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Home My WebLink About49438-Z �o0aoF souryO(o Town of Southold * * P.O. Box 1179 �04 53095 Main Rd UN" Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47073 Date: 05/19/2026 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 5135 Indian Neck Ln Peconic, NY 11958 Sec/Block/Lot: 98.4-1.2 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 04/21/2023 Pursuant to which Building Permit No. 49438 and dated: 07/24/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Unheated accessory pool house (air conditioning only) with roof overhang, half bath and outdoor shower as applied for. The certificate is issued to: Javier Fernandez, Lisa Marie McKeon Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-0165 6/2/2025 ELECTRICAL CERTIFICATE: 49438 4/7/2025 PLUMBERS CERTIFICATION: Jorge Naranjo 4/4/2025 a4 tho ' ed i ature of SoulyOlo Town of Southold * * P.O. Box 1179 io 53095 Main Rd Southold, New York 11971 CERTIFICA:AC OF OCCUPANC No: 46208 Date: 06/02/2025 THIS CERTIFIES that the gilding SORY-NEW STRUCTURE Location of Property: 5 5 Indiack Ln Peconic NY 11958 Sec/Block/Lot: 98.-l-1.2 Conforms substantially to the A icatio or Building Permit heretofore, filed in this office dated: 04/21/2023 Pursuant to which Building rmit No. 4943 and dated: 06/29/2023 Was issued, and confor to all of the requireme is of the applicable provisions of the law. The occupancy for ich this certificate is issued is: Unheated accessory pool house (air condition g only) with roof overhang, half bath and outdoor shower as applied for. o l k a s r)o4- Go 1-A`1 stX-if V ate,+'a n Ce -f�r `5 The certificate is issued to: Javier Fernandez,Lisa Marie McKeon Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPR AL: R-23-0165 12/21/2024 ELECTRICAL CERTIFICATE: 8 04/07/2025 PLUMBERS CERTIFICATION: Xorge Naran 04/04/2025 Autho iz d S'gna e �o�sUFF01 o TOWN OF SOUTHOLD Gyp BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49438 Date: 6/29/2023 Permission is hereby granted to: Fernandez, Javier 6135 Indian Neck Ln Peconic, NY 11958 To: Construct Pool house/Cabana with outdoor shower and HVAC (cooling only) system to an existing single family dwelling as applied for per SCHD approvals. At premises located at: 5135 Indian Neck Ln, Peconic SCTM # 473889 Sec/Block/Lot# 98.-1-1.2 Pursuant to application dated 4/21/2023 and approved by the Building Inspector. To expire on 12/28/2024. Fees: ACCESSORY $255.20 CO-ACCESSORY BUILDING $50.00 Total: $305.20 Building Inspector SOUTyoI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 �y�OUMY,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Javier Fernandez Address: 5135 Indian Neck Ln City: Peconic St: NY Zip: 11958 Building Permit#: 49438 Section: 98 Block: 1 Lot: 1.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Soundview Electrical Contracting License No: 57478ME SITE DETAILS Office Use Only Indoor Imo' Basement r Service r Solar (— Outdoor 1st Floor Iv Pool r Spa r Renovation r 2nd Floor r Hot Tub F Generator r Survey Ir Attic rFj— Garage Battery Storage r INVENTORY Service 1 ph i- Heat Duplec Recpt 7 Ceiling Fixtures 1 Bath Exhaust Fan Service 3 ph F Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 18 CO Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 6 4'LED Exit Fixtures Other Equipment: Instant Hot, Mini Fridge, 100A Sub Panel 12 Circuit/ 11 Used Notes: POOI HOUse Inspector Signature: X Date: April 7, 2025 Sean Devlin Electrical Inspector - sean.devlin(-town.southold.ny.us 51351ndianNeckPoolHouse fF�� `�^.. Town Hall Annex lr0•j+ y Telephone.(631)765-1802 54375 Main Road . P.0.Box 1179 3 Southold,NY 11971-0959 +r nr BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: O Building.Permit No. 4j 9 �J ZVLe Owner: � -} e%`f l'a" e-� (Please print) Plumber: o IV a'sang (Please print) I certify that the solder used in the water supply system.contains less than 2/10 of I%lead. (Plumbers gnatu.re) Sworn to before me this—�— day of X220 EE3 LeIl/22/2026 g YORK 053 nty 2026 Notary Public, County 1 ho��oe souTyO� # * TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 631-765-1802 ovy— INSPECTION [✓J FOUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL �, �� REMARKS.. 1"�h aVt � . DATE 11'/e��3 INSPECTOR Of SOUTy�ID * # TOWN OF SOUTHOLD BUILDING DEPT. °ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ✓ ROUGH PLBG. UA oe� ,,e�ovpPC [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA,T('ION [ ] PRE C/O [ ] RENTAL REMARKS: V l`1( �C2 2U k /UIM,6 Y� . P,-Jbt-a. DATE INSPECTOR OF SOOTyO� - # f TOWN OF SOUTHOLD BUILDING DEPT. couHr+N�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND �i /vim [ ] INSULATION/CAULKING [ �RAMING /STRAP ING f/a [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Ave, DATE �'��'�`� INSPECTOR -TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 Lfqq1W INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ �NSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: lrl6uW4Gtl DATE INSPECTOR a0F S0(/l�, # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTIQN [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ate- a1�� DATE 2 L INSPECTOR 50�1yO� 4 0 H �;�5 * * TOWN Of SOUTHOLD BUILDING DEP o tm N ip 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: S �r C/ OX DATE 2 INSPECTOR OF SOUlyO� TOWN.OF SOUTHOLD BUILDING DEPT. °yIOU Ni1,Nc� 631-765-1802 qjq'25 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [Y] ROGH PLBG. ] FOUNDATION 2ND [ L IOWCAULKING FRAMING/STRAPPING [ L �l kAAei [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION - [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS. &JW CO,49 Ci& -a( z sw - ? r IL .X/ DATE y INSPECTORk)4t.., ll�g FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) C7�H -------- y - a ----s---- ,� FOUNDATION (2ND) t1i z I1•4a3 i5llgk usn,12iq tgk-. skqA ja2 40 Pea- fIA-b. ROUGH FRAMING& y PLUMBING. 1 I al INSULATION PER N.Y. STATE ENERGY CODE FINAL Q ADDITIONAL COMMENTS . 7/.& Ll \ 25 CA z Vv ty �m y ti�sUFFo� o TOWN OF SOUTHOLD-BUILDING DEPARTMENT �G 1 y s$. Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.go_v 4 o� a Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only I G PERMIT NO. 4 9 q3 Building Inspector: Applications antl forms must be filled out;m their:entirety Incomplete............ f4�20e"�U UIaPT applications wilt not be accepted 'Where the AppUcant,is not the owner,an T'O�IN OF S®lD`�OLD Owner's Authorization form(Page 2)shall be completed Date: °:QWNER(S)OF PROPERTY Name:Javier Fernandez & Lisa McKeon sCTM#1000-098-001-1.2 Project Address:5135 Indian Neck Lane, Peconic NY 11958 Phone#:g17-679-4555 Email:Lisa.McKeon@g_mail.com MailingAddress:5135 Indian Neck Lane,__Peconic NY_11958 CONTACT.PERSON j . f Name:Michael Macrina Architect RIC Mailing Address: 21 Main Street, Stony_ Brook NY 11790 Phone#:631-686-6585 -rEmaii:mmacrina(@.mmarchitectaia.com DESIGN PROFESSIONAL INFORMATION 4 i + Name:Michael Macrina Architect RIC Mailing Address:21 Main Street, Stony Brook NY 11790 Phone#:631-686-6585 Email:mmacrina@mmarch.itectaia..com CONT INFO RMATION Name: Mailing Address: Phone#: Email: DESCRIPTION OF-PROPOSED CONSTRUCTION E]New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: E10ther Pool House $ Will the lot be re-graded? ❑Yes ONO Will excess fill be removed from premises? ❑Yes ONO 1 PROPERTY INFORMATION. Existing use of property: Residential Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-80 this property? ❑Yes BNo IF YES, PROVIDE A COPY. 0 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by , Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone. Ordinance of the Town of Southold,Suffolk,County,New York and.other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described:The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made heretn.are- punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State•Penal•Law. - Application Submitted By(pr' t name): [% uthorized Agent DOwner M Urk-(\01 Signature of Applicant: ��`vY 1� C— Date:. -?,)Ib Z j STATE OF NEW YORK) SS: COUNTY OFSUVTO K- ) M�C,iIl(Af,( M00 01 P"Itd being Iuly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is therms l (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 L'Y)'t2�� 20?-3 N CAROLINE M"CARTHUR Notary Public-State of New'York ' No.01MA6384635 PROPERTY OWNER AUTHORIZATION Qualified in Suffolk County My Commission Expires Dec 17,2026 (Where the applicant is not the owner) I, Lima h/1.r Licon residing at- �� n d,6 n i 195110 hereby authorize ochof"i Crl n I Cn l w-LAtto�a ly on my behalf to ,e T wn of Sou old Building Department for approval as described herein. h,c d 'Owner's Signature/ Date Print Owner's Name 2 rG�`G�GGi2c;+� Scott A. Russell --� SUPERVISOR 0 --f I�v1[A\NA\G]EM]EN T SOUTHOLD TOWN HALL-P.O.Sox 1179 '� s YJ �' ,�/% 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) `f - - — — — — — — — — — — — — — — — - - -> — - - _ _ - - - - - - !' APPLICANT: Property Owner, esign Professional, A ' nt, Contractor, Other) NAME: � L Pate: tPunB tJI Contact Information: I ff -1�•IA�- �-'��" �G �=` 1E- tail R l'elephnne Numhei) ✓ V !' Property Address / Location of Construction Site: !: District 621 1 pj!�, 'E Section Block Lot t �;! TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT I. - -- - - - -- - - - - - - - - - - - - - - -- - - - - - 1; i; !is ` ® - Area of Disturbance is less than t Acre. No S.P.D.E.S. Permit is Required ! Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Re t+il , y- t. Area of Disturbance is Greater than I Acre& Storm vvater Runoff Discharges•'D;i) ctly j '! to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P. .S. Permit 'i DIRECTLY From N.Y.S. D.E.C:Prior to Issuance of a Building Permit. 8 M23 �i. Area of Disturbance is Greater than I Acre & Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUS>'noBT�M't� �"P7. a S.P.D.E.S Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. i Reviewed By: �� / , Date: FYIRM 4 CM('P-Tr)C 0otnhar 901C1 ge CI BUILDING DEPARTM ENT -A* eor - N;61 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road Bbi 117B Southold, New York 11971-0.959 Telephone (631) 765-1802 - FAX (631),-.76�,;495029--", - jameshasoutholdtownny.gov - seana�cvsoOtho'ld'tdv4nn'v..qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 01/31/2024 Company Name: Soundview Electrical Contrcting, Inc Electrician's Name: Jon Hunting License No.: 57478-NE Elec. email: soundviewelectric(Photmaii.com Elec. Phone No: 631-828-4675 Z I request an email copy of Certificate of Compliance Elec. Address.: 71 Parkside Ave. Miller Plaxe, N.Y 11764 JOB SITE INFORMATION (All Information Required) Name: Gerard Pollino- Project Manager, Bailey Brothers Custome Building, Inc Address: 5135 Indian Neck Lane, Peconic N.Y. 11958' Cross Street: Smith Rd. Phone No.: (203) 858-9326 Bldg.Permit#: 49438 email: whitebirchacresllc@gmaii.com Tax Map I District: 1000 Section: 98 Block: 01 Lot: 1.2 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Pool House Rough Inspection Square Footage: 350 Circle All That Apply: Is job ready for inspection?: YES [:] NO R]Rough In E] Final Do you need a Temp Certificate?: 0 YES FV-] NO issued On Temp Information: (All information required) Service SizeF-11 Ph[-]3 Ph Size: A # Meters Old Meter# r-1 New Service[:]Fire Reconnect[:]Flood Reconnect[:]Service Reconnect[:]Underground[]Overhead # Underground Laterals F1 1 F-12 R H Frame M Pole Work done on Service? R Y F-]N Additional Information: PAYMENT DUE WITH APPLICATION 0 LA 'ERMIT p Address: ,witches )utlets ;FI's urface �- conces H s Us ins Fridge HW ,(haust Oven W/p -nokes per/ Mini 3rbon Micro Generator )mbo Cooktop Transfer AH Hood Service Amps Have Usec ecial: I101 V21- -n-iments - �. 1 �/ /ohm°nd Greek, now °r formerl�I una Joseph &Garol Ann formerly � Edm gaUmann w or 0 n°Mary KUII N m o O8 A� �78• ELa18.4 = N?a04400 ELc19.4 ', C now Or f0 a carol Ann 11t 0_ Edmuna 3oseO z 1 0 gaar(,ann rn 6'- - 42650 s{ o Area in Q , 1 �P' l p tP IF- o "i C2�/07 lfo'r yj Z'j W 3A�1� r forn1e ly �c 398 — �''450.4! w nod l. Ciechonow�cz _KSE.1 68a. pave m 15.5�1 TEST HOLE j �� 1� i3l Y 0.0 IV ♦n�i /� i� - TOP SOIL 0-6 LOAM W' 11 EL.175 20o5 2.2 COARSE 5 SAND 20. AA`al �50'�0 9 El= S?80�',4p0 Yrr EL+6 SMALL NEc 1,( AMOUNT - GRAVEL EL,IaB 8.0 COARSE SAND GRAVEL I0.7 G R. WATER ) SURVEY FOR FRANK KULL JR. 81 FLORENCE KULL OCT. 11,1985 JUNE 28,1985 AT PECONIC DATE: APR. 17,1985 TOWN OF SOUTHOLD SCALE: I"= 60' SUFFOLK COUNTY, NEW YORK No. 85-453 Of UNAUTHORIZED ALTERATION OR ADDITION TO THIS GUARANTEED TO SURVEY IS A.VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW CHICAGO TITF7KISUR O�E1��_ *COPIES OF THIS SURVEY NOT BEARING THE LAND SOUTHOLD ShVING,S,BAN i SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL / gY Y NOT BE CONSIDERED TO BE A VALI D TRUE COPY OG *GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED � Q y m 1 HEALTH DEPARTMENT-DATA FOR APPROVAL TO CONSTRUCT AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERN- �i ' III NEAREST WATER MAIN_MI.± III SOURCE OF WATER: PRIATE_PUBLIC_ MENTAL AGENCY AND LENDING INSTITUTION LISTED �' + If SUFF CO. TAX MAP DIST 1000 SECTION 098 BLOCK 001 LOT 1.2 HEREON, AND TO THE ASSIGNEES OF THE LENDING *THERE ARE NO DWELLINGS WITHIN 100 FEET OF THIS PROPERTY INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE , OTHER THAN THOSE SHOWN HEREON. TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS M THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEM FOR THIS DEPARTMENT *DI STANCES SHOWN HEREON FROM PROPERTY LINES WILL CONFORM TO FNIE STANDARDS OF THE SUFFOLK COUNTY DEPARTIiENT TO EXISTING STRUCTURES ARE FOR A SPECIFIC OF HEALTH SERVICES. PURPOSE AND ARE NOT TO BE USED TO ESTABLISH APPLICANT PROPERTY LINES OR FOR THE ERECTION OF FENCES ADDRESS �/ �+ �/^o ' �+ TEL. YOUNG a YOUNG R RHEAD, NEW YORK E NOTE: ■=MONUMENT ALDEN W.YOUNG,PROFESSIONAL ENGINEER AND LAND SURVEYOR N.Y.S.LICENSE NO.12845 HOWARD W.YOUNG, LAND SURVEYOR *THE LOCATION OF WELL(W),SEPTIC TANK(ST)ACESSPOOLS(CP)SHOWN HEREON N.Y.S.LICENSE NO.45893 ARE FROM FIELD OINKFIVATIONS AND OR DATA OBTAINED FROM OTHERS BRANDIS & SONS INC. 1046 DWELLING USES PUBLIC WATER I NOW OR FORMERLY I MARY KULL proposed Proposed 1,000 gal g dia.x4'tall septic tank leaching pool ' 178.08' g p N 78 44 00 E x el. 19.4 proposed IFE '�'E el. 18.4 x one story clean O LP to pool house (see tail FFE=20.5 o E P2- Ipergolalj I pipe_ DW I DWELLING I -- III — to dryweTf I USES PUBLIC WATER o.sf outdoor I NOW OR FORMERLY pp� E shower of EDMUND JOSEPH& O rE03 L----- � CAROLANNBAUMANN patio^ ( proposed. one story VACANT proposed s I I NOW OR FORMERLY I pool FFE=garage ge I w I MARY KULL I (dry) o — , d 0 oC° %ctrSrO` d I�o INIce Cnexisting I pre-cast I septic z ref# 85-SO-64 mQ m 3=Z LL- I I m 0 °J existing I ►- I deck I I I 2 F7.5 4� existing El one story house DWELLING FFE=23.0 USES PUBLIC WATER = NOW OR FORMERLY DAVID CIECHANOWICZ CO of I O r1w N driveway �� qR .Z co I s� a) ® f x el. 20.5 Ael.150.00' S 78°44'00" W20.05' Lot Area Lot Area = 42,650 s.f (0.98 acres) 1 nclian Neck Road Suffolk County Tax Map # Dist:1000 Sec:098 Blk:001 Lot:1.2 Plot Plan Test Hole TAKEN FROM ORIGINAL HEALTH DEPT APPROVAL Fernandez.McKeon Residence 1 " = 30' existing grade o' 5135 Indian Neck Road, Peconic, NY Top Soil o.s' Site Plan Prepared by: THIS IS AN ARCHITECTURAL SITE PLAN BASED ON INFORMATION FROM A Loam(oL) Michael Macrina Architect, p.c. SURVEY PREPARED BY: 22 21 Main St., Stony Brook, NY Young&Young Surveying (631)686-6585 Riverhead,NY January 31, 2023 — original submission October 11, 1985 Coarse sand&Small February 27, 2023 — as per comments Amount Gravel(SP) March 20, 2023 — as per comments ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 8.9 Plot Plan Legend Coarse Sand Gravel(SP) Water lines must be inspected by the 107 PROPOSED 50% EXPANSION POOL F \J Suffolk County D_ , ept. of Health Services. GROUNDWATER ENCOUNTERED \ • - - PROPOSED LEACHING POOL LP Ca11 (632)852-5754, 48 hours in stopper or slate or other advance, to schedule inspection(s). end plug suitable cover end stopper PROPOSED SEPTIC TANK ST Tiffw INDICATED PROPERTY LINE —— m SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES v, sewer pipe > PERMIT FOR APPROVAL OF CONSTRUCTION FOR A °' INDICATES STRUCTURE •` ff45' lbows OX.'0 elbow Sslli .. @ r- -.... n_.. _...._ nwt6. > EXISTING SPOT ELEVATION x el. 000.0 POOLHOUSE 45'elbows 0°UVYE TEST HOLE DATE 4/15/2023 H. . REF. NO. R-23-0165 Alternate'A' Alternate'B' PROPOSED DRYWELL pV\/ APPROVED ceanout detail for areas not subject to vehicular traffic TOTAL MAXIMU BEDROOMS 0 In all views,Alternate'A'is for bends,Alternate'B' Notes: EXPIRES THREE YE RS FROM DATE OF APPROVAL is for use with bldg.extension/connection 1.There are no surface waters and/or wetlands Figure 8 within 300 feet of the applicant's plot. Cleanout Detail 2.All properties within 150 feet of property lines are all connected to public water. SCDHS. APPROVAL SURVEY OF PROPERTY AT PECONIC TOWN OF SO UTHOL.D SUFFOLK COUNTY, MY 1000-98-01-1.2 SCALE: 1'=30' 1 APRIL 08, 2025 (F/nol, As-Built Survey) � I N _1 O n CE POOL HOUSE (NO BEDROOMS) SEPTIC SYSTEM AS INSTALLED [1] 1000 GAL. PRECAST CONCRETE SEP71C TANK [1] 8' DIc. 4' DEEP PRECAST CONCRETE LEACHING POOL pEERESE 178.08 w4 o N/0/F w1R Rp1L FENCE * Z g`4�'00»E Pos ,� { ENS ca 7n /:ca?, N SOW OF ST - $`N Ex SHED 7.2 a�f' X M rn O1S N PO o O K£u (IRRIG '� 1�/2 STRY EOrt LP. aPPRoX L cA ONLY) NOOSE O'V ppOL �n 0 nB� Zo 3, O P 10 w 1 3 7- , E SN DW _{ \ 24.2 1 1 STOR F 11 50 4 /��, \ ��/2 STRY o STONE GAR I_ COplNG ➢ � O I p00- E. 24.3, 6• r t c� Z E 0 SEPTIC LOCATION 40 g� STONE�I `p 0 I DW ST 28' 13' I 1 EXISTING I L.P. 40' 22' I r SEpr� 11 l I w rn I 1 our DECK I \ I � It f Cf FV v \ I 1 0 STAARpNG XJ FE CpR 35.9 16.1 xX ytJ o9,�' `b � e AME W ❑ 0A� C A o r Y FR , V \ ui�cas SN USE �6.� rr o rAN,� G4OD >FR X40 0' STO r STO� C7 G1 a Cn ��- VI \ L' A rn 0 o ` \ W4 pO L un< 150.00 5•58� POLE ~�a- V� PAYMENT 112 44�00f9W EDGE OF 57 OA Ce�Ev��® lip NDIA N=MONUMENT �:< • Y'ILI 9 — -- = UNDER GROUND GAS LINE ' UNDER GROUND ELECTRIC SERVICE �\., Y.S LIC. NO. 49618 —WL.— = UNDER GROUND WATERLINE N.Y.S Llc. No. 051132-oi ANY ALTERATION OR ADDI710N TO THIS SURVEY IS A V10LATION PECONIC FL D C R77FICATE SOLUTIONS OF SEC77ON 72090F THE NEW YORK STATE EDUCA77ON LAW. (631) 765— 2 , (631) 989-9174 EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER7If7CA7I0NS Email: peconicfcs ymoil.com HEREON ARE VALID FOR 7HIS MAP AND COPIES THEREOF ONLY IF /� �p peconicsur,Y.. ptonline.net SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7H£ SURVEYOR AREA-4 SCE, Fr• P.O. BOX 909 193-259BJ WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 O O OLP existing pool house A B DWELLING patio I =----= DW USES PUBLIC WATER L outdoor NOW OR FORMERLY pW r L --_ , =__shower er EDMUND JOSEPH& / \ CAROL ANN BAUMANN I pati VACANT existing g I NOW OR FORMERLY pool garage MARY KULL I (dry) ^W 1 patio 0 O U O U`O y WO N a) existing v•�' 1 i N= pre-cast = i a; septic , rn m z 3= ref#85-SO-64 m T`( x aa)) 0 T' existing 1 t deck p 1 existing f one story house DWELLING FFE=23.0 USES PUBLIC WATER s NOW OR FORMERLY DAVID \ 1 I CIECHANOWICZ O1 O rwalk o COD driveway N U SUFFOLK COUNTY DEPARTMENT OF HEAL"rFi SERVICES N I APPROVAL OF CONSTRUCTED WORKS FOR a)= I A POOL HOUSE ONLY (d I I UdfO 1?J31 r1024 H S.R&..NO.__.___R- o165 The_ewage di4 1 and waler wpply facihMn al lhs>hcat,un have been X= InWecA.d andfo,a:rf,ftod by thL Depaitmeni or nittei ignrices and lound lu be satinfa,Wry FORA MAX IMUI.1 OF 0__ ar-DROOMS CRAIG Y.NLP;'ER,11F.CI IIEF X PJ.20.5 el.17.5 Otl¢0f Wa:le:rater Man,gr.nrnl 150.00'� S 78'44'00" W 20.05' Indian Neck Road Lot Area Lot Area = 42,650 s.f (0.98 acres) Plot Plan Suffolk County Tax Map# 1.. = 30' Dist:1000 Sec:098 BIk:001 Lot:1.2 THIS IS AN ARCHITECTURAL SITE PLAN Fernandez.McKeon Residence BASED ON INFORMATION FROM A SEPTIC SYSTEM TIE MEASUREMENTS 5135 Indian Neck Road, Peconic, NY SURVEY PREPARED BY Young&Young Surveying HOUSE HOUSE Site Plan Prepared by: Riverhead,NY CORNER CORNER Michael Macrina Architect, p.c. A B October 11,1985 97 L Main St.,Stony Brook,NY SEPTIC (631)686-6585 ELEVATIONS ARE REFERENCED TANK 28' 13 January 31, 2023 — original submission February 27, 2023 — as per comments TO N.A.V.D. 1988 DATUM LEACHING 40' 22' March 20, 2023 — as per comments POOL December 18, 2024 — final asbuilt [IDU) 1 Plot Plan Legend 1 I MAY2 9 2025 EXISTING LEACHING POOL OLP tL�J: AQ tir EXISTING SEPTIC TANK O O Building Department � =.P r � INDICATED PROPERTY LINE ---- f G 0 U1 ni7 o1 15 * INDICATES STRUCTURE * z �, L EXISTING SPOT ELEVATION x el.000.0 T Generated by REScheck-Web Software Compliance Certificate Project Fernandez McKeon Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,940 ft2 Glazing Area 17% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 5135 Indian Neck Lane Javier Fernandez Lisa McKeon Michael Macrina Architect, p.c. Peconic, NY 5135 Indian Neck Lane 21 Main Street Peconic, NY Stony Brook, NY 11790 631-686-6585 ComplIance- Passes using' UIA trade-off Compliance: 4.8%Better Than Code Maximum UA: 104 Your UA: 99 Maximum SHGC: 0.40 Your SHGC: 0.23 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 Prop.Gross Area Cavity Cont. Req. Prop. Perimeter Ceiling:Cathedral Ceiling 350 35.0 0.0 0.030 0.026 11 9 Wall:Wood Frame, 16"o.c. 922 27.0 0.0 0.051 0.060 39 _ 46 Door: Glass Door(over 50%glazing) 149 0.320 0.320 48 48 SHGC: 0.23 Window:Wood Frame 4 0.280 0.320 1 1 SHGC: 0.31 Floor: Slab-On-Grade(Unheated) Insulation depth: 2.0' 79 10.0 0.700 0.700 0 0 Insulation position: Horizontal Insulation Compliance Statement. The proposed building design described here is consistent with the uil ing plans, specifications, and other calculations submitted with the permit application.The proposed building has been design d t eet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements list check Inspection Checklist. C Name-Title Signature [V c, Date ,�t y 0 12f3rO yd Project Title: Fernandez McKeon Report date: 04/21/23 Data filename: Pagel of 9 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 „ Complies? Comments/Assumptions. & Req-1D ;. Value Value . 103.1, ;Construction drawings and �' ,❑Complies 103.2 (documentation demonstrate i ❑Does Not [PR1]1 energy code compliance for the i I building envelope.Thermal ❑Not Observable envelope represented on = ❑Not Applicable ;construction documents. 103.1, ,Construction drawings and i❑Complies ; 103.2, ;documentation demonstrate JF-1Does Not 403.7 ;energy code compliance for j [PR3]1 ;lighting and mechanical systems ❑Not Observable , "Systems serving multiple Not Applicable ;dwelling units must demonstrate ;compliance with the IECC , Commercial Provisions. 30271, Heating and cooling equipment is; Heating: Heating: ;❑Complies 403 ,7 ?sized per ACCA Manual S based Btu/hr Btu/hr ElDoes Not ,[PR2]2, 41 on loads calculated per ACCA Cooling: 1 Cooling: ,❑Not Observable .. I Manual J or other methods Btu/hr Btu/hr 'J approved by the code official. ; ;❑Not Applicable J Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fernandez McKeon Report date: 04/21/23 Data filename: Page 2 of 9 Section Plans Verified Field Verified # Foundation Inspection _ Value Value Complies? Comments/Assumptions -, & Req ID - 402.1.2 ;Slab edge insulation R-value. R- {' R- ;❑Complies ;See the Envelope Assemblies [FO1]1 ;❑ Unheated ;El Unheated ;❑Does Not ;table for values. 49_1 ❑ Heated ❑ Heated ❑Not Observable ' ;❑Not Applicable ; ; 402.1.2 ;Slab edge insulation ft ft ;❑Complies ;See the Envelope Assemblies [FO311 'depth/length. ;❑Does Not table for values. ❑Not Observable ' ❑Not Applicable 303.2.1 '-,A protective covering is installed ❑Complies [FO1112 Ito protect exposed exterior ❑Does Not l insulation and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 403.9 }Snow-and ice-melting system ❑Complies [FO12]2 controls installed. ❑Does Not r<❑Not Observable tlNot Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fernandez McKeon Report date: 04/21/23 Data filename: Page 3 of 9 Section ` Plans Verified Field Verified `4 Framing/ Rough-In Inspection -Value Value Complies? Comments/Assumptions Req.ID 402.1.1, ',Glazing U-factor(area-weighted U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, "average). :❑Does Not table for values. 402.3.3, ' 402.5 ❑Not Observable [FR2]1 ; ; ;❑Not Applicable ; ; 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 ;are determined in accordance ❑Does Not ;with the NFRC test procedure or ❑Not Observable ;taken from the default table. ttt 4 ;❑Not Applicable j 402.4.1.1 "Air barrier and thermal barrier JLJComplies ; [FR23]1 installed per manufacturer's �❑Does Not instructions. JONot Observable i ' ❑Not Applicable 402.4.3 ;Fenestration that is not site built �❑Complies ; [FR20]1 its listed and labeled as meeting ❑Does Not ;AAMA/WDMA/CSA 101/LS.2/A440 ❑Not Observable ' or has infiltration rates per NFRC I ; 400 that do not exceed code 1❑Not Applicable ; limits. 402.4.5 j IC-rated recessed lighting fixtures] ,❑Complies [.FR16]2 'sealed at housing/interior finish (� ❑Does Not !and labeled to indicate s2.0 cfm i ;leakage at 75 Pa. € � °^ �❑Not Observable ; } .J❑Not Applicable 403.3.3. ;Supply and return ducts in attics �OComplies [FR12]1 "insulated >= R-8 where duct is F �" ;;❑Does Not >= 3 inches in diameter and >= I tt �' R-6 where < 3 inches. Supply and ❑Not Observable ; return ducts in other portions of ❑Not Applicable ; ;the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 Ifor<3 inches in diameter. i 403.3.2 ;Ducts, air handlers and filter ❑Complies ; [FR13]1 :boxes are sealed with ❑Does Not joints/seams compliant with International Mechanical Code or 5 ❑Not Observable , International Residential Code,as i❑Not Applicable ;applicable. t 403.3.5 'Building cavities are not used as ❑Complies ; [FR15]3 ducts or plenums. ❑Does Not E ❑Not Observable ❑Not Applicable 403.4. HVAC piping conveying fluids R- ; R- ;❑Complies [F]11=7]2 above 105 OF or chilled fluids ;❑Does Not below 55°F are insulated to>_R- ;❑Not Observable3. ' ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies [FR24]1 "piping. ❑Does Not ❑Not Observable I 3❑Not Applicable ; 403.53 Hot water pipes are insulated to R- R- ;❑Complies [FR18]2 I>_R-3. ❑Does Not v ;❑Not Observable ;❑Not Applicable 403.6 ;Automatic or gravity dampers are JOComplies ; [FR19]2 I installed on all outdoor air g ❑Does Not intakes and exhausts. -. .. _ 1[:]Not Observable ; " ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Fernandez McKeon Report date: 04/21/23 Data filename: Page 4 of 9 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fernandez McKeon Report date: 04/21/23 Data filename: Page 5 of 9 Section, Plans Verified Field Verified #. Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 )All installed insulation is labeled i ❑Complies [IN13-1, 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 1/2 of the ❑ Wood :❑ Wood ;❑Does Not ;table for values. 402.2.6 iwall insulation on the wall ❑ 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. EIDoes Not J❑Not Observable J❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: Fernandez McKeon Report date: 04/21/23 Data filename: Page 6 of 9 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 :❑Not Observable 402.2.6 [Fill' ; ; ;❑Not Applicable ; ; 303.1.1.1, ',Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every CCC 11 300 ft2. I []Not Observable ❑Not Applicable 402.2.3Vented attics with air permeable I •= 1❑Complies [FI2212 insulation include baffle adjacent ❑Does Not Ito soffit and eave vents that jextends over insulation. $ ❑Not Observable ❑Not Applicable ; 402.2.4 {Attic access hatch and door R- R- ;❑Complies [FI3]1 l 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]1 Each in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ; ❑Not Observable ❑Not Applicable 403.3.3 ;Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies [FI27]1 determine air leakage with ft2 ft2 ;❑Does Not ;either: Rough-in test:Total leakage measured with a ;DNot Observable pressure differential of 0.1 inch ;❑Not Applicable ; w.g. across the system including ;the manufacturer's air handler ; enclosure if installed at time of , ;test. Postconstruction test:Total ; leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handier enclosure. ; 403.3.4 i Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 .cfm/100 ft2 across the system or ft2 ft2 :❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in :❑Not Observable !tests,verification may need to ; ; ;❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated 4 i❑Complies [FI24]1 by manufacturer at<=2%of ,: .,_' J❑Does Not design air flow, !: �❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ( ❑Complies [FI9]2' installed for control of primary 3❑Does Not heating and cooling systems and I initially set by manufacturer to ❑Not Observable , code specifications. IE]Not Applicable 408.1.2 Heat pump thermostat installed ❑Complies I [FI10]2. . ion heat pumps. "-' ❑Does Not ❑Not Observable i s❑Not Applicable 403`5.1 !Circulating service hot water 1k0Complies [FI11]z systems have automatic or 1❑Does Not accessible manual controls. I❑Not Observable 3❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Fernandez McKeon Report date: 04/21/23 Data filename: Page 7 of 9 Section. Plans Verified Field Verified # Final Inspection Provisions. Value Value Complies? Comments/Assumptions &.Req.ID v 403.6.1AII mechanical ventilation system ❑Compliesy ; z (fans not part of tested and listed ❑Does Not[F125] HVAC equipment meet efficacy t and airflow 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 Jcontrol to lower boiler water ❑Not Observable •I temperature based on outdoor � ;❑Not Applicable ; temperature. 403.5.1 1;j Heated water circulation systems -� �,: , ❑Complies [FI281? 1 have a circulation pump.The i ❑Does Not #system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable ; s}pipe. Gravity and thermos- I❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal jfor hot water demand within the ]occupancy. Controls automatically turn off the pump ,when water is in circulation loop I 3 is at set-point temperature and I i no demand for hot water exists. 403:5:1.2•° Electric heat trace systems ❑Complies ; [F[29]21 "u comply with IEEE 515.1 or UL E #❑Does Not 1515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the J❑Not Applicable ; :.desired water temperature in the [ piping. s' 403:5.2 Demand recirculation water ❑Complies [F13012. asystems have controls that ; ;❑Does Not a manage operation of the pump and limit the temperature of the i ❑Not Observable ; i water entering the cold water ; '; '.❑Not Applicable piping to <= 1049F. 403.5'.4 ,Drain water heat recovery units ❑Complies [F131]2 nested in accordance with CSA ❑Does Not B55.1. Potable water-side i pressure loss of drain water heat f [-]Not Observable ; I recovery units < 3 psi for f r ❑Not Applicable individual units connected to one ` -!or two showers. Potable water- >. jside pressure loss of drain water heat recovery units < 2 psi for ,individual units connected to Jthree or more showers. ;I I 404.1 90%or more of permanent ;,: ❑Complies [FI6]1 fixtures have high efficacy lamps J❑Does Not =(❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3' ;no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 401.3, .Compliance certificate posted. ❑Complies [F17]2 ,❑Does Not ❑Not Observable ❑Not Applicable ; 1 High impact(Tier 1) 2 " Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Fernandez McKeon Report date: 04/21/23 Data filename: Page 8 of 9 Section . Plans Verified. Field Verified, - #. Final Inspection Provisions Complies? Comments/Assumptions &,.Req.ld Value Value,• 303..3. ;Manufacturer manuals for ❑Complies [FI18]3 ' 'mechanical and water heating '` ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3" Low Impact(Tier 3) Project Title: Fernandez McKeon Report date: 04/21/23 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 27.00 Below-Grade Wall 0.00 Floor 10.00 Ceiling / Roof 3S.00 Ductwork (unconditioned spaces): . . . Window 0.28 0.31 Door 0.32 0.23 Cooling:Heating & Heating System• Cooling System• Water Heater: Name• Date• Comments Toad APPROVED AS NOTED COMPLY WITH ALL CODES OF DATE 6 Zq- B.P.# NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF B NOTIFY BUILDING DEPARTMENT AT SOUTHOLDTOWN�A 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: �„.SOUTHOLDTOWN PLANNING BOARO 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE SOUTHOLD TOWN TRUSTEES 2. ROUGH-FRAMING,PLUMBING, STRAPPING, ELECTRICAL&CAULKING N.Y.S.DEC 3. INSULATION 4. FINAL-CONSTRUCTION&ELECTRICAL MUST BE COMPLETE FOR C:O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. RETMN STOFIM'WATER RUNOFF pLgSUANT TO CHAPTER OF THE TOW4 CODE. ELECTRICAL INSPECTION REQUIRED PLUMBING "'ALL,PLUMBING WASTE Ik°VIIATER LINES NEED OCCUPANCY O R TESTING BEFORE COVERING USE IS UNLAWLFUL WITHOUT CERTIFICATE OF OCCUPANCY AU exterior lighting Installed,replaced or repaired shall conform to chapter 172 of the Town Code �pg�FFO�,I-�o BUILDING DEPARTMENT- Eli-ctrgcal;lnspec#or �O Gy TOWN OF SOUTHOLD yz ? Town Hall Annex - 54375 Main Road -ftg Bo� o • Southold, New York 11971-0959 y'�0 apt Telephone (631) 765-1802 - FAX (631).765-9502 l jamesh southoldtownny.gov - seand(cDsoutholdtowriny.gov J APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 01/31/2024 Company Name: Soundview Electrical Contrcting, Inc Electrician's Name: Jon Hunting License No.: 57478-NE Elec. email: soundviewelectric@hotmail.com Elec. Phone No: 631-828-4675 D I request an email copy of Certificate of Compliance Elec. Address.: 71 Parkside Ave. Miller Plaxe, N.Y. 11764 JOB SITE INFORMATION (All Information Required) Name: Gerard Pollino- Project Manager, Bailey.Brothers Custome Building, Inc Address: 5135 Indian Neck Lane, Peconic N.Y. 11958 Cross Street: Smith Rd. Phone No.: (203) 858-9326 Bldg.Permit#: 49438 email: whitebirchacresllc@gmaii.com Tax Map District: 1000 Section: 98 Block: 01 Lot: 1.2 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Pool House Rough Inspection Square Footage: 350 Circle All That Apply: Is job ready for inspection?: YES❑NO ❑✓ Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES F&-/] NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2- H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 5� a� a � (n HEATING&COOLING(PRODUCTS/HEATING-COOLING) ► SINGLE ZONE(PRODUCTS/HEATING-CO NE AIRCONDITIONERS(PRODUCTS/HEATING-COOLING/SINGLE-ZONE/AIRCONDITIONERS) ® DAIKIN POLARAWALL MOUNT-COOLING ONLY El ch K v; , Cz re.) 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Online registration and some of the additional requirements are not required in California or Quebec. Warranty Certificate (https://backend.daikincomfort.com/docs/default-source/product- documents/residential/warranty/pwdinvtng.pdf?sfvrsn=51892c26_32) ABBREVIATIONS AND LEGEND SHEET INDEX VF PLACARD CODE DATA BUILDING DATA A Sheet No. Description NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, e 2020 RESIDENTIAL CODE OF NYS FLOOR AREA BREAKDOWN ACO ALKALINE COPPER QUATERNARY IN INCH (ES) SAB SOUND ATTENUATION BLANKET PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER ACTCONSTRUCTIO ACOUSTICAL TILE INT INTERIOR SEC SECTION C-1 Code Data Building Data ""~ 'e ENERGY CONSERVATION : 2020 RCNYS N IN RESIDENTIAL STRUCTURES Floor Level Existing Proposed Total AL ALUMINUM INV INVERT S.F. SQUARE FEET Scope of Work (in accordance with Title 19 NYCRR PART 1265) e STRUCTURAL & LATERAL DESIGN : 2020 RCNYS ALT ALTERNATE JT JOINT Sim SIMILAR TO:Town of Southold AFF ABOVE FINISHED FLOOR KIT KITCHEN SPR SPRINKLER (HEAD) Lot Description OWNER OF PROPERTY:Javier Fernandez and Lisa McKeon 9 PLUMBING : 2020 RCNYS Cellar Level (finished) ASF ABOVE SUBFILOOR LAV LAVATORY SID SQUARE SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): *ELECTRICAL : 2017 NEC, NFPA 70-2017 & 2020 RCNYS ca A.S. ALUMINUM SADDLE LVL LAMINATED VENEER LUMBER ss STAINLESS STEEL Vicinity Map 5135 Indian Neck Lane, Peconic,,NY CL First Floor Level M A.P.B. ANTHONY POWER BEAM L.C. LINEN CLOSET STC SOUND TRANSMISSION CONTROL U) MECHANICAL : 2020 RCNYS rn B.C. BRICK COURSE(S) L.C.C. LEAD COATED COPPER STD STANDARD SCTM#1000-98-01 -1.2 BD BOARD MAX MAXIMUM STL STEEL :TOWN OF SOUTHOLD _J BOT BOTTOM MIN MINIMUM SD SMOKE DETECTOR G-1 Building Code Minimum Standards PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): Second Floor Level M BLDG BUILDING MO MASONRY OPENING T.C. TOP OF CURB New Residential Structure M B.W. BOTTOM OF WALL MRB MARBLE TEL TELEPHONE ❑ 0) /k rc h i te� ct CEMENT BACKER BOARD M.S. MARBLE SADDLE THK THICK(NESS) Plumber Riser Diagram Addition to Existing Residential Structure USE: Single Family Detached Accessory Structure L_ Totals CBB G-2 EI Rehabilitation to Existing Residential Structure < CL CLOSET MTL METAL T.O.S. TOP OF SLAB CONSTRUCTION: Wood Frame Platform (un-sprinklered) &_ 21 Main Street Stony Brook NY 11790 CLG CEILING MFR. MANUFACTURER T. TOILET PAPER Insulation Schedule Details TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT 0 CLR CLEARANCE) N/A NOT APPLICABLE TPF TEXTURED PAINT FINISH PROPERTY REFERENCE ABOVE WILL UTILIZE PoolHouse 350 sq.ft. COL COLUMN NIC NOT IN CONTRACT T.S.P. TEXTURED SPRAY PAINT SP-1 Site Plan (check each applicable line): ENERGY CODE COMPLIANCE METHOD IL0 phone. 631 686-6585 fax. 631 686-6786 CONC CONCRETE NOM NOMINAL TX TOILET EXHAUST Zoning Analysis ❑El Truss Type Construction M, ) W email. MMacrina@MMArchitectAIA.com CONT CONTINUOUS NR NOT REQUIRED TXF TOILET EXHAUST FAN These plans have been prepared as per section :3 C1 Pre-Engineered Wood Construction (PW) 0 web. MMArchitectAIA.com CMU CONCRETE MASONRY UNIT NTS NOT TO SCALE TV TELEVISION N1 102.1 .5 - Total UA Alternative Path by CT CERAMIC TILE OC ON CENTER(S) TYP TYPICAL El Timber Construction(TC) utilizing REScheck-Web Software These plans are an instrument of service and are CS CORRIDOR SUPPLY OCC. OCCUPANT(S) TEMP TEMPERED A-1 Foundation Plan/Details the exclusive of of the architect. (see attached REScheck Calculations) Infringements of the concepts and design ideas C.J. CEILING JOIST OH OVERHANG TECO JOIST HANGER IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE): presented on these drawings shall be prosecuted CANT CANTILEVER PART. PARTITION T.W. TOP OF WALL First Floor Plan El Floor Framing, Including Giy rs nd Beams (F) Contractor to coordinate and schedule all required to the fullest extent of the law. Copyright 2020: off inspections with third party testing agency. Michael Macrina Architect, pc. All rights reserved, CMD CARBON MONOXIDE DETECTOR P.C. POURED CONCRETE U.O.N. UNLESS OTHERWISE NOTED El Roof Framing(R) no part of the plans may be reproduced without DIA DIAMETER P.L. PROPERTY LINE VB VINYL BASE Floor Framing anjd //of1F Jr I g�(F _ -Air seal inspection (if required) the expressed written consent of the architect. DIM DIMENSION P.T. PRESSURE TREATED VCJ VERTICAL CONTROL JOINT A-2 Patio Plan p - Insulation inspection DR DOOR PT-EGS PAINT, EGGSHELL SHEEN VCT VINYL COMPOSITION FLOOR TILE SIGNATURE: DATE: - HVAC duct leakage inspection (if required) DTL DETAIL PT-FL PAINT, FLAT SHEEN VIF VERIFY IN FIELD I J _ I -Blower Door Test AREA DIAGRAM CLASSIFICATION Drawing Status PRINT NAME: M* 6�1) act nai Architect,pc DWG DRAWING PT-SG PAINT, SEMI-GLOSS SHEEN VWC VINYL WALL COVERING ' M* Y DN. DOWN PKT POCKET WC WATER CLOSET A-3 Structural Plan CAPACITY eck e): Owner Owner's Representative Climatic 11, Geographic Design Criteria : Table R101,2(1' D.F.U. DRAINAGE FIXTURE UNITS P.S. PEDESTAL SINK WD WOOD Roof Framing Plan t�l I F. EA EACH QT QUARRY TILE WR WATER RESISTANT Braced Wall Plan 6"DIAMETER Ground Snow Load: 20 psf Is sued tu EL ELEVATION RAD RADIUS ZR ZONING RESOLUTION EQ EQUAL REQ'D REQUIRED Speed: 130 mph ultimate wind speed - - n n EX EXISTING REV REVISION(S), REVISED (128 mph actual as per ASCE 7-16) oww"i I u U EXH EXHAUST RM ROOM EXT EXTERIOR R.J. ROUGH JAMB A-4 Elevations REFLECTIVE RED REFLECTIVE WHITE Topographic Effects: No PANTONE#1187 Fn a) Wind Exposure Category: B > t EF EXHAUST FAN R.C.N.Y.S. RESIDENTIAL CODE OF Building Sections 0 _0 De"% aar" e EW EGRESS WINDOW NEW YORK STATE Seismic Design Category: B P FAI FRESH AIR INTAKE R.R. ROOF RAFTER Exterior Specifications Special Wind Region No I c-a b c) n g r.-a cfE�., FC. FIRE CODE R/R REMOVE & REPLACE FD FLOOR DRAIN Wind Borne Debris Zone Yes FIN FINISHED) . ...... Electrical Plan E FLR FLOOR(ING) A-5 2 0 Weathering: Severe FPSC FIRE PROOF SELF-CLOSING Exterior Details a) Frost Line Depth: Winches Dates FT FOOT(FEET) E F.J. FLOOR JOIST Strapping Details Cf) C, Termite: Moderate to Heavy 4/21/22 Issued to Building Dept. F7G. FOOTING -0 6/13/23 Issued for Construction GA GAGE, GAUGE Nailing Schedule +1 Winter Design Temperature 11' F GALV GALVANIZED Framing Details Ice Barrier Underlayment Required Yes for Valleys&Eave Perimeters 6/26/23 As per Town Comments GF1 GROUND FAULT INTERRUPT The construction e 1/2" typ?l." GL GLASS designation shall be STROKE Flood Hazards N/A Utility Protection Detail "ll",'111",'lv"or"v"to GWB GYPSUM WALL BOARD indicate the construction Air Freezing Index 618 GYP. BD- GYPSUM BOARD classification of the Proposed Proposed 'GP' GEORGIA-PACIFIC structure under section DESIGNATION FOR STRUCTURAL Mean Annual Temp. 52.1*F PtMqLa Uncovered 602 of the BCNYS COMPONENTS THAT ARE OF Patio HC HOLLOW CORE TRUSS TYPE CONSTRUCTION Component and Cladding Loads: Table R301.2(2) HDW HARDWARE I HM HOLLOW METAL in T" FLOOR CONSTRUCTION,INCLUDING to r GIRDERS AND BEAMS r F9 co M- C) ZONE 18.2 -19.0 Proposed HOR HORIZONTAL HP HIGH POINT ,77 "R" ROOF FRAMING ZONE 5 18.2 -24.0 Pool House —Proposed HR HOUR(S) TR" 3UILDING FLOOR AND ROOF FRAMING (350 s.f.) Outdoor ZONE 1 16.7 -18.0 Shower HT HEIGHT STAVDAN)S A:!D CODIEHS 6i HD HEAD C:) [IF] No. Date Description IF THIS STRUCTURE UTILIZES TRUSS TYPE CONSTRUCTION, ZONE 2 16.7 -21.0 > HVAC HEATINGNENTILATING/ 0) PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION, _J Proposed F] Project AIR CONDITIONING THE CONTRACTOR IS TO PROVIDE THE SIGN OR SYMBOL TO BE AFFIXED to ZONE 3 16.7 -21.0 L_ Stepping EIEI 0 Stones TO THE EXTERIOR ELECTRIC METER BOX IN COMPLIANCE WITH 19 NYCCR �2 ZONE 1 10.5 -16.0 0 0/ Proposed PART 1265. IF NO ELECTRIC NMETER IS ATTACHED TO THE HOUSE, CONTACT '2 C6 El 0 C:) LL MATERIALS 0 m ZONE 2 10.5 -29.0 E] THE AUTHORITY HAVING JURISDICTION TO DECIDE FOR A PROPER �14 r-- 4� -LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS AND FIRST RESPONDERS. W ji Ito Po o l H o u s e ZONE 3 10.5 -43.0 .L_ LL ZONE 1 10.0 -18.0 Proposed BRICK VENEER EARTH L6 IIIEE111111 CALL BEFORE YOU DIG C:) . ground For ZONE 2 100 -30.0 In- CO Pool CONCRETE MASONRY UNIT INSULATION (THERMAL) C13 7: w2m C=' ZONE 3 10.0 -46.0 STEEL 'PVC' or COMPOSITE MATERIAL Zone Diagrams: V, E Javie r i., ROUGH WOOD I i i RIGID INSULATION J= Electric Power Lines Fernandez J= Gas, 011,or Steam FIN � 5� 1 3 41 FINISH WOOD 5 w,. ..*: :,.:. t----� 5 2 5 2 CONCRETE J= Commvnic?tIgn Lines,CATV Lisa '1 1,, [ PLYWOOD GYPSUM BOARD Potable Water Ifff 4 4 Al j5 McKeon ir'"7 Reclaimed Water, Irrigation,Slurry Gable Interior Sewers and Drain Lines Knowwharsbelow Wall Zone 75 Call before,you'did Temporary Survey Markings Edge > Perimeter > 5135 Indian Neck Lane Proposed Excavation ILU11c; 5r< ® Perimeter 0 _J Peconic, NY I'SYMBOLS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS: Table R301.5 ' L_ 0 USE LIVE LOAD DEAD LOAD 0 VICINITY MAP Jurisdiction- LL NEW FRAMED VALL detail Exterior Balconies and decks 40 psf 10 psf 70 ,I-T2'\ - .F number C Town of Southold OR I detail r2_ DETAIL Fire Escapes 40 psf 10 psf 0 EXISTING FRAIMED WALL rea A-4 0 (2-!i Passenger Vehicle Garages 50 psf as per plan a) Suffolk County sheet U) FRAMED TIMBIERSTRAND WALL number Unhabitable ATTICS without Storage 10 psf 10 psf Unhobitable ATTICS with Storage 20 psf 10 psf Drawn By: F?C,, REVISION CLOUD Habitable ATTICS and ATTICS M.P. Z' DOOR CD served with fixed stairs 30 psf 15 psf C) Checked By: STRUCTURAL BEAM ROOMS other than sleeping rooms 40 psf 15 psf WINDOW SCOPE OF WORK M.A.M. Sleeping Rooms 30 psf 15 psf !Ic Z7 211 WINDOW/ EXTT. DOOR NUMBER JOISTS RAFTERS Stairs 40 psf 10 psf Proposed detached accessory structure pool house Job No. two-digit (see schedule) Guards and Handrails OF N identification 2REVISION NUMBER 200 psf lateral 2220 number Guard in-fill components 50 psf Proposed outdoor shower floor level Sheet*1 INTERIOR DOOR NUMBER SMOKE DETECTOR ROOFS 30 psf 15 psf Proposed pergola ILI door (see interior drawings) 12( horizontal ROOF r OF PITCH ALLOWABLE DEFLECTION: Table R301.7 Proposed patio on grade C ver Sheet. number "-,416<--vertical Structural Member Allowable Deflection 211 ROOM NUMBER ---------- ABOVE/BELOW/ HIDDEN LOT DESCRIPTION Proposed in-ground pool (filed as separate application) - Scope of Work two-digit Rafters having slopes greater than 3/12 with no L/1 80 identification (see schedule) finished ceiling attached to rafters. floor level CENTERLINEt. Proposed plumbing work - Project Data SECTION / BLOCK LOT : 1000 - 98 - 01 - 1.2 V� H/180 Interior Walls and Partitions ELEVATION MARKER . . . . . . . . - DRAFTSTOPPING TOTAL LOT AREA= 42,650 s.f. Floors and Plastered ceilings L/360 Proposed electrical work (filed as separate application) All other Structural Members L/240 ZONING DISTRICT: R-80 Sheet Number: PLAN KEY 2 elevation number Exterior Walls with plaster or stucco finish H/360 (see plan key notes, same sht.) 1 A7.1 3 INTERIOR ELEVATION a Exterior Walls - wind loads with brittle finishes H/240 4^A section number SECTION 4 sheet number gar Exterior Walls - wind loads a with flexible finishes H/1 20 P 8 2023 A�sheet number Lintels Supporting Masonry Veneer Walls L/600 Note : L=Span Length, H=Span Height 99439 P"\5!5r1S50P\15 ABBREVIATIONS AND LEGEND SHEET INDEX VF PLACARD CODE DATA BUILDING DATA Sheet No. Description NOTICE OF UTILIZATIDN OF TRUSS TYPE CONSTRUCTION, e 2020 RESIDENTIAL CODE OF NYS FLOOR AREA BREAKDOWN tt ACQ ALKALINE COPPER QUATERNARY IN INCH (ES) SAB SOUND ATTENUATION BLANKET PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER ACOUSTICAL TILE INT INTERIOR SEC SECTION Code Data Building Data e ENERGY CONSERVATION : 2020 RCNYS is ACT C CONSTRUCTION IN RESIDENTIAL STRUCTURES Floor Level Existing Proposed Total AL ALUMINUM INV INVERT S.F. SQUARE FEET (in accordarce with Title 19 NYCRR PART 1265) e STRUCTURAL & LATERAL DESIGN : 2020 RCNYS ALT ALTERNATE JT JOINT Sim SIMILAR Scope of Work TO:Town of Southold AFF ABOVE FINISHED FLOOR KIT KITCHEN SPR SPRINKLER (HEAD) Lot Description OWNER OF PROPERTY:Javie-Fernandez and Lisa McKeon *PLUMBING : 2020 RCNYS Cellar Level(finished) ASIF ABOVE SUBIFLOOR LAV LAVATORY SQ SQUARE SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): •ELECTRICAL : 2017 NEC, NFPA 70-2017 & 2020 RCNYS co A.S. ALUMINUM SADDLE LVL LAMINATED VENEER LUMBER ss STAINLESS STEEL Vicinity Map a KA i Ch 1 L.C. LINEN CLOSET STC SOUND TRANSMISSION CONTROL 5135 Indian Neck Lane,Peconic,NY (n First Floor Level A.P.B. ANTHONY POWER BEAM *MECHANICAL : 2020 RCNYS rn B.C. BRICK COURSE(S) L.C.C. LEAD COATED COPPER STD STANDARD SCTM#1000-98-01 -1.2 BD BOARD MAX MAXIMUM STL STEEL *TOWN OF SOUTHOLD _J &a C r n ;a BOT BOTTOM MIN MINIMUM Sp SMOKE DETECTOR G-1 Building Code Minimum Standards PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): Second Floor Level BLDG BUILDING MO MASONRY OPENING T.C. TOP OF CURB ❑ New Residential Structure A rc h i toe ct B.W. BOTTOM OF WALL IVIRB MARBLE TEL TELEPHONE El Addition to Existing Resicential Structure USE: Single Family Detached Accessory Structure Totals CBB CEMENT BACKER BOARD M.S. MARBLE SADDLE THK THICKNESS) G-2 Plumber Riser Diagram 0 Rehabilitation to Existing Residential Structure < 21 Main Street Stony Brook NY 11790 CL CLOSET MTL METAL T.O.S. TOP OF SLAB CONSTRUCTION: Wood Frame Platform (un-sprinklered) L_ CLG CEILING MFR. MANUFACTURER TP. TOILET PAPER Insulation Schedule / Details TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT 0 CLR CLEARANCE) N/A NOT APPLICABLE TPF TEXTURED PAINT FINISH PROPERTY REFERENCE ABOVE WILL UTILIZE ENERGY CODE COMPLIANCE METHOD U_0 Pool House 350 sq.ft. phone. 631 686-6585 COL COLUMN NIC NOT IN CONTRACT T.S.P. TEXTURED SPRAY PAINT SP-1 Site Plan (check each applicable line): fax. 631 686-6786 CONIC CONCRETE NOM NOMINAL TX TOILET EXHAUST Zoning Analysis 0 Truss Type Construction(17) email. MMacrina@MMArchitectAIA.com CONT CONTINUOUS NR NOT REQUIRED TXF TOILET EXHAUST FAN These plans have been prepared as per section web. MMArchitectAIA.com CMU CONCRETE MASONRY UNIT NTS NOT TO SCALE TV TELEVISION 13 Pre-Engineered Wood Construction(PW) at 0N1 102.1.5 - Total UA Alternative Path by These plans are CT CERAMIC TILE Oc ON CENTER(S) TYP TYPICAL an El Timber Construction(TC) utilizing REScheck-Web Software _T the exclusive property of service and are rty of the architect. CORRIDOR SUPPLY Occ. OCCUPANT(S) TEMP TEMPERED Foundation Plan/Details CS A IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE): (see attached REScheck Calculations) Infringements of the concepts and design ideas CEILING JOIST OH OVERHANG TECO JOIST HANGER presented on these drawings shall be prosecuted C.J. First Floor Plan to the fullest extent of the law. Copyright 2020: CANT CANTILEVER PART. PARTITION T.W. TOP OF WALL El Floor Framing, Including Girders and Beam (F) Contractor to coordinate and schedule all required Michael Macrina Architect, pc. All rights reserved, inspections with third party testing agency. no part of the plans may be reproduced without CMD CARBON MONOXIDE DETECTOR P.C. POURED CONCRETE U.O.N. UNLESS OTHERWISE NOTED El Roof Framing(R) the expressed written consent of the architect. DIA DIAMETER P.L. PROPERTY LINE VB VINYL BASE -Air seal inspection (if required) DIM DIMENSION P.T. PRESSURE TREATED VcJ VERTICAL CONTROL JOINT Patio Plan El Floor Framing and Roo a ng - Insulation inspection ,am, DOOR PT-IEGS PAINT, EGGSHELL SHEEN VCT VINYL COMPOSITION FLOOR TILE A-2 SIGNATURE: I or DATE: Ce),'Cit - HVAC duct leakage inspection (if required) DR DTL DETAIL PT-FL PAINT, FLAT SHEEN VIF VERIFY IN FIELD -Blower Door Test AREA DIAGRAM CLASSIFICATION Drawing Status DWG DRAWING PT-SG PAINT, SEMI-GLOSS SHEEN VWC VINYL WALL COVERING PRINT NAME: Mic ae crin chitect,pc DN. DOWN PKT POCKET WC WATER CLOSET A-3 Structural Plan CAPACITY(C>h e,.),/ wrier Owner's Representative Climatic & Geographic Design Criteria : Table R301.2(1) D.F.U. DRAINAGE FIXTURE UNITS P.S. PEDESTAL SINK WD WOOD Roof Framing Plan EA EACH QT QUARRY TILE WR WATER RESISTANT Braced Wall Plan V 6" DIAMETER Ground Snow Load: 20 psf Is sued to EL ELEVATION RAD RADIUS ZR ZONING RESOLUTION Speed: 130 mph ultimate wind speed EQ EQUAL REQ'D REQUIRED (128 mph actual as per ASCE 7-16) EX EXISTING REV REVISION(S), REVISED 1:30 d i na, EXH EXHAUST RM ROOM Elevations REFLECTIVE RED REFLECTIVE WHITE Topographic Effects: No U) EXT EXTERIOR R.J. ROUGH JAMB A-4 PANTONE#187 a) > EF EXHAUST FAN R.C.N.Y.S. Building Sections Wind Exposure Category: B D rt e n t .Y.S. RESIDENTIAL CODE OF e EW EGRESS WINDOW NEW YORK STATE Exterior Specifications Seismic Design Category: B FAI FRESH AIR INTAKE R.R. ROOF RAFTER M C1 E�h FC. FIRE CODE R/R REMOVE & REPLACE Special Wind Region No -a ID (D n r-.-a FID FLOOR DRAIN Wind Borne Debris Zone Yes FIN FINISHED) Electrical Plan ................. E FLR FLOORING) A-5 0 0 Weathering: Severe 4- FPSC FIRE PROOF SELF-CLOSING Exterior Details ..... a) a) Frost Line Depth: 36 inches Dates FT FOOT(FEET) M E F.J. FLOOR JOIST Strapping Details e: Moderate to Heavy 4/21/22 Issued to Building Dept. FTG. FOOTING 6/13/23 Issued for Construction GA GAGE, GAUGE Nailing Schedule Winter Design Temperature 11' F GALV GALVANIZED Framing Details construction Ice Barrier Underlayment Required Yes for Valley's&Eave Perimeters 6/26/23 As per Town Comments GFI GROUND FAULT INTERRUPT The con type 1/2-1 GIL GLASS designation shall be"I", STROKE Flood Hazards N/A Utility Protection Detail "11","111","Al"or"V"to GWB GYPSUM WALL BOARD indicate the construction Air Freezing Index 618 GYP. BID. GYPSUM BOARD classification of the Proposed Proposed structure under section DESIGNATION FOR STRUCTURAL Mean Annual Temp. 52.1*F Pergola Uncovered 'GP' GEORGIA-PACIFIC 602 of the BCNYS COMPONENTS THAT ARE OF Patio HC HOLLOW CORE TRUSS TYPE CONSTRUCTION Component and Cladding Loads: Table R301.2(2) HDW HARDWARE HM HOLLOW METAL r "F" FLOOR CONSTRUCTION,INCLUDING CA -19.0 GIRDERS AND BEAMS - C:) ZONE 18.2 Proposed HOR HORIZONTAL M CY) House "R" ROOF FRAMING ZONE5 18.2 -24.0 Pool Proposed HP HIGH POINT Outdoor HR HOUR(S) "FR" FLOOR AND ROOF FRAMING (350 s.f. Shower c HT HEIGHT S F A`,"D A RD S AND Col:-S ZONE 1 16.7 -18.0 HID HEAD 64 C) EIEI No. Date Description IF THIS STRUCTURE UTILIZES TRUSS TYPE CONSTRUCTION, -2 M ZONE 2 16.7 -21.0 > HVAC HEATING/VENTILATING/ a) Proposed Project PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION, _J AIR CONDITIONING THE CONTRACTOR IS TO PROVIDE THE SIGN OR SYMBOL TO BE AFFIXED co ZONE 3 16.7 -21.0 Stepping Stones r TO THE EXTERIOR ELECTRIC METER BOX IN COMPLIANCE WITH 19 NYCCR ZONE 1 10.5 -16.0 0 El ti Proposed PART 1265. IF NO ELECTRIC METER IS ATTACHED TO THE HOUSE, CONTACT e6 LL El o -2 C, El cy) ZONE 2 10.5 -29.0 MATERIALS THE AUTHORITY HAVING JURISDICTION TO DECIDE FOR A PROPER 0 T_- +� 0� 7: U) P o o I H o u s e LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS AND FIRST RESPONDERS. Lo ZONE 3 10.5 -43.0 IL BRICK VENEER 111111IM11111IM1111 H ZONE 1 10.0 -18.0 Proposed IIE�Allinmilii III EARTH CD In-ground CALL BEFORE YOU DIG .2 cy) ZONE 2 10.0 -30.0 Pool For CONCRETE MASONRY UNIT INSULATION (THERMAL) �2 o ZONE 3 10.0 -46.0 STEEL 'PVC' or COMPOSITE MATERIAL ['�`(afcre 'Li, Zone Diagrams: Javi e r 77777 1 777 2 ROUGH WOOD RIGID INSULATION SI I A Electric Power Urres 2 Fe rn and ez 77-7`9 Gas, 011,or steam 2 FINIS 5 CONCRETE H WOOD b( Communication Lines,CATV I I _11111" 5 3 , 4 s L I S a E 3 1 PLYWOOD GYPSUM BOARD Potable Water Reclaimed Water, Irrigation,Slurry Gable 5 eKe o n Sewers and Drain Lines Interior Kmwwharsbellow wall Zone Call before,you dig. Temporary Survey Markings Edge Perimeter > 5135 Indian Neck Lane Proposed Excavation Zone Zone a) Peconic, NY _J SYMBOLS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS: Table R301.5 L_ 0 VICINITY MAP USE LIVE LOAD DEAD LOAD 2 " Jurisdiction LL NEW FRAMED WALL detail Exterior Balconies and decks 40 psf 10 psf o Town of Southold number OR detail �2 DETAIL Fire Escapes 40 psf 10 psf EXISTING FRAMED WALL rea A-4 U If �!_ Passenger Vehicle Garages 50 sf as r plan a) Suffolk County T-sheet p pe U) i/ZZZZZZZZZZZ FRAMED TIMBERSTRAND WALL number Unhabitable ATTICS without Storage 10 psf 10 psf Unhabitable ATTICS with Storage 20 psf 10 psf Drawn By: REVISION CLOUD Habitable ATTICS and ATTICS M.P. 30 psf 15 psf DOOR served with fixed stairs Checked By: STRUCTURAL BEAM ROOMS other than sleeping rooms 40 psf 15 psf WINDOW SCOPE OF WORK M.A.M. Sleeping Rooms 30 psf 15 psf Z' 211 JOISTS RAFTERS Job No. WINDOW/ EXT. DOOR NUMBER Stairs 40 psf 10 psf Proposed detached accessory structure pool house two-digit (see schedule) Guards and Handrails 200 psf lateral 2220 identification Q REVISION NUMBER Guard in-fill components Proposed outdoor shower number 50 psf floor level SMOKE DETECTOR ROOFS -1 30 psf-1-15 psf Proposed pergola Sheet`-T INTERIOR DOOR NUMBER ALLOWABLE DEFLECTION: Table R301.7 Cover Sheet door (see interior drawings) 12( horizontal ROOF PITCH Proposed patio on grade number "77:16<-vertical Structural Member Allowable Deflection 'J v Scope of Work 211 ---------- ABOVE / BELOW/ HIDDEN LOT DESCRIPTION Proposed in-ground pool (filed as separate application) Rafters having slopes greater than 3/12 with no L/1 80 two-digit ROOM NUMBER identification (see schedule) finished ceiling attached to rafters. Proposed plumbing work JH 2 8 2023 Project Data floor level CENTERLINE SECTION BLOCK LOT : 1000 - 98 - 01 1.2 s and Partitions H/180 Interior Wall ELEVATION MARKER DRAFTSTOPPING TOTAL LOT AREA =42,650 s.f. Floors and Plastered ceilings L/360 Proposed electrical work (filed as separate application) T T r1 All other Structural Members L/240 ZONING DISTRICT: R-80 Sheet Number : rB] PLAN KEY 2 elevation number Exterior Walls with plaster or stucco finish H/360 (see plan key notes, same sht.) I A7.1 3 INTERIOR ELEVATION Exterior Walls - wind loads a with brittle finishes H/240 Y_A section number 4 sheet number Exterior Walls - wind loads a with flexible finishes H/120 A� SECTION Lintels Supporting Masonry Veneer Walls L/600� sheet number Note : L=Span Length, H=Spon Height GENERAL CONDITIONS CONCRETE GLAZING DRYWALL 1. All work shall conform to the codes listed on the cover sheet. 1. Foundation walls are to be a minimum of 3,000 psi, unless noted 18. PARTITIONS Fireblocking Materials: 1. Hazardous locations.The following shall be considered BATHROOM WALLS &CEILINGS: 1/2" mold&moisture resistant Equipment Sizing. Heating and cooling equipment shall be sized in accordance with All codes shall supercede the drawings and shall be incorporated into otherwise on plans. a. 2"x nominal lumber,or two thicknesses specific hazardous locations for the purposes of glazing: gypsum board with one coat of with ACCA Manual S based on buildingloads calculated in accordance with ACCA ';`. a. Glazing in fixed and operable panels of swinging, sliding door tape and three coats of spackle " " `"the drawings,whether they are indicated on the plans or not. GENERAL b. Two thicknesses of 1 x nominal lumber with broken lap joints Manual J or other approved heating and cooling calculation methodologies.New or 2. All concrete work shall comply with the requirements of the American a. All framed walls are to be 2"x4"or 2"x6"wood studs at 16"oc and bifold door. . `K:"`11 '. .:,�`":'`i. �A 2. Contractor shall check and verify all dimensions, notes and conditions Concrete Institute(ACI)and the 2020 RCNYS. unless noted otherwise on plans. c. One thickness of 23/32"wood structural with joints backed up by SHOWER WALLS&CEILINGS: 1/2" cement board replacement heating and cooling equipment shall have an efficiency rating equal to ;, 14� at the site before any construction work is started.The Contractor shall plan dimensions indicate the following stud sizes: 23/32"wood structural panels. b. Glazing in storm doors. with one coat fiberglass tape or greater than the minimum required by federal law for the geographic location notify the Architect of any discrepancies or conflicts in the drawings 3. All concrete shall be air-entrained.Total air content(percent by volume 1-1/2" 2"x4"on the flat d. One thickness of 3/4'particleboard with joints backed by 3/4 and one coat of thinset where the equipment is installed. and/or field conditions before starting the work.The discovery of of concrete)shall not be less thasn 5%or more than 7%. 2-1/2" 2"x3"stud at 16"oc c. Glazing in all unframed swinging doors. particleboard. discrepancies after beginning the work shall be the full responsibility 3-1/2" 2"x4„stud at 16"oc GARAGE WALLS&CEILINGS: 5/8"type-x gypsum board Manual J&S is required for any new or replaced heating or cooling equipment ` h --a E� I of the Contractor to correct. 4. Garage slabs, carport slabs, exterior steps and porch slabs are to be 5-1/2" 2"x6"stud at 16"oc e. 1/2"gypsum board d. Glazing in doors and enclosures for hot tubs,whirlpools,saunas, where noted on plans with one coat of tape and M i C, a minimum of 3,500 psi. f. 1/4"cement based millboard steam rooms, bathtubs and showers. Glazing in any part of a three coats of spackle 3. Contractor shall report any discrepancies in plans and details to the b. Splices of the top and bottom portion of the double top plate must building wall enclosing these compartments where the bottom ELECTRICAL Owner and/or Architect at once. Demolition or excavation may reveal 5. The nominal maximum size of coarse aggregate shall not exceed be staggered as minimum of 24". g. Batts or blankets of mineral wool to be securely retained in place exposed edge of the glazing is less than 60 inches measured BOILER ROOMS/CLOSETS 5/8"type-x gypsum board C r' n .-a conditions other than those assumed on the construction drawings. one-fifth the narrowest distance between forms or three-fourths the vertically above any standing or walking surface. with one coat of tape and 1. All electrical work shall conform to rules and regulations of the It is the responsibility of the contractor to notify the Architect and/or clear spacing between reinforcing bars or between as bar and the side c. Joints in top plates need not to occur over studs. FIRE PROTECTION OF FLOORS three coats of spackle 2017 National Electric Code, NFPA 70-2017 and the 2020 �� C Owner immediately if the occurs. of the form. e. Glazing in an individual fixed or operable panel adjacent to a door Residential Code of NYS. A,d. Lap top plates at comers and intersections. 1. All floor assemblies are to be fire-resistance rated with a minimum of 1/2" shall be considered to be a hazardous location where the bottom BASEMENT WALLS&CEILINGS 1/2" mold&moisture resistant 4. Contractor shall locate&stake out all existing underground utilities 6. Forms shall be made of wood,steel, aluminum, plastic,a composite of Any top plates that are cut to fit ductwork, headers, pipes,etc. shall gypsum wall board membrane,5/8 wood structural panel membrane or exposed edge of the glazing is less than 60 inches above the floor gypsum board with one coat of 2. The Electrical equipment and wiring shall e installed accordance prior to any excavation.Any utilities shown on the plans are an cement and foam insulation, or other approved material suitable for be strapped with a metal strap as specified on plans. equivalent on the underside of the floor framing member. Penetrations or walking surface and it meets either of the following conditions: tape and three coats of spackle with chapters 34 thru 43 of the 2020 Residential Code of NYS. 21 Main Street Stony Brook NY 11790 approximate location only and shall be verified by the Contractor. supporting and containing concrete. Forms shall provide sufficient equivalent on the underside electrical outlets,lighting, devices,luminaires, 3. Electrical work to be Fire Underwriter's inspected and approved. strength to contain concrete during the concrete placement operation. e. Plates shall not be less than 2"x nominal thickness. wires,speakers, drainage,piping and similar openings or penetrations e.1 Where the glazing is within 24 inches of either side of the TYPICAL(all other areas) 1/2"gypsum board with one 4. All electricalI - 5. Contractor shall be responsible for scheduling all required inspections Form ties shall be steel, solid plastic,foam plastic, or other suitable shall be permitted. door in the plane of the door in a closed position. coat of tape and three coats outlets m wet areas to be ground fault interrupter phone. 631 686 6585 (G.F.I.)type. fax. 631 686-6786 with the authorities having jurisdiction. material capable of resisting the forces created by fluid pressure of f. Notching:Any stud in an exterior wall or bearing partition shall be of spackle freshly poured concrete. permitted to be cut or notched to a depth not exceeding 25%it's width. Exceptions: e.2 Where the glazing is on a wall perpendicular to the plane of 5. Working clearance dimensions around electrical panel to be a email. MMacrina@MMArchitectAIA.com 6. Contractor shall be responsible for obtaining all required paperwork Studs in non-bearing partitions shall be permitted to be notched to a. Floor assemblies located directly over a space protected by an the door in a closed position and within 24 inches of the minimum of 36"deep x 30"wide x 6'-6"high. web. MMArchitectAIA.com from their subcontractors as required by the authority having jurisdiciton. 7. Do not pour in temperatures less than 40 degree weather, nor when a depth not to exceed 40%of a single stud width. Refer to details automatic sprinkler system in accordance with Section P2904, hinge side of an in-swinging door. The Contractor shall obtain and deliver to the Owner the certificate of freezing conditions are expected in less than 24 hours. for excessive notching studs. NFPA 13D,or other approved equivalent sprinkler system. FLASHING / SEALANTS / TAPES 6. All electrical work to be performed by a local licensed electrician. These plans are an instrument of service and are the exclusive property of the architect. occupancy and/or certificate of compliance. b. Floor assemblies located direct) over a crawls ace not intended f. Glazing in an individual fixed or operable panel that meets all of 1. Contractor to provide metal or soft flashing where framing lumber is Ground-Fault Circuit-Interrupter Protection. Infringements of the concepts and design ideas 8. Install'Tuff-N-Dry'exterior foundation waterproofing system or g. Drilling:Any stud shall be permitted to be bored or drilled, provided Y P the following conditions shall be considered to be hazardous location: in contact with soil or concrete. presented on these drawings shall be prosecuted 7. Do not scale drawings.Written dimensions shall take precedence approved equal unless a different product is specified in the plans. that the diameter of the resulting hole is not more than 60%of the for storage or fuel-fired appliances. Locations. to the fullest extent of the law. copyright 2020: 9 P PP q P P P 9 Pyr 9 over scale. Exterior foundation waterproofing system is to be installed from stud width,the edge of the hole is not more than 5/8"to the edge c. Portions of floor assemblies shall be permitted to be unprotected f.1 The exposed area of an individual pane is larger than 9 sf. 2. Contractor to provide continuous(coil)hidden metal flashing where 1.All bathroom receptacles are to have G.F.C.I. protection. Michael Macrina Architect, pc. All rights reserved, bottom of footingcontinuous) u to the finished grade line. of the stud,and the hole is not located in the same section as a cut where complyingwith the following: tops of level roofs intersect with vertical wall surfaces. See plan for the part of the plans may be reproduced without y p g g' P p 2.All garage&accessory building receptacles are to have G.F.C.I.protection. the expressed written consent of the architect. 8. Any deviation from the Architect's drawings must be discussed with or notch.Studs located in exterior walls or bearing partitions drilled f.2 The bottom edge of the glazing is less than 18 inches above metal specification. the Architect for approval. 9. All footings are to be reinforced with rebar as per details in the plans. over 40%and up to 60%dhall be doubled with not more than two c.1 The aggregate area of the unprotected portions does not exceed 80 square feet per story. the floor. 3.All outdoor receptacles are to have G.F.C.I. protection. successive doubled studs bored. Refef to details for excessive 3. Contractor to provide metal step flashing around all chimneys, skylights 4.All crawl space receptacles are to have G.F.C.I. protection. 9. Contractor shall be responsible for adequately bracing and protecting 10. Contractor shall provide and install all cast in place anchor bolts, hold drilling of boring of studs. c.2 Fireblocking in accordance with Section R302.11.1 installed along 0 The top edge of the glazing is more than 36 inches above the and where sides of sloped roofs intersect with vertical wall surfaces. Drawing Status : all work during construction against damage, breakage,collapse, down straps, basement sashes, crawl space vents, etc. as per plans. the perimeter of the unprotected portion to seperate the unprotected floor; and All metal flashing shall extend up vertically a minimum of 4"from the 5.All unfinished basements receptacles are to have G.F.C.I.protection. distortion and misalignment according to applicable codes,standards h. Fire Blocking as required portion from the remainder of the floor assembly. roof surface.See plans for metal specificatton. 6.All kitchen receptacles that serve countertop surfaces shall have and good practice. f.4 One or more walking surfaces are within 36 inches measured G.F.C.I. TRU CT RAL TE EL d.Wood floor assemblies using dimension lumber or structural composite protection. Bearing Walls: horizontally and in a straight line, of the glazing. 4. Contractor to provide metal cap flashing over all windows and exterior S U S lumber equal to or greater than 2-inch by 10-inch nominal dimension, 7.All laundry, utility and bar sink receptacles that are located within Eft. 10. All work shall be performed in a first class manner with all new materials. a. Partitions must be constructed of minimum 2"x4"studs spaced at doors. See plans for metal specification. Issued W The Contractor shall provide all equipment, labor and materials 1. All structural steel shapes shall have the following properties: 16"oc of type of lumber specified unless otherwise noted on plans. or other approved floor assemblies demonstrating equivalent fire g. Glazing in guards and railings, including structural baluster panels of the outside edge of the sink are to have G.F.C.I. protection. 11 performance. Blulildino-v i f t r W' n 2 = i and nonstructural in-fill anels r ardl f rnecessary for the proper execution and timely complet on o he wo k. Ide Fla ge ASTM A99 Fy 50 ks p eg ess o a ea or height above 5. Contractor to provide copper step flashing for all masonry chimney to 8. Electrically heated floors,hydromassage bathtub, spa and hot tub The Contractor shall be responsible for all materials and equipment Angles&Channels ASTM A36 Fy=36 ksi b. If a double top plate of less than(2)2 x is used,floor joists shall be a walking surface shall be considered to be a hazardous location. roof intersections.The flashing is to extend vertically up against the locations are to have G.F.C.I. protection. stored at the job site. Plates ASTM A36 F =36 ksi centered direct) over bearing wall studs below with a tolerance of 2. Combustible Insulation Clearance chimney a minimum of 4"and let-into horizontal y y g y a masonry Joints 4". Hollow Structural Shapes ASTM A500 GR B Fy=50 ksi no more than 1". Combustible insulation shall be seperated not less than 3 inches from h Glazing in walls,enclosures or fences containing or facing hot tubs, 9.All receptacles within 6 feet of the outside edge of a bathtub or A 11. The Contractor shall have the building department approved plans and recessed luminaires,fan motors and other heat-producing devices. spa's,whirlpools,saunas,steam rooms,bathtubs,showers and indoor or 6. Flash, caulk and seal all junctions of new roofs,walls and shower stall are to have G.F.C.I protection. ' any other approved plans and permits on the job site throughout the 2. All bolts are to be 3/4"dia. conforming to ASTM A325,type X. c. Interior bearing stud walls must be sheathed with a minimum of outdoor swimming pools where the bottom exposed edge of the glazing is penetrations,to form a watertight assembly. DeparU I lem entire project. Install each bolt with a hardened washer under the nut or head, 1/2"gypsum board fastened as per nailing schedule with required Exceptions less than 60 inches measured vertically above any standing or walking Arc-Fault Circuit-Interrupter Protection. whichever is turned for tightening. fire blocking. Where heat-producing devices are listed for lesser clearances, surface shall be considered to be a hazardous location.This shall 7. Spaces to be caulked shall be clean and dry,joints more than 3/4" 12. All Contractors and Subcontractors shall be licensed and insured. combustible insulation complying with the listing requirements shall be apply to a single glazing and each pane in multiple glazing. deep shall be solidly filled with a neoprene rope or backer rod. Locations. 3. All structural steel exposed to the weather shall be hot-dipped galvanized d. All interior load bearing walls and exterior walls shall have 2"x cross separated in accordance with the conditions stipulated in the listing. 1.All branch circuits that supply 120-volt,single-phase, 15&20 amp 13. The Architect is not responsible for construction means, methods, after fabrication conforming to ASTM A123&A153. blocking of similar width at stud midspan. Exception: 8. All caulked joints shall ber full continuous,waterproof, neatly wiped outlets installed in kitchens,family rooms,dining rooms,living rooms, techniques, sequences, procedures or for the safety precautions and WINDOWS / EXTERIOR DCORS Glazing that is more than 60 inches measured horizontally off or pointed and tooled where exposed to view. parlors,libraries,dens,bedrooms,sunrooms,recreation rooms,closets, 1111111111111111111 programs in connection with this project. 4. All welding shall conform to AWS code D1.1 'Structural Welding Code' Nailing: and in a straight line,from the waters edge of a bathtub,hot tub, hallways,laundry areas and similar rooms or areas shall be protected by for steel, latest edition. a. All nailing shall comply with the latest fastener schedule shown on 1. All exterior windows and doors shall be designed to resist the spa,whirpool or swimming pool or from the edge of a shower, 9. All windows and exterior door flanges are to be taped with a'Tyvek' Dates a combination type arc-fault circuit interrupter installed to provide 14. Contractor to follow all manufacturer's specifications, recommendations the plans. component and cladding wind loads specified on the cover sheet. sauna or steam room. or approved equal flashing tape.Jambs first then head over jamb tape. protection of the branch circuits. and installation details on all products used in this project. Contractor 5. All structural steel shall be given one shop coat of paint of not less than 4/21/22 Issued to Building Dept. shall notify the Architect of any conflict between the plans and 2.0 mils dry film thickness conforming to steel structural painting Openings: 2. All exterior windows and sliding doors shall be tested by an approved i Glazing adjacent to stairs, landings and ramps where the bottom 10. All windows and exterior door flanges are to have a metal pan or a Single-and Multiple-Station Smoke Alarms. manufacturer's specifications, recommendations and installation council SSPC paint 2, 13 or 14. a. All framed openings in wall shall have a minimum of a single jack stud independent laboratory,and bear a label identifying manufacturer, exposed edge of the glazing is less than 36"above the plane of soft flashing pan over the rough sill framing continuously up each side. 6/13/23 Issued for Construction All smoke alarms shall listed details prior to installation of any products used in this project. plus a single king stud on each side of opening supporting a header performance characteristics and approved inspecticn agency to indicate the adjacent walking surface of stairways,landings between w accordance with UL 3114 of the 6/26/23 As per Town Comments and i installed in accordance with the provisions of Section R Contractor shall be responsible for correction of any work that prevents if not specified otherwise on plans. compliance with AAMA/WDMA/CSA 101/I.S.2/A440.Exterior side-hinged flights of stairs and ramps shall be considered to be a 11. Penetrations around all pipes,vents,ducts,wires,etc.through ceiling the correct installation of a specified product noted on the plans. MASONRY doors shall be tested and labeled as conforming to AAMA/WDMA/CSA hazardous location. and floor levels to be sealed with fire caulk-136 by Everkem or equal 2020 Residential Code of NYS and comply with the provisions 19. BUILT-UP BEAMS 101/I.S.2/A440 or AMD 100. to meet ASTM 136 testing of NFPA 72. 15. The Contractor shall keep the job site clean,safe and free of debris. 1. Masonry shall be installed in running bond with PCL type M mortar. j. Glazing adjacent to the landing at the bottom of a stairway where Locations. (Section R314.3) 1. Built-up beams or joists formed by a multiple of 2"x dimensional 3. Garage doors shall be tested in accordance with either ASTM E 330 or the glazing is less than 36"above the landing and within a 60" Single and multiple-station smoke alarms shall be installed in 16. These drawings are the property of the Architect and shall no be used 2. Grout for fully grouted units shall conform to PCLY type M mortar. lumber members shall be interconnected as follows: ANSI/DASMA 108,and shall meet the acceptance criteria of ANSI/DASMA 108. horizontal arc less less than 180 degrees from the bottom tread VENTILATION the following locations: without his consent. Drawings shall not be used for issuing of a a. Members 12"and less in height: I nosing shall be considered to be a hazardous location. building permit unless signed and sealed by Michael Macrina Architect, pc 3. All masonry walls shall have'Hohmann&Bamard'#120 Truss-Mesh Glue and nail with 2 rows of 16d nails at 12"oc staggered. 4. Window and glass door assemblies shall be anchored in accordance with the 1. MECHANICAL VENTILATION: 1. In each sleeping room. to be installed continuously at every other course unless specified published manufacturer's recommendations to achieve the design pressure Local exhaust and whole house mechanical ventilation systems are to 2. Outside of each separate sleeping area in the immediate in the plans.Truss mesh to be hot-dipped galvanized. b. Members greater than 9-1/4"in height or multiple Wx members: specified.Substitute anchoring systems used for substrates not specified FIREPLACES be designed in accordance with section M1505 of the 2020 RCNYS vicinity of the bedrooms. DEMOLITIONNOTES Through bolt with 1/2"diameter machine bolts at 24"oc by the fenestration manufacturer shall provide equal or greater anchoring 3. On each additional story of the dwelling, including basements 4. All lap splices for reinforcing bars in masonry walls shall be 48X staggered top&bottom, 1-1/2"from edges. performance as demonstrated by accepted engineering practice. 1. Masonry Fireplaces 2. RECIRCULATION OF AIR: and habitable attics but not including crawl spaces and uninhabitable 1. Prior to demolition,the Contractor shall have all utilities disconnected. bar diameter, unless noted otherwise on plans. Hearth Slab Thickness 4"min.thickness for hearth extension Exhaust air from bathrooms and toilet rooms shall not be recirculated attics. In dwellings or dwelling units with split levels and without such as but not limited to gas, electric,water,telephone, cable,etc. 2. Built-up beams or joists formed by a mutiple of engineered lumber 5. Emergency escape and rescue opening required: within a residence or circulated to another room and shall be exhausted an intervening door between the adjacent levels,a smoke alarm No. Da In addition,the Contractor shall obtain utilitymark-out prior to members are to follow manufacturers specifications unless noted Unfinished basements, habitable attics and eve sleeping room Hearth Extension 8"for fireplace opening less than 6 s ft. direct) to the outdoors. Exhaust air from bathrooms,toilet rooms and to Description P P ►Y P 9 P P 9 q• Y installed on the upper level shall suffice for the adjacent lower commencing demolition or excavation. ROUGH CARPENTRY on plans. where noted on floor plans shall have not less one operable (each side of open'g) 12"for fireplace opening greater than or kitchens shall not discharge into an attic, crawl space or other areas level provided that the lower level is less than one full story emergency escape and rescue opening.Where basements contain equal to 6 sq.ft. inside the building except for ductless range hoods. Project : 2. Demolition work shall be done in strict conformance with local, state 1. Minimum header size to be (2)2"x6"unless noted otherwise on plan. 20. BOLTS IN WOOD FRAMING: one or more sleeping rooms,an emergency escape and rescue below the upper level. g g p utility opening q p• g y Hearth Extension 16"for fireplace opening less than 6 sq.ft. 4. Smoke alarms shall be installed not less than 3 feet horizontal) and federal regulations, including all permits and utili disconnects. o enin shall be required in each sleeping room plus one in an 3. DOMESTIC COOKING EXHAUST: Y Proposed (front of opening) 20"for fireplace opening greater than or from the door or opening of a bathroom that contains a bathtub 2. All structural dimensional lumber to be doug fir#2 or better with a 1. All bolts in wood framing shall be standard machine bolts with common receation space. Emergency escape and rescue openings Domestic cooking exhaust equipment shall discharge to the outdoors s equal to 6 sq.ft. or shower unless this would prevent placement of a smoke alarm 3. The Contractor shall at all times provide protection against weather minimum Fb=850 and E= 1.4x10 . No SPF lumber may be used standard washers. shall open directly into a public way,or to a yard or court that opens " through a duct.The duct shall have a smooth interior surface,shall be P (rain,wind,storms,frost or heat)so as to maintain all work, materials, except for sills, plates and blocking. Southern Yellow Pine may be to a public way. Firebox Dimensions 20 min.firebox depth airtight,shall be equipped with a backdraft damper and shall be required by Section R314.3. PoolHouse equipment and fixtures free from damages. Repai,any damage to used as a substitution for doug fir. 2. Each bolt hole in wood shall be drilled 1/16"larger than diameter of bolt. independent of all other exhaust systems. Ducts serving domestic Exception: Thickness of 8"where firebrick lining is used When more than one smoke alarm is required to be installed within an property of the Owner which is to remain in use. Basements used only to house mechanical equipment Wall of Firebox cooking exhaust equipment shall not terminate in an attic or crawl individual dwelling unit the alarm devices shall be interconnected in a total floor area of 200 square feet space or areas inside the building. h thath g . such a manner the actuation of one alarm will activate all of the 4. Contractor to provide all necessary temporary supports as may be 3. All exterior lumber to be preservative treated 3. For sill plate anchors,see details on plans. not exceeding Distance from top 8 min.required to shore all existing structures prior to the installation of new 4. All lumber that is in contact with masonry/concrete is to be Lag Bolts: of opening to Throat Exception: alarms in the individual dwelling unit.The alarm shall be clearly audible in For structural elements. preservative treated. a. All lag bolts where specified on plans shall be of structural grade steel. 6. Operational constraints and opening control devices: Where installed in accordance with the manufacturer's instructions, g 9 all bedrooms over background noise levels with all intervening doors closed. Emergency escape and rescue openings shall be operational from 2. Factory Built Gas&Wood Fireplaces and where mechanical or natural ventilation is otherwise provided, the inside of the room without the use of keys,tools or special knowledge. Combination Detectors. 5. All existing elements to remain shall be protected during demolition. 5. Engineered lumber(LVL, PSL)to have a minimum Fb=2,850 and b. Washers shall be placed undefr the head of the lag bolts bearing Factory-built fireplaces shall be listed and labeled and shall be installed listed and labeled ductless range hoods shall not be required to s Window opening control devices complying with ASTM F 2090 shall be Combination smoke and carbon monoxide alarms shall be permitted Javier a minimum E= 1.9x10 . on wood. Length of lag bolts shall be a minimum 2/3 depth of in accordance with the conditions of the listing, and shall be tested discharge to the outdoors. 6. All existing ductwork, electrical components,etc. in areas to be members being bolted together, permitted for use on windows serving as a required emergency escape in accordance with UL 127. to be used in lieu of smoke alarms. demolished shall be protected and relocated as required according 6. SHEATHING/SUBFLOOR and rescue opening. Emergency escape and rescue openings shall have minimum dimensions ass specified in this section. 4. WHOLE HOUSE MECHANICAL VENTILATION SYSTEM: P Power Source. to field conditions. • Each plywood sheet shall bear the'APA'trademark stamp. c. All bolts that in contact with preservative treated lumber or exposed Hearth extensions of approved factory-built fireplaces shall be installed Unless specified otherwise by the HERS rater consultant,the whole • All plywood end joints shall be staggered and butt along the to the exterior are to be hot-dipped galvanized or stainless steel. in accordance with the listing of the fireplace.The hearth extension house ventilation system is permitted to utilize a bathroom exhaust The required smoke alarms shall receive their primary power from Fernandez 7. Minimum opening area: the building wiring when such wiring i 7. Contractor to provide dust-tight partitions between areas where center lines of framing members. shall be readily distinguishable from the surrounding floor area. fan to run at a continuous rate of 90 cfm as per table M1505.4.3(1) 9 9 g s served from a commercial source, Emergency and escape rescue openings shall have a net clear Lisa demolition work is being performed and areas which are finished or • Nails shall be placed 3/8"minimum from the edge of the sheets. and when primary power is interrupted, shall receive power from a opening of not less than 5.7 square feet.The net clear openingin use. The minimum nail penetration into framing members shall be FIRE BLOCKING / DRAFTSTOPPING 5. VENTED ATTICS: battery. Wiring shall be permanent and without a disconnecting switch & dimensions required by this section shall be obtained by the normal 1-1/2"for 8d nails and 1-3/8 for 10d nails. p emergency p opening INSULATION For air-permeable insulations in vented attics, a baffle shall be other than those required for overcurrent protection. Smoke alarms operation of the emer enc escape and rescue o enin from the inside. 1. DRAFTSTOPPING REQUIRED: The net clear height opening shall be not less than 24 inches and the installed adjacent to soffit and eave vents. Baffles shall maintain an shall be permitted to be battery operated when installed in buildings N SUBFLOOR: 3/4"rated plywood (48/24) When there is usable space both above and below the concealed space 1. Foam Plastic(spray foam)insulation shall have a maximum flame opening equal or greater than the size of the vent.The baffle shall without commercial SITE WORK / EXCAVATION to be glued&nailed to each joist of a floor/ceiling assembly, draftstopping shall be installed so that the net clear width shall be not less than 20 inches. spread index of 75 and a maximum of a smoke developed index of 450. extend over the to of the attic insulation.The baffle shall be power. McKeon 9 1 9 Y PP� 9 P P P 1. Contractor shall locate&stake out all existing underground utilities area of the concealed space does not exceed 1,000 sf. Exception: permitted to be any solid material. Carbon Monoxide Alarms. (Section 915 of the 2020 Fire Code of NYS) prior to any excavation.Any utilities shown on the plans are an EXTERIOR WALL SHEATHING: 1/2"exterior grade(CDX)plywood The draftstopping shall divide the concealed space into approximate Grade floor or below grade openings shall have a net clear 2. Foam Plastic(spray foam)insulation shall be separated from the Carbon monoxide alarms shall be installed in the following locations: 5135 Indian Neck Lane approximate location only and shall be verified by the Contractor. to be fastened to the studs as equal areas.Where the assembly is enclosed by a floor member opening of not less than 5 square feet. interior of a building by an approved thermal barrier of not less than Vent Clearance: 1.Carbon Monoxide rb n M n xi Excavation shall not commence until utility mark-out is completed. per the nailing schedule and above and a ceiling membrane below,the draftstopping shall be 1/2"gypsum board,23/32"wood structural panel or a material that Where eave or cornice vents are installed, insulation a minimum of a de are required on each level on which sleeping Peconic NY the braced wall plan provided in a floor/ceiling assemblies under the following circumstances: 8. Window Sill Height: is tested in accordance with and meets the acceptance criteria of 1"space shall be provided between the insulation and the roof spaces are located,within 10ft. of the sleeping area. 2. Excavate all areas as indicated in the drawings.All excavations shall Where a window is provided as the emergency escape and rescue both the Temperature Transmission Fire Test and the Integrity Fire sheathing at the location of the vent. More than one carbon monoxide alarm shall be provided where necessary to assure that no sleeping area IIIIIIIIIIIIIIIIIIIIIIII be the minimum depths rerquired achieving clean undisturbed virgin ROOF SHEATHING: 1/2"exterior grade(CDX)plywood a. Ceiling is suspended under floor framing opening, it shall have a sill height of not more than 44 inches above Test of NFPA 275 such as'DC 315'or approved equal thermal barrier. la a storyrm. Jurisdiction is more than 10ft. away from a carbon monoxide alarm. soil with stable moisture content and non-shifting and non-shrinking to be fastened to the rafters as the floor;where the sill height is below grade, it shall be provided with 6. UNVENTED ATTICS: soil characteristics.The Contractor shall be responsible for notification per the nailing schedule b. Floor framing is constructed of truss-type open-web or a window well in accordance with Section R310.2.3. 3. Foam Plastic(spray foam)insulation used in attics&crawl spaces As per section R806.5 of the RCNYS 2. On any story where a fuel-fired appliances and equipment, of poor soil characteristics to the Architect and shall not proceed with perforated members. shall be protected against ignition using one of the following materials: solid-fuel burning appliances and equipment, Town of Southold the work until receiving instructions from the Architect. 7. All framed openings in floors, roofs and ceilings shall have a minimum 9. All exterior windows and doors are to have a maximum U-value of a. 1-1/2"thickness of mineral fiber insulation such as'Roxul'or equal HVAC fireplaces or attached garages are located. of a double header and trimmer unless noted otherwise on the plans. Draftstopping Materials: 0.35 and a maximum solar heat gain coefficient factor of 0.40. b. 1/4"thick wood structural panels Suffolk County 3. The Architect has prepared the drawing and speif cations with an Draftstopping materials shall not be less than 1/2"gypsum board c. 3/8"gypsum board Combustion Air Interconnection of Carbon Monoxide Alarms&Detectors: assumed bearing capacity of 2,000 pounds per sq.ft.and an assumed 8. All framing to be set plumb, level and accurately cut. or 3/8"wood panels. Draftstopping shall be installed parallel to the 10. FALL PROTECTION: d. 1/4"thick fiber cement board Soild Fuel When more than one carbon monoxide alarm or detector is required to soil characteristic of sand, silty sand, clayey sand,silty gravel and floor framing members.The integrity of all draftstopping shall be In dwelling units,where the top of the sill of an operable window opening be installed within an individual dwelling unit or sleeping area,the clayey ravel SW, SP,SM,SC, GM and GC unless a soil test analysis 9. All Joists and beams set flush with another beam shall be connected maintained. is located less than 24 above the finish floor and greater than 72" Ignition barrier is not required when the foam insulation has been Burning appliances shall be provided with combustion air in accordance with the Y Y 9 ( ) Y g 9 q alarm devices shall be interconnected in such a manner that the actuation Drawn By has been performed as per table R401.4.1 of the 2020 RCNYS. with a metal joist hanger designed to match the size of the joist/beam above the finish grade or other surface below on the exterior of the tested in accordance with NFPA 286 such as'Quick-Shield 112'or appliance manufacturer's installation instructions.Oil-fire appliances shall be ;,D,� p P 1 9 9 1 g be provided with combustion air in accordance with NFPA 31. of one alarm will activate all of the alarms in the individual unit. �, unless specified otherwise on plans. 2. FIRE BLOCKING REQUIRED: building,the operable window shall comply with one of following: approved equal. P M.P. � A,-' , 4. All excavations for concrete piers and footings shall be a minimum of Fire blocking shall be provided to cut off all concealed draft openings The alarm shall be clearly audible in all bedrooms over background noise ' � cyn , a. operable windows with openings that will not allow a 4"diameter Ducts levels with all intervening doors closed. U i,\ ' 3 feet below finished grade unless noted otherwise on the plans. 10. Install double floor joists under all parallel walls above unless noted (both vertical and horizontal)and to form an effective fire barrier sphere to pass through the opening where the opening is on its 4. Insulation to be as specified in the insulation schedule and details. Duct Insulation g Checked By: �J n. ,> _V ti otherwise on plans. between stories and between a top story and the roof space. , , t* largest opened position. i; „"'.., 5. All backfill shall be clean granular fill. Fire blocking shall be provided in wood frame construction in the 5. Insulate around all window&exterior door rough openings with a low All supply ducts in unconditioned attics shall be insulated to a minimum of R-8 Equipment. M.A.M. ,.-, ;.- 11. All joist hangers and fasteners that are in contact preservative treated following locations: b. operable windows that are provided with window fall prevention expansion foam insulation. All other ducts shall be insulated to a minimum of R-6. Carbon Monoxide alarms shall be listed, labeled as complying with -F ' - � 0- 6. No backfill shall be permitted against concrete or masonry foundation lumber or exposed to the exterior shall be hot-dipped galvanized or devices that comply with ASTM F 2090. UL2034 or CSA 6.19. Carbon Monoxide detectors shall be listed and Job No. r -3, 2�' t0 walls without floor framing or proper bracing as required to prevent stainless steel. a. In concealed spaces of stud walls and partitions, including furred 6. Air Leakage Duct Sealing labeled as complyingwith UL2075 and shall meet the sensitivity testing F <I, c. operable windows that are provided with window opening control Y 9 O F rA damage to foundation walls. No backfill shall be permitted within a spaces and parallel rows of studs or staggered studs; as follows: The building thermal envelope shall be constructed to limit air leakage All ducts,air handlers and filter boxes shall be sealed.Joints and seams shall be 2220 devices that comply with ASTM F 2090.The window opening and alarm thresholds of UL2034 or CSA 6.19.Carbon Monoxide alarms, minimum of two weeks after pouring. The Contractor shall be 12. All shims under cellar/crawl space girders are to be steel shims. -vertically at the ceiling and floor levels. The sealing methods between dissimilar materials shall allow for made substantially airtight by means of fastners,welds,tapes,mastics,gasketing control device,after operation to release the control device detectors and alarm control units shall be installed in accordance ,� responsible for any damage to concrete or masonry wall. -Horizontally at intervals not exceeding 10 ft. for differential expansion and contraction. Refer to the air barrier and or other approved closure systems. Sheet Title✓ allowing the window to fully open, shall not reduce the net clear with the R.C.N.Y.S.and the manufacturers installation instructions. 13. Wrap all wood girders that sit in a concrete or masonry beam pocket insulation installation schedule. v 7. All grading to drain surface storm water away from foundation walls with soft flashing to prevent direct contact with the concrete/mason b. At all interconnections between concealed vertical and horizontal opening area of the window unit to less than the area required g g Y g P ry' by section R310.2.1. Duct Support Power Source. at a minimum rate of 5%slope. spaces such as occur at soffit, drop ceilings and cove ceilings. 7. Insulation& Fenestration Requirement by Component Metal ducts shall be supported by 1/2"with 18 gauge metal straps or 12 gauge Carbon Monoxide alarms and detectors shall receive their primary power General Notes.14. No structural members shall be altered,omitted, notched, cut or Refer to insulation schedule/sections or details galvanized wire at intervals not exceeding 10 feet or other approved methods. from the building wiring,where such wiring is served from a commercial 8. Stockpile topsoil for re-use, redistribute topsoil for final grading. relocated without prior approval by the Architect. c. In concealed spaces between stair stringers at the top and bottom of ATTIC / CRAWL SPACE ACCESS Nonmetallic ducts shall be supported in accordance with the manufacturer's source and shall be equipped with a battery backup system that the run.Enclosed spaces under stairs shall have walls.under-stair surface Building Code 9. Contractor to excavate all stepped footings as per plans and details. 15. When using dimensional lumber,there shall be not less than one line and any soffits protected on the enclosed side with a 1/2"gypsum board. 1. The Contractor shall provide attic access for any attic areas that exceed installation instructions. automatically provides power from one or more batteries when primary CLOTHES DRYER EXHAUST of bridging at every 8 feet of span in floor,attic and flat roof framing. 30 sf, and have a vertical height of 30"or more.The rough framed power is interrupted.Wiring shall be permanent and without a Duct Separation The bridging shall consist of not less than 1"xY lumber set diagonally d. At openings around vents, pipes, ducts,cables and wires at ceilings opening shall not be less than 22"x30"and shall be located in a hallway 1. To be installed as per section M1502 of the 2020 Residential „ disconnecting switch other than those required for over current protection. L SANITARY TARY SYSTEM in each direction and double nailed at each end or equivalent pre-fab and floor level,with an approved material to resist the free passage or other readily accessible location.Where the access is located in a Code of NYS. Ducts shall be installed with at least 4 separation from the earth except where Requirements D RYW E L S / S metal bracing. of flame and products of combustion. ceiling, minimum unobstructed headroom in the attic space shall be they meet the requirements for underground duct systems. Listings 1. Drywells are to be located as per the drainage plan and shall consist 30" at some point above the access. 2. Clothes dryer exhaust system shall be discharged to the exterior. Carbon monoxide alarms shall be listed in accordance with UL 2034. of concrete leaching rings(size as per plans)with concrete cover. 16. Provide continuous blocking under all posts down to the foundation, e. Spaces between chimneys and floors and ceilings through which Ducts located in garages and ducts penetrating the walls m ceilings au a sheet the Drywells shall be set in clean sandy soil a minimum of 3ft above beam and/or column with similar post material as specified on plans. chimneys pass shall be fireblocked with noncombustible material 2. Access doors from conditioned spaces to unconditioned spaces such 3. Exhaust ducts shall have a smooth interior finish and be constructed dwelling from the garage shall be constructed of a minimim No.26 gauge sheet Combination Alarms. metal or other approved material n •a d shall not have opening into r ground water. Drywells are to be wrapped with landscape fabric to securely fastened in place.The fireblocking of spaces between as attics and crawl spaces shall be weatherstripped and insulated to a of metal having a minimum thickness of 28 gage.The duct shall PPp g I o garage. Sheet Number : prevent soil intrusion. 17. Joists and rafters shall be limited to cuts and bored holes no deeper chimneys and wood joists,beams or headers shall be self-supporting level equivalent to the insulation on the surrounding surfaces.Access be 4"nominal in diameter. Combination carbon monoxide/smoke alarms shall bean acceptable than 1/6 the depth of the member and shall not be located in the middle or be placed on strips of metal laid across the spaces between shall be provided to all equipment that prevents damaging or compressing alternative to carbon monoxide alarms. Combination carbon monoxide/ 2. Drywells are to be connected with a min.of 4"dia. PVC sewer pipe to 1/3 of the span.Notch depths of the ends at the member shall not exceed combustible material and the chimney. the insulation.A wood framed or equivalent baffle or retainer is required 4. The maximum length of a clothes dryer exhaust duct shall not exceed smoke alarms shall be listed in accordance with UL 2034 and UL 217. each downspout leader unless noted otherwise on plans. 1/4 the depth of the member. Holes bored into the joist shall not be closer to be provided when loose-fill insulation is installed,the purpose of which 35 ft.from the dryer location to the wall or roof termination. IVI FM than 2"to the top or bottom of the joist,and the diameter of the hole shall f. Fireblocking of cornices of a two family dwelling is required at the is to prevent the loose-fill from spilling into the living space when the attic The maximum length of the duct shall be reduced 2.5 ft.for each 3. Proposed sanitary system is to be installed as per Suffolk County not exceed 1/3 the depth of the joist.There shall be no notches on the line of dwelling unit separation. access is opened, and to provide a permanent means of maintaining 45-degree bend and 5 ft.for each 90-degree bend.The maximum U111 11 Department of Health Services code and as per approved permit. bottom side of the joists, beams and rafters. the installed R-Value of the loose fill insulation. length of the exhaust duct does not include the transition duct. ENERGY/CONSERVATION BUILDING THERMAL ENVELOPE NOTES INSULATION SCHEDULE (thermal envelope) Insulation Insulation Moisture Air Barrier House Component (R) Value Detail Remarks 1. These plans are designed to be in accordance with the 2020 Residential Code of 8. Air Leakage: The building thermal envelope shall be constructed to limit air 12. Recessed Lighting: Recessed luminaires installed in the building thermal envelope Thickness Type Barrier Sealing NYS and the 2020 Energy Conservation Construction Code of NYS for a climate leakage. The sealing methods between dissimilar materials shall allow for shall be sealed to limit air leakage between conditioned and unconditioned New concrete slab insulation ti Recommended Testing Agency: Integrity Home Rigid Board zone of 4A. differential expansion and contraction. Refer to the air barrier and insulation spaces. All recessed luminaires shall be IC-rated and labeled having an air R-10 2"x24" Dow Tuff-R required A installation schedule. leakage rate not more than 2.0 cfm when tested in accordance with ASTM E 283 Energy Assessments: (631)553-1016 2. The interior design temperatures used for heating and cooling load calculations at a 1.57 psf pressure differential.All recessed luminaires shall be sealed with a shall be a maximum of 72' F for heating and a minimum of 75' F for cooling. 9. Testing: The building or dwelling unit shall be tested and verified as having an air gasket or caulk between the housing and the interior wall or ceiling covering. (n leakage rate of not exceeding three air changes per hour.Testing shall be L 3. All materials, systems and equipment shall be installed in accordance with the conducted in accordance Res-Net/ICC 3801 with ASTM E 779 or ASTM E 1827 13. Programmable thermostat: The thermostat controlling the primary heating or 0 [\A manufacturer's instructions and the 2020 Residential Code of NYS and the 2020 and reported at a pressure of 0.2 inches w.g. (50 Pascals).Where required by the cooling system of the dwelling unit shall be capable of controlling the heating and Q Energy Conservation Construction Code of NYS. code official,testing shall be conducted by an approved third party.A written cooling system on a daily schedule to maintain different temperatures set points at M -a c,4- r n -a report of the results of the test shall be signed by the party conducting the test and different times of the day.This thermostat shall include the capability to set back LL 4. Certificate: A permanent certificate shall be completed by the builder and posted on provided to the code official. Testing shall be performed at any time after creation or temporarily operate the system to maintain zone temperatures down to 55' F or a wall in the space where the furnace is located,a utility room or an approved of all penetrations of the building thermal envelope. up to 85' F.The thermostat shall initially be programmed by the manufacturer with Yk rc h i te Ct location inside the building. Where located on an electrical panel,the certificate a heating temperature set point no higher than 70' F and a cooling temperature shall not cover or obstruct the visibility of the circuit directory label, service During Testing: set point no lower than 78' F. disconnect label or other required labels.The certificate shall list the predominant 21 Main Street Stony Brook NY 11790 R-values of insulation installed in or on ceiling/roof,walls foundation (slab, 1. Exterior windows and doors,fireplace and stove doors shall be closed, but not 14. Duct Insulation: All supply ducts in unconditioned attics shall be insulated to a basement wall, crawl space wall and/or floor)and ducts outside conditioned spaces; sealed, beyond the intended weatherstripping or other infiltration control minimum of R-8. U-factors for fenestration and the solar heat gain coefficient(SHGC)of fenestration, New exterior walls Closed Cell phone. 631 686-6585-14 2 measures. (2lter boxes shall be sealed.Joints and side 7 per 1""x6„) exterior R and the results from any required duct system and building envelope air leakage 2• Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall 15. Duct Sealing: All ducts, air handlers and fi Spray Foam A fax. 631 686-6786 testing done on the building.Where there is more than one value for each be closed, but not sealed beyond intended infiltration control measures. seams shall be made substantially airtight by means of fastners,welds,tapes, N email. MMacrina@MMArchitectAIA.com component,the certificate shall list the value covering the largest area.The 3. Interior doors, if installed at the time of the test,shall be open. mastics, gasketing or other approved closure systems. N interior 3-1/2" Fiberglass web. MMArchitectAIA.com 4. Exterior door for continuous ventilations stems and heat recovery ventilators - side R-13 Batts certificate shall list the types and efficiencies of heating, cooling and service water y ry These plans are an instrument of service and are shall be closed and sealed. 16. Duct Testing: Ducts shall be pressure tested to determine air leakage by one of heating equpiment. Where agas-fired unvented room heater, electric furnace, or Space around exterior window/door the exclusive property of the architect. baseboard electric heater is installed in the residence,the certificate shall list 5. Heating and cooling systems, if installed at the time of the test,shall be turned off. the following methods: jambs required Infringements of the concepts and design ideas " as-fired unvented room heater", "electric furnace"or"baseboard electric heater", 6. Supply and return registers, if installed at the time of the test, shall be fully open. presented on these drawings shall be prosecuted g to the fullest extent of the law. Copyright 2020: 1. Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 Penetrations around all pipes,vents low expansion spray ASTM E136 tested Michael Macrina Architect, as appropriate.An efficiency shall not be listed for gas-fired unvented room heaters, pc. All rights reserved, electric furnaces or electric baseboard heaters. 10. Fireplaces: New wood-burning fireplaces shall have tight-fitting flue dampers or inch w.g. across the system, including the manufacturer's air handler enclosure if ducts,wires throughout ceiling and foam fire caulk-136 no part of the plans may be reproduced without doors,and outdoor combustion air.Where using tight-fitting doors on factory-built installed at the time of the test.All registers shall be taped or otherwise sealed floor levels by Everkem or equal the expressed written consent of the architect. 5. Insulation and Fenestration Requirement by Component.Refer to insulation schedule. fireplaces listed and labeled in accordance with UL 127,the doors shall be tested during the test. and listed for the fireplace.Where using tight-fitting doors on masonry fireplaces, 2. Postconstruction test:Total leakage shall be measured with a pressure differential 6. Eave Baffle: For air-permeable insulations in vented attics,a baffle shall be the doors shall be listed and labeled in accordance with UL 907. of 0.1 inch w.g.across the entire system, including the manufacturer's air handler Drawing Status Typical Ceiling enclosure. Registers shall be taped or otherwise sealed during the test. upper R-14 L, 2" Closed Cell Spray Foam installed adjacent to soffit and eave vents. Baffles shall maintain an opening equal (2"x10" R.R.) or greater than the size of the vent.The baffle shall extend over the top of the attic 11. Utility Room Containing Fuel-Buming Appliances: Where open combustion air lower R-21 & 5-1/2" Fiberglass Batts insulation. The baffle shall be permitted to be any solid material. ducts provide combustion air to open combustion fuel-burning appliances,the 17. Lighting: Not less than 75 percent of the lamps in permanently installed lighting N appliances and combustion air opening shall be located outside the building fixtures shall be high-efficacy lamps or not less than 90 percent of the permanently 0) to thermal envelope or enclosed in a room, isolated from inside the thermal installed lighting fixtures shall contain only high-efficacy lamps. Exception: A duct 7. Attic and Crawl Space Access Hatches and Doors: Access doors from conditioned _C Issued spaces to unconditioned spaces such as attics and crawl spaces shall be envelope. Such rooms shall be sealed and insulated in accordance with the air leakage test shall not be required where ducts and air handlers are located - ■ ■ weatherstripped and insulated to a level equivalent to the insulation on the envelope requirements of Table N1102.1.2,where the walls,floors and ceilings entirely within the building thermal envelope. A written report of the results of the '� Buil I surrounding surfaces.Access shall be provided to all equipment that prevents shall meet a minimum of the basement wall R-value requirement.The door into test shall be signed by the party conducting the test and provided to the code9 damaging or compressing the insulation.A wood-framed or equivalent baffle or the room shall be fully gasketed and any water lines and ducts in the room official. U retainer is required to be provided when loose-fill insulation is installed,the purpose insulated in accordance with Section N1103.The combustion air duct shall be J of which is to prevent the loose-fill from spilling into the living space when the attic insulated where it passes through the conditioned space to a minimum of R-8. 18. Building framing cavities shall not be used as ducts or plenums. D&O%ara'O',� e n t access is opened, and to provide a permanent means of maintaining the installed 19. Mechanical System piping insulation shall be capable of carrying fluids above 105' R-Value of the loose-fill insulation. F or below 55' F with a minimum of R-3 insulation. Window/ Door Type (U) Factor S.H.G.C. Remarks W 0 Double Hung Windows 0 PLUMBER RISER DIAGRAM TYPICAL INSULATION DETAILS 30 °3° Dates : Q Casement Windows 0.30 0.30 4/21/22 Issued to Building Dept. N Awning Windows 0.30 0.30 6/13/23 Issued for Construction PLUMBING NOTES 3 6/26/23 As per Town Comments 3"0 vent thru roof -r . .# 0 Hinged Doors 0.30 0.30 (typ. all vents) o0 Roof J L T Roof Sri 1. All plumbing work to be installed in strict accordance with the 2020 ff,. #j,> - Sliding Doors 0.30 0.30 Residential Code of NYS and local codes. ' {;3�fcz,., uxN 3"0 1 Wet Bar vent Powder 2. All Soil Plumbing Lines which need to run Perpendicular to Floor Joists { Skylights N/A N/A Room shall be located as close as possible to center joist span to maintain i T structural integrity of joists. Refer to the framing section of this sheet. 'L# r3. Materials for water supply and distribution systems, per tables P2906.4, `` ; 2"0 1-3-0 P2906.5 and P2906.6 of the 2020 Residential Code of NYS. > - If Air Barrier Sealing is required, refer to air barrier& installation schedule below. vent I vent -1Y"� ''>?. N - See Typical Insulation Details, same sheet vent ` , Sink I I 4. Materials for drains,waste.and vents, per tables P3002.1(1), P3002.2(2), Lay. P3002.2 and P3002.3 of the 2020 Residential Code of NYS. a } 0 No. Date Description 5. All exterior hose bibbs are to be frost-proof type. Sr};,, 6. In areas prone to flooding, drainage,waste and vent systems shall be Project First Fir. First Fir located and installed to prevent infiltration of floodwaters into the `, F.A.I. systems and discharges from the systems into floodwaters. Proposed C.O. ; ; Air Barrier and Insulation Installation ScheduleTableN1102.4.1.1 (402.4.1.1) " / 7. In areas prone to flooding,vents shall be located at or above the typical ceiling insulation 2 3"0 2"� / design flood elevation. (see insulation schedule) PoolHouse waste waste waste / Component Air Barrier Criteria Insulation Installation Criteria 8. All plumbing fixtures to be installed as per Chapter 27 of the 2020 C.O. / Residential Code of NYS. A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall not be used as a sealing material. 3"0 waste / 9.Vents: General Requirements The exterior thermal envelope contains a continuous air barrier. 1/4" pitch Roof Extension (sect. P3103.1) For Breaks or joints in the air barrier shall be sealed. To Existing Open vent pipes that extend through a roof shall be terminated not less fir. Sanitary System than 6 inches above the roof or 6"above the anticipated snow accumilation, ? p U The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceiling/soffit shall be aligned with air whichever is greater.Where a roof is to be used for assembly, as a t.} insulation and any gaps in the air barrier sealed. barrier. Javier promenade,observation deck or sunbathing deck or for similar purposes, Plumber Riser D I a g ra m Ceiling/Attic open vent pipes shall terminate not less than 7 feet above the roof. { Access openings,drop down stairs or knee wall doors to unconditioned Fernandez Not to scale Frost Closure(sect. P3103.2) typical exterior wall insulation } attic spaces shall be sealed. Vent extensions through a roof or wall,shall be not less than 3 inches in (see insulation schedule) plywood sheathing The junction of the foundation sill plate shall be sealed. Cavities within comers and headers of frame walls shall be insulated diameter.Any increase in the size of the vent shall be made not less than The junction of the top plate and the top of exterior walls shall be by completely filling the cavity with a material having having a thermal & Lisa 1 foot inside the thermal envelope of the building. {,Yi sealed. resistance of R-3 per inch minimum. Walls Knee walls shall be sealed. McK eon 10. For trap sizes,see table P3201.7 on plumbing riser diagram j typical siding The junction of every stud,top plate&shoe plate to exterior sheathing Exterior thermal envelope insulation for framed walls shall be installed j shall be continuously sealed in substantial contact and continuous alignment with the air barrier. _ _r 5135 Indian Neck Lane Windows,skylights The space between window/door jambs and framing, and Peconic NY SIZE OF TRAPS FOR PLUMBING FIXTURES table and doors skylights and framing shall be sealed. P3201.7 ;`{> Rim Joists Rim t oists shall include the air barrier. Rim I oists shall be insulated. Plumbing Fixture Trap Size , Jurisdiction The air barrier shall be insulated at any Floor framing cavity insulation shall be installed to maintain permanent Bathtub(with or without shower head 1-1/2" < and/or whirlpool attachements) 37 Floors includin exposed edge of insulation. contact with the underside of subfloor decking, or floor framing cavity g Town of Southold insulation shall be permitted to be in contact with the top side of Bidet 1-1/4" above garage and sheathing,or continuous insulation installed on the underside of floor Suffolk County ;r cantilevered floors framing; and extends from the bottom to the to of all perimeter floor Clothes washer standpipe 2" i�}` 9� p framing members. Dishwasher(on separate trap) 1-1/2" grade Exposed earth in unvented crawl spaces shall be covered with a Class I Where provided instead of floor insulation,insulation shall be Drawn By: A� Floor Drain 2" new p.c.slab - Crawl space walls vapor retarder with overlapping joints taped. permanentley attached to the crawl space walls. M p .�'� - w Kitchen Sink(on or two traps,with or without dishwasher and food waste disposer) 1-1/2 Duct shafts, utility Laundry Tub 1-1/2" Shafts, penetrations penetrations,and flue shafts opening to exterior or Checked By: ;, hR. v ,4 unconditioned space shall be sealed. M.A.M. 24" .y:.y Lavatory 1-1/4" Batts �- in narrow cavities shall be cut to fit, or narrow cavities shall be 1Z�E'/y�C'" Job No. 0:� showerhShower ea(based and the totbodyspal flow rate through rigid insulation Narrow Cavities filled s insulation that on installation readily conforms to the available �,�O F e (see insulation schedule) cavity pnsu 2220 flow rate: 5.7 gpm and less 1-1/2" more than 5.7 m u to 12.3 m 2" new p.c. Air sealing shall be provided between the garage and conditioned Sheet Ti gpm p gpm Garage Separation more than 12.3 gpm up to 25.8 gpm 3" foundation wall spaces. more than 25.8 gpm up to 55.6 gpm 4" Recessed lighting Recessed light fixtures installed in the building thermal envelope shall Recessed light fixtures installed in the building thermal envelope shall E n e y Notes be sealed to the drywall. be airtight and IC rated. Batt insulation shall be cut neatly to fit around wiring and plumbing in - Insulation S c h■ Plumbing and wiring exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Plumber Riser The air barrier installed at exterior walls adjacent to showers and tubs Exterior walls adjacent to showers and tubs shall be insulated. Typical Shower/tub on exterior wall shall seperate them from the showers and tubs. n s u I ati o n D eta i I Electrical/phone box on The air barrier shall be installed behind electrical or communication exterior walls boxes or air-sealed boxes shall be installed. Sheet Number HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the subfloor or drywall. When required to be sealed,concealed fire sprinklers shall only be sealed in a manner that is recommended by the manufacturer. 2 Concealed Sprinklers Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. Proposed septic .. :{ system I see approved plans , N �8�44 "'00 � I�8.08' � -- -- -- _ _ -- -- -- -- -- -- __ _KA i c h iva � osed C) 1 i prep-f by pergola oO LP '� C r� r� C� 1 over patio on �' 15' accessory r I = � grade — - _ _ry st uct re setback STORM WATER N 1 20' 3.7' Proposed C (22' height - - Arc h i tEE� Ct outdoor E = I RUN-OFF CALCULATIONS : 50'-0" ' --- ---- 1i-i 3 5 shower I I 21 Main Street Stony Brook NY 11790 Proposed to _ DW Co I �� POOI House oo __ fo ayw reff proposed 8' dia 8' I ' phone. 631 686-6585 ROOF RUN-OFF: 1 -po - tall drywell for pool I I fax. 631 686-6786 • Run-off Factor= 1.0 ' proposed— ;- - 20' 3•5 house and garage I email. MMacrina@MMArchitectAIA.com stepping n ------------- , pp 9 3.7 1 web. MMArchitectAIA.com • Rainfall =2" (.17') stones ❑ `- _- __ 1 - • Pool House Roof Area = 350 sf 1 1 _ -- - -r-`T �I i � concrete 24' � plans 1 + _.�—� landing I These property ofhe architect. service and are 1 - T�--' • Garage Roof Area =720 sf / ❑ r0 osed I 1 Infringements of the concepts and design ideas p . -,-- - \ 1 presented on these drawings shall be prosecuted Total Roof Area = 1,070 sf = ! proposed 20'x40' patio on' 1 to the fullest extent of the law. Copyright 2020: p p grade__' Proposed I Michael Macrina Architect, pc. All rights reserved, r in ground pool cente arage_ b I no part of the plans may be reproduced without ' - with p 1 Garage M ( the expressed written consent of the architect. • Volume Required = center with bilco door i- M (filed seperate) I , rainfall area run-off factor I I = and proposed garage I (rainfall) ) ( ) I J 17' x 1,070 sf x 1.0 = 182 cu. ft. I i = -;_=_ -_r _= --�-- '-'= i11 I I Drawing Status 1 I I• Drywell Required = i 24' 20-8" 1 I 8 ft. dia. Drywell Ring - 2.24 cu.ft. per foot of height .�". I 182 cu. ft./42.24 cu.ft. per foot of height=4.3 ft. I _ Issued to 1 " J �_/new ' • Provide: =a) o 1 ' = driveway I ' (1)8 ft dia. x 8ft tall drywell ring i =W ' -H I I N I I 0 1 1 n � � ll� 1 e aren I N Q cu L I I I t, a o p existing �`, o o I septic � II , Solid Cover (Traffic Bear'g) I I ! a. Grade � � I � Ik,_ ,' existing12" min 1 6" SDR-35 sewer pipe I 24" max j 1 �I outdoor , �. I shower II Dates pitched minat imum foot �--Traffic Bear'g Dome i I I existing I 4/21/22 Issued to Building Dept. I 1 = existing bilco �� () , O g p ® ® ® ® ® ® landing 6/13/23 Issued for Construction ® ® -4,000 psi Reinforced I I door existing ' ® ® ® ® ® ® I Conc. Rings (typ) I = ( new ® U9 -1 E] EA r-A I II deck driveway I 6/26/23 As per Town Comments x I �` y , j ® ® ® ® ® ® ® �j—3'-0" min. Collar = " I ® ® 1 Iac I Backfill w/Clean I existing, 0) Wrap drywell with ilill. ® ® ® ® ® ® �x I Sand & Gravel ' A/C unit Existing landscape fabric ® ® ® ® LA � One-Story® ® ® ® � ® � � I If unsuitable /clayey soil is I I Dwelling uncovered at base of drywell L--- ' � •. Add a wick down to sand �Ground Water 4 1 � existing D e 11 D eta i t ' ~� landing17- Project, I 1 ~ M M 1 No. Date Description -_ 1 not to scale 1 - 1ji I 1 new ' "-- Proposed walkway - WATER SERVICE NOTES: - Pool House 1. Install piping on property,4'-6"deep below finished grade,from the building to the existing vault(tie in at authority's copper tail) 1 1 o existing j f J For 2. Type"K"soft copper pipe,with a minimum of 1"inside diameter. 1 well 1= 1 O 3. Maintain 1 Oft separation to all other utilties&septic system. existing 10 Javier 1 driveway 80 to Fernandez z & Lisa S -T8o44'00" W 50.0' McKeon 5135 Indian Neck Lane 1 r� C i -In Neck I-ane Peconic, NY Jurisdiction Proposed Site Plan Town of SoutholdSuffolk County .1 20' Drawn By: ZONING ANALYSIS THIS IS AN ARCHITECTURAL SITE PLAN M.P. BASED ON INFORMATION FROM A v lot size - 42,650 sf SURVEY PREPARED BY: Checked By: Young and Young M.A.M. *rlLr Zone = R-80 Riverhead, NY ' 0 � April 17, 1985 Job No. ��®F l a� Main Dwelling 2220 front = 60' Sheet Title/:X side min = 20' side total = 45' Site Plan rear = 75' accessory Accessory Structures - Zoning Analysis side and/or rear = = Drainage Calcs 15' setback / 22' tall g max size = 1,200 sf Sheet Number NOTES Plan Key Notes ar An1. See sheet G-2 for insulation specifications. 36"wide x 24"deep x 36"tall vanity with 1"filler ` counter top to be selected by owner " 2. Install smoke detector in pool house as required by the 2020 (5)14"deep wood shelves to be painted RCNYS, sect. R314 and noted on sheet G-1. lJ space shelves equally A A 3. Install carbon monoxide detector in pool house as required by the 2020 RCNYS and noted on sheet G-1. LEGEND i C,` h -a E� I ei n -a C �, i 11'-62" 6'-114" 29'-6" Structural post min. LA (2)2x6 unless noted Arch of pier of pier 20'-0" 3'-6" 6'-0" typical exterior wall itEE� ct NOTE otherwise on plans Top of Wall Top of Slab Seat " " ( \/ Concrete to be 21 Main Street Stony Brook NY 11790 �) 0'-0" down 6" 5�_4 1'(R-10)rigid insulation tom' 3,000 psi min.------------7---------------- New framed walls �-' y LO 4"Poured Concrete Slab / \ Taller/lower wall (refer to sections) or phone. 631 686-6585 over.006 Pol 'ethelene 2 x6"P.T.shoe plate 1 I Y fax. 631 686-6786 to CrQ I >� x v �' v I Vapor Barrier Above subfloor A.S.F. email. MMacrina@MMArchitectAIA.com No i Top of Wall o, top of foundation 0'-0" N - 1 . " I web. MMArchitectAIA.com 2"above patio a►. teco =install Simpson strong tie joist hanger 18"dia. poured concrete ' S2"I - - - - - - - - - - - - - - - - - �I 1" = 0-0 a ( p ) pier 36"below grade min. I I 18'_8" 2 a °a • These plans are an instrument of service and are On undisturbed soil.To of I I - - --- �'� the exclusive property of the architect. p typical anchor bolt S.D. post ier to be'ust below post I a , .�, Infringements of the concepts and design ideas P J 1 t hardwired/interconnected above above L___ ____ __ oo — presented on these drawings shall be prosecuted finished grade and patio. i Slab on Grade - = � _ 2 5 smoke detector to the fullest extent of the law. Copyright 2020: 2' R-10 rigid Michael Macrina Architect, 1 1 Fill &Tam in 6" lifts fora 4"thick 1` - ( ) " I C.M. pc. All rights reserved, I T® p 1 --* ------ I insulation at all 5.5 no part of the plans may be reproduced without hardwired/interconnected k poured concrete reinforced slab with - - -- t I I I exterior walls to be the expressed written consent of the architect. #4 at 12"oc each way, over clean sand 1 installed horizontally ca00 rbon monoxide detector _ .-,N 1 over 4" (3/4") crushed bluestone, all =o 17 o tcilet F`' t I e I 1 Cl I compacted to 95/o Relative Density I 1 I Unex vated 3 I 1 3 M N `� 1 8"thick poured concrete a' d s Thermostat T Drawing Status io 8" 1 above 21•�, 1—� F—I 1 1" 9 " '` 1 "' `� foundation wall °'8� _ 22-2 � ,, 1 . 1" 4 2 •< � t Wall New Foundation a --------------- - - On Footing ci I N (2)#4 _ top of wall (0'-0") --------------- Issued O post post 1" I under slab 1 j ;j ;:. r- ------- - °° Rebars -------------- rigid insulation �-' above above 5- Q 2 ,� " ___ Lower Top of Wall 0 18"dia. poured concrete I 18-8 I .^ Top of Wall pitch slab to (see plan) pier 36"below grade min. _ _ _ _ _ _ _ _ _ _ _ _ _ _ .. floor drain = t--16 Buildino., P 9 I 1. oo d a = 6 on undisturbed soil.Top of I 1 1 2 �x�� pier to be just below I _ 1 Top of slab art seat down 8" Detail Symbol �.N ep finished grade and patio. ; ca I Foundation ®- - ,v Typical ---- ------_ -L--------- --------------- ------ --- J Wall Detail post from "' Top 1- Wall Top of Slab Seat post from 8" Required Hold Down above 0'-0" down 6" above 5'-4" Location (see detail) of pier of pier 20'-0" S-6" 6'-0" , , Post From Above � Dates 6'-114" 29'-6" 6'-0" O.C. 6" min. 4/21/22 Issued to Building Dept. 12" max Rigid Insulation Below Slab 6/13/23 Issued for Construction q TYPICAL TYPICAL 6/26/23 As per Town Comments V E SPACING CORNERS N UTILITY SERVICE NOTE Proposed Foundation Plan 'Simpson'BPS%$-3 not-dipped gate. General Contractor Shall Locate & Stake 3"sq.Washers& Out All Exist' Utilities Prior to An 1/4" _ '1 '-O" End Nut Setup g y plan north Excavation. The Utilities Shown on Plan are Approximate Locations Only. (1)sill plate see fnd.wall details _E 5/8"dia.Anchor Bolts r-E - No. Date Description E First Floor Exterior Door/Window Schedule Project poured concrete q foundation wall Model # Remarks Proposed A-4 Typ. Anchor BOIL Dtl. First Floor PoolHouse 23'-6" 6'-0" Not To S ca I a 101 FWG16080-4 temp.glass with screen 20'-0" S-6" 102 FWG808OR temp.glass with screen For 103 OMIT 52" Javier 1" 24"x84" A01 CR12 center with ridge unless noted 9 2 16'-92" �" 24" LTop of all a' otherwise on plan 5- --- 11 9'-8" M Fernandez -L___ --- 32 1 I C 1i" a) U0 A02 CR12 center with ridge o i fi --- sloped Pool u' i brackets ceiling 11 Exterior Window and Door Specifications & Lisa 1 above 1 House �24"x84' 1 P 'o I 1 = A ° / 'o Vaulted Clg. M B / All windows&exterior doors are to be'Andersen"400'Series ________ _ out or McKeon :2 1 Powder Sower -Low-E4 smart sun insulated glass 0 0 o Is I ridge beam above see roof Ian - x84" 1 1 Room = _ _ XX -Exterior color to be black ------------9 ( plan) ___ _____ _____� 1 ee patio 0 0 0 A01 _I I 102 I 1 I 9'-8"cl 1 Ian I 1 -Full divided lite grilles with spacer bar as per elevations(7/8")- ^i ��^ plan) A02 Tru-scene insect screens 5135 Indian Neck Lane to 4 / -window hardware color to be black a) C1411 Peconic NY -0 m 1 down 2" 1 S.D. _ 1" EF ca i i Tile flooring to i - 1" 3 -interior color to be black o i i be selected 'n J 402 Typ. Door Jamb F rO rYl -door hardware to be selected m i brackets 1 C.M. Y Jurisdiction o N above 1 sloped ! r P e rp e n d i cu I a r Wa I I Contractor to consult with client prior to ordering for exact selections. _1 o i ceiling 1 Wet Bar --_-_ ---__- 3•• _ -1 •-o" Town of Southold L L - -- - sub 17'-1" 24": 1" � To Wall rn 52 panel ;ref. 52 M shower enclosure NOTE Suffolk County down 2" i 201" 1---- 4 Concrete to be 1/2"Premolded Filler 3,000 psi min. _ At Perimeter Drawn B 101 i i i 2"thick bluestone 2"x4" P.T. shoe plate M.P. , E—brackets above brackets above N top of foundation It- Checked B st ag'° 1 1 1 1 1 1 0' LJ LJ I -0"match poolhouse fnd.ht. HVAC SYSTEM = � , 1 1 typical anchor bolts M.A.M. 00 ' irn de varies -- ------------- ---- -----------------------J to be a wall mounted '. Job No. finished grade Koverhang above I I 2220 (see roof plan) ductless a/c unit by IV 3Y"` of door 10'-0" 10'-0" 'Daikin' Polara (A/C only) slab(see plan) Sheet Tit 8"thick poured concrete 20'-0" 3'-6" or approved equal foundation wall E Fou dation Plan 23'-6" 6'-0" Provide 2"x4"Key M ' .. - Floor Plan A °° (2)#4 - Details q� Rebars _•. ��' Proposed Floor Plan Sheet Number : 1/4". _ i "_o". Outdoor Shower plan north Foundation Wall 03 't LEGEND STRUCTURAL POST min. (2)2x6 unless noted otherwise on plans NEW FRAMED WALLS A A-4 TALLER/LOWER WALL for 7:,777 (refer to sections) C r n .'a ABOVE SUBFLOOR A.S.F. YkrchitE�.% ct 65'-0" SOFFIT ABOVE/WALL 20'-0" —3'-6" 6'-0" 16'-6" CABINET ABOVE _Z_ 3" outdoor shower - - 21 Main Street Stony Brook NY 11790 12'-0" 6'-9" TECO= INSTALL SIMPSON STRONG pergola TIE JOIST HANGER phone. 631 686-6585 fax. 631 686-6786 5 " 52" EXHAUST FAN (min. 100 cfm to be EF email. MMacrina@MMArchitectAIA.com pre-fab PVC pergola vented to exterior) web. MMArchitectAIA.com kit to be selected S.D. These plans are an instrument of service and are Hardwired/interconnected �y the exclusive property of the architect. Smoke detector 7R Infringements of the concepts and design ideas 1" presented on these drawings shall be prosecuted c� 5-82 C M to the fullest extent of the law. Copyright 2020: I I 31" Hardwired/interconnected Michael Macrina Architect, pc. All rights reserved, I 2"thick bluestone floor drain pipe carbon monoxide detector JC7C no part of the plans may be reproduced without = 1 -- - r---- - - I I to dywell the expressed written consent of the architect. -x•, _ �__ I r _---__fi---- 1 I pavers over p.c.slab r, 11� = _=_--- ---_----_---- III I Thermostat T I --- - - -- - --- -_= I I I I ______________ I i i brackets 1 I Drawing Status _-_- _ -------_----_----_----_ I above - ------------- --1 1 /"' _ / 1 7_1 rKV _ __—____—____'_ ___III I 1 t- 1 1 ^1 I r7 I -_----_---- - O I I I col I 30"x84 ` \J = i T--------------------------- @ ai i I I centered _ � Issued to cD O o .- J�_---------_-----_------- rn L------------------------------------------- -----J I O ---- .1 I o 1 1 1 1..- --1 I I c 2 1 Down 2" I I O E— cn N I N iV 1 — _____ I ca I r--------------------------------------------- -----1 I —� 1 ifl--_----_----_----_ N I III ( UtdOOr in cfl0_ 1 >viI S weri----- buildino, I t——------------------------- I ° 1 - - i [� -- --r- pitch to drain = o 1 r-----------------------_ ------! 1 1 I Pool 16"seat (tyP• ) 111 - ---- ---- ---- ---- --f11 'll - 1 I all sides •-x� n� 1 1 brackets . _ i House ' —ill I above 1 I _________—_________ I ---- ' --- --- -'- L- -- ---- ------ ---- _ (see sheetA-1) I u7 I — - _ -- _ -—- - __ I I i..-------- ----1 --- ----- -- -- ---------------- I L---------- " 42" 6'-0" 32 outdoor shower F, ------------------- -------------------- 1IDates 2 c I I I Down 2" 5� 51" � i I i 4/21/22 Issued to Building Dept. " • 1 I I — --I-1 1 •rn Q I I I —I I I Q " 1 1 1 —brackets above brackets abo e 1 1_ 6/13/23 Issued for Construction 3 6'-9" i- er oa LJ LJ 1 6/26/23 As per Town Comments i = I x O I _-- I O 24"x24" 1 - 1 1 L--------------- - - -IJ _ a' stepping -overhang above _, - stones (see roof plan) 13'-0" 20'-0" 26'-0" Proposed o -- r Patio ' -- i- -- (on grade) A-4 0 - - O - No. Date Description 1 59 0 ---- --- --1 -- � ' " i - - ------ -I i� Project bluestone pavers ~- to be selected 71 ( Proposed --------- -._ - 1--- I 1 --- --.1- t .-.— ------- ----- -- ---- ----- - - - ------- - ----- - - � - T-r ----- Pool House --� r For O A M Javier CID � Fernandez o o 0 bluestone pavers b o isa Proposedto be selectedQ_CD In-ground Poolo 0 0 (�( N N N (to be filed as separate application) _ N McKeon - 5135 Indian Neck Lane - Peconic, NY 12" 12" - Jurisdiction 24"_ 40'-0" T 15-0" Town of Southold �_--- Suffolk County i N I i I 1 o ---- - O Drawn By 1 ----- -- - - ---- -- 1 ID rZ n ----- '� M.P. - . Checked By: ur r M.A.M. Job No. °J 2220 O F 3'-0" 40'-0" 16'-0" Sheet Titl'. 6'-0" 59'-0" Pati 1 n 65-0" Proposed Patio Plan 1/4" _ '1 '-O" plan north Sheet Number: Owl FILLER BLOCK ROOF PLAN LEGEND PLATE ONE 16d TO FILLER WALL --------- ----------- _ BLOCK TWO 16d THREE 16d BELOW ROOF ------"------------------"" TO FILLER -12 BLOCK INDICATES ROOF PITCH 7q X 16d STAGGERED BEARING WALL C a E 16d 12"O.C. 12"O.C. BELOW ROOFLILIL7_Z7.17_- TO SPACER VERTICAL STUD INDICATES AREA OF a C r l n a STAGGERED DOUBLE ROOF FRAMING WALL THREE 16d /krch ite. Ct Fill Void with STUD 10d TOE- TO FILLER INDICATES POST BELOW Rigid Insulation NAILED BLOCK 21 Main Street Ston Brook NY 11790 Prior to Sheath'g TO SOLE ° INDICATES STRUCTURAL - - y SHOE BEAM BELOW ROOF phone. 631 686-6585 INDICATES SEQUENCE fax. 631 686-6786 " OF ROOF FRAMING 2 email. MMacrina@MMArchitectAIA.com SHOE web. MMArchitectAIA.com These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas Detaioft typical exterior oft iCc21 presented on these drawings shall be prosecuted l p yp Detail I yP p NOTE TO FRAMER to the fullest extent of the low. Copyright 2020: partition intersection exterior corner post Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without nc>t tc> SCaIe nc>t tc) SCaIe the expressed written consent of the architect. All overhang sizes noted on roof plan are rough framing from outside face of stud wall Drawing Status to outside face of sub-fascia and sub-rake. A IssuedBWL 1 BWL 2 Braced Wall Paneluil inC 3'-9„ ,6'-0" 3'-9° Construction Assembly A-4 offset spacing between BWL 1-2 offset End condition#1 as I Table R602.10.4 of the 2020 RCNYS qe , �� per figure R602.10.7 I of the RCNYS I End condition#1 0. Method CS-WSP: (continuous) sheathed wood structural panels) per figure R602.10.7 Y P ) " q g 3.0'wide B.W.P 3.0'wide B.W.P of the RCNYS Exterior sheathing (min. 1/2"plywood)attached with 8d common nails 1 2 s u a r e cut f c1 s c i c� o ve r h a n 4.0'wide B.W.P method CS-WSP method CS-WSP\ • method CS-WSP I I (0.131"shank x 2.5"long)at 6"oc at the edge and 12"oc in the field and • Interior gypsum board attached as per table R602.3(1)with 1-1/2"galvenized „ -IZIT7Z7ZlTlI7lT_Tl7T7T7_71TZTIlZZIZ7_Z1TTZTI� 4-6 provide(3)2"x6" roofing nails or 1-5/8"screws type W or S at 7"oc at the edge and in the field. 1H j blocking for bracket I i 3.0 wide B.W.P o (see details,this sheet) Dates I I M attachment each side I I I method CS-WSP 1 6" rake 11 M o m __, i 12 ; ; i r---------- c 1 I 4/21/22 Issued to BuildingDept. of Toverhang r ------- __ _ _ _ __� a- _ _ _ _ _ _ _ _ -I Method GB: (gypsum board each side) p D� - - ------------- •-,c� 1 sloped `� $ i i ° m • Gypsum Board fastened at 8"oc at the edge and in the field for nails and 16"oc for screws. 6/13/23 Issued for Construction _a N o v ; ; f T o ,r, 1 (3)2'x6' jack Pool a - ---------- .c ceding 1-1/4"Ion annular-ringed,E; �' ; ; Q - I down to 0 1 I Nails to be 13 ga. 1-3/8"long 19/64' head, 0.098"dia., g6/26/23 As per Town Comments I x o ri (D I House o I I D; N : r1 I ✓ 'o J�! L I foundation v o de m 5d coolers or gypsum board nails 0.086"dia.x 1-5/8"long 9/32"head. I �I ;-L=------J ; j� o o/ 'I E I i provide bl�cking for Vaulted Clg. Room J Screws to be 1-5/8"type W or S. 2"x8"R.R. �, - N >c I 1 bracket attachment " L a at 16"oc CL of t 1 � N .° I n I _ I (3)2"x4 = Method GB on exterior walls-specified drywall on interior side with typical plywood sheathing _ `� i o brackets I I _-ridge beam above (see roof plan)- 11� post each = m on exterior side fastened as per typical nailing schedule. c ml ! (3)1 3/4"x1 4" Ivl ridge beam ,n o I - _ c - �, 2"x10" R.R. I -N ------- --------- ----- o side o o P tyP 9 _I 3 /! at 16' oc _I o I X above ------- ------------------------------------ --- `- x O -1 kv ✓ " 6'length) -- aa) I - ` 9' 8„cl o ( g ) I N X I post from ridge I IN g Shower Method CS PF: " �i L > I N I I post from ridge beam above see E � 12 Kj (4)2 x6"post down rn (4)2 x4' post down y o o" I ( • To be constructed in accordance with figure 602.10.6.4 see detail same sheet F7 IIi to header below to header below ; ; 12 I I beam above(see roof plan) g ( ) ----r- 8 °' II \ I r, I roof plan) I/ c Lj ; (see detail same (see detail same �; 8 m y11 I E Y Cl)I brackets I I sheet) o sheet) I , I v 1 In m ka -- I 0 ; ;" N I I I ( ai a sloped c- -9 below i I IJ� x o `-- 3 2 x6 ack down "- g Q 111 __ _ to - _ - Braced Wall Legend ------------ = I O j m o ceiling 12 CO "' r --- o ° _ _ -I No. Date Description --�.---- _ 6" rake �-- L------- P V I I - - - - M overhang 1 i -- - - \ ----------- = wide B.W.P ' 2"x8"C.J. Im i 4.0'wide B.W.P--- (4)2"x6"jack down (4)2"x6"jack down at 16 oc" method CS-WSP o a� -5'-21"-o Indicates spacing between braced wall lines Project „ , I 1 cn 2 x 1 2 flat valley sleeper 1 '`' method CS-WSP o foundation to foundation --I-- - i (4'length) o Proposed T771 -l� --- --------------- ------------------- , � i (3) 1%4"x16"Ivl header i -- Indicates braced wall lines (�� ; End condition#1 as I I rovlde rovlde 3 2"x6" I I 3.0 wide B.W.P Pool House 2"x8"R.R. N o ! .� a' 1 I p (3)2'x6" P O I I > -- 12 square I per figure R602.10.7 1 1 blocking for bracket blocking for bracket 1 I method CS-WSP co q at 16"oc 5.5 LO brackets-� I 12 square N of the RCNYS r I 1 attachment attachment cut fascia _ _ _ _ _ _ below cut fascia I - - (3) 13/4"x11_X"Ivl beam - - ! ! i End condition#1 as overhang beam below overhang / I I lE-brackets above brackets above I I per figure R602.10.7 - - - - - - - - Indicates braced wall panel _ L� �� I of the RCNYS (see structural plan) rn I I For 2.0'wide B.W.P B.W.P. braced wall panel - ------------- - - method CS-PF ----------- 2.0'wide B.W.P overhang above method CS-PF (see roof plan) 11„ 52"bracket 5 °bracket 11" 6„ 51"bracket 52"bracket - braced wall line intersection 16'-9" 36" 14" 16'-9„ 14" Javier 3„ 3" indicates holddown Fernandez install Simpson ECC66 for install Simpson ECC66 for header to post connection header to post connection secure with%"dia. machine secure with 8"dia. machine & Lisa A bolts as per manuf.specs. A bolts as per manuf.specs. A-4 A-4 Second Floor Plan Braced Wall Calculations Schedule r McKeon Proposed Roof Plan Proposed Structural Plan as per 2020 RCNYS, section 602.10 1/4•• = 1 •-O•• 1/4„ _ „ Braced Wall Line Code Section � 2 A B 5135 Indian Neck Lane 1 -O plan north strap each rafter to Peconic NY plan north ridge beam with Bracing Method table CS-WSP CS-WSP CS-PF CS-WSP Simpson' H2.5A 602.10.4 Min. Panel Length table 36" 36" 16" 36" Jurisdiction 602.10.5 extent of header with double portal frames(two braced wall panels) Braced Wall Line Spacing per 16' 16' 10, 10, extent of header with single portal plan Town of Southold frame(one braced wall panel) Required Bracing Length 60table 0.3(1) 3.4' 3.4' 2.5' 2.5' Suffolk County 2'-18'finished width of opening for single or double portal pony wall height min.3"x11 y Wind Adjustment Factors 602.10. "net header steel table 3(2) Drawn By header prohibited if y2"spacer is Top of Beam used,place on back-side of header 1. Exposure category 1.00 1.00 1.00 1.00 tension strap per table (see section) M.P. R602.10.6.4(on opposite side 2. Roof eave to ridge height 1.00 1.00 1.00 1.00 of sheathing) Checked By: k� r' -fasten king stud to 3. Wall height 1.10 1.10 1.10 1.10 L. fasten sheathing to header with 8D common or if needed,panel splice edges header with 6 16d j P P 9 i shall occur over and be nailed sinkers 4. Number of BWL per directio 1.00 1.00 1.00 1.00 M.A.M. galvanized box nails in 3"grid pattern as shown to common blocking over and l additional framing n be nailed to common blocking 5. Additional holddowns n/a n/a n/a n/a member directly above full-height blocking header to jack-stud strap per table R602.10.6.4 ! within the middle 24"of the fasten top plate to Job N0. 0312F'r' continuous rim braced wall panel full-height blocking continuous rim continuous along length •� on both sides of opening opposite side of header with two rows 6. Gypsum omitted n/a n/a n/a n/a p p g pp portal-leg height.One row of YP or end joist at 16"o.c.along of braced wall panel c r sheathin 3,225#min.rated strap) of 16d sinker nails at Roof Rafters Ridge beam 2220 O F' 1 or band of - 9( P) I 3"o.c.nailing is required in 9 braced wall panel i t i each panel edge 3"o.c.typ. 7. Gypsum board fastening n/a n/a n/a n/a perpendicular framing4. m min.double 2x4 framing covered with min.%"thick I i average adjustment factor 1.00 1.00 1.00 1.00 Sheet T' e toe-nail 3-8d nails at x typical portal frame construction g i }t� 8d at 6"o.c.along 8d at 6"o.c.along each blockin member o m wood structural panels sheathing with 8D common or / g g g 8d at 6"o.c.along 8d at 6"o.c.along B galvanized box nails at 3"oc in all framin studs, min.7/16"wood braced wall panel braced wall panel g X = g g( I Plywood Filler P P braced wall panel braced wall panel m o blocking and sills)typical min.double 2x4 post(king and structural panel each side E jack stud).number of jack studs sheathing iv min.length of panel per table R602.10.5 tper table R602.7(1)and(2). Adjusted Braced Wall Length 3.4' 3.4' 2.5' 2.5' St r u t u ra I Plan braced wall panel braced wall panel braced wall panel braced wall panel braced wall panel BracingLength Provided 3-16d at 16"o.c.alongsee plan for post size g 8.0' 6.0' 7.0' 6.0' R 3-blocking ach P p Braced Wall Plan 3-16d at 16"o.c.along braced wall panel blocking member 3-16d at 16"o.c.along -16d at 16"o.c.along min.reinforcing of foundation,one#4 bar top braced wall panel braced wall panel braced wall panel * and bottom of footing.Lap bars 15"min. _ Compliance (pass/fail) pass pass pass pass 2-16d nails each side I ! , _I I' (1)2"x6"each side to continuous rim additional framing perpendicular framing _t` ^I' sandwich ridge beam Roof Plan or end joist member directly above full-height blocking ° continuous rim full-height blocking min.footin size under o enin is 12"x12".A turned braced wall panel at 16"o.c.along or band joist continuous along length down slab shall be permitted at door openings. Section SHEATHING JOINT NOTE: braced wall panel of braced wall panel min.(2)%"diameter anchor bolt installed per section All Vertical Sheathing Joints are to Sheet Number : FIGURE R602.10.8(2) FIGURE R602.10.8(1) R403.1.6 with 2"x2"0%6"plate washer occur over studs. Horizontal joints in BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN Front Elevation Ridge Beam Post Detail a braced wall panel are to occur over PARALLEL TO FLOOR / CEILING FRAMING PERPENDICULAR TO FLOOR/ CEILING FRAMING FIGURE R602.10.6.4 and fastened to 2"x6" horizontal blocking METHOD CS-PF - PORTAL FRAME PANEL CONSTRUCTION 1-1/2•• = 1 •-o•• see tica rake top of ridge beam _ _ _ _ _ _ _ detail(shtl A-5) _ _ _ _ _ _ _ to of ride beam window trim (see sht.A-5) typical siding 12 L _l= 12 12 1_- 112 typical roofing 00 continuous blind 00 metal flashing %"x 2 Y"tapered cap '' continuous aluminum _I s with dripcut over ``' cap flashing r typical siding - _�_r___,__I L i a m_ --' ' '= typical siding o '� see typical rake `r o %"x8"frieze board ��.______________________________________ ____� typical siding s over%"pack out I late height -I 12 �:, �' t is I metal roo in �` detail sht.A-5) late height -. yP 9 - - - - - - /k- OIL_ ,�5-5 .2 12 12 1x6 vertical center-match r v h i tEE� ct typical roofing g �' 8 - r 8 siding over 15#felt overt" frieze board r �- ' CDX plywood sheathing 21 Main Street Stony Brook NY 11790 (see sht.A-5) _ _ _ _ 1 B y i a board a a _'_�_L_ J shed ht late , 9 header behind to of pergola _ _ _ tt n idi g phone. 631 686-6585 a e line of wall %"x 8" bracket(see behind tapered cap fax. 631 686-6786 bracket(see sht.A-5) bracket(see email. MMacrina@MMArchitectAIA.com 2CD .� web. MMArchitectAIA.com sht.A-5) pre-fab PVC pergola w sht.A-5) o N bracket(see kit to be selected ; co st o sht.A-5) `rj L 'ol o typical L 60 N heThesexcllans are an us exclusive property ofthe architect. t of service and are board and (U 1 I �o I ��: 3 Infringements of the concepts and design ideas 00 o batten o a' presented on these drawings shall be prosecuted a o -H siding j utdoor shower N to the fullest extent of the law. Copyright 2020: typical board and ; (see floor plan) ^ o Michael Macrina Architect, pc. All rights reserved, typical board and ; o no part of the plans may be reproduced without batten siding 102 batten siding typical board and 101 � the expressed written consent of the architect. batten siding o to of slab to of slab L_ 11 11 1 L----IL— d 11 111 11 1 1 to of slab Drawing Status �_ �� __-foundation wall below_E foundation see in wall below I tE c. piers below_ ( plan) E see find. Ian ice`jsee fnd. plan) see find. Ian i i footing (see ; ; ; ; -------------------------------- Issued to --------------------------------------------------------------------------------------J find. plan) L------J L------J -------------------------------------------------------------------------- ----------------11---------------- ■ footing (see • � • • Proposed Front Elevation fnd. plan) I I rlg Proposed Left Elevation p .. '1/4" _ .1 .-O" e a r L e n to of ride beam see typical rake to of ride beam detail (sht.A-5) - - - - - - - Dates window trim (see sht.A-5) typical siding 4/21/22 Issued to Building Dept. 12 6/13/23 Issued for Construction 0o i �12 00 typical roofing 6/26/23 As per Town Comments ;\ 12 j continuous blind s metal flashing 12 I t �r a continuous aluminum 12 __ i;., cap flashin typi see typical eave see i Ical rake detail sht.A-5 °' s ---------------------- P g detail sht.A-5 ( ) rake late height L 5.5� ,�(�_�' �- � late height ( ) detasee il typical A-5) Hal-- --- - - - - _ _ - _ 12 TT : typical roofing 8 IT 5/"x 2�"tapered cap shed late with drip cut over o� shed late %"x8"frieze board `V o - - - - - I frieze board -F i r height _ height typical siding over 3/"pack-out j (see sht.A-5) _ to of pergola bracket(see light fixture to line of wall behind No. Date Description be selected � Project sht.A-5) b1 .1racket(see pre-pre PVC pergola 0 0 typical board and `" typical typical board and sht.A-5) F U kit to be selected Proposed typical board and batten sidin i �r o g I board and batten sidin L co a, batten siding b� -C batten g �- ' Pool House outdoor shower ; siding o (see floor plan) CL o o v ; outdoor shower o (see floor plan) ; For to of slab to of slab to of slab foundation wall below E �� ;- foundation wall below Javier xE �E see fnd. Ian I(see fnd.plan) � � � ( plan) � p.c. piers below E --------------------------- J______----_____ ___________________________ _________--_______________________________________________________1_, (see fnd. plan) I ; 1D ri----------------r-L--r�-------------------------------i-r-J--r----------------1-� M r`- r' -r-�- --------- ' i , , i M footing (see I Fernandez fnd. plan) L------------------------------1------------------I-------------------------------------------------------------------------------------------- ------------J L------J L------J fi- footing (see Proposed Right Elevation Proposed Rear Elevation find. plan) & Lisa p /4" _ .1 •-O.. -1/4" = , .-O.. McKeon S1 A-5 5135 Indian Neck Lane _ _ _ - Peconic, NY to of ridge beam , Ne beam ti' (see roof plan) Typical Metal Roof Exterior Trim Boards Typical Siding Flashing Jurisdiction 12 12 Aluminum Standing Seam Roof Material Nantunket Grade'Maibec' 16"White Cedar Traditional Shingles For all Horizontal Wall to Roof Intersections, x a > color to be selected over All Exterior Trim Boards are to be Acre b Modem Mill Install Aluminum Coil Flashing. Town of Southold roof rafters Y installed as per the manufacturer's specifications°O 12 � � (see roof plan) yIN 12 ice and water sheild underlayment, continuously (sanded)to be painted or stained (confirm with client) over Henry Blueskin VP-100 air barrier membrane For all Sloped Wall to Roof Intersections, S2 ti S2 wrap up all adjacent wall surfaces a min. of 12" over sheathing, see sheet G-1. Install Aluminum Ste Flashing. Suffolk County A-5 �, I insulation 7`� over plywood sheathing(see sheet G-1) p g- A-5 Installation (see schedule) Install as per manufacturer specifications: Exposure All Window Drip Caps to be black aluminum. � I t5" Exposure To The Weather Drawn By -Install 2 fasteners per eve framingmember for trim late height - - POOI --\�`- _ every Finish s board applications. Solid body stain, 2 coats(color to be selected) M.P. �a� framed wall framed wall _ o� -Install over flat, solid substrate. House Typical Roofing P � 12" (see floor plan) (see floor plan) 12" s -All Joints are to be Glued with MFR approved adhesive Checked By: � ;� I PP Fasteners overhang p ang 04 -Utilize 316 grade stainless steel fasteners where insulation see n Attachment for each shingle shall be held in place M.A.M. F N necessa Architectural Asphalt Roof Shingles schedule ( �. necessary by two hot-dipped zinc-coated,stainless steel,or / header(see -0 -Cortex screw and material matchingplugfasteners for all to match existing over - aluminum nails or staples.The Fasteners shall be struc:plan) - I;-/ P GAF deck armour,continuously wrap u all adjacent Job No. � fascia, rake,frieze and window trim. Y P P J j ! I long enough to penetrate the sheathing by a min. wall surfaces a min.of 12". over plywood sheathing 2220 q -- -•1 wall cabinets ( ) of 1/2"and shall not be overdriven. see sht. G-1 `' OF li j I (see floor plan) Typical Sizes: Staples shall not be less than 16 gage and shall I / have a crown width of not less than 7/16" and Eave Protection: Install (1)Layer of Ice&Watershield Sheet Ti/tl . I' •Fascia Board- 1"x3"trim board over 1"x8"fascia board the crown of the staples shall be parallel with / N ' j (self-adhering polymer modified bitumen sheet)from the ! 'I •Rake Board- 1"x3"trim board over 1"x8"rake board eaves edge to a point at least 24"inside the exterior wall I' ! I.. door(see the butt of the shingle. door(see door-(see plan) •Frieze Board under eave- 1"x8"over 3/4"pack-out line of the building. E I eva• ions floor ! floor Ian j p oor_ Ian) Installation l p •Frieze Board under rake- 1"x6"over V4"pack-out -y �� ' ! ` � Low Sloped Roof Protection (2:12 to 4:12 pitch): Install an -_ � I I; �! ! •Window Casing &Sill see detail, sheet A-5 The Bottom Course shall be Doubled. > � , , ! g ( ) (1)layer of ice&watershield over the plywood sheathing. Sect o n ;!it base cabinets • s „ ,, - c.812b(see see floor plan Soffit- /4 x 6' V'-groove soffit Fasteners:All Fasteners are to be corrosion-resistant with to of slab d Ian III ( P ) -run parallel to pool house under all flat eaves ■ _f n p ) _ \ p rp p p g a minimum penetration of 3/4"into the sheathing. Use(6) - Exterior Specs -rune endicular to ool house under all slo ed rake overhan s I' b •Outdoorshowersidin 1x6verticalcenter-match Typical Board and Batten fasteners for each shingle. - •�. - - I g- 1 I I foundation wall foundation wall I 1 A-1 r: (see fnd. plan) (see fnd. plan) "; A 1 1"x2"vertical battens over + •. '� I 1"x10"vertical boards w/1/2"space between boards for Sheet Number : .,•,".,.•, footing below(see footing below(see ..•�ti ; I P J� foundation plan) foundation plan) J) expansion over ice&watershield underayment Gutters Material:Acre by Modern Mill (sanded)to be painted or Section stained (consult with client) All Gutters are to be 6"Half Round Aluminum & All Leaders(downspouts)are to Round Aluminum. 1/4" _ .1 '-O" Color: black STRAPPING DETAILS 11 Overhang see roof plan typical roof shingle �1 t ice and water shield required uplift force as per underlayment SIMPSON STRONG-TIE table R802.11 of the 2020 'CS20' Coil Strap RIDGE 5/4"x4"head over every rafter RCNYS - 149 pounds Ch ;EiE�� I ' trim board casing KA i X"dia.x7"long lag (see sht.A-4) I bolts and washers into i / (3) 8d Nails solid wood wall post 5Y" \ ATTIC (3) 8d Nails °° (5) 8dx1-1/2" Nails Aiiiiiii,rc h i teh, ct \ RIDGE to rafter Roof Rafter rake board BOARD (see sht.A-4) ° - N cv � (2) 8dx1-1/2" Nails to plates 21 Main Street Stony Brook NY 11790 2" BAYS ROOF ROOF ° BACK @ 48 o.c. RAFTER RAFTER o° SIMPSON STRONG-TIE 112A at each rafter phone. 631 686-6585 SECOND FLOOR Q (575 pounds) fax. 631 686-6786 soffit board(see sht 5 .A-4) 2" Nails email. MMacrina@MMArchitectAIA.com ' 3 O 8dxl-1/ 8 W to stud web. MMArchitectAIA.com 5/ casing side Rafter to Rafter Roof Rafter to Plate Thefrieze board casing (see sht.A-4) S1 Connection Detail S2 to Wall Stud Detail hesexclusiveans aproperty re an sof the architt of ect. and are o %, BLOCKING 2 BAYS a Infringements of the concepts and design ideas Mfr: Prowood market.com l BACK @ 48" o.c. presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2020: Model # 13T2 Michael Macrina Architect, pc. All rights reserved, FIRST FLOOR plate no part of the plans may be reproduced without Finish: Smooth (4) 8d Nails the expressed written consent of the architect. Species: Western Red Cedar = (8) 8d Nails If cripple studs are utilized over ►- CUT header,then provide one CS18 typical siding i N LENGTN strap from top plate to cripple stud (see sht.A-4) This bracket is to be ordered er• &from cripple stud to header Drawing Status Q c head as a structural bracket cedar plugs historic sill BLOCKING 2 BAYS 3 BACK @ 48 o.c. SIMPSON STRONG-TIE A (8) 8d Nails 'CS20' Coil Strap (8) 8d Nails over every tudTyicaI Window SIMPSON S TRONG-TIE Issued to Gable Wall Blocking (1,030 pounds 'cs18' Coil Strap over every jack & king stud not toBracket Detail Typical Rake Detail Trim Detail scale Buildilp _0 not to scale 3" = 1 '-O" 3/4" = 1 '-0'• (8) 8d Nails--Q �pfond.tion (8) 8d Nails Note to Electrician � s ��provide power for the wall cr1 ment mounted A/C unit. LocationSimpson SSP stud plate tieto be determined in field by owner& HVAC contractor LEGEND Gable Stud WaII Provide strap for SYMBOL SUPPLIED BY S3t0 Wall t D l each jack stud when S ud t " ( ) d Nails multiple jack studs are required I I INDICATES DUPLEX RECEPTACLE CONTRACTOR Dates II `- - 4/21/22 Issued to Building D I r-------- HH HH HH I I INDICATES QUAD RECEPTACLE Jack Stud at g Dept. L-------- Pool U HH S4Header Opening 6/13/23 Issued for Construction House I I INDICATES LED RECESSED CLG. I I ( I I l l •+� SIMPSON STRONG-TIE I 'N LIGHT FIXTURE CONTRACTOR 6/26/23 As per Town Comments I I HH SSP stud plate tie overhang HH I — ----- — INDICATES SURFACE MOUNTED CLG. SM over every stud (see roof plan) i HH HH Powder LIGHT FIXTURE -0 Ca (435 pounds) hip / valley > I I 4 10d Nails rafter sheathing `-° I L-- 1_____ L__ J I Room tj ( ) 'Simpson' L70 (see sht. G-1) cu I I ---- ------ ------------ ----- ----- I I O INDICATES PENDANT CLG. LIGHT p o i------ ------------ ------------ -------- ----i1 HH td pr FIXTURE �P ° e roof rafter ° I Y —Typical Roof Shingles howe �o� yp g I HH I _ INDICATES LED KEYLESS CLG. LIGHT ,�ICL s�� Q > I I r EF FIXTURE �P common Ice&Watershield Underlayment o\ i i HH T HH HH j Y rafter ° e I ( D INDICATES WALL MOUNTED LIGHT OWNER ° I , ; FIXTURE foundation ° ° I � , I --_-_ ---- INDICATES SURFACE MOUNTED LED SML i�lll L----- ---- HH HH HH ;ref. LIGHT FIXTURE � II lilil�i�lll No. Date Description double 2"x6„ ripped 2"x8"subfascia Project sub anel - 4 INDICATES SWITCH CONTRACTOR top plate p IIIIII i�l (3) 10d Nails INDICATES 3-WAY SWITCH �3 CONTRACTOR Common Rafter to Proposed III Hip/Valley Rafter Dtl. III III Pool House INDICATES 4-WAY SWITCH $4 CONTRACTOR Wall Stud t0 Sill Plate I HH� HHW HH l I INDICATES SMOKE DETECTOR SD trim board 1 1 1 I l l O around Pool House (see sht.A-3) I LJ LJ I INDICATES CEILING MOUNTED © For L-_____________ ______________ _ ---I CARBON MONOXIDE DETECTOR overhang above facia board (see roof plan) INDICATES WALL MOUNTED CARBON (see sht.A-3) MONOXIDE DETECTOR CM soffit(see Javier sht.A-3) SOFFIT MOUNT MOTION FLOOD ��pp gutter Proposed Electrical Plan LIGHT `-� FASTENING SCHEDULE : Table R602.3(1) of the 2020 RCNYS frieze board (See Sht.A-3) NOTE. This schedule does not include nailing for metal framing straps Fernandez (see sht.A-3) 1/4" = 1 '-O" (see section for strapping and requirements section for rough WALL MOUNT MOTION FLOOD LIGHT ° ° opening framing requirements). plan north ° All nailing is a general specification it applies unless noted otherwise.%4"packout Simpson Strong-Tie & Lisa (see sht.A-3) UNDER CABINET LIGHT LED CONTRACTOR -ABA46 4"x6" Post Joint Description No.of Nails Nail Spacing (LED) -ABA44 4"x4" Post PSPN516Z % -ABA66 6"x6" Post ROOF & CEILING FRAMING typical board and batten MSTC52 Rafter to To Plate (toe—nail) 3 10d common Per Rafter id RPs28 NOTES P c ) c ) McKeon siding(see sht.A-3) " ' S �+: ,�`•; i,' Ceiling Joist to Top Plate (toe—nail) (3) 8d common Per Joist •,\' "' '•«'11• •M•\•, • '• ' ": 1'\ '�•,M' :1' •° •"° •>•+•• Ceiling Jost t (face—nail) (6) 16d common •+ '� ':,',: `+•• :�' '�,' 1. WHITE DECORA RECEPTACLES&SWITCHES I o Parallel RafterEach Lap 5135 Indian Neck Lane Typical Post Base ��' •'}' s �.; %�, Ceiling Joist laps over• ••:_, • •" Partitions (face—nal) (3) 8d common Each Lap S 7 Peconic NY Connection Detail 2. CONTRACTOR TO CONSULT W/OWNER PRIOR TO Collar Tie to Rafter (face-nail) (3) 1od common Each End """ ''` �,''.' ��,`:' :','�.". INSTALLATION, REGARDING ANY ADDITIONAL EXTERIOR Blocking to Rafter (toe-nail) (3) 8d common Each End Typical E ave Detail a: MOTION DETECTOR&FLOOD LIGHT LOCATIONS. Rafter to Ridge Board (end-nail) Rafter c ;`• J «+,� ��.: �; (2) 16d common Per Jurisdiction . 3" = 1 '-O' WALL FRAMING 3. CONTRACTOR TO CONSULT W/OWNER PRIOR TO •'� ' ti^ ^' ATER OR PIPE �;''•' INSTALLATION,ANY ADDITIONAL LIGHTING, POWER, CABLE, Top Plate to Top Plate (face-nail) (2) 16d common 16" oc Town Of Southold ' M AND PHONE REQUIREMENTS AN LOCATIONS. p tions (face—nail) ( ),• ;, Q D To Plates at intersections a 4 16d common Joist—Each Side :r .•� ` 'A'; ti ,;;;* rn r Stud to Stud (face—nail) (2) 16d common 24" o.c. Suffolk County 'Y;: f,.; T 4. ALL OUTLETS TO BE 18"A.S.F. s 10 rr. on 16'o.c. Along Edges i m Header to Header (face—nail) 16d comm m { r :+ ;! `, (end—nail) 2 6d SS1.5 r" rn m °�:.• 5. ALL SWITCHES ARE TO BE ON DIMMERS. Top of Bottom Plate to Stud (e ) ( ) 1 common Per Stud rn :� NS1 t' a sotto Drawn By. t -� c m Plate to Floor Joist. "e• i' 4 tx ' t, Band Joist, (2) 16d common Per End Joist, or Blocking ( ) Foot M.P. A ,Cl- ' RECESSED LIGHT SPECIFICATIONSface—nail \ , Ns1 0 FLOOR FRAMING Q y;` Joist to Sill To Plate ) O Checked By. s q\ p or Girder (toe—nail 4 8d common Per Joist f` °I° N «`I All recessed light fixtures are to be 'Halo' LED H995 '", _ ° '•o �� s °„ �' g Bridging to Joist (toe—nail) (2) Sd commonM.A.M. ? ,,5'• � '' 4" New Construction AIR-TIGHT IC Housingwith RL Each End I NS1 n Blocking to Joist (toe—nail) (2) 8d common °''• U `', v Block' Each End '' l X a L 4 white LED trim kit module. �.Y w Job No. ,? ;" 9 p Plate (toe—nail) (3 16d common Each Block HSS2- S a' Blocking to Sill or To ) ''; i.. ; > '\+:', 9 P ( ) c ) Each Joist 2220 F P` = Led er Stri to Beam face—nail 3 16d common • .c Y LINES .;; ''' V ! . � •' ;;•; Joist to Ledger to Beam (toe—nail) (3) 8d common Per Joist ;' Shejle Band Joist to Joist (end—nail) (3) 16d common Per Joist HSS2-3-SDS1.5 + ";.kt Band Joist to Sill or Top Plate (t ) ( ) •' CONNECTION OF MULTIPLE PIECES (toe-nail) 2 16d common Per Foot NS1 ~ ' ELECTRICAL WIRING '` OF TOP-LOADED BEAMS(1) ROOF SHEATHING e 1 " 13 Width Pieces: St ra p p g Deta l s O �4' Structural Panels (see zone diagram) NS1 i� t �•'., ' �PSPN5162 LOAD BEARING WALL (with HVAC Chase) �•• • Minimum of 3 rows 10d(3"x 0.128")nails at 12"o.c. _ Interior Zone 8d common 12 o.c. Exterior Details MSTC52 • Minimum of 4 rows 10d(Y x 0.128")nails at 12"o.c. Perimeter Zone 8d common 6' o.c. PSPN58Z for 14"and deeper beams Gable Wall Edge Zone 8d common 4' o.c. ■ �•• 9 ( 9 CEILING SHEATHING - Electrical Plan a � • If using 12d 3%")or larger nails,the number .••� RPs28z of nailing rows may be reduced by one. Gypsum Wallboard 5d coolers 7' Edge / 10" Field 3 z"Width Pieces: WALL SHEATHING Plumbing , Electrical & HVAC Protection Guards • Minimum of 2 rows�"bolts at Structural Panels 8d common 6' Edge / 12" Field Sheet Number 24"o.c.staggered Garage Door Portal Openings ad common 3'oc into all framing n Ot t0 SCa I e (1)Load must be applied evenly across entire Gypsum Wallboard 5d coolers 7' Edge / 7" Field beam width.Otherwise,use connections for side-loaded beams. Additional nailing or bolting maybe FLOOR SHEATHING (Subfloor) required with side-loaded multiple-member Structural Panels A, 7 beams. Refer to current product literature. 1" or Less 8d common 6' Edge / 12' Field Greater than 1' 10d common 6' Edge /6' Field