE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, AND THE RULES AND 7. THE METHODS, PROCEDURES, AND SEQUiENCES OF CONSTRUCTION ARE THE A. RAMPS AND SLOPING SURFACES -3" MAXIMUM DEFORMED STEEL WIRE FOR CONCRETE REINFORCEMENT ASTM A496 WITH A MINIMUM BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE BACKING FOR SPECIFIED REGULATIONS OF THE BOARD OF STANDARDS AND APPEALS. RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR SHALL B. FOUNDATION CONCRETE -3"TO 6" YIELD STRENGTH OF 70,000 PSI. STAN DARD ASTM A615 GRADE 60 REINFORCING BARS PANEL EDGE NAILING. TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY OF THE C. ALL OTHER CONCRETE -3"TO 5" MAY NOT BE SUBSTITUTED FOR DEFORMED BAR ANCHORS UNLESS PERMITTED BY THE 8. WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED AND/OR WHERE NOTED M.C. STRUCTURE AT ALL STAGES OF CONSTRUCTIOIN. CONTRACTOR SHALL BE RESPONSIBLE STRUCTURAL ENGINEER. ON DRAWINGS, THE CONNECTION SHALL BE MADE TO DEVELOP THE FULL STRENGTH FOR ADEQUATELY BRACING AND PROTECTI�gG ALL WORK DURING CONSTRUCTION S. MIXING,TRANSPORTING,AND PLACING OF CONCRETE SHALL CONFORM TO ACI 301. LAMINATED VENEER LUMBER LAMINATED STRUCTURAL OF THE SECTION. SUCH CONNECTIONS SHALL NOT INTERFERE WITH ANY AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT 11. PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM 4x4-W2.OxW2.0 IN ALL TOPPING ARCHITECTURAL OR MECHANICAL CLEARANCES. ACCORDING TO APPLICABLE CODES, STANDARDS,AND GOOD PRACTICE. 6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE POURS. ALL SLABS UNLESS OTHERWISE NOTED. LUMBER AND PARALLEL STRAND LUMBER NOTES: CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS WITH VERTICAL 9. SUBMIT SHOP DRAWINGS, ERECTION PLANS, WORK PROCEDURES, AND 1. LAMINATED VENEER LUMBER (LVL) SHALL BE 8. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT BULKHEADS. THE LOCATIONS OF THE CONSTRUCTION JOINTS SHALL BE APPROVED BY 12. PROVIDE #4 AT 12" CENTERS MINIMUN,1, EACH WAY TOP, IN ALL HOUSEKEEPING PADS "MICRO-LAM" AS MANUFACTURED BY QUALIFICATIONS TO THE STRUCTURAL ENGINEER FOR APPROVAL. DOCUMENTS. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND THE STRUCTURAL_ ENGINEER. ADDITIONAL REINFORCING AT CONSTRUCTION JOINTS SUPPORTING MECHANICAL EQUIPMENT WHETHER SHOWN ON THESE DRAWINGS OR WEYERHAEUSER, "G-P LAM" AS MANUFACTURED BY THE GEORGIA PACIFIC PLUMBING DRAWINGS FOR SLEEVES, CURBS„ INSERTS, ETC. NOT HEREIN INDICATED. SHALL BE SPECIFIED BY THE STRUCTURAL,_.ENGINEER, SEE TYPICAL DETAIL. DRAWING NOT UNLESS OTHERWISE NOTED. CORPORATION OR "GANG-LAM" AS MANUFACTURED BY THE LOUISIANA PACIFIC 10. FULL PENETRATION GROOVE WELDS ARE TO BE ULTRASONICALLY TESTED. OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION OR DIAMETER OF 12 INCHES OR SHOWING LOCATIONS OF CONSTRUCTION JOINTS SHALL BE SUBMITTED BY THE AS LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OR REINFORCEMENT, UNLESS GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW AND CORPORATION. PARALLEL STRAND LUMBER (PSL) SHALL BE BER (LSL) S LL OTHERWISE NOTED. THE LOCATION OF SLEEVES OR OPENINGS IN STRUCTURAL VERIFICATION. MANUFACTURED BY WEYERHAEUSER. LAMINATED STRUCTURAL LUMBER (LSL) SHALL 11. ALL CONNECTIONS USING HIGH STRENGTH BOLTS SHALL BE TESTED BY OWNERS FRAMING NOTES: BE "TIMBERSTRAND"AS MANUFACTURED BY WEYERHAEUSER. TESTING LAB. MEMBERS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. 7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 SACKS OF 1. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW AREAS. 2. MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF BEAMS 12. HIGH STRENGTH BOLTS OR WELD SHALL BE USED IN THE FOLLOWING LOCATIONS: CEMENT PER CUBIC YARD. NO FLY ASH SHALL BE USED IN ANY CONCRETE. ALL INSTALL AND REMOVE (AFTER COMPLETION) ALL TEMPORARY SUPPORTS, HEADERS DESIGNATED AS LVL, PSL,AND LSL MATERIAL SHALL BE AS FOLLOWS: CANTILEVERED MEMBERS (EACH SIDE), MEMBERS NOTED M.C., AT MEMBERS 9. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, FLOOR ELEVATIONS, SLOPES AND EXPOSED CONCRETE TO BE AIR ENTRAINED AIR CONTENT SHOULD BE 6 PERCENT WITH AND DUST SCREENS TO ADEQUATELY SUSTAIN ALL LOADS. SUPPORTING MACHINERY OR OTHER MECHANICAL EQUIPMENT, AT ALL HANGER, POST, THE LOCATION OF DEPRESSED FLOOR AREAS. A TOLERANCE OF + -1.5 PERCENT. 2.0E LVL 2.0E PSL 1.55E LSL STRUT AND COLUMN CONNECTIONS, AT MEMBERS FRAMING TO COLUMNS AND WITHIN 2. ALL WOOD FRAMING NOTED AS 2x MATERIAL TO BE DOUGLAS FIR GRADE 2 OR BETTER FB (FOR DEPTHS <_12") = 2600 PSI 2900 PSI 2325 PSI 3'-0" OF COLUMNS. 10. CONTRACTOR SHALL CHECK AND VERIFY AILL CONDITIONS AT THE SITE PRIOR TO 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, UNLESS OTHERWISE NOTED. FC (PARALLEL TO GRAIN) - 2510 PSI 2900 PSI 2170 PSI STARTING WORK AND SHALL FAMILIARIZE HIM1SELF WITH THE INTENT OF THESE PLANS PIPE SLEEVES, ANCHOR BOLTS, ETC. AS REQUIRED FOR MECHANICAL TRADES BEFORE FC (PERPENDICULAR TO GRAIN) = 750 PSI 62S PSI 900 PSI 13. WHERE A307 BOLTS ARE USED, THREADS SHALL BE DISTORTED AFTER INSTALLATION AND MAKE WORK COMPLY WITH THE SAME. CONCRETE IS POURED; THESE ITEMS ARE TO BE INSTALLED BY GENERAL CONTRACTOR. 3. FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN 300 FV- 28S PSI 290 PSI 310 PSI TO PREVENT NUTS FROM BACKING OFF. SLOT AND SLEEVE DRAWINGS SHALL BE SUBMITTED BY THE GENERAL CONTRACTOR FEET, MIN. (OR AS PER MANUFACTURER'S SPECIFICATION), OF A SALT WATER E = 2,000,000 PSI 2,000,000 PSI1,550,000 11. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO TO THE STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. SHORELINE SHALL BE STAINLESS STEEIL. PSI 14. ALL STEEL IS TO BE ERECTED) WITH NATURAL CAMBER UNLESS OTHERWISE NOTED; CONSTRUCTION AND PRIOR TO ORDERING MAGI-ERIALS. KEEP ENDS OF ALL CANTILEVERS UP AS NOTED ON DRAWINGS. 9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON PLANS 4 WOOD SILLS TO BE (1) 2 x 6 A.C.Q. LIUMBER WITH 1/2 DIA. ANCHOR BOLTS 12 LONG MEMBER SIZES SHOWN ON PLAN (WIDTH X DEPTH) SPECIFIED AS LVL MAY BE MINIMUM AT 3'-0" O.C.AND T-O"AWAY [FROM CORNERS UNLESS OTHERWISE NOTED. CONSTRUCTED OF MULTIPLE LVL PLIES OR PSL OF THE SPECIFIED DEPTH, FASTENED 12. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED. 15. STRUCTURAL MEMBERS TO BE PAINTED WITH THE FOLLOWING PRIMER, 10-99 TNEMEC 13. THE GENERAL CONTRACTOR SHALL CONv1PARE STRUCTURAL SECTIONS WITH 10. FILLALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO THE SAME TOGETHER BY NAILING OR BOLTING AS REQUIRED. MEMBER SIZES FOLLOWED ONLY BY PRIMER" MODIFIED ALKYD RUST INHIBITIVE PRIMER, TNEMEC CO., INC. OR APPROVED ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE ARCHITECT PRIOR DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS OTHERWISE SHOWN. S. PROVIDE DOUBLE HEADERS, TRIMMEF2S,AND FRAMING AT ALL STAIR OPENINGS, FLOOR PSL MUST BE INSTALLED AS A SOLID MEMBER, NOT BUILT-UP. EQUAL. (DRY FILM THICKNESS 2.9 TO 3.5 MILS) TO FABRICATION OR INSTALLING STRUCTURAL MEMBERS. OPENINGS, BATHTUBS,AND ALL POSTS AND PARTITIONS RUNNING PARALLEL TO FLOOR 11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE DIAMETER FRAMING. PROVIDE BLOCKING (UNDER ALL PARTITION WALLS RUNNING 3. MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION FROM STEEL DECK NOTES 14. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY CONTRACTOR, LARGER THAN 1/3 THE SLAB THICKNESS AND SHALL NOT BE SPACED CLOSER THAN PERPENDICULAR TO JOISTS. THE ENGINEER. SUB-CONTRACTOR, ERECTOR, FABRICATOR, MATERIAL SUPPLIER, ETC. IN LIEU OF THEIR DIAMETERS ON CENTER. ALUMINUM CONDUITS SHALL NOT BE PLACED IN x 3" 1. STEEL DECK SHALL BE DESIGNED,OR 18 GA CROSS BRIDGING & NOT TO THE CURRENT SPECIFICATION OOF F: FABRICATED, AND ERECTED IN ACCORDANCE WITH PREPARATION OF SHOP DRADRAWINGS, SIGNIFIES HIS ACCEPTANCE OF ALL INFORMATION CONCRETE. 6. BRIDGING TO BE EITHER SOLID OR (;1) 1" THE STEEL DECK INSTITUTE. SHOWN HERE ON AS CORRECT AND OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL EXCEED A MAXIMUM 8'-0" O.C. 2. COMPOSITE FORMED STEEL FLOOR DECK TO BE 2" DEEP, 20 GAGE (UNCOATED STEEL OR IMPLIED,ARISING DUE TO ANY ERRORS THAT MAY OCCUR HERE ON. 12. NO ALUMINUM SHALL BE CAST IN CONCRETE. 7. ALL NON-BEARING INTERIOR HEADERS TO BE (2) 2"x 6" UNLESS OTHERWISE NOTED. THICKNESS = 0.0358"), GALV'ANIZED (G60 COATING), UNITED STEEL DECK TYPE 15. ALL CODES, COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS, ETC. REFERRED TO 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. WORK LOK-FLO8 ALL INTERIOR HEADERS SHALL BE (2) 2"x 8" UNLESS OTHERWISE NOTED. CORPORATION,COMPOSITE OR AN FLOOR O AP DECK AS MANUFACTURED PROVED EQUAL, UNLESS OTHERWISE NOTED. CANAM STEEL IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE PROJECT SPECIFICATIONS SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP DRAWINGS. INCLUDE ALL AMENDMENTS, SUPPLEMENTS AND ADDENDA IN FORCE AT THE DATE OF 9. ALL STRUCTURAL WOOD SHALL BE KEIPT2" CLEAR FROM CHIMNEYS. 3. FORMED STEEL ROOF DECK TOBE 1-1/2" DEEP, 20 GAGE (UNCOATED STEEL THICKNESS = THESE DOCUMENTS. 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING SUBMISSION OF CONCRETE TEST 0.0358"), GALVANIZED (G60 COATING)., WIDE RIB, UNITED STEEL DECK"B" DECK PROFILE, 16. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE MIXES. 10. JOIST HANGER TECO CONNECTIONS, REQUIRED AT ALL FLUSH STRUCTURAL LOAD AS MANUFACTURED BY CANAM STEEL DECK, INCORPORATED OR AN APPROVED EQUAL, ARCHITECT OR ENGINEER WILL NEGATE THE CERTIFICATION OF THESE PLANS. CARRYING CONDITIONS, ETC. TO BE BY AN APPROVED MANUFACTURER FOR FLUSH UNLESS OTHERWISE NOTED. 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS CHECKED STRUCTURAL FRAMING. WHEN IN CONTACT WITH A.C.Q. USE NEW DOUBLE DIP 17. IF IN THE COURSE OF CONSTRUCTION A CO(gDITION EXISTS WHICH DISAGREES WITH AND APPROVED BYTHE STRUCTURAL ENGINEER OF RECORD. GALVANIZED FRAMING HARDWARE. 4. THE STEEL DECK SHALL BE SUPPLIED IN MINIMUM LENGTHS AS REQUIRED TO PROVIDE THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND A "3-SPAN" CONDITION END CLOSURES, ROOF SUMPS, CLOSURES AT PENETRATIONS, NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE 11. FRAMING CONNECTIONS FROM EXTERIOR WALL TO ROOF ARE TO BE TIED WITH FRAME AND ALL OTHER ACCESSORIES NECESSARY FOR A COMPLETE INSTALLATION ARE AND CONTINUE WITH WORK, HE SHALL ASSIUME ALL RESPONSIBILITY AND LIABILITY CONNECTIONS. REQUIRED. THEREFROM. 12. ALL BEAMS MUST HAVE SOLID BEAMING TO FOUNDATION, (REFER TO CONSTRUCTION S. COMPOSITE FORMED STEEL FLOOR DECK SHALL BE WELDED TO SUPPORTING STEEL 18. CONSTRUCTION SHALL COMPLY WITH ALL. FEDERAL, STATE AND LOCAL CODES, DETAILS). WITH 5/8" DIAMETER PUDDLE WELDS AT 12" ON CENTER, UNLESS OTHERWISE NOTED. ORDINANCES, RULES AND REGULATIONS. C(ONTRACTOR SHALL ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUIDING THE CERTIFICATE OF OCCUPANCY. 13. ALL HEADERS EXCEEDING 5'-0" SHALL HAVE A DOUBLE JACK STUD WITH A DOUBLE INTERMEDIATE SIDE CONNECTIONS SHALL BE MADE WITH #10 SELF TAPPING SCREWS OR WELDED WITH 1 1/2" LONG WELDS AT A MAXIMUM SPACING OF 3'-0" ON CENTER, KING STUD AND A DOUBLE SILL PLATE.. UNLESS OTHERWISE NOTED. IN LIEU OF PUDDLE WELDS, POWDER ACTUATED 19. WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED ABOVE AND OTHER CODES, PUBLICATIONS, SPECIFICATIONS AND DRAWINGS CITED HEREIN, 14. 'ACQ' DESIGNATION REFERS TO CURRIENT ARSENIC-FREE TREATED WOOD STANDARDS FASTENERS HAVING THE SAME CAPACITY AS THE SPECIFIED PUDDLE WELDS, MAY BE USED. FASTENERS SHALL BE MANUFACTURED BY HILTI, INC. OR AN APPROVED EQUAL. THE REQUIREMENTS OF THE MORE STRINGENT ITEM SHALL GOVERN. AND SHALLTAKE THE PLACE OF'CCA'. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER INDICATING 20. ANY SUBSTITUTIONS OR ALTERNATES (DETAILS, MEMBERS, ETC.) MAY BE USED IF SUCH 15. FIREBLOCKING SHALL BE PROVIDED( IN CONCEALED SPACES OF STUD WALLS AND FASTENER DATA INCLUDING; SIZE VS. STEEL SUBSTRATE MATERIAL, SPACING, PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT CAPACITIES, INCLUDING DIAPHRAGM SHEAR CAPACITIES, METHOD OF INSTALLATION SUBSTITUTION OR ALTERNATES ARE SUBMITTED TO THE ENGINEER FOR REVIEW AND 10-FOOT INTERVALS BOTH VERTICALAIND HORIZONTAL. AND PROGRAM FOR QUALITY ASSURANCE OF INSTALLATION. ACCEPTANCE IS GRANTED; HOWEVER, THE ENGINEER SHALL BE THE SOLE JUDGE OF ACCEPTABILITY. IN ANY EVENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 6. STEEL DECK MUST BE PROTIECTED BEFORE & AFTER ERECTION AND ALL DEBRIS DESIGN OF SUCH ALTERNATES AND SUBSTITUTIONS WHICH HE PROPOSES. THE LEANED FROM ITS SURFACE WHERE CONCRETE WILL BE POURED ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CHANGES WITHOUT NOTIFICATION. Professional Seal Revisions 21. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. No. Date Rev. Title IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR A COMPLETE JOB IN ALL OF NEW 1 006/25 PERMIT SET 7430 Indian Neck Ln. RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR MATERIALS AND/OR LABOR Co 3 REQUIRED TO COMPLETE THE WORK,AS INDICATED. �P BUc 2 ---- r e , 4 --/--/-- ---- w 5 --/--/-- THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, 6 SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS. SHEET TITLE: 2 A C BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL' gzca+ ., -/ -/ � �1042� ---- -- '- - BEFORE STARTING EACH PORTION OF THE WORK,CAREFULLY STUDY AND COMPARE THE VARIOUS Aj r aP� CONTRACT DOCUMENTS RELATED TO THAT PORTION OF THE WORK,AS WELL AS THE INFORMATION 7430 Indian Neck L n • cp c JSIO 8 FURNISHED BY THE OWNER. GENERAL NOTES OFE ` --/-.-/-- 33 Flying Point Rd. Suite 208 THE CONTRACTOR SHALL SIMILARLY ENSURE THAT ALL SUBCONTRACTORS CAREFULLY STUDY AND 0 ,0% 0 S U COMPARE THE VARIOUS CONTRACT DOCUMENTS RELATED TO THEIR RESPECTIVE SCOPES OF WORK. Pecon is NY 11958 �• Southampton N.Y. 11968 SUBCONTRACTORS SHALL INSPECT WORK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR ANY ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WITH THE CONTRACT L�� u. „ -P Office: (631) 260-0840 DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT WITH INDUSTRY STANDARDS OR BEST PRACTICES.THE CONTRACTOR SHALL PROMPTLY REPORT TO THE Desigrn By ST B STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE Sean Buchner, P.E. Seanb@buchner-engineering.COm KNOWN TO THE CONTRACTOR. NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN New Construction Principle / Owner THE CONSTRUCTION DOCUMENTS)WITHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER Buchner Engineering PLLC Sheet# ENGINEERING PLLC. BUCHNER ENGINEERING COPYRIGHT®2025 BY BUCHNER ENGINEERING PLLC.ALL RIGHTS RESERVED.THE PLANS ALL OTHER MATERIALS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF Date a5 8/2025 ca BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY,IN ANY e: MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC. DETAIL CALLOUTS SPAN ARROW SPAN ARROW BEAM STANDARD CALLOUT LATERAL STEEL SPAN DIRECTION #OF 4" PLIES ***ALL LVL PLIES TO BE WIDTH SHEAR WALL DESIGN ID ----NEWS"SLAB ON GRADE W/ RAFTER PITCH EXTENT5 OF LVL BEAM (X)*DEPTH* LVL (COMBO OF PLY FOOD B EOLODDOWONO) CONNECTIONOMENT VALUE SLAB ON WWF 4X4 W-2.OxW-2.0, DIRECTION—�� z FRAMING —� OVER 10MIL VAPOR BARRIER SEGMENTED SW-# MOMENT (FT-KIPS) DETAIL L _ GRADE RAFTERS x � --r�j --�� °o°o FRAME STEEL BEAM CALLOUT X �' BEAM BELOW #OF4" PLIES S H EAR WALL °HD°° HD GRAVITY REACTION I 5-XX JOIST/RAFTER _ _ _ X*DEPTH* LVL _ _ # MOMENT TYPE.&SPACING TYPICAL PLANE # CONNECTION UNEXCAVATED OR WELL SYMBOL U N EXCAVATED COMPACTED FILL 9S% MODIFIED #OF 4 PLIES SW-#(CONTINUOUSABOVE/BELOW OPENING) DIAGONAL PROCTOR DENSITY, NO FINES 4 P E R FO RATE D ION X AREA OR ORGANICS CEILING 4 _ ;_ O /4 LVL W/(2)1/2 x 11 STL PLTS w " CROSS BRACE SECT S-XX SP CING � FLITCH BEAM 311-1 SHEAR WALL HD 17HD BRACED JOISTS DASHED SPAN 40SS BRACE SHAPE CALLOUT LINE FRAME STEEL BEAM CALLOUT (TOP OF WALL) (TOP OF SHELF) �T.O.W. WSWH[X]x[Y] STRONG WALL � T.°.5 SIMPSON EL. _-X'-X" EL. _ -X'-X" TJ I *DEPTH* SP* CING*SERIES* WALL ELEVATION TRONG WALL STRONG CALLOUTS i WIDTH B.O.F.=7-1" (BOTM. OF FOOTING) EXISTING ISOLATED BP-2 r 3�0 � FRAMING FOOTING I I ABBREVIATIONS AND SYMBOLS FRAMING LEGEND — -� AB ANCHOR BOLT PL PLATE ARCM ARCHITECT PLF POUNDS PER LINEAR FOOT - STEEL COLUMN BELOW BC BOTTOM CHORD PLWD PLYWOOD -STEEL COLUMN ABOVE/BELOW EL BELOW PSF POUNDS PER SQUARE FOOT BM BEAM PSI POUNDS PER SQUARE INCH BO BOTTOM OF PSL PARALLEL STRAND LUMBER L� BP BASEPLATE RF ROOF GN� -STEEL COLUMN ABOVE BOS BOTTOM OF STEEL RJ ROOF JOIST jGJBRACING RTNG ® -COLUMN BELOW BRG(� BEARING SCHED SC H EDULET ® -COLUMN ABOVE/BELOW BS BOTH SIDES SECT SECTION BOTH SF SQUARE FEET ❑ -COLUMN ABOVE CW WAYS CAMBER SHTHG SHEATHING *** WOOD POSTS TO BE(2)-2x MIN. U.O.N. CA COLUMN ABOVE SIM SIMILAR -MATCH WALL THICKNESS CANT CANTILEVER SOG SLAB ON GRADE CB COLUMN BELOW SPEC SPECIFICATION CC CENTER TO CENTER SS STAINLESS STEEL - LOAD BEARING WALL BELOW CF CUBIC FOOT STAG STAGGER - LOAD BEARING WALL ABOVE CIP CAST IN PLACE STIF STIFFENER CL CENTERLINE STL STEEL &SW-X- INDICATES SHEARWALL L COLUMN STRUCT STRUCTURAL CONIC CONCRETE TO TOPOF HID - INDICATES APPPDX. CY CUBIC YARD TIC TOP CHORD LOCATION OF SIMPSON HDU DIA DIAMETER TEMP TEMPORARY HOLDOWN DET DETAIL TOC TOP OF CONCRETE DN DOWN TOF TOP OF FOOTING DWL DOWEL TOS TOP OF STEEL EF EACH FACE TOW TOP OF WALL EOS EDGE OF SLAB TYP TYPICAL EP EMBEDDED PATE t10N UNLESS OTHERWISE NOTED EQ EQUAL VIF VERIFY IN FIELD EX EXISTING W/ WITH F FOOTING WP WORKING POINT FDN FOUNDATION WWR WELDED WIRE REINFORCEMENT FIN FINISH FJ FLOOR JOIST FLG FLANGE FRMG FRAMING FT FEET FTG FOOTING GALV GALVANIZED GR GRADE HDR HEADER I IGR I IANGER HORIZ HORIZONTAL KSF KIP PER SQUARE FOOT LB LAG BOLT LL LIVE LOAD LLH LONG LEG HORIZONTAL LWC LIGHTWEIGHT CONCRETE I,VL LAMINATED VENEER LUMBER MC MOMENT CONNECTION NTS NOT TO SCALE NWC NORMAL WEIGHT CONCRETE OC ON CENTER P/C PRECAST PAF POWDER ACTUATED FASTENER PCF POUNDS PER CUBIC FOOT Professional Seal Revisions No. ,Date Rev. Title OF NEW 1 06/16/25 PERMIT SET 7430 Indian Neck Ln. 1. B Uc 0 2 --/--/-- ---- CO P w 5 --/--/--THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS. SHEET TITLE: \ -1 _l Z BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL: �4�,_n ;2%-r.J 6 BEFORE STARTING EACH PORTION OF THE WORK,CAREFULLY STUDY AND COMPARE THE VARIOUS 7 43 0 Indian Neck L n • AR P�- 8 CONTRACT DOCUMENTS RELATED TO THAT PORTION OF THE WORK,AS WELL AS THE INFORMATION --'- FURNISHED BY THE OWNER. ANNOTATION LEGEND - 001 °FEss(ON -- -- -- MT 33 Flying Point Rd. Suite 208 THE CONTRACTOR SHALL SIMILARLY ENSURE THAT ALL SUBCONTRACTORS CAREFULLY STUDY AND Pecon is NY 11958 f� COKTARE THE VARIOUS CONTRACT DOCUMENTS RELATED TO THEIR RESPECTIVE SCOPES OF WORK. ' Southampton N.Y. 11968 SUBCONTRACTORS SHALL INSPECT WORK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR d ANY ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WITH THE CONTRACT Design By ST B DOCUMENTS.OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT WITH INDUSTRY Office: (631) 260-0840 STANDARDS OR BEST PRACTICES.THE CONTRACTOR SHALL PROMPTLY REPORT TO THE STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE Ell= Sean Buchner, P.E. Seanb@buchner-engineering.com KNOWN TO THE CONTRACTOR. NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN New Construction Principle If Owner THE CONSTRUCTION DOCUMENTS)W4THOUT PRIOR WRITTEN APPROVAL FROM BUCHNER Buchner Engineering PLLC Sheet# ENGINEERING PLLC. BlJ C H N E R ENGINEERING COPYRIGHT O 2025 BY BUCHNER ENGINEERING PLLC.ALL RIGHTS RESERVED.THE PLANS ALL OTHER Date 05/18/202-5 �� MATERIALS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY.IN ANY Scale: MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC. i _ - - - - - �`_ _- j i , � J 1- I ( 12'-9" STEP IN FOUNDATIONLEGEND tT�S. WALL T.O.W II-- Zp" I I EL.=18'-621' I T= EL.=19' 6" 0 � - _ - FOUNDATION WALL r r I -TeW• I � `MATCHLINE - - _ I - - - - - - - I14 MATCHLINE N - - - r _ _ _ _ _ _ - - - - - 0 - FND. WALL - TJI SHELF T.O.W. T S _ , 3„ ELEV. DATUM: - - - - - - - - -�~ MATCHLINE III - - EL.=19'-3z" EL.1=18-2 EL.-19-3� MATCHLINE u� T.O.S. - - - - - - - - NAVD88 - PER ARCH, SEE A DRAWINGS II Q r I EL.=18'-62 I O m -- m 7 0 - FND. WALL - SLAB SHELF s I ior S.F. s UNEXCAVATED O j S.F. 5-300 0 - FND. WALL - EXT. STONE SHELF xI WELLCOMPACTED o I rf�l� FILL 95%MODIFIEb PROCTOR DENSITY, �o -' ' _ ', X'-X" - TOP OF SLAB ELEVATION T.O.S. _ I Cp 11 NO FINE50R - 1 I ORGANICS I I I C(OO.A [-x'-xx"] BOTTOM OF FOOTING T.O.S. '- S F}--r D EL.=18'-2" Ms.F C � - CONCRETE FOOTING 5 L UNEXCA�(ATED OR WELL _ 110'-5" 4'-6" 10'-0" 4'-6" -- I Li r �� Li = ! 1 �4: STEEL BASEPLATE TYPE COMPACTEDFILL95% MODIFIED pPROCTOR DENSITY, NO FINES 2' 6" 4'-02" 24'-112 �- 4'-62' I - -OR ORGANICS T.O_BRICK T.O. BRICK O - �"= Fr _ -S.F. - STEPPED FOOTING T.EL�-19-3 -EL.-19-3 S L- El 18 , s F. B.O.F. 7-1" I (- T.O.W. �) LJ �� C -�' , __...... r 18' 2 I............. I #.... S-300 PrT o I 1 II 7 -J -L - � -( '. -T.O.W. I I I B.O.F. 7 1 T.O.S. 1 T.O.S. B.O.F. =7'-1" EL.-181 28 ' T.O.S. I �' EL.=18'-281 L - - _L_ J EL.=18'-28" T.O.W IW -E T.O.S. o DEL. =18'-2" . . . EL.=16'-9zI E 9'-103'I N 71_pl EL.=18'-2$" m 1 8 I I FI fi T.O.W. I I F2.5 OPENING _ 3 EL. =19'-3�" 1 _ F3.0 SEE ARCH �51 SLAB W/ Q �5" SLAB W/ WWF 4X4 W-2.OxW-2.0, - 1'-0" 0 I WWF 4X4 W-2.OxW-2.0, I _ cwoo� &10MIL VAPOR BARRIER &10MIL VAPOR BARRIER I ,,•-...->•..>.•.>•.•.•..> ...x. r- I B.O.F.=7'-1" 3 --I- 3 T.O. BRICK T.O.S.EL. 18 3' 3'-104" 3 -I - EI_. -19-2- ni 5-300 T,O•W, B.O.F. =7� - a o - - S-300 FF35 o -- T.O.W. T-6" EL. =19'-A i I ( I- I I I b� _ � I � I I I I b I I O LL � � F3.5 - I J r I- ..� � 711 I _ = I OPENING �5" SLAB W/ i0 3'-811 8'-58" 8-58 9'-04 L� � 1, SEE ARCH I 13'-114' o w l I WWF 4X4 W-2.OxW-2.0, F3.0 F2.5 . &10MIL VAPOR BARRIER -- F2.5 F2.5 i �•0 -1 �.0 I °1 p _ __... . .. ._. O.. . . ..........._. . - ...__ ..L.._... ..... _� _. _. .- _ ® I ® I +� p S-300 l bcv rbN F3.5 .5 I I i FNt r I I I COWO. 0 1' 6' T.O. .8'_631 . - 81 23 81_2, 1 7'-21 10'-2" 7'-2" 5'-0"8 - p O pg _ .__ _._._� - __.___...__._. Ws F4.0 I _ _ _ - F3 5 _ .._._. _.,._,_8_.--...... F3 5 -- - . I _...__....... ... ... ...._ E L =18'-28'I o _�_ 0 s { } F3.0 �j- 't I is [- I II II T.O.W. ... ti B.O.F.=7'-1 T.O. BRICK I I ( I L- J - - EL.=19'-23" �.•,r,.* I I F4.0z - -�� EL.=18'-2$" B.O.F. =6'-3" ............................<..<.. <...............«..,....<...a........<...... - I I Ln -r- L�L I�t 15'-0" 71 Oli a T.O.W. LL= 3 rn - - 3 1 �v 1 52 - S 300 .. � S 300 I a ' I F3.0 5 SLAB W/ T.O.W L -� 15" MAT SLAB FOOTING W/ 7'-6" ' 10 WWF 4X4 W-2.OxW-2.0, I 3 EL. =16'-92" #6 BARS AT 12" EACH WAY, I ' r I j I &10MILYAPOR BARRIER &10MIL VAPOR BARRIER ; I II I § � � I �5" SLAB W/ M�'� 3 OPENING � � I � O UI SEE ARCH I m _ WWF 4X4 W-2.OxW-2.0, r o 4A ; ; � 6-4 tI &10MIL VAPOR BARRIER I I I I r S-300 ~ o ( L_s I 8'-6° C(OOA. 0'-2'Oo •T.O.S. j I 1 i T.O.W. r ' s ; EL. =18'-2$" E �, I ELEV. DATUM: w - - =1�2�- -= I I NAVD88 - PER ARCH, SEE A DRAWINGS o D r _ < I i o T.O.S. .,r ................,...<........r,.€. T.O.W. M r B.O.F.=T-1" EL.=18'-2811 . , .. .... - "s B.O.F.=7'-1" EL=1811 I } r I r• ,+•€+ .,r r*•rrr ..,€., rrx ++.r. .ar .. I -� "Y .rr€nrr>r+•,*+•,€rs,>r+,€rrr>rnrr••>r€•rri•,r*+>€an•...................+•,r. ..r..• €,.rr••>rr+r>+r•>+r•,a••,r++„x• 3 r x I • ^ ,,rrrr•rr+•€r+••rr•rrr•rr+r,r+r„€+errorraw+,r�rys+r••>r+,Irr•€r++•€ev>*,•,€rrr+•sr,r,rr!r,+,•r€xror n € rrx rx + • r,r€,• r fV - -- _....._..._....__ .. T.O.S. I aar-a..a<:- -:::;:::::: " I EL. =18'-28" -T.�W. EL.=18'-28" I oL T.O.W. EL. =19'3z" T.O. BRICK T.O.W. I +,rx,rr .r,€€.,.,.,,-� T.O.W. s ; M EL. =19'-34" _ ...,...<. : ..... �. EL.=19'-3 " J .�y*, .,.>..<.. ..:..::.....:; I I EL.-16'-9z" T.O. BRICK :.... :::::...:::::::::::.'a.. -� T.O. BRICK EL. =19'-0" _ EL.=19'-0" I - _I < ' 1I r I1 r I " 29'-6" 11'-521� 20'-02�I ! 4'_9" --- 7-0 - 4 i 6 10-0 4-6 A � � , ELEV. DATUM: FOUNDATION PLAN NAVD88 - PER ARCH, SEE A DRAWINGS SCALE:1/4" =T-0" Professional Seal Revisions No. Date Rev. Title OF NEW y 1 06/16/25 PERMIT SET 7430 Indian Neck Ln. 1. BUC O� 2 --/--/-- ---- m _ = i w 5 -_/--/--THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, SPECIFICATIONS,ADDENDA.AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS. SHEET TITLE: BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL: ---- I�.� 11042� �� 7 --/--/-- �....�.J BEFORE STARTING EACH PORTION OF THE WORK,CAREFULLY STUDY AND COMPARE THE VARIOUS 7430 Indian Neck L n • N CONTRACT DOCUMENTS RELATED TO THAT PORTION OF THE WORK,AS WELL AS THE INFORMATION RpF -1 -1 FURNISHED BY THE OWNER. F O U N DAT I O N PLAN ESS�� 33 Flying Point Rd. Suite 208 THE CONTRACTOR SHALL SIMILARLY ENSURE THAT ALL SUBCONTRACTORS CAREFULLY STUDY AND P e c o n i c, NY 11958 i COMPARE THE VARIOUS CONTRACT DOCUMENTS RELATED TO THEIR RESPECTIVE SCOPES OF S -100 VWRK ' Southampton N.Y. 11968 SUBCONTRACTORS SHALL INSPECT WORK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR ANY ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WITH THE CONTRACT Office: (631) 260-0840 DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT WITH INDUSTRY STANDARDS OR BEST PRACTICES,THE CONTRACTOR SHALL PROMPTLY REPORT TO THE Design By ST B STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE Sean Buchner, P.E. Seanb@buchner-engineering.com KNOWN TO THE CONTRACTOR. NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN New Construction Buchner E Principle caner Buchner Engineering PLLC Sheet# THE CONSTRUCTION DOCUMENTS)WITHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER ENGINEERING PLLC. BUCHNER ENGINEERING COPYRIG HT®2025 BY BUCHNER ENGINEERING PLLC.ALL RIGHTS RESERVED.THE PLANS ALL OTHER Date 05 8 2025 MATERIALS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY,IN ANY Scale: 4" = 1'- " MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC. i NOTES: _ ❑ _....._..._� .�fl ._ �, ._..._-_ __ .__.___.- © __ i 1. SEE S-001 FOR TYPICAL C ALLOUT INFO _ .__. ._._._._.._... . .. .... .. ....................._......_.......... .. _ .-.. .._ {. ! SHOWN ON THIS PAGE U `' l - i 2. FLOOR SHEATHING TO BE 3/4" CDX MIN �• o I � M ,i GLUED AND SCREWED, UNLESS OTHERWISE NOTED. BEAM SCHEDULE I I MATCHLINE_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ MATCHLINE B-1 - INDICATES HEADER TOBE (2) 74" LVL ' ! � MATCHLINE ; € MATCHLINE B-2 - INDICATES HEADER TO BE (2) 94" LVL k i i k ( € j B-3 - INDICATES HEADER TO BE (2) 118" LVL I NEW 5 SLAB ON GRADE W/WWF r- ;' \ 4' ***ALL LVL PLIES TO BE 2"WIDTH *** 4X4 W-2.OxW-2.0, i OVER 10MIL VAPOR BARRIER j STEEL COLUMN SCHEDULE 19'-3 ""ON OR NEAR INDICATED GRIDS- NEW 5 SLAB O N GRADE W/ SEE ARCH FOR EXACT PLACEMENT i I I WWF 4X4 W-2.OxW-2.0, ( E COLUMN ID COL.SIZE X-GRID Y-GRID € OVER10MILVAPOR BARRIER E ❑ ❑ 5z"x18" LVL POST 5z"x18" LVL POST i ! Cl HSS9x5xz F 1 NOTCH TP 5Z" DEPTH NOTCH TO 5Z" DEPTH I i C2 HSS9x5x? F BTw 2&3 BELOW BAY WINDOW BELOW BAY WINDOW i ❑ _ , I , q _........ _. ... ... ..... ......... .... .... .. . . _�.... ... _ \ C4 HS 12x4x5 D 4 C3 El El k a .:_. ) .... .... ... .. ... .. . .. .. i __.,..__..._.. C5 H SS12x4x8 C 4 i _ ........_._. _...-.._ o I to n. C6 HSS9x5x SOUTH OF A BTw 2&3 i \ II z Q"" b ❑ ❑' ? j C7 H SS9x5xZ SOUTH of A Brw 2&3 I i H557x5x2 GS Tw J&K C8 B i -..:. ............ € C9 z Brw j HSS7x5x J&K i # i > C10 HSS9x5xQ Gl Brw H&J J 1 C11 H SS9x5x8 G1 BTw H&J OD El w xs r' C12 HSS9x5 G5 BTw H&J I cv o 0 o Z a I i HSS7x5xz GI BTw �]Cl3 _ . &H i ' _ __. . ... _..._. -......__ ....._ ... ._ .. ';-' L L c- ;n �? 1-0t'o �? -�°; ', I I` - C14 HSS7x5X1 GS Brw G&H 4 ❑ ❑ 3 11-7/8" LVL 4,63 ao r °° r CG i ' ......-... 5,170 '� N Q t Q Q Q \ m ❑ t` Q `� ' t N Q,G Q x x I i I ❑ j f O O k O El X x ? c� > L 0 1 1= DO !: J J iG v N ❑ _ V) Q\QY 0000 N- J N \ \ -7/8" LV 4040 2)11-7/8" LVL 4100 (2) 11-7/8" LVL 3s11 -7/8" —s,c -7 Vim- 7/ -L��— W10x68—! — : R _._ _ ......_ o ' P .a. i ._.__......._..._... ..., p ,. .... _ p T _. O d O 0 3 3 .. (2) 11 L ( �' 2 11 {§ +jmr v P30 4,100 4,06 `X/ /�X 3,63 I`rI Lu . r r O'o 117/8 _._-__-_______.____ r -r 31560 0 CV - _ _.___. � AT1 "o.c �F J _j J ✓t r_ E; €€ ! z m I N J _j J J ; J i # N — J N J 2n CJ m U p0 _ Ln ��--11 $ _ _ U CJ h- S o .. 0 (2)11 LVL60 o ODO _. 00 �, 1 C. YL m TO! � 4G � a Q O � H- Q � Q �1- (49 01) Lx EP i OO 1� C's � k 1 ( O iC (3)11j" LVL, (2&11" STL PLTS i i _ 1` . ... .. .. : `l El i o 0 0 O _J ; M j s,13 -- ' 633 6.20` 3 11-7/8" LVL 3s i s,ss i J J 9,, 9 . 9 e ❑ ❑ n , . ,7oe— Q �000 Q, _3eoa [ \Q 8,340 (3)11-7/8" LVL \Q` i b (3)11-7/8" LVL (3)11-7/8" LVL " El 4 G AGO (3)11-7/8 LVL 4 G k (3)11-7/8 LVL ��GO ' O y <j 1 2 11 " LVL € pg. a I I N o Lh o CD � I O Ln Li J LLn vo ! a J �; I I i o— — � Lv F F- 00 i ro - Q , t 500 / ) " L ! r N 1 LVL J N _......._ - r a 2 11 I I r .. .......... .................... ..........................................,......_.... 111 _ . ^ \ , , CO Q .tl I 1 � [ t Ln O # .. j a i I i , f ,I=;L _ . . ...... _ ..... . . ]._.:::.w : . f3 __❑__ :. _,._..__:.W .❑ ,:, :❑ _:❑.. ❑.:w _:....m: ❑ a ❑ _..__(2)11-7/8-LVL.....,..._.__....._ E ........-................_....... ❑ ❑ El El v ❑ C El I i , f 3 s , FI PST FLOOR FRAMING PLAN SCALE:1/4" =T-0" Professional Seal Revisions No. Date Rev. Title OF NEtV 1 06/16/25 PERMIT SET 7430 Indian Neck Ln. 1. B UC 0 2 --/--/-- ---- CO Q 3 --/--/-- r r . 4 --/--/�- ---- n w 5 THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, mJ 1 SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS. SHEET TITLE: `N ;r "il'�1 1-J �\ 6 --/--/~— BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL: BEFORE STARTING EACH PORTION OF THE WORK,CAREFULLY STUDY AND COMPARE THE VARIOUS Indian Neck L n • �'0 42 �� --/--/,- ---- FCONTRACT URNISHED BY THE DOCUMENTS RELATED TO THAT PORTION OF THE WORK,AS WELL AS THE INFORMATION 7430 A�OFESSIONP� 8 --/--/-- �+ p FIRST FLOOR FRAMING PLANS -101 33 Flying Point Rd. Suite 208 THE CONTRACTOR SHALL SIMILARLY ENSURE THAT ALL SUBCONTRACTORS CAREFULLY STUDY AND Pecon is NY 11958 BI COMPARE THE VARIOUS CONTRACT DOCUMENTS RELATED TO THEIR RESPECTIVE SCOPES OF WORK.Southampton N.Y. 11968 SUBCONTRACTORS SHALL INSPECT WORK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR ANY ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WITH THE CONTRACT Office: (631) 260-0840 DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT WITH INDUSTRY STANDARDS OR BEST PRACTICES.THE CONTRACTOR SHALL PROMPTLY REPORT TO THE Design By ST B STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE Sean Buchner, P.E. Seanb@buchner-engineering.COM KNOWN TO THE CONTRACTOR. NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN New Construction Principle /Owner 19 THE CONSTRUCTION DOCUMENTS)1MTHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER Buchner Engineering PLLC Sheet# ENGINEERING PLLC. BUCHNER ENGINEERING COPYRIGHT 02025 BY BUCHNER ENGINEERING PLLC.ALL RIGHTS RESERVED.THE PLANS ALL OTHER Date 0S/18/2025 p MATERIALS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF li BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY,IN ANY ,/ MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC. SCale.1 4" — V-0" i NOTES: 1. SEE S-001 FOR TYPICAL CALLOUT INFO i SHOWN ON THIS PAGE •>• s___"_' B-1 2. FLOOR SHEATHING TO BE 3/4" CDX MIN HD / ! ( SW-01 ip - GLUED AND SCREWED, UNLESS OTHERWISE NOTED. : I BEAM SCHEDULE c 1 - / Tn f \ //( MATCHLINE MATCHLINE— — — —4 .- _ — —I — — — — — MATCHLINE B-1 - INDICATES HEADER TO BE (2) 7-4 LVL \ / o MATCHLINE i i MATCHLINE $ ? \ 1 / B-2 - INDICATES HEADER TO BE (2) 9z" LVL A / . > B-3 - INDICATES HEADER TO BE (2)112" LVL \ / ; m \ / �: \ / VC ALL LVL PLIES TO BE 3"WIDTH *** ATHEDRAL' 4 \ // ;r M //\\ CEILING } , M ( STEEL COLUMN SCHEDULE `"`ON OR NEAR INDICATED GRIDS- SEE ARCH FOR EXACT PLACEMENT \SAT / CEILING � COLUMN ID COL.SIZE X-GRID Y-GRID 52"'x18 LVL POST 521"x18" LVL LOST ` / \ (2) 9-1/4 LVL Cl HSS9x5xz F 1 ' \ / NOTCH TC�5�" DEPTH NOTCH TO 52";DEPTH z / \ HD ® z0— _ _____ zx8__..._,... HD C2 HSS9x5xz F BTw 2&3 /\ BELOW BAY WINDOW BELOW BAY WINDOW / \ HD SW-02" AT16"o. \ AT15"o.c. SW-02 HID C3 HSS5x5x- D 3 o �r / \ ® 3 11-7/8" LVL -"" HD / \ I II (2)11-7/8" VL I,In 8 C4 512x4xs D 4 / \ ( SW-01 3,930 ...._._.........r.. - HD C5 HSS12x xs HD W01 � Q .. °° ° ° ..... ....... .. ......... ..... ...3 Lg�- 4 - C 4 ,930 U r ...\ ... .... .. ._ ...__... °rho-'�%�ew° °�° .a? a.,.!!8�ar�s... f � .�1. '_Lr."LIG '� 200 Q .._ 2000 E \ H D7 I I I I C6 HSS9x5xz sourFi of A Brw 2g 3 o a I CONT. LOCKING o Brw / \ a o g-1' C7 HSS9x5xz SOUTH 2&3 B-1 BELOW DORMER I I C8 HSS7x5x GI BTw J&K ! / \ o o ® I.. WALL ABOVE 2 II > C9 HSS7x5x7 G5 BTw J&K / \ J I I I I I O; C10 HSS9x5xg Gl BTw H&J Q II I I Cll HSS9x5xz GI BTw H&J HD 117 LVL �N C12 HS59x5x G5 BTw H&J 0 a o z AT1 "o.c• / C13 HSS7xSxZ Gl BTw G&H a` o o eo / J a J c~n c CSo o w I I C14 HSS7x5xz G5 BTw G&H _ Op _ - ° - r t .- n cn 4 SW-02 HD HD i - 8" _ o - r (2)11 7/ LVL 1,300 �z I p 00 SW-01 °. ? ��. ,,.�°�° �w° a ,,B25 0 ,' Q O o Q. . E (AROUND OPENING) r o° z „e 0 o m H D ° ( g r - w r r o ° `� Z I I I I HD U \i N t ` fV b ° I ®v a o O oo-� H D 0 I n ; I II II ► \ / ° o u7 a CONT. BLOCKING N Q I) II ° LOW SHEAR j BELOW o Do �.. --� o 0 WALL ABOVEED Do 0 o I ' o — — — i— — — — — — — cv I ( Znk 3)11 " LVL w/(2) 1"STL PLTS I I '��;� \ / — 3,000 Do o , u Y - i "i _.... _. ._.. ,_,., ol o Z s 120 o 0 0 o o a ;40 D g H D j o o °a N Ln o o SW-01 ;. _ p Q c _. .. ..........._...... .. o —/ ... 390 L..L.> ........... ..... .. _..._ ... ...c..'j .['IPLLl' ..G _. . . _ _ Do 3,000 3,,80 --iFV-1 CThdl� � B 3 H B 1 390 J- O \ / "o / o J (2) 11-7/8" LVL. ,, °�,.6— — �.. o \ / Do `t °° o —r X--- J i a I Q CATHEDRAL a° o ---- Q co 0 0 0 > /\ CEILING au 0 N N o \ �; cU o N ci N CJ J N Uo =M to° 0 HD _ Do Al Er o _ a — _3 --- �� Q 1 jj ti r� I tiIca HID I / \ I \ 2 1 " LVL \ 211 " LVL 2)11 " LVL HD } SW-Ol m HID o i o o o o 16�v u s _ O � °r9 m ` . 1 c 1I�I�ll , { 4 O 1700 180 � o � z -. + � 3 � °� (3j 2x6 B 1 HD f 3,630 �9-1 2'I L�/L I HD (2) 11-7/8" LVL Uj i POST I — o a ; ` MIN. o ° W 02 \ I - ,; , (AR ND OPENING) O I N r< HD B-2 SW-01'` HD t rit:.n) ;r c, z ° i i Ln (AROUND OPENING) O ° ° \ / ° o v` / (3)11j" LVL w/( xll"STL PLTS 4,500 ° Q I \ _........ N \ 470 EE • .. ., i I � � < O \ ATHEDRA I I ~ 3 HD y✓ BLOCKING !a CONT. BL I ' HD CEILING I I o i J G \ ✓ LJ BELOW DORMER N ,; > y, J R ' > \ / WALL ABOVE ,,_....._._ r' cc -,_��' ¢..._.. —•. j / 11-7/8" JI 560 c _"..._.. . Q � -3 0° _ a I 00 > ol AT 1 "o.c. 3 (2)11-7/8" LVL HD M' \ o J ✓ \ N L0 6 N N m LID N CONT. BLOCKING BELOW DORMER WALL ABOVE 4 HD i. , S-120EJT�i'11 — — — — — I — — — — — — i 6 o ' 1: ' i : i E t CONT. BLOCKING 1 ° B-3 B-3 B-3 r.__.` B-3 °: B- oS° 4,530 Bo / _..._ r ° i ( � BELOW DORMER p _. j .. 4, - H _ _ � f II LJ _. _....._....._..._..... _.__....... 11 7/8 LVL w. 3 / \ WALL ABOVE SIMPSON SIMPSON r..!.® B-1 op WSWH24x12 WSWH24x12 _._...._ . ....._.......__ ! g STRONG WALL STRONG WALL i, { ® B-1 W10x22 ?X—", - - AT16"o.c--,► i__ � (2)9-1/4 LVL , 1 • i. SECOND FLOOR FRAMING PLAN Professional Seal Revisions No. Date Rev. Title �c�OF NEW, 1 06/16/25 PERMIT SET 7430 Indian Neck Ln. * CAP, �� * 3 --✓--/-- ---- r 4 --✓--/-- ---- — n _ I w 5 --✓--/--THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, 6 SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS. SHEET TITLE: `N ` -&Y`-L s� f :� v --✓--1-- ---- BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL: 11042� l�� 7 --✓--/-- ---- BEFORE STARTING EACH PORTION OF THE WORK,CAREFULLY STUDY AND COMPARE THE VARIOUS 7430 Indian Neck L n • ARoF NP� 8 ' CONTRACT DO THE OWNER.RELATED TO THAT PORTION OF THE WORK,AS WELL AS THE INFORMATION 33 Flying Point Rd. suite 208 SECOND FLOOR FRAMING PLAN Ess'° y g THE CONTRACTOR SHALL SIMILARLY ENSURE THAT ALL SUBCONTRACTORS CAREFULLY STUDY AND P e c o n i c N Y 1195 8 S -102 COMPARE THE VARIOUS CONTRACT DOCUMENTS RELATED TO THEIR RESPECTIVE SCOPES OF WORK. Southampton N.Y. 11968 SUBCONTRACTORS SHALL INSPECT WORK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR [:7!7 Office: (631) 260-0840 ANY ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WITH THE CONTRACT DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT WITH INDUSTRY STANDARDS OR BEST PRACTICES.THE CONTRACTOR SHALL PROMPTLY REPORT TO THE Design By ST B STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE Sean Buchner, P.E. Seanb@buchner-engineering.com KNOWN TO THE CONTRACTOR. NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN New Construction Principle /Owner THE CONSTRUCTION DOCUMENTS)WITHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER Buchner Engineering PLLC Sheet# X/ ENGINEERING PLLC. BUCHNER ENGINEERING COPYRIGHT Ca 2025 BY BUCHNER ENGINEERING PLLC.ALL RIGHTS RESERVED.THE PLANS ALL OTHER Date 05/18/2025 MATERIALS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY,IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC. SCCII e, 'I — 1''O11 I NOTES: 1. SEE S-001 FOR TYPICAL CALLOUT INFO Tu ...... J., SHOWN ON THIS PAGE 8 SW-0 IHD j 2. FLOOR SHEATHING TO BE 3/4" CDX M I N GLUED AND SCREWED, UNLESS OTHERWISE NOTED. !jFAQ ER 1 OW- .................. ............ BEAM SCHEDULE . ... ........ . . . F ' SE L PLAN IMATCHLINE MATCHLINE B-1 INDICATES HEADER TO BE (2) 7 " LVL MATCHLINE — — — — — — —MATCHLINE LVL B-2 - INDICATES HEADER TO BE (2) 91,'7 is z _j L u Qlui B-3 INDICATES HEADER TO BE (2) 11-/" LVL Uj LLI 8 W CID < 0 LIj 0 ALL LVL PLIES TO BE-' WIDTH _j o zx 4 x 2y 12 M 2A2 ID SPkIN�� SPACING Llliz AT 16"o.c. z t2 a AT I o.c. STEEL COLUMN SCHEDULE W ***ON OR NEAR INDICATED GRIDS-71 I € ; i SEE ARCH FOR EXACT PLACEMENT _j COLUMN ID COL. SIZE X-GRID Y-GRID 00 D 1H C1 HSS9x5 F 01V H X2 — x18" LVL POST 521"AW LVL LST HD HD 1" 1SW_ 7 SW-M I- -9-2 B-1 1,520 C2 HSS9x5X_2' F BTw 2&3 1,520 C3 HSSSx5 D 3 HEADER B-1 OW X1 7F F I ILAN S 10�1 C4 HSS12x4x_9S D 4 B-1 C 4 CS HSS12x4xg5 so Tw 2&3 x 2 CIS HSS9xSX LITH OF A B 01, C7 HSS9xSx SOUTH OF A BTvv 2&3 Co x G1 RTVV J&K W17 C8 HSS7xSx_21 0 I BTVV J&K C9 HSS7x5x-2 G5 Ld OVER a, 0�) BTw H&I UJ _j C10 HSS9xSx G1 FRAME 2�2:t22 ROOF 212 -J LU zI G1 RTvv H&J AT I o.c. .7 AT16"o.c. AT 1 AT 1( O.C. C11 HSS9xSn < > L 13Tw H&J C12 HSS9xSx-' G5 6 b C13 HSS7x5x G1 BTVV G&H 2 0 0 C14 BTVV G&H HSS7x5x7' G5 < HEAI)EP 131-LOW i 0 0 ------------ C4 SPACING 00 < Z_ (2)114"LVL _j W �z 242 _j OVER FRAME ROOF (2)114"LVL AT 1 O.C. L2 11-1/411 LVL L022 SEE SECTION ON S-120 1 0 =J 2A0 7. 022 HD D H D SW-01 : HD AT16"o -0 0 0 C. 2>12 242 > 2�fl2 SPACING (2)11+'LVL _2 �It 2�Z, Y12 SPA CINC00" __12 OVER _j T O.C. FRAME U N LVL1 OOF CA T. (3)14" LVL ry IC SPAZf". N A\ [; AT 1 (2)14' O.C. el �,280 ------ 4,280 CANT. 71/1 zin L) 0 0 j 0 0 < W HD �E (3)11-1/411 LVL Z600 i U-j 2,500 Q 4 0( W I AT 16'o.c. < _j C) 01 0 _j 0 > 6 < z 01 0 (z) U )0 U "t 242 C (14 (14 C'4 AT I( O.C. 0, OVE ,r L10 Lf) 0( 10 010, 0( 2�12 0 (2)11+'LVL FRAME' ,, AT I E-_�0_77- 0 2., >12 v, Q > Pobr."" b ATIE 2�12 2A0 HD 300 B-1 1. AT16"O.C. AT 1 E O.C. (2)11+, Lv� 300 1 ' . - . ..-..-- �=A 1 01 L-1 _(.111-7/8" LVL 2,50 1001 L W ZZ, :5-00 212 900 AT1111O.C. HD 47 CANT. 11LVL 2 2 01 b AT 1 "O.C.,0 0 IT i — ------- — x 0( (3)11-1/4" LVL 1,830 1 1 A4_-. N -iEAD I ERBEL W < 932,300 CC! 7 PLAN''102 N HD ! N (2) 11-1/4" LVL 1000 (2)'11-1/4 i ISO() (3)14" LV (4) 20" LVL 3,600 X N 2 12 1,900 3,6 1000 O.C.AT 16"o.c. ATI I 0 tn 0111/4" LVL 0q 1 c5 (N _j 31_j 1,650 W z_;� �� > Woo —KNEE WALL 'x <- < 77 C4 0 ON JOISTS f-� C14 d" cfj KN _j 1.� V _j Ll = C4 a :j F- -1- Ln f - L0 1< BELOW M U) ID� LIJM SW-01 0 2(8 2�12 1 r _j AT 1 'O.C. AT 16"ot. > H D > —Q --rx- -Ti _j_ C-4 Cl- z (2)11-1/41' LVL _i (2)11+'LVL (2) 11-1/4" LVL 011-1/4" LVL C:) v) _j 1300 675 675 ........................................ 75- 1300 130 NEE WALL _>j BEND IN BEND IN in BEND IN �T ON JOISTS PLATES PLATES PLATES BEIllow (D 0 Z C:) U U X <L <L 0- z I U) 2�12 2�12 B-2 AT 16"o.c. AT�11G'O.C. 117"In b 12 AT 1 C O.C. HEADER BEI...OW & HEADER 6E-Lb\�i SF F MAN S-W)2 la 40 1 SEE PLAN S-102 2L N AT`16`,,.�:' 2,02 b —02-0 J J 2 � ROOF FRAMING PLAN SCALE:1/4" T-0" Professional Seal Revisions No. Date Rev. Title of NEW 106A6/2S PERMIT SET 7430 Indian Neck Ln. 1. UC 0 2 CO 3 4 W 5 THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, 6 SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS. SHEET TITLE: BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL. 7 ,k) 8 L 7_77 BEFORE STARTING EACH PORTION OF THE WORK,CAREFULLY STUDY AND COMPARE THE VAR 0 IS CONTRACT DOCUMENTS RELATED TO THAT PORTION OF THE WORK,AS WELL AS THE INFORMATION 7430 Indian Neck Ln . S1 FURNISHED BY THE OWNER. ROOF FRAMING PLAN 33 Flying Point Rd. Suite 208 THE CONTRACTOR SHALL SIMILARLY ENSURE THAT ALL SUBCONTRACTORS CAREFULLY STUDY AND S -103 COMPARE THE VARIOUS CONTRACT DOCUMENTS RELATED TO THEIR RESPECTIVE SCOPES OF WORK. Peconic, NY 119,58 4 r SUBCONTRACTORS SHALL INSPECT WORK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR ANY ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WITH THE CONTRACT Southampton N.Y. 11968 DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT WITH INDUSTRY Design BY STB Office: (631) 260-0840 STANDARDS OR BEST PRACTICES.THE CONTRACTOR SHALL PROMPTLY REPORT TO THE Sean Buchner, P.E. STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE Sean b@buchner-eng ineering Corn KNOWN TO THE CONTRACTOR. New Construction Principle /Owner NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN Buchner Engineering PLLC Sheet# THE CONSTRUCTION DOCUMENTS)WITHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER ENGINEERING PLLC. Date 05/18/2025 0 IV j LLI LI C� Ex v SEE 102 0 0 1* 1 0, .01 7 1 0. 974du * 1.2 /2/61 A�, �1� YQ" >--j OHD 1h AT J22 C x L= BUCHNER ENGINEERING COPYRIGHT 0 2025 BY BUCHNER ENGINEERING PLLC.ALL RIGHTS RESERVED.THE PLANS ALL OTHER MATERIALS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR MOLLY,IN ANY I-Sca/e.1/4 -011 MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC. i FOUNDATION LEGEND NOTES: STEEL COLUMN SCHEDULE 0 - FOUNDATION WALL 1. SEES-001 FOR TYPICAL CALLOUT INFO ""oNOR NEAR INDICATED GRIDS- SHOWN ON THIS PAGE SEE ARCH FOR EXACT PLACEMENT 0 - FND. WALL - TJI SHELF 2. FLOOR SHEATHING TO BE 3/4"CDX MIN COLUMN ID COL.SIZE X-GRID Y-GRID GLUED AND SCREWED, UNLESS Cl HSS9x5x2 F 1 - FND. WALL - SLAB SHELF OTHERWISE NOTED. C2 HSS9x5x2 F BTw 2&3 0 BEAM SCHEDULE C3 HSS5x5x2 D 3 0 - FND. WALL - EXT. STONE SHELF c4 HSS12x4x8 D 4 B-1 - INDICATES HEADER TO BE (2) 74' LVL C5 HSS12x4x8 C 4 x'-x" - TOP OF SLAB ELEVATION C6 HSS9x5x2 SOUTH OFA BTw 2&3 B-2 - INDICATES HEADER TO BE (2) 94" LVL C7 HSS9x5x, SOUTH OFA BTw 2&3 [-X'-XX"] - BOTTOM OF FOOTING B-3 - INDICATES HEADER TO BE (2) 11:zB" LVL cs Hss7xsx2 GI BTw J&K - CONCRETE FOOTING c9 Hss7xsx2 G5 BTw J&K ***ALL LVL PLIES TO BE a"WIDTH*** C10 HSS9x5x8 Gl BTw H&J Fl BP_# - STEEL BASEPLATE TYPE Cil HSS9x5x8 Gl BTw H&J C12 HSS9x5x8 G5 BTw H&J S.F. - STEPPED FOOTING C13 HSS7x5x2 Gl BTw G&H C14 HSS7x5x2 G5 BTw G&H } -• jam...«--_. $' °�.�,� �� ( , € 1�,:. � •' •. � i,,e, � »'°' �. �' ��...., t�,.�.y„a a r._� ` ..1,. ,& Po� ,.- € ., . . _ f` ,„ _ , " 8'—C 10l'pll — —pPP i 1.. U €( I ® (2)9 1�4 LVL { j f p 2x8 STEP IN HD _ HD — mm — T16 ac. HD �/�/_p I HD (AROUND OPENING) 1 ' I I — � ALL i` SW Ol AT1 0. _ VL� A_T S 1 , _...... .. ..... ....._.. _... ..... ._ ... ... ... ..._ ....... .. 6:�r1 r--I ... e°1'c)•':-S,,,P„a)c,•„ea B-1 -9o0 (2)11 7/8 L 2,100 I .. .. f � <i,P�a°Lasa<,aatl,sa°a°naaanra a°.),P:.a6,aea�ya�,a� , .y i 1 Jl vl T.O.S. ��_ __= — 900 1 o m EL. =17'-11" �M „ o�. a fP J H D o ti H D r B.O.F.=13'-1" o rt0 I N / 11-7/8 JI 560 / 11-7/8 JI 560 �' �: Z AT 1 o.c. AT 1 o.c. 3 I� I T.O.W � I w C,� ° 4, I W12x72 - ' CQ j 2.2 J T.O.W ( / E, / 2> 2 I i E L.=18-6 N n G i 0 1 T 1 'b.c. / AT 1 "o „ EL. =19'-6" E O I 3 �, N T.O.S. i cn Z a I. 6 I E I II I ( I I HD o HD HD HD I = 1 - - m _ _..-. . i .. _ 111 a 2 11 7/ L 1,14C .14n 2 11 7/8 V L E 1,71 ) T.O.S. J3LJ J I ; o I SW 01 I �) I ELEV. DATUM: EL.=17'-11" E ffi I �?� ; > i (AROUND PENING n 00 ) i 11 NAVD88 - PER ARCH, SEE A DRAWINGS ? t�; I I o 5 I I ° 11-7/8 J1560 / 11-7/8 JI560 m AT 1 "o.c. / AT 1 o.c. / i O �) T.O.W 2 ( 2 J J E L.=18'-6" = 5-120 S-120 cy � - N o i I o W12x96 9 )Z HSS14x4x2 C W 2x8 / 2 0 > 2 0 �" = I I I J r / 2x8 o ! iv o HEADER 69 ! ':cD AT 1 "o.c. r AT 1 "o. = 1 AT 1 "o.c. AT 1 "o.c. M II UNEXCAVATED OR WELL COMPACTED FILL 95% MODIFIED I `� PRO CTOR DENSITY, NO FINES i I 4A1 ILL ` ! OVERFRA E Np OR ORGANICS GD ROOF SE f o° I. I I � E J i l F m I ) I I J SECTION T.O.W i 4 i ON S-120 T.O.S. J 61 I T.O.S. EL.=17'-11" j I x u N� EL.=17'-11" Z ( 1 — - - p i l j $ z N 4�1 i 2 11 7/ L 2 11 7/ UL 1,7bD ° 1,140 ? a" i _ .. 1 { � o O ! jj HD ;` . N HD SW Ol HD ;HD � I) I 3 5-300 Ln Z 11-7/8 JI560 / 11 7/8 JI560 I 4 { i j AT 1 'o.c. / 'AT 1 "o.c. / �I it I I O gq� i i J _ u Q � J o ' e '" __ - O j T.O.W � ; " W12x72 7? 4 I a IFS rt 6 f U� 4. (2)11�LVL > > i O G°° J J > q 5-300 ( 6 J 2 2 �- N N !' T16"o.c. AT 1 "o. (2)-11-7/8 LVL... ; � °° HD � ( F I I , -3 1€ ff e �!-� 1 I , r N % I rIN r 3 I I � r� T.O.S. T.O.S. o T.O.W Ln I i EL.=1T-11"— EL =17'-11" EL.=19'-6" :t I j Hp T.O.W I r I ------- Iq { .. awe a f N 'aaU)N"yl°i)eaO,)aKyeGp _ I I P � � 1 a:,�n ., a"m o ae°P<auacaaan,)°aaoaaaaaaaan,)ae � � — — SW-O ; aHD /-� . r SW-Ol HD ; 0 HD 1- ( 12'-9"! I STEP IN / I T.D.S. T.O.W I I ! WALL ✓ 2 E I E L.=18-62 I E L.=19' 6" in I I M \ _ MATCHLINE MATCHLINE MATCHLINE _ _ - - — - - - - - - -- - - Y - - - - - - - - - -_ —Y> _MATCHLINE I MATCHLINE MATCHLINE_ _ —/ (1 — — — — — — — - - - - - -- - - - $ - - -O.S. - - - - - - " -- MATCHLINE MATCHLINE MATCHLINE IGS MATCHLINE T.O.S. rvI I,_ MATCHLINE MATCHLINE \ / N T u.) w _> EL. =18'-62" I p \ / Wft, m m 7 J J' J (Y •1 S.F. U N EXCAVATED O J \ / J" I 1 > L c' B� :i —I flu WELL COMPACTED p \/ �. WI n L1J1J 1 �If€'I� FILL95%MODIFIEb I „ I^ I �WCATHEDPAL T 1 FOUNDATION & FIRST FLR PLAN SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN SCALE:1/4" =T-O" SCALE:1/4" =T-O" SCALE:1/4" =T-O" Professional Seal Revisions No. Date Rev. Title OF NEII/ 06/16/25 PERMITSET 7430 Indian Neck Ln. 1• B UC 0 2 --/--/-- ---- 4 --/--/-- ---- n W 5 ---- THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAVNNGS, i/ SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTEDAS PER THE SPECIFICATIONS. SHEET TITLE: `(P - y:+-° `'J 6 --/--/`- --_- BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL. 71042�wRIOUS ` �,� 7 --/--/-- ---- CONTRACT DO STARTING CUMENTS RELATED TO THAT ORITION OF THE WORK,AS,CAREFULLY STUDY NWELL AS THE NF RD COMPARE THE AMATION A OF \` . FURNISHED BY THE OWNER. 43 O I n d I a n N e c L n . GARAGE STRUCTURAL PLANS ESSIO P 8S -110 33 Flying Point Rd. Suite 208 THE CONTRACTOR SHALL SIMILARLY ENSURE THAT ALL SUBCONTRACTORS CAREFULLY STUDY AND Pecon is NY 11958 - COMPARE THE VARIOUS CONTRACT DOCUMENTS RELATED TO THEIR RESPECTIVE SCOPES OF WORK. p g Southampton N.Y. 11968 SUBCONTRACTORS SHALL INSPECT WORK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR t ANY ERRORS,INCONSISTENCIES.OMISSIONS,NONCONFORMANCE WITH THE CONTRACT Office: (631) 260-0840 DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT WITH INDUSTRY ,- STANDARDS OR BEST PRACTICES.THE CONTRACTOR SHALL PROMPTLY REPORT TO THE Design IBy ST B STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE Sean Buchner, P.E. Seanb@buchner-engineering.com KNOWN TO THE CONTRACTOR. NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN New Construction Principle / Owner THE CONSTRUCTION DOCUMENTS)WITHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER Buchner Engineering PLLC Sheet# ENGINEERING PLLC. BUCHNER ENGINEERING COPYRIGHT®2025 BY BUCHNER ENGINEERING PLLC.ALL RIGHTS RESERVED.THE PLANS ALL OTHER Date 05/18/2025 MATERIALS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY,IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC. SCale.1 '-t" 1'-OII "HIGH"1121;' LVL 20 LVL RIDGE, RIDGE,SEE PLAN f' SEE PLAN l• l "LOW"14" LVL OVERFRAME f RIDGE,SEE PLAN ROOF SEE PLAN 2x12 RAFTERS OVER FRAME ROOF 2x10 FLAT 2x10 RAFTERS SEE PLAN ROOF 11 " PURLIN BEAM, i SEE PLAN 2x8 RAFTERS CONTRACTOR TO 2x12 BENT llz' i FUR OUT FLARE RAFTERS FLITCH BEAM 114" LVLS AT ROOF BREAK i BRACE 18" LVL BENT 114" FLITCH BEAM i POST WITH CEILING BEAM. I I (4)!"THRU BOLTS I 2x8 RAFTERS 2 ,. CONTRACTOR 1 i r o , - _...,..._....,..,_..... _._..._ .__.._ ._ ._.... . ..... COORDINATE o � _ i C 112"CEILING JOISTS 16" LVL, 112 'CEILING' SEE PLAN ! JOISTS f V i HSS 14 BEAM, ' i E USE BOLTS + WELD W12 ? W12x96 BEAM WELD FLANGES FLANGES TO HSS 18" LVL W10x19 HEADER POST i I 5 ) I N OTC H BELOW BAY WINDOW i , t 1 E t f i ( 1 STRUCTURAL SECTION 1 2 STRUCTURAL SECTION 2 5-120 SCALE:1/4"=1'-0" S-120 LVL RIDGE, 14" LVL RIDGE SEE PLAN 2x12 RAFTERS 2x12 RAFTERS 14" LVL RIDGE 2x12 RAFTERS OVER FRAME ROOF OVER FRAME SEE PLAN ROOF 14" LVL SEE PLAN SEE PLAN KNEE WALL 2x10 DORMER RAFTERS kk , } 3 112"CEILING 20" LVL BEAM JOISTS�J �e1 ;..r r '','` .,, - •�. I I E €€ I 3II E lj x F •Ai.. t, .}. -t. t 1:t •tt � X Y. ,f 1 T 3 Js y E i i E 3 3 STRUCTURAL SECTION 3 r4 STRUCTURAL SECTION 4 5-120 SCALE:1/4" =1'-0" S-120 Professional Seal Revisions No. Date Rev. Title 41�oF NEWy 1 06/16/25 PERMIT SET 7430 Indian Neck Ln. BUc O,A 2 --/--/-- ---- 1- s --/--/-- ---- c� w — 5 --/--/-- ---- THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS. SHEET TITLE: (J1 - s�::�. �,•�;.- « F) --/—�/--7 ---- BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL: ---- �7042& --/--/-- 7 ,.77 I BEFORE STARTING EACH PORTION THE WORK,CAREFULLY STUDY AND COMPARE THE VARIOUS 7430 Indian Neck L n . A FEss�oN S -110 CONTRACT DOCUMENTS RELATED TOO THAT PORTION OF THE WORK,AS WELL AS THE INFORMATION STRUCTURAL BUILDING SECTIONS ROP 8 -/ -/- FURNISHED BY THE OWNER. 33 Flying Point Rd. Suite 208 THE CONTRACTOR SHALL SIMILARLY ENSURE THAT ALL SUBCONTRACTORS CAREFULLY STUDY AND P e c o n i c, NY 11958 �.. � COMPARE THE VARIOUS CONTRACT DOCUMENTS RELATED TO THEIR RESPECTIVE SCOPES OF WORK. SUBCONTRACTORS SHALL INSPECT WORK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR Southampton N.Y. 11968 �r ANY ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WITH THE CONTRACT DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT WITH INDUSTRY n Sean Buchner, 1 STANDARDS OR BEST PRACTICES.THE CONTRACTOR SHALL PROMPTLY REPORT TO THE Desig Office: (631) 260-0840 P.E. By STB STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE Seanb@buchner-engineering.com KNOWN TO THE CONTRACTOR. NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN New Construction Principle / Owneruch Sheet# THE CONSTRUCTION DOCUMENTS)WITHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER Principle Engineering PLLC .� ENGINEERING PLLC. BUCHNER ENGINEERING COPYRIGHT®2025 BY BUCHNER ENGINEERING PLLC.ALL RIGHTS RESERVED.THE PLANS ALL OTHER Date OS 8 2025 MATERIALS CONTAINED VITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF 11-011 BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY,IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC. i ROOF BEAM FASTENER SCHEDULE FOR STRUCTURAL MEMBERS A ROOF BEAM TO POST W/ DESCRIPTION OF BUILDING ELEMENTS QUANTITY SPACING (2) MTS16 TWIST:STRAPS, WOOD POST � 6" BOTH SIDES 1'-4" ROOF ER TO TOP PLATE,TOE NAILED 1/2"0A307THRU-BOLT " 3 8d PER RAFTER o CEILING JOISTS TO PLATE,TOE NAILED (3)8d PER JOIST SIMPSON LSTA30 0 o W/WASHERS "o ROOF POST TO STRAP FROM RAFTERS N MULTIPLE MEMBERS, / CEILING JOIST TO PARALLEL RAFTERS,F.N. (5)16d EACH LAP STUD BLOCKING TO RIDGE, BOTH SIDES \ SEE PLAN FOR SIZE& CEILING JOIST,LAPS OVER PARTITIONS,F.N. (S)16d EACH LAP W/C516 SIMPSON \ QUANTITY a COLLAR TIE TO RAFTER,FACE NAILED COIL STRAP �— (3)8d PERTIE BLOCKING TO RAFTER,TOE NAILED (2)Sd EACH END _ Z I N I` RIM BOARD TO RAFTER,END NAILED (2)16d EACH END i Z A 112"O A307 THRU-BOLT W/WASHERS @ 16"O.C.W/(2)@ EACH END ROOF RAFTERS TO RIDGE TOE NAIL (4)16d PER RAFTER MULTI-MEMBER CONNECTION SIMPSON STRONG-TIE HURRICANE STRAP SIMPSON STRONG-TIE HURRICANE STRAP SIMPSON STRONG-TIE RIDGE STRAP FACE NAIL (3)16d PER RAFTER 3 MODEL#CS16 (TYP.) (16" O.C. MAX SPACING) MODEL# H8 (TYP.) (16" O.C. MAX SPACING) MODEL# LSTA30 WALL FRAMING \ RAFTERS TO TOP 5-200 SCALE: N.T.S. FLOOR TO FLOOR ATTACH EACH RAFTER TO PLATE ATTACH EACH RAFTER TO RIDGE OF WALL W/TS12 TOP PLATE TO TOP PLATE,FACE NAILED (2)16d PER FOOT TOP PLTS LAPS AT CORNERS&INTERSECTIONS F.N. (4)16d FACH SIDE ,ly TWIST STRAPS SIMPSON STRONG TIE HHUS SIMPSON STRONGTIE IUS FACEMOUNT STUD TO STUD FACE NAZI ED 16d 16"O.C. FACEMOUNT HANGER FOR HANGER FOR TJI APPLICATION TOP OR SOLE PLATE TO STUD,END NAILED (2)16d/(3)t6d PER 2x4/PER 2x6 BOTM.PLATE TO FLR JOIST/RIM JOIST,F.N. 2 16d PER FOOT CRIPPLE STUD TO � 7- 2x BLOCKING LVL GIRDER APPLICATION STUD TO SOLE PLATE,TOE NAILED 2 Sd/ 3 16d PER Fool HEADER W/SIMPSON r 2 BETWEEN RAFTERS MTS30 TWIST STRAP — i DOUBLE TOP PLATES END NAILED (2)16d 12"O.C. r •::f ;ram . LVL GIRDER SEE PLAN TJ I JOIST SEE PLAN •• �� '' •fii _ JJOINTSS,,FACENAILINLAPPEDAREAIN.48-INCHES FFSETOFEND g16d O • �; BUILT-UP HEADER,TWO PIECES WITH 1/2"SPACER 16d 16" O.C.ECH EDGE CONTINUOUS HEADER TO STUD,TOE NAILED (4)Sd SIMPSON STRONG-TIE HURRICANE STRAP SIMPSON STRONG-TIE HURRICANE STRAP CONTINUOUS HEADER TO STUD,TWO PIECES 16d 16" O.C.ECH EDGE TYPICAL G I R D E R TO G I R D E R/JOIST D ETA I L MODEL#SSP (TYP.) ; MODEL# DSP FOR DBL STUD MODEL# H ETA40 (TYP.) (16' O.C. MAX FLOOR FRAMING ROOF STRAPPING DETAIL I L 4 (16" O.C. MAX SPACING) SPACING) JOIST TO SILL OR GIRDER,TOE NAILED (4)8d PER JOIST CONNECT HEADER TO ATTACH FLOOR TO FOUNDATION JACK& KING STUD W/ 2 S-200 SCALE:3/4" -1'-0" BRIDGING TO JOIST,TOE NAILED 2 8d EACH END EXTERIOR WALL STRAPPING BLOCKING TO JOIST,TOE NAILED 2 8d EACH END HH HEADER HANGER 5-200 SCALE:3/4" =1'-0" BLOCKING TO SILL OR TOP PLATE TOE NAILED 3 16d EACH BLOCK 5 LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST WOOD BEAM&POST STRAPPING S-200 SCALE:3/4" =T-0" JOIST ON LEDGER TO BEAM (TOE NAILED) 3 8d PER JOIST 1 BAND JOIST TO JOIST END NAILED (3)16d PER JOIST 5-200 SCALE:3/4" =T-0" BAND JOIST TO SILL_OR TOP PLATE (TOE NAILED) 2)16d PER FOOT SOLE PLATE TO JOIST OR Bt OCKING FACE NAIL (2)16d 12"O.C. STRUCTURAL PANELS 8d 12"-24"O.C. THREADED ROD NAIL WALL PLATE TO CONNECTING SHEAR WALL END POST, RIM JOIST&SUBFLOOR SHEAR WALL 0 HOLDDOWNS SHEAR WALL HOLD DOWNS AT SEE SCHEDULE W/16d AT8" O.C. MAX FLOOR FRAMING NAIL WALL PLATE TO END POST, SEE THRU FLR END POST, SHEARWALL END POSTS SHEAR WALL SIMPSON HOLDOOWNS 7 END POST, -R W/16d AT 8" O.C. MAX SCHEDULE SEE SCHEDULE o ANCHOR HOLD DOWN W/ SEE SCHEDULE o AT SHEAR WALL END POSTS o ✓_HOLD DOWNS AT LVL BEAM THREADED ROD THRU ANCHOR HOLD DOWN TO SHEARWALL END POSTS FILL CAVITY W/INSULATION 71 (3)- PLY MIN. MIDDLE PLY OF LVL BEAM THE TOP FLANGE OF STL I I SEE HERS RATING TOENAIL RIM JOIST BEAM W/THREADED ROD SB ANCHOR BOLT BY TO WALL PLATES W/ !i SIMPSON STRONG TIE 16d NAILS AT 8"o.c. BLOCKING @16"o.c. TOENAIL RIM JOIST STEEL BEAM AT FND. SEE SCHEDULE CENTER JOISTS ON TO WALL PLATES W/ J CONNECT JOISTS TO WALL 7 16d NAILS AT 8"o.c. HOLD DOWNS f PLATES W/(4)-10d. INSIDE FACE OF WALL AT SHEAR WALL J"x5"x5"STL PLT NOTCHED SPLICE TOP PLATES 24" CONNECT JOISTS TO END POSTS INTO LVL BEAM (MIN.)ATJOINTS WALL PLATES W/(4)-10d. SPLICE TOP PLATES 24" AT FLOOR LEVELS AT LVL BEAMS AT STEEL BEAMS AT FOUNDATION (MIN.)ATJOINTS n� JOIST FRAMING ONTO WALL JOIST PARALLEL TO WALL z" SHEATHING 6 TYP. HOLDOWN CONNECTIONS SEE PLAN FOR SIZE EXTERIOR WALL DETAIL 2x SLEEPER S-200 SCALE:3/4" =T-0" 4" SHEATHING �„ - 2 SHEATHING 5-200 SCALE:3/4 -1-0 SEE PLAN FLOOR JOIST SHEATHING PANEL EDGE NAILING WALL SHEATHING PANEL SHEATHING PANEL EDGE NAILING SIZE AND SPACING SEE PLAN FLOOR JOIST WALL SHEATHING PANEL PER NAILING PATTERN "A" SIZE AND SPACING PER NAILING PATTERN "A" RIM JOIST RIM JOIST 4" 16" 16" NAIL BOTTOM AND SHEATHING NAIL BOTTOM AND SHEATHING TYP. TYP. TYPICAL DECK STEP DOWN TO BLOCKING PER NAILING A34 FRAMING ANGLE TO BLOCKING PER NAILING .,pit 11 PATTERN "B" SEE SCHEDULE PATTERN B SEE SCHEDULE A34 FRAMING ANGLE SEE NOTE 3 A S-200 SCALE:3/4"=T-0" SHEATHING PANEL EDGE �-SHEATHING PANEL EDGE NAILING PER NAILING PATTERN SECTION A-A "A" SEE SCHEDULE SECTION B-B NAILING PER NAILING PATTERN "A" SEE SCHEDULE .. _�..__.� . ...._3_g.1.. ._.._...®_ _.....__.._,. ..... _.............. i I j SHEAR WALL END POST, �, ® �........ _...____-- �........._. SHEAR WALL END POST, i SEE SCHEDULE— SEE SCHEDULE A 2x BOT.AND FLOOR SHEATHING. 2x BOT.AND FLOOR SHEATHING. HOLD DOWNS AT SHEAR NAIL AND SHEATHING TO LVL HOLD DOWNS AT SHEAR NAIL AND SHEATHING TO LVL 21„ A SECTION A-A SECTION A-A WALL END POSTS— BLOCKING PER NAILING WALL END POSTS BLOCKING PER NAILING 2 /(2) ROWS OF z" BOLTS 2-LVL 3-LVL PATTERN "B"ON SCHEDULE PATTERN "B" ON SCHEDULE AT 16"O.C.W/(4) BOLTS (2)-2x TOP— (2)-2x TOP AT END SUPPORTS LVL BLOCKING-- SOLID LVL LVL BLOCKING �— ---SOLID LVL NOTES: BLOCKING BLOCKING 1. USE 14" LVL PER PLANS THREADED ROD CONNECTING BETWEEN I-JOISTS THREADED ROD CONNECTING BETWEEN I-JOISTS 2. COUNTER SUNK BOLTS SHALL NOT BE PERMITTED. HOLD DOWNS THRU FLR,— HOLD DOWNS THRU FLR, 3. WHERE POST ABOVE OR BEAM LOAD "P" EXISTS, (3i4"0 BOLTS SHALL BE INSTALLED AS SHOWN -SIMPSON A34FRAMING SIMPSON A34 ANCHOR, PROVIDE (2)G 10 TYPICAL FLITCH PLATE DETAIL ANCHOR, PROVIDE (2)- HOLD DOWNS AT SHEAR Q ANCHORS PER LVL BLOCKING HOLD DOWNS AT SHEAR ANCHORS PER LVL BLOCKING WALL END POSTS— ^ WALL END POSTS-------- OSTS S-200 SCALE:3/4"=1'-0" 2x BLOCKING,AT PANEL EDGES— SHEATHING PANEL EDGE 2x BLOCKING,AT PANEL EDGES SHEATHING PANEL EDGE HOLD DOWNS AT SHEAR NAILING, PER PATTERN HOLD DOWNS AT SHEAR "A" LING, PER ON ERN ONS SCHEDULE WALL END POSTS— A ON SCHEDULE WALL END POSTS CAST IN PLACE HOLD ANCHORAGE OF P.T. CAST IN PLACE HOLD ANCHORAGE OF P.T. DOWNS AT FND. LEVEL— FND. ELEMENT SILLTO TOP OF FND. DOWNS AT FND. LEVEL FND. ELEMENT SILLTO TOP OF FND. ELEMENT,SEE SCHEDULE ELEMENT,SEE SCHEDULE TYP. SH EAR WALL DET. PERPEN DICU LAP T O JOISTS 9 TYP. SHEAR WALL DET. PARALLEL TO JOISTS NOTES: $ S_200 �, _ �_ �� SCALE:3/4 -1 O 1. HOLDOWNS INDICATED ARE TO BE LOCATED AT BOTH SHEAR WALL END POSTS AND SHALL ANCHOR 5-200 SCALE:3/4" =T-0" THE BOTTOM OF THE SHEAR WALL END POST IN ONE OF THE FOLLOWING WAYS: A.AT SECOND FLOOR SHEAR WALLS, PROVIDE A MATCHING HOLDOWN AT THE TOP OF THE SHEAR WALL BELOW AND CON NECTTHROUGH THE SECOND FLOOR WITH ATHREADED ROD SHEATHING PANEL NAILING PATTERN "A" NAILING PATTERN "B" SIMPSON HOLDOWN OF THE INDICATED DIAMETER. ANCHORAGE OF P.T.SILL SHEATHING PANEL EDGES 2x BOT.AND FLOOR ANCHOR TO CAST IN PLACE END POST SCREWS B.AT FIRST FLOOR SHEAR WALLS,ANCHOR TO THE FOUNDATION WALL OR HAUNCH SLAB WITH MARK LOCATION THICKNESS BOTH SIDES OF WALL TO TOP OF FOUNDATION WALL/ TO VERT. STUDS TO HORIZ. SHEATHING TO LVL MODEL FOUNDATION/ ANCHOR EMBEDMENT /SOLID WOOD A THREADED ROD OF INDICATED DIAMETER. RODS SHALL BE DRILLED IN AND EPDXY ANCHORED Professional Seal Revisions HAUNCH SLAB 2X BLOCKING BLOCKING/LVL WALL BELOW DEPTH (MIN.) POST SIZE (MIN.) USING SIMPSON SET EPDXY ANCHORING SYSTEM WITH THE INDICATED EMBEDMENT DEPTH. No. Date Rev. Title REFER TO 1"�x12" LONG ANCHOR (6) SDS 4 x 22 SW-1 1/2" N 2 10d AT 6" O.C. 16d AT 6" O.C. HDU2-SDS2.5 SB 5/8x24 18" 2 -4 ,��OF NEw y 06/16/25 PERMIT SET 7430 Indian Neck Ln. FRAMING PLAN BOLTS AT4-0 o.c. ( ) BUC O,A 2 1"ox12 LONG ANCHOR" (14) SDS 4 x 2z Cl 3 P� l0d AT 6" O.C. 16d AT 6" O.C. HDU5-SDS2.5 SB 5/8x24 18" �` REFER TO --/-`/-- '-'- SW-2 FRAMING PLAN 1/2 -2x r `Al. ry 4 --/--/-- ---- m Alr= LU 5 --/--/-- ---- I THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, r 6 ---- SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS. SHEET TITLE. BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL. A --__ �,� --/--/-- f BEFORE STARTING EACH PORTION CONTRACT DOCUMENTS RELATED TO THAT PORTION OF THE WORK,ASNWELL AS THE INFORMATION 7430 Indian Neck L n . -%FEss��1042� 7 COMPARE THE VARIOUSoNP� $ PORTION i FURNISHED BY THE OWNER. WOOD FRAMING DETAILS S - 200 33 Flying Point Rd. Suite 208 THE CONTRACTOR SHALL SIMILARLY ENSURE THAT ALL SUBCONTRACTORS CAREFULLY STUDY AND COMPARE THE VARIOUS CONTRACT DOCUMENTS RELATED TO THEIR RESPECTIVE SCOPES OF WORK. P e C o n i C NY 11958 . ) •, Southampton N.Y. 11968 SUBCONTRACTORS SHALL INSPECT WORK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR f a ANY ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WITH THE CONTRACT Office: (631) 260-0840 DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT WITH INDUSTRY STANDARDS OR BEST PRACTICES.THE CONTRACTOR SHALL PROMPTLY REPORT T Sean Buchn er, P.E. Design By ST B STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES.OR OMISSIONS DISCOVERED BY OR MADE ner, Seanb@buchner-engineering.com KNOWN TO THE CONTRACTOR. NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN New Construction Principle /Owner Engineering PLLC Sheet# h THE CONSTRUCTION DOCUMENTS)WITHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER B ' ENGINEERING PLLC. BUCHNER ENGINEERING COPYRIGHT®2025 BY BUCHNER ENGINEERING PLLC.ALL RIGHTS RESERVED.THE PLANS ALL OTHER Date 05/18/2025 MATERIALS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY,IN ANY Scale: 4" = 1'-0" MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC. i DETAILS Plate nail-16d(0.135"x 3Y") Load bearing or braced/shear wall BEAM DETAILS 1}!"round holes may be cut JOIST above(must stack over wall below) Load bearing or braced/shear wall above anywhere in web outside of at 12"on-center ,� BEARING AT WALL Plate nail, 16d 0.135 x 3 Y2') Blocking panel: 1y"TJ Rim Board, must stack over wall below when resent R } hatched zone if the are Plate nail, 16d(0.135"x 3 y') ( When sheathing thickness exceeds a", 2x stud wall at Floor panel nail- g„p W ( present) L1 ALLOWABLE HOLES - TJ I0 J o i S LS y at 16"on-center _ 1y or 1y TimberStrand LSL or No load bearing .. ® located 3"away horizontally at 16' on-center trim sheathing tongue at rim board 1y TJ Rim Board or Blocking panel: 9 9 16"on-center 8d(0.131"x 2Y")at 6"on-center ®. � (edge-to-edge) TJI olst. wall above Min.distance from Table A Min.distance from Table B 1y"TJ'Rim Board, 1y"or Web stiffener Blocking panel: 1y"or 1 Y TimberStrand from a larger hole. Plate nail-16d(0.135"x 3Y") 1y"TimberStrand®LSL or required on both Web stiffeners required on 2x4 minimum Web stiffeners 1Y"TJ Rim Board, LSL or blocking for lateral DO NOT at 16"on-center* TJI®joist sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side 1Y4"or%"TimberStrand LSL support cut or notch flange. _ Floor panel nail- g � at B3W ONLY or TJ I" �•- 8d(0.131"x 2Y")at 6"on-center* boundary nails, _ - • 8d(0.131"x ZYz") 1Y"or 1 y" Strap per code if top Rim-to-joist Web Stiffeners required at 4"on-center I I TimberStrand® Ys" Web stiffeners plate is not continuous ❑ O °° ❑ 1 LSL rim board. .� 6 - VUV� s" ;6 l nail I i each side at A3._W B1 B1 W required on both over column sides of both joist 6" L1 2 x D1 Dt Closely grouped round L2 2 x L2 �D�!Toe nail-IOd(0.131 B u6" ® ends at B4W ONLY holes are permitted if 6 Foe nail, Toe nail, 1Y"TJ Rim Board, When sheathing � No field cut minimu p minimum No field cut Do not cut III 7 „ 12" x 3")at 6' on-center Column DON holes in (applies to all holes the group perimeter Od(0.131"x 3") 1 Od(0.131 x 3") A3.1/A3.1 W only) thickness exceeds/ Web stiffeners required End ofjoists at notes fn holes larger t 6"on-center at 6"on-center j hatched meets requirements for hatched 1 ( Y q 1y"or 1 y"TimberStrand®LSL. trim sheathing tongue min• on both sides at B1 W centerline cut holes in cantilever except knockouts) q than 1/-in BEARING FOR DOOR reinforcement. zones round or square holes, zones cantilever Web stiffener TJI-rim joist PP OR WINDOW HEADER Toe nail-10d(0.131"x 3") at rim board and 62W ONLY of support L2 Table A - End Support required on both Must have 1%4"minimum * Install proper blocking to Blocking panels may be required BEAM E BEAM pp at 6"on-center P p g Blocking panels may be required with braced/shear with braced/shear walls above or Strap per code if top plate is CONNECTION Minimum distance from edge of hole to inside face of nearest end support * sides at Al W ONLY * joist bearing at ends.Attach * support all panel edges B2 B2 63 63W se 819 A2 walls above or below-see detail 81 below-see detail B1 not continuous over headeJOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE rim joist perA3 detail. Nail through 2x cantilever,wood backer and 'L, DEPTH TJI - 2„ 3.. 4., 5" sy 7 8�,. 1t., 13,. 2., 3„ 4.. 5„ By„ 7„ 8%u'. ii., 13,• A3.1 eA3.2 A3.3 For additional installation specifications see Rim Board . A3.4 �kTJI®joist web with 2 rows 10d(0.148"x 3")For additional installation specifications see Rim Board Details and Installation in A3WW ® W 110 1'-0" t'-s" 5•-0•' V-0" V-6" 2'-6" S-6" 4'-6"OO O Details and Installation in Weyerhaeuser Installation Guide 1Y"TJ Rim Board or 1Y"or 1y"TimberStrand Blocking nails at 6"on-center,clinched. Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. for Floor and Roof Framing,TJ-9001. 230 V-o" 1'-0" T-s" T-6" 5'-6" V-0" 2'-0'. T-6" a'-o" 5•-0" LSL. Nail with 10d 10.131"x 3" nails,one each at Use 16d 0.135"x 3y")nails with 3y"TJI® � 9Y" 1 ) panel ( I 230 1'-6" 2'-0" 2'-6" 3'6" 5'-6" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" top and bottom flange. Nail to blocking panel with joist flange widths. 360 V-6" 2'-0" 3'-0" 4'-0•' s'-o" 1'-6" 2'-6" 3'-6" 5'-0" 5'-6" connections equivalent to floor panel schedule. 560 V-6" 2'-6" 3'-6" 5'-0" 7'-0" 2'-0" T-0" W-0" 5'-6" 6'-0" 110 V-0" i'-0" V-6" 2'O" 2'-6" 3'-0" 5'-6" V-0" 1•-6" 2'-0" 2'-6" 4'-6" 5'-0" 6'-0" 6'-0"length of TJI®joist 8"diameter maximum hole for 11/"- 1Y"TJ'Rim Board 1Y"or%"TimberStrand® Top mount 2io 1'-0.. r-6" 2'-0^ z'-o" T-n" T-6" 6'-a' r-0" r-6" 2'-6" T-0" 5'-a' S'-6" s•-6" reinforcement and filler 16"deep blocking panels;6"diameter LSL. Nail with 10d 0.131"x 3" nails, hanger 11%' z3o 1'-0" t'-s~ 2'-o" z'-s' 3'-0° 3'-s" s'-r> 1'-0" 2'-0" 2'-6" 3'-6" 5'-6" 5'-s" 7'-0' 4'-0"length of 7 block. Use 4'-0"length maximum for blocking panels 9y" ( ) Attach reinforcement to joist Face mount 360 V-6" 2'-0" T-0" T-6" 4•-6" 5'-0" T-0" V-6" 2'-6" T-6" 4'-6" E'-6" 6'-6" T-6" 9 8"diameter maximum hole for 11 8'- 9 one each at to and bottom flange. Sso r-s° r-s~ 3'-0° a'-o" 5•-s" s'-o" a'-o" r-s° 3'-6" 4'-s" 5'-6" T-0" T-s" e'-o•' 7 ® ee or shorter than 12' Ion p g with one 8d(0.131"x 2y") BEARING AT han hanger%"reinforcement 16"deep blocking panels;6"diameter with 9y and 11/"TJI p g' Attach reinforcement to joist nail at each corner 9 iio r-o° r-o~ r-o° r-a' r-s•' r-o'• 3'-0" 5'-s" r-a' r-a' r-s" r-a• 3'-s•• a'-a' s'-tr' s'-o" 8"diameter maximum hole for on one side at E2, joists. Do not cut flanges. j maximum for blocking panels 9Y2" J with one 8d(0.131"x 2Y2') Horizontal blockin Web stiffeners 11$"-16"deep blocking panels; both sides at E3 deep or shorter than 12"long. g CONCRETE WALL 210 1'-0" r'-o" i'-o" r-6" z•-0" 2'-6" T-s" 6'-0" 1'-0" r-o" r-Or" 2'-6" 4'.0" 4'-6" E'-6" 8•-6" Load from above required on both 6"diameter maximum for 1Y"TJ'Rim Board 1Y"or 1y" nail at each corner panels between each 14" 23o r-o' r-o~ r-o" r-s~ r-s° r-s" a'-o° T-o r-tr' 1'-0" 2'-0" 3'-0" a'-o' s-a' 7'-0" 9'-0" Do not cut flanges. sides at E1 WON LY blocking panels 9y"deep or TimberStrand'LSL.Nail with joist. Nail to top plate with 0 a BEARING AT 360 r-a' r-0" r-6~ r-6~ T-6" a'-0" 5-6" e•-0"' r-0" r-6" z'-6" 4•-0" s•-0^ E•-6" 8'-0•' 9'-s" shorter than 12"long. 1Od(0.131"x 3")nails,one 12"length of Y" connections equivalent to Wood .\�� COLUMN 560 r-o" r-0" 2'-o" T-0" 4'-6" s'-0" 6'-6" 9•-0" r-6" 3'-0" 4'-0" 5'-0" T-0" T-6" 9'-0" to'-()" Ys" Do not cut flanges. 1Ya"T I'Rim Board or IA"or 1Yz" each at top and bottom flange. reinforcement on floor panel schedule. backer �a� \e, 01A) 110 r-0" r-o" 1-a' r-0" r-a' r-o" 2'-0" 3'-0" s-o" eS \Y a6 Lrj 210 t,_0„ 1,_0„ 1,_0" t,0" t,_0„ t,_6„ 2,_6~ 36" 6,_0„ t,_0„ t,_0,• 1,_0„ 2,_0„ 3,_0" 3,_6„ 6,_6„ a,_0,• 11,_0,• ` TimberStrand LSL.Nail with 10d one side at E5, 12"length of 3/" u�Jet ca \oa 1s' 23o r-o' r-o' r-o~ r-a' r-6" r-6" 3'-0" 4'-0° 7-0° r-0" 1'-0° 1'-0" 2'-O" T-6° 4'-0" / top bottom flan e.s,one each at ottst web wach ith 3 rows orcement to Full depth vertical both sides at E6 reinforcement on one side F1 uniformlylormlies o 1�aa��\9\(` �{& 3so r-o° r-o" r-o" r-o' z'-6° r-6" a'-s~ s-s' s-0° r-o° r-o" r-s' 3'-0° 5'-0" 5'-6° s-o° P g J Y t� l 560 1,_0„ 1•_0„ 1,_0„ t�_O- - - -� at E7,both sides at E8 F1 \e ° 2'E" 3'0" 5'0" T 6" 10'-0" 1'-0" 2'-0" 3'-0" 4'-6" 6'-s" T-0" 10'-0" II 10d 0.148"x 3" nails at 6" blocking between loaded joists • 4" B" 7" a" 10" 12" 14/4 is/y 4" 6" 7" 8" 10" 12" 14/y 16/ each joist Less than 5" Attach reinforcement on-center,clinched. Use 2 1 only. 2x4 minimum � to joist flan e with 0 7 " E7 E8 360 r-o" i'-o" r-a' 2•-0° a'-o•• s-s•' s'-s" r-a' 3'-a' a'-s" s'-o" to'-a' 1r-a• 13•-6" j g 'L' R` rows with 9y"and 11/ Less than 5" 18" squash blocks I • � ® Protect untreated wood from Verify column capacity sso r-0" r-0- t'-o° 2'-0" 4•-6" T-0" 10'-6" r-o" s-a' 6'-6° p 8d(0.131"x 2y")nails at 6" a+ TJI Joists. Gap* WEB STIFFENER ATTACHMENT 3so r-o" r-o° r-o" r-o" r-a' a'-o° T-o" to'-o" 1Y"TJ'Rim Board or Z •�� on-center.When reinforcing E5 E6 L - direct contact with concrete and beam bearing 20" Y' minimum sso 1'-0" 1'-0" 1'-0" 1' CS Use 2x4 minimums squash blocks to 1Y4"or 1y"TimberStrand®LSL. Face grain a+` s' length.See current q d` both sides,stagger nails. 3 .. transfer load around TJI® joist Nail with 10d 0.131"x 3" horizontal E4 Not for use with 3%2"TJIo joist flange widths ill 2/4 maximum Weyerhaeuser literature. Table f E1 E1 nails,one each at top and E2 E3 g (1y"for TJI' Nailing: Minimum Bdistance om edte of hole o Cantilever de face ofpna rest intermediate or cantilever support bottom flange. Option#1: 560, 560D See table below. 9 EXTERIOR DECK ATTACHMENT ) TJI®joist blocking with end JOIST „ ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Apply subfloor J 9 L Web stiffener both sides. COLUMN DETAILS I LS DEPTH TJI Structural exterior sheathing blocks installed at J/Joist-span r• 3•• a~ s~ sy" T' e%" 1r' 13" z" 3" a" s•• sy" 7" a%" ir' is' adhesive to all 3 See table below. *With point load from above,and no support ® Flush bearing plate required. Flashing locations using below,install web stiffener tight to to flange i10 r-o" 2'-E" T-6" a'-s~ T-6" r-s° z'-s° s'-s" 5'-6" s'-s° Hanger height must Double TJI Joist Filler Block: Contact surfaces g p g BEAM ON ELEVATED 9 9 Hanger Backer Block: Install tight Maximum Y4"overhang two 8d(0.113"x 2Y2') HJ�Tight fit* (gap at bottom flange) COLUMN BASE yy„ z10 r-o" z'-s" 3-6" 5'-0" e'-a' r-a' 3-0" a-ir' s-s" 7-6° beam inimum of 60% Attach per the table. to to flange(tight to bottom permitted at beam. nails or COLUMN CAP COLUMN BASE 230 z•-13" T-0" 4'-0" s•-6" W-6" T-o" T-6" 4'-6" 6'-6" 7'-s•' P 9 ( 9 P Treated 2x Nailing Requirements 3so a'-s" s-s" T-6" 8•-0•• II ofjoist depth Nails shall be driven from flange with face mount hangers). - a 2 "screws, Depth Minimum Web alternating sides.Clinch nails gledger o\S�SQ + Y typical TJI'Joist Series in.) Stiffener Size Type Number Nails I sso 3'-s" 5'-0" s-o" 7-s" 1a-a' a'-o" 5'-s" s'-s' a'-a' 9'-0' Clinch nails when possible. a YP (in.) YP when possible. See fastener �31 End Intermediate " l 110 r-o" r-o" r-s" z•-s" a•-a' a'-s" a'-E" r-o" r-s" 2'-s" a'-tr' 7'-0" 7•-0" s'-s" p 1Y"TJQ9 Rim Board or 1Y" �� II p table below.Maintain ® \`1Q 110 All s"x 2Ys'"" 210 r-o" r o" r-o" 3'-0" a'-s" -o^ s'-o" r-o" z-a' 3'-0" a'-s" a'-o" s'-o" 10'-0" or 1y"TimberStrand LSL. 8d 17%" 230 V-0" 2•-0" 2'-6" T-6" 5'-0" 5'-6" 10'-0" V-0" 2'-6" T-6" 5'-0" 8'-6" 9'-0" 10'-6" 2"distance(minimum)from 210 All %a"x 2%s'""' • Top mount edge of ledger to fastener. 7 s "0) (0.113"x 2y") 360 7-0" S-0" 4•-0' 5-6" T-0" T-6" 1 r-o" 2•-0" 3'-6" s-a' T-0" 9'-6" 9'-6" 1 r-o" Option#2: 230&360 All �"x 2/s 3 3 P1 sso V-6" T-0" 4'-E" 5'-6" 8'-0" 8•_6„ 12'-0" 3'-0" 4'-6" 6'-0" R'-O" t0%6" 1V-0" 12'-0" hanger II i P2 Fastener Allowable Loa d12j(ibs/bolt) 2x_strapping installed atY; 16d 110 r-0" r-0" r-0" r-o" r-o" 2'-6" 4'-6" 8'-6" r-o" r-o" r-a' 2'-6" 6-0" 6•-0" 9'-0" 12'-0" Backer block Y2'Through bolt joist-span locations using two 560 All 2x4'2' P3 210 r-a' r-0" r-0" r-o° r-E" T-0" 5'-6" 9'-6" r-0" r-a' 2'-0" T-6" 6'-0" T-0" IOr-O" 13'-0" Face mount g P i 0.135"x 3y") Optional Rim Board Material �"lag bolt Y2'Through bolt with Air Space ( 14" 230 r-a' r-o" t'-o" 2'-0'• 3•-E" a'-o" 6'-0" 1a-E° r-o" r-a' 2'-s•' a'-o° s'-s" 7•-6" 1r-o•' i3'-s° both sides of web 9 p 2Y2'screws per joist,typical P han er 18' 4 4 360 r-o" r-o" r-o" 3•-s~ s-s° s'-o° a'-s" 12'-6" r-o" z•-o° a'-o" 5'-6" 9•-0" 10'-0" 1r-ir' 14'-0" g with single TJI®joist 1y"TJI Rim Board") 480 695 16d non-shrink grout g j 1 4'TimberStrand LSL 610 725 615 560D 20" 2x4'2' 5 5 560 V-0" 1'-0" 1'-s" 3'-6" 5'-s" 6'-6" 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" T-0" 10'-0" 11'-0" 13'-6" 15'-0" LI Option#3: 1 �� 3 110 a' o"l 1 1 1 1'-0" 1'0" '-0" '-D" Web stiffeners required if sides of Direct/ applied ceiling 22 (0.135"x 3/ ) 6 11 t t r-s" s-o'• s'-s" r-o° r-o" r-o" r-D" 3'-s" a-s° a'-6° tr-s° 1s'-o" With to mount han ers,backer block re uired onl 1 Y2"TimberStrand LSL 675 725 Y pp g (3) 210 r-a' r-o" r-o" 1-0" r-o" 1'-0" 3'-6" s'-0^ 10'-0" r-0" r-o" r-0" r-E" 4'-6" 5'-s" 10'-a' 12'-6" 1s'-0" H1 hanger do not laterally support at H2 P g q Y H3 24" 6 13 3 „ �. for downward loads exceeding 250 Ibs or for uplift (1)corrosion-resistant fasteners required for wet-service applications. P61 When specified On the la Out, one Of a 1s'• z3a r-a' r-a' r-o~ r-o" r-s° z-a' a•-o" s'-s" 1r-o•' r-a' r-o" r-o" z'-s° 5'-0° s•-o° to'-s" 13•-s•' 1s•-s•'Oleast/ of TJI joist top flange O - LA (2)Allowable load determined in accordance with ASTM D7672. P y (1)PS1 or PS2 sheathing,face grain vertical 36a r-o~ r-o° r-o° r-o' 3'-o a'-a' s'-s" 10'-0" 13'-s' r-o° r-o° r-o" a'-o" 7'-s a'-s' 1s'-o° 1a'-s" n'-a' conditions.For nailing requirements see page 5,TJ O , O , the bracing options above lS required (2)Construction grade Or better sso 1-0" 1-0" 1-0" 1•-0" 2'-6" 3'-6" 7•-O" 11'-0" 15'-0" 1'-o" V-0" T-s" 5'-6" 9'-0" 10'-0" 14'-6" 1W-0" 1a•-o" 9001, Weyerhaeuser installation Guide for Floor and (3)1y"TJ'Rim Board is allowed with joist depths<_16' only. 4 Maximum Y2"shimmed airs ace. (3)Web stiffeners are always required for 22"and 24"TJI'560D Joists a" 6" 7" a" 10" 12" 14yq" 16ya' 4" 6" 7" 8" 10" 12" 14/" 16/" Roof Framing, TJ-9001. ( ) p NAILING AT BEARING (FLOOR) 18„ 360 V-0" V-0" t'-6" 3'-o" 6'-0" 9.0" 14'-6" V-0" 4'-0" 6'-6" 9'-0,. 14•-6" 16'-6•' 19.-0.. Multiplle-Member Connections for Top-Loaded Beams 560 1'_0" 1'-0" V-0" 2'_0" E'-0" 10'-0" 1E± V-0" 6'_0" 8'-6" 11'_6" 16'-6" W-O" 19'-61• Fastener Installation Requirements Joists must be laterally supported at cantilever TJI®Joist to BearingPlate Squash Blocks to TJI®Joist 20„ 360 1'_0" r-a' r-0" r-0" T-0" 6'-0" 11'-0" 15'-0•' V-0" V-6" 4%0" T-0" 12'-6" 16'-6" 19'-0~ 20'-6" / and end bearings b blockingpanels,hangers,or Joist may be shifted up to 3"if 560 1'-0- 1'-0" 1'-0" r-o~ r-6" 5'-6" 11'-6" 15'-6" V-0" T-0" 6'-0" 9•-6" 14'-0" 17'-s' 19•-0" 20'-6" Piece #of Fastener g y P g lk'TJ'Rim Board or (Load bearing wall above) floor panel edge is supported Rectangular holes based on measurement of longest side. Width Plies 0) direct attachment to a rim board or rim joist. • Leave Y8'of web ) p 1 g Type Min. Length #RO1NS O.C.Spacing Location When fasteners are required on both DO NOT bevel cut joist 1y"or 1 y"TimberStrand'LSL. One 10d(0.128"x 3") and span rating is not exceeded. (minimum)at to and bottom of hole.DO NOT cut flanges. nail into each flange Do not Cut joist flanges. • Tables are based on uniform load tables in current design literature. 2i sides,stagger fasteners be the second beyond inside face o wall. One 8d(0.113"x 2y") g • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe located 10d nails 3" 3 12„ side so they fall halfway between nail each side. Drive Plumbing Drop 2 12d-16d nails 3 y" 2(2) One side fasteners on the first Side. at the center of the joist span provided that no other holes occur in the joist. nails at an angle at Screws 3%"or V22" 2 24" E1 least%"from end. 10d nails 3" 312j DO NOT overhang seat cuts 12" Both sides 3 12d-16d nails 3 Y4" 2(2) on beams beyond the inside 3Y"minimum Also see detail 62 3Y,"or 3y" Both sides face of support member. 1%"minimum end bearing intermediate bearing Screws 2 24" Load must be applied evenly single-family applications 5y"may be required 5" One side across entire beam width. for maximum 10d nails"' 3" 312' One side Otherwise, use connections AlH2 Shear transfer:Connections equivalent capacity 12" (per ply) for side-loaded beams. Al Rim board joint to floor panel nailing schedule 12d-16d nails"' 3Y4" 2(2' between joists 4 E2 J Rim to TJI®Joist Additional joist is required if 5"or 6" Both sides w Screws 2 24" Multiple pieces can be nailed or bolted together to 3 1Y"TJ Rim Board, ® TJI'560 rim joist:Toe floor panel edge is unsupported One side 1y"or 1 y"TimberStrand LSL. or if an rating is exceeded. 6�" L6 form a header or beam of the required size, up to a � or TJI'110 rim joist: nail with 10d(0.128"x 3") P g nails,one each side of 5"or 6" Both sides maximum width of 7" One 10d(0.131"x 3")nail into TJI'joist flange TJI'560 2 Screws 6�„ 2 24 One side ' 3Y2' L1 each flange floor joist INSTALLATION TIPS ALLOWABLE HOLES - Headers and Beams y"bolts 8" 2 24" TJI'210,230,and 360 rim joist: j � One 16d 0.135"x 3 " nail into •subfloor adhesive will improve floor performance,but 1.55E Timbe rStrandt LSL Headers and Beams (1)1 Od nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS, SDW, USP WS,or TrussLOK CS ( Y ) (2)An additional row of nails is required with depths of 14"or greater. TJI'rim joist each flange. may not be required. 2 x diameter of the (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. 3 With de the>16",use TJI'360 rim joist. largest hole(minimum) L3 1/"minimum bearing P Top View •Squash blocks and blocking panels carry stacked y,depth Locate rim board joint between joists. vertical loads(details B1 and B2). Packing out the web Allowed hole zone A2 of a TJI'joist(with web stiffeners)is not a substitute FASTENING se FLOOR PANELS BEAM ATTACHMENT at BEARING for squash blocks or blocking panels. r - ----- --- ------ Guidelines for Closest On-Center Spacing per Row O___ O TJINM(2) Rim Board 1%a' B1 Nail Size 110,210, 360 and . '' TimberStrand19 LSL TimberStrand®LSL Microllam' Parallam® H1 °1y"TJ'Rim Board or When joists are doubled at non-load bearing parallel 1.55 E TimberStrand LSL 11a' TJ LVL PSL 1y"or 1 y"TimberStrand'LSL. partitions,space joists apart the width of the wall for Header or Beam Maximum Round and 230 560 Rim Board 1Y4' 1Y2 or wider 8d(0.113"x 2Y2'),8d(0.131"x 2 ") 4" 3" 6" 4" 3" 3" 4" 4" 94'-B2 plumbing or HVAC. Depth Hole Size 10d(0.148"x 3"),12d(0.148"x 3Y4') 4"(3) 1I"(3) 6" 4" 3" Y 5" 4" Adchtion joist a plumbing drop(see detail). YV-111Z 3%8„ 1-8. 1 �„ �, L5 � '' al jo' t pl 'n d o s it . 16d(0.162"x 3Y2") 6" 6" 16"(4) 6"(5) 6"(5) 610 8"(4) 6" B3 Drive nails at an See framing plan(if applicable)or 14"-16" 4X" (1)Stagger nails when using 4"on center spacing and maintain 8"joist and panel edge distance.One row of fasteners is permitted(two at abutting One 1 Od(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor General Notes See illustration for allowed hole zone panel edges)for diaphragms.Fastener spacing for TJI''joints in diaphragm applications cannot be less than shown in table.When fastener spacing for Use B1 or B2 at side of member at bearin and Roof Framing, TJbearin For minimum g' splitting of plate g • Allowed hole zone suitable for headers and beams with blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI"'joists. Op 1Y"minimum from end end and intermediate bearing lengths. uniform and/or concentrated loads anywhere along the member. (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least''/i'and staggered. 64 intermediate bearings ' (3)With 10d(0.148"x 1'/z")nails,spacing can be reduced to 3"on-center for light gauge steel straps. With load bearing or ` • Round holes only • No holes in headers or beams in plank orientation. (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1Y4'(to minimize splitting). braced/shear wall WA � Rim (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than%"(to minimize splitting). (6)Can be reduced to 3Y"on-center if nail penetration into the narrow edge is no more than 1Y4"(to minimize splitting). End ofjoists from above I'm I INEG Other Trus Joist® Headers and Beams ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede at centerline 1y"TJ'Rim Board or Joists are unstable until braced laterally recommendations listed above. L2 - 1y"or 1 Y"TimberStrand'LSL. and Plain°' LVL ■Maximum nail spacing for TJI®joists is 18"on-center. of support Bracing Includes: 1.3E TimberStrand' and Parallam" PSL • Blocking • Sheathing • Strut Lines • Hangers • Rim Board • Rim Joist LSL hole zone hole zone 2 x diameter of the Y depth ■14 ga.staples may be substituted for 8d(0.113"x 2y")nails if minimum penetration of 1"into the TJI"'joist or rim board is achieved. 1 � largest hole(minimum) ■To minimize splitting,maintain edge distance and row spacing of ZY x nail diameter or%",whichever is greater. H1 / T DO NOT cut,notch or drill ■Nailing rows must be offset at least)z"and staggered. O ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor O - -__ _- holes in headers at beams d -� except as indicated in • o L-__ _J ° o illustrations and tables. and Roof Framing. TJ-9001. O / 1 J� - - TJl®joist floor framing does o / - not require bridging or o / Microllam'� LVL and Other Trus Joist" Beams o / DO NOT walk on joists DO NOT walk on joists DO NOT stack building materials Parallam®PSL mid-span blocking La i until braced. that are lying flat. on unsheathed joists. Stack Header or Beam Maximum Round Exterior Deck y g j allowed hole zone Depth Hole Size °° o LA DO NOT use sawn INJURY MAY RESULT. only over beams or walls. middle y span 4%" 1" FILLER and BACKER BLOCK SIZES o Attachment lumber for rim WARNING NOTES: 5yl 14 • Structural board or blocking, Lack of proper bracing during construction can result in serious d 1.3E Timber$trando LSL allowed hole zone d TJt�Joists 110 210 230 or 360 360 560 560D • ,, O ' ' sheathing 7Y,"-20" 2" • as it may shrink accidents.Observe the following guidelines: see illustration for Allowed Hole zone Depth 9Xi_11%" 14"-16" 9Y2"-1iY8. 114"-16" 9Y2"-11Y88" 14"•16" 18"-20' 11/" 14"-16" 18"•20" 22"•24" O p after installation. 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI"'joists must be completely installed and properly nailed. General Notes Filler Block(1) 2x6+Y8" 2x8+%" 2x6+y" 2x8+)z" 2xl2+y" Two Two Two Four%"x 15" o Use only 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be (Detail H2) 2x6 2x8 sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing o Safety bracing(1x4 engineered lumber. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet ofjoists at the end of the bay. • Allowed hole zone suitable for headers and beams with uniform loads only. 2x6+%" 2x10+Y8" 2x6+Y2" 2x10+y" Protect untreated wood o minimum)at Von-center(6' 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist. • Round holes only Cantilever Filler 2x6 2x10 sheathing sheathing sheathing sheathing Not Not applicable from direct contact with See ALLOWABLE on-center for TJI' 110 joists)and Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or • No holes in cantilevers. (Detail E4) 4'-0"long 6'-0"long 4-0 long 6' applicable O H3 HOLES one layer of mussed sheathing. -0"long 4'-0' long 6'-0'long Concrete 1Y2"knockouts extended to a braced end wall. 4.Sheathing must be completely attached to each TJIu9 joist before additional loads can be placed on the system. • No holes in headers or beams in plank orientation Backer Block(1) a at approximately Fasten at each joist with 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. s .. 3 „ 3 „ Z8" %a'or i"Net 2x6 2x8 2x12 Two/4'x 15" (Detail F1 / or/4 /a or ra sheathing 12"on-center two 8d(0.113"x 2Y2')nails minimum 6.The flanges must remain straight within 1/2"from true alignment. or H2) (see WARNING). Filler (0.131"x 3 2') Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this Nail Size (C.131"x 3") (0.131"x 3") Bearing plate to be product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California Backer 7M flush with inside face to cause cancer. For more information on Proposition 65,visit wy.com/inform. Professional Seal Revisions Nail Filler 15 32 50 ' ," of wall or beam NO. Date Rev. Title Quantity(2) Backer 15 15 W. , e erhaeuser SUSTAINABLE�' (�FORESTRY OF NEIN 1 06/16/25 PERMIT SET7430 Indian Neck Ln. g tt hangers and maintain n gap at top ofjoist,see detail W.Filler and backer block A L_ Y INITIATIVE A Weyerhaeuser,Microliam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of �(� �' (1)If necessary,increase filler and backer block height for face moue �/l® Wt'.yGt�1C1CL1SCC dimensions should accomodate required nailing without splitting(12'minimum for backer blocks and 24"minimum for filler blocks). Certified Sourcing Weyerhaeuser NR. © 2020 Weyerhaeuser NR Company. All rights reserved. BUC � 2 --/--/-- ---' (2)Clinch nails when possible. � This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Dee Depth Trus Joist TJI Joist Installation Guide TJ-9006 which should be referenced for additional information. wwwsli,r e B September 2020 Reorder TJ-4015 * ��, � �� * 3 --/--J-- P p Y 9, P P r r SFI-OM P ' x i w THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, ---- SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS. SHEET TITLE: Z� �x'.v�t,•g.A'-�� 6 --/--�-- BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL: 71042& �� 7 --/--,/-- ---- :.�:..-•-_ BEFORE STARTING EACH PORTION OF THE WORK,CAREFULLY STUDY AND COMPARE THE VARIOUS 7430 Indian Neck L n • S - 201 CONTRACT DOCUMENTS RELATED TO THAT PORTION OF THE WORK,AS WELL AS THE INFORMATION FURNISHED BY THE OWNERIlly . • TJI FRAMING DETAILS ROFESSIONP�' $ 33 Flying Point Rd. Suite 208 THE CONTRACTOR SHALL SIMILARLY ENSURE THAT ALL SUBCONTRACTORS CAREFULLY STUDY AND D V119,58 COMPARE THE VARIOUS CONTRACT DOCUMENTS RELATED TO THEIR RESPECTIVE SCOPES OF WORK. 1 e c o n i c NY Southampton N.Y. 11968 SUBCONTRACTORS SHALL INSPECT WORK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR t ANY ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WITH THE CONTRACT - Office: (631) 260-0840 DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT WITH INDUSTRY STANDARDS OR BEST PRACTICES.THE CONTRACTOR SHALL PROMPTLY REPORT TO THE Design By ST B STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE Sean Buchner, P.E. Seanb@buchner-engineering.com KNOWN TO THE CONTRACTOR, NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN New Construction Principle / Owner THE CONSTRUCTION DOCUMENTS)WITHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER Buchner Engineering PLLC Sheet# ENGINEERING PLLC. BUCHNER ENGINEERING COPYRIGHT©2025 BY BUCHNER ENGINEERING PLLC.ALL RIGHTS RESERVED.THE PLANS ALL OTHER Date 05/18/2025 MATERIALS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY,IN ANY SCCJI e. MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC. l 41i _ 1 i-Olt Outlooker Detail Hip/Valley Intermediate Support Dormer Framing 1 x or 2x_ceiling joists Heel Connection (Platform) lateral bracing " ROOF FRAMING DETAILS g at 48 Connect rafter to hip with five 16d (0.131"x aX") nails. on-center or as specified Connect rafter to valley with 16d (0.131"x 3y4") nails per table below. Ridge Connection Header joist see plan TimberStrand"'LSL rafter Four 16d(0.131"x 34") nails Toenail header to rafter with four 16d (0.131"x 3X") TimberStrand"' LSL or Toenail with four 16d(0.131"x 3y4'") nails at each end of strap/cleat nails from each side, or use a hanger for reactions Microllam®LVL ridge board each side, or four 16d (0.131"x 3Y4") nails Attach blocking to rafter with two 16d exceeding 500 lbs. See Framing Connectors tables through ridge into rafter Toenail hip/valley to in Weyerhaeuser Roof System Guide, TJ-9005 for (0.131"x aX") nails hanger capacities. Sheathing or other lateral post with three TimberStrand"' bracing as required Hip member or 16d (0.131"x V4") LSL rafter � valley beam nails per side Lateral blocking per �/ 2 times joist spacing, code or for lateral 1 minimum Sloped bearing surface wind requirements TimberStrand®LSL Attach post to bearing wall or ceiling joist beam with three 16d (0.131"x Beam or ceiling joist „ sized to support post A23 or A3 clips each side. 2x TimberStrand®LSL plate Structural sheathing 3. ) nails per side Additional connections may be required (Addresses lateral load only, (connection design may be to resist wind forces in high wind zones not intended for wind uplift.)* required, contact your Weyerhaeuser representative) 3"maximum rafter Rafter-to-Valley Connection seat cut overhang Attach plate to rim with Rafter Rafter __ Roof Snow Load 16dOn-Center 30 LL+ 15 DL 50 LL+ 15 DL 80 LL+ 15 DL See Ian for member Minimum (Ridge Board Depth at 1 (0o 31"x on-center nails Spacing Span p at 12"on-center p 9 Number of 16d(0.131"x 3 y4') nails required Rafter Pitch *Angle Clips Rafter 6' S 5 5 Size 4:12 to 9:12 10:12 to 11:121 12:12 Hanger Clip Nailing Ceiling outlookers 16„ 12' 5 6 8 Ridge Board Sizes Type Top Plate Rafter/Ceiling Joist Rafter Connection for Thrust: at hip end 18' 6 9 12 R 2x6 2x8 2x10 2x10 p •For la connection nail quantity re SO M1110%, see Rafter Span and Heel 20 A23 t�6rr� 1yZ' 10d x 1Y" p q y q p 24' 8 12 * Open, see plan 2x8 2xl0 2x12 2x12 9 Connection Tables in Weyerhaeuser Roof System Design Guide, TJ-9005. 6' 5 5 7 \� -If fewer than 8 nails are required, use only one A23 or A3 clip, each side. O 12' 6 8 11 \ 2x10 14" 14 14" R UP q y p' 2x12 14" 16" 16" 22 Structural A3 10d x % 10d x 1y" -If 8-15 nails required, use two A23 or A3 clips, each side. 24 24" Connectors® 18' 9 13 24' 12 R *Contact your Weyerhaeuser representative Heel Connection (Lap) 26 for additional connection information. Trimmer joist see plan TimberStrand LSL rafter Hip/Valley Low End Sloped hanger Valley-to-Hip Connection Hip/Ridge/Valley/ Post Detail Hi member or (sloped/skewed if roof P pitches are unequal). ) Sheathing or other lateral valley beam Hip member 3" Maximum rafter bracing as required TimberStrand®LSL or Notch TimberStrand®LSL Hip/valley seat cut overhang Microllam®LVL ridge board hip/valley to sit on post depth (d) Depth of hip/valley (minimum of 75%of original at seat cut(y). member depth must remain). See table below Ridge board.Toenail Toenail hip to ridge with five ridge-to-hip with four 16d(0.131"x 34") nails. 16d (0.131"x 3y4") TimberStrand®LSL Connect rafter to nails Attach blocking to rafter with ceiling joist valley using 16d two 16d (0.131"x 34") nails/ (0.131"x 3Y") nails(2) 16d(0.131"x 34") nails Attach hip/valley member to plate 27 / for heel/lap connection* Post or bearing wall with three 16d 0.131"x 3y4" nails Valley beam. Connect to hip Lateral blocking per code or ( ) for lateral wind requirements Toenail ceiling joist to top plate per side member with sloped hanger. Toenail rafter to top plate with with two 16d (0.131"x 34") nails HipNalley Depth Contact your Weyerhaeuser representative for sizing of a hip three 16d(0.131"x 314") nails Minimum Percentage of Original HipNalley Depth Required or valley with a point load. TimberStrand®LSL rafter Member Type TimberStrand®LSL I Microllame LVL (t) Hip Member 30% 1 50% See Framing Connectors in Weyerhaeuser Roof System Guide, TFor heel/lap connection nailing see Rafter Span and Heel Connection R R Valley Beam 60% 90% TJ-9005 for hanger capacities. Tables in Weyerhaeuser Roof System Design Guide, TJ-9005. 23 Hip member or valley beam 25 Calculate percentage as y/d x 100 28 (2)See Rafter-to-Valley Connection table in Detail R26 above. ROOF DETAILS y.. General Notes Unless otherwise noted,all details are valid to a maximum slope of 12:12. Joists>16"have a maximum slope of 3:12. V-cut shear blocking-1y"or 1y" 2x4 one side. Use 2x6 if Web stiffeners are required with all 22"and TimberStrand"LSL rim board Beveled web stiffeners required on 2x4 one side. Use 2x4 both joist spacing is greater than 24"joists and when the sides of the hanger INTERMEDIATE BEARING sides if joist spacing is p 24"on-center. do not latterally support at least%"of the both sides.Cut to match roof slope. Blockingpanels or shear blocking may be greater than 24"on-center. J� P 9 y Two rows 8d rk' g .� TJI°9 joist top flange.Also see framing plan. specified for joist stability at intermediate supports � Web Stiffener required on P 1 tY pP (0.113"x 2y")nails �� j Shear blocking- both sides at R3W ONLY at 8"on-center / _T 1y"TJ®Rim Board, Web stiffeners Twist strap and backer block required at 10d(0.128"x 3") %"or 1Y"TimberStrand „ required on both R7S with slopes greater than 3:12.See nails at 8" ®j II Variable slope seat Birdsmouth cut / LSL or TJI joist. � sides at R7W ONLY Nailing Requirements at Bearing in �,l on-center connector TJI®joist flange / overhang inside Weyerhaeuser Installation Guide for Floor Web Stiffener required on g, Beveled 2x4 block both sides at R1 W ONLY must bear fully on r face of plate. and Roof Framing,TJ-9001. / plate. j Beveled 2x4 block with O Beveled bearing beveled web stiffener on Y adjacent span maximum L'. 0 a� Beveled web stiffeners Beveled bearing plate a1�d` plate required when `L'• opposite side of web II ��` on both sides � required when slope 2x4 block for soffit support slope exceeds ya:12 �a�- eired when y4:12 R3 R3W R5 J y R7 R7 tR7 R8 ! Rg BIRDSMOUTH CUT allowed at low end of joist only BIRDSMOUTH CUT allowedat low end of joist onl W R7S is allowed only with joist depths< 16" BIRDSMOUTH CUT allowed at low end of joist only Y�\Y adjacent span maximum Backer block:Install tight to bottom Double joist R1 R1 Filler block:Attach per the flange(tight to top flange with top mount SHEAR BLOCKING and VENTILATION HOLES(Roof Only) table below. hangers).Attach per table below. may be required Clinch nails when possible. y � when L exceeds L LSTA18 strap nails at H6S joist spacing with slopes greater than 3:12 Field trim to match joist depth at outer edge Y of wall or locate on wall to match joist depth. a L Use 1 y"TJ'Rim Board with depths<_16". Y Beveled web Strap nails: Y Blocking stiffener each Leave 2%"minimum end Allowed hole zone /as required side of TJI'°joist distance web Y X Y around 2x4 one side. Use 2x4 both LSTA24(Simpson Strong-Tie or USP LSTA18(Simpson Strong-Tie®or USP Structural Connectors)strap with twelve Variable slope joist hanger. Beveled 2x_overhang. Notch TJI®joist flange must sides if joist spacing is ® Y2 nd TJI joist top bear fully on plate. Two rows 8d(0.113"x 2yz ) o Structural Connectors )strap with 10d(0.148 x 1Y')Halls required at H5S with web stiffeners required on both sides. p° �� greater than 24"on-center. End wall flange. Birdsmouth cut must not nails at 8"on-center 1 twelve 10d(0.148"x 1y")nails slopes greater than 3:12 yl overhang inside face of F 1 X Additional blocking may be required for Additional blocking TJI®Depth, D TJI Flange Block Nail plate. may be required Width Type Size Quantity Maximum allowable V-cut shear transfer O gC BIRDSMOUTH CUT allowed for shear transfer. less than 3y" Filler 10J(0.128"x 3") 10 For TJIQD joists with slopes of 10:12 to 12:12,the vertical depth of at low end of joist only Filler 9y"<D<_16" Backer 10d(0.128"x 3") 10 shear blocking at bearing will require 1y"TJ®Rim Board or 1y"or Strap nails: O g g q ' Leave 2%"minimum Strap nails: Filler 16d(0.135"x 3Y2") 10-each side Sg 1yz"TimberStrand°9 LSL that is one size deeper than the TJI®joist. Beveled 2x4 block. 3y Second beveled web end distance Leave 2%"minimum Backer 10d(0.128"x 3") 10 DO NOT use 1y"TJ®Rim Board with 18"-24"TJI®joists or in end distance Filler 10d 0.128"x 3" 15 vertilation-hole applications. stiffener required on ( ) less than 3y" � opposite side at R10W only. Double beveled bearing plate Backer 6d(O. 35" x 3") 15 ' Weyerhaeuser 2A° � when slope exceeds y:12 Variable slope joist hanger. 16"<D<_20" Beveled bearinglate required Beveled web stiffener 3y„ Filler 16d(0.1 28 x 3Y2") 15-each side R`a p q required each side. Backer 10d(0.128"x 3") 15 when slope exceeds y:12 Web Stiffener required on Filler 16d(0.135"x 3y2") 25-each side Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this H5 20 <D<_24 9 9, 9, 9 9 P 9 P 9 P q 3y„ R10 R10 R14 R14 both sides at R14W ONLY H5 S H5S is allowed only with joist depths< 16' Backer IOd(0.128"x 3") 15 product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California HISS is allowed only with joist depths< 16" to cause cancer. For more information on Proposition 65,visit wy.com/inform. s S6 For filler and backer block sizes see Weyerhaeuser TJI SUSTAINABLE Joist Specifier's Guide,TJ4000 FORESTRY INITIATIVE A Weyerhaeuser,Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of Certified Sourcing Weyerhaeuser NR. 0 2014 Weyerhaeuser NR Company. All rights reserved. www sfipr a e Se-00008 October 2017 Reorder TJ-4014 Professional Seal Revisions No. Date Rev. Title OF NEWy 1 06/16/2S PERMIT SET 7430 Indian Neck Ln. I. BUC O,p 2 --/--/-- ---- r- ,•v, C WIN Z 6 4 --/--/-- ---- THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAGS, _ _ " I w SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS SHEET TITLE: 7 6 BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL, �� ' t •, •J BEFORE STARTING EACH PORTION OF THE WORK,CAREFULLY STUDY AND COMPARE THE VARIOUS 0 Indian d i a n Neck L n • 42 �� --/--/-- ---- � f CONTRACT DOCUMENTS RELATED TO THAT PORTION OF THE WORK,AS WELL AS THE INFORMATION ---- ROFESSIONP� 8 --/--/-- FURNISHED BY THE OVIMER 74 WOOD FRAMING DETAILS - 202 I IF 33 Flying Point Rd. Suite 208 THE CONTRACTOR SHALL SIMILARLY ENSURE THATALL SUBCONTRACTORS CAREFULLY STUDY AND Pecon is NY 11958 COMPARE THE VARIOUS CONTRACT DOCUMENTS RELATED TO THEIR RESPECTIVE SCOPES OF WORK. ' Southampton N.Y. 11968 SUBCONTRACTORS SHALL INSPECT WhRK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR j ANY ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WITH THE CONTRACT WITH Office: (631) 260-0840 DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT INDUSTRY STANDARDS OR BEST PRACTICES.THE CONTRACTOR SHALL PROMPTLY REPORT TO THE Design By STB STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE Sean Buchner, P.E. LL-= Seanb@buchner-engineering.com KNOWN TO THE CONTRACTOR. New Construction Principle /Owner NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN THE CONSTRUCTION DOCUMENTS)WITHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER Buchner Engineering PLLC Sheet# ENGINEERING PLLC. BUCHNER ENGINEERING COPYRIGHT 02025 BY BUCHNER ENGINEERING PLLC.ALL RIGHTS RESERVED.THE PLANS ALL OTHER Date 05/18/2025 MATERIALS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY,IN ANY MANNER VATHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC. SCaIe.1 4'- _ 1--0" VAPOR RETARDER, SEE PLAN FOR Second Pour First Pour -- LAP EDGES 24"AND TAPE, THICKNESS&REINF. OMIT AT EXTERIOR SLABS STEEL COLUMN TYP. 56 BAR MIN. 2x4 KEY W/WATER STOP r ; �.•1 • I �� 1. � P.T. PLATE 70 FND.WALL BASEMENT SLAB TYP. W/ "ox12"ANCHOR BOLTS "! P.T. PLATE TO FND.WALL @36 o.c. #5 CONT. W/2 gx12 ANCHOR BOLTS @36 o.c. AT STEM •)`-t" at\ �;�{. �' .t"°'.iP;.. .`«fr`'d.. - �i•.., ..,f�%,� °�..�i/� -.d(o.`.� ,''.', - p9 --�.�.�_<,,. I<t ' ' ,.«.,.,..,.®-._»....+.,......:.sx.»......«....,a�...n.,m g oj. `r. 1`Ni ,. Q1� `i ... `.�: .r F ?.Y -.i.._r .."4'-J ?• cn I 2X BLOCKING - ..� �•�: '�. ;_. Ln .� FLOOR I Uj FRAMING z FOOTING AT16 o.c. Lo FLOOR ,h:.'- '1 J. ..Eis �L — — FRAMING CONSTRUCTION JOINT U • • ® REINFORCEMENT PROVIDE 2" WELL COMPACTED " CORNER BAR = I I=� I - z ® • REBAR CHAIRS SIZE&SPACING GRAVEL.6"TYP. ~ I TOP OF WALL SECTION • TO MATCH SEE SCHEDULE TYPICAL SLAB ON GRADE DETAIL HORIZ. REINF. 56 BAR e MIN. 56 BAR o MIN. U I JOISTS PARALLEL TO WALL • 4„ #5 CONT.AT SHELF ISOLATED FOOTING SCHEDULE SEE DETAIL 4A FOR LAP REINFORCEMENT 2" KEY W/ TYP. WALL REINF.AND INTO 2ND POUR 36" MIN. ALLOWABLE SIZE REINFORCEMENT - #5 BARS @10"o.c.VERTICAL FOOTING SPEC WATER STOP CALLOUT AXIAL LOAD LENGTH WIDTH THICKNESS LENGTHWISE WIDTHWISE ® - #5 BARS @12"o.c. HORIZONTAL 011 F-2.5 11.5KIPS 2`-6" 2'-6" V-0" (3)-#5 (3)-#5 _ TYP. F-3.0 16.5 KIPS 3'-0" 3'-011 V-011 (3)-#5 (3)-#5 p z #5 DOWEL- MATCH VERT. •.5 $-,a y,#J1,�r�'�.... , ,1 t ,1 ! 11 L SPACING w/0'-10" HOOK, FND. WALL TO P BEARING F-3.5 22.5 KIPS 3-6 3-6 1-0 (3)-#5 (3)-#5 4B Z w - LAP 48 BAR 8 W/VERT. BARS .I_l-:i_?1= .( 13 F-4.0 29.5 KIPS 4'-0" 4'-0" 1'-3" (4)-#5 (4)-#5 Lj- S-300 _ 1 1 ::.1 }il p SCALE:3/4 -1 0 -' -'j Genera(Note:90 degree hook at end of ech bar o , a M 2" PREFORMED CONSTRUCTION JOINTS ARE TO BE USED WHEN AT CORNERS AT INTERSECTIONS 1 SO LATE D FOOTING DETAIL EXPANSION MATERIAL CONCRETING OPERATIONS ARE TO BE INTERRUPTED. SLAB ON GRADE, CONSTRUCTION JOINT DETAIL NOTE: S-300 SCALE: N.T.S. 2x4 KEY • SEE PLAN FOR REINF. • IF NOT COMPLETED- PROVIDE CONSTRUCTION JOINTAT END OF DAY x x x ALL BAR SPLICES SHALL BE CLASS"B" LAP SPLICES • • x 1'-01, VERTICAL REINFORCING AND/OR SUPPORT BARS NOT SHOWN FOR CLARITY _ (4)-#5 CONT. MIN #4 NOSING BAR #5 HORIZ.AT 18"o.c. ,' 2 TYP. CONC. WALL DETAIL • • x x • 0:t,E a;} ;y �{ :.,�. SCALE:3/4" =1'-0" U \76"WELL COMPACTED CRUSHED " 01-101, 01_8" Z1 BLUESTON E GRAVEL I i j O SPLIT SHELF FN D. WALL i S'' l1 it %I '• ...•}*.Cx>.:K aftl:1V"Y`.vR,s .e._ K -2' STEPPED SLAB DETAIL ; .; ;_ 1.3..11_ 4A ® 0'-4" 5-300 SCALE:3/4" =1'-0" 1 TYP. SLAB ON GRADE DETAIL s-3oo _ 4C DOUBLE SHELF FND. WALL SCALE: N.T.S. 5-300 SCALE:3/4" =1'-0" P.T. PLATE TO FND.WALL W/2"ox12"ANCHOR BOLTS @36"o.c. 0'-6" 2" PREMOLDED EXPANSION JOINT 3'-0" LAP SPLICE 2"H" MIN. I'}Ll_L) I I >: 1.-'_. TYP.AT WALL SLAB ON GRADE,SEE PLAN AND FTG. 21-011 T. HORIZ.WALL SLAB ON GRADE,SEE PLAN FOR REINFORCEMENT REINFORCEMENT FOR REINFORCEMENT x x X x x II-III-=III-I x x x x x x x -III III, >11Tiili�ITI • O O z #5 DOWEL AT 18"o.c.W/ ..� . - -;a I- z w O 0'-10" HOOK ILLz w CONT.#5 HORIZONTAL •—' ( . . U #5 DOWEL AT 18 O.C.W/ ~ FOOTING REINF. z w _ 0 (2)-TOP AND BOTTOM 2 O-10 HOOK = \Y' � O a • • tt.. CONT.#5 HORIZONTAL r� .,. a AND BOTTOM • 2x4 KEY ``� � (2)-TOP _;,--,III ;-1I; i- TOP REINF. IF REQ D.SEE FDN. M w I`fli.�.:—31E 11 11 ® 2x4 KEY UJI U) T WALL/FOOTING SECTIONS #5 HORIZONTAL Ln z o #5 HORIZONTAL o @ 18"O.C. @ 18"o.c. (nn w NOTE: o '� 3) #5 BAR CONT. w V PLACE LOWER FOOTING FIRST 3) #S BAR CONT. 6"WELL COMPACTED CRUSHED U Q 0'-6" 0'-101, 0'-6" 4" BLUESTONE GRAVEL - STEPPED FOOTING DETAIL _ � 0'-811 701--8" 0'-8e'21 '-10" . 5-300 SCALE:3/4" =1'-0" LL 5 SLAB ON FROST WALL 6 SLAB ON SHELF FOUNDATION DETAIL 5-300 SCALE:3/4" =T-0" I Professional Seal Revisions No. Date Rev. Title 0f NEwy 1 06 6/25 PERMIT SET 7430 Indian Neck Ln. �Q P�1_ BUc 0 2 --/--/-- ---- * CO ` �� * 4 --/--/-- ---- mI - _ i �'-' S --/--/--THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, 6 ---- SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS. SHEET TITLE. N a ��'- E�cs,�_r.� 6 -_l--l_- BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL: �1•-042�N1� � 7BEFORE STARTING EACH PORTION OF THE WORK,CAREFULLY STUDY p --/--/-- - --- CONTRACTDOCUM DOCUMENTS RELATED TO THAT PORTION OF THE WORK, SNWELL AS THE INFORMATION 7D COMPARE THE VARIOUS A�O, CSSIp" r� 8 --/--/'_ �. FURNISHED BY THE OWNER. / 43 0 Indian i a n Neck c L n . FOUNDATION DETAILS 33 Flying Point Rd. Suite 208 S - 300 - y g THE CONTRACTOR SHALL SIMILARLY ENSURE THAT ALL SUBCONTRACTORS CAREFULLY STUDY AND P e c o n i c N Y 11958 COMPARE THE VARIOUS CONTRACT DOCUMENTS RELATED TO THEIR RESPECTIVE SCOPES OF WORK. Southampton N.Y. 11968 SUBCONTRACTORS SHALL INSPECT WORK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR il ANY ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WITH THE CONTRACT DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT WITH INDUSTRY STANDARDS OR BEST PRACTICES.THE CONTRACTOR SHALL PROMPTLY REPORT TO THE Design By ST B Office: (631) 260-0840 STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE Sean Buchner, P.E. Seanb@buchner-engineering.com KNOWN TO THE CONTRACTOR. NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN New Construction Principle /Owner Sheet# THE CONSTRUCTION DOCUMENTS)WITHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER Buchner Engineering PLLC . .. ENGINEERING PLLC. BUCHNER ENGINEERING COPYRIGHT®2025 BY BUCHNER ENGINEERING PLLC.ALL RIGHTS RESERVED.THE PLANS ALL OTHER Date 05/18/2025 MATERIALS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY,IN ANY Scal e.1/4" - 1'-0" MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC. I i 3"SDS SCREW STAGGERED AT 6"o.c.THRU PLYWOOD& NAILER. 2X NAILER PREDRILL AS REQ'D (2) 9"x8" PLATES (4i4"o A325 SLIP CRITICAL (ECH SIDE OF BEAM) CCAP PLATE BOLTS U.O.N. SHOP ATTACHED ***#OF BOLTS TO BE W/(2)-HOLES FOP TO COLUMN FINALIZED IN SHOP REVIEW Cl P,T&B (3)4"o A325 BOLTS t„ W8: (2)4"o A325 BOLTS I 2 THRU-BOLTS �FLR FRAMING STEEL COL. I I a o nag rN I ° ° M ° o (2)BOL\TS AT oRcU SIMPSON STRONG TIE o ° I I STAGGERED AT 8" o.c. FACE MOUNTED HANGERS 3"CLEAR TOP& BOTM. I (3)4"�THRU BOLTS W/ I I (3)4"o THRU BOLTS W/ WOOD BEAM PROVIDE LVL BLOCKING 8"THICK PLATE s"THICK PLATE (3)4"o THRU BOLTS W/ BTW FLANGES ESHOP ATTACHED TO COL. SHOP ATTACHED TO COL. (2)4"THICK ANGLES 8"THICK PLATE 3" PLATE SADDLE SHOP ATTACHED TO COL. 8 3" FLANGE PLATE TOP&BOTM. SHOP ATTACHED TO COL. BOLTED SHOP ATTACHED TO COL. WELDED 1 SHEAR CONNECTIONS 2 WOOD BEAM FRAMING STEEL COLUMN 3 FLUSH STEEL BEAM DETAIL 4 MOMENT CONNECTIONS S-400 SCALE:1-1/2"=1'-0" 5-400 SCALE:1-1/2" =1'-0" 5-400 SCALE:1-1/2" =T-0" S-400 SCALE:1-1/2"=1'-0" - t (2)-1/2" 0 �Is lz �� 12� AFTER STEEL INSTALL _ A307 O - O FILL POCKET W/GROUT 8" STIR PLTS BOTH SIMPSON TB1460S COLLATED SCREW THRU-BOLTS O SIDES OF BEAM @ 3" O.C.OR APPROVED EQUAL. 60, 3' MINIMUM (2) PER BLOCKING MEMBER A ATTACH TO , I DBL LVL O O L3x3x-SHOP 1�" 1 I BLOCKING EXT. FACE OF 2 4 t li 3 x4 x [BEAM WIDTH±6] BEARING PLATE o COLUMN ! 3 I FND. WALL 12 2 W/(2)1"0]-HOOK ANCHORS TUBE POST `I I PROVIDE OVERSIZED HOLES IN STEEL I+ STEEL COL. TYPE 1 -TYP.WALL TYPE 2 - CORNER TYPE 3 - FOOTING BEAM FLANGE FOR THERMAL WOOD FLOOR I I I I EXPANSION JOIST/ROOF RAFTER;SEE t °' PLAN FOR SIZE& A I (2)1"g SPACING THRU-BOLTS STEEL COL,WELDED 2" MAX SHRINK GROUT T&B TO BASE PLATE STEEL BEAM a A - A (2)4"o F1554 GRADE 36 I I PROVIDE OVERSIZED HOLES IN BOTM. FOP ANCHOR BOLTS W/12" •4"THICK BASE PLATE THERMALFLANGE EXPANSION EMBEDMENT&3 HOOK .4 THICK LEVELING PLATE FND.WALL 4"TYP. (-, EEL COLUMN BRACING AT FLR FRAMING •2" MAX. NON SHRINK GROUT 10" WALL) S-400 SCALE:1-1/2'" -1'-0" CONC. FOUNDATION ELEMENT TYP. ELEVATION 6 BEAM POCKET DETAIL 5 TYPICAL STEEL BASE PLATE DETAILS S_400 „- „ SCALE:1-1/2 -1 0 5-400 SCALE:3/4" =1'-0" Professional Seal Revisions No. Date Rev. Title OF NEIV 1 06/16/25 PERMITSET 7430 Indian Neck Ln. � P * 'k 4 --/--/-- n w 5 THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE,BUT MAY NOT BE LIMITED TO,DRAWINGS, -' '. 6 SPECIFICATIONS,ADDENDA,AND OTHER MODIFICATIONS EXECUTED AS PER THE SPECIFICATIONS. SHEET TITLE. 04 � `CI BECAUSE THE CONTRACT DOCUMENTS ARE SCHEMATIC,THE CONTRACTOR SHALL: 110 Z �j` 7 =.w .� BEFORE STARTING CONTRACT DOCUMENTS RELATED TO THAT PORTION OF THE WORK,ASCAREFULLY STUDY WELLAS THE INFORMATION 7 43 0 Indian Neck L n . AROFESSIONPD COMPARE THE VARIOUS � $ p FURNISHED BY THE OWNER.CH THEWORK WOOD AND STEEL FRAMING DETAILS S _ 00 33 Flying Point Rd. Suite 208 THE CONTRACTOR SHALL SIMILARLY ENSURE THAT ALL SUBCONTRACTORS CAREFULLY STUDY AND I� COMPARE THE VARIOUS CONTRACT DOCUMENTS RELATED TO THEIR RESPECTIVE SCOPES OF WORK. P e c o n i c NY 11958 Southampton N.Y. 11968 SUBCONTRACTORS SHALL INSPECT WORK IN PLACE AND PROMPTLY REPORT TO THE CONTRACTOR ANY ERRORS,INCONSISTENCIES,OMISSIONS,NONCONFORMANCE WITH THE CONTRACT Office: (631) 260-0840 DOCUMENTS,OR ANY DEFICIENCIES IN THE WORK THAT ARE NOT CONSISTENT WITH INDUSTRY STANDARDS OR BEST PRACTICES.THE CONTRACTOR SHALL PROMPTLY REPORT TO THE Design By STB STRUCTURAL ENGINEER ANY ERRORS,INCONSISTENCIES,OR OMISSIONS DISCOVERED BY OR MADE Sean Buchner, P.E. Seanb@buchner-engineering.com KNOWN TO THE CONTRACTOR. New Construction Principle /Owner NO CHANGES OR ALTERATIONS ARE TO BE MADE TO THE DESIGN FOR THIS PROJECT(AS DIRECTED IN - ` THE CONSTRUCTION DOCUMENTS)WITHOUT PRIOR WRITTEN APPROVAL FROM BUCHNER Buchner Engineering PLLC -.-.. Sheet# ENGINEERING PLLC. UH N E R ENGINE E R I N G COPYRIGHT 02025 BY BUCHNER ENGINEERING PLLC.ALL RIGHTS RESERVED.THE PLANS ALL OTHER Date 05/18/2025 MATERIALS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF BUCHNER ENGINEERING PLLC AND MAY NOT BE REPRODUCED,EITHER IN PART OR WHOLLY,IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF BUCHNER ENGINEERING PLLC. SCaIe.1 `-FI' - 1 I-OII