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*eFsoveTown of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45851 Date: 12/19/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 5920 Indian Neck Ln Peconic,NY 11958 Sec/Block/Lot: 98.-5-17.4 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 02/11/2021 Pursuant to which Building Permit No. 45970 and dated: 03/23/2021 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: additions and alterations, including raised patios, attached two car garage, front and rear entry landings and second floor addition (recreation room with bathroom), to existing single family dwelling as applied for. The certificate is issued to: Francis Lupinacci,Jennifer Lupinacci Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-21-1186 11/25/2024 ELECTRICAL CERTIFICATE: 45970 10/07/2022 PLUMBERS CERTIFICATION: Brad Piecuch 07/28/2022 A on Si ature �O�SpEFOt�� TOWN OF SOUTHOLD aye BUILDING DEPARTMENT y 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#: 45970 Date: 3/23/2021 Permission is hereby granted to: Lupinacci, Francis 70 Washington St Apt 1 OH Brooklyn, NY 11201 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 5920 Indian Neck Ln., Peconic SCTM # 473889 Sec/Block/Lot# 98.-5-17.4 Pursuant to application dated 2/11/2021 and approved by the Building Inspector. To expire on 9/22/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,301.60 CO-ADDITION TO DWELLING $50.00 Total: $1,351.60 B ' ing Inspector OF SO�ryQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sea n.devlin(Q-town.south old.ny.us Southold,NY 11971-0959 Q �yCOUNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Francis Lupinacci Address: 5920 Indian Neck Ln city:Peconic st: NY zip: 11958 Building Permit* 45970 Section: 98 Block: 5 Lot: 17.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Owens Electric License No: 3372ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1 st Floor Pool New X Renovation X 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 66 Ceiling Fixtures 17 Bath Exhaust Fan 6 Service 3 ph Hot Water GFCI Recpt 21 Wall Fixtures 19 Smoke Detectors 5 Main Panel A/C Condenser Single Recpt Recessed Fixtures 59 Heat Detectors 1 Sub Panel A/C Blower Range Recpt Ceiling Fan 4 Combo Smoke/CO 4 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 65 4'LED Exit Fixtures Pump Other Equipment: _ Notes: Inspector Signature: Date: 1OH7122 S.Devlin-Cert Electrical Compliance Form Q��yQF SQ���O! Telephow(631)765-18 Town Hat€AUM s t N Fax(631)765-9502 54375 Main Road P O.Box 1179 ® �Q Southold,NY 1071-0959 BUILDING DEPARTMENT 4, TOWN OF SOUTHOID :,, pEC 1 2024 ju CF.RTIFICATYON Vate: Building Permit No. V owner._�0-0(� -�.•� —� (Please print) (Please print) F certify that the solder used in the Wafter surply system contains less than 2/10 of 1% lead. • ,i lumbers Sijiii- re) SWOM to before me t11is�- day of E LxA . 20 J-K SUSAN A.9-- Rim New York Notary Public,State No.01 R1h183459 cogon in S�l County 1,20;8( Notary Public, J _ County "l � Of SO//T�° # * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ON . I [ ] FOUNDATION 1ST [ ROUGH PLBG. ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL j ] FIREPLACE & CHIMNEY [ ] `FIRE SAFETY INSPECTION. [ ] FIRE RESISTANT CONSTRUCTION' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR (�� Of SOUIyo * TOWN OF SOUTHOLD BUILDING DEPT. `�courm '' 765-1802 : TION INSPE [ ] F UNDATION 1ST' [ ] ROUGH PLBG. [ FOUNDATION 2ND 1�Q`v ` [ ] 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 REMARKS: Av�&q �w ai� DATE 36 Z'��' INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION. [ ] FO NDATION 1ST [ ] ROUGH PLBG. [ ] O,UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &-CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION A ] FIRE=RESISTANT PENETRATION [ ] ELECTRICAL_(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: O 1 DATE �'Imo! a'� 'INSPECTOR �apF SOUTyO 111 # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPEC71] ROUGH ION [ ] FOUNDATION 1ST [ 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 REMARKS: , 4 AI W40#1-k VAJOC en DATE INSPECTOR SOUTyolo V V 0 I �T.)iAcA/ A az_o , # # TOWN OF SOUTHOLD BUILDING-DEPT. °�ywuHn 765-1802 INSPECTION ' [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ]_ FOUNDATION2ND [ ] 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 REMARKS: f t DATE 7 ZZ .INSPECTOR SOI/lyO� TOWN OF SOUTHOLD BUILDING DEPT. cou 631.765-1802 iNSPECTION [ ] FOUNDATION 1ST [ ] OUGH 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: Aow � n — 0 I-v Prc� . l DATE Zv INSPECTOR ho�aOF SOUTyo� } TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/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: I �dP -NoK,-" n-(40 f?wt/ svtmn WmLl- of �D vV ? DATE INSPECTOR 1.A4 ���► J OF SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. °ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL Ae-10- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] F RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR 111�.� �i � r°�F" • , COMMENTS FOUNDATION(1ST) 'FOUNDATION(2ND) VIA co 11 ©UN ROUGH,FRAMING& PLUMBING INSULATION PER N.Y; STATE ENERGY «� s . I Ott®iWL�� � ' ► � �1� .r�' M MA / ! • pit OWN ll��ljffl �d1 .r �r s 1 s�� SUFFo%roGy�, TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy off." Telephone (631) 765-1802 . Fax ((31) 7659502 https://www.southoldtownnxjgov Date Receive APPLICATION FOR BUILDING PE MIT .,.•K` .. . For Office.Use Only ,� ) �� i_ �,is �j� PERMIT NO. Building Inspector: F E B "1 1 2021 Applications and forms tnustbe filled bwt m thirentirety' Incomplete applications will not be accepted WFere the Applican�as notthe owner,an �,' Y�';F a .fin �- �^ Owner's Authonzat�on form 1Pege 2�shall be completed y c,c rr, �...M Date: �a.�9 - 20 01NNER(S)OF PROPEf�TY Name:Frank & Jennifer Lu inacci scrM#1000- p $ -.17. Physical address 5920 Indian Neck,Lane, Southold NY 11911 Phone#:(201.)5,75-52.85 Email:33'*ennifer@grriail:com/flupinaca @whiteease:com Mailing Address 70 Washington Street, Brooklyn NY 11201 70.NTACTPERSON' fi s 1 —_Name: _ - Michael Macrina Architect,p,C. MailingAddress:21 Main.street, Stonybrook .NY 1179:0 I.Phone#-,631-686 6585 Email: mmacnna@MMArchitectAiA com DESIGN PROFESSIONAL INFORMATION ` ' t Name:Michael Macrina Architect P.C. Mailing Address.21 Main Street, Stonybrook NY 11790 Phone#:631.-686-65$5 iEmail. mmacrina@MMArchitecfiAlA.com CONTRACTOR;INFORMATION Name: Mailing-Address: Phone#: Email: DESCRIPTION OF PROPOSED:CONSTRUCTION ❑New Structure ®Addition BAlteration ❑Repair ❑Demolition Estimated Cost.of Project: ❑Other $ Will the lot be re-graded? Dyes ®No Will excess fill be removed from premises? ❑Yes ONO 1 PROPERTY,INF.ORMA,TION Existing use of property:' family dwelling Intended use of property:' famll dwelling g Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to - � this property? ❑Yes ®No IF YES, PROVIDE A COPY. Check,Box After Reading. The owner/contractor/design professional isesponstble for all drainage and storm tnrater issues as provided by Chapter 236 of the Town Code APPLICATION IS HEREBY MADE to the ewldmg Department for"the issuance of a 3mldmg Permit utsua t.to%[ B'ordinance of the Town of Souihold,Suffolk,County,New York and:otherapphcable laws,Ordinances or Re ulaton p � ::;he wldmg2one' additions,alterations orfor removal or demo6t,on as herein described Theiapplicarit;a reesto`c m g s,for the construdian of bwldmgs housing code and,reguiatrons and to admtt authorized iPspectors an_ remises antl iri"g o ply with alEapphcableaaws,`ordmances,building code, p b�ilding(s)fior necessary inspections False statements made herein are punishable as a Cless A misdemeanor pursuant to Section,210 45 Qf:the New York State"Penal 4aw i Application Submitted By(print name): M t C lalcj r►nm RAuthorized Agent ❑Owner Signa#ureof.Appllic Arcw%*�e _+ant: P.C- :Date• STATE OF NEW YORK) SS.. COU NTY'OF ) Michael Macrina: Architect.? ing dulysworn, deposes:and says that(s)he's the applicant (Name of individual signing:contract)above named, (S)he is-the.Architect of said owner or owners,:an`d is duly au(Contractor,Agent; Corporate Officer;etc.) thorized to perform 0rhave performed:the said work and to make::and file this application;that allstatements contained..in this application are true to the best of h:is/her knowledge:ar d belief; and that the work will be performed-in'the manner set forth in the application file therewith. . DAMES LOUTS L.AR.USSO. SVUOrrt befO re the this Notary Public-State of New York tt NO:O1LA6275952 Tl` A_\ Qualified in Suffolk County _day of. : 20� My Commission Expires.Feb 4,2021 Notary Public PROPERTY OWNER.AUTHORIZATION (Where the applicant is not the owner) I Frank & Jennifer Lupinaeci 5920 Indian Neck Lane, Southold NY 11971 residing at do hereby authorize Michael Macrina Architect o� apply I on , my behalf to the Town f Southold Buildingypepartment for approval as described herein. it /a- -ZC)2,0 Owner's Sig re Date Frank & Jennifer Lupinacci Print Owner's Name z SUILDING DEPARTMENT-Electricaanecct&R �y0 G TOWN OF SOUTHOLD T o QWTown Hall Annex- 54375 Main Road - PO 66(PT oFpr o N of so Southold, New York 11971-0959 t/rHojo y,�� ,apt Telephone (631) 765-1802 - FAX(631) 765-9502 1 rogerra-southoldtownnyaov - seand(c-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2oZZ Company Name: c�,n 5 li—f eC4'r(c- (n Electrician's Name.: Owe, License No.: �572 --- M 1 ff- Elec. email• Elec. Phone No: (r31 -q.74 -r,,-zq J ®1 request an email copy of Certificate of Compliance Elec.Address.: :Pje w , JOB SITE INFORMATION (All Information Required) 51 Name: LQ in a, c-a Address: Cross Street: Phone No.: 5 Bldg.Permit#: 45 q -�O email: Tax Map-District: 1000 Section: Block: j Lot: aO B��RI�F DESCRIPTION OF WpRK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): WN'U� 4�a-5f- @m6 Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES NO ❑Rough In ❑ Final Do you need a Temp Certificate?: 0 YESJ�jNO 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 FJ2 H Frame D Pole Work done on Service? F1 Y N Additional'Information: PAYMENT DUE WITH APPLICATION �� z Town Hall Annex �`: Telephone(631)765-1802 54375 Main Road ': # Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT. :NOTICE OF UTILIZATION .OF.TRUSS.TYPE CONSTRUCTION PR&ENGINEERED; WOOD CONSTRUCTION ANDhOR"TIMBER.CON:STRUCTION Date . L�2co 121 Owner: and .ZeYlrlifer L-LAlDi naCCI Location of Property:. FJq 20 mndl omn N -CK. I.Q nC— SOW" Id tvy «a� i Please.take notice that the (check applicable line): New commercial or residential.structure _ Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in.the following loeation(s) (check applicable line):. Floor framing, including girders and beams (F) Roof framin Floor d roof fram` Signature:... Name pe on s itting this form):: Mi c,'rvacl `MacyrUn�fie.L'�' • P• �• Capacity LdWAA applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2016 �R—IT MIC-WALL MACRINA ARC-WITLCT9 P.C. 21 Main Street, Stony Brook, NY 11790 P. 631 686-6585 F. 631 686-6786 MMArchitectAIA.com Date: February 10,2021 To: Town of Southold Building Department Southold,NY 11971 Re: Building Permit submission for Lupinacci Residence SCTM#1000—98—05—17.4 To Whom it May Concern, Please see enclosed the following paperwork for the building permit submission: ✓ Permit Application(one original) ✓ Architectural drawings(4 sets,collated, stapled, folded and sealed) ✓ Survey to reflect all existing conditions ✓ Truss type form(one original) ✓ Owners Authorization(one original) Please contact me when package has been accepted and processed for my records.If you have any questions or require any additional information,please feel free to contact me by phone or email at mmacrina@mmarchitectaia.com Sincerely, Michael A. Macrina,ALA Registered Architect MACIZINA .41ZC4J1Tr.cT, P.C. �MICUALL 21 Main Street, Stony Brook, NY 11790 P. 631 686-6585 F. 631 686-6786 MMArchltectAIA.com Date: August 24,2021 To: Town of Southold Building Department Attn:Amanda Nunemaker 54375 Main Road, Southold,NY 11971 Re: Building Permit Amendment for permit#45970 Lupinacci Residence 5920 Indian Neck Lane, Peconic,NY To'�Anianda, :lease see enclosed the following paperwork for the building permit submission: ✓ Res check Calculations ✓ Architectural drawings(4 sets,collated, stapled, folded and sealed) ✓ Site Plan(on architectural drawings) The amendment is to consist of the following changes: -attached two story garage with recreation room and full bathroom above (health dept ref#R-21-1186)still waiting on permit, will forward upon reciept -one story breezeway addition -relocate kitchen within existing house footprint Please contact me when package has been accepted and processed for my records.If you have any questions or require any additional information,please feel free to contact me by phone or email at mmacrina(a mmarchitectaia.com Sr MacrinaALA teredrhitec t FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 23, 2021 TO: Michael Macrina(Lupinacci) 21 Main Street Stony Brook,NY 11790 Please take notice that your application dated February 11, 2021: For permit to: construct additions and alterations to an existing single-family dwelling and to legalize an"as built"accessory shed at: Location of property: 5920 Indian Neck Lane, Peconic,NY County Tax Map No. 1000 - Section 98 Block 5 Lot17.4 Is returned herewith and disapproved on the following grounds: The proposed construction, on this conforming 81,805.68 sq. ft. lot in the R-80 District, is not permitted pursuant to Bulk Schedule, which requires a front yard setback of 60 feet. The site plan shows a front yard setback of 33 feet. In addition, the"as-built" shed is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rear yard. The plan shows the accessory located in the front yard. I Authorized i at Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. S 66_34'40_' W I � I � I (D I I I I 75' rear yard setback O I I I , I I I , I I I +/- 46' --—--—-- Existing ' In-ground pool I Y U �I I 1 existing a underground ' propane tank `'new I 0 s'di 21 STORM WATER drywell Pool patio o NI RUN-OFF CALCULATIONS: existing generator �,'j1 ; GARAGE ADDITION RUN-OFF: .�,. T I I , •Roof Area=983 s.f. Patio I 983 s.f.x 0.17x 1.0=167 cu.ft. 33'—0" 167 cu.ft.142.42=4.0 26 >�� 6.5' I (1)8- breezeway dia.x 8'tall drywell o garage �, 3.5' addltlo� #Propose A ,, Proposed sons cover nGarage� One Story I I (TrafficBearg) Addltlon ;, Addition I Grade 10r... 6°dia. 12"min —10✓(;unit ) SDR-35 24°max pitched Sewer Pipe �—Traffic Beaeg Dome riding va°per foot I ) 2.5' .I minimum I I S' 4,000 psi Reinforced Proposed o Existing I I I I Cone.Rings(lyp) utilize existingro osed g I c y Wrap drywell with T-0"min.Collar p p One-sto 1 curb cut driveway. ry I landscape fabric 25' Dwelling t�ilcodoor I �Backfillw/Clean l I I a�.:r,.„ Ir SandBGravel I I I L24"min. J '� I �Ground Water (at.2.4) I Typical Drywell Detail I •.� 2—g2 r, r,o�to s�ara o, r existing al Patio. ^ I 1 15.2' 1 �I existing 1- 11 THIS IS AN ARCHITECTURAL SITE PLAN of `, driveway to I -, '1 be removed BASED ON INFORMATION FROM A I ' �I I SURVEY PREPARED BY: I - �' Peconic Surveyors P.C. O I I I Southold,NY July 7,2020 0 ' 12' 1 existing +� shed (125 sf) 1 t � I a >, I z ° i I l I o I I I -CQf , + ; I Lupinacci Residence I 1 5920 Indian Neck Lane Peconic,NY I I ' I c o i— sa' front I I O ra setb� t1Y o � _ ock ' � SITE PLAN PREPARED BY ddrs/c N I MICHAEL MACRINA ARCHITECT,PC 1 Io° C 21 MAIN STREET,STONY BROOK,NY 11790 0 N N0 3/22/21 I � N 7'5. 22,20 N • � e�k L N SURVEY OF PROPERTY A T PECOMIC TO WN OP SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-98-05 17.4 SCALE: 1 '=40 JUL Y 7, 2020 r r SCTM# 1 00-86-6- 7 VACANT r SCTM# 1000-86-6-16 DWELLING 1 ( PUBLIC WATER r 242.' SCTM# � 1000-86-6-14SCTM r ELLING 1000 86-6-13 r PU UC WATER r ' r '! goA� ` 16 ^N NEC 5 �N � NAIL SET ' D 1Z5� wI��R 1. 12 r Qo g\.�C pU � r 5.22+2Q0�0f pP�EMEN� ,�Q3 N� 1ro P BRICK O \ \ BRICK CMF PIER na \ .48a 65 os \4 \ o \ o th \ \ "o o o� P.7\ 0 SCTM# m t o \ C) N 1000-98-5-17.6 n < � DWELLING ON SCTM# `� WELL \ 1000-98-5-14.2 � \\ Z�.' �� �''. \\ \ 01\ ICA LA N-o ID �\ N � z o \ \ \ 125 SQ.FT. \ Oy FR. SHED O \ �20 WOOD RAMP � \ G \ ` py WE CONC. 0 \ \ \ LL PAVER ` \ FLAG STONE o 28s WALK \ PATIO ON DIRT \ ` \ R/O STONE 'LA PORCH CHIM. ` \ \ STONE STEPAC s \ / GENERATOR-0 ON CONC. /• 1 STY. FR. HOUSE SLAB \ & GARAGE / �, • FF=25.4 WOOD PROPANE CMF \ \ DECK __ TANK ! AREA 1 ` \ 1 N�OF \ ` SEPTIC \ SCTM# \ ` 1000-98-5-17.2 \ DWELLING \ \ PUBLIC WATER ` oo \ •gyp. � �� \ SCTM# \ ` 1000-98-5-14.3 ` \� '\ \\ NAIL SET \ ` A\ REBAR Cj6 SCTM# \ �\ SEA \ 1000-98-5-17.5 N/O/F PHYLLIS & SAMUEL D \ \ CONSTAN DWELLING PUBLIC WATER \ SCTM# KEY 1000-98-5-14.4 0 = REBAR ® = WELL CERTIFIED TO: A = STAKE FRANCIS LUPINACCI & JENNIFER LUPINACCI ® = TEST HOLE CITIBANK N.A. ABSTRACTS INCORPORATED = NAIL E3 = MONUMENT 4 = WETLAND FLAG . �, = UTILITY POLE LIC. N0. 49618 P C IC SURVE P.C. ANY ALTERA71ON OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. AREA= L878 ACRES (631) 765--5020 FAX (631) 765--1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF P.O. BOX 909 ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 TRA VELER STREET 20_043 SOUTHOLD, N. Y. 11971 SURVEY OF: PROPERTY LOCATED AT PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK S.C.T.M. * 1000-98-5-17.4 AREA = 81,813.5 SF. = 1.88 ACRES SCALE: 1"=50' NOTE: THE EXISTENCE OF RIGHT OF WAYS. WETLANDS AND/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED. NECK READ 1NDIAN Zo„E e WATER METER \ O � I �\ POLE ' m �\ LAND N/F CYRILLE BRIANCON » KATHLEEN BRIACON G� n G•p0 a O O\ o SHED 12.27E 1 Op?p POLE % Occt GRAVEL A DRIVEWAY 229 30 ® MAG\ GRATES LP 33 F!iN s� $TANKS •a' ° LS: emFs< gee a POOL \ AC ® c ® EDU1P UNITS® GEN� 3�• .A. LP LAND N/F o 0 TANK SEAGYAN CLUB INC FENCE W�pcE s� O.L. f� i CON- ST o LP2 �� n �•�:.;._�...... >_...<�, ....., . ,�...,�..-._.....�,.,.� .-,.'._ ..... _.. _ _ LPl \ LAND N/F DIANE M ALLEN l ` f+.F ' FA1\4I'LY 1",ESIME, REVOCABLE TRUST 0L ,KOV 2 Th,, cc!r:rn dk,-)i?S, ";C:kv r":{;pp ly"aril{Tie s:t t�J,s iC,i:;i',' r; ':'bP ;r t!{r.r�..i� :}', Ir'� :.�t� «.';��[fl��.'�"•"I.(�".t?�It Or f)i?.ar -t;�'}°:;. '�t� min I.�.u..:.... �: .. .iLivr.j....S.+i',di.3iti/t l .�.#i.t ttin {J� "V�i.J \.i :•.�.:. Cft't-'.i�3 MAG (•y FENCE \ FENCE a1RE FE,,cEo � Ie.a•/s NOTE: WATER SERVICE AND SEPTIC SYSTEM LOCATION 1 FENCE BY OTHERS. B.O.H. REF. No. \ SEPTIC LOCATION 'A' 'B' LAND N/F PHYLLIS R CONSTAN REVOCABLE TRUST 8 ST 37 50 PHYLLIS R CONSTAN CREDIT SHELTER TRUST LP1 53 67 LP2 52 55 ! OF NEW Y O Q �o LANO SURVEYED BY: 1NAUTHORCJ.ED ALTERATION OR A013MON TO THIS SURVEY IS A VIOLATION OF SECTION 9209 OF THE NEW YORK STATE EDUCATION LAW. P A U L B A R Y L S K I LAND SURVEYING COPIES OF OR EMBOSSED IS SURVEY SEALL SHALLAP NOT NOT BE CONSIDERED O BE SURVEYORS COPY. PATCH 0 G U E NY 11772 GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO PHONE 6 31—2 9 4—6 9 8 5 THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION FAX 6 31—6 2 7—318 6 LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL P A U L B A R Y L S K I c Y A H O O.C O M INSTITUTIONS OR SUBSEDUEHT OWNERS. OCTOBER 24. 2024 6017 J L APPROVED AS NOTED DATE: 3 B:P.# ELECTRICAL l Va•FEE BY: INSPECTION REQUIRED : � � i. NO.TOY;�BUILDING DEPARTME AT 765-1602 8 AM TO 4 PM FOR THE FOLLO.VIIING INSPECTIONS: 1. FOUNDATION, - TWO REQUIRED FOR POURED CONCRETE PL:UMBER.CERTIFICAiiv' 2. ROUGH'- FRAMING & PLUMBING ON gA,0''CONTI�NTBEFOF-it 3. INSULATION 4. FINAL - CONSTRUCTION MUST CERTIFICATE OF`OCCUPAN., BE COMPLETE Ft)h C.O. SOLDER USED IN WATFP ALL CONSTRUCTION SHALL MEET THE SUPPLY SYStEM CANN REQUIREMENTS OF THE CODES OF NEW FXCFF_D ?-{r' nF YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF PL )N{EAftic A' '. NEW YORK STATE & TOWN CODES " L-L PLUMBING WASTE AS REQUIRED AND CONDITIONS OF WATER LINES NEED IWG$ OR go.ERIN,_ _ A ,z SOUTHeL ���G BOARD ni IT'a^�i n?nwnl TRUSTEES Must provide Manuals — D,J and S as per NYS Energy Code ,:`OCCUPANCY OR USE IS UNLAWFUL Blower door WITHOUT CERTIFICAT and ductwork OF.000UPANCY testing required. t`if a i„ All exterior lighting installed,replaced or RETAIN STORM WAVER RUNOFF repaired shall conform PURSUANT TO CHAPTER 236 .: ,t to Chapter 172 OF.THE TOWN CODE. of the Town Code i Generated by REScheck-Web Software Compliance Certificate Project Lupinacci Energy Code: 2018 1ECC Location: Peconic, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 5920 Indian Neck Lane Peconic, NY 'Compliance: Passes using UA trade-off Compliance: 1.0%Better Than Code Maximum UA: 194 Your UA: 192 Maximum SHGC: 0.40 Your SHGC: 0.33 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. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Flat Ceiling or Scissor Truss 792 21.0 0.0 0.047 37 Ceiling 1: Cathedral Ceiling 223 21.0 0.0 0.048 11 Wall:Wood Frame, 16"o.c. 1,466 19.0 0.0 0.060 81 Doors: Glass Door(over 50%glazing) 15 0.300 5 SHGC: 0.24 Awning Window:Wood Frame 2 0.270 1 SHGC: 0.34 Window 3:Wood Frame 103 0.270 28 SHGC: 0.34 Floor: All-Wood Joist/Truss 285 30.0 0.0 0.033 9 Floor 1:All-Wood Joist/Truss 730 35.0 0.0 0.028 . 20 Compliance Statement. The proposed building design described here is consistent with th ding plans,specifications, and other calculations submitted with the permit application.The proposed building has been des ed t meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements I' ed in It REScheck Inspection Checklist. Name-Title Signature Date Project Notes: These calculations are for the proposed addition only. VIA 9 °3120 0 Project Title: Lupinacci o Report date: 02/09/21 Data filename: Page 1 of 9 4 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 beingclaimed. Where compliance is itemized in a separate table, a reference to that table is provided. SeciK�on Pfans'Uer�f�ed F��Id Verified p # Rre lnspec n/Pian Review: Gom I�es� Commen#s/Assump#ions &Req ID Value �ayfue 103.1, ,Construction drawings and y ¢Y ❑Complies 103.2 documentation demonstrate ash Q3 #a ❑Does Not [PR1]1 j energy code compliance for the ) WE ❑Not Observable building envelope.Thermal envelope represented on Y+ r' ❑Not Applicable +construction documents. I 103.1, ;Construction drawings and ❑Complies ; 103.2, :documentation demonstrate : s34 h3, 3a ` 5 ❑Does Not 403.7 energy code compliance for El Observable [PR3]1 plighting and mechanical systems v#{ }� v f ArMr ❑Not Applicable ,Systems serving multiple ;dwelling units must demonstrate k it ;compliance with the IECC a{? Y sF 33 Commercial Provisions. 302 1; t 1 Heating and cooling equipment is; Heating: ; 'Heating: ❑Complies 403 7 sized per ACCA Manual S based 's Btu/hr Btu/hr ❑Does Not [PR2]? on loads calculated per ACCA s Manual or other methods Cooling: Cooling: 1❑Not Observable p k °#approved by the code official. Btu/hr ; Btu/hr Applicable❑Not A Additional Comments/Assumptions: 1 High Impact (Tier 1) k2«Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lupinacci Report date: 02/09/21 Data filename: Page 2 of 9 Foundation Inspection Complies Comments/Assumptions &.Req ID„ 303 2.1� A protective covering is installed to ;❑Complies ; [FOl]]? protect exposed exterior insulation =❑Does Not and extends a minimum of 6 in. below ; ❑Not Observable grade. 7 s I❑Not Applicable 403 9. #Sno w-and ice-melting system controls;❑Complies [FO12]? installed. i Does Not ❑Not Observable � ) ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lupinacci Report date; 02/09/21 Data filename: Page 3 of 9 Section � F�Ians,Verified # Fr'aming/Rough In Inspection Vaiue 1/ajue Compl�es� Comments/Assumptions 402.1.1, ;Glazing U-factor(area-weighted' U- U- ❑Complies ;See the envelope Assemblies 402.3.1, ;average). 1 TIDoes Not ;table for values. 402.3.3, ;❑Not Observable [FR2]1 ❑Not Applicable 303.1.3 U-factors of fenestration productsfi ❑Complies [FR4]1 ;are determined in accordance ❑Does Not ,12 !with the NFRC test procedure or >t y ;taken from the default table. + El Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier 3 ❑Complies [FR23]1 ;installed per manufacturer's Y ,a r Y ❑Does Not instructions. `'' a ,(]Not Observable x tx ❑Not Applicable 402.4.3 ;Fenestration that is not site built a ,` `` ❑Complies [FR20]1 lis listed and labeled as meetingY " F ❑Does Not iAAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable , or has infiltration rates per NFRC g a ❑Not Applicable '400 that do not exceed code ' ` r'` i limits. f s 402 4'.5 IC-rated recessed lighting fixtures E h-g a❑Complies (FR16�� sealed at housing/interior finish � � '❑ Does Not and labeled to indicate<_2.0 cfm k u leakage at 75 Pa. ❑Not Observable ] t ❑Not Applicable 403.3 1 ;Supply and return ducts in attics ` z❑Complies [FR12]1 insulated >= R-8 where duct is � ❑ Does Not >= 3 inches in diameter and >_ " ❑Not Observable R-6 where< 3 inches.Supply and f ; return ducts in other portions of Y v ' $ ❑Not Applicable ithe building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. a ; 403.3.2 Ducts, air handlers and filter ❑Complies nN UX[FR13]1 :boxes are sealed with xv € R❑Does Not joints/seams compliant with �, t " v x ;❑Not Observable International Mechanical Code or 3 ❑Not Applicable :International Residential Code, as�+ applicable. 403 3.5 Building cavities are not used as " ❑Complies tfR15F �ducts or plenums. ❑Does Not 4 Y <?❑Not Observable h` � �� `r � tip + � -.-❑NOt Applicable 403 4: � HVAC piping conveying fluids R- R i❑Complies [FR17]2 above 105°F or chilled fluids ; :❑Does Not below 55°F are insulated to ?R- ;❑Not Observable TINot Applicable ? 403.4.1 ;Protection of insulation on HVAC 'a x 4 7 'max tx ❑Complies 1 'p iping. piping. r 3t =n ❑Does Not ❑Not Observable ❑Not Applicable 403 5'�3 Hot water pipes are insulated to R-� �R- ;❑Complies ; CFR18]z >_R-3. ; '❑Does Not :[:]Not Observable j❑Not Applicable 40 6' ,Automatic or gravity dampers area5m4 4 ❑Complies [FR19]z {installed on all outdoor air I` F pr= 5 k M.❑Does Not ` ?intakes and exhausts. �� a ❑Not Observable ' Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Lupinacci Report date: 02/09/21 Data filename: Pa0e 4 of 9 Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lupinacci Report date: 02/09/21 Data filename: Page 5 of 9 Section t< � _ ` PlanstVerified field Uer�f�ed� ' Insulatoon�nspeft�on Complies? Comments/Assumptions &'Reg ID Value Value 30S 1 All installed insulation is labeled ❑Complies z f 'or the installed R-values [IN13] []Does Not provided. f 7 ❑Not Observable j ,. � '❑Not Applicable ' 402.1.1, Floor insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ; ❑ Wood ❑ Wood E❑Does Not table for values. [IN1]1 '❑ Steel 4❑ Steel �❑Not Observable 0 E !❑Not Applicable E E 303.2, ;Floor insulation installed per 1 ❑Complies 402.2.8 'manufacturer's instructions and y �r * 3 „ ❑Does Not [IN2]1 in substantial contact with the - underside of the subfloor, or floor 3 k M x r{j❑Not Observable ; :framing cavity insulation is in x z ` s ❑Not Applicable ; (contact with the top side of r xfr sheathing,or continuousNm insulation is installed on the E underside of floor framing and a� extends from the bottom to the top of all perimeter floor framing members. 402.1.1, Wall insulation R-value.If this is a: R-' 3 R- ❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the ❑ Wood ❑ Wood E❑Does Not {table for values. 402.2.E `wall insulation on the wall ;❑ Mass ❑ Mass ;❑Not Observable [IN3]1 ;exterior,the exterior insulation { requirement applies (FR10). ❑ Steel El Steel E❑Not Applicable I E 303.2 iWall insulation is installed per s r Al❑Complies M1h [IN4]1 ;manufacturer's instructions. ' ` ❑Does Not Not Observable❑ iT a ❑Not Applicable E Additional Comments/Assumptions: 11 High Impact(Tier 1) 2`Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lupinacci Report date, 02/09/21 Data filename: Page 6 of 9 Section - s Plans Verified Field rl'erif�ed� # Final Inspection Prov�swtes C®mpi�es' Comments/Assumptions $. & Ireg ID Value Value 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies SeetheEnvelopeAssemblies 402.2.1, ❑ Wood ❑ Wood j❑Does Not ;table for values. 402.2.2, 402.2.E ❑ Steel i❑ Steel ;❑Not Observable [FI1]1 "❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. !Blown � � � �❑Does Not j [FI2]1 E Blown insulation marked every 3 F 300 ftz. t z []Not Observable %❑Not Applicable i 402,2 3 ` Vented attics with air permeable f3 r k � ❑Complies [FI22] fi ;insulation include baffle adjacent r T x " .j❑Does Not to soffit and eave vents that ; ❑Not Observable , extends over insulation. I ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [FI3]1 ;insulation zR-value of the E❑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 ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable 1 !❑Not Applicable 403.3.3 i Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 'determine air leakage with ; ftz ! ftz :❑Does Not either: Rough-in test:Total leakage measured with a i❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable (w.g.across the system including ;the manufacturer's air handler ,enclosure if installed at time of .test. Postconstruction test:Total < leakage measured with a pressure differential of 0.1 inch ;w.g.across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ;, Complies [FI4]1 i cfm/100 ft2 across the system or t ft2 9 ft2 1❑Does Not <=3 cfm/100 ft2 without air handier @ 25 Pa. For rough-in ;❑Not Observable ;tests,verification may need to Z❑Not Applicable occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies [F124]1 i by manufacturer at<=2%of r ' z ,� j 3❑Does Not design air flow. 4 r e x * v ❑Not Observable i ❑Not Applicable 403 11 Programmable thermostats ' ti ❑Complies [F19jz installed for control of primary j ❑Does Not � �� , heating and cooling systems and '$❑Not Observable initially set by manufacturer to r £ ❑Not Applicable code specifications. 4031:2 Heat pump thermostat installed t g Y ? ❑Complies [FllOj? on heat pumps. _ <� ❑Does Not ❑Not Observable ❑Not Applicable 403 5'1 Circulating service hot water ❑Complies (FIl1]z k systems have automatic or �{ ❑Does Not accessible manual controls. []Not Observable ' ,. wC]Not Applicable 1 High Impact(Tier 1) f2 Medium Impact(Tier 2) `3a Low Impact(Tier 3) Project Title: Lupinacci Report date: 02/09/21 Data filename: Pape 7 of 9 Section ; 2 Plans Verifietl Fieltl Verifietl � _ ' ,# Final Inspection Provisions' 'Value `daiue Compiiesti Comments/Assumptions 403 6�1 All mechanical ventilation system El Complies [F125fi2ifans not part of tested and listed �R �{ rt ❑Does Not HVAC equipment meet efficacy z " and air flow limits per Table ❑Not Observable R R403.6.1. r ❑Not Applicable .., s.. 403 2 $€ Hot water boilers supplying heat X Y ❑Complies j1712612� through one-or two-pipe heating t $ fi El Does Not systems have outdoor setback , a❑Not Observable control to lower boiler water z F ; y"I temperature based on outdoor El Not Applicable temperatures 403`5 11 Heated water circulation systems x ❑Complies f [flz8]� have a circulation pump.They ~ x <# 3❑Does Not system return pipe is a dedicated x return pipe or a cold water supply ❑Not Observable i e.Gravity and thermos- k ❑Not Applicable Knk x syphon circulation systems are s not resent. Controls for � � �� circulating hot water system 4 { ]pumps start the pump with signal ' for hot water demand within the 4s `ham y' } s occupancy. Controls ,automatically turn off the pump ,� £ when water is in circulation loop is at set-point temperature andW y a demand for hot water exists. _Y 403 5 124„Electric heat trace systems ,' ❑Complies [FI29y]2 s comply with IEEE 515.1 or UL i 5 t 4 fi ' ❑Does Not 515.Controls automatically " ❑Not Observable adjust the energy input to the q � r � > s heat tracing to maintain the ��,�� � x£� � � ���x e s � E]Not A I PPlicable q desired water temperature in the 4„ PlPing• 403 5 2 Demand recirculation water I a 3 f ❑Complies [F130]z systems have controls that s Y❑Does Not manage operation of the pump u ' fr and limit the temperature of the ❑Not Observable water entering the cold water s x ❑Not Applicable Piping to<= 104°F. 403 5 4 K Drain water heat recovery units �" ¢ ❑Complies [F131j2 tested in accordance with CSA 4 r Y ❑Does Not g B55.1. Potable water-side ❑Not Observable pressure loss of drain water heatz F =f r recovery units< 3 psi for �Y x x a ❑Not Applicable 44 individual units connected to one A-R3 or two showers. Potable water- side pressure loss of drain waterx ; heat recovery units< 2 psi forr '" x r individual units connected to } _ three or more showers. 404.1 ;90%or more of permanent k ❑Complies [F16]1 ;fixtures have high efficacy lamps w yg u } ` :F ❑Does Not 7 ❑Not Observable ❑Not Applicable 404 11 Fuel gas lighting systems have j 4 ❑Complies [FI23]3%� no continuous pilot light. TIDoes Not t� �g ❑Not Observable ' x K. ., .., �'❑Not Applicable 4013 Compliance certificate posted. ,' £4X. ,❑Complies [fi�]2�� x r f i 7 a S f❑Does Not Ngy ❑Not Observable r t k 3❑Not Applicable ..=� ;� �• .,�:�� gym. 1 High Impact(Tier 1) 2ti Medlum Impact{Tier 2) 3 Low Impact(Tler 3) Project Title: Lupinacci Report date: 02/09/21 Data filename: Page 8 of 9 Section Plans Ver�f.�ed ?Feld Verlf�ed 5 # Final Inspett�on Provisions ;Value �/a j Ue Complies Comments/Assumptions 303 3 ` Manufacturer manuals for s > "k �❑Complies rig, 5� - r" -r�. 'y mechanical and water heating , xx,yy' r ❑Does Not 5 s stems have been provided. r t Y P ;❑Not Observable d � . ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) - Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lupinacci Report date: 02/09/21 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 35.00 Ceiling / Roof 21.00 Ductwork (unconditioned spaces): D. . • Window 0.27 0.34 Door 0.30 0.24 Cooling,Heating & Heating System: Cooling System: Water Heater: Name: Date: Comments V Generated by REScheck-Web Software Compliance Certificate Project Lupinacci Energy Code: 2018 IECC Location: Peconic, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 5920 Indian Neck Lane Peconic, NY Compliance: Passes using UA . • - • Compliance: 2.7%Better Than Code Maximum UA: 338 Your UA: 329 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Prop.Gross Area Cavity Cont. Req. Prop. Perimeter Ceiling: Flat Ceiling or Scissor Truss 792 21.0 0.0 0.047 0.026 37 21 Ceiling 1: Cathedral Ceiling 223 21.0 0.0 0.048 0.026 11 6 Recreation Room:Cathedral Ceiling 760 30.0 0.0 0.034 0.026 26 20 Wall:Wood Frame, 16"D.C. 1,466 19.0 0.0 0.060 0.060 81 81 Doors: Glass Door(over 50%glazing) 15 0.300 0.320 5 5 SHGC: 0.24 Awning Window:Wood Frame 2 0.270 0.320 1 1 SHGC: 0.34 Window 3:Wood Frame 103 0.270 0.320 28 33 SHGC: 0.34 Recreation Room:Wood Frame, 16"o.c. 944 19.5 0.0 0.059 0.060 48 49 Casment Windows:Wood Frame 120 0.310 0.320 37 38 SHGC: 0.28 Bathroom Casement Window:Wood Frame 2 0.310 0.320 1 1 SHGC:0.28 Floor:All-Wood Joist/Truss 285 30.0 0.0 0.033 0.047 9 13 Floor 1:All-Wood Joist/Truss 730 35.0 0.0 0.028 0.047 20 34 Recreation Room:All-Wood joist/Truss 760 30.0 .033 0.047 25 36 *LE �. Project Title: Lupinacci r� 3.120 ; ' Report date: 08/24/21 Data filename: O'R RIEV t�' Page 1 of10 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Notes: These calculations are for the proposed addition only. Project Title: Lupinacci Report date: 08/24/21 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in,a separate table, a reference to that table is provided. Section 'Plans Verified Field Verified: # Pre=Inspection/Plan�.Review� Complies Comments/Assumptions: & Req.ID Value Value 103.1, ;Construction drawings and ❑Complies ; 103.2 '.documentation demonstrate -' ❑Does Not [PR1]1 !energy code compliance for the building envelope.Thermal ❑Not Observable ; ;envelope represented on ❑Not Applicable construction documents. 103.1, ;Construction drawings and "'❑Complies ; 103.2, .documentation demonstrate `"'} []Does Not 403.7 !energy code compliance for [PR3]1 ;lighting and mechanical systems "❑Not Observable ; 0 ;Systems serving multiple ❑Not Applicable dwelling units must demonstrate ;compliance with the IECC ICommercial Provisions. ; 302.1, Heating and cooling equipment is: Heating: Heating: ;❑Complies ; 403.7 sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]2 on loads calculated per ACCA Manual or other methods Cooling: Cooling: :❑Not Observable l 1 Btu/hr Btu/hr approved by the code official. ❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lupinacci Report date: 08/24/21 Data filename: Page 3 6f10 Section #.. . Foundation Inspection: Complies?, Comments/Assumptions &Req.ID 303.2.1 A protective covering is installed to ;❑Complies [F011]z }protect exposed exterior insulation U-]Does Not ;J and extends a minimum of 6 in.below ❑Not Observable; grade. :❑Not Applicable 403.97'. #Snow-and ice-melting system controls;❑Complies ; (FO12]2 installed. ❑Does Not tJ ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lupinacci Report date: 08/24/21 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/`Rough-In"Inspection Complies? '". "Comments/Assumptions; & Req.ID Value: Value 402.1.1, ;Glazing U-factor(area-weighted ', U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, ;average). PDoes 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. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier []Complies ; [FR23]1 'installed per manufacturer's ❑Does Not 77] U instructions. -]Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 !is listed and labeled as meeting ❑Does Not 1AAMA MDMA/CSA 101/I.S.2/A440 ❑Not Observable ;or has infiltration rates per NFRC l400 that do not exceed code ❑Not Applicable !limits. 402.4.5 IC-rated recessed lighting fixtures :'❑Complies ; [FR16]2 sealed at housing/interior finish "' ❑Does Not and labeled to indicate s2.0 cfm JE]Not Observable leakage at 75 Pa. ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies [FR12]1 'insulated >= R-8 where duct is ❑Does Not U >=3 inches in diameter and >_ ❑Not Observable R-6 where< 3 inches.Supply and return ducts in other portions of .. ❑Not Applicable Ithe building insulated >= R-6 for !diameter>=3 inches and R-4.2 ;for< 3 inches in diameter. 403.3.2 ;Ducts, air handlers and filter ❑Complies [FR13]1 !boxes are sealed with ❑Does Not joints/seams compliant with 4 ;International Mechanical Code or []Not Observable ; ;International Residential Code,as ❑Not Applicable !applicable. 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not 9 ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 above 105°F or chilled fluids ! T❑Does Not below 55°F are insulated to zR- v 3 ;❑Not Observable ❑Not Applicable 403.4.1 !Protection of insulation on HVAC ❑Complies [FR24]1 I piping. ❑Does Not U : ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R-• R- ;❑Complies ; [FR18]2 >_R-3. :❑Does Not v ;MNot Observable ❑Not Applicable 403.E Automatic or gravity dampers are ❑Complies [FR15]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable []Not Applicable. 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Lupinacci Report date: 08/24/21 Data filename: Page 5 of10 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: Lupinacci Report date: 08/24/21 Data filename: Page 6 of10 Section Plans Verified Field Verified # •Insulation Inspection Value Value Complies? Comments/Assumptions; & Req.lD 303.1 All installed insulation is labeled " ❑Complies ; [IN13]2 or the installed R-values ❑Does Not U S provided. ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ;❑ Wood ;❑Does Not stable for values. � [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable U ;❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies ; 402.2.8 .manufacturer's instructions and . ❑Does Not [IN2]1 !in substantial contact with the underside of the subfloor,or floor ❑Not Observable ; ;framing cavity insulation is in ❑Not Applicable contact with the top side of ;sheathing,or continuous I insulation is installed on the ;underside of floor framing and !extends from the bottom to the ;top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value.If this is a: R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the :❑ Wood ❑ Wood 1❑Does Not ;table for values. 402.2.E ;wall insulation on the wall ',❑ Mass ❑ Mass tNot Observable [IN3]1 ;exterior,the exterior insulation ; U !requirement applies(FR10). ❑ Steel i❑ Steel :[:]Not Applicable 303.2 ;Wall insulation is installed per ❑Complies ; [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Lupinacci Report date: 08/24/21 Data filename: Page 7 of10 Section Plans Verified Field Verified' " # Finaflnsp Value Value" ection Prbvisions Compiles? &'Req.ID TC omments/Assumptions 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 I❑Not Observable 402.2.6 (FI1]1 ; ; ; UNot Applicable 303.1.1.1, ;Ceiling insulation installed per ❑Complies ; 303.2 ;manufacturer's instructions. ❑Does Not [F12]1 !Blown insulation marked every 300 ft2. ❑Not Observable ; ❑Not Applicable 402.2,3 Vented attics with air permeable ❑Complies ; [F122]z i insulation include baffle adjacent []Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- ; R- ;❑Complies ; (FI3]1 i 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 ;ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 i Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 Idetermine air leakage with ft2 ft2 ;❑Does Not neither: Rough-in test:Total ❑Not Observable leakage measured with a pressure differential of 0.1 inch ; ;❑Not Applicable )w.g.across the system including ; ;the manufacturer's air handier I 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 I including the manufacturer's air handler enclosure. 403.3.4 ;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 I handler @ 25 Pa. For rough-in ❑Not Observable ;tests,verification may need to ; ;❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 IAir handler leakage designated ❑Complies ; [F124]1 !by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies ; [FI9]2 installed for control of primary ❑Does Not I heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies ; [FI10]2 on heat pumps, ❑Does Not ❑Not Observable []Not Applicable 403.5,1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not I accessible manual controls. ❑Not Observable []Not Applicable I 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Lupinacci Report date: 08/24/21 Data filename: Page 8 of10 Section Plans Verified• Field Verified # Final'inspection:Provisions Complies?,, Comments/Assumptions; Req.ID Value Value 403.6.1 All mechanical ventilation system - ❑Complies ; [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable ; R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies ; [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor []Not Applicable temperature. 403.5.1.1 Heated water circulation systems •'' ❑Complies ; [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable ; pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are f not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the ' occupancy.Controls ; automatically turn off the pump 1 when water is in circulation loop u is at set-point temperature and no demand for hot water exists. 403.5.1.2' Electric heat trace systems ❑Complies ; [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping r' 403.5.2 Demand recirculation water k ❑Complies ; (F13012 jsystems have controls that j.° ❑Does Not manage operation of the pump and limit the temperature of the []Not Observable water entering the cold water ❑Not Applicable piping to <= 1049F. 403.5.4 Drain water heat recovery units ❑Complies ; [F131]2 tested in accordance with CSA " []Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units<3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water ; heat recovery units< 2 psi for f individual units connected to ;three or more showers. 404.1 ;90%or more of permanent ❑Complies ; [FI6]1 (fixtures have high efficacy lamps. ❑Does Not ❑Not Observable I ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies ; [FI23]3 no continuous pilot light. ❑Does Not J ❑Not Observable []Not Applicable 401.3 Compliance certificate posted. ❑Complies ; [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lupinacci Report date: 08/24/21 Data filename: Page 9 of10 Section Plans Verified• 'Field'Verifietl ' # Final Inspection'Provisions.. Complies? Comments/Assumptions-' Value Value & Req.ID , 303.3 Manufacturer manuals for : ❑Complies [F11813 mechanical and water heating ❑Does Not systems have been provided. ;,. ❑Not Observable ; -�❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lupinacci Report date: 08/24/21 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 21.00 Ductwork (unconditioned spaces): Glass & D. . • Window 0.31 0.28 Door 0.30 0.24 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments SITE PLAN SCALE: V 40' SHEET INDEX VF PLACARD CODE DATA BUILDING DATAk� a Sheet No. Description NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, 2020 RESIDENTIAL CODE OF NYS FLOOR AREA BREAKDOWN PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER C-1 Cover Sheet CONSTRUCTION IN RESIDENTIAL STRUCTURES 2020 RESIDENTIAL CODE OF NYS Floor Level Existing Proposed Total - (In accordance with Title 19 NYCRR PART 1265) ` FOR GRAVITY & LATERAL DESIGN 2,051 s ft. Site Plan First Floor Level q 730 sq.ft. 3,066 s ft. S 66°34'40" W TO: Town of Southold to be renovated (garage conversion) q o Project Data I" iC� h �aEfl OWNER OF PROPERTY: Frank and Jennifer Lupinacci TOWN OF S O UTH O L D MUNICIPAL CODE U) (additon) N 1 SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): 1 Second Floor Level G-1 General Notes 5920 Indian Neck Lane, Peconic,NY� USE: Single Family Detached Residential ;> � I Construction: Wood Frame (un-sp rinklered) SCTM#1000-98-05-17.4 Attic Level Building Code RequirementsArch itect 1 PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): ENERGY CODE COMPLIANCE METHOD Total 2,051sq.ft. 1,015sq.ft. 3,066 sq.ft. I ❑ New Residential Structure Q 21 Main Street Stony Brook NY 11790 t / G-2 EnergyCode Notes These plans have been prepared as per section 1 It © Addition to Existing Residential Structure t` 730 sq.ft. N 1102.1 .5 - Total UA Alternative Path by o Garage (to be converted 780 sq.ft. 780 sq.ft. I Insulation Schedule ❑ Rehabilitation to Existing Residential Structure utilizing REScheck-Web Software U_ fax. 631 686-6786 Insulation Details TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT (see attached REScheck Calculations) Uncovered Patio#1 635 sq.ft. 635 sq.ft. email. MMacrinaC@MMArchitectAIA.com 1 W/ PROPERTY REFERENCE ABOVE WILL UTILIZE :3 web. MMArchitectAIA.com (check each applicable line): a0i final blower door test is not required�l a These plans are an instrument of service and are ❑ Truss Type Construction(TT) 2 Uncovered Patio#2 152 s ft. as per tech bulletin (TB-1 020-RC NYS)) _ q� 152 Sq.ft. the exclusive property of the architect. 1 secuted G-3 Schedules Infringements of the concepts and design Ideas © Pre-Engineered Wood Construction(PW) 1 to the fullest extent of the law. Copyright 2020: 1 Michael Macrinapresented on h Architect pc.ese drawings All rights be reserved, ❑ Timber Construction(TC) D Climatic & Geographic Design Criteria Table R301.2(1) no part of the plans may be reproduced without 1 IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE): the expressed written consent of the architect. Ground Snow Load: 20 psf 1 @ ❑ Floor Framing, Including Girders and Beams(F) Al . 1 Demo Floor Plan Speed: 130 mph ultimate wind speed(128 actual) Drawing Status I I ❑ Roof Framin ( n Topographic Effects: No DESCRIPTION OF PROPOSED WORK -- -- ' p 1 Demo Elevations ❑ Floor Framing and Root Framing(FR) "rn Pro o ed 1 a) Wind Exposure Category: B + In-gl�nd pool � P 9 ry� + (un rstion)epar e I SIGNATURE: DATE: Seismic Design Category: B PROPOSED ONE STORY ADDITIONS plication) i1 1 PRINT NAME: Special Wind Region No PROPOSED FULL HOUSE RENOVATION existing I Proposed 1 A2.1 P 9 Issued for underground III Pool Patio First Floor Plan CAPACITY(Check One): ❑ Owner ❑ Owner's Representative PROPOSED UNCOVERED PATIO #1 propane tank 1 new (under separate Wind Borne Debris Zone Yes dda,x PROPOSED UNCOVERED PATIO #2 8'dia.x 8' application existing I �,1 j PROPOSED ATTACHED GARAGE ADDITION Consti -U `I n generator E 6 DIAMETER weathering: severe PROPOSED GARAGE CONVERSION TO LIVING SPACE °r E Frost Line Depth: A2.2 P 36 inches ' "' ' Garage Attic Plan � -- 33-0 t STORM WATER g PROPOSED BILCO DOOR to garage II zs'' / 1 o Termite: Moderate to Heavy 1 RUN-OFF CALCULATIONS: 15 AREA DIAGRAM / CLASSIFICATION P o a d Proposed w 1 u Addition Ga1��tge REFLECTIVE WHITE w dit:lD HOUSE ROOF RUN-OFF: -n REFLECTIVE RED Existing existing 1 •Roof Area=1,065s.f. A3.o Foundation Plan PANTONE#187 ' One-story �--xulnit 1,065 f.x0.1421.0=181 cu.6 ry 1 1a1�.n.142.42=4.3 '� Winter Design Temperature 11 degrees Dates Dwelling Proposed (1)8'dia x8'tall drywell 5 landing , Ice Barrier Underlayment Required Yes for Valley's& Eave Perimeters Proposea"�u b ipArod osed Y ters2/8/21 Issued for Construction utilize existing proposed landing "r "Ip ° Flood Hazards N/A curb cut driveway �__5.5' dition 1 A3. 1 Foundation Plan Details )) Air Freezing Index 618 Mean Annual Tem 52. Proposed Proposed 1 '+ _ ,.,,, ,j 9 P 1 degrees bilco door Addition ar�g 1 I vets Component and Cladding Loads: Table R301.2(2) 22°-9'" A3.2 Structural Plans cn ZONE 4 18.2 -19.0 0 Solid Cover(Traffic Bearg) IZ existing 1 Grade i (9 l 6"dia. i r CS I 15.2 1 SDR35 2a"max j ZONE 5 18.2 -24.0 //� 0 1 li Sewer P'pe I Traffic Bear Dome - v/ 3 p Proposed I ptchedat I g H ? ' Uncovered - va°perfoot ( c�1 Patio minimum I €� Coo..R,ngs(typ) A3.3 Roof Framing Plan N ZONE 1 16.7 -18.0 ' I ®®� 4 I 9 (tYP) g I 12 L existing=o ; Wrap drywell with T-0"min.Collar 1/2 2 c� ZONE 2 16.7 -21.0 Q driveway to _ l landscape fabric c- ry+ be removed I I Backfillw/Clean STROKE N U .N n Isand&Gravel The construction type n 13 n 1 I I n a I i designation shall be M ZONE 3 16.7 -21.0 S 1 L- ..e 24"min. J I" "ll" "III" "IV"or"V" cv n No. Date Description to indicate the constrt�tion .� ZONE 1 10.5 -16.0 p Q 1 -- �-Ground Water A3.4 Braced Wall Plan Cb to I (el.z.a) classification of the 00 M ZONE 2 10.5 -29.0 Project 4 + I Typical Drywell G)tail structure under "DESIGNATION FOR STRUCTURAL � N 6 existing 1 ro x�,a section 602 of the BCNYS COMPONENTS THAT ARE OF ZONE 3 10.5 -43.0 1 --_r_ TRUSS TYPE CONSTRUCTION f' A4. 1 Front Elevation N ZONE 1 10.0 -18.0 Proposed 1 '"F" FLOOR CONSTRUCTION,INCLUDING � C) - i Right Elevation 6 � ® „ „ GIRDERS AND BEAMS N M ZONE 2 10.0 -30.0 Addition an S ; THIS IS AN ARCHITECTURAL SITE PLAN g r R ROOF FRAMING d pl I BASED ON INFORMATION FROM A = t ( o ZONE 3 10.0 -46.0 FR FLOOR AND ROOF FRAMING Q/ t SURVEY PREPARED BY: " S i LD i " Renovation I 1 Peconic Surveyors P.C. STANDARDS AND CODES Zone Diagrams A4.2 Rear Elevation Southold,NY z Proposed For July 7,2020 a Bilco Door Pro Proposed Left Elevation �- , rl� z posed ,; I ,Ib' , °cam, I.�+`; t 3 3 Addition#1 #1 Garage Conversion 1 1 �. �" t %-- 2 4' ' Proposed Proposed ( ) to Living Space F _ .. _ ~� 5r s 3 , s Patio#1 p (730 s.f.) Landing#1 Frank 8� 0 Electric Power Lines 5 z 5 2 (635 s.f.) ° A5. 1 Building Sections 1 Z C � Gas,Oil,or Steam 4 s 4 4 3 a 4 1 A B C Communication Lines,CATV Potable Water Waoble 5 5 Interior 5 5 j J enni er Zone + Reclaimed Water, Irrigation,Slurry Edge X X' ® perimeter ' ` J Existing 1 ving Space A5 2 Building Sections " Zone ® Zone Proposed to be renovated) g r= Seti�ersand Drawn Lines 0 Addition#3 ( ) I Lupinacci W D E F�G KnowCa'ItbeoDreyyv.ou dig, E7 Temporary Survey Markings U_ (203 s.f.) (2,051 s.f.) o o Proposed Excavation MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Table R301.5 N 5920 Indian Neck Lane 0 Plumber Riser Q USE LIVE LOAD DEAD LOAD LL Proposed Proposed Peconic, NY �- Exterior Details VICINITY MAP Landing Patio#2 ry i Q 0 Exterior Balconies and decks 40 psf 10 psf Proposed ( ) Jurisdiction 152 s.f. N Fire Escapes 40 psf 10 psf I Addition#2 N Proposed (46 s.f.) m A6. 1 Strapping Details Passenger Vehicle Garages 50 psf as per plan Landing#2 Town of Southold IN N '7$ Iz Nailing Schedule Unhabitable ATTICS without Storage 10 psf 10 psf o Suffolk County �N/ Proposed �Orr ``_` LL Details Unhobitable ATTICS with Storage 20 psf 10 psf Pool Patio Framing Habitable ATTICS and ATTICS under served with fixed stairs 30 psf 15 psf separated Drawn B drab nla 4g8r Utility Protection Detail application) y' �eRED C►t Lama yS ROOMS other than sleeping rooms 40 psf 15 psf M.P. E-1 Electrical Plans Sleeping Rooms 30 psf 15 psf Checked B 4 �(,�' • ��� �'�` Stairs 40 psf 10 psf y * M.A.M. A ZONING ANALYSIS Guards and Handrails 200 psf lateral � Job No. 7AF 031 Guard in-fill components 50 psf + 2052 00 NEB�tb �0� ROOFS 30 psf 15 psf Zone: R-80 Sheet Title Lot Area = 81,833 s.f. (1.878 acres) ALLOWABLE DEFLECTION : Table R301.7 Cover Sheet Min. Required = 80,000 s.f. -Yards: Structural Member Allowable Deflection Required: _ Rafters having slopes greater than 3/12 with no L/180 -i Front=60ft _ finished ceiling attached to rafters. L. Site Plan Side=20 ft(min.) p 5920 Indian Neck Ln Interior Walls and Partitions H 180 ■ _ Side=45 ft(total) � ` / � - Project Data Peconic, NY 11 . 58 Rear=75 ft :, Floors and Plastered ceilings L/360 -0 All other Structural Members L/240 0 U Exterior Walls with plaster or stucco finish H/360 N (A Exterior Walls - wind loads° with brittle finishes H/240 Sheet Number Exterior Walls - wind loads with flexible finishes H/120 Lintels Supporting Masonry Veneer Walls L/600 Note L=Span Length, H=Span Height GENERAL CONDITIONS STEEL NOTES FRAMING (continued) EXTERIOR WINDOWS AND DOORS GLAZING 000 s.i. 1. All exterior windows and doors shall be designed to resist the component All Glazing shall conform to section R308 (glazing) of the 2020 FACTORY-BUILT GAS & WOOD FIREPLACES 1. All Steel shall have a minimum Fb of 33, p. h. Fire blocking as required. and cladding wind loads specified on the cover sheet. Residential Code of NYS. 1. All work shall conform to the codes listed on the cover sheet. All codes 9 q , shall supersede the drawings and shall be incorporated into the drawings, whether 2. All Steel shall conform to the latest A.S.T.M. specifications for 2. Bearing Walls supporting one floor or more: Factory-built fireplaces shall be listed and labeled and shall be installed ,'�_; �: x:;y� \ the are indicated on the plans or not. " in accordance with the conditions of the listing, and shall be tested ",.,,' Y P A992/A572 steel. Pipe columns shall conform to A.S.T.M. A501. 2. All exterior windows and sliding doors shall be tested b an approved R308.4 Hazardous locations. The following shall be considered 9� " a. Partitions must be constructed of minimum 2 x 4 studs spaced 16 o.c. 9 Y PP 9 £;=.,�, independent laboratory, and bear a label identifying manufacturer, specific hazardous locations for the purposes of lazin • in accordance with UL 127. ' 2. Contractor shall check and verifyaft dimensions, notes and conditions of the 3. All work shall conform to the latest A.LS.C. specifications. of type lumber specified unless otherwise noted on plans. P Y� Y 9 -P P 9 :r~ ''. 1�°�`',ati' a,C>� - -.� . performance characteristics and approved inspection agency to indicate Hearth Extensions. 11.'' 1, ``�- site before any construction work is started. The Contractor shall notify the b. If a double top plate of less than 2-2 x 6 s or 2-2 x 4 s is used, floor compliance with AAMA/WDMA/CSA 101/I.S.2/A440. Exterior side-hinged 1. Glazing in fixed and operable panels of swinging, sliding door and Architect of any discrepancies or conflicts in the drawings and/or field FRAMING joists shall be centered direct) over and below bearing wall studs with a bifold door. conditions before starting the work. The discovery of discrepancies after Jo Y 9 doors shall be tested and labeled as conforming to AAMA/WDMA/CSA PP Y- P Hearth extensions of approved factor built fireplaces shall be installed �. beginning the work shall be the full responsibility discovery of the Contractor to correct. tolerance of no more than 1" unless substantiated engineering calculations. 101/I.S.2/A440 or AMD 100. 2. Glazing in storm doors. in accordance with the listing of the fireplace. The hearth extension 9 9 P Y 1. Minimum header size to be (2) 2x6 unless noted otherwise on plan. shall be readily distinguishable from the surrounding floor area. c. Interior bearing stud walls must be sheathed with a minimum 1/2 gyp. bd. 3. Glazing in all unframed swinging doors. KA i c� h 4-a E-:� I 3. Contractor shall locate & stake out all existing underground utilities prior to any 2. All structural framing Lumber to be doug fir #2 or better, fastened according to drywall manufacturer recommendation and fireblocked. 3. Garage doors shall be tested in accordance with either ASTM E 330 or excavation. The utilities shown on the plans are an approximate location only. (min. fb=900, e = 1.5x10) Higher stress lumber such as s.y. pine, ect. may ANSI/DASMA 108, and shall meet the acceptance criteria of ANSI/DASMA 108. 4. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, 4. Contractor to be responsible for arranging all necessary permits and be substitued for doug fir. No spf lumber may be used except for sill, Corner Bracing: bathtubs and showers. Glazing in any part of a building wall enclosing these IVE �; n ;a inspections, including obtaining the Certificate Of Occupancy (C.O.). plates, and studs. 1. Unless otherwise noted, brace exterior corners of building with 4 x 8 plywood 4. Window and glass door assemblies shall be anchored in accordance with the compartments where the bottom exposed edge of the glazing is less than _ � sheet of thickness to match that of sheathing. 60 inches measured vertically above any standing or walking surface. 5. Written dimensions shall have precedence over scaled dimensions and larger 3. All exterior lumber and/or lumber in contact with masonry/concrete shall be published manufacturers recommendations to achieve the design pressure scale details shall have precedence over smaller scale details/drawings. pressure treated unless otherwise noted. 2. Overlap plates at all corners. specified. Substitute anchoring systems used for substrates not specified 5. Glazing in an individual fixed or operable panel adjacent to a door shall be ELECTRICAL A rc h i t(=, C Drawings are not to be scaled. b the fenestration manufacturer shall provide equal or greater anchoring considered to be a hazardous location where the bottom exposed edge 4. All wood subfloors shall be 3/a' thick T&G subfloor with o minimum Nailing: Y P q 9 9 P 9 1. All electrical work shall conform to rules and regulations of the 6. Any deviation from the Architect's drawings must be submitted to the Architect span rating of 48/24, to be glued and nailed to joists. 1. All nailing shall comply with nailing schedule in the 2015 International performance as demonstrated by accepted engineering practice. of the glazing is less than 60 inches above the floor or walking surface and 2017 National Electric Code, NFPA 70-2017 and the 2020 21 Main Street Stony Brook NY 11790 in writing for approval. Residential Code and nailing schedule shown on plans. it meets either of the following conditions: Residential Code of NYS. 5. All wood frame openings in floors, roofs, ceilings shall have a minimum 5. Emergency escape and rescue opening required: Basements, habitable attics, 5.1. Where the glazing is within 24 inches of either side of the door in 2. The Electrical equipment and wiring shall be installed in accordance _ 7. Contractoi, shall be responsible for adequately bracing and protecting all work double trimmer and header framing unless noted otherwise on plan. Alignment: ever sleeping room and where noted on floor plans shall have not less than the lane of the door in a closed position. phone. 631 686 6585 / P 9 P P P with chapters 34 thru 43 of the 2020 Residential Code of NYS. during construction against damage, breakage, collapse, distortion and 1. All rafters and joists framing from opposite sides shall la at least six fax. 631 686-6786 nt according to applicable codes standards and good practice. 6. All wood frame wall openings shall have minimum of single Jack stud plus J 9 PP P one operable emergency escape and rescue opening. Where basements contain 5.2. Where the glazing is on a wall perpendicular to the plane of the 3. Electrical work to be Fire Underwriter's inspected and approved.misalignment g PP g P single Kin stud posts at each end. (3) inches and be nailed together with min. (3) 10d face nails. one or more sleeping rooms, an emergency escape and rescue opening shall PP email. MMacrinaecr MMArehitectAlA.com g g p P 9 9 Y P P 9 door in a closed position and within 24 inches of the hinge side „ B. All work shall be performed in a first class manner with all new materials. 2. When framing end to end joists shall be secured together b metal straps. be required in each sleeping room. Emergency escape and resuce openings of an in-swinging door. 4. All electrical outlets in wet" areas to be ground fault interrupter web. MMArchitectAlA.com Contractor shall provide all equipment, labor and materials necessary for 7. All hanging wood joists and rafters shall be supported with steel 9 1 9 Y P q P 9 g y P9 g G F I type,Dist hangers. shall open directly into a public way, or to a yard or court that opens to Exceptions: ( ) These plans are an instrument of service and are the proper execution and timely completion of the work. Contractor shall J 9 a public way. 5. Working clearance dimensions around electrical panel to be a the exclusive property of the architect. be responsible for all materials and equipment stored at the site. 8. When joist hangers & fasteners are in contact w/ pressure treated lumber, 1. Decorative glazing. „ „ Infringements of the concepts and design Ideas D RA FTSTO P P I N G / F I R E B LOC K I N G & minimum of 36 deep x 30 wide x 6-6 high. presented an these drawings shall be prosecuted All contractors and their subcontractors shall cart insurance that will protect or exposed to the exterior use stainless steel or hot-dipped galvenized Exception: Basements used only to house mechanical equipment 2. Where there is on intervening wall or other permanent barrier to the fullest extent of the law. Copyright 2020: 6. All electrical work to be performed b a local licensed electrician. 9 Y p joist hangers & fasteners only. FIRE PROTECTION 9 q between the door and the glazing. p Y Michael Macrina Architect, the Owner and Architect from claims from damages for personal injuries, not exceeding a total floor area of 200 s uare feet. pc. All rights reserved, - g P 3. Where access through the door is to a closet or storage area Ground-Fault Circuit-Interrupter Protection. no part of the plans may be reproduced without including death, which may arise in connection with this project. 9. All sheathing shall be a minimum of Y2' CDX plywood on roof 1. Install Fireblocking required as per section R302.11 and Draftstopping as per 9 9 the expressed written consent of the architect. and 3f6" OSB plywood on walls unless noted otherwise on plans and Operational constraints and opening control devices: Emergency escape 3 feet or less in depth. Glazing in this application shall comply Locations. P Yw P section R302.12 of the 2020 Residential Code of NYS. - 9 y p 10. Contracta, to indemnify Architect and Owner and hold harmless. fastened to studs as per nailing schedule. and rescue openings shall be operational from the inside of the room with Section R308.4.3. Draftstopping required: without the use of keys, tools or special knowledge. Window opening control 4. Glazing that is adjacent to the fixed panel of patio doors. 1. All bathroom receptacles are to have G.F.C.I. protection. 11. The Architect is not responsible for construction means, methods, techniques, 10. Provide Double all Floor Joists under All Parallel Walls Above unless noted 2. All garage & accessory building receptacles are to have G.F.C.I. r Drawing Status : P q When there is usable space both above and below the concealed space of a devices complying with ASTM F 2090 shall be permitted for use on windows 9 9 Y 9 P protection. sequences, procedures or for the safety precautions and programs in otherwise on plan. floor ceilin assembly, draftsto s shall be installed so that the area of the 6. Glazing in an individual fixed or operable panel that meets all of the following 3. All outdoor receptacles are to have G.F.C.I. protection, connection with this project. / g Y P serving as a required emergency escape and rescue opening. Emergency 11. All top plates in wood frame walls shall be doubled and overlap with concealed space does not exceed 1,000 sf. Draftstopping shall divide the escape and rescue openings shall have minimum dimensions as specified conditions shall be considered to be hazardous location: 4. All crawl space receptacles are to have G.F.C.I. protection. 12. Match all existingconditions as the relate to finishes, lighting, coursing, intersecting walls if possible. concealed space into approx. equal areas. Where the assembly is enclosed by y g a floor membrane above and a ceiling membrane below draftsto In shall be in this section. 6.1. The exposed area of an individual pane is larger than 9 square feet. 5. All unfinished basements receptacles are to have G.F.C.I. protection. dimensions, height, alignment, etc. Move and re-locate any partitions, wiring, 12. Laminated Veneer Lumber to have a min. of 2,650 (Fb) bending stress 9 PP g 6.2. The bottom edge of the glazing is less than 18 inches above plumbing and ductwork that may be concealed in walls or ceilings being revised, and a min. of 1.9x10 E modulus of Elasticity. provided in floor/ceiling assemblies under the following circumstances: Minimum opening are: 9 9 9 6. All kitchen receptacles that serve countertop surfaces shall have ( ) Y Emergency and escape rescue openings shall have a the floor. ' to provide a complete job in all respects. G.F.C.I. protection. P P J P 1. Ceiling is suspended under floor framing net clear opening of not less than 5.7 square feet. The net clear opening 6.3. The to edge of the glazing Is more than 36 inches above the 13. All shims under cellar girders to be steel only. dimensions required b this section shall be obtained b the normal P 9 g g 7. All laundry, utility and bar sink receptacles that are located within 6ft. Issued for 13. All contractors and subcontractors shall be licensed and insured as required. 2. Floor framing is constructed of truss-type open-web or perforated members. q Y Y floor; and of the outside edge of the sink are to have G.F.C.I. protection. 14, Contractor to obtain Owner's or Architect's approval for all materials, finishes, 14. Wrap all girders that sit in concrete beam pockets with soft flashing to operation of the emergency escape and rescue opening from the inside. The 6.4 One or more walking surfaces are within 36 inches measured 9 P f prevent direct contact with concrete. Materials: net clear height opening shall be not less than 24 inches and the net clear horizontally and in a straight line, of the glazing. 8. Electrically heated floors, hydromassage bathtub, spa and hot tub C pnstruction- installed and equipment prior to purchasing. All equipment and materials are to be per manufacturers written specifications. Draftstopping materials shall not be less than 1/2 inch gypsum board, 3/8 width shall be not less than 20 inches. g 9 locations are to have G.F.C.I. protection. Bolts in Wood Framing: inch wood structural panels, 3/8 inch Type 2-M-W particleboard or other Exceptions: 15. Contractor shall keep site clean and free of debris. 1. All bolts in wood framing, where specified on plans shall be standard approved materials adequately supported. Draftstopping shall be installed Exception: Grade floor or below grade openings shall have a net clear P 9. All receptacles within 6 feet of the outside edge of a bathtub or parallel to the floor framing members unless otherwise approved b the 1. Decorative glazing. shower stall are to have G.F.C.I protection. machine bolts with standard malleable iron washers or steel plate washers. P 9 PP Y opening of not less than 5 square feet. 16. These drawings are the property of the Architect and shall not be used building official. The integrity of all draftstops shall be maintained. without his consent. Drawings shall not be used for issuing of a building 2. Steel plate washer sizes shall be as follows: 2. Where a horizontal rail is installed on the accessible side(s) of the permit unless signed & sealed by Michael Macrina Architect, p.c. a. late1/2" and r six Diam. bolts - 2-1/4" sq. x 5/16" Fire Blocking Required: Window Sill Height:Where a window is provided as the emergency escape and glazing 34 to 38 inches above the walking surface. The rail shall Arc-Fault Circuit-Interrupter Protection. „ rescue opening, it shall have a sill height of not more than 44 inches above be capable of withstanding a horizontal load of 50 pounds per Locations. 17. Contractor to follow all manufacturer's specifications, recommendations and b. 3/4 Dia. bolts-2-5/8 sq. x 5/16". Fireblocking shall be provided to cut off all concealed draft openings the floor; where the sill height is below grade, it shall be provided with a linear foot without contacting the lass and have a cross-sectional 1. All branch circuits that supply 120-volt, single-phase, 15 & 20 am installation details on all products used in this ro'ect. Notify the Architect " both vertical and horizontal and to form an effective fire barrier between g g P g g PP yP Dates : P P 1, Y 3. Each bolt hole in wood shall be drilled 1/16 larger than diameter of bolt. ( ) window well in accordance with Section R310.2.3. height of not less than 1 1/2 inches. outlets installed in kitchens, family rooms, dining rooms, living rooms, of any conflict between the plans and manufacturers specifications, stories, and between a top story and the roof space. Fireblocking shall be parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, 2/8/21 Issued for Construction recommendations and installation details prior to installation of product on 4. For sill anchors, see typical details on architectural drawings. rovided in wood-frame construction in the following locations. 6. All exterior windows and doors occurin in hazardous locations as per Section 3. Outboard panes in insulating glass units and other multiple glazed this project. Contractor shall be responsible for correction of any work that P 9 g P panels where the bottom edge of the glass is 25 feet or more hallways, laundry areas and similar rooms ru areas shall be protected by Lag Bolts: R308.4 of the 2020 Residential Code of NYS and indicated on floor plans above grade, o combination type arc-fault circuit interrupter installed to provide prevents the correct installation of a specified product as shown on the a. In concealed spaces of stud walls and partitions, including furred spaces g a roof, walking surface or other horizontal [within � P P drawings. 1. All lag bolts where specified on plans shall be of structural grade steel. and parallel rows of studs or staggered studs; as follows: are to have tempered glass. See glazing section of this sheet and section R308 45 degrees or horizontal] surface adjacent to the glass exterior. protection of the branch circuits. 2. Washers shall be laced under the head of la bolts bearing on wood. of the 2020 Residential Code of NYS. 18. Contractor shall be responsible for adequately bracing and protecting all work P 9 9 - vertically at the ceiling and floor levels. 7. Glazing in guards and railings, including structural baluster panels and Single-and Multiple-Station Smoke Alarms. during construction against damage, breakage, collapse, distortion and Length of lag bolts shall be minimum 2/3 depth of members being bolted - Horizontally at intervals not exceeding 10 ft. 7. All exterior windows and doors are to have a maximum U-value of 0.35 and nonstructural in-fill panels, regardless of area or height above a walking All smoke alarms shall be listed in accordance with UL 217 and misalignment according to applicable codes, standards and good practice. together. a maximum solar heat gain coefficient factor of 0.40. surface shall be considered to be a hazardous location. installed in accordance with the provisions of Section R314 of the 3. All bolts that are in contact with pressure treated lumber or exposed to b. At all interconnections between concealed vertical and horizontal spaces 2020 Residential Code of NYS and comply with the provisions GUARDSexterior are to be stainless steel or hot-dipped galvenized. such as occur at soffit, drop ceilings and cove ceilings. FALL FIOTECTION 8. Glazing in walls, enclosures or fences containing or facing hot tubs, spas, of NFPA 72. Altering Structural Members: c. In concealed spaces between stair stringers of the top and bottom of whirlpools, saunas, steam rooms, bathtubs, showers and indoor or Locations. (Section R314.3) Guards[Required. In dwelling units, where the to of the sill of on operable window outdoor swimming pools where the bottom exposed edge of the glazing is Single and multiple-station smoke alarms shall be installed in �- 1. No structural member shall be omitted, notched, cut, blocked out or the run. Enclosed spaces under stairs shall have walls. under-stair surface 9 p P less than 60 inches measured vertical) above an standing or walking g P Porches, Balconies, Ramps, Stairs or Raised Floor Surfaces Located relocated without prior approval by the Architect. Do not alter size of and any soffits protected on the enclosed side with a 1/2" gypsum board. opening is located less than 24 inches above the finish floor and Y Y 9 g the following locations: More Than 30" above the Floor or Grade Below shall have Guards greater than 72 inches above the finish grade or other surface below surface shall be considered to be a hazardous location. This shall apply to 9 1. In each sleeping room. members noted without approval of the Architect. a single glazing and each pane in multiple glazing. P 9 not Less than 36" in Height. d. At openings around vents, pipes, ducts, cables and wires at ceilings and on the exterior of the building, the operable window shall comply with 2. Outside of each separate sleeping area in the immediate Built-up Beams: floor level, with on approved material to resist the free passage of flame one of following: Exceptions: Glazingthat is more than 60 inches measured horizontal) Vicinity of the bedrooms. Open sides of stairs shall have guards not less than 34" in height and not 1. Built-up beams or joists formed b a multiple of 2 x dimensional lumber and products of combustion. p y y " P j y p and in a straight line, from the waters edge of a bathtub, hot tub, 3. On each additional story of the dwelling, including basements No. Date Description more than 38 measured vertically from the nosing of the treads. members shall be interconnected as follows: 1. operable windows with openings that will not allow a 4 inch diameter 9 9 Y 9� 9 " e. For the fireblockings of chimneys and fireplaces, see Section R1003.19. sphere to pass through the opening where the opening is on its spa, whirpool or swimming pool or from the edge of a shower, sauna and habitable attics but not including crawl spaces and uninhabitableGuard Opening Limitations. a. Members 12 and less in depth: glue and internail w/2 rows largest opened position. or steam room. attics. In dwellings or dwelling units with split levels and without Project : Required Guards on open sides of stairways, raised floor areas, 16D nails at 12„ o.c. staggered. f. Fireblocking of cornices of a two family dwelling is required at the line an intervening door between the adjacent levels, a smoke alarm balconies and porches shall have intermediate rails or ornamental b. Members greater than 9-1/4" in depth or multiple 3x members of dwelling unit separation. 9. Glazing adjacent to stairs, landings and ramps where the bottom exposed edge installed on the upper level shall suffice for the adjacent lower 2. operable windows that are provided with window fall prevention devices of the glazing is less than 36 inches above the plane of the adjacent walking level provided that the lower level is less than one full story Proposed closures that do not allow passage of a sphere 4" or more in through bolt with 1/2 diameter machine bolts at 24" o.c. that comply with ASTM F 2090. • diameter. staggered top & bottom, 1-1/2" from edges. Materials: surface of stairways, landings between flights of stairs and ramps shall be below the upper level. considered to be a hazardous location. 2. Built-up beams or joists formed by a multiple of engineered lumber Except as provided in Section R602.8, Item 4, fireblocking shall consist 3. operable windows that are provided with window opening control devices 4. Smoke alarms shall be installed not less than 3 feet horizontally Addition a n d Exception. that comply with section R312.2.2. from the door or opening of a bathroom that contains a bathtub The triangular openings formed b the riser, tread and bottom rail members are to follow manufacture specifications of 2 inch nominal lumber, or two thicknesses of 1 inch nominal lumber, 9Y 10. Glazing adjacent to the landing at the bottom of a stairway where the glazing or shower unless this would prevent placement of a smoke alarm ' of a ward at the open side of a stairway are permitted to be of Cutting of Beams,Joist and Rafters: or two thicknesses of 1 inch nominal lumber with broken lap joints, or 9 P Y P is less than 36 inches above the landing and within a 60 inch horizontal arc less required by Section R314.3. such a size that o sphere 6" cannot ass through. 1. Cutting of wood beams, joists and rafters shall be limited to cuts and bored one thickness of 23/32 inch wood structural panels or one thickness of Section R312.2.2(window opening control devices) Renovation p p g less than 180 degrees from the bottom tread nosing shall be considered to be When more than one smoke alarm is required to be installed within an holes not deeper than 1/6 the depth of the member and shall not be 3/4 inch particleboard with joints backed by 3/4 inch particleboard, 1/2 Window opening control devices shall comply with ASTM F 2090. a hazardous location. q located in the middle of 1/3 of the span. Notch depth of the ends at the inch gypsum board or 1/4 inch cement-based millboard. Batts or blankets The window opening control device, after operation to release the individual dwelling unit the alarm devices shall be interconnected in member shall not exceed 1/4 the depth of the member. Holes bored or out control device allowing the window to fully open. shall not reduce the such a manner that the actuation of one alarm will activate all of the - HABITABLE SPACE or minerial wool or glass fiber or other approved materials installed in such net clear opening area of the window unit to less than the area PLUMBING alarms in the individual dwelling unit. The alarm shall be clearly audible in For into joist shall not be closer than 2 inches to the tip or bottom of the joists and the diameter of the hole shall not exceed 1 3 the depth of the a manner as to be securely retained in place shall be permitted as an required by section R310.2.1. all bedrooms over background noise levels with all intervening doors closed. 1. All Habitable spaces shall conform to the following sections of the 2020 j / p 1. All plumbing work to be installed in strict accordance with the 2020 acceptable fire block. Batts or blankets of mineral or glass fiber or other Residential Code of NYS. joist. The tension side of beams, joists and rafters of 4 inches or greater Residential Code of NYS and local codes. Combination Detectors. Frank nominal thickness shall not be notched, exce t at ends of members. approved nonrigid materials shall be permitted for compliance with the 10 R303 (light, ventilation, and heating} P CLOTHES DRYER EXHAUST 2. All Soil Plumbing Lines which need to run Perpendicular to Floor Joists Combination smoke and carbon monoxide alarms shall be permitted Pipes in Stud bearing Nails or Shear Nails: foot horizontal fireblocking in walls constructed using parallel rows of studs to be used in lieu of smoke alarms. . R304 (minimum room areas) 1. To be installed as per section M1502 of the 2020 Residential shall be located as close as possible to center joist span to maintain 1. Notches or bored holes to studs of bearing walls or partitions shall not be or staggered studs. Loose-fill insulation material shall not be used as a fire R305 (ceiling height) Code of NYS. structural integrity of joists. Refer to the framing section of this sheet. Power Source. R306 (sanitation) more than 1/3 the depth of the stud. block unless specifically tested in the form and manner intended for use to 2 Clcthes dryer exhaust system shall be discharged to the exterior. 3. Materials for water supply and distribution systems, per tables P2906.4, Jennifer Bridging and Blocking: demostrote its ability to remain in place and to retard the spread of fire The required smoke alarms shall receive their primary power from R307 (toilet, bath and shower spaces) 1. There shall be not less than one line of bridging when using dimensional and hot asses. Exhaust duct size and material P2906.5 and P2906.6 of the 2015 International Residential Code. the building wiring when such wiring is served from a commercial source, 9 9 9 9 International Residential Code. and when primary power is interrupted, shall receive power from a lumber in every eight feet of span in floor, attic and flat roof framing. Exhaust ducts shall have a smooth interior finish and be constructed 4. Materials for drains, waste. and vents, per tables P3002.1(1) P3002.2(2) battery. Wiring shall be permanent and without a disconnecting switch Lupinacci of metal hove a minimum thickness of 28 gage. The duct shall 9 FLASHING & CAULKING NOTES The bridging shall consist of not less than one by three inch lumber Fire Protection of Floors 9 g g ' P3002.2 and P3002.3 of the 2020 Residential Code of NYS. other than those required for overcurrent protection. Smoke alarms double nailed at each end or of equivalent metal bracing of equal rigidity. All floor assemblies are to be fire-reistance rated with a minimum of 1/2" be 4" nominal in diameter. q P / shall be permitted to be battery operated when installed in buildings 5920 Indian Neck Lane t frost-proof b t bibb h i t All exterior hose s are o e rosprooype. 1. Providing metal flashing where framing lumber is in contact with soil or concrete. 2. Block solid of all bearing supports where adequate lateral support is not gypsum wall board, 5/8" wood structural panel or equivalent on the underside Length Limitation 5. without commercial power. Provide continuous hidden (blind) metal flashing where tops of roof intersect otherwise provided. Block all stud walls at maximum intervals of eight of the floor framing member. Penetrations or openings for ducts, vents, The maximum length of a clothes dryer exhaust duct shall not exceed 6. In areas prone to flooding, drainage, waste and vent systems shall be Peconic, NY vertical wall surfaces. Provide metal stepflashingaround all chimneys, skylights feet with minimum of 2 x solid material with tight joints. electrical outlets, lighting, devices, luminaires, wires, speakers, drainage, piping 35 ft. from the dryer location to the wall or roof termination. located and installed to prevent infiltration of floodwaters into the Carbon Monoxide Alarms.(Section 915 of the 2020 Fire Code of NYS) The maximum length of the duct shall be reduced 2.5 ft. for each systems and discharges from the systems into floodwaters. Carbon monoxide alarms shall be installed in the following locations: and where sides of roof intersect vertical wall surfaces. All metal flashing shall 3. Provide blocking under all posts down to foundation, beam and/or column and similar openings or penetrations shall be permitted. 45-degree bend and 5 ft. for each 90-degree bend. The maximum 7, In areas prone to flooding, v 1. Carbon Monoxide are required on each level on which sleeping Jurisdiction : extend up vertically a minimum of 4" from the roof unless noted otherwise. with similar material. Exceptions: length of the exhaust duct does not include the transition duct. P g> vents shall be located at or above the 9 design flood elevation. spaces are located, within 15ft. of the sleeping area. 2. Flash, caulk and seal all junctions of new and existing roofs, walls and Plywood: 1. Floor assemblies located directly over a space protected by an automatic More than one carbon monoxide alarm shall be provided penetrations, to form a watertight assembly. 1. All plywood shall be Doug fir or equal. It shall be manufactured and sprinkler system in accordance with Section P2904, NFPA 13D, or other REQUIREMENTS FOR B. All plumbing fixtures to be installed as per Chapter 27 of the 2020 where necessary to assure that no sleeping area on a story Town of Southold approved equivalent sprinkler system. Residential Code of NYS. is more than 15ft. away from a carbon monoxide alarm. Suffolk Count graded in accordance with : PP q � P � Ys MASONRY FIREPLACES Y U.S. Product Standard PS 1-83 for Construction and Industrial Plywood 9. Vents: 2. On any story where a fuel-fired appliances and equipment, y 2. Floor assemblies located directly over a crawl space not intended for PER 2020 Residential Code of NYS (table R1001.1) solid-fuel burning appliances and equipment, 2. Each I ood sheet shall bear the "APA" trademark. storage or fuel-fired appliances. Roof Extension (sect. P3103.11 P Yw „ fireplaces or attached garages are located. HEATING VENTILATION & COOLING 3. All end joints shall be staggered and shall butt Dion the center lines Hearth Slab Thickness 4 min. thickness for hearth extension Open vent pipes that extend through a roof shall be terminated not less J g9 9 3. Portions of floor assemblies shall be permitted to be unprotected where Interconnection of Carbon Monoxide Alarms& Detectors: Drawn By: of framingmembers. Hearth Extension 8"for fireplace opening less than 6 sq. ft. than 6 inches above the roof or 6 above the anticipated snow occumilation, ,��RED ,� Combustion Air complying with the following: leach side of open'g) 12"for fireplace opening greater than or whichever is greater. Where a roof is to be used for assembly, as a When more than one carbon monoxide alarm or detector is required to M.P. .C, I'(%% 4. The face grain of the plywood shall be laid at right angles to the joists �� A. Soild Fuel, 3.1 The aggregate area of the unprotected portions does not exceed 80 equal to 6 sq. ft. promenade, observation deck or sunbathing deck or for similar purposes, be installed within on individual dwelling unit or sleeping area, the f V, M r and trusses and parallel to the studs. � 4 � 'V�, Burning cppliances shall be provided with combustion air in accordance with the square feet per story. Hearth Extension 16"for fireplace opening less than 6 sq. ft. open vent pipes shall terminate not less than 7 feet above the roof. alarm devices shall be interconnected in such o manner that the actuation Checked By: �, , rn appliance manufacturers Installation instructions. Oil-fire appliances shall be 5. Nails shall be placed 3/8" minimum from the edge of the sheets. of one alarm will activate all of the alarms in the individual unit. .t •4 n 3.2 Fireblocking in accordance with Section R302.11.1 installed along the (front of opening) 20' for fireplace opening greater than or � �. � c � -� be provided with combustion air in accordance with NFPA 31. The minimum nail penetration into framing members shall be 1 1/2" Frost Closure (sect. P3103.2) The alarm shall be clear) audible in all bedrooms over back round noise M.A.M. .� m for 8d nails and 1 3/8" for tOd nails. perimeter of the unprotected portion to seperate the unprotected equal to 6 sq. ft. Y g ;: t Vent extensions through a roof or wall shall be not less than 3 inches in levels with all intervening doors closed. portion from the remainder of the floor assembly. 9 9 Ducts Firebox Dimensions 20" min. firebox depth Job No. o 6. All floors and walls shall be nailed as per nailing schedule. P diameter. Any increase in the size of the vent shall be made not less than •"F .�228q, + Duct Insulation 4. Wood floor assemblies using dimension lumber or structural composite Partitions: Thickness of 8 where firebrick lining is used 1 foot inside the thermal envelope of the building. Equipment. 2052 QF �D All supply ducts in unconditioned attics shall be insulated to a minimum of R-8 lumber equal to or greater than 2-inch by 10-inch nominal dimension, Wall of Firebox 14E All other ducts shall be insulated to a minimum of R-6. 1. General: or other a roved floor assemblies demonstratin a uivalent fire Carbon Monoxide alarms shall be listed, labeled as complying with PP 9 q 10. For trap sizes, see table P3201.7 on plumbing riser diagram UL2034 or CSA 6.19. Carbon Monoxide detectors shall be listed and a. Provide solid blocking at 4'-O" o.c. between the joist and first interior performance. Distance from top 8"min. Sheet Title : Duct Seoli_g parallel joist at all gable walls. of Opening to Throat labeled as complying with UL2075 and shall meet the sensitivity testing All ducts, air handlers and filter boxes shall be sealed. Joints and seams shall be Combustible Insulation Clearance DRYWALL NOTES and alarm thresholds of UL2034 or CSA 6.19. Carbon Monoxide alarms, b. Splices of the top and bottom portion of double top plates must be detectors and alarm control units shall be installed in accordance made substantially airtight by means of fastners, welds, tapes, mastics, gasketing " Combustible insulation shall be seperated not less than 3 inches from Bathroom Walls&Ceilings: General NOteS staggered a minimum of 24 . with the R.C.N.Y.S. and the manufacturers installation instructions. or other approved closure systems. recessed luminaires, fan motors and other heat-producing devices. " • c. Joints in top plate need not occur over studs. p g 00 Provide 1/2 mold & moisture resistant gypsum board by National Gypsum Exceptions Gold Bond Brand XP (purple board) or equal to all walls and ceilings, Power Source. Building �� le DuctSu wort d. La to lutes at corners and intersections. Ventlation Required: P P p including all bathroom walls and ceilings and any wet areas. All gypsum Carbon Monoxide alarms and detectors shall receive their primary power Metal ducats shall be su orted b 1 2" with 18 a e metal stra s or 12 a e Where heat-producing devices are listed for lesser clearances, P g pp y board shall receive one coat of toe and four coats of spackle minimum from the building wiring, where such wiring is served from a commercial PP Y / 9 9 P 9 9 Enclosed attics and enclosed rafter s aces formed where ceilin s are a lied direct) g alvanized wire at intervals not exceeding 10 feet or other approved methods. e. Plates shall not be less than 2 x nominal thickness. combustible insulation complyingwith the listing requirements shall be p p g 9' ' 9 9 PP g q to the underside of roof rafters shall have cross ventilation for each seperate space using Pro-Form Brand XP Ready Mix Joint Compound. All walls, ceilings, and source and shall be equipped with a battery backup system that Requirements Nonmetallic ducts shall be supported in accordance with the manufacturer's f. Notching: Any stud in an exterior wall or bearing partition shall be separated in accordance with the conditions stipulated in the listing. by ventilating openings protected against the entrance or rain or snow. Ventilating ledges to receive tile or stone shall be set on 1/2" cement board. automatically provides power from one or more batteries when primary installation instructions. permitted to be cut or notched to a depth not exceeding 25 percent its openings shall be provided with corrosion-resistant wire mesh, with 1/8" minimum to P Y width. Studs in nonbearing partitions shall be permitted to be notched to 1 4" maximum openings. Garage Walls&Ceilings: power is interrupted. Wiring shall be permanent and without o / disconnecting switch other than those required for over current protection. _ Duct Seacxration a depth not to exceed 40 percent of a single stud width. Refer to details " g q Ducts shall be installed with at least 4" separation from the earth except where P P g ATTIC ACCESS Provide one layer of 5/8 type-x gypsum wall board to all walls and ceilings P P for excessive notching studs. Minimum Area: of all garages and room enclosing heat producing equipment. Provide one Listings.they meet the requirements for underground duct systems. An attic access shall be provided for an attic areas that exceed 30 square feet � -� Sheet Number : g. Drilling: Any stud shall be permitted to be bored or drilled, provided p y q The total net free ventilating area shall not be less than 1 per 150 of the area of layer of 1 2" type-x gypsum wall board at all interior house walls common that the diameter of the resulting hole is not more than 60 percent and have a vertical height of 30" or more. The rough framed opening shall not g P to garages. Tape and 3 coats spackle for a level 3 finish. Carbon monoxide alarms shall be listed in accordance with UL 2034. Ducts located in garages and ducts penetrating the walls m ceilings sepersede the of the stud width, the edge of the hole is not more than 5/8 inch to be less than 22"x30" and shall be located in a hallway or other readily accessible the sFace ventilated. dwelling from the garage shall be constructed of a minimim No. 26 gage sheet Typical(all other spaces): Combination Alarms. metal or other approved material and shall not have opening into garage. the edge of the stud, and the hole is not located in the same section location. A 30" minimum obstructed headroom in the attic space shall be provided Vent Oearance: „ Combination carbon monoxide/smoke alarms shall be an acceptable as a cut or notch. Studs located in exterior walls or bearing partitions at some point above the access opening. Provide 1/2 gypsum board to all walls & ceilings not otherwise noted Where eave or cornice vents are installed, insulation a minimum of a 1„ space shall be alternative to carbon monoxide alarms. Combination carbon monoxide/ 11 drilled over 40 percent and up to 60 percent shall be doubled with not provided between the insulation and the roof sheathing at the location of the vent. above. All gypsum board shall receive one coat of tape and four coats smoke alarms shall be listed in accordance with UL 2034 and UL 217. ;. H more than two successive doubled studs bored. Refer to details for P g of spackle minimum for a level 4 finish. excessive drilling of studs. Notes INSULATION SCHEDULE (thermal envelope) House Component R Value Insulation Insulation Moisture Air Barrier g. Attic and Crawl Space Acces s Hatches and Doors. Access doors from 13.Utility Room Containing Fuel-Burning Appliances. Where open combustion air ducts Exception: A duct air leakage test shall not be required where ducts and p ( ) Thickness Type Barrier Sealing Detail Remarks appliances,the appliances air handlers are located entirely within the building thermal envelope. ENERGY/ CONSERVATION conditioned spaces to unconditioned spaces such as attics and crawl spaces provide combustion air to open combustion fuel-burning pp pp g P Existing Floor system assembly ex i sti n to remain shall be weatherstri ed and insulated to a level equivalent to the insulation and combustion air opening shall be located outside the building thermal envelope g BUILDING THERMAL ENVELOPE surfaces. q p g gAwrittenreportoftheresultsofthetestshallbesignedbytheparty (2"x8"floor joists) unless noted otherwise on plan on the surrounding surfaces.Access shall be provided to all equipment that or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall '� } g P 1.These plans are designed to be in accordance with the 2020 prevents damaging or compressing the insulation.A wood-framed or be sealed and insulated in accordance with the envelope requirements of Table conducting the test and provided to the code official. N New Floor system assembly R-30c 8" Fiberglass Residential Code of NYS and the 2020 Energy Conservation equivalent baffle or retainer is required to be provided when loose-fill N1102.1.2,where the walls,floors and ceilings shall meet a minimum of the 19. Building framing cavities shall not be used as ducts or plenums. O for additions(2"x8"floor joists) Batts A AN Construction Code of NYS for a climate zone of 4A. insulation is installed,the purpose of which is to prevent the loose-fill basement wall R-value requirement.The door into the room shall be fully gasketed from spilling into the living space when the attic access is opened,and to and any water lines and ducts in the room insulated in accordance with Section 20. Mechanical System piping insulation shall be capable of carrying fluids above 105'F 0 New Floor system assembly R-35 5" Closed Cell 2.The interior design temperatures used for heating and cooling load provide a permanent means of maintaining the installed R-Value of the N1103.The combustion air duct shall be insulated where it passes through or below 55°F with a minimum of R-3 insulation. LL for garage conversion 7 per 1" Spray Foam E pp calculations shall be a maximum of 72 F for heating and a minimum loose-fill insulation. the conditioned space to a minimum of R-8. 21.Mechanical Ventilation. The building shall be provided with ventilation that meets the a C ® n a of 75°F for cooling. requirements of Section M1507 of this code or the International Mechanical Code, 10.Air Leakage. The building thermal envelope shall be constructed to limit 14.Recessed Lighting. Recessed luminaires installed in the building thermal envelope 3.All materials, systems and equipment shall be installed in accordance with air leakage. The sealing methods between dissimilar materials shall allow as applicable,or with other approved means of ventilation. Outdoor air intakes and /krch itE:N. ct 9 9 shall be sealed to limit air leakage between conditioned and unconditioned spaces.All the manufacturer's instructions and the 2020 Residential Code of NYS exhausts shall have automatic or gravity dampers that close when the ventilation for differential expansion and contraction. Refer to the air barrier and recessed luminaires shall be IC-rated and labeled having an air leakage rate not and the 2020 Energy Conservation Construction Code of NYS. system is not operating. insulation installation schedule. more than 2.0 cfm when tested in accordance with ASTM E 283 at a 1.57 psf Existing Exterior existing to remain 4. Certificate: A permanent certificate shall be completed by the builder pressure differential.All recessed luminaires shall be sealed with a gasket or caulk 22.Equipment Sizing. Heating and cooling equipment shall be sized in accordance with Walls(2"x4") u n less noted othewise o rn plan 21 Main Street Stony Brook NY 11790 and posted on a wall in the;space where the furnace is located, 11.Testing. The building or dwelling unit shall be tested and verified as having between the housing and the interior wall or ceiling covering. New Exterior t R-19.5 Closed Cell with ACCA Manual S based on building loads calculated in accordance with ACCA 3�� a utility room or an approved location inside the building. an a (� Walls(2"x4") 6.5 per inch Spray Foam A/B phone. 631 686-6585 air leakage rate of not exceeding three air changes per hour.Testing shall Manual J or other approved heating and cooling calculation methodologies. New or _ Where located on an electrical panel,the certificate shall not 15.Programmable thermostat. The thermostat controlling the primary heating or cooling fax. 631 686-6786 be conducted in accordance Res-Net/ICC 3801 with ASTM E 779 or ASTM 9 P rY 9 9 replacement heating and cooling equipment shall have an efficiency rating equal to space around exterior window/ cover or obstruct the visibility of the circuit directory label, service 0 required email. MMacrina@MMArchitectA[A.com disconnect label or other required labels.The certificate shall list the E 1827 and reported at a pressure of 0.2 inches w.g. (50 Pascals). Where required system of the dwelling unit shall be capable of controlling the heating and cooling or greater than the minimum required by federal law for the geographic location doorjambs @ l b the code official,testing shall be conducted b an approved third party.A system on a daily schedule to maintain different temperatures set points at different where the equipment is installed. predominant R-values of insulation installed in or on ceiling/roof,walls Y g Y PP P Y Y P POver exterior wall plate f R-32 Varies Closed Cell Insulation to be Quick-Shield 112 or approved web. MMArchitectAlA.com crawl space wall and/or floor and ducts written report of the results of the test shall be signed by the party conducting times of the day.This thermostat shall include the capability to set back or 6.5 per inch Spray Foam CAD These plans are an instrument of service and are foundation (slab, basement wall, cra p ) Manual J&S is required for any new or replaced heating or cooling equipment equal with DC-315 thermal barrier coating outside conditioned spaces; U-factors for fenestration and the solar heat the test and provided to the code official.Testing shall be performed at any time temporarily operate the system to maintain zone temperatures down to 55°F or up the exclusive property of the architect. gain coefficient conditioned spa of fenestration, and the results from any required after creation of all penetrations of the building thermal envelope. to 85°F.The thermostat shall initially be programmed by the manufacturer with a Infringements of the concepts and design ideas Existing Flat Ceiling existing t0 remain presented on these drawings shall be prosecuted g heating temperature set point no higher than 70°F and a cooling temperature set 23. Li htin to the fullest extent of the law. copyright 2020: duct system and building envelope air leakage testing done on the g 9. Not less than 75 percent of the lamps in permanently installed lighting In (2'x8' ceiling joists) u n less noted otherwise on plan Michael Macrina Architect, pc. All rights reserved, building.Where there is more than one value for each component,the During Testing: point no lower than 78°F. fixtures shall be high-efficacy lamps or not less than 75 percent of the New Flat Ceilingno part of the plans may be reproduced without 5-1/2" Fiberglass the expressed written consent of the architect. certificate shall list the value covering the largest area. The certificate 1. Exterior windows and doors,fireplace and stove doors shall be closed, but not permanently installed lighting fixtures shall contain only high-efficacy lamps. 2'x8"ceiling joists) R-21 required C shall list the types and efficiencies of heating, cooling and service water sealed, beyond the intended weatherstripping or other infiltration control measures. 16.Duct Insulation. All supply ducts in unconditioned attics shall be insulated to a C N 9 J ) Batts minimum of R-8. Exception: Low-voltage lighting. New Vaulted Ceiling ,� heating equpiment.Where a gas-fired unvented room heater, electric 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall R-21 5-1/2 Fiberglass required p furnace,or baseboard electric heater is installed in the residence,the be closed, but not sealed beyond intended infiltration control measures. (2"x8"R.R.) Batts Drawing Status Y 17.Duct Sealing. All ducts,air handlers and filter boxes shall be sealed. Joints and New Vaulted Ceiling ,certificate shall list"gas-fired unvented room heater", "electric furnace"or 3. Interiror doors, if installed at the time of the test, shall be open. seams shall be made substantial) airtight b means of fastners,welds, tapes, g R-30 91, Fiberglass required CD Y 9 Y P (2'x10" R.R) Batts baseboard electric heater', as appropriate.An efficiency shall not be 4. Exterior door for continuous ventilation systems and heat recovery ventilators mastics, gasketing or other approved closure systems. Recommended Testing Agency: listed for gas-fired unvented room heaters, electric furnaces or electric shall be closed and sealed. Integrity Home Energy Assessments: (631)325-4006 Garage Ceiling (2"x10") R-30 9" Fiberglass B baseboard heaters. 5. Heating and cooling systems, if installed at the time of the test, shall be 18.Duct Testing. Ducts shall be pressure tested to determine air leakage by one of the Batts 7, Insulation and Fenestration Requirement by Component. turned off. following methods: Issued for Refer to insulation schedule. 6. Supply and return registers,if installed at the time of the test, shall be 1. Rough-in test:Total leakage shall be measured with a pressure differential of Window / Door Type (U) Factor S.H.G.C. Remarks 8. Eave Baffle. For air-permeable insulations in vented attics, a baffle shall fully open. 0.1 inch w.g. across the system, including the manufacturer's air handler i enclosure if installed at the time of the test.All registers shall be taped or 0 Double Hung Windows ConsLi � l be installed adjacent to soffit and eave vents. Baffles shall maintain an 12.Fireplaces.New wood-burning fireplaces shall have tight-fitting flue dampers 0.30 0.30 opening equal or greater than the size of the vent. The baffle shall otherwise sealed during the test. 0 extend over the to of the attic insulation.The baffle shall be permitted or doors, and outdoor combustion air.Where using tight-fitting doors on P P factory-built fireplaces listed and labeled in accordance with UL 127,the 2. Postconstruction test:Total leakage shall be measured with a pressure differential Casement Windows 0.30 0.30 to be any solid material. of 0.1 inch w.g. across the entire system, including the manufacturers air doors shall be tested and listed for the fireplace.Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in handler enclosure. Registers shall be taped or otherwise sealed during the test. Awning Windows 0.30 0.30 accordance with UL 907. 0 Hinged Doors 0.30 0.30 '0 Dates 3 C Sliding Doors 0.30 0.30 2/8/21 Issued for Construction TYPICAL INSULATION DETAILS Skylights N/A N/A 2/9/21 Rev. Exterior Wall Insulation- 1 71 Notes: If Air Barrier Sealing is required, refer to air barrier& installation schedule below. typical exterior wall E typical siding insulation :;:<.: v- - See Typical Insulation Details, same sheet (see insulation schedule) :r,", plywood Garage typical siding r`r sheathing Attic Air Barrier and Insulation Installation Schedule Table N1102.4.11.1 (402.4.1.1) first floor - -- --= - plywood Component Air Barrier Criteria Insulation Installation Criteria sheathing A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall not be used as a No. Date Description air barrier caulking sealing material. 1V air barrier caulking General Requirements The exterior thermal envelope contains a continuous air barrier. Project Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit shall be Proposed .- the insulation and any gaps in the air barrier sealed. aligned with air barrier. typical floor typical floor Ceiling/Attic Addition a n d insulation insulation Access openings, drop down stairs or knee wall doors to (see insulation sch.) (see insulation sch.) d air barrier caulking unconditioned attic spaces shall be sealed. The'unction of the foundation sill plate shall Cavities within corners and head r Renovation 1 e s of frame walls shall begrade Garage typical exterior wall I insulate be sea ed d b com letel fillin the cavit wi hInsulation Y P Y 9 y t a ma�terlal having (see insulation schedule) The junction of the top plate and the top of having a thermal resistance of R-3 per inch minimum. Walls exterior walls shall be sealed. For Exterior thermal envelope insulation for framed walls shall be Typical Addition Floor Garage Ceiling Knee walls shall be sealed. installed in substantial contact and continuous alignment with The junction of every stud,top plate&shoe plate to exterior sheathing the air barrier. Insulation Detail Insulation Detail shall be continuously sealed Frank & "` The space between window/door ambs and framing,and Windows, skylights P 1 9, 1 -1/2" = 1 '-O'• 1 -1/2" = 1 '-O" and doors skylights and framing shall be sealed. Jennifer Rim Joists Rim joists shall include the air barrier. Rim joists shall be insulated. The air barrier shall be insulated at any Floor framing cavity insulation shall be installed taw maintain Lupinacci Floors exposed edge of insulation. permanent contact with the underside of subfloor decking, or *47,w including above garage and floor framing cavity insulation shall be permitted tco be in contact cantilevered floors with the top side of sheathing, or continuous insullation installed 5920 Indian Neck Lane on the underside of floor framing; and extends from the bottom to baffle between rafters to provide the top of all perimeter floor framing members. IoeCOnIC, NY a min. of 1"of ventilation baffle between rafters to provide Exposed earth in unvented crawl spaces shall be Where provided instead of floor insulation, insulation c�i� o a min. of 1"of ventilation conversion ical n Insulation Crawl space walls covered with a Class I vapor retarder with shall be permanentley attached to the crawl Jurisdiction see insulation schedule) overlapping joints taped. space walls. Duct shafts, utility penetrations, and flue shafts openingclose Town of Southold foams insulation ____ _ _ new sleepers typical exterior wall Shafts, penetrations to exterior or unconditioned space shall be sealed. spray P _ (see insulation schedule) Suffolk County .:.-::. over top of plate , insulation Batts in narrow cavities shall be cut to fit, or narrow typical flat ceiling closed cell spray X cavities shall be filled by insulation that on Insulation foam insulation Narrow Cavities installation readily conforms to the available cavity (see insulation schedule) r over top of plate ,'?.r ' space. Drawn By: r �E , r\ I Air sealing shall provided between thegarage M.P. .�� 4 air barrier caulking g be p o g C typical vaulted ceiling :?". :'i; ::: Garage Separation and conditioned spaces. Checked By: �� � insulation y:r r. . :. . ;. :. � . freblockin g>: > : _>: Recessed light fixtures installed in the buildin g Recessed light ht fixtures installed in the building thermal insulation schedule) Qr V 1 n Recessed li htin -� M.A.M. typical flat ceiling :r;<,- g thermal envelo a shall be sealed to the d all. envelo a shall be airti ht and IC rated. * g : P rY`N P 9 insulation � �. (see insulation schedule) , � r:,:: � >; ;".".,_.,,,... r,•.".,..•,�r..�,%;'<: Batt insulation shall be cut neatly to fit around wiriing and plumbing Job No. �-. <">;:.>:.:`::•. Plumbing and wiring in exterior walls, or insulation that on installation readily conforms �A IOC 6 a- :' 1,+ `. %, �� to available space shall extend behind piping and wiring. 2052 J Imo' ,ec o l28 The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and / tubs shall seperate them from the showers and tubs. tubs shall be insulated. Sheet Itle Shower/tub on exterior wall continuously vented soffit r.„, Electrical/phone box on The air barrier shall be installed behind electrical or communication E n e Notes r,.: existing exterior walls boxes or air-sealed boxes shall be installed. slab typical exterior wall +< YP typical siding :" HVAC register boots that penetrate building thermal envelope - Insulation Sc h insulation r%:;:;: t Ica)exterior wall continuous) vented soffit HVAC register boots ■ (see insulation schedule) typical insulation Y shall be sealed to the subfloor or drywall. see insulation schedule ''' ' When required to be sealed, concealed fires sprinklers shall only be - Insulation Details plywood sheathing ( ) q P � Y typical siding sealed in a manner that is recommended by the manufacturer. ' `:: >' Concealed Sprinklers Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. Typical Addition Flat Ceiling Insulation Typical Addition Vaulted Ceiling Insulation . , Typical Addition Floor Sheet Number : .� Yp g & Baffle Detail at Rafter Splay & Baffle Detail at Rafter Splay Sleeper Insulation Detail 1 -1/2" = 1 '-O'• I N?'S? Kitchen Kitchen Appliance Schedule Room Description Quantity Manufacturer Model Finish Kitchen Refrigerator 1 Bosh Benchmark Series-Custom Panel B361T905NP panel ready ..� - Kitchen Dishwasher 1 Bosh Bosh 800 DLX Series SHV878ZD3N panel ready M i Kitchen Microwave 1 to be selected to be selected to be selected __. .__.. ._ Kitchen B 1 Range Bertazzoni Heritage Series HERT486GDFSAVT ivory _.._�.. ertazzoni gloss, brass hardware g ............... Arch itect Kitchen Schedule Room Description Manufacturer Model Finish 21 Main Street Stony Brook NY 11790 Kitchen Cabinets to be selected to be selected to be selected phone. 631 686-6585 fax. 631 686-6786 Countertop to be selected to be selected to be selected email. MMacrina(g)MMArchitectAIA.com Backsplash to be selected to be selected to be selected 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 presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2020: Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without Range Dishwasher the expressed written consent of the architect. Bertazzoni Heritage Series HERT486GDFSAVT Bosh 800 DLX Series SHV878ZD3N Drawing Status F Issued for Construction ---------------- .......... r, W JIM, Dates 2/8/21 Issued for Construction kI' IM Microwave Refrigerator No. Date Description idea hidden in pantry cabinet Benchmark Series Custom Panel B361T905NP Project Proposed Addition and I I - -------- - Renovation --'------------ I I I I I I I I I I ' For ----------- — — I I Frank & 36" ref. - -- J - - - EO] _ I I cal — — — N/ I I I 48"wide ------------ I 3�" microwave co gas stove t3'-10' i 4 n pantry cabinet , , oven I Jennifer 6 - ' 13-2 I I I I I 2" 12—'-0" ' I I �— 4- "—t7'-7 " 11'-0" 0 12 --------------------------------------- Lupinacci I I Renovated d.wJ N island Kitchen 1 a ' I 1 1 � I I I 5920 Indian Neck Lane r7 -- -! I 1Clg �� counter overhang i i PeConIC, NY ------� ----- new new new skylight 1 1 I above skylight I „ 1 1 Jurisdiction ----------! above ------6,. --------6— ------ 1--- ------JI 48" I f6'-2"- f8'-1" Town of Southold 1„ I I I I I I � �`new`a 42�s 42�" I i -----1 -H sloped clg. L J i Suffolk County I ex. j�-- - - N fireplace sink _ to remain "' I I Drawn By: M.P. 4 j�� � a�'',C V. �S Checked By : ,yC�f C`� 'R► ------- w � � M.A.M. A 1 Job No. qA� 0�2256 2052 -- Sheet Title ----------- Schedules -------- --- -- - -- - Kitchen Plan -------- Proposed Kitchen Plan 4 1/4" = 1 '-O" plan north Sheet Number �1 existing A/C unit to remain —_ _ _ I L-proposed door door � existing tile flooring to proposed be removed down ( landing I 1 1 to sub floor #1 ° ex.wall mounted electric j q� Lz, - heater to be removed I- • u q L_- - - - - -� � � ---� / c they Existing ii � a 0 -_= - �-- ��� _ _ ant t reu e --- - \ window#4 window#5 � garage I Storage FA J , new ga a ° existing the flooring to � � !; � ���,�,�propdsed ' q❑ Macr' r1a A be removed down _{ addition\#1 ee 1 = -___ _ - FAI to sub floor r { L existing flush beam to remain Existing / / ��/1/ /11�//i - ` ; T_ � ��- � , - - _ _ __�' _- - - - - - - - - assumed /krch itect - EXIStIng' 'i' ±8- - - ex. post A Ex •n � .�/// ��/ f B .. athrm ---- - r ng A Ill r - ___ ---- --- Existing cog„ Bedroom #3 ���� _ �' 21 Main Street Stony Brook NY 11790 D r, existing existing wood ' #.� t� Bedroom #2 H � ex. steel column - floor to remain to be removed Existing _ . }� _ existing wood hone. 631 686-6585 ( H p t floor to remain temp. support Existing Alternate #1 p ' Bedroom #1 ________ _' __ _ `__'_ , +8 1„ ex. flush beam g fax. 631 686-6786 Existing G I _ _ until new post Two-Car Contractor to provide client with email. - •C• ! AI ----- r i CI is installed H MMacrina@MMArchitectAIA.com existing wood IX1Stlrlg g remove and relocate optional cost to remove existing C boiler flu e ue EXlstln Gara a garage slab and excavate down to web. MMArchitectAlA.com floor to remain � � � -----------�-. � Bathrm. existing ! g ti g � ' existing F-- i' --?___ O� A Dining Room exis n c sab ! tl Or n Cr I pace and pour These plans are an instrument of service and are g G '-� foo rig f ew aw s vaulted clg. c ; , : „ __ ___ to remain the exclusive property of the architect. - ; ,II _ ;- --�--_-----2 existing wood new 2 screed coat. Infringements of the concepts and design ideas - q r ' ! q ii q - H floor to remain presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2020: - - - - 1 - - 1 , ±8'-T' Michael Macrina Architect, pc. All rights reserved, �7�7I7771Z'-'7 lflflT 1/IIZIZI�%Jl1lZT��/////yZZTlT1%�///// i - - - - - - CI — — — — — no part of the plans may be reproduced without L -_____ g the expressed written consent of the architect. existing G D I Hall existing wood —line re resents proposed J existing wood R H see floor to remain :.-_ -! p p p I I I D t - - - - - - _ - - - - - - - - - - - -_ - = in closet- - - - -- - to walls see floor plan for ( Drawing Status . t-_- floor to remain edge post existing ridge beam to remain - - plan H H room dimensions) I P�---- -- ----_ ----- _----- ---_ _ be removed temp. �' �n S support ex. post I 1 ' existing steel existing steel existing attic I until new flush clg. I hdr. is installed col. to remain col. to remain stair to remain existing upset flush beam to be removed ° I _________ __ ________ _ _ _ Existing r1 ------ _=====j temporarily support structure above NOTE: 1 L_ 1 ' i Foyer prior to removal Issued for I I I Cut back existing C.J. Existing air handler I NOTE: ' ; existing wood i k � I 1 in attic to remain I Cut back existing C.J. floor to remain Existing � to new wall for a vaulted proposed 1 ' �, ' I for new vaulted clg. I Kitchen ! -"' ceiling in new bedroom. patio Existing I on rade x. }� ----_-------a structural 9 g � � F=====-__�=_= c ural Ian and I �t Construction I In foyer. (see �, � � p- S I g str i 1 1 existing wood ' Den structural plan and section D sht. A5.2 1 ------- —_ T � V I I I floor o remain � ) propodgd' section 'F'sht. A5.2) I patlq#1, ' existing tile flooring to i - NOTE: 1 I Q be removed down - I on grade ; � � ' I - � to sub floor Door#1 ., Cut back existing C.J. ) I i L - existing existing wall f vaulted clg. - --' talercellln asee new I I H -- 0 g ( ; Existing , C structural plan and I Living °'Q ; I' y Dates ---- section 'B' sht. A5.1) � ��' - _ - Roomr - - -- -- _ An 2/8/21 Issued for Construction existing wood - --- ----- ri, B B floor to remain G ❑ ❑ q existing L41 i window#1 window#2 window#3 fireplace remain - _ ` ---= -=- __ -------------- to - - n � , 1±J L_J proposed addition#2 I 1 osed 1 proposed 1 ad ' ' n landing L #3 ° #3 ° - _ - _ -� No. Date Description I Project --�-- - - - - - - - - - - - Proposed pro ed 1 First Floor Demo Plan Addition and garage dltion plan north General Demolition Notes Drawing Reference Notes Renovation 1. Demolition work shall be done in strict conformance with local, state and existing window/door/skylight to be federal regulations, including all permits and utility cut-offs. removed For 2. The Contractor shall of all times provide protection against weather existing window/door to be removed and (rain, wind, storms, frost or heat) so as to maintain all work, materials relocated (see plan) existing skylight -t equipment and fixtures free from damages. Repair any damage to remove existing kitchen cabinets Frank & to remain N existing property of the Owner/Client which is to remain in use, or that of any and appliances a __existing vent person, or persons on or off the site caused by the demolition work to be removed without additional expense to the owner. D❑ remove existing plumbing fixtures and relocated Jennifer existing m, i chimney 3. Provide all necessary temporary supports as may be required to shore all N S remove existing washing machine/dryer ■ i< to remain existing structures prior to the installation of new structural elements L__upinacci. N existing i N and be required by the demolition work shown hereon. chimney I refaced N existing electrical panels and generator ATS to remain to remain refaced �, - -"- --- ---- --- Any and al conditions not shown hereon and uncovered in he fie shall a eck Lane and be n o s r _ --- - brought to the attention of the Architect immediate) prior to any actionb b Y� � remove existing framed walls as shown 5 ; , „L ; n involving same. (see floor plans) econic,P NY 5. All existing elements to remain, shall be protected during demolition. H existing ceiling joists to remain 6. All existing ductwork, equipment,electrical it etc. in areas to be demolished Jurisdiction _---"' �,- shall be protected and relocated as required according to field conditions. I❑ existing roof rafters to remain 7. Provide dust-tight partitions between areas where demolition Town of Southold fill in existing vents existing landing/deck to be removed completely a ex. vent J work is being performed and areas which are finished or in use. J as required for new J to remain J including foundation and footing below grade Suffolk County addition (see fnd. plan) �K remove crawl space access panel Demo Right Side Elevation Specific Demolition Notes remove existing load bearing wall Drawn B Demo Front Elevation temporarily support structure above y 1 /4" = 1 '-O" 1� prior to removal M.P. C., A• 1/4" = 1 '-O" 1. Remove all existing baseboard throughout entire home. 44r v����- A existing siding and sheathing to be removed(down y10 M Checked B a 0 9 0 2. Existing drywall to remain on all existing walls and ceilings. down to studs to prepare for new addition �-. �_ -4 existing 3. Existing wood flooring to remain. M.A.M. ---exhaust vent vent s_ existing roofing to be removed down to sheathing to be removed existing 4. Existing insulation to remain unless in areas where required- A 4, and relocated exhaust ven Job No. �/, p312$6 to be removed nl existing vanity to be removed and relocated 2052 A� All and relocated existing L�Ij to new bathroom. (see floor plan) chimney to remain Sheet Title N N and be Legend D❑ existing garage door track and opener to be removed refaced T Existing To Be Removed ___ - �Q existing skylight to remain Demo Floor Plans Existing Walls to Remain remove existing dropped header d. Demo Elevations d - xn Existing load bearing remove existing roof rafters to prepare for new x ' T ;:' wall to be removed reverse gable d (temporarily support structure I v a - - - t d - - --- -- - -- - -- -- - _ =v- �', above prior to removal) T existing siding to remain ex. vent existing ex. vent ex. vent Area to be removed k Sheet Number : to remain A/C unit to remain to remain ,� ; , i�, Demo Rear Elevation Demo Left Side Elevation Area of new addition -----, 1 /4" = 1 '-O" 1/4" = 1 '-o- A B contractor to maintain D a 36"x36" clear floor �51 A5.1 space in front of panels A5.2 ±92'-11" ±68'-7" ±24'-4" 9'-3" 9'-3" 3'-103„ S-103" 2'-0° 1» 1» 1„ equal equal equal 4 equal 4 2'-0" ±5-112 ±9'-02 5-10' 6-6" 4'-6' 4-6' ±4-0" ±10'-52 2"thick random of post of post of post pattern bluestone and bedrm. of windows of windows of window of window pavers over of doors new bilco door and office and tub i size'C' and living room and Bathrm. concrete slab and foyer -...,� by others for crawl space pack-out wall typical stud for plumbing Alternate #2 access YP see HVAC CXW15 CXW15 / \ pocket \ notes, same new _ � ( CXW135 CXW135 temp. glass �� temp. glass �- C �� n sheet ex. A/C landing#1 new 2"x4" -- 31 patch ex. unit r C h itE) ct window framed wall opening at 16"oc _j c(Y, 1„ 6" relocated relocated relocated CW14 egress CXW15 5 n Align Wall W 'W1 H -KN v 1 B typical stud 62 A _ 9 with ex. ,(QX o0 3-" -H ❑ ocket ❑ o seat 21 Main Street Stony Brook NY 11790 window#1 window#2 window#3 temp. glass temp. glass egress Relocated Door#1 �eXgr ss egress 2\ I 1 P Y - ' .. _ ., 24" = 6'-g2„ ±11'-2" 6» .=1N i ❑ New 28"x80" saddle patch ex. New -1 :- �' I _ �'� New o p hone. 631 686-6585 New �,+ o fax. 631686-6786 I 1 typical stud I 1 � = New window 1 N � typical stud �align `� x �'� � pocket , I 1 o Bathrm. o opening Den -H o Yp 9 ��, W I•C• #� I Bathrm. #1 ❑ � y5a 24"x80" I I , I Bedroom pocket floor °' o-, m EF �a Toilet email. MMacrinaQa MMArchitectAlA.com FZ ex., a, 6'-2" I 1 6'-2" I 1 6'-2" #4 'ro\ #4 ±g-1" a�L- EP % d ±8'-1" Tile Floor Roo o existing post to web. MMArchitectAlA.com X 1 Tile Floor I Clg ±12-4" ¢ ex.,,; ,n Clg. 31 CD _ remain locate » „ o These plans are an instrument of service and are linen +g' 1' (addition) ATS match ex. 2 window tight + ----- - WI W P I I I I = —r boo N s � ,mot eXlStln r ° - EF � o t0 post the exclusive property of the architect. existing I o = / ❑ CI g = I o0 0 ±5' 5" v g I I oo N g _ ' / ' 00 1" o 0 0 Infringements of the concepts and design ideas I O, C ceiling fan x `IN 1 1 o existing "' �' r' g i ..s_t, Cl. 0,� to be o E❑ � - presented on these drawings shall be prosecuted - oo I 1 new 18" long EF = g _ Ex.Wood Floor -1 ��to be located New t —ceiling fan determined S.D. m to the fullest extent of the law. Copyright 2020: I o I x 30"tall wall cl. �IN �-IN 1 ,' �� in center of >� �� to be located _ Michael Macrino Architect, c. All rights reserved, 1 �, I /, \ / \ O •-IN In field P g N 1„ M \ \ / , I t / \ room Bedroom' \` in center of +4� = Ilnen = - no part of the plans may be reproduced without - +i 1 1„ s_ram' ceiling fan n room �'� N �� the expressed written consent of the architect. H New 2 = New Wood Floor O I I I 1 52 � 3 >; 32 `` t �'�to be located '- � #3 ±8'-1" `L �, „O C � 18" 1 _ / O 'I��I, pack-out this wall 2" CI cl. 1 to match existing saddle O+ ❑ i - O 1 ', in center of g _ o SIN 16" 1 1 0 ,`+ / \ 1„ S.D. 1 for new pocket door 1„ S.D. Ln _ New Great I 1 5 24 O o' `,I room 31» ��' 01n Drawing Status Down i I I a) 32 32 Ex.Wood Floor existing 2 +i 31 hold = ROOI"fl - �, A ❑D 15'-0" 1» 2 +I jamb °o " W.I.C. #2 �,Lo 3 9 5" existin 1 '�' ±13'-4" 12'-4" 24" ±6'-8- J 2 g I I M c�, 2 6 - O 1 I ex.Vaulted Clg. I _ O 6 = New Wood Floor oa T I 1 I I r,cv ex. attic stair New Wood Floor SIN O-, d'O, 30"x80" 30"x84" 24"x80" - � �,.� 00 shelves to to remain � +O r.o. to match existing _ vent up through �, I I I 1 New to match existing ---k___- O-chimney X �� , patch wood1» Pant ex. wood floor 1" o 30'°X80°I flooring 3 ry 3 r,�l r-----� Align Wall D-M ex. floor N, 30"x 0" \\ �� cased opening b q ±T-111" I l I relocated I ne flooring to S.D. \ r ) (see detail 3, +1 exhaust stove = Pocket doors HVAC duct) with ex. d u match ex. \ existing steel rid � beam above see roof lain N' o `" `r S D 1 . Mall S D sht. A2.2} V Ig I ( ( 1 ) H l through roof 1n ceiling 1„ \ tq b�wrapped ed with wood trim to I� g +I of doors 1 Issued for _ o �, +l col. to remain ____ _- _with ex_ Align Wall O 3- 2"thick random ,-, col. to remain existing steel _> Align Wall ±8'-1' 2� ±8'-1" � �, o E PP — 0 30"x 80" and foyer p saddle saddle cs pattern bluestone o re-fab as atch decorative beams •—IN �sr, _ with ex. + O Clg. height slo ed — ■ - p g p,, O �' sl \ ceiling �� _ concrete slab l o P g --- -----Lt- ch decorative beam -I---- ----- - rn M newlo opening �+ �. o I µ 0 fireplace to be selected . ___�____ _______ ___ _-_-__ _ `L = i i g ' 3ons- ruction / �� = hanging by others o 1 I.7 Ln s T7__-_- -1— .` b = IL ,.. o ..__ _.__.. o I•� o N I rod \ __ , ...o ` Installed and vented pre-fab gas 1 1 Q � � � oo = � x 11 �IN Y New � � Y = o o - 11 x nI 36" ref. through new chimney as o o �IN fireplace to be selected _ - - -- - - - �I coat x ❑C linen x F❑ = , per manufacturer specs installed and vented 1 i N - - - relocated I closet b N o B rm. 1 I �slo loped New through new chimney s I / _ / - _ -___ _--....__.__- _. _..___-_ boiler_flue- P g y� J _ M � _ slnik �. � I Bedroom #1 1 � o �,�, �IN wl e up through - _ #2 a I sloped I 1 ceiling Patio #2 28" 24° i i per manufacturer specP i r, microwave gas stove roof I I 1 �� S.D. SIN i SO I -i-I I , 1 1 I In pantry cabinet oven 1 31" "' '`' u ceiling New 10-0" o 6- o I I 1 1 ±3'-10" 19'-6' 31 31 52 Tile Floor 1„ 11 31 I tray clg. 1 E \31» See sheet G-3 1 i q 1 32" 52 II q °' I ±18'-6" I , 2 for kitchen 1 equal 61 >F84 equal ±44 42" ±444" ±5'-2" 6'-0" 14-82 UL existing (existing) i is J'! i 9 q e ua equal ' _ _ II i Dates existinc 1 cabinet dimensions Ex, Wood Floor q 9 base 1 I Renovated -- - - ---------t___ ____. __ _ _ �I o ; New wood floor or > �� -� (vet/ ;I � cabinets I I Down --------- ------------- �1N (6 '�' xisti I EI 1'5 �1 I'� 1 Laundry g I �1 10 �,I 1 - 1 sink I 1 ' I o -----_--- cn 218/21 Issued for Construction New skylight I Q1 1 a� 1 1 a� 1 Kitchen d vv F 1 I_ ^ I Foyer F o EF - W. automatic , \ rn ,;,1,' = abov i i�' New Wood Floor i `� _ 1 As.z a{ i N i As.z I\\ ,-I +I ROOM +� i valvteoff/ New Wood Floor \\ c`o 0 Patio #1 0 0 o co ca 10'-0" ---___ _-- ----------- ------ o X Vaulted ClSIN \ / o O IN \ -IN - - O, - p = I ® • i to match existing I w I 1 to match existing �,I 1 1 Clg. -0 1 I �, oo I new 1 -�- �' i 0 i >I c >I C N o 1 counter overhang O 1 0 L �, �--a( _ +I / \ E a 1 ----- cn N ceiling fan-- new "- \ N L 31 �I 10 N 1 0 N new F- M I �, g i \ ��V ± 1 i N 2"thick randomJ -- v o1 10 01 I � I 1 I 0 1 , existing +1 to be located ' ' \ ` ''' 27-" gas�� , � . ' \\ I 2 d wall cabinets sloped \\ pattern bluestone Down n -H °0'i i-0 01 1-0 1 i �� �`� i wood floor in center of r� C15 shelves rY ,' ceiling `\ pavers over existing 0 -0 -0 0 _ ZP ❑ J I concrete slab 0 10 ---------i new i---------------------------- new J I I room ±g-1" --- '1INp, 1 1 1 skylight 1 I skylight i 1 1 Clg. `" o0by others 0 I 1 1 1 r��new,� , blew I C15 CXW15CXW15 I 1 above above i existin ir, L cl. ++ set nevy v indow tight i sloped clg. I Bedroom g vent dryer X to exiotirlg rough , 1 191" L_____J L— --J Z 31» to exterior I = openinglamb 1 1 - - --- - - -- - (D 1 #2 2 I o ±18'-91„ 1 36x84 - - sink 8' 5" 1 O 1" ±11 -52 / 24" patch ex. 1 ±1T q 1 r0 - ---- 7- - Q �,�, I align 32 ''�� HOLD) window -H 1 1 1 cased - I floor opening _ existing ----- fireplace 8 CW151 New align open CX135 CX135 CXW15 CXW15 _ ¢= tem 1. 36"tall floor ±44' to remain = I 1, J1421" 1„ Z5 a,^ P. 9 wn Mudroom = saddle 1 1 3- 3 g g .-I egress egress o handrail to N = 3 Q 14 3 " 2 2 Q010 1„ co a 5 - 2 8 5 temp. glass E - _ 36 3 Tile Floor code 32 31 '`'°' 32» As z ll-- ty typical tud M No. Date Description 24" 6'- 42" / 24„ 701 o A5.2 v 32 door to be N patch ex. Project -- _ r of window Down = t8'-1' o a selected window a o As.1 Clg. �� a5., c sink & skylight 5" opening Proposed I R� -3 c �� N - match ex. 6,_0» A5.1 422» 422» o g A❑ New �, I N - Bathrm. ' + •`IN new o cQy a C » rn I landing#3 .� _ _ 32"tall 19" __ - _ � 3 „ 15 47» __ -�- - _� - � Q 0 10 Addition and Z J } ` Q g I - - - `� -.0 new _ `p J o I wall �� landing#2 �u0i EF - --o coat, O _ - �t N o - ---- - --- -- - - �N H _ Renovation L Q _ seN cl. OO+ +I step N, - CD �, - ------ - p❑ ,', Dn. 5„ -,�, N M at thick random For pattern bluestone step 2"thick random avers over 32 18 3- __ __ _ M 1„ pattern bluestone concrete slab I o Q 7 \ 5'-2 3'-6" -� 14'-5 pavers over by others 31 1„ 1 stpir- 1 concrete slab Frank 2 32 14"x12"w. �_-opening --4 new x80"3/4 hr. 0 N by others Q• -Q steps above --"AL.__—_—__-- fire r er door with self 2 I & =E ser to be selected 0 (see sheet A2.2 0' j _LL forspecs) exact antity of 0 frame wall to r' rs to be °-' Jennifer new underside of stair d rmined in field > o $ stepping with fireblocking o a ■ stones above wall between m o D UPI naCC' byothers Garage Drywall Otestringers to code -I laster 8500 -0 A5.2 wall mount garage C° 0 1 .2 Install one layer of 5/8"type-x g sum IN door opener wallboard to all walls and ceili x o 5920 Indian Neck Lane in garage.Tape &3 coats spackle _0 of doors of post and window of window of window window Y exterior wall and door PeConIC, NY and foyer 0 3„ » 1„ 1„ 184 184 ±20" ±52" 24" 24" -0 6'-0 6-34 6 -34 Jurisdiction o low beam above a _ I o -------------------------------- --- -- ---- ------ --- - ------- 12'-0" ±12'-62" ±3'-12" ±24'-4" Town of Southold N a (see structural plan) (addition) 21 Suffolk County N 14'-82" 14'-82" C 00 o of window NOTE WINDOW NOTE HVAC NOTE 0' and able a new driveway g a -o by others All new windows are to be 'Anderson' 400 series All newly added spaces are to utilize existing Drawn By : Gable Window, See sheet A2.2 for floor plan air handler. Contractor to modify existing .�E�E®4 > a) - • Exterior colors to be white and black M.P. .64'�, (n F New o <U o ductwork to each new room. Locate one eL A. CN12 legend, key notes and floor black windows are noted on plans (black) +?- Two-Car o stationary register in each new room and two in Checked B 4 tip' , n Garage N , o (black) plan details. • Lo E glass Bedroom#1 and Great Room. Contractor to y X install a new hot water coil for heat. Plumber M.A.M. �,' y -� X o` • Insect screens I� � Liftmaster 8500 a) '0to run supply and return line from existing A _ wall mount garage Proposed First F I o o r Plan • Hardware color and style to be selected boiler up to existing air handler in attic. Job No. �A� 03�2$� door opener CN 3�„ 31. ,., .9, l 1 1/4" = 1 '-O" 2052 0 lk1 liil+9 �t€9 29'-5" plan north Alternative #2 foundation wall below FLOORING NOTE NOTE SEPTIC SYSTEM NOTE Contractor to provide client with optional Sheet Title cost to add a second HVAC zone to match CXW15 CXW15 CXW15 SIN This home has recieved approval for up to 4 existing 'Carrier' equipment, sized to supply First Floor Plan (black) (black) (black) Existing wood flooring to remain and patched See sheet A3.0 for dimensions bedrooms as per S.C.D.H.S. Permit Great Room, Kitchen, Foyer, Mudroom and throughout at all removed walls and at any of landings and patios. 8-50-144 dated 5/17/79. New Bathroom#3. of windows and garage existing tile floor areas. Sanded, stained and Existing home has 3 bedrooms plus one - proposed bedroom for a total of 4 bedrooms. 15'-0" 15'-0" sealed with (2) coats of polyurethane sealer. 30'-0" (garage addition) NOTE Sheet Number A See sheet A3.2 for all A5.1 structure information. A2ml Fsa •.;`� r s New stair to be oak treads PLAN KEY NOTES `T with painted poplar risers. Handrail to be oak. Handrailw.kti ' and treads to be sanded stained �} .: /' and sealed with (2)coats of U Custom Shower with: A5.1 polyurethane sealer (9"treads U -Custom tempered glass enclosure. plus nosing). Riser height to be -Tile over thinset mortar over Schluter-Kerdi DS waterproofing membrane over determined in field (8%4' max. thin set mortar over Schluter-Kerdi pre-sloped shower tray over riser height) thinset mortar over plywood subfloor to be installed by manufactures specs MiC� h --aE�A or other approved waterproof pan system 30'-0" (see detail same sheet) -triple 2"x4"curb M .-a C r i n -,a 5'-0" 20'-0" 5'-0" -Secure the water supply riser from the shower valve to the shower head to the permanent structure. Atrch itek. C� -Shower to be equipped w/pressure balance control valves. -Surround to be tile over 1/2"cement bd. -Shower seat 16"x16"(where shown on plans) 21 Main Street Stony Brook NY 11790 ! i I Free Standing Bathtub: 101 phone. 631 686-6585 3 - 32' j j -36"x72"tub to be selected fax. 631 686-6786 1 1 _-t email. MMacrina@MMArchitectAlA.com 8-5� I I 8-52 (� (5)14"deep wood shelves to be painted { Dormer Wall L-1 spaces e ves equally web. MMArchitectAlA.com ___ _ Plate Height (1) 14"deep shelf set 68"above finished floor These plans are on instrument of service and are T-6"A.S.F D the exclusive property of the architect. rn and metal rod Set 2"below shelf Infringements of the concepts and design ideas presented on these drawings shall be prosecuted Li M 84"wide x 24"deep x 36"tall vanity with 1"filler each side to the fullest extent of the law. Copyright 2020: LJ Michael Macrina Architect, pc. All rights reserved, 1 31„ 31 31 counter top to be selected by owner no part of the plans may be reproduced without 32 2 2 the expressed written consent of the architect. 5-0" 6'-2" 9'-2" 5'-0" F Bathtub to be selected with: -30"x60"tub to be selected 36' tall sloped clg. handrail -Curtain Rod Drawing Status to code - -Secure the water supply riser from i b the shower valve to the shower head cx° i to the permanent structure. --- ------------- �r-- --------- ----- ----- i o i `' I b -Shower to be equipped w/ sloped Lsloped i pressure balance control valves. ceiling ceiling M -Surround to be the over 1/2"cement bd. Issued for 48"wide x 24"deep x 36"tall vanity with 1"filler each side 0 o counter top to be selected by owner Construction a o LD L0_ o f u i 30"wide x 24"deep x 36"tall vanity with 1"filler each side o 0 New 0 o I-J counter top to be selected by owner 0� �, Unfini ed �� o 0 N N Attic c CN I N u7� u7 N cu FLOOR PLAN LEGEND Dates vn 3�„ 3i„ X-C 29'-5° 2/8/21 Issued for Construction ------- ____________ STRUCTURAL POST min. (2)2x4 unless noted i otherwise on plans Cl Lsloped i �s ed NEW FRAMED WALLS ;2 M ceiling i i cei - �G �G ------ -----------------� TALLER/LOWER WALL or i (refer to sections) sloped clg. Dormer Wall Plate Height ABOVE SUBFLOOR A.S.F. 31 7'-6"A.S.F. 3�" 19'-5" 5'-0" 1 SOFFIT / WALL CABINET ABOVE ABOVE TECO = INSTALL SIMPSON STRONG No. Date Description c XW15 CXW15 CXW15 CXW15 CXW15TIE JOIST HANGERgress egress egress egress egress EXHAUST FAN Project black) (black) (black) (black) (black) EF (min. 100 cfm to be vented to exterior) foundation below of windows Proposed i and dormer Addition and garage door 10'-0" 10'-0" NOTES Renovation5'-0" 20'-0" 5'-0" weather stripping 1. See sheet G-2 for insulation specifications. 2 6 ;/ T__ �1/2"x2"'Azek'trim 30'-0" 2. Install all smoke detectors throughout home For as required by the 2020 RCNYS, sect. R314 and " Ya"overlap noted on sheet G-1. j' door opening A Frank A5.1 3. Install all carbon monoxide detectors throughout plywood ;; 1)/2" home as required by the 2020 RCNYS and sheathing V `i 5/4"x6" 'Azek'jamb shim to be ripped to size 1 noted on sheet G- . space (overlap trim 1/4") Jennifer Proposed Garage Attic Plan 1i4"reveal INTERIOR DOORS upinacci typical siding 5/4"x4"'Azek' casing 1/4" = 1 '-O" plan north 5920 Indian Neck Lane Typical Garage All interior doors are to be 13/" solid core paint grade (MDF ormasonite) PeconlC, NY with 3/4"jambs, 3 hinges per door(radius corners). Exact door design and Door Jamb Detail hinge finish to be selected by client. 3" = 1 '-O" INTERIOR TRIM Jurisdiction : r Exterior Caulking (typ.) Town of Southold Contractor to price for 1"x4"flat pine window and door casing. Window to have a 1"x stool with 1"x4" apron. Stool to extend 1" past front and side cut to SZexteriorTrim Board Suffolk County of casing with a miter return into wall. No exposed cut ends. Base moulding to be 9/6'x 5%"flat pine. All trim to be prepped, sanded, Exterior Typical Exterior Sheathing Install Schluter-Kerdi DS waterproofing Drawn B membrane on all three sides of curb primed with (2) coats semi-gloss paint. Color to be selected. Side Cover window flange with y' 4i1alkED 4V� Schluter Kerdi-Line linear drain assembly soft flashing M.P.Schluter-Kerdi Kers-B � "ti �, A, 1 U� C+ drain cover to be selected by owner reformed seamless Checked By : ��f1 p * F Q Double 2"x4" M.A.M. Install Schluter-Kerdi DS waterproofing — — — corners as required or t membrane flashing around drain flange i I wall to floor intersections structural post 5/8" cement board Porcelain tile over thinset mortar over I stone cap Job No, ;A� at all shower walls -Schluter-Kerdi DS waterproofing membrane over I 5" ( 2052 tdk� thin set mortar over - I 1/2"Gyp. Board 1"x4" Pine casing to be rimed and unless noted Install Schluter-Kerdi DS - Schluter-Kerdi pre-sloped shower tray over I _ (typical) p painted otherwise on plan Wrap structure with waterproofing membrane -thinset mortar over I - 1/4"reveal soft flashing prior to Sheet Title on walls to ceiling - plywood subfloor I Y" 2 4 Y (typical) N N window installation = pine extension jamb Gara a Attic Plan catch screen Door 1"x Flat Pine to be 24 be to be a nted Saddle to primed and painted primed and pi selected Max. slope of 1:2 � � �� �, � �� � �� emu ��, � ; ,� ��, Tile FI >2 <4 ��� � �, X �� Shim Space i e r. ubFlr. 177 ,, v S line of stool below _- Finished Flr. F� 1 , � Drywall . .:...>::>>_>>: >:»: .... - - Interior Install Schluter-Kerdi-Band corners in thinset at wall to floor base as per mud base 1"x6" Pine Flat Trim Board Rough Opening Side ripped to size, to be primed and painted p 3/4' plywood subfloor `` (see plan) T . Door Jamb From manufacturer's specifications p y yp Typical shower art & Curb detail saddle Transition Detail T p. Cased Opening Dtl. Perpendicular Wall Typical Stud Pocket Detail Sheet Number : yp p Y 3" = 1 '-O" 3" = 1 '-O" 3" = 1 '-O" 3" = 1 '-O" 3" = 1 '-0., t56-3 t24-4 new patio f41'-5" center with new door above center with window aboveI Top of Wall ma ntain 4"above -A31 �� A B $„ 8» finished grade _____ ___ ,n D ic ael A5.1 A5.1 A � (verify in field)115-' -\A - ao I --------a r - ------------------------ - 44 1 I , �," - --� Arch itE:xct r------, I 1 I 1 I N r -- -------------- ®�, —®_______________ pressure r--- ---� 1 m I I A/C unit o F 1 ; New i treated i ' to `° ALIGN I above i I � 3 1 1 3 1 I stair I I I I , r--------------- i I I I Unexcavated I 1 ALIGN 21 Main Street Stony Brook NY 11790 new crawl � M I 1 I 1 I I i Existing ----- see note'unexcavated' space vent 1 1 ) , I 1 I I I 00 , I r -- ------------------------------- ----- -- ------ ex_vent---- ex.vent to match ex. - --- -------� I �-- ---------J I L-- --- - ---J --------� �---- - _ I pin new wall g I ------------ 85 1 _ lf+il A_ -------- - '— i each stide fax e _ _ • . • . . • ___—_ Unexcavated - �, fax. 631 686 6586 ---------------- ------------ -------- ----------- ----- --- Z --------- - I r- ------------------------------------1 r------------------ �, o '1 -, I (see detail) 63 7 I i email. MMacrina@MMArchitectAlA.com existing > > o in newwall 1 flush beam t4'-10" N 1 f23'-0" I a roximate location of ex.waste line ° -� ° > g. g -, , , web. MMArchitectAlA.com to existing L— -----_-_-- _-_--------- ---� i 1 , Fp I pin new wall house trap m -; ° p I , New Crawl Space cl height I to existing 1- N - cn Ii ° (see detail) Top of Wall i These plans are an instrument of service and are -- (see detail) °x° 1°x° co 1 oxo�' Align with ex. , ----- the exclusive property of the architect. ---- ---- -------- -------- 00 N 3 N 3 x (V L _ N a , I rn Infringements of the concepts and design ideas 1 I , N (N N N 3 new 2"x8"F.J. new(2)2"x8" N _ , 1 existing 2"x8' F.J. rn --(D °LO I I presented on these drawings shall be prosecuted ' I , I g _o I c 3 c c c at 16' oe low header (2)2"x4" P.T. I aD•2 o Q oo I I to the fullest extent of the low. Copyright 2020: I , 1 existing ° �, 1 0 �, 1 ack I patch existing a rn _ +, , pin new wall -H Michael Macrino Architect, c. All rights reserved, I I 1 crawl space ( c c o x = (4' length)seat (2)2'x4' P.T. f I floor opening aa) c io rZ fill in existing garage door I I to existing p g I c = on ex. Sill late I u) no part of the plans may be reproduced without —I I access ° o c p jack in . - o enin with 8"thick poured I (see detail , I r� , I " , " " _ (a p p g ) the expressed written consent of the architect. I i I I i f9-4 t44-11 f4-6" 4-0 t4-6 , g p. c concrete wall from existing I I saw cut existing c. slab Z�� .n g v I , i I , , m.o. I for new p.c. haunch slab x o o foundation below to match height L_ I 1 ++ , I I _ center on saw cut existing I N m o of existingfoundation wall 1 I foundation wall I centered under new wall ` o N 1 I I----------------------------- new steps) above see detail aa) i i Drawing � I I , p ) { ) e, > ° g Status 0 1 I , I ex. oil for new opening c > o W , _ , 1 Existing ' --------------- burner ° N I 10-0 II I F------- N-- -- - -- - - - - -- - - - - -- - -- - - -- - - - Crawl Space I �� �� I �� -H _/Lil -, °A °\J I I p\`� I 3 r--- r--- r-- I i r -- ----� r I I o0 1 + I 1 1 exi tin low beamI �+ I 1 I I L ____OI i1 I_ J�_ I I I _ _ - -existin - -—T- - - i - - I I I -1 T - - e I - - I 7 ) 1 I I I 1 I I I I I I L j I I S i r_____J , pier g g L----J L----J L----J I 1 ---+I G L— —CL I ex. -- - -- - - -- - - -- - - -- - - -- - - - -- - - -- - - i i Issued O h E i I existin ^ 1 --- I existing °� -- �' ,� r-------------------- -, v I i i i pier Existing i I I HWH '�� oo I. well I •. °• . ; , a> relocate boiler i I x tank - ---- -- - - -- - - -- - - -- - -- - - -- - - -- - - -- ' 3 I Uonstrucm-m ° I I 1 LL• N flue u throu h new(3)2"x8" N 3 I I 1 -0 , ,� E Crawl Space - -H p g I I N I3 dashed line indicates 1 • 1 , I 1 I in new co 8" I o - I co x new framed wall above I p new chase i i uwalls above under 3 ° i 1 „ o ; fire lace to be centered I ' ' to existing 6, e„ , , ex. see floorplan) 1 p I I •0 iv 1 I a, I well ( I I (see detail) N ±48-11 tank ' I , in great room and ridge , , +I rn f23'-o" I I ° existing 2"x8" F.J. t4'-10" c 1 - N ' o , above (see floor plan) , , cl X -' �, o a °° °° ° t3'-5" I g \�F \�F \�� I Jcc I J� I N i 1 I O - existing _-- ° ° __ °\ \ \ a�._ Existing N New I I o 0 1 , _ l , Clg. r r--- r--- r r--- N r--- w .._ -H I 1 I z I o I I I I I I Q+ I existin to beam I �+ I I 2� 1 I I �+ I I I �+ I +I I �+ 1 - N P I 1 o I i SIN o CL E , I ^ 28" I 1 existing _ _ 1 g_ _ I _ _�__ _ T—_ _�_ _�_ _ I _ _ _ - = Unexcavated I - , Unexcavated _ o I I 1 ' ' x* ca•� ' I (see note'unexcavated') �, a> + I {1 I I I I I I I I I I 1 �,o in j I I iO I Dates new(3)2"x8' I I c L____J L____J L____J L ___J L____J __J M existing p.c. slab , , , I o I �'� flush be under o °� 1 1 existing existing I to remain I 1 I I pier pier o0 1 walls above , o o i i 2/8/21 Issued for Construction I I "`���tth I I +' f51'-11" f20'-0" 1 1 I New I A5.2 A5.2 j : I 1 ' Unexcavated I t18-4" ±22'-41" f7'-5" f15'-4" f4'-51» t28" existing p.c. existing I I 1 I 1 pin new wall , I (see note 'unexcavated') 1 I E I I m foundation wall footing , 1 > to remain , I i to existing , 16"x8" saw cut existing I Ii 0 C i i (see detail) 1 a> I 1 3 new crawl , foundation wall 0 o0 1= ____�__ ____ _� ____________________ 1 , fill in existing vent o( ex. ex. ex. space vent I x cw I I �' I I with p.c. and pin to 01 oil oil oil „ „ for new crawl N 1 I w tank tank tank centered w. new 2 x8 F.J. r space access , pin new wall 1 I I existing wall each rn 1 I fill in existing vent window above at 16' oc ___________ _____ to existing c N I I �_ I I 1 g to align with ex. I 1 a) � 3 i I ;S , side(see detail) saw cut existing i with p.c. and pin to (6' length) I I each side �, Ilt�� 00 1 I _______ _ I I (see detail) c ALIGN 1 i 1 existing foundation wall , , existin wall each --� I pier I for new crawl i side(see detail) sill plate I i New ' I I 9 ---------------- - seat on ex. I c +I 1 I space access - -� I----------- ---------- -----------j I Crawl Spac� �--- -- ------------- D I L---------- -------- - ---p-------- ------- � 1 - - - --' i t4'-10"clg.i A5.2 ' I 4 - -- - '131" L - „1 , - ---------n r- --- ---- ------ - ---------- ---- - -----� r— --- r------ - --, r-- , r--- -- ---- ex. vent No. Date Description 81 ' 15'-4" t44" 1 t6'-1" t41 , I p 1 I I 8' ------------------J 8" ro I , 1 '------- iv I rn M I E Top of Wall E I N I _ N I , I 00 I I . Project Z ___I I I , nr , I L————————————————— A5.2 1 • . . I Align with ex. A5.2 r�rr11 ---------- I V '""I ----J I I Y N new ' I o x r-------------r Q 00 16"x8" I i B �i i i i o > IDProposed c Q F J Ne I� �'• _ vent i , A5.1 c _ I I I I o + rCD --- o.N b 11 b I New , I a o0 I I A5.1 d I I LL. M aw L: M x I , , R A5.1 _, I I I co ■ ■ 18'-4" i 124" bo 31 S ace'X o ; --- --------I ; i Unexcavated , ; �n Addition and 1 , 1 8 N,L �� _ o , 1 , 113 (see note unexcavated) i ' ----•------------------------ ----- - L_ -1 ''we t3'-5" �?�oC N -- Renovation 1 Clg. ca rn , r— . , 1 _ 1 I '- ---------� I g" ' match ex. ' i g"' i 10" Unexcavated cDi ' _ -� -- --------------------------------- -- 1 36" 1 I 19-8 1 54 1 I (see note 'unexcavated') C14 ---� ------ - � �13For ------J . L----- -- ----------------------- - -- - " • 8" I $ CV ' r---------- ------------------------------------- �-------------� — ----i i N I I 1 I Top of Wall � I i Frank & ' �0 2 i i 2� Align with ex. E Top of I i i 12'-0" t12'-6 ±372" f24'-4" » Jennifer 10-0 1 I down 18" I I new patio I I 1 1 of this foundation to be upinacci I I F I I • i i i Top of Wall coo center of new foyer above 1 I N pitch slab 1 I 0 1 contractor to verify exact 5920 Indian Neck Lane 1 I 1 I down 18" o� I I location in field Peconie NY t 1 1 I M 1 I I I I I 1 s I I I I 14'-4" 14'-4" I 1 I 1 1 Jurisdiction 2 " 2 FOUNDATION I I R ; , . UTILITY SERVICE NOTE , •. typical column , , N ON PLAN LEGEND Town of Southold and footing d 1 1 I Suffolk Count CV N i ••• i i� ;�yy j N General Contractor Shall STRUCTURAL POST y min. 2 2x6 unless noted Locate & Stake Out All ( ) UNEXCAVATED FOR Existg Utilities Prior to otherwise on plans o GARAGE SLA`�B N Any Excavation. The Utilities raven By 1 Top of Wall 4"Thick Poured Concrete Slab(3,5'0O,psi) Shown on Plan are TECO = INSTALL SIMPSON STRONG M.P ��y�El2Fp <• i Align with ex. w/6x6#10 Welded Wire Mesh Lappe i 1 Approximate Locations Only. 4- min. .� �- I I TIE JOIST HANGER �, pEL A aQ� F of one full mesh &wired 2 , , 2 Checked By:cO ti` ire �,� 1 I together at 48"oc over 4"thick base 1 1 I q New Foundation Wall --------------- '� n -' course consisting of clean sand, i i a'E On Footing M.A.M. n gravel, or crushed stone. _ Job No. 7A O I Pitch Slab Toward Doors , Top of Wall NOTE a min. of 1/8"per foot. 1 1 down 18" Lower Top 1 (slab area =approx. 707 s.f.) (see plan) of Wall 2052 �+r 'f 'J 0*- (slab New crawl space --------- OR Sheet Title 8"1 If' $"' vents to be installed -- --------------- 1 28 $" 1 I as per code. I I I I i ) --------------------------- ---------------------`------------------ ----� N p --------------- Foundation Plan 1 ___________________________________________________________________ ________ - --------------- .7� DO Existing foundation wall 1 I� --------------- NOTE New Poured Concrete 30'-0" Proposed Foundation Plan See sheet A3. 1 for Footing L A 1/4" = foundation plan details �, A5.1 plan north legend and notes. � Detail Symbol 2 2 Sheet Number Required Hold Down Location (see detail) (1)2"x6"treated sill plate 4f i sill seal insulation new framed wall 0 coated copper " ``' 'v r^ ''`-_'' to of wall see floor Ian termite shield p `-', ""` `'1�'�'�= ^••^.. ( plan) align with ==- r ,�� •� .__ new sleepers to anchor bolts existing ' .• E �. p (see detail) n new insulation new vapor barrier align with existing ; ii DO (see schedule) over slab I (see structural plan) slab on grade ° (see plan) ° Jl • Solid Corner Post i• C� 'SIMPSON' o 2-16d Common STHD14 ° \'�\ � ; / nails ® 6" o.c. r �' `� 8"thick Poured Concrete Arch itE) ct e �. -- - a -- -- Foundation Wall i 4, o � -a d•a 4 0 i E a a Blocking 21 Main Street Stony Brook NY 11790 4 0 Endwall provide 2"x4" key a '� existing p.c slab a I 44 new existing p.c slab �¢, compacted ° phone. 631 686-6585 �. clean fill fax. 631 686-6786 p.c. slab . ems` ONE #4 :o 0 email. MMacrina@MMArchitectAIA.com REBAR (2)#4 Rebar 00 web. MMArchitectAIA.com haunch slab These plans are an instrument of service and are 16" pt� •��. 4" III _ the exclusive property of the architect. `30'•� '�� tt` i7 Infringements of the concepts and design ideas 16" presented on these drawings shall be prosecuted 4'_0" . to the fullest extent of the law. Copyright 2020: center haunch slab on new Typical Garage Michael of th a Architect, pc. All rights reserved, no part of the plans may be reproduced without framed wall above >' H o I d d ow n Detail aa, the expressed written consent of the architect. r- Typical Haunch Slab Detail Y^ nattc3 *$ Foundation Wall Drawing Status Top un n Issued for Wallll (0F'o-0"d)) 4� 6'-0" o.c. 6" min. 12 max. Finish Grade Top of Slab Construction Sill Plate to match existing TYPICAL TYPICAL SPACING CORNERS o Coated Copper - E E Termite Shield `D Sill Seal Insulation `Haunch Slab 'Simpson' BPSS/-3 . °"Ir Found'n Wall hot-dipped galy. Anchor Bolts , 3"sq. Washers& (see Anchor Bolt Dtl.) ii 00 Dates End Nut Setup II i 2/8/21 Issued for Construction 8"thick Poured Concrete 1 Y. Slab Edge Detail p g Foundation Wall a .. .. CRAWL SPACE FLOOR sill late to match existing o c- 3/4 = 1 O waterproofing 5/8"dia. Anchor Bolts E to grade 2" Screed Coat over 6 m il. CD • hill Ilitlillm Provide 2"x4"Key > polythelyne vapor retarder poured concrete o (lap joints as required) foundation wall 2"Screed Coat—o _ E over clean compacted fill, Emil polyethelyne .° 4"thick p.c. slab remove all vegetation & Typ. Anchor Bolt Dtl. Vapor Barrier 2"thick organic material Compacted bluestone pavers Not To Scale Clean pFill •o. o� ' _ (2)#4 Rebar _ 0� °° - v U N EXCAVATE D d -f— - a4 a o° ° o No. Date Description 4" stucco o IV veneer to haunch slab Fill & Tamp in 6" lifts for a 4" thick Project be selected ° poured concrete reinforced slab with o #4 at 12"oc each way, over clean sand Proposed ° Typical Crawl Space �il� over 4" (3/4") crushed bluestone, all 4 compacted to 95% Relative Density Foundation Wall ! C Addition and 0-- poured concrete TYP. COLUMN & FOOTING Renovation foundation Wall r j o 4" x 4" x 114" Steel Column For ° 0O (2)#4 Rebar on 36"x36"x12" deep - —ems: - (unless noted otherwise) PLAN a • Poured Concrete Footing Frank & The Connection Instructions of the New �' w/#4 rebars at 7"oc E.W. Foundation Wall to the Existing Existing New Foundation Wall are as Follows : Jennifer 1) Clean the Exist'g Foundation of any (4)5/8"dia. bolts steel column --- 7 Soil adjacent to the new Foundation Wall. Typical Porch — J 2) Drill a Hole @ 12"o.c. Vertically, Large 6"x6"steel baseplate 4"thick P-C. slab Lu inacci I enough for a#5 Rebar. Foundation Wall i 3) Install(1)#5 Rebar in each Hole&Set 1 w/Epoxy Mortar. 1 •• = 1 '—O" f 4) Extend each Rebar 12"min. into the 5920 Indian Neck Lane • ELEVATION � •• •. � 3" New Poured Concrete Foundation Wall. N Peconic, NY F Jurisdiction Connection Dtl . 36" 4 #4 rebars at 10"oc ` Not To S��ie ( > Town of Southold each way Suffolk County Drawn By : EXCAVATION AND BACKFILL CONCRETE M•P• 4��5-ERA°��� Steel Bilco Door 1. Contractor shall locate and stake out all existing underground utilities prior 1. Foundation walls to be a minimum 3,000 s.i., unless noted otherwise on plans, By: G �„A P P Checked ti •Pn -A to any excavation. The utilities shown on the plans are an approximate on the above soil assumption. If other soils are encountered, lower bearing � •�' 8" location only. values are to be assumed and the foundation must be redesigned. M.A.M. ri , 2. Excavate all areas as indicated in the drawings. All excavations shall be the s, / 5Y minimum depths required achieving clean undisturbed virgin soil with stable 2. Porches, Carport slabs, exterior steps and garage floor slabs are to be a Job No. moisture content and non-shifting and non-shrinking soil characteristics. minimum 3,500 p.s.i. 3?age, + The Contractor shall be responsible for notification of poor soil characteristics 2052 to the Architect and shall not proceed with the work until receiving instructions 3. Concrete shall be air-entrained. Total air content(percent by volume of concrete) from the Architect. shall not be less than 5/0 or more than 7/0. Sheet Title : _ Top of Foundation Wall 4. The nominal maximum size of coarse aggregate shall not exceed one-fifth the �•° Maintain 4"above finished 3. The Architect has prepared the drawing and specifications with an assumed narrowest distance between forms or three-fourths the clear spacing between rade grade bearing capacity of 2,000#per sq. ft. and an assumed soil characteristic of sand, reinforcing bars or between a bar and the side of the form. • �l silty sand, clayey sand, silty gravel and clayey gravel(SW, SP, SM, SC, GM and GC) 5. Forms shall be made of wood, steel, aluminum, plastic, a composite of cement Foundation poured concrete j°• unless a soil test analysis has been preformed as per table R401.4.1 of the and foam insulation, a composite of cement and wood chips, or other approved foundation wall ! •0 2020 Residential Code of NYS. material suitable for supporting and containing concrete. Forms shall provide Plan Details 4. All excavations for concrete piers and footings shall be a minimum of 3 ft. sufficient strength to contain concrete during the concrete placement operation. Form ties shall be steel, solid plastic, foam plastic, a composite below finished grade unless noted otherwise on the plans, of cement and wood chips, a composite of cement and foam plastic, or other B i I co Door Detail 5. All backfill shall be clean granular fill. suitable material capable of resisting the forces created by fluid pressure of fresh concrete. 1 " = 1 '—O'• 6. No Backfill shall be permitted against concrete or masonry foundation walls without floor framing or proper bracing as required to prevent damage to walls. No Backfill shall be permitted within a minimum of two weeks after pouring. Sheet Number: The Contractor shall be responsible for any damage to concrete or masony wall. 7. All grading to drain surface water away from foundation walls at a minimum at a minimum of 5%slope. /D' A5.2 max'; A B A5.1 A5.1 new(2)2"x8" hdr. new(2)2"x8"hdr. new x M ichael new landing#1 new (^i new ( )2"x4°' (2)2°'x4" N 1 aD (2)2"x4" new +_� �''"� i post - post = post (2)2"x4" V r■ n new continuous(2)13/4'x 9%2' Ivl hdr. new(2)2"x8" hdr. new(2)2"x8" hdr. new(2)2"x8" hdr. , new(2)1%4'x9%" fvl hdr' new( " 8" hdr. c U post O _ _ _ ±8' 1" U) Arch itect new new i New new new Clg. X o New I 2"x8"C.J. (2)2"x4" (2)2';;, I Bathrm. New at 16"oc (2)2"x4" post new °' Bathrm. #1 -- post post o .t� ±8'-1" � s „ 21 Main Street Stony Brook NY 11790 #3 CIg. Bedroom =_ `O new _ new(3) 1/a x 11/" Ivl flush beam existing flush beam to remain ±6'-2" i ±6'-2" i ±6'-2" a� 3 2"x4" E - - - - - - - - - existing post c 11 -- existing E E O new o to remain � - #4 a� � o post new(4)2"x4" __- ___ -._ �- hone. 631 686-6585 I I I N +. (3)2"x4" F 8'-1'° x P I I o -i c New ost post down to I I N °' fax. 631 686-6786 I New p ex. foundation Lt�l 0 1 c -1" fill in existing vaulted v `� Bedroom wall below ne ° N a email. M Mac ri ril MA rch itectA IA.co m 1 I I I skylight opening b -2 Den aEi E E ii E E with new roof rafters = 3 x #3 ° web. MMArchitectAIA.com I o fisting i" N New = I 1 ' to match existins x i i CI 1 Flans are an instrument of service and are t ro � cM ° and ceiling J N ° (n 0 1/�'W.I.C.0 (D c� c g g U ±8'-1" �V'I'�°' � I the exclusive property of the architect. LL7 NY I - NY ° I o - Clg. Infringements of the concepts and design ideas New -a 0)° I New ° c 2 I o __ I ° existing a) axa x o presented on these drawings shall be prosecuted °O ° —� Great �� I x N c eXlSting I (V X to the fullest extent of the law. Copyright 2020: Patio #1 N � —'' — in J ( nnew new cy)est ( )oft ° new New existing C.J. t0 N ° Michael Macrino Architect, pc. All rights reserved, X a) E as i 1 is X 2 2"X4" 2 2"x4" c bearin all to be cut back to � no part of the plans may be reproduced without i Room > m ° 3 g W.I.C. new bearing wall N a) the expressed written consent of the architect. iz a> 0-I m a) p p ° new 2 2"x4" g P oVaulted CI `g new 2 2"x10" hdr. a post each si e ='' new (D CCg new(3)2"x10"flush beam new(3)2"x10"flush beam _-— - )--_-___ (2)2"x10" hdr. new bearin wall _ exsiting - - - - - - _ ----- I, Drawing Status - - new NeW new ex 2"x8"C.J. new I new(2)2"x10" I 9 c Q a i I i i c a (3)2"x4" 3 2"x4" post down to be cut bac o 3 2"x4" post down flush hdr. under O I ° I 1 1 1 ° post pantry O p bearing wal eco O .p ex 2"x8"C.J. existing post I post down t = nevJ (2)2 x4 •� g Hall g p E new 2'xT sloped I o I I 1 1 to ex. girder below onto newflus beam to ex. girder below to be cut back forI foundation ° 2 2"x4`', Jack (2)2"x4"jack i I I ne new vaulted clg. ex. nd e ost below L (ack ` C.J. at 16" oc. existing steel �� I I ex. ridge beam to remain 1 I new(2)2"x8" (3)2"x4" post g p J ` match R.R itch col.to remain © --- ----L1 _-----_---� �- ----_- ----- ader from above I `� p --- ---------- ' existing steel new be nng wall O I _ _ w L ------ L I - --------- (2)2"x4" 11 0 1 T Y (2)2"x4°° > Issued for J L - new 11 Y---------- ne cols to remain - - - T - - - - - --- --- new(2)2"x10" post tecol 8, 1„ Q post -- flush beam Clg. N Q i � = I Q New new I i new new(2)2"x8" E = a3 new ii i New 10'-0" - I Construction o I 1 ex. R.R. Patio #2 I I ° New 10'-0" I (3)2"x4" I (3)2"x4" (2)2"x8"flush hdr. flush header c a o-o� Lau new2"x6"sloped I tray clg. C) I I to remain N Clg I I I new i postdownl i post down to replace ex. upset to replace ex. E " Q- Room ii C.J. at 16" oc. � o - Kitchen (2)2"x4" to new 1 to new a, L N c - CIJ I ----------------------------- --------- ---- -- ----- to new 1 I yv I flush beam - upset flush o �s= a�Ei r- ---� r-----� I o v v v 6 i beam belo 1 beam below beam - �_ match R.R pitch i I i o r� 1 new I post down o I = p N c ° i 1 E 1 1 °o i a�l I�, I �, i a, beam below o i l I 1 0 v c l ±8 1 I o ` 1 existing I I I I I new new -0 —I�I I I a) °- CI --- ----� new U I skylight I I o I I I o f 2 2"X8" I F I o I 2 2"X8"I l0 I I I New F ° °D i' I `� - i above i i i i _� U flush clg. - - - as -- 1- flus.h_clg; new N fill I i w�1�^ A5.2 U Q _ N@W ne i �� = I �` (2post4" t0 remain I I I = 1 O a:I header I header ( I I —�— - Bathrm. I ,,' New I ` Dates -a I I — 1 �S _ — —_— = I = —-__ _ (2)2"x4" N I I I I I \ _ 1 a, o r---- i I I I Vaulted Clg. x 3 I - ` I L_ _--J = I I ost down New - #2 I �' Bedroom `� (2)2"x4"jack p I I I N = new , o to new c 1rl I New 2/8/21 Issued for Construction o i i x i i fill in existing I ( new ---------------- r, n g beam below 1 i I Bedroom �'o new (2)o'st4" :' #a' IIsk li hto enin L----- ---- I - J -- ----- J 1 (newRPR. ) I (newRPR. ) #L } (2)2 x8 p "Y g p t skylight i ---- tit see roe Ian see roof lan �' a headerwith R.R to match above 1 ve I I existing new(2)2 x8 hdr. new(2)2 x8 hdr. new(2)2 x8 hdr. L--- -J iY E new I L ----J E - +8'_1" I new new new o sloped clg. I Clg. new line of new 2 2"x4" 1 2'x4" 1 2'x4' ! ° (D o new addition I existing (2)2 (2)2"x8" ( post ( ack ( Jack existing i { J � ipost D header header -------- 1 „w ------ 1 77 A5.2 new 2 2"x8 new(2)2"x new(2)134"x 9%"lvl hdr. i new(2)2"x8" hdr. I , O he n R.R. I new R. new(2)2"x10" I flush beam E (se roof plan) (see ro plan) E 2'XB:,r,.J. I 2,%xbr C.J. 60 flush beam i 16" oc(12' leaf " oc(10' length) N new A5.2 new - 24" teco to flush beam teco to flush beam ^� (2)2"x4" (2)2"x4" new(2)1%"x 9%"Ivl hdr. `� jack Jack F� - a� a5.i A5.1 - hew I-'--- --- � -- ----------- - - -------- { new N@W =L 2 ck4" 2 2„x4" - - ---- A5.1 p c 3 2"x4" Ne c ( � ( jack No. Gate Description nevv ost - Mudroom �, Bathrm. 3 ,. n w J Clg. la,new Project �N� O 2"x8"C.J. ( ±8'-1' � 1 I N p' f tiding#3 , a 6" oc( ength) - ! - -- - ---- - - -- Dormer Wall I match ex Proposed new install plywood sheathing I N m landing#2 j ------- - Plate Height over garage studs prior a� g - ' 8'-1"A.S.F. to installing bathroom Addition and plumbing wall pack-out (see braced wall — — " - c i (2)2"x10" plan sheet A3.4) -- -- - new(2)2"x8" i - flush ceilin ,� Renovation ------ ------- (2)2"x4" posts 3-6 header new from above � �� - ' header Co down tofnd. I�--s-t(rir----�i i (2)2"x4" (2)2"x4" (2)2'x4" x 1_ p�S---4 K, jack post postL ; NCI _, teco--- _, , Pro osed First Floor Structural Plan sloped clg. -- For flush header 1/4" = 1 '-O" E B' E plan north of /` of I � — --------- - ----- -__ ___- ___-- ___--__ Frank & E E L o � � R e A sloped i I Lsloped ° iv Q a I CD LEGEND E 1 �1 D ceiling ti` i ceiling ■ �4 1 ( = I I x I �°., I I Jennifer � � I �_ � N I X O N ----- --� L------------- Indicates ■ r CV LUpinacci Bearing Wall /77/////I/% � � �t4 cnui Q N L 920 Indian Neck Lane s Q _ (3)1 4"x14" Ivi low beam (2)2 x4 Jack o � (V o o 4)2"x4" post --- ------ ----------- - ----_- ----- --------------- ---- --- -----_ (4)2"x4" post b m U o U.nfinis ed Go co a) PeCOnIC, NY ( -- ---- - - -- - -- -- T - _ _ tttl C 1 I _ new �i>3 N i>3 - �. c>3 new = ° -i x ° -� x ° -; (2)2"x4" (2)2"x4"jack 00 (2)2'x4" oxo w o0 N post N ° b N o b 8'-10" N o b post 4"x4"x/4'steel co inn 1 c� o o Clg. Zo o N Jurisdiction down to footing �.. J =I Town of Southold �I hL N � .:.� I I I I = N --------- - �- ---------- Suffolk County New _ I Two-Car N o i Garage b �° I X Lsloped i °' Drawn By : 3 N o ceiling Lslopecl—� gt�Ll ,i--------- ------------- --------------- -- ceiling M.P. g� t+ A. iN sloped clg. Checked By : 4 �° � �) new M.A.M. (2)2"x4" 2)2 x4 �I jack new new new new 'g ` post (2)2"x4" (2)2"x4" (2)2"x4" (2)2"x4" Job No. � O _- post post post post �-1286 im ----- ; ; 2052 GAF N E,W �a _ -------------------- ----------- --- ® continuous(2)2"x10"hdr. continuous(2)2"x10" header Sheet Title Dormer Wall Structural Plans A Plate Height A5.1 A 8'-1"A.S.F. A5.1 Proposed Attic Structural Plan Sheet Number : 1/4" = 1 '-O" plan north m2 4 5 D D MiCh ;aeh, I A B aCri na A5.1 A5.1 existing fascia overhang /krchibect _ --- -- ee x i s t i n g --_ 21 Main Street y Brook NY 11790 TT- --- - t Stony phone. 631 686-6585 fax. 631 686-6786 -- ------, - - email. MMacrina@MMArchitectAlA.com I web. MMArchitectAIA.com a i --- These plans are an instrument of service and are r the exclusive property of the architect. F� p I Infringements of the concepts and design ideas I hi O tQ presented on these drawings shall be prosecuted L < to the fullest extent of the law. Co ' PYrht 2020:9_ II I . N ---------- Q Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without 0 I the expressed written consent of the architect. existing roof P N �jL----- -- ! ? ---- t o r e m a i n ------------------------- 0) II , existing roof " - ��� to remain ; ; ;- - +� __ Drawing Status ..� �n rn'} � � ' I I I •!J rn V• i ; i , i I I V' I I - -- -- C II II I , 41 •- I I I I i i i i I I 1 1 I - , l J I I , I L X N_ > Issued f r IILJ ° __________ __ _ _T_____ ___ __ ____ T _� J j I _____ ___-_ _____ ___ .- _._.__ ____._ �_•. ___ .. ____.. ____ i _.. - ...__... _.._. _.. I I I I -T r 1 � Construction U) ------ new Xhaust 0 rn i vent offset flue in attic - - -- - - e 32 rew �to penetrate rear existing ridge board to rem�4n existing roof 0) existing ridge beam to remain g rid e board to remai'In side of ridge chimney I II existing 9 -------------- ------- 9 9 to remain •X In I'_ , t1 roof ; I - -- ---- - - -- 1 overframe L--L -- -- --t I I I i-- Dates 2/8/21 Issued for Construction �Q Iy I I ?y 1 I r♦ },� �/� I , + f421" 1 0 0 cv_ ✓I +% 9 existing roof i h% 2 - 0 s g \�� I I of skylight 0 MI I `' �d �% hb to remain , 00 x F (N a) x new x C existing O iv (2)2'x8" As.z a' o �' (2)2'.x8" �' �, �'- as.z h. O gel skylight �O L N I header I �, `�I header N 0 bZ`� > 4�� a�I I contractor to adjust a� I I ry� t` L------- - - -T---------T---, F° \N N new exact location 1of new i °� Fy--------- - ----- --- N 'Velux' skylights if 'Velux' I > r>✓ s� skylight necessary to skylight ry I/ 0 0 N 1 M06 I clear valley I M06 I Vi new new L ° F'2"x10" R.R. 2"A 0" R.R - �0, c ! at 16"oc at 16" oc✓a 01 I new existing I new X j N (2)2"x8' existing chimney to (2)2"x8" o o 1 + I I cricket remain I header header -D � 10 10 x LO �_ %! v, ! 0) existing fascia overhang 0 0 - _ , — C ---- - --- --- - 6 ✓ ~ _ 0 12 2 �� o. ate Description - N ' y new 2"x10" R.R. new t"x10" R.R. ; -N r i - +� ✓ Q /I ! L Project ✓ X > ✓ ; ; N % ❑ � 'o li at16"oc at16" oc / o � 00 E r 1 2 N 1 2 E c / L {10------h---- ---10_length) i c ° Proposed A5.2 /_ A5.2existing fascia overhangp new flush rake overhang C ------- ----------- ------ -- --- - ------ -- v s I A5.2 I/r-- - - --- - --- r of sk`Ai ht and Addition and A5.1 U � � -------------new 2" ---i-,I ; N I A5.1 C 1'•g _ i�7 R.R. 0 -------- " f .2 new sink below a � � �� w 2 R.R. � °.�'o, as.� of window o � at 1 oc at 16 0 o �.� f422„ t42 and gable " v (16' engf j (16' length} w °� Renovation CN12 _ ; ; r (2)2"x8" hdr. 3 3 r new 12" > 3 new 12" fascia For new 12" fascia � o f a c I a o ve' h a n overhang ------------- g f' overhang TZI17_.LIIIIIIIIIZLTI�`!Tlj77_ Z7_ 7_ ZLl7.7LZlL17__ 1 YI -_IrT_.tZl I Frank & ra a ' a � ■ L Jennifer > I ; o cli _ L u i n acc i °' L " Proposed Roof Plan _ - p 5920 Indian Neck Lane E x c� ,� (0 new C x ; j D plan north Peconic, NY 0 N U 2"x10" R.R. N l I 3 0 0 � ; is at16"oc c 1 10:12 pitch c L � Jurisdiction "x. 2" sleeper , ° ROOF PLAN LEGEND Town of Southold I ' '1 2� � I ; � '1 2 I ' i 11 1 O 13/4"x14 I ridge boa over 1 O WALL Suffolk County D -- ' I 0 L new 2" 12" ridge boar L BELOW ROOF ------------------` 1 O (see se tion 'A' sht. A-5. j I 1 O 12 �a' (U 12 ; , 2 12 I INDICATES ROOF PITCH X Drawn By: A� C, G N M.P. � ��,• BEARING WALL ���, ovrorame 2"x12" sleeper ; i BELOW ROOF �IJ�TI,�,�j Checked By : �4� 1 new ! y �� t 4 J 2"x10" R.R. INDICATES AREA OF M.A.M. L L at 16" oc a' � DOUBLE ROOF FRAMING °f 10:12 pitch Job No. / a3�� �` �0� N > ' ' ; ' > INDICATES POST BELOW ® 2052 g OF New x v o x 3 O N U (V U (V o ; ! II' ; j o j INDICATES STRUCTURAL - - Sheet Title j � ' BEAM BELOW ROOF I is iv 1 ; i6 INDICATES SEQUENCE 2 Roof Plan I ' OF ROOF FRAMING new 1 2" fascia overhang 5'-3» NOTE TO FRAMER 5'-3" new 12" fascia new 12" fascia overhang below overhang below All overhang sizes noted on roof plan are Sheet Number rough framing from outside face of stud wall A to outside face of sub-fascia and sub-rake. A5.1 SHEATHING JOINT NOTE Braced Wall Panel Construction Assembly All Vertical Sheathing Joints are to Table R602. 10.4 of the 2020 RCNYS occur over studs. Horizontal joints in a braced wall panel are to Occur over Method CS-WSP: (continuously sheathed wood structural panels) and fastened to 2"x6" horizontal blocking • Exterior sheathing (min. 1/2" plywood)attached with 8d common nails F`'= (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 M t � h � � ' roofing nails or 1-5/8"screws type W or S at 7"oc at the edge and in the field. (see details, this sheet) Method GB: (gypsum board each side) aCr"11''1 � • Gypsum Board fastened at 8"oc at the edge and in the field for nails and 16"oc for screws. Architeh ct Nails to be 13 ga. 1-3/8" long 19/64" head, 0.098"dia., 1-1/4" long annular-ringed„ 5d coolers or gypsum board nails 0.086"dia. x 1-5/8" long 9/32" head. Screws to be 1-5/8"type W or S. 21 Main Street Stony Brook NY 11790 Method CS-PF: phone. 631 686-6585 fax. 631 686-6786 • To be constructed in accordance with figure 602.10.6.4 (see detail same sheet) email. MMacrina@MMArchitectAIA.com web. MMArchitectAIA.com These plans are an instrument of service and are the exclusive property of the architect. II Braced Wall Legend Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2020: New Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without I I I I W'I'�' I--+-5'-2�"-�� Indicates spacing between braced wolf lines the expressed written consent of the architect. New New #1 athrm. Bathrm. #1 ! N 4 New .� New Bedroom - Indicates braced wall lines #3 � New Den Drawing Status New " Bedroom m Great #4 New Indicates braced wall panel Room W.I.C. #2 I I I I ----- II New Issued for Pantry Hall � , B.W.P, braced wall panel ® ----LJ-------L1_ i New i i ---- 0 � ---- O II r Y - braced wall line intersection I - N --,-- 11 I ew I Construction Patio #1 Renovated I II , New I I , Bedrm. I Patio #2 Kitchen Lo 11 I indicates holddown ew QI [� 11 New pe Lau -------� - - -- - - - New Bedroom , I _ - -- Fo er Ro , J I I 1 I 1 e9 c9 0� c� q 9 I #2 I I L---- i I -------------i F----�I I i 4.0'Iyvide B.W.P 1 15.0'wide B.W.P I I 2.0'wide B.W.P rrldt Dates hod GB I 1 method GB L_ ' L__ o co 10 _ _ / I _ - First Floor Plan Braced Wall Calculations i Schedule as per 2020 RCNYS section . method CS-WSP I p 1 I I _ - r- � , ti 602 10 2/8/21 Issued for Construction J I New L U Braced Wall Line Code A B 2 3 - - - - - re - Section -- 6.0'wide B.W.P method CS-WSP table m w Bracing Method CS-WSP CS-PF CS-WSP CS-WSP GB 3.0'wide B.W.P i 602.10.4 CD (D `' method CS-WSP hrm. 3.O'wide B.W.P Min. Panel Length table 35" 16" 24" 24" 48" o a,� 0 method CS-WSP g 602.10.5 t - CV Qm 0 �` k Braced Wall Line Spacing per 22.0' 22.0' 20.0' 10.0' 110.0' --- --- _l `) 0 L---_ p -�-� Required Bracing Length table 8.7' 8.7' q g g 602.10.3(1) (int.) (int.) 8.0' 8.0' 8.5' 4.0'wid W.P 2.5'wide B.W.P 11.0'wide W.P meth CS-WSP method CS-PF table method CS- SP ins plywood shathing see Figure R602.10.6.4 Wind Adjustment Factors 602.10.3(2) 4.0'wide B.W.P install cornersXnend cally in this c rner same sheet m method CS-WSP I; vertically(end c condition#1)1 1. Exposure category 1.00 1.00 1.00 1.00 1.00 install plywood sheathing as per Figure er Figure R60 .10.7 No. Date Description 2. Roof eave to ridge height 1.00 1.00 1.00 1.00 1.00 o a vertically in this corner of the RCNYSe RCNYS Project o (end condition#5) _ 2.5'wide B.W.P 3. Wall height 95 .95 .95 .90 .90cv as per Figure R602.10.7 ---- ------- -------- ---- method CS-PF of the RCNYS see Figure R602.10.6.4 4. Number of BWL per directio 1.00 1.00 1.30 1.30 1.30 same sheet Proposed New 5. Additional holddowns n/a n/a n/a n/a n/a Two-Car 1 Garage 6. Gypsum omitted n/a n/a n/a n/a n/a 7. Gypsum board fastening n/a n/a n/a n/a n/a Addition a n d J 2.5'wide B.W.P _ _ _ _ _ _ average adjustment factor 99 .99 1.0 1.05 1.05 method CS-PF m see Figure R602.10.6.4 Renovation d same sheet 0 Adjusted Braced Wall Length 7.8' 7.8' &0, 8.0' 8.5' 4.0'wide B.W.P I Bracing Length Provided 11.0' 10.5' 8.0' 15.0' 9.0' For method CS-WSP 4.0'wide B.W.P install plywood sheathing method CS-WSP Compliance (pass/fail) pass vertically in this corner I install plywood sheathing pass pass pass pass (end condition#1) vertically in this corner Frank & as per Figure R602.10.7 (end condition#1) of the RCNYS as per Figure R602.10.7 48" 22'-0" 48" of the RCNYS offset spacing between BWL A-B offset I NOTE' Jennifer BWL A BWL B The braced wall method is for the Lupinacci proposed addition only. 5920 Indian Neck Lane First Floor Braced Wall Plan Peconic, NY Jurisdiction : 1/8" = 1 '-O" extent of header with double portal frames(two braced wall panels) plan north Town Of Southold extent of header with single portal-- frame(one braced wall panel) Suffolk County 2'-18'finished width of opening for single or double portal pony wall height min.3"x11 Y4' net header steel header prohibited if%"spacer is used, place on Drawn By back-side of header - �� tension strap per table M.P. -,� py, R602.10.6.4 (on opposite side of sheathing) .r (► fasten king stud to Checked By : tiV ' 'fie hea der with 6 1 if needed panel s 6d fasten sheathing to header with 8D p puce edges sinkers common or galvanized box nails in shall occur over and be nailed M.A.M. 3"grid pattern as shown to common blocking over and t, be nailed to common blocking .A additional framingfull-height blocking within the middle 24"of the fasten top plate to rn --header to jack-stud strap per table Job No. 'gyp 0 E, member directly above continuous along length (D portal-leg height.One row of header with two rows .1286 blockin continuous rim r R602.10.6.4 on both sides of opening ® �� continuous rim braced wall panel 9 of braced wall panel = opposite side of sheathing 3, 3"o.c.nailing Is re uired of 16d sinker nails at or end joist p at 16"o.c.along or band joist p Ca Zpp g( 225#min.rated strap) in each panel edge 3"o.c.typ. 2052 F N f braced wall panel � r perpendicular framing o min.double 2x4 framing covered with min. typical portal frame construction toe-nail 3 8d nails at 3/"thick wood structural panel sheathing with 8D Sheet Title 8d at 6"o.c.along 8d at 6"o.c.along each blocking member 8d at 6"o.c.along 8d at 6"o.c.along x common or galvanized box nails at 3"o.c.in all min.7/16"wood g g g g braced wall panel m o framing(studs,blocking,and sills)typ. min.double 2x4 post(king and structural panel braced wall panel braced wall panel braced wall panel E jack stud).number of jack studs sheathing iv min.length of panel per table R602.10.5 per table R602.7(1)and(2). Braced Wall Plan braced wall panel braced wall panel braced wall panel braced wall panel braced wall panel 3-16d at 15'o.c.along 3-16d at each min.reinforcing of foundation,one#4 bar top j 3-16d at 16"o.c.along braced wall panel blocking member 3-16d at 16' o.c.along 3-16d at 16"o.c,along and bottom of footing.Lap bars 15"min. braced wall panel braced wall panel braced wall panel 2-16d nails each side a `^ perpendicular framing continuous rim additional framing a or end joist member directly above full-height blocking continuous rim full-height blocking min.footing size under opening 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 braced wall panel of braced wall panel min.(2)5/"diameter anchor bolt installed per section Sheet Number : FIGURE R602.10.$(2) FIGURE R602.10.8(1) R403.1.6 with 2"xz"x3/s'plate washer FIGURE R602.10.6.4 BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN Front Elevation METHOD CS-PF - PORTAL FRAME PANEL CONSTRUCTION PARALLEL TO FLOOR / CEILING FRAMING PERPENDICULAR TO FLOOR / CEILING FRAMING ■ Typical Metal Standing Seam Roof Typical Roofing 4 Metal standing seam roof by Atas or equal Architectural Asphalt Roof Shingles to be selected by owner to be selected over GAF deck armor, continuously wrap over'GAF'deck armour, continuously wrap up all up all adjacent wall surface a min of 12" adjacent wall surfaces a min. of 12". over 1/2" Plywood Sheathing over existing plywood sheathing (%I'CDX for any new roofs) M i c Eave Protection Eave Protection • Install (1) Layer of Ice&Watershield (self-adhering Install (1)Layer of Ice&Watershield (self-adhering polymer modified bitumen sheet)from the eaves edge polymer modified bitumen sheet)from the eaves edge to a point at least 24"inside the exterior wall to a point at least 24"inside the exterior wall line of the building. line of the building. Arch itEh i Low Sloped Roof Protection(2:12 to 4:12 pitch) Low Sloped Roof Protection (2:12 to 4:12 pitch) C Install (1) layer of ice&watershield over the plywood Install (1)layer of ice&watershield over the plywood 21 Main Street Stony Brook NY 11790 i sheathing instead of the 30#felt paper. sheathing instead of the 30#felt paper, new metal enclosure Fasteners to be selected Ventilation phone. 631 686-6585 typic I met I sta ding eam -Continuous ridge vent All Fasteners are to be corrosion-resistant with a fax. 631 686-6786 ro f to a sel cted -See eave detail '2'sht. A5.2 minimum penetration of 3/4"into the sheathing. email. MMacrina@MMArchitectAlA.com Use(6)fasteners for each shingle. web. MMArchitectAIA.com loft plate heiqhti-L see typical These Ions are on instrument of service and are 71 _ _ _ _ _ rake detail Ventilation the exclusive property continuous ridge vent -Continuous ridge vent Infringements of the conceptsaand'tdesign ideas . -Utilize existing soffit vents presented on these drawings shall be prosecuted 10 to the fullest extent of the low. Copyright 2020: continuous ridge vent Michael Macrino Architect, pc. All rights reserved, no typical ` �12 theyart of xpressedewritten colans nsent be rofrtheced without architect. roofing 10 rn 00 see typical 12 typical L eave detail roofing =' o �G Drawing Status new new new w obL n w M 12.E tL _ plate height typical roofing _exis ing eave existing eave typical board and to remain to remain attic subfloor _ _ _ _ _ — _ _ 5'-4" skylight �� yp /^� 'S'-4" fascia batten siding - garage plate height _ f _ late height ascia Issued fw- beyond line of addition r- --- , n I h fx r _ t b sel c n light i ture � Construction 0 0 tote set ted ` typical board and _ i ' batten siding o s N 1 new new — s N existing C i,�x i o, new light fixture -CO .X 9 to be selected B I I , 1a r siding +I v L _ C E o o new new new existing bpave�s a new new Lnew new new o o new L E t siding _ E new new existing bpaverrs a new first floor subfloor first floor subfloor _ _ _ _ _ _ _ _ _ _ — Lai — — —siding_ _ — — _ — _ _ _ — _ _ _ — _ — to align with existing Dates 1 _ 1 - I 2/8/21 Issued for Construction b n/foundation wall below existing chimney existing E with new stucco vent ;,� E ; ---------------- --------�- ---------------------------- -------------------- rJ_________________________________ ______________________________-____________________________________________________-________— , I ------------------------------ I veneer new foundation wall below - ------------------- � �- I L----------------------------------------------------- y I , I , ----------------------------- 1 , 1 I 1 , I , Pro o s e d Front Elevation --------------------------;-�--------------------------------------------------------------;-r-------------------------- -------------------------------------------------------------------------------------- 1/4" _ .1 '—O" No. Date Description Existing Siding Project Existing cedar clapboard to be patched where required. Sanded prepped for paint and painted with (2)coats Proposed color to be selected. Addition and blind metal blind metal step flashing _ _ step flashing see typical new metal enclosure Renovation typical board and 12 �. 12 rake detail to be selected batten siding 3 F= 3 Typical Board & Batten Siding - -- -- For 1"x2"cedar vertical battens over Vx1 p 0"cedar vertical boards w/1/2"space loft plate hei ht _ 1 O J L ? 1 O relocated between boards for expansion overxhaust vent 2 _ `- _ 12 through roof Henry Blueskin VP-100 underlayment Frank over 1/2"CDX plywood sheathing I Finish J ;- - L typical seal with a clear protective sealer Jennifer _ met 1 sta ding -earn P / o r typical rocf to b sele ted GO / Lsee r°ofisee upinacci o new n rake detail eve dp tail L y cab rd and existing eave to remain Exterior Trim Boards tt n§lding see typical typical roofing 5920 Indian Neck Lane eave detail attic subfloor new light fixture Material Peconlc, NY aro a late height to be selected late height All Exterior Trim Boards are to be'Azek'or equal. light fixture _ o be selected Installation Jurisdiction Install as per manufacturer specifications: -Install 2 fasteners per every framing member Town of Southold J for trim board applications. 71 _ �, _ _� Suffolk County _F G -Install over flat, solid substrate. +i s o T� — ��'� —existing_ °�° � -All'Azek'Joints are to be Glued with'Azek'adhesive U existing f-- v E I I I I -H oL siding Bluestone -H o siding -Utilize 316 grade stainless steel fasteners _ , E pavers t E Drawn By: 5•5 w-K up relocated relocated Typical Sizes: M.P.ne new new new new window#5 window#4 new first floor subfloor 4. .j► 'S� -- •Fascia Board-1"x10"to match existing first floor subfloor _ _ _ _ _ _ _ cn _ _ _ _ — to align with existing g •Rake Board-1"xY trim board over 1"x10" rake to match existing y 11 newU new N, lc ;t •Soffit- 1"x12"Azek use sheet material at all new M.A.M. V1 ' typical board and �._' deep soffits. 7� L------------------ ------------------------- ---------- ----------------------------------J Yp 1 _ foundation wall below c I I I batten siding ro E I Job No. ?Z a Ej ;. r_L___________________ _ _i-_____-_ri_______________ 2052 _____________________i %� 1 , •��' 1 I I 1 1 garage door to be garage door to be i Sheet Title selected by owner selected by owner r Gutters ---------------------------------------------------------------------------------------------------------- All Gutters are to be 6"aluminum half round with brackets. Elevations All Leaders(downspouts)are to Round Aluminumi. Proposed Right Side Elevation - Front 9/4" = 1 '-0'1 Flashing - Right For all Horizontal Wall to Roof Intersections, Install Aluminum Coil Flashing. Sheet Number : For all Sloped Wall to Roof Intersections, Install Aluminum Step Flashing. on All Window Drip Caps to be Aluminum. c3 i _KA i C: h iia E� I N/ii C r i n ca Arch i IT21 Main Street Stony Brook NY 11790 phone. 631 686-6585 fax. 631 686-6786 email. MMacrina@MMArchitectAlA.com relocated _ web. MMArchitectAIA.com exhaust vent These plans are an instrument of service and are through roof the exclusive property of the architect. Infringements of the concepts and design Ideas A- 11 11 ITT presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2020: Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without the expressed written consent of the architect. typical roofing Drawing Status : typical roofing 9 existing eave existing eave to remain to remain new light fixture plate height to be selected late height Issued for onstr'l.��t / \ o C ion I .6 Eew 0o N new o - rel d rel ed rel led i ++' new light fixture — passive active i�' existing — wi #3 wi #2 wi #1 to be selected iD t new siding +i x new new new new \ new o oL new bluestone bluestone / L E new first floor subfloor pavers pavers bluestone existing siding - - new bilco - pavers to align with existing - _ _ - _ _ _ _ _ _ _ _ I I — door new new - - - - - - - - - - - - - _ _ _ _ first floor sulbfloor Dates 17 I ,I ili 2/8/21 Issued for Construction I i I I I I R I CD foundation wall below new foundation wall below E j siding to match existing I I 1 1 � r-�---------------------------------------------------------�'- existing I foundation wall below.�� i r- -------------------- ----------------------------- - ---------------------------------------------------------------------------------------- existing over ; ; i------------------------------------------------------------ I ' vent vent i ---------------------- ----------------------------�- ---- ---------- 130#building felt; existing foundation wall below�� i ' I - 1 I I 1 1 I 1 1 I I I r-'-------------------r�--------------------------` -------------------------------------------------------------------------------------- L-------------------- ------------------------ --- ------------'--------------------------------------------------- ------------------------------------------------------------------------ Proposed Rear Elevation 1/4" = 1 '-O" No. Date Description Project Proposed blind metal blind metal Addition and new metal enclosure new metal enclosure step flashing step flashing see typical Renovation =--' ----- 12 rake detail typical board and - -- -- CO r G batten siding I of •E loft late height continuous ridge vent j 1 O — ,2Frank & � 12 install 1"x3"trim t ical board and board over existing skylight - yp batten siding existing rake to remain -` Jennifer remove existing -� -.� �_ roof return to create - o+ ° a new return to match typical roofing addition typical on I Lupinacci each side ^ rakesee tdetail pica new trim to match new new existing corner board thickness see typical 5920 Indian Neck Lane new chimney new light fixture new light fixture with stucco g eave detail PeCOnIC, NY to be selected ex veneer ex to be selected _ _ _ _ attic subfloor late height - - - ______ late hei ht light fixture - - - - ��tobe selecte Jurisdiction L R o w h e,,i n Town of Southold 9 o v+ typical board and Suffolk County R /" -- batten siding 00 .N t ,new o f 1 X +l i o, \`\ I o,X COS= •...• F_ L - U v Lexisting bluesto a a a E Drawn B 5-T E R EO E siding7y_ I pavers new . E Y ex. ex. ex. ex. fireplace ex. ex. ex. ex. ne M.P. 44; t E� A. 4�n first floor subfloor -� - - - \ _ _ _ _ _ _ _ first floor subfloor Checked By: f► 11+11 'A rn N M.A.M. :• Z y foundation wall below�� typical board and ; i i > i 71 p , 1 I I 1 .I Ez batten sidingi ------------- i i foundation wall below Job No. r----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- , i i r- ---------------------------- --- g ---------------------------------------------------------------------------------------------------- 2052 L_________________________________________________________________________________________ Sheet Title Proposed Left Side Elevation Elevations - Rear - Left Sheet Number: A4 ,m2 S1 4 A6.1 new roof rafters new ridge board (see roof plan) (see roof plan) new ridge board (see roof plan) top of ride board _ _ _ _ new roof rafters _ _ new roof rafters i --R E� (see roof plan (see roof plan) S2 S2 A6.1 12 12 A6.1 �► 3�� �3 �G � iteh. C� loft plate hei ht ` r new ceiling joists new ridge board�\ '•� �� ��,�'�, (see structural plan) (see roof plan) 21 Main Street Stony Brook NY 11790 new insulation ,% ' \ 12" overhangexisting ridge 12" (see scheduled r- ( - 1 \ ----- -- --- to remain n and overhang New I'' phone. 631 686-6585 Ellbe wrapped fax. 631 686-6786 new roof rafters Attic I' s new flush header h email. MMacri a' n @MMArchitectAlA.com = beyond _I �' ;; see structural la new roof rafters I' 36"tall' ( p ) (see roof plan} I existing \\� web. MMArchitectAIA.com '', newflush+�aml roof rafters \ CO „ i'I � handrail tsee stru tUfal plan) These plans are an instrument of service and are I I to code the exclusive property. o et of h ICI i p P Y the architect. new floor foists - —_ __ ! new eilin joists new decorative Infringements of the concepts and design ideas (see structural plan) new insulation �, \� new in ulation wood beams presented on these drawings shall be prosecuted see tructural plan) (see schedule) teco (see sch dule) to the fullest extent of the law. Copyright 2020: Michael Macrino Architect, pc. All rights reserved, attic subfloor _ eW Sloped i-;_r �, no part of the plans may be reproduced without ' t.' `,'. � new c ng joists � the expressed written consent of the architect. garage late hei ht _ �,. , r r K , , r,r , <v, v, v r`, r v r , , ',`,` . , r'ti t;', . , r`�, f ,',`y'z r , r V r staircase forll taircase - -  plate height �' -- - - ------ - -- _-( ---- new low beam fireb{ocki n structural plan} Drawing Status New (see structural al p an} (s2\n we structuaal plan) r at stair to code o - -- -- - see st w header Two-Car — - N Garage 5/" pe-X drywall - New ` (II j i 1 � I �i Mudroom New new steel column be and � 3-5 �. j�' � L , i ,co see foundation Ian ^�� \ l new relocated window .X -I-i o ( ) Living fireplace j (see floor plan) " °' o 48" ,I -- Issuedfor Room 6 , align with)existing ( ', new insia atio ! see s ebule new poured foundatiocr Ian)lab foundation wall bey ( ) ! _ - --� - first floor subfloor ( p n4 K — -- 1- -I �7T ! -- --- --- . - first floor subfloor Construction I - - .---------- ------- -i 'i ew l floor oi � � existing =i existing gExisting existing(see f p.c. foundation existing floor joists c. foundation - N, o New wall �.X p.c. slab Crawl Space p wall9 l E I new cured concrete pier4�gE new p.c.foundation wall E Crawl Space °' (s a foundation plan) k (see foundation plan) Tqff new poured concrete footing new poured concrete slab Dates (see foundation plan) (see foundation plan) 2/8/21 Issued for Construction 1 A3.1 •s Section <;+s 1/4" = 1 '-0" No. Date Description -- - -- � Project I � I � � III i � I � II Proposed Addition and S1 - 1 Renovation ------------ --- -- ------ -- ---- - - --- - - - existing top of ridge insulation ridgbord + � ------------------ I, (see schedule) ridge board For new(2)2"x8" (see roof plan) \ header each / existing of rafters 12 ro ra side /' roof rafters ��, �,I$ 45 4 �! RO % new ceiling joists = 1 2 (see roof plan) Frank (see structural planAttICS 2 Attic „ new knee wall (existing} existing ;;= �__ I' - ceiling I. Jennifer -- �new new 2"x8"sloped N ceiling foists - A6.1 structural joists __- __... A6.1 insulate ex. teco (see structural plan) ceiling joists skylight ea i e as required ceiling-joists.__,,____ ____- -H a _ _ __ __ ______ Lupinacci ' plate height plate height flush beam ---- ---------------------------------R-------------------------- ---- ----- � ( e structural plan) -__-_ flush beam -- 5920 Indian Neck Lane existing ceiling foists » i t15 (see structural plan) F t15 II to be removed s block overhang to - Ili (see structural plan) •� New !' New overhang to � Peeonie NY _- �- align with ex. i align with ex. , _ �ew soffit go Pantry Bathrm. down see elevation x (see elevation) E--interior door ( ) Mudroom - 'll design to be Renovated Co X - Jurisdiction . °3' - +i Q> +i o i selected Kitchen new '' o half wall framed walls I; avers to p Town of Southold c. slab — g p ) _ _ built-in insulation be selected Suffolk County see fnd. existing ( T - p• = see floor Ian I - ( ' - l ) --- --- ------_ bench se�sFieduli p c. slab - -- exterior wall first floor subfloor new first floor subfloor u, (see fnd. plan) -- — to align with existing 1`r r` ` r' l ^ `.r\ ',f `.r' .` `r ;` Al./ existing existing floor joists I Drawn By: floor joists low beams _ x (see foundation plan) I I o �, M.P. 'y Existing existing _o I i '� i .c. foundation s p.c. foundation wall ;,� E QV Crawl Space pWV ' i I I r L, �' �► existing p wall --E New (see foundation plan) Checked By: "� �, n p.c. slab existing E Crawl Space I '. r steel columns S __ -" M.A.M. 3 Job No. �' �1256 tA_ poured concrete slab l A3.1 2052 G N�� (see foundation plan) Section Section Sheet Title : 1/4" = 1 '-0'• A3.1 Sections AAC Sheet Number : §t A6.1 A6.1 ridge board ride height-- -- --- } 9 9 9 - -- - -- - - -- - - - - ---- top of ridge (see roof plan) -----------"—"—" ridge board 10 existing (see roof plan) 4 =� 112 is a � � edge board 10 r-i 10 10 ',,, new eiling joists _ existin 12 iN g 1 roof rafter S2 roof rafters ', l 2 S2 existin 1 ' (see structural plan) 1` see roof tan = , ',, i roof rafters ` new insulation �" ' � J; (see schedule} be and ( plan) 4' roof rafters r existing-- Y A6.1 j r ' A6.1 �r, (see roof plan) roof rafters` ✓� existin 0I pike o ex. 9 ��' �,-��_- III .. , �- I roof rafter proof rafter 1 2 existing ceiling joists Arch itE) C±5.5 - to be removed V,`,' 'rV,`,,',`v '.'+'4 new slo ed- -.,, -- plate height existin frame new knee _5.5� 2 � � r � r p ,. � ---- ceiling g is (see structural plan) R -h 1 i ceiling Joists iling joists M wall over ex. C.J. = - r (see structural [an) - new insulation- -H 21 Main Street Stony Brook NY 11790 (see schedule) - - plate height ove hag - ove 2a 9 --- ---- ----- ................. --- - ---------- --- ---- existing plate height ------- ------------------- ------------- ------------ ---- ------- ---- - --- --- -- g 1 n phone. 631686-6585 _. -------- ----- n -- --- as required g g l _--__-_ r---_____ a isting existin existing l existing fax. 631686-6786 (see ) ee btructural can eili�g joists to remain ceiling Joists o new header j s ceiling joists email. MMacrina@MMArchitectAlA.com insulate in rafters •- - existin ceiling joists flush beam schedule 1- _/ o, III (s s plan) \ `i (see structural plan) New �i L web. MMArchitectAlA.com New ,- r= H= existin framed Bedroom #1 J .N w Bath m #1 wnew ndOW �I= new t A"exterior g = These plans are pe instrument c service and are New o Foyer F� er wall to remain the exclusive property of the architect. o a, �._ wall s a 16 Oc Infringements of the concepts and design ideas _- interior doors New aO g p g V V.I.C. +I a� With double top plate -H presented on these drawings shall be prosecuted Q design to be ll and single shoe plate ! KltCherl (vet/ to the fullest extent of the law. Copyright 2020: -- - __ - / II f ! 3 p y sulatl n Michael Macrino Architect, pc. All rights reserved, selected 1 new ne new/q rated plywood solid BedrOOm no part of the plans may be reproduced without - - new insulation (se schedule) new floor joists r fr med malls subfloor align top with fireblocking Ii \ I' #2 the expressed written consent of the architect. (see schedule) (see foundation plan) - se floo plan) existing subfloor ! all sides y_ __ - _—_—_ new first floor subfloor I solid fi eblocking A , , , , � � � , r s �. r , r , ; , ,, , , , , ' , ; , � � r, r � � , , , , , , , , , , , , , , , , , , , , , , , , , new first floor subfloor - -' ----- -- new first floor subfloor ! all sides a k ,.. .'A .:, x`. ;a`; A ,'x k� ; �. }�sy , Y>'.,.;.,-�. , x.a a; x-z. : ;�-xa a.>. > ----- to align with existing — o with exists ---- _- _ -- ,',',',',',',',,, '%- ' 1 t align ng to align with existing Drawing Status -- ,i - -. - floor joists I new floor beams (see foundation plan) I I (see foundation plan) existing _- -- o 1 floor joists existing p.c. slab i to remain 8 - E New new p.c. haunch slab A3.1 Crawl Space I I under new wall new p.c.foundation wall 2 1 /'+ (see foundation plan) existing foundation walls (see foundation plan) 1 - Section Issued for (see foundation plan) Section poured concrete slab (see foundation plan) Const u c`I o n -1/4" = 1 '-O" 5 Section 1/4" = 1 '-O" Dates Ice&Water Shield from fascia to 2/8/21 Issued for Construction roof rafter 24"past inside face of wall exterior new exterior framed wall New �_existing walI to be remove (see floor plan) Bedroom (see floor plan) 5' 6„ 2 see roof p an 3/„�a" verhang > 6 „ „ I! ------------------------------------- #3 s roofshingle � I flooirjo existing Align with ex. new bilco door Ice&Water Shield gutter to teco (see floor plan) underlayment i;i match existing �\, ---- 2"x'Soffit I 1"x3"trim board i - - --- - - --- -- -L-- new flush rim joist Fram'g at 16"oc ; (see foundation plan) new low beam new floor jo�sts (see foundation pl n) to align wit f�ex. 1 (see foundation plan) f/ No. Date Description o i tiw.,w j 1to match exist exN11111isting Project a< - 1 Existing New 9 l .N Crawl Space Crawl Space 1"x10" rake board Proposed to match existing 1"x8"soffit 1"x4"soffit t' - -- - i See soffit Addition a n d new p.c.foundation wall I vent detail '3' Align ith ex. (see foundation plan) h,. Renovation 1"x'12"soffit }j' typical siding a a a a a e existing Ip.c. slab poured concrete slab typical siding For to align with ex. I overhang (see foundation plan) � jl Fiberglass Screening-•� (see roof plan) Staple to Rafter Tails Paint Visible Structure F—fascia board Section Black Prior to Screen Frank & 1/2" Installation -� soffit board c_ Jennifer E ■ Cont. vent Lupinacci iy.2 ical Rake Detail Typical Eave Detail _- Typical Soffit Vent MI . 5920 Indian Neck Lane 3" 1 O J� _��• 3 1 O 11 3" = 1 '-O" Peconic, NY Jurisdiction 3„0 3„0 3„� Town of Southold vent thru roof vent thru roof vent thru roof R Suffolk County (typ. all vents) (typ. all vents) (typ. all vents) - Roof J L J L J L Roof New New Renovated New New New SIZE OF TRAPS FOR PLUMBING FIXTURES Drawn By: �VtED ,g Bathrm. #3 Bathrm. #4 Kitchen Laundry Bathrm. #2 -r_ __ Bathrm. #1 table P3201.7 M.P. v����4 A. ,� Room -r- Plumbing Fixture Trap Size -- I „ 3 0 Checked B ti V n „ ' I „ I �2"0 , „ r' 2„� -� 2„� I vent 1—vent �2"0 Bathtub(with or without shower head 1-1/2" Y * F i 2 r 3 - r 3 vent r 2 air „ 2 0 vent 2 1 and/or whirlpool attachements) M.A.M. t, 2"0- 1 vent 2"0--1 vent vent break � 2 0--{ vent I vent � vent 1--2 � 2 0-1 vent 2"0 vent I Sink I Sink vent I vent 2"0 Bidet 1-1/4" ® �- I vent vent �q 0 I I I � I l Job No. p 312g6 vent Lay. ----Loy. waste Sink Lay. Lay. Lay. Lay. vent F yd CA 1IE3 e a ' Clothes washer standpipe 2" 2052 of W C W C 0 w Tub W.C. W.C. Tub I Dishwasher(on separate trap) 1-1/2" W.M. Sheet Title L 1LJ1 Shower Shower Shower First Flr. First Flr. Floor Drain 2" Kitchen Sink(on or two traps,with or without dishwasher and food waste disposer) 1-1/2" Sections F.A.I.I -� waste 2"0 3"0 aste 2"0 3"0 20 20 aste 2"0� 2"0 2"0 2„� Sections \ waste waste waste waste waste Waste waste waste 2"0 2"0 3"0 2"0 2"0 waste waste Laundry Tub 1-1/2" \ waste waste waste waste waste waste Lavatory 1-1/4" - D G \ tie in new waste�� C.O. Shower(based on the total flow rate through ' \ line to existing \ tie in new waste tie in new waste C.O. showerheads and bodysprays) - Plumber Riser \ line to existing co line to existing `� \ existin waste line House Trap flow rate: \ existin waste line existin waste line 5.7 gpm and less 1-1/2" To Existing more than 5.7 gpm up to 12.3 gpm 2" Sanitary System Crawl Space Crawl Space more than 25.8 gpm up to 25.6 gpm 3„ Sheet Number : more than 25.8 gpm up to 55.6 gpm 4" Plumb er Riser Dia ram5' ' ,3 g Not to scale FASTENING SCHEDULE : Table R6o2.31 of the 2020 RCNYS STRAPPING DETAILS Strapping can be installed directly to rough framing or over plywood sheathing. O FILLER BLOCK NOTE. This schedule does not include Hal Contractor to contact local building dept. for required strapping inspection. nailing for metal framing straps (see section for strapping and requirements section for rough I opening framing requirements). ' ;. All nailing is a general specification it applies unless noted otherwise. PLATE — ONE 16d ° Joint Description No.of Nails Nail Spacing re uired u lift force as er NIP Porch / Deck Strapping Details TO FILLER ° SIMPSON STRONG-TIE G p p RAFTER pp 9 TWO 16d BLOCK THREE 16d ROOF &CEILING FRAMING CS20 Coil Strap table R802.11 of the 2020 RCNYS M� TO FILLER Rafter to Top Plate (toe-nail) (3) 10d common Per Rafter over every rafter = 222 pounds BLOCK SIMPSON STIR G-TIE Ceiling Joist to Top Plate (toe-nail) (3) 8d common Per Joist 'HCP2' (single h rafter) KA i C, 16d Ceiling Joist to Parallel Rafter (face-nail) (6) 16d common Each Lap , STAGGERED (3) 8d Nails HCP4 (double hip after) Ceiling Joist laps over Partitions (face-nail) (3) 8d common Each La i� � ° �o 16d 12"O.C. 12"O.C. TO SPACER VERTICAL Collar Tie to Rafter (face-nail) (3) 10d common Each End (3) 8d Nails ° ( ) / „ 5 8dx1-1 2 Nails � C to rafter ° ° BOARD o � Sim n Strong-Tie Blocking to Rafter (toe-nail) (3) 8d common Each End ° � A46 4"x6" POSt /krch itE� ct STUD _ x -1/2" Nails -ABA44 4"x4" Post STAGGERED ' ,. Rafter to Ridge Board (end-nail) (2) 16d common Per Rafter - _ WALL THREE 16d WALL FRAMING ROOF 1 ° / to plates PLATE -ABA66 6"x6" Post Fill Void with1� STUD TO FILLER Top Plate to Top Plate (fore-nal) (2) 16d common 16" oc ROOF RAFTER 21 Main Street Stony Brook NY 11790 10d TOE- Q RAFTER °° SIMPSON STRONG-TIE Y ° H2A at each rafter Rigid Insulation �:::. NAILED BLOCK Top Plates at intersections (face-nail) (4) 16d common Joist-Each Side (575 pounds) _ Prior to Sheath g phone. 631 686-6585 TO SOLE Stud to Stud (face-nail) (2) 16d common 24" o.c. SHOE Header to Header (face-nail) 16d common 16"o.c. Along Edges (5) 8dxl-1/2" Nails Typ I Post B e fax. 631 686-6786 to Stud C nection Deta' Top of Bottom Plate to Stud (end-nail) (2) 16d common Per stud Rafter t0 Rafter email. MMacrina@MMArchitectAIA.com Bottom Plate to Floor Joist, Band Joist, 1 Roof Rafter to Plate Hip Rafter web. MMArchitectAIA.com (2) 16d common Per Foot Connection Detail S2 ° SHOE End Joist, or Blocking (face-nail) to Wall Stud Detail to Plate Detail 2"x Ledger fastened These plans are an instrument of service and are the exclusive property of the architect. FLOOR FRAMING to wall structure Infringements of the concepts and design ideas joist hanger presented on these drawings shall be prosecuted Joist to Sill Top Plate or Girder (toe-nail) (4) Sd common Per Joist (5) 8d Nails 'Simpson H2.5 A to the fullest extent of the law. Copyright 2020: of t: ical E�XteriOr oft iced Bridging to Joist (toe-nail) (2 8d common Each End 600pounds) Michael Macrina Architect, c. All rights reserved, P 9 See Rafter to earn to no part of the plans may be reproduced without Detail partition intersection Detail i I exterior prior corner post Blocking to Joist (toe-nail) (2) 8d common Each End Post Strappi Detail (S5) the expressed written Consent of the architect. hip / valley Blocking to Sill or Top Plate (toe-nail) (3) 16d common Each Block rafter not to scale not to scale � o rafter 'Simpson' L70 J Ledger Strip to Beam (face-nail) (3) 16d common Each Joist SIMPSON ST G-TIE O I ��� Drawing Status Joist to Ledger to Beam (toe-nail) (3) 8d common Per Joist 'N Model 'HRC1. 1" ` \ 0 Bond Joist to Joist (end-nail) (3) 16d common Per Joist ° ° NIP O beam i O common Band Joist to Sill or Top Plate (toe-nail) (2) 16d common Per Foot ° RAFTER O ° rafter • o j01St ha er ROOF SHEATHING ° ° PIP 4. RAFTER ° 2"x Le er fasten Structural Panels (see zone diagram) t0 w structure Issued GE c o 0 (5) ° \Interior Zone Sd common 12" o.c. � $d IIS ° Po h Rafter 0 0 Perimeter Zone Bid common 6" o.c. SIMPSON STRONG IE ° C nnectionConstructi0m Gable Wall Edge Zone 8d common 4" o.c. 'CS20' Coll Str o Q CEILING SHEATHING over every stu fl'o ssembl Detail _ Gypsum Wallboard 5d coolers 7" Edge / 10" Field 8d Nails WALL SHEATHING Hip Rafter Porch Roof Raft to Common Rafter to Roof Beam Structural Panels 8d common 6" Edge / 12" Field to Ridge Detail 34. Beam to Post DetS6Hip/Valley —(3) 8d Common Nail Garage Door Portal Openings 8d common 3"oc into all framing _ Rafter Dt l. at Each End of St r p Gypsum Wallboard 5d coolers 7" Edge / 7" Field FLOOR SHEATHING (Subfloor) Fr m Porch ap Continuous ver Bm. Dates Back Dow to Porch Bm. 2/8/21 Issued for Construction Structural Panels plate AS Show 1" or Less 8d common 6" Edge /12" Field (4) 8d Nails Greater than 1" 10d common 6" Ede 6" Field N second flr. If cripple studs are utilized over g / (8) 8d Nails ° LEENDNGTH header,then provide one CS18 � CUT strap from top plate to cripple stud header &from cripple le stud to header Lo -Bear'g Hollow }+ SIMPSON STRONG-TIE Q LENGTu _ pP Fi rglass Column (8) 8d (Nails 'CS20' Coil Strap over every stud (8) 8d Nails O N L �Tra (1,030 pounds) (8) 8d Nails Sd Common Nails CONNECTION OF MULTIPLE PIECES 3 CLEAR t ch End of Strop OF TOP-LOADED BEAMS(1) SIMPSON STRONG-TIE p SPAN CS18' Coil Strap Porc Girder s SIMPSON STRONG-TIE O over every jack & king stud 1 "Width Pieces: Post to Beam Strapping - 'CS20' Coil Strap w Simpson 2.5 • Minimum of 3 rows 10d(Y x 0.128")nails at 12"o.c. over every stud Install 'Simpson' CMST16 (8) 8d Nails Post first floor y (1,030 pounds) for 16 ft wide sliding door Post Base • Minimum of 4 rows 10d(Y x 0.128")nails at 12"o.c. Q Y for 14"and deeper beams Provide strap for I1 u, END each jack stud when No. Date Description • If using 12d(3%4')or larger nails,the number �a LENGTH multiple jack studs of nailing rows may be reduced by one. (8) 8d Nails (8) 8d Nails A r p are required Concrete Pier Project 3%"Width Pieces: cp N rim Joist (8) 8d Nails H low Porch Colum • Minimum of 2 rows%"bolts at Proposed 24"o.c.staggered t`R t Deck Assembl Det II (t)Load th.Ote applied ,usecevenly across nsfore Gable Stud Wall First Floor to Second Jack Stud at Addition and beam width.Otherwise,use connections for side-loaded beams. Additional nailing or bolting may be S7to Wall Stud Dt l. S 8 Fl oor Wall Stud Detail S Header e Openlnq required with side-loaded multiple-member Renovation beams.Refer to current product literature. Roof Bealm —Porch Roof Rafter Beam For N i0 ° (8) 8d Nails to Post Strappin S5) SIMPSON STRONG-TIE '( 'CS20' Coil StropSIMPSON STRONG-TIE 8 8d Nails over ever stud 'CS20' Coil Strap SIMPSON STRONG-TIE ( ) y over ever stud 'CS20'over Coil Strap Frank • (1,030 pounds) y over every stud N ° (1,030 pounds) Solid oad Post OInsid Hollow Column Ca (8) 8d Nails � Jennifer H . Rim Joist N (8) 8d Nails (2) 8d Nails blocking o°r oad-IBear'g Hollow upinacci PSPN516Z (2) 8d Nails ao�b\\ode t Fiberglass Column ` RPS28 MSTC52 ^ �L wrap under s�� (5) 8d Nails -- 0 °• sill plate I p 'Simpson' H2.5 A Ho w Column see Dtl. wrap under p �5ti P t Base inside 5920 Indian Neck Lane .•_� �". ,: � sill late P ; - ° ° �,� (8) 8d Nails ( ) Peconic NY ' top plate ° joist hanger •d-� III�I� III�I� II (5) 8dx1-1/2" Nails SIMP STRONG-TIE (� III (II�II foundation III�I� III wall 'CS20' it Strap �—Concrete undation Jurisdiction L III (8) 8dxl-1/2" Nails II III�I� stud over every d O Ill�lf llll III (8) 8d Nails (8) 8d Nails Town of Southold ATEROR E PIPE Wall Stud III Suffolk County RIDGE _ to Wall Stud to Sill Plate Cantilevered Wall S d 10 Rim Joist Detail N LLS S 11 at Garage Wall T g to Rim to To Plate D all S lid Post Porch Colu n A y ATTIC Found'n Assembly D Drawn By: m NS1 SS1.5 ,.- . c M.P. S5 ���aea mR �Co 1. A. ,� yj Beam to Joist Stra ing Checked By: *Note: STRAPPING INSTRUCTIONS : Simpson H2.5 (ho dipped galv.) c, NS1 ¢ d Required where note N ti, _ ° ° v a G M.A.M. ° I, „ ¢ BLOCKING 2 BAYS N ®, on plans 1. All Strapping To Be 1-1/4" Wide 20 Go. Steel to a o I N _ r; a deck ledger °I BACK C9 48" o.c. HD or 'Simpson' Equivalent CS20 (coiled strap) (4) 8d Nails Deck Joist ° �� Unless Noted Otherwise. l detail, same sht. Job No. 1� �12i36 NS1 ; SECOND FLOOR �'' 2. Use Stainless Steel Straps & Fasteners or / for attachment 2052 QF NCI x o a Solid Corner Post Soli 'brner Post-� Hot-Dipped Golvenized When in Contact to house c HSS2- SCSI U � PP .N � Q with Pressure treated Lumber. (4) 8d Nails Porch irder Sheet Title u ' Y LINES .a = w 'SIMPSON' HDU8-S 2.5\ 0 3. Install Strapping For All New Construction. a o And where noted on plans Pas to Beam Strapping i HSS2-3 SDS1.5 7/8" dia. 2-16d Common 4. Install Strapping for Each of the Following: Si son H2.5 (hot-diped galv.) Stra ry Details BLOCKING 2 BAYS U Sim n HDU4-SDS2.5 Threaded Rod nails @ 6 o.c. as `'' NS1-► ELECTRICAL WIRING BACK 0 48" o.c. � H own for full length -Rafter to Rafter over Ridge ost Basie Nailing �+ of stud -Rafter to Plate to Stud - S r ° • a FIRST FLOOR Blocking l a -Hip Rafter to Plate to Stud Ns1 p @ Endwall I second floor o • �•, p� I -Common Rafter to Hi Valle Rafter PSPN516Z LOAD BEARING WALL (with HVAC Chase) MSTC52 o I E -End P/ y ` r, E d Wall Studs to Wall Studs - Framing Details \PSPN58Z U - I I i 0 -Header to Jack Stud C Crete Pier �.••� /8 dia. Threaed Rod °) -Jack Stud to Rim Joist Rim Joist bedded 12 into Concrete BLOCKING 2 BAYS w/ impson SET Adhesive s -Cantilevered Stud to wall below If footing occurs RPS28Z 0 -Wall Stud to Rim Joist BACK C� 48" o.c. -Rim Joist to Sill Plate stall (2)#4 dowels Sheet Number . 'SIMPSON' HDU8 DS2.5� first floor Plumbing , & HVAC Protection Guards Gable Wall Blockin Dtl . o Holddown Conn =� _Rafter to Ledger with joist hanger Rafter to Beam to Post g = ect n Dtl. Holddown Conn tion Dtl. Beam to Past to Floor Beam ck Stra in 0 a -Floor Beam to Post p� g not to scale not to scale where noted on floor plans for first floor to second floor con ction no -Post to Pier (footing) ssembl Detail 0 -Joists to Beam A/C unit new landing HH whip GFI New 0 OWP 1 C h e ' W.I.C. #1 3 M I GFI New New a C r"1 rl a i M I Bathrm. - ° I New $� Bathrm. #1 I HH - - - - --- "" Bedrm. "" Rol m A rc h i to ct ex. EP HH HH TV / HH } #3 ex. ATS EF HH HH HH New - generator 33" linenL Bedroom 21 Main Street Stony Brook NY 11790 I I I eq. " I NeW closet ° EF EF TV 0 with li ht GFl I , Den I g phone. 631 686-6585 I I I ii9 O O \ \ HH ., V fax. 631 686-6786 .I D ;; email. MMacrina@MMArchitectAIA.com pendant O with light Ilnen �� web. MMArchitectAlA.com I I I I HH H SD / These plans are an instrument of service and are CIO t I HH HH HH the exclusive property of the architect. I I New Infringements of the concepts and design ideas I presented on these drawings shall be prosecuted --- W.I.C. #2 3 oset to the fullest extent of the law. Copyright 2020: I f '— — --- --- Michael Macrina Architect, pc. All rights reserved, ----- HH HH I HH ------ ----- GFI no part of the plans may be reproduced without HH HH / the expressed written consent of the architect. GFI Hall TV I I I I ,.-_ , SD � , VERIFY I New existing �} SD SD o EXACT HEIGHT TH O O attic sta : Drawing Status WITH OWNER i i Pantry I Ir Tv H H H H i \\ / , To 3 — N -----L1— ------------J-1----------- --- 3 HH i --- ----------- -- — New----- I I ____ - = GFIil r-------- c New i i microwave ref. - - - J II Bedroom #1 I I I Great I i � closet linen I I Room II I I New I I hood ova, gas stove I I I Issued for HH oven I H I i New AN Patio #1 i i `E' --- - }— HH ' {H AH I pendant I `�'HH Patio #2 HH I HH HH HH T HH T HH 11 I I I ■ ' sD EF GFIII Construction I 1 ----------------------------------- I I I I I ° _. I I endon I I I I I Renovated � d'w.`H� gage i i i W.M. ii oral {� J --------------- 1 sk�i ht I ' 1 p t pen ant pendant 1 New THH \ above Pendant Kitchen �, `------ ----- - — - --- I I Foyer o T,; ° New " , HH ?HH ; ; ; Owith light Bathrm. #2 New GF, ,'' HH GFI i Laundry , I skylight {� O Room tlr s ' ,\ I 1 I I above I I T Pendant ' -� I II --- --------------! !---- ----� I Dates : ---- -- s Ight I I I HH I I HH ' move I I a 1 I i II sconce reading 2/8/21 Issued for Construction I I HH HH HH HH I M lights HH —Z ---- ------ _ �T- 1 New I I I I � - , Bedroom #2 M I GFI a I I I I GFl phone 1 1 1 I 4 4 ,3 I 1� C1set IA -----= I existing fireplace 4�I HH � I HH_ - -- HH' --- New--- n - ' Mudroom - - Proposed First Floor Electrical Plan - ---- GFl it New M thr - -- 1 /4" EF -- -- -- - - - HH new plan north HH -- - ------ I landing No. Date Description - ---- -GA new  LEGEND Project . P �.� �'`' -� - _ landing_ Proposed cloy; t INDICATES PHONE JACK Tphone IJ GFl 3 L ------- nG TTV Addition and I � INDICATES CABLE JACK E----------i INDICATES DUPLEX RECEPTACLE Renovation L--------J �i INDICATES FLOOR OUTLET F.O. - INDICATES QUAD RECEPTACLE For INDICATES 4" LED RECESSED +HH CLG. LIGHT FIXTURE 'HALO' down OR APPROVED EQUAL GFI N w Frank & � � ; ; � ; ; GARAGE DOOR ' w -Car OPENER VERIFY -- -- --- - INDICATES SURFACE MOUNTED CLG. +SM IF CLG. OR age WALL MOUNTED LIGHT FIXTURE Jennifer i ! HH INDICATES PULL-CHAIN CLG. LIGHT *PC --- - - L FIXTURE u nacci ---------------------- ---- -- --e-------- - ---- ----------------- INDICATES LED KEYLESS CLG. LIGHT KL ---------------- ---------- - ll � I FIXTURE T* gp I J INDICATES RECESSED CLG. wP 5920 Indian Neck Lane WATER-PROOF LIGHT FIXTURE PeConic, NY I INDICATE PENDANT LIGHT FIXTURE pendant -----------��_-__ ____ ______ _______ _ TO BE SELECTED Jurisdiction ' INDICATES WALL MOUNTED LIGHT y,. FIXTURE TO BE SELECTED Town of Southold I I GARAGE DOOR i i ' INDICATES JAMB SWITCH JS OPENER VERIFY -—-—-—-—-—- KL 1 Suffolk County IF CLG. OR KL ------------ INDICATES SWITCH WALL MOUNTED GFI INDICATES 3-WAY SWITCH $3 Drawn By INDICATES 4-WAY SWITCH SREID qp a M.P. ��' A• New INDICATES EXHAUST FAN (100 c.f.m.) EF t+ Checked By hr VA GFl GFI GFI Attic INDICATES SMOKE DETECTOR SD M.A.M. } O INDICATES CEILING MOUNTED CARBON CM Job No. MONOXIDE DETECTOR 2052 �FVl ' - -—---—-—-—- -—-— i INDICATES WALL MOUNTED CARBON CM Sheet Title I KL L I MONOXIDE DETECTOR I INDICATES CEILING FAN TO BE SELECTED Electrical Plans ° ° I I ---------------------------------------------------- INDICATES LED STRIP LLA \ ' LIGHT FIXTURE THERMOSTAT O ' FIXTURE BOX FB --- ---- ------ SOFFIT MOUNT MOTION FLOOD LIGHT "V Sheet Number Pro osed Attic Electrical Plan WALL MOUNT MOTION FLOOD LIGHT 1/4" = 1 '-O'• plan north SITE PLAN SCALE: 1" = 40' SHEET INDEX VF PLACARD CODE DATA BUILDING DATA a� Sheet No. Description NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, 2020 RESIDENTIAL CODE OF NYS FLOOR AREA BREAKDOWN -foal PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER C-1 Cover Sheet CONSTRUCTION IN RESIDENTIAL STRUCTURES 2020 RESIDENTIAL CODE OF NYS Floor Level Existing Proposed Total (In accordance with Title 19 NYCRR PART 1265) Site Plan TO: Town of Southold FOR GRAVITY & LATERAL DESIGN First Floor Level 2,051 sq.ft. 730 sq.ft. 3,066 sq.ft. (to be renovated) (garage conversion) 25 2 5 66 034'40" W 133.0-7' X Project Data Q 285 sq.ft. M 25.0 OWNER OF PROPERTY: Frank and Jennifer Lupinacci TOWN OF S O UTH O LD MUNICIPAL CODE (additions) SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): USE: Single Family Detached Residential Second Floor Level C r n ^ G-1 General Notes' g y � 718 sq.ft. 718 sq.ft. �.'( 5920 Indian Neck Lane, Peconic, NY Construction: Wood Frame (un-sprinklered) M -a SCTM# 1000-98-05- 17.4 Attic Level Building Code Requirements Architoct j PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): ENERGY CODE COMPLIANCE METHOD Total 2,051 sq.ft. 1,733 sq.ft. 3,784 sq.ft. ❑ New Residential Structure Q 21 Main Street Stony Brook NY 11790 G-2 Ener Code Notes These plans have been prepared as per section 0 Addition to Existing Residential Structure L 730 sq.ft. w _75'r®ar yard estback 1 N 1 102.1 .5 - Total UA Alternative Path by 0 Garage (to be converted 760 sq.ft. 760 sq.ft. 1 (- Insulation Schedule ❑ Rehabilitation to Existing Residential Structure utilizing REScheck-Web Software 0 to living space) phone. 631 686-6585 g LL fax. 631 686-6786 o I - Insulation Details TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT (see attached REScheck Calculations Uncovered Patio#1 email. MMacrina@MMArchitectAIA.com o ) 0 587sq.ft. 587sq.ft. web. MMArchite�ctAlA.com m 2 o p a 1 PROPERTY REFERENCE ABOVE WILL UTILIZE (check each applicable line): final blower door test is not required CI c These plans are an instrument of service and are I ❑ Truss Type Construction(TT) (as per tech bulletin (TB-1020-RCNYS) Uncovered Patio#2 152 sq.ft. 152 sq.ft. the exclusive property of the architect. I I Pre-Engineered Wood Construction(PW) Infringements of the concepts and design ideas I I 1 G-3 Schedules presented on these drawings shall be prosecuted El Timber Construction(TC) to the fullest extent of the law. Copyright 2020:p I I I Climatic & Geographic Design Criteria : Table R301.2(1) Michael Macrina Architect, pc. All rights reserved,no part of the plans may be reproduced without ry IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE): the expressed written consent of the architect. Al .1 Demo Floor Plan ® Floor Framing, Including Girders and Beams(F) 20Sf Ground Snow Load: p Speed: 130 mph ultimate wind speed(128 actual) Drawing Status ❑ Roof Framing (R) DESCRIPTION OF PROPOSED WORK +/- 46' I 1 c Topographic Effects: No I 1 Demo Elevations ❑ Floor Framing an oof F mi ) g, 1 1 CU p 1 I o Wind Exposure Category: B I c e chi 8 tp of i>r �g =",/ proposed I ' SIGNATURE: DATE- M �� G Seismic Design Category: B PROPOSED ONE STORY ADDITIONS N 8 dia.x8'tall .l I w leaching pool , 1 PRINT NAME: Special Wind Region No PROPOSED FULL HOUSE RENOVATION 20-- LP A2. 1 Issued for existing I c min. LP �� First Floor Plan CAPACITY( One ❑ Owner ® Owner's Representative PROPOSED UNCOVERED PATIO #1 undergro fanl I Wind Borne Debris Zone Yes propane new( Pool Patio +' 8'dia.x8' existiny ces oai to sT 1 PROPOSED UNCOVERED PATIO #2 drywell be pum1ped Penned & proposeal 1 = PROPOSED TWO STORY ATTACHED GARAGE ADIDITION existi I removed in a cordance 0 Construction 6 DIAMETER Weathering: Severe 'Eseptic;tank 1 I PROPOSED GARAGE CONVERSION TO LIVING SPACE genet 1 .� with S.CD.H, standards 40'-0 `, ====�aa=_ 359 1 clear{ out A2.2 Second Floor Plan Frost Line Depth: 36inches o goro#e II 19 Patio 1 (se'Oeta J , s.5' `� � , 1 � PROPOSED BILCO DOOR M 2� ' , 1 2 Termite: Moderate to Heavy N Proposed Proposed I of I REFLECTIVE WHITE 11 TWO-Story , REFLECTIVE RED u Garage o, One Story 1 0`� A3 0 F `n Addition o, 1 PANTONE#187 Addition i , ( Foundation an AREA DIAGRAM / CLASSIFICATION c,i Frr19 2s.� to' A/q un�t 1 Winter Design Temperature 11 degrees Dates �`------`� I I Ice Barrier Underlayment Required Yes for Valley's&Eave Perimeters roposed ', zs Existing lanolin I 1 2/8/21 1 Issued for Construction IlandIng o One-story i I 1 , Flood Hazards N/A DO NOT,P��.WIT dr e4vJa� 1 Dwelling ; ' A3. 1 Foundation Plan Details FRA, °I�,I(; H 2/9/2, Rev. Exterior Wall Insulation 25' 5 bedroom ilcq door N/0/F Air Freezing Index 618 }� ONTIL UAV ( i SEAGYAN CLUB INC N/0/F bF FC�./N1..) LflCATIp FFE = 27.0 ��_,� I j sctm.# 1000-98-5-16 I sct� 1000-98-5-15 HAs '�rl �N 5/14/21 Issued for Construction test ale I - I I DWELLING , DWELLING 1 Mean Annual Temp. 52.1 degrees BEEN APPF19VE D. 6 el. 8/19/21 Issued for Construction USES WELL WATER , USES WELL WATER 1 Component and Cladding Loads: Table R301.2(2) co I DWELLING IS LOCATED DWELLING IS LOCATED : ; GREATER THAN 150PT GREATER THAN 1 SOFT I A3.2 Structural Plans �' � i I FROM NEW SEPTIC I FROM NEW SEPTIC 1 � o ZONE 4 18.2 -19.0 U as L .01 1 I I c6 co (� w Q vl - Patio I' I 1 1 1 ZONE 5 18.2 -24.0 0 15.2' Y + N /A to existing I N ZONE 1 16.7 -18.0 x o 2� 6 I well I 1 -C existing ,p I , 1 A3.3 Roof Framing Plan 1/2" ^ o w driveway to j , 1 o ZONE 2 16.7 -21.0 rA V \be removed , STROKE � _I ! I The construction type U y � 10 u; ZONE 3 16.7 -21.0 ° Ip I , designation shall be gl 1 I 1 1 °I°,11","III",°Iv°or^v" N �' ZONE 1 10.5 -16.0 No. Date /� Description " ( A3.4 Braced Wall Plan classification indicate the construction O 1 I classification of the O o 0 u structure under ZONE 2 10.5 -29.0 1 Project 0 I I DESIGNATION FOR STRUCTURAL existin 17 I 1 section 602 of the BCNYS COMPONENTS THAT ARE OF LQ ZONE 3 10.5 -43.0 -C 1 shed g TRUSS TYPE CONSTRUCTION Proposed n� (125sf) 1 I A4. 1 Front Elevation �- ZONE 1 10.0 -18.0 e� I (DRY BUILDING I ® '"F" FLOOR CONSTRUCTION,INCLUDING � . . ' Right Elevation ® � GIRDERS AND BEAMS o co [� ZONE 10.0 -30.0 Addition and 1 1 :/ ® "R" ROOF FRAMING o ZONE 3 10.0 -46.0 o I I BUILDING "FR" FLOOR AND ROOF FRAMING Renovation I I I Z 1 Zone Diagrams : I ' 1 I STANDARDS AND CODES 1 A4.2 Rear Elevation ,--' - ' osed 2 BilcProo Door Proposed Proposed For I I Left Elevation +Call Bef!011`e Y� Dl_g t s Addition#1 Garage Conversion , 1 (36 s.f.) to LivingSpace i N , LocatorColors 3 4 bc 5 Proposed Proposed p lU \ 1ik rk 5 Patio#1 Landing#1 (730 s.f.) Frank & + ElelcWc Power Lutes 5 2 5 4 (635 s.f.) o 1 I A5. 1 Building Sections - Gas, ©I, or Steam 4 3 4 4 x� 5 5 __-_ 5 5 x Jennifer 1 ' A 7 B 3 C ® 43omrreun3rtiorr E.iaes,CA�TfGable Interior > >,yx r 1 N Potable Water Wall � Zone N �� �� Existing I \ 4 v g Reclaimed Water,Irrigatlon,Slurry Edge � / ® Perimeter g / J h Living Space x`y N 1 m A5.2 Building Sections Zone Zone Proposed to be renovated v g ,. g��Drain LlrteB oX� P ( ) Lupinacci x�x Addition#3 N Krlonn!altlat s b8i0W, Temporary Survey Markings 0 �u (2,051 s.f.) n MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Table R301.5 u / I I Z D,E,F G Call before m dig. (203 s.f.) PropolliedExcavations 5920 Indian Neck Lane Plumber Riser �� d muck 1 0 THIS IS AN ARCHITECTURAL SITE PLAN USE LIVE LOAD DEAD LOAD LL h' Proposed Proposed Peconic, NY BASED ON INFORMATION FROM A Landing#3 Patio#2 Exterior Details VICINITY MAP (152 s.f.) Exterior Balconies and decks 40 psf 10 psf xy� � Proposed Jurisdiction SURVEY PREPARED BY: P P a '� i� x 0 Peconic Surveyors P.C. Fire Escapes 40 psf 10 psf T; S)e Addition#2 x Proposed (46 s.f.) N Southold, NY A6. 1 Strapping Details g 9 psf as per Ian Y P. 16-9 I July 7, 2020 Passenger Vehicle Garages 50 p p ` �` Landing#2 Town of Southold xk�n ` r �� Y N��,�2.2'.2p '0 Nailing Schedule Unhabitable ATTICS without Storage 10 psf 10 psf � � x �7 Suffolk County Unhabitable ATTICS with Storage 20 psf 10 psf Proposed Pool Patio h N _?7$s' 16 Leh _9 Plot Ian Framing Details eCk x Ogg, I '" = 4 O' Habitable ATTICS and ATTICS under Utility Protection Detail served with fixed stairs 30 psf 15 psf separated Drawn By application) 1~D ROOMS other than sleeping rooms 40 psf 15 psf M.P. y� Sleeping Rooms 30 psf 15 psf Checked B E-1 Electrical Plans Stairs 40 psf 10 psf y M.A.M. Guards and Handrails 200 psf lateral Job No. 6 �,�•, ZONING ANALYSIS Guard in-fill components 50 psf ROOFS 30 psf 15 psf 2052 ® ' �,^� Zone: R-80 Sheet Title Lot Area = 81 833 s.f. (1.878 acres) ALLOWABLE DEFLECTION : Table R301.7 CQ�/ eet Min. Required = 80,000 s.f. Structural Member Allowable Deflection > Yards: - Site Plan Required: Rafters having slopes greater than 3/12 with no L/180 J Front=60 ft finished ceiling attached to rafters. � /+ Side=20 ft(min.) 'r '0 Indif'-I � Neck Li Interior Walls and Partitions H/180 0 11 0 0 - Project Data Side=45 ft(total) LL Rear=75 ft =�'11 NY I I ;r( Floors and Plastered ceilings L/360 � C All other Structural Members L/240 U Exterior Walls with plaster or stucco finish H/360 (11 Proposed Sheet Number : Exterior Walls - wind loads° with brittle finishes H/240 Second Floor Addition --� Exterior Walls - wind loads° with flexible finishes H/120 (718s.f.) D DVI Lintels Supporting Masonry Veneer Walls L/600 _ f; Note : L=Span Length, H=Span Height AUG 2 5 2021 IBUH DING DEPT. TOWN OF SOT.T fICILT) GENERAL CONDITIONS STEEL NOTES FRAMING continued EXTERIOR WINDOWS AND DOORS GLAZING - 1. All Steel shall have a minimum Fb of 33,000 p.s.i. h. Fire blocking as required. 1. All exterior windows and doors shall be designed to resist the component All Glazing shall conform to section R308 (glazing) of the 2020 FACTORY-BUILT GAS & WOOD FIREPLACES 1. All work shall conform to the codes listed on the cover sheet. All codes and cladding wind loads specified on the cover sheet. Residential Code of NYS. Factor built fireplaces shall be listed and labeled and shall be installed shall supersede! the drawings and shall be incorporated into the drawings, whether 2. All Steel shall conform to the latest A.S.T.M. specifications for 2. Bearing Walls supporting one floor or more: y- p I rrrI,. the are indiccted on the plans or not. A992/A572 steel. Pipe columns shall conform to A.S.T.M. A501. a. Partitions must be constructed of minimum 2 x 4 studs spaced 16" o.c. 2. All exterior windows and sliding doors shall be tested by on approved R308.4 Hazardous locations. The following shall be considered in accordance with the conditions of the listing, and shall be tested ,- Y P " ; All work shall conform to the latest A.LS.C. specifications. of type lumber specified unless otherwise noted on plans. independent laboratory, and bear a label identifying manufacturer, specific hazardous locations for the purposes of glazing: in accordance with UL 127. 2. Contractor shall check and verify all dimensions, notes and conditions at the 3 P , y ,. performance characteristics and approved inspection agency to indicate Hearth Extensions. "" '� ."� �y site before any construction work is started. The Contractor shall notify the b. If a double top plate of less than 2-2 x 6 s or 2-2 x 4 s is used, floor 1. Glazing in fixed and operable panels of swinging, sliding door and compliance with AAMA/WDMA/CSA 101/I.S.2/A440. Exterior side-hinged bifold door. Hearth extensions of approved factory-built fireplaces shall be installed �,,14 Architect of any discrepancies or conflicts in the drawings and/or field FRAMING joists shall be centered directly over and below bearing wall studs with a doors shall be tested and labeled as conforming to AAMA/WDMA/CSA conditions before starting the work. The discovery of discrepancies after tolerance of no more than 1" unless substantiated engineering calculations. beginning the work shall be the full responsibility of the Contractor to correct. 1. Minimum header size to be (2) 2x6 unless noted otherwise on plan. g g 101/I.S.2/A440 or AMD 100. 2. Glazing in storm doors. in accordance with the listing of the fireplace. The hearth extension c. Interior bearing stud walls must be sheathed with a minimum 1/2" gyp. bd. shall be readily distinguishable from the surrounding floor area. 3. Contractor shall locate & stake out all existing underground utilities prior to any 2. All structural framing Lumber to be doug fir #2 or better, fastened according to drywall manufacturer recommendation and fireblocked. 3. Garage doors shall be tested in accordance with either ASTM E 330 or 3. Glazing in all unframed swinging doors. M ic� h ;aEE� I excavation. The utilities shown on the plans are an approximate location only. (min. fb=900, e = 1.5x10) Higher stress lumber such as s.y. pine, ect. may ANSI/DASMA 108, and shall meet the acceptance criteria of ANSI/DASMA 108. 4. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, be substitued for doug fir. No spf lumber may be used except for sill, Corner Bracing: bathtubs and showers. Glazing in any part of a building wall enclosing these 4. Contractor to be responsible for arranging all necessary permits and 1. Unless otherwise noted, brace exterior corners of building with 4 x 8 plywood compartments where the bottom exposed edge of the glazing is less than o� C inspections, including obtaining the Certificate Of Occupancy (C.O.). plates, and studs. 4. Window and glass door assemblies shall be anchored in accordance with the sheet of thickness to match that of sheathing. 60 inches measured vertically above any standing or walking surface. 5. Written dimensions shall have precedence over scaled dimensions and larger 3. All exterior lumber and/or lumber in contact with masonry/concrete shall be published manufacturer's recommendations to achieve the design pressure scale details shall have precedence over smaller scale details/drawings. pressure treated unless otherwise noted. 2. Overlap plates at all corners. specified. Substitute anchoring systems used for substrates not specified 5. Glazing in an individual fixed or operable panel adjacent to a door shall be ELECTRICAL Architoct Drawings are not to be scaled. 4. All wood subfloors shall be Y4'� thick T&G subfloor with a minimum Nailing: by the fenestration manufacturer shall provide equal or greater anchoring considered tsieder dto be a hazardous location where the bottom exposed edge 1. All efectrical work shall conform to rules and regulations of the deviation from the Architect's drawings must be submitted to the Architect span rating of 48/24, to be glued and nailed to joists. 1. All nailing shall comply with nailing schedule in the 2015 International performance as demonstrated by accepted engineering practice. o h glazing Is less than 60 inches above the floor or walking surface and 2017 National Electric Code, NFPA 70-2017 and the 2020 21 Main Street Stony Brook NY 11790 it meets either of the following conditions: Y 6. Any g Residential Code of NYS. in writing for approval. 5. All wood frame openings in floors, roofs, ceilings shall have a minimum Residential Code and nailing schedule shown on plans. g 5. Emergency escape and rescue opening required: Basements, habitable attics, 5.1. Where the glazing is within 24 inches of either side of the door in 2. The Electrical equipment and wiringshall be installed in accordance double "trimmer and header" framing unless noted otherwise on plan. Alignment: ever sleeping room and where noted on floor plans shall have not less than the lane of the door in a closed position. phone. 631 686-6585 7. Contractor shall be responsible for adequately bracing and protecting all work y p g p P P with chapters 34 thru 43 of the 2020 Residential Code of NYS. during construction against damage, breakage, collapse, distortion and 6. All wood frame wall openings shall have minimum of sin le Jack stud lus 1. All rafters and joists framing from opposite sides shall lap at least six one o erable emer enc esco a and rescue o enin . Where basements contain fax. 631 686-6786 9 P P emergency P opening. 5.2. Where the glazing is on a wall perpendicular to the plane of the 3. Electrical work to be Fire Underwriters inspected and approved. email. MMacrina@MMArchitectAIA.com misalignment according to applicable codes, standards and good practice. single King stud posts at each end. (3) inches and be nailed together with min. (3) 10d face nails. one or more sleeping rooms, an emergency escape and rescue opening shall door in a closed position and within 24 inches of the hinge side "wet' 8. All work shall be performed in a first class manner with all new materials. 2. When framing end to end joists shall be secured together b metal straps. be required in each sleeping room. Emergency escape and resuue openings of an in-swinging door. 4. All electrical outlets in wet areas to be ground fault interrupter web. MMArchitectAlA.com Contractor shall provide all equipment, labor and materials necessary for 7. All hanging wood joists and rafters shall be supported with steel 9 10 9 Y P • q P 9 9 Y P9� 9 shall open directly into a public way, or to a yard or court that opens to (G.F.I.) type. These plans are on instrument of service and are fist hangers. Exceptions: 5. Working clearance dimensions around electrical panel to be a the exclusive property of the architect. the proper execution and timely completion of the work. Contractor shall 10 g a public way. 1. Decorative glazing. „ „ be responsible for all materials and equipment stored at the site. 8. When joist hangers & fasteners are in contact w/ pressure treated lumber, D RA FTSTO P P I N G / F I R E B LOC K I N G & minimum of 36 deep x 30 wide x 6'-6* high. Infringements of the concepts and design ideas or exposed to the exterior use stainless steel or hot-dipped galvenized Exception: Basements used only to house mechanical equipment 2. Where there is an intervening wall or other permanent barrier presented on these drawings shall be prosecuted 9. All contractor: and their subcontractors shall carry insurance that will protect joist hangers & fasteners only. FIRE PROTECTION between the door and the glazing. . All electrical work to be performed by a local licensed electrician. to the fullest extent of the law. Copyright 2020: not exceeding a total floor area of 200 square feet. Michael Macrina Architect, pc. All rights reserved, the Owner and Architect from claims from damages for personal injuries, 3. Where access through the door is to a closet or storage area Ground-Fault Circuit-Interrupter Protection. no part of the plans may be reproduced without including death, which may arise in connection with this project. 9. All sheathing shall be a minimum of Y CDX plywood on roof 1. Install Fireblocking required as per section R302.11 and Draftstopping as per g g Operational constraints and opening control devices: Emergency escape 3 feet or less in depth. Glazing in this application shall comply Locations. the expressed written consent of the architect. and �s" OSB plywood on walls unless noted otherwise on plans and section R302.12 of the 2020 Residential Code of NYS. 9 Y P 10, Contractor to indemnify Architect and Owner and hold harmless. fastened to studs as per nailing schedule. and rescue openings shall be operational from the inside of the room with Section R308.4.3. Draftstopping required: without the use of keys, or special knowledge. Window opening control 4. Glazing that is adjacent to the fixed panel of patio doors. 1. All bathroom receptacles ore to have G.F.C.I. protection. 11. The Architect is not responsible for construction means, methods, techniques, 10. Provide Double all Floor Joists under All Parallel Walls Above unless noted P g p g q When there is usable space both above and below the concealed space of a devices complying with ASTM F 2090 shall be permitted for use on windows 2. All garage & accessory building receptacles are to have G.F.C.I. protection. Drawing Status sequences, procedures or for the sa`ety precautions and programs in otherwise on plan. floor/ceiling assembly, draftstops shall be installed so that the area of the serving as a required emergency escape and rescue opening. Emergency 6. Glazing in an individual fixed or operable panel that meets all of the following 3. All outdoor receptacles are to have G.F.C.I. protection. connection with this project. 11. All top plates in wood frame walls shall be doubled and overlap with concealed space does not exceed 1,000 sf. Draftstopping shall divide the escape and rescue openings shall have minimum dimensions as specified conditions shall be considered to be hazardous location: 4. All crawl space receptacles are to have G.F.C.I. protection. ' 12. Match all existing conditions as they relate to finishes, lighting, coursing, intersecting walls if possible. concealed space into approx. equal areas. Where the assembly is enclosed by in this; section. 6.1. The exposed area of an individual pane is larger than 9 square feet. 5. All unfinished basements receptacles are to have G.F.C.I. protection. dimensions, height, alignment, etc. Move and re-locate any partitions, wiring, 12. Laminated Veneer Lumber to have a min. of 2,650 (Fb) bending stress a floor membrane above and a ceiling membrane below draftstopping shall be provided in floor ceilin assemblies under the following circumstances: 6.2. The bottom edge of the glazing is less than 18 inches above 6. All kitchen receptacles that serve countertop surfaces shall have plumbing and ductwork that may be concealed in walls or ceilings being revised, and a min. of 1.9x10 (E) modulus of Elasticity. P / 9 9 Minimlum opening are: Emergency and escape rescue openings shall have o P PON 9 Y Pthe floor. ' to provide a complete job in all respects. 1. Ceiling is suspended under floor framing net clear opening of not less than 5.7 square feet. The net clear opening G.F.C.I. protection. Issued 13. All shims under cellar irders to be steel onl . 6.3. The top edge of the glazing is more than 36 inches above the g y dimensions required b this section shall be obtained b the normal 7. All laundry, utility and bar sink receptacles that are located within Eft. 13. All contractors and subcontractors shall be licensed and insured as required. 2. Floor framing is constructed of truss-type open-web or perforated members. q Y Y floor; and of the outside edge of the sink are to have G.F.C.I. protection. 14. Wrap all girders that sit in concrete beam pockets with soft flashing to operation of the emergency escape and rescue opening from the inside. The 6.4 One or more walking surfaces are within 36 inches measured '• 14. Contractor to obtain Owner's or Architect's approval for all materials, finishes, prevent direct contact with concrete. Materials: net cliear height opening shall be not less than 24 inches and the net clear horizontally and in a straight line of the glazing. 8. Electrically heated floors, hydromossage bathtub, spa and hot tub Co n S t r u C 'O n and equipment prior to purchasing. All equipment and materials are to be Draftstopping materials shall not be less than 1/2 inch gypsum board, 3/8 width shall be not less than 20 inches. locations are to have G.F.C.I. protection. ------------_--___- -- ---------------- installed per manufacturer's written specifications. Bolts in Wood Framing: inch wood structural panels, 3/8 inch Type 2-M-W particleboard or other 15. Contractor shall keep site clean and free of debris. 1. All bolts in wood framing, where specified on plans shall be standard approved materials1. Decorative adequately supported. Draftstopping shall be installed Exception: Grade floor or below grade openings shall have a net clear Exceptions: 9. All receptacles within 6 feet of the outside edge of a bathtub or machine bolts with standard malleable iron washers or steel plate washers. parallel to the floor framing members unless otherwise approved by the openin,g of not less than 5 square feet. ve glazing. shower stall are to have G.F.C.I protection. 16. These drawings are the property of the Architect and shall not be used building official. The integrity of all draftstops shall be maintained. 2. Where a horizontal rail is installed on the accessible side(s) of the without his consent. Drawings shall not be used for issuing of a building 2. Steel plate washer sizes shall be as follows: permit unless signed & sealed by Michael Macrina Architect, p.c. a. 1/2" and 5/8" Diam. bolts - 2-1/4" sq. x 5/16" Fire Blocking Required: Window Sill Height: Where a window is provided as the emergency escape and glazing 34 to 38 inches above the walking surface. The rail shall Arc-Fault Circuit-Interrupter Protection. „ „ rescue opening, it shall have a sill height of not more than 44 inches above be capable of withstanding a horizontal load of 50 pounds per Locations. b. 3/4 Dia. bolts-2-5/8 sq. x 5/16 . Fireblocking shall be provided to cut off all concealed draft openings the floor; where the sill height is below grade, it shall be provided with a linear foot without contacting the lass and have a cross-sectional 1. All branch circuits that supply 120-volt single-phase, 15 & 20 am both vertical and horizontal and to form an effective fire barrier between 9 9 P 9 9 PP Y 17. Contractor to follow all manufacturer's specifications, recommendations and » � P Dates installation details on all products used in this project. Notify the Architect 3. Each bolt hole in wood shall be drilled 1/16 larger than diameter of bolt. ( ) window well in accordance with Section R310.2.3. height of not less than 1 1/2 inches. outlets installed in kitchens, family rooms, dining rooms, living rooms, of an conflict between the plans and manufacturer's specifications, stories, and between a top story and the roof space. Fireblocking shall be 3. Outboard panes in insulating glass units and other multiple glazed parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, 2/8/21 Issued for Construction recommendations and installation details prior to installation of product on 4. For sill anchors, see typical details on architectural drawings. provided in wood-frame construction in the following locations. 6. All exterior windows and doors occuring in hazardous locations as per Section panels where the bottom edge of the g lass is 25 feet or more hallways, laundry areas and similar rooms or areas shall be protected b this project. Contractor shall be responsible for correction of any work that Lag Bolts: R308.4 of the 2020 Residential Code of NYS and indicated on floor plans above grade, a roof, walking surface or other horizontal [within a combination type arc-fault circuit interrupter installed to provide Y 2/9/21 Rev. Exterior Wall Insulation prevents the correct installation of a specified product as shown on the a. In concealed spaces of stud walls and partitions, including furred spaces 1. All lag bolts where specified on plans shall be of structural grade steel. are to havoe tempered glass. See glazing section of this sheet and section R308 45 degrees or horizontal] surface adjacent to the lass exterior. protection of the branch circuits. 5/14/21 Issued for Construction drawings. and parallel rows of studs or staggered studs; as follows: g 2. Washers shall be laced under the head of lag bolts bearing on wood. of the 2020 Residential Code of NYS. 18. Contractor shall be responsible for adequately bracing and protecting all work P - vertically at the ceiling and floor levels. 7. Glazing in guards and railings, including structural baluster panels and Single-and Multiple-Station Smoke Alarms. 8/19/21 Issued for Construction Length of la bolts shall be minimum 2 3 depth of members being bolted 7. All exterior windows and doors are to have a maximum U-value of 0.35 and nonstructural in-fill panels, regardless of area or height above a walking All smoke alarms shall be listed in accordance with UL 217 and during construction against damage„ breakage, collapse, distortion and 9 9 / P -Horizontally at intervals not exceeding 10 ft. P 9 9 g misalignment according to applicable codes, standards and good practice. together. a maximumi solar heat gain coefficient factor of 0.40. surface shall be considered to be a hazardous location. installed in accordance with the provisions of Section R314 of the 3. All bolts that are in contact with pressure treated lumber or exposed to b. At all interconnections between concealed vertical and horizontal spaces exterior are to be stainless steel or hot-dipped galvenized. such as occur at soffit, drop ceilings and cove ceilings. FALL PROTECTION 2020 Residential Code of NYS and comply with the provisions �+ 8. Glazing in walls, enclosures or fences containing or facing hot tubs, spas, of NFPA 72. . GUARDS whirlpools, saunas, steam rooms, bathtubs, showers and indoor or Locations. (Section R314.3) Altering Structural Members: c. In concealed spaces between stair stringers at the top and bottom of outdoor swimming pools where the bottom exposed edge of the glazing is Guards Required. 1. No structural member shall be omitted, notched, cut, blocked out or the run. Enclosed spaces under stairs shall have walls. under-stair surface In dwelling units, where the top of the sill of an operable window g P P 9 9 9 Single and multiple-station smoke alarms shall be installed in Porches, Balconies, Ramps, Stairs or Raised Floor Surfaces Located P " opening is located less than 24 inches above the finish floor and less than 60 inches measured vertically above any standing or walking the followinglocations: relocated without prior approval by the Architect. Do not alter size of and my soffits protected on the enclosed side with a 1/2 gypsum board. P 9 surface shall be considered to be a hazardous location. This shall apply to • More Than 30" above the Floor or Grade Below shall have Guards members noted without approval of the Architect. greater than 72 inches above the finish grade or other surface below PP y 1. In each sleeping room. PP d. At openings around vents, pipes, ducts, cables and wires at ceilings and a single glazing and each pane in multiple glazing. P P 9 on the exterior of the building, the operable window shall comply with not Less than 36" in Height. 2. Outside of each separate sleeping area in the immediate Built-up Beams: floor level, with an approved material to resist the free passage of flame one of following: Exceptions: Glazing that is more than 60 inches measured horizontal) vicinity of the bedrooms. Open sides of stairs shall have guards not less than 34" in height and not 1. Built-up beams or joists formed by a multiple of 2 x dimensional lumber and products of combustion. and in a straight line from the water's edge of a bathtub Y No. Date Description more than ��8" measured vertically, from the nosing of the treads. members shall be interconnected as follows: 1. operable windows with openings that will not allow a 4 inch diameter 9 � g , hot tub, 3. On each additional story of the dwelling, including basements p 'on » e. For the fireblockings of chimneys and fireplaces, see Section R1003.19. where to pass through the opening where the opening is on its spa, whirpool or swimming pool or from the edge of a shower, sauna and habitable attics but not including crawl spaces and uninhabitable Guard Opening Limitations. a. Members 12 and less in depth: glue and internail w/2 rows Ingest opened position. or steam room. attics. In dwellings or dwelling units with split levels and without Project : q Re uired Guards on open sides of stairways, raised floor areas, 16D nails at 12" o.c. staggered. f. Fireblocking of cornices of a two family dwelling is required at the line an intervening door between the adjacent levels, a smoke alarm balconies and arches shall have intermediate rails or ornamental b. Members greater than 9-1/4" In depth or multiple 3M members of dwelling unit separation. 2. operable windows that are provided with window fall prevention devices lazing adjacent to stairs, landings and ramps where the bottom exposed edge installed on the upper level shall suffice for the adjacent lower P of the glazing is less than 36 inches above the plane of the adjacent walking level provided that the lower level is less than one full story Proposed closures that do not allow passage of a sphere 4" or more in through bolt with 1/2 diameter machine bolts at 24 o.c. that comply with ASTM F 2090. PP staggered top & bottom, 1-1/2" from edges. Materials: surface of stairways, landings between flights of stairs and ramps shall be below the upper level. diameter. 2. Built-up beams or joists formed by a multiple of engineered lumber Except as provided in Section R602.8, Item 4, firebfocking shall consist 3. operable windows that are provided with wind considered to be a hazardous location.ow opening control devices 4. Smoke alarms shall be installed not less than 3 feet horizontally Addition a n d Exception. of 2 inch nominal lumber, or two thicknesses of 1 inch nominal lumber, that comply with section R312.2.2. from the door or opening of a bathroom that contains a bathtub members are to follow manufacture specifications P Y 9 The triangWor openings formed by the riser, tread and bottom rail 10. Glazing adjacent to the landing at the bottom of a stairway where the glazing or shower unless this would prevent placement of a smoke alarm of a guard at the open side of a stairwayare permitted to be of Cuffing of Beams,Joist and Rafters: or two thicknesses of 1 inch nominal lumber with broken lap joints, or » p one thickness of 23 32 inch wood structural oriels or one thickness of Section R312.2.2 (window opening control devices) is less than 36 inches above the landing and within a 60 inch horizontal arc less required by Section R314.3. Fie n OVat�O n such a size: that a sphere 6 cannot pass through. 1. Cutting of wood beams, joists and rafters shall be limited to cuts and bored / P less than 180 degrees from the bottom tread nosing shall be considered to be holes not deeper than 1/6 the depth of the member and shall not be 3/4 inch particleboard with joints backed by 3/4 inch particleboard, 1/2 Window ooening control devices shall comply with ASTM F 2090. a hazardous location. When more than one smoke alarm is required be installed within an located in the middle of 1/3 of the span. Notch depth of the ends at the inch gypsum board or 1/4 inch cement-based millboard. Batts or blankets The window opening control device, after operation to release the individual dwelling unit the alarm devices shallll be interconnected in member shall not exceed 1/4 the depth of the member. Holes bored or out control device allowing the window to fully open. shall not reduce the such a manner that the actuation of one alarm will activate all of the HABITABLE SPACE or minerial wool or lass fiber or other approved materials installed in such net clear opening area of the window unit to less than the area PLUMBING g nit. The alarm shall be clearly audible in For into joist shall not be closer than 2 inches to the tip or bottom of the g PP alarms in the individual dwelling u a manner as to be securely retained in place shall be permitted as an required by section R310.2.1. all bedrooms over background noise levels with all intervening doors closed. 1. All Habitable spaces shall conform to the following sections of the 2020 joists and the diameter of the hole shall not exceed 1/3 the depth of the acceptable fire block. Batts or blankets of mineral or glass fiber or other 1. All plumbing work to be installed in strict accordance with the 2020 9 Residential Code of NYS. joist. The tension side of beams, joists and rafters of 4 inches or greater Residential Code of NYS and local codes. Combination Detectors. nominal thickness shall not be notched, except at ends of members. approved nonrigid materials shall be permitted for compliance with the 10 Frank R303 ({fight, ventilation, and heating) P CLOTHES DRYER EXHAUST 2. All Soil Plumbing Lines which need to run Perpendicular to Floor Joists Combination smoke and carbon monoxide alarms shall be permitted Pipes in Stud bearing Nails or Shear Nails: foot horizontal fireblocking in walls constructed using parallel rows of studs to be used in lieu of smoke alarms. R304 (minimum room areas) 1. To be installed as per section M1502 of the 2020 Residential shall be located as close as possible to center joist span to maintain 1. Notches or bored holes to studs of bearing walls or partitions shall not be or staggered studs. Loose-fill insulation material shall not be used as a fire Code of NYS. structural integrity of !fists. Refer to the framing section of this sheet. Jennifer R305 (ceiling height) g y 1 Power Source. more than 1/3 the depth of the stud. block unless specifically tested in the form and manner intended for use to R306 (sanitation) 2. Clothes dryer exhaust system shall be discharged to the exterior. 3. Materials for water supply and distribution systems, per tables P2906.4, The required smoke alarms shall receive their Bridging and Blocking: demostrate its ability to remain in place and to retard the spread of fire q primary power from R307 (toilet, bath and shower spaces) P2906.5 and P2906.6 of the 2015 International Residential Code. the building wiring when such wiring is served from a commercial source, 1. There shall be not less than one line of bridging when using dimensional and hot asses. Exhaust duct size and material 9 9 9 9 International Residential Code. and when primary power is interrupted, shall receive power from a lumber in every eight feet of span in floor, attic and flat roof framing. Exhaust cucts shall have a smooth interior finish and be constructed 4. Materials for drains, waste. and vents, per tables P3002.1(1), P3002.2(2), battery. Wiring shall be permanent and without a disconnecting switch Lupinacci The bridging shall consist of not less than one b three inch lumber Fire Protection of Floors of metal having a minimum thickness of 28 gage. The duct shall 9 9 Y P3002.2 and P3002.3 of the 2020 Residential Code of NYS. other than those required for overcurrent protection. Smoke alarms FLASHING & CAULKING NOTES » be 4" nominal in diameter. q double nailed at each end or of equivalent metal bracing of equal rigidity. All floor assemblies are to be fire-reistance rated with a minimum of 1/2 5. All exterior hose bibbs are to be frost-proof type. shall be permitted to be battery operated when installed in buildings 1. Providingmetal flashing where framing lumber is in contact with soil or concrete. sum wall board, 5 8" wood structural panel or equivalent on the underside Length Limitation P 5920 Indian Neck Lane 9 9 2. Block solid at all bearing supports where adequate lateral support is not 9YP / P q without commercial power. of the floor framing member. Penetrations or openings for ducts, vents, The maximum length of a clothes dryer exhaust duct shall not exceed 6. In areas prone to flooding, drainage, waste and vent systems shall be Provide continuous hidden (blind) metal flashing where tops of roof intersect otherwise provided. Block all stud walls at maximum intervals of eight 99 Ye PeCOC11C, NY e skylights feet with minimum of 2 x solid material with tight joints. electrical outlets, lighting, devices, luminaires, wires, speakers, drainage, piping 35 ft. from the dryer location to the wall or roof termination. located and installed to prevent infiltration of floodwaters into the Carbon Monoxide Alarms. (Section 915 of the 2020 Fire Code of NYS) vertical wall surfaces. Provide metal step flashing around all chimneys, g 1 The maximum length of the duct shall be reduced 2.5 ft. for each systems and discharges from the systems into floodwaters. Carbon monoxide alarms shall be installed in the following locations: and where sides of roof intersect vertical wall surfaces. All metal flashingshall and similar openings or penetrations shall be permitted. 3. Provide blocking under all posts down to foundation, beam and/or column 45-degree bend and 5 ft. for each 90-degree bend. The maximum 7, In areas prone to flooding, vents shall be located at or above the 1. Carbon Monoxide are required on each level on which sleeping Jurisdiction : extend up vertically a minimum of 4" from the roof unless noted otherwise. with similar material. Exceptions: length of the exhaust duct does not include the transition duct. design flood elevation. spaces are located, within 15ft, of the sleeping area. 2. Flash, caulk and seal all junctions of new and existing roofs, walls and Plywood: 1. Floor assemblies located directly over a space protected by an automatic More than one carbon monoxide alarm shall be provided Town Of Southold sprinkler system in accordance with Section P2904, NFPA 13D, or other REQUIREMENTS FOR 8. All plumbing fixtures to be installed as per Chapter 27 of the 2020 where necessary to assure that no sleeping area on a story penetrations, to form a watertight assembly. 1. All plywood shall be Doug fir or equal. It shall be manufactured and P Ys P 9 Y P g y' graded in accordance with approved equivalent sprinkler system. MASONRY FIREPLACES Residential Code of NYS. is more than 15ft. away from a carbon monoxide alarm. Suffolk County U.S. Product Standard PS 1-83 for Construction and Industrial PI goal 9. Vents: 2. On any story where a fuel-fired appliances and equipment, x"' 2. Floor assemblies located directly over a crawl space not intended for PER 2020 Residential Code of NYS (table R1001.1) solid-fuel burning appliances and equipment, storage or fuel-fired appliances. Roof Extension (sect. P3103�) 2. Each plywood sheet shall bear the "APA" trademark. g PP Hearth Slab Thickness 4 min.thickness for hearth extension Open vent pipes that extend through a roof shall be terminated not less fireplaces or attached garages are located. HEATING, VENTILATION & COOLING 3. All end joints shall be staggered and shall butt along the center lines 3. Portions of floor assemblies shall be permitted to be unprotected where » InterconnectionofCarbonMonoxideAlarms&Detectors: Drawn By: of framingmembers. Hearth Extension 8' for fireplace opening less than 6 sq.ft. than 6 inches above the roof or 6 above the anticipated snow accumilotion, �,� Combustion Air e joists complying with the following: (each side of operl 12"for fireplace opening greater than or whichever is greater. Where a roof is to be used for assembly, as a When more than one carbon monoxide alarm or detector is required to M•P• ,'� I %, �0. 4. The face grain of the plywood shall be laid at right angles to the ) be installed within on individual dwelling unit or sleeping area, the �„� ty Soild Fuel 3.1 The aggregate area of the unprotected portions does not exceed 80 equal to 6 sq. ft. promenade, observation deck or sunbathing deck or for similar purposes, 9 p g o+ F• and trusses and parallel to the studs. alarm devices shall be interconnected in such a manner that the actuation Checked B ` b&, 0 Burning appliances shall be provided with combustion air in accordance with the " square feet per story. Hearth Extension 16"for fireplace opening less than 6 sq.ft. open vent pipes shall terminate not less than 7 feet above the roof. Y ki V t •, A' .A appliance manufacturers Installation instructions. Oil-fire appliances shall be 5. Nails shall be placed 3/8 minimum from the edge of the sheets. of one alarm will activate all of the alarms in the individual unit. V ►4 PP PP „ 3.2 Fireblocking in accordance with Section R302.11.1 installed along the (front of opening) 20 for fireplace opening greater than or M.A.M. ::��' � Frost Closure sect. P3103.2 J, t Z. be provided with combustion air in accordance with NFPA 31. The minimum nail penetration into framing members shall be 1 1/2 perimeter of the unprotected portion to seperate the unprotected equal to 6 sq. ft. � � The alarm shall be clearly audible in all bedrooms over background noise * ,,• _ for 8d nails and 1 3/8" for 10d nails. portion from the remainder of the floor assembly. Vent extensions through a roof or wall, shall be not less than 3 inches in levels with all intervening doors closed. ` '_ _ Ducts Firebox Dimensions 20"min.firebox depth Job No, i �- c- -� P diameter. An Increase in the size of the vent shall be made not less than 6 6. All floors and walls shall be nailed as per nailing schedule. Y r 312� Duct Insulatic� P 9 4. Wood floor assemblies usingdimension lumber or structural composite P Thickness of 8 where firebrick lining is used 1 foot inside the thermal envelope of the building. Equipment. 2052 F All supply ducts in unconditioned attics shall be insulated to a minimum of R-8 Partitions: lumber equal to or greater than 2-inch by 10-inch nominal dimension, Wall of Firebox F tip-V All other ducts shall be insulated to a minimum of R-6. 1. General: or other approved floor assemblies demonstrating equivalent fire Carbon Monoxide alarms shall o listed, labeled as complying with pP 9 q 10. For trap sizes, see table P3201.7 on plumbing riser diagram U12034 or CSA 6.19. Carbon Monoxide detectors shall be listed and 'j a. Provide solid blocking at 4'-O" o.c. between the joist and first interior performance. Distance from top 8"min. Sheet Title Duct Sealing parallel joist of all gable walls. of Opening to Throat labeled as complying with UL2075 and shall meet the sensitivity testing All ducts, air handlers and filter boxes shall be sealed. Joints and seams shall be Combustible Insulation Clearance DRYWALL NOTES and alarm thresholds of UL2034 or CSA 6.19. Carbon Monoxide alarms„ }b. Splices of the top and bottom portion of double top plates must be detectors and alarm control units shall be installed in accordance Genera' i made substantially airtight by means of fastners, welds, tapes, mastics, gasketing Combustible insulation shall be seperoted not less than 3 inches from Bathroom Walls&Ceilings: staggered a minimum of 24 . with the R.C.N.Y.S. and the manufacturers installation instructions. or other approved closure systems. recessed luminaires, fan motors and other heat-producing devices. ROOF VENTILATION Provide 1/2" mold & moisture resistant gypsum board by 'National Gypsum' c. Joints in top plate need not occur over studs. Power Source. Exceptions Gold Bond Brand XP (purple board) or equal to all walls and ceilings, " Building Code Duct Support „ d. La to fates at corners and intersections. Ventilation Required: including all bathroom walls and ceilings and an wet areas. All sum Carbon Monoxide afarms and detectors shall receive their primary oweir P P P Where heat-producing devices are listed for lesser clearances, g g y gypsum P Y P Metal ducts shall be supported by 1/2 with 18 gage metal straps or 12 gage P g Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly board shall receive one coat of toe and four coats of spackle minimum from the building wiring, where such wiring is served from a commercial galvanized wire at intervals not exceeding 10 feet or other approved methods. e. Plates shall not be less than 2 x nominal thickness. combustible insulation complying with the listing requirements shall be P P 9 g 9 Requirements to the underside of roof rafters shall have cross ventilation for each seperate space using Pro-Form Brand XP Ready Mix Joint Compound. All walls, ceilings, and source and shall be equipped with a battery backup system that Nonmetallic ducts shall be supported in accordance with the manufacturers f. Notching: Any stud in an exterior wall or bearing partition shall be separated in accordance with the conditions stipulated in the listing. b ventilating openings protected against the entrance or rain or snow. Ventilating ledges to receive tile or stone shall be set on 1 2" cement board. automaticallyprovides power from one or more batteries when primary permitted to be cut or notched to a depth not exceeding 25 percent its Y gP g t g / P P P y installation instructions. P P 9 P openings shall be provided with corrosion-resistant wire mesh, with 1/8" minimum to power is interrupted. Wiring shall be permanent and without a width. Studs in nonbearing partitions shall be permitted to be notched to 1/4* maximum openings. Garage Walls&Ceilings: P a depth not to exceed 40 percent of a single stud width. Refer to details / disconnecting switch other than those required for over current protection. Duct Se arafion » ' Ducts shall be installed with at least 4" separation from the earth except where p P g ATTIC ACCESS Provide one layer of 5/8 type-x gypsum wall board to all walls and ceilings P P for excessive notching studs. Minimum Area: of all garages and room enclosing heat producing equipment. Provide one Listings. Sheet Number : they meet the requirements for underground duct systems. An attic access shall be provided for an attic areas that exceed 30 square feet „ g. Drilling:Any stud shall be permitted to be bored or drilled, provided P y q The total net free ventilating area shall not be less than 1 per 150 of the area of layer of 1/2 type-x gypsum wall board at all interior house walls common Carbon monoxide alarms shall be listed in accordance with UL 2034. - Ducts located in garages and ducts penetrating the walls or ceilings seperating the that the diameter of the resulting hole is not more than 60 percent and have a vertical height of 30 the space ventilated. or more. The rough framed opening shall not to garages. Tape and 3 coats spackle for a level 3 finish. dwelling from the garage shall be constructed of a minmmim No. 26 gage sheet of the stud width, the edge of the hole is not more than 5/8 inch to be less than 22»x30» and shall be located in a hallway or other readily accessible Typical(all other spaces): Combination Alarms. metal or other approved material cnd shall not have opening into garage. the edge of the stud, and the hole is not located in the some section location. A 30» minimum obstructed headroom in the attic space shall be provided Vent Clearance: Combination carbon monoxide/smoke alarms shall be an acceptable NJ as a cut or notch. Studs located in exterior walls or bearing partitions at some point above the access opening. Where eave or cornice vents are installed, insulation a minimum of a 1' space shall be Provide 1/2 gypsum board to all walls & ceilings not otherwise noted alternative to carbon monoxide alarms. Combination carbon monoxide/' tM drilled over 40 percent and up to 60 percent shall be doubled with not above. All gypsum board shall receive one coat of tape and four coats U, more than two successive doubled studs bored. Refer to details for provided between the insulation and the roof sheathing at the location of the vent. of spackle minimum for a level 4 finish. smoke alarms shall be listed in accordance with UL 2034 and UL 217. excessive drilling of studs. Notes INSULATION SCHEDULE (thermal envelope) House Component (R) Value Insulation Insulation Moisture Air Barrier 13.Utility Room Containing Fuel-Burning Appliances. Where open combustion air ducts Exception: A duct air leaks a test shall not be required where ducts and Thickness Type Barrier Sealing Detail Remarks 9, Attic and Crawl Space Acces s Hatches and Doors. Access doors from --- g q ' g RVAT ION conditioned spaces to unconditioned spaces such as attics and crawl spaces provide combustion air to open combustion fuel-burning appliances, the appliances air handlers are located entirely within the building thermal envelope. ENERGY/ CO N S E d and insulated to a level equivalent to the insulation and combustion air opening shall be located outside the building thermal envelope Existing Floor system assembly existing to remain _ "eVIC shall be weatherstrippe q P 9 9 P '.,., r . � A written report of the results of the test shall be signed by the party (2'x8 floor joists >' BUILDING THERMAL ENVELOPE on the surrounding surfaces.Access shall be provided to all equipment that or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall 1 ) unless noted otherwise o n plan conducting the test and provided to the code official 1.These plans are designed to be in accordance with the 2020 prevents damaging or compressing the insulation.A wood-framed or be sealed and insulated in accordance with the envelope requirements of Table . to New Floor system assembly R-30c 8" Fiberglass Residential Code of NYS and the 2020 Energy Conservation equivalent baffle or retainer is required to be provided when loose-fill N1102.1.2,where the walls,floors and ceilings shall meet a minimum of the 19. Building framing cavities shall not be used as ducts or plenums. O for additions(2"x8"floor joists) Batts A Construction Code of NYS for a climate zone of 4A. insulation is installed,the purpose of which is to prevent the loose-fill basement wall R-value requirement.The door into the room shall be fully gasketed from spilling into the living space when the attic access is opened,and to and any water lines and ducts in the room insulated in accordance with Section 20. Mechanical System piping insulation shall be capable of carrying fluids above 105'F 2 New Floor system assembly R-35 5" Closed Cell 2.The interior design temperatures used for heating and cooling load provide a permanent means of maintaining the installed R-Value of the N1103.The combustion air duct shall be insulated where it passes through or below 55'F with a minimum of R-3 insulation. LL for garage conversion 7 per 1" Spray Foam E - calculations shall be a maximum of 72 F for heating and a minimum loose-fill insulation. the conditioned space to a minimum of R-8. 21,Mechanical Ventilation. The building shall be provided with ventilation that meets the --a �`" ^� of 75'F for cooling. requirements of Section M1507 of this code or the International Mechanical Code, c� za 10.Air Leakage. The building thermal envelope shall be constructed to limit 14.Recessed Lighting. Recessed luminaires installed in the building thermal envelope q shall be sealed to limit air leakage between conditioned and unconditioned spaces.All as applicable,or with other approved means of ventilation. Outdoor air intakes and 3.All materials, systems and equipment shall be installed in accordance with air leakage.The sealing methods between dissimilar materials shall allow PP PP recessed luminaires shall be IC-rated and labeled having an air leakage rate not exhausts shall have automatic or gravity dampers that close when the ventilation AA,rc i te ct the manufacturer's instructions and the 2Ci20 Residential Code of NYS for differential expansion and contraction. Refer to the air barrier and g Y P and the 2020 Energy Conservation Construction Code of NYS. insulation installation schedule. more than 2.0 cfm when tested in accordance with ASTM E 283 at a 1.57 psf system is not operating. Existing Exterior existing to re ma i n pressure differential.All recessed luminaires shall be sealed with a gasket or caulk Walls(2"x4") u n less noted otherwise on plan 21 Main Street Stony Brook NY 11790 4. Certificate: A permanent certificate shall be completed by the builder between the housing and the interior wall or ceiling covering. 22.Equipment Sizing. Heating and cooling equipment shall be sized in accordance with and posted on a wall in the space where the furnace is located, with ACCA Manual S based on building loads calculated in accordance with ACCA New Exterior t R-19.5Closed Cell P 11.Testing. The building or dwelling unit shall be tested and verified as having g N Walls(2"x4") 6.5 per inch 3" Spray Foam ALB phone. 631 686-6585 a utility room or an approved location inside the building. an air leakage rate of not exceeding three air changes per hour.Testing shall Manual J or other approved heating and cooling calculation methodologies. New or _ Where located on an electrical panel,the certificate shall not be conducted in accordance Res-Net/ICC 3801 with ASTM E 779 or ASTM 15.Programmable thermostat. The thermostat controlling the primary heating or cooling replacement heating and cooling equipment shall have an efficiency rating equal to space around exterior window/ fax. 631 686-6786 cover or obstruct the visibility of the circuit directory label, service required email. MMacrina@MMArchitectAIA.com The certificate shall list the E 1827 and reported at a pressure of 0.2 inches w.g. (50 Pascals).Where required system of the dwelling unit shall be capable of controlling the heating and cooling or greater than the minimum required by federal law for the geographic location door jambs @ disconnect label or other required labels. by the code official,testing shall be conducted by an approved third party.A system on a daily schedule to maintain different temperatures set points at different where the equipment is installed. predominant R-values of insulation installed in or on ceiling/roof,walls written report of the results of the test shall be signed by the party conducting times of the day.This thermostat shall include the capability to set back or Over exterior wall plate t R-r i Varies Closed Cell web. s are an iinstru instrument of foundation(slab, basement wall, crawl space wall and/or floor)and ducts P Insulation to be Quick-Shield 112 or approved the test and provided to the code official.Testing shall be performed at any time temporarily operate the system to maintain zone temperatures down to 55'F or up Manual J&S is required for any new or replaced heating or cooling equipment 6.5 per inch Spray Foam q g fenestration and the soar heat P P Y �� a ual with DC-315 thermal barrier coatis These plops ore an instrument of service and are the exclusive property of the architect. outside conditioned spaces; U-factors for f after creation of all penetrations of the building thermal envelope. to 85F.The thermostat shall initially be programmed by the manufacturer with a Infringements of the concepts and design ideas sin coefficient SHGC of fenestration, and the results from any required heating temperature set point no higher than 70'F and a cooling temperature set Existing Flat Ceiling existing to remai n presented on these drawings shall be prosecuted 9 ( ) 23_ Lighting. Not less than 75 percent of the lamps in permanently Installed li htin 2"x8"ceiling joists) to the fullest extent of the law. Copyright 2020: duct system and building envelope air leakage testing done on the During Testing: point no lower than7$'F. P P P Y fighting N ( g1 ) unless noted otherwise on plan Michael Mocrina Architect, pc. All rights reserved, building.Where there is more than one value for each component,the g g: fixtures shall be high-efficacy lamps or not less than 75 percent of the covering the largest area.The certificate 1. Exterior windows and doors,fireplace and stove doors shall be closed, but not 16 Duct Insulation. All supply ducts in unconditioned attics shall be insulated to a permanently installed lighting fixtures shall contain only high-efficacy lamps. New Flat Ceiling 5-1/2" no the part of the plans may en reproduced without certificate shall list the value g 9 pp y R-21 shall list the types and efficiencies of heating, cooling and service water sealed, beyond the intended weatherstripping or other infiltration control measures. [ (2'x8' ceiling joists) Batts required C expressed written consent of the architect. minimum of R-8. Exception:Low-voltage lighting. _ heating equpiment.Where a gas-fired unvented room heater, electric 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall New Vaulted Ceiling(2"x8"R.R.) R-21 5-1/2" Fiberglass required D furnace,or baseboard electric heater is installed in the residence,the be closed, but not sealed beyond intended infiltration control measures. 17.Duct Sealing. All ducts, air handlers and filter boxes shall be sealed.Joints and 0 Batts Drawing Status certificate shall list"gas-fired unvented room heater","electric furnace"or 3. Interiror doors,if installed at the time of the test,shall be open. seams shall be made substantially airtight by means of fastners,welds,tapes, U New Vaulted Ceiling R-30 g1� Fiberglass required "baseboard electric heater", as appropriate.An efficiency shall not be 4. Exterior door for continuous ventilation systems and heat recovery ventilators mastics, gasketing or other approved closure systems. Recommended Testing Agency: (2"xl0"R.R) Batts C,D listed for gas-fired unvented room heaters, electric furnaces or electric shall be closed and sealed. Integrity Home Energy Assessments: (631)325-4006 Fa�g_eCeiling2x10 g( " ") R-30 9' Fiber lass baseboard heaters. 5. Heating and cooling systems, if installed at the time of the test, shall be 18.Duct Testing. Ducts shall be pressure tested to determine air leakage by one of the Batts B w - 7, Insulation and Fenestration Requirement by Component. turned off. following methods: Issued Refer to insulation schedule. 6. Supply and return registers, if installed at the time of the test, shall be 1. Rough-in test.Total leakage shall be measured with a pressure differential of Window/ Door Type (U) Factor S.H.G.C. Remarks fully open. 0.1 inch w.g. across the system, including the manufacturer's air handler to 8. Eave Baffle. For air-permeable insulations in vented attics, a baffle shall L be installed adjacent to soffit and eave vents. Baffles shall maintain an 12 Fire laces.New wood-burning fireplaces shall have tight-fitting flue dampers enclosure if installed at the time of the test.All registers shall be taped or otherwise sealer during the test. O Double Hung Windows 0.30 0.30 Construction opening equal or greater than the size of the vent.The baffle shall or doors, and outdoor combustion air.Where using tight-fitting doors on extend over the top of the attic insulation.The baffle shall be permitted factory-built fireplaces listed and labeled in accordance with UL 127,the 2. of 0.1Postc nch w.g. lest:Total leakage shall in measured with a pressure differential Casement Windows 0.30 0.30 to be any solid material, doors shall be tested and listed for the fireplace.Where using tight-fitting of 0.1 inch w.g. aooss the entire system, including the manufacturer's air � handler enclosure-Registers shall be taped or otherwise sealed during the test. N Awning doors on masonry fireplaces,the doors shall be listed and labeled in g Windows 0.30 0.30 accordance with UL 907. 0 Hinged Doors 0.30 0.30 Dates : C Sliding Doors 0.30 0.30 TYPICAL INSULATION DETAILS 2/8/21 Issued for Construction Skylights N/A N/A 2/9/21 Rev. Exterior Wall Insulation 5/14/21 Issued for Construction Notes: 8/19/21 Issued for Construction - If Air Barrier Sealing is required, refer to air barrier& installation schedule below. typical exterior wall .':...k. typical siding insulation (see insulation schedule) ,<<! - See Typical Insulation Details, same sheet ;: plywood Garage typical siding ;` sheathing Attic Air Barrier and Insulation Installation Schedule Table N 1 102.4.1.1 402.4.1.1 first floor - ht a hod Component Air Barrier Criteria Insulation Installation Criteria r y V 9 I A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall not be used as a No. Date Description air barrier caulking i sealing material. air barrier caulking General Requirements The exterior thermal envelope contains a continuous air barrier. VV Breaks or joints in the air barrier shall be sealed. Project _ The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit shall be Proposed the insulation and any gaps in the air barrier sealed. aligned with air barrier. typical floor typical floor Ceiling/Attic Addition a n d Insulation insulation � ' Access openings, drop down stairs or knee w211 doors to (see insulation sch.) (see insulation sch.) air barrier caulking unconditioned attic spaces shall be sealed. grade Garage typical exterior wall The junction of the foundation sill plate shall Cavities within corners and headers of frame walls shall be Renovation be sealed. insulated b completely fillip the cavity with a material having' j insulation Y p Y 9 Y g ' (see insulation schedule) The junction of the top plate and the top of having a thermal resistance of R-3 per inch minimum. Walls exterior walls shall be sealed. For Exterior thermal envelope insulation for framed walls shall be Typical Addition Floor Garage Ceiling Knee walls shall be sealed. installed in substantial contact and continuous alignment with BM The junction of every stud,top plate&shoeplate to exterior sheathing the air barrier. Insulation D eta i l Insulation D eta i l shall be continuously sealed Frank & Windows, skylights The space between window/doorjambs and framing, and T A".A 'I-1/2" = 1 '-O" and doors skylights and framing shall be sealed. � Rim Joists Rim joists shall include the air barrier. Rim joists shall be insulated. Jennifer The air barrier shall be insulated at any Floor framing cavity insulation shall be installed to maintain l n(���l Floors exposed edge of insulation. permanent contact with the underside of subfloor decking, or oir including above garage and floor framing cavity insulation shall be permitted to be in contact o� cantilevered floors with the top side of sheathing, or continuous insulation installed 5920 Indian Neck Lane on the underside of floor framing;and extends from the bottom to baffle between rafters to provide the top of all perimeter floor framing members. I'econ lc, NY baffle between rafters to provide a min. of 1"of ventilation Exposed earth in unvented crawl spaces shall be Where provided instead of floor insulation, insulation oir�'�� a min. of 1"of ventilation typical garage Crawl space walls covered with a Class I vapor retarder with shall be permanentley attached to the crawl Jurisdiction conversion insulation overlapping joints taped. space walls. (see insulation schedule) ; Duct shafts, utility penetrations, and flue shafts opening Town of Southold closed cell spray new sleepers typical exterior wall Shafts, penetrations to exterior or unconditioned space shall be sealed. r..., foam insulation (see insulation schedule) Suffolk County rr' over top of plate , insulation Batts in narrow cavities shall be cut to fit,or narrow :• :_' :., typical flat ceiling closed cell spray < ' Narrow Cavities cavities shall be filled by insulation that on ' insulation foam insulation installation readily conforms to the available cavity :<.:; ;:,:•;> :::.>: (see insulation schedule) over top of plate >:; ' space. Y WTDrawn B �•,,�:.�.�",,..;;:<�.•. ' . :�,•::":` .:: `. � � M.P. A� air barrier caulking Garage Separation Air sealing shall be provided between the garage A r., .,. typical vaulted ceiling > <r: <:>,::-:<:< and conditioned spaces. :..;;r.,;.:..,;.:. t fireblocking Checked By: ` insulation .- y.., .. s"_,t.,, Recessed light fixtures installed in the building Recessed light fixtures installed in the building thermalj, see insulation schedule «;: ,,. :,.•r_; >;;> :;:•; ":: :•:v">^.v.v.,.>,:;r; <: :-s:-r;:;>....<': typical flat ceiling ( ) ;.•,. .:,.r,. " Recessed lighting M.A.M. .�,. }; ;.. thermal envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. insulation ;T , <::,: <:.:::_;<;. .:,s>Y; :•:r?r;::::.r:o.c•x see insulation schedule ;;;: !" ' . )( Batt insulation shall be cut neatly to fit around wiring and plumbing Job No. ! p 6 Plumbing and wiring in exterior walls, or insulation that on installation readily conforms 2, DLO �j� 1 `'0 to available space shall extend behind piping and wiring. 2052 O l�ai The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and re Shower/tub on exterior wall P Sheet Title `. tubs shall se erate them from the showers and tubs. tubs shall be insulated. r. The air barrier shall be installed behind electrical or communication Energy es < Electrical/phone box on continuously vented soffit existing boxes or air-sealed boxes shall be installed. slab exterior walls typical exterior wall typical siding HVAC register boots that penetrate building thermal envelope - Insulation S V h insulation typical exterior wall ;<:z continuously vented soffit HVAC register boots ■ (see insulation schedule) tYP : a. shall be sealed to the subfloor or drywall. insulation plywood sheathing (see insulation schedule) <' When required to be sealed, concealed fire sprinklers shall only be - Insulation Details `} typical siding Concealed Sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. Typical Addition Flat Ceiling Insulation Typical Addition Vaulted Ceiling Insulation , Typical Addition Floor Sheet Number : & Baffle Detail at Rafter Splay & Baffle Detail at Rafter Splay Sleeper Insulation Detail . p Y 1 -'I/2" = 1 '-O"' 1-1/2" _ '1 '-O'• 1-1/2" = 1 '-O" ' Y existing A/C unit to remain — - - � I proposed I bilco , door existing tile flooring top- #1proposed be removed down 1 landing 1 1 ed sub floor - - -- - - - -- ---- -- -- -- --- - -- -- ---- -- (� p� q� to s ' � - - � � heatelr to beemoverd III L- consult client if they - - - - n - ---- r - - Storage e---- — --- — — ----- — C---- —__-- -----_-- —_—_— — �.- _. IIII. want to reuse i _f-- ------ - - --- - 1_J r window#1 window#2 J new ga a e r� ro ed ' G R-- M Gl C r 1 n a existing the flooring to ;;; �; � , ; A� % A be removed down :i Y= ; " - - - - - a- Ition _ - - - -�- - -f- __________ to sub floor ;jjl '-{ A h i te Ij I� _rti I Existing -�.l_./_T_1 _ - - - ��� _z� -_=�I1 �'_-�_ _ ---- - - -,'-- - - - - - ed ■ ct _------- �, A ====]tlAl Existing,.' ! _1Y' --- -- I; exSpost t8 r I ---- ------------+ r--e------------------------------------------ I existing us beam o remain g' -! --- -- Clg Bedroom - -- - - ----------- L-- ----- -------- ----- ------- -------- - I Existing I ; B #3 ' Bathrm.; ,, R_ ____n ;�_ Existi , , � 21 Main Street StonyBrook NY 11790 pp - ---- - existing wood ex. steel column i114 \\ Bedroom #2 1 H existing floor to remain � 1 - ##11 ; - ; � to be removed ,, � existing wood H I�.I;f floor to remain temp. support Existing to #1 phone. Existing -- - g E�clsting - , ' ,. r ! ; ; ex. flush beam f i I -- --- a I I , I I I 1 D ern --------___-I; --- ------------- '______ _====-y.'; ` % --' i „�Ly� ts'-1" v ---� until new post TWO-Car Contractor to provide client with - ' on 86 6 85 ax 631 686 6786 Bedroom #1 I �,(�, ,ta, - H email. MMacrina@MMArchitectAIA.com 1 �C. j - F sung _; Clg. j remove and relocate ; ; is installed optional cost to remove existing @ _- boiler flue Existing ; Garage web. MMArchitectAlA.com floor to remain ' g - ' --- Bathrm. ! ! exlsting _ ! garage slab and excavate ---------- existing wood � � ,- -,_ , , down O I I I I II j - — ; j existing concrete slab 1 , G -- D ; -- - ;i` " footin for new crawl space and pour these Ions are an instrument of service and are _ Wing Ro - ;; ; ; _ ; to remain the exclusive property of the architect. existing ;; ---- -- I -� '\", ; \�,, ; ;� i4 i/ o� i i; — __= ---r�====____ - existing WOOd new 2" screed coat. Infringements of the conce is and design ideas vaulted clg. -----=----- D dt xisf !! i p g �. ' -- — floor to remain ; presented on these drawings shall be prosecuted I I 1i I , , II II ` - "1- --_f- 7- - - III -} - - K- t8'-1 " - - - r - to the fullest extent of the law. Copyright 2020: 77Z�7_IIIL�III ��1_T» _I_ZI_ _ _ _I_L 1111TL_l/////�IIZZ111"////// _ _ _ ha Architect, c A rightsreserved, Michael Macrina rchitec II 1 - - - - CI _________t no part of the plans may be reproduced without frf�t�Lz�r_r_ _rr�t g ,- �, '� I _ --------- existing , , „ the expressed written consent of the architect. ; existing G ; , D Hall existing wood ��-�,; l I i H L line represents proposed L i R floor to remain existing wood see � .�/ walls see floor Ian for I I floor to remain L-- ----- --J Ian H closet j j ex. ridge post to P Drawing Status existing ridge beam to remain - -- P in l H room dimensions) P - - - - t - - - -- -- _ -_ --- - - ;I zz _Ili? support ex. postbe removed e I 1 existing steel existing steel existing atticI' ll until new flush clg. col.to remain col.to remain stair to remain I ;I I ; hdr. is installed ----- -----... i__----ts_ — — — �i-i------------� beam to ; Existing ------ ---- existingtem Oran le suus ort st uctu eeabove ed r_-_---- - - I 1 _ P _ NOTE: Foyer ri prior to removal Issued for I I E '' Cut back existing C.J. I ' Existing air handler I II g NOTE: existing wood ! Existing ! !i to new wall for a vaulted I proposed 1 I I li I I floor to remain I, j i In attic to remain I Cut back existing C.J. I ; " i� patio#2 ------------ __ be o . Existing for new vaulted clg. I Kitchen ______ ' ' n and I Construction ' ii F____ __}J Lt____�---____� t se mg r u a d----, g I v ( ( I piaest c r Den structural plan and S existing wood n 'D' sht. A5.2 1 I I - floor to remain I W ) rv1�S section section 'F'sht.A5.2) j I ti existing the flooring to III f NOTE: 111 �+C be removed Sub fla0 down A DOOr#1 existing C.J. / :ii � r� , Cut back r w ---' ; to existing wall for ne ! H ----------- --- 1 1 I g I 7 -� exist ln __ I ----------- —�A_�_�---- vaulted clg. \ taller ceiling, (see ' ExistingI R C iii I I 1 , - - ---- Dates rf structural plan and j Living °' I " _ '�` — I _____-_ _ ___ __ _ ____ A 1 section B sht. A5.1) Q ��'� ��=_"---- ! _ _ _ - - - - - Room I ii A -____=- _ r===-_=_=== El2/8/21 Issued for Construction ' ! I existing wood - i ! - -____- --- v. Exterior Wall Insulation floor to remain ; G j 2/9/21 Re i A A A it 'III A existing � i , 5/14/21 Issued for Construction fireplace ' L________ _ _______ _ _ _ _ to remain _ _ _ 8/19/21 Issued for Construction 1, 1 I ' proposed addition#2 ' I proposed I proposed addition I ' landing ing ' � L - - - - _ -� No. Date Description L- - - _ - Project -�- - - - - - - - - - -�- - - r— Proposed I proposed First Floor Demo Plan Addition and � garage addition � I 1/4�� _ ' General Demolition Notes 01. Drawing Reference Notes Renovation plan north 1. Demolition work shall be done in strict conformance with local, state and (e II existing window/door/skylight to be For federal regulations, including all permits and utility cut-offs. L� removed r 2. The Contractor shall at all times provide protection against weather (� existing window/door to be removed and �l relocated see Ian (rain, wind, storms, frost or heat) so as to maintain all work, materials ( plan) Frank existing skyligh:: equipment and fixtures free from damages. Repair any damage to remove existing kitchen cabinets to remain of the Owner Client which is to remain in use, or that of an N existing property Y C and appliances e haust vent person, or persons on or off the site caused by the demolition work ( > to be removed without additional expense to the owner. remove existing plumbing fixtures Jennifer L�J and relocated existing chimney 3. Provide all necessary temporary supports as may be required to shore all remove existingwashing machine/dryer ■ r == N S N to remain existing structures prior to the installation of new structural elements E gL upinacci N existing and be required by the demolition work shown hereon. chimney refaced N nI to remain � existing electrical panels and generator ATS to remain and be _ 4. e An and all conditions not shown hereon and uncovered red i the i refaced - --_ - attention of the Architect immediately, r to action Neck Lane --- r- ' r, - - Y e n field s G remove existing framed walls as shown -�-'� � - � � �� - , �; � � brought to the el prior an a II T Ir I II ,, tlA x I II„r Ir; P--" I � 9 YY P Y ,- „, = involving same. 4 (see floor plans) Pecon c, anINY A 'll --J' 'I I; ,„ IV.. — — -- — — — — -- — — — — -- — — —,I _ _ A A 'A ,' T 5. All existing elements to remain, shall be protected during demolition. H 11 Ilxx lIT ex , fx S I'li I .1 " tl'II^li "' 'III "�'11 1...1„"'YYYI ;X' I I JII 1 'IY tll A I I III x xl I� I In tll' I ly l' li; �: _ 'I;i " - - -- - - - - - - _- - - 11 �11 existing ceiling foists to remain -- " 6. electrical equipment etc. in areas to be demolished Jurisdiction All existing ductwork e , J i I shall be protected and relocated as required according to field conditions. I� existing r �\ _--- - -x- -- _- � =t= A pgoof rafters to remain 7. Provide dust-tight partitions between areas where demolition Town of Southold fill in existingvents existing landing/deck to be removed completely � ex. vent � � work is being performed and areas which are finished or in use. including foundation and footing below rode as required for new to remain g g g addition (see fnd. plan) Suffolk County remove crawl space access panel Demo Right Side Elevation Specific Demolition Notes remove existing load bearing wall Drawn By : Demo Front Elevation temporarily support structure above 1/4" = 1 '-O" prior to removal M.P. 1. Remove all existing baseboard throughout entire home. v�Y. '� ► existing siding and sheathing to be removed down y M Checked B 2. Existing drywall to remain on all existing walls and ceilings. down to studs to prepare for new addition Y� �' existing 3. Existing wood flooring to remain. M.A.M. exhaust vent f=1 existing roofing to be removed down to sheathing to be removed existing 4. Existing insulation to remain unless in areas where required. and relocated exhaust vent Job No. to be removed j � existing vanity to be removed and relocated � i and relocated existing to new bathroom. (see floor plan) 2052 Nv^� chimney to remain - and be Legend Sheet Title N N refaced � existing garage door track and opener to be removed Existing To Be Removed --------------- - - - FQ existing skylight to remain Dem F oor Plans Existing Walls to Remain j I A B B �R remove existing dropped header Demo Elevations I I ;�I .II I q II '' - - - -- - - -- - - - - - - ----- --- - - --- - - - - e at ® s 1 N tea- IA _ a'' a.'t A_; ; _ i N ,T T "1 A�„ x Existing load bearing - n � -erin n-x II n rlrlrxxa,l,l-aa R a�l�� T/ // / J II 111 Ix Y II A I in III A II II I!IIA O IAYI XIIO i II lil IIIAII IIIAAAI IIII xN l !!Z////.. °" II A II„ "'A N x �� tttt' , ; L,AAA 11; 9 III LL,,„ S remove existing roof rafters to prepare for new pA All1 'NII pAA Itlp x11M III f II11 I I 1 IIIYX BItApN IIII xN/I „ window#2 window# X A N II N p tl b g l 1" I"Y I wall to be removed y� IIII A�tl, 11 A p 1 reverse gable \IL -' °'._ `_a --- =°'.�s" -- (temporarily support structure - -_ - ,I:II ;�------ --- - � - --�,, '-- -- �- --- -- _ --- -- - above prior to removal) T existing siding to remain J o r vent existing ex. vent ex. vent Area to be removed LO�J Sheet Number �77 to remain A/C unit to remain to remain Demo Rear Elevation Demo Left Side Elevation Area of new addition r-----`--� 1/4" = 1 '-O" 1 /4" = .1 '-O" A B contractor to maintain D a 36"xW" clear floor A5.1 A5.1 space in front of panels A5.2 `` ' t92'-11 a t68'-7" � f 24'-4" y 9'-3" 9'-3" S-103" S-103" 2'-0" ' „ 1„ , 1„ „ „ „ , 4 4 2-0 t5-11� t9 -0� 5'-10" 6-6 4'-6" 4'-6 t4'-0 t10-52" equal equal equal equal of post 2"thick random p of post of post pattern btuestone and bedrm. of windows, of windows of window of window pavers over of doors new bilco door and office and tub pack-out wall i � ' kitchen and and bathrm. concrete slab and foyer size'C' y for plumbing M island Alternate #2 by others for crawl space typical stud p g access pocket new see HVAC I CXW15 CXW15 hose bib r' a notes, same sheet ex.A/C new. CXW135 CXW135 temp. glass �� temp. glassI FIE a M -a c:- typical stud typical stud unit landing#1 new 2"x4" framed wall 1" �� � itE� ct pocket pocket vent at 16"oc i co _ g'-0" 32 fg51" 62" 6 new CX 15 Align Wall M 0 v ;� 2 hose bib stove CW14 e ress CXW15 Down XW W1 1, typical ❑ - through roof 5� � .°.,�, � � t ical stud g with ex. 3- ++ �J pocket A o seat 21 Main Street Stony Brook NY 11790 CXW135 CXW135 CXW135 temp. glass temp. glass egress Relocated Door#1 I egress egress 2 I y 10 -� / 24„ 6,-82„ - - - I d w. I I _ New 28"x80" atch ex. New i s "' - SIN _ `�' phone. 631 686-6585 sink N I saddle New window I iv �, New o New + o° fax. 631 686-6786 adjust base - I I __ ___- _ o Bedroom opening Den -H o typpical stud floor r x W.I.C. #1 I �` a 24 x80" cabinet depth to - - --.- -_ I o athrm. p g pocket 'S m W.I.C. Bathrm. #1 EF �ay� email. MMacri nag MMArchitectAIA.com clear door trim i ii i #4 `,�, rn� ex, �8, 1„ o, Toilet 1±18'-6" ile Floor M #L� I t8'-1 ' „ _ EP 8' Tile Floor Roo b existing post to web. MMArchitectAIA.com ex.Vlla Ited Clg. I i oo I Clg. ex. -H „ 3- azM remain locate linen t8'-1' (addition) match ex. " - window tight These plans are an instrument of service and are Th rume `r —r c �� existing I —� AT8 o 0 2 t5' S EF p to post the exclusive property of the architect. existing I patch wood (,a) _ + N CI g I IflOOrin I = o N existing g cL��� 1° v� Infringements of the concepts and design ideas �' I o'' _ ceilin fan � .` ',' x o 0 9 P 9 g I �� cl. to be resented on these drawings shall be prosecuted -,N _ 0 .3 a) EF g I \r �"`-�to be located - r ----ceiling fan o m � g 0o I i = > ❑ _ Ex.Wood Floor - , `, New ,�, determined S•D M o the fullest extent of the law. Copyright 2020: i I I I be located_ ao o new 18"I n '-�, �=1N i, , in center of r - E ,� 9 Cl.cl. �� �i , N +l �, `� r=1N In field Michael Macrina Architect, pc. All rights reserved, N N I i I x 30"tall all `� ,' i r ' �`� room Bedroom ��� in center of e ❑ _ : _ = no part of the plans may be reproduced without + D ,-�N linen o I 32 31„ `��r_ram' ceiling fan ;r, room �� = New Wood Floor cb0 18„ the expressed written consent of the architect 12 I 16„ M i ;� ,.�1```—�to be located #3 t8'-1" i pack-out this wall 2 CI c1. CO to match existing saddle �+ _ tT 21" I \" 36" t63 24+ 1„ 5 24 0+ (/ , in center of S.D. I for new pocket door 1 g S.D. 1 �n- _ New �� Down i i 5� "' `� ��� room 32" " 32, Ex.Wood Floor existing 32 +{ 31 —1N co o = o i^ _ --,cam 03 0 „ o hold _ o N v 5' existing i L_ i i �� seat A t13'-4" 15'-Oi 12'-4" �, '24" f6'-82„ ++ lamb 6„ - 0 3 0 2 �, VV.I.C. #2 * Drawing Status island I i o m r� 6" _ New Wood Floor o C > I - 30'x80" 30 x84' moo L i o SIN ex. attic stair New Wood Floor .-,�I o 24"x80 00 a,._ I - New shelves M to remain _________ +d' r o to match existing vent u through m (� o New i i °D a to match existing O P g 1111J ----- chimney x = I I I _� 32 0 -------„- C.M. x ---- o o : an ex,wood floor 1" (2)30 xc80 opening -- ---- SIN rrelocated Align Wall _ ex.floor new flooring to —,N cased o g 1`0 -- i ocket doors I I i S.D. M (see detail 3, -H o Kitchen i i " fT-112" S.D. p (HVAC duct) with ex. d S.D. match ex. I �� sht.A2.2 � c , C existing steel I I 31 o a, ii in ceiling Hall 1„ ) col.to remain o I v 1 I = 2 „ 00 �±C8'-1' > Align Wall -H of doors I Align Wall O t8'-1' 3�� t8'-1" N 2"thick random Issued for and foyer 4� 0 0 I I I 36"ref. 19 lg. with_ex.__ 30'x 80' = Y o _ o pre-fab gas overhang / _.- -.---- _ -- p g g p J_____L 1_ __ _L ___ N existing �� cb Lam'- with ex. + saddle = saddle �- n3 pattern btuestone o ` O _ _ ___ _ _ ____ _ �, new opening o '-, i CI - '�— Q(� height slo ed �� a, pavers over z • Construction fireplace to be selected - - - - 0, O,, ceiling ,� N a concrete slab ---`r----r�----- ---- i-r --- --- Ne o 11 hangin4�\Y--------------- �� z E - by others o o > installed and vented I I b o oc> I rod H - o o existing steel �r ao = ao x riN "' o through new chimney as o o re-fab asfi ace to relocated �., coat = I p g I TAlign col.to remain , D x C � linen x F = per manufacturer specs beboiler flue o o C3 i �,N I selected installed and I I new sloped ❑ closet � ❑ N B rm. ❑ o New sloped New vented through new I ceiling Cl) Bedroom #1 g up through , - 1 _ ! sin�F ceilin o _ #2 o I sloped I I g _ Patio #2 chimney as per v roof , I .-IN r IN c0 -H `- aT 28" 24" i manufacturer specs i i „ 3 21 3� �!❑ 1„ II 32 I Nevy10g0' I ro E i 32' 32" 2 II ceiling I o n o ±16-6 I t23-72 I 1" 1„ 51" Tile Floor „ I f42'-1 20" 61">�84" 20" t441" 42" f444" t5'-2" 6'-0 2 I i equal I equal `� n x i I I I I equal equal base m existing I I I I m ridge beam above see __ ___ _ i i i E _ E - g ( existin = ° E -IN = Dates -- a, wi I i roof plan)to be wrapped L i New i i i i NeW --�cv > "' co New I cabinets i )Down _I of �i i�' M I v = with wood trim to match , I i = rn o wood floor Great — C I I"' I Foyer Laundry o w automatic ,---------------- � = 2/8/21 Issued for Construction New N �I I Cn 3 I I,n decorative beams I new I F new I - I EF rY q �i of o I New Wood Floor o I I o i I skylight As.z skylight o i i N i = A5.2 r� , ° = ROOM ++ I shut-off ,� New Wood Floor \ 'i'� 2/9/21 Rev. Exterior Wall Insulation = Patio #1 i i°' i i Q' �_ i ROOM a� Vaulfied CI .-1N o o valve rn r-sN ,existing �i Lc to match existing I I= I above I above o I I Q _x I - to match existing . N - skylight MI I0 .�I , ++ I I I I a, new i '�' �' Tile Floor = I / \ 5/14/21 Issued for Construction I �I I I I I i �,I i m v, n1 ceiling fan ,`le- rIN Bove 0 0 0 o J Ex. Wood Floor L-_---J ca I I g 1 m `v 2"thick random) J L -- J "i iQ i i� align ceiling L- - 0 I I I existing +i to be located r/ ' \, ' ' �t272 gas , wall cabinets u- .. +i Down °�I I_a I o I I I wood floor dry sloped �� 8/19/21 Issued for Construction pattern btuestone 5„ I 16 ex.Vaulted Clg. I I New Vaulted Clg. I I in center of ❑ C15 shelves I ,' ceiling pavers over existing = D align new skylights I I room t8'-1" �� o / concrete slab o, with existing I I i Clg. "I by others ,= I I I I g New I C15 CXW15 \ I 1. I I existing � `L !, cl. +I CXW15 set new window tight typical stud Z I Bedroom g -H „ „ to exterior = m to exi5tir► rough I openir�g ambg I I er pocket 0 , #2 32 ;; new o 1„ I 36 x84 192" new — 8 45 f11'-52" °O / 24„ hose patch ex. ±17" i I t18'-92 I r.o. hose Q T I 31" ',1s bib I I i i bib � �, align � �` � MOLD) window � cased existing- I floor - ----- fireplace � � ` CW151 I New align opening `o o temp. LI to remain CX1 CX15 " I = CXW15 CXW15 P I Down Mudroom 36"tall floor = saddle t44" o 3 I 31 32' egress egress = o �, E N N m 5° handrail t0 _ " �o ,, 14 8' S" 142' �, temp. glass o = " tD`� 1 � E typical stud E M n No. Date Description N-J „ w Q o aEi i 2" Tile Floor code m 2 2., 1 "' 3� 3 = A5.2 pocket A5.2 13'-0 24" 6'-2" 42 24" 70 " o M I _ N 3 t v of post and 31 -, panel SP5 MN Project _ � � � AFD1608PALR patch ex. _ t8'-1' 0 e P p I Down window -- _1� = c AS., C skylight 5, opening 3 �, c ❑ Cl9 m temp.gl. p g Proposed A New o h w 3o A5.1 Bathrm.#3 = match ex. n 6'-0" A5.1 = 42J" 42i" O 3 N t? N .-.. f r IN new o �' QE „ 15" 47» '`' _I landing#3 Addition and I S-6" 9'-6" ' o 32"tall „ o new o 0 0 of tloor `' F -i wall 19 (D N a landing#2 b E-series .- co o` a�o o EF - �= o �- - t. - - enova Ion y coatll 3o w ca step o cl + ,r, AFD13070AR � ' Q a, _ S = �01 panelSP5 " ---- - hJ Dn. 5" �,;" N temp. gl. _ v�Tr77_ 2" thick random - step pattern Bluestone For hose new o- �M M 31" -__ _ ,`" p , 6 2"thick random pavers over bib --12'-82" 3'-32" 5'-2" 3`-6'� 14'-52" I pattern Bluestone concrete slab L i A2.2 concrete slab rs over by others I---�R��19- --a new 30"x80"3/4 hr. by others Frank V�steps above -��--__-_ _J fire rafter door with self - closer to be selected (see sheet A2.2 I I - 0 0 I------- --I o io I for specs) L-- - J exact quantity of Liftmaster 8500 -°a N o Jennifer m o risers to be wall mount garage a, frame wall from determined in field door opener M top of sill plate to a, D underside of stair Q A5.2 Lupinacci 8 with fireblocking m �, o = above wall between L o 0 _0 > stringers to code o o 0 5920 Indian Neck Lane o o 0 0 I - o I of doors of post and window of window of window window o - m exterior wall and door Peconlc, NY a� •, 0o m > a) and foyer �, Garage Drywall Note New a� aa) x a� „ , 1„ 18 t 8 f 20" f 52" 24 „ Two-Car N 6'-0" 6-0 6 -3- 6-3 24 Install one layer of 5/8 type-x gypsum a, 4 Jurisdiction a v wallboard to all walls and ceiling Garage oin garage. Tape & 3 coats spackle 0 12'-0" t12'-62" t3'-12" t24'-4" Z, (addition) Town of Southold I Suffolk County NOTE Window & Exterior Door note HVAC NOTE 1„ 1 of window 3� 32 new driveway and gable - 39'-5" �� g by others I All new windows are to be 'Andersen'400 series All newly added spaces are to utilize existing Drawn By : See sheet A2.2 for floor plan air handler. Contractor to modify existing � foundation wall below ; A2.2 Gable Window All new exterior doors are to be Andersen E series M.P. 1( -- --- ---- -- — - CN12 ductwork to each new room. Locate one _ legend key notes and floor •� - stationary • Exterior colors to be white register in each new room and two in f� CXW15 CXW15 CXW15 ��N Checked By: (black) plan details. • Lo E glass Bedroom#1 and Great Room. Contractor to a •1i Proposed First Floor Plan • Insect screens install a new hot water coil for heat. Plumber M.A.M. ass to run supply and return line from existing of windows and garage • Hardware color and style to be selected boiler up to existing air handler in attic. Job No. u- -- 20'-0" 20'-0" 1 ��' /4" = 1 •-O•' • 7/8"full divided lite grilles 2052 plan north Alternate #2 -- 40-0 Sheet Title (garage addition) FLOORING NOTE NOTE Contractor to provide client with optional cost to add a second HVAC zone to match First Flo Plan SEPTIC SYSTEM NOTE existing 'Carrier' equipment, sized to supply A See sheet A3.0 for dimensions Great Room, Kitchen, Foyer, Mudroom and Existing wood flooring to remain and patched This home has recieved approval for up to 4 New Bathroom#3. y A5.1 of landings and patios. - throughout at all removed walls and at any g p bedrooms as per S.C.D.H.S. Permit existing tile floor areas. Sanded, stained and 8-50-144 dated 5/17/79. sealed with (2) coats of polyurethane sealer. Existing home has 3 bedrooms plus one proposed bedroom for a total of 4 bedrooms. NOTE Sheet Number See sheet A3.2 for all structure information. 2ol PLAN KEY NOTES f of Custom Shower with: New stair to be oak treads �J -Custom tempered glass enclosure. Y; with painted poplar risers. -Tile over thinset mortar over Schluter-Kerdi DS waterproofing membrane over Handrail to be oak. Handrail thin set mortar over Schluter-Kerdi pre-sloped shower tray over and treads to be sanded stained thinset mortar over plywood subfloor to be installed by manufactures specs A and sealed with (2) coats of or other approved waterproof pan system polyurethane sealer (9"treads (see detail same sheet) A5.1 plus nosing). Riser height to be -triple 2"x4"curb M i determined in field (8)/4" max. -Secure the water supply riser from the shower riser height) valve to the shower head to the permanent structure. -Shower to be equipped w/pressure balance control valves. M -a 40'-0" -Surround to be the over 1/2"cement bd. �' n -a Shower seat 16"x16" (where shown on plans) 5'-0" 30'-0" 5'-0" Arch itek. ct Free Standing Bathtub: -36"x72"tub to be selected 21 Main Street Stony Brook NY 11790 IV � (5)14"deep wood shelves to be painted r� - ------ L=-I hone. 631 686-6585 —8'-5 " 8'-5�" _; space shelves equally P fax. 631 686-6786 31 „ 1�� (1) 14"deep shelf set 68"above finished floor 2 32 '—� and metal rod set 2"below shelf email. MMacrinaCc�MMArchitectAlA.com 3'-84" 8'-14" 4' 7" web. MMArchitectAIA.com 84"wide x 24"des x 36"tall vanity with 1"filler each side These plans are on instrument of service and are Plate Height of window of wind Plate Height p y amd tolls Dormer Wall counter top to be selected by owner the exclusive property of the architect. 34/2'A.S.F. 20!X32" - 34Y2'A.S.F. Infringements of the concepts and design ideas and wall Plate Height presented on these drawings shall be prosecuted talk wall -- g _ --;C12 ;,,� � T-10"A.S.F � Bathtub to be selected with: to the fullest extent of the low. Copyright 2020: l_I Michael Macrina Architect, pc. All rights reserved, TIN CXW15 r �N temp._gL__ _ __ + 1N 30"x60"tub to be selected ,n ,.� no part of the plans may be reproduced without T-- � -Curtain Rod the expressed written consent of the architect. 36"tall /�//J//J/// /l J' -Secure the water supply riser from seat 1 0 - -- . handrail the shower valve to the shower head 31„ 31" EF ) 31„ `" to code 31„ to the permanent structure. Drawing Status 5'-0"knee wall 6'-10 6" 6'-0" 2 42" 2 g�_2�� 2" 5' 0"knee wall -Shower to be equipped w/ " New - pressure balance control valves. F 4'-81" + A BBthrmi.#4 �� �� i 4'-g1 _ -Surround to be the over 1/2"cement bd. 2 T10"CI N + + + + + 2 + I sloped + + + r " + + a' 48"wide x 24"deep x 36"tall vanity with 1"filler each side p + + I --I-T �'N + contractor sh�lllconsult o, counter to Issued for ceiling + + �+N + + p to be selected by owner + + In saddle+ + oo Ln I + + + X i + with owner if a wall/door I sloped o LO i + + + + b + + dr an open railirlg Is preferred J ceiling Ln H 30"wide x 24"deep x 36"tall vanity with 1"filler each side ■ r ' ' M Construction o i + + + + + + + + + o counter top to be selected by owner a X �+ + + + + + + + + + X a U 11 1 � + � � I I + + I I I I o - + I + did a board abdve see roof lan� + + + + 0 o o I I -- ---------+-�--------+-i-g-------4-4—————p--_ ----_--__--_+---__-__- -- -__--_!____________ I lil 36"wide x 24"deep x 36"tall vanity with 1"filler each side counter top to be selected by owner Lo 39-5' + + + + + + LO 3 + + i + i ii + + + + + 1" 32 X + + + + + o + + bi + + + X U + + + + + I + r(see collar Pies above----', + i+ + + i U ,�ceip g� sr�c. plan) + + (�-slo ed FLOOR PLAN LEGEND p + + + + + + + + + I ceiling Dates L J L J L J L J L J L J L J + Nevv 2/8/21 Issued for Construction + STRUCTURAL POST Dormer Wall + 2/9/21 Rev. Exterior Wall Insulation 5'-0' knee wall + New Waulted Clg. Recreation + min.(2)2x4 unless noted Plate Height 1 5'-0"knee wall 3 illRoom 7'-10"A.S.F. 32 otherwise on plans 5/14/21 Issued for Construction 5-0 29-5 5-0 1 NEW FRAMED WALLS 8/19/21 Issued for Construction �l�zfliflzi zz" , . . irriiiirriz -� TALLER/LOWER WALL 'xr or r/G" (refer to sections) CXW15 CXW15 CXW15 CXW15 CXW15 egress egress egress egress egress Plate Height Plate Height ABOVE SUBFLOOR A.S.F. 34Y2'A.S.F. 34Y2'A.S.F. of windows SOFFIT / WALL CABINET and dormer ABOVE ABOVE 15'-0" 15'-0" TECO = INSTALL SIMPSON STRONG No. Date Description 5'-0" 30'-0" 5'-0" TIE JOIST HANGER EXHAUST FAN EF Project 40'-0" (min. 100 cfm to be vented to exterior) foundation below - _J Proposed A Addition and garage door A5.1 NOTES Renovation 2 6 /' weather stripping 1. See sheet G-2 for insulation specifications. ; F---1/2"x2"'Azek'trim Proposed Second Floor Plan 2. Install all smoke detectors throughout home For y" 1/4" = 1 •-O•• as required by the 2020 RCNYS, sect. R314 and Y4"overlap plan north noted on sheet G-1. Q� door opening 3. Install all carbon monoxide detectors throughout Frank & home as required by the 2020 RCNYS and plywood sheathing ` '�� 1Y2 � 5/4"x6" 'Azek'jamb i/ shim to be ripped to size noted on Sheet G-1. space (overlap trim 1l4") Jennifer . . . I L upinaccill 1/4"reveal INTERIOR DOORS typical siding 5/4"x4"'Azek'casing 5920 Indian Neck Lane Typical Garage All interior doors are to be 1Y8" solid core paint grade (MDF or masonite) Peconic, NY with Y4"jambs, 3 hinges per door(radius corners). Exact door design and Door Jamb Detail hinge finish to be selected by client. Jurisdiction 3•• = 1 •-O•• INTERIOR TRIM Exterior Caulking (typ.) Town of Southold Contractor to price for 1"x4" flat pine window and door casing. Window to have a 1"x stool with 1"x4" apron. Stool to extend 1" past front and side cut x 4" Exterior Trim Board Suffolk County p p cut to size of casing with a miter return into wall. No exposed cut ends. Base moulding to be g/6' x 5 Y2" flat pine. All trim to be prepped, sanded, Exterior Typical Exterior Sheathing Install Schluter-Kerdi DS waterproofing g p p pp Drawn B membrane on all three sides of curb primed with (2)coats semi-gloss paint. Color to be selected. Side Cover window flange with y A� Schluter Kerdi-Line linear drain assembly soft flashing M.P. drain cover to be selected by owner Schluter-Kerdi Kers-B preformed, seamless Checked By: a �� Install Schluter-Kerdi DS waterproofing — — — — — — corners as required for membrane flashing around drain flange i i structural post M.A.M. wall to floor intersections � - ` 5/8"cement board Porcelain tile over thinset mortar over � stone cap Job No. �s- at all shower walls -Schluter-Kerdi DS waterproofing membrane over � 5 � � 2052 � N`f, � 1/2" G Board 1"x4' Pine casing to be -thin set mortar over -- - - yp g unless noted _ = (typical) primed and painted Install Schluter-Kerdi DS -Schluter-Kerdi pre-sloped shower tray over (yp ) otherwise on plan - Wraip structure with waterproofing membrane -thinset mortar over / soft flashing prior to Sheet Title - p q 1/4" reveal on walls to ceiling -plywood subfloor Y >2 <4 - Y (typical) N N window installation _ _ 7 pine extension jamb ��C� ���Or catch screen 2 4 Saddle to be Door primed and painted = I primed and painted 'I selected Max. slope of 1:2 1 to b p e I_ n nnn >2 <4 � � Shim Space Tile Fir. o SubFlr. line of stool below { }rr } --> �7r-,>' �} >� - 3>, ? r > E> '- Finished Fir. > r r r w 1„ ,.,::::-.......::._,.;::::;..�:..•, :,_ Drywall _.. ::,:.:_.:..:,-.:::....gin=.;;���:;;:_... __ .. _ Install Schluter-Kerdi-Band corners '° _ t riot in thinset at wall to floor base as per mud base _ -- - / n e Side 1"x6" Pine Flat Trim Board 3/4"plywood subfloor i<ti` ` }}�, }E} Rough Opening ripped to size, to be rimed and painted manufacturer's specifications �� --` ' pp P p L Blocking (see plan) Typ. Door Jamb From Typical shower an & curb detail Saddle Transition Detail T . Cased O enin Dtl. Perpendicular Wall Typical Stud Pocket Detail Sheet Number : yp p yp p g 3" = 1 .-O" 3" = 1 .-O" 3" = 1 .-O" 3" = 1 '-O" 16'-0" ±56 -3 1±12'-4" new patio " ±41'-5" i V-0 ±3'-10"--±3'-4"—, 5-10 ±4-O "—� ' " center with new door above N1, V center i ith window above Top of Wall 7 ma ntain 4"above A3.1 /A /B' 8" finished grader ——— ——— ———- 91 (verifyin field) /D Mi � h ;a T 11 i __ &/- _j A5.2 5 104 C4 00 21 154 ----------------------------- c: r r I -H c,4 rl--_ ---————— —————— pressure I 1 -4, 1 A/C unit 10 New --------1 11 treated 11 ' Lr Archito 1 above i I I I r--------------- - 3 3 stair I y UIGN Unexcavated 00 new crawl L------ (s avated') AL GN 21 Main Street Stony Brook NY ------ --- _�Lvent ace vent (see note'unexc .0 r ---N�7------------- ----------- ------- space ex. ---------------J L L ex.vent t L---\_ _J pin new wall Existing to existing Unexcavated TO phone. 631 686-6585 I ---------------------------------- ------------- - ------ each side -H --------- --Ji (D flush b I (see detail) fax. 631686-6786 approximate location of ex.waste line 0 0 > �:;_�_ -10" existing > > earn pin new w house trap 0 pin new wall-/�: 14' r --±23'-O" all to exi New Crawl Space c1g. height email. MlVlacrina(-�pMMArchitectAl) to existing U_ cu LL M -0 sfing/ -H Top of Wall AWXI L ----------------------- web. MMArchitectAIA.com 00 LL: ___.j (see detail) Co- I r . (see detail) X M cc Align with ex.1V 11 00 �: ?< = 3: L ———— ——————— These plans are an instrument of service 04 %0 ?: N the exclusive property of the architect. .1 —4) R?� new F2Tfx_8" existing 2"x8" F.J. 3: C: —0) new 2"x8" F.J. V) L6 Infringements of the concepts and design - C at 16"oc low header (2)2"x4"P.T. existing �3 -H C CD r CD a) patch ex a) 0< 00 presented on these drawings shall be pro crawl space '0 (4'length)seat (2)2"x4"P.T. jack ng CL C"! pin new wall to the fullest extent of the low. Copyrigh C C X a) C -H access on ex. sill plate floor opening fill in existing garage door I I to existing -H Michael Macrina Architect, pc. All rights r jack L8 cA no part of the plans may be reproduced -±9'-4" = b opening with 8"thick poured (see det 04 ±4'-6" saw cut existing p.c. slab �4 2 concrete wall from existing the expressed written consent of the arc o, , , I , ( , , for new p.c. haunch slab 2.2c foundation below to match height (center on saw cut existing in C1J co L)centered under new wall OT existing foundation wall ....... new steps) foundation wall I '�� �: - a) F-- above(see detail) a) a) > Cn —————————————————— 0 1 1 — 6 Existing for new opening > 0 a) Drawing Status -0 _ia————————————————— 0 _1 0'—ON C14 Crawl Space 1, 7_ (0 0a, _1101 / e�Z\10 exi�tin low b I I r--- r—IJ( r-----(�7 1 31 0 1 1 existing (mam ... ------ ----- z I J L---- I I L..---J r-----i pier I I : I I 1 1 6 1>0 existing L———— L———— r——————————————————--- —- pier existing Existing HWH bo I= Issued foi relocate boiler ?< LL: M I i I — new(3)2"x8" -----x 1 31� 1 Crawl Space flue up through pin new E I -H 00 new chase dashed line indicates 8. flush beam under a) 3r. C: 4 -structii X fireplace to be centered to existing ex. new framed wall above C) walls above Coll 1 I (see detail) C4 well (see floor plan) I ' _17— in great room and ridge �I ?: tank _±23'-O" 9-4"— above (see floor plan) 2 17 existing 2"x8" F.J. ±4'101, 1 0 CO too -I I , 1, 1 1 0 Lri 00 40- C g. X 00 CD 0< ±3'-5" -'�I (R) a) t Q.tm =O. 0 existing C: CO 'C14 '_ 0 L_ CIg. r--- e"�o� "'.0 W ID r---. I r---. r, ---e r— C14 2;6 � W Existing -H e I , I I I I New 11 am Cl- existing e, existing lo be E E—-—-—- D Unexcavated Unexcavated 0 0 -—-—-— 04.0 3 �? 1 11 C4 ?<* L---- L---- E new(3)2"x L---- q W t5 (see note'unexcavated') CL Dates 0 existing existing _J flush beam under N CO existing p.c. slab LO .0 cn to remain pier pier _00 walls above 0) G) > W > 0 , -H 0 1 2/8/21 Issued for Constructio A& New ±20'-O" Unexcavated 2/9/21 Rev. Exterior Wall Ins (see note'unexcavated') 1 ±18'-4" ±22-42 —±7'-5" —±15'-4" ±4'-5�" ±28"— `�existing p.c. existing- 11 P-1 1 5/14/21 Issued for Constructio E I 1_�pin new wall M I foundation wall footing 11 (D 01 -i > to existing 1 8/19/21 Issued for Constructio .0 saw cut existing . a to remain 16"x8" U_ .0 G fill in existing vent new crawl foundation wall oo - M I I (see detail) �2 ex. ex. ex. =X I I I space vent 4--1 with p.c.and pin toor new crawl C*_J ?< M ---------------------- oil oil oil centered w. new 2"x8"F.J.FJspace access tm N ?: C I existing wall each 'I tank tank tank window above at 16"oc r pin new wall R=A& I fill in existing vent to align with ex. I ----- - to existing a) ————————— side(see detail) X J 3 3 existing I I each side EO (D 77 F X co (6'length) ---------- (see detail) C existing- foundation wall I 1 11 11 existing wall each n I saw cut existi with p.c.and pin to si pier for new crawl seat on ex. -H ALIGN space access Cravd Spac +_J L---------- --------------- -----------i q New side(see detail) sill plate I —————————— 7__ 11 �__(------------- D ±4'-1 0"c1g. 7— A5.2 -—------- -------- Ir -- ----- 31 t_r------- 8 J�, r----------------i I j -, r--- * ex.vent T . — . . . 1 1 No. Date Description 1�5'-4" ---6_0" ±44---1- 1�4±6' 1 T 4-41 C: .0 E z 1w ( Top of Wall L--------------- Align with ex. _%;2 new---f. ------------ Project galv. metal ___7---------- co vent well 16"x8" -- ---- ------- ------- > > 0 vent I C> 'D New 00 r-- C 1 I I A 'M : I LL - rn>� C) 'A5.1 A5.1 C' New 00 Proposed Crawl c—" L ----------- ----- to 2e T bo 76 Ibo_ffi 0 W C1 I Unexcav;ited I I I 00 galv. metal I Space 0 C: 8. ----------- J(3 (see no Cq C: = 0 vent well R(D a) C\1 te'unexcavated') Addition and _'D ±3'-5" -0 _15 1 C r_ - 0) 1 - c1g. :3 M Cn I Icb) -to I (�D --' __/'---------- 2 match ex. I-- New Renovation 8_J_ 11) 1' U n xcavated L---------- ---------------- -- L P I —_ 1 11 (see te'unexcavated')1 19'-8" XI j -------------- L------------------------- --------------- L------- -- _J I �)3 LO 8", 8' For ----------------------------------------I------------ ------1 . 2 r------------------------- - ----------- —10'-8" 00 _00 Top of Wall down 18" M--, Top of Wall\-FAlign with ex. W1 Frank & 21� 11 pg)e C=) -12'-Oop ±12'-6�- ±24'-4" _10,-O" 1 11 -1 ±372 M UNEXCAVATED FOR C14 new patio Jennifer GARAGE SLAB of this foundation to be O!L Top of Wall 4"Thick Poured Concrete Slab(3,500 psi—) if, Top of Wall �center of new foyer above L u i n acc i I contractor to verify exact I i \4y down 18" w/6x6#10 Welded Wire Mesh Lapped down 18" location in field min.of one full mesh&wired 5920 Indian Neck Lane 1.0 together at 48"oc over 4"thick base '60 10 2b -1 course consisting of clean sand, pitch slab - it I I �2 I I lo E 17) Peconic, NY gravel, or crushed stone. 2 2 Pitch Slab Toward Doors 2 a min. of 1/8"per foot. Jurisdiction (slab area approx.683 s.f.) UTILITY SERVICE NOTE FOUNDATION PLAN LEGEND Town of Southold General Contractor Shall Suffolk County 8 80P STRUCTURAL POST 38'-B" Locate & Stake Out All min. (2)2x6 unless noted Exist Utilities Prior to otherwise on plans Top of Wall Any Excavation. The Utilities Drawn By: Align with ex. 0 " TECO = INSTALL SIMPSON STRONG IL L L ----- ------------- 00 Shown on Plan are TIE JOIST HANGER M.P. 4_ 4. ------- --------------------------------------- -------------------\-� 17 t- Approximate Locations Only. • 7 Checked By: L-------------------------- ---------------------------------------------- -------------------------------- New Foundation Wall On Footing 777777 M.A.M. NOTE --------------- Job No. Lower Top of Wall --------------- 2052 14 (see plan) F N 40'-0"— Proposed Foundation Plan New crawl space --------------- mosmon� 1/.4" -1 .-O.v vents to be installed ------OR------ Sheet Title AA plan north I as per code. Foundation Pla A5.1 Existing foundation wall --------------- NOTE --------------- I New Poured Concrete See sheet AM for Footing 99 foundation plan details, Detail Symbol Ak— _.Ak Sheet Number : • legend and notes. Required Hold Down 2 2 Location(see detail) ?14 ------- ----- --------- --- AL 1 74,1 T n, -0 0 x H /0 0 0 E 0 (1)2"x6"treated sill plate l sill seal insulation new framed wall coated copper . (see floor plan) I termite shield top of wall • t I' align with anchor bolts existing . new sleepers to (see detail) I l aE new insulation new vapor barrier I align with existing ii ao ' l see schedule over slab see structural Ian (see plan) °b�.. , .'� J1 '" � KA i C ( ) I ( plan) slab on grades Solid Corner Post ' h -*a ED� I all SIMPSON' o *,a c:2-16d Common STHD14 . o �' ncoa nails © 6" o.c. „ ` 1:4111— _I, 8"thick Poured Concrete o,.. Foundation - J Architoct a . - -v- - - -._. .. -- �: dation Wall °. e Ltd BlockingCID 21 Main Street Stony Brook NY 11790 @ Endwall provide 2"x4"key existing p.c slab l ° .d existing p.c slab ° hone. 631 686-6585 o0 new �¢:. compacted P a p.c. slab ��:�. . �- ONE #4 clean fill _ ,,..:. fax. 631 686-6786 Zk° "�' REBAR ° email. MMacrina@MMArchitectAIA.com d (2)#4 Rebar _ o0 web. MMArchitectAIA.com haunch slab e 0. N These plans are an instrument of service and are 16' 3 p(� ��. 4" - it - lillip=111111FE911a the exclusive property of the architect. M Infringements of the concepts and design ideas 16" 4'-0' �O presented e t othefu drawings w s fullest extentofthelow. Copy shall be ight prosecuted2020• Michael Mocrina Architect, pc. All rights reserved, center haunch slab on new Typical i ca I Garage no part of the plans may be reproduced without framed wall above H o l d d own Detail. the expressed written consent of the architect. Foundation Wall Typical Haunch Slab Detail not to Spa l eDrawing Status Top of ll F'-0") IssuedforWa ll(0'-0") 6'-0" o.c. 6" min. P • Finish Grade To of Slab Uol •L Lion 12 max. Sill Plate to match existing iwi TYPICAL TYPICAL X a� SPACING CORNERS Coated Copper i✓ E Termite Shield tO N Sill Seal Insulation Haunch Slab 'Simpson' BPS%-3 • Anchor Bolts 0.rl ` rrr Found'n Wall hot-dipped galy. (see Anchor Bolt MI.) l I 00'E Dates 3"sq.Washers& ll . End Nut Setup Jj ' Slab Edge 2/8/21 Issued for Construction 8"thick Poured Concrete FI,, g e Detail i I 2/9/21 Rev. Exterior Wall Insulation Foundation Wall Z sill plate to match existing - : o°O' 3/4" _ '1 '-O" CRAWL SPACE FLOOR 5/14/21 Issued for Construction a E E waterproofing offing IS ` 8/19/21 Issued for Construction 5/8"dia.Anchor Bolts '� 0 grade 2 Screed Coat over 6 mil. Provide 2"x4"Ivey polythelyne vapor retarder poured concrete an :3 (lap joints as required) foundation wall 2"Screed Coat—• _i. over clean compacted fill, Emil polyethelyre :o° g 4"thick p.c.slab remove all vegetation & T . Anchor Bolt Dtl. Vapor Barrier organic material 2 thick Com actedZ ,;.:;, bluestone pavers Not To Scale Clean Fill o:�. o a (2)#4 Rebar �.' 00 - .a ° ° o U N EXCAVATE D No. Date Description o __ r__ ... .__• 4 - 4" veneer to r,Dhaunc h slab Fill & Tamp in 6" lifts for a 4"thick Project 16" be selected poured concrete reinforced slab with NMI N l #4 at 12"oc each way, over clean sandProposed Typical Crawl Space over 4" (3/4") crushed bluestone, all ° compacted to 95% Relative Density Foundation Wall i Addition and .I .. — .' •—O•. to A* M Renovation poured concrete TYP. COLUMN & FOOTING foundation Wall 4" x 4" x 1/4" Steel Column For °o= on 36"x36"x12" deep _�� (2)#4 Rebar (unless noted otherwise) TH Poured Concrete Footing Frank & PLAN w/#4 rebars at 7"oc E.W. ------., The Connection Instructions of the New „ -----y Foundation Wall to the Existing 16 ExistingNew Foundation Wall are as Follows: Jennifer 1) Clean the Exist'g Foundation of any (4)5/8"dia. bolts steel column ------ 7 Soil adjacent to the new Foundation Wall. Typical i ca I Po 1 ch a �I 2) Drill a Hole @ 12"o.c.Vertically, Large 6"x6"steel baseplate 4"thick P.C. :slab Lupinacci enough for a#5 Rebar. Foundation V V alI 3) Install(1)#5 Rebar in each Hole&Set CD f- w/Epoxy Mortar. 9 •• _ '_O•• . ELEVATION 4) Extend each Rebar 12"min. into the 3" 5920 Indian Neck Lane New Poured Concrete Foundation Wall. N Peconic, NY Ila Connection Dtl ■ 36 Jurisdiction " Not To Scale (4)#4 rebars at 10"oc Town of Southold each way Suffolk County Drawn By : EXCAVATION AND BACKFILL CONCRETE M.P. Steel'Bilco' Door 1. Contractor shall locate and stake out all existing underground utilities prior 1. Foundation walls to be a minimum 3,000 s.i., unless noted otherwise on plans, P• P Checked B � '`' 0 to any excavation.The utilities shown on the plans are an approximate on the above soil assumption. If other soils are encountered,tower bearing y a '; 8' location only. values are to be assumed and the foundation must be redesigned. M.A.M. 2Y 5y„ 2. Excavate all areas as indicated in the drawings.All excavations shall be the - . 2orch C minimum depths required achieving clean undisturbed virgin soil with stable . Porches, Carport slabs, exterior steps and garage floor slabs are to be a Job No. minimum 3,500 s.i. �' • 2S6 fl ' moisture content and non-shifting and non-shrinking soil characteristics. P• l - y The Contractor shall be responsible for notification of poor soil characteristics 3. Concrete shall be air-entrained.Total air content(percent by volume of concrete) 2052 F Nle to the Architect and shall not proceed with the work until receiving instructions o 0 N from the Architect. shall not be less than 5/o or more than 7/o. Sheet Title Top of Foundation Wall 4. The nominal maximum size of coarse aggregate shall not exceed one-fifth the •.o. Maintain 4"above finished 3. The Architect has prepared the drawing and specifications with an assumed narrowest distance between forms or three-fourths the clear spacing between o rade grade bearing capacity of 2,000#per sq.ft. and an assumed soil characteristic of sand, reinforcing bars or between a bar and the side of the form.• ° �i silty sand, clayey sand,silty gravel and clayey gravel(SW, SP, SM, SC, GM and GC) Found t i o n ° unless a soil test analysis has been reformed as per table R401.4.1 of the 6. Forms shall be made of wood, steel, aluminum, plastic,a composite of cement poured concrete Y P P and foam insulation, a composite of cement and wood chips, or other approved foundation wall 0 2020 Residential Code of NYS. material suitable for supporting and containing concrete. Forms shall provide Details sufficient strength to contain concrete during the concrete placement Plan 4. All excavations for concrete piers and footings shall be a minimum of 3 ft. operation. Form ties shall be steel, solid plastic,foam plastic, a composite below finished grade unless noted otherwise on the plans. of cement and wood chips, a composite of cement and foam plastic, or other B i l co Door Detail 5. All backfill shall be clean granular fill. suitable material capable of resisting the forces created by fluid pressure of fresh concrete. 6. No Backfill shall be permitted against concrete or masonry foundation walls without floor framing or proper bracing as required to prevent damage to walls. No Backfill shall be permitted within a minimum of two weeks after pouring. Sheet Number : The Contractor shall be responsible for any damage to concrete or masony wall. 7. All grading to drain surface water away from foundation walls at a minimum at a minimum of 5%slope. is D A5.2 A B A5.1 A5.1 new(2)2"x8"hdr. new(2)2"x8" hdr. i h new `i rr rah----- - '�: ."� ----- r/ / ---- - r never landing#1 new N new - L,.. (2)2 t (2po t 4 3 ! (2)2" " new N � ► M c-a C r1 n -ra post (2)2"x4" new continuous(2)1%4"x 9Y2' Ivl hdr. new(2)2"x8" hdr. new(2)2"x8"hdr. new(2)2"x8"hdr. new(2)1%4"x9%2'Ivl'hdr. new(2)2'x8 hdr., c v � post . -----� --- � t8-1 a) new new w New new new Clg. X o rC New (2)2 x4 (2)2 x4 4, 2 x8 C.J. -- m »r __ post post Batl Irm. t8'-1" New I at 16"oc 2 2"x4' post O p new Bathrm. #1 new 3 1%4'x 11'/$"Ivl flush beam existing flush beam to remain 21 Main Street Stony Brook NY 11790 #3 Clg• Bed room new - -�—- - - - - - - - - - - - existing post t6,_2„ f6'-2" t6'-2" -- a> (3)2"x4' - c - -� existing E E new o to remain i i #4 o cv o post new(4)2"x4' phone. 631 686-6585 m �. (3)2"x4" t8'-1" + X New New post post down to o Clg. N °' fax. 631 686-6786 o c t8'-1" i fill in existing vaulted 3 v m CO ex.foundation v Bedroom wall below new a� email. MMacrina MMArchitectAIA.com Den = _ rj web. MMAr .� Clg. � � skylight o opening • � E E .._^..:...__ �, chit�AIA.com E (D i i wit ew roof rafters U 3 oxo m #3 I �, o v, o existing I P i CO (D i iv o New c o E o E o o and ceiling joists x I t8'-1" a, _0 i - _ I I to match existing o _� w o i w These plans are an instrument of service and are - CI r VV'I'�d' 1 the exclusive property of the architect. I m co c a� m e I 9 CI t8-1„ a rn v v rn Y i existing x ao 3 x 1 ; Infringements of the concepts and design ideas New o o o � o Cn I I .- , x a� _ ['1= q presented on these drawings shall be prosecuted Oa O .- o •-0 C X ° C existingI N I N L, x L to the fullest extent of the law. Copyright 2020: Patio #1 _ 3 T New a -- _ �f °' new new ! a, o new NEW existing C.J. to N �, Michael Macrino Architect, pc. All rights reserved, a) c@ m ;is X __ �_ T 2 2 x4 2 post a x L o o L a� o �, � O O _X o c bearing wall W � C to be cut back to +'N� no part of the plans may be reproduced without Kitchen s post p CO ( ) new(2)2'x4' m new bearing wall -- the expressed written consent of the architect. o ex.Vaulted Clg. 0 a�i m new 2 2 x10 hdr. a� post each side new aa) U new(3)2"x10"flush beam new(3)2"x10' flush beam (2)2"x10" hdr. new bearin wall 5 new NEW new ex 2"x8" C.J. new new(2)2"x10„ I Drawing Status c n " c -0 a (3)2"x4" to be cut back to flush hdr. under I new(2)2"x4" ,c new I post Path (3)2'x4' post down (3)2"x4"post down ex 2 x8 C.J. post O jack C.J. at 16"oc. I o o p r bearing wall teco Hall existing post p t down to E new (2)2"x4 new 2"x6"sloped to ex. girder below onto new flush beam to ex. girder below to be cut back forI foundation a, 2 2"x4" 1 2)2"x4"jack new new vaulted c1g. ex. ridge post below o jack existing steel ex. ridge beam to remain new(2)2"x8' (3)2"x4 post match R.R itch I col.to remain g header p from above p -- - - - - - _ zr /r//r /rrr/r/rrr ~— -z t- r a �---- new bearing wall I -- new a, I new existing steel > Issued for _ g I (2)2 x4' _ I (2)2'x4' col.to remain i i post teco R 1 i I new(2)2"x10 L p i X U� I post frame 2"x4"wall I w - - 1__.,..:� - - - t8'-1" ' i a `o a I flush beam m = I r over ex. to support I ] Clg. l NeW New ex. roof rafters I L o I Construction new new new(s owheax8' _ 0, new LaUI�d New 10'-0" v ex. R.R. i new 1 I I 2 2 X , I new (1t x4" (3)ost down (2)2 xF flush hdr. flush header # C !-2 cn l � new 2"x6"sloped tray clg. to remain I v Patio #2 - - - - _ header O rn, ROOM I' C.J. at 16"oc. x o a (2)2 x8 I O 8 2 2"x4' p to new p to new to replace ex. upset to replace ex. E ` n co I header o I I header I post down `a i P v match R.R itch c" I r iI i to new W flush beam o beam flush s N — _ beam belo beam below I o _ p 3 a, o E f �iY m I i �iY beam below o I cj c c a i t8'-1„ o existing m ) new $ F I .n new o I NeW AS.z ° j ao ~? Clg. I new skylight o skylight A5.2 skylight i I x o (2)2"x4" 0 i o o rn o I o o X -; I N NEW new, m cu above a L above = a I above N FO Foyer c� X ' Bathrm. post to remain c 1 C .� New j 1. i� (2)2"x4" I Vaulte d Cl iX 3 °' I New W Dates -- ( I ® #2 I i Bedroom X (2)2"x4"jack — Great I -— p to t�ew n New New N /,— i "new o 2/8/21 Issued for Construction new new c a, o °o X fill in existing I 2 2"x8" I CC��oom I I (2)2"x8" beam below new f�.R. new R.R. Bedroom c o new (2)�t4" ' #1 _a ar O r� I (2)2 x8 p (� 2/9/21 Rev. Exterior Wall Insulation skylight opening i header I I header i I (see roofplan) (see roof plan) #2 X o header // // - - - --- r r//r///r// ---- / 5/14/21 Issued for Construction a) with existing to match New Vaulted Clg. I °� .� new(2)2"x8"hdr. new(2)2"x8"hdr. new(2)2"x8"hdr. I I I / - - t8'-1 8/19/21 Issued for Construction : new new new new i / line of Clg. new new (2)2"x4" (1)2"x4" (1)2"x4„ i I I 1 (2)2'x4" new addition (2)2'W" existing (2)2"x8" post jack jack I post j existing post header header I I I I r p D new 2 2 x8 hdr. new(2)2"x8„ new(2)2„x ' new(2)1%4'x 9Y2"lvl hdr. new R.R. new R.R. ( ) new 2 2"x10' flush beam header _ O _ E (see roof plan) (see roof plan) E ( length) „ ^� 2 2 x4" A5.2 2 2'x4'new w�- new 2 1/a 10'length) O ( ) flush beam I ii 2'x8'C.J. i 2 x8' C.J. oc 24"- , ate o to flush Ibeam �� at o to ( g ) B ( jack jack 3 "x 9%"Ivl'hdr. nn� 111 ------ flush beam I N _ new new 3 c c i'3)ost New NEW c As,� c (2)2'4" (2)2'x4" No. Date Description post _ �- Bathrm. #3 new Mudroom As.� jack hack x install plywood sheathing c-aai 2"x8"C.J. (2)ost4„ t8'-1' _ N ! at 16" oc(10'length) p CI new Project over garage studs prior 9 landing#3 to installing bathroonn match ex. ` plumbing wall pack-out - new Proposed (see braced wall I N ca landing'#2 - new(2)2"x8„ plan sheet A3.4} w _ Addition and header new(2)2"x8" Renovation (2)2„x4„ (2)2„x4" posts _ (2)2„x4„ _ : jack I from above 3'_6"_ header I jack down to fnd. I stair -;N _ 1 I opening ' -' - . Proposed First Floor Structural Plan -� p 2"x6"sloped For i I I I I C.J. to follow i I -teco— i I l '1/4" _ 1 '-O" stair slope plan north L Ir(2)1%"x16"IVI�I 3 Plate Height Dormer Wall Frank & o I o( flush header o I ( � 34/2'A.S.F. new Plate Height 'i 0 I c E I El o I 1 LEGEND (2post4 T-10 A.S.F. _ ca CO! a -? ( �I „ „ „ „ 2 2 x8" 2 2"x10" � a� \ (2)2 x$ header (2)2 x8 header O O o - New cn �, � I I Jennifer N Two-Car ' ' =I i t. - " -' > > ' " Indicates Bearing Wall //%l/lam/�%/ w ne io �- 0 Garage _I -I co M line of change (2)2"x4" line of change Upinacci X I CO - ----�- m cp X I I ._ in roof pitch New flush ceiling post in roof pith I ii XI i i ( plan) c_i o Bathrm. #�4 hdr. for stair (see roof plan) � _ = see roof Ian : = 5920 Indian Neck Lane 00 7'-10"CI . Ht. clg. ns M NI Pecontc, NY (2)2,L8" 2 2"x8' hdr. o ohe � ) 0 Jurisdiction c 1 I i I °' I °' I ° _ I _ I _ Town of Southold new N `0 N li `—° a) ii a) ti li _ `—° i.i cc LL `—° t►.. +. a`s (2)2x4" � + I � . I � 0I � 0I � oI oi � o � Suffolk Count post f „ acn -av- U av? a -a co 8 � � � Ito U �� m y (2)2,x4„ I (2)2 x4' s a) Q � m Q a� Q a)< 1 , 0 Q a) Q aD Q o jackL- zz:z- m .. _ jack x no x a io x n x a. °xo a cm a io n co, �.. _ _�,L- 2^ Z''T��ZTf.T.0 - --^.-^ Z_I_Z_?? 7-TI_._�T1'.ZC' 1_� I I 1 I I - x new N ca _ N m _ N m _ N m_ N m _ N ( � _, N ( m _, new o) „ „ - - oo Co oo y ao o0 3 00 I 3 oa (2)2'x4" I'iv continuous(2)2 x10 hdr. N + (2)2"x4" 13 - v ► 3 - v I s cv 13- N 3 , y I post m o `� am m a) m a� a� CU post N Drawn By : p adi I � a3i I s' m I aa) ( a a3i 1 a) a�i c o c o c o c o a o a I ' o I o M.P. a) � 48" 48" 48" 48" 48" 48" Checked By : A5.1 0 0 0 0 ` M.A.M. aa) New Vaulted Clg. New Job No. ��, N t r_�✓ v new new new new Recreation _,._ ....__._- ;_.__ __ 2052 F R �- (2)2"x4" (2)2"x4" (2)2"x4" (2)2"x4" ROOM - o� tad post post post post L:�11 - - - Sheet Title . VtIV continuous(2)2NI3" header _ Structural Plans Plate Height Dormer Wall 34Y2'A.S.F. Plate Height A 7'-10"A.S.F. A5.1 Proposed Sec. Floor Structural Plan Sheet Number : -1 /4" = '1 '-O" plan north m2 /D� y Mic,-%, h .-a � I /A� B M -ac,-- rin .-a- existing fascia overhang Architect ----- ---- .- --- -_T_ _ ____ ___ 21 Main Street Stony Brook NY 11790 existing fascia c ve r h a n g _LL_-- _ __-- _L _-- i __ _ _L_ ----- 7 --- - - -- � ; I phone. 631 686-6585 III fax. 631 686-6786 ------------ -------------,---r-_-_-_-1 T L, II II II iII L _ L--------------- 1;I email. MMacrina@MMArchitectAIA.com A rchi tectAlA.com ------------ ______________,' w b MMArc Itect IAcom These plans are an instrument of service and are , I I , II C the exclusive property of the I I I I I II 0 1 j i k �� j Infringements of t lt he concepts and design ideas ri I O I �' presented on these drawings shall be prosecuted I t to the fullest extent of the law. Copyright 2020: ________ Michael Macrina Architect, pc. All rights reserved, N - ------ > �{ no part of the plans may be reproduced without F1 expressed written consent of the architect. ° C existing roof i i ; '1 the N i ___ J to remain l j Y - - I x`r ------- ----------------- --- _. 1 j existing roof T----f 0 " a L +.� ! ;-1- ------- -- --�1 r-------- - ----- - Drawing Status „ to remain , � ; I I II ' I I I I ' I -------' ,I , I I I I I I I I ' � I I I I I� � ,II I ; Ln, X , l i W Vl ' I Issued for r________________________________________„ � II I , 11 1 1 i �l ;J F� -- ---T--------- -------- ------------" II I 1 I 1 1 - r- -_____T_J L_______ ______________________ _____-_-_________J I I I 1_________-__1__________ -- t•1 F� i new j 0 Construction I lb*haust LFi 4-a j i Ilvent openetrainattic existing ridge board to rel—ndin existing roof 0) new- g g chimneyI ' o existing ridge beam to remain- ridge board to remain i side of ridge to remain C I i - -- - I I I a`> " " l I ' �- NOT ri roof li I f42 " New skylight t42 " I I -- -- ---- --- - -- -- - ----- - L J overframe --T ----- --- yl g . - --- ----- ----- -- -- /I ---- ---- ----- -- --- - --- 1- equal sizes to be as equal of fight ---- L- - close as possible I & p st below J ! �°+ Dates j 2�_�2 i of s fight to existing 2/8/21 Issued for Construction oQ �Diy I I skylight size. i new I +'s t j � +� I (2)2"x8" (2)2 x8" �,i �`; I ID header W � header Q �' - — --- �� 0 �`0 9 h existing roof 5/14/21 sued forrCo Wtrluctionlation °O °� to remain i new I x F E x new x , F '7 O 0 ! "' Velux' �, 0' m N Velux' N N 9 8/19/21 Issued for Construction s existing g \o 3 I 13 A5.2 L x skylight c skylight N skylight - o I k L c X N ~° L O I I c � cl I c 0 rL �a ✓ r', o � --------- - r1 ---------� - --------- + ! new contractor to adjust new k � �o, i i s/ f (2)211x8, I ( ) I N - exact location of 2 2"x8" I j I g' Align header sk li hts to align them I header I 3 r new new f �'� i--__-__ _i _-- L_r _ -_ ____ _ _ with the ex. skylight �, /,2"x10"R.R. d 2"x10"R.R' c� - - - __ _ __-- -- 1.------------------ L ; I � � at 16"oc r- at 16"oc I I existing X I 0 i I existing chimney to I i v ,� v +' ° cricket remain - ..� v", �1 1 d u° i ' i ; existing fascia overhang x ------ I 10 V 2 'T1 v C Description N --- ----- - -- --- - -- --- - - --------- --- ---- L _ __T_ -_- --..T_---_-_- __._____ --___ _--____-_ -_ __� .______..-_______.,.-_____ ____�_.-______._ __�_ ____ - ____ _ _ _. L_ _ 1 � L _'_ ___L _ _ ____ __ii_ 1 .� � _ 1 J � �V __1_ _ ___1___ T-I-_ __ -_ -_ _ __ ___ __ ._ ___ _ __ _________ T___ ____ _ _T__ _� _ ._---_ _-.__ ___ _-..-_._.____ _-_ _.-N i 1��__ N _ ___ _ _ ___ ____ __ ______ ___ __________ ___ C 1 a a) j new 2"x10"R.R. new 2"x10"R.R. ✓ a) in V)L Project r � 'o at16"off at16"oc o ��j f E c / ( 'length) (10 length) p 10 E 12 1 --T- - Proposed �_- -J`__ --- -- ---- --� �' existing fascia overhang D new flush rake overhang C -- -- I ' - -- -J L r - _---; I Addition- ------- 11- -L 2rXA5.1 c of skylight andnew 2 x8" R.R. N new 2"x8"R.R. Aa1 new post belo of window and v � at length) th j ; ; at len th ✓ v v and able Renovation `~ 0:;:; � (16'length) j N ; ; j j (16'length) � '~ 0� t42�" t42�" g _ f I iv -a) if i C `.-° : 0 GN12 I ' � �-c � 1 I I I I ''a 'H v t (2)2"x8" hdr. new 12" fascia aa) o .. 3 > new 12" fascia For overhang !'_ _-__-_ _ ___ n e w 1 2 fascia , ,i a o vejr'-h a n g /i c ° overhang //Il,'ll/I -I��IIII77I71TIT-J�TL�Jt7_Z-T_7.1�17ITL///�//I/IIT_Ilj'%!-.l�Zl�l�T_�ZIIZTITI��T✓I � _ _ _ _ Frank & L °' Proposed Roof Plan n Jennifer o j� �, o �' N ;— I (U rn l'I ' E o - v bN ; ;I L o - E 1/4 - 1 '-O ■ ■ 0 plan north upinacci � 1.� x new `- L N v N `� a 2"x10" R.R. N N i �, at 16"oc 3 5920 Indian Neck Lane a, 3 = roof 10:12 pitch °' c �° N .- overframe ,> C c 2 x12 sleeper 0 � 0 Peconic, NY 1 2� I �d 2 12 13/4"x14" Ivl ridge board over ��12 1 Jurisdiction 1 2 new 2"x1 2" ridge board 1 2 � I 2 (see section A sht. A--5.1 ) T f Southold 11 ROOF PLAN LEGEND own o 12 V Ii „ I I N s r„ 2 x1 2 sleeper v, N Suffolk Count III Splice y new c � �� � WALL 2"x10"R.R. ° c at 16"oc C BELOW ROOF o o iv 10:12 pitch o 3 12 - x = INDICATES ROOF PITCH X Drawn By: E i o No N ji `3: o E _ a) Zo3 - ; c _ _- —- Simpson'mending v +s �" ! _ _ _ _ BEARING WALL J�. �1w Lc _ plate(2)MP36 on ljl �� t► 6� BELOW ROOF Checked B W a` _ each side of ridge Y 3 3 Ridge Board INDICATES AREA OF M.A.M. A __ J _ C DOUBLE ROOF FRAMING or - - - - - J `- - - - - - - - - - -- - - - - - -- - - - - -- - _ - - - -- - --T- -- - - -- - -- - - - - - - - - - - - - - - _�IX,TJIIlI_I7�711/_1'TII�':/_IT7;T1_'J1'/�I�'.lTlf1I1^171_I7T/'7/TITITZT7T�./1_I17=,17.!/T! _!7_=��!_/_I�' _ _- _— Job No. 4 12$�' INDICATES POST BELOW ® 2052 , 4 new 1 2" fascia overhand 5'-4" � tv� 5'-4" new 12" fascia new 12" fascia INDICATES STRUCTURAL - - Sheet Title overhang below overhang below BEAM BELOW ROOF i INDICATES SEQUENCE z Roof Plan A Typical Ridge Splice Detail OF ROOF FRAMING A5.1 1 -1 /2" = 1 '-O" NOTE TO FRAMER All overhang sizes noted on roof plan are Sheet Number rough framing from outside face of stud walll to outside face of sub-fascia and sub-rake. A303 SHEATHING JOINT NOTE Braced Wall Panel Construction Assembly All Vertical Sheathing Joints are to Table R602. 10.4 of the 2020 RCNYS occur over studs. Horizontal joints in a braced wall panel are to occur over Method CS-WSP: (continuously sheathed wood structural panels) and fastened to 2"x6" horizontal blocking • Exterior sheathing (min. 1/2" plywood) attached with 8d common nails (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 M i � h .-a � ' roofing nails or 1-5/8"screws type W or S at 7"oc at the edge and in the field. (see details, this sheet) M r � � ■ ' na Method GB: (gypsum board each side) �'"� • Gypsum Board fastened at 8"oc at the edge and in the field for nails and 16"oc for screws. A r c ■ ■ itek. ct Nails to be 13 ga. 1-3/8" long 19/64"head, 0.098"dia., 1-1/4"long annular-ringed, 5d coolers or gypsum board nails 0.086"dia. x 1-5/8" long 9/32" head. Screws to be 1-5/8"type W or S. 21 Main Street Stony Brook NY 11790 phone. 631 686-6585 Method CS-PF: fax. 631 686-6786 • To be constructed in accordance with figure 602.10.6.4 (see detail same sheet) email. MMacrina@MMArchitectAIA.com web. MMArchitectAIA.com These plans are an instrument of service and are the exclusive property of the architect. Braced Wall Legend : Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2020: II Michael Macrina Architect, pc. All rights reserved, �„ no part of the plans may be reproduced without f-�.�-5'-22 --..-� Indicates spacing between braced wall lines the expressed written consent of the architect, New � o W.I.C. ---- II New New c� Drawin I , athrm. #1 Bathrm. #1 J - - - Indicates braced wall lines g Status New� I I L--I II 00 4 New S New Bedroom [ 1 co New Den Kitchen O° Bedroom #3 - - - - - - - Indicates braced wall panel o #4 New (� W.I.C. #2 braced wall anel_- -- T- B.w.P, P Issued for \ , aetV , Hall - braced wall line intersection • ----- -� Construction r-4) New Patio #1 i --_r I i New New •_ indicates holddown II I it It Bedrm. Patio #2 II F--1 F--� ii i Ne #1 New I I II thrV -------� Great I I I N6w New Lau Room Fo er Bedroom °rr' #2 Ro First Floor Plan Braced Wall Calculations Dates II II II I 4.0'1yvide B.W.P i ;5.0'wide B.W.P � "gthod GB i method GB I Schedule as per 2020 RCNYS, section 602.10 2/8/21 Issued for Construction `\' o I I - ' A B C 1 2 3 2/9/21 Rev. Exterior wall Insulation �,,� _ _ _ _ I Braced Wall Line sectd�ion J 'I New I 5/14/21 Issued for Construction - - - - - � �- - - - -- - table > II broom Bracing Method cs-wsP cs-wsP CS-PF CS-wSP cs-wsP GB 8/19/21 Issued for Construction m C 602.10.4 Ne '' � Min. Panel Length table 24" 24" 16" 24" 24" 48" Cl) 3.0'wide B.W.P thrm. 60210.5 `y method CS-WSP o \I Braced Wall Line Spacing plan 10.0' 22.0' 22.0' 13.0' 10.0' 10.0' fV a m I L___�_J =�) �� 1.6'wide B.W.P Required Bracing Length 602.b0.3(1)le 4.5' 8�' 8.�' n6' 8.0' 8.5' --- - - method CS-PF ( ) ( ) ( )�--_ see Figure R602.10.6.4 m L---J same sheet table L--_J 4.0'wide B.W.P Wind Adjustment Factors 602.10.3(2) 11.O'wide B.W.P method CS-WSP J� N method CS-WSP install plywood sh athing 1. Exposure category 1.00 1.00 1.00 1.00 1.00 1.00 1.6'wide B.W. New No. Date Description install corner sheathing vertically in this colrner p rn-J method CS-PF Two-Car vertical) end condition#1 2. Roof eave to ridge height 0.70 0.70 0.70 0.70 0.70 1.00 "2 g � see Figure R602.10.6.4 Y( ) (end condition#1) Gara a as per Figure R602.10.7 as per Figure R60�.10.7 3. Wall height .90 .90 .90 .90 .90 .90 m same sheet ag Project of the RCNYS of the RCNYS cn 4. Number of BWL per directior 1.30 1.30 1.30 1.30 1.30 1.30 J 5. Additional holddowns n/a n/a n/a n/a n/a n/a Proposed 3.1 6. Gypsum omitted n/a n/a n/a n/a n/a n/a m de B.W.P Addition and I I I method CS-PF _ ----see Figure R602.10.6.4 7. Gypsum board fastening n/a n/a n/a n/a n/a n/a same sheet average adjustment factor .98 .98 .98 .98 .98 .98 q °� � Renovation 4.0 wide B.W.P 4.0'wide B.W.P method CS-WSP Adjusted Braced Wall Length 4.4' 8.5' 8.5' 5.5' 7.8' 8.3' method CS-WSP install plywood sheathing vertically in this corner For install plywood sheathing (end condition#1) Bracing Length Provided 3.0' 3.0' 3.0' 8,0' 15.0' 9.0' vertically in this corner as per Figure R602.10.7 (end condition#1) of the RCNYS Compliance(pass/fail) fails fails fails pass pass pass per Figure R602.10.7 48" 10'-0" 22'-0" 48„ Frank & off the RCNYS offset spacing between spacing between BWL B-C offset BWL A-B BWL A BWL B BWL C NOTE. Jennifer First Floor Braced Wall Plan The braced wall method is for the Lupinacci proposed addition only. ��s•• _ � •-o•• 5920 Indian Neck Lane plan north Peconic, NY Jurisdiction extent of header with double portal frames(two braced wall panels) extent of header with single portal Town of Southold frame(one braced wall panel) Suffolk County 2'-1 8'finished width of opening for single or double portal pony wall height min.3"x11 Y4'net headersteel header prohibited if%2'spacer is used, place on Drawn By : back-side of header tension strap per table M.P. R602.10.6.4 ° i � (on opposite side of sheathing) ---fasten king stud to Checked By : „ ,a y if needed,panel splice edges header with 6 16d '* fasten sheathing to header with 8D shall occur over and be nailed ' common or galvanized box nails in to common blocking over and sinkers M.A.M. 3"grid pattern as shown be nailed to common blocking , additional framing full-height blocking a, header tojack-stud strap per table within the middle 24"of the fastem top plate to Job No. Q «� member directly above continuous along length R602,10.6.4 on both sides of opening portal-leg height.One row of header with two rows full-height blocking continuous rim of 16ed sinker nails at continuous rim braced wall panel 9 9 of braced wall panel - L opposite side of sheathing 3,225#min.rated strap) 3"o.c.nailing is required 2052 Ed�� or end joist at 16"o.c.along or band joist pp g( p) in each panel edge 3"o.c.typ. braced wail panel perpendicular framing �, X min.double 2x4 framing covered with min. typical portal frame construction toe-nail 3 8d nails at 3/a°thick wood structural panel sheathing with 8D Sheet Title 8d at 6"o.c.alon E common or galvanized box nails at 3"o.c.in all mini.7/16"wood 8d at 6"o.c.along 8d at 6"o.c.along each blocking member 8d at 6"o.c.along 9 x framin studs,blockin and sills braced wall ion m o g( g, )typ. --min.double 2x4 post(king and struictural panel braced wall panel braced wall panel braced wall panel p E jack stud .number of jack studs 1 ) t sheeathing iv min.length of panel per table R602.10.5 per table R602.7(1)and(2). raced Wall Plan braced wall panel braced wall panel braced wall panel braced wall panel braced wall panel 3-16d at 16"o.c.along 3-16d at each g min.reinforcing of foundation,one#4 bar top s 3-16d at 16"o.c.along braced wall panel blocking member 3-16d at 16' o.c.along3-16d at 16"o.c.along and bottom of footing.La bars 15"min. braced wall panel braced wall panel braced wall panel p I I I I 2-16d nails each side continuous rim perpendicular framing additional framing or end joist member direct) above full-hei ht blockin continuous rim full-height blocking min.footingsize under opening is 12"xl2".A turned braced wall panel at 16"o.c.along g or band joist continuous along length down slab hall be permitted at door openings. Section braced wall panel of braced wall panel min.(2)%"diameter anchor bolt installed per section FIGURE R602.10.8( ) R403.1.6 with 2NZ)0/6'plate washer Sheet Number 1 : FIGURE R602.10.8(2) FIGURE R602.10.6.4 BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN Front Elevation METHOD CS-PF - PORTAL FRAME PANEL CONSTRUCTION PARALLEL TO FLOOR / CEILING FRAMING PERPENDICULAR TO FLOOR / CEILING FRAMING A3111111 Typical Metal Standing Seam Roof Typical Roofing Metal standing seam roof by Atas or equal Architectural As Roof Shingles to be selected b owner ry Y to be selected over GAF deck armor,continuously wrap over'GAF'deck armour, continuously wrap up all up all adjacent wall surface a min of 12" adjacent wall surfaces a min.of 12". over 1/2"Plywood Sheathing over existing plywood sheathing (Y2"CDX for any new roofs) KAM h Eave Protection Eave Protection Install (1) Layer of Ice&Watershield(self-adhering Install(1) Layer of Ice&Watershield(self-adhering 1,11L A � r polymer modified bitumen sheet)from the eaves edge polymer modified bitumen sheet)from the eaves edge to a point at least 24"inside the exterior wall to a point at least 24"inside the exterior wall I -a n -ra line of the building. line of the building. /krch iitect Low Sloped Roof Protection (2:12 to 4:12 pitch) Low Sloped Roof Protection(2:12 to 4:12 pitch) Install(1) layer of ice&watershield over the plywood Install (1)layer of ice&watershield over the plywood 21 Main Street Stony Brook NY 11790 sheathing instead of the 30#felt paper. sheathing instead of the 30#felt paper. new metal enclosure Fasteners Ventilation phone. 631 686-6585 to be selected All Fasteners are to be corrosion-resistant with a ty ical etaltelected tandi g se m -Continuous ridge vent fax. 631 686-6786 roof o be -See eave detail'2'sht.A5.2 minimum penetration of 3/4 Into the sheathing. email. MMacrina@MMArchitectAlA.com Use(6)fasteners for each shingle. web. MMArchitectAlA.com loft plate hei ht _ see typical Ventilation These plans are an instrument of service and are rake detail -Continuous ridge vent the exclusive property of the architect. continuous ridge vent g Infringements of the concepts and design ideas -Utilize existing soffit vents presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2020: Michael Macrino Architect, pc. All rights reserved, s r 1 O10 continuous ridge vent no part of the plans may be reproduced without 12 12 - p'� rA the expressed written consent of the architect. see typical -i - eave detail ex. skylight I ^� A4.1 typical behind roofing Drawing Status Ine new new w +� ---------- N. ' JrL plate height typical roofing new skyli ht to 1 - existing eave existing eave loft subfloor _ _ _ _ _ _ _ _ _ _ gg __ _ _ _ _ align x 1 �/ yp g �--� to remain - t ical siding to remain garage late height _ -- _ — 5'_4" 5'-4" _ late height Issued f I'fascia line of addition I fascia ---- beyond I typical new light fixture " �' '• ^ siding � I to be selected _ — ons l ucLi n n Might ure � rn I -- o to sel ted i X 1 C. s i E5iu Les din H new light fixture ao .An _ L bluestone , r 9 to be selected - new new pavers new new new new o o new E newH-- new new o o i - L E i 17i/ w L existing bluestone 1 , new new siding pavers mew first floor subfloor Dates first floor subfloor - - - - - - - - - - - - 1 -- -- - _ - - - - - - - - - - - - - - - - - - - - to align with existing 1 I I 2/8/21 Issued for Construction 1 1 ' 1 2/9/21 Rev. Exterior Wall Insulation existing i i A I _' I new foundation wall below i existing chimney siding i existing 5/14/21 Issued for Construction I 'E ; vent - with new stucco � � � I ------------------------------- - - veneer �new foundation wall below , -'; 8/19/21 Issued for Construction 1 ------------------------ 1 1 I 1 I 1 1 ProposedFront Elevation --------------------------i------------------------------------------------------------------ ------------------------- 1"x3"trim 1"x10"rake board No. Date Description typical gutter Existing Siding Project Existing cedar clapboard to be patched where required. Sanded prepped for paint and painted with(2)coats Proposed color to be selected. Addition and Renovation align board siding Typical Siding For with soffit board behind 1"x6"clear cedar T&G center match'V'groove vertical siding over Henry Blueskin VP-100 underlayment Frank over 1/2" CDX plywood sheathing blind metal _ - _ blind metal step flashing step flashing new metal enclosure Finish i typical 12 12typical to be selected Jenn fer siding 4 � �� siding seal with a clear protective sealer I loft late hei ht -j �_ 4 Typical Rake Return: .. u p i n acci - - through exhaust vent Exterior Trim Boards 5920 Indian Neck Lane 12 r- 1 Material Peconic, NY ' 12 typical f All Exterior Trim Boards are to be'Azek'or equal. OMMEM 0 12 _ o, met 31 stai iding seam i _ o Ltypica ro f to be sele ted ,� Installation Jurisdiction see typical roofi Install as per manufacturer specifications: A r new s rake detail see typ cal o v, r e ve detail -Install 2 fasteners per every framing member typical to remain for trim board applications. Town Of Southold A4.1 i existing eave N sidingtypical lroofin Suffolk County -H ._- see typical Yp g -Install over flat, solid substrate. v_ loft subfloor _ _ _ _ _ _ _ - — eave detail -All'Azek'Joints are to be Glued with'Azek'adhesive new light fixture Utilize 316 grade stainless steel fasteners garage late hei ht _ _ light fixture to be selected _ late height - g Drawn By to be selected �. d . Typical Sizes: M.P. •Fascia Board- 1"x10"to match existing •Rake Board- 1"x3"trim board over 1"x10"rake to match existing Checked By: U V - C: `•- •Soffit- 1"x12"Azek use sheet material at all new M.A.M. I ° C' s deep soffits. 00 s i•�'X i•6'iu —existing H Job No. -H �y c existing E-- t - - 4312� o to � L/e sidin -flsidingE o onw g4 bluestone v o 2052 F s E _ pavers -- t new new niew relocated relocated window#2 window##1 new first floor subfloor Sheet Title first floor subfloor _ _ ne _ _ _ new Co _ _ _ _ - to align with existing Gutters I Jill All Gutters are to be 6"aluminum half round with brackets. Elevations All Leaders(downspouts)are to Round Aluminum. I I I I I ; 1 0 1 I I I I typical siding -I ��foundation wall below O ; -------------------------- ---------------------------------------------------------1 i i I M E - Front 1 I 1 -------------------------------------------------------------- -----1 Right L__________________________________ __-_-_-_-__-_-_____-__-----_---_-_-_-___---_---_--_--_-____-__---J-_-_-_-L-----_-_--_-_------------_--___-----------. 'Clopay'avante collection with%4 HP wall mount Flashing liftmaster 850OW with wifi door frame color to be ---------------------------------------------------------------------------------------------------------- selected with frosted glass ---------------------------------------------------------------------- For all Horizontal Wall to Roof Intersections, OEM Install Aluminum Coil Flashing. Sheet Number Proposed Right Side Elevation For all Sloped Wall to Roof Intersections, Install Aluminum Step Flashing. 1/4" = 1 '-O" All Window Drip Caps to be Aluminum. \ C M .'a C r ii nza Arch itect re oca e haust vent roof g throu h i r- _---- � � I I I I i 21 Main Street Stony Brook NY 11790 p 1 --I , IA , I ,I I I N I hone. 8 I 631 686-65 5 I 1 1 1 I I 4\ ' 1 I 1 , I I I L___u__�,a 1 LJ6:==:_sivYl.J I " fax. 631 686-6786 email. MMacrina@MMArchitectAIA.com web. MMArchitectAIA.com L These plans are an instrument of service and are typical roofing typical roofing - =J = the exclusive property of the architect. - -- - Infringements of the concepts and design ideas existing presented on these drawings shall be prosecuted existing eave g eave to the fullest extent of the law. Copyright 2020: to remain to remain Michael Macrina Architect, pc. All rights reserved, new light fixture light fixture no part of the plans may be reproduced without to be selected to be selected the expressed written consent of the architect. late height p g -_ _ _ _ _ _ late height l ' ; I , I , I 1 Lx new new �; existing new new new 00 x +i new light fixture new -H 9 � � � _ � siding I to be selected o ne vIssued fah new new new new \ / new s� new ; bluestone bluestone ---- bluestone new first floor subfloor pavers existing siding pavers i — pavers C o n s t r C I o n new bilco relocat or#1 I ' I to align with existing _ _ _ _ _ _ _ _ _ — I I — door _ _ _ _ _ _ _ _ _ _ _ _ _ ; first floor subfloor l — — — — ------ new foundation wall below existing foundation wall below 1 I M ' M E existingsiding to match I existing ,I ~ foundation wall below , , rL__________—_____________________________ , vent vent ------------------------------------------------------------------------------------ l existing over ---------- -------------------------- ---------'------------------------------------------------J ' ' — l 130#building felt) ; existingfoundation wal be ow ;------------------------------------------------------------------------------------ --------------------------1------------------------------------------------------------------------------------------ L--------------------`— I I l ; l I I a es : l -----------------------------� ; 2/8/21 Issued for Construction 2/9/21 Rev. Exterior Wall Insulation Pro posed Rear Elevation 5/14/21 Issued for Construction 1/4" = 1 '—O" 8/19/21 Issued for Construction No. Date Description Project Proposed Addition and Renovation blind metal blind metal new metal enclosure step flashing _ step flashing For new metal enclosure see typical 12 12 rake detail typical 4 4 Frank & siding L cD E I - L_ _ _ loft late hei eight 12 - - 12 v continuous ridge vent 12 Jennifer 12 typical IIr siding install 1"x3"trim li h �r Lupinacci board over existing sky g t existing rake to remain j o remove existing curved o s i roof return to create typical roofing i o 5920 Indian Neck Lane a new return to match addition typical on each side see typical i Peconic, NY new trim to match i A4.1 existing corner rake detail board thickness typical new chimney new light fixture see typical siding I OIL loft subfloor Jurisdiction new light fixture with stucco to be selected eave detail :i�� — — — — — — to be selected ex. veneer eX. late hei ht -- light fixture — — — — Alk qaraqe plate height Town of Southold to be selected ---- -- ---- ---- -- Suffolk County 11h i ing new c o CD o C- Drawn By: co .� o new �v+x M.P. +i iu i•0 d •- i (L, W , L O �existin luest0 a y �-� y' o J .s -H " " E Checked B s E siding paver new ex. ex. ex. ex. �eplace ex. ex. ex. ex. ne M.A.M. W �•+, '.,;M,�� first floor subfloor _ _ _ CO _ _ _� _ _ _ _. _ _ .__ —_ _ _ _ _ first floor subfloor Job No. P,� - 3�z� yo - - --- - — 2052r' `i ~foundation wall below t ical I o.E Yp ---------------- ---------------------------------------------------------J Sheet Title siding ----------------------------------------------------------------- Elevations 'Clopay'avante collection with%4 HP wall mount Proposed Left Side Elevation selected 8500W with glass door frame color to be " Rear selected with frosted glass 1/4" _ 'I '—O" " Left Sheet Number : S1 � new ridge board new roof rafters (see roof plan) (see roof plan) S2 new roof rafters A6.1 new roof rafters (see roof plan) i ,o a le (see roof plan) r new insulation C r i top of ride board _ _ _ �� see schedule S2 KA -a12 12 A6.1 loft late hei lit I � • ray- �'� new ridge board Arch itect new collar tie see roof Ian 12" (see structuralplan) 12 overhang 21 Main Street Stony Brook NY 11790 _______ existing new r I f raft ridge beam overhang �` � j g phone. 631686-6585 oy ers to remain and beyond 'i be wrapped o fax. 631 686-6786 o !! o new flush he der k + email. MMacrina MMArchitectAlA.com 36' tall see structural Ian --new roof rafters Ca i ReCreatl01 ( °o '! rJ, ( )I; (see'roof plan) I' roof raftexistiners ; handrail web. MMArchitectAlA.com Room o u to code a new flush eam ii (see structtifal plan) j ;� \ These plans are an instrument of service and are new floor joists ; L_ the exclusive property of the architect. l new insulation `W new InSulation g ! new beams Infringements of the concepts and design ideas (see structural plan) - ,new ceilin Joists M s� (see schedule) see structural plan) presented on these drawings shall be prosecuted (see schedule) tec0 \\ to the fullest extent of the law. Copyright 2020: new sloped loft subfloorMichael Macrino Architect, pc. All rights reserved, ceiling joists - no art of the plans may be reproduced without ,✓, III I, P P Y P garage late hei lit \ r,1 the expressed written consent of the architect -- >-- - ----— ex r Y r / 1 Y 1; 1; �:' staircase for staircase -- - plate height 1. i x ---- -— - - see new e head..i new flush stair header �, r` - header plan) .1 0 ------ (see plan) Drawing Status structural lan fireblocking _ ! /a type-X drywall stair S2 New at s to code eW N w I �. Two-Car M droom I! ! New e e window ' -00 1,. I! Great Kitchen �, Garage 4 11� she floor pia E 48� Room , - ( n) 6 u Ii 0 Issued align with existin new I new insula ion I' I' new poured concrete slab e t I ; � !�' �, � ', fireplace foundation wall beyond see schedule - see foundation plan) Y ( )to i _— I I first floor subfloor CoInstruction first floor subfloor ( III �' I ' { „ new floor joists existing in W (see foundation plan) 'in � existing existing o roo New p.c.foundation X existing c. la Existing floor joists P 1 c.foundation 1 ._ Crawl Space wall � a` I new p.c.foundation wall E Crawl Space �' °' (see foundation plan) --� new poured concrete slab Dates new poured concrete footing (see foundation plan) (see foundation plan) 2/8/21 Issued for Construction A3.1 Section 2/9/21 Rev. Exterior Wall Insulation 5/14/21 Issued for Construction 1/4•' _ •-O" 8/19/21 Issued for Construction No. Date Description P plate -- - Project new double to -- -- -- - I - - -- - - I- - ! - - -- - - Proposed notched into existingR.R. I Addition and Renovation I existing existing - - ------- -- - - ---- -A6.1 - --- roof rafters top of edge _ f - -- ! - ------------ --- -- ------- -- ---- -- -- --- / -- - --- ridge board ---------------------- lq,i i" \ --- - - ridge board ;I For - (see roof plan) - 0• �°�. , existing e Y f raft ers R new 2 x4 roof 1 2 r _ roof rafters � c 1 2 see roof f la n I o wall a at16"o c p ) new(2)2"x8' - �8Frank �o header each 1 rnsulation -- \ �90 ch e� R�'` side ( ) -_ -- S2 Attic S5 -L - \ see schedule r ---- -- -- - ._ new skylight existing �O to match existing ceiling joists _ _ A6.1 Gelling joists A6.1 Jennifer insulate ex. 1 Attic 9 J - --- - - teco p ) telling joists i\` (see structural Ian ----------------------------------------- --------------- (existing) plate height late height each side ■ ■ chsd as required / ------ - ----- - -- - - -- ------------------------------ (see\ - P 9 - -------- v' ' lstrutuaal plan) upinacci- existing N (i - --- _r__ _ ceiling joists ! -- t15 --- flus beam . 5920 Indian Neck Lane to be removed g - see stnlctural plan) _-� t15 g j overhang to ( P ) block overhang to see structural Ian align with ex. �_- - _ _u soffit align with ex. ( plan) New New li Pant Bathrm. _ _ econlc, Y _ "J �ewsee elevation X (see elevation) -interior door down ( ) New #4 1 i °' j T--,1 Mudroom ---- _ design to be =r II I' I'I Great ------ Jurisdiction selected _---_.__ k- -_ half wal -----.--- -I ' I Room new r o - _� � - - framed walls j' �.c. slab �=__--_--� I (see floor plan) j � �__- � insulation V_-� pavers to Town of Southold see fnd.plan) - - - see-sche�a e I -�I P c. slab be selected exterior wall built-in existing \ bench 1--.___ (seeifnd. plan) _ Suffolk County _ first floor subfloor new first floor subfloor ---- --- ---- - to ali n with existin _ -- }— g g existing6 floor joists I - Drawn By : g existing X (see foundation plan) I I o M.P. 1� floor joists low beams o Existing existing o � I _ 1 , 1 existing 2"x8"F.J. at Crawl Space p•c.foundation i p.c.foundation wall I E ' ' existing 16"oc has been existing p wall New (see foundation plan) I I I Checked By: t,� !.%. ;; �.t P.c. slab checked to support steel columns o Crawl Space I _ � ��;,' »al,1, roof load I - M.A.M. +t �' 3 Job No. �128�' poured concrete slab (see foundation plan) A3.1 2052 �' f� �N Section Section 4 Sheet Title Section Q } n '1/4" _ 'I '-O" 'I/4" _ 'I '-O" A3.1 V 4C a i o 1 ,S Ag B'C Sheet Number S 1 51 _ r. A6.1 A6.1 m•. ' - a - -' -- -- ---- -- { - - . --�-- ridge board ride height g ;---------------- 9 _ -- --- - - - top of ridge �- ( plan) rid e board see roof \ ---- existing (see roofplan) i 10 12 ridge board 10 "`(., 10 10 / i r� new ceilin joists `�\ existing 12 i J 2 , existing 'j° new insulation roof rafter S2 �.;,.�`' roof rafters W' S2 00 12 see structural plan) _ roof rafters (see schedule) (see roof plan) a i roof rafters f r n -a �y roof irafters ��beyond A6.1 f All �r, ( p ) 1 see roof Ian 00 pike 6 ex. existing ;i �. !. ! - I roof rafter 12 roof rafter \' 4 existing ceiling joists 1-1 /k plate height existing to be removed ��✓ ite C� / 1 2 new sloped' _ —_—_ g (see structural plan) = frame new knee ceilin oists ceiling joists N - - �/;w wall over ex.C.J. t5.5 - ;1, g j new insulation (see structural plan) ., �_ � +i 21 Main Street Stony Brook NY 11790 -------------- ------------------------------------------ 12 (see schedule) 12» __ _ ----- ------------ - -------1-w-�$ \` ---- P 9 overhan -- -- ------ --- overhan --------------- ---------------------- --- existing plate height g 9 --_ -- Y. ----------------- --------------- late height I ------, -- - ---- --- --- ---- phone. 631 686-6585 24- -. -.- -----.- - Insulate m rafters - ----- - existin-- - _ existing ceiling joists __ existin 9 existin `i existingfax. 631 686-6786 - as required g g j - g flush beam g _ ceiling ists see schedule to be removed - l �eiling joists ceiling joists o 91 email. MMacrina@MMArchitectAlA.com ( ) ( P ) to remain i 1 _ new header _I web. MMArchitectAIA.com see structural Ian _ (see structural plan) NeW J- New i New = New ; I o ; H a existing framed new rn " " Fo er 3 These plans are an instrument of service and are new 2 x4 exterior I Bedroom #1 T 'New I .- _ - ____- — wall to remain the exclusive property of he r window - F r j p p y t architect. Bathrm. #1 wall studs at 16 0� o e o rn — ! - oo•X 1 oa Infringements of the concepts and design ideas interior door _ 1N.I.C. -H with double top plate New -H presented on these drawings shall be prosecuted design to be ----- and sin le shoe late y g _ -- I ; _ g P `I Kitchen New to the fullest extent of the low. Copyright 2020: selected new%4"rated plywood i solid new sulation Michael Macrina Architect, pc. All rights reserved, — new insulation new floor joists --= --- ' schedule) Bedroom no part of the pions may be reproduced without #2 the expressed written consent of the architect. 1 -- i � fr med walls subfloor align top with fireblocking I i see schedule all sides ( ) (see foundation plan) - - �' se 'floor plan) existing subfloor solid I eblocking - I'' _—_—_ new first floor subfloor - - - - U __—_-- new first floor subfloor new first floor subfloor ^ ,1/ /,i ? l l i /.l A/, to align with existing v ,t, , --_—__-- all sides �, >> , V , � 9 9 �,. _,_,Yx r,; �', ,'r, ', v _l r ,-=, to align with existing to align with existing Drawing Status - - -- .--- all'sides 1 _ - - L floor joists u ITT _ �� 1 I _ new floor beams (see foundation plan) I (see foundation plan) existing -- -- _o I floor joists existing p.c. slab 8 I New22920 to remain - new p.c.haunch slab A3.1 HCrawl Space under new wall new p.c.foundation wall o (see foundation plan) existing foundation walls (see foundation plan) Section Issued foi (see foundation plan) a 1/,4 = 1 '-O" Section poured concrete slab .' (see foundation plan) Constructiol 1/4" = 1 '-O" - ------ - 5 A3.1 Section -- 1/4" = 1 '-O'• Dates Ice&Water Shield from fascia to 2/8/21 Issued for Construction existing exterior new exterior framed wall roof rafter 24"past inside face of wall 2/9/21 Rev. Exterior Wall Insulation New wall to be remove (see floor plan) \ 5/14/21 Issued for Construction (see floor plan) \` 8/19/21 Issued for Construction ' Bedroom 6'-2" #3 8" 5-6 i existing floor joists Aligriwith ex. new bilco door % gutter to I teco (see floor plan) match existing - - - - -- ' 2"x"Soffit - - new flush rim joist Fram'g at 16"oc (see foundation plan) new low beam new floor jo sts ` No. Date Description (see foundation pl n) to align with ex. j ° - � � 1"x10"fascia board see foundation la match existing P ) / �.�...,... to ( � / 9 Project ° New CrawISSpac Crawl Space < ° Proposed 1 x8 soffit 1"x4"soffit ° see soffit Addition and new p.c.foundation wall % vent detail'3' see foundationplan) • Alin ith ex. �' ( gRenovation typical siding \----existing p.c. slab poured concrete slab ° T For to align with ex, overhang (see foundation plan) Fiberglass Screening (see roof plan) Staple to Rafter Tails e—fascia(board �'�, Paint Visible Structure Frank & fol"I Black Prior to Screen Section 3»� Installation 1/2•• = 1 •_O•• vent thru roof =Roof (typ. all vents) J L °D Roof soffit board Jennifer �4» ��.� cont.New `F vent upinacci Bath m #4 apical Eave Detail apical Soffit Vent MI . Overhang 3/a"%a' .� 5920 Indian Neck Lane see roof plan 3" = 1 3" = 1 '-O" PeconiC NY �� � '�'� �" •' roof shingle (- I 3 0-1 vent }-3"� » Ice&Water Shield 2"� vent 2 0 I stock Jurisdiction underlayment vent I vent Lay. I I I 3",� 3 Town of Southold j W.C.1"x3"trim board I I vent thru roof = vent thru roof = Sec. Floor Shower I (typ. all vents) J L E (typ. all vents) J L T1E Roof Suffolk County » I New Renovated New New New waste2"o 3"o waste waste I Bathrm. #4 Kitchen Laundry Bathrm. #2 _ Bathrm. #1 SIZE OF TRAPS FOR PLUMBING FIXTURES Drawn By: y New J — Room — "'r r -- table P3201.7 M.P. �,'�� 'A d r� Bathrm. #3 — ,—�T' '��,, ___I_--T' » I T- 3»o --1_ ?`_ » I - 2"0 1 " - » I 3 went 2"� Plumbing Fixture Trap Size 1"x10"rake board �'I I r I 3 2 r » 2 - 2 0 vent Checked By: VA to match existing r 3"0 » I 2"0-1 vent� I vent �vent air r » 2 0--� � I ( vent �2 0 » 1 Bathtub(with or without shower head JL1 1 break I 2 0 -� vent I vent ( vent I vent �20 and/or whirl oolattachements -1/2 M.A.M.__ . 2»0_..j 2"0 vent 2 vent Sink Sink a » vent I I vent 2°0P )vent I ay. I vent I waste Sink ven I �a � I I a i Lay. I Lov. Lay. b I a Lay. Lov. I I vent Bidet 11-1/4" Job No. ��� W.C. W.C. 0 W Tub yy C W C Tub Clothes washer standpipe 2" b� 1"x12"soffit I I IWM• I 2052 ' First Flr. Shower Shower Shower First Fir. Dishwasher(on separate trap) 1-1/2" typical siding t Floor Drain 2" S eet it e F.A.I. -� waste 2 3"� waste 2 3 �- 20 waste waste 2»0-1 2 » » " Kitchen Sink(on or two traps,with or \ » waste waste " waste waste waste » waste waste w ste 2 3"� 3 waste waste waste without dishwasher and food waste disposer) 1-1/2;; 2 waste waste Sections \ waste waste waste Laundry Tub 1-1/2 \ \ tie in new waste--_ \C 0• Lavatory \ line to existing 3 \ tie in new waste tie in new waste C.O. Shower(based on the total flow rate through \ line to existing \C.O. line to existing _�� \ existin waste line showerheads and bodysprays) - Plumber Riser House Tra� existing waste line \ existin waste line flow rate: To Existing 5.7 gpm and less 1-1/2" Sanitary System Crawl Space Crawl Space more than 5.7 gpm up to 12.3 gpm 2 Ca I Rake Detail pm more than 12.3 gpm up to 25.8 gpm 3 Ypno" more than 25.8 gpm up to 55.6 g 4" Sheet Number 3" = 1 ' Plumber Riser Diagram Not to scale FASTENING SCHEDULE : Table Rso2.31 of the 202 RCNYS Stra in can be installed direct) to rough framing or over plywood sheathing. a STRAPPING DETAILS pp g y g g p y g' � ( ) Contractor to contact local building dept. for required strapping Inspection. FILLER BLOCK NOTE. This schedule does not include noiling for metal framing strops (see section for strapping and requirements section for rough opening framing requirements). All nailing is a general specification it applies unless noted otherwise. HIP PLATE ONE 16d ° p Spacing q p p RAFTER Porch / Deck Strapping Details '► 'u a /� Joint Description No.of Nails Nail S acin required uplift force as per �,, ._ TO FILLER SIMPSON STRONG-TIE table R802.11 of the 2020 RCNYS TWO 16d BLOCK THREE 16d ROOF& CEILING FRAMING 'CS20' Coil Strap h -El E� I TO FILLER Rafter to Top Plate (toe—nail) (3) 10d common Per Rafter over every rafter = 222 pounds BLOCK Ceiling Joist to Top Plate (toe—nail) (3) 8d common Per Joist /n ( SIMPSON( STIR G-TIE V, �HCP (single h rafter) KA i C 16d Ceiling Joist to Parallel Rafter (face—nail) (6) 16d common Each Lap (3) 8d Nails ° HCP4 (double hip fter) U STAGGERED Ceiling Joist laps over Partitions (face—nail) (3) 8d common Each Lap �� ° o 12"O.C. (3) 8d Nails (5) 8dx1-1/2" Nails 16d 12"O.C. VERTICAL ° Collar Tie to Rafter (face—nail) (3) tOd common Each End to rafter ° ° KA _ TO SPACER RIDGE o Sim n 4"x6"Stro Tie Arch ito �� STUD Blocking to Rafter (toe—nail) (3) 8d common Each End _ ° o — „ „ g BOARD o / A46 4 x6 Post STAGGERED _ _ Rafter to Ridge Board (end-nail) (2) 16d common Per Rafter ° - (2) 8dx1-1/2" Nails PLATE -ABA44 4"x4w 'Post to plates .• -ABA66 6 x6 (Post) 21 Main Street Son r WALL FRAMING � ROOF WALL THREE 16d ROOF ° .• Stony Brook NY 11790 Fill Void with �• TO FILLER Top Plate to Top Plate (face-nail) (2) 16d common 16" oc RAFTER RAFTER °° SIMPSON STRONG-TIE .STUD 10d TOE- ° H2A at each rafter Rigid Insulation NAILED BLOCK Top Plates at intersections (face—nail) (4) 16d common Joist—Each Side 575 pounds)\ ( p ) phone. 631 686-6585 Prior to Sheath'g TO SOLE Stud to Stud (face—nail) (2) 16d common 24" o.c. (5) 8dx1-1/2• Nails Ty I Post B e fax. 631 686-6786 SHOE Header to Header (foce—nail) 16d common 16"o.c. Along Edges rn to stud C nection Deta. email. MMacrina@MMArchitectAIA.eom Top of Bottom Plate to Stud (end—nail) (2) 16d common Per Stud S Rafter to Rafter Roof Rafter to Plate Hip Rafter S2to web. MMArchitectAlA.com Bottom Plate to Floor Joist, Band Joist, (2) 16d common Per Foot Connection Detail Wall Stud Detail to Plate Detail " p End Joist, or Blockingface—nail 2 X Ledger fastened These Ions are pe instrument c service and are ° SHOE ( ) i® g the exclusive property of the architect. .ram to wall structure Infringements of the concepts and design ideas FLOOR FRAMING presented on these drawings shall be prosecuted (5) 8d Nails 'Simpson' H2.5 A joist hanger to the fullest extent of the law. Copyright 2020: }- Joist to Sill Top Plate or Girder (toe—nail) (4) 8d common Per Joist Michael Macrino Architect, pc. All rights reserved, ° Bridging to Joist (600 pounds) See Rafter to earn to no art of the I yreproduced of typical exterior of typical g g (toe—nail) (2) 8d common Each End the ex ressed written consentofthearchitec{ut D eta I l partition intersection D eta I l exterior corner post Blocking to Joist (toe—nail) (2) 8d common Each End Post Stroppi Detail (S5) P hip / valley not t0 SCaI@ nOt t0 SCaI@ Blocking to Sill or Top Plate (toe—nail) (3) 16d common Each Block 0 'Simpson' P , rafter rafter Sim son L70 Ledger Strip to Beam (face—nail) (3) 16d common Each Joist L SIMPSON ST G-TIE 0_ ��� Drawing Status Joist to Ledger to Beam (toe—nail) (3) 8d common Per Joist Model 'HRC1. 1" ° a ` Band Joist to Joist (end—nail) (3) 16d common Per Joist o ° NIP 0 beArri i 0 common � � Bond Joist to Sill or Top Plate (toe—nail) (2) 16d common Per Foot ° ° HIP RAFTER 0 ° rafter u joist ha er ROOF SHEATHING ° ° RAFTER ° ° 2"x Le er fastene Structural Panels (see zone diagram) o 0 '- GE a / " (5) ° tow structure Issueo . foi r Interior Zone 8d common 12" o.c. o �/ 8d ills c Po h Rafter IP ■ Perimeter Zone 8d common 6" o.c. o SIMPSON STRONG IE ° C n nectionCOnstlj � 'l 1 Gable Wall Edge Zone 8d common 4" o.c. 'CS20' Coil Str o �. CEILING SHEATHING over every Stu a ssembl Detail 0 Gypsum Wallboard 5d coolers 7" Edge / 10' Feld 8d Nails WALL SHEATHING Roof Beam Hip Rafter Porch Roof Raft to Common Rafter to Structural Panels 8d common 6" Edge /12" Field to Ridge Detail Beam to Post Det S6Hi /Valle Rafter Dtl. I —"(3) 8d Common Nail Garage Door Portal Openings 8d common 3"oc into all framing at Each End of St r p Gypsum Wallboard 5d coolers 7" Edge / 7" Field Wrap CS20 ap Continuous Dates FLOOR SHEATHING (Subfloor) From Porch m. over Roof Bm. Structural Panels Back Dow to Porch Sm. 2/8/21 Issued for Construction (4) 8d Nails plate As Show 1" or less 8d common 6' Edge / 12" Field N If cripple studs are utilized over second fir. 2/9/21 Rev. Exterior Wall Insulation Greater than 1' 10d common 6" Edge /6" Field (8) 8d Nails LEEND NGTN header,then provide one CS18 strap from top plate to cripple stud 5/14/21 Issued for Construction CUTQ ° LENGTN header &from cripple stud to header Lo -Bear'g Hollow SIMPSON STRONG-TIE Fi rglass Column 8/19/21 Issued for Construction O8 8d Nails 'CS20' Coil Strap N over every stud v (8) 8d Nails CUT Q N LENGTH (1,030 pounds) (8) 8d Nails 8d Common Nails CONNECTION OF MULTIPLE PIECES \ �� CLEAR t ch End of Strap .. Q SIMPSON STRONG-TIE OF TOP-LOADED BEAMS(1) 3 SPAN CS18 Coil Strap Porc Girder tp over every jack & king stud Post t earn Strapping SIMPSON STRONG-TIE Simpson 2.5 PP g - 1%"Width Pieces: .� 'CS20' Coil Strap = • Minimum of 3 rows 10d(3"x 0.128")nails at 12"o.c, over every stud first floor Install 'Simpson' CMST16 Y (8) 8d Nails Post (1,030 pounds) for 16 ft wide sliding door Post Base • Minimum of 4 rows 10d(3"x 0.128")nails at 12"o.c. Y Provide strap for • for 14"and deeper beams rt{ LEEND NGTN each jack stud when I' No. Date Description 1� multiple jack studs • If using 12d(3i/4')or larger nails,the number � (g) 8d Nails o (8) 8d Nails Concrete Pier of nailing rows may be reduced by one. ' are required Project Vl � � 3�"Width Pieces: N rim joist H low Porch Colum Proposed• Minimum of 2 rows�"bolts at � = a (8) 8d Nails t Deck Assembl Det it 24"o.c,staggered � ° beam d must th.oterwise,useco evenly ection for Gable Stud Wall First Floor to Second Jack Stud at Addition and beam width.otherwise,use connections for side-loaded beams. Additional nailing or bolting may be S7to Wall Stud Dtl. S8171oor Wall Stud Detail S 9 Header Opening required with side-loaded multiple-member g Renovation beams.Refer to current product literature. Roof Beam —Porch Roof Rafter Bearm For (3) 8d Nails to Post Stroppin S5) SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG-TIE (8) 8d Nails 'CS20'over e Coil Strap Frank 8� over every stud CS20 Coil Strap 'CS20' Coil Strap -a e 1,030 pounds) over every stud over every stud ° ( P ) (1,030 pounds) a Solid ad Post Insid Hollow Column Q (8) 8d Nails \�\ Jennifer Rim Joist (2) 8d Nails blocking r7oo�\ oad-Bear'g Hollow (8) 8d Nails yoist Fiberglass Column u inacci PSPN516Z ,� (2) 8d Nails ao�b\�ptie ° g 5�\\Q (5) 8d Nails ° o P t Base inside RPS28 , MSTC52 J wrap under 'Simpson' H2.5 A ors\ 59 Ian Q, wrap under 20 Ind' Neck Lane.•• sill plate I I ° sill plate 8d Nails H Column a Dt ) •. I I I � '\ c o �\� 1 (8) o w C (se I.. to ,ate ° Peconic, NY p P joist hanger :.:..- ( ) 8dx1NailsTIE I 1 9 IIIIII IIII II 5 1/2 SIMP STRONG- % II II Ilh wall 'CS20' it Strap E—Concrete undation Jurisdiction II IIII foundation IIII P „ II IIII II stud over every d I (8) 8dx1 1/2 Nails 11110, L �� I 8 8d Nails IIII I (8) 8d Nails ( ) Town of Southold Q ;ll III II Suffolk R PIP E Count TER O Y VA TER RIDGE _ Wall Stud to Wall Stud to SIII Plate Cantilevered Wall S d Rim Joist Detail S 11 at Gara e Wall S to Rim to To Plate D S10 all LL g Slid Post Porch Colu n vl Found'n AssemblyD► Drawn By � •� �d ATTIC M.P. `° SS1.5 m Beam to Joist Stro in Checked By: v� �;', 'A / `� Note: STRAPPING INSTRUCTIONS : Simpson H2.5 (ho dipped galv.) y NS 1 1 a Required here note n N q w 1. All Strapping To Be 1-1/4" Wide 20 Ga. Steel M.A.M. a {`. ®, on plans a deck ledger , �• J N ¢ BLOCKING 2, BAYS N or Simpson' Equivalent C520 (coiled strap) (4) 8d Nails Deck Joist BACK ® 48 o.c. — HD detail, same sht. 3b t� Job No. . - Unless Noted Otherwise. � •S'r 32 y 0 �(� for attachment NS1 U ++ \ 2. Use Stainless Steel Straps & Fasteners or to house 2052 a t SECOND FLOOR Soli orner Post Hot-Dipped Golvenized When in Contact > � ¢ 0 Solid Corner Post PP with Pressure treated Lumber. HSS2- S _ a o 4 8d Nails Porch irder Sheet Title = Z 'SIMPSON' HDU8-S 2.5 3. Install Stra in For All New Construction. ( ) w Strapping C Pas to Beam S a 'n Y LINES B tr I� �U ,. ;,, .,... . „ And where noted on plans PP 9 ■ 2-16d Common Si son H2.5 (hot-dipped galv.) Strap et ails 7/8 dia. 4. Install Strapping for Each of the Following: a s a / '+-' 'Sim n' HDU4-SDS2.5 Threaded Rod nails ® 6 o.c. as = HSS2-3-S BLOCKING 2 BAYS V H own •• for full length -Rafter to Rafter over Ridge ost Base Nailing �� NS1-► ELECTRIC, WIRING BACK @ 48" O.C. of stud c -Rafter to Plate to Stud - 1�i a I n Sc h■ �1 C Blocking aS -Hip Rafter to Plate to Stud o ,::, FIRST FLOOR ® Endwall i second floor o -Common Rafter to Hi Valle Rafter O: �► NS1 0 �+ R R. I II o —End Wall Studs to Wall Studs - Framing Details PSPN516Z 4D BEARING WALL (with HVAC has MSTC52 _ _ III —Header to Jack Stud C Crete Pier y R U `PSPN58Z _ /$ dia. Threaed Rod 03 -Jack Stud to Rim Joist C bedded 12" into Concrete0 Wall Rim Joist / P -Conti Cantilevered Stud tost wall below RPszsz BLOCKING 2 BAYS w im son 'SET' Adhesive L If footing occurs BACK @ 48" o.c. 0 / ' -Rim Joist to Sill Plate stall (2)#4 dowels Sheet Number : 'SIMPSON' HDU8 DS2.5'" first floor -Rafter to Ledger with joist hanger in Electrical & HVAC Prcection Guards Gable Wall Blockin Dtl . o Holddown Connect n Dtl. Holddown Conne tion Dtl. -Rafter to Beam to Post Plumb g (� `o -Beam to Post to Floor Beam ck Stra i n '✓ = aE -Floor Beam to Post �� 9, ,. where noted on floor plans for first floor to second floor con ction o -Post to Pier (footing) not to Sale not to Sale p c g) ssem Detail -Joists to Beam