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49938-Z
�o��S�Ff01 0 Town of Southold 11/18/2023 a tk P.O.Box 1179 53095 Main Rd oy o� Southold,New York 11971 a CERTIFICATE OF OCCUPANCY No: 44754 Date: 11/18/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2980 Ole Jule Ln, Mattituck SCTM#: 473889 Sec/Block/Lot: 122.4-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/2/2021 pursuant to which Building Permit No. 49938 dated 10/24/2023 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, includingfire ire repairs, covered front entry and"as built"deck addition,to existing single family dwelling as applied for. The certificate is issued to Cunningham,Matthew&Erin of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46853 6/28/2022 PLUMBERS CERTIFICATION DATED 11/16/2023 is Ruiz ut oriz d ignature �o�SufF i TOWN OF SOUTHOLD �y BUILDING DEPARTMENT N a TOWN CLERK'S OFFICE "oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49938 Date: 10/24/2023 Permission is hereby granted to: Cunningham, Matthew 52 Peale Rd Manhasset, NY 11030 To: Construct repairs, interior alterations and dormer additions to existing single family dwelling as applied for and with flood permit. Replaces BP 46853 At premises located at: 2980 Ole Jule Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 122.4-17 Pursuant to application dated 10/24/2023 and approved by the Building Inspector. To expire on 4/24/2026. Fees: PERMIT RENEWAL $527.30 Total: $527.30 Building Inspector s~ TOWN OF SOUTHOLD saFFnt�°Oay BUILDING DEPARTMENT moo a 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#: 46853 Date: 9/21/2021 Permission is hereby granted to: Cunningham, Matthew 52 Peale Rd Manhasset, NY 11030 To: Construct repairs, interior alterations and dormer additions to existing single family dwelling as applied for and with flood permit. *12= 2u22 AME�VD�Permit:ato include legalize as built addition to deck as applied for with Trustees #10227A. Additional certification may be required. At premises located at: 2980 Ole Jule Ln., Mattituck SCTM #473889 Sec/Block/Lot# 122.-4-17 Pursuant to application dated 9/2/2021 and approved by the Building Inspector. To expire on 3/2312023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $604.40 CO-ADDITION TO DWELLING $50.00 Flood Permit $100.00 ELECTRIC $185.00 S.E0r. , otal: $1,054.60 Building Inspector TOWN OF SOUTHOLD ay BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE �y • SOUTHOLD, NY 'Jlpl � ya�r 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#: 46853 Date: 9/21/2021 Permission is hereby granted to: Cunningham, Matthew 52 Peale Rd Manhasset, NY 11030 To: Construct repairs, interior alterations and dormer additions to existing single family dwelling as applied for and with flood permit. At premises located at: 2980 Ole Jule Ln., Mattituck SCTM #473889 Sec/Block/Lot# 122.-4-17 Pursuant to application dated 9/2/2021 and approved by the Building Inspector. To expire on 3/23/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $604.40 CO-ADDITION TO DWELLING $50.00 Flood Permit $100.00 Total: $754.40 Building Inspector 8/19121,9:37 AM Nut TOWN OF SOUTHOLD—BUILDING DEIPAICENIENT Tovm Hall Annex 5,1375 Main Road P. 0,Box 1179 Southold,NY It 971-0959 Telephone(631)765-1802 Fax(631)765-9502 sm]flu Ildlown 11 V.L��1 ' APPLICATION FOR BUILDING PERMIT For Office Use 0,11y L) PER101T NO. Building Inspecto, S E P - 2 2021 Applications and forms must be filled out in their entire()%incomplete applications will not be accepted. Where the Applicant is not the oviner.an BI TIT'n, T NG J.)E�T. Owner's Authorization form(Page 2)shall be completed: I TO 7 Date: OWNER(S�OF PROPERTY: Name: Ern * MCI 122• Li 11 Project Address: 2c= o1c L %V -Tutir- r'J I L t Email; Phone#: qk1—101 — 01"73 M Mailing Address: 2CV16'0 0, LC TJ_ '0t k c tkft ,rit Q r-N 2-- - w'� *ttX V"_to 1952 CONTACT PERSON: i Ito Name- h C-V\Qf-i Mailing Address-, WOL n' y )S)S I kIq 0 Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name: . ® M Mailing Address: 11 SK Email: MCL%V\ , ZA, _=Pm fooy%. t10%? _Miq 0 Phone U: I A : (01 I-to --kisZE mail, (\a.@ MMB-rq Ldw Ar 1) aft CQNTRACrOR INFORMATION: Name: 96-10—M-Cd ftstoy a.-h or) C o Mailing Address: I'MaL Email: CJDCC)4e1r+@ DESCRIPTION OF PROPOSED CONSTRUCTION -IDemolition ated Cost of Project: Ilklew Structure I(Addition XAMteration )(Repair L Estim Clother Will the lot be re-graded? 11Yes KNO Will excess fill be removed from,premises? (]Yes KNO https://attachment.outlook.live.net/owa/MSA*/`3Aecunningham5*/`40hotm 9Q.&owa=outlook.live.com&scriptVer=20210802002.12&animation=true Page 1 of 1 8/19/21,9:38 AM PROPER11Y INFORMATION Existing use of property: Resl Intended use of property: &r%it,* Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to r% this prop"? ®Yes (No IF YES,PROVIDE A COPY. 14 0 Check Box After Read Ing: ibeownerfconttactmidesign PtafelmiGnAt 4-timponsible foratldiaiu;e and stocrn vrater issur.%;m prowimo by wptcr U6 of the Town Code.APFUCA-WN is HOW MADE taft BWft Drpartment for the iss'wm Of a ZA&4 Permit pmuzatto the WkHR Zone Ordin3me of ttxa Town of Soulhold,SW*6 County,Neva York and other applicable 1--urs,oldipar=s Qr FtezutiVorn,16C the construction of bVWnZ1;' additions,alterations or ter ramovat or dtmoftbn as herein described.The appllicw,agnm to cw*.with#9 apovrAble laws,ordmances,buming code, houilng code And tcgvl;liona and toadmftautthorfted kispectocs on premises and 6n buildinsts)for necessary Inspectiom F&Ise itAtcnxnt!6 made hgmin are pva sh3bte=a Cll;w A miscicmesnor purr tant to SecLion 210.45 of the New York Sigler"Law. Application Submitted By'P • e): XAuthorfied Agent ClOwner Ch gy I Signature of Applicant- Pt Vr Date: STATE OF NEW YO SS: COUNTY OF IL P being duly Sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the AT. (Contractor,4ent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this j �day 203d �6u Elizabeth wheeler NlotarYf Public IS otary Public State OfNewYork Qualified imSUffolk County No.01WH6279176 Comm expires 64/08/203i, ' PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 0A i at residina ILI ft -~- —I - q - —ft-- pC d" ereby rtchacl - : Cftoap;Iyon my behalf to the Town of Southold Building Department for approval as described herein. �LQ 1 0(1///1w12-1 M-merr''s Signature Date 110 1 0 Print Owners Name https://attachment.outlook.Iive.net/owa/MSA`/`3Aecunningham5*/`40hotm...9Q.&owa=outlook.live.com&scriptVer=20210802002.12&animation=true Page 1 of 1 SO�Tyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 iQ sean.devlinO-)town.southold.ny.us Southold,NY 1 197 1-0959 OIyCQU1Y BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: . Matthew Cunningham Address: 2980 Ole Jule Ln city:Mattituck st: NY zip: 11952 Building Permit* 46853 section: 122 Block: 4 Lot: 17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Temp Electric License No: 1334ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 36 Ceiling Fixtures 28 Bath Exhaust Fan 2 Service 3 ph Hot Water 30A GFCI Recpt 11 Wall Fixtures 8 Smoke Detectors 8 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 34 CO Detectors 2 Sub Panel A/C Blower 1 Range Recpt 50A Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Heat Detector 1 Disconnect Switches 33 4'LED Exit Fixtures Pump Other Equipment: Oven, Fridge, Mini Fridge, W/D, DW, Central Vac Notes: Two Story and Service Inspector Signature: d Date: June 28, 2022 S.Devlin-Cent Electrical Compliance Form �r1OFSO U _ m U 1 'of 1 Town Halt Annex 'Telephone(631)765-)802 54375 Main Road N Fax(631)765-9502 P.U.Box 1179 ' Souchold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD I NOV 1 7 2023 JGI N CERTIFICATION Date: l LO 20z 3 Building Permit No. � Owner:-/L,) �t �l f`'I :��c -1-ri2 j 4 (Please print) Plumber: U s (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plum ers Si acute) Sworn to before me this �(Q� day ofi�Q"r , 20 2 LUCY M.CORONA Notary Public,Stein of New York No.U 1 C06263696 Quaiined in Nassau County Commission Expires June 11,20 ZL (-),UWA/f)(InA l Notary Public, Nm;5" County # # TOWN OF SOUTHOLD BUILDING DEPT. °�yCnurm 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] OUGH PLBG. . [ ] FOUNDATION 2ND ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION / [ ] PRE C/O REMARKS: (� No P I-0, b6)"Ia� DATE INSPECTOR OF SOUTyO L4 b (-" 5 sue" Lzcl V o af J,,/, / l # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycouun ' 765-1802 1-US;PECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ]: INSULATION/CAULKING' [ . ] FRAMING/STRAPPING [ ] FINAL Y [ ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] `FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: � O AL& kwe-� c4 , MC2 \A (2 DATE Z INSPECTOR �.. f OF SOUIyO - - �o L4 (a -ea 3 2iI_ # # TOWN OF SOUTHOLD BUIL� • �o G DEPT. cou 631.765-1802 \ INSPECTION""---,., [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION �= [ ] ELECTRICAL (ROUGH) NA ELECTRICAL (FINAL) [ ] CODE VIOLATION ir3 PRE C/O [ ] RENTAL REMARKS: wv^d c kAryff DATE6 /21/,e�,7L — IINSPECTOR .7�E����� 0FS0UtyO� -- # f TOWN OF SOUTHOLD BUILDING DEPT. cou 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 R MARKS: I Vw► 'D -cAq'i/u,-x 4o Tlo� -�dFOOWIAA ?i .G� DATE Y?/ INSPECTOR �oy�aoF SOUT�olo - - - * # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND NSULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL Tom/ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL Oo��REMARKS- lvm6vL b (o �ffs;-�A It. NtAvei� bm/ 6 b"p,- , 6A bvettuvrA o DATE 'J INSPECTOR 7'7% . C IO K11C.UALL MACIZINA ARCUITLCT, P.C. 21 Main Street, Stony Brook, NY 11 790 P. 631 686-6585 F. 631 686-6786 MMArchitectAIA.com Date: November 15, 2022 To: Town of Southold Building Department 54375 Route 25 Southold,NY 11971 Re: Inspections (framing, strapping,plumbing& insulation) for Repair of Fire Damage for 2980 Ole Jule Lane,Mattituck,NY 11952 Permit#46853 For whom it may concern, I have personally inspected the above mentioned home for framing, strapping, plumbing and insulation and to the best of my knowledge, it all appeared to be as per plan and the 2020 residential code of NYS. I respectfully request that you accept this letter as an approval for the three inspections. Please feel free to contact me directly with any questions. Sincerely, �-D / c � A 31286�Q�� i Michael A. Macrina, AL4 Registered Architect KIICIJALL KJAMNA 41ZC-WITrcT, P.C. 21 Main Street, Stony Brook, NY 11790 P. 631 686-6585 F. 631 686-6786 MMArchltectAIA.com Date: September 5,2023 To: Town of Southold Building Department 54375 Route 25 Southold,NY 11971 Re: Certification of prior-built deck extension Footings,framing& strapping for 2980 Ole Jule Lane, Mattituck,NY 11952 Permit#46853 For whom it may concern, I have personally inspected the above mentioned prior-built deck extension for framing, strapping and footings, and to the best of my knowledge, it all appeared to be as per plan and the 2020 residential code of NYS. Handrails were installed on deck extension as requested and as per code. I respectfully request that you accept this letter as an approval for the above mentioned items. Please feel free to contact me directly with any questions. Sincerely, Al Michael A. Macrina, AIA Registered Architect S EP 2. 6 2023 MAY 31 2023 A 1 J MAY 3 1 2023 T- (A w r cQ4S boo r s . . . e-v I L°4,v, u, rr Y- . � MAY 3 1 2023 'r r f.. t � �F f s t - '_ tee. �•ti w -...N_ ,,+ �\ a • a • T; t� ..�^♦ 4t w`.i. it � i� w.{1'=,t.fi��•'�l'+14� �,.�a"A'� �� t i�� ... 41 IF •,.J,f ^.r.., i �r `� ° � ^�'�.tr,r�r f '�'�+�J;�► � ,r�'s °s`,�.�'A��i���ts '�'•aR� r 1 N O V 1 7 2023 a�XU T:DP,,"C p A. (7 a T0;:' .�'x'�'° fir` -,'t i. , • ��+��Y` ' ,. �c • , c �� , .�r�: .ter'' '��'� "�"..•�r 6 r *.. i MICUALL MACIZINA ARCUITLCT, P-C. 21 Main Street, Stony Brook, NY 11790 P. 631 686-6585 F. 631 686-6786 MMArchitectAIA.com Date: September 15,2021 To: Town of Southold Building Department Attn: Nancy Dwyer 54375 Main Road, Southold,NY 11971 Re: Cunningham Residence—first floor wall construction 2980 Ole Jule Lane Mattituck,NY 11952 Dear Nancy, The above-mentioned project will not have any exterior wall construction on the first floor level. Sincerely, C. S� �VA v ? , Mich el A. Tina Regi tere chitec FOUNDATION(IST ® \ . • 1 • 1 ROUGH FRAMING.& PL UMBING'' STATE ENERGY CODE ADDITIONAkWMkENTS V�Mlffl "A w AA. ��� - Glenn Goldsmith,President �oF sQ(/�r®� Town Hall Annex A.Nicholas Krupski,Vice President to ® 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly � ® � Telephone(631) 765-1892 Elizabeth Peeples ' ® a Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10227A Date of Receipt of Application: September 16, 2022 Applicant: Matthew& Erin Cunningham SCTM#: 1000-122-4-17 Project Location: 2980 Ole Jule Lane, Mattituck Date of ResolutionlIssuance: October 19, 2022 Date of Expiration: October 19, 2024 Reviewed by: Glenn Goldsmith, President Project Description: As-built 12'x12' deck with stairs; and 12'x10' shed. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Michael A. Macrina, RA, dated July 7, 2022, and stamped approved on October 19, 2022. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Glenn GoldeitheP"resident Board of Trustees Glenn Goldsmith,President O��®� SOUfyOl Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly G @ Telephone(631)'765-1892 " Elizabeth Peeples ,'�►c • yo Q � Fax(631) 765-6641 BOARD OF TOWN TRUSTEES NOV 1 7 2023 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE ' ir' 7 t}} 'v, 2097C 'Date:October-l 9,'.2023 THIS CERTIFIES that the existing 12'xl2' deck with stairs, i At 2980 Ole Jule Lane,Mattituck Suffolk County Tax Map#1000-122-4-17 Conforms to the application for a Trustees Permit heretofore tiled in this office Dated September 16,2022 pursuant to which Trustees Administrative Permit#10227A Dated October 19,2022,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for existingl 2'x12' deck with stairs.. The certificate is issued to Matthew&Erin Cunningham owner of the aforesaid property. 4w-1 4-a-1,419 Authorized Signature APPLICATION W PAGE I of a TOWN OF SOUTHOLD FLOODPLAIN DENT-, LOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I GENERAL PROVISIONS (APPLICANT to read and sign): 1. No work may start until a permit is issued. Z The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate, of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to vcrify compliance. 8. I,THE APPLICANT,CERTIFY THAT STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO TH74 T OF MY KNOWLEDGE,TRUE AND ACCURATE. (APPLICANTS SATURE) DATE ECTI N 2: PROP SED DF' . P NT o be completed v APPLICAlr NAME ADDRESS TELF-PHQNE APPLICANT Michael1 mo'crtnc- 8Wo BUILDER ENGINEER 1.l00 .g�r�cyr_Id�C�TION: . • To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot cumber or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark: A sketch attached to this application showing the project location would be helpful. 2q8 o C> 1,t .i e 2 d K rv� 1?c —_vs n-CCL f—fS± side FDP(93) I APPLICATION PAGE 2OF4 DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTUR- TYPE i O New Structure Residential (1-4 Family) Q(Addition O Residential (More than 4 Family) ❑ Alteration ❑ Non-residential (Floodprooftng? ❑ Yes) 0 Relocation ❑ Combined Use (Residential & Commercial) 0 Demolition ❑ Manufactured (Mobile) Home (In Manu- Replacement factured Home Park? O Yes) ESTIMATED COST OF PROJECT- S B. OTHER DEVELOPMENT ACTIVITIES: C1 Fill ❑ Mining O Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) 0 Watercourse Alteration (including Dredging and Channel Modifications) O Drainage Improvements.(Including Culvert Work) ❑ Road, Street or$Ridge Construction ❑ Subdivision (New or Expansion) ❑ Individual Water or'Sr System b ❑ Other (Please SpecirA After completing SECTION 2, APPLICANT should submit form to Local Administrator for retriew. SE T 3 FLOODP[AIN DETERMINATION o be completed by i.C?CA1,ADhiINIS'TRATOR) The proposed development is located on FIRM Panel No., . Dated The Proposed Development: ❑Is +I '�located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FIOODPLAIN DEVELOPMENT PE Wr IS REQUIRED)- ❑ Is Iocated in a Special flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) ❑ Unavailable ❑The proposed development is located in a floodway. FBFM Panel No. Dated ❑ See Section 4 for additional instructions. SIGNED DATE APPLICATION PAGE 3 OF a SECTIOn 4. ADD[TTOI`TAL lNFORMATTON REQUTRED fTo h'c completed by LOCAL ADMINISTRATORI The applicant must submit the documents checked below before the application can be processed: C1 A site plan showing the location of all casting structures, water bodies, adjacent roads, hoe dimensions and proposed development. O Development plans,drawn to scale, and specifications,including where applicable:details for anchoring structures,proposed elevation of lowest floor(including basement),types of water resistant materials used below the first floor,details of floodproofing of utilities located below the first floor and details of enclosures below the first floor. Also 0 Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). fJ Plans showing the extent of watercourse relocation and/or landform alterations. O Top of new fill elevation Ft. NGVD (MSL). ❑ Floodprooftng protection level (non-residential only) AFC NGVD (MSL). For floWd oofed structures, applicant must attach certification from registered engineer or architect. O Certificati`o`from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting gibs finding must also be submitted_ 0 Other: E PERMIT DMRMIN611QN m leted' AL AD IN T R I have determined that the proposed activity. A.O Is B.❑ is not in conformance with provisions of Local Law # . 19 The permit is issued subject to the conditions attached to and made past of this permit. SIGNED , DATE if BOX to is checked, the Local Administrator may issue a Ddvelopment Permit upon payment of designated fee. If BOX 8 is checlted, the Local Administrator will provide- a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals. APPLICATION a __ PAGE4OF4 APPEALS: Appealed to Board of Appeals? O Yes O No Hearing date: Appeals Board Decision --- Approved? ❑ Yes ❑ No Cooditioas SECTION G• AS QUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures_ This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: Fr. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7 COMPLIANCE AMQN (To be completed by FOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complcic this section as applicable based on-inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? 0 YES ONO DATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENCIES? O YES 0 NO SECTION fl CERTIFICATE OF COMPLIANCE(To be completed by-- ADMINISTRATOR) Certificate of Compliance issued: DATE: BY: Attachment B { SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. AS DIC -J'Ule LCLne_ , PERMIT DATE M0.-M-ttlt,Crc. NJ�1 I 1 Q52 OWNERS NAME AND ADDRESS: CHECK .ONE: Fr/n C%-A—n 1 i nq heAm O NEW BUILDING JO EXISTING BUILDING ❑ VACANT LAND t •�1'. THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HE, CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19-, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: C/C(93) / �- BUILDING DEPARTMENT- Elect "cal Inspe �O Gym TOWN OF SOUTHOLD WE Town Hall Annex 54375 Main Road - PO Ro 1176EB 0.92022 ^+ Southold, New York 11971-0959 ®�,�0• � Telephone (631) 765-1802 - FAX (631) 765-9592wy�OFsG p-r rogerr(a)southoldtownnv.gov — seand@southoldtownny.aov o APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Z S ZZ. Company Name: Te/Yl 6 upGT�C- Electrician's Name: G. License No.: /33 Elec. email: Iran/ L -e-o m Elec. Phone No:r� Zo 440 ❑I request an email copy of Certificate of Compliance Elec. Address.: `/d jelire estoer ALre, Awdrolle Al. i 1 70/-owgs JOB SITE INFORMATION (All Information Required) Name: grA r t/ Address: a o oc.e ,Yule ZAg0• rr rude Aj.V. 119 s'Z Cross Street: IV e ,uj Sjen2,,je Phone No.: Bldg.Permit#: 4,6$ s-,3 email: Tax Map District: 1000 Section: / Z Z Block: 'P Lot: 17 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): c-/-J0'•¢A1;19W- 15's�vt c49- Square Footage: I A q7.6 Circle All That Apply: Is job ready for inspection?: 0 YES❑ NO Rough In ❑ Final Do you need a Temp Certificate?: © YES❑NO Issued On Temp Information: (All information required) Service Size[-1-711 Ph❑3 Ph Size: 90 U A # Meters�_ Old Meter# ❑New Service[:]Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground L]Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? D Y XfN Additional Information: PAYMENT DUE WITH APPLICATION /< CP OSUFFQI'��' BUILDING DEPARTMENT- Elect ical Inspe TOWN OF SOUTHOLD H 2 Town Hall Annex- 54375 Main Road - PO Bo 176E8 0 9 202 �+ Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-95G2w:v or S0U 1-16LD roaerr(cDsoutholdtownny aov - seanda-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Z S zz Company Name: Te/r! 6;uPGT2�c- Electrician's Name: SJ!cfRV G. $/lx TEe-- License No.: /33 Y Elec. email: co rw Elec. Phone No:r4 go 40 0 I request an email copy of Certificate of Compliance Elec. Address.: 11°0 , 1lle Ah /170/•-071S JOB SITE INFORMATION (All Information Required) Name: ,die I Al G vAi i W6 0,4 rv7 Address: v!e w� rr rue-k ns. . 19.s'Z Cross Street: Phone No.: Bldg.Permit#: 1 'r3 email: Tax Map District: . 1000 Section;. / L 2 Block: Lot: 11 BRIEF DESCRIPTION OF'WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): e pipet. CV/A acd, �MAW ce- Square Footage: -q-zf7A Circle All That Apply: Is job ready,for inspection?: YES❑ NO Rough In ❑ Final Do you need a Temp Certificate?: © YES❑ NO Issued On Temp Information: (All information required) 1 Ph 0 3 Ph Size: � A # Meters _ Old Meter# Service Size� ❑New Service❑Fire Reconnect❑Flood Reconnect[]Service Reconnect❑Underground[Overhead #Underground Laterals R 1 2 ' H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ll�' dD PERMIT# Address: Switches Outlets GFI's I Surface Sconces H H's :. U C Us Fans :.:.. Fridge . .. .. . ... ...... H11V Exhaust Oven W/D Smokes DW _ Mini Carbon :,.. .. „;. .IVI`i"cro..... .. .....:.... ._...... ..,. ;...,. ..... Geniator.. ComfSo:. :..Transfer'Cod _ .. �.�ran er AC AH Hood Service .. Ve . . 'Amps �-Ha `lJsed� Special: _. . Comments: 00 hc a r-n-i2 jume6,,r tc Z 2,e)V az P� 2,0 A-.JAI P� lj e w -- 7- U / Z z 0 �/ at)19-,-f l 2, 2-6 V W� � r2 f/�23 l3 ,4/// 1)4-4 /-/4 -OLH ltlz- 24,4 N-H MICUALL MACIZINA Arzc-liTLCT, P.C. & - 21 Main Street, Stony Brook, NY 11790 P. 631 686-6585 F. 631 686-6786 MMArchitectAIA.com Date: September 1,2021 To: Town of Southold Building Department 54375 Main Road, Southold,NY 11971 Re: Building Permit submission for Cunningham Residence 2980 Ole Jule Lane Mattituck,NY 11952 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) ✓ Res Check ✓ Contractors insurance certificates ✓ Survey/site plan 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 mmacrinagmmarchitectaia.com Sincerely, Michael A. Macrina,ALA Registered Architect MIC-OAC L MACRiNA ARC-liTP-cT, P.C.- 21 Main Street, Stony Brook, NY 11790 P. 631 686-6585 F. 631 686-6786 MMArchitectAIA.com Date: 10/26/22 To: Town of Southold UV Building Department Southold Town hall Annex L 54375 Main Road OCT 2 8 2022 P.O Box 1179 Southold NY 11971 Lgjmp'T Dnn- Re: Deck/Shed legalization permit TOWN UF 2980 Ole Jule Lane, Mattituck NY 11952 For Whom it May Concern, Please see enclosed the followin paperwork for the submission to Building Department for the legalization of existing deck and>X * (4)Full size architectural drawing of existing deck and shed * (3)Copies of survey v/ (1)Building application V (1)Copy of Wetlands permit 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 mmacrinagmmarchitebtaia.coin Sincerely, Michael A. Macrina,ALA Registered Architect Pontino, Susan From: Pontino, Susan Sent: Friday, December 23, 2022 10:11 AM To: Immacrina@mmarchitectaia.com' Subject: Cunningham, 2980 Ole,Jule Lane, Mattituck Good morning, The amendment to legalize the as built deck has been approved. There is a fee due of $115.20. Thank you. susaw T>owt%wo, sew%or Offiae �ss%stawt sui3anp@southoldtowrmy.gov Southold Town Building Department PO Box 1 179 Southold NY 1 1971 631 -765-1802 i Horton, LisaMarie From: Erin Cunningham <ecunningham5@hotmail.com> Sent: Wednesday, May 24, 2023 3:21 PM V To: Horton, LisaMarie Subject: [SPAM] - Re: Cunningham Hi there, Ok. Thanks very much. I also have a question about the deck and the most recent addition to the list of items for CO. We had a fire at the house in the middle of COVID when the world closed down,prices of everything skyrocketed, and supply chains were haulted. I wish we didn't have to do any construction, and it has been a huge expense to put everything up to code after the fire above and beyond insurance coverage. This construction took way longer than expected due to COVID and put our family into a financial crisis. The fire did not effect the deck and the deck was at the house prior'to our purchase - and we had a CO for it. All along during this 2 year process it was never mentioned that we had to do anything other than railings on the stairs of the deck. Why at this juncture (after everything is done)now, do we have to do this hurricane strapping, and why was this not mentioned earlier on when contractors were at my house during construction? We've done everything that has been asked from the village to code, and appreciate the process for the safety of homeowners. It's definitely important work and we respect it immediately. However, this last ask will destroy many parts of the current deck and cost over$6000 to fix - and thousands more to replace the Trex decking if destroyed during the process of lifting them up to do the expected work. Can I grieve this portion and can we get our CO/permit completed with everything else done? Construction is now exhorbitantly expensive. It is harder to find contractors to do these kinds of jobs, and it will take a long time to get on the waitlist for someone to do this. Respectfully, can someone please review the deck as there must-be something simpler that we can do to bring it to code without destroying it?We, unfortunately, can not personally fund this huge expense that was out of our control. Kindly, Erin Cunningham Permit Number:46853 Sent from my iPhone On May 24, 2023, at 1:01 PM, Horton, LisaMarie<lisamarieh@southoldtownny.gov>wrote: Thank you for letting me know. I will check with John, he may need to drive by to confirm the removal. 1 From: Erin Cunningham <ecunningham5@hotmail.com> Sent:Wednesday, May 24, 2023 9:34 AM To: Horton, LisaMarie<lisamarieh@southoldtownny.gov> Subject: Re: Cunningham Erin&Matthew Cunningham 2980 Ole Jule Lane Mattituck,NY 11952 917-701-0773 i Permit Number:46853 To the Village Building Department: The shed in question in the rear of our home has been removed.It will not be returned. Sincerely, Erin Cunningham Erin Cunningham Please confirm receipt of this message. From: Horton, LisaMarie<lisamarieh@southoldtownny.gov> Sent:Tuesday, March 14, 2023 3:16 PM To:ecunningham5@hotmail.com <ecunningham5@hotmail.com> Subject: Cunningham Please see attached. Z&aM zrie-9lorton Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 2 I Horton, LisaMarie From: Horton, LisaMarie Sent: Friday, May 26, 2023 9:31 AM To: 'Erin Cunningham' Subject: RE: Cunningham Good Morning Erin, I gave John the message regarding the shed removal. John will still needito see the handrail to 2"d floor, self-closing door to the garage, and exterior deck handrails. Please call the office to schedule the inspection when you are ready. 631.765.1802 Kinds Regards, Lisa From: Erin Cunningham <ecunningham5@hotmail.com> Sent:Wednesday, May 24,2023 9:34 AM To: Horton, LisaMarie<lisamarieh@southoldtownny.gov> Subject: Re: Cunningham Erin&Matthew Cunningham 2980 Ole Jule Lane Mattituck,NY 11952 917-701-0773 Permit Number:46853 To the Village Building Department: The shed in question in the rear of our home has been removed.It will not be returned. Sincerely, - Erin Cunningham Erin Cunningham Please confirm receipt of this message. From: Horton, LisaMarie<lisamarieh@southoldtownny.gov> Sent:Tuesday, March 14, 2023 3:16 PM To:ecunningham5@hotmail.com<ecunningham5@hotmail.com> Subject:Cunningham Please see attached. Z&a arie.Morton Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 1 1 Horton, LisaMarie From: Erin Cunningham <ecunningham5@hotmail.com> Sent: Wednesday, May 24, 2023 9:34 AM To: Horton, LisaMarie Subject: Re: Cunningham Erin&Matthew Cunningham 2980 Ole Jule Lane Mattituck,NY 11952 917-701-0773 Permit Number:46853 To the Village Building Department: Wo he shed in uestion in the rear o our home has'been;�removed,It-will.not be: efuinad:' Sincerely, Erin Cunningham Erin Cunningham �• _ Please confirm receipt of this message. From: Horton, LisaMarie<lisamarieh@southoldtownny.gov> Sent:Tuesday, March 14,2023 3:16 PM To:ecunningham5@hotmail.com<ecunningham5@hotmail.com> Subject:Cunningham Please see attached. Z&aMarie.7lorton Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 Pontino, Susan From: Michael Macrina <mmacrina@mmarchitectaia.com> Sent: Friday, November 17, 2023 2:02 PM To: Pontino, Susan;Jacqueline Lehan; Erin Cunningham Subject: Cunningham - permit#4685-3-- c.o.final paperwork Attachments: 2980 Ole Jule Lane - solder certification:pdf; 2980 Ole Jule Lane -trustees final.pdf, IMG_ 9215jpg; IMG-9212jpg Hi Susan, Please see attached the following paperwork and photos as requested in order to obtain the c.o.for 2980 Ole Jule Lane, Mattituck(permit#46853) -trustees compliance (final) -solder certification from plumber - photos of the repaired deck to be legalized Let me know if you need anything else from us in order to close out the permit. Thanks! Sincerely, . Mike NOV 1 7 2023 M%chaeL Macritwa Architect, pc AIA PUILDEIG DEPT, 97 Main Street Suite L Stony Brook, NY 11790 Phone (631) 686-6585 ext. 105 Email mmacrina@MMArchitectAIA.com 1 TOTAL PLOT AREA: 14.904 SO. FT. t�ryA AIL IF,�J I cygN ' 14Nn �bN/AYPq �` 1'24. 0'f NOW OR f'Oq-11 OP y0 FE•,�ye O ebrs At F W Ci�(tQC p 93• I w a k Ile LLJ Q W -f O�LK hN O J 0 N J z1 ",t A97NLTD7if1./Y ,� J . t0 a - `_' N55'19'20"W ^n 1 152.39' D NOW OR FORMERLY OF MELLO ECEIVE D S EP 1 6 2022 SonOmwTowR Board otrnstrxs THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD,IF ANY,HOT SHOWN ARE NOT GUARANTEED, THIS SURVE WAS PREPARED INLAND SURSWt(WCVEYORS. THE EX[STNG CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YOWL STATE ASSOCIATION ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF KC 2219,OF THE NEV YORK STATE EDUCATION LAW.COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S'Z SEAL DI EMBOSSED SEAL SHALL N0T BE C6VSIDERED TO HE A VALID TRUE CI1PY.NO OFFICIAL OF THIS STATE,OR OF ANY CITY,CDLNTY,TWN OR Vn.19 THEREIN.CHARGED VRH THE ENFORCEMENT OF LAWS.OR➢IMANCES OR REGULATIONS SHALL ACCEPT IXt APPROVE ANY PLANS OR SPECOTCATI@IS THAT ARE HOT STAMPED,CERTIFICATI@IS INDICATED HEREDN SHALL RUN MLY TO THE PERSON_ FOR TO T THE SURVEY ss PREPARED.AND ON NIS B CERTIFICATIONS TITLTHE AREpRE FID TRANSFERABLEANYNT TO ADDITIONAL INS IAL AGENCY AND IUTIONS OR SUBSEDUELISTEN OWNERS AND W THE ASSIGNEES OF T!{E LENMNG INSTITUTIOK SUFFOLK COUNTY TAX MAP DIST: 1000 SECT: 122 BLK: 4 LOT: 17 MAP NO: DATE: •• Wallace T Byan LOT(S). LkamedLmd SiWveyor MAP OF: DESCRIBED PROPERTY MAINTAINING THE RECORDS OF l BURTON, BE�•& H,/RENOT h SMITH LOCATION: MATTITUCK 559 MrdRoad R ek TOWN OF SOUTHOLD. COUNTY OF SUFFOLK. STATE OF NEW YORK - J Bayport New York 11705 � � o SURVEYED: OCTOBER 1. 2010 �8pJf3 RTIGI n 7O: SAFE HARBOR TITLE AGENCY, LTC.TITLE it SH102928 (631)472-1770 MATTHEW CUNNINGHAM &ERINSC NN NCHAM PANY Fax 472-1771 I WELLS FARGO BANK. N.A. SCALE: 1"=30' FILE NO: 1 0-296 TOTAL PLOT AREA: 14,984 SQ. FT. t Cy FEa1N 44 t'UNjMP N L c �Su/ 24,20„ NOW OR FORS D—NOT Lq FR �V ' La � E AY J IEalS OF A1c c ` La, cARTyY 0 W a, 'f 82.93, c W , SIP 1.9 U { . : O # cm a Ld Ilep Roo �9 _ M 4 � Q l c .4. o. \ p 4.- -------- 5.3' a' WATER LO " BB.3 METER M V . J Z c pNEo N o N ASPHALTDMIEWAY SHED ^� 223' M i t z :•.'':GONG WALH• :. i.' CO 13 W. FE6.YN •_ �• c r ' PWNC .GATE .OWN LINK FENCE fEan-,j FECL&N N5 o19'20»W �fE 152.39' s m LAND NOW OR FORMERLY OF MELLO i THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. ANY ALTERATION OR ADDITION TO THIS SURVEYORS A VIOLATION OF SECTION 7209, OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. NO OFFICIAL OF THIS, STATE, OR OF ANY CITY, COUNTY, TOWN OR VILLAGE THEREIN, CHARGED WITH THE ENFORCEMENT OF LAWS, ORDINANCES OR REGULATIONS SHALL ACCEPT OR APPROVE ANY PLANS OR SPECIFICATIONS THAT ARE NOT STAMPED. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING 'INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. SUFFOLK COUNTY TAX MAP DIST: 1000 SECT: 122 HLK: 4 LOT: 17 MAP NO: DATE: Wallace T. Bryan. r�'-- LOT(S): Licensed Land Surveyor ,` ` " MAP OF: DESCRIBED PROPERTY MAINTAINING THE RECORDS OF BURTON. BEHRENDT & SMITH 4V LOCATION: MATTITUCK TOWN OF SOUTHOLD. COUNTY OF SUFFOLK, STATE OF NEW YORK 559 Middle Road. 1 SURVEYED: OCTOBER 1 , 2010- Bayport,New York 11705 r ,�, ,�►* r` CERTIFIED TO: SAFE HARBOR TITLE AGENCY, LTD. TITLE # SH102928 (631)472-1770 COMMONWEALTH LAND TITLE INSURANCE COMPANY MATTHEW CUNNINGHAM & ERIN CUNNINGHAM Fax 472-1771 9 WELLS FARGO BANK, N.A. SCALE: 1 "=30' FILE 'NO: 1 0-296 TE A�® CERTIFICATE OF LIABILITY INSURANCE DA08/3120221 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Diana Garrera NAME: Protection Plus Associates Inc acNN Ext: (973)579 6776 ac No: (973)579-0111 PO Box 4 E-MAIL d arrera SBOnelnsurance.com ADDRESS 9 96 US Hwy 206 North INSURER(S)AFFORDING COVERAGE NAIC# Augusta NJ 07822 INSURER A: Great Divide Insurance Company 25224 INSURED INSURER B: AmGUARD Insurance Company 42390 Advanced Restoration Corp INSURERC: Harleysville Insurance Company 23582 151 Lafayette Road INSURER D: INSURER E: West Babylon NY 11704 INSURER F: COVERAGES CERTIFICATE NUMBER: 2021-2022 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCEALMLIbULSK POLICY EFF POLICY EXP LIMBS LTR INSD WVD POLICY NUMBER MMIDD MM/DD X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DA E O'ENT 100,000 CLAIMS-MADE X OCCUR PREMISES Ea occurrence $ X Professional Liability MED EXP(Any one person) $ 5,000 A X Contractors Pollution Liability Y Y ECP01526476-20 02/12/2021 02/12/2022 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY ❑X ipn LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: I $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident ANYAUTO BODILY INJURY(Per person) $ B OWNED �/ SCHEDULED Y Y ADAU238079 01/12/2021 01/12/2022 BODILY INJURY(Per accident) S AUTOS ONLY /� AUTOS X HIRED �/ NON-OWNED PROPERTYDAMAGE $ AUTOS ONLY /� AUTOS ONLY Per accident 2)del 2011 Dodge 2895 $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2,000,000 A EXCESS LIAB CLAIMS-MADE Y Y FFX1526477-20 02/12/2021 02/12/2022 AGGREGATE $ 2,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ Bailees'customer C C16C3351 01/12/2021 01/12/2022 Limit 750,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached If more space Is required) Description of Operation:Full Service Restoration&Mitigation and General Contracting.--Certificate Holder is included as an Additional Insured to the above captioned General Liability(excluding professional liability)Auto Liability,and Excess Liability Policies on a primary and non-contributory basis for work the insured is performing along with Completed operations provided a written contract exists requiring such a status. Per the terms of the policy, coverage for an additional insured is Contingent upon an underlying written agreement with the named insured requiring such coverage. Waiver of subrogation applies to the above General Liability,Auto Liability and Excess Liability Policies. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southhold ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Road AUTHORIZED REPRESENTATIVE RO.Box1179 Southhold NY 11971-0959 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD NYSI F New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 113485582 ADVANCED RESTORATION CORP Lis 151 LAFAYETTE ROAD 0 WEST BABYLON NY 11704 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER ADVANCED RESTORATION CORP TOWN OF SOUTHHOLD 151 LAFAYETTE ROAD 54375 MAIN ROAD WEST BABYLON NY 11704 P.0.BOX 1179 SOUTHOLD NY 11971-0959 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11344 200-9 812151 07/01/2021 TO 07/01/2022 8/31/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1344 200-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT BRIAN G MARTIN SEC/TREASURER ROSE A MARTIN ADVANCED RESTORATION CORP 20F2 THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 107654506 U-26.3 rtew workers CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured ADVANCED RESTORATION, CORP. 151 LAFAYETTE ROAD 6314222100 WEST BABYLON, NY 11704 Work Location of Insured(Only required if coverage is specifically limited to 1 c.Federal Employer Identification Number of Insured certain locations in New York State,i.e.,Wrap-Up Policy) or Social Security Number 11-3485582 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Standard Security Life Insurance Company of New York Town of Southhold 54375 Main Road 3b.Policy Number of Entity Listed in Box Ilia" P. O. Box 1179 R19157-000 Southold, NY 11971 3c.Policy effective period 10/1/2017 to 8/30/2022 4. Policy provides the following benefits: ❑K A.Both disability and paid family leave benefits. ❑ B.Disability benefits only. ❑ C.Paid family leave benefits only. 5. Policy covers: ❑) A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as de sc' d above. Date Signed 8/31/2021 By . (Signature of insurance carrier's authoriz d representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (212) 355-4141 Name and Title SUPERVISOR-DBL/POLICY SERVICES IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note: Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) III Ill°°°1°1°1°°1°1°111°11°11°111°�II III Generated by REScheck-Web Software Compliance Certificate Project Cunningham Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2980 Ole Jule Lane Matthew and Erin Cunningham Michael Macrina Architect, p.c. Mattituck, NY 11952 2980 Ole Jule Lane 21 Main Street Mattituck, NY 11952 Stony Brook, NY 11790 Corn pl!a - trade-off Compliance: 1.2%Better Than Code Maximum UA: 245 Your UA: 242 Maximum SHGC: 0.40 Your SHGC: 0.29 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. Prop. Req. Prop. Req. Perimeter Flat Ceiling: Flat Ceiling or Scissor Truss 991 30.0 0.0 0.035 0.026 35 26 Sloped Ceiling: Cathedral Ceiling 148 30.0 0.0 0.034 0.026 5 4 First Floor Wall:Wood Frame, 16"D.C. 1,216 21.0 0.0 0.057 0.060 60 63 Solid Door:Solid Door(under 50%glazing) 18 0.300 0.320 5 6 Door: Glass Door(over 50%glazing) 65 0.300 0.320 20 21 SHGC: 0.26 Windows:Wood Frame 80 0.300 0.320 24 26 SHGC: 0.30 Second Floor Wall:Wood Frame, 16"o.c. 1,073 21.0 0.0 0.057 0.060 54 57 Window: Wood Frame 131 0.300 0.320 39 42 SHGC: 0.30 Compliance Statement: The proposed building design described here is consistent with the building plans, pecif!cations, and other calculations submitted with the permit application.The proposed building has been d d to th 018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirem Ec eck Inspection Checklist. Iry A. 7 7 Name-Title Signature ;AJ Date VA -1 fV Project Title: Cunningham Report date: 08/31/21 Data filename: Pagel of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value. Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and J❑Complies 103.2 documentation demonstrate IE]Does Not [PR1]1 energy code compliance for the building envelope.Thermal f []Not Observable !envelope represented on i❑Not Applicable construction documents. 103.1, ;Construction drawings and '' ❑Complies ; 103.2, I documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable :Systems serving multiple ❑Not Applicable dwelling units must demonstrate ;compliance with the IECC ,:Commercial Provisions. ; 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr UDoes Not [PR2]2 }on loads calculated per ACCA Coolin g Cooling: j 'Manual J or other methods Btu/hr Btu/hr E❑Not Observable ; approved by the code official. ❑Not Applicable i Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Cunningham Report date: 08/31/21 Data filename: Page 2 of 9 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 ;A protective covering is installed to ;❑Complies [FO11]2 i protect exposed exterior insulation UDoes Not land extends a minimum of 6 in. below ;❑Not Observable; !grade. :❑Not Applicable 403.9 ;Snow-and ice-melting system controls;[]Complies [FO12]2 installed. ;❑Does Not 4) ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Cunningham Report date: 08/31/21 Data filename: Page 3 of 9 i Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Door U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ❑Does Not ;tab/eforvalues. [FRl]1 ❑Not Observable G :❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope assemblies 402.3.1, average). '❑Does Not ;table for values. 402.3.3, 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 U with the NFRC test procedure or ❑Not Observable ;taken from the default table. ; I❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ; [FR23]1 :installed per manufacturer's ❑Does Not U instructions. III ❑Not Observable j ❑Not Applicable 402.4.3 :Fenestration that is not site built ;❑Complies [FR20]1 '.is listed and labeled as meeting ❑Does Not J AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 1400 that do not exceed code ❑Not Applicable limits. 402.4.5 ;IC-rated recessed lighting fixtures ❑Complies ; [FR16]2 isealed at housing/interior finish ❑Does Not I and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable I ❑Not Applicable 403.3.1 :Supply and return ducts in attics IE]Complies [FR12]1 Hnsulated >= R-8 where duct is ❑Does Not >=3 inches in diameter and >_ U ;R-6 where < 3 inches.Supply and ❑Not Observable return ducts in other portions of , ❑Not Applicable ,the building insulated >= R-6 for diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. 403.3.2 ;Ducts, air handlers and filter ❑Complies [FR13]1 :boxes are sealed with ❑Does Not V !joints/seams compliant with ❑Not Observable ;International Mechanical Code or ; International Residential Code,as( ❑Not Applicable applicable. i 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not 9 ❑Not Observable ; I❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 ;above 105°F or chilled fluids ;❑Does Not below 55 4F are insulated to >_R- I }3 ; ;❑Not Observable ; :❑Not Applicable 403.4.1 ;Protection of insulation on HVAC I❑Complies [FR24]1 piping. f❑Does Not 9) 1❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ;❑Complies [FR18]2 >_R-3. ❑Does Not , 9j ;❑Not Observable I :❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Cunningham Report date: 08/31/21 Data filename: Page 4 of 9 Section Plans Verified Field Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.6 Automatic or gravity dampers are( ;❑Complies [FR19]2 installed on all outdoor air ;❑Does Not intakes and exhausts. y i❑Not Observable I �❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Cunningham Report date: 08/31/21 Data filename: Page 5 of 9 Section TPans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID T 303.1 ;All installed insulation is labeled �❑Complies ; [IN13]2 1 or the installed R-values ElDoes Not k provided. ❑Not Observable ; i �❑Not Applicable 402.1.1, ;Wall insulation R-value.If this is a: R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, �mass wall with at least 1/z of the ❑ Wood ❑ Wood ;❑Does Not ;table for values. 402.2.E wall insulation on the wall ;❑ Mass ❑ Mass :[-]Not Observable [IN3]1 ;exterior,the exterior insulation ; I requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 ;Wall insulation is installed per ! S❑Complies ; [IN4]1 manufacturer's instructions. I E❑Does Not ❑Not Observable I I �❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Cunningham Report date: 08/31/21 Data filename: Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceding insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood :[]Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel :❑Not Observable 402.2.6 E❑Not Applicable I � 1 I 1 1 1 1 1 1 I 303.1.1.1, ,Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. I❑Does Not [FI2]1 :Blown insulation marked every ❑ 300 ft2. Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not !to soffit and eave vents that ❑Not Observable ,extends over insulation. I ❑Not Applicable ; 402.2.4 ;Attic access hatch and door R- ; R- ;❑Complies [FI3]1 :insulation >_R-value of the :❑Does Not adjacent assembly. :❑Not Observable I :❑Not Applicable � I I 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 I<=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ; [FI27]1 ;determine air leakage with ft2 ft2 :❑Does Not :either: Rough-in test:Total ❑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 1 , 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 ;including the manufacturer's air handier enclosure. 1 I I 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 I<=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in : ,❑Not Observable ;tests,verification may need to ;❑Not Applicable ; .occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies ; (FI24]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 1EIDoes Not heating and cooling systems and !initially set by manufacturer to ❑Not Observable +code specifications. ❑Not Applicable ; 403.1.2 ;Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable i❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]2 'systems have automatic or ❑Does Not accessible manual controls. 1 ❑Not Observable ; ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Cunningham Report date: 08/31/21 Data filename: Page 7 of 9 I Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 Al mechanical ventilation system f❑Complies ; [FI25]2 sfans not part of tested and listed !❑Does Not j HVAC equipment meet efficacy ;and airflow limits per Table }'❑Not Observable i R403.6.1. t❑Not Applicable 403.2 Hot water boilers supplying heat j ❑Complies ; [FI26]2 through one-or two-pipe heating ( ❑Does Not systems have outdoor setback j 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 a pipe.Gravity and thermos- ❑Not Applicable jsyphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal +for hot water demand within the occupancy.Controls automatically turn off the pump ; when water is in circulation loop is at set-point temperature and j no demand for hot water exists. 403.5.1.2 j Electric heat trace systems ❑Complies ; [F[29]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 i piping. c 403.5.2 Demand recirculation water ❑Complies ; [F130]2 j systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable !water entering the cold water ❑Not Applicable piping to <= 1044F. 403.5.4 Drain water heat recovery units ❑Complies ; [FI31]2 tested in accordance with CSA ❑Does Not j 1355.1. Potable water-side (,pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable 4 individual units connected to one a or two showers. Potable water- side pressure loss of drain water i heat recovery units < 2 psi for !individual units connected to Ithree or more showers. 404.1 190%or more of permanent ❑Complies ; [FI6]1 'fixtures have high efficacy lamps. ❑Does Not ❑Not Observable I I❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not []Not Observable ; ❑Not Applicable 401.3 ;Compliance certificate posted. ❑Complies ; [FI7]2 ❑Does Not 1[]Not Observable I ;❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Cunningham Report date: 08/31/21 Data filename: Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 Manufacturer manuals for j❑Complies [F[18]3 mechanical and water heating �'❑Does Not systems have been provided. ❑Not Observable ; IE]Not Applicable ; Additional Comments/Assumptions: 1 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Cunningham Report date: 08/31/21 Data filename: Page 9 of 9 �J( 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.30 0.26 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments fob OCCUPANCY OR APPROVED AS NOTED USE IS UNLAWFUL DATE: 9 a� a� B.P.# �0�5 WITHOUT CERTIFICATE FEE. - BY.: OF OCCUPANCY NOTIFY BUILDING DEPARTV: N'T AT 765-1802 8 AM TO 4 PM OR THE FOLLOWING INSPECTIONS. 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH FRAMING & PLUMBING 3. INSULATION 4. FINAL -CONSTRUCTION MUST DC�1�9�'L`l WITH ALL CODES O BE COMPLETE FOR C.O. NEW YORK STATE & TOWN CODES, -ALL CONSTRUCTION SHALL MEET THE AS REQUIRED AND CONDITIONS Or REQUIREMENTS OF THE CODES OF NEW SOUTHOLD TOWN ZBA YORK STATE. -NOT RESPONSIBLE FOR - DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUST r-:S N`(�.DEC FLU 1 COMPLY WITH CHAPTER 14 FLOOD DAMAGE PREVENTION RETAIN STORM WATER RUNOH PURSUANT TO CHAPTER 236 OF THE TOWN CODE. TRUSS PLACARDING REQUIRED Fire sepam'don required as pet NYS Cod emmmvamcmmmumm PLUMBING ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFQF,F SITE PLAN SCALE: 1" = 20' SHEET INDEX VF PLACARD CODE DATA BUILDING DATA Sheet No. Description NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, • 2020 RESIDENTIAL CODE OF NYS FLOOR AREA BREAKDOWN Code Data PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER • 2020 RESIDENTIAL CODE OF NYS FOR C-1 CONSTRUCTION IN RESIDENTIAL STRUCTURES Floor Level Existing Proposed Total Al Building Data (In accordance with Title 19 NYCRR PART 1265) GRAVITY & LATERAL DESIGN (braced wall method ) Cellar Level (finished) Scope Of Work TO: Town of Southold U• APPENDIX J OF THE 2020 RCNYS Lot Description a Mi First Floor Level 1,353sq.ft. 1,353sq.ft. C OWNER OF PROPERTY: Matthew&Erin Cunningham (sect. AJ4 and AJ5) rn Vicinity Map SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): • TOWN OF SOUTHOLD ZONING CODE Second Floor Level 948 sq.ft. 176 sq.ft. 1,124 sq.ft. MaC r� rla Plot Plan / Zoning Analysis 2980 Ole Jule Lane, Mattituck, NY 11952 Q J SCTM#1000-122-4-17 USE: Single Family Detached Residential Attic Level A.rC h i to C PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): CONSTRUCTION: Wood Frame (un-sprinklered) O /- General Notes � Total 2,301 sq.ft. 176 sq.ft. 2,477 sq.ft. J a Itm es C ree K G 1 Building Requirements ❑ New Residential structure ENERGY CODE COMPLIANCE METHOD 21 Main Street Stony Brook NY 11790 Bud g Code © Addition to Existing Residential Structure Garage m 386 sq.ft. 386 sq.ft. ® Rehabilitation to Existing Residential Structure These plans have been prepared as per section phone. 631 686-6585 N 1102.1.5 - Total UA Alternative Path by a, fax. 631 686-6786 I Iq.66' Energy Notes TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT N_ email. MMacrina@MMArchitectAlA.com G-2 utilizing REScheck-Web Software N 3102-r'2Q PROPERTY REFERENCE ABOVE WILL UTILIZE web. MMArchitectAlA.com high water mark Insulation Schedule (check each applicable line): (see attached REScheck Calculations) These plans are an instrument of service and are m Insulation Details ❑ Truss Type Construction(TT) Contractor to coordinate and schedule all required inspections with the exclusive property of the architect. 0' third party testing N agency. Infringements of the concepts and design ideas k dry El Pre-Engineered Wood Construction(PW) AREA DIAGRAM / CLASSIFICATION presented on these drawings shall be prosecuted -Air seal inspection (if required) to the fullest extent of the law. Copyright 2020: ❑ Timber Construction(TC) -Insulation inspection Michael Macrina Architect, pc. All rights reserved, existing Al .1 Demo Plan Floor PIanS -HVAC duct leakage inspection (if required) Area of no part of the plans may be reproduced without wood IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE): Fire Damage the expressed written consent of the architect. -Blower Door Test tiulkhead ❑ Floor Framing, Includi g Qi dersand Beams F Al 2 Demo Elevations ❑ Roof Framing(R) Climatic & Geographic Design Criteria : Table R301.2(1) Drawing Status existing El Framing a d Roof n9(FR) a) shed Ground Snow Load: 20 psf N existing existing existing A2.1 First Floor Plan SIGNATURE: DATE: / Speed: 130 mph ultimate wind speed(actual 128 mph) _J Existing Existing patio A/C unit deck I Topographic Effects: No Unexcavated Crawl Space Details PRINT NAME: N CAPACITY(Co ne) Owner ❑ Owner's Representative o Wind Exposure Category: B U Issued Window Schedule r = Seismic Design Category: B � � Special Wind Region No x -x C® nS�.IUCtI ® Proposed A2.2 Second Floor Plan 6 DIAMETER a Wind Bome Debris Zone Yes t K. I Second Floor Addition Over Roof Framing Plan o Existing --W� --J Two-story Exsting House a Weathering: Severe I / REFLECTIVE RED REFLECTIVE WHITE E Frost Line Depth: Winches Dwelling Footprint A3.0 p existing I Foundation Plan PANTONE#187 garage I / o Termite: Moderate to Heavy Plumbing Riser Diagram Dates 14- N 8/27/21 Issued for Construction to ex Area of Existing 9/15/21 Issued for Construction A3. 1 Structural Floor Plans --- Winter Design Temperature 11°F Deck / Fire Damage Ice Barrier Underlayment Required Valley's&Eave Perimeter / Proposed Braced Wall Plans , Flood Hazards N/A existing existing existing Proposed Second Floor A3.2 driveway walkway landing Addition Over Air Freezing Index s18 o Existing I Roof 5__ ___a Overhang Exsting House ; Mean Annual Temp. 52.1° F O Living Space LL Elevations ° 'Classificaiton Existing Footprint A4.1 Component and Cladding Loads: Table R301.2(2) u Garage Alteration -� Level 2 as per (V / Sect.AJ6 Sections 1/2" M ZONE 4 18.2 -19.0 (7 2 s.f.) o I A5. 1 STROKE ZONE 5 18.2 -24.0 M The construction type In Details designation shall be ZONE 1 16.7 -18.0 ClassifcaitonQ "II" „II" "IV"or"V" No. Date Description o Repairs as per N to indicate the construction o ZONE 2 16.7 -21.0 sect.AJ4& s / ry A6. 1 Strapping Details classification of the DESIGNATION FOR STRUCTURAL ZONE 3 16.7 -21.0 Project -4-L structure under Level 1 ash per COMPONENTS THAT ARE OF section 602 of the BCNYS p Proposed Nailing Schedule ZONE 1 10.5 -16.0 Sect.AJ5 Existing Roof Overhang $,40� _ 40„ Proposed �,y TRUSS TYPE CONSTRUCTION 42 o 0 0 (611 s.f.) Landing (40 s.f.) Framing Details Fire Repair, Interior 00, l;00a e� "F" FLOOG RDERSA D BEAMS LUDING ! T ZONE 2 10.5 -29.0 Utility Protection Detail • ZONE 3 10.5 -43.0 Classificaiton KS Alterations ii t R ROOF FRAMING Repairs as per J�I =� UiL®ING " " F ZONE 1 10.0 -18.0 sect.AJ4& ,F FR FLOOR AND ROOF FRAMING O Alteration STANDARDS AND CODES 0 M ZONE 2 10.0 -30.0 Level 2 as per Area of Sect.AJ6 Additions o ZONE 3 10.0 -46.0 Fire Damage (393 s.f.) N a I I � f-'o ' I'l � Zone Diagrams : a) For J I R I Plroposed addition 2 0 (88 i fi ft Electric Power Lines � �'' 2 O Classificait on: Matthew Gas,oil, 3 3 Additions per � � 2 , sect.AJ801 THIS IS AN ARCHITECTURAL SITE PLAN BASED ON INFORMATION FROM A Communication Lines,CATV k - p 5 3 4 5 '- 2 2 Existing & Erin SURVEY PREPARED BY : [� Potable 5 5 o s 3 3 FERe ving Space �' "'� � Reclaimed Water, Irrigation,Slurry a s a a a � ssificaitonSewers and Drain Lines 5 5 5 5 NCunningham Wallace T. B an L.S. Q Knm mat's beIbW. Gable Interior pairs as per O y Temporary Survey Markings Wall \ ® Zone p sAte anon 2980 Ole Jule Lane Bayport, NY Call[?afore ou di p Zone stX Zone eter Proposed gaft addition Level 1 as per YF � Proposed Excavation October, 2010 Classificaiton: Sect.AJ5 Mattituck, NY 11952 VICINITY MAP MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Table R301.5 Additions as per (555 s.f.) sect.AJ801 USE LIVE LOAD DEAD LOAD Jurisdiction Exterior Balconies and decks 40 psf 10 psf SCOPE OF WORK Town of Southold Fire Escapes 40 psf 10 psf Suffolk County Passenger Vehicle Garages 50 psf as per plan Repair of fire damage to consist of the following: Unhabitable ATTICS without Storage 10 psf 10 psf Unhabitable ATTICS with Storage 20 psf 10 psf • Remove and replace damaged subfloor where noted on plans Drawn By: Habitable ATTICS and ATTICS E.C. -u 30 psf 15 psf • Remove and replace damaged sillplate where noted on plans ,�.'" served with fixed stairs 0) �+ Checked By: T ROOMS other than sleeping rooms 40 psf 15 psf • Remove and replace damaged wall studs where noted on plans '; ?� M.A.M. :.j�✓. : ,., e Sleeping Rooms 30 psf 15 psf p ZONING ANALYSIS LOT DESCRIPTION y - Stairs 40 psf 10 psf • Remove and replace damaged windows and doors where noted on plans Job No. �k v. Guards and Handrails 200 psf lateral • Remove and replace damaged drywall and insulation where noted on plans 2101 e j LOT# N/A • Remove and replace damaged siding and wall sheathing where noted on plans Sheet Title': Zone: R. 40 Lot Coverage Calculations 2980OleJuleLn, Guard in-fill components 50 psf max. allowed lot coverage �Matiituck,NY 11952 Lot Area - 14,984 s.f. (.343 acres) g SUBDIVISION MAP OF �i ROOFS 30 psf 15 psf / v V Min. Required -40,000 s.f. lot area x 20% o Described Property ALLOWABLE DEFLECTION : Table R301.7 • Remove and replace damaged roofing where noted on plans Cover Sheet 14,984 s.f. x 20/a p • Remove and replace garage roof . Yards:RRequired: = 2,996.8 s.f. Structural Member Allowable Deflection p g g Site Plan Fro=50 ft 2,996.8 s.f. > 2,476 s.f. (conforms) SECTION / BLOCK/ LOT : 1000-122-04-17 Rafters having slopes greater than 3/12 with no L/1so Proposed Interior Alterations Side= 15 ft(min.) allowed existing ( finished ceiling attached to rafters. Project Data Side=35 ft(total) (no change in LOT AREA= 14,984 .343 acres) Proposed Plumbing Work � house footprint) � Interior Walls and Partitions H/180 Rear=50 ft p ) Proposed Second Floor Addition Over Existing House Footprint ZONING DISTRICT: R-40 Floors and Plastered ceilings L/360 - - `J�-T,� -, 1 ,- BuildingHeight: above average elevation . g All other Structural Members L/240 Proposed Roof Overhang Over Front Landing ( ;-� ; maximum allowed=35 ft of existing natural grade proposed=23.5 ft. along street side of home Exterior Walls with plaster or stucco finish H 360 , Sheet Number : p / Install new hardwired /interconnected smoke & Exterior Walls - wind loads a with brittle finishes H/240 carbon monoxide detectors throughout entire house r SEP 7 Maailuckl �A �{ Exterior Walls - wind loads with flexible finishes H/120 as per code. q' Lintels Supporting Masonry Veneer Walls L/600 Proposed HVAC (see attached manual J, D, S) f[d`t r -_..,....;_, ,.• '' ' Go-,cle Note : L=Span Length, H=span Height Proposed Electrical Work (to be filed separate) GENERAL CONDITIONS CONCRETE GLAZING DRYWALL 1. All work shall conform to the codes listed on the cover sheet. 1. Foundation walls are to be a minimum of 3,000 psi,unless noted 18. PARTITIONS Fireblocking Materials: 1. Hazardous locations.The following shall be considered BATHROOM WALLS&CEILINGS: 1/2" mold&moisture resistant Equipment Sizing. Heating and cooling equipment shall be sized in accordance with All codes shall supercede the drawings and shall be incorporated into otherwise on plans. a. 2"x nominal lumber,or two thicknesses specific hazardous locations for the purposes of glazing: gypsum board with one coat of with ACCA Manual S based on building loads calculated in accordance with ACCA the drawings,whether they are indicated on the plans or not. GENERAL b. Two thicknesses of 1"x nominal lumber with broken la joints a. Glazing in fixed and operable panels of swinging, sliding door tape and three coats of spackle Manual J or other approved heating and cooling ;I''i \ .", P 1 pp g of g calculation methodologies.New or 2. All concrete work shall comply with the requirements of the American a. All framed walls are to be 2"x4"or 2"x6"wood studs at 16"oc and bifold door. 2. Contractor shall check and verilyall dimensions, notes and conditions Concrete Institute(ACI)and the 2020 RCNYS. unless noted otherwise on plans. c. One thickness of 23/32"wood structural with joints backed up by replacement heating and cooling equipment shall have an efficiency rating equal to :,�`# SHOWER WALLS&CEILINGS: 1/2" cement board � � at the site before any construction work is started.The Contractor shall plan dimensions indicate the following stud sizes: 23/32"wood structural panels. b. Glazing in storm doors. with one coat fiberglass tape or greater than the minimum required by federal law for the geographic location ., ' notify the Architect of any discrepancies or conflicts in the drawings 3. All concrete shall be air-entrained.Total air content(percent by volume 1-1/2" 2"x4"on the flat and one coat of thinset where the equipment is installed. 0 o d. One thickness of 3/4"particleboard with joints backed by 3/4" and/or field conditions before starting the work.The discovery of of concrete)shall not be less thasn 5/o or more than 7/o. 2-1/2" 2"x3"stud at 16"oc c. Glazing in all unframed swinging doors. „ particleboard. Manual J&S is required for any new or replaced heating or cooling equipment discrepancies after beginning the work shall be the full responsibility 3-1/2" 2'x4 stud at 16"oc GARAGE WALLS&CEILINGS: 5/8"type-x gypsum board i � lh .--a � ' of the Contractor to correct. 4. Garage slabs, carport slabs, exterior steps and porch slabs are to be 5-1/2" 2"x6"stud at 16"oc e. 1/2"gypsum board d. Glazing in doors and enclosures for hot tubs,whirlpools, saunas, where noted on plans with one coat of tape and KA a minimum of 3,500 psi. f. 1/4"cement based millboard steam rooms, bathtubs and showers. Glazing in any part of a three coats of spackle ELECTRICAL 3. Contractor shall report any discrepancies in plans and details to the b. Splices of the top and bottom portion of the double top plate must building wall enclosing these compartments where the bottom Owner and/or Architect at once. Demolition or excavation may reveal 5. The nominal maximum size of coarse aggregate shall not exceed be staggered as minimum of 24". g. Batts or blankets of mineral wool to be securely retained in place exposed edge of the glazing is less than 60 inches measured BOILER ROOMS/CLOSETS 5/8"type-x gypsum board 1. All electrical work shall conform to rules and regulations of the NA .-a c,-,- r i n .-a conditions other than those assumed on the construction drawings. one-fifth the narrowest distance between forms or three-fourths the vertically above any standing or walking surface. with one coat of tape and 2017 National Electric Code, NFPA 70-2017 and the 2020 It is the responsibility of the contractor to notify the Architect and/or clear spacing between reinforcing bars or between as bar and the side c. Joints in top plates need not to occur over studs. three coats of spackle Residential Code of NYS. Owner immediately if the occurs. of the form. FIRE PROTECTION OF FLOORS e. Glazing in an individual fixed or operable panel adjacent to a door 2. The Electrical equipment and wiring shall be installed in accordance /k rC h i te Ct d. Lap top plates at corners and intersections. shall be considered to be a hazardous location where the bottom BASEMENT WALLS&CEILINGS 1/2" mold&moisture resistant with chapters 34 thru 43 of the 2020 Residential Code of NYS. 4. Contractor shall locate&stake out all existing underground utilities 6. Forms shall be made of wood, steel, aluminum, plastic, a composite of Any top plates that are cut to fit ductwork, headers, pipes,etc. shall 1. All floor assemblies are to be fire-resistance rated with a minimum of 1/2 exposed edge of the glazing is less than 60 inches above the floor gypsum board with one coat of prior to any excavation.Any utilities shown on the plans are an cement and foam insulation, or other approved material suitable for be strapped with a metal strap as specified on plans. gypsum wall board,5/8"wood structural panel or equivalent on the underside or walking surface and it meets either of the following conditions: tape and three coats of spackle 3. Electrical work to be Fire Underwriter's inspected and approved. 21 Main Street Stony Brook NY 11790 approximate location only and shall be verified by the Contractor. supporting and containing concrete. Forms shall provide sufficient of the floor framing member. Penetrations or openings for ducts,vents, 4. All electrical outlets in"wet"areas to be round fault interrupter strength to contain concrete during the concrete placement operation. e. Plates shall not be less than 2 x nominal thickness. electrical outlets,lighting, devices, luminaires,wires,speakers, drainage, e.1 Where the glazing is within 24 inches of either side of the TYPICAL(all other areas) 1/2" sum board with one g P gypsum (G.F.I.)type. phone. 631 686-6585 5. Contractor shall be responsible for scheduling all required inspections Form ties shall be steel, solid plastic,foam plastic,or other suitable piping and similar openings or penetrations shall be permitted. door in the plane of the door in a closed position. coat of tape and three coats with the authorities having jurisdiction. material capable of resisting the forces created by fluid pressure of f. Notching:Any stud in an exterior wall or bearing partition shall be of spackle 5. Working clearance dimensions around electrical panel to be a fax. 631 686-6786 freshly poured concrete. permitted to be cut or notched to a depth not exceeding 25%it's width. Exceptions: e.2 Where the glazing is on a wall perpendicular to the plane of minimum of 36"deep x 30"wide x 6-6"high. email. MMacrina@MMArchitectAIA.com 6. Contractor shall be responsible for obtaining all required paperwork Studs in non-bearing partitions shall be permitted to be notched to a. Floor assemblies located directly over a space protected by an the door in a closed position and within 24 inches of the 6. All electrical work to be performed web. MMArchitectAIA.co from their subcontractors as required by the authority having jurisdictton. 7. Do not pour in temperatures less than 40 degree weather, nor when a depth not to exceed 40%of a single stud width. Refer to details automatic sprinkler system in accordance with Section P2904, hinge side of an in-swinging door. p ed by a local licensed electrician. m FLASHING / SEALANTS / TAPES The Contractor shall obtain and deliver to the Ownerthe certificate of freezing conditions are expected in less than 24 hours. for excessive notching studs. NFPA 13D, or other approved equivalent sprinkler system. Ground-Fault Circuit-Interrupter Protection. mesa plans are an instrument of service and are the exclusive property of the architect. f. Glazingin an individual fixed or operable anal that meets all of 1. Contractor to provide metal or soft flashing where framing lumber is LOCatIOnS. Infringements of the concepts and design ideas occupancy and/or certificate of compliance. b. Floor assemblies located directly over a crawl space not intended P P P g g 8. Install Tuff-N-Dry'exterior foundation waterproofing system or g. Drilling:Any stud shall be permitted to be bored or drilled, provided the following conditions shall be considered to be hazardous location: in contact with soil or concrete. o for storage or fuel-fired appliances. presented on these drawings shall be prosecuted 7. Do not scale drawings.Written dimensions shall take precedence approved equal unless a different product is specified in the plans. that the diameter of the resulting hole is not more than 60/o of the 1.All bathroom receptacles are to have G.F.C.I. protection. to the fullest extent of the law. Copyright 2020: over scale. Exterior foundation waterproofing system is to be installed from stud width,the edge of the hole is not more than 5/8"to the edge c. Portions of floor assemblies shall be permitted to be unprotected f.1 The exposed area of an individual pane is larger than 9 sf. 2. Contractor to provide continuous(coil) hidden metal flashing where 2.All garage&accessory buildingreceptacles are to have Michael Macrina Architect, pc. All rights reserved, 9 Y P 9complying g ps of level roofs intersect with vertical wall surfaces. See plan for g g ry G.F.C.I.protection. the art of the ions may bottom of footing continuous) u to the finished rode line. of the stud, and the hole is not located in the same section as a cut where with the following: top p y be reproduced without 8. Any deviation from the Architect's drawings must be discussed with or notch. Studs located in exterior walls or bearing partitions drilled f.2 The bottom edge of the glazing is less than 18 inches above metal specification. 3.All outdoor receptacles are to have G.F.C.I. protection. the expressed written consent of the architect. 0 o c.1 The aggregate area of the unprotected portions does not exceed the Architect for approval. 9. All footings are to be reinforced with rebar as per details in the plans. over 40/o and up to 60/o dhall be doubled with not more than two the floor. 4.All crawls ace receptacles are to have G.F.C.I. protection. 80 square feet per story. P P successive doubled studs bored. Refef to details for excessive 3. Contractor to provide metal step flashing around all chimneys, skylights 5.All unfinished basements receptacles r P adequately g protecting P P g g g g P g glazing p p Iles are to have G.F.C.I.protection. Drawing Status : 9. Contractor shall be responsible for ode uatel bracing and rotectin 10. Contractor shall provide and install all cast in lace anchor bolts, hold drilling of boring of studs. c.2 Fireblocking in accordance with Section R302.11.1 installed along f.3 The to edge of the lazin is more than 36 inches above the and where sides of sloped roofs intersect with vertical wall surfaces. 9 all work during construction against damage, breakage, collapse, down straps, basement sashes, crawl space vents,etc.as per plans. the perimeter of the unprotected portion to seperate the unprotected floor; and All metal flashing shall extend up vertically a minimum of 4"from the 6.All kitchen receptacles that serve countertop surfaces shall have distortion and misalignment according to applicable codes, standards h. Fire Blocking as required portion from the remainder of the floor assembly. roof surface. See plans for metal specificaiton. G.F.C.I. protection. and good practice. f.4 One or more walking surfaces are within 36 inches measured g P d.Wood floor assemblies using dimension lumber or structural composite 7.All laundry, utility and bar sink receptacles that are located within Eft. Bearing Walls: horizontally and in a straight line, of the glazing. 4. Contractor to provide metal cap flashing over all windows and exterior STRU TU RAL TEE lumber equal to or greater than 2-inch by 10-inch nominal dimension, of the outside edge of the sink are to have G.F.C.I. ro 10. All work shall be performed in a first class manner with all new materials. a. Partitions must be constructed of minimum 2"x4"studs spaced at doors. See plans for metal specification. g IP tection. The Contractor shall provide all equipment, labor and materials 1. All structural steel shapes shall have the following properties: 16"oc of type of lumber specified unless otherwise noted on plans. or other approved floor assemblies demonstrating equivalent fireperformance. g. Glazing in guards and railings, including structural baluster panels 8. Electrically heated floors, hydromassage bathtub, spa and hot tub necessary for the proper execution and timely completion of the work. Wide Flange ASTM A992 Fy=50 ksi and nonstructural in-fill panels, regardless of area or height above 5. Contractor to provide copper step flashing for all masonry chimney to locations are to have G.F.C.I. protection. The Contractor shall be responsible for all materials and equipment Angles&Channels ASTM A36 Fy=36 ksi . b. If a double top plate of less than(2)2 x is used,floor joists shall be 2. Combustible Insulation Clearance a walking surface shall be considered to be a hazardous location. roof intersections.The flashing is to extend vertical) u against the Issued for P9.All receptacles within 6 feet of the outside edge stored at the job site. Plates ASTM A36 Fy=36 ksi centered directly over bearing wall studs below with a tolerance of Combustible insulation shall be separated not less than 3 inches from chimney a minimum of 4"and let-into horizontal masonry joints 4". P of a bathtub or Hollow Structural Shapes ASTM A500 GR B Fy=50 ksi no more than 1". recessed luminaires,fan motors and other heat-producing devices. h Glazing in walls,enclosures or fences containing or facing hot tubs, shower stall are to have G.F.C.I protection. 11. The Contractor shall have the building department approved plans and spa's,whirlpools,saunas,steam rooms,bathtubs,showers and indoor or 6. Flash, caulk and seal all junctions of new roofs,walls and Construction any other approved plans and permits on the job site throughout the 2. All bolts are to be 3/4"dia. conforming to ASTM A325,type X. c. Interior bearing stud walls must be sheathed with a minimum of Exceptions outdoor swimming pools where the bottom exposed edge of the glazing is penetrations,to form a watertight assembly. Arc-Fault Circuit-Interrupter Protection. entire project. Install each bolt with a hardened washer under the nut or head, 1/2"gypsum board fastened as per nailing schedule with required Where heat-producing devices are listed for lesser clearances, less than 60 inches measured vertically above any standing or walking Locations. whichever is turned for tightening. fire blocking. combustible insulation complying with the listing requirements shall be surface shall be considered to be a hazardous location. This shall 7. Spaces to be caulked shall be clean and dry,joints more than 3/4" 12. All Contractors and Subcontractors shall be licensed and insured. separated in accordance with the conditions stipulated in the listing. apply to a single glazing and each pane in multiple glazing. deep shall be solidly filled with a neoprene rope or backer rod. 1.All branch circuits that supply 120-volt, single-phase, 15&20 amp 3. All structural steel exposed to the weather shall be hot-dipped galvanized d. All interior load bearing walls and exterior walls shall have 2"x cross outlets installed in kitchens,family rooms,dining rooms, living rooms, 13. The Architect is not responsible for construction means, methods, after fabrication conforming to ASTM A123&A153. blocking of similar width at stud midspan. Exception: 8. All caulked joints shall ber full continuous,waterproof,neatly wiped parlors,libraries,dens,bedrooms,sunrooms,recreations rooms,closets, techniques, sequences, procedures or for the safety precautions and WINDOWS / EXTERIOR DOORS Glazing that is more than 60 inches measured horizontally off or pointed and tooled where exposed to view. hallways,laundry areas and similar rooms or areas shalll be protected by programs in connection with this project. 4. All welding shall conform to AWS code D1.1 'Structural Welding Code' Nailing: and in a straight line,from the water's edge of a bathtub, hot tub, a combination type arc-fault circuit interrupter installed to provide for steel, latest edition. a. All nailing shall comply with the latest fastener schedule shown on 1. All exterior windows and doors shall be designed to resist the spa,whirpool or swimming pool or from the edge of a shower, 9. All windows and exterior door flanges are to be taped with a'Tyvek' protection of the branch circuits. Dates 14. Contractor to follow all manufacturer's specifications, recommendations the plans. component and cladding wind loads specified on the cover sheet. sauna or steam room. or approved equal flashing tape. Jambs first then head over jamb tape. and installation details on all products used in this project. Contractor 5. All structural steel shall be given one shop coat of paint of not less than Single-and Multiple-Station Smoke Alarms. 8/27/21 Issued for Construction shall notify the Architect of any conflict between the plans and 2.0 mils dry film thickness conforming to steel structural painting Openings: 2. All exterior windows and sliding doors shall be tested by an approved i Glazing adjacent to stairs, landings and ramps where the bottom 10. All windows and exterior door flanges are to have a metal pan or a All smoke alarms shall be listed in accordance with UL 217 and manufacturer's specifications, recommendations and installation council SSPC paint 2, 13 or 14. a. All framed openings in wall shall have a minimum of a single jack stud independent laboratory,and bear a label identifying manufacturer, exposed edge of the glazing is less than 36"above the plane of soft flashing pan over the rough sill framing continuously up each side. installed in accordance with the provisions of Section 9/15/21 Issued for Construction details prior to installation of any products used in this project. plus a single king stud on each side of opening supporting a header performance characteristics and approved inspection agency to indicate the adjacent walking surface of stairways, landings between P R314 of the 2020 Residential Code of NYS and comply with the provisions Contractor shall be responsible for correction of any work that prevents if not specified otherwise on plans. compliance with AAMANVDMA/CSA 101/I.S.2/A440.Exterior side-hinged flights of stairs and ramps shall be considered to be a 11. Penetrations around all pipes,vents, ducts,wires, etc.through ceiling the correct installation of a specified product noted of the plans. MASONRY doors shall be tested and labeled as conforming to AAMANVDMA/CSA hazardous location. and floor levels to be sealed with fire caulk-1 36 by Everkem or equal of NFPA 72. 19. BUILT-UP BEAMS 101/I.S.2/A440 or AMD 100. to meet ASTM 136 testing. Locations. (Section R314.3) 15. The Contractor shall keep the job site clean, safe and free of debris. 1. Masonry shall be installed in running bond with PCL type M mortar. j. Glazing adjacent to the landing at the bottom of a stairway where Single and multiple-station smoke alarms shall be installed in 1. Built-up beams or joists formed by a multiple of 2"x dimensional 3. Garage doors shall be tested in accordance with either ASTM E 330 or the glazing is less than 36"above the landing and within a 60" the following locations: 16. These drawings are the properfi 1. In each sleeping room. y of the Architect and shall no be used 2. Grout for fully grouted units shall conform to PCLY type M mortar. lumber members shall be interconnected as follows: ANSI/DASMA 108,and shall meet the acceptance criteria of ANSI/DASMA 108. horizontal arc less less than 180 degrees from the bottom tread VENTILATION without his consent. Drawings shall not be used for issuing of a a. Members 12"and less in height: nosing shall be considered to be a hazardous location. building permit unless signed and sealed by Michael Macrina Architect,pc 3. All masonry walls shall have'Hohmann&Barnard'#120 Truss-Mesh Glue and nail with 2 rows of 16d nails at 12"oc staggered. 4. Window and glass door assemblies shall be anchored in accordance with the 1. MECHANICAL VENTILATION: 2. Outside of each separate sleeping area in the immediate to be installed continuously at every other course unless specified published manufacturer's recommendations to achieve the design pressure Local exhaust and whole house mechanical ventilation systems are to vicinity of the bedrooms. in the plans.Truss mesh to be hot-dipped galvanized. b. Members greater than 9-1/4"in height or multiple 3"x members: specified.Substitute anchoring systems used for substrates not specified FIREPLACES be designed in accordance with section M1505 of the 2020 RCNYS 3.On each additional story of the dwelling, including basements DEMOLITION NOTES Through bolt with 1/2"diameter machine bolts at 24"oc by the fenestration manufacturer shall provide equal or greater anchoring and habitable attics but not including crawl spaces and uninhabitable 4. All lap splices for reinforcing bars in masonry walls shall be 48X staggered top&bottom, 1-1/2"from edges. performance as demonstrated by accepted engineering practice. 1. Masonry Fireplaces 2. RECIRCULATION OF AIR: attics. In dwellings or dwelling units with split levels and without 1. Prior to demolition,the Contractor shall have all utilities disconnected. bar diameter, unless noted otherwise on plans. Exhaust air from bathrooms and toilet rooms shall not be recirculated an intervening door between the adjacent levels,a smoke alarm such as but not limited to gas, electric,water,telephone, cable, etc. 2. Built-up beams or joists formed by a mutiple of engineered lumber 5. Emergency escape and rescue opening required: Hearth Slab Thickness 4 min.thickness for hearth extension within a residence or circulated to another room and shall be exhausted installed on the upper level shall suffice for the adjacent lower In addition,the Contractor shall obtain utility mark-out prior to members are to follow manufacturer specifications unless noted Unfinished basements, habitable attics and every sleeping room Hearth Extension 8"for fireplace opening less than 6 sq.ft. directly to the outdoors. Exhaust air from bathrooms,toilet rooms and level provided that the lower level is less than one full story No. Date Description commencing demolition or excavation. ROUGH CARPENTRY on plans. where noted on floor plans shall have not less one operable (each side of open'g) 12"for fireplace opening greater than or kitchens shall not discharge into an attic,crawl space or other areas below the upper level. emergency escape and rescue opening.Where basements contain equal to 6 sq. ft. inside the building except for ductless range hoods. Project : 2. Demolition work shall be done in strict conformance with local, state 1. Minimum header size to be(2)2"x6"unless noted otherwise on plan. 20. BOLTS IN WOOD FRAMING: one or more sleeping rooms, an emergency escape and rescue 4. Smoke alarms shall ni installed not less than 3 feet horizontally and federal regulations, including all permits and utility disconnects. opening shall be required in each sleeping room plus one in an Hearth Extension 16"for fireplace opening less than 6 sq.ft. from the door or opening of a bathroom that contains a bathtub g g p ty 9 4 P 9 P Y 3. DOMESTIC COOKING EXHAUST: Proposed 2. All structural dimensional lumber to be dou fir#2 or better with a 1. All bolts in wood framing shall be standard machine bolts with common receation space. Emergency escape and rescue openings (front of opening) 20 for fireplace opening greater than or or shower unless this would prevent placement of`a smoke alarm 9 9 P 9 Y PDomestic cooking exhaust equipment shall discharge to the outdoors sequal to 6 sq.ft. required by Section R314.3. 3. The Contractor shall at all times provide protection against weather minimum Fb=850 and E= 1.4x10 . No SPF lumber may be used standard washers. shall open directly into a public way,or to a yard or court that opens through a duct.The duct shall have a smooth interior surface, shall be (rain,wind, storms,frost or heat)so as to maintain all work, materials, except for sills, plates and blocking. Southern Yellow Pine may be to a public way. Firebox Dimensions 20"min.firebox depth airtight, shall be equipped with a backdraft damper and shall be When more than one smoke alarm is required to be installed within an Fire Repair,equipment and fixtures free from damages. Repair any damage to used as a substitution for doug fir. 2. Each bolt hole in wood shall be drilled 1/16 larger than diameter of bolt. independent of all other exhaust systems. Ducts serving domestic individual dwellin unit the alarm devices shall be interconnected in Interior Exception: Thickness of 8"where firebrick lining is used g property of the Owner which is to remain in use. cooking exhaust equipment shall not terminate in an attic or crawl such a manner that the actuation of one alarm will actiwate all of the Alterations, Basements used only to house mechanical equipment Wall of Firebox3. All exterior lumber to be preservative treated 3. For sill plate anchors, see details on plans. space or areas inside the building.not exceeding a total floor area of 200 square feet. alarms in the individual dwelling unit.The alarm shall be clearly audible in 4. Contractor to provide all necessary temporary supports as may be Distance from top 8"min. required to shore all existing structures prior to the installation of new 4. All lumber that is in contact with masonry/concrete is to be Lag Bolts: 6. Operational constraints and opening control devices: Q( Additionsof opening to Throat Exception: all bedrooms over background noise levels with all intervening doors closed. p structural elements. preservative treated. a. All lag bolts where specified on plans shall be of structural grade steel. ere Wh installed in accordance with the manufacturer's instructions,Emergency escape and rescue openings shall be operational from Combination Detectors. 2. Factory Built Gas&Wood Fireplaces and where mechanical or natural ventilation is otherwise provided, the inside of the room without the use of keys,tools or special knowledge. Combination smoke and carbon monoxide alarms shalll be permitted 5. All existing elements to remain shall be protected during demolition. 5. Engineered lumber(LVL, PSL)to have a minimum Fb=2,850 and b. Washers shall be placed undefr the head of the lag bolts bearing Factory-built fireplaces shall be listed and labeled and shall be installed listed and labeled ductless range hoods shall not be required to s Window opening control devices complying with ASTM F 2090 shall be to be used in lieu of smoke alarms. For a minimum E= 1.9x10 . on wood. Length of lag bolts shall be a minimum 2/3 depth of in accordance with the conditions of the listing, and shall be tested discharge to the outdoors. 6. All existing d permitted for use on windows serving as a required emergency escape ductwork, electrical components, etc. in areas to be members being bolted together. in accordance with UL 127. demolished shall be protected and relocated as required according 6. SHEATHING/SUBFLOOR and rescue opening. Emergency escape and rescue openings shall specified in this section. Power Source. 4. WHOLE HOUSE MECHANICAL VENTILATION SYSTEM: to field conditions. • Each plywood sheet shall bear the'APA'trademark stamp. c. All bolts that in contact with preservative treated lumber or exposed have minimum dimensions as Hearth extensions of approved factory-built fireplaces shall be installed Unless specified otherwise by the HERS rater consultant,the whole The required smoke alarms shall receive their primary 1power from • All plywood end joints shall be staggered and butt along the to the exterior are to be hot-dipped galvanized or stainless steel. in accordance with the listing of the fireplace.The hearth extension house ventilation system is permitted to utilize a bathroom exhaust the building wiring when such wiring is served from a commercial source, Matthew 7. Minimum opening area: and when primary power is interrupted, shall receive power from a 7. Contractor to provide dust-tight:partitions between areas where center lines of framing members. shall be readily distinguishable from the surrounding floor area. fan to run at a continuous rate of 60 cfm as per table M1505.4.3(1) Emergency and escape rescue openings shall have a net clear batte Wirin shall be ermanent and without a discoinnectin switch demolition work is being performed and areas which are finished or • Nails shall be placed 3/8"minimum from the edge of the sheets. battery. 9 P g opening of not less than 5.7 square feet.The net clear opening (( Erin in use. The minimum nail penetration into framing members shall be 5. VENTED ATTICS: other than those required for overcurrent protection. Smoke alarms FIRE BLOCKING / D RAFTSTO P P I N G dimensions required by this section shall be obtained by the normal 1-1/2"for 8d nails and 1-3/8"for 10d nails. p emergency p opening INSULATION For air-permeable insulations invented attics,a baffle shall be shall be permitted to be battery operated when installed in buildings operation of the emer enc escape and rescue o enin from the inside. 1. DRAFTSTOPPING REQUIRED: installed adjacent to soffit and eave vents. Baffles shall maintain an without commercial power. ■ SUBFLOOR: 3/4"rated plywood(48/24) When there is usable space both above and below the concealed space The net clear height opening shall be not less than 24 inches and the 1. Foam Plastic(spray foam)insulation shall have a maximum flame opening equal or greater than the size of the vent.The baffle shall SITE WORK / EXCAVATION to be glued&nailed to each joist of a floor/ceiling assembly,draftstopping shall be installed so that the net clear width shall be not less than 20 inches. spread index of 75 and a maximum of a smoke developed index of 450. extend over the top of the attic insulation.The baffle shall be Carbon Monoxide Alarms. (Section 915 of the 2020 Fire Code of NYS) u n n ngha m 1. Contractor shall locate&stake out all existing underground utilities area of the concealed space does not exceed 1,000 sf. Exception: permitted to be any solid material. Carbon monoxide alarms shall be installed in the following locations: prior to any excavation.Any utilities shown on the plans are an EXTERIOR WALL SHEATHING: 1/2 exterior grade plywood The draftstopping shall divide the concealed space into approximate Grade floor or below grade openings shall have a net clear 2. Foam Plastic(spray foam)insulation shall be separated from the 1.Carbon Monoxide are sleeping on each level on which required 2980 Ole approximate location only and shall be verified by the Contractor. to be fastened to the studs as equal areas. Where the assembly is enclosed by a floor member opening of not less than 5 square feet. interior of a building by an approved thermal barrier of not less than Vent Clearance: q P 9 Jule Lane spaces are located,within of the sleeping area. Mattituck Excavation shall not commence until utility mark-out is completed. per the nailing schedule and above and a ceiling membrane below,the draftstopping shall be 1/2"gypsum board,23/32 wood structural panel or a material that Where eave or cornice vents are installed, insulation a minimum of a More than one carbon monoxide rde alarm shall be the braced wall plan provided in a floor/ceiling assemblies under the following circumstances: 8. Window Sill Height: is tested in accordance with and meets the acceptance criteria of 1"space shall be provided between the insulation and the roof provided NY 1 1952 2. Excavate all areas as indicated in the drawings.All excavations shall Where a window is provided as the emergency escape and rescue both the Temperature Transmission Fire Test and the Integrity Fire sheathing at the location of the vent. where necessary to assure that no sleeping area on a story be the minimum depths rerquired achieving clean undisturbed virgin ROOF SHEATHING: 1/2"exterior grade plywood a. Ceiling is suspended under floor framing opening, it shall have a sill height of not more than 44 inches above Test of NFPA 275 such as'DC 315'or approved equal thermal barrier. is more than 15ft.away from a carbon monoxide alarm. soil with stable moisture content and non-shifting and non-shrinking to be fastened to the rafters as the floor;where the sill height is below grade, it shall be provided with 6. UNVENTED ATTICS: 2. On any story where a fuel-fired appliances and equipment, Jurisdiction soil characteristics.The Contractor shall be responsible for notification per the nailing schedule b. Floor framing is constructed of truss-type open-web or a window well in accordance with Section R310.2.3. 3. Foam Plastic(spray foam)insulation used in attics&crawl spaces As per section R806.5 of the RCNYS solid-fuel burning appliances and equipment, of poor soil characteristics to the Architect and shall snot proceed with perforated members. shall be protected against ignition using one of the following materials: fireplaces or attached garages are located. Town of Southold the work until receiving instructions from the Architect. 7. All framed openings in floors, roofs and ceilings shall have a minimum 9. All exterior windows and doors are to have a maximum U-value of a. 1-1/2"thickness of mineral fiber insulation such as'Roxul'or equal HVAC Interconnection of Carbon Monoxide Alarms&Detectors: of a double header and trimmer unless noted otherwise on the plans. Draftstopping Materials: 0.35 and a maximum solar heat gain coefficient factorof 0.40. b. 1/4"thick wood structural panels Suffolk County 3. The Architect has prepared the drawing and speifications with an Draftstopping materials shall not be less than 1/2"gypsum board c. 3/8"gypsum board Combustion Air When more than one carbon monoxide alarm or detector is required to assumed bearing capacity of 2,1000 pounds per sq.ft. and an assumed 8. All framing to be set plumb, level and accurately cut. or 3/8"wood panels. Draftstopping shall be installed parallel to the 10. FALL PROTECTION: d. 1/4"thick fiber cement board be installed within an individual dwelling unit or sleepiing area,the r framing members.The in integrity of all draftstoppingshall be In dwelling units where the to of the sill of an operable nrindow opening Soild Fuel soil characteristic of sand, silty sand, clayey sand, silty gravel and floor f a ngtag y 9 P P P ,� 9 Burningappliances shall be provided with combustion air in accordance with the alarm devices shall be interconnected in such a manner that the actuation clayey gravel(SW, SP,SM, SC, GM and GC)unless a soil test analysis 9. All Joists and beams set flush with another beam shall be connected maintained. is located less than 24 above the finish floor and greater than 72 Ignition barrier is not required when the foam insulation has been PP P of one alarm will activate all of the alarms in the individual unit. Drawn B has been performed as per table R401.4.1 of the 2020 RCNYS. with a metal joist hanger designed to match the size of the joist/beam above the finish grade or other surface below on the exterior of the tested in accordance with NFPA 286 such as'Quick-Shield 112'or appliance manufacturer's installation instructions.Oil-fire appliances shall be y GISTE P P 1 9 9 J g be provided with combustion air in accordance with NFPA 31. The alarm shall be clearly audible in all bedrooms over background noise �� unless specified otherwise on plans. 2. FIRE BLOCKING REQUIRED: building,the operable window shall comply with one oifollowing: approved equal. P levels with all intervening doors closed. E.C. * SGN 4 1-1 9 4. All excavations for concrete piers and footings shall be a minimum of Fire blocking shall be provided to cut off all concealed draft openings a.operable windows with openings that will not allow a 4"diameter Ducts ' p 3 feet below finished grade unless noted otherwise on the plans. 10. Install double floor joists under all parallel walls above unless noted (both vertical and horizontal)and to form an effective fire barrier sphere to pass through the opening where the opening is on its 4. Insulation to be as specified in the insulation schedule and details. Checked By: CO) .. "j n otherwise on plans. between stories and between a top story and the roof space. Duct Insulation Equipment. a p H largest opened position. n 5. All backfill shall be clean granular fill. Fire blocking shall be provided in wood frame construction in the 5. Insulate around all window&exterior door rough openings with a low All supply ducts in unconditioned attics shall be insulated to a minimum of R-8 Carbon Monoxide alarms shall be listed, labeled as complying with M.A.M. � o �� xr 1 11. All joist hangers and fasteners that are in contact preservative treated following locations: b.operable windows that are provided with window fall prevention expansion foam insulation. All other ducts shall be insulated to a minimum of R-6. UL2034 or CSA 6.19. Carbon Monoxide detectors shall be listed and A0 � ?-ov n 6. No backfill shall be permitted against concrete or masonry foundation lumber or exposed to the exterior shall be hot-dipped galvanized or devices that comply with ASTM F 2090. labeled as complying with UL2075 and shall meet the sensitivity testing Job No. ''` 0?1 'a walls without floor framing or proper bracing as required to prevent stainless steel. a. In concealed spaces of stud walls and partitions, including furred c. operable windows that are provided with window opening control 6. Air Leakage Duct Sealing and alarm thresholds of UL2034 or CSA 6.19.Carbon Mlonoxide alarms, 1 * P P P g All ducts,air handlers and filter boxes shall be sealed.Joints and seams shall be 2101 IV yo Ft damage to foundation walls. N��backfill shall be permitted within a spaces and parallel rows of studs or staggered studs; as follows: devices that comply with ASTM F 2090.The window opening The building thermal envelope shall be constructed to limit air leakage detectors and alarm control units shall be installed in accordance / ,1 1211111MIIIIIII!1=111111 minimum of two weeks after pouring.The Contractor shall be 12. All shims under cellar/crawl space girders are to be steel shims. -vertically at the ceiling and floor levels. p Y P g The sealing methods between dissimilar materials shall allow for made substantially airtight by means of fastners,welds,tapes,mastics,gasketing with the R.C.N.Y.S. and the manufacturers installation instructions. operation to release the control device after op responsible for any damage to concrete or masonry wall. -Horizontally at intervals not exceeding 10 ft. control device, for differential expansion and contraction. Refer to the air barrier and or other approved closure systems. Sheet Title allowing the window to fully open, shall not reduce the net clear 13. Wrap all wood girders that sit in a concrete or masonry beam pocket insulation installation schedule. Power Source. / 7. All grading to drain surface storm water awayfrom foundation walls with soft flashingto prevent direct contact with the concrete/mason b. At all interconnections between concealed vertical and horizontal opening area of the window unit to less than the area required g g a P ry' by section R310.2.1. Duct Support Carbon Monoxide alarms and detectors shall receive their primary power IX at a minimum rate of 5/o slope. spaces such as occur at soffit,drop ceilings and cove ceilings. 7. Insulation&Fenestration Requirement by Component Metal ducts shall be supported by 1/2"with 18 gauge metal straps or 12 gauge from the building wiring,where such wiring is served from a commercial 14. No structural members shall be altered, omitted, notched,cut or Refer to insulation schedule/sections or details galvanized wire at intervals not exceeding 10 feet or other approved methods. source and shall be equipped with a battery backup system that G e n a I Notes 8. Stockpile topsoil for re-use, redistribute topsoil for final grading. relocated without prior approval by the Architect. c. In concealed spaces between stair stringers at the top and bottom of ATTIC / CRAWL S PAC E AC C ES S Nonmetallic ducts shall be supported in accordance with the manufacturers y p power from one or more batteries when primary the run. Enclosed spaces under stairs shall have walls.under-stair surface automatically provides 9. Contractor to excavate all stepped footings as per plans and details. 15. When using dimensional lumber,there shall be not less than one line and any soffits protected on the enclosed side with a 1/2"gypsum board. 1. The Contractor shall provide attic access for any attic areas that exceed installation instructions. power is interrupted.Wiring shall be permanent and without a - Building Code of bridging at every 8 feet of span in floor, attic and flat roof framing. 30 sf, and have a vertical height of 30"or more.The rough framed C LOTH ES D RYE R EXHAUST disconnecting switch other than those required for over current protection The bridging shall consist of not less than 1"x3"lumber set diagonally d. At openings around vents, pipes,ducts,cables and wires at ceilings opening shall not be less than 22"x30"and shall be located in a hallway 1. To be installed as per section M1502 of the 2020 Residential Duct Separation ■ g g g y P P g P g y Ducts shall be installed with at least 4"separation from the earth except where Listin s. Requirements D RYW E L LS / SANITARY SYSTEM in each direction and double nailed at each end or equivalent pre-fab and floor level,with an approved material to resist the free passage or other readily accessible location.Where the access is located in a Code of NYS. they meet the requirements for underground duct systems. -�- metal bracing. of flame and products of combustion. ceiling, minimum unobstructed headroom in the attic space shall be Carbon monoxide alarms shall be listed in accordance with UL 2034. 1. Drywells are to be located as per the drainage plan and shall consist 30" at some point above the access. 2. Clothes dryer exhaust system shall be discharged to the exterior. Ducts located in garages and ducts penetrating the walls or ceilings seperating the of concrete leaching rings(size as per plans)with concrete cover. 16. Provide continuous blocking under all posts down to the foundation, e. Spaces between chimneys and floors and ceilings through which Combination Alarms. dwelling from the garage shall be constructed of a e ope in No.26 gauge sheet Drywalls shall be set in clean sandy soil a minimum of aft above beam and/or column with similar post material as specified on plans. chimneys pass shall be fireblocked with noncombustible material 2. Access doors from conditioned spaces to unconditioned spaces such 3. Exhaust ducts shall have a smooth interior finish and be constructed Combination carbon monoxide/smoke alarms shall be an acceptable round water. Drywells are to be wrapped with landscape fabric to secure) fastened in lace.The fireblockin of spaces between as attics and crawls aces shall be weatherstri ed anJ insulated to a of metal having a minimum thickness of 28 gage.The duct shall metal or other approved material and shall not have opening into garage. Sheet Number 9 My Pp P Y P 9 P P PP 9 9 9 alternative to carbon monoxide alarms.Combination carbon monoxide/ prevent soil intrusion. 17. Joists and rafters shall be limited to cuts and bored holes no deeper chimneys and wood joists,beams or headers shall be self-supporting level equivalent to the insulation on the surrounding surfaces.Access be 4"nominal in diameter. smoke alarms shall be listed in accordance with UL 2034 and UL 217. than 1/6 the depth of the member and shall not be located in the middle or be placed on strips of metal laid across the spaces between shall be provided to all equipment that prevents damaging or compressing 2. Drywells are to be connected with a min. of 4"dia. PVC sewer pipe to 1/3 of the span. Notch depths of the ends at the member shall not exceed combustible material and the chimney. the insulation.A wood framed or equivalent baffle or retainer is required 4. The maximum length of a clothes dryer exhaust duct shall not exceed each downspout leader unless noted otherwise on plans. 1/4 the depth of the member.Holes bored into the joist shall not be closer to be provided when loose-fill insulation is installed,the purpose of which 35 ft.from the dryer location to the wall or roof termination. V ,,� I than 2"to the top or bottom of the joist,and the diameter of the hole shall f. Fireblocking of cornices of a two family dwelling is required at the is to prevent the loose-fill from spilling into the living space when the attic The maximum length of the duct shall be reduced 2.5 ft.for each 3. Proposed sanitary system is to be installed as per Suffolk County not exceed 1/3 the depth of the joist.There shall be no notches on the line of dwelling unit separation. access is opened, and to provide a permanent means of maintaining 45-degree bend and 5 ft.for each 90-degree bend.The maximum Department of Health Services code and as per approved permit. bottom side of the joists, beams and rafters. the installed R-Value of the loose fill insulation. length of the exhaust duct does not include the transition duct. Notes INSULATION SCHEDULE (thermal envelope) Insulation Insulation Moisture Air Barrier House Component (R) Value Thickness Type Barrier Sealing Detail Remarks 9. Attic and Crawl Space Acces s Hatches and Doors. Access doors from 13.Utility Room Containing Fuel-Buming Appliances. Where open combustion air ducts Exception: A duct air leakage test shall not be required where ducts and ENERGY/ CONSERVATION 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. L BUILDING THERMAL ENVELOPE shall be weatherstripped and insulated to a level equivalent to the insulation and combustion air opening shall be located outside the building thermal envelope A written report of the results of the test shall be signed by the party 0 Perimeter rim joist around R-21 3" Closed Cell 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 conducting the test and provided to the code official. 0 second floor 7 per 1" Spray Foam B 1.These plans are designed to IbE�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 - Residential Code of NYS and the 2020 Energy Conservation equivalent baffle or retainer is required to be provided when loose-fill N1 102.1.2,where the walls,floors and ceilings shall meet a minimum of the 19. Building framing cavities shall not be used as ducts or plenums. LL I 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 M i 2.The interior design temperatures used for heating and cooling load 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 Existing Exterior R-21 Closed Cell calculations shall be a maximum of 72°F for heating and a minimum provide a permanent means of maintaining the installed R-Value of the N1 103.The combustion air duct shall be insulated where it passes through or below 55"F with a minimum of R-3 insulation. Walls(2"x4") 7 per 1" 3" Spray Foam B/C of 75*F for cooling. loose-fill insulation. the conditioned space to a minimum of R-8. New Exterior R-21 Closed Cell KA -a c,-- 3.All materials, systems and equipment shall be installed in accordance with 1 O.Air Leakage. The building thermal envelope shall be constructed to limit 14.Recessed Lighting. Recessed luminaires installed in the building thermal envelope U) Walls(2"x4") 7 per 1'. 3" Spray Foam BBC -� ct air leakage.The sealing methods between dissimilar materials shall allow shall be sealed to limit air leakage between conditioned and unconditioned spaces.All Atrch itE: the manufacturers instructions and the 2020 Residential Code of NYS 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 Recommended Third Party Testing Agency: space around exterior window/ Low Expansion required and the 2020 Energy Conservation Construction Code of NYS. cloorjambs Spray Foam insulation installation schedule. more than 2.0 cfm when tested in accordance with ASTM E 283 at a 1.57 psf Integrity Home Energy Assessments: (631)325-4006 21 Main Street Stony Brook NY 11790 Penetrations around all pipes,vents 4. Certificate: A permanent certificate shall be completed by the builder pressure differential.All recessed luminaires shall be sealed with a gasket or caulk ducts,wires throughout ceiling Fire Caulk-136 By ASTM E 136 tested 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. and floor levels Everkern Or Equal 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 Garage to house demising wall R-1 3 3-1/2" Fiberglass I__ I fax. 631 686-6786 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 Batts required] email. MMacrinagMMArchitectA[A.com cover or obstruct the visibility of the circuit directory label, service 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 web. MMArchitectAIA.corn disconnect label or other required labels.The certificate shall list the 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 predominant R-values of insulation installed in or on ceiling/roof,walls Locate ceiling insulation in roof These plans are an instrument of service and are foundation (slab, basement wall, 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 rafters for vented attic R-30c 8-1/4" Fiberglass required C install baffle to maintain ventilation air space the exclusive property of the architect. 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 Batts Infringements of the concepts and design ideas outside conditioned spaces; U.-factors for fenestration and the solar heat after creation of all penetrations of the building thermal envelope. to 85*F.The thermostat shall initially be programmed by the manufacturer with a presented on these drawings shall be prosecuted gain coefficient(SHGC)of fenestration,and the results from any required Flat Ceiling to the fullest extent of the law. Copyright 2020: heating temperature set point no higher than 70*F and a cooling temperature set C R-30 9-1/2" Fiberglass Michael Macrine Architect, pc. All rights reserved, duct system and building envelope air leakage testing done on the point no lower than 78*17. Batts required D no part of the plans may be reproduced without building.Where there is more 11han one value for each component,the During Testing: 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 16.Duct Insulation. All supply ducts in unconditioned attics shall be insulated to a 0 Over exterior wall plate R-35 Varies Closed Cell Drawing Status shall list the types and efficiencies of heating, cooling and service water sealed, beyond the intended weatherstripping or other infiltration control measures. minimum of R-8. 7 per inch Spray Foam CAD heating equpiment.Where a gas-fired unvented room heater, electric 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall 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 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, Window / Door Type (U) Factor S.H.G.C. Remarks "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. 0 listed for gas-fired unvented room heaters, electric furnaces or electric shall be closed and sealed. L 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 0 Double Hung Windows 0.30 0.30 turned off. following methods: 0 7. Insulation and Fenestration Requirement by Component. 1) Casement Windows IssueO. k--X 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 N. 0.30 0.30 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 manufacturers air handler U) Awning Windows be installed adjacent to soffit and eave vents. Baffles shall maintain an 12.Fireplaces.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 0.30 0.30 Construcoon- opening equal or greater than the size of the vent. The baffle shall otherwise sealed during the test. or doors, and outdoor combustion air.Where using tight-fitting doors on 0 Hinged Doors 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. Postconstruction test:Total leakage shall be measured with a pressure differential '10 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. across the entire system, including the manufacturers air C Sliding Doors doors on masonry fireplaces,the doors shall be listed and labeled in handler enclosure. Registers shall be taped or otherwise sealed during the test. 0.30 0.30 accordance with UL 907. Skylights N/A N/A Dates TYPICAL INSULATION DETAILS Notes: 8/27/21 Issued for Construction - If Air Barrier Sealing is required, refer to air barrier& installation schedule below. 9/15/21 Issued for Construction - See Typical Insulation Details, same sheet typical exterior wall Air Barrier and Insulation Installation Schedule Table N1 102.4.1.1 (402.4.1.1) insulation oil- &o (see insulation schedule) .-typical siding Component Air Barrier Criteria Insulation Installation Criteria typical siding baffle between rafters to provide A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall not be used as a a min. of 1"of ventilation sealing material. typical exterior wall first floor ------>-< General Requirements The exterior thermal envelope contains a continuous air barrier. insulation (see insulation schedule) Breaks or joints in the air barrier shall be sealed. second floor plywood sheathing -1>< No. Date Description The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit shall be q the insulation and any gaps in the air barrier sealed. aligned with air barrier. plywood sheathing typical first floor Project Ceiling/Attic i. rlmjoist insulation Access openings,drop down stairs or knee wall doors to �--�o -p (see insulation schedule) typical flat ceiling closed cell spray Proposed insulation foam insulation typical second floor unconditioned attic spaces shall be sealed. rimjoist insulation nr (see insulation schedule) over top of plate (see insulation schedule) The junction of the foundation sill plate shall Cavities within comers and headers of frame walls shal I be typical floor Fire ■R e p a i r, I n t e r i o r insulation be sealed. insulated by completely filling the cavity with a material having typical vaulted ceiling (see insulation sch.) The junction of the top plate and the top of insulation Walls having a thermal resistance of R-3 per inch minimum. Al teration s exterior walls shall be sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be ■ typical exterior wall grade installed in substantial contact and continuous alignment with insulation The junction of every stud,top plate&shoe plate to exterior sheathing & Add it io ns insulation schedule) shall be continuously sealed the air barrier. Windows, skylights The space between window/door jambs and framing, and For and doors skylights and framing shall be sealed. Rim Joists Rim joists shall be insulated. Rim joists shall include the air barrier. 0 Typical Addition Typical First Floor Matthew The air barrier shall be insulated at any Floor framing cavity insulation shall be installed to mainitain exposed edge of insulation. permanent contact with the underside of subfloor decking,or & Erin typical exterior wall Floor Insulation Insulation Detail Floors floor framing cavity insulation shall be permitted to be in contact insulation including above garage and C:�: continuously vented soffit 1-1 /2" 1 '-0- •1-1/2" 1 •'-0- cantilevered floors(see insulation schedule) with the top side of sheathing, or continuous insulation installed on the underside of floor framing;and extends from the bottom to the top of all perimeter floor framing members. C unn i ngham Exposed earth in unvented crawl spaces shall be Where provided instead of floor insulation, insulation typical siding Crawl space walls covered with a Class I vapor retarder with shall be permanentley attached to the crawl 2980 Ole Jule Lane overlapping joints taped. space walls. Mattituck, NY 11952 Duct shafts, utility penetrations, and flue shafts opening Vented baffle between rafters to provide Shafts, penetrations to exterior or unconditioned space shall be sealed. Jurisdiction a min. of 1"of ventilation Attic Batts in narrow cavities shall be cut to fit,or narrow Typical Sloped Ceiling Insulation Narrow Cavities cavities shall be filled by insulation that on Town of Southold closed cell spray installation readily conforms to the available cavity space. foam insulation A & Baffle Detail at Rafter Splay Suffolk County overtop of plate Air sealing shall be provided between the garage Garage Separation typical flat ceiling ed spaces. and condition insulation Recessed light fixtures installed in the building Recessed light fixtures installed in the building thermal Drawn By: (see insulation schedule) Recessed lighting thermal envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. E.C. 'AEl Batt insulation shall be cut neatly to fit around wiring and plumbing ,K 1 4' Plumbing and wiring in exterior walls, or insulation that on installation readily conforms Checked By: CO) 0 to available space shall extend behind piping and wiring. M.A.M. 14 ,4 The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and Shower/tub on exterior wall tubs shall seperate them from the showers and tubs. tubs shall be insulated. too, Job No. The air barrier shall be installed behind electrical or communication Electrical/phone box o n 2101 Yo R O exterior walls boxes or air-sealed boxes shall be installed. _1Z JT HVAC register boots that penetrate building thermal envelope Sheet Title HVAC register boots shall be sealed to the subfloor or drywall. continuously vented soffit When required to be sealed, concealed fire sprinklers shall only be Energy , otes typical exterior wall sealed in a manner that is recommended by the manufacturer. insulation Concealed Sprinklers (see insulation schedule) E typical siding Caulking or other adhesive sealants shall not be used to fill voids Insulation Sch. r. between fire sprinkler cover plates and walls or ceilings. plywood sheathing Insulation Details 3 EN& Typical Addition Flat Ceiling Insulation Sheet Number : Detail at Sec. Floor Addition 1-1/2" = 1 '-0- f Legend Area o ,._6" Fire Damage K 1 6 Existing To Be Removed ------ ------------------------------------------------------ -------------------------------------------------------------------------- -------------------- — - Existing Walls to Remain '''•� L J Existing load bearing IZIIIIl B wall to be removed � KA (temporarily support structure iC I C ■ -- - -- - L,-= -1 --*--- ' --\{- --- ` -- -- --- --- -- - L - - - -L�z_77= - _ _ -777.7-n I.7. - - —g7.7z7177 �77777- - ---- - -—Izz1TI77lTI_T1_rr7777r11T1TJlTI�1-_ abov p Porto remov ) existi y \ / / %' ti close 9 closet A Area to be removed/ % / / / \ I , F/77 --- '- =\ ________ __________ __ _____ c h i to ct Existing (�� i ; ; ' \ / T Bathrm. #1 ' 't LeJ A 1=J ? Area of New Addition r � 21 Main Street Stony Brook NY 11790 L 'existing / / Fire Damage g �� closet �" Existing ,� _ E e3Cistirig himney. ❑ _ ----------------`---- j! phone. 631 686-6585 fax. 631 686-6786 to remain Hall J H email. MMacrina MMArchitectAlA.com N existing Bedrm. #3 f, / / / \•% - - 1 _____----____--- closet Smoke web. MMArchitectAIA.com l________J I ;` _ eneral Demo Scope of Work % ----- ----- ________ ________•� No Dama e g These plans are on instrument of service and are Remove and Replace the following items throughout First Floor Garage, the exclusive property of the architect. Infringements of the concepts and design ideas / A Laundry Room, Utility Space, Family Room, and Den: presented on these drawings shall be prosecuted new door location to the fullest extent of the law. Copyright 2020: •Ceiling and Wall Drywall Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without (see floor plan) •Finished Flooring(Laundry Room only) the expressed written consent of the architect. Existing •Kitchen Cabinets and Appliances •All Mouldings Bedrm. #1 •Floor and Wall Insulation (as needed) Drawing Status •Wall Sheathing and Siding(as needed) ��X / / ' Smoke Damage A •Any fire damaged Wall Studs, Floor Joists&Roof Rafters(as shown on plans) \ \f •Boiler H ---- Remove and Replace the following items throughout entire Second Floor: ; ----- Exists g .n Ceiling and Wall Drywall (as needed) Issued i J H •Bathroom Vanity and Plumbing Fixtures ' „ Bedrm. #2 ". \\ \ \ .All Mouldings O n L.7 u `I O iv` !I ;; •Ceilingand Wall Insulation \ �'�/ �� /\/ \/l\/� �/ '' existing 0 existing No Damage \ � \' / \ E closet closet E •Wall Sheathingas needed ' Any fire damaged Wall Studs(as shown on plans) •Any fire damaged Ceiling Joists as shown on plans) 1-- - --- ---1 ---J ------ - -- - - -�--- --�--\- �-, x-� � f ---== - A •Any fire damaged Roof Rafter (as shown o plans)- --- � x I� I -rrrr»>1 7rir�rrfrrr»>IZ7- - - - J 7- - - - _ZZ7- - - - - - =llTr�rr��-»777_77rZr�r�Z7Z7Z rr Dates B Demolition Notes 8/27/21 Issued for Construction J J ' L � I 1. Demolition work shall be done in strict conformance with local, state and ______ _____________________________________________ J 9/15/21 Issued for Construction -------------- ----------------------------------------------------------------------- federal regulations, including all permits and utility cut—offs. K 2. The Contractor shall at all times provide protection against weather (rain, wind, storms, frost or heat) so as to maintain all work, materials equipment and fixtures free from damages. Repair any damage to Second Floor Demo Plan property of the Owner/Client which is to remain in use, or that of any person, or persons on or off the site caused by the demolition work without additional expense to the owner. plan north 3. Provide all necessary temporary supports as may be required to shore all existing structures prior to the installation of new structural elements required by the demolition work shown hereon. 4. Any and all conditions not shown hereon and uncovered in the field shall be No. Date Description Existing brought to the attention of the Architect immediately, prior to any action involving same. Project R/R deck post, deck girder Deck 5. All existing elements to remain, shall be protected during demolition. Proposed floorjoists, decking&railing as required due to fire damage 6. All existing ductwork, electrical equipment, etc. in areas to be demolished C (contractor to verify in field) shall be protected and relocated as required according to field conditions. Fire Repair, Interior 7. Provide dust-tight partitions between areas where demolition Area of n D work is being performed and areas which are finished or in use. Alterations, new wider opening Fire Damage\ -- =====r ===_ . . -- -------------- - ------------- & Additions existing A/C unit Existing ` ' '---- -----' __________' ' st Drawing Reference Notes i G --- ---------- ----- -------- ----------, I D c Den ci ing For 11I1 r-__----i M Kitchen existing framed wall to be removed Fire Damage i i El (see floor plan) Matthew existing Existing `----------1----J No Damage [in L®.I oil lltll It Rm i I Contractor to verify in fiel i! existing load bearing wall to be removed,tank y F i i temporarily support structure above & Erin l remove/replace header i i if this wall is a load bearing Illj prior to removal Fire Damage I above existing fireplace wall and consult w/architect __________ I support structure above if needed � remove fire damage wall studs as required ------ ------ prior to removal r--------- ----- L�=I1 Cunningham P _="---== --------- ---- --- ------------ and prepare for replacement temporarily D � support structure above prior to removal ---------------- 1 � Y r_______ existing window door to be removed 2980 Ole Jule Lane remove/replace �' �\ -------- -------------L--- --------------- ------ and replaced ----------------- ----------------------- existing boiler �: Mattituck, NY 11952 0 cut back ex. F existing door to be removed fire damaged �------�- - ---=�-� C.J.to new existing R A Existing bearing wall _____________ closet Jurisdiction : a E ii E XlStln existing floor joists to remain I Remove ❑ g G fire damaged floor joists to be removed Town of Southold Gara e L ; ; E i ex. existing __ - Bathrm. #3 o a- central flush beam and replaced Fire Damage L E' D i vac ' ' �\ Suffolk County o — — --------- — — existing ceiling joists to remain rn .� c o II CD / 1 ? ! fire damaged ceiling joists to be removed Drawn By: ',ISTF oExisting relocated HWH B Remove existing F11 and replaced err R E 5 g to utility rm ; I flush beam D ! ! Laundryexisting ! A E.C. ��GAE� �--�� existing roof rafters to remain p Smoke closet j `--' Checked By: A Hall M Damage existing roof rafters to be removed M.A.M. � fire damaged roof rafters to be removed Job No. Existing .,I. g � Existing l.=J and replaced 2101 pYotz� Family R m. F F Dining R m. I existing kitchen fixtures&appliances L� to be removed Sheet Title ---- ---- -_---_-- -- --- - ---- - - -_-_-_ -- __-_--_ _-_-__-_- __--__-_--_- _ Smoke Damage � � No Damage dryer existing plumbing fixtures to be removed d er Demo F oor Plans vent confirm with client regarding replacement existing siding to remain of door existing existing rp} existing siding and plywood sheathing EP EM LJ to be removed and replaced -------- ________= existing roofing to remain First Floor Demo Plan R� existing roofing to be removed and replaced Existing Sheet Number . La n d i n g remove existing fascia, rake,frieze board and soffit board as required and prepare plan north for replacement Al Texisting roof structure to be removed Legend Existing To Be Removed --------------- Existing Walls to Remain Existing load bearing 7-22-1z-�Z_Z- R wall to be removed NA i h I (temporarily support structure above prior to removal) V X Area to be removed X—x < X Arch itED� ct/\X Work Area > 21 Main Street Stony Brook NY 11790 x" > X, X, /'\A phone. 631 686-6585 \> 631 686-6786 fax. X ')MMArchitectAIA.com /> MMacrinaCa email. web. MMArchitectAIA.com Drawing Reference Notes X5 N ><// /A, X These plans are an instrument of service and are • X K/ V > x/X X/ I k X \x/ existing framed wall to be removed >/ > the exclusive property of the architect. Infringements of the concepts and design ideas V V \> X (see floor plan) El \;�V X\ decorative louver presented on these drawings shall be prosecuted $ to be removed V X > existing chimney existing load bearing wall to be removed, fullest extent a e ow. Copyright 2020: J/' `, temporarily support structure above Michael Macrina Architect, pc. All rights reserved, to remain no part of the plans may be reproduced without 0 < S prior to removal the expressed written consent of the architect. X remove fire damage wall studs as required D V, C and prepare for replacement temporarily Drawing Status support structure above prior to removal X existing window door to be removed Area of I J r4D Fire Damage IV and replaced 0 0 �X, existing door to be removed V decorative louver Issued for S S existing floor joists to remain to be removed fire damaged floor joists to be removed G and replaced Const uctio Demo Front Elevation Ell� / ' �` � _ `\ existing ceiling joists to remain > X// �/ \X 1/4** —0.. fire damaged ceiling joists to be removed Fil and replaced X X, X < X X ";X\ x remove/replace existing roof rafters to remain existing railing P Dates as required due to fire damage KI existing roof rafters to be removed 8/27/21 Issued for Construction F fire damaged roof rafters to be removed 9/15/21 Issued for Construction >/ and replaced D A , /X" //x existing kitchen fixtures&appliances Fm to be removed existing plumbing fixtures to be removed FN _LL existing siding to be removed 1=7 fire damaged siding and plywood sheathing to be removed and replaced Demo Left Side Elevation existing roofing to remain 1 A4- 1 .-0.. No. Date Description existing roofing to be removed and replaced Iffm Project remove existing fascia, rake,frieze board Propose d and soffit board as required and prepare for replacement Fire Repair, Interior LTJ existing roof structure to be removed Alterations, R & Additions } \ ' V or x / V V Y \,X I / I / \X X� V \ /X Area of X/ XX X Fire Damage X� >< Matthew X/ X/ A/ J Erin /X J > V \/X XV\X Y \/1 X>/X decorative louver > > to be removed �; Cunningham X.,". 'X /K� > X 10, 7V— 2980 Ole Jule Lane Mattituck, NY 11952 $ v X X 77/7 V Fs� Fs� Jurisdiction X Town of Southold 0 D -'A" Suffolk County TQD D S S Drawn By: E.C. G�, t �Tn X f --7 Checked By. !�l .. rn 0 n 4 M.A.M. Job No. 2101 ew -jo Demo Rear Elevation X� Sheet Title D 1/4" 1 .-0.. Demo, ations Sheet Number Demo Right Side Elevation N��Xx X/1 1/4— b Typical Notes 1. New insulation throughout entire house SMOKE & WATER REMEDIATION See sheet G-2 for insulation specifications. S 2. Install all smoke detectors throughout home Smoke Remediation: as required by the 2020 RCNYS, sect. R314 and noted on sheet G-1. �„,• step 1 i Contractor is to clean all exposed framing 3. Install all carbon monoxide detectors throughoutM <-,a c: r n Install Schluter-Kerdi DS waterproofing members and all remaining drywall with a home as required by the 2020 RCNYS, sect. 915 and Schluter drain assembly membrane on all three sides of curb mild de-greaser detergent such as "unsmoke" noted on sheet G-1. A rC h i te Ct drain cover to be selected by owner Schluter-Kerdi Kers-B degrease all or equal 4. New drywall throughout entire house see preformed, seamless � p Sheet G-1 for all specifications. 21 Main Street Stony Brook NY 11790 Install Schluter-Kerdi DS waterproofing r———— ——— comers as required for step 2 Y membrane flashingaround drain flange wall to floor intersections 5. Remove and replace all finished flooring to be selected. 9 I I Contractor is to seal all exposed framing members and all remaining drywall with a phone. 631 686-6585 1/2"cement board Tile to be selected over thinset mortar over I 3/4"thick stone cap to g 6. Remove and replace interior doors as noted to be selected. fax. 631 686-6786 at all shower walls -Schluter-Kerdi DS waterproofing membrane over I I be selected shellac based primer such as "Zinnsser" BIN email. MMacrina@MMArchitectAlA.com -thin set mortar over I ___ __ __________ shellac based primer or equal. 7. Remove and replace all mouldings to be selected. web. MMArchitectAlA.com Install Schluter-Kerdi DS -Schluter-Kerdi pre-sloped shower tray over ----------------- waterproofing membrane -thinset mortar over I " " smoke odor with an approved 8. Clean & seal all remaining framing members for These plans are an instrument of service and are the exclusive property of the architect. on Walls to ceiling -plywood subfloor I 2 4 pp remediation method Infringements of the concepts and design ideas I file to be selected on presented on these drawings shall be prosecuted custom catch screen I 2 4 9. All new windows are to have insulated lass with to the fullest extent of the law. Copyright 2020: I . each side of curb g Michael Macrino Architect, pc. All rights reserved, l FLOOR PLAN LEGEND a maximum U-Value of 0.30 and a minimum no part of the plans may be reproduced without u nu„ 2 4 SHGC of 0.30 as per insulation schedule. the expressed written consent of the architect. Lr=, I I I I I I[I I I I I I f Y L r r; ;F ,iY. { ® 10. Window sizes shown are approximate. �,. STRUCTURAL POST min. (2)2x4 unless noted Drawing Status Install Schluter-Kerdi-Band corners otherwise on plans -All replacements within existing openings are to be in thinset at wall to floor base as per 3/4"plywood subfloor confirmed b general contractor prior to ordering manufacturer's specifications p N" ,� Y 9 p g NEW FRAMED WALLS t Typical shower pan & curb detail ABOVE SUBFLOOR A.S.F. for .. _ .. SS�.led 3 — 1 -O SOFFIT / WALL CABINET � Exterior Door/Window Schedule � ABOVE ABOVE l�L Room Model Remarks Construm iol I TECO = INSTALL SIMPSON STRONG First Floor TIE JOIST HANGER A B Existing existing opening A5.1 A5.1 EXHAUST FAN EF 101 Family Room TW210410 drop sill framing Deck (min. 100 cfm to be vented to exterior) 4 102 Y existing opening f62-4 �` —� Family Room TW210410 drop sill framing Dates " DETAIL SYMBOL t24'-4" f38'-0" 1 1 103 Dining Room TW210410 existing•opening 8/27/21 Issued for Construction drop sill framing 9/15/21 Issued for Construction existing opening f4'-22" 104 Dining Room TW210410 drop sill framing of window existing opening damaged decking Dining Room TW210410 drop sill framing replace fire and sink vent stove exhaust 105 P 109 108 107 to match existing to opening existing opening +l new wider opening existing opening 106 Kitchen TW21032 existing opening Door -d new new Saddle to be tempered glass sink d.w. - N new " selected Max. slope of 1:2 107 Kitchen FWG6068L contractor to verifyex. ---------------------------- ---------- --- I 5/8'type-x drywall � ,_=��� 1" I �" , r rr� 1�, f3 f3 2 ---- 36' ref. 3 Tile Fir. i; SubFIr. r.o. prior to ordering on any walls and � �)stiri l -H f14'-8 " E ceilingin utility space x it 110 12'-8" - 3Stove e " A °-* Finish � Y P A/C chit r7 existing opening rn t22' 5" oven f61 d. rn �, ed Fir. -H E l c 108 Kitchen TW1832-3 (3)mulled No. Date Description existing masonry fireplace a i i Kitchen M 12"deep `�'�" 106 mud base tempered glass p Up 7"= i i base cab. 109 Den FWG6068L contractor to verify ex. �, and hearth extension to be o i new o O existing o M inspected and repaired if i i o sink O oil Existingx P P c i i t8-1 ceiling height new island S Project tank N q ` Blocking ty- - --- --------- N i oo re uired to meet the 2020 RCNYS �, i i " " ----------------- ---------- - „ �+ - X r.o. prior to ordering Utility Rm M existing I x i 2-4 f4-1 10-0 f4-0 2'-0" Proposed I fire I ce -H Existing Saddle Transition Detail 110 Utility Space 32"x80"door to be set • P O L - z t9'-6, i' 36"wide �� �� r_ " .. selected Fire Repair, Interior o ° o ao clg. ht. Den �\ o counter new 36' 3 = 1 O x L i pantry , -i overhang i' freezer O Garage N= 4'- -H cabinet '� ;., .-,c., 111 ge TW21032 contractor to verify ex. Alterations n co a� +I t8-1 ceiling height , ,�, r.o. prior to ordering 111 0 M u' -H 7 new heating equipment t 9 32"x80"door to be selected & Additions 9R/R 36"wide 112 Gara e to be installed&vented elec. boler i�new vaocation x R/R hex.D11b a s per MFR.specs HWH ±31" t3 H t31" ±31" f3 ( J g 16'-0"wide x 7'-0"tallto be sellectedt3 ±18'-0" t5' t14'-8 " 2 t24 " t11'-4 " t37 113 Gara a overhead garage door For 32"x80' existing existing saddle exis ' o 10 ,=,�, opening S.D. i ting _ f3 I x existing opening 00 _ 3/4 hr rat ,�, closet n io *ex. v�3 6 114 Laundry A21 I N Existing self-close I +t patch -: X E i raise sill fframin -H +I openin Down 3R ex. C.M. EF `�_ unless noted g Matthew Garage - - 9 t iat f8"risers central Bathrm. #3 .3 otherwise on plan �— Second Floor ' saddle i vac. - -_-i _ (9 T) existing opening --_-----new dropped header---__--- Tile Floor location vaulted ceiling ------------ / Q insulate demising --------------------- - ---- ---- Vt Erin wall w/R-13 Existing — M (see structural plan) M //� 201 Bedroom#1 TW3046 egress window fiberglass Batts z Laundry H N C existing existing GARAGE DRYWALL NOTE -�' t9'-6"clg.-he'ight closet unning h am 202 Bedroom#1 TW3046 egress windowC112 a, U) Install(1) layer of 5/8"type X gypsum Tile Floor -- t31" t3 f3 " t31" wall board to all common walls in — 2 f13'-9" '_ " f20'-1" 203 Bedroom#3 TW3046 egress window 2980 Ole Jule Lane garage — Mattituck, NY 11952 ara a from slab&foundation to � c � 204 Bedroom#3 TW3046 egress window underside of roof sheathing R/R R/R Existing , existing railing g a� dryer W m cap exposed Family Rm. t? to remain Existing ;�, 105 FDN w/1"rigid existing � 205 Bedroom#2 TW3046 egress window Jurisdiction t8'-1"ceilin hei ht staircase Dining Room Typ. Door Jamb Detail O insulation&drywall g 9 i to remain g X a 3" = 1 •-O•• Town of Southold O113 / 114 __ __ i t8'-1"ceiling height 206 Bedroom#2 TW3046 egress Window dryer vent O Suffolk County to exterior install 36" R/R to be selected =a confirm w/client i railing this side prior to removail 207 Bedroom#2 TW3046 egress Window in as per code -H off af existing existing Drawn By: .DER . Down bn EP EM 208 Bathroom#2 TW2032 tempered glass E.C. GS�' �`� existing opening i i ex. structural ex. i i g p g -------------- -------existing opening 209 Bathroom#2 Checked B existing opening i i;i i r existing opening A21 tempered glass Y �e m brackets i i 1/2' Gyp. Board ►, e) 101 O i i i (see detail) i i i O 104 t ical Casing to be selected M.A.M. v' -! 102 i i;i i 103 (YP ) A a j i existing of door �' i 210 Bathroom#1 A21 tempered glass �� 1/4' reveal i J landing and gable aline of roof ical Job No. Fo "�Zx$6 �, �- ------„--- ----,--„- -J (typical) Q� 4-0 4-0 overhang 211 Bathroom#1 �032 2101 JV 'te . TT:TT -.-.: -. j 1 x Flat Poplar rl ---------------------------------- p ex. step to be painted Sheet Title ; t24'-4" t38'-0" Shim Space I 1" Exterior Window and Door Specifications First PI or Plan f62'-4" Rough Opening All windows&exterior doors are to be'Andersen''400'Series - Details (see plan) unless noted otherwise -Low-E4 insulated glass(U-value of 0.30/SHGC of 0.30) - A B Typ. Cased Opening MI. -Exteriorcolortobewhite A5.1 A5.1 -Insect screens 3" = 1 '—O" -Window hardware color to be selected -Interior color to match existing (pre-painted white) Sheet Number : -Door hardware to be selected -All grills to be'/"wide on Proposed First Floor Plan -Window sizes shown are approximate -All replacements are to be confirmed by general contractor prior to ordering plan north A ROOF PLAN LEGEND PLAN KEY NOTES B A5.1 new 6" • WALL --------------------- � �.. rake overhang BELOW ROOF - - - - q 48 wide x 24' deep x 36 tall vanity with 1' filler on side counter ` 12 new 6" fascia overhang 12 top to be selected by owner - new 'i, --- -T7 L�=L7__7.7__Z7__LlZI I LT_IZITI!1! !l!T!_7__rL7.7 7__LII ITLZLTIITII lTl7__77__l7__�7__L7__TTT7_I7_IT_ - ----, 6" INDICATES ROOF PITCH �/n ±30 ! ; II rake overhang 12� ex. I ; I �; I ' ; , existing 2"x6" BEARING WALL JljIJ�JIJIJ_ � Custom Shower with: i C ' � I l�,J new 2"x6" +3 t R.R.to remain BELOW ROOF -Custom tempered glass enclosure. to match 12 new length) at 16"o.c. ; ; r a „ R.R. @ 16 o.c. existing INDICATES AREA OF -Tile over thinset mortar over Schluter-Kerdi DS waterproofing membrane over g - d- -J ( g ) g p I - ;" DOUBLE ROOF FRAMING thin set mortar over Schluter-Kerdi pre-sloped shower tray over MtIiac' new 1 2 fc�scia overhan ' � r1 8'len th align �L I ; i with existing -:E30 TlTIZ lZ l7_17_Z 7_'7_III"T_ITITZZITlTlZ1ZZ7.17.17_IZLIIIIZTITI-_ 1 eX thinset mortar over plywood subfloor to be installed by manufactures specs or other approved waterproof pan system A rC h ii t4a ct align roof ! post ---------- (see detail on sheet 2.1) below `-J _ _ _ _ _ flush ea_m _ INDICATES POST BELOW �_ ----_----_---- _ _ _ new flu b triple 2"x4"curb j (see sec. floor struc. plan) i INDICATES STRUCTURAL - _ -Secure the water supply riser from the shower 21 Main Street Stony Brook NY 11790 valve to the shower head to the permanent structure. post post ; ; BEAM BELOW ROOF below below -Shower to be equipped w/pressure balance control valves. phone. 631 686-6585 -----------; 3 ex. chimney � r, r, -----------, ' -Surround to be tile over 1/2"cement bd. fax. 631 686-6786 to remain ! ------.�------I ___________, ; ; ex. -Shower seat 16"x16"(where shown on plans) email. MMacrina@MMArchitectAlA.com r---------------------------- ; C N F new roof ! 4 ' 2� web. MMArchitectAIA.comL ; , I , N C Notes o rn 3 _ cricket _____ _J I c o ; ; '� These plans are an Instrument of service and are Q ; , a, - , ------ --, r ' r --, r-- Q C❑ (5) 14 deep wood shelves to be painted space shelves equally C i r___________________ L______J r+__J ., '-_____J _-- L_-- rn ; ; the exclusive property of the architect. C Infringements of the concepts and design ideas L L 1. See sheet G-2 for insulation specifications. L ; ; presented on these drawings shall be prosecuted Qj to the fullest extent of the law. Copyright 2020: Michael Macrino Architect, pc. All rights reserved, O 2. Install all smoke detectors throughout home ❑p (1) 14"deep shelf set at 68"above finished floor and metal rod set no part of the plans may be reproduced without 0 ! as required by the 2020 RCNYS, sect. R314 and 2"below shelf the expressed written consent of the architect. ' ; ; n e w 2 x:1 O r i d g e b o a rd noted on sheet G-1. existing ridge b o ard tore ma i n , LIR _________ ___________________________________________________' ' 1 O out rJ -------------------------- Install all carbon monoxide detectors throughout with n h d Drawing Status `__________________________________________________________________________________________ ; Q g � 36"wide x 24"deep x 36"to vanity wi 1"filler each side counter i II i home as required by the 2020 RCNYS and top to be selected by owner noted on sheet G-1. E (p Q (0 4. See sheet A3.1 for structural information <D - 5. See sheet A2.1 for window schedule w 2 " 2 Issueo for = N 1 2L ' N ' r_-_------� ' ' ' 6. See sheet A2.1 for shower detail ci 5 I I a) /- C i ; N O O ; i i i �� Q) ' C a3i - 12 ° } ■ Consti uctlon cm N N X ° � I L Y l j ex. I j ' post I ' Q post below post I, - - _ - - - j _ _ new flush beam below B �J' (see sec. floor struc. plan) A5.1 �ILIIfIIIILZ1:l1�ILIT7TlT-Ll7__Z7__T7__"LT__"L77_TTTITIZIlLTLTL- -� I f380 align roof { I " i n 1 L______________J new 12" fascia overhang I ri -------------F� 12L- new 2"x6"at 16"o.c. rT !- ' - LJ to match (8'length)align top new 6" " " 1,-6" Dates new 6 1 -6 t35-0 8/27/21 Issued for Construction rake overhang ! j with existing ! rake overhang existing i 3 " (align with dormer addition existing 2"x6" 1 2 R.R.to remain existing wall) 3 " R.R.to remain 12 L_ _ __ _ __ _ __ _ __ _ __ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ __ _ __'J _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ __ _ __ _ __ _ __ _ __ _ _ _ _ _ _ t16" 2'-9" 2'-9" /1'-6" 1'-6" t2'-2" S-0" 18" 7'-7" '- " existing 2" 9 1 /21 Issued or Construction Z_l--Ll_I!_II_II_I_I_1 �l.t!_.!�I I_! " `I_I_I_II_LI_l 'J�_ 7 7 � A of window of of vanity of f •� j wood ±30 & shower window window of window t30 II' existing � 6 fascia brackets new 6 A5.1 ex. &toilet align exterior wall ex. overhang below to remain below fascia overhang with existing first 8" fascia overhang `-" `-' 8" fascia 210 209 208 207 206 205 floor wall below Proposed Roof Plan each side to align overhang existing � 6" fascia 1/4" = 1 '-O" w/existing fascia below new 2"x6"R.R. new 2"x6"R.R. 42" rake o vier h a n g b e l o wto plan north A B at 16"o.c. (6'length) at 16"o.c. (6'length) overhang t o r e m a i n z o i seat r �r LO � G D ° 30 x80' ` typical stud --ceiling _I •— i _ !: O 1; a`°i ❑;; o ceilin A5.1 A5.1 o ;n "' __- ---- -- -- - -- ------ pocket detail +i - __--- - -- u36-:: - - J - --------------------------------- - :: i I i EF Date Description - ------------------ ------------ -------------- -- ----------- - — Bathrm: #1 40" r--�r' Z No. p 24 ;: Bedroom #2 ------------------------------------------------------------ -0 3 : B B a rm #2 Z ❑ "' t7'-8"ceilin hei ht Project NOTE TO FRAMER 2,1 EF TileFlaat Q " Y g g _ 1" " Tile oor - 5 I 1 x 0 °� I Proposed t30t5'-6" ±16" 3 17 �' tT- 6'-4" i I M fl�i i '° t18'-11 " TT cl _ All overhang sizes noted on roof plan are x - t7�-8" „ 1, , , MRepair,linen linen saddleFire Interior ex. chimney cl . ht. 24 x80 C C 24 x80 furr ;� rough framing from outside face of stud wall to remain ❑ o _g _ o ❑ ❑ - -F3 wall o N to outside face of sub-fascia and sub-rake. 1 " N J. I +I N_ Alterations 1" �„ m 30 x80 - & Additions 71 t32" saddle (2)24"x80" M saddle nD X to +l sliding doors 30'x80" roof below S D' ^ Hall s.D. ` CoFor -H M S.D. t6.-5" C.M. _ Matthew 30"x80" '' o, 00 x 00 � M N •� existing Co S.D. +I '�� � & Erin H handrail o 0 ,*N Bedroom #3 Bedroom #1 CO ' _ Cunnin ham � � � t7'-8"ceiling height � X t7'-8"ceiling height existing— X +i staircase ; a 2 Exterior Caulking(typ.) D �"� a� 2980 Ole Jule Lane -,n ❑ o -H x 5/4"x 4"Exterior Trim Board ! A2 " o ` `O �' Mattituck NY 11952 cut to size ! X Co 0 rn -H 0 !! "v a, +1 m Exterior Typical Exterior Sheathing N Jurisdiction t N t N 'D O C Side FCover window flange with j " X soft flashing i t31" " 3 "j 1" H f31 ° line of sill below t3 " 32 t16'-31" 2 Town of Southold ------------------------------------------------------------------------------- 18" t12'-3" t36 t24'" 2 18" 3 ------------ ------------------------------- o Suffolk County � 0 3 j x .I � � o In u u N 1 stir.: __4_ I — II ---- -------------------- «' ________ _ typical stud /� 24 x80 �r .r ical stud Drawn y. E� 5 . I i Yp sloped „ ,; N sloped oPket detail i I E.C. o pocket detail ceiling �, ;, o /ceiling�� p Wrap structure with -H ++ ;; � J, -H soft flashing prior to Checked By: �P .ate Z el -1 N N window installation ; M ; M.A.M. align exterior wall Job No. 3286 A of window of window of window of window with existing first OF EVE W ��o-� floor wall below 2101 / line of stool below A5.1 4-g41 2 3'-3" 18'-11" S-3" 4'-9 4" Sheet Title Drywall t�r Interior 1"x6"Poplar Flat Trim Board 1'-6" t35'-0" 1'-6" Side dormer addition Secon loor Plan Typical Stud Pocket Detail t38'-o" - Roof Plan 3' — 1 .-Of. B - Detail A5.1 Sheet Number : Proposed Second Floor Plan 1 /4" = 1 '-O" plan north3, existing existing vent thru roof vent thru roof V :F. J L (3" min. req'd) J L (3" min. req'd) Roof Renovated New Bathrm. #1 ,r�� ���, Bathrm. #2 M i C,- h Era EDh, I 1 existing 2"0� f � "0 I - 1 r • noa KAa -I vent vent thru roof vent vent nt vent Garage L (2" min. req'd) I Lay. Lay. Roof W.C. W.C. ex. 3" /krch itoct I waste stack Shower Shower Sec. Floor 21 Main Street Stony Brook NY 11790 Renovated Existing SIZE OF TRAPS FOR PLUMBING FIXTURES hone. 631 686-6585 " " table P3201.7 p waste 2"0 3"0 3"0 2"0 waaste Kitchen Bathrm. #3 fax. 631 686-6786 waste waste waste waste Plumbing Fixture Trap Size email. MMacrina@MMArchitectAIA.com T Bathtub(with or without shower head 1-1/2" web. MMArchitectAIA.com tie in new r I I and/or whirlpool attachements) waste line 2"0 ex. I 1 These plans are an instrument of service and are -4--ex. to existing -� I Bidet 1-1/4" the exclusive property of the architect. vent vent vent FOUNDATION PLAN LEGEND Infringements these the concepts and design ideas Clothes washer stand i e 2" presented on these drawings shall be prosecuted I ( ex. ex ex ex. 3" waste Sink Sink I vent vent vent p p to the fullest extent of the law. Copyright 2020: break stack waste Lay. I Dishwasher(on separate trap) 1-1/2" Michael Macrina Architect, pc. All rights reserved, i no part of the plans may be reproduced without yy C. Tub Floor Drain 2.1 STRUCTURAL POST � TECO = INSTALL SIMPSON STRONG the expressed written consent of the architect. �•W min. (2)2x6 unless noted TIE JOIST HANGER W.M J, ILJI. First Fir. Kitchen Sink(on or two traps,with or otherwise on plans without dishwasher and food waste disposer) 1-1/2" tie in new � IF.A.I. ABOVE SUBFLOOR A.S.F. Drawing Status waste line / Laundry Tub 1-1/2" NEW FOUNDATION WALL ------------- to existing ♦ / ON FOOTING waste waste 2"0 ex. L-eX waste // Lavatory DETAIL SYMBOL C.O. waste waste waste / Shower(based on the total flow rate through 1 1 ------------- / showerheads and bodysprays) LOWER TOP OF WALL / / NEW POURED existing waste line C.O. flow rate: (see plan) ------------- (1 1/2" min./2" preferred) existing waste line existing waste line //House Trap 5.7 gpm and less 1-1/2" CONCRETE FOOTING ssue U (3" min. req'd) more than 5.7 gpm up to 12.3 gpm 2" _____________ (3" min. req d) To Approved more than 12.3 gpm up to 25.8 gpm 3" EXISTING FOUNDATION WALL I '� Crawl Space Sanitary System REQUIRED HOLD DOWN more than 25.8 gpm up to 55.6 gpm 4 ------------- LOCATION(see detail) Plumber Riser Diagram Not to scale Dates line of ex. deck above 8/27/21 Issued for Construction r----------------------------------------------------------------------------------------------------- 9/15/21 Issued for Construction I � I � I � I � I � I � A I B I i A5.1 i A5.1 I i i I I I I , t62'-4" I 1 t24'-4" ±38'-0" / R/R deck post, deck girder contractor to verify floor joists and decking ex. anchor bolt spacing No. Date Description as required due to fire damage and consult w/architect - (contractor to verify in field) - - Project : ---------- --------------------------------- R/R sill plate as req'd -� Proposed due to fire damage --- ----- -------- 1 -------------------------------------------------- install anchor bolts in ex.foundation to match existing Fire Repair, Intorior (see ad.'1', same sheet) (contractor to veri existing re FDN g fY existing crawl wall to remain existing ---- ---------------- in field) ---space access- i vent Alterations, / & Additions - -- --------------------------------J----------- i existing foundation For wall to remain Matthew (V LL a I cli a) 0 50'(P 'Simpson' X � 1° -' Existing "Threaded Rod Anchor N CD E LL set w/ 'Simpson' SET �''� i� Erin Adhesive .r_ Cr a X Crawl Space Place Anchor Bolt every 6 feet X +, o.c. d (2) at each corner (6"-12" � `� o � Cunningham max from corner) Mn cE X `0E t o Existing �' existing column&footing— " 2980 Ole Jule Lane E I I locations are assumed 00 N N Slab on Grade -I Mattituck, NY 11952 4-1 r--- r- -� r ---- I I existing girder to remain _ I_.._k. _ _ _ Jurisdiction i I assumed location L_ _J L_ __J L_ __J exist'g 8" Town of Southold Conc. Block Foundation f8'-2" t10'-2" t10'-2" 8'-2" Suffolk County YVaI I Retrofit Drawn By: �'(� Ea a, f23'-8" o NOTE �, E.C. t�.GCdd A. f'S'r� -1111004 Anchor Bolt Detail ----------- Architect was not able to enter crawl space M n -i due to the fire damage.All structure shown +I Checked By: ,' r n LL is assumed,contractor to consult with ' too '4 `------------ i X architect after access is provided to allow M.A.M. a iv for a site observation to decide if any Job No. structural work is required.A new foundation R NEW yOQ �r install anchor bolts in ex.foundation .N plan might be provided to contractor if any 2101 Il (see dtl.'l', same sheet) existin X work is necessary. g existing vent vent Sheet Title ----------- -------- ------------------ Foun at on Plan A B exconchor bolt spacing - Plumbing Riser A5.1 A5.1I I and consult w/architect - Detail f24'-4" f38'-0" t62'-4" Sheet Number: PM Proposed Foundation Plan f -1/4" = 1 '-O" plan north LEGEND B r A5.1 Wall below roof ----------------------- 7-Indicates Bearing Wall TjJIJIJIJjJ_ 12 Indicates Post From Abovex? new new new new continuous Indicated roof pitch X _ (2)2"x4"Hdr. (2)2"x4"Hdr. (2)2"x4"Hdr. (2)2'W"Hdr. Indicates Area to be - omit(1)top plate omit(1)top plate omit(1)top plate omit(1)top plate Packed Down c,%- h .-a ED� I A Bearing wall below roof �ljlJlJlJ1J_ ------ - MW (See Ceiling Note) A5.1 - _; S Cr� { W(2) Indicates area of OR A h itEE�double roof framing------------ rc c F o:� ne — -' Indicates post below ® 21 Main Street Stony Brook NY 11790 r-_, ne w 2„x4" ------ -------------------- ----------------------------------------------- -- --------------_N-- w 3C.J. „ ` �J. - -- ( - - 2 x6 post down to ! s at 16"o.c. Indicates structural beam O /a x14' Ivl flush beampbeam below ; - -. - 2 1 - - - - hone. 631 686-6585 - i (3)2 x4"post below roof fax. 631 email. MMac$na@MMArchitectAlA.com Bathrm. #1 ^ Bathrm #2 i ili s , 6-6786 set bottom flush with ceiling down to foundation a tT-8" j I I i (2) 1/a x9/2 (t38 long) -- - - web. MMArchitectAIA.com � � i t7�_g�� I i Ivl low hdr. cl ht. ❑ J the exclusive property of the architect. L— 9 � Clg._ht' ii new Bedroom #2 These plans are an instrument of service and are o (2)2 x4 ! '. Infringements of the concepts and design ideas -- ! post resented on these drawings shall be prosecuted _ _ t7-8 ight ceiling he to the fullest extent of the law. Copight 2020: ----- -------------- ----- __ - - Michael Macrina Architect, pc. All rights reserved, E no part of the plans may be reproduced without II the expressed written consent of the architect. II U � r 2'-0" 1/2" dia Machine iv c N Bolts 2" o Drawing Status U i i • i i i i " C^ V-0" Steel to be painted all sides Issue f U T with a rust preventor prior to beam assembly Bedroom #3 Detail of typical dbl. steel flitch beam assembly o s ruct on Not to ScaleBedroom #1 t7 8"ceiling height ceiling height I (3)2"x4"post ;; (3)2"x4"post i down to beam ii down to beam (3)2"x4"post below jj below (2) 1%"x14"Ivl flush beam down to foundation set bottom flush with ceiling - (3)2"x4"post Dates L------------------------------------------------------------------------------------------------------------------------------- ! (t38Ion 9) down to foundation new 8/27/21 Issued for Construction 2'x6 C.J. at 16"o.c. 9/15/21 Issued for Construction E ---------------------------- --------„-- -- - --------------------------------------- - A LA5.1 new continuous I I I 1 new continuous ------J Existing (2)2"x4"Hdr. ! i (2)2'W"Hdr. Deck omit(1)top plate j j omit(1)top plate B B A5.1 A5.1 No. Date Description Proposed Second Floor Structural Plan A Project : new new new Proposed 1/4" = 1 '-O" A5.1 ( ) ex. hdr. ex. hdr. (3)2"x4" 2 2"x4" new (2)2"x4" plan north to remain post post (2)2"x10"Hdr. post to remain El Fire Repair, Interior Alterations f i �l`l 1 - --------------------------- ----------' ---- -- 7 new(2)2"x4" ex. hdr. post each side Kitchen & Additions to remain t8'-1"ceiling height = ( , For Existing i I i —post I ; posts I J" =X 1 from I i from , -------------- ------------------ Utility Space s „ „ above above v Matthew new(2) 1/a x11/a u_ E I m i Ivl low hdr. o 1 o cut back ex. IF i & Erin fire damaged ao o E C.J.to new x m 4 N N ■ bearing wall ( N " ° F E Cunning h amo7. 0 a3 � m I� � I� � c- N N L N new171 CD rn rnrn � rn0) "� " " 2980 Ole Jule Lane bearing wall N --- w ;� w Existing v a v a _ - - __ Mattituck, NY 11952 o a n Den "I3 vl3 3 Existing - --', 1 -'Bathrm. #3 00 0 o (jarage Existing t8'-1"ceiling height Jurisdiction x Laundry I -__new(2) 1/ x9/z-Ivl_--_-__ 0 L__-_ ---=__=new(2)13/a x11/-Ivl__= t8-1 - - - `<4 N s „ 7 „ "ceiling height , Town of Southold m iv t9'-6"_ - k _ low hdr. low clg. beam new new new new clg. ht. 0 (3)2"x4" (3)2"x4" 1 i (3)2"x4" 1 (3)2"x4" Suffolk County t m E post post post post m - o m i - x o Existing 11 1 Drawn By: - -= - Family Rm. I I new(3) 1%a"x9y" E.C. ��C' t A f' � Ivl under post from C. 1 t8'-1"ceiling height 1 1 above Checked By: '� 9t+ m s E M.A.M. , e) o I x a a new(3)2"x4" Existing aD o `�'� o post from above � 1 from Dinin Room .� Job No. 0 31?B6 ex, hdr. down to foundation o above) I g min. hdr. required=(2)2"x8" 2101 F �04 to remain � ------ contractor to verify & t8'-1"ceilingheight fY / 1 1 1 replace if necessary Sheet Title u, sister(2) loll I I ex.(2)2"x10" A a to ex. double F.J. F.J. to remain A5.1 1 i 1 Structu ,al Plans WIIAVJ �..� - ---- I i ------------ex. hdr. ex, hdr. Detail to remain ex. hdr. i i i; i ex. hdr. to remain to remain )IILI i I; i i to remain _ provide(3)2"x4"post 2"x4e C.J. j i provide(3)2"x4"post for bracket attachment 1 ; at 16"o_c_ I for bracket attachment L— ----- — -------' J B structural bracket A5.1 ---------- ---------------- ----------- (see elevations) �. Sheet Number : ---------------------------- Proposed First Floor Structural PlanAM min. hdr. required=(2)2"x10" contractor to verify& 4 plan north replace if necessary per i T wide B.W.P I 6'wide B.W.P T wide B.W.P I end condition#1 as per end condition#1 asp P I." figure R602.10.7 of the RCNYS (method CS-WSP) (method CS-WSP) (method CS-WSP) figure R602.10.7 of the RCNYS - , - - - - - - - - - - - - - - - - - BWL 3 Braced Wall Legend : Braced Wall Panel y , _ Construction Assembly Methods -_-___ _ T , - .. �! ------ �-0 Indicates b t b d ll I RCNYS - - ---- - ---�, - 5- spacing between race wall fines Table R602.10.4 of the 2020 0 -i= __ I I I wide B.W.P 2 --� (method ) - ° N Method CS-WSP: (continuous) sheathed wood structural panels)l t ----------------- ------- I\A i h I ------------------- ------------------- Indicates braced wall lines - _ M Exterior sheathing(min. 1/2 plywood)attached with 8d common nails I 00 (0.131 shank x 2.5 long)at 6 oc at the edge and 12 oc in the field andc� r - ) i i • Interior gypsum board attached as per table R602.3(1)with 1-1/2"galvenized II p I i i n za o c roofing nails or 1-5/8"screws type W or S at 7"oc at the edge and in the field. Arch ibect - - - - - - - - Indicates braced wall panel 9 (see details,this sheet) B,�/ .P. braced wall panel 21 Main Street Stony Brook NY 11790 Method GB: (gypsum board each side) m • Gypsum Board fastened at 8"oc at the edge and in the field for nails and 16"oc for screws. CL - braced wall line intersection ., phone. 631686-6585 ---- - ------ -- Nails to be 13 ga. 1-3/8 long 19/64 head, 0.098"dia., 1-1/4"long annular-ringed, fax. 631 686-6786 5d coolers or gypsum board nails 0.086"dia.x 1-5/8"long 9132"head. email. MMacrina@MMArchitectAlA.com indicates holddown Screws to be 1-5/8"type W or S. web. MMArchitectAIA.com 5'wide B.W.P Method GB on exterior walls-specified drywall on interior side with j (method GB) typical plywood sheathing P tYP P g These plans are an instrument of service and are on exterior side fastened as per typical nailing schedule. the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted - - - - - - - - - - - - - - - - - - - BWL 2 Method CS-PF: to the fullest extent of the law. Copyright 2020: - - - - - - - -01- - - - - - - - - - - - - I • To be constructed in accordance with figure 602.10.6.4(see detail same sheet) Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without 4'wide B.W.P--I I - - - - - - - - - - - - - - - - - - - - l -7'wide B.W.P the expressed written consent of the architect. (method CS-WSP) I I I (method CS-WSP) 16'wide B.W.P (method GB) I Drawing Status I N i i i i u _ n e B.W.P �i � Issueu for 0 me od GB) to Consd'Udon CL to ----- _ __________________________________________ ----------------------------- --- Dates - - - - - - _ - - - BWL 1 8/27/21 Issued for Construction - 3'wide B.W.P ! 4'wide B.W.P 3'wide B.W.P 9/15/21 Issued for Construction end condition#1 as per I (method CS-WSP) i (method CS-WSP) (method CS-WSP) end condition#1 as per figure R602.10.7 of the RCNYS figure R602.10.7 of the RCNYS 18'-0" 20'-0" spacing between BWL A-B spacing between BWL B-C BWL A BWL B BWL C First Floor Plan Braced Wall Calculations Second Floor Braced Wall Plan Schedule as per 12:020 RCNYS, section 602.10 -1 /4" = ' '-011. 71annorth Braced Wall Line Code A B C 1 2 3 No. Date Description Section Bracing Method table GB GB CS-WSP CS-WSP GB CS-WSP Project 60.?.10.4 full-height blocking Length table " " " continuous rim continuous along length Min. Panel Len 24 48 24 24" 48" 24" g 60:2.10.5 or band joist of braced wall panel Proposed Braced Wall Line Spacing per 18' 20' 20' 16' 16' 15' Perpendicular framing plan Fire Repair, Interior Required Bracing Length table braced wan along 8d at 6" all p long q g g 602:.10.3(1) 4' 6.5' 4' 4' 8.5' 4' p braced wall panel terations, & Additions I`.able braced wall panel braced wall panel I I _J L_J O L_ Wind Adjustment Factors 602.10.3(2) 1. Exposure category 1.00 1.00 1.00 1.00 3-16d at 16"o.c.along -16d at 16"o.c.along Imo_ IEl - braced wall panel braced wall panel end condition#1 as per 4'wide B.W.P ',' \ ------ - - For 2. Roof eave to ridge height .7 .7 .7 .7 .7 .7 wide�. P 3. Wall height 9 9 9 9 9 9 perpendicular framing figure R602.10.7 of the RCNYS (method CS-WSP) (m th6d CS- SP) 4. Number of BWL per directio 1.3 1.3 1.3 1.3 1.3 1.3 continuous rim full-height blocking - I I Matthew II or band joist continuous along length I I 5. Additional holddowns n/a n/a n/a n/a n/a n/a of braced wall panel BWL 2 - - - - - 41 6. Gypsum omitted n/a n/a n/a n/a n/a n/a FIGURE R602.10.8(1) 0 4'wide B.W.P� Erin 7. G sum board fastenin n/a n/a n/a n/a n/a n/a (method CS-WSP) I I vP g BRACED WALL PANEL CONNECTION WHEN I I -------------------------- ---------------- , I I i II average adjustment factor 1 1 1 1 1 1 PERPENDICULAR TO FLOOR / CEILING FRAMING I Cunningham- Adjusted 6'wid B.W.P I ;Braced Wall Length 4' 8.5' 4' 4' 8.5' 4' additional framing (metho GB) 2980 Ole Jule Lane member directly above continuous rim braced wall panel full-height blocking Bracing Length Provided 10, 19, 13' 10, 21' 12' or end joist # braced wall panel I I Mattituck, NY 11952 Compliance (pass/fail) pass pass pass pass pass pass toe-nail 3-8d nails at II 8d at 6"o.c.along 8d at 6"o.c.along each blocking member I I I Jurisdiction raced wall panel braced wall panel j z - i Second Floor Plan Braced Wall Calculations _ Town of Southold Schedule as per 2.020 RCNYS, section 602.10 braced wall panel braced wall panel braced wallpanet N 1 Suffolk County 3-16d at 16"o.c.along 3-16d at each --- o - Code I Braced Wall Line Section A B 1 2 3 16d at 16"o.c.along braced wall panel blocking member 1 - I-- , -- braced wall panel I I -a ---. --------------------- i --------------------- -------- t,9ble 2-16d nails each side --------------------- ----------------------------- Bracing Method CS-WSP CS-WSP CS-PF CS-WSP I I Drawn By: �� a RC 602.10.4 continuous rim additional Taming 9'wide B.W.P or end joist member direct) above full-height blocking method GB 'r Min. Panel Length table 32" 48" 16" 32" braced wall panel at 16"o.c.along g ( ) I I I E.C. 602.10.5 braced wall panel Checked By: U4 Braced Wall Line Spacing ipan 20' 20' 20' 20' FIGURE R602.10.8 2 ( ) I I M.A.M. table Required Bracing Length 602'10.3(1) 4' 8.5' 4' 4' BRACED WALL PANEL CONNECTION WHEN No. `� 86 04 PARALLEL TO FLOOR / CEILING FRAMING I Job 31�1 -i 4'wide B.W.P (table o a (method CS-WSP) I , I I i 2101 / / 0p N0- Wind Adjustment Factors 602:.10.3(2) -1 (n I I 1. Exposure category 1.00 1.00 1.00 1.00 BWL 1 - - - - - - - I Sheet Title 2. Roof eave to ridge height 1.00 1.00 1.00 1.00 - - - r � I I \ 3. Wall height .9 .9 .9 .9 �16"wide B.W.P 32"wide B.W.P ------- Brace, II Plans 4. Number of BWL per directior 1.0 1.0 1.0 1.0 end condition#1 as per I (method CS-WSP) (method CS-WSP) figure R602.10.7 of the RCNYS 5. Additional holddowns n/a n/a n/a n/a 201-0" 1 4'-0" spacing between BWL A-B offset 6. Gypsum omitted n/a n/a n/a n/a 7. Gypsum board fastening n/a n/a n/a n/a BWL A BWL B average adjustment factor 1.0 1.0 1.0 1.0 I !I III �_____________________ I I ' I Ijl I I I!I ICI I I 1 '1 1;1 I Adjusted Braced Wall Length 4' 8.5' 4' 4' i I J I i Sheet Number : Bracing Length Provided 8' 15' 4' 8' First Floor Braced Wall Plan 1 Compliance (pass/fail) pass pass pass pass 1/4" = 1 '-O" -- 71annorth ----- ------------------------- new metal enclosure —F9- to be selected Typical Siding Typical Asphalt Roofing Exterior Trim Boards ex. chimney Horizontal Vinyl Siding to be selected over Architectural Asphalt Roof Shingles Material to remain ±3 existing rake Tyvek house wrap(tape all seams) to be,selected All Exterior Trim Boards are to be'Azek'or equal. over Plywood Sheathing over GAF'deck armour,continuously wrap up all , adjacent wall surfaces a min. of 12". Installation over plywood sheathing Install as per manufacturer specifications: i see typical rake Eave Protection -Install 2 fasteners per every framing member detail 1, sheet A5.1 C l� typical Gutters Install(1) Layer of Ice&Watershield(self-adhering for trim board applications. siding polymer modified bitumen sheet)from the eaves edge -Install over flat solid substrate. ex. plate height to a point at least 24"inside the exterior wall -*a * C'-'- r i n -,a All Gutters are to be 6"half round aluminum line of the building. -All'Azek'Joints are to be Glued with'Azek'adhesive see typical rake typical All Leaders(downspouts)are to be 3"round -Utilize cortex screw&plug fasteners Arch itE) ^� detail 1,sheet A5.1 ` siding Low Sloped Roof Protection(2:12 to 4:12 pitch) (�. typical - continuous blind Install (1)layer of ice&watershield over the plywood siding metal step flashing x Typical Sizes House: -----, o sheathing Instead of the 30#felt paper. step - ex. ex. ex. (typical) I Flashing •Fascia Board-1"x6"fascia 21 Main Street Stony Brook NY 11790 continuous blind ,_ alum. r- --, Fasteners metal step flashing _ flashing - - , 1 2 Rake Board- 1"x2 trim board over 1"x6"rake board Fmetal standing seam All Fasteners are to be corrosion-resistant with a (typical) 00 SP X 211 - -1_ 5 •Frieze Board under Rake- VxT frieze board over %4'pack-out phone. 631 686-6585 -�� roof to be selected For all Horizontal Wall to Roof Intersections, minimum penetration of 3/4"into the sheathing. fax. 631 686-6786 � r -- continuous blind P g •Frieze Board under Eave-1"xT frieze board over V4'pack out +I o- metal step flashing Install Aluminum Coll Flashing. Use(6)fasteners for each shingle. •Soffit-vented vinyl soffit to be selected email. MMacrina@MMArchitectAIA.com CU s E (typical) second floor subfloor Y _ _ _ _ - _ _ _ _ For all Sloped Wall to Roof Intersections, Ventilation s web. MMArchitectAIA.com typical --, ex. plate height Install Aluminum Step Flashing. Corner Boards- /4"x 4' -Vented attic These plans are an instrument of service and are siding All Window Drip Caps to be Aluminum. -Continue ridge vents the exclusive property of the architect. Infringements of the concepts and design ideas remove/replace presented on these drawings shall be prosecuted existing railing to the fullest extent of the law. Copyright 2020: Michael Macrina Architect, pc. All rights reserved, as required due no part of the plans may be reproduced without to fire damage ypical"� ex.chimney continuous ridge vent---, the expressed written consent of the architect. idin new light i to remain _ _ top of ridge g fixture(typ-) wood bracket'A' -H thin stone 2"tall (detail 3, sheet A5.1) Drawing Status 111 veneer to bluestone 12 new g be selected cap comer boards typical see typical eave 0) _ _ _ _ _ _ _ _ _ _ _ roofing detail 2, sheet A5.1 f; t, �,fi f; is first floor subfloor yy _ - - ex. plate height i/ �/ i/-� - i/- - - -/�/ Issueo . for garage slab I ; --_____J I continuous ridge vent typicalEU J f I' I remove/replace i i i I s siding u c O n existing lattice I ________ I I I 1---------------------------------------------------------��-------------1-, I s continuous blind 203 204 i� ,as required due �- _ 201 202 t L—_________1______________________________________________ 1_______—_—_--J see typical metal step flashing continuous blind -H o+ to fire damage H typical s rake detail (typical) metal flashing s roofing (sheet A5.1) r__—i' 1 2 (typical) x M Proposed Left Elevation see typical eave _ -� 1 p _ J - ,6 _ _ 1/4" _ .1 '-O" detail 2, sheet A5.1 typical_ �� r ical siding typical - - - - - - _ second floor esubfloor cN eight roofing #YP 9 A�� roofing _ e height o Dates r fated vertically) I 0 8/27/21 Issued for Construction typical a . ❑ a ex. eave a new siding to remain 9/15/21 Issued for Construction �'---" corner ❑ boards Align s fascia � Align ❑ ❑ Align i garage door I fascia fascia co to be selected -H 0 101 103 104 _ +I � ex. x. Lex.J - - new light 2 fixture 114 new light "tall bluestone cap I I - - fixture YP•)t new structural bracket ( i/ i/ first floor subfloor see detail 51 thin stone veneer ;f, 1 - _ -f; - - _ - - - - - - - - - - - - to be selected11LIL11HU Ill!IIIIN- - - natural grade I No. Date Description I I I I � I - I -------Ajign------- -----------------------------------------------------�� Project --------------------------------------------_-------------------L--------fascia cia -------------------------------------------------------------------------------------- Proposed Proposed Front Elevation Fire Repair, Interior 1/.4" = .1 .-0.. continuous ridge vent---, ex.chimney Alterations, to remain & Additions typical � see typical eave roofing detail 2, sheet A5.1 For ex. plate height _ _ Matthew continuous ridge vent & Erin o typical s 12 -!71+3 205 206 207 siding l 209 210 Cunningham existing rake 208 -H 3 continuous blind metal flashing co pp typical aGgr a//gn (typical) flashing roofing see typical eave 2980 Ole Jule Lane see typical rake second floor subfloor ---------------------------------------------------------------------------------------------------------------- ------------------ I------------------------------ - detail 2, sheetA5.1 Mattituck, NY 11952 tyP - - - - - - - I� detail 1, sheet A5.1 - ex. late height typical roofing Jurisdiction ex. late hei ht _ _ _ ' r typical ex. eave Town of Southold siding to remain — typical Suffolk county continuous blind o siding I metal step flashing T O fascianew i comer ex. ex. ex. ex. ex. ex. (typical) �-H } FtY 1107 CO s R new light- - continuous blind Ical 2 W fixture(typ boards �s +l metal step flashing 109 10 (typical) L F new light typical ` 108 0 o Drawn By: C}� typical typical fixture siding E.C. � P qC,Q YP LU siding second floor subfloor siding first floor subfloor _ _ Checked B tea Vr 9 ex. late height - -_ - - - _ - - - - - - - - - - y• � � 9 _- , y�f. spy - i M.A.M. Y Job No. 03 I -------u 2101 I 1 I I I Align �a' 106 L--------------------------------------------------------------------------------------------------- I --------------------------------------------------------------- -I Sheet Title : rfascia 1 ex. L-----------------------------------------------------------------------------------------------------J----------------------------------------------------------------00 Elevate n, s co L s E Proposed Bear Elevation V first floor subfloor F 1/4" = 1 '-O" I I Sheet Number : ,-LI � -----------------------------------------------------------------------------------�-� L------------------------------------------------------------------------------------J Proposed Right Elevation p g 1/4" = 1 '-O" Overhang see roof plan —typical roof shingle ice and water shield i C E6 underlayment -a c,- r n -a �s 1 d �r 1"x2"Trim Board ^rch itoct 0 } 21 Main Street Stony Brook NY 11790 Roof Rafter 1"x6"Rake Board phone. 631 686-6585 cv cv fax. 631 686-6786 - - - - email. MMacrina@MMArchitectAIA.com web. MMArchitectAIA.com 5/4"blocking for frieze board These plans are an Instrument of service and are vented vinyl soffit e exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted 1"x6"frieze board to the fullest extent of the law. Copyright 2020: Michael Macrina Architect, pc. All rights reserved, 1 no part of the plans may be reproduced without the expressed written consent of the architect. Ffl Drawing Status typical siding Issued fo -ridge board Const l�u Ct I O Typical Rake Detail S1 (see roof plan) -1 2 _ _ _ _ _ _ _ top of ridge 12 — - 5 2 Dates :t30 j roof rafters 2"W'collar ties at 32"o.c. (see roof plan) _ _ _ _ in foreground over garage -18/27/21 Issued for Construction A6.1 — — — — — — — — — — — — set bot. at 24"above wall plate 70 9/15/21 Issued for Construction — — — H Ice&Water Shield from fascia to � Y ti" xY,. xXY1� . :�x��x�xr�>;x rar�xY a;y�x yxY7xy `ya�J? plate hei eight 24"past inside face of wall a;a ;_ ��� a ' 7 - z,- new Gelling foists t12" (see first floor \- structural plan) 0 0 overhang l Roof Rafter! Existing - R/R insulation Utility ! (see schedule) rn Room Existing typical gutter Laundry No. Date Description 2"x4"soff• framing at 16"oc - Room Project first floor subfloor ,align with existingProposed E 1"x6"fascia board Fire Repair, Interior Alterations vented vinyl soffit 7 1"x6"frieze board S e ct i o n & Additions Ci over 5/4"pack-out to match existing = 1/4" 1 '-O" ,! For ridge board atthew typical siding (see roof plan)new ceiling joists 12and roof rafters of beam +3 of beam & Eri n (see roof plan) existing roof rafters S2 n new ceiling joists Cunningham existing and roof rafters Typical Flat E ave Detail A6.1 teco ceiling joists (see roof plan) 2980 Ole Jule Lane 3" = 1 '-o•' single top plates plate height Mattituck, NY 11952 over each I I - - window header existing rafters teco existing new insulation 6 R/R insulation new flush beam ceiling joists (see schedule) 1 6" to be cut flush new flush beam (see schedule) (see struc. plan) to new b Jurisdiction 2,-8" 5Y2" overhang with new beam (see struc. plan) beam overhang s ■ v+ Bathrm. #� I L verify exact plate o Town of Southold +� 9 Bedroom #1 height in field to Suffolk Count ? 0 maintain ex. roof pitch y 12 Ali , fasten bracket to solid post new insulation in wall w/ 1/2"dia. x 6" long ±30 a in schedule) _sec.floor subfloor Drawn By: �4g't Ea a� `--- - lag bolts &washers (2)top eX- _ _ _ plate height E.C. 4Q- SAE �A tiG i . 8 & (2) bottom Checked By: * �o overhang' �rhan M.A.M. p existing existing F` �3Z 0o existing Existing Existing Job No. 0A 86 oa1& Cap lag Screws I R/R insulation— .. floor joists NEW Y M (see schedule) ' Den Family Rm. � 2101 w/cedar plugs to remain �/ J Sheet Title Mfr: Prowoodmarket.com C � Model# 13T1 c Finish: Smooth -- --- _ _ _first floor subfloor Sections ,{ t >; 7 .A Y Y l Y .� .�t 4 Species: Western Red Cedar .--- _'• - -a_kx '�:_>.�`y t. �, _�_. r: '_��' ., ��1_� �k ��'� r�>�.:, x� . )Y_!A:� ��:_ �s a__} N1 v;�1 Details _. . This bracket is to be ordered ai s as a structural bracket Existing existing fdn. Crawl Space wall to remain Quantity(2) r . r Typical Cedar Bracket Details Sheet Number : " = 1 •_O•' Section 1/4" = 1 '-O" STRAPPING DETAILS Strapping can be installed directly to rough framing or over plywood sheathing. FASTENING SCHEDULE . Table R602.3(1) of the 2020 RCNYS Contractor to contact local building dept. for required strapping inspection. FILLER BLOCK NOTE. This schedule does not include nailing for metal framing straps 0 ;..;..; , (see section for strapping and requirements section for rough opening framing requirements). All nailing is a general specification it applies unless noted otherwise. HIP Porch / Deck Strapping Details PLATE ONE 16d Joint Description No.of Nails Nail Spacing required uplift force as per RAFTER TO FILLER SIMPSON STRONG-TIE BLOCK THREE 16d ROOF &CEILING FRAMING 'CS20' Coil Strap table R802.11 of the TWO 16d over every rafter 2020 RCNYS = 246 pounds TO FILLER Rafter to Top Plate (toe—nail) (3) 10d common Per Rafter I p SIMPSON STR G-TIE BLOCKKA Ceiling Joist to Top Plate (toe—nail) (3) 8d common Per Joist N 'HCP2' (single h rafter) i C 16d Ceiling Joist to Parallel Rafter (face—nail) (6) 16d common Each Lap (3) 8d Nails ° 'HCP4' (double hip fter) tt STAGGERED Ceiling Joist lops over Partitions (face—nail) (3) 8d common Each Lap �� °oKA 12"O.C. (3) 8d Nails (5) 8o rafter Nails ° � ' �j r 16d 12"O.C. VERTICAL ° Collar Tie to Rafter (face—nail) (3) 10d common Each End t0 rafter ° "f0 SPACER RIDGE o a Simpson Strong-Tie /krch itE) i STUD Blocking to Rafter (toe—nail) (3) 8d common Each End ° _-- o -ABA46 Strong-Tie —Ti C BCARD 'STAGGERED Rafter to Ridge Board (end-nail) (2) 16d common Per Rafter ° -- (2) 8dxl-1/2" Nails PLATE -ABA44 4"x4" Post WALL FRAMING 0 � to plates �•• -ABA66 �6%6" Post THREE 16d ROOF ROOF ° =• 21 Main Street Stony Brook NY 11790 _ WALL TO FILLER Top Plate to Top Plate (face-nail) (2) 16d common 16" oc 0 RAFTER RAFTER °o SIMPSON STRONG-TIE LJ Fill Void with STUD 10d TOE- H2A at each rafter Rigid Insulation ° op Plates at (face—nail) common Joist—Eache NAILED BLOCK T Plt t intersections (4) 16d Sid (575 pounds) phone. 631 686-6585 Prior to Sheath'g TO SOLE ° Stud to Stud (face—nail) (2) 16d common 24" o.c. Typical Post Base (5) 8dx1-1/2" Nails fax. 631 686-6786 SHOE Header to Header (face—nail) 16d common 16"o.c. Along Edges rn to stud Connection n eeti o n Detail v, email. MMacrina MMArchitectAlA.com Top of Bottom Plate to Stud (end—nail) (2) 16d common Per Stud 1 Rafter to Rafter Roof Rafter to Plate Hip Rafter web. MMArchitectAIA.com Bottom Plate to Floor Joist, Band Joist, (2) 16d common Per Foot SC Connection Detail S2to Wall Stud Detail to Plate Detail " These plans are an instrument of service and are SHOE End Joist, or Blocking (face—nail) 2 x Ledger fastened the exclusive property of the architect. to wall structure Infringements of the concepts and design ideas FLOOR FRAMING presented on these drawings shall be prosecuted joist hanger to the fullest extent of the law. Joist to Sill Top Plate or Girder (toe—nail) (4) 8d common Per Joist (5) 8d Nails 'Simpson' H2.5 A Copyright 2020: 600 pounds) Michael Macrino Architect, pc. All rights reserved, ■ Bridging to Joist (toe—nail) (2) 8d common Each End ( p ) See Rafter to Beam to no part of the plans may be reproduced without Detaiof typical exterior of typical Post Strapping Detail (S5) the expressed written consent of the architect. l partition intersection Detail exterior corner post Blocking to Joist (toe—nail) (2) 8d common Each End hip / valley Blocking to Sill or Top Plate (toe—nail) (3) 16d common Each Block , , rafter I_\ not to scale not to scale o rafter Sim on L70 J Ledger Strip to Beam (face—nail) (3) 16d common Each Joist SIMPSON ST G-TIE o �� Drawing Status Joist to Ledger to Beam (toe—nail) (3) 8d common Per Joist Model 'HRC1. 1" ° Band Joist to Joist (end—nail) (3) 16d common Per Joist o ° NIP O , I common Band Joist to Sill or Top Plate (toe—nail) (2) 16d common Per Foot ° ° RAFTER °° rafter " ° joist hanger ROOF SHEATHING ° ° RAFTER HIP °° ° 2"x Ledger fastened Structural Panels (see zone diagram) to wall structure �• full-height blocking GE ° (5) o Issue fo continuous along length Interior Zone 8d common 12" pace 0 8d N 's ° continuous rim Porch Rafter of braced wall panel Perimeter Zone 8d common 6" pace � a +.� ■ or band joist 0 SIMPSON STRONG- 0 perpendicular framing Gable Wall Edge Zone 8d common 4" pace ° o Connection n s I,u C 10 1 I g 'CS20' Coil Stra o &oats"o.c.alon g CEILING SHEATHING over every stud8d Nails ° Assembly Detail g 8d at 6"o.c.alon Gypsum Wallboard 5d coolers 7" Edge /10" Field braced wall panel braced wall panel WALL SHEATHING Hip Rafter Roof Beam to pRid e Detail Porch Roof Rafter to Common Rafter to —( ) Structural Panels 8d common 6" Edge /12" Field g S Beam to Post Detail H 3 8d Common Nails braced wall panel braced wall panel /Va I I e Rafter Dtl. p p Garage Door Portal Openings 8d common 3"oc into all framing at Each End of Strap Gypsum Wallboard 5d coolers 7" Ede 7" Field Wrap CS20 Strap Continuous Dates 3-16d at 16"pace along 3-16d at 16"pace along yp g braced wall panel braced wall panel FLOOR SHEATHING (Subfloor) From Porch Bm. over Roof Bm. perpendicular framing LA Structural Panels Back Down to Porch Bm. continuous rim full-height blocking 1" or Less 8d common 6" Edge / 12" Field (4) 8d Nails plate As Shown 8 2 /21 ssUe for Construction I�n� If cripple studs are utilized over 9/15/21 Issued for Construction or band joist continuous along length Greater than 1" tOd common s" Edge /6" Field V/ (8) 8d Nails • LEENE)NGTH second flr. header,then provide one CS18 of braced wall panel cur strap from top plate to cripple stud FIGURE R602.10.8 1 is LENGTH header &from cripple stud to header Load-Bear'g Hollow ( ) SIMPSON STRONG-TIE Fiberglass Column BRACED WALL PANEL CONNECTION WHEN Al (8) 8d Nails 'CS20' Coil Strap in °17- 8 8d Nails W over every stud / ( ) PERPENDICULAR TO FLOOR / CEILING FRAMING Q N LCUT H (1,030 pounds) (8) 8d Nails —(3) 8d Common Nails CONNECTION OF MULTIPLE PIECES a SIMPSON STRONG-TIE at Each End of Strap CLEAR OF TOP-LOADED BEAMS(1) 3 SPANStrap Porch Girder p over e verylljack & king stud SIMPSON STRONG-TIE Post to Beam Strapping 13/4"Width Pieces: w — Simpson H2.5 additional framing CS20 Coil Strap »� FF member directly above • Minimum of 3 rows 10d(Y x 0.128")nails at 12"o.c. over every stud Install 'Simpson' CMST16 X (8) 8d Nails Post continuous rim braced wall panel full-height blocking for 16 ft Wide sliding door a .' first floor or end joist at 16"o.c.along • Minimum of 4 rows tOd(3"x 0.128")nnils at 12"pace ^ (1,030 pounds) 9 Y . Post Base braced wall panel LL. Provide strap for _ for 14"and deeper beams rR END p `t► LENGTN each jack stud when No. Date Description toe nail 3-8d Waits at • If using 12d(3%")or larger nails,the number multiple jack studs 8d at 6"o.c.along 8d at 6"o.c.along each blocking member (8) 8d Nails (8) 8d Nails e p braced wall panel braced wall panel of nailing rows may be reduced by one. to are required Concrete Pier p o q Project braced wall panel braced wall panel braced wall panel 3%"Width Places: to N rim joist Hollow Porch Column Proposed 8 8d Nails to Deck AssemblyDetail • Minimum of 2 rows y"bolts at ( ) 3race at all pace along 3-16d at each 24"pace Staggered Fire Repair, Intorior brace at all pace along braced wall panel blocking member be Load must t e applied sevenlyecon across entireGS7 a b Ie Stud Wa I I FiS8rst FIoor to Second Jaek Stud at braced wall panel beam width.Otherwise,use connections for side-loaded beams. 2-16dnailseachside Additional nailing or bolting may be to Wall Stud Dtl. Floor Wall Stud Detail Header Opening continuous rinnS9 additional framing required with side-loaded multiple-member p g Alterations, or end joist member direct) above full-height blocking Y 9 9 beams.Refer to current product literature. & Additions braced wall panel at 16"pace along braced wall panel Roof Beam —Porch Roof Rafter to Beam FIGURE R602.10.8(2) N 0 (4) 8d Nails to Post Strapping (S5) For BRACED WALL PANEL CONNECTION WHEN H SIMPSON STRONG-TIE SIMPSON STRONG-TIE N 'CS20' Coil Strap SSP stud plate tie /, 8)PARALLEL TO FLOUR / CEILING FRAMING (� P over every stud SIMPSON STRONG-TIE 8d Nails Matthew over every stud (435 pounds) 'CS20' Coil Strap(1,030 pounds) over every stud W % n (4) 10d Nails ° Solid Wood Post Inside Hollow Column & Erin Rim Joist (4) 8d Nails e\\o'ptie blocking Or Load-Bear'g Hollow PSPN516Z Fiberglass Column Cunningham 'Z-Max' RPS28 MSTC52 ) 8 STRONG-TIE all 8 Q. (4 d 5 8d Nails ; 29 0 Ole Jule Lane ^ SIMPSON ��' i Post Base inside �L 'LTP 4' Is H2.5 A ° ° o�S Hollow Column (see Dtl.) :. .. ...- 4 8d * Space one for _ o ° �\O (8) 8d Nails Mattltuc , NY 11952 ( ) �) IIIIII every stud IIIII to late k III foundation III I p p joist hanger III " �- II ill - I I 5 8d 1 1 'I II l x 2 Nails II I - •I°°+ I I ll III ( ) / SIMPSON STR G-TIE rn oil 'CS20' Coil Str E--Concrete Foundation Jurisdiction stud VJ 3 10d Nails over ever stud III III ( ) y IIIII IIIIIIAtli 11111111 L (8) 8d Nails Town of Southold 0 ATEROR ,V PIPE Suffolk County RIDGE 0 Wall Stud to Wall Stud to Sill Plate Cantilevered Wall Stud Rim i Detail 1 m J o st at r W S 0Sil Ga a e all Ri S12to m to To Plate D it R � gp eta Solid Post Porch Column to Found n Assembl D I Drawn By 'EO y t ATTIC E.C.to gy' SS1.5 m C9 Q' qCIAN NS106 �, Beam to Joist Strapping Checked By: ►. -1 Note: STRAPP Simpson H2.5 hot-dipped ed a v ING INSTRUCTIONS p ( pp g I .) y NS1 a 8 Required where note M.A.M. ( '' °° v 0 9 on Ions 1. All Strapping To Be 1-1/4" Wide 20 Go. Steel ° Q BLOCKING 2� BAYS N ®' p or 'Sim son' Equivalent CS20 coiled strap) see deck ledger °I° N lV o BACK ® 48 o.c. _ HD P q ( p) (4) 8d Nails Deck Joist detail, same sht. Job No. in86 O� Unless Noted Otherwise. F y 0 .(jS for attachment NSW NS1 V m ++ 2. Use Stainless Steel Straps & Fasteners or 2101 SECOND FLOOR Soli orner Post Hot-Di ed Galvanized When in Cot to house / w > a Solid Corner P pp n act HSS2- S 'y. _ Q Q with Pressure treated Lumber. Z (4) 8d Nails Porch Girder Sheet Title N = SIMPSON HDU8-S 2.5 3. Install Strapping For All New Construction. PP 9 r Y LINES w'�'.,...., :. � � And where noted on plans Post to Beam Strapping 0 7 8" dip. 2-16d Common Simpson H2.5 (hot-dipped galv.) Stra ' etai Is � "•:•: - � 4. Install Strapping for Each of the Following: > HSS2-3-SDS1.5 '' ' 'Si son' HDU4-SDS2.5 Threaded Rod nails CaA 6 pace Post _ BLOCKING 2 BAYS U Idown for full length -Rafter to Rafter over Ridge Post Base NS1 BACK ® 48" pace c -Rafter to Plate to Stud Nailing Se h■ ELECTRICAL WIRING Of Stud C Blocking aD -Hip Rafter to Plate to Stud 0 FIRST FLOOR C ® Endwall I second floor o ° I -Common Rafter to Hi Valle Rafter Framing Details 0:• ..:�Ns1 0 p I a P/ Y PSPN516Z LOAD BEARING WALL (with HVAC Chase) �• 0 I I o —End Wall Studs to Wall Studs " a R MSTC52 III -Header to Jack Stud Concrete Pier `� `PSPN58Z % U ' - " dia. Threaed Rod °, -Jack Stud to Rim Joist - � a•° C Rim Joist Em dded 12" into Concrete o -Wall Stud to Rim Joist •.•� RPS28Z BLOCKING 2 BAYS O w/ ' pson 'SET' Adhesive = =Cantilevered Stud to wall below If footing occurs BACK ® 48" o.c. Rim Joist to Sill Plate install (2)#4 dowels Sheet Number : 'SIMPSON' HDU8 DS2.5/ first floor -Rafter to Ledger with joist hanger Plumbing , rill 01:tj Electrical & HVAC Protection Guards Gable Wall Blockin MI o Holddown Connecti Dtl. Holddown Conn tion Dtl. a -Rafter to Beam to Post g �o -Beam to Post to Floor Beam Deck Strapping 1 for first floor to second floor con ction nC -Floor Beam to Post , not to scale not to scale where noted on floor plans 0 -Post to Pier (footing) Assembly Detail -Joists to Beam SHEET INDEX VF PLACARD CODE DATA BUILDING DATA Sheet No. Description NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, • 2020 RESIDENTIAL CODE OF NYS FLOOR AREA BREAKDOWN : A-1 Code Data PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER • 2020 RESIDENTIAL CODE OF NYS FOR CONSTRUCTION IN RESIDENTIAL STRUCTURES Floor Level Existing Proposed Total Building Data (In accordance with Title 19 NYCRR PART 1265) GRAVITY & LATERAL DESIGN Scope Of Work TO: Town of Southold (braced wall method) Cellar Level (finished) � • APPENDIX J OF THE 2020 RCNYS C a Lot Description First Floor Level 1,353 sq.ft. 1,353 p OWNER OF PROPERTY: Matthew&Ern Cunningham (Sect. AJ4 and AJ5) U) sq.ft. 0) Vicinity Map SUBJECT PROPERTY(ADDRESS ANE TAX MAP NUMBER): • TOWN OF SOUTHOLD ZONING CODE C Second Floor Level 948 sq.ft. 176 sq.ft. 1,124 sq.ft. KA -a Zoning Analysis 2980 Ole Jule Lane, Mattituck, NY 11952 c r 1 n .-a SCTM#1000-122-4-17 USE: Single Family Detached Residential � Attic Level /N rc h i te ct Deck Plans PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): CONSTRUCTION: Wood Frame (un-sprinklered) l0 Total 2,301 sq.ft. 176sq.ft. 2,477sq.ft. A-2 El New Residential Structure ENERGY CODE COMPLIANCE METHOD 21 Main Street Stony Brook NY 11790 Cn Deck Elevations ❑ Addition to Existing Residential Structure = Garage 0 386 sq.ft. 386 sq.ft. hone. 631 686-6585 Deck Section El Rehabilitation to Existing Residential Structure P fax. 631 686-6786 General Notes TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT U) email. MMacrina@MMArchitectAIA.com PROPERTY REFERENCE ABOVE WILL UTILIZE web. MMArchitectAIA.com (check each applicable line): These plans are an instrument of service and are ❑ Truss Type Construction(TT) A the exclusive property of the architect. Infringements of the concepts and design ideas ❑ Pre-Engineered Wood Construction(PW) AREA DIAGRAM / CLASSIFICATION presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2022: ❑ Timber Construction(TC) Michael Macrino Architect, pc. All rights reserved, no part of the plans may be reproduced without IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE): the expressed written consent of the architect. ❑ Floor Framing, Including Girders and Beams(F) ❑ Roof Framing(R) Climatic & Geographic Design Criteria : Table R301.2(1) Drawing Status ❑ Floor Framing and Roof Framing iFR) > Ground Snow Load: 20 psf N Speed: 130 mph ultimate wind speed(actual 128 mph) _J SIGNATURE: DATE: PRINT NAME: C Topographic Effects: No - ( ) ❑ Owner's Representative o Wind Exposure Category: B 0 CAPACITY Check One : ❑ Owner PriorBuilt - � Seismic Design Category: B -Poe�y 6 DIAMETER Special Wind Region No Wind Bome Debris Zone Yes E o Weathering: Severe Ex0 l�� isting�Sed REFLECTIVE WHITE Mtm To be Le alined REFLECTIVE RED cEa Frost Line Depth: 36 inches Existing Deck PANTONE#167 a To be Legalized ' 2 Termite: Moderate to Heavy Dates a 717/22 Issued to Building Department U) 9 P Existing Winter Design Temperature 11°F Deck i Ice Barrier Underlayment Required Valley's&Eave Perimeter N 1 > Flood Hazards N/A J Air Freezing Index 618 O Mean Annual Temp. 52.1° F LL+, Existing i Existing H Component and Cladding Loads: Table R301.2(2) N Garage Living Space m ZONE 4 18.2 -19.0 L I „ o I 1/2 co `h STROKE ZONE 5 18.2 -24.0 The construction type designation shall be - N ZONE 1 16.7 -18.0 "III","IV'or'V' �; No. Date Description to indicate the construction ZONE 2 16.7 -21.0 classification of the ----- structure under DESIGNATION FOR STRUCTURAL ZONE 3 16.7 -21.0 Project section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ZONE 1 10.5 -16.0 Existing Legalize - o a o Landing O M ZONE 2 10.5 -29.0 "IF" FLOOR CONSTRUCTION,INCLUDING N Prior Built GIRDERS AND BEAMS LH r r ZONE 3 10.5 -43.0 "R" ROOF FRAMING (�� f 7 : U ZONE 1 10.0 -18.0 OCC�.JP! to :, - Deck U L D f i "FR" FLOOR AND ROOF FRAMING `i? APPROVED DOTED rA. STANDARDS AND CODES co ZONE 2 10.0 -30.0 I r, i ++ gg DATE: o� o? - B.P.# (O 3 USE !S U I G..., V" o ZONE 3 10.0 -46.0 FE _�I/ BY: For > NOTIFY BUILDING DEPARTMENT AT WITHOUT CERTiF CA L. I :�efore You Dig Zone Diagrams : 0 631-765-1802 8AMTO4PMFORTHE OF OCCUPANCY ' 2 16- FOLLOWING INSPECTIONS: Electric Power Limes 0 1. FOUNDATION-TWO REQUIRED Matthew Gas,Oil,or Steam �.'� , 3 3 � FOR POURED CONCRETE r--�-�� -- s 2. ROUGH-FRAMING&PLUMBING L I Communlc4on Lines,CATV s 3 , 4 _IIIWs '0 3. INSULATION �" t ¢ Erin bl Water 2 2 FINAL MUST coar�-�w�c ' nn�f Potable 5 5 0 4. F -� N BE COMPLETE FOR C.O. Fp.�3 I �`�A ' . " . ' ■ Reclaimed Water,Irrigation,Slurry 4 a 5 s Interior Sewers and Drain Lines (n Knawrvttat's�?e�aW. ALL CONSTRUCTION SHALL MEET unnin h am Gable 5 5 REQUIREMENTS OF THE CODES OF NEW Call before you dig. Temporary Survey Markings Wall ® Zone YORK STATE. NOT RESPONSIBLE FOR Proposed Excavation Edge Perimeter / DESIGN ORCONSTRUCTONERRORS 2980 Ole Jule Lane Zone 4 Zone 4 Mattituck, NY 11952 VICINITY MAP MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Table R301.5 . USE LIVE LOAD DEAD LOAD Jurisdiction Exterior Balconies and decks 40 psf 10 psf SCOPE OF WORK Town of Southold Fire Escapes 40 psf 10 psf Suffolk County Passenger Vehicle Garages 50 psf as per plan Legalize existing prior built deck Unhabitable ATTICS without Storage 10 psf 10 psf Unhabitable ATTICS with Storage 20 psf 10 psf Drawn By: „ , hto: .,, �, _ M.A.M. _a Habitable ATTICS and ATTICS 30 psf 15 psf vt. L: �I H A'L C�, :.I._w. 0:- served with fixed stairs P P l lk 'v1/ YORtC S faTE & TOWi� CODES ,. °A k.. R ROOMS other than sleeping rooms 40 psf 15 psf FYS RE1UIRED AND CONDITIONS OF Checked By: M.A.M. Slee m Rooms 30 sf 15 sf ' P' 9 P P _SOUTHOLD TOWN ZBA ZONING ANALYSIS LOT DESCRIPTION Stairs 40 psf 10 psf SOUTHOLD TOWN PLANNING BOARD Job No. * ps 1 4 ifi 0 64 v:. Guards and Handrails 200 psf lateral �Do1a 7A" SOUTHOLD?C,NN TRUSTEES 2101 \ ,\�'031286-'JO Lot Coverage Calculations LOT# N/A 2960OteJuleLn, - / Zone. R 10 g Guard In fell components 50 psf Manituck,NY 11952 �J.�.�.DEC Sheet Title - Lot Area == 14,984 s.f. (.343 acres) max. allowed lot coverage = SUBDIVISION MAP OF ROOFS 30 psf 15 psf Min. Required =40,000 s.f. lot area x 20% o Described Property '\y ALLOWABLE DEFLECTION : Table R301.7 CoverSheet Yards: 14,984 s.f. x 20/o p BETA("J STORM WATER RUNOFF = 2,996.8 s.f. Required: Structural Member Allowable Deflection PURSUANT TO CHAPTER 236 Front=50 ft 2,996.8 s.f. > 2,476 s.f. (conforms) SECTION / BLOCK BLOCK/ : 1000-122-04-17 OF THE TOWN CODE. Site Plan �� Rafters having slopes greater than 3/12 with no L/180 Side= 15 ft(min.) allowed existing ,,, finished ceiling attached to rafters. Project Data Side=35 ft(total) (no change in LOT AREA= 14,984 (.343 acres) Rear=50 ft house footprint) Interior Walls and Partitions H 180 Additionil ZONING DISTRICT: R-40 Floors and Plastered ceilings L/360 Building Fleight: CC1"t1fiCut1031 above average elevation All other Structural Members L/240 • maximum allowed=35 ft (alon of existing natural grade may Be �e aired• proposed=23.5 ft. g street side of home Exterior Walls with plaster or stucco finish H/360 Sheet Number Monouek c;. Exterior Walls - wind loads° with brittle finishes H/240 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 ROUGH CARPENTRY 1. All work shall conform to the codes listed on the cover sheet. 1. Minimum header size to be(2)2"x6"unless noted otherwise on plan. Note All codes shall supercede the drawings and shall be incorporated into the drawings,whether they are indicated on the plans or not. 2. All structural dimensional lumber to be doug fir#2 or better with a minimum Fb=850 and E= 1.4x106. No SPF lumber may be used These Drawings Are for The Sole 2. Contractor shall check and verify all dimensions, notes and conditions except for sills, plates and blocking. Southern Yellow Pine may be Purpose of illustrating The Existing at the site before an construction work is started.The Contractor shall used as a substitution for dou fir. y g Deck to be Legalized • ' notify the Architect of any discrepancies or conflicts in the drawings and/or field conditions before starting the work.The discovery of 3. All exterior lumber to be preservative treated discrepancies after beginning the work shall be the full responsibility of the Contractor to correct. 4. All lumber that is in contact with masonry/concrete is to be preservative treated, 3. Contractor shall report any discrepancies in plans and details to the Owner and/or Architect at once. Demolition or excavation may reveal 5. Engineered lumber(LVL, PSL)to have a minimum Fb=2,850 and A C-a conditions other than those assumed on the construction drawings. a minimum E= 1.9x106 A-2C-ra cj r ii n It is the responsibility of the contractor to notify the Architect and/or Owner immediately if the occurs. 6. SHEATHING/SUBFLOOR /Nrch itoct Each plywood sheet shall bear the'APA'trademark stamp. -4. Contractor shall locate&stake out all existing underground utilities - All plywood end joints shall be staggered and butt along the t12'-0" prior to any excavation.Any utilities shown on the plans are an center lines of framing members. 21 Main Street Stony Brook NY 11790 approximate location only and shall be verified by the Contractor. - Nails shall be placed 3/8 minimum from the edge of the sheets. The minimum nail penetration into framing members shall be 5. Contractor shall be responsible for scheduling all required inspections 1-1/2"for 8d nails and 1-3/8"for 10d nails. ------- -- phone. 631 686-6585 with the authorities having jurisdiction. i i existing concrete pier fax. 631 686-6786 SUBFLOOR: 3/4"rated plywood(48/24) I i 6. Contractor shall be responsible for obtaining all required paperwork to be glued&nailed to each joist email. MMacrina@MMArchitectAlA.com from their subcontractors as required by the authority having jurisdiciton. i web. MMArchitectAIA.com The Contractor shall obtain and deliver to the Owner the certificate of EXTERIOR WALL SHEATHING, 1/2"exterior grade plywood T T occupancy and/or certificate of compliance. to be fastened to the studs as I i These plans are pe instrument c service and are UUi existing P.T.girder the exclusive property of the architect. per the nailing schedule and Infringements of the concepts and design ideas 7. Do not scale drawings.Written dimensions shall take precedence the braced wall plan i i presented on these drawings shall be prosecuted = i i to the fullest extent of the law. Copyright 2022: over scale. i " Prior-Built Michael Macrina Architect, pc. All rights reserved, ROOF SHEATHING: 1/2"exterior grade plywood N d = i no part of the plans may be reproduced without 8. Any deviation from the Architect's drawings must be discussed with to be fastened to the rafters as - i a�CD Deck i the expressed written consent of the architect. the Architect for approval. per the nailing schedule C 4 existing deck i �_ to be legalized i 9. Contractor shall be responsible for adequately bracing and protecting 7. All framed openings in floors, roofs and ceilings shall have a minimum x i Drawing Status all work during construction against damage, breakage,collapse, of a double header and trimmer unless noted otherwise on the plans. _ v>! distortion and misalignment according to applicable codes, standards ¢�< and good practice. 8. All framing to be set plumb, level and accurately cut. �, o - +I �- 10. All work shall be performed in a first class manner with all new materials. 9. All Joists and beams set flush with another beam shall be connected I i The Contractor shall provide all equipment, labor and materials with a metal joist hanger designed to match the size of the joist/beam i necessary for the proper execution and timely completion of the work. unless specified otherwise on plans. prior built deck i----------------------------------------------------------_-__ 1_______________________________ The Contractor shall be responsible for all materials and equipment i I Prior Built stored at the job site. 10. Install double floor joists under all parallel walls above unless noted I i otherwise on plans. 11. The Contractor shall have the building department approved plans and Prior Built Deck Rear Elevation I i any other approved plans and permits on the job site throughout the 11. All joist hangers and fasteners that are in contact preservative treated 1/4" _ '1 '-o" entire project. lumber or exposed to the exterior shall be hot-dipped galvanized or stainless steel. i 12. All Contractors and Subcontractors shall be licensed and insured. I A 12. All shims under cellar/crawls ace girders are to be steel shims. i 13. The Architect is not responsible for construction means, methods, P g i Existing A-2 techniques, sequences, procedures or for the safety precautions and 13. Wrap all wood girders that sit in a concrete or masonry beam pocket ; Deck programs in connection with this project. with soft flashing to prevent direct contact with the concrete/masonry. I i C.O.#Z-21109 i Dates 14. Contractor to follow all manufacturer's specifications, recommendations 14. No structural members shall be altered,omitted, notched, cut or i and installation details on all products used in this project. Contractor relocated without prior approval by the Architect. i i i i 7/7/22 Issued to Building Department shall notify the Architect of any conflict between the plans and manufacturer's specifications, recommendations and installation 15. When using dimensional lumber,there shall be not less than one line i details prior to installation of any products used in this project. of bridging at every 8 feet of span in floor,attic and flat roof framing. I i Contractor shall be responsible for correction of any work that prevents The bridging shall consist of not less than 1"x3"lumber set diagonally i the correct installation of a specified product noted on the plans. in each direction and double nailed at each end or equivalent pre-fab metal bracing. 15. The Contractor shall keep the job site clean, safe and free of debris. 16. Provide continuous blocking under all posts down to the foundation, 16. These drawings are the property of the Architect and shall no be used beam and/or column with similar post material as specified on plans. without his consent. Drawings shall not be used for issuing of a building permit unless signed and sealed by Michael Macrina Architect,pc 17. Joists and rafters shall be limited to cuts and bored holes no deeper Existing than 1/6 the depth of the member and shall not be located in the middle 1/3 of the span.Notch depths of the ends at the member shall not exceed Crawl Space SITE WORK / EX(�AVAT I O N 1/4 the depth of the member.Holes bored into the joist shall not be closer .� than 2"to the top or bottom of the joist,and the diameter of the hole shall 1. Contractor shall locate&stake out all existing underground utilities not exceed 1/3 the depth of the joist.There shall be no notches on the prior to any excavation.Any utilities shown on the plans are an bottom side of the joists,beams and rafters. approximate location only and shall be verified by the Contractor. No. Date Description Excavation shall not commence until utility mark-out is completed. 19. BUILT-UP BEAMS Project 2. Excavate all areas as indicated in the drawings.All excavations shall be the minimum depths rerquired achieving clean undisturbed virgin 1. Built-up beams or joists formed by a multiple of 2"x dimensional Prior Built Deck Framing Plan soil with stable moisture content and non-shifting and non-shrinking lumber members shall be interconnected as follows: soil characteristics.The Contractor shall be responsible for notification a. Members ail and less in height: Legalize of poor soil characteristics to the Architect and shall not proceed with Glue and nail with 2 rows of 16d nails at 12"oc staggered. A the work until receiving instructions from the Architect plan north A_2 Prior Built b. Members greater than 9-1/4"in height or multiple 3"x members: 3. The Architect has prepared the drawing and speifications with an Through bolt with 1/2"diameter machine bolts at 24"oc assumed bearing capacity of 2,000 pounds per sq.ft.and an assumed staggered top&bottom, 1-1/2"from edges. soil characteristic of sand, silty sand,clayey sand, silt/gravel and Deck clayey gravel(SW, SP,SM, SC, GM and GC)unless a soil test analysis 2• Built-up beams or joists formed by a mutiple of engineered lumber has been performed as per table R401.4.1 of the 2020 RCNYS. members are to follow manufacturer specifications unless noted -- step -- - - - on plans. For 4. All excavations for concrete piers and footings shall be a minimum of step --- I 3 feet below finished grade unless noted otherwise on the plans. 20. BOLTS IN WOOD FRAMING: a ------ ---- 4R n - ---- - 1. All bolts in wood framing shall be standard machine bolts with ^ grade to be raised around 5. All backfill shall be clean granular fill. 1 x6 PVC decking Matthew standard washers. f, ^ perimeter of bottom step to g create a level surface -- -- - --- 6. No backfill shall be permitted against concrete or masonry foundation walls without floor framing or proper bracing as required to prevent " 3. For sill late anchors see details on plans. t12-0 a a a 9 P P 9 q P ----_ -- � Erin 9 P 2. Each bolt hole in wood shall be drilled 1/p16larger t an diameter o bolt. ... »� ,... damage to foundation walls. No backfill shall be permitted within a minimum of two weeks after pouring.The Contractor shall be P _ - responsible for any damage to concrete or masonry wall. prior built deck -' " °' --- - _-- - Lag Bolts: P �- .... _-- ----Prior-Built----- 7. All grading to drain surface storm water away from foundation walls a. All lag bolts where specified on plans shall be of structural grade steel. i down Cunningham at a minimum rate of 5%slope. N -- .- ---- Deck----------4R b. Washers shall be placed undefr the head of the lag bolts bearing Prior Built Deck R i h t Elevation ---- - -to be legalized------ 8. Stockpile topsoil for re-use, redistribute topsoil for final grading. on wood. Length of lag bolts shall be a minimum 2/3 depth of - - __-- -- 2980 Ole Jule Lane members being bolted together. 1/4'• = 1 •-O" 11" " Mattituck, NY 11952 9. Contractor to excavate all stepped footings as per plans and details. c. All bolts that in contact with preservative treated lumber or exposed - - - - - - - to the exterior are to be hot-dipped galvanized or stainless steel. _- - Jurisdiction existing ---- CONCRETE finished grade existing deck - - - _- - Town Of Southold (elevation varies) floor joists down 1. Foundation walls are to be a minimum of 3,000 psi, unless noted .`,�., 7-1/2" Suffolk County otherwise on plans. 2. All concrete work shall comply with the requirements of the American Concrete Institute(ACI)and the 2020 RCNYS. y 2'-0" `0 existing 2,-0" A Drawn B low beam 3. All concrete shall be air-entrained.Total air content(percent by volumes ,,/ cant. N cant. A-2 M.A.M. of concrete)shall not be less thasn 5%or more than 7%. ii Il 1 �[ Il II1I Existing 4. Garage slabs, carport slabs,exterior steps and porch slabs are to be ._�` i 3, ,, `` ` ;---exing Deck Checked By: a minimum of 3,500 psi. '"'F;!- _-.- pier M.A.M. CO #Z21109 .l w: kl 5. The nominal maximum size of coarse aggregate shall not exceed `; Job No. 3128�?.- q�T - forms or the � , - •a.a .'� r :z ` ���. '� one fifth the narrowest distance between fo s o clear spacingbetween reinforcingbars or between as bar and the side _ ,4 of the form. . Section Throu h Deck .. _ .. Sheet Title r 6. Forms shall be made of wood,steel, aluminum, plastic,a composite of 1/2 1 -O cement and foam insulation, or other approved material suitable for s: �tq i i. .. I - � '' supporting and containing concrete. Forms shall provide sufficient � t � - `. - - �,_. . let; n strength to contain concrete during the concrete placement operation. - �_ lrtrt I. - 14 `"a O 0 Miscellaneous Form ties shall be steel, solid Iastic,foam plastic, or other suitable >r x `` II I'I f III ' U L;_J n - L_ p. p 01,11h, ii� i'.;I 1 tl &k �, 3 , « L 1 ; LLJJ material capable of resisting the forces created by fluid pressure of ; . ;�e as._----�-; . .w_a.�:., ;u, _-_. - - ,; ,,� � ,;, � Drawings freshly poured concrete. --- •...... :,1 2' . a 7. Do not pour in temperatures less than 40 degree weather, nor when Erg S "':''w • �.- --'` =�"�`' --� General Notes freezing conditions are expected in less than 24 hours. ._ � a��h � �°, h�: .� ' �= _ _ -- _ 8. Install'Tuff-N-Dry'exterior foundation waterproofing system or approved equal unless a different product is specified in the plans. .: : Exterior foundation waterproofing system is to be installed from ---------------------------------------------------- bottom of footing continuously up to the finished grade line. a` �= _ i 'x r Sheet Number 9. All footings are to be reinforced with rebar as per details in the plans. 10. Contractor shall provide and install all cast in place anchor bolts, hold Prior Built Deck Photograph Prior Built Deck Plan down straps, basement sashes crawls ace vents etc. as per plans. P . P 1/4" = 1 '-O" photo taken 2/25/21 1/4" = 1 '-O" plan north