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TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51737 Permission is hereby granted to: Date: 03/13/2025 ADF Ventures LLC 138 Oregon Ave Medford, NY 11763 To: Demolish an existing dwelling and detached garage and construct a new two-story single-family dwelling with outdoor kitchen and HVAC system as applied for perTrustees, DEC and SCHD approvals. Premises Located at: 1775 Pt Pleasant Rd, Mattituck, NY 11952 SCTM# 114.-1-6 Pursuant to application dated 01/30/2025 and approved by the Building Inspector. To expire on 03/13/2027. Contractors: Required Inspections: Fees: DEMOLITION $1,266.00 Single Family Dwelling-NEW $5,280.00 CO Single Family Dwelling-New $100.00 Total 6 646.00 Building Inspector �mmettuaa TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 5 375 Main Road P. O. Box 1179 Sou thold, IVY 11971-0959 9$ Telephone ( 31) 765-1 02 Fax (631) 765-9502 ht11)S://WWW.soutlt��ldt<aw rtr� �� APPLICATION FOR BUILDING PERMIT Date Received For Office Use Only PERMIT N0. Building Inspector:TM. f Date: SCTM# 1000- .. Project Address: ��� ,) T Phone#: Mailing 11 Addre Email: p� Mailing Address: Phone# -5-/ Email:it Name: Mailing Address: Phone#° / AJ � Name: i Mailing Address: / Phone# Email: ew Structure 9 'Addition ❑Alteration ❑Repair ]Demolition � lOtherEstimated Cost of Project: Will the lot be re-graded? C4 es El No Will excess fill be removed from premises? ❑Yes o 2 -r Existing use of property: �) ��� ,' Intended use of property: ��, �� t ~� Zone or use district in which premises is situated: Are there any covenants and restrictions with respeet to this property? ❑Yes ia<o IF YES, PROVIDE A COPY. 777,, 4 ..mow w.r^,.,°w^ "w gy'q/y / y �.y�y / / / r;/i� !ir /. , Il l/i ✓ i / r �"51I r / / MM ��' ,�' +F �'"f"" 'j �'j3^ ^T"%* /� / � /e/// 11 H / /{ / !J P ,,I,✓ /// / / // //r j / ,// , /�, / / / yy,r / / rr r/ , ,SFr /„ „✓er, y(p ). ❑Authorized Agent Owner Application Sub mitted B (print n Signature of Applicant. °' Date: STATE OF NEW YORK) SS: COUNTY OF 61 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the_w. _wwwww_..._........_aa.. ._......aav�..__ w..........._.. _ ...ww_........__w._�w___ ._. (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ! 2 day of !-i�J __,ZO....?5 _ .w _._........ .ww_... _..._ Notary Public t sejidx3 uoissiuuoo AN PROPERTY OWNER AUTHORIZATION L Uno )jioj4ns u!Pa;''eno "_ (Where the applicant is not the owner) az is �w d Ne3°N �io� ouq Malpuy ��oui;ue�el'J I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 ff 114 K v1v Temporary Certificate of Wiring CERTIFIED ELECTRICAL. INSPECTIONS, INC. 188 PARK AVENUE AMITYVILL.E, NY 11701 P: (631) 598-5610 Location: 1775 Point Pleasant Road , Mattituck, NY 11952 Reference: Service Equipment Meter#: Issued To: Fred Fragola- Email: Installed By: Fred Fragola 631-312-7171 Company Name: Lowell Electric Section: 114 Block: 1 Lot: 6 Certificate#: 25-100795 Electrical License #: 3211- Building Permit#: ME ❑ New Service ® Change of Service ❑ Reconnect of Service Size: 400 A Phase: Single Phase ® Overhead ❑ Underground An application is on file with this company. Upon applicant's notification that this installation is complete, our company will conduct a final inspection. *This verification is valid for 90 days from date posted. Authorized By: Inspector: Anthony Giordano e '01110t1j"ryp r Date: January 30, 2025 %y GM k r a , o 4Mw a , ., ::w. .N n...., ,.p a wawzlu � �� 01 AN a WSJ UT tog Uft *21 0y h V a 9 w W k k /f r k P µ r ,r^ r �,a ©CoomrtedcOl O Rough ❑ ` As-8u1ft t3 Stuvey O Final ©Oon Watl O Closed Well „ 0 Baxemowd + E] EW ElFad+ ❑ Dining ❑ Chen Laundry IJving ,Hafl °�( 1st Flooc :of E] Bed ❑ Family Dining F1 Kitchen El Laundry C] OM(* 0 L Vhg Hall W,F#of Bath E] 6ed E] Family 0 Dining [] Mdien E] Laundry E Office [3 UNIAO; Hall 1 l ,.x i I�e kC I A/C 0 e ..0 Cower*d Cl d l ltiacl ;"° w , in Omund 0 Hot Tub 4D w M1 ., boa s eve,ea���,�/��c w ,.. h ii i FinalDate Rai P J: r ', s 64 IMPM1.1INS) 239-I338• Fax:(631)5913.0541 KjicjJ4r..L kJACWNA A' 1ZCJJ1TLCTv P.C. 97 L Main Street, Stony Brook, NY 11790 P. 631 686-6585 MMArchitectAlA.com Date: March 12, 2025 To: Town of Southold Department of Building Safety, Inspection&Enforcement 54375 Main Road Southold,NY 11971 Re: Natural Gas Verification for 1775 Point Pleasant Road,Mattituck, NY 11971 SCTM# 1000— 114—01 -06 For whom it may concern, This letter is to certify that no natural gas is located on this property. Sincerely, " F . l e'!,istered At-chi 'ct r NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 7 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-0365 1 F:(631)444-0360 vwM.dec.ny.gov 0 LETTER OF NO JURISDICTION: TIDAL WETLANDS ACT & NOTIFICATION OF POSSIBLE ENDANGERED SPECIES ACT JURISDICTION September 16, 2024 ADF Ventures LLC 138 Oregon Ave. Medford, NY 11763 Re: DEC# 1-4738-04849/00002 ADF Ventures LLC Property: 1775 Point Pleasant SCTM# 1000-114-1-6 Dear Applicant: Based on the information you submitted the Department of Environmental Conservation has determined that the portion of the subject property landward of the line labeled "10' CONTOUR LINE N.G.V.D 1929 DATUM", as shown on the survey prepared by Metes and Bounds Surveying, last revised August 21, 2024, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be advised that DEC has documented the summer occurrence of the Northern Long Eared Bat (NLEB) (Myotis septentrionalis), a species listed as "endangered" by both New York State and the US Fish & Wildlife Service, Within 3 miles of the project location. We have determined that tree cutting at this location between March 1 and November 30 of any calendar year may result in the "take" of these endangered/threatened species or their habitat within the meaning of Environmental Conservation Law (ECL) §117535. The term "take" is defined in part as the direct killing or injury of individual members of a protected species, interference with critical breeding„ foraging, migratory or other essential behaviors, or the adverse modification of the species' habitat. The "take" of a species listed as endangered or threatened is prohibited in the absence of a permit from this Department issued NEWYt�Rtt Departmentrof arnn ov rumor« Environmental Conservation pursuant to ECL§11-535. In order to avoid an Endangered Species "take," no tree cutting activities may be conducted at the project site between the dates of March 1 and November 30 of any calendar year. If you have questions about the presence of protected species on or near-your property, the potential effects of activities on these species or your responsibilities as a landowner or project sponsor under the Endangered Species Regulations, please contact the Regional Wildlife Manager at (631) 444-0310. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely„ , El rsacott Permit Administrator cc: BMHP Wildlife file ✓A,,P'"'rvY"�U.y�oW �y�mjj�y r"JJ .arc:r��r,�m'��"� ul�N "�b'»ry�l,,' �, J is� �n .,,:,%',�y�Kui� ,W, ,.x,nl�° r';,c, �I'��ry ,r rt � ,,,�, �,, �4 ,1�..*^MnN �p�Y1' w /Oul�,w, /,.�pi °b , „^.,.�W;�rJ�!/�s,a,:�wWl"', J / .'//�/(f(!a,✓�wG(wa i;,,, �i- i�'(r,l,rc/ u�, " ,.:,�rrs Hic,.,�": iar/!crkrvl/�r.lil,. `� ��rtr�,�lla;l 'o„�. / �ry; ,...; ,.,,�Ir�,J ;,,,ti1✓�v„i ,Jn1a�✓';�„ ��rlrorP;: ///`,a���.,,, � /r ar rr-+. ,,,,✓,//dH �Pd/r!ps^",,, ,.�/�PIL� Jl'w�'�YP�:. a �i �'a ', � ,V� ,�, rz .c,d�" ,1 , J� rY,r r�� ,rnr „'��/, ,,� "� ��' f,u� i ,�' - r�. Woi I �l,,P,r i ,� nuu. (✓/ m ^" ��,� d I✓/1 rr,j:,r '��/ w,, r,��F � �r��l r,,,,/ �7�J,,,,. i�,o f a ,�- ,,�Ker�,�ay�rr�V�O`w',r; r ,rti�, ,r� Pi+rt `rt i."® ua,� ,rliw"� /1lla,,,,r�„m.,. //(4r-. wdvl 1� r J v r n A ° BOARD OF SOUTHOLD TOWN TRUSTEES / r SOUTHOLD NEW YORK ; f PERMIT NO. 10691 DATE: DECEMBER 18, 2024 / ISSUED TO: ADF VENTURES LLC PROPERTY ADDRESS: 1775 POINT PLEASANI ROAD MATT1T(JCK / SCTM# 1000-114-1-6 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in ✓' accordance with the Resolution of the Board of Trustees adopted at the meeting held on December 2024, and in consideration of application fee in the sum of$1,250.00 paid by ADF Ventures,LLC and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: s Wetland Permit to demolish existing two-story dwelling with attached deck and remove ` existing septic system; conduct construction activity within 100 feet from the top of rrt bank in order to construct a two-story, single-family dwelling with attached garage, i porches,patios, outdoor kitchen, I/A OWTS sanitary system, and driveway, all to be located more than 100' from top of bank; construct a 20'x40' swimming pool and 1,346sq.ft. grade-level masonry pool patio; install 4' high pool enclosure fencing, pool equipment, and a pool drywell; install stormwater drainage system; plant ten (10) native hardwood trees with a minimum 3" caliper within 100' from top of bank; and to establish and perpetually maintain a 20' wide vegetated non-turf buffer along the landward edge of the top of bank; with the condition to establish and perpetually maintain a non-disturbance buffer seaward from the top of bank; all as depicted on the site plan prepared by Metes and Bounds Surveying, received on December 20,2024, and stamped approved on December 23,2024. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year written above. , Albert J. Krupski, Jr. 5U STOMAWA'7C']E][� SUPERVISOR 0) I\� A\\.NA\G]EM1EN1F SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d vz CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME. Date: �. Contact Information: (E-Mail&Telephone Numbei) Property Address / Location of Construction Site: District ........� Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT Area of Disturbance is less than 1 Acre. Na SRD.E.S. Permit is Re( wired y 171 .- Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! ❑ - Area of Disturbance is Greater than I Acre & Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Buildinq Permit. ❑ - Area of Disturbance is Greater than 1 Acre& Storm-water Runoff FIows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering De artment Prior to Issuance of a Building Permit. Reviewed B Date: ...._ 3 FORM * SMCP-TOS December 2024 c e'i ,! [31 IW�' N YS F New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE '. .47 AAAAAA 112369084 LOVELL SAFETY MGMT CO.,LLC 22 CORTLANDT STREET 33RD FLR " NEW YORK NY 10007 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER LOWELL ELECTRICAL CONTRACTING INC TOWN OF SOUTHOLD-BLDG DEPT, 138 OREGON AVE TOWN HALL ANNEX 54375 MAIN RD MEDFORD NY 11763 P.O.BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE TZ2060 664-6 674275 04/01/2024 TO 04/01/2025 1/27/2025 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2060 664-6, 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. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/IWWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. 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 �/4 4 DIRECT OR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:478758574 U-26.3 LOWEELE-01 DATE(MMIDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 11271I2 _.._ 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 polic,,..,.................. ..w._.......,.......... o w y(i es)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 ri0hts to the certificate holder in lieu of such endorsemen s- PRODUCER CONTACT James Hughes mm Oxford Min Insurance Agency PHONE FAX James F.Hu has �A/C,No,Ext)f 631)434-6666 220 __.l.A�c�Nol....._._.....�____w _w P.O.Box 503 s-MAIL Imh QXfordins.c0m Bay Shore,NY 11706 ._ .._ ..................... _ .. ..... I,AISURERjS)AFFORDING GoyERAgE ..� wwwww NNC..# ...._ Coma 29424www INSURED INSURER S•Hartford lnsurance„!ZgM?M ,,!pf...11linois Lowell Electrical Contracting Inc rNS,"tUaER„G, ........................ 138 Oregon Avenue INSIIRERD: Medford,NY 11763 ._w. INSURER E t� //^^** r7►"t i py _ y +y, INSURERF:. 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE 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. .....,,.,.,,...E OF INSURA,,N.C.E..........._.,--.--... „I ............�....�.,._.._.POLICY NUMBER. .......................... OLIC..„,,..._ .._.,..................... ..,._,..........��.. . -..,.,___............ ,. INSR TYPE '.ADDL.6UBR; POLICY EFF POLICY EXP LIMITS ............. ...................................._......... ..........._ �Erfm.__.._.._.._.._.._.._.._.._.._.. ...._._...._., X .. COMMERCIAL GENERAL LIABILITY 1,000,000 -FAGH OC,CURRENCE,_......ww__.....:�,,..._...-._._._._. CLAIMS-MADE OOCCUR 12SBAUB4331 611512024 6/15/2025 DAMAGE TO RENTED 300,000 MED EXP An one rson 10,000 „„......... PERSONAL&wADV INJURY _1,000,000 G'E:N'IL AGGREGATE PIMOITAPPLIESPER: GENERAL AGGREGATE -1 ....��� X Poucy JECT LOG PRODUCTS COMPIOP AGG OTHER; ._. B AUTOMOBILE LIABILITY COMBINED SINGLE LVAT 1,000,000 X ANY AUTO 12UECGE6665 4128/2024 4/28/2025 gOpILY INJ RY(Per,person],,,,,,, OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Perarcidenl ... ,,: ,..—.,.....-.�..(.�..._.µ.r,._...DIJ."$_._-....................................... HIR�p NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY lFler acalden _________________ ..,.,.....,..-...........................................�.�.�.�.�_.... ._._.................. ........,.m__...,.. ...,..,..�.,,..._,..____....... ,. ......._._ A X UMBRELLA LIAa X OCCUR EACH L�GGURRFNGF.... .... ___..... EXCESS LAB CLAIMSMADE 12SBAUB4331 6115/2024 6/15/2025 4,000,000 _._ ncCELF.9 TEwwwwwwwwww.................. $.................ww._._._..._w_._._._. mmDEDY X VRETENTION$ 10,000 WORKERS COMPENSATION �.�.�.� .. _ ._--w_.wwwwwwwwww ...,.,.,m... ._._._.__......... ............... PER p 07H- m.....,.._,_M.... .,. AND EMPLOYERS'LIABILITY Y N ..._.....L�S�IAT.UTE,._I._._.�.�Fd3__ www_.., _. ANY PROPRIETOR/PARTNEPJEXECUTIVE _�L,,,,E„„,Af�H DENT wwwwwwwww „�,ww„_wwwwwwwwwwwwwwwwwwwww FFICER/MEMBER EXCLUDED? N A A Mandatory In NH) L DA F. If yes,describe under SE'A E w A EMPL YFF -a-L'.W, ..� "...,"._. w_,_ ....wwwwww...................w_...... DESCRIPTION 9 QPERATIaN,R.��I4W�................�. w,,.....,.w. ..,..wH.....�...,._._._............w .,..., wwwwwww_.. :P�SY.. .�....,�.L�?f-1..»Ρwwwwwwwwww.........................� m µ..........� ._____ .............................. ---............. DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) ........,.�....................... ._...o...,.,........,.,.,.,....... -,______., ...-,.._____.____�....................................._....,,_....�..._....._........_,...-...�........ CERTIFICATE ALDER ...... � &NCELLLLATIO SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold-Building Department THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 9 P ACCORDANCE WITH THE POLICY PROVISIONS. Town Hall Annex 54375 Main Road P.O.Box 1179 _.........................................................................................._.................. __......._. Southold,NY 11971-0959 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) O 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD w`MP011e CERTIFICATE OF INSURANCE COVERAGE -,,STATE rflpiltlslat�ort Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS Disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured LOWELL ELECTRICAL CONTRACTING INC. 138 OREGON AVE MEDFORD,NY 11763 1c.Federal Employer Identification Number of Insured or Social Security Work Location of Insured(Only required if coverage is specifically Number limited to certain locations in New York State,i.e., Wrap-Up Policy) 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) HARTFORD LIFE AND ACCIDENT INSURANCE COMPANY Town of Southold-Building Department Town Hall Annex 54375 Main Road P.O.Box 1179 3b. Policy Number of Entity Listed in Box 1a Southold,NY 11971-0959 LNY815485001 3c.Policy effective period 01-01-2025 to 12-31-2025 4.Policy provides the following benefits: ❑X A.Both disability and Paid Family Leave benefits. ❑ B.Disability benefits only. ❑ C.Paid Family Leave benefits only. 5.Policy covers: ❑X 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 name insured has NYS Disability and/or Paid Family Leave benefits insurance coverage as described above. Date Signed 01-27-2025 B (Signature of insurance carriers authorized representative or NYS licensed insurance agent of that insurance carrier) Telephone Number 212 553-8074 Name and Title:. ELIZABETH TELLO—ASSISTANT DIRECTOR STATUTORY 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 emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit,PO Box 5200,Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 413,4C or 56 have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and Paid Family Leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-21) 1II'� � III t dot 1 1,�;�i"1 . t 1 .,.M"� 1 l a Generated by REScheck-Web Software Compliance Certificate Project 1775 Point Pleasant Road Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Project SubType: None Conditioned Floor Area: 1,940 ft2 Glazing Area 18% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 1775 Point Pleasant Road 1775 Point Pleasant Road Michael Macrina Architect p.c. Mattituck, N Y 11952 Mattituck, NY 11952 97 Main Street Suite L Stony Brook, NY 11790 Compliance: 6.7%Better Than Code Maximum UA: 759 Your UA: T08 Maximum SHGC: 0.40 Your SHGC: 0.25 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. fs e no geir UA or assernbiW in flue��pecuQra�d cac irwtaatl%;zone nest a�acMe i uutl"u���m b u�uaurn energy crude insk,flabon I11-va-hje and deIFpth irequahueirneints. C 11 ei 11 l 11 ing:Cathedral Ceiling 3,019 35.0 0.0 0.030 0.026 91 78 First Floor Wall:Wood Frame, 16" o.c. 2,800 27.0 0.0 0.051 0.060 110 129 Gliding Door: Glass Door(over 50%glazing) 309 0.320 0.320 99 99 SHGC: 0.23 Hinged Door: Glass Door(over 50%glazing) 117 0.290 0.320 34 37 SHGC: 0.21 Double Hung Window: Wood Frame 215 0.310 0.320 67 69 SHGC: 0.28 Awning Window:Wood Frame 6 0.290 0.320 2 2 SHGC: 0.29 Second Floor Wall:Wood Frame, 16" o.c. 2,007 27.0 0.0 0.051 0.060 90 106 Double Hung Window: Wood Frame 229 0.310 0.320 71 73 SHGC: 0.28 Project Title: 1775 Point Pleasant Road Report date: 01/14/25 Data filename: Page 1 of10 IN In Awning Window:Wood Frame 14 0.290 0.320 4 4 SHGC: 0.29 Basement Wall: Solid Concrete or Masonry Wall height: 10.0' 2,740 14.0 0.0 0.051 0.059 140 162 Depth below grade: 9,5' Insulation depth: 10.0' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature _...� Date � 1 286 ,1111 k .......... Project Title: 1775 Point Pleasant Road w�NN�H�W�N �_ ee Report date: 01/14/25 Data filename: Page 2 of , 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 insp�ecti+on/Plan Review Currents/Assum Complies? tion Value Value P P &Re ID 103.1, Construction drawings and l 1Complies 103.2 documentation demonstrate ❑Does Not [PR111 energy code compliance for the []Not Observable building envelope.Thermal envelope represented on ❑Not Applicable construction documents ..._,,...... .. �Construction...drawings .�a ......... ..... .... .�. ,w., �,�.M �� �wa� W ,.�,� ... .M..., _......� . ......._.................... ... . ............�._..w..w 103.1, wing sand ❑Complies 103.2, documentation demonstrate ,ODoes Not 403.7 energy code compliance for ❑Not Observable [PR311 lighting and mechanical systems. Systems serving multiple iNot Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.'1, Heating and coolin_.equi equipment _..„ m ,. Does Not. �........... � 9 9 Q P is. Heating: Heating: � p 40a7 sized per ACCA Manual S based Btu/hr Btu/h [PR J2 on loads calculated per ACCA Cooling: Cooling. ;❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 [Medium Impact(Tierµ2) Low Impact(Tier 3) Project Title: 1775 Point Pleasant Road Report date: 01/14/25 Data filename: Page 3 of10 + rifled Fiei�i verifiedµ.Foundation Inspection Complies? Comments/Assumptions 402.1.1 Conditioned basement wall TPlans R i�aiva _ ..., ._R. ._Waiue....... ._I�❑Complie. .. ....... see th.. . ......_._ . R'e�i .�. e Envelope Assemblies [FO4)1 insulation R-value.Where interior R_ R_ ;❑Does Not table for values. pi�� insulation is used, verification j❑Not Observable may need to occur during Insulation Inspection. Not ❑Not Applicable required in warm-humid locations in Climate Zone 3. —------- m „❑Com ..lie..... 303.2 Conditioned basement wall P s [FO5)1 insulation installed per ❑Does Not manufacturer's instructions. ;ONot Observable ❑Not Applicable [FO6 9 insulation depth oitioned f burial burial ent wall ft ft ❑DoespNos see the Envelope Assemblies )1 in t table for values. distance from top of wall. ;❑Nat Observable ; ❑Not Applicable w.... covering s ins s mp 1 alled ..... ..., . ❑DoNot � __.m._......._. w..a 011,l toprotective e._ct...exposed exterior �. .. insulation and extends a ❑Not Observable , minimum of 6 in. below grade. ❑Not Applicable 43.g _... snow-.and ice-rneltin . . . .. g ystem ❑Complies (FO1212 controls installed. ❑Does Not ❑Nat Observable , ❑Not Applicable Additional Comments/Assumptions: er 1) 2 Medium Impact( 2) .. m 1 Hi h Impact(Ti m Tier ... �.._.... ... _._.�. 3 µ Low I_ ier 3) Project Title: 1775 Point Pleasant Road Report date: 01/14/25 Data filename: Page 4 of10 # Framing / Rough-in Inspection` PIanV luefied Fief Valuefied Complies? Comments/Ass p Section um bons & 1e 1D _ _....... . .. .......rv.. .. ........ .......... . .... ...,.... _......... .... .... 402.11, Glazing U-factor(area-weighted-..__ . U-______, U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, []Not Observable 402.5 402.5 []Not Applicable . m .. 303.1.3 U-factors of fenestration products �.. ....._.... ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable �....,...... �,� 402.4 _ __...... .1.1 IAiAir barrier and thermal barrier �❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4 3 Fenestration and labeled as.. iteti.uil ;�Does...N..._. ......ry ...... .... .m..... _........ tion that is not site built p es [FR20] is listed a g of ti AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC " 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures.- "❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not ,and labeled to indicate<_2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 Supply and return ducts in attic... �a, �r w,.,,� w,�.,� ..�,< �, .. ..._....... ....._ _.w... ........__...... s ❑Complies [FR12]1 'insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where < 3 inches. Supply and ❑Not Observable return ducts in other portions of ❑Nat Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 !for< 3 inches in diameter. ........ .... handlers and..f...��.�...�,,,� .,,r oo��w.. YaY„µ��a �„w� , mN,,��,�.���� .�........_,,, ...�.. .......,.,._.... ......... ............. ... . 403.3.2 Ducts, airhandlers alter '❑Complies [FR13]1 boxes are sealed with ❑Does Not �- joints/seams compliant with International Mechanical Code or =❑Not Observable International Residential Code, as ❑Not Applicable B applicable. 3 �.....cavities �are not� ..mCompiies.,,,, ,., �,� . . _....�. ..... ..... ..... ........._._ 403. .5 uild in � �used as � [FR15]3 ducts or plenums. ❑Does Not V ❑Not Observable []Not Applicable [F0 1712 above 105 Fconveying or Ve ...�.. _ ....�_ .. ..;,r. �.m �w. ...... i ._. _.._ ... ._�...... �w_. .. _...... H piping y ng fluids R- � R ]Does Not ° chilled fluids -]Does Not below 55 °F are insulated to >_R- ❑Not Observable ; 3. i❑Not Applicable 403.4.1 Protection of insulation on HVAC „ „� - �,❑Complie _......__ _ .. .. s [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.3 Hot water es i ..... __w...... ...... ...... �..,.,., . ..,, .. �e ..- ......... .m_. .. ..�..... .. .. ...�,......._........ .. .._........ .... ... .u... p p are insulated to R R DComplies [FR18]2 >_R-3. Does Not s []Not Observable ❑Not Applicable ...... .........�..... ... ,.m�.., ,,.,, , _ „�,,,,. ,;. . .�. .�� _..._..-- __.. ��.�...�,... ._... 403.E Automatic or gravity dampers are LJCom lies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. `❑Not Observable ❑Not Applicable a._V... .. . p wwedium impact(Ter 2} 3Low Im act(Tier 3) High Impact(Tier 1)..,,.._ 2 M"" __�_�w.....w........ �,.._.. P �www..�...... www_.....____. Project Title: 1775 Point Pleasant Road Report date: 01/14/25 Data filename: Page 5 of10 Additional Corriments/Assumptions: Medium Impact(Tier 3 [1 wqk,i-m'p-a-ci'(Tieri) —------ ........... Project Title: 1775 Point Pleasant Road Report date: 01/14/25 Data filename: Page 6 of 10 # ins Com lies? Comments/Assumptions Sections µ µµ� Plans Verified Field Verified ulatlon Inspection Value Value p e q ID ��s . .... _ _ . , 6-1 All installed insulation is labeled implies [INI. 11 or the installed R-values ❑Does Not provided. ❑Not Observable ` ❑Not Applicable 402.1.1, Wall insulation alu ❑ .. ......� ...... ❑Does Not See the Envelope. ..... ._ ._ �.. massw ..� ulation R-value. If this is a R- � R- ���� �� �� ❑Com lies assemblies I with at least 1/2 of the Wood ❑ Woo table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 ;exterior,the exterior insulation ❑ Steel ❑ Steel '❑Not Applicable requirement applies(FR10). 303.2 Wall insulation is installed per CK om plies [IN4)1 manufacturer's instructions. []Does Not ❑Not Observable �.. .... �� . .. .. C Not Applicable _.. .��.. Additional Comments/Assumptions: G 1 act(Ti Medium er 1) 2 Med Impact(Tier 2) W 3 impact It High Imp .. ..... er3) Project Title: 1775 Point Pleasant Road Report date: 01/14/25 Data filename: Page 7 of10 # Final Inspection Provisions Complies? Comments/AssumptionsValue 403 6 ID... ... _..._ _ ...�. & R 403.6. fans not mechanical part testeddilations listed , ,.. _..w. �„�„ o .. ❑❑Does mp __ . .1 All meth lies Not HVAC equipment meet efficacy ❑Not Observable and air flow limits per Table ❑Not Applicable R403.6.1. 403.2.,a� Hot water .........w... ........ ....... ..� .o.w ��,.�. �, . ;�� ww..mq,w.P,��, ......_.__._....._..... .._.... ........�.__w........... _... ...... . .. - er boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback [:]Not Observable control to lower boiler water temperature based on outdoor ❑Not Applicable temperature w _ .. ........ ...._......_ 403.5.1.1 Heated water circulation systems ;' Complies [F128]2 have a circulation pump.The ;❑Does Not system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply pipe. Gravity and thermos- '❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5 _. .._._. _ .. _... ....... ,a��. ....,... ...� ......... ....� ....._ .w .. .....__ ......... �.. _.._.. 1.2 Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL :❑Does Not 515. Controls automatically ❑Not Observable adjust the energy input to the heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. ......... ... .. ........... 403.5.2 Demand recirculation water E]Complies [F130]2 systems have controls that ❑Does Not manage operation of the pump [:]Not Observable and limit the temperature of the water entering the cold water ❑Not Applicable ng to <= 104°F. .. 403.5 4 Drain water heat recovery units Complies [FI31] tested in accordance with CSA ❑Does Not B55.1. Potable water-side ❑Not Observable pressure loss of drain water heat recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to :three or more showers. ............ -.. ....... ... ....... ........... 404.1 '90%or more of permanent EJComplies [F16]1 fixtures have high efficacy lamps. El Does Not ❑Not Observable 1 ❑Not Applicable 404.1.,.. _....w_M....._....._ ......-.. ... .�w�.,�, ,, w . � �,Y . .,Y n o�w.w .-v.... .... �..- .........a _ _.. ... 1 Fuel gas lighting systems have 10Complies [FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable w ,�m.� ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable p p Tier 2} 3 Low Impact(Tier 3) ww EII.i. .High Impact(Tier 1) .......� 2..�Medium IcnµWact( .......... ... ry �........_... ....w.... ... ................ ........ ..... .......� Project Title: 1775 Point Pleasant Road Report date: 01/14/25 Data filename: Page 9 of10 Section' Flans Verified Field Verified Final Inspection Provisions Value Value Complies? Comments/Assumptions Re1M .._ ... .....M...... _.. _ ._... _..... : Manufacturer manuals far �C� arnplies tl �._ (F111 mechanical and water heating E'Daes that systems have been provided. 'E6 at Observable � Not.Applicable Additional Comments/Assumptions: �..._ . .. ,. . ._ i]-Medium Mmpact(Tier ) m ... .: .dl_l oW lmpaet(Tier I.__... l k`ghu impact ... . .... . ._. Project Title: 1775 paint Pleasant Road Report date. 01/14/25 Data filename: Page 10 oi`10 ( 2018 IECC Energy JEfficiency Certificate Above-Grade Wall 27.00 Below-Grade Wall 14.00 Floor 0.00 Ceiling / Roof 35.00 Ductwork (unconditioned spaces): 10 1 MIN !iilii, 11, 111 1 !11111!,� II 'ji: M 31 E• ll Window 0.31 0.28 Door 0.32 0.23 Heating System: Cooling System: Water Heater: Name: ............ Date: Comments a fi HVAC Design Calculation in accordance with ACCA Manual JA& S Manual J Eighth Edition V.2 For 1775 Point Pleasant Road, Mattituck NY Lowell Electric 138 Oregon Avenue Medford NY 11763 (631) 654-1771 NEIN YORK BUILDING TECHNOLOGY IkIG A 01 0) 0, Prepared by: Thomas Baccarella in accordance with ACCA Manual a EP edition,V2 Signature: ,ate: 1 /29/2025 Disclaimer New York Building Technology Group Inc. Disclaimer Clause for Manual J, S and D load, design calculations and equipment selection This document is intended as a preliminary design document for permitting purposes only. All information, calculations and other items appearing in this document are based on the blue prints provided by the client, NYS code, ACCA design guidelines, and/or using default interior design loads. These loads are subject to change based on the specific requirements of the occupants. Any changes to design loads should be made using ACCA design guidelines and documented according to the guidelines of the building dept. The design professional and/or a contractor may alter the design and/or installation as they see fit based on site conditions. These changes must be in accordance with ACCA guidelines and New York State residential building code. New York Building Technology Group Inc. shall not be liable for any damages, losses, expenses or other liabilities whatsoever arising in connection with the use of, or inability to use, the herein calculation documents by any party, or in connection with any failure of performance, error, omission, interruption, defect, suspension, delay in operations in the use or interpretation of this document, whether or not New York Building Technology Group Inc. has been advised of the possibility of such damages, losses, expenses or liabilities. New York Building Technology Group Inc. makes no warranty, statement or representation with the use of this document or with respect to the accuracy, completeness, or usefulness of the information, calculations and other items contained herein. 159 Route 25A Building 1 Suite B Miller Place, NY 11764 Telephone: 631 495-0289 Fax: 631 389-2808 Email: Gene@nybtg.com Revised August 30, 2017 Manual S Compliance Report Job: NEW YOR 18U€:DING Date: Jan29,2026 . �: Basement By: TomBaccarella New York Building Technology Group 159 Rt 25A Buldirig 1 Sute B,Miller Place,W11764 Phorw 631-495-0289 Email:Tom@aybtg.com Web:www NYBTG,com Project • • For: 1775 Point Pleasant Road,Mattituck NY,Lowell Electric 138 Oregon Avenue,Medford,NY 11763 Phone:(631)654-1771 Email:lowellelectric@gmail.com Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 11924 Btuh Entering coil DB: 77.0°F Outdoor design WB: 71.70F Latent gain: 4564 Btuh Entering coil WB: 64.6°F Indoor design DB: 75.0°F Total gain: 16488 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Rheem Model: RA1418WJ1NA+RH1U2417STANJA Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 106%of load Latent capacity: 5400 Btuh 118%of load Total capacity: 18000 Btuh 109%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 31818 Btuh Entering coil DB: 60.1°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Prop boiler Manufacturer: NAVIEN, INC. Model: NFB-200H Actual airflow: 600 cfm Output capacity: 36000 Btuh 113%of load Meets all requirements ofACCA Manual S. wrilgh 2025-Jan-29 17:36:21 i9C�C�P� A -tu-V Rigtt-Sute®Urrversal202424.0.03RSU26095 Page oirtPleasartRoad\1775PoirtPleasartRoad,np Calc=MJ8 Frort Door faces:W Manual S Compliance Report Job: NEW ,YORK ;nut DING Date: Jan 29,2026 Main By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 Srite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.ocm Project • • For: 1775 Point Pleasant Road,Mattituck NY,Lowell Electric 138 Oregon Avenue,Medford, NY 11763 Phone:(631)654-1771 Email:lowellelectric@gmail.com Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 37922 Btuh Entering coil DB: 75.8°F Outdoor design WB: 71.7°F Latentgain: 5849 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 43771 Btuh Indoor RH: 50% Estimated airflow: 1450 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Rheem Model: RA1448AJ1NA+RH1V4824STANJA Actual airflow: 1450 cfm Sensible capacity: 42253 Btuh 111%of load Latent capacity: 5113 Btuh 87%of load Total capacity: 47366 Btuh 108%of load SHR: 89% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 44802 Btuh Entering coil DB: 67.2°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Prop boiler Manufacturer: NAVIEN, INC. Model: NFB-200H Actual airflow: 1450 cfm Output capacity: 48000 Btuh 107%of load Meets all requirements ofACCA Manual S. wrights 2025-Jar-29 17:36:21 i9C�C.P� aMa.• mw4wxa owm+' Right-Sote8Uriversal202424.0.03RSU26095 Page oirt Pleasart Road\1 775 Poirt Pleasart Road.rup Calc=MJ8 Frort Door faces:W Manual S Compliance Report Job: NEW YORK 6UiLD14G Date: Jan 29,2026 Second floor By: Tom Baccarella New York Building Technology Group 159 Rt25A Buldirg 1 Sute B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@ ybtg,00m Web:wwwNBTG,com Project Information For: 1775 Point Pleasant Road,Mattituck NY,Lowell Electric 138 Oregon Avenue,Medford,NY 11763 Phone:(631)654-1771 Email:lowellelectric@gmaii.com Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 22479 Btuh Entering coil DB: 76.0°F Outdoor design WB: 71.7°F Latent gain: 3862 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0°F Total gain: 26342 Btuh IndoorRH: 50% Estimated airflow: 850 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Rheem Model: RA1430AJ1NA+RH1V3617STANJA Actual airflow: 850 cfm Sensible capacity: 23766 Btuh 106%of load Latent capacity: 5036 Btuh 130%of load Total capacity: 28802 Btuh 109%of load SHR: 83% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 36419 Btuh Entering coil DB: 66.1°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Prop boiler Manufacturer: NAVIEN,INC. Model: NFB-200H Actual airflow: 850 cfm Output capacity: 42000 Btuh 115%of load Meets all requirements ofACCA Manual S. wri lh►tso t, 2025-JarF2917:36:21 Bight-Spite®Urrversal 2024 24.0.03 RSU26095 Page 3 �� -cirtPleasartRoad\1775PoirtPleasartRoad.nup Calc=MJ8 Frort Door faces:W Job: "�'" °' Buildin Analysis g Y Data: Jan 29,2026 "aR ° ig�' � Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 SUte B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:vvww.NYBTG,00m " • ect Information For. 1775 Point Pleasant Road,Mattituck NY,Lowell Electric 138 Oregon Avenue,Medford,NY 11763 Phone:(631 654-1771 Email:lowel elecbic@gmail.com Desiqn Conditions Location: Indoor: Heating Cooling Brookhaven,NY,US Indoor temperature(OF) 72 75 Elevation: 82 ft Design TD(OF) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 25.3 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range(OF) _ 15 ( L ) Method Blower door Wet bulb(OF) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/2847 cfm Heatin • Component Btuh/ft2 Btuh %of load Walls 3.7 22348 22.6 Glazing 18.0 22511 22.8 v ratl„ ventdalmn Doors 11.3 709 0.7 Ceilings 2.5 8985 9.1 Floors 1.1 4153 4.2 ;�„ Infiltration 3.8 18374 18.6 Ducts 1601 1.6 Piping 0 0 Infiltration Humidification 0 0 Glazing Ventilation 20200 20.4 Adjustments 0 other Ceilings Total 98881 100.0 • • • Component Btuh/ft2 Btuh %of load Walls 0.5 3039 4.2 Walls VentVlation Glazing 27.9 34868 48.3 Doors 4.6 292 0.4 Ceilings 0.7 2420 3.4 Floors 0.0 13 0.0 M,.-Inteal Gains Infiltration 0.3 1393 1.9 Ducts 363 0.5 Ventilation 3337 4.6 Glazing' Internal gains 26462 36.7 Blower 0 0 Adjustments 0 Ceilings Total 72187 100.0 Other Latent Cooling Load=7150 Btuh Overall U-value=0.146 Btuh/ft2-°F, Window/FloorArea=14.4% ERROR:negative wall area in Kitchen-check windows. : -"�1- !M*•k riIahtsoft- 2025-Jan-2917:36,21 M •-^•�p•^• Right-SLAe®Urrversal202424.0.03 RSU26095 Page 1 ...oint Pleasant Road\1775 Point Pleasant Road.rup Calc=MJ8 Front Door faces:W Buildinci Anal y sis Job: Date: Jan 29,2026 NEW YORV4l6UI BJ�DING Basement y ! ot, Tom Baccarella New York Building Technology Group 159 R1:25A BUlding 1 Siite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG,.00m Project • e For: 1775 Point Pleasant Road,Mattituck NY,Lowell Electric 138 Or on Avenue,Medford,NY 11763 Phone:(( 31 654-1771 Email:towel ele d mail.00m Design e • e Location: Indoor: Heating Cooling Brookhaven,NY,US Indoor temperature(OF) 72 75 Elevation: 82 ft Design TD(OF) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 25.3 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range °F) - 15 ( L ) Method Blower door Wet bulb(" ) - 72 Shielding/stories 2(few obstructions)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/605 cfm a Component Btuh/It2 Btuh %of load Walls 3.6 9645 30.3 Hum dification Glazing 18.0 1576 5.0 Doors 0 0 0 Walls,, Ceilings 2.9 1738 5.5 Floors 1.1 4073 12.8 � Infiltration 3.8 2925 9.2 ® -Ventilation Ducts 0 0 Piping 0 0 Humidification 4233 13.3 Glazing Ventilation 7627 24.0 Adjustments 0 Ceilings Infiltration Total 31818 100.0 Floors • • e Component Btuh/ftZ Btuh %of load Walls 0.2 468 3.9 Wall Ventilation Glazing 12.7 1114 9.3 Glazing, Doors 0 0 0 Other Ceilings 0 0 0 Floors 0 0 0 Infiltration 0.3 222 1.9 Ducts 0 0 Ventilation 1260 10.6 Internal gains 8860 74.3 Blower 0 0 Adjustments 0 Total 1 1 119241 100.0 Internal Gains Latent Cooling Load=4564 Btuh Overall U-value=0.039 Btuh/ftl-°F, Window/FloorArea=2.4% WARNING:window to floor area ratio=2.4%-less than 5%. 21 Cam- wrF +r1w 2025-Jan AC.LP� ^M1'A-f �� Wight Slite®Unversal2024 24.0.03 RSU26095 Page 2 .ointPleasantRoad\1775PoirtPleasartRoad.rup Calc=MJ8 Frori Door faces:W BuildingAnalysis Job: Y Date: Jan 29,2026 NEW YORR !6U!LDING Main JR >,. By: Tom Baccarella New York Building Technology Group 159 Rt25A Bolding 1 Srite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com -- PrPiect Information For: 1775 Point Pleasant Road,Mattituck NY,Lowell Electric 138 Oregon Avenue,Medford,NY 11763 Phone:(631)654-1771 Email:lowellelectric@gmail.com Desion ------------ Location: Indoor: Heating Cooling Brookhaven,NY US Indoor temperature(OF) 72 75 Elevation: 82 ft Design TD(OF) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 25.3 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range(OF) - 15 ( L ) Method Blower door Wet bulb(OF) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/605 cfm • Component Btuh/ft2 Btuh %of load Walls 4.0 6694 14.9 Walls umidification Glazing 18.0 14700 32.8 \ Doors 11.3 473 1.1 Ceilings 2.4 1959 4.4 � Ventilation Floors 2.0 54 0.1 , Infiltration 3.8 7890 17.6 Ducts 0 0 �, m Piping 0 0 Humidification 5547 12.4 Glazing Ventilation 7487 16.7 Infiltration Adjustments 0 Total 44802 100.0 Other Ceilings • • i Component Btuh/ft2 Btuh %of load Walls 0.8 1290 3.4 Walls Ventilation Glazing 28.8 23498 62.0 Doors 4.6 195 0.5 Ceilings 0.8 654 1.7nternai Gains Floors 0.3 9 0.0 Infiltration 0.3 598 1.6 Ducts 0 0 Ventilation 1237 3.3 Internal gains 10442 27.5 '�' 'Other Blower 0 0 Glazing Adjustments 0 Total 37922 100.0 Latent Cooling Load=5849 Btuh Overall U-value=0.215 Btuh t-*F, Window/FloorArea=26.8% WARNING:window to floor area ratio=26.8%-more than 25%. ERROR:negative wall area in Kitchen-check windows. wrighltstaf to 2025-Jarr2917:36:21 _ ^ Right-SLAe®Urrversal2024 24.0.03 RSU26095 Page 3 ,�� ...oint Pleasant Road\1775 Point Pleasant Road.np Calc=MJ8 Front Door faces:W BuildingAnalysis Job: Y Dabe: Jan 29,2026 NEW YORk 1M". `Nr� Second floor �,,, By: Tom Baccarella New York Building Technology Group 159 R125A Bulding 1 Sute B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg,com Web:www.NYBTG.00m Prpject Information For. 1775 Point Pleasant Road,Mattituck NY,Lowell Electric 138 Ore Avenue„Medford,NY 11763 Phone:(31�elecbio@gmail.com Email:I l electrio@a gmail.ctm Desim Conditions Location: Indoor: Heating Cooling Brookhaven,NY,US Indoor temperature(OF) 72 75 Elevation: 82 It Design TD(OF) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 25.3 32.1 Dry bulb("F) 16 84 Infiltration: Daily range OF) - 15 ( L ) Method Blower door Wet bulb(' ) - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/605 cfm • Component Btuh/ftz Btuh %of load Walls 3.7 6010 16.5 umidification Glazing 18.0 6234 17.1 ales Doors 11.3 236 0.6 Ceilings 2.4 5288 14.5Ventllation Floors 2.0 26 0.1 ���,, Infiltration 3.8 7559 20.8 Glazing-".., Ducts 1601 4.4 µ 'Ducts Piping 0 0 Humidification 4378 12.0 other Ventilation 5086 14.0 Adjustments 0 Ceilings Infiltration Total 364191 100.0 Component Btuh/ft2 Btuh %of load Walls 0.8 1281 5.7 Walls Ventilation Glazing 30.0 10394 46.2 Doors 4.6 97 0.4 Ceilings 0.8 1766 7.9 r -tnternal Gains Floors 0.3 4 0.0 Infiltration 0.3 573 2.5 Ducts 363 1.6 Ventilation 840 3.7 Glazing Internal gains 7160 31.9 Blower 0 0 Infiltration Adjustments 0 Ceilings Total 22479 100.0 Other Latent Cooling Load=3862 Btuh Overall U-value=0.266 Btuh/ft22F, Window/FloorArea=17.3% Data entries checked. .� w h rigtac ft- 2025-Jarr2917:36:21 i9C.C.P� .u*• .,., .� m Right-Sute®Universal 202424.0.03RSU26095 Page oirtPleasartRoad11775PoirtPleasantRoad.nip Calc=MJ8 Front Door faces:W Load Short Form Job: Newrorr " DING Dab@: Jan 29,2026 Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A Buldirg 1 Srite B,Miller Place,W11764 Phone:631495-0289 Email:Tom@nybtg.com Web:wwwM'BTG.com Project Information For: 1775 Point Pleasant Road,Mattituck NY,Lowell Electric 138 Oregon Avenue,Medford,NY 11763 Phone:(631)654-1771 Email:lowellelectric@gmail.com Design Information Htg Clg Infiltration Outside db(OF) 16 84 Method Blower door Inside db(OF) 72 75 Shielding/stories 3(partial)/2 Design TD(OF) 56 9 Pressure/ACH/AVF 50 Pa/3.0/2847 cfm Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load HtgAVF ClgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Main d 3042 31769 36686 1450 1450 Basement d 3618 19957 10664 600 600 Second floor d 1996 26955 21639 850 850 Entire House d 8655 78681 68851 2900 2900 Other equip loads 20200 3337 Equip.@ 1.00 RSM 72187 Latent cooling 7150 TOTALS 8655 1 98881 1 79337 2900 2900 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 444— wrllght'tSi N'IYtk" 2025-JarF2917:36:22 Right-SLiteGUriversal202424,0.03 RSU26095 Page 1 -4C(>% ...ointPleasantRoad11775PointPleasantRoad,np Calc=MJ8 FrorA Door faces:W Load Short Form Job. NEW YORK IHUILDING Date: Jan 29,2026 Basement By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 SLite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@nybtg,com Web:www.M(BTG.com P • • • For: 1775 Point Pleasant Road,Mattituck NY,Lowell Electric 138 Oregon Avenue,Medford,NY 11763 Phone:(631)654-1771 Email:lowellelectdc@gmail.com Design Information Htg Clg Infiltration Outside db(OF) 16 84 Method Blower door Inside db(OF) 72 75 Shielding/stories 2(few obstructions)/2 Design TD(OF) 56 9 Pressure/ACH/AVF 50 Pa/3.01605 cfm Daily range - L Inside humidity(%) 30 50 Moisture difference(gr4b) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN,INC. Make Rheem Trade NAVIEN Trade RHEEM Model NFB-200H Cond RA1418WJl NA AHRI ref 206368829 Coil RH1V2417STANJA AHRI ref 8636338 Efficiency 95AFUE Efficiency 13.0 EER,16 SEER Heating input 36000 Btuh Sensible cooling 12600 Btuh Heating output 36000 Btuh Latent cooling 5400 Btuh Temperature rise 55 OF Total cooling 18000 Btuh Actual airflow 600 cfm Actual airflow 600 cfm Airflowfactor 0.030 cfm/Btuh Airflowfactor 0.056 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.72 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Gym 423 3440 2769 103 156 Rec Room 1856 7404 4419 223 249 Gym Bath 69 362 15 11 1 Lower Bedroom 265 2328 2252 70 127 Mechanical 940 6350 1209 191 68 Lower Bed Bath 65 73 0 2 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoW 2025-Jarv2917:3622 zbk RighFSLAe9Uriversal202424A.03RSU26095 Paget ..oirtPleasar#Road\1775PoirtPleasantRoad,nip Calc=MJ8 FrortDoorfaces:W Basement d 3618 19957 10664 600 600 Other equip loads 11861 1260 Equip.@ 1.00 RSM 11924 Latent cooling 4564 TOTALS 3618 31818 F 16488 600 600 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrigh t s of , 2025-Jan-2917:36:22 �4C�CrP� —.t-I1. . Pigtt-SriteQDUriversal202424.0.03 RSU26095 Page 3 oirt Pleasart Road\1775 Poirt Pleasart Road,nup Calc=MJS Front Door faces:W Load Short Form Job: NEW YORX4 €BD_€LDING Date: Jan29,2026 Main By: Tom Baccarella New York Building Technology Group 159 Rt25A Bulding 1 Sute B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.00m • • • For: 1775 Point Pleasant Road,Mattituck NY,Lowell Electric 138 Oregon Avenue,Medford,NY 11763 Phone:(631)654-1771 Email:lowellelectric@gmail.com Design Information Htg Clg Infiltration Outside db(OF) 16 84 Method Blower door Inside db(OF) 72 75 Shielding/stories 3(partial)/2 Design TD(OF) 56 9 Pressure/ACH/AVF 50 Pa/3.0/605 cfrn Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/Ib) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN,INC. Make Rheem Trade NAVIEN Trade RHEEM Model NFB-200H Cond RA1448AJl NA AHRI ref 206368829 Coil RH1V4824STANJA AHRI ref 7492561 Efficiency 95AFUE Efficiency 12.5 EER,15 SEER Heating input 48000 Btuh Sensible cooling 33250 Btuh Heating output 48000 Btuh Latentcooling 14250 Btuh Temperature rise 30 OF Total cooling 47500 Btuh Actual airflow 1450 cfm Actual airflow 1450 cfrn Airflowfactor 0.046 cfm/Btuh Airflowfactor 0.040 cfrn/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.87 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Kitchen 526 6254 10670 285 422 Wic 1 120 553 89 25 4 Bedroom 1 362 4546 5169 207 204 Pantry 69 487 75 22 3 Mudroom 102 617 167 28 7 Powder 53 1079 587 49 23 Entry Hall 306 1608 1654 73 65 Living 424 3224 6371 147 252 Den 287 4121 5091 188 201 Hall 95 0 0 0 0 Laundry 116 1005 1501 46 59 Study 246 2735 3494 125 138 Bath 2 73 600 132 27 5 Bath 1 262 4941 1686 225 67 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrfgfli f° * 2025-Jan-2917:36:22 Right-Sute®Uriversal202424-0-03RSU26095 Page4 �9lrCrP� oirtPleasartRoad\1775PointPleasartRoad.rt� CaIc=MJB FrortDoorfaces:W Main d 3042 31769 36686 1450 1450 Other equip loads 13034 1237 Equip.@ 1.00 RSM 37922 Latent cooling 5849 TOTALS 3042 44802 43771 1450 1450 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. �~ wrightsoft, 2025-Jar-2917:36:22 AM Righ6Sute®UNversa1202424.0.03RSU26095 Page ,oirt Pleasart Road\1775 Poirt Pleasart Road,.nip Calc=MJS Frort Doorfaws:W Load Short Form Job: NEW roar: eui!oivo Date: Jan29,2026 U6 Second floor By: Tom Baccarella New York Building Technology Group 159 Rt25A Buldirp 1 Siite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.00m Web:www.NYBTG,com Project • • For. 1775 Point Pleasant Road,Mattituck NY,Lowell Electric 138 Oregon Avenue,Medford,NY 11763 Phone:(631)654-1771 Email:lowellelectric@gmail.com Design Information Htg Clg Infiltration Outside db(OF) 16 84 Method Blower door Inside db(OF) 72 75 Shielding/stories 3(partial)/2 Design TD(OF) 56 9 Pressure/ACH/AVF 50 Pa/3.0/605 dm Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN,INC. Make Rheem Trade NAVIEN Trade RHEEM Model NFB-200H Cond RA1430AJl NA AHRI ref 206368829 Coil RH1V3617STANJA AHRI ref 7491228 Efficiency 95AFUE Efficiency 12.5 EER,15 SEER Heating input 42000 Btuh Sensible cooling 20440 Btuh Heating output 42000 Btuh Latentcooling 8760 Btuh Temperature rise 45 OF Total cooling 29200 Btuh Actual airflow 850 cfm Actual airflow 850 cfrn Airflowfactor 0.032 cfm/Btuh Airflowfactor 0.039 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Cig load Htg AVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bedroom 2 372 4444 5236 140 206 WIC 2 109 1108 183 35 7 Bath 3 236 4165 1459 131 57 Balcony 192 1007 719 32 28 Loft 389 3409 4466 107 175 Bedroom 3 264 4099 3496 129 137 Bath 5 68 1020 405 32 16 Bedroom 4 264 3557 3221 112 127 WIC 4 33 82 24 3 1 Bath 4 68 633 107 20 4 Open to Below 3 3431 2323 108 91 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightSoft. 2025-Jarr2917:36:22 i9VN RighFSute®Universal 2024 24.0.03 RSU26095 Page 6 oirtPleasartRoad\1775PoirtPleasartRoad.nup Calc=MJ8 Front Door faces:W Second floor d 1996 Other equip loads 29465 21639 850 850 Equip.@ 1.00 RSM 9465 840 Latent cooling 22479 3862 TOTALS 1996 36419 26342 850 850 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsort- °iH Rigtt-8Ute®Uriversal202424.0.03 RSU26095 oirt Pleasant RoaMl 775 Poirt Pleasant Road.rup Calc=W8 Frort Door faces:W 2025-Jan 29 1 Page 7 Page 7 Project Summary Job: NEWvoRl �Bu€LDINC; Date: Jan29,2026 Ent r�e House By: Tom Baccarella New York Building Technology Group 159 Rt25A BUldirg 1 Siite B,Miller Place,W11764 Phone:631-495-0289 Eniail:Tom@nybtg.comMb:ww.NYBTG.com Proiect Information For: 1775 Point Pleasant Road Mattituck NY Lowell Electric 138 O on Avenue,Medf6rd,NY 11763 Phone:( 6541771 Email:lowel electric@gmail.com Notes: - • • • Weather: Brookhaven,NY,US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 72 OF Inside db 75 OF Design TD 56 OF Design TD 9 OF Daily range L Relative humidity 50 % Ventilation Method Moisture difference 32 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 77080 Btuh Structure 68488 Btuh Ducts(R-6.0) 1601 Btuh Ducts(R-6.0) 363 Btuh Centra6 vent(327 cfm) 20200 Btuh Central vent(327 cfm) 3337 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 98881 Btuh Use manufacturers data y Rate/swingg multipplier 1.00 Infiltration Equipmentsensible load 72187 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3 artial)/2 Pressure/ACH/AVF 50 Pa/3.0 2847 cfm Structure 6705 Btuh Ducts 445 Btuh Central vent(327 cfm) 7125 Btuh Hetin Cootin Area(ftz) 865 86 Equipment latent load 7150 Btuh Volume(fP) 56938 56938 Air changes/hour 0.31 0.14 Equipment Total Load(Sen+Lat) 79337 Btuh Equiv.AVF(cfm) 298 137 Req.total capacity at 0.70 SHR 8.6 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfrn Actual airflow 0 cfm Air flow factor 0 cfrn/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wr't Atha t A 2025-JarF2917:36:22 •.», •», , Right-Sute®Urrversal 2024 24.0.03 RSU26095 Page 1 oirtPleasartRoad11775PoirtPleasartRoad.nip Calc=MJB Frort Door faces:W Project Summary Joet NEW YO" �w ' Pro '1 :BUILDING Date: Jan 29,2026 Basement By: Tom Baooarena New York Building Technology Group 159 Rt 25A Buldirg 1 Sute B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rrybtg.00m Web:vmW,NYBTG.com Project • • • For: 1775 Point Pleasant Road Mattituck NY Lowell Electric 138 OregonAvenue,Mutt"ord,NY 11763 Phone:(631 654-1771 Email:lowel el ic@gmail.com Notes: It • ormation Weather: Brookhaven,NY,US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 72 OF Inside db 75 OF Design TD 56 OF Design TD 9 OF Daily range L Relative humidity 50 % Ventilation Method ASHRAE 62.2-2013 Moisture difference 32 grfib Heating Summary Sensible Cooling Equipment Load Sizing Structure 19957 Btuh Structure 10664 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(124 cfm) 7627 Btuh Central vent(124 cfm) 1260 Btuh Outside air Outside air Humidification 4233 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 31818 Btuh Use manufacturer's data y Rate/swin multipplier 1.00 Infiltration Equipmensensible load 11924 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 2(few obstructions)/2 Pressure/ACH/AVF 50 Pa/3.0/605 cfm Structure 1873 Btuh Ducts 0 Btuh Central vent(124 cfm) 2690 Btuh tt Hea3 19 Coolln33651 Outside air Area( �') 8 Equipment latent load 4564 Btuh Volume(W) 9468 9468 Air changes/hour 0.30 0,14 Equipment Total Load(Sen+Lat) 16488 Btuh Equiv,AVF(cfm) 47 22 Req.total capacity at 0.70 SHR 1.4 ton Heating Equipment Summary Cooling Equipment Summary Make NAVIEN,INC. Make Rheem Trade NAVIEN Trade RHEEM Model NFB-200H Cond RA1418WJl NA AHRI ref 206368829 Coil RH1V2417STANJA AHRI ref 8636338 Efficiency 95AFUE Efficiency 13.0 EER, 16 SEER Heating input 36000 Btuh Sensible cooling 12600 Btuh Heating output 36000 Btuh Latent cooling 5400 Btuh Temperature rise 55 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.030 cfm/Btuh Airflowfactor 0.056 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.72 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -Hri-wrightsoit° 2025-Jarr2917:36:22 .�. M^•� M Right-SLite®Urrversal202424.0.03RSU26095 Paget ACCk ...oirtPleasartRoad\1775PoirtPleasartRoad,rp Calc=MJ8 Frort Door laces:W Project Summary Job: m NEW YaaRw uuLui;vr � � Date: Jan 29,2026 Main „p By: Tom Baccarella w».,. New York Building Technology Group 159 Rt 25A Bulding 1 Sute B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www NYBTG.com PMect Information For: 1775 Point Pleasant Road Mattituck NY Lowell Electric 138 Oregon Avenue,Medi6rd,NY 1176' Phone:(631 654-1771 Email:lowel electric@gmaii.com Notes: ----------- Design Information Weather: Brookhaven,NY,US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 72 OF Inside db 75 OF Design TD 56 OF Design TD 9 OF Daily range L Relative humidity 50 % Ventilation Method ASHRAE 62.2-2013 Moisture difference 32 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 31769 Btuh Structure 36686 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(121 cfm) 7487 Btuh Central vent(121 cfm) 1237 Btuh Outside air Outside air Humidification 5547 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 44802 Btuh Use manufacturers data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 37922 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3 partial)/2 Pressure/ACH/AVF 50 Pa/3. /605 dim Structure 3208 Btuh Ducts 0 Btuh Central vent(121 cim) 2641 Btuh Heatin Coolltn Outside air Area(ft2) 304 34 Equipment latent load 5849 Btuh Volume(ft) 27374 27374 Air changes/hour 0.28 0.13 Equipment Total Load(Sen+Lat) 43771 Btuh Equiv.AVF(cfm) 128 59 Req.total capacity at 0.70 SHR 4.5 ton Heating Equipment Summary Cooling Equipment Summary Make NAVEN,INC. Make Rheem Trade NAVIEN Trade RHEEM Model NFB-200H Cond RA1448AJl NA AHRI ref 206368829 Coil RH1V4824STANJA AHRI ref 7492561 Efficiency 95AFUE Efficiency 12.5 EER,15 SEER Heating input 48000 Btuh Sensible cooling 33250 Btuh Heating output 48000 Btuh Latent cooling 14250 Btuh Temperature rise 30 OF Total cooling 47500 Btuh Actual airflow 1450 cfm Actual airflow 1450 cfm Air flow factor 0.046 cfm/Btuh Airflow factor 0.040 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.87 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. ht vvft"- 2025-Jarr2917:36:22 RghFSuteOUriversal202424,0.03RSU26095 Page oirt Pleasant Road\1775 Point Pleasart Road,.n4) Calc=MJ8 Front Door faces:W Project Summary Job: NEW Yaar &. EU!LDING 1 Date: Jan 29,2026 � w�, wmu . 'Second floor By: TomBaocar@na New York Building Technology Group 159 Rt 25A BUlding 1 Sute B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com • • • For: 1775 Point Pleasant.Road Mattituck NY Lowell Electric 138 OreggonAvenue,Medt'ord,NY 1176'3 Phone:,(i; 1) 54-1771 Email: l electric@gmail.com Notes: Design Information........... Weather: Brookhaven,NY,US Winter Design Conditions Summer Design Conditions Outside db 16 "F Outside db 84 OF Inside db 72 OF Inside db 75 OF Design TD 56 OF Design TD 9 OF Daily range L Relative humidity 50 % Ventilation Method ASHRAE 62.2-2013 Moisture difference 32 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 25354 Btuh Structure 21276 Btuh Ducts(R-6.0) 1601 Btuh Ducts(R- .0) 363 Btuh Central vent(82 cfm) 5086 Btuh Central vent(82 cfm) 840 Btuh Outside air Outside air Humidification 4378 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 36419 Btuh Use manufacturer's data y Ratelwingg multipplier 1.00 Infiltration Equipment sensible load 22479 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3 'partial)/2 Pressure/ACH/AVF 50 Pa/3. /605 cfrn Structure 1623 Btuh Ducts 445 Btuh Central vent(82 cfm) 1794 Btuh ft Hea19;9 Cool A Outside air Area( 2) Equipment latent load 3862 Btuh Volume(ft3) 20096 20096 Air changes/hour 0.37 0.17 Equipment Total toad(Sen+Lat) 26342 Btuh Equiv AVF(cfm) 122 56 Req.total capacity at 0.70 SHR 2.7 ton Heating Equipment Summary Cooling Equipment Summary Make NAVIEN,INC. Make Rheem Trade NAVIEN Trade RHEEM Model NFB-200H Cond RA1430AJl NA AHRI ref 206368829 Coil RH1V3617STANJA AHRI ref 7491228 Efficiency 95AFUE Efficiency 12.5 EER,15 SEER Heating Input 42000 Btuh Sensible cooling 20440 Btuh Heating output 42000 Btuh Latent cooling 8760 Btuh Temperature rise 45 OF Total cooling 29200 Btuh Actual airflow 850 cfm Actual airflow 850 cfm Air flow factor 0.032 cfm/Btuh Air flow factor 0.039 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. i- w r ttxt a 2025-Jm-2917:36:22 ,. Rigtt_SuteSUriversal202424.0.03RSU26095 C..F\ Page 4 �9C. ointPleasartRoad11775PointPleasantRoad.np Calc=MJ8 Front Door faces:W AED Assessment Job: Date: Jan 29,2026 M1fEVs°YC7 dY 6: ''ww p"au.�wlu©%u c� f ; r Entire House By: Tom Baccarella New York Building Technology Group 159 Rt 25A BUlding 1 Srite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rybtg.00m Web:www.NYBTG.00m Project • • For: 1775 Point Pleasant Road,Mattituck NY Lowell Electric 138 Oregon Avenue,Medford,NY 11763 Phone:(631)654-1771 Email:lowelielectdc@gmaii.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY,US Indoor temperature(OF) 72 75 Elevation: 82 ft Design TD(OF) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 25.3 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test • AdeqUate Exposure Diversity Hourly Glazing Load 450* = „ _,.,.,,,.. .�................................. 40,00 5, - ., . . "" "- - ---- 000 - m r� 20, 15„C900- •. 5,c b- o — k- .I .. ._..f._.. ........._............�.. {...... � ........ _.., �.. � ....ryry w_ .�......... �... .... R 8 9 10 11 t2 19 14 15 15 17 18 19 20 rurr,rars fYnyr O FbuM ,^d4veca6)c• ,✓AG4)limtr! Maximum hourly glazing load exceeds average by 21.6%. House has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh wrigists orW 2025-Jarf2917:36:22 i4CitiP� AMR• ram .,W n RZgtt-Sute®Uriversal202424.0.03 RSU26095 Page 1 ..oirt Pleasant Road11775 Poirt Pleasant Road.nip Calc=MJB Frort Door faces:W AED Assessment Job: NEW Y014KA&aurrotNo Date: Jan 29,2026 �;f �re Basement By: Tom eaccareua New York Building Technology Group 159 Rt25A Binding l Srite B,M411 r Place,NY11764 Phone 631-495-0289 Ema6q.Tom@rrybtg com Web:wVw✓.NYBTG,com Project • • For: 1775 Point Pleasant Road,Mattituck NY,Lowell Electric 138 Oregon Avenue,Medford,NY 11763 Phone:(631)654-1771 Email:lowellelectric@gmail.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY,US Indoor temperature(OF) 72 75 Elevation: 82 ft Design TD(OF) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gdlb) 25.3 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Diversity Hourly Glazing Load 2U,2G10 t„ 4d0 1,2r a,�_. 40* 200 .w. . ._........, {......... . ....... ......_1 ... _. w{...... _ _...... .. �.... �..... .{. ..... .......w_------ f 8 9 10 11 12 13 14 15 16 17 is '19 20 4lariu'A CYU A lbo�rlq F,vereA .� c �/A[C)Ilmlt Maximum hourly glazing load exceeds average by 39.6%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 138 Btuh (PFG - 1.3*AFG) -" wrigh ft, 2025-Jari2917:36:22 19C.l.Ph aM=�. n�M s,.• Right-SuteSUriversal202424.0,03RSU26095 Paget ..oirtPleasar#Road\1775PoirtPleasantRoad.nup Calc=MJ8 Front Doorfaoes:W AED Assessment Job: NEW vowsfto- !au�_©i:ve Dabe: Jan29,2026 lF Main By Tom Baccar•Ila New York Building Technology Group 159 Rt 25A Btildirq 1 Siite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rrybtg,com Web:wuwv.N BTG.00m Project • • For: 1775 Point Pleasant Road,Mattituck NY,Lowell Electric 138 Oregon Avenue,Medford,NY 11763 Phone:(631)654-1771 Email:lowelielectdc@gmail.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY,US Indoor temperature(OF) 72 75 Elevation: 82 ft Design TD(OF) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 25.3 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 30,E _ ............. _ _.. . ...... �... ............w..� 26,00D _ --� 2z000 .... ". 2cs, 12,Q1 6„000 4„000 a,0OD-,_ ° ...............p ...__ { _ .. ._M_... _ ..�_... ... } .. ....... .._...ry.._ 8 9 10 11 12 13 14 15 16 17 16 13 20 Hour or Dey /Hourly "Average AED limn Maximum hourly glazing load exceeds average by 24.2%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh -+- wrr+, h t« 2025-Jao-2917:36:22 '� AM*•� -* Right Srite®Uriversal 2024 24.0,03 RSU26095 Page 3 ACCA ,..oirtPleasartRoad\1775PoirtPleasartRoad.rlip Calc=MJ6 Front Door faces:W AED Assessment Job: r�tw voaac p�uco rrinR;.� Date: Jan29,2026 °a Second floor By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 Siite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:www.NYBTG.com Project • • For: 1775 Point Pleasant Road,Mattituck NY,Lowell Electric 138 Oregon Avenue,Medford,NY 11763 Phone:(631)654-1771 Email:lowellelectdc@gmail.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY,US Indoor temperature(OF) 72 75 Elevation: 82 ft Design TD(OF) 56 9 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 25.3 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test for • ' • Exposure Diversity Hourly Glazing Load taor� ..m Q00 11. ........ .. . ,, , 8, ,,... n 4,000 2,000 o e ......w. ......N ...._ .. .... .......... . ..... ....... .. ...............10 .1�1....... 12. 1�°�. .. ......�d�9 Is 16 17 18 19 20 Flew'al'Clay f Av.,r I A D ltmll Maximum hourly glazing load exceeds average by 21.7%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh wrighta 43ft 2025-Jarr2917:36:22 i9l.�.P� �M*•� *�« Right-Sote4DUriversal202424,0,03RSU26095 Page oirt Pleasart Road11775 Poirt Pleasant Road.nup Calc=MA Front Door faces:W Right-J®Worksheet Job: Entire House Date: Jan 29,2026 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:wWW NYBTG.00m 1 Room name Entire House Main 2 Exposed wall 814.8 ft 280,5 ft 3 Room height 9.2 ft d 9.0 ft d 4 Room dimensons 5 Room area 8654.9 ftz 3041.6 fF Ty Construction U-value Or HTM Area (ft) Load Area (fP) Load number (BtuW-'F) (BtuW) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12: 0.065 n 3,66 0.78 815 747 2734 583 405 346 1265 270 �---G00aftNYM 0,320 n 18.02 9.13 67 0 1214 615 59 0 1070 542 15613 0.093 n 3.48 0.15 677 627 2183 94 0 0 0 0 Debuft NYBTG 0.320 n 18.02 9.13 15 0 270 137 0 0 0 0 11 D- ft NY'BTG 0.320 n 18,02 6.39 35 0 631 224 0 0 0 0 lzv4sw 0.065 4ry 3.66 0.78 1321 569 2083 727 201 736 157 'DO. G 0.320 18.02 33,11 144 0 2588 47 14 0 245 450 DabAAYSTO 0,320 o 18.02 33.11 608 0 10954 2013D 512 0 9224 16952 W 1561 0.093 e, 3.61 0.19 722 722 2607 136 0 0 0 0 12 , 0,065 3.66 0.78 882 712' 2605 555 473' 355 1295 277 O 0.320 8 18.02 16.42 85 0 1533 1397 33 0 592 540 00"NMO 0.320 18.02 16.42 64 0 1153 1051 64 0 1153 1051 fty Door 0.200 a 1126 4.64 21 21 236 97 21 21 236 97 15813-Wo6 0.093 s 3.51 0.16 677 640 2248 102 0 0 0 0 t-G Default NYBTG 0.320 s 18,02 16.42 38 0 676 616 0 0 0 0 12F-O&N 0.065 w 3.66 0.78 1089 874 3199 682 493 359 1312 280 Defaallt NYBTG 0.320 w 18.02 33.11 146 0 2629 4831 86 0 1551 2851 Default NYBTG a320 w 18,02 23.18 48 0 865 1112 48 0 865 1112 Entry Door 0200 lrwa 1126 4.64 21 21 236 97 0 0 0 0 W 15613-0vta6 0.093 w 361 0.19' 722 722 2607 136 0 0 0 0 R 12C�nr 0.091 5.12 0.76 428 407 2083 307 428 407 2083 307 �--D Entry Door 0.200 n 11.26 4.64 21 21 236 97 21 21 236 97 C 16X30-oad 0.408 2.37 0.79 3060 3060 7248 2420 827 827 1959 654 C Adabaticceili 0.255 14,33 0.00 8 8 117 0 0 0 0 0 C Adiabaticceili 0,048 2.73 0.00 594 594 1620 0 0 0 0 0 F 19A-21bwp 0045 202 0.33 27 27 54 9 27 27 54 9 F 19A-21bsuw 0045 2,02 0.33 13' 13 26 4 0 0 0 0 F 21A-32t 0.020 1.13 0.00 3618 3618 4073 0 0 0 0 0 6 c)AED exarsor, 0 0 Envelopelossrgain 58706 40633 23879 2%46 12 a) Infiltration 18374 1393 7890 598 b) Room ventilation 0 0 0 0 13 Internal gains: Oooupants@ 230 8 1840 4 920 Applianceother 24622 9522 Subtotal(lines 6 to 13) 77080 68488 31769 36686 Less e)demal load 0 0 0 0 Lesstransfer 0 0 0 D Redistribution 0 0 0 0 14 Subtotal 77080 68488 31769 36656 15 Dudloads 2% 1% 1601 363 0% 0% 0 0 Total room load 78681 68851 31769 36686 Air required(dm) I 1 2900 2900 1450 1450 Calculations 2gproved b ACCA to meet all=Uirements of Manual J 8th Ed. - u�wwrM�trritmrarsirt` 2025-Jan-2917:36:22 Right-SuiteO Universal 202424.0.03RSU26095 Pagel ..oint Pler Roadt1775 Potnl Pleasard Road.np Calc=MJB Front Doorfaces:W MEVr YC3,p; E. :kG Right-M Worksheet Job: Entire House Date: Jan 29,2026 By: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg,com Web:vww✓.NYBTG.com 1 Room name Basement Seoond floor 2 Exposed wall 311.0 ft 223.3 ft 3 Room height 9.0 ft d 10.1 ft d 4 Room dimensions 5 Room area 3617.6 ft' 1995.7 ft' Ty Construction U-value Or HTM Area (ft) Load Area OF) Load number (Btuh/fF--°F) (BtuW) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-0sw 0.W5 in 3.66 0.78 0 0 0 0 410 402 1460 313 DebA NYBTG 0.320 n 18.02 9.13 0 0 0 0 8 0 144 73 W 15B13•0wa6 0.093 n 3,48 0.15 677 627 2183 94 0 0 0 0 I--G Default NYBTG 0.320 n 18.02 9.13 15 0 270 137 0 0 0 0 11 I-G DefaultNYBTG 0,320 n 1 18.02 6,39' 35 0 631 224 0 0 0 0 1�l 12F-OaN 0.065 a 3.66 0.78 0 0 0 0 594 368 134 I G,Dd"NYBTG 0.320 a 18.02 33.11 0 0 0 0 130 0 C DdWA NYBTG 0.320 a '', 10.02 33.11 0 0 0 0 96 0 1730 3170 W 15B13-Ovuu6 0.093 a 361 0.19 722 722 2607 136 0 0 0 0 12F-0sw 0.065 s 3.66 0,78 0 0 0 0 410 357 1308 270 Default NYBTG 0.320 s 18,02 16.42 0 0 0 0 52 0 W 857 DobJt NYBTG 0.320 s 18.02 16.42 0 0 0 0 0 0 0 0 Entry Door 0,200 s 11.26 4.64 0 0 0 0 0 0 0 0 Vdl 15B13-Dor-6 0.093 s 3,51 0.16 677 640 2248' 102 0 0 0 0 I-G Default NYBTG 0,320 s 18.02 1642 38 0 676 616 0 0 0 0 yJ 12F-WN 0,065 w 3,66 0.78 0 0 0 0 596 515 18M 402 M-{ DefauAt NYBTG 0.320 w 18.02 33,11 0 0 0 0 60 0 1077 1980 LI-_DG DebA NYBTG 0.320 w 18,02 23.18 0 0 0 0 0 0 0' 0 Entry Door 0200 w 1126 4.64 0 0 0 0 21 21 46 97 W 15B13-0wo-6 0.093 w 361 0.19 722 722 2607 136 0 0 0 0 R 12C-Osw 0.091 - 5.12 0.76 0 0 0 0 0 0 0 0 t D Entry Door 0.200 n 11.26 4.64 0 0 0 0 0 0 0 0 C 16X30-Oad 0.408 2,37 0.79 0 0 0 0 2233 2233 5288 1766 C 0.255 - 14,33 0.00 8 8 117' 0 0 0 0 0 C Adabatcoodi 0.048 2.73 0.00 594 594 1620 0 0 0 0 0 F IqX2IbW 0.045 2.02 0.33 0 0 0 0 0 0' 0 0 F 19A-21 bsmp 0 045 2,02 0,33' 0 0 0 0 13 13 26 4 F 21A-32t 0.020 - 1.13 0.00 361E 3618 4073 0 0 0 0 0 6 0)AED exarsior, 138 0 Ernelope losdgain 17032 1582 17795 13543 12 a) Infiltration 2925 222 7559 573 b) Room\entilation 0 0 0 0 13 Internal gains: Ooaapants @ 230 2 460 2 460 Applianoeslother 8400 6700 Subtotal(lines 6 to 13) 19957 10664 25354 21276 Lessextemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 19957 10664 25354 21276 15 Dud loads 0% 0% 0 0 6% 2% 1601 363 Total room load 19957 10664 26955 21639 Air required(dm) 600 6001 850 850 Calculations 22groved b ACCA to meet:all re uirements of Manual J 8th Ed. _ v It tlrni 2025-Jar-2917:36:22 Right-SUte@)UViversal202424.0.03RSU26095 Paget ...oirt Pleasant Roa&775P'oid Pleasant Road.rr Calc=MJ8 Front Door faces:W NEW roar. " Right-JO Worksheet Job: " » �;?,�: •`• Basement Date: Jan 29,2026 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rybtg,com Web:www,N BTG,com 1 Room name Basement Gym 2 Exposed wall 311.0 ft 64.0 ft 3 Room height 9.0 ft d 9.0 ft heat/000l 4 Room dimensions 1.0 x 422.6 ft 5 Room area 361T6 fF 422.6 tt2 Ty Construction U-value Or HTM Area (ft) Load Area (ft) Load number (BtuW-°F) (BtuKW) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/PtS Heat Cool Gross N/P/S Heat Cool 6 ky "t2 0.065 n 0,00 0.00 00 0 0 0 0 0 0 NYB G 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 W 15813-0 0.093 n 3.48 0.15 677 627 2183 94 198 183 636 27 I--G DeWt NYBTG 0.320 n 18.02 9.13 15 0 270 137 15 0 270 137 11 I--G Debdt N"YBTG 0 320 n 1802 6.39 35' 0 631 224' 0 0 0 0 12T 0.066 s 0.00 0.00 0 0 0 0 0 0 0 0 Do"'NYSTO 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0 tN+NY N" R= a 0,00 0.00 O 0 0 0 0 0 0 0 W 15813-OA06 0.093 a 3.61 0.19 722 722 2607 136 83 83 300 16 12F4$N 0.065 s 0.00 0.00 0 0 0' 0, 0 0 0 0 DeXANY870, 0 320 s 0,00 0.00 0 0 0 0 0 0 0 0 DOAAWSTO 0.3201 s 0.00 0.00 0 0 0' 0 0 0 0 0 EntyDoor 0.200 s 0.00 0.00 0 0 0 0 0 0 0 0 WJ 15B13- 0.093- s 3.51 0.16 677 640 2248 102 63 63 227 12 t-G DefauftNYBTG 0,320 s 18.02 16.42 38 0 676 616 0 0 0 0 1 ; 0.065 w 0,00 0.00 0 0 0 01 0, 0 0 0 DaWkNYSTO 0.320, w 0,00 0.00 0 0 0 0, 0, 0 0 0 00"NYSTO Q320 w 0,00 0.00 0 0 0 0 01 0 0 0 0200ftyDoor w 0.00 0.00 0 0 0 0 0, 0 0 0 W 15813- 0.093- w 3,61 0,19 722 722 2607 136 232 232 836 44 12C 0.091 - 0.00 0.00 0 0 0 0 0 0 0 0 1-0 EftyDcor 0.200 n 0.00 0.00 0 0 0 01 01 0 0 0 C 16X 0.408 0.00 0.00 0 0 0 0 0 0 0 0 C 0.255 1433 0.00 8 8 117 0,' 6 6 87 0 C Adabstecefli 0.048 2.73 0.00 594 594 1620 01 2 2 5 0 T 19A,21bap 0.045 - 0.00 0.00 0 0 0 01 0 0 0 0 F 19A-21b%p 0,045 000 0,00 0 0 0 0 0 0 0 0 F 2 N91Vr62t 0.020 - 1.13 0.00 3618 3618 4073 0 423 423 476 0 6j c)AED excursion 138 1 1 -12 Envelope lossrgain 17032 1582 2836 223 12 a) Infiltration 2925 222 602 46 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 2 460 0 0 Appliancestother 8400 2500 Subtotal(lines6to 13) 19957 10664 3440 2769 Less extemalload 0 0 0' 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 19957 10664 3440 2769 15 Dud loads 0% 0% 0 0 0% 0% 0 0 Total room load 19957 10664 3440 2769 Air required(dm) 600 600 103 156 Calculations approved to ACCA,to meet all requirements Manual J 8Nh Ed. F wnrr9t Ma MSI^ 2025-Jar-2917:36:22 Righl-Suite®Universal 2024 24.0.03 RSU26095 Page 3 .oirtPleasantRoadk't7"YSPoBtt Pleasant Road.rup CaIc=MJB Front Door faces,W Right-J®Worksheet Job: Basement Date: Jan 29,2026 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bulding 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:w4vw.NYBTG,00m 1 Room name RecRoom Gym Bath 2 Exposed well 115.3 it 6.3 ft 3 Room height 9.0 ft heat/000l 9.0 ft heat/000l 4 Room dimensions 1.0 x 1856.1 ft 6.3 x 11.0 It 5 Room area 18561 T 68.8 ft Ty Construction U-value Or HTM Area (ft') Load Area (ft) Load number (Btuh/ftz--°F) (Btuhlltz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat I Cool Gross N/P/S Heat Cool 6 " 1, 0,065 n 0,00 0.00 0 0 0 0 0 0 0 0 NYISTGI 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 W 1B13- 0.093 n 3.48 0.15 24 199 661 20 0 0 0 0 Default NYBTG 0.320 n 18.02 9.13 0 0 0 0 0 0 0 0 11 Default NYBTG 0,320 n 1802 6.39 35 0 631 224 0 0 0 0 V¢I 1 F 0.065 a Q00 0.00 0 0 0 0 0' 0 0 0 DOW(WOTG 0.320 a 0.00 0,00 0 0 0 0 0' 0 0' 0 DoWtNYWO 0,320 a 0.00 0.00 0 0 0 0 0 0 0 0 W 15B1 0.093 a 3 V 0.19 329 329 1186 62 0 0 0 0 VY 12 0065 s 0.00 0.00 0 0 0 0 0 0 0 0 NYOTI 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 L^pG00"NYOTO 0.320 s 0.01) 0.00 0 0 0 0 0 0 0 0 EntryDoor 0.200 s 0,00 0.00 0 0 0 0 0 0 0 0 1kJ 15613 0093 s 3.51 0,16 189 189 682 36 0 0 0 0 -G Default NYBTG 0.320 s 18,02 1642 0 0 0 0 0 0 0 0 l 0.065 w 0.00 0.00 0 0 0 0 0 0 0 0 NYWiB 0,320 w 0.00 ODD 0 0 0 0 0 0 0 0 0.320 w 0,00 0.00 0 0 0 0 0 0 0 0 Sow 0200 w 0.00 0.00' 0 0 0 0 0 0 0 0 W 15B13 0.093 w 3.61 0.19 286 286 1031 54 56 56 203 11 R 12 0.091 - 000 0.00 0 0 0 0 0 0 0 0 1---D t 0.200 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16?t= 0.408 0.00 0.00 0 0 0 0 0 0 0 0 C AdabofooWi 0.255 - 14.33 0.00 1 1 8 0 2 2' 22 0 C taatcootll 0.048' _ 2.73 U0 11 11 31 0 0 0 0 0 F 1. 'I ,' 0.045 0.00 0.00 0 0 0 0 0 0 0 0 F 19A-21bsvm 0,045' 000 0,00 0 0 0 0 0 0 0 0 F 21A-32t 0.020 1.13 0.00 1856 1856 2090 0 69 69 77 0 6 c)AED excursion -19 0 Envelope loss/gain 6320 377 303 11 12 a) Infiltration 1084 82' 59 4 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 2 460 0 0 Applianceslother 3500 0 Subtotal(lines6to 13) 7404 4419 362 15 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 7404 4419 362 15 15 Dud loads -0% 0% 01 0 -0% 0% 0 0 Total room load 7404 4419 362 15 Air required(dm) 223 249' 11 1 Calculations approved b ACCA to meet all requirements of Manual J 8th Ed. 2025-Jarr2917:36:22 Rigtt-SuteOUniversal 2024 24.0,03 RSU26095 Page 4 ",oint Pleasant Road\1775 Point Pleasant Road.rup Calc=MJ8 Front Door faces:W Right-J®Worksheet Job: Basement Date: Jan 29,2026 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg com Web:vw NYBTG.Com 1 Room name Lover Bedroom Mechanical 2 Exposed Aell 36,5 ft 89,0 ft 3 Room height 9.0 ft heat/cool 9A ft heat/000l 4 Room dimensions 1.0 x 264.8 ft 34,5 x 27.3 ft 5 Room area 264.8 ft2 940.1 ftZ Ty Construction U-value Or HTM Area (ft) Load Area (ft) Load number (BtuW-'F) (BtuW) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 t 0.065 n 0,00 0.00 0 0 0 0 0 0 0 0 Debug W,B"G 0.320 n 0.00 0.00- 0 0 0 0 0 0 0 0 15613- 0.093 n 3.48 0.15 0 0 0 0 245 245 885 46 Default NYBTG 0.320 n 18.02 9.13 0' 0 0 0 0 0 0 0 11 Default NYBTG 0,320 n 18,02 6,39 0 0 0 0 0 0 0 0 'Li 12F-09v 11065 a 0"00 0.00 0 0 0 0 0 0 0 0 Dda*,NYWG 0.320 a 0.00 0.00 0 0 0 0 0 0 0' 0 G 0.320" e 0.00' 0.00, 0 0 0 0 0 0 0 0 W 15813-0vo6 0.093 a 3.61 019 0 0 0 0 311 311 1121 59 12F 0.065 s 0.00 0.00, 0 0 0 0 0 0 0 0 DQftANMG T�i 0320 s 0,00 0.00 0 0 0 0 0 0, 0 0 'VaT; 0:320 s 0.00 0.001 0 0 0 0 0 0 0 0 F» 0,200 s 0.00 0.00, 0 0 0 0 0 0 0 0 V�J 1B'13- 0.093 s 3.51 0.16 180 143 453 8 245 245 885 46 T-G Default NYBTG 0320 s 18.02 16A2' 38 0' 676 616 0 0 0 0 Val 12F49N 0.065 w 0.00 0.00 0 0 0 0 0 0 0 0 F-� DOWItNYSTO 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 0AWNme, 0.320 w 0,00 0.00 0 0 0 0 0' 0 0 0 Efty000r 0.200 w 0.00 0.00 0 0 0 0 0 0 0 0 W 15813 0.093 w 3.61 0.19 149 149' 536 28 0 0 0 0 t 0.091 - 000 0.00, 0 0 0 0 0 0 0 0 0.200 n 0.00 0.00, 0 0 0 0 0' 0 0 0 C 16 Oad 0.408 0.00 0.00 0 0 0 0 0 0 0 0 C AdabaftWifii 0.255 14.33 0.00 0 0 0 0 0 0 0 0 C Adlabbaet oWh 0.048 2.73 0.00 8 8 21 0 573 573 1563 0 F 1W,21bwp 0.045 0.00 0.00, 0 0 0 0 0 0 0 0 F 19A-21 bsvp 0,045 0,00 Goo 0 0 01 0 0 0 0 0 F 21A-32t 0.020 1.13 0.00 285 265 298 0 940 940 1059 0 6 c)AED..on 174 -5 Envelope loss(gain 1985 826 5513 146 12 a) Infiltration 343 26 837 63 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliances(other 1400 1000 Subtotal(lines6 to 13) 2328 2252 6350 1209 Less e)demal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2328 2252 6350 1209 15 Dud loads -0% 0o/a 0 0 -0% 0% 0 0 Total room load 2328 2252 6350 1209 Air required(dm) 70 127 191 68 Calculations ageroved b ACCAto meet all requirements of Manual J 8th Ed. i'�.h wrldhwlt;apvwt�w ^» 2025-Jars-2917:36:22 Right-SuiteO Uriversal 2024 24,0,03 RSU26095 Page 5 ...oint Pleasart Road\1775 Point Pleasant Road nup Calc=MJ8 Front Door faces:W . Right Worksheet Job: NEW QRK E_�E�'Y6 Basement Date: Jan 29,2026 By: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.00m Web:wwwNYBTG,com 1 Room name Lover Bed Bath 2 Exposed volt 0 ft 3 Room height 9.0 ft heat/cooi 4 Room dimensions 9.0 x 7.3 ft 5 Room area 65.3 ft Ty Construction U-value Or HTM Area (ft) Load Area Load number (BtuhW--°F) (Btuhltt=) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F 0,065 n 0.00 0.00 0 0 0 0 006NANYBTO 0.320 n 0.00I 0.00 0 0 0 0 %t= 151313- 0.093 n 3.48 0.15 0 0 0 0 DefauitNYBTG 0.320 n 18.02 9,13 0 0 0 0 11DefaultNYSTG 0,320 n 1802 6,39 0 0 0 0 12F47SN 0.065 a 0.00 0.00 0 0 0 0 oowtNma 0.320 a 0.00 0.00 0 0 0' 0 0.320 s 0.00 0.00 0 0 0 0 W 151313 0.093 a 3.61 0.19 0 0 0 0 12P4%N, 0.065 s 0.00 0.00 0 O 0 0 Default NYBTG 0.320 s 0.00 0,00 0 0 0 0 DobA NYBTG 0.320 s 0.00 0.00 0 0 ❑ 0 Entry Door 0.200 s 0,00 0,00 0 0 0 0 yJ 15B13-Dw-6 0.093 s 3,51 0.16 0 0 0 0 -G Default NYBTG 0.320 s 18.02 1642 0 0 0 0 12F-Osn 0.065 w 1 0.00 0.00 0 0 0' 0 DefmANYSTG 0.320 w 0.00 0.00 0 0 0 0 DefaW NYBTG 0.320 w 0.00 0.00 0 0 0 0 Entry Door 0.200 w 0.00 0.00 0 0 0 0 WV 15B13-0vv-6 0.093 w 3.61 0.19 0 0 0 0 12C-09N 0.091 - 0.00 0.00 0 0 0 0 Entry Door 0.200 n 0.00 0.00' 0 0 ❑ 0 C 16X30-Oad 0.408 0.00 0.00 0 0 0 0 C Adiabaticosili 0.255 - 14.33 0.00 0 0 0 0 C Adiabaticeeili 0.048 273 0.00 0 0 0 0 19A-21b9W 0.045 0100 0.00 0 0 0 0 F 19A-21 b9m 0,045 0,00 0,00 0 0 0 0 F 21A-32t 0.020 - 1.13 0.00 65 65 73 tl 6 c)AED exarsi.n 0' Ernelope loss(gain 73 0 12 a) Ir>fItration 0 0 b) Room writilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal(lines 6 to 13) 73 0 Less exhemalload 0 0 Lesstranster 0 0 Redistribution 0 0 14 Subtotal 73 0 15 Dud loads -010 0% 0 0 Total room load T73 0 Air required(dm) 2 0 Calculations a roved b ACCA to meet all requirements of Manual J 8th Ed. �}�t- wrigti �caw1'�t^� 2025-Jar-2917:36:22 Aft Right-Suite@ Universal 202424.0.03RSU26095 Page oint Pleasant Road\1775 Point Pleasant Road up Calc=MJ8 Front Door faces:W Right-J®Worksheet Job: Main Date: Jan 29,2026 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg,com Web:wvwo.N1BTG,com 1 Room name Main Ktchen 2 Exposed wall 280.5 ft 33B ft 3 Room height 9.0 ft d 9.0 ft heat/cool 4 Room dimensions 1.0 x 525.6 ft 5 Room area 3041.6 ft= 525.6 ft2 Ty Construction U-value Or HTM Area (ft) Load Area (ft2) Load number (Btuhlit=-°F) (Btuh/ft=) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 Y � 0.065 n 3,66 0.78 405 346 1265 270 27 2799 21 _CDOUJANYM 0.320 n 18.02 9.13 591 0 1070 542 0 0 0 0 W 15813• 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 �--G Dutt NYBTG 0.320 n 0.00 0.00 01 0 0 0 0 0 0 0 11 GDefault NYBTCa 0.320 n 0,00 0.00 01 0 0 0 0 0 0 0 Val 12 0,065 a 3.66 0.78 727 201 736 157 169 -23 -85 -18 DOWANYOrG 0.320 a 18.02 33.11 14 0 245 450 0 0 0 0 DebAWSTO 0.320 a 18.02 33.11 512 0 9224 16952 192 0 3459 6357 W 11511313-W06 0.093 a 0,00 0.00 0 0 0 0 0 0 0 0 1 4 0065 s 3.66 0.78 473 355 1298 27108 44 161 34 NYST 0.320 s 18.02 16.42 33 0 592 540 0 0 0 0 Tit 0.320 s 18.02 16.42 64 0 1153 1051 64 0 1153 1051 En6YDW 0,200 s 1126 4,64 21 21 236 97 0 0 0 0 1hU 15B1 s 0,093 s 0.00 0,00 0 0 0 0 0 0 0 0 -G D tNYBTG 0,320 s 0.00 0.00 0 0 0 0 0 0 0 0 12F4$N 0.320 w 8.02 3.11 493 350 1551 851 0 0 0 0 YB�" 0.320 w 18.02 33.11 86 0 1551 2851 0 0 0 0 0.320 w 18.02 23.18 48 0 865 1112 0 0 0 0 ftyDoor 0.200 w 0.00 0.00 0 0 0 0 0 0 0 0 W 1561 0.093 w 0.00 0,00 0 0 0 0 0 0 0 0 FI 12. 0.091 - 5.12 0.76 428 407 2083 307 0 0 0 0 L.-p B 0.200 n 11.26 4.64 21 21 236 97 0 0 0 0 C 16X d 0,408 237' 0.79 827 827 1959 654 137 137 325 108 C AdabakCstk 0.255 0.00 0.00 0 0 0 0' 0 0 0 0 C Adabaticcefli 0.048 - 0.00 0.00 0 0 0 0 0 0 0 0 F IW2ibeAp 0.045 202 0.33 27 27 54 9 0 0 0 0 F im-21b9m 0,045 - 000 0,00 01 0 0 0 0 0 0 0 IF 21' 0.020 0.00 0.00 0 0 0 0 0 0 0 0' 6 c)AED excursion 0 -751 Envelope lossrgain 23879 25646 5112 6802 12 a) Infiltration 7890 598 1143 87 b) Room ventilation 0 0 0 0 13 Internal gains: Oocupants@ 230 4 92D 0 0 Applianceslother 9522 3781 Subtotal(lines6 to 13) 31769 36686 6254 10670 Less extemal load 0 0 0 0 Lesstranslier 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 31769' 36686 6254 10670 15 Dud loads 0% 0%1 0 0 -0%' 0% 0 0 Total room load 31769 36686 6254 10670 Air required(dm) 1450 1450 285 422 Calculations agproved b ACCAto meet all requirements of Manual J 8th Ed. �� wr1R'�? +ct^ftl4:"" 2025-Jar>-2917:36:22 �A Righl-Suitee Universal 202424.0.03RSU26095 Page ..oirt Pleasant Road\1775 Point Pleasant Road,nup Calc=MJB Front Door laces:W _ Right-J®Worksheet Job: r vc ew rcaa Main Date: Jan 29,2026 By: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg,com Web:www.NYBTG com 1 Room name VVlc 1 Bedroom 1 2 Exposed vell 10.0 ft 34,5 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat(cool 4 Room dimensions 1.0 x 120.0 ft 1.0 x 362.2 ft 5 Room area 120.0 ft 362.2 ft= Ty Construction U-value Or HTM Area (ft2) Load Area (ft) Load number (BtuW-'F) (Btuhlft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NJP/S Heat Cool Grass NR/S Heat Cool 6 12F-0sm 0.065 n 3.66 0.78 0 0 0 0 169 142 518 110 �G Deault NYBTG 0.320 n 18.02 9.13 0 0 0 0 27 0 4901 248 W 15B13-Wr,6 0.093 n 0,00 0.00 0 0 0 0 0 0 01 0 L Default NYBTG 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 11 Default NYBTG 0,320 n 0.00 0.00 0 0 0 0 0 0 01 0 U�1 12F 09N 0.065 a 3.66 0.78 0 0 0 0 142 46 167 36 {L-^-�G Defudt NYBTG 0.320 a 18.02 33.11 0 0 0 0 0 0 0 0 DebA NYBTG 0.320 e' 18.02 33.11 0 0 0 0 96 0 1730 3178 W 15B13-D c-6 0.093 a 0,00 0.00 0 0 0 0 0' 0 0 0 12F-Osw 0.065 s 3.66 0.78 Q 0 0 0 0 0 0 0 Debug NYBTG 0r320 s 18,02 16.42 0 0 0 a 0 0 0 0 r�---DG DetauItNYBTG 0.320 s 18.02 16.42 0 0 Q 0 0 0', 0 0 Entry Door 0200 s 1126 4.64 0 0 0 0 Q 0 0 0 t15B130wc6 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 -G Default NYBTG 0 320 s 000 0.00 0 0 0 0 0 0 0 0 12F-OaN 0.065 w 3.65 0.78 0 0 0 0 0 0 0 0 Defaault W,f$TO 0.320 w 18.02 33.11 0 0 0 0 0 0 0 0 Dekuft 0.320 w 18.02 23.18 0 0 0 0 0 0 0 0 0.200 w 0.00 000 0 0 0 0 0 0 0 0 W 15B13• 0,093' w 0.00 000 0 0 0 0 0 0 0 0 '1200W 0.091 - 5.12 0.76 90 90 461 68 0 0 0 0 0.200 n 11.26 4.64 0 0 0 0 0 0 0 0 c 16%30w 0.408 2.37 0.79 39 39 91 31 200 200 473 158 C AdaioatoWM 0255 0,00 0.00 0 0 0 0 0 0 0 0 C Adabatecalh 0.048 - 0.00 0.00 0 0 0 0 0 0 0 0 F IW21bmp 0.045 202 0.33 0 0' 0 0 0 0 0 0 F 19A-21 bswp 0,045 - 0,00 0.00 0 0 0 0 0 0 0 0 F 21A-32t 0.020 0.00 0.00 0 0 0 0 0' 0' 0 0 6 c)AED exarsion -9 50 Envelope loss(gain 553 89 3378 3681 12 a) Infiltration 0 0 1168 89 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliances(other 0 1400 Subtotal(lines6to 13) 553 89 4546 5169 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 553 89 4546 5169 15 Ductloads -0% 00!a 0 CI -0% 0% 0 0 Total room load 7553 891 4546 5169 Air required(clim) 25 4 207 204 Calculations approved b ACCA to meet all requirements of Manual J 8th Ed. -i f.r- wr14rls tVC" 2025-Jan-2917:36:22 `^^.""®"".. Right-Suite®Universal 2024 24.0,03 RSU26095 Page 8 oint Pleasant Road\1775 Point Pleasant Road.rup Calc=MJ8 From Door faces:W Right-J®Worksheet Job: Main Date: Jan 29,2026 By: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg,com Web:woru.NYBTG.00m 1 Room name Pantry Mudroom 2 Exposed wall 9.3 ft 7.0 ft 3 Room height 9.0 ft heat/cod 9,0 ft heatlwol 4 Room dimensions 9.3 x T5 ft 7.0 x 14.5 ft 5 Room area 69.4 ft 101.5 ft= Ty Construction U-value Or HTM Area (ft') Load Area (IF) Load number (Btuw--°F) (BtuW) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat I Cool Gross N/P/S Heat Cool 6 Y1J 12F,08W 0.065 n, 3.66 0.76i 0 0 0 0 0 0 0 0 �G TG 0.32D n 18.02 9.13 0 0 0 0 0 0 0 0 W 1581 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 11 F= DefaultNYBTG 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 Default NYBTG 0.320 n 0,00 0.00 0 0 0 0 0 0 0 0 l�! 1 F 0.065 a 3.66 0.78 0 0 0 0 0 0 0 0 EGG TG 0.320 a 18.02 33.11 0 0 0 0 0 0 0 0 DOOANYaTG 0.320 a 18,02 33.11 0 0 0 0 0 0 0 0 W 15813 0,093- a 0.00 0.00 0 0 0 0 0 0 0 0 12F40# 0,065 a 3.66' 0.76 0 0 0 0 0 0 0 0 0.320 8 18.02 16.42 0 0 0 0 0 0 0 0 IL---GBDQUANYM 0.320f s, 18.02 16.42 0 0 0 0 0 0 0 0 0:200 a 11 M 4,64 0 0 0 0 0 0 0 0 1581 0.093 a 0„00 0.00 0 0 0 0 0' 0 01 0 t-G DefaultN1YSTG 0,320 a 0,00 0.00 0 0 0 0 0 0 0 0 '[-G12F40N 0.065 w 3,66 0.78 0 0 0 0 0 0 0 0 004tANYSTG 0.320 w 18.02 33.11 0 0 0 0 0 0 0 0 00"NYSTO 0.320i W 18.02 23.18 0 0 0 0 0 0 0 0 IntyDoor 0.200 W 0.00 0.00 0 0 0 0 0 0 0 0 W 1581 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 R 12 0:091 - 5.12 0.76i 83 83 427 63 63 42 215 32 L-0 I 0.200 n 11.26 4.64 0 0 0 0 21 21 236 97 C 1 0,408 2,37 0.79 25 25 60 20 68 68 162 54 c Adabwowi 0.255 - 0.00 0.00 0 0 0 0 0 0 0 0 C A(d6aba6cce0i 0.048 0.00 0.00 0 0 0 0 0 0 0 0 F ISN-21bwo 0.045,' - 202' 0.33 0' 0 0 0 2 2 3 1 F 1A-21 0045 0,00 0,00 0 0' 0 0 0 0 0 0 F 21A-32t 1 0.0201 - 0.00 0.00 0' 0 0 0 0 0 0 0 61 c)AED excursion -8 1 -17 Envelope losstgain 487 75 617 167 12 a) Infiltration 0 0 0 0 b) Room\entilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 487 75 617 167 Less extemalload 0 0 0 0 Less transfer 01 0 0 0 Redistribution 0 0 0 0 14 Subtotal 487 75 617 167 15 Dud loads -0% 0% 0 0 -0% 0% 0 0 EETotal room load 487 75 617 167 Air required(dm) 22 3 28 7 Calculations approved b ACCA to meet all re uirements of Manual J 8th Ed, _ 2025-Jarr2917:36:22 Right-Suite@ Universal 2024 24.0.03 RSU26095 Page 9 `� ..oint Pleasant Road\1775 Poirt Pleasant Road.rtp Calc=MJ8 Frorf Doorfaces:W Right-M Worksheet Job: Main Data: Jan 29,2026 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rr/btg,com Web:wWw.NYBTG.com 1 Room name Pander Entry Hall 2 Exposed voll 14.5 ft 13.8 ft 3 Room height 9.0 ft heaV000l 9.0 ft heatl000l 4 Room dimensions 7.0 x T5 ft 13.8 x 22.3 ft 5 Room area 52.5 ft' 305.9 ft= Ty Construction U-value Or HTM Area (ft2) Load Area (ft) Load number (BtuhHP--°F) (BtuW) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12 0.065 n 3.66 0.78 0 0 0 0 0 0 0 0 ttt to 0.32D n 18,02 9.13E 0 0 0' 0 0 0 0 0 1561 0.093 n 0.001 0,00 0 0 0 0 0 0 0 0 UtNYBT'G 0.320 n 0,00 0.00E 0 0 0 0 0 0 0 0 11DebUtNYSTG 0.320 n 0001 0,00 0 0 0 0 0 0 0 0 12F46W 0.065 a 3.661 0.78 0 0 0 0 0 0 0 0 C 0.320 a 18.02 33.11 0 0 0 0 0 0 0 0 0.320E a 18.02 33.11 0 0 0 0 0 0 0 0 W/W@ 1561 0,093 a 0,00 0.00 0 0 0 0 0 0 0 0 1 0.0135 s 3.661 0,78 0' 0 0 0 0 0' 0 0 TEi ErftDocr,STG 0.320 s 18,02 I 16.42 0 0 0 0 0 0 0 0 DaWtNYSTO 0.320 s 18.02 16.42 0 0 0 0 0 0 0 0 0,200�, s 11.26 4.64 0 0 0 0 0' 0 0 0 1/1J 15B13-OHc.6 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 G Default NYBTG 0.320 s 0.00 0,001 0 0 0 0 0 0' 0 0 1 � 0.065 w 3,66 0.78' 63 53 195 42 124 76 277 59 0.320 w 18,021 33.11 10 0 173 318 0 0 0 0 06WOOSTO 0.320 w 18,02 23,18 0 0 0 0 48 0 865 1112 0.200 w 0.00 0.00 0 0 0 0 0 0 0 0 WdW,P 15613- 0,093 w 0.00 0.00 0 0 0 0 0 0 0 0 12 0.091 - 5.12 0.76 68 68 346 51 0 0 0 0 0.21301 n 11.26 4.64 0 0 0 0 0 0 0 0 C 16){, 0.408 237 0.'79 53 53 124 42 0 0 0 0 Cr AdabobccWk 0255, 0.00 0.00 0 0 0 0 0 0 0 0 C Adebaficceill 0.048 00 0.00 0 0 0 0 0 0 0 0 tOX21bsi4W 0.045 2.02 om3 2I 2 4 1 0 0 0 0 F 19A-21 b9m 0 045 000 0.00 0 0 0 0 0 0 0 0 IF 21A-32t 0.020- 0.00 0,00 0 0 0 0 0 0 0 0 61 0)AED excursion 1161 1 447 Envelope losslgain 842 569 1142 1619 12 a) Infiltration 237 18 466 35 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianceslother 0 0 Subtotal(lines 6to 13) 1079 587' 1608 1654 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1079 587' 1608 1654 15 Ductloads -0% 0% 0 0 -0% 0% 0 0 Total room load 1079 587 1608 1654 Air required(dm) 49 23 1 1 73 65 Calculations approved by ACCA to meet all requirements of Manual J 8tt1 Ed. -r - it s 2025-Jan-2917:36:22 right-Suit Universal 2024 24.0.03 RSU26095 Pa e 10 ...oirtPleasartRomlkl775PoirtPleasmtRoad.nip Calc=MJB FrontDoorfaces:W g Right-JO Worksheet Job: Main Date: Jan 29,2026 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bolding 1 Sote B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG,com 1 Room name Living Den 2 Exposed well 20.8 ft 34.0 ft 3 Room height 9.0 It heat/cool 9.0 ft heaUcool 4 Room dimensions 23.3 x 18.3 ft 15.8 x 18.3 ft 5 Room area 424.3 ft2 287.4 f Ty Constnadion U-value Or HTM Area (tt2) Load Area (ft) Load number (BtuW-'F) (Btuhlft) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool 6 1RJ 12F 0.065 n 3.66 0.78 0 0 0 0' 0 0 0 0 �{ DeWtINYSTO 0.320 n 18,02 9.13 0 0 0 0 0 0 0 0 W 15813 0.093 n 1 0.00 0.00 0 0 0 0 0 0 0 0 Default NYBTG 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 11 Defbu,NYBTG 0.320 n 0,00 0,00 0 0 0 0 0 0 0 0 Vpl 12F-0sw, 0.065 a 3.85 0,78 IF59 215 46 142 46 167 36 I�-GG To 0.320 o 18.02 33.11 0 0 0 0 0 0 0 0 waro 0.320 a 18.02 33.11 128' 0 2306 4238 96 0 1730 3178 W 15B1 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 1�I 12 0.085 3.66 0.78 0 0 0 0 164 131 481 102 l-G 0.320 6 18,02 16.42 0 0 0 0 33 0 592 540 ;�pG IY 0.320 16.02 16.42' 0 0 0 0 0 0 0 0 0.200 s 11.26 4.64 0 0 0 0 0 0 0 0 V]J 15613 0.093 5 0.00 0.00 0 0 0 0 0 0 0 0 I-G Delauft NYBTG 0,320 s 0,00 0.00 0 0 0 0 0 0 0 0 12ROW 0.065 w 3,86 0.78 0 0 0 0 0 0 0 0 GDG%*NY0TG 0.320 ^w 18.02 33.111 0 0 0 0 0 0 0 0 De"NYOTG 0.320 w 18.02 23.18 0 0 0 0 0' 0 0 0 0.200 w 0.00 0.00 0 0 0 0 0 0 0 0 W 1581 6 0.093 w 0,00 0.00 0 0 0 0 0 0 0 0 Fl 12 0.091 - 5.12 0.76 0 0 0 0 0 0 0 0 I-D 0.200 n 11.26 4.64 0 0 0 0 0 0 0 0 c 16XZ40ad 0.408 2.37 0.79 0 0 0 0 0 0 0 0 c AdabogcoW# 0.255 - 0.00 0.00' 0 0' 01 0 0 0' 0 0 C Adialoateceili 0.048 - 0.00 0.00 0 0 0 0 0 0 0 0 F 1SX21bmp 0.045 - 202 0.33 0 0 0 0 0 0 0 0 F 19X21bsm 0 045 000 0.00 0 0 0 0 0 0 0 0 IF 21 3 0.020 0.00 0.W 0 0 0 0 0' 01 0 0 6 c)AEDlexcursion 1 174 1 -363' Envelope loss/gain 2521 4457 2970 3493 12 a) Infiltration 703 53 1151 87 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 2 460 2 460 Appliancedother 1400 1050 Subtotal(lines6 to 13) 3224 6371 4121 5091 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redisbibuton 0 0 0' 0 14 Subtotal 3224 6371 4121 5091 15 Ductloads -0% 00/0 0 0' -0% 0% 0 0 Total room load7777 3224 6371 4121 5091 Air required(cfm) 147 252 188 201 Calculations approved b ACCAto meet all requirements of Manual J 8th Ed. -FW n!7!q"tkardw,crwl!*- 2025-Jarf2917:36:22 Z`.F. """" Pight-Suite®Universal 2024 24.0.03 RSU26095 Page 11 oirt Pleasant Road\1775 Point Pleasant Road,nup Calc=MJ8 Front Door faces:W NE'h''CR1: C iILD'VG Right-M Worksheet Job: Main Date: Jan 29,2026 By: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg,com Web:WWW.NYBTG,com 1 Room name Hall Laundry 2 Exposed wall 0 it 11.5 it 3 Room height 9.0 it heaV000l 9.0 It heat/cool 4 Room dimensions 9.5 x 10.0 ft 9.5 x 12.3 ft 5 Room area 95.0 ft' 116.4 it' Ty Construction U-value Or HTM Area (it) Load Area (ft) Load number (Btuh/fP-'F) (BtuhlftZ) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V 1 - 0.065 n 3.66 0.78 0 0 0 0 0 0 0 0 GDOMAWSTO 0.320 n 18.02 9.13 0 0 0 0 0 0 0 0 15613M R093 n 0.00 0.00 0' 0 0' 0 0 0 0 0 DeWtNYSTG 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 11 DeftAtN'YBTG 0,320 n 0.00 0,00 0' 0 0 0 0 0 0 0 1�1 1 0.065 a 9, 0.78 0 0 0 0 0 0 0 0 11-GG tN�'BT 0.320 a 18,02 33.11 0 0 0 0 0 0 0 0 Debut NYOT13 0.320 a 16 33.11 0 0 0'' 0 0 0 0 0 W ISB13-0oo6 0,093 a 0.00 0.00 0 0 0 0 0 0 0 0 12 0,065 s 6 0.78 0 0 0 0 18 18 66 14 DoWtINYSTO 0.320 e 18,02 16.42 0 0 0 0 0 0 0 0 ' Y r 0.320 s` 1842 16.42 0 0 0 0 0 0 0 0 Entry Door 0.200 s 11.26 4.64 0 0 0 0 0 0 0 0 151313-0N.c6 0.093 s 0.00 0.00 0' 0 0 0 0 0 0 0 Default NYBTG 0,320 s 0.00 0.00 0 0 0 0 0 0 0 0 12F-09N 0.065 W 3,66 0.78 0 0 0 0 86 72 263 56 DoU t NYBTG 0.320 w 18,02 3311 0 0 0 0 14 0 245 450 Default NYBTG 0.320 war 1902 23.18 0 0 0 0 0 0 0 0 0200 W 0,00 0.00 0 0 0 0' 0 0 0 0 W 15613 0.093 w 0.0 0.00 0 0 0 0 0 0 0 0 PL-.0 12c4ow 0.091 1. 612 0.76 0 0 0 0 0 0 0 0 0.200 n 112 4.64 0 0 0 0 0' 0' 0 0 C 16X 0.408 2,37 079 0 0 0 0 17 17 39 13 C AdWvkoWJ 0255 0100 0,00 0 0 0 0 0 0 0 0 C Achabatacoettl 0.048 0,00 0.00 0 0 0 0 0 0 0 0 F I%k2lbwo 0.045 2,02 0.33 0 0 0 0 1 1 2 0 F 19A-21bsm 0,045 000 0.00 0 0 0 0 0 0 0 0 F 21A-32t 0.020 0,00 0.00 0' 0 0 0 0 0 0 0 6 c)AED excursion 0 97 Envelope loss/gain 0 0 616 631 12 a) Infiltration 0 0 389 30 b) Room\entilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoestother 0 841 Subtotal(lines6 to 13) 0 0 1005 1501 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 01 0 0 14 Subtotal 0 0 1005 1501 15 Ductloads -0%1 0% 0 0' -0% 0%j 0 0 Total room load 0 Q 1005 1501 Air required(cfrn) 0 0 1 46 59 Calculations approved by ACCA to meet all re uirements of Manual J 8th Ed, �� wriryrh 2025-Jarr2917:36:22 Right-Sul Universal 2024 24.0.03 RSU26095 Page 12 oirtPleasartRoadl17'75PolntPleasartRood.rup Calc=MJ6 FrortDoorfaces:W N'.fJ Y0!i Y, Ci I .'Id G. Right-J®Worksheet Job: Main Date: Jan 29,2026 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Brildirg 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.00m Web:www,NYBTG.00m 1 Room name Study Bath 2 2 Exposedwell 29.5 It 65 ft 3 Room height 9„0 It heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 245.8 It 11.3 x 6.5 ft 5 Room area 245,8 ft2 73.1 ft' Ty Construction U-value Or HTM Area (ft) Load Area (ft2) Load number (Btuhlftz--°F) (BtuW) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross NIP/S Heat I Cool 6 VLl 12F 0.065 n 3.66 0.78 0 0 0 0 0 0 0 0 I--GDoWtNYM 0320 n 18.02 9.13 0 0 0 0 0 0 0 0 V[j 151313- 0.0 0.093 n 0.00 0 0 0 0 0 0 0 0 0 Debult NYBTG 0.320 n 0,00 0.00 0 0 0 0 0 0 0 0 11Default,NYBTG 0.320 n 0.00 000 0 0 0 0 0 0 0 0 1�l 12FLOsw 0„065 a 3,66 0,78 0 0 0 0 0 0 0 0 Defiautt NYBTG 0.320 a 18.02 33.11 0 0 0 0 0 0 0 0 l---G DebANYBTG 0,320 a 18.02 33.11 0 0 0 0 0 0 0 0 W 15B13-134a6 0,0931 a 0.00 0.00 0 0 0 0 0 0 0 0 12F-0sw 0.065 s 3.66 0.78 124 124 453 97 59 38 137 29 Dob*NYBTG 0320 s 18.02 16.42 0 0 0 0 0 0 0 0 0(tNY8TG 0.320 s 18.02 16.42 0 0 0 0 0 0 0 0 vh Entry Door 0,200 s 1126 4.64 0 0 0 0 21 21 236 97 1T--G5B13-OwcS 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 V Default NYBTG 0,320 s 000 0,00 0 0 0 0 0 0 0 0 yd 12F-0sw 0.065 w 3,66 0.78 142 92 338 72 0' 0 0 0 E---G Debult NYBTG 0.320 w 18.02 33.11 49 0 888 1632 0 0 0 0 Detault NYBTG 0.320 w 18.02 23.18 0 0 0 0 0 0 0 0 Entry Door 0.200 w 0.00 0.00 0 0 0 0 0 0 0 0 W 15B13-0wa6 0.093 w U0 0.00 0' 0 0 0 0 0 0 0 R 12C-Osa 0.091 5.12 0,76 0 0 0 0 0' 0 0 0 ---D Entry Door 0200 n 11.26 4.64 0 0 0 0 0 0 0 0 C 16X30-Oad 0.408 - 2.37 0,.79 24 24 57 19 3 3 6 2 C Adlabaticceili 0.255 - 0.00 0.00 0 0' 0 0 0 0 0I 0 C Adiabaticceili 0.048 - 0,00 0.00 0 0 0 0 0 0 0' 0 F 19X21 0.045 _ 202 0.33 0' 0 0 0 0 0 0 0 F 19A-21 0,045 000 0.00 0 0 0 0 0 0 0 0 F 2IAa2t 0.020 - 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 548 1 •13 En elope losstgain 1736 2368 380 115 12 a) Infiltration 999 76 220 17 b) Room ventilaton O 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoestother 1050 0 Subtotal(lines 6 to 13) 2735 3494 600 132 Less external load 1 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2735 3494 600 132 15 Dud loads -0% 0%1 0 0 -0% 0% 0 0 Total room load 7�1 12735 3494 600 132 Air required(dm) 125 138 27 5 Calculaticana approved b ACCA to meet t all Mquirements of Manual J 8tt1 Ed. v+eart rto 2025-Jar-2917:36:22 Rtgt l-SOWO(Aiv Treat 2024 24.0.03 RSU26095 Page 13 o4tt Pleasant Roadk1775 Point Pleasartt Road rup Calc-MXt From Door laws;W Right-M Worksheet Job: " Main Date: Jan 29,2026 By: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.00m Web:www.NYBTG.00m 1 Room name Bath 1 2 E>posed wall 55.5 ft 3 Room height 9.0 ft heaUmol 4 Room dimensions 1.0 x 262A ft 5 Room area 2624 ft2 Ty Construction U-value Or HTM Area (ftz) Load Area Load number (Btuhlft--°F) (BtuhlfF) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VN 12F 0.065 n 3,66 0.78 209 177 648 138 __G N 0,320 n 18.02 9.13 32 1 0 580 294 15813W 0,093 n ODD 0.00 0 0 0 0 -G It NYBTG 0.320 n 0.00 0,00 0 0 0 0 11 L-G DeWtNYBTG 0,320 n 0.00 0.00 0 0 0 0 V�f 12 0.065 a 3.66 0.78 88 74 271 58 OWWKWOTO 0.320 a 18.02: 33.11 14 0 245 450 DeftA T 0.320 s 18.02 33.11 0 0 0 0 W 15813-0yo6 0.093 a 0.00 0.00 0 0 0 0 1 0065 s 3.66 0.78 0 0 0 0 -GDOWANYOTO 0.320 s 18,02 16.42 0 0 0 0 TG 0.320 s 18.02 16.42 0 0 0 0 0,200 s 11,26 4.64 0 0 0 0 11�1 1561 6' 0.093 s 0.00 0.00 0 0 0 0 -a Default NYBTG 0.320 s 0.00 0,00 0 0 0 0 12F-OsN 0.065 w 3.66 0.78 79 65 238 51 Default NYBTG 0.320 w 18.02 33.11 14 0 245 450 Default NYBTG 0.320 w 18.02 23.18 0 0 0 0 ErttryDow 0.200 w 0.00 0.00 0 0 0 0 W 15B13-Owo-6 0.093 w 0,00 0.00 0 0 0 0 F) 12C�v 0091 - 5.12 0.76 124 124 634 93 L---D Entry Door 000 n 11.26 4.64 0' 0 0 0 C 16X30-Oad 0.408 2.37 0.79 262 262 621 208 C Aclabikosili 0.255 0.00 0.00 0 0 0 0 C Adiabatcoeili 0.048 0.00 0.00 0 0 0 0 F 19A-21bsnp 0.045 202 0.33 22 22 44 7 F 19A-21 b9m 0,045 0,00 0.00 0 0 0 0 F 21A-32t 0.020 0.00 0.00 0 0 0' 0 6 c)AED excurs on -170 Emelope loss(gain 3527 1579 12 a) Infiltration 1414 107 b) Room ventilation 0' 0 13 Internal gains. Occupants@ 230 0 0 Appliances/other 0 Subtotal(lines 6 to 13) 4941 1686 Less extemalload 0 0 Lesstransfer 0 0 Redistribution 0 0 14 Subtotal 4941 1686 15 Duct loads -0% 0%1 0 0 Total room load 4941 1686 Air required(dm) 225 67 Calculations ageroved UACCAto meet all requirements of Manual J 8tb Ed. �}r- R7~bsaw1rtC* 2025-Jar-2917:36:22 Rughl-SU Universal 2024 24.0.03 RSU26095 Page 14 .oirt Pleasant RDad\17P5ftrtPleasr°artRoaad.nup Calc=MJ8 Front Door faces:W Right-A)Worksheet Job: NEW''C?K C:�I'.,':•`N•C y: Jan Tom Baccar Second floor B By: arella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:wrwu.NYBTG,com 1 Room name Second floor Bedroom 2 2 Exposed vall 2233 ft 28.8 It 3 Room height 10.1 It d 9.0 ft heaU000l 4 Room dimensions 1.0 x 372.0 ft 5 Room area 1995.7 ft' 372.0 iF Ty Construction U-value Or HTM Area (ft) Load Area (ft) Load number (BtuhHP--'F) (Btuhift) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/PiS Heat Cool Gross N/P/S Heat Cool 6 VN 12F-09N 0.065 n 3.66 0.78 410 402 1469 313 45 45 165 35 L� DeWt NYBTG 0.320 n 18.02 9.13 8 0 144 73 0 0' 0 0 W 15B13-Ovuc,6 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 I--G Default NYBTG 0.320 n 0.00 0„00 0 0 0 0 0 0 0 0 11 I-G Default NYBTG 0.320 n 0,00 0,00 0 0 0 0 0 0 0 0 Ij 12F-O9N 0.065 a 3.66 0.78 594 368 1347 287 171 75 274 59 Default NYBTG 0.320 e 1 B.02 33.11 130 0 2343 4306 0 0 0 0 Dabult NYBTG 0.320 a 18.02 33.11 96 0 1730 3178 96 0 1730 3178 W 15B13-Owo-6 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 12F-Osw' 0.065 s` 3.66 0.76 410 357 1308 279 43 43 156 33' Default NYBTG 0.320 s 18;02 16.42 52 0 940 857 0 0 0 0 Default NYBTG 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0.2130 s 0.00 0.00 0 0 0 0 0 0 0 0 \ C 15B13-0vra6 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 Default NYBTG 0.320 s 0,00 0.00 0 0 0 0 0 0 0 0 12F-0sw 0.065 w 3,66 0.78 5.% 515 1886' 402 0 0' 0 0 Default 0 NYBTG 0.320 w 0,00 0,00 0 0 1980 0 0 0 0 0 0 0 0 0 Entry Doorlt 0.200 w 1126 4.64 21 211 1077' 97 0 0 0 0 W 15B13-0vo6 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 12C-09N 0.091 - 0.00 0.00 0 0 0 0 0' 0 0 0 1-0 Entry Door 0.200 n Ho 0.00 0 0 i 0 0 0 0 0 0 C 16X30-Oad 0,408 2.37 0,79 2233 2233 5288 1766 372 372 881 294 c Adiabaticaeili 0255 0.00 0.00 0 0 0 0 0 0 0 0 C Adiabaticceili 0.048 0,00 0„00 0 0' 0 0 0' 0 0 0 IF 19A-21bsAAp 0.045 0.00 0.00 0' 0' 0 0 0 0 0' 0 F 19A-21b9m, 0,045 - 2,02 0,33 13 13 26 4 0 0 0 0 F 21A-32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 0' 74 Envelope loss(gam 17795 13543 3206 3674 12 a) Infilt ation 7559 573 973 74 b) Room ventilation 1 0 0 0 0 13 Internal gains: Occupants@ 230 2 460' 0 0 Appliances(other 6700, 1400 Subtotal(lines 6 to 13) 25354 21276 4180 5148 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 25354 21276 4180 5148 15 Dud loads 6% 2% 1601 363 6% 2% 264 88 Total room load 26955 21639 4444 5236 Air required(dm) 1 8501 8501 1 140 206 Calculations approved b ACCA to meet all requirements of Manual J 8th Ed. -r'at 2025-Jan-2917:36:22 " "" ^ '"°"°' " Right-Suite®Universal 2024 24.0.03 RSU26095 Page 15 ...oirt Pleasant Road\1775 Point Pleasant Road,np Calc=MJ8 Front Door faces:W iW YC?l: �E'v 1.�"1G Right-JO Worksheet °b' �....... Second floor Date: Jan By: Tom Baccarcarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:w w¢NYBTG.com 1 Room name WIC 2 Bath 3 2 Exposed wall 11.8 It 43.3 It 3 Room height 9.0 ft heat/cool 9.0 ft heaV000l 4 Room dimensions 11.8 x 9.3 ft 10.3 x 23.0 It 5 Room area 1087 It' 235.8 ftf Ty Construclion U-value Or HTM Area (ft) Load Area (I) Load number (BtuW-'F) (Btuh/ft) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool 6 %tG12F-0am 0,065 n 3,86 0.78 0 0 0 0 207 199 728 155 Default NYBTG 0.320 n 18.02 9.13 0 0 0 0' 8 0 144 73 15B13 Owa6 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 --G Default NYBTG 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 11 L--G Default NYBTG 0 320 n DAO 0.00 0 0 0 0 0 0 0 0 V�J 12F OSW 0.065 0 3.66 0.78 0 0 0 0' 90 65 239 51 BT�-G DebANYG 0.320 e 18.02 33.11 0 0 0 0 25 0 446 81g 1--G Default NYBTG 0.320 a 18.012 33.11 0 0 0 0 0 0 0 0 W 151313-0=-6 0.093 a 0„00 0.00 0 0 0 0 0 0 0 0 1�J 12F Oan 0.065 s 3.66 0.78 0 0 0 0 0 0 0 0 D&WAtNYBTG 0.320 s 18.02 16.42' 0 0 0 0' 0 0 0 0 tl---GD De"NYBTG 0.320 s 0.00 0.00 0 0 0 D 0 0 0 0 Entry Door 0.200 s 0.00 0.00' 0 0 0 0 0 0 0 0 V+J 15B13-0vr-6 0.093 s 0.00 0.00' 0 0 0 0 0 0 0 0 t-G Default NYBTG 0.320 s 0,00 0.00' 0 0 0 0 0 0 0 0 12RCON 0.065 w 3,66 0.78 106 106' 387 82 92 92 338 72 ---G00"NYOtO 0.320 w 18.02 33.11 0 0 0 0 0 0 0 0 00"WaTo 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 fty000r 0.200 w 1126 4.64 0 0 0 0 0 0 0 0 W 1581 0.093 w 0.00 0.00 0 0 0 0 0 0' 0 0 R 1 0.091 - 0.00 0.00 0 0 0 0 0 0 0 0 r D ,r 0.200 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16X 0.408 2.37 0.79 109 109 257 86 236 236 558 186 C 0255 0.00 0.00 0 0 0 0 0 0 0 0 C Adababeceili 0.048 0.00 0.00 0 0 0 0 0 0 0 0 F 19P�e,41 _ 0.045 0.00 0.00 0 0 0 0 0 0 0 0 F 19FF21 0 045 202 0,33 0 0 0 0 0 0 0 0 F 21X32t 0.020 - 0.00 0.00 0 0 0 0 0 0 0 0 61 c)AED excursion 1 -19 1 -33 Envelope loss(gain 644 150 2453 1324 12 a) Infiltration 398 30 1464 111 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Applianoes(other 0 0 subtotal(lines 6 to 13) 1042' 180 3917 1435 Less e)hemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtr)tal 1042 180 3917 1435 15 Dud loads 6% 2% 66' 3 6% 2% 247 24 Total room load 1108 183 4165 1459 Air required(dm) 1 1 35 7 131 57 Calculabons,approved b ACCA to meet all requirements of Manual J 8th Ed. - �jra- wrwr �s cs " 2025-Jar}2917:36:22 ACA Rght-SuiteOUniversal 2024 24.0.03 RSU26095 Page 16 ...oirt Pleasant Roadl'i775 Poirt Pleasant Ro td.nup Calc=MJ8 Front Door faces:W Right-JO Worksheet Job: Second floor Date: Jan 29,2026 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@rrybtg.corn Web:ww w.NYBTG.corn 1 Room name Balcony Loft 2 Exposed wall 5.0 ft 21.0 it 3 Room height 9.0 ft heattcool 9.0 it heaf/cool 4 Room dimensions 1.0 x 191,6 ft 21.0 x 18.5 ft 5 Room area 191.6 ft2 388.5 fP Ty Construction U-value Or HTM Area (ft) Load Area (ft) Load number (BtuWF--°F) (BtuKV) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F tt 3,66 0.78 0 0 0 0 0 0 0 0 N n 18.02 9.13 0 0 0 0 0 0 0 0 W 15B1 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 Default NYBTG 0.320 n OAO 0.00 0 0 0 0 0 0 0 0 11 Defau NYBTG 0,320 n 0.00 0.00 0 0 0 0 0 0 0 0 0.065 a 366 0,78 0 0 0 0 189I 127 466 99 DOWMYSTG 0.320 a 10.02 33.11 0 0 0 0 62 0 1109 2037 DAWNYSTO 0.320 8 18.02 33.11 0 0 0 0 0 0 0 0 W 1581 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 l, ,, 0.065 3.66 0.76 4 0 0 0 0 0 0 D V4bANWG 0.320 s 18.02 16.42 0 0 0 0 0 0 0 0 DebUtNYSTO 0.32D 0.00 0.00 0 0 0 0 0 0 0 0 0.2D0 s8 0,00 0.00 0 0 0 0 0 0 0 0 W 15813• 0.093 0,00 0.00 0 0 0 0 0 0 0 0 L---G Default NYBTG 0,320 s 0,00 0,00 0 0 0 0 0 0 0 0 11��dd DOISKANYSTO ' , , 0.065 taw 3,66 0.78 45 24 88 19 0 0 0 0 �--G N 0.320 t 18.02 33.11 0 0 0 0 0 0 0 0 lL-G 0.320 'W 0.00 0.00 0 0 0 0 0 0 0 0 0.200. Ndw 11.E 4.64 21 21 236 97 0 0 0 0 W 1581 0.093 wm± 0.00 0.00 0 0 0 0 0 0 0 0 fl 12C 0.091 0.00 0.00 0 D 0 0 0 0 0 0 �D 0.200 t 0.00 ODD 0 0 0 0 0 0 0 0 C 1U 0.408 - 2.37 0.79 192 192 454 152 389 389 920 307 C Adabatioceirs 0255 0;,00 0.D0 0 0 0 0 0 0 0 0 C coenti 0.048 0,00 0.00 0 0 0 0 0 0 0 0 IF 19A,21boAp 0.045 0.00 0.00 0 0 D 0 0 0 0 0 F 19X21b%p 0,045 202 0,33 0 0 0 0 0 0 0 0 IF 21An~32t 0.020 0.00 0,00 0 0 0 0 0 0 0 0 6 c)AED e,=rsion -74 -67 Emelopelosswgain 778' 194 2495 2377 12 a) Infiltration 169 13 711 54 b) Room ventilation 0 0 0 0 13 1 Internal gains: Ooaapants@ 230 0 0 21 460 Applianoeswother 500 1500 Subtotal(lines6 to 13) 947 707 3206 4391 Lessextemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 947 707 3206 4391 15 Dud loads 11 6% 2% 601 12 6% 2% 202 75 ITTotal room load 1007 719 3409 4466 Air required(drn) 32 28 107 175 Calculation approved ACCAto meet all re uirem nta of Manual J ttth Ed. �. �...„ o � 2025-Jan-29 17:36:22 w^t�grtwwtcs#°�R A- & Rigtt•S'ut tfrtversal2024 40.03 RSU26095 Page 17 a-o0t Plnt Road117'75 Poftt Pimisarrt Road rup Calc=MJB Fronl Door fares,W Right-M Worksheet Job: Second floor Date: Jan 29,2026 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg,00m Web:wwv.NYBTG,com 1 Room name Bedroom 3 Bath 5 2 Exposed wall 32.5 ft 8.8 it 3 Room height 9.0 It heat/cool 9.0 it heat/000l 4 Room dimensions 16.0 x 16.5 ft 10.0 x 6.8 ft 5 Room area 264.0 ft= 67.5 ft2 Ty Construction U-value Or HTM Area (ft) Load Area (ftz) Load number (BtuW-°F) (BtuW) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool 6 Vdl 12F-OaN 0,065 n 3,66 0,78 0 0 0 0 0 0 0 0 �G Deft NYBTG 0.320 n 18.02 9.13 0 0 0 0 0 0 0 0 W 15B13-0wa6 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 I--G Default NYBTG 0.320 n 1 0.00 0.00 0 0 0 0 0 0 0 0 11 I-G Default NYBTG 0.320 n 0,00 0.00 0 0 0 0 0 0 0 0 1�f 12F 09N 0.065 a 3.66 0.78 144 100 367 78 0 0 0 0 G Def dNYBTG 0.320 a 18.02 33.11 44 0 789 1449 0 0 0 0 L--G001WANYM 0.320 a 18.02 33„11 0 0 0 0 0 0 0 0 W 15B13-0wa6 0.093 a 0.00 0.00 0 0 0 0 0' 0 0 0 112F-09N 0 065 s 3.66 0.78 149 119 436 93 61 46 168 36 Default NYBTG 1 0.320 s 18.02 16.42 29 0 531 484 15 0 265 242 Default NYBTG 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0,200 s 0.00 0.00 0 0 0 0 0 0 0 0 1qJ 15B13-O4c6 0.093 s 0.00 0.00 0 0' 0 0 0 0 0 0 L--G Default NYBTG 0.320 s 0,00 0.00 0 4' 0 0 0 0 0 0 VV��11 12F-09N 0.065 w 3,66 Q78 0' 0 0 0 16 1$ 66 14 )----G DoWlt NYBTG 0.320 w 10.02 33,11 0 0 0 0 0 0 0 0 Lam_�G NYBTG 0.320 w 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 02M w 1126 4.64 0 0 0 0 0 0 0 0 W 15B13-134a6 0.093 w 0.00 0,00 0 0 0 0 0 0 0 0 C X30--0 d 0,408 0.200 A 2.3377 0.7799 264 264 625 209 68 68 160 0 53 C Adiabaticaei1i 0.255 0,00 0.00 0 0 0 0 0 0 0 0 C Adiabaticceili 0.048 0.00 0.00 0 0 0 0 0 0 0 0 F t t 0.045 0.00 0.00 0 0 0 0 0 0 0 0 F IW21bwo 0,045 202 033 4 4 8 1 2 2 3 1 F 21A.3a 0.0m 0.00 0.00 0 0 0 0 0 0 0 0 61 c)AED excursion 1 -360 1 30 Envelope losstgain 2755 1954 663 376 12 a) Infiltration 1100 83 296 22 b) Roomventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 1 0 Appliances/other 1400 0 Subtotal(lines 6 to 13) 3856 3438' 959 399 Less eAemal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3856 3438 959 399 15 Dud loads 6%o 2% 243 59' 6% 2% 61 7 Total room load 4099 3496 1020 405 Air required(clm) 1 129 137 32j 16 Calculafionsapj2roved b NCCI to meetall fa uiraments of Manual J 8tt1 Ed. o* 2025-Jarr2917:36:22 .. M^tt� km�csc�l�Ms klbg E-Sti U astal20:424.O.03RSU2 5 Page18 oirtPIt.asartRoad41776 P irtPleasartRoad.rsir C°afc--NUB Frortf�rrftr s:W Right-M Worksheet Job: Second floor Date: Jan 29,2026 By: Tom Baccarella New York Building Technology Group 159 Rt 25A Bulding 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Bedroom 4 WIC 4 2 Exposed vall 32.5 ft 0 ft 3 Room height 9.0 It heatkool 9.0 ft heaticool 4 Room dimensions 17.0 x 15.5 ft 6.5 x 5.0 ft 5 Room area 263.5 I? 32.5 ft' Ty Construction U-value Or HTM Area Oil) Load Area (ft2) Load number (BtuhlfP--°F) (Btu h/R') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/PiS Heat Cool Gross I NIPIS Heat Cool 6 N,1 1 0.065r n 3,66 0.78 0 0 0 0 0 0 0 0 �GDoWiNYSTO 0.32D n 18.02 9.13 0 0 0 0 0 0 0 0 W 15613 0.093 n 0.00 0.00 0 0 0! 0 0 0 0 0 t NYiBTG 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 11 tNYB'TG 0,320 n 0,00 000 0 0 0 0 0 0 0 0 1�l 12'F 0.065 a 3.66 0.78 0 0 0 0 0 0 0 0 IL---GG 0.320 a 18.02 33,11 0 0 0 0 0 0 0 0 t t"O 0.320 a 18.02 33.111 0 0 0 0 0 0 0 0 W 15813-OV06 0.093, a 0.00 0.00 0 0 0 0 0 0 0 0 12f 0.055 s 3.66 0.78 140 132, 481 103 0 0 0 0 T 1 0.320 s 18,02 16.42 a 0 144 131 0 0 0 0 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 0.200 s 0,00 0.00 0 0 0 0 0 0 0 0 VN 1561 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 t-G Default NYBTG 0.320 s 0,00 OAO 0 0 0 0 0 0 0 0 12F-09w 0.065 w' 3.66 0,78 153 123 450 96 0 0 0 0 DOWINYM 0.320M w 18.02 33.111 30 0 539 990 0 0 0 0 Default NYBTG 0.320w w 0,00 0.00 0 0 0 0 0 0 0 0 0,200 w 11.26 4.64 0 0 0 0 0 0' 0 0 W 15BI30A06 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 F� 12C 6.091 - 0.00 0.00 0 0 0 0 0 0 0 0 �--D b D 0.200 n 0.00 0.00 0 0 0 0 0' 0 0 0 C 167 Dad 0.408 2.37 0.79 264 264 624 208 33 33 77 26 C Adabodocie0i 0.255 0.00 0.00 0 0 0 0 0 0 0 0 C Adababcoo0i 0.048 0.00 0.00 0 0 0 0' 0 0 0 0 F t 0.045 0.00 0.00 0 0 0 0 0 0 0 0 F 19A-21bsm 0,045 2,02 0,33 4 4 7' 1 0 0 0 0 IF 21A 33t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 61 c)AED excursion 1 154 -2 Envelope lossrgain 2246 1683 77 23 12 a) Infiltration 1100 83 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoestother 1400 0 Subtotal(lines6 to 13) 3346' 3167 77 23 Less eAemal load 0 0 0 0 Less transfer 0 CI 0 0 Redistribution 0 0 0 0 14 Subtotal 3346 3167 77 23 15 Dud loads 6% 2% 211 54 6% 2% 5 0 Total room load 3557 3221 82 24 Air required(cfm) 112 1271 3 1 Calculabons approved b ACCA to meat all r ttlrafrtaflt6 of ll anUal J 8th Ed. 2025-Jar-2917:36:22 9& -#44- rr� R� 1thC" RWN-SuteS UriversaI2024 24,0.03 RSU'26095 Page 19 ..olrt Pleasant RoadU 775 Point Pleasant Road r'tap Cale;-Cale;-MJ8 F'r'orwl Door faces:W N F.W rCR� G_I D:kF Right-JO Worksheet Job: Second floor Date: Jan 29,2026 By: Tom Baccarella New York Building Technology Group 159 Rt25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@rrybtg.com Web:wvvw,NYBTG.com 1 Room name Bath 4 Open to Below 2 E)qosed vvall 6.5 it 3303 ft 3 Room height 9.0 ft heat/ocol 9.0 ft heat/cool 4 Room dimensions 6.5 x 10.5 ft 13.8 x 17.5 ft 5 Room area 68.3 ft 3.4 ft Ty Construction U-value Or HTM Area OF) Load Area (ftz) Load number (BtuW-'F) (BtuW) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 wd 12F 0,065 n 3,86 0.78 0 0 0 0 158 158 576 123 G NYBTG 0.32D n 18.02 9.13 0 0 0 0 0 0 0 0 1581 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 Default NYBTG 0.320 n 0.00 0.00 0 0 0 0 0 0 0 0 11 Default NYBTG 0.320 n 0.00 0,00 0 0 0 0 0 0 0 0 9215 0.065 a 3.66 0.78 0 0 0 0 0 0 0 0 oolauukT 0.320 a 18.02 33.11 0 0 0 0 0 0 0 0 t G 0.320 a 18.D2 33.11 0 0 0 D 0 0 0 0 W 1,58'13-qv44 0A93 a 0.00 0.00 0 0 0 0 0 0 0 0 V� 12iF� 0.066 s 3'66 0.78 0 0 D 0 18 18 66 1 �-G Default NYBTG 0320 s 18.02 16.42 0 0 0 0 0 0' 0 0 Il---OC Default NYBTG 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 Entry Door 0,200 s 0.00 0.00 0 0 0 0 0 0 0 0 VN 15B13-Ovv-6 0.093 s 0,00 0.00 0 0 0 0 0 0 0 0 L-G Default NYBTG 0,320 s 0,00 0,00 0 0 0 0 0 0 0' 0 12F-0$W 0.065 w 3,66 0.78'I 59 59 214 46 124 94 343 73 DebuRNY$TG 0.320 w'' 18.02 33.11 0 0 0 0 30 0 539 990 DefaukNYBTG 0,320 w 0.00 0.00 0 0 0 0 0 0 0 0 T� Entry Door 0200 w 11.26 4.64 0 0 0 0 0 0 0 0 W 15B130wa6 0.093 w 0.00 0„00 0 0 0' 0 0 0 0 0 ---D E Door0.200 n 0.00 0.00 0 0 0 0 0 0 0 0 F 0 0 0 C 16X30-Oad 0.408 2„37 0.79 68 68 162 54 241 241 570 190 C Adabaticaeili 0258 0.00 0.00 0 0 0 0 0 0 0 0 C Adiabaticoeili 0,048 - 0.00 0.00 0 0 0 0 0 0 0 0 IF 19A-2lbswp U45 0,00 0.00 0 0 0 0 0 0 0 0 F 19A-21 bsvw 0,045 _ 2,02 0,33 0 0 0 0 3 3' 7 1 F 21A-32t 0 0.00 0.00' 0 0 0 0 0 0 0 0 6 c)AED excursion -11 307 En\elope losstgain 376 89 2101 1699 12 a) Infiltration 220 17 1126 85 b) Room\entilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0' 0 Appliancestother 0 500 Subtotal(lines 6to 13) 596 105 3227 2284' Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 596 105 3227 2284 15 Dud loads 6% 2% 38 2 6% 2% 204 39 Total room load T633 107 3431 2323 Air required(dm) 20 4 108 91 Calculations a2groved b ACCA to meet all requirements of Manual J 8th Ed. �� wrigFslamacsl�t 2025-Jar-2917:36:22 Right-Sute®Uriversal 2024 24,0.03 RSU26095 Page 20 oirt Pleasant Road\1775 Point Pleasant Road.nup Calc=MJ8 Frond Door Faces:W WEt Ar r { fiR "TH 19, 91; _- - _---_-----_— _.. —_—_ M A hl ILA CMAIM0 ` SUFFOLK C°OUN-1 DEPARTi9ENT OF HEALTH SERVICES PERMIT FQR APPROVAL Or CONSTRUC71ON FOR A _�.. SING;E FamiLv ReSIDENCE ONLY Me F - DATE 1114PL a H +JQ aF 0 R-24-1763 APPROVEQ 3 ' FOR MAXIMUM OF 6 BEDROOMS EXPI , RE YEARS FROM DATE OF APPROVAL ABBREVIATIONS SEE ATTACHMENT(S) �.� . a G a cn ectS Am_ _ r �a P-a�a E r.. _ ' - ItA OWTS Layout r _wF . -° ed F g a F 4 � e C01 e Control Panel Wiring DiagmM a_Z L------------- 1 CER I-LE IIY-ER. I—IT E� �FF EFETR 11R.71 LI 1-1IF I.ER-11 ------------------ ---------------- IRE 11L X A-1 _7�7=77 ----------- ------ IR—L IGE— LIE- E ECTE CA,_DIAGRAM-FUJI E, CEI IS ITS �R SEE ATTACHMENT(S) 4 EM i IRM, =TzR Fq=�T_ L 71 -1 A—R—Rill -------------------------------------- ;Stud;o alb architects 12 n I A I EP CNO�DETAILS R IETAI S T S Fred Fragola 1 I/A OVVTS Details A ss C.02 A, APPKICIVED BY BOARD OF-i R ZUSTEES TOWN OF SOUTHOLD s", A/ DATE v LOT CIA�i jLG,TA 12G S -7*5"' A, -,� S F-' E L0 T 4 Vs _u A T a=W,�j 19 67 X x h N'— "c 1 u, pa E Q E I V E Ern '—ov6 1 To TA Rig Proposed A W.Ik Bi �mg v 'F N 28.5 BoardotTimstees BFE=17s L91' C) 4— fG- E'21% L Z L N '-1v Y- 7.5e, —10 oo"o ou ez'sz' �Oofl SURVEY OF to a,-sui-'s J? s 3 " , us s 371 S5 AI N 73-4730 V (DEED) LOT 1 &LOT i cj� —L '30" W Any & Richard Braunstein -AP OF J N 73'4 (TAX MAP) 420 — ' POINT PLEASAII FILE No. 720 FILED MAY 17, ;7 Lj r J' SIT UA TE y MATTITUCK z ALL GUTTERS&LEADERS TO BE PIPED TO DRYWELLS TOWN OF SOUTHO NE"A SHOWN ON PLANS SUFFOLK COUNTY, o S.C. TAX No. 1000-114— /n. SCALE 1"=40' WATER SERVICE NOTES: JANUARY 22, 2024 Install piping on property,4*-V deep below finished grade,from,the 1 building to the existing vault the in at authorilty's coppe,tafl) JUNE 28, 2024 — ADD PROPOSE[ Type'K"soft cooper 2'diameter pipe JULY 22, 2024 — UPDATE Sl' Maintain I Oft separation to all other utilties,&septic system. JULY 24, 2024 — UPDATE S1 ABBREVIATIONS AND LEGEND SHEET INDEX VF PLACARD CODE DATA BUILDING DATA �4 Sheet No. Description NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, •2020 RESIDENTIAL CODE OF NYS FLOOR AREA BREAKDOWN _.'✓' `_ `� ACID ALKALINE COPPER QUATERNARY IN INCH (ES) SAB SOUND ATTENUATION BLANKET PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER ACOUSTICAL TILE_ INT INTERIOR SEC SECTION Code Data •ENERGY CONSERVATION : 2020 RCNYS ACT C-1 CONSTRUCTION IN RESIDENTIAL STRUCTURES Floor Level Existing Proposed Total AL ALUMINUM INV INVERT S.F. SQUARE FEET (In accordance with Title 19 NYCRR PART 1265) • TR S UCTURAL & LATERAL DESIGN : 2020 RCNYS f , ALT Building Data .} ALTERNATE JT JOINT SIM SIMILAR g AFF ABOVE FINISHED FLOOR KIT KITCHEN SPR SPRINKLER (HEAD) TO:Town of Southold •PLUMBING : 2020 RCNYS Finished Cellar 2,387 sq.ft. Scope of Work OWNER OF PROPERTY:Fred and Donna Fragola m _ ASF ABOVE SUBFLOCIR LAV LAVATORY $Q SQUARE SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): •ELECTRICAL : 2017 NEC, NFPA 70-2017 & 2020 RCNYS m A.S. ALUMINUM SADDLE LVL LAMINATED VENEER LUMBER SS STAINLESS STEEL Lot Description n C ANTHONY POWER BEAM L.C. LINEN CLOSET STC SOUND TRANSMISSION CONTROL 1775 Point Pleasant Road,Mattituck,NY 11952 (n First Floor Level 3,019 sq.ft. A.P.B. *MECHANICAL : 2020 RCNYS 0) B.C. BRICK COURSE(S) L.C.C. LEAD COATED COPPER STD STANDARD Vicinity Map SCTM#1000-114-01 -06 ri n -a gD BOARD MAX MAXIMUM STL STEEL •TOWN OF SOUTHOLD ZONING CODE J Second Floor Level 1,941 sq.ft C M a BOT BOTTOM MIN MINIMUM SD SMOKE DETECTOR PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): q BLDG BUILDING MO MASONRY OPENING T.C. TOP OF CURB G_1 Building Code Minimum Standards ❑ New Residential Structure M Arch ito B.W. BOTTOM OF WALL MRB MARBLE TEL TELEPHONE ❑ Addition to Existing Residential Structure USE: Single Family Detached Residential 0) Totals 7,347 sq.ft. Cgg CEMENT BACKER BOARD M.S. MARBLE SADDLE THK THICKNESS) ❑ Rehabilitation to Existing Residential Structure 97 L Main Street Stoll Brook NY 11790 CL CLOSET MTL METAL T.O.S. TOP OF SLAB CONSTRUCTION: Wood Frame Platform (un-sprinklered) �- Stony Brook CEILING MFR. MANUFACTURER TP. TOILET PAPER G-2 Insulation Schedule / Details TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT 0 0 Garage 1,068 sq.ft. CLR CLEARANCE) N/A NOT APPLICABLE TPF TEXTURED PAINT FINISH PROPERTY REFERENCE ABOVE WILL UTILIZE COL COLUMN NIC NOT IN CONTRACT T.S.P. TEXTURED SPRAY PAINT Energy Conservation Notes (check each applicable line): ENERGY CODE COMPLIANCE METHOD tL Covered Patio#1 236 sq.ft. phone. 631 686-6585 CONC CONCRETE NOM NOMINAL TX TOILET EXHAUST ❑ Truss Type Construction(TT) N email. MMacrina@MMArchitectAIA.com These plans have been prepared as per section CONT CONTINUOUS NR NOT REQUIRED TXF TOILET EXHAUST FAN =3 web. MMArchitectAlA.com © Pre-Engineered Wood Construction(PW) N 1 102.1.5 - Total UA Alternative Path b O Covered Patio#2 488 sq.ft. CMU CONCRETE MASONRY UNIT NTS NOT TO SCALE TV TELEVISION G_3 Window/Door Schedule Y These plans are an instrument of service and are CT CERAMIC TILE OC ON CENTER(S) TYP TYPICAL ❑ Timber Construction(TC) utilizing REScheck-Web Software eo Plumbing Riser Diagram Covered Patio#3 129 sq.ft. the exclusive property of the architect. CS CORRIDOR SUPPLY OCC. OCCUPANT(S) TEMP TEMPERED 9 g (see attached REScheck Calculations) Infringements of the concepts and design ideas C.J. CEILING JOIST OH OVERHANG TECO JOIST HANGER IN THE FOLLOWING LOCATIONS)(CHECK APPLICABLE LINE): N resented on these drawings shall be p g prosecuted CANT CANTILEVER PART. PARTITION T.W. TOP OF WALL Interior Details ❑ Floor Framing,Including Girders and Beams F Contractor to coordinate and schedule all required to the fullest extent of the law. Copyright 2024: 9 9 ( Uncovered Patio 421 sq.ft. Michael Macrina Architect, pc. All rights reserved, CMD CARBON MONOXIDE DETECTOR P.C. POURED CONCRETE U.O.N. UNLESS OTHERWISE NOTED ❑ Roof Framing(R) inspections with third party testing agency. no part of the plans may be reproduced without DIA DIAMETER P.L. PROPERTY LINE VB VINYL BASE -Air seal inspection (if required) the expressed written consent of the architect. DIM DIMENSION P.T. PRESSURE TREATED VCJ VERTICAL CONTROL JOINT FLOOR PLANS ❑ Floor Framing and oJQf Framin FR) -Insulation inspection DR DOOR PT-EGS PAINT, EGGSHELL SHEEN VCT VINYL COMPOSITION FLOOR TILE SIGNATURE: / DATE: / .2 -HVAC duct leakage inspection (if required) DTL DETAIL PT-FL PAINT, FLAT SHEEN VIF VERIFY IN FIELD A2,1 Lower Level Plan I , -Blower Door Test G.F.A. CALCULATIONS Drawing Status PRINT NAME: Mic 1 acnnaA itect,pc DWG DRAWING PT-SG PAINT, SEMI-GLOSS SHEEN VWC VINYL WALL COVERING �J A2.2 First Floor Plan CAPACITY(Check ne):; Owner ❑ Owner's Representative Lot area - (Town defined buildable land) DN. DOWN PKT POCKET WC WATER CLOSET Climatic & Geographic Design Criteria : Table R301.2(1) D.F.U. DRAINAGE FIXTURE UNITS P.S. PEDESTAL SINK WD WOOD A2.3 Second Floor Plan / f 6" DIAMETER = 62,510 s.f. EA EACH QT QUARRY TILE WR WATER RESISTANT Ground Snow Load: 20 psf o EL ELEVATION RAID RADIUS ZR ZONING RESOLUTION A2^4 Patio Plan a `j Sect. 280-207(e) = 5,100 s.f. plus 5/o in excess of 40,000 s.f. EQ EQUAL REQ'D REQUIRED Speed: (130 12 mph ultimate wind speed o Is sue foI62,510 -40,000 = 22,510s.f. x /o5 = 1,126s.f. EX EXISTING REV REVISION(S), REVISED (128 mph actual as per ASCE 7-16) 5,100 s.f. + 1,126 s.f. = 6,226 s.f. (max G.F.A. allowed) RM ROOM REFLECTIVE WHITE m Topographic Effects: EXH EXHAUSTNo EXT EXTERIOR R.J. ROUGH JAMB STRUCTURAL PLANS PANTONEI#187ED °j � EF EXHAUST FAN R.C.N.Y.S. RESIDENTIAL CODE OF i n PI n o Wind Exposure Category: B Proposed = First Floor = 3,019 s.f. (Anstructiu, EW EGRESS WINDOW NEW YORK STATE A3. Foundat o a , � Seismic Design Category: B Second Floor - 1,941 s.f. FAI FRESH AIR INTAKE R.R. ROOF RAFTER A3.1 Patio Foundation Plan �' , Special Wind Region No Clg. over 15 ft. = 160 s.f. ti FC. FIRE CODE R/R REMOVE & REPLACE Attached Garage = 1,068 s.f. A3.2 FD FLOOR DRAIN First Floor Structural Plan Wind Borne Debris Zone Yes Total Proposed G.F.A. = 6,188 s.f. < 6,226 (conforms) FIN FINISHED)FLR FLOORING) A3.3 Second Floor Structural Plan _. v E Weathering: Severe Dates � ---~y-�-� FPSC FIRE PROOF SELF CLOSING A3.4 Roof Framing Plan D 0 A3.5 Frost Line Depth: 36 inches FT FOOT(FEET) � F.J. FLOOR JOIST Braced Wall Plans ; Termite: Moderate to Heavy AREA DIAGRAM / CLASSIFICATION 8/30/24 Bid Set FTG. FOOTING I 9/23/24 Issued for Construction GA GAGE, GAUGE A3.6 Strapping Details H Winter Design Temperature 11° F GALV GALVANIZED Ice Barrier Underla ment Required Yes for Valley's&Eave Perimeters 1/14/25 Issued for Construction Nailing Schedule The construction type y q y GFI GROUND FAULT INTERRUPT 1/2" GL GLASS Framin Details designation shall be^I', Flood Hazards N/A Proposed geta or V"tom STROKE Proposed Unexcavated GWB GYPSUM WALL E30ARD Unfinished indicate the construction -•--._-..... -' " Air Freezing Index 618 Proposed Cellar GYP. BD. GYPSUM BOARD Utility Protection Detail classification of the Cellar Stair 'GP' GEORGIA-PACIFIC structure under section DESIGNATION FOR STRUCTURAL Mean Annual Temp. 52.1°F A3.7 Foundation Wall Details 602 of the BCNYS COMPONENTS THAT ARE OF HC HOLLOW CORE TRUSS TYPE CONSTRUCTION Component and Cladding Loads: Table R301.2(2) N HDW HARDWARE • > Proposed FLOOR CONSTRUCTION,INCLUDING 0 Proposed Finished HM HOLLOW METAL t e „F„ GIRDERS AND BEAMS M ZONE 4 18.2 -19.0 J Window Well Cellar HOR HORIZONTAL ELEVATIONScu HP HIGH POINT • "R" ROOF FRAMING `- ZONE 5 18.2 -24.0 (0 HR HOUR(S) A4.1 Front Elevation -.3 U I L D I N C „FR" FLOOR AND ROOF FRAMING N Proposed N ZONE 1 16.7 -18.0 Window Well HT HEIGHT Exterior Specifications STANDARDS AND CODES e4 o U No. Date Description HD HEAD IF THIS STRUCTURE UTILIZES TRUSS TYPE CONSTRUCTION, S co ZONE 2 16.7 -21.0 HVAC HEATINGNENTILATING/ T_ Proposed Project A4.2 Right Side Elevation PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION, v; ZONE 3 16.7 -21.0 Unexcavated AIR CONDITIONING THE CONTRACTOR IS TO PROVIDE THE SIGN OR SYMBOL TO BE AFFIXED A4.3 Rear Elevation TO THE EXTERIOR ELECTRIC METER BOX IN COMPLIANCE WITH 19 NYCCR �2 ZONE 1 10.5 -16.0 Proposed A4.4 Left Side Elevation PART 1265. IF NO ELECTRIC METER IS ATTACHED TO THE HOUSE, CONTACT o 6 0 MATERIALS THE AUTHORITY HAVING JURISDICTION TO DECIDE FOR A PROPER o �, ZONE 2 10.5 -29.0 LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS AND FIRST RESPONDERS. "' ZONE 3 10.5 -43.0 Residence SECTIONS Proposed Proposed Proposed BRICK VENEER EARTH ZONE 1 10.0 -18.0 Covered Uncovered Outdoor A5.1 Building Section A CALL BEFORE YOU DIG Patio#3 Patio Kitchen o M ZONE 2 10.0 -30.0 (128 sq.ft.) (421 sq.ft.) CONCRETE MASONRY UNITWSM INSULATION (THERMAL) ^ r For o ZONE 3 10.0 -46.0 A5.2 Building Section B,C �' a^^ Zone Diagrams- Pro osed STEEL 'PVC' or COMPOSITE MATERIAL ��_ p Proposed Cellar Stair Covered Fred 8� .»: ► 2 Patio Covered ROUGH WOOD RIGID INSULATION ' A5.3 Building Section D,E,F � Electric Power Limes t 3 2 3 (488 sq.ft.) FINISH WOOD Exterior Details [ Gay,oil,or Steam 2 -J Proposed CONCRETE --� D s 3 t 4 s L_ Proposed Living Space o n n a CioR11i1unicoon Lines,CATV ------------- ( 19 ) PLYWOOD a 5 2 5 2 O Window Well 3 0 sq.ft. M' ' ' '' GYPSUM BOARD A. ,.......�.:�:: Potable Water 4 a - .:: ..,..,. .,.....,•..;� ` 4 3 4 3 s � , Proposed Reclaimed Water, Irrigation,Slurry s s s s N J Window Well Fra ola Sewers and Drain Lines Gable ® Zone r t1 Knov►rvtt l before you � Tempos Survey Markings Edge Proposed Proposed 1775 Point Pleasant Road Temporary Y to 9 Perimeter IvBl�before you dig. Zone Zone 4 N Garage Covered Proposed Excavation (1,068 sq.ft.) Patio#1 MattituCk, NY 11952 SYMBOLS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS: Table R301.5 (236 sq.ft.) HVAC ZONE CHART VICINITY MAP USE LIVE LOAD DEAD LOAD Jurisdiction NEW FRAMED WALL detail Exterior Balconies and decks 40 psf 10 psf Town of Southold 2 number A-4 OR I detail 2 DETAIL ZONE# Air Handler Location ROOMS INCLUDED IN ZONE Fire Escapes 40 psf 10 psf EXISTING FRAMED WALL area A-4 Suffolk County - sheet zone#1 Cellar Bedrm.#1, Bathrm.#1, Passenger Vehicle Garages 50 psf as per plan FRAMED TIMBERSTRAND WALL number W.I.C. (see Manual J,D,S) Unhabitable ATTICS without Storage 10 psf 10 psf > Proposed Unhabitable ATTICS with Storage 20 psf 10 psf J Living Space Drawn By: ' - C REVISION CLOUD Habitable ATTICS and ATTICS (1,941 sq.ft.) M.D. zone#2 Cellar Remaining First Floor Level 30 psf 15 psf 0 DOOR (see Manual J,D, ) ROOMS otherC:� ) than sleeping rooms y• served with 0 S Checked B STRUCTURAL BEAM P' g 40 psf 15 psf WINDOW M.A.M. Sleeping Rooms 30 psf 15 psf C JOISTS / RAFTERS zone #3 Attic Entire Second Floor stairs 4o coi Attic Job No. 211 psf 10 psf WINDOW/ EXT. DOOR NUMBER (see Manual J,D,S) N ` ' two-digit (see schedule) Guards and Handrails 200 psf lateral to 2412 identification Q REVISION NUMBER � . Ceiling number Guard in-fill components 50 psf�` ' y k'c�, over 15f.t. � ^'�``' 4' Sheet Title floor level : X SMOKE DETECTOR zone#4 ! 10 INTERIOR DOOR NUMBER Garage c 1Z ROOFS 30 psf 15 psf (160 sq.ft.) door (see interior drawings) -t u 2( horizontal ALLOWABLE DEFLECTION: Table R301.7 Cov heat ^. `V ROOF PITCH Structural Member Allowable Deflection SCOPE OF WORK - L number �6E-vertical r U n 211 ABOVE/ BELOW/ HIDDEN LOT DESCRIPTION �, - Legend two-digit ROOM NUMBER Rafters having slopes greater than 3/12 with no L/180 identification (see schedule) finished ceiling attached to rafters. Demolition of existing house and garage - Project Data floor level - - - CENTERLINE LOT# 15 and #16 Interior walls and Partitions H/180 Proposed two story residence with unfinished cellar ELEVATION MARKER - - - - DRAFTSTOPPING SUBDIVISION MAP OF Floors and Plastered ceilings L/360 Proposed covered patio - Scope of Work Point Pleasant All other Structural Members L/240 Proposed uncovered patio BB PLAN KEY 2 elevation number Filed: May 17, 1916, file no. 720 f _. �� Exterior Walls with plaster or stucco finish H/360 Proposed exterior cellar stair sheet Number (see plan key notes, same sht.) 1 A7.1 3 INTERIOR ELEVATION DISTRICT/SECTION / BLOCK/ LOT : 1000-114-01-06 Exterior Walls - wind loads with brittle finishes H/240 Proposed septic system (see approved health department permit) ction number 4 sheet number ?, A SECTION Exterior Walls - wind loads° se with flexible finishes H/120 Proposed HVAC (see attached manual J, D, S) A 5 TOTAL LOT AREA = 66,440 sf(1.525 acres) Lintels Supporting Masonry Veneer Walls L/600 Proposed Plumbing Work sheet number !� • Note Proposed Electrical Work L=Span Length, H=Span Height p r :^J GENERAL CONDITIONS CONCRETE GLAZING DRYWALL \ 1. All work shall conform to the codes listed on the cover sheet.All 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 codes shall supersede the drawings and shall be incorporated into otherwise on plans. a. 2"x nominal lumber,or two thicknesses specific hazardous locations for the purposes of glazing: gypsum board with one coat of with ACCA Manual S based on buildingloads calculated in accordance with ACCA the drawings,whether the are indicated on the plans or not. GENERAL a. Glazing m fixed and operable panels of swinging, slidin door to a and three coats of s ackle 9 Y PManual J or other approved heating and cooling calculation methodologies.N w `` _._'_:: b. Two thicknesses of 1 x nominal lumber with broken lap joints g P p g p p pp g ge or . , , . � r ..,, 1. 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 verify all dimensions, notes and conditions Concrete Institute(ACI)and the 2020 RCNYS. unless noted otherwise on plans. c. One thickness of 23/32"wood structural with joints backed up by SHOWER WALLS&CEILINGS: 1/2" cement board replacement heating and cooling equipment shall have an efficiency rating equal to at the site before any construction work is started.The Contractor shall plan dimensions indicate the following stud sizes: 23/32"wood structural panels. b. Glazing in storm doors. with one coat fiberglass tape or greater than the minimum required by federal law for the geographic location notify the Architect of any discrepancies or conflicts in the drawings 3. All concrete shall be air-entrained.Total air content(percent by volume 1-1/2" 2"x4"on the flat d. One thickness of 3/4"particleboard with joints backed by 3/4" and one coat of thinset where the equipment is installed. and/or field conditions before starting the work.The discovery of of concrete)shall not be less thasn 5%or more than 7%. 2-1/2" 2"x3"stud at 16"oc c. Glazing in all unframed swinging doors. -1/2" 2"x4"stud at 16"oc particleboard. GARAGE WALLS &CEILINGS: 5/8"t e x sum board Manual J&S is required for any new or replaced heating or cooling equipment 3 discrepancies after beginning the work shall be the full responsibility of YP gyp i c,-,- h .-a e 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 3. Contractor shall report any discrepancies in plans and details to the b. Splices of the top and bottom portion of the double top plate must building wall enclosing these compartments where the bottom ELECTRICAL Owner and/or Architect at once. Demolition or excavation may reveal 5. The nominal maximum size of coarse aggregate shall not exceed be staggered as minimum of 24". g. Batts or blankets of mineral wool to be securely retained in place exposed edge of the glazing is less than 60 inches measured BOILER ROOMS/CLOSETS 5/8"type-x gypsum board ,,a C �, conditions other than those assumed on the construction drawings. It one-fifth the narrowest distance between forms or three-fourths the vertically above any standing or walking surface. with one coat of tape and 1. All electrical work shall conform to rules and regulations of the NA ri .-a 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 to top plates need not to occur over studs. FIRE PROTECTION OF FLOORS three coats of spackle 2017 National Electric Code, NFPA 70-2017 and the 2020 Axch ' tek. �� Owner immediately if the occurs. of the form. e. Glazing in an individual fixed or operable panel adjacent to a door Residential Code of NYS. d. Lap top plates at corners and intersections. 1. All floor assemblies are to be fire-resistance rated with a minimum of 1/2" shall be considered to be a hazardous location where the bottom BASEMENT WALLS&CEILINGS 1/2" mold &moisture resistant 4. Contractor shall locate&stake out all existing underground utilities 6. Forms shall be made of wood, steel,aluminum, plastic,a composite of Any top plates that are cut to fit ductwork,headers, pipes,etc.shall gypsum wall board membrane,5/8"wood structural panel membrane or exposed edge of the glazing is less than 60 inches above the floor sum board with one coat of 2. The Electrical 34 equipment and wiring shall i e installed a accordance -Walls b stair vestibule gypsum with chapters 34 thru 43 of the 2020 Residential Code of NYS. 97 L Main Street Ston Brook NY 11790 prior to any excavation.Any utilities shown on the plans are an cement and foam insulation, or other approved material suitable for be strapped with a metal strap as specified on plans. equivalent on the underside of the floor framing member. Penetrations or walking surface and it meets either of the following conditions: -Entire basement ceiling tape and three coats of spackle Stony Brook location only and shall be verified by the Contractor. supporting and containing concrete. Forms shall provide sufficient equivalent on the underside electrical outlets, lighting,devices,luminaires, 3. Electrical work to be Fire Underwriter's inspected and approved. strength to contain concrete during the concrete placement operation. e. Plates shall not be less than 2"x nominal thickness. wires,speakers, drainage,piping and similar openings or penetrations e.1 Where the glazing is within 24 inches of either side of the TYPICAL(all other areas) 1/2"gypsum board with one 5. Contractor shall be responsible for scheduling all required inspections Form ties shall be steel,solid plastic,foam plastic, or other suitable shall be permitted. door in the plane of the door in a closed position. coat of tape and three coats 4. All electrical outlets in"wet"areas to be ground fault interrupter 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 (G.F.I.)type. phone. 631 686-6585 freshly poured concrete. permitted to be cut or notched to a depth not exceeding 25%it's width. Exceptions: e.2 Where the glazing is on a wall perpendicular to the plane of 5. Working clearance dimensions around electrical panel to be a email. MMacrina@MMArchitectAIA.com 6. Contractor shall be responsible for obtaining all required paperwork Studs in non-bearing partitions shall be permitted to be notched to a. Floor assemblies located directly over a space protected by an the door in a closed position and within 24 inches of the minimum of 36"deep x 30"wide x 6'-6"high. web. MMArchitectAIA.corn from their subcontractors as required by the authority having jursdiciton. 7. Do not pour in temperatures less than 40 degree weather, nor when a depth not to exceed 40%of a single stud width. Refer to details automatic sprinkler system in accordance with Section P2904, hinge side of an in-swinging door. The Contractor shall obtain and deliver to the Owner the certificate of freezing conditions are expected in less than 24 hours. for excessive notching studs. NFPA 13D,or other approved equivalent sprinkler system. FLASHING / SEALANTS / TAPES 6. All electrical work to be performed by a local licensed electrician. These plans are the exclusive property instrumentrty of the architect. service and are chitect. occupancy and/or certificate of compliance. b. Floor assemblies located directly p over a crawls ace not intended f. Glazing in an individual fixed or operable panel that meets all of 1. Contractor to provide metal or soft flashing where framing lumber is Ground-Fault Circuit-Interrupter Protection. Infringements of the concepts and design ideas 8. Install Tuff-N-Dry'exterior foundation waterproofing system or g. Drilling:Any stud shall be permitted to be bored or drilled, provided the following conditions shall be considered to be hazardous location: in contact with soil or concrete. presented on these drawings shall be prosecuted for storage or fuel-fired appliances. Locations. g to the fullest extent of the law. Copyright 4• 7. Do not scale drawings.Written dimensions shall take precedence approved equal unless a different product is specified in the plans. that the diameter of the resulting hole is not more than 60/°of the C pyr ght 202 . over scale. Exterior foundation waterproofing system is to be installed from stud width,the edge of the hole is not more than 5/8"to the edge c. Portions of floor assemblies shall be permitted to be unprotected f.1 The exposed area of an individual pane is larger than 9 sf. 2. Contractor to provide continuous(coil)hidden metal flashing where 1.All bathroom receptacles are to have G.F.C.I. protection. Michael Macrina Architect, pc. All rights reserved, bottom of footingcontinuous) u to the finished grade line. of the stud, and the hole is not located in the same section as a cut where complying I in with the followin tops of level roofs intersect with vertical wall surfaces. See plan for the part of the plans may en reproduced without Y P 9 P Y g g• p P 2.All garage&accessory building receptacles are to have G.F.C.I.protection. the expressed written consent of the architect. 8. Any deviation from the Architect's drawings must be discussed with or notch. Studs located in exterior walls or bearing partitions drilled f.2 The bottom edge of the glazing is less than 18 inches above metal specification. the Architect for approval. 9. All footings are to be reinforced with rebar as per details in the plans. over 40%and up to 60%dhall be doubled with not more than two c.1 The aggregate area of the unprotected portions does not exceed the floor. 3.All outdoor receptacles are to have G.F.C.I. protection. iv doubled s bored. Refef to details for excessive 80 square feet per story. successive dou ed stud b 3. Contractor to provide metal step flashing around all chimneys,skylights 4.All crawl space receptacles are to have G.F.C.I. protection. 9. Contractor shall be responsible for adequately bracing and protecting 10. Contractor shall provide and install all cast in place anchor bolts, hold drilling of boring of studs. c.2 Fireblocking in accordance with Section R302.11.1 installed along f.3 The top edge of the glazing is more than 36 inches above the and where sides of sloped roofs intersect with vertical wall surfaces. Drawing Status : all work during construction against damage, breakage, collapse, down straps, basement sashes,crawl space vents, etc. as per plans. the perimeter of the unprotected portion to seperate the unprotected floor; and All metal flashing shall extend up vertically a minimum of 4"from the 5.All unfinished basements receptacles are to have G.F.C.I. protection. distortion and misalignment according to applicable codes,standards In. Fire Blocking as required portion from the remainder of the floor assembly. roof surface. See plans for metal specificaiton. 6.All kitchen receptacles that serve countertop surfaces shall have and good practice. f.4 One or more walking surfaces are within 36 inches measured G.F.C.I. r STRUCTURAL STEEL d.Wood floor assemblies uteri dimension lumber ch nominal composite protection. Bearing Walls: g p horizontally and in a straight line,of the glazing. 4. Contractor to provide metal cap flashing over all windows and exterior lumber equal to or greater than 2-inch by 10-inch nominal dimension, 7.All laundry, utility and bar sink receptacles that are located within Eft. 10. All work shall be performed in a first class manner with all new materials. a. Partitions must be constructed of minimum 2"x4"studs spaced at doors.See plans for metal specification. or other approved floor assemblies demonstrating equivalent fire of the outside edge of the sink are to have G.F.C.I. protection. 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. g. Glazing in guards and railings, including structural baluster panels 9 P for performance.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 8. Electrically heated floors, hydromassage bathtub,spa and hot tubSThe Contractor shall be res onsible for all materials and equipment An les&Channels ASTM A36 F =36 ksi b. If a double to late of less than 2 2 x Is used,floor joists shall be a walkin surface shall be considered to be a hazardous location. roof intersections.The flashin is to extend vertical) u a ainst the "'s P9 Y P P ( ) 1 9 9 Y P 9 locations are to have G.F.C.I. protection. stored at the job site. Plates ASTM A36 Fy=36 ksi centered directly over bearing wall studs below with a tolerance of 2. Combustible Insulation Clearance chimney a minimum of 4"and let-into horizontal masonry joints 4".Hollow Structural Shapes ASTM A500 GR B Fy=50 ksi no more than 1". Combustible insulation shall be separated not less than 3 inches from In Glazing in walls,enclosures or fences containing or facing hot tubs, 9.All receptacles within 6 feet of the outside edge of a bathtub or 11. The Contractor shall have the building department approved plans and recessed luminaires,fan motors and other heat-producing devices. spa's,whirlpools,saunas,steam rooms,bathtubs,showers and indoor or 6. Flash, caulk and seal all junctions of new roofs,walls and shower stall are to have G.F.C.1 protection. 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 outdoor swimming pools where the bottom exposed edge of the glazing is penetrations,to form a watertight assembly. entire project. Install each bolt with a hardened washer under the nut or head, 1/2"gypsum board fastened as per nailing schedule with required Exceptions less than 60 inches measured vertically above any standing or walking Arc-Fault Circuit-Interrupter Protection. whichever is turned for tightening. fire blocking. Where heat-producing devices are listed for lesser clearances, surface shall be considered to be a hazardous location.This shall 7. Spaces to be caulked shall be clean and dry,joints more than 3/4" 12. All Contractors and Subcontractors shall be licensed and insured. combustible insulation complying with the listing requirements shall be apply to a single glazing and each pane in multiple glazing. deep shall be solidly filled with a neoprene rope or backer rod. Locations. 3. All structural steel exposed to the weather shall be hot-dipped galvanized d. All interior load bearing walls and exterior walls shall have 2"x cross separated in accordance with the conditions stipulated in the listing. 1.All branch circuits that supply 120-volt, single-phase, 15&20 amp 13. The Architect is not responsible for construction means, methods, after fabrication conforming to ASTM A123&All 53. blocking of similar width at stud midspan. Exception: 8. All caulked joints shall ber full continuous,waterproof, neatly wiped outlets installed in kitchens,family rooms,dining rooms,living rooms, techniques, sequences, procedures or for the safety precautions and WINDOWS / EXTERIOR DOORS Glazing that is more than 60 inches measured horizontally off or pointed and tooled where exposed to view. parlors,libraries,dens,bedrooms,sunrooms,recreation rooms,closets, programs in connection with this project. 4. All welding shall conform to AWS code D1.1 Structural Welding Code' Nailing: and in a straight line,from the waters edge of a bathtub, hot tub, hallways,laundry areas and similar rooms or areas shall be protected by for steel, latest edition. a. All nailing shall comply with the latest fastener schedule shown on 1. All exterior windows and doors shall be designed to resist the spa,whirpool or swimming pool or from the edge of a shower, 9. All windows and exterior door flanges are to be taped with a'Tyvek' Dates : 14. Contractor to follow all manufacturer's specifications, recommendations the plans. component and cladding wind loads specified on the cover sheet and sauna or steam room. or a a combination type arc-fault circuit interrupter installed to provide P p P 9 P approved equal flashing tape.Jambs first then head over jamb tape. protection of the branch circuits. and installation details on all products used in this project. Contractor 5. All structural steel shall be given one shop coat of paint of not less than protect from wind borne debris,see note on sheet G-2. 8/30/24 Bid Set shall notify the Architect of any conflict between the plans and 2.0 mils dry film thickness conforming to steel structural painting Openings: i Glazing adjacent to stairs, landings and ramps where the bottom 10. All windows and exterior door flanges are to have a metal pan or a Single-and Multiple-Station Smoke Alarms. 2. All exterior windows and sliding doors shall be tested by an approved 9/23/24 Issued for Construction 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 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. independent laboratory,and bear a label identifying manufacturer, All smoke alarms shall be listed in accordance with UL 217 and details prior to installation of.any products used in this project. plus a single king stud on each side of opening supporting a header e adjacent walking surface ofti landings between stairways, anngs eween 1/14/25 Issued for Construction performance characteristics and approved inspection agency to indicate the t lki installed in accordance with the provisions of Section R314 of the - Contractor shall be responsible for correction of any work that prevents if not specified otherwise on plans. flights o stairs an ramps sae considered e a . Penetrations around a pipes,vents, ducts,wires,etc.through ceiling 2020 Residential Code of NYS and comply with the provisions compliance with AAMANVDMA/CSA 101/I.S.2/A440.Exterior side-hinged the correct installation of a specified product noted on the plans. fti d shall b idd t b 11 P tti dlli d i hazardous location. and floor levels to be sealed with fire caulk-136 by Everkem or equal N RY 19. BUILT-UP BEAMS doors shall be tested and labeled as conforming to AAMAnIVDMA/CSA to meet ASTM 136 testing of NFPA 72. 15. The Contractor shall keepthe job site clean,safe and free of debris. 1. Mason shall be installed in running bond with PCL type M mortar. 101/LS.2/A440 or AMD 100. Glazing adjacent to the landing at the bottom of a stairway where 1 Masonry 9 YP 1• 9 1 9 Y Locations. (Section R314.3) 1. Built-up beams or joists formed by a multiple of 2"x dimensional 3. Garage doors shall be tested in accordance with either ASTM E 330 or the glazing is less than 36"above the landing and within a 60" Single and multiple-station smoke alarms shall be installed in 16. These drawings are the property of the Architect and shall no be used 2. Grout for fully grouted units shall conform to PCLY type M mortar. lumber members shall be interconnected as follows: ANSI/DASMA 108,and shall meet the acceptance criteria of ANSI/DASMA 108. horizontal are less less than 180 degrees from the bottom tread VENTILATION the following locations: without his consent. Drawings shall not be used for issuing of a a. Members 12"and less in height: 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: 1. In each sleeping room. to be installed continuously at every other course unless specified published manufacturer's recommendations to achieve the design pressure Local exhaust and whole house mechanical ventilation systems are to 2. Outside of each separate sleeping area in the immediate in the plans.Truss mesh to be hot-dipped galvanized. b. Members greater than 9-1/4"in height or multiple 3"x members: specified.Substitute anchoring systems used for substrates not specified FIREPLACES be designed in accordance with section M1505 of the 2020 RCNYS vicinity of the bedrooms. DEMOLITIONNOTES Through bolt with 1/2"diameter machine bolts at 24"oc by the fenestration manufacturer shall provide equal or greater anchoring 3. On each additional story of the dwelling, including basements 4. All lap splices for reinforcing bars in masonry walls shall be 48X staggered top&bottom, 1-1/2"from edges. performance as demonstrated by accepted engineering practice. 1. Masonry Fireplaces 2. RECIRCULATION OF AIR: and habitable attics but not including crawl spaces and uninhabitable 1. Prior to demolition,the Contractor shall have all utilities disconnected. bar diameter, unless noted otherwise on plans. Exhaust air from bathrooms and toilet rooms shall not be recirculated attics. In dwellings or dwelling units with split levels and without h n limited to a, electric water,telephone, cable etc. 2. Built-up beams or joists formed b a m ti le of engineered lumber Emer en escape and rescue opening required: Hearth Slab Thickness 4"min.thickness for hearth extension such as but of gas, p p 1 y u p5 q cy p p g q within a residence or circulated to another room and shall be exhausted an intervening door between the adjacent levels,a smoke alarm No. Date Description 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 installed on the upper level shall suffice for the adjacent lower commencing demolition or excavation. ROUGH CARPENTRY on plans. where noted on floor plans shall have not less one operable (each side of open'g) 12"for fireplace opening greater than or kitchens shall not discharge into an attic, crawl space or other areas level provided that the lower level is less than one full story emergency escape and rescue opening.Where basements contain equal to 6 sq.ft. inside the building except for ductless range hoods. Project 2. Demolition work shall be done in strict conformance with local, state 1. Minimum header size to be(2)2"x6"unless noted otherwise on plan. 20. BOLTS IN WOOD FRAMING: one or more sleeping rooms,an emergency escape and rescue below the upper level. Hearth Extension 16"for fireplace opening less than 6 sq.ft. 4. Smoke alarms shall be installed not less than 3 feet horizontal) and federal regulations, including all permits and utility disconnects. opening shall be required in each sleeping room plus one in any 3. DOMESTIC COOKING EXHAUST: Y (front of opening) 20 for fireplace opening greater than or from the door or opening of a bathroom that contains a bathtub 2. All structural dimensional lumber to be doug fir#2 or better with a 1. All bolts in wood framing shall be standard machine bolts with common receation space. Emergency escape and rescue openings Domestic cooking exhaust equipment shall discharge to the outdoors s equal to 6 sq.ft. or shower unless this would prevent placement of a smoke alarm Proposed 3. The Contractor shall at all times provide protection against weather minimum Fb=850 and E= 1.4x10 . No SPF lumber may be used standard washers. shall open directly into a public way, or to a yard or court that opens �� through a duct.The duct shall have a smooth interior surface, shall be ( ) p P g y 11 p y p g equipped p required by Section R314.3. rain,wind, storms,frost or heat so as to maintain all work, materials, except for sills, )stet and blocking. Southern Yellow Pine may be to a public way. Firebox Dimensions 20 min.firebox depth airtight,shall be ui ed with a backdraft damper and shall be 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 When more than one smoke alarm is re Residence Exception: Thickness of 8"where firebrick lining is used required to be installed within an property of the Owner which is to remain in use. Basements used only to house mechanical equipment Wall of Firebox g cooking exhaust equipment shall not terminate in an attic or crawl individual dwelling unit the alarm devices shall be interconnected in Distance from top 8 4. Contractor to provide all necessary temporary " 3. All exterior lumber to be preservative treated 3. For sill plate anchors, see details on plans. not exceeding a total floor area of 200 square feet. min. space or areas inside the building. such a manner that the actuation of one alarm will activate all of the supports as may be required to shore all existing structures prior to the installation of new 4. All lumber that is in contact with masonry/concrete is to be Lag Bolts: of opening to Throat Exception: alarms in the individual dwelling unit.The alarm shall be clearly audible in 6. Operational constraints and opening control devices: all bedrooms over background noise levels with all intervening doors closed. structural elements. preservative treated. a. All lag bolts where specified on plans shall be of structural grade steel. Where installed in accordance with the manufacturer's instructions, g g For Emergency escape and rescue openings shall be operational from 2 Factory Built Gas&Wood Fireplaces and where mechanical or natural ventilation is otherwise provided, the inside of the room without the use of keys,tools or special knowledge. Combination Detectors. 5. All existing elements to remain shall be protected during demolition. 5. Engineered lumber(LVL, PSL)to have a minimum Fb=2,850 and b. Washers shall be placed undefr the head of the lag bolts bearing Factory-built fireplaces shall be listed and labeled and shall be installed listed and labeled ductless range hoods shall not be required to a minimum E= 1.9xl06. on wood. Length of lag bolts shall be a minimum 2/3 depth of Window opening control devices complying with ASTM F 2090 shall be in accordance with the conditions of the listing, and shall be tested discharge to the outdoors. Combination smoke and carbon monoxide alarms shall be permitted 6. All existing ductwork, electrical components, etc. in areas to be members being bolted together. permitted for use on windows serving as a required emergency escape in accordance with UL and rescue opening. Emergency escape and rescue openings shall 127. to be used in lieu of smoke alarms. demolished shall be protected and relocated as required according 6. SHEATHING/SUBFLOOR 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 specified in this section. Hearth extensions of approved factory-built fireplaces shall be installed Unless specified otherwise by the HERS rater consultant,the whole Power Source. • All plywood end joints shall be staggered and butt along the to the exterior are to be hot-dipped galvanized or stainless steel. in accordance with the listing of the fireplace.The hearth extension house ventilation system is permitted to utilize a bathroom exhaust The required smoke alarms shall receive their primary power from Fred & 7. Minimum opening area: the building wiring when such wiring is served from a commercial source, 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 105 cfm as per table M1505.4.3(1) 9 9 9 Emergency and escape rescue openings shall have a net clear demolition work is being performed and areas which are finished or • Nails shall be placed 3/8"minimum from the edge of the sheets. and when primary power is interrupted,shall receive power from a opening of not less than 5.7 square feet.The net clear opening Donna in use. The minimum nail penetration into framing members shall be 5. VENTED ATTICS: battery.Wiring shall be permanent and without a disconnecting switch FIRE BLOCKING C K I N G 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. operation of the emergency escape and rescue opening from the inside. INSULATION For air-permeable insulations in vented attics, a baffle shall be other than those required for overcurrent protection. Smoke alarms 1. DRAFTSTOPPING REQUIRED: installed adjacent to soffit and eave vents. Baffles shall maintain an shall be permitted to be battery operated when installed in buildings � The net clear height opening shall be not less than 24 inches and the P rY P 9s VTI N SUBFLOOR: 3/4"rated plywood (48/24) When there is usable space both above and below the concealed space 1. Foam Plastic(spray foam)insulation shall have a maximum flame opening equal or greater than the size of the vent.The baffle shall without commercial power.SITE WORK / E,�CCA A O 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 Fra.qo la 1. Contractor shall locate&stake out all existing underground utilities area of the concealed space does not exceed 1,000 sf. Exception: permitted to be any solid material. Carbon Monoxide Alarms. (Section 915 of the 2020 Fire Code of NYS) prior to any excavation.Any utilities shown on the plans are an EXTERIOR WALL SHEATHING: 1/2"exterior grade(CDX)plywood to The draftstopping shall divide the concealed space into approximate Grade floor or below grade openings shall have a net clear 2. Foam Plastic(spray foam)insulation shall be separated from the Carbon monoxide alarms shall be installed in the following locations: 1 775 Point Pleasant Road approximate location only and shall be verified by the Contractor. be fastened to the studs as per the equal areas.Where the assembly is enclosed by a floor member opening of not less than 5 square feet. interior of a building by an approved thermal barrier of not less than Vent Clearance: 1. Carbon Monoxide are required on each level Excavation shall not commence until utilitymark-out is completed. nailing schedule and the braced wall above and a ceiling membrane below,the draftstopping shall be 1/2" sum board, 23/32' wood structural panel or a material that Where eave or cornice vents are installed, insulation a minimum of a q el on which sleeping P 9 9 PP 9 gypsum � P Mattituck, NY 11952 plan. (P.T. plywood 2'tall at base) provided in a floor/ceiling assemblies under the following circumstances: 8. Window Sill Height: is tested in accordance with and meets the acceptance criteria of 1"space shall be provided between the insulation and the roof spaces are located,within 10ft.of the sleeping area. 2. Excavate all areas as indicated in the drawings.All excavations shall Where a window is provided as the emergency escape and rescue both the Temperature Transmission Fire Test and the Integrity Fire sheathing at the location of the vent. More than one carbon monoxide alarm shall be provided where necessary to assure that no sleeping area a story 111111111111111111111111 be the minimum depths rerquired achieving clean undisturbed virgin ROOF SHEATHING: 1/2"exterior grade(CDX)plywood a. Ceiling is suspended under floor framing opening, it shall have a sill height of not more than 44 inches above Test of NFPA 275 such as'DC 315'or approved equal thermal barrier. Jurisdiction : 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: is more than 10ft. away from a carbon monoxide allaa rm. soil characteristics.The Contractor shall be responsible for notification per the nailing schedule b. Floor framing is constructed of truss-type open-web or a window well in accordance with Section R310.2.3. 3. Foam Plastic(spray foam)insulation used in attics&crawl spaces As per section R806.5 of the RCNYS 2. On any story where a fuel-fired appliances and equipment, of poor soil characteristics to the Architect and shall not proceed with perforated members. shall be protected against ignition using one of the following materials: solid-fuel burning appliances and equipment, Town of Southold the work until receiving instructions from the Architect. 7. All framed openings in floors,roofs and ceilings shall have a minimum 9. All exterior windows and doors are to have a maximum U-value of a. 1-1/2"thickness of mineral fiber insulation such as'Roxul'or equal HVAC fireplaces or attached garages are located. of a double header and trimmer unless noted otherwise on the plans. Draftstopping Materials: 0.35 and a maximum solar heat gain coefficient factor of 0.40. b. 1/4"thick wood structural panels Suffolk County 3. The Architect has prepared the drawing and speifications with an Draftstopping materials shall not be less than 1/2"gypsum board c. 3/8"gypsum board Combustion Air Interconnection of Carbon Monoxide Alarms&Detectors: assumed bearing capacity of 2,000 pounds per sq.ft.and an assumed 8. All framing to be set plumb, level and accurately cut. or 3/8"wood panels. Draftstopping shall be installed parallel to the 10. FALL PROTECTION: d. 1/4"thick fiber cement board Soild Fuel When more than one carbon monoxide alarm or detector is required to soil characteristic of sand, silty sand, clayey sand,silty gravel and floor framing members.The integrity of all draftstopping shall be In dwelling units,where the top of the sill of an operable window opening be installed within an individual dwelling unit or sleeping area,the Burning appliances shall be provided with combustion air in accordance with the 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 alarm devices shall be interconnected in such a manner that the actuation Drawn By has been performed as per table R401.4.1 of the 2020 RCNYS. with a metal joist hanger designed to match the size of the joist/beam above the finish grade or other surface below on the exterior of the tested in accordance with NFPA 286 such as'Quick-Shield 112'or appliance manufacturers installation instructions.Oil-fire appliances shall be j GD ARC' , unless specified otherwise on plans. 2. FIRE BLOCKING REQUIRED: building,the operable window shall comply with one of following: a roved a ual. of one alarm will activate all of the alarms in the individual unit. &. ,\ ,,,\ p p g p p y g: pp q be provided with combustion air in accordance with NFPA 31. M.D. -�5 The alarm shall be clearly audible in all bedrooms over background noise /0 I� 1, � ,t�` 11 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 / to '' 'I, O 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 P 4. Insulation to be as specified in the insulation schedule and details. levels with all intervening doors closed. Checked B i . "<` 9 P 1 P ( ) P Y 1 1 otherwise on plans. between stories and between a top story and the roof space. sphere to pass through the opening where the opening is on its Duct Insulation f 1, y ;, J yr largest opened position. 0�. 5. All backfill shall be clean granular fill. Fire blocking shall be provided in wood frame construction in the 5. Insulate around all window&exterior door rough openings with a low All supply ducts in unconditioned attics shall be insulated to a minimum of R-8 Equipment. M.A.M. b;1" 9 9 P 91 N r 4-, yin.-', 11. All joist hangers and fasteners that are in contact preservative treated following locations: b.operable windows that are provided with windowfall prevention expansion foam insulation. All other ducts shall be insula ted to a minimum of R-6. Carbon Monoxide alarms shall be listed, labeled as complying with ' 12��'� 0�/6. No backfill shall be permitted)against concrete or masonry foundation lumber or exposed to the exterior shall be hot-dipped galvanized or devices that comply with ASTM F 2090. UL2034 or CSA 6.19. Carbon Monoxide detectors shall be listed and Job No. - -1 walls without floor framingor proper bracing as required to prevent stainless steel. a. In concealed spaces of stud walls and partitions, including furred 6. Air Leakage Duct Sealing U -N_ P P 9 q P P P g c.operable windows that are provided with window opening control labeled as complying with UL2075 and shall meet the sensitivity testing ._ - dama a to foundation walls. No backfill shall be permitted within a spaces and parallel rows of studs or staggered studs;as follows: The buildingthermal envelope shall be constructed to limit air leakage All ducts,air handlers and filter boxes shall be sealed.Joints and seams shall be 2412 g P p gg devices that comply with ASTM F 2090.The window opening P g and alarm thresholds of UL2034 or CSA 6.19.Carbon Monoxide alarms, minimum of two weeks after pouring.The Contractor shall be 12. All shims under cellar/crawl space girders are to be steel shims. -vertically at the ceiling and floor levels. control device,after op The sealing methods between dissimilar materials shall allow for made substantially airtight by means of fastners,welds,tapes,mastics,gasketing detectors and alarm control units shall be installed in accordance allowing the window to fully open, shall not reduce the net clear responsible for any damage to concrete or masonry wall. -Horizontally at intervals not exceeding 10 ft. operation to release the control device for differential expansion and contraction. Refer to the air barrier and or other approved closure systems. with the R.C.N.Y.S. and the manufacturers installation instructions. Sheet Title �" l 13. Wrap all wood girders that sit in a concrete or masonry beam pocket opening area of the window unit to less than the area required insulation installation schedule. Duct Support Power Source. b sectionR310.2.I.7. All grading to drain surface storm water away from foundation walls with soft flashing to prevent direct contact with the concrete/masonry. b. At all interconnections between concealed vertical and horizontal y at a minimum rate of 5%slope. spaces such as occur at soffit, drop ceilings and cove ceilings. 7. Insulation&Fenestration Requirement by Component Metal ducts shall be supported by 1/2"with 18 gauge metal straps or 12 gauge Carbon Monoxide alarms and detectors shall receive their primary power General Notes 14. No structural members shall be altered,omitted, notched, cut or Refer to insulation schedule/sections or details galvanized wire at intervals not exceeding 10 feet or other approved methods. from the building wiring,where such wiring is served from a commercial the run. Enclosed spaces under stairs shall have walls.under-stair surface 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 / C RAW L S PACE ACCESS pp Nonmetallic ducts shall be supported in accordance with the manufacturer's source and shall be equipped with a battery backup system that - Building Code 9. Contractor to excavate all stepped footings as per plans and details. 15. When using dimensional lumber,there shall be not less than one line and any soffits protected on the enclosed side with a 1/2"gypsum board. 1. The Contractor shall provide attic access for any attic areas that exceed installation instructions. automatically provides power from one or more batteries when primary CLOTHES DRYER EXHAUST power is interrupted.Wiring shall be permanent and without a 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 P P 9 P Duct Separation disconnecting switch other than those required for over current r Requirements 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 I 9 q protection D RYWE 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. Ducts shall be installed with at least 4 separation from the earth except where I 2111111111!I11111111 metal bracing. of flame and products of combustion. ceiling, minimum unobstructed headroom in the attic space shall be they meet the requirements for underground duct systems. Listings - 1. Drywells are to be located as.per the drainage plan and shall consist 30" at some point above the access. 2. Clothes dryer exhaust system shall be discharged to the exterior. Carbon monoxide alarms shall be listed in accordance with UL 2034. of concrete leaching rings(size as per plans)with concrete cover. 16. Provide continuous blocking under all posts down to the foundation, e. Spaces between chimneys and floors and ceilings through which Ducts located in garages and ducts penetrating the walls nh ceilings gausepge shoe the Drywells shall be set in clean sand soil a minimum of 3ft above beam and/or column with similar post material as specified on plans. chimneys ass shall be fireblocked with noncombustible material 2. Access doors from conditioned spaces to unconditioned spaces such 3. Exhaust ducts shall have a smooth interior finish and be constructed dwelling from the garage shall be constructed of a minimim No.26 gauge sheet r'Yw Y P P P Y P P P Combination Alarms. ground water. Drywells are to be wrapped with landscape fabric to securely fastened in place.The fireblocking of spaces between as attics and crawl spaces shall be weatherstdpped and 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: prevent soil intrusion. 17. Joists and rafters shall be limited to cuts and bored holes no deeper chimneys and wood joists,beams or headers shall be self-supporting level equivalent to the insulation on the surrounding surfaces.Access be 4"nominal in diameter. Combination carbon monoxide/smoke alarms shall be acceptable than 1/6 the depth of the member and shall not be located in the middle or be placed on strips of metal laid across the spaces between shall be provided to all equipment that prevents damaging or compressing alternative to carbon monoxide alarms.Combination carbon monoxide/ 2. Drywells are to be connected with a min. of 4"dia.PVC sewer pipe to 1/3 of the span. Notch depths of the ends at the member shall not exceed combustible material and the chimney. the insulation.A wood framed or equivalent baffle or retainer is required 4. The maximum length of a clothes dryer exhaust duct shall not exceed smoke alarms shall be listed in accordance with UL 2034 and UL 217. each downspout leader unless noted otherwise on plans. 1/4 the depth of the member.Holes bored into the joist shall not be closer to be provided when loose-fill insulation is installed,the purpose of which 35 ft.from the dryer location to the wall or roof termination. 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 U I Department of Health Services code and as per approved permit. bottom side of the joists, beams and rafters. the installed R-Value of the loose fill insulation. length of the exhaust duct does not include the transition duct. ENERGY/CONSERVATION BUILDING THERMAL ENVELOPE NOTES INSULATION SCHEDULE (thermal envelope ) Insulation Moisture Air Barrier " House Component (R) Value Insulation Type Detail Remarks Thickness Barrier Sealing 1. These plans are designed to be in accordance with the 2020 Residential Code of 8. Air Leakage: The building thermal envelope shall be constructed to limit air 12. Recessed Lighting: Recessed luminaires installed in the building thermal envelope Manual J&S is required for any new or replaced heating or cooling equipment NYS and the 2020 Energy Conservation Construction Code of NYS for a climate leakage. The sealing methods between dissimilar materials shall allow for shall be sealed to limit air leakage between conditioned and unconditioned zone of 4A. differential expansion and contraction. Refer to the air barrier and insulation spaces. All recessed luminaires shall be IC-rated and labeled having an air u First Floor System 12" Fiberglass P P g Y Batts A For sound attenuation only installation schedule. leakage rate not more than 2.0 cfm when tested in accordance with ASTM E 283 Recommended Testing Agency: Integrity Home 2. The interior design temperatures used for heating and cooling load calculations at a 1.57 psf pressure differential.All recessed luminaires shall be sealed with a shall be a maximum of 72° F for heating and a minimum of 75° F for cooling. 9. Testing: The building or dwelling unit shall be tested and verified as having an air gasket or caulk between the housing and the interior wall or ceiling covering. Energy Assessments: (631)553-1016 CN Fiberglass leakage rate of not exceeding three air changes per hour.Testing shall be L LL Second Floor System 12" A For sound attenuation only 3. All materials, systems and equipment shall be installed in accordance with the conducted in accordance Res-Net/ICC 3801 with ASTM E 779 or ASTM E 1827 13. Programmable thermostat: The thermostat controlling the primary heating or 0 Batts i manufacturer's instructions and the 2020 Residential Code of NYS and the 2020 and reported at a pressure of 0.2 inches w.g. (50 Pascals).Where required by the cooling system of the dwelling unit shall be capable of controlling the heating and 0 Energy Conservation Construction Code of NYS. code official,testing shall be conducted by an approved third party.A written cooling system on a daily schedule to maintain different temperatures set points at M R-21 „ Closed Cell report of the results of the test shall be signed by the party conducting the test and different times of the day.This thermostat shall include the capability to set back LL A r' ■ ■ �'1 � Perimeter rim joist 3 around first floor 7 per 1" Spray Foam zwa 4- Certificate: A permanent certificate shall be completed by the builder and posted on provided to the code official. Testing shall be performed at any time after creation or temporarily operate the system to maintain zone temperatures down to 55° F or a wall in the space where the furnace is located, a utility room or an approved of all penetrations of the building thermal envelope. up to 85° F.The thermostat shall initially be programmed by the manufacturer with /krch i location inside the building. Where located on an electrical panel,the certificate a heating temperature set point no higher than 70° F and a cooling temperature `,T Perimeter rim joist around R-21 � 3„ Closed Cell A shall not cover or obstruct the visibility of the circuit directory label, service During Testing: set point no lower than 78 F. second floor 7 per 1" Spray Foam disconnect label or other required labels.The certificate shall list the predominant I 97 L Main Street Stony Brook NY 11790 R-values of insulation installed in or on ceiling/roof,walls foundation (slab, 1. Exterior windows and doors,fireplace and stove doors shall be closed, but not 14. Duct Insulation: All supply ducts in unconditioned attics shall be insulated to a basement wall, crawl space wall and/or floor)and ducts outside conditioned spaces; sealed, beyond the intended weatherstripping or other infiltration control minimum of R-8. New exterior walls exterior R-14 2„ Closed Cell U-factors for fenestration and the solar heat gain coefficient(SHGC)of fenestration, measures. � (2"x6") side 7 per 1" � Spray Foam A phone. 631 686-6585 and the results from any required duct system and building envelope air leakage 2• Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall 15. Duct Sealing: All ducts, air handlers and filter boxes shall be sealed. Joints and testing done on the building.Where there is more than one value for each be closed, but not sealed beyond intended infiltration control measures. seams shall be made substantially airtight by means of fastners,welds,tapes, I � email. MMacrina@MMArchitectAIA.com component,the certificate shall list the value covering the largest area.The 3. Interior doors, if installed at the time of the test, shall be open. mastics, gasketing or other approved closure systems. interior R-13 3-1/2" Fiberglass web. MMArchitectAIA.com certificate shall list the types and efficiencies of heating,cooling and service water 4. Exterior door for continuous ventilation systems and heat recovery ventilators side Batts shall be closed and sealed. 16. Duct Testing: Ducts shall be pressure tested to determine air leakage b one of These plans are an instrument of service and are heating equpiment. Where a gas fired unvented room heater,electric furnace, or p g Y the exclusive property of the architect. baseboard electric heater is installed in the residence,the certificate shall list 5. Heating and cooling systems, if installed at the time of the test,shall be turned off. the following methods: N R-14 Closed Cell Infringements of the concepts and design ideas 6. Supply and return registers, if installed at the time of the test, shall be full open. Cellar perimeter walls 2" A presented on these drawings shall be prosecuted "gas-fired unvented room heater", "electric furnace"or"baseboard electric heater", pP Y g Y P 7 per 1" Spray Foam to the fullest extent of the law. Copyright 2024: 1. Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 Michael Macrina Architect, as appropriate.An efficiency shall) not be listed for gas-Fred unvented room heaters, N pc. All rights reserved, electric furnaces or electric baseboard heaters. 10. Fireplaces: New wood-burning fireplaces shall have tight-fitting flue dampers or inch w.g. across the system, including the manufacturer's air handler enclosure if = Space around exterior low expansion no part of the plans may be reproduced without doors, and outdoor combustion air.Where using tight-fitting doors on factory-built installed at the time of the test.All registers shall be taped or otherwise sealed window/doorjambs spray foam required the expressed written consent of the architect. 5. Insulation and Fenestration Requirement by Component. Refer to insulation schedule. fireplaces listed and labeled in accordance with UL 127,the doors shall be tested during the test. and listed for the fireplace.Where using tight-fitting doors on masonry fireplaces, 2. Postconstruction test:Total leakage shall be measured with a pressure differential Penetrations around all low expansion spray 6. Eave Baffle: For air-permeable insulations in vented attics, a baffle shall be the doors shall be listed and labeled in accordance with UL 907. of 0.1 inch w.g. across the entire system, including the manufacturer's air handler pipes,vents ducts, foam fire caulk-136 by ASTM E136 tested Drawing Status installed adjacent to soffit and eave vents. Baffles shall maintain an opening equal enclosure. Registers shall be taped or otherwise sealed during the test. wires throughout ceiling Everkem or equal or greater than the size of the vent.The baffle shall extend over the top of the attic 11. Utility Room Containing Fuel-Burning Appliances: Where open combustion air and floor levels insulation. The baffle shall be permitted to be any solid material. ducts provide combustion air to open combustion fuel-burning appliances,the 17. Lighting: Not less than 75 percent of the lamps in permanently installed lighting appliances and combustion air opening shall be located outside the building fixtures shall be high-efficacy lamps or not less than 90 percent of the permanently 7. Attic and Crawl Space Access Hatches and Doors: Access doors from conditioned thermal envelope or enclosed in a room, isolated from inside the thermal installed lighting fixtures shall contain only high-efficacy lamps. Exception: A duct spaces to unconditioned spaces:such as attics and crawl spaces shall be envelope. Such rooms shall be sealed and insulated in accordance with the air leakage test shall not be required where ducts and air handlers are located Issued foi , weatherstripped and insulated to a level equivalent to the insulation on the envelope requirements of Table N1102.1.2,where the walls,floors and ceilings entirely within the building thermal envelope. A written report of the results of the surrounding surfaces.Access shall be provided to all equipment that prevents shall meet a minimum of the basement wall R-value requirement.The door into test shall be signed by the party conducting the test and provided to the code damaging or compressing the insulation.A wood-framed or equivalent baffle or the room shall be fully gasketed and any water lines and ducts in the room official. Typical Roof insulated in accordance with Section N1103.The combustion air duct shall be T R-14 Closed Cell retainer is required to be provided when loose-fill insulation is installed,the purpose �, Y upper 2" A Construction insulated where it passes through the conditioned space to a minimum of R-8. 18. Building framing cavities shall not be used as ducts or plenums. (2"x10"R.R.) 7 per 1' Spray Foam of which is to prevent the loose-fill from spilling into the living space when the attic 0 LO M access is opened, and to provide a permanent means of maintaining the installed 0 R-Value of the loose-fill insulation. 'I 19. Mechanical System piping insulation shall be capable of carrying fluids above 105° n/ Fiberglass F or below 55 F with a minimum of R-3 insulation. tL lower R-21 5-1/2" Batts WIND-BORNE DEBRIS PROTECTION NOTE TYPICAL INSULATION DETAIL Window/ Door Type (U) Factor S.H.G.C. Remarks N Dates L Double Hung Windows 0 0.30 0.30 8/30/24 Bid Set Wind-Borne Design Protection: Protection of exterior windows and glass doors in 0 buildings located in wind-borne debris regions if specified on the cover sheet a.This table is base on 180 mph ultimate design wind speeds,Vult , Q Casement Windows 9/23/24 Issued for Construction shall be in accordance with section R301.2.1.2 of the 2015 International and a 33 foot mean roof height. :' .. 0.30 0.30 Residential Code. TABLE R301.2.1.2. - 1/14/25 Issued for Construction b. Fasteners shall be installed at opposing ends of the wood ;:r R1 WIND BORNE DEBRIS PROTECTION FASTENING SCHEDULE R ��: (n Awning Windows 0.30 0.30 structural panel. Fastners shall be located not less than 1 inch ` Protection and Openings xterior glazing in buildings to ted in windborne FOR WOOD STRUCTURAL PANELS (a,b,c,d) from the edge of the panel. typical ceiling insulation 5 debris regions shall be protected from windborne debris.Glazed opening r, ' see insulation schedule) )FASTENER SPACING c.Anchors shall penetrate through the exterior wall covering with an 0 Hinged Doors 0.30 0.30 �.��;�;,. protection for windbome debris shall meet the requirements of the Large t. ;. length embedment len of not less than 2 inches into the building frame. ,, Missile Test of ASTM E 1996 and ASTM E 1886 as modified in Section Panel Span 4 Ft. 6 Ft g g {> Type a s 301.2.1.2.1 of the 2015 International Residential Code. Garage door glazed < 4 Ft. p p Unvented 1�<r' �h• � Fastener Te < Panel San <Panel Span Fasteners shall be located not less than 2 1/2"inches from the Sliding Doors 0.30 0.30 opening protection for windborne debris shall meet the requirements of an < 6 Ft. < 8 Ft. egde of the concrete block or concrete. Attic Y pp p g 5. No. 8 wood screw based d. Panels attached to masonry or masonry/stucco shall be attached �z"rigid insulation or approved impact-resisting standard or ANSI/DASMA 11 t plywood backer Skylights N/A N/A " anchor with 2-inch 16" 10" 8 using vibration-resistant anchors having an ultimate withdrawal between each rafter Exception:Wood structural panels with a thickness of not less than 16 embedment length capacity of not less than 1,500 pounds. ...#, inch and a span of not more than 8 feet shall be permitted for opening protection. Panels shall be recut and attatched to the framingsurrounding No. 10 wood screw based i }" N p p g anchor with 2-inch 16" 12" 9" $�tt�< - If Air Barrier Sealingis required, refer to air barrier& installation schedule below. the opening containing the product with the lazed opening. Panels shall be ?- t 0 q No. Date Description P 9 9 P 9 P 9- embedment length ��.�: ,� P predrilled as required for the anchorage method and shall be secured with g - See Typical Insulation Details, same sheet the attachment hardware provided.Attachment to be permanent 1/4-inch lag screw based p Project anchor with 2-inch 16" 16" 16" Z corrosion-resistant hardware provided and anchors permanently installed embedment length on the building.Attachment in accordance with Table R301.2.1.2 is permitted AIR BARRIER & INSULATION INSTALLATION SCHEDULE: Table N 1102.4.1.1 (402.4.1.1) for buildings with a mean roof height of 45 feet or less where the ultimate flat ceilings occur # ' Proposed design wind speed is 180 mph or less. (see plan) { Component Air Barrier Criteria Insulation Installation Criteria Residence PLUMBING NOTES s�j. A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall not be used as a sealing material. typical exterior wall insulation W1 (see insulation schedule) t General Requirements The exterior thermal envelope contains a continuous air barrier. typical siding Breaks or joints in the air barrier shall be sealed. For 1. All plumbing work to be installed in strict accordance with the 2020 The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceiling/soffit shall be aligned with air Residential Code of NYS and local codes. SIZE OF TRAPS FOR PLUMBING FIXTURES: Table P3201.7 F2 insulation and any gaps in the air barrier sealed. barrier. il, 2. All Soil Plumbing Lines which need to run Perpendicular to Floor Joists Ceiling/Attic R Access openings,dro down stairs or knee wall doors to unconditioned Fred V� shall be located as close as possible to center joist span to maintain typical second floor p Plumbing Fixture Trap Size system insulation attic s structural integrity of joists. Refer to the framing section of this sheet. Y paces shall be sealed. (see insulation schedule) plywood sheathing 3. Materials for water supply and distribution systems, per tables P2906.4, Bathtub(with or without shower head 1-1/2" 6 of the 2020 Residential Code of NYS. and/or whirlpool attachements) second floor The junction of the foundation sill plate shall be sealed. Cavities within comers and headers of frame walls shall be insulated Donna Bidet 1-1/4" The junction of the top plate and the top of exterior walls shall be by completely filling the cavity with a material having having a thermal P2906.5 and P2906 4. Materials for drains,waste. and vents, per tables P3002.1(1), P3002.2(2), -- -_-- - sealed. resistance of R-3 per inch minimum. P3002.2 and P3002.3 of the 2020 Residential Code of NYS. Clothes washer standpipe 2" } Walls Knee walls shall be sealed.r% } The unction of eve stud,to late&shoe late to exterior sheathing Exterior thermal envelope insulation for framed walls shall be installed Fragola 5. All exterior hose bibbs are to be frost-proof type. 3. J every P P P 9 P Dishwasher(on separate trap) 1-1/2" shall be continuously sealed in substantial contact and continuous alignment with the air barrier. 6. In areas prone to flooding, drainage,waste and vent systems shall be S P erimeter rimJ oist around ?t located and installed to prevent infiltration of floodwaters into the Floor Drain 2" second floor(see 1775 Point Pleasant Road systems and discharges from the systems into floodwaters. Kitchen Sink(on or two traps,with or without 3>3 insulation schedule) 1-1/2" , ? iz ' Windows,skylights The space between window/door jambs and framing,and Mattituek, NY 11952 7. In areas prone to flooding, dishwasher and food waste disposer) '` f? sk li hts and framin shall be sealed. p oding,vents shall be located at or above the _ F4 and doors skylights 9 design flood elevation. Laundry Tub 1-1/2" 8. All plumbing fixtures Ito be installed as per Chapter 27 of the 2020 Rim Joists Rim joists shall include the air barrier. Rim joists shall be insulated. Jurisdiction P 9 P P Lavatory 1-1/2 Residential Code of NYS. O The air barrier shall be insulated at any Floor framing cavity insulation shall be installed to maintain permanent Shower(based on the total flow rate through W1 3 exposed edge of insulation. contact with the underside of subfloor decking, or floor framing cavity Town of Southold 9_'Vents: showerheads and bodysprays) it Floors including insulation shall be permitted to be in contact with the top side of Roof Extension (sect. P3103.1) flow rate: typical exterior wall insulation above garage and (see insulation schedule) z;. sheathing,or continuous insulation installed on the underside of floor Suffolk County Open vent pipes that extend through a roof shall be terminated not less 5.7 gpm and less 1-1/2" cantilevered floors framing; and extends from the bottom to the top of all perimeter floor ated snow accumilation, more than 5.7 gpm up to 12.3 gpm 2" p framing members. than 6 inches above the roof or 6"above the anticipated whichever is greater.Where a roof is to be used for assembly,as a more than 12.3 gpm up to 25.8 gpm 3" promenade, observation deck or sunbathing deck or for similar purposes, more than 25.8 gpm up to 55.6 gpm 4" z Exposed earth in unvented crawl spaces shall be covered with a Class I Where provided instead of floor insulation, insulation shall be Drawn By: rr;_D 11 open vent pipes shall terminate not less than 7 feet above the roof- '` ical exterior wall Crawls ace walls vapor retarder with overlapping joints taped. permanentle attached to the crawls ace walls. tYP P Y P M.D. act A\ insulation see 4✓ Frost Closure(sect.P3103.2) typical first floor ,3" ( u >;, insulation schedule) system insulation (see F1 Checked By: x v Vent extensions through a roof or wall, shall be not less than 3 inches in insulation schedule ;t, penetrations p Shafts O , Duct shafts, utility penetrations, and flue shafts opening to exterior or a diameter.Any increase in the size of the vent shall be made not less than '��j�;" W1 unconditioned space shall be sealed. M.A.M. 1 � ,- >r i_ ,.• , 1 foot inside the thermal envelope of the building. first floor Batts in narrow cavities shall be cut to fit,or narrow cavities shall be �8G y04 Job No. - -- filled b insulation that on installation readilyconforms to the available C p able P3201.7 on plumbing riser diagram - - -- - ----- --- .:' - Narrow Cavities cavity space. 10. For trap sizes, see t Y P 2412 , r v � ' Air sealing shall be provided between the garage and conditioned Sheet Title 9 P 9 9 perimeter rimjoist Garage Separation p s aces. throughout first floor Energy Notes r Recessed light fixtures installed in the building thermal envelope shall Recessed light fixtures installed in the building thermal envelope shall r:> : (see insulation schedule) Recessed lighting be sealed to the drywall. be air tight and IC rated. 8Batt insulation shall be cut neatly to fit around wiring and plumbing in - Insulation Se h J- drywall cellar ceiling Plumbing and wiring exterior walls,or insulation that on installation readily conforms to for fire protection available space shall extend behind piping and wiring. - Insulation Details ' The air barrier installed at exterior walls adjacent to showers and tubs Exterior walls adjacent to showers and tubs shall be insulated. typical cellar perimeter wall Shower/tub on exterior wall shall seperate them from the showers and tubs. insulation (see insulation sch.) ;Ur grade The air barrier shall be installed behind electrical or communication Electrical/phone box on W2 exterior walls boxes or air-sealed boxes shall be installed. Sheet Number:. ' HVAC register boots that penetrate building thermal envelope shall be HVAC register boots sealed to the subfloor or drywall. Typical Insulation Detail When required to be sealed,concealed fire sprinklers shall only be sealed in a manner that is recommended by the manufacturer. I -1/2" = 1 '-O'• Concealed Sprinklers Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. PLUMBER RISER DIAGRAM Exterior Window and Door Specifications EXTERIOR DOOR/VVINDOW SCHEDULE All windows&exterior doors are to be'Andersen'400 Series Model # Remarks Exterior Material (see elevations) _Exterior Color: Black } Varies(casing or frieze board) CELLAR -Interior Color:White . -Grilles: 3/4"full divided lite per elevations C01 FWH5080APLR temp. glass "0 vent hru roof Typical Underlayment -Glass: Low-E4 insulated glass O 3 0 vent thru roof 3 t t of (typ. all vents) (typ. all vents) -Hardware:to be selected CO2 CX15-3 egress Roof J L J L Roof - Typical Wall Sheathing -Insect screens CO3 KA Typical Wall Insulation CXW15 egress O Bathroom #3 _ Bathroom #4 Bathroom #5 (see insulation schedule) - _— _ FIRST FLOOR c� C �'"0 n c�- -——r— I I �'�' ( I Cover Alum. Flashing Clopay canyon ridge ultra grain —— 10'-0' wide x 8-0 collection design#13 w/SO24, Arch itE: ct —r r „ 3"0 l� with Tyvek tape 101 insulated window design walnut 1Y2"�� 1Y2 �� vent I r 3"0 ( 3 1 O tall garage door 9 vent I finish. High lift tracks to be as tight to ^ vent I vent I Casing to ceiling as possible. r e^� vent I I I ent 2„� I 1ve2nt I I I I vent 2 Lift Master 8500W wall mounted 97 L Main Street Ston Brook NY 11790 2"0-4 vent I --� I �-- be selected 2 6 Stony Brook ( I Lay. Lay. I I vent I Llv. I I I Lay. I vent Cover Window Flange 12'-0"wide x 12'-0" electric operations with My Q wifi and I b e e with Tyvek tape 102 tall garage door keyless entry pad. Contractor to I Tub I I I I g g consult with client prior to ordering. I w'C'TI I W.C. I W"C' I phone. 631686-6585 Aluminum Cap Flashing Shower Shower Shower �� 103 TW20410 Sec. Floor I I Sec. Floor - — A email. MMacrina@MMArchitectAlA.com Alum.drip cap flashing web. MMArchitectAlA.com 104 color to match tram color A�_2 OMIT These plans are an instrument of service and are waste ate 2"� 2"0 I 2"0 2"0 I 2^� 2"0 the exclusive property of the architect. waste 3"0 waste 3"0 3"0 waste / Window Head 'Versatex' Infringements of the concepts and design ideas waste waste I waste waste I waste waste see schedule 5/4"x4"head 105 double 36"x96"door double swing custom aluminum presented on these drawings shall be prosecuted Powder ( ) g door to be selected,temp. lass casing p 9 to the fullest extent of the law. Copyright 2024: Room 1--3"0 Michael Macrina Architect, pc. All rights reserved, Bathroom #1 Kitchen Laundry vent Bathroom #2 minimal expansion foam — 106 OMIT no part of the plans may be reproduced without insulation around windows the expressed written consent of the architect. 3"0 I 1Y2 —�' enter I vent 1-1y"� , 2"� r 2"0-4 I _3"0 1 AB2 I 107 TW210410 1Y2"�� I I I I I vent 1~ Drawing Status " vent vent I vent air vent I I vent 1Y2"� I „ 2 0-4 I I I I I I break I I I vent „ vent vent I I I I I I I Sink y-o Sink I ( I �2 108 T1N210510-3 (3)mulled,egress I I Lay. Lay. I I Lay. waste I I Lay. I vent Typ . Window Head Detail I Tub W.C. I W.C. ( W.C. I 109 FWOH2980AL temp.glass,Andersen'A'Series I D.W. l Shower I W.M. I Shower 6" = 1 '-0" (half scale) 'Versatex' First Fir. First Fir. 5/4"x4"side 110 TW210510 foi casing F.A.I. lean out g g 111 TW210510 • to rode Construm 1 0 waste waste n to 2"sd 3^0 I 3"0 2"� waste 2"� 2"0 I 3"0 2"� waste // waste waste waste waste waste waste waste I I waste / Casing to be selected 112 FWG12080-4 temp.glass waste I Cellar 3"� I // miter corner C I waste I / Stool below A4 2 113 FWG16080-4 temp. glass C.O./ ( I / Typical Wall Insulation (#VERHS021) 1" C.O. / (see insulation schedule) 114 FWG8080L temp. glass 3.0 wasteI / To Approved Dates 1/4" pitch 4"0 waste Sanitary System / J 'J 1 4 pitch 1" _ 115 FWG12080-4 temp.glass Bathroom #6 -r i 8/30/24 Bid Set " Typical Window 116 FWG12080-4 temp.glass 9/23/24 Issued for Construction _j cast iron %"o� vent I Bathroom #7 r %"o� en�� through fid. / 1/14/25 Issued for Construction „ I vent I I I vent I I Cfl CD Trim Detail 117 TW210410 vent ( I enter I I Wrap and rlayment onto I Lay. I Lay. each jam as shown 3/4" = 1 '—O" TW210410 Cellar Shower Shower Cellar, 119 TW210410 temp. glass 3"0 waste 120 TW26410-2 (2)mulled,temp. glass 2"� 2"0 1/4" pitch 4"� waste I 121 TW210410 temp. glass waste waste 1/4" pitch O minimal expansion foam sewer N N insulation around windows No. Date Description Plumber FR i s e r Diagram ejector 122 A21 Project Not to scale 123 A21 Casing 124 double 36"x96"door double swing door to be selected Proposed Q O Residence Typ. Wall Sheathing Sealant 125 TW210410-3 TYPICAL INTERIOR DETAILS Typical Underlayment Window Jamb Cover Window Flange (see schedule) 126 TW210410-3 with Tyvek tape Typical Siding Install Schluter-Kerdi DS waterproofing Schluter-Kerdi Kers-B SECOND FLOOR or membrane on all three sides of curb preformed,seamless Schluter Kerdi-Line drain assembly _ __ _ _ _ corners as required for T Window Jamb Detail to be selected by owner (— — , wall to floor intersections ( y p 201 TW21052-2 (2)mulled }; Install Schluter-KerdiDS waterproofing —O" (Half scale) Fred & - 1/2"cement board membrane flashing around drain flange stone cap locate transition under 202 TW210510-2 (2)mulled, egress at all shower walls I door slab in the closed Tale Floor , postition as shown on --- ------------- 203 AW251 Donna—Install Schluter-Kerdi DS Porcelain the over thinset mortar over- � --- ------------- floor plan Schluter-Kerdi DS waterproofing membrane over I Schluter-Ditra-XL uncoupling waterproofing membrane -thin set mortar over " " on walls to ceilingY 2 4 membrane over thin set mortar , 204 AW251 -Schluter-Kerdi pre-sloped shower tray over I over Schluter-Kerdi DS T;le Wood Typical Fragola -thinset mortar over waterproofing membrane s „ yP catch screen -plywood subfloor I 2 4 /a wood floor 205 TW21052 tem lass I Align Soft Flashing O p g 1775 Point Pleasant Road 2 4 3M 8067 tape 77, ., 4 r �rt ( ) 2os TW21052 egress Mattituck, NY 11952 Install Schluter-Kerdi-Band comers 207 TW21052 egress Jurisdiction minimal expan ion foam mthinset r wall to floor base as pel 3/4"plywood subfloor/conc. slab plywood subfloor 'Sound sense'noise out 2 bounce insulation arou d windows shim window as needed manufacturer's specifications P underayment under all loud floors 208 TW21052-3 (3)mulled,egress Town of Southold Typical ca I Shower owe r Pan & Curb Detail i I (second floor only) stool to yp be selected � Suffolk County ■ blocking 209 TW21052-4 (4)mulled,egress 3" = 1 '—O" Typical Tile and g Window (see schedule) / _ _ / 210 TW21052 egress Exterior caulking (typical) Wood Floor Detail _ Drawn By: 5/4"x 4"exterior trim Wrap sill framing continuously M.D. ' FED��C onto sheathing, up each jamb 211 TW21052-4 (4)mulled,egress by a ^� board cut to size 3" = 1 •—O•• / �P C XtelrlOr � and waterstop dam with soft flashing / Typical exterior sheathing wa'erstop Checked By: Side Cover window flange with dam block'g Sealant 212 TW21046-2 (2)mulled,temp. glass soft flashing O M.A.M. line of sill below 2 6 Apron to Window Sill 213 A21 Job No. 5' ;3 86-gyp Double 2"x be selected :, P*I�`� 2412 structural post 214 A21 (see plan) 6„ 1/2"Gyp. Board Casing to be selected unless noted (typical) otherwise on plan Typical Underlayment ATTIC Sheet Title Wrap structure with 1/4"reveal YP Y (typical) % A01 Tw210510 Schedules soft flashing prior to (tyP ) O N N window installation Typical Wall Sheathing AW31 stationary - Details to beta r painted Typical Siding - Plumber Riser Shim Space A03 AW251 p Typical Wall Insulation line of stool below 1" (see insulation schedule) A04 AW251 Interior insulation Rough Opening A05 A21 Sheet Number Side 1"X6'Poplar Flat Trim (see plan) -- Board ripped to size Typ. Door Jamb From Typ. Window Sill Detail A06 A21 yp' T Cased Opening Dtl. Perpendicular Wall s 1 .O (half scale) A07 A21 T Kcal Stud Pocket Detail yp^ p g p •• _ •• O W 3" = 1 '—O" 3" = 1 '—O" 3" = 1 '—O'• A08 A21-3 stationary D C PLAN KEY NOTES FLOOR PLAN LEGEND Custom Shower with: ,•:, L^_I -Custom tempered glass enclosure. -Tile over thinset mortar over Schluter-Kerdi DS PROPOSED ADDITION waterproofing membrane over thin set mortar over I Schluter-Kerdi pre-sloped shower tray over thinset NEW FRAMED WALLS mortar over plywood subfloor to be installed by manufactures specs or other approved waterproof TALLER/LOWER WALL f.: or i p Unexcavated pan system(see detail'1'on sheet G-3) (refer to sections) NA i C E: 1 -Triple 2"x4"curb -Secure the water supply riser from the shower valve TIMBERSTRAND STUDS See sheet A3.1 for to the shower head to the permanent structure. M za c,--- r i n - -Shower to beequipped with pressure balance ABOVE SUBFLOOR A.S.F. a foundation plan. . .-:. .: -. :'. ''•" ' .: .' . . control valves. \rc h itE�h. Ct -------' 17'-11" -Surround to be tile over Y2"cement board. SOFFIT ABOVE/WALL -� _---_-__ . .,.,.> ,.. ..;.� �.,.•,.� -Shower seat(16"tall where shown on plans). CABINET ABOVE Unfinished ---------- ,~ Mechanical 'T, 97 L Maln Street Sto y Brook NY 11790 , n 42"wide x 24"dee x 36"tall vanit with filler one side. EXHAUST FAN min. 100 cfm to be_______ _ • .may, �__,� g P Y EF Cellar Column Note: Counter top to be selected by owner vented to exterior) ---------- '. S.D. phone. 631 686-6585 ±9'-11"clg. ht. For exact 36"wide x 24"deep x 36"tall vanity with filler one side. ______�__ :;: install Y2" drywall for = column locations Unexcavated �C Hardwired/interconnected email. MMacrina@MMArchitectAIA.com i Counter top to be selected by owner smoke detector entire cellar ceiling for See foundation plan see fnd. Ian. web. MMArchitectAIA.com fire protection for more notes and See sheet A3.1 for C.M. p = YY These plans are an instrument of service and are dimensions. Hardwired/interconnected pC B _ I foundation plan. the exclusive property of the architect. a' p B INTERIOR DETAIL NOTE carbon monoxide detector Infringements of the concepts and design ideas A5.2 1 V.2 presented on these drawings shall be prosecuted 33'-12" Thermostat O to the fullest extent of the law. Copyright 2024: Michael Macrina Architect, pc. All rights reserved, 1 IP See sheet G-3 for all typical interior details no part of the plans may be reproduced without O/G7j 11 o�Gi� low beam above yp the expressed written consent of the architect. O (s plan) NOTES (see n c, _ -- - - _ WINDOW/DOOR NOTE Drawing Status . 1 1. See sheet G-2 for insulation specifications. See sheet G-3 for window schedule. 42�68'-7" 2. Install all smoke detectors throughout home / active as required by the 2020 RCNYS, sect. R314 O I .. FOUNDATION PLAN NOTE and noted on sheet G-1. Issue fo o C01 � � �� � .1.' See sheet A3.0 for all structural 3. Install all carbon monoxide detectors Const ICU 01 throughout home as required by the 2020 51" 1" ction information. RCNYS and noted on sheet G-1. passive. 5?" 2 5 \•,. 15'-01" 2 5'-82" 4'-81" 2 41'-9" . 4. All dimensions are taken to rough framing. 41" 9 9 low wall with glass above Exterior dimensions are taken to the _ 1 = 00 Recreation foundation wall. 15'- 00 �* '�' glass door .�N - Room I `� Dates 41„ M Y 1 5 " ±9'-11'clg. ht. 51" 31" 4 " 2 23'-0 " O _ = 2 " 2 8/30/24 Bid Set r,�, ® flooring to 9-0 5-11 9/23/24 Issued for Construction -� �' be selected window a f 1 = Gym O = closet Column Note: 11'-1, " INTERIOR DOOR SCHEDULE 1/14/25 Issued for Construction } well = E c a i ^ 2 - 2 For exact »- r i ;,� ±9'-11 clg. ht. co I G-3 O2 G 3 0 1 column locations ° c 1 Q (t1 iG tow beam above i� "' �JF LO Crsee fnd. Ian. o�� low beam above �JF /-I, Size7 Remarks CO3 �"1 - _�- - �� (see fnd. plan)_ _ c°�u�-- --- "'° _ - -- -`_ T-.-_ -- -____��� _ _____ (see fnd. plan)_ - Go - - -� - - 1 - ^ _r%-_ ��_�_�___ LOWER LEVEL 142 I t i 1„ Bathrm. #6�� a0 1" " " seat 24'-6- " 3-112 3-9 17-5 — C o 2 Tile Flr. EF = 4-82 T\1„ 5 52" EF A ., O 30"x96" glass swing door ❑ � r \ r 1 flooring to 52 O „i W.I.C. o swr oor 9 W.I.C. 24"x96" n dbe selected 6-0 36I to be designed •- - 9°O G-3 = `� Bathrm. `0 by others_ #7 �n 3 24"x96" swing door M " r " " 5 - " M = gin ' G 3 Tile Flr.m. ladder to b]1e 7-0 I 1 4-6 11 -6 2� r` "' double 24"x96" double swing door No. Date Description painted and secured to 16 closet `'' found'n wall with a min. - - __---- X 5 30"x96" elevator swing door Project . inside width of 12" shall „ 1„ r '' 1" X O project a min. of 3"from 4 42 C4 212 �-3-11 ' 30"x96" swing door © g Proposed wall and shall be spaced a 4-6 i window min.of 18"oc vertically for 4 align with S.D. well full height of well as per = Sauna wall above7 ( 30"x96" swing door C.M. Residence sect. R310.2.3.1 of the IRC D ' . _I X (to be ° 36"tall min. E N Bedroom #5 h, ® 30"x96" swing door ". selected) steel or alum. ladder to be hand railing 11 o A5.3 = X .; to code ±9'-11"clg. ht. CO2 X painted and secured to " i X found n wall with a min. O9 30 x96 swing door o flooring to inside width of 12", shall O r be selected project a min.of 3' from 10 30"x96" swing door For 4 r ;� 52 X wall and shall be spaced a 5'-9" i 56" 17'-5" 15'-3" X min.of 18"oc vertically for 11 30"x96" swing door i 4 full height of well as per ±9'-11"clg. ht. 2 2 �. sect. R310.2.3.1 of the IRC r � flooring to X Fred & Up 3R Up 3R frreblocking to code with mineral I I be selected : '��. �� A (107) 1 r (107) A wool (therms-fiber)or equal Q n 1 I landing n o I A5.1 floor joists Donna A5.1 cn i �* i a� a> �* 6 insulation .. .. i-- — ----� �c�l •—tcv r-------I r-------i r------� floor joisfs 41 Fra o1a I above unit I abA/Cove unit above unit 1775 Point Pleasant Road above i above i i above 1I� r 1 r 1 i 1 '1 .... `• J L______J L_ T a I UC ., -----J drywall entire � a � M tt't k, NY 11952 A/C unit ;; ceiligr fire drywall (see sht. G-1) L 1/2"mold resistant protection gypsum wall board I above i Unexcavated Jurisdiction L_____J >' 4 2"closed cells ray foam Unexcavated See sheet A3.1 for ( ) insulation R-14 �•� ���. foundation plan. � I � 0 1/2"mold resistant Town of Southold See sheet A3.1 for :' gypsum wall board Suffolk County Ti foundation plan. A' air space to stud ; (see plans) / a Drawn B -- x o, 2"x studs at 16"oc oc see studs lan at 16, y \�� �D i� (see plan) ( plan) M.D. A5.3 "., " Checked By: 1 Y 4... ! M.A.M. (,) concrete Job No. foundation wall (�(E�f`1 -/ 2412 A concrete slab OEM Sheet Title : r� flooring to be selected Proposed Lower Level Plan concrete slab Lower L vel Plan flooring to be selected 1/4" plan north a a dii—FIT a - a Typical Interior Typical ca I Exterior Sheet Number : . Yp . -� Cellar Wall Detail Cellar Wall Detail A5.2 1/2" = 1 '-O" 2ol 80'-6" -------------------------------------- ------ PLAN KEY NOTES 18 8-0 15-6 36'-6 --- - ------ ------------------------------- - 4,_6" 3,_6" " - 1" , - - - - -- - -- - " I 1 " __ .__.._8-0 7-61 9-52" 9-52" 9'-1" - i El Custom Shower with: 1 1 -Cu stom tempered glass enclosure. "`--------"--`----`-`-"---------- I I 1 I -Tile over thinset mortar over Schluter-Kerdi DS waterproofing of windows i= and window bedroom I I and ridge above i 1 I Ikitchenand den - -:- I I membrane over thin set mortar over Schluter-Kerdi pre-sloped of window , , See Sheet of door and I I o door, ve o oor- I I i i shower tray over thinset mortar over plywood subfloor to be 9 121 I I A2.4 for I I � installed by manufactures specs or other approved waterproof patio plan. house wall pan system(see detail 1 on sheet G-3) MiC: hc -Secure the water supply riser from the shower valve to the to See Sheet o shower head to the permanent structure. A2.4 for -Shower to be equipped with pressure balance control valves. r n -ra -Surround to be the over "cement board. i 52patio plan. ' A rc h te ct -- 1 I I n -Shower seat(16"tall where shown on plans). = 3 0o F— —� 18'-0" 1 1 I vj 51" _ 114 i i 1 M 3 2 o B Free Standing Bathtub: 97 L Main Street Stony Brook NY 11790 o -� C4 -36"x72"tub to be selected 117 , I I I = � 42"wide x 24"deep x 36"tall vanity with filler one side. phone. 631 686-6585 rE Bedroom #1 Kitchen i i I i B N t=l Countertop to be selected by owner _ email. MMacrina@MMArchitectAlA.com -- - A .2 24" -- - -- i i i A5.2 web. MMArchitectAIA.com 10'-1"clg. lit. 10'-1"clg. lit. _.-_ - _ --- 1 1 I I _ ___-_._____; 1 1 I I ❑D (5) 14"deep wood shelves to be painted space shelves equally plans re an instrument of service and are flooring to flooring to Thesea P ----- - - I the exclusive property of the architect. be selected be selected 113 .iN 112 I I Infringements of the concepts and design ideas - O I I (1)14"deep shelf set 68"above finished floor presented on these drawings shall be prosecuted - �E to the fullest extent of the c�All Copyright reserved, 1 and metal rod set 2 below she Michael Macrina Architect, I % wine cab. �, �_ :x� _� E- -� riN N j { o = no part of the plans may be reproduced without 00 I "! ref. L " LO I the expressed written consent of the architect. 00 1" /II 5_1 5 I 1 3 _I 48' wide x 24 deep x 36 tall vanity with filler one side. N 5 52 / i - - ,J - I 2 I r F 15'-1" / 24 48" 60 5'-0" 22'-62" = 15'-1" i i o Counter top to be selected by owner /� I 1 111 d w Drawing Status a i i 10 LO S.D. o o FLOOR PLAN LEGEND "S I O I I I , I I I = I I o " " 6von 04 N (V 4 I I O r-KV I I 118 6\ " " /6 1 sink ! G 3 i i =ti "' PROPOSED ADDITION 5-0 x8-10 r.o. Q O I i Living I 48"wide Pre-fab gas i I Issued for r x� 4 -+ pull-out: I 1 = = 1 = o e / trash I I °x° .�N fireplace to be = Den 1 NEW FRAMED WALLS Roomselected. Installed O Cor000%lstrudion T p 10-1 cl lit. i� I iv ---�*- �-1 1 o and vented u � �� 1 cased opening- o I I I 10'-1"clg. lit- ��g cab. Island o , , through chimney as I I TALLER/LOWER WALL , or . ---------- �r,N I N I 1 flooring to per manuf.specs. c o flooring to i I (refer to sections) - "' i ca I I be selected be selected I ' " i; G 3 7 ` '� 51" , 1" �" / o U 1 TIMBERSTRAND STUDS Co 5 0 \ � 2-4 32 `r = Hall , Fe rxl �' I i I ABOVE SUBFLOOR A.S.F. 11'-8" / 40" ^ S.D. I I a rn x I 1" �o o °° I 51" = 1" I I INS _ 2 1 c - - M g 52 in I I a "M_00; " 20'-22" 242"-� 15'-1" i i SOFFIT ABOVE/WALL C.M. I 1 o � co 4' 6" t--54 11 -6 CABINET ABOVE _ _ e # 32"tall wall-71-� linen FD 6 - o ' 32"/ �52" g2° 110 I i / ' Dates {- = O O -r-= -= --: -:- tub with stone N seat 4 = �o _ - �r, I I 8/30/24 Bid Set = - --- cap and 1 M = " " base cab. 11 I I EXHAUST FAN (min. 100 cfm to be EF - - = B� - I 6 ref. oven T N - 4 = _ _ I vented to exterior) o - --_ temp.glass 2, 8"-�—3, 4" ," �•, freezer j N , r-IN .-,N I rior) 9/23/24 Issued for Construction G 3 30 wall ___ e = M o above - �.- _. / - - / ' w�l cab: cased o enin - "' ==r=_-_: ------p--g---- --- I S.D. 0 120 I shower. ----1- - I 1/14/25 Issued for Construction 51" ----- ---------------------- I I .-,N = Hardwired/interconnected 3 4 =- 6'-0" 4'-112 ® '� 52" _ rn \� 12" T - i i smoke detector " �._1 11'-1"x8'-10"r.o. 9'-0" o �' I ;� 00 g8thfr1l. 1 -- W.I.C. Walk-In 4--82 �F n m I& x I 15 "x _ _ EF - ' i M 47 #1 52/ - a'';= ,, I Hardwired/interconnected M G 3 o I o I I ; o e `a m 1 I o_ H al I S.D.S2 I 51 5 " I I o carbon monoxide detector to be desi ned I Pant I -_ -_ - - -- - Tile Flr. 9 - —� _ W.I.C. `r 2 I I ;.,_i G 3 o i i ;� I " a - T=31_" Hall 2 rn a� O e1 I I I o0 10-1 cl lit. � S.D. 36 2 1 b others " o > I I 10-1 cl ht. 9 C.M. 10-1 clg.lit. , - G-3 1 I 0 4 EF - 0 floorin to N ,n _ shower - o i I Thermostat C " 10'-1"cl ht. s G-3 .-�, 109 , i " �, 18 deep (� / -------- --------- ---- Bathrm:- 2_I -----— ------\ • -- .. a _ 10'-8 counter floorin to Lbee selected 1 cl ht. g ,_,�, G_3 Tile Flr. o ! be selectedjbr9o9om"�0 --_--- - fi \ - -I 517, -M ;- 31" 51" shelves 51" 52" - line of balcony -- -- - � � " " 2 2 " 2 " " 1" above CIO. = v, ------ 7-0 -- -=4-10 10-11 6-5 26 3 472 NOTES o -------- O ,v �t 2 zn 52 13 _I e -- - = 3v i '`xv 18" 13'-1" " 222" 502" 5 26" _4" � " 10'-32" , G 3 19 - 1. See sheet G-2 for insulations specifications. No. Date Description 00 0 121 1 i�'al 1 _ To of Slab Mud c " 52 52 1,5 52 I P I w O 1 r,N " .-,c., 0 36 tall guard E 32" 14 122 I M down±18 Room railin to ------ r- Project �,�, " Y N o cod A5.3 ----- --' --- - 2. Install all smoke detectors throughout home as required by below subfloor = = 3 , �, _ 10'-1 clg.lit. °o v �, 2 ,i _ -: the 2020 RCNYS, sect. R314 and noted on sheet G-1. '-K.' " Tile Flr. L Foyer -I //'i G-3 ;/ `n 41" -_. _ : _ 3s" "' 52 N ' ' , - i 3. Install all carbon monoxide detectors throughout home as Proposed 0 1 6�-6 open to ��' Y g 123 EF a 1 above " 52" 124. _ 24'� 52" " 52" required by the 2020 RCNYS and noted on sheet G-1. " o Residence 48" 9-1 5-0 15-1 D ' / - Laundry; simYc = - i -- " , - : - 4. All dimensions are taken to rough framing O 0 36 tall guard ' ROOM I/' I Stud F 1 M railing to code o, _� o i 51" rolling I 10'-1" - ha per 10'-1"cl lit. i� 6'_p" I 19'-11" 2 F Powdel- v flooring to ba kets Tile Flr. 0 _ _ _ _- INTERIOR DETAIL NOTE For T automatic flooring to = - -_--; 1 1" " _ Room be selected - -- shut-off - 5 52 o be selected A 2 Tile Flr. �1o�T> ;;� w•m• _�, A See sheet G-3 for all typical interior details o I _ = tz n - A5.1 A5.1 I Z. ; dryer 124 I 1" 1" landing 1" ii ° 1" Fred I 52 EF f2 " , " 52 n ,' " 52 wentdry rto rN WINDOW/DOOR NOTE ' 25'-7" 78" 48 9 1 11 9-0 ext 108 52 i throu h wall = - _ NDonna See structural 105 r 107 - r window schedule. -- LO 103 - - - See sheet o I _ _ Fragola -- --- - plans 1 -_.-_ outdoor 1 r unit ' See -;- - 1 1775 Point Pleasant Road = 1 Two-Car I Frame these two walls-- -- --- - - STRUCTURAL PLAN NOTE r� o for ara e o i - with 2"x6"microllam g --- - -- - - A2.4 for 1 1 1 I - ---- --- -- -- - -- -- �---- .� 1 I Mattituck, NY 11952 Garage = I studs from first floor I I KV I I I . _subfloor to second floor : patio plan. See sheet A3 2 for all structural information Install heat detection rated for exterior b i plate(see structural plan) temperatures in garage to be installed I , ----- -- - -- - - -- ;-,--� Jurisdiction . - ----- ----- I o as per manufacturer's specifications I -- -- -= ----=---------- �— - INTERIOR DOOR SCHEDULE J _I Town of Southold GARAGE DRYWALL NOTE I _ _ __- ______________ ----------------- 03 ; I Size Remarks Install (1)layer of 5/8"type X ; Suffolk County 3 I gypsum wall board to all walls FIRST FLOOR 125 i and ceiling in garage. 3/4 hr.fire rated swing door Drawn B _ I I O 32"x96" y: = m with self closer to be selected E ±16-10 clg. I to 3 M.D. I height varies i `� m " " O 30 x96 swing door I I . � I 3 1 s o Checked By 1" l� 30"x96" elevator swing door r 1 a M.A.M. ° I, ----� 1 52 29'-1" �I 1 ® 36"x96" pocket door J31286.,',0- 1" i , , 126 Job No. I 1�5 36"x96" swing door 2412 Pro o s d First Floor- Plan © 28"x96" swing door Sheet Title lo 1 1 1 1 '1/4" = 1 '-O'• O 30"x96" swing door plan north o First' vloor Plan 18"x96" swing door LO i I I 1 1 O 30"x96" swing door 1 1 101 I I Y'JE 10 double 24"x96" double swing glass doors o i 15'-1" i " A5.3 1n M 52 I , 5 " " C 11 double 24 x96 double swing glass doors A5.2 .°,�, 12 32"x96" swing door 102 of window of door of window of door and of window of door " " Sheet Number and window of door and ridge above and study 13 30 x96 swing door #119 ridge above 40I-6" 2'-6" 7'-0" 7'-0" 8'-0" 8'-0" 18n 10'-6" 8'-112" 5'-6" 7'-62" 8'-0" 14 32"x96" pocket door RP " r n , n , n r 1" r 1" n n 18 7-0 14-0 16-0 26-52 15-62 15 30 x96 swing door 8'-6" 40 30'-0" 42'-0" PLAN KEY NOTES 65-51' Custom Shower with: 10'-0" 40 18'-11" 36'-61- -- -- --------------------- -Custom tempered glass enclosure. ❑ -Tile over thinset mortar over Schluter-Kerdi DS waterproofing 7 membrane over thin set mortar over Schluter-Kerdi pre-sloped V 6'-0' 4'-0' 9'-51- W-51' 19'-51- ----- ---------------------------------------------------------- r1D ----------------- shower tray over thinset mortar over plywood subfloor to be --------------------------------------------------------- -------------------- installed by manufactures specs or other approved waterproof c? C, of window of window C, of window and C, of window LO ridge above and loft and bedroom pan system(see detail'Von sheet G-3) Triple 2"x4"curb KA i c,--& h I ILL 1W = 'dl�C 2'10' -Secure the water supply riser from the shower valve to the shower head to the permanent structure. - ----------------------------------------------------------------------------------------------- -Shower to be equipped with pressure balance control valves. 13"xl 8" M -a C r n .--a ---------------------------------------- -------------------------------------------- T.C.flue i -Surround to be tile overt"cement board. -Shower seat(16"tall x 16"deep where shown on plans). ct Axch itE: V- --------------------------- ------ --------- ------------ ------ ----------- ------------ Free Standing Bathtub: 97 L Main Street Stony Brook NY 11790 --------------------------- --------- --- -------------- ---- 36"x72"to to be selected IC6 (2)36"wide x 24"deep x 36"tall vanity with 42"wide dressing counter with filler each side counter top to be selected by owner phone. 631 686-6585 email. MMacrina@MMArchitectAIA.com nD (1) 14"deep shelf set 68"above finished floor web. MMArchitectAIA.com 31: 0 • and metal rod set 2"below shelf _0 These ese plans are an instrument of service and are Ul) the exclusive property of the architect. 3NV 1Q, Infringements of the concepts and design ideas CDII CY) 0 (5) 14"deep wood shelves to be painted space shelves equally presented on these drawings shall be prosecuted X"pitch flat Bedroom 210 ❑nE to the fullest extent of the law. Copyright 2024: WEPDM L6 I I LO Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without 212 roof #2 OILL OC*4 nF 42"wide x 24"deep x 36"tall vanity with filler each side the expressed written consent of the architect. LO Lr) ❑ Counter top to be selected by owner. LO u �B I Vaulted clg.] flooring t 0 36"wide x 24"deep x 36"tall vanity with filler each side Drawing Status be selected Counter top to be selected by owner.L 51- �:1 E select 1 5 1 1 51 3 J __71 *00 (D 2 2,-, 24� C= V. - F I 1-r 0= 91-61 18'-0" 18-22 T 0 2 , LO 0 nc 51' 51 2 FLOOR PLAN LEGEND 00 M 0 6 E LO 00 Bedroom #3 W-U '0 �: I I I (D 213 _Ie E:9 U) Issued f of M -CD tub Loft 0 9'-1"c1g. ht.] PROPOSED ADDITION� 0 i a) a) 19'-1"c1g. Ft. flooring 0)C1. 51- 1" L_ J 5 �0 0� be selected %, i" 'r- co flooring to ❑ L" Construction 36"!111 00 NEW FRAMED WALLS 6'-3" be selected C14 a) LO _C3 0- 1 S.D. TALLER/LOWER WALL X — I I �we< or c ------- ---------------------------- ----------------- Tile Fir.] (refer to sections) ------------------------------------- --- ------ ----------- I lb 1 1 51 181" 151"1 31 0 51- 3 51- 2 2 32\ 0 .11 18" 2 —9'-2- 12'-01- 3-11 1" 18'-21'- ABOVE SUBFLOOR A.S.F. C14 FETF] g2 T S-10" -0 O 11 .9 C14 3 18" r Align 214 —K14 S.D. — Dates 0 SOFFIT ABOVE/WALL Toilet 2-" Baffirmi. #3 41 Co 206 CABINET ABOVE Snack 8130/24 Bid Set !Rooryi- C14 -J nE Bar W 10 W.I.C. S.D. Cn I/M 9/23/24 Issued for Construction EF 1, V') CU EXHAUST FAN (min. 100 cfm to be @) FE F] @) to be designed to vented to exterior) 1/14/25 Issued for Construction 6' 3C by others 4" 0 !Lenj 4" _J 20 CD 24 S.D. 10'-7" 7- 52 co do5N 1 10 Hardwired/interconnected or\ X 6' S 00 - cased opening I I �/ 1 3'-0" , - -�7 - ——————————---4Z smoke detector 0 -77 ___ � LO - 51" '51" s 2 ------- Bathrm�#5, --------------------- - V C.M. -2( 4 Am e Fir. __T] u') L0 Hardwired interconnected 51 S.D. 4'_81 carbon monoxide detector 2 S.D. C: I shower 4 C 2 .14 ca flooring to 1 4 77 Balconv "d- C.M. -3 (D C.M. EF Thermostat U) be selected G-3 9'-1 c1g. ht. Q lo K14 T co a -104 0 LO L0 L0 �9'-7 LO �12 36"tall guard W. --- ----- --- NOTES No. Date Description railing to code 2 ------ ------------------ -------------- to be design _T_ 1" 1___ I by othersi sloped--4 �R"- Project 5 5J' 1. See sheet G-2 for insulation specifications. S.D. ceiling 4 above I wall below 41" 5 V. 2. Install all smoke detectors throughout home as required by Proposed Aj-, Top of the 2020 RCNYS, sect. R314 and noted on sheet G-1. ------------ ------------ s t -,�W! 6e r�- �,,Fdormer plate 'ABedroom #4 D -------------------------- Attic I EResidence 8'-9Y2"A.S.F. 3. Install all carbon monoxide detectors throughout home as �2 A5.3 9'-1"cIg. ht. required by the 2020 RCNYS and noted on sheet G-1. C) flooring to 0 be selected Bathrm: 31: 4. All dimensions are taken to rough framing open to 1" #4 — E For below 52\ 0 4'-61 11 -82 2 INTERIOR DETAIL NOTE U LO LO Freddown 2R Vset this wall at— , See sheet G-3 for all typical interior details -IC"4FTile Fir. 9'-1 plate & Y^A (I a, landing (1 O"T) C14 C14 ---------- ------- Cn Iff Donna T T f WINDOW/DOOR NOTE 5 2 t2 13' 1 LO ---- ---------------- --- - ragola 4 See sheet G-3 for window schedule. 201 open LO shelves 1775 Point Pleasant Road Mattituck, NY 11952 STRUCTURAL PLAN NOTE Frame these two walls with 2"x6"microllarn studs Jurisdiction from first floor subfloor to See sheet A3.3 for all structural information. second floor plate(see structural plan) Town of Southold Aos to Suffolk County INTERIOR DOOR SCHEDULE - ------------ ------------------ - ------------------------- ----------------------------------- ------------ ---------------------------- Size Remarks Drawn By: SECOND FLOOR M.D. of window and of window and 30"x84" swing door i Checked By ridge above ridge above Building - Siding Paper M.A.M. 30"x84" swing door 0 90-0. —91-0. Job No. @) 32"x84" swing door N LO T 7'-51" 2412 ------------------ double 24"x84" double swing door 26'-51" 18'-0" 14'-51- -4'-61- 24'�o E.P.D.M. �AO 1 2 Sheet Ti Roofing 32"x84" swing door swing door Se`7 65-51" C Cf Fir. Plan 3/4- P.T. 30"x84" 10 Ply. ;� 1/ �s �o \��� O7 double 30"x84" double swing door Ripped Proposed Second Floor Plan 32"x84" swing door 2"x4'" P.T. Fur X_" 1/,4" -0.. Ing 30"x84" swing door ------------ - @) ---------------------------------------------------------- plan north Floor 30"x84" swing door -joist _A E 28"x84" swing door Sheet Number : ----------------------- ---------------- I I Detail of roof deck at wall ------------------ 12 32"x84" swing door IT 13 2 #3 r hhowe _ 7 8 L I Fc-711- C 02 1-1/2" 1 '-0" 2 24"x84" swing door 0 82'-0" 4'-4" 55'-4" 20'-8" 20" gn patio floor framing 4" patio floor framing 4" FLOOR PLAN LEGEND 16'-0" 38'-8" 20'-0" patio roof framing 5 " patio roof framing 51" D 15'-1" E 6"x6"P.T. posts to 19�_1" 2 6"x6"P.T. posts to PROPOSED ADDITION A5.3 5 " 51" be wrapped (typ.) be wrapped PP (typ.) - 6"x6"P.T. C 6"x6" P.T. posts to A5.3 =v _ posts to be be wrapped (typ.) ® --- -- --- -------------------------- =------ NEW FRAMED WALLS I A5.2 wrapped (typ.) 2 o = low beam above(see struc. plan)00 , / - - I z \ - _ --- ------------- ----------------- -- --- ----------------------''---- or NAi C refer to sections- - -- - -- ____7 low beam above(see struc_plan)------_ _ 2 2"thick L - i i °''= o' I 1 = o • --- down 1 R I - oo I I _ w oo~ bluestone pavers a� _. —__ -L I I ° - --- --a - o, ------ o I ---� I I I = o _I o to be selected I 1 °° ° _► io ABOVE SUBFLOOR A.S.F. M -ra c r' n o Covered �* N �� o ---Outdoor ► - -- ---I itED�o I concrete i_ . i @ Patio #3 1 1 o down 5" � _KltChen _ ' ' i__ ___T SOFFIT ABOVE/WALLlandin E � - °�= o I -- I /krCh Ct t` o I 9 I I° 2' thick n Q I I a a ---, : - - I ---o I I _ 1L _ = Covered I I CABINET ABOVE _ 1 _1 3 bluestone pavers Patio #2 o 1 10 to be selected ,� o m n n 97 L Main Street Stony Brook NY 11790 a o = 1 ,___ __ i i o, 2"thick 1 _ 13 x18 EXHAUST FAN(min. 100 cfm to be EF v down 5" ;:, i Uncovered - -_ 1 �' 1 bluestone pavers 32" I 1 I 10n T.C.flue vented to exterior) Patio I I = =O 0 =4• o to be selected M vt erx firebox : o" S.D. hone. 631 686-6585 i I - I Hardwired interconnected P ------------------------------ n ao a� i� oo"- 00 0 - 3 I I / line of - a 2 thick I - I > I g o co N I I chimney smoke detector email. MMacrina@MMArchitectAIA.com �+ bluestone pavers � - - I -0 1 I I I o o I above for see foundation o to be selected I co I masonry wood burning C.M. web. MMArchitectAIA.com I I E i a a fireplace to be constructed as reference = I =-r Hardwired/interconnected plan for cellar ----=N I Co I per Chapter 10 of the 2020 I + These plans are an instrument of service and are stair dimensions I 1 - 1 CNYS. Maintain all required carbon monoxide detector the exclusive re an instrument the architect. 1 I 1 3 i clearances to combustible 1 I Infringements of the concepts and design ideas 17-22" 3-0 --tt I ° I framing as per code. Consult 1 I Thermostat O presented on these drawings shall be prosecuted --__ - i i with client regarding flush or I I 33 • to the fullest extent of the law. Copyright 2024: Michael Macrina Architect, pc. All rights reserved, I I raised hearth. i B I down 5" I B no part of the plans may be reproduced without 0 I 1 = A5.2 __.___. ____�: I I I o I I o the expressed written consent of the architect. io I I _I I I A5.2 I --f ' ' 1 1 NOTES Drawing Status ---�-- - -- ---.----- down i 1 9 _ I--- � I 1 o1or 36"tan min. 1. See sheet G-2 for insulations specifications. handrail to code p I - - - - I I I 1 6"x6"P.T. - ----- - I 2. Install all smoke detectors throughout home as required by _ I I 4-4 posts to be 1 1 i 1 i wrapped o o , o the 2020 RCNYS, sect. R314 and noted on sheet G-1. Issued fo I I i o 36"tall min. -J ; ; 1 Owl g 0 3. Install all carbon monoxide detectors throughout home as flon IQ-I required by the 2020 RCNYS and noted on sheet G-1. Construm railing above O I I I 1 O E 1 0 0 foundation cap I 16 al o 'o = o to code Llanding a( ED �N 1 4. All dimensions are taken to rough framing II below m ° I ' I I I ccn OI I o - O 13N I I o N.2nes I Ovl I I =0 I 1 •n 1 I �KV , 1 II � 1 1 O �' I I I WINDOW/DOOR NOTE ------------ 1 11 1 -- ------------ I I I 1 I Dates I I o o I I I 2"thick x s" _� 1 1 I ' See sheet G-3 for window schedule. 8/30/24 Bid Set wide bluestone o I I 1 border I I 1 1 poss,tP.T bQ 9/23/24 Issued for Construction I I I wrapped) I LO 1/14/25 Issued for Construction - - I I I I (typ.) 1 -- ---�! i i i i 1 STRUCTURAL PLAN NOTE 1 I ------- See sheet A3 2 for all structural information ------ 1 ------ ---------------------------- o per 1 1 t fo t pitch I 1 T� I I 12" No. Date Description I I I 1 O Cn a - - -- alum.grate cover to be o ----------------------- ° ° �I I a n. - painted with a 36"x36" ! - - - ----_ N Project .down 5" I = access door that can be lattice wall "� removable from inside as per sect. R310.4 of the IRC Proposed 52 1 ------ _ 4--^y_ Residence A5.3 I ------ I i patio-goof framing,'- 1 I patio floor framing' 2 thick x 6 For .- - n n I 1 1 i i wide bluestone border - I j alum. rate cover to be g " Fred & painted with a 36 x36" access door that can be removable from inside as per sect. R310.4 of the IRC -- -_ -- Donna 11 A 1 ii A A5.1 ' i ri A5.1 Fra ola ° 1775 Point Pleasant Road I II 8n t0 -- 1 t Mattituck, NY 11952 cc a � 1= down 5 A/C nit A/C unit Jurisdiction i Covered _10 1 E Town of Southold - - -- Patio #1 E Suffolk County --- -- - - -- ----- 1 c 1 r o0 o rn I 6"x6"P.T. 2 thick - a °° i D `� i o 1 -----posts to be - bluestone pavers ---- _� -I-3 v I o 0 1 -- ---- -- -to be selected o 0 wrapped t 1 1 ------_ PP YP-=----- ------------- ---- ' ---� ----I rx�l Drawn By: ---- _ --_ 1 I - low beam above i ( plan) -- M.D. C_ -�iR�:r� EDA 1 �\ P4 A I -------= ---'- see step c. Ian ---- i i p oo Checked By: 'a step M.A.M. I i See structural 1 2"thick plan for 1 1 bluestone treads structural info. Job No. N 1 1 10'-0" 2412 1 steps center on door 1 52" 5J" Sheet Title t 1 1 center on door 8" Porch/P' do Plan 26'-51" _ patio roof framing i 27-12" patio floor framing � I I i/ Proposed Patio Plan 1/4-" — 1 '-O" Sheet Number plan north E I C A5.3Ik2 C A5.2 A5.3 A5.2 „ „ 80�-10" 1" r_ _ ___________� FOUNDATION PLAN LEGEND 18" 8'-0" 15'-22 19-7 36-62 ------------------- ---------------------------------------------------J r---------------------------------------- STRUCTURAL POST 1 1 min. (2)2x6 unless noted I I ' otherwise on plans I _____________________________ ___________________________________________________ __________________________—____________________-------J I I I I I I See sheet A3.1 for TECO = INSTALL SIMPSON STRONG ' ' TIE JOIST HANGER I ' patio foundation plan. 24- - M iI I J --- New Foundation Wall --------------- 1 On Footing _ o i - I o i ----- - ------------------- ---------� top of wall (0'-0") --------------- � � n' a I I ' I L------- ----------- -------- 17-11 I 1 1------ - --- - - - /krch itE-:� ct 16„ 6" , „ e � I 1 Lower Top of Wall --------------- I I • I I ' (see plan) t------` - ,•: . :....- --------------- 97 L M S S B 1 I ---- ---------------� ' I ain treet ton rook NY 11790 --------- 1 See sheet A3.1 for ' * * • ' N I I 1 1 I Dropped bottom of footing _ ' 1 ' , 1 patio foundation plan. iv phone. 631 686-6585 �� _I i email. MMacrina@MMArchitectAIA.com I ' i "�' 110" 1 I I I ' 1„ I ' 1" 24" „ ' I web. MMArchitectAIA.com B 1 33-12 I 1 17-62 17-0 B ' I 10" f 7" I These plans are an instrument of service and are ' I 1 2'-0 I New Poured Concrete A5.2 ' 1 I 1 ' I A5.2 the exclusive property of the architect. 'j 1 1 , „ „ 1 , Footing2 7'-5 8-1 8-1 24" _ , I Infringements these the concepts and design ideas I , post cv 1 presented on these drawings shall be prosecuted .� Q I " „ I -- I ' to the fullest extent of the law. Copyright 2024: 16 wide x 4 from 1 �. _ = r — — � I 1 I x 10"tal _ above I d o I I �_ ® Michael Macrina Architect, c. All ri hts reserved, cr) O , ______ _________ ____� L___ _____—______—____ _______________V----- I Detail Symbol no part of the Ions ma be re roduced without •- �Jeep beam pocket o r --- ----- - --- -- 1 , P Y P i , t0 , T• I (3)1 g"X11%"IVI ____ I , 2 2 the expressed written consent of the architect. �. low beam N 1 a.. . ------- -------------------------------- ------------------------------- - ------------- ' 1 1 I - post from I' d I I - - -- - --� 1 , Required Hold Down post '�' above i i � i i Location(see detail) ® Drawing Status J from a, I I Top of pier I coo 1 labove typical typical column and i typical down 10" 1 1 1 column and footing under post I column and 1 10" footing from above i footing I i „ 1 I i g I g I 69'-4" t0^ • 4 I 1 Post From Above I 2"x10"P.T. > i ' ' 1 1 ' Issued OIL X ' buck sides i v n island i I _ 1 i O i and top c ^ i above i m I i ' I i u, , d0 li6"I r- m u. c co , m I 3 Unfinished UTILITY SERVICE NOTE ' -- I N = � I I Construction ° N - ' °' °' Cellar I : I 1 ' I v _ rn I ' ' 1 General Contractor Shall Locate & Stake 00 11 I 11 0 O 1 0 I Y I , _ _ _ I _ 1` o ° Y I u_ m ±9'-11"clg. ht. � °' CO I ; „ ; I Out All Exist'g Utilities Prior to Any , � � _ � , , � - - -0 v � i ' 10 I i Excavation. The Utilities Shown on Plan To of Wall I m I I o = 0'-01, i F— o ; I ; are Approximate Locations Only. - of � „ � drop bottom I -_-__ I � o `� 60"x60"X24" 60"x60"x24" :a. � 4-8 1 p �- - --� N - to iv tall p.c.footing tall p.c.footing .� 8" I I l of footing 6" „ "I r `" with#5 at 7" with#5 at 7" as 4'-0" , I 8 wide x 4" along this 60 x60'x24 is oc each way oc each way 1 ' I _ _________ __� .::� I deepx 12" I wall = tall c.footing I y y , J i , NOTE TO FRAMER P g I r 1 Dates r I tall beam �i typical typical with#5 at 7" , pocket , colun and column ±6" oc each way ±6" i ' 14" I i Bid Set „ „ „ „ I 1 , i 8/30/24 1 ff 17--------1 �_ J footing 15-9 14-4 8-11 5-8 , 1 , , , I " „ „ „ - Framer to coordinate all toilet, tub and shower 9/23/24 Issued for Construction 1 1 1 118 6'-8 —�-8'-6 8-6 8'-0„ lower footing ' r 4 r post from beam pocket i drain locations and not place any floor joists in ,—typical below elevator it post from above 8 wide�4 , 1/14/25 Issued for Construction c3� - E' r- --------- �- - -- P above deep x 12 tall I I , those locations to allow enough space for ' 'o„ m 1 HHUS5.50/10 (3)13/"x 14"Ivl column and 4"x4"x3/"HSS t W14x38 (3)1%4"x 14"Ivl f I I 1 , I l window I X han er ; low girder footing s ' + f 1 1 , plumber to make their connection. i I _ 9 _ _ 9 _ _ _ } column for three ., gird = I �, 1 I well I E _ _ _ _ _ low beam see _ low er „ I 1 I I J H�Zo \O I I s " �� locations _' etail'12'on r, r---- � -, ,shower , (2)1/4 x14 Ivl sht.A3.7) I I I ' typical I 1„ '�- I above O I rld flush beam post from (±30"length) ical I i i column and , , L--__ -00 = 1 I I 10-8- -� I o x. " above , 1 1 _ , typ , footing 1 1 , ' ladder I :r: �__ 4 I I i Recess slab s = r column I 1 1 1 Top of Foundation Datum I L _J ' ' y 14 TJI F.J. E (2)1%4^x14"Ivl N I shower I �\ toilet , , 8"wide x 4" I I 0 for future �, � rn I above I - above1 1 I 1 5-4- deepx 12"tall I ' ' , 1 elevator it , 1„ at 16"oc c s under wall I 0 I 1 i r---- 30-0-" 4-8 (teco to flush I 2 13 "x14"Ivl °' above M I' 1 „1 1 „ , 1 _ _ beam poc e 2 see specs. 2 I ( ) /4 0 „ " " I I 10 4 0� 0" (Datum) el 27.0 oo - --------- --- ': 1 1„ beam I S 1 4 x4 x0/ HSS 1 = To of Wall I , = 7'-0" 5-3" 20-92 I _ -_ ) - header-- o w 44-32" - D m / c co umn or 1 1 1 o down 4" 10"1 0 1 (2)1%4"x14"Ivl post from 1 �11 4"x4"x3/8"HSS '- p impost from three locations i I 8'_6 I i j �' flush header �N l above m ; i column for v 0 1 1 4 , L___ _� L____ General Contractor to field verify if an 4_g 18 L-- ----------- '1 r -------------—- - - ----- 1 11 three locations ., , above L______J i i adjustment is to be made to the top of m m11 m v 1 i No. Date Description - > - -- ---J = rain io I 7" " m o r- ___ r_ foundation elevation to provide proper drainage o _ _ _ _ x14 PSL_ _ m I , :.. = L --- -------- ----, 1 L o 1 ---- -- --- --------------- ---------- - ----- l ,�_ I' - - m (� A&— —® I = pitch around foundation. Project . flush beam i o 0 0 1 I '— - I o o I > >I j o N ay 1= 2 I 2 -a,' To of Wall I `ro ' i Top of Wall , ,. I _ = I typical E N a 3 14 „ , I it , , column and as I I 00 n 0'_0" I 1 io = 1 , 0'-0 footing IC81 1— O j� ' I I ' 9 typ _ -� ._ I I Proposed I II I ,; \ column and2 I I 2 ^ I :; I ; i i footing a,1 I Foundation Detail Note I I I i� M 1 Residence o i 5'-3" 1 19'-11" ' ' 7'-5" ' S ' a J ' D 10" toilet 2 ' I IT I 17'-102 15'-10�" 1 window 1 See sheet A3.7 for all 1 F.:' , 10 , 1 , stair Tough , 4 I I well above O In 11 Y I , I I A5.3 I _ p g , 6 E I m foundation plan details. 1 , I 9" ' I I O" m I >I = rn rn /E_� m m > o= �� — E c — � — � I I I I I 1 , p I �tllca j o 'c o co �,m I I I I r- m N I 1 I - m 1 1 To of Wall For 1 .::•. ------ - - I E �-- x W o -- a A5.3 � x - 2"x10" P.T. 1 1 P II - I was E `er o i / 1 1 j o o o 3 I buck all 4 sides , down 4" FOUNDATION NOTES I ' 6' 1" 19'-11" I C° 1 NI o c°� N 1 ' _ 2 ' I I `� r ..,? „ I 2 I :. L ladder J I M 3 I i 3 /10 I 1„ II 10" 1 I • p _ ouble All Floor Joists Under Parallel Fred Vc A 1 i-� 10" ' I 28'-9" 14'-8- • . 1 I , 2 — ----------- --------- -----------------I = �.. . ------- - a Walls Above Unless Noted Otherwise. =E A5.1 1 , M m r i N A5.1 o , 11 (2)1 "x14"Iv I I � _ -'• 1 1 Top n Wall I 0 1 I I i .ycv I `• ----------------- ---- ---------- •Utilize Steel Shims OnlyUnder All Girders. Donna i 1 rn 4 I L------ flush header `� 1 --- `• .:. o down 24" I - 3 1 ---------�-___ �--- f------------------- ------------ ----- --� "� Top of Wall j _ ::. o 0 3.7 I ------ 0,_0„ - --- N •' I I I I I I • Wrap all wood girders that sit in a beam L ---- _ _ _ __ _/ - 1- - I� Fragola__________ _______ _ _ ___ ________ ___ __ _________ I A/c unit I I ac unit I I A/c unit I ocket or on a ier with ice & watershield I E 1 Top of slab .4- o o _ j To of Wall i i I above I i above i i above i g" P P ' I 1 ' seat down 2" -- I I L---___J L---_--J L____--J 44" soft flashing to prevent direct contact with 1775 Point Pleasant Road r 1 0'-0^ 1 1 I 25-2 1" I concrete. 2 3-12" ' ;•. 1 12'-4" 20 12-52" -A/C-�n�t�� 14,110" �, ; 2 Mattituck, NY 11952 I I rL above Jj110" install ice and water— Jurisdiction • See sheet A3.7 for all foundation plan GARAGE SLAB ' U nexcavated shield underlayment i� I I P Jurisdiction 1 , , details ands specifications. i over plywood sheathing , 1 prior to pouring slab 7 1 1 8" I 1 4"Thick Poured Concrete Slab 1 I 119 ' I Town of Southold 1 I , (3,500 psi)w/6x6#10 Welded I , 26'-52„ _ , , Concrete Header Schedule. 1 I 1 i Wire Mesh Lapped min. of one '� I -------oo --___-_____ 1 I --------------------------------------------- I Suffolk Count full mesh& wired together at I `- y 48"oc over 4"thick base I : ;, I 10"wide x 18"tall header with (2)#5 rebars 1 I course consisting of clean I 1 gravel,or crushed stone. I r---------------� r------------ -------, r------------------------ sand, L-� at top&bottom with#3 stirrups at 6"oc. ' I Pitch Slab Toward Doors a I I I 1 1 Top of Wall i 1 t �I Extend top&bottom rebar a minimum of 12" JI 1 1 I c� Drawn B ® each side of bearing. y' . , min. of 1/8"per foot. , 1 _® 9 1 down 2" i I 7 g- . , cv I I 1 I M.D. I Approx.slab area=995 s.f. N 1 1 l 1 J slope top of cheek -' 8 8" 04 I „ walls for steps N P CELLAR SLAB NOTE Checked By: ! k g N To of Wall I 1 r ..-: 'I „ „ _ - 1 1 7-0 8-8 9-5 " o 0'-0" 1 I _ UNEXCAVATED NOTE M.A.M. 1 , , Zo 1 M m 4 thick poured concrete slab (3,500 psi)with ' 1 I I o Fill and tam In 6" lifts for 4" thick Job No. 1 , pitch , , p 6x6#W4.0/W4.0 welded wire mesh lapped a 3 E poured concrete reinforced slab with min. of one full mesh and wired together at 48" 2412 ' 28,_4„ Q-�mo 3.7 A5.3 #4 at 12"oc�each way, over clean sand oc, installed with 'Haala' SM100 mesh chairs 3 over 4 (3/4 ) crushed bluestone, all (optional) over Stego Wrap vapor barrier over Sheet Title 10" I i i E compacted to 95% relative density. 6"thick layer of %" crushed bluestone. 14'-0" 14'-4" r Found tion Plan 110" Install a 1/2" Premolded Expansion Joint at Perimeter. I ; Top of Wall Proposed Foundation Plan (slab area = a rox. 2,802 s.f. 3 Top of Wall 0,_0„ PP ) 1 I down 24" I 1 ' L--------- -- -1/4" = 1 .-0.. 1 I 1 plan north ---- ---------F ---------------- ---1: ' 10" o Top of Wall I 113 o down 24" ___ I =: ' 27'-12" 14'-102" TYP. COLUMN & FOOTING L-------- ---------- J 3 1 --------- - I c I I HSS 3%2' dia. x%4" Steel Column on 42"x42"x18" Sheet Number A5.2 L --- ------- ------------------------- --- -� tall (unless noted otherwise on plan) Poured 21" 21" 21' 3 21" Concrete Footing w/#4 rebars at Toc E.W. 10-6"m.o. 12-6 m.o. 18" 7'-0" 14'-0" 16'-0" 26'-5 15'-6 " (see details sheet A3.7) 2 � . ® , 80'-6" FOUNDATION PLAN LEGEND STRUCTURAL POST Ell min. (2)2x6 unless noted otherwise on plans TECO = INSTALL SIMPSON STRONG TIE JOIST HANGER M i I New Foundation Wall --------------- On Footing _ 7•. .- UNEXCAVATED NOTE top of wall (0'-0") --------------- Moa r n a Fill and tamp in 6" lifts for a 4" thick Lower Top of Wall Ykir-ch itE: C t poured concrete reinforced slab with (see plan) --------------- ° c #4 at 12"oc each way, over clean sand 97 L Main Street Stony Brook NY 11790 A5.3 A5.2 over 4" (3/4') crushed bluestone, all compacted to 95% relative density. Dropped bottom of footing phone. 631 686-6585 email. MMacrina@MMArchitectAIA.com 82'-0" web. MMArchitectAIA.com 4'-4" 55'-4" 20'-8" 20" New Poured Concrete These plans are an instrument of service and are Footing the exclusive property of the architect. 3'-6" Infringements of the concepts and design ideas presented on these drawings shall be prosecuted 10 7 II Top of Wall 7 TO of Wall to the fullest extent of the law. Copyright 2024: 0o down 2 _� Michael Macrino Architect, pc. All rights reserved, r „ down 2" Detail Symbol no part of the plans may be reproduced without 2 the expressed written consent of the architect. N °D oO 0D 0 I II Required Hold Down- --------------- ------------ -- r------------� ---- ------------------------ ---- - ------- Location see detail) 1 N l Drawing Status I 1 -------------------------- ---------------- ---------- ---- ---------------- --------------- - -i 7 ® 51„ I 18 r I concrete 1 r----- — — ---------------------------------------- — — — I landing 1 15-22 19'-7" 19'-101" \ 18'-102" 120" Post From Above 1%� I a I above , d 8„ oo i m To of Wall I i i 8" 7 d Top of slab seat = r down 18" I I 1 - I x down 2" 'n 1 C. rL— - ----J ao I r ----- ----------------------- --------------- -, - L-- CAD Top of slab seat _ I1 , r Issued fo I� 8" down 2" M 1 •.. , 1 ______ I , , UTILITY SERVICE NOTE r---- -i ' 15'-21" --_ ------------------------------� 1 haunch slab haunch slab , , • 1 +---z - o I I I 12" tall footing I 1 2 -------- --- --4 J ' „ I I ,, onto each _ onto each I I Consti, U C 1.1 O n ----- - ------------- 6 1 I r 1 1 under fireplace I 1 sonatube sonatube General Contractor hall Locate &� 1 I p take ^ I I 1 I t All Exist'g Utilities Prior to00 Any 1 I I e Ou compacted clean ________________________ I I _I _1 1 1 Excavation. The Utilities Shown on Plan sand under stair I 1------ 1 �.. r--- I I ' 8" ' LO i 10„ are Approximate Locations Only. 1 ' 1 ' r 24" sonatube to ' '-r------- t � I I o 1 I _ .;a i ; N 24" sonatube to 24" sonatube to support slab ' ' ------- o footing below I ' ; support slab support slab - -- -' rB 6" ; „ Foundation Detail Note Dates : 4 1„ 1 I B 8/30/24 Bid Set see concrete i 39—102 ' 20" A5.2 stair details 1 1 1 I I Ln 1 9/23/24 Issued for Construction r (sht.A3.7) I I '� i i Top 6 slab seat I , 8" See sheet A3.7 for all 1/14/25 Issued for Construction N �'. I I , _ r------1 r ' N " handrail I r--- --------- - ------------------ - 1 foundation plan details. , ° I I , 1 -- — -------J L---------------- --- ---------------------- 1 N 36 tall han to code i I I 1 - - ---�-- - -�- - - -�—- - - I i 1 II v I ,:. I ---------------- ---- ------------------------------------------------------- ---- ------- — I i 1 To of Wall I 1 I o c o co 1 I down 4" Q0 ' ' ' ' ' To of Wall 50 gallon drywells 1 , = stacked below slab ' 1 _ ' ' p ' 1 0 1 1 down 2" oO 'NDS'Flo-well or O �_1 Al I equal over 2' min. of I I , ' ' ' t ' 14"' ��• ' N 1 i No. Date Description ggravel and a min.of , own 6" ► 1 12"of gravel on sides I 1 Al 1 i 7 i 7 1 ' —® Project 1 = -11 _ i 11 See sheet A3.0 for I - Proposed 1 1 I 6'-2" ± r - - - - - bottom Lpatio foundation plan. . , of footing 6' Residence 1 along this _ wall 1 ao r ---------- -- I 1 r- 1 1 ir--------I r---� „; i „ ; 1 „ For 1 u 1 I 10 I 14 i 8 I , 40" i 1 o � � I I window I 1 I i I i ii well E — — — — — ——f— — — — � — — — — — — —--EF—— — — — — — — — — (I'Y1V 24" Fred & I II I I I I IIII ; I 1 ; L--- , r 11 jL ladder -i �___I Donna /� Ir----� I I--------- 1 9 Fra r ' Ii i ' I 00 I 1 "� E _ 1775 Point Pleasant Road 18 L--------------- -� r--------------------------------------------------------1 Mattituck, NY 11952 r------� r----� L———————————————— 1 1 • --------------------------------------------- --� , I r— —, Jurisdiction Town of Southold D 1 •. 1 I _ ' I .' 1 I I ' A5.3 I I 1 ; 1 1 . ,N _ Suffolk County 1 i i : I window i I i M I I well I ' 0 1 _ '. .y' L___________J Drawn By: M.D. r---------------- I I I 1 1 I I 1 j j 05 4 I 1 1 I Checked By: I q 1 I , , 1 �• i i i j � ladder See sheet A3.0 for M.A.M. XX A I 1 I I I I _ J A Job No. 1 1 patio house plan. I ------------------- r------- o A5.1 1 II i I I r-------------------- —� I N� I I 1 i i i i N A5.1 2412 / I I , IL_______________-_________ _----------_---_--_______---_-_________________- ------------------------------------- J Sheet Title 1 1 I ( r 1 r n r n 1 I L______-, ;.. - i I A/C unit I I A/C unit I I A/C unit I I r----------------------------- I above 1 1 above I 1 above I " Patio Foundation I . I 1 1 -----� I I I I I I I I C E A5.2 A5.3 Proposed Patio Foundation Plan Sheet Number: plan north D 2"x8"outriggers LEGEND 6"x6"P.T. post 6"x6"P.T. post at 16"oc teco at 16"oc T(Ycol to be wrapped to be wrapped to double C.J. to double C.J. 6"x6"P.T.__ 6"x6"P.T.post -------------------------------- A5.3 post to be 2"x8"outriggers to be wrapped 'Simpson'Column Cap 'Simpson'Column Cap Indicates Bearing Wall wrapped (3)1Y4"x 9Y4"IvI low beam (2)1%"x 9X4"IvI with(2)Y2"x 9" ECCLL 1 ECCLR = Indicates Interior ® wo steel flitch plate low beam 1 W1 4Y4" W1 =4%" Plywood Sheathing E -—-—-—-- W2 5YF" W2=5%" __J--- --- ---------------------- --- ----- i Indicates Structural Post cu W3 4Y4" 1 W3=43/4" 2"xl 0"C.J. H1 =9" (3)lY4"x 9%4"IvI H1 =9" i M i low beam (32�xlS" H2 9. a &7 Above subfloor A.S.F.t 16"oc(20'length) H2 9" n (3)2"x6"post to frid. TECO install Simpson Strong tie joist hanger 0 down to fnd. r n -ra oil (3)1Y4"x16"IvI header post ow M (4)2"x6' Covered bo X — 00 0 X (4)2"x6" 16 bo Patio #3 - down to post x;E X E I:i-- \j' ( C14 0`11 1 1 C C14 post down Arch tact _CI to frid. E (D 0 ?: 0 0) (3)1 Y4"xl I Y8"Ivf header 0 971-Main Street Stony Brook NY 11790 -5; (D a) (D - ------------------------------- I M 0 (4)2"x6"post I a) 11 1 75;1 Covered 0 PLATE bo U) r5 down to fnd.----- Uncovered (3)2"x6" (3)2NIS" X 0 0 t Patio Patio #2 PO down - -6585 post down phone. 631 686 - (0 o X t- to fnd. to frid. X TWO 16d email. MMacrina@MMArchitectAIA.com 0 X C:)� ! = — web. MMArchitectAIA.com X — - — - — - - Bedroom #1 1%"x9X2"IvI ledger secured to ------- —-—-—- - These plans are an instrument of service and are ---—--- wall with%"bolts staggered (3)1 Y4"xl 4"lvl flush beam under wall above B the exclusive property of the architect. �B 10'-1 c1g. top and bottom "'�J3)2"x6"post 6"x6"P.T.post own to beam to be wrapped Infringements of the concepts and design ideas (4)2"x6"post 16d 12"O.C. presented on these drawings shall be prosecuted \V2 below -2 14"TJ 1-360 F.J. down to fird. secure post to wall studs with 1 to the fullest extent of the low. Copyright 2024: 17 2"x1O"C.J.at 16"oc 17'-0" Y4' dia.x 7Y2"long ledger locks TO SPACER Michael Macrino Architect, pc. All rights reserved, at 16"oc(20'length) center with door opening STUD no part of the plans may be reproduced without (16'length)(teco to ledger) at 24"oc vertically f post of post STAGGERED the expressed written consent of the architect. W1 6x3l header(center with stud w3II) -------- (3)13/4"xl 4"IvI flush beam under wall above (3)1%"xl 4"IvI flush beam under wall above set steel to underside of double top plate (3)1 Y4"xl 6"IvI header Pos BLOCKING X6' -—-—-—-- 1 (4)2- t___� (2)6"x6" 7 down tolDrawing Status line of (4)2"x6"post HU416 (4)2"x6"post P.T. posts to down beam hanger down beam (4)2"x6" (4)2"x6" be wrapped second 11 (D below jack _0 floor above below � _ I ! i Y2"steel base plate secured to M 4"x4"x X"HSS (D I E post on a fnd with (2)%"bolts cc 4"x4"x Y4"HSS post on a 5"xl jack Trim top of beam to a) align with top of roof 5"x1 2"x Y�"steel C) > ate 14"TJI-360 F.J. rafters as required 2"x1O"C.J. rZ 0 base E ----------- (2)13/4"x14"IvI at 16"oc '61 ".0 secured to frid. at 16"oc 2 co E C6 header SHOE W I i to header) (teco to flush (-> cu with(2)%"bolts (6'length)(teco Is sued fOl beam) > -01 ---------- 0 0 C) D X xll = COnstruction "Z -5 U) install Y2" N 3: 2 i 0 4of typical exte-ric3r Oil - 0 pywood al ng 0 = 1 i 0) A > 1 Detail partition intersection all - Living E'' 0 �?�il 1.- 0 this w Zt (0 X-0 E CD (2)2"x6"post Den coo (1) !- Q) each side )<_0 I I L" 'L I co C141 not tc:) !scalt- "x1O"hdr. Room _2 2"x8"C.J. C? E"L En Cn 10'-1 c1g. hF1 0 F_ 0 at 16"oc 0 10'-1 cIg. ht. (3)1Y4"x9Y2"Ivl (3)2"x 10"1 (4'length) header / i "Kitchen Dates 6"x6"P.T. DRYWALL NAILER 10'-1 clg. ht� post to be ONE 16d wrapped TO FILLER 8/30/24 Bid Set Hall j � I I_�� 2"x6"timberstrand III 10'-1 c1g.it:1 studs on these 14"TJI-360 F.J. at 16"oc I (2)1Y4"x14"IvI post from (6'length)(teco to header) header NAILER toilet two cabinet walls E above above 9/23/24 Issued for Construction (2)2"x6" 1/14/25 Issued for Construction Jack -x6-jack �3)2"xiB"post 1 3: (2)2"x6" ------------ - (3)2 CD Bathrm. #1 lt�i I I I I 1 0 post each r down to beam own to beam �2 i (3 (3)2"x6"jack -5 16d de )2"x6"post below (3)21.XI6"post down r------i -8 side -/ - -- 7��I_ below t 1 04 D 10 i , - / -�J' down to beam shower STAGGERED L J o beam below C:, 12"O.C. I cl ht. IT ill (3)1Y4"x1 1Y8"IvI hdr. above 5- ------- --------------- below (3)1%N16"IvI header___ 3I VERTICAL 0 ----------- -------------------- b l�!� shower I:L 3. 0 —:�- r LL drain above 7 9- E i I O!:� 4 co 14"TJI F.J. 0 ILO Co a) at 16"oc teco to C"ll co Co W.1.C. Walk-in Hall (D �15J >1 Hall L r- flush beam ------- lines U) 1;' ca (2)2"x6l -1"cIg. ht. post 0 0 Pantry =3 110' ; ! 1 -0 110'-1 c1g. ht] toilet-jack ksecond 10'-1" - I I I m i;!; I 7 from 0 floorlbove -5 (3)2"x6" (3)2"x6" 0 1 10d TOE- F10—'-l-clg. ht. - W.I.0 above above 03 co m post from I I NAILED post from i: L i C) above (2)13/4"xl 4"IvI r above ' ' I ?< I i I I -. -—- — '<_J -a) post —L i - i TO SOLE 10'-8 above Bathrm. #2 r SHOE No. Date Description 4 -5 line of second c1g. ht.' �z 7'....oi- fine of line o (2)1:Y4"x9X2 jlvl second floor E floor above —6x6"P.T. � � � � (a floorabove m (�)13 flush beam 4 T post to be Project X (3)2"x6 10 wrapped (3)2"x1O"hdr. 0 w beam "D C a) install Y2" Foye post r (2)1Y4"x14"IvI I pywood C) 2"XI0"C.J. install X" along this Propose d 11; at 16' c pywood along flush beam open to A5.3 LL: 01 this wall above T W cl) C14 (0 0 0 7 LL -0 exterior 76) C) - a) 1 (0 N = > > D eta i I of tylp"-c-orner post wall D Cn �O Residence M d C) _L - M M D I cu D I 0 0 CID co 0 1- 1 _0 C11) C\1 r shower 36- 2 0 (0 n C:)t to scale Room rz; - ?. 2 _V.3 P 0 t above ;;t (.0 110'-8 101-11, 0 C) ------ (D ( `m X c g. ht.1 Frame these two X c t. 4 (D Study -z� X walls with 2"x6" C14 0 1:3 toilet 110'-l"cl For I — E microllam studs from E E I above Lau d ry L _0 > ,-6-1.ba/r i second floor plate 0 4 first floor subfloor to CU a) �111 'D Rol (D (2)2"x6" E line of second !'T 0 Jack 14E.: floorabove Powder X contractor to a) line of Fred & _0 0 :;1. 1 1 1 1 SOLID cc Room (0 second A— - I consult with client a) ! /� 2"x1O"C.J. N BLOCKING A� i '? floor above (2)2"x6" 1�A for exact locations at 16 oc(24' length) - _C; leg. ht. jack prior to drywall P 0 Don na set bot.of C.J.at 3'-5Y4" c1g. ht. /X post 10 installation above sec.floor subfloor 7/_�7�_ .1 in (3)13/4"xl 1Y8"lvI header '4 cu above toilet 2"xlO* �--(2)2"x6" I paper k BLOCKING F ragola Jack 0�/_/IZZZ�1/0 holder 3)1Y4"XW2 -----4---- (3)2"xlO"header (3)1:Y4"x9X2"IvI hdr. 6"x6" T. post toibe Lapped (2)2"x6" C4 i secure post to wall studs with 1775 Point Pleasant Road Jack Ell I - I I Mattituck NY 11952 (2)2"x6" (2)2"x6" Co I I 0 Y4"dial x 7Y2".Iong ledger.locks; Jack jack �10 at 24"oc vertically .2 -0 XZo C Jurisdiction . ,____; � Covered Typical Bathroom Two Car &41 16 zo Patio #1 Garage Blocking Heights Town of Southold (2)2"x6" 4� 1/2" 1 .-0.. Suffolk County Jack continuous(3)1Y4"x 9Y4"lvI low beam(28'length) ---------------------------------- --------------- ---------- —Simpson HUC610 -—-—-—-—-—- concealed flange -------------------------------- - --- hanger D BLOCKING NOTE: Drawn By: A co -A 2"x1 0"C.J. 6"x6"P.T. post 6"x6"P.T. post at 16"oc(24'length) to be wrapped M.D. to be wrapped Blocking to be provided by Carpenters secure post to wall set bot.of C.J. at 3'-5Y4" in the followinq to above sec.floor subfloor (2)2"x6" studs with Y4"dia.x toilet paper holders Checked By- Jack 7Y2"long ledger locks towel bars X I I I M.A.M. at 24"oc vertically shower doors S tub doors E Job No. i W pedestal sinks Co shower grab bars (3)2"x1 0"under gable wall i W 2412 Z '1`49 (2)2"x6" Jack/ Sheet Title j; � Proposed First Floor Structural Plan 1/2" dia Machine NOTE TO FRAMER First I r -1/4" i CV) plan north rcl, •2'-0' Bolts T Structural Plan Framer to coordinate all toilet, tub and shower (2)2"x6" drain locations and not place any floor joists in jack those locations to allow enough space for plumber to make their connection. 2"x:10"C.J. (3)13/4"x14"IvI header —I i Steel to be pointed all sides at 16"oc(10'length)set i iv (2)2"x6" (2)2"x6" bot. of C.J. at 3'-5Y4' _O" with a rust preventor prior Sheet Number : jack jack above sec.floor subfloor to beam assembly 'n ost�_d. r >1 �777_ 7" (3)2'x6" ost�own to fnd 77ZI XV, 2"x (3)1Y4"x14"IvI header Detail of typical flitch beam -E3sE;e!r'nb1y Im" C (2)2"x6" (2)2"x6" Jack jack Not tc> D C LEGEND - - - - Indicates Bearing Wall TT_7TI17_T717-_= Indicates Interior •• ® s• •.. �. \. - -- - - - - - - - - - - Plywood oo Sheathing - - - - - - - - - - -- -- Indicates Structural Post - - - - --- - I �' i I Above Subfloor A.S.F. KA ich I i TECO=install Simpson Strong tie joist hanger c r n a I Arch itect is - - - --- -- - --- - ------ -- ---- - -- ------------------ ----------- ! __ ' ,/ , 97 L Main Street Stony Brook NY 11790 `----------------- PLATE phone. 631 686-6585 TWO\ 16d email. MMacrina@MMArchitectAIA.com I (3)13/"x11%8'Ivl header � � � i web. MMArchitectAlA.com ----------_----- -- =fir ---------------------=------ These plans are an instrument of service and are I � the exclusive property of the architect. B (3)2"x6 { (3)2"X6" i� B Infringements of the concepts and design ideas A5.2 jack jack ( A5.2 16d 12"O.C. presented on these drawings shall be prosecuted I TO SPACER to the fullest extent of the law. Copyright 2024: ' ,tit STUD Michael Macrina Architect, pc. All rights reserved, j no part of the plans may be reproduced without the expressed written consent of the architect. (2)2"x6" ; (2)2"x6" STAGGERED p Bedroom #2 jack 13 » jack (3)1%4'x9%2"IVI header { =' + (3)1%4"x113/"Ivl header i (3) /4 x11/ Ivl header Vaulted cl BLOCKING ' e�I � Drawing Status ---(2)2"x6" (2)2"x6 i (3)2»x6» (3)2"x6» L jack jack {jack ------lack ja ja m ! , i m o c l M CU i I t0 Q I I I � cw j islopedis o 2"x1 O"C.J. co l 1 iv ceiling ; at 16"oc o �, ! SHOE IssueU. for a, (10'length) o Bedroom #3 °ice I ■ sloped 9'-1"clg. ht. Construc�'I n { ceiling Detail partition intersection of typical exterior Loft ,� chimney walls fromnot to scale -? top of wall plate - - - - - ----------- -- - - - i-� N U 9'-1"clg. ht. open above through roof to top U "v � o f - - - - - o ; i o for chimney o chimney o a� - - Xo L Xa (( xi! Xa m ----- NCD� {t i ! (3)2"x6" (3)2"x6" N m N post post DRYWALL NAILER Dates CIO 7� Co �� t - — I (3)2"x10"header + (3)2"x10"hdr. I I ONE 16d Toilet - - I o TO FILLER 8/30/24 Bid Set ----J ; \ N' Room Bathrm. - - - v { N NAILER 9/23/24 Issued for Construction ' p 9'-1"cl hta » » M (from6iage t g 2 x10 C.J. _ - ( at 16"oc i (2)2"x10"hdr. 1/14/25 Issued for Construction �4 C� above » (10'length) I " 16d --- -----__-_: � `� ( po t6 » » ( post 10 hdr. i;; i `�� STAGGERED --- ---- --- (2)2»X 1 --- - I- - -___ ----- - �j o ----_-- --_-----_-----_---- it ) o VERTICAL i I o v _-- - - -- - - -- -- ------------- ---- �+ (3)1 4 x 11 4 Ivl header � � 12"O C ' � Bathrm. #5 L _ o ;i'i' 9'-1"clg. ht. x (V i 2"x6 post B Balcony (3 2 x6 post (3)2'x6"post ! N g O » ) » » , 9 1 cl ht. , �_ i down t - down t down t L - n o 9' 1"clg. ht. n o n o i ' / below beam below beam below i / " t-- - - i �i!; 1 I��� ; L� o ! 10d TOE- beam s » (3)2 x10"header NAILED ( - -- _ --- - - - --- - -- ---- _ TO SOLE 3)1/ x 11/"Ivl flush beam 1Tl- 3 2'x10"hdr. i O { -__=_- { \ SHOE No. Date Description { - 2"x ;---------\- open to E �I - -- II - (from above { � I ----- - ----- - - a>--- - - -- -- - - -- - - - --- - \ W. i oo Project i below A5 3 t, . i too {t - 1 \� Attic sloped M Proposed i cog. ;; sloped j \,,' Wall Plate ht. ------ ---- 9'-1"A.S.F. I ceiling of typical i -- \\ E Bedroom #4 g Dormer Detail e Residence �I 9' 1"clg xterior corner post p Wall Plate ht. Wall Plate ht. Wall Plate ht. - - - . ht. { ±8'_g/2n not to scale V-3 I ( 3'-5Y"A.S.F. T-O"A.S.F. A.S.F. Frame these two walls with 2"x6" _'I 2"x10"C.J. ) For microllam studs from �f ( length) f ; j t at 16"oc 20 len th - first floor subfloor to i L r (teco to flush beam) i - I; second floor plate x t - - _ Bathrm. - Fred & ' contractor to 2"x1O"C.J. !�^ j I 2"x10"C.J. SOLID WOOD consult with client ply j at 16"oc(18'length) L_ ( BLOCKING A i L at 16"oc(16'length) j\ A for exact locations Donna (teco to flush beam) 9'-1"cl ht. t---------- A5.1 i i A5.1 - prior to drywall j installation Wall Plate ht. 2 2"x6" 2 2"x6" - - - -- t j +8"A.S.F. i ( tack ( a k �(3)2"x10"header ___� _-' (2)2 x6 " -______ toilet 2"xlO" Fragola - -- paper jack jack holder BLOCKING �{ (3)1 a"x 9%Z'Ivl header (3)2"x6"post \ N 1775 Point Pleasant Road \� down to \ � � Mattituck, NY 11952 ( � � beam bebw i i Typical Bathroom Jurisdiction 1 Blocking Heights \ � � Town of Southold \ ' 1/2•• _ •-o•• Suffolk Count t l ---------- r- _ _ BLOCKING NOTE: Drawn By: " .rp G� (2)2"x6"-{ Blocking to be provided by Carpenters M.D. �� l jack I in the following locations toilet paper holders Checked By: N I E towel bars M.A.M. I = shower t b doors doors Job No. /OQ 2 l / (, I pedestal sinks 1 shower grab bars 2412 j (3)2"X8"header \ ; Proposed Second Floor Structural Plan Sheet Title �/ \ \ i plan north NOTE TO FRAMER Seco d Floor \ Framer to coordinate all toilet, tub and shower Structural Plan drain locations and not place any floor joists in S those locations to allow enough space for I f plumber to make their connection. _ L--___—__—_-- I � a I ; , Sheet Number E i I ' --- I (3)2"x8"header j \ AC L A5.2 C 'I "I f cl s c i cr o \i e r h ci r-� g A5.2 ROOF PLAN LEGEND D i A5.3 t 1 4" f a s c i a o v e r h a n g v i- -T_IT1LZI1TIIIIIT_Z111l_I_l_I_T_ZT_IT_III_IITI_I1II - - --- ------ - - 0 0 C f BELOW ROOF --------------------------- IZZZZI1IlIfITIfIrIZZlIZ1ZZZIZIZI ,; ✓/ 12 � o !�' INDICATES ROOF PITCH 12 f +l rn 4 l dNr r t Alin L ✓ iv I��j BEARING WALL�: rn 4 �' g t1 4" fcjscicl ovenc �3n _ Y ' ' C � k� g ILI_LT_L7_L7I7= +��: � � �� tO12 j� - - - - - - - - - - - - - - - - -- - -- - - - - - - - - - - - - - - - - - - - I� \ o �/ adjacent toR. ety BELOW ROOF / o \Q �4 ' _1Zllljflfl/jfIfI_fI_/1�1��TITITI_Tllljfl 0 N ifl ^ INDICATES AREA OF _ cam- C r 1 n a 'S ram' f U II O r ' DOUBLE ROOF FRAMING OR ek N L % roof cricket 3 mortar O .��' of to��` �! j /l flashing � wash �rC h itE� ct + _ ���____✓ o � post ridge beam down r\Q _ 0 f INDICATES POST BELOW ------------------------------ -- ---- -------------------- b � cn to header below with �, L 2 2"x10"hdr. 97 L Main Street Ston Brook NY 11790 2"AO"R.R. \\off X -� (3)2"x6"post see r+� Y N ( ) INDICATES STRUCTURAL Stony ( 2"x10"R.R.' adjacent to chimney at 16"oc �o / N detail'A',same sht.) `L at 16"oc ' -H 3 2"sloped O 2"x10"R.R. oc �! (4:12 pitch); 0 " " BEAM BELOW ROOF at 16"oc 10'len th o 2 x10 R.R. 0 _ ( g ) \ flat ✓ 1 2" r cl k e over n g �, at 16"oc(12'length) $ " " N Bluestone cap f // _ (2)2 x10 R.R.set _ INDICATES SEQUENCE phone. 631 686-6585 r o +'\ EPDM ;1, ✓ a adjacent to chimney — OF ROOF FRAMING 2 email. MMacrina@MMArchitectAIA.com 0 ✓` �, roofing V4---------------------------------------------- -------------------------------L----- --- N °' / f/ web. MMArchitectAlA.com I� w / s 2 2"x10"flat R.R. n� ✓ 12 2"x10"R.R. B 4(s Q� _ / B r+�_:_�__T____ These Ions are an instrument of service and are a Y a� 4r at 16"oc(12 length) j� I r -=-- - I P 2 x10"flat R.R. 0 2"x10"R.R. c 2"x10" R.R. o / A5 2 INDICATES AREA OF I Ti_ :_ I the exclusive property of the architect. A5.2 X ✓' C ✓ > I Infringements of the concepts and design ideas at 16"oc }f at 16"oc 16'length) at 16'oc 16'length) /' 12 Y SOLAR READY ZONE I I p esented on these draw in s shau be rosecuted /q"pitch Align � N � Align � �4 � — to the fullest extent of the law. Copyright 2024: Michael Macrina Architect, pc. All rights reserved, 4- f10" fascia overhang ✓ 1 j 1 O" r cr k e o ve r h a n g / 1 CD " f el s c i a o ve r h o r-n g no part of the plans may be reproduced without f11�- �� ' I r the expressed written consent of the architect. +� roof 4:12 1 ---------- --- - _----_---i --------- -- -- ---------- --- - _' r--- - --- - - - - ---- --- -- ----- i /; L 12 L pitch NOTE TO FRAMER I f r-i f � � Drawing Status L /! + 11 N 12 �' 2"x10"overframe 2"x10"overframe t j 2"x10""R.R. j i !✓�� �r'•- - 1 1 '� �� R.R. at 16"oc R.R.at 16"oe f' o e f ��, ; ; All overhang sizes noted on roof plan are at 16 oc ,I i � /, f (8'length) w ojr L N \eeQ r 2 1 1 12 1=2 ,1 2 �\ ! i I '/ F o, x ,� 5 i' �, ; ; � rough framing from outside face of stud wall =� o 1 1 -1 to outside face of sub-fascia and sub-rake. r E0 s, f Issued fog � i ;� /� o � c`oo 00 �'� @o Jj ,� I I � � %' o 1 c / 12 �- " oo ✓ O O frame all 4 X o 1 x o ^ �, `C roof roof \ O ✓i:o ca > ` overframe overframechimne walls �Q 4 N O 2 +� `° ✓ Q k continuously fromNConstructiOn " r � / 2 b sec.floor plate W /, 12 fascia overhangxlp'yo1 N N rY � y sip �, ------ of chimney captop U / / lr ✓ + �TT7ITIZITIl7ZZlfl7_ _Corr - - - .I F ' 0'0�,, ! ! o j ` hl _____________ 13/4"x14 Ivlt/ridge board r j 1 3/4"x14" Ivl ridge bocird 12" fascia C 0 i i i /, I ✓ \ -------- / 2„x10"R.R. overhang �.. „ ✓' -------- ✓ \ ; / !> I I f f w at 16 oc Dates v N - E-� ^ e eL ;-y____________i_____________________________ --i, i i--___--I l j \\\ I i i/// �+� TL i i w (6'length) V 2"x10"R.R. o ------------ ----------------------------- ------- I o r- o --- , O 8/30/24 Bid Set Q ; \ / 5_ at 16"oc ° Y \e �.. post ridge beam down �'� \\ o iv " r/' 0 1 1 L I I 12 ff - P 9 0 \ o / 1` (8'length;) �' 1 \ I= .Y w 9/23/24 Issued for Construction +l- to beam below with t I I I O 1 tD 2 ' / rn 4;% ' \ 3 2"x6"post see i , i i i i \ �_ U / i --r---- �i� - ------ ' w f f ' a 0o ; ' o O P ( �- 1/14/25 Issued for Construction o ,� % detail A,same sht.) I °'-- ' j \e) N \ o I m o m , ---- -, 00 ' 1 3/4"x 1 4" I vl ridge board _Cy_________rJ_ O roof �to{if �`o ! ao O \ \ N _ N / / f 1 �- g, overframe overframe y ; ; o " L -------; r-----�-- -------------------- ------- X---------\ T--------- --------- --------- Q �� 1 X ° 34" " ' i ; .-. ysN i N y-- ��- -------- --------- ----- ---------��\\-----�---------- ---- - —���---------- i�~ N @ i flush ( ' 1 / x14 Ivl ---------- , - 2to k ridge board `0 N 2 NY 2 2 `°o , , ry �\ I rake L ; •+ 2"x10"overframe fi \ i 2 2"x10' R.R. °' L post belotr� ( overframe R.R.; A- at 16"oc a 1 1 w j ! 2"x10"overframe '"z10"overframe i rV R.R.at 16"oc (see struc.\ I post below at 16"oc - e st Ol 1 1 (8'length;) N f1 0 ! R.R.at 16"oc f R.R. / see c. ! f ��ot X o - - - - - - -- - -- - - - - - - - - -- - - - - -- - - - - - - - - flush beam below - - -- - � - -- - - -- - - - - - - - - - - -- - - - -- - - - - - - t-O/ ; / R at 16"oc plan) tI_/I_l1_llll_U__U__U__l _�I/III_/IfI_fI_lI_l1_ IIIIIl1lT1_Tl_I�I _ -(see struc. plan) - - C LI_/� / I_/fTrT1_ T_I_TI- -l_/_i���lll1 1I.1IT1_I11 - - r� 1 I ; r post below - - -— i 2"x12"hip 12" fascia (see struc. j/P.T. ledger �/ r I o c ; ; L I " plan) \e i ✓ / post below _0 �! I I I a, �a ; ; �, L 0 O P i t�° 3 2"xs post �e / rafter overhang i ' ti�o (seeasnruc. L E N #/ ✓ I i a ; i 0 0 -j No. Date Description ---------------------- -------- ---------------------------------------------------- --- ., " plan) A5.3 � 0 12 0' fascia llflrZlT_ZI1717 - --- ----------------------------------------- ------------------------------------ --------------- � � ✓ 1 � -- beam below - 2 x12 flat slee er 0 �1 (see strut. plan) post below U�" I I i s Q 16 0 1 overhang ; O i Project (sCn e lanruc. Q ! I I I -- w v ' I N 12 0 f11 overhang rn 12" fascia 1 I overhang f I ! plan) ' ' 12 -----✓ I- i----f--------� �X 16 � > I 2"x10" R.R. � ; a Proposed ----------------------- , �, --------------------- -' 16 `� I ' - at 16"oc f T11 -S i I 'L f o r � I N " - I (10'length) Q j Residence ,2'x10 R.R. 1 �N D ✓ O N= L 12 2„x10"R.R. I I j at 16"oc > I II A5.3 0 2"x10"„R.R- .L at 1s"oc i I ; ;(14'length) X 12 j� L 2"x10" R.R. �1 � at 16 oc I I ( ; ; 2 x10 R.R. — 6 O N at 16"oc N — 14 len th f i I 2"x10" R.R. 2"x10" R.R. 0 (18'length) ( g ) i I 1 (0 at 16"oc 41 at 16"oc(28'length) at 16"oc(24'length) > I I i (10'length) 0 For J - II 2 x10"cricket I X I ✓ II Q - roof rafters I I 2"x12"flat ^ - 12 w I I i I steeper over C.J. v 1 hanger (3)2"x6"post 0 0 f ---------- 16 ------ -------------------- � (0 3 ' __ _ _ , Fred & A 12 0 w r i I post below (3)2„x10"_R R--_ ------- -------_---------_fie A A5.1 7i r r i (fe strut. plan) ' U 16 0 j� wX 2"x6"knee—�� Y; 12 �! wall to /------I-- r �- ------- -- ----T------- ---- ------------- - ------------- --✓------------ ------------rF L !� support R.R. j/------ - i- -- ---r ----T- 00 Donna ✓l 1 r N / ------------------�- - ---------------�- --------------------------------- ------------------ A5 1 6 (D Y N rr l 1 -------------------------- -------2"x10"R.R. r-ci I< e o v e r h a n g 2"x10"R.R. �f7_f7Z ,t-_7T Tl ----------------------------i-------------- --------at� 'hoc--- ----------------4 1 overhang I Fragola at 16"oc 28'len th (D (18'length) o g AI'gn ( length) / 2"x10" R.R. 2"x10"R.R. strap rafter to -` ridge beam with - 6" fascia overhan r c� I< e o \i c� r I-, cr r, g at 16"oc(14'length) at 16"oc(16'length) 'Simpson'H2.5A 1775 Point Pleasant Road o Mattituck, NY 11952 under dormer-wall-, ; + t , 2'x10 R.R. " o > at 16"oc O -; L ✓ = _ C' N� o (8'length) `I f o f C) :° °' 'p 1% (±62:12 pitch) Jurisdiction .� /✓ X � 0 4.5 O m W 2"x1o"R.R. N Town of Southold I X at 16"oc o ;� ��°� ✓ o Suffolk Count _ X 1 r-_ _Il_I_T_I_l_IT_I_T1TITl_l1_Il_Il_I_II_llT_IT_I_T_7_T_I_TITlTITITlIl_I111Z ='_ �' Y " �I 12 ✓ f U 1 6� -1 S " f ci s c i cl o e r cz3 r-1 g Drawn By: (Q N �/ Align Align /�(ERFDFu'y VI �! M.D. �\/`. - - - u end r-dormerwa 1-- E ', Checked By: 2"x10"R.R. 4 6" fascia overhang A5.3 M.A.M. ' at 16"oc(28'length) Roof Rafters Ridge beam Job No. O -------------------------------------------------------------------- ------ --------- L 2412 ;C --------------------------- -------------------------------------- -------"---- Plywood Filler r-- ,n f each side u1I ! Sheet Title o O i �} Proposed Roof Plan 1/4 . _ 1 see plan for post size Roof ._ i- N mac' ✓ plan north o � � � , moo v f U (1)2"x6"each side to 8 _ � � sandwich ridge beam X N �/ O N v ,k 2"x10"R.R. �° 2"x10" R.R. f N at 16"oc(16'length) o at 16"oc(16'length) i �1_IlI_lI_fI_ =fill 1_l1,ll_UUI1I11� -� Y/,; 12 12 V 16 - 16 Ridge Beam Post Detail g f27" fascia overhang �` ----------------------------------- -� Sheet Number. gAlign ------------------------------- --------------------------------------� C )overhang '1 2 " r cl I< e o \i e r h cl r—i g A5.2 BWL 1 BWL 2 BWL 3 Braced Wall Panel Construction Assembly extent of header with double portal frames(two braced wall panels) t Table R602.10.4 of the 2020 RCNYS extent of header with single portal 48" 28'-0" 30'-0" 48" ` frame(one braced wall panel) offset I spacing between 1 spacing between offset 2'-18'finished width of opening BWL 1-2 BWL 2-3 pon for single or double portal --_--_--_-__---_-_----- _-_-I------- -- _ __ ; Exterior sheathing S mincontinuously sheathed wood structural panels) y wall - g ( plywood)attached with 8d common nails 0.131"shank x 2.5"Ion height min.3"x11 Ya net header steel I I ( 9) header prohibited if%z"spacer is - - - - - - at 6"oc at the edge and 12"oc in the field and Interior gypsum board attached as per table p -- R602.3(1)with 1-1/2"galvenized roofing nails or 1-5/8"screws type W or S at 7"oc at the edge used, lace on back-side of header tension strap:nr '' R602.10.6.4 ono tablesite side and in the field. (see details,this sheet) KA i C •••• of sheathing) opposite .... l ' ; I I fasten king stud to - - 1 header with 6 16d if needed,panel splice edges --- - - Method GB sum board each side C fasten sheathing to header with 8D common or 3.0 wide B.W.P (gypsum ) galvanized box nails in 3"grid pattern as shown shall occur over king be nailed sinkers B.W.P meth g g P to common blocking over and - ___ - ----3. 0- Ide od method CS-WSP I ; Gypsum Board fastened at 8"oc at the edge and in the field for nails and 16"oc for screws. rn 1 p p be nailed to common blocking I ( I/CS-WSP I 1 Nails to be 13 ga. 1-3/8"long 19/64"head,0.098"dia., 1-1/4"long annular-ringed,5d coolers or Akrich itEE� ct t header to jack-stud strap per table R602.10.6.4 within the middle 24"of the fasten top plate to header with two rows \ gypsum board nails 0.086"dia.x 1-5/8"long 9/32"head. Screws to be 1-5/8"type W or S. � on both sides of opening opposite side of portal-leg height.One row of I L sheathing(3,225#min.rated strap) 3"o.c.nailing is required in of 16d sinker nails at 1 ! ,_� :_ - ?--~ -__ -- _- _ Method GB on exterior walls-specified drywall on interior side with typical plywood sheathing each panel edge 3^o.c.typ. ; ; 4.0'wide B.W.P I I U 97 L Main Street Stony Brook NY 11790 3 t - I 3.0'wide B.W.P i � �, P rYw tyP P Yw 9 �o X min.double 2x4 framing covered with min.%8"thick i ii method CS-WSP method CS-WSP ( d � on exterior side fastened as per typical nailing schedule. o Co wood structural panel sheathing with 8D common or typical portal frame construction l _ - -;l, - - �_ - - - f _ O J X galvanized box nails at 3"oc in all framing(studs, min.7/16"wood j ( _ -�- - - __ m o blocking and sills)typical min.double 2x4 post(king and structural panel - ._ -.-... _ -.-- _----__... - Method CS-PF: �s E jack stud). of jack studs sheathing 4.0'wide B.W.P t I I I`-' m To be constructed in accordance with figure 602.10.6.4 see detail same sheet i ) 1 9 I 1 :. I end condition phone. 631 686-6585 method CS-WSP " �,____ g ( ) iv min.len th of anel rtable R602.10.5 per table R602.7(1)and(2). ! I6'° ;; (- -- , #4 aS er g P Pe 14.0'wide B.W.P figure email. MMacrina@MMArchitectAIA.com method GB I R602.10.7 of web. MMArchitectAIA.com ?i Bedroom#2 I I I I the RCNYS min.reinforcing of foundation,oneiY4bartop I 1 I I �- ' O _�___...._.__ ..___.__ ._ .._..._.._.._--.__. ._.._.__,. ......_ _ .-__..,..._ ._..,....a.. ......... ...__ _..... ._..._...._.-._._...._. .__._•_...-_.._._ _ - ._._..... These plans are an instrument of service and are U the exclusive property of the architect. -+ and bottom of footing.Lap bars 15"min. i '-� ji--_„!i � ; I I ;� I i+ _ , Loft Bedroom#3 N Infringements of the concepts and design ideas ^ - i wide 1 -0 m Sheathing Joint Note resented on these drawings shall be rosecuted I a .: Bathrm. I 4.0' _J P 9 P ° j I #3 I I 1 I B-W.P o to the fullest extent of the law. Copyright 2024: I -----, I I I I � method Z m Michael Macrina Architect, pc. All rights reserved, min.footing size under opening is 12"x12".A turned I ' CS-WSP ev no part of the plans may be reproduced without p g a Sheathing to be installed horizontally. P down slab shall be permitted at door openings. I -_ L the expressed written consent of the architect. PSection � ; �': - - ---- I I � =_-i I 9.0'wide B.W.P i min.(2)%"diameter anchor bolt installed per section I { �.4 !t I ` I All Vertical Joints are to occur over studs. Horizontal 'I method GB , R403.1.6 with 2"x2"x3/s"plate washer Front Elevation I R` -- -T -- ^ _ I m joints in a braced wall panel are to occur over and Drawing Status - - ---- - ---------�_ ,, ____. - --- ,. Bathrm. #5 ' _' fastened to 2"x6" horizontal blocking between studs. 4.0'wide B.W.P �-1 - --> g FIGURE R602.10.6.4 I w.l.c. --=-_ i method CS-WSP i Balcony _ r- 3.0'wide m = �I�-' i5_J 1 B.W.P METHOD CS-PF - PORTAL FRAME PANEL CONSTRUCTION 1 - - __ _ _- t l� CSmethod -WSP - - - Braced Wall - - -_{ - race a Legend : IssuedLI- - T �� I o a) a ---.-.---- Attic -48 , ;.`., ' 4.0'wide °O J " Indicates spacing between braced wall lines Bedroom#4 i $/�'� B.W.P �•� m -5'-2 -� P 9 Const I Ct I n I --�-- - I ; '$ method Q N T; CS-WSP En , I I -- -- -�' Bathrm. I --I Indicates braced wall lines J - - - - - - "� Indicates braced wallpanel - J 13WL 1 BWL 2 BWL 3 BWL 4 � �, _ I _ ❑ - o B.W.P. Braced wall panel Dates Ll � 48" 18'-6" 18'-0" 35'-0" 48" ` I \ 4.0'wide B.W.P 4.0'wide B.W.P - - Braced wall line intersection 8/30/24 Bid Set offset spacing between spacing between spacing between offset �? - method CS-WSP method CS-WSP P g P g p g ! 9/23/24 Issued for Construction BWL 1-2 BWL 2-3 BWL 3-4 I V Indicates holddown 1/14/25 Issued for Construction I End Condition - Indicates conformance with Figure R602.10.7 of the 2020 Residential Code of NYS. I f -- _ Second Floor Braced Wall Plan _-- *--`I ---__-- - �� Second Floor Plan Braced Wall Calculations Covered - - t 3 5 wide B.W.P ' i ! -• i i / method CS-PF -'Patio#3 I l - ' �. i I 1/4" a - - _ - - - I _ - - _ �� i z.o'wide B.W.PTill --- ---�-----_r_=-------� �_� -� I �I - Schedule as per 2020 RCNYS, section 602 10 J -III ��� I ±C plan north M - /method CS-PF i I v Code_ ; -_T Co ered I I; Braced Wall Line A B C 2 3 _ 1.8 de B.W.P -�- U d 1 Patio#2 ; __-__-_____-______-_____.______ �I Section No. Date Description -- s - ---- ncoven C 18.0'wide B.W.P Patio a I , .y --- �� %_- ?��T� __�_-_____ Bracing Method table CS-WSP GB CS-WSP CS-WSP GB CS-WSP 602.10.4 I method CS-PF method GB 2.0 wide --- - n nl I''' yl \ I ` 11 1 /ii��,,,, t `�` -\ Project / 8d Common Nails at ! !! n. I 6"oc at edge ' /%,n I:; ` yr I II Min. Panel Length table 27" 48" 27' 27" 48" 27" a� 3.0'wide B.W.P ' B.W.P j n l,ll u i Iy u! l u 602.10.5 _ m ! -------,- 4.0 wide B.W.P $ method CS-WSP -- - -_ -i .-___` , 6.0 wide B.W.P method I;1 �' L'\'';;tl �� ,r , II , II Proposed o method CS-WSP CS-WSP W I '\ �I It /, Plywood Sheathing I+ \; II i rl Braced Wall Line Spacing 1s' 18' 20' 28' 28' 30' rn n l Lt- --- ! - method CS-WSP ® i I;\\`n I ( U 8d Common Nails I `,1 'll I per tl% al I•' II .if,ll ;'.;)I plan at 12"oc In Field i/ II 11 Residence I; ! II II 11table Required Bracing Length U m - 9 1 4 _ - q 9 9 3.T 7.3' 4.0' 5.6' 11.3' 6.0' I � Bedroom #1 602.10.3(1) 3.5 wideB.W.P '� method CS-WSP I ' ' IJ ,;n ill I I I n- 11 I I n , :- n' ;!ll Solid Blocking at ___ fi' i+l II table 3.0'wide _�' I ;; 4.0'wide I 1 `, t,l, ;'It ,`/'tl plywood joint I Ott: u .__ al 4.0 wide B.W.P , I \ , , IJ /fl i %,'n 1 tt_- _-Ir.: ."�l Wind Adjustment Factors 602.10.3(2) m B Wp .I method CS-WSP _ o $ j I _ 1. Exposure category 1.00 1.00 1.00 1.00 1.00 1.00 I - method II', n n. ,I ---r',=�� � II--'ll P 9 ry For method ,, n ' _ _ 1- --I CS-WSP '; CS-WSP I;% /iU); '\tl \\',`u -=;a� -r,%ar tl n I I - I i �. 1; LivingR: Den ! I -'=J1_`=_LL` `_ �, _sue=_�� 31_ L__ 2. Roof eave to ridge height 1.30 1.30 1.30 1.30 1.30 1.30 --*-------r--� " � ?�;, Room I (�`I � ----- � :, I: m I --ice-4.0'wide 3. Wall height .95 .95 .95 .95 .95 .95 B.W.P 1 l 4. Number of BWL per direction 1.30 1.30 1.30 1.30 1.30 1.30 ` I method r� I I j 2.5'wide , -_; Sp -- , Kitchen B.W.P + c n/a n/a n/a n/a n/a n/a Fred - - CS-W l 5 Additional holddowns T method I i a°�i o - ' r ( CS I i ;i P I 6. Gypsum omitted n/a n/a n/a n/a n/a n/a 1 1 ` Lu 1 I B< 7 method GB P� -- -- g,�_, , i 7. Gypsum board fastening n/a n/a n/a n/a n/a n/a tthrm.#1 _ ywoo Sheathing at Braced Wall Panels __- ; - _ i _ � - �__.j o I � tmDonna I Walk-In Hall Hall �`' ` $ '� , M c� m average adjustment factor 1.13 1.13 1.13 1.13 1.13 1.13 co ' 4.0'wide Pant =.._ I - 4,0 wide ca n- --- / W.I.C. ( a _ g ------ -� ------ ,I B.W.P �, Fragola _ t.B.W. __ Bath .#2 ----1: , method,: method -.i I R a--- F - -:1:-. ,� full-height blocking _I ! - CS WSP e_ - �� �1 . , _� _ - I CS-WSP g g Adjusted Braced Wall Length 1 continuous along length 1 g 4.1' 8.2' 4.5' 6.3' 12.7' 6.8' - - r: - - j{, ( _ continuous rim 5 1775 Point Pleasant Road or band joist Bracing Length Provided 12.0' 9.0' 13.0' 8.0' 14.0' 11.0' _ I of braced wall panel OD �� I� i I � Mud ------- !� � 9 9 3.0'wide/ li I _ ! I a endicularframin 11.0 wide 9.0 wide -- ! 3 f perpendicular g B.W.P _ Room �`' 10.0'wide ; Mattituck, NY 11952 sd at 6^o.c.aeon P (p ) p pass pass pass pass pass method '' B.W.P B.W.P B•WP Compliance ass/fail ass CS-WSP method 8d at s"o.c.along 9 method method , l- „ I 1 I braced wall anel braced wall panel _ I CS-WSP1. P b'I CS-WSP CS-WSP j -- 1 -f 'Laundry Study ---.--- ,Y t �A_At 4.0'wide Jurisdiction , I First Floor Plan Braced Wall Calculations 1 -- . Room + -- -1 B W.P il Foyer - - _--=; I $ cswsP braced wall panel braced wall panel Schedule as per 2020 RCNYS section 602.10 = t - _J p Town of �+ 3-16d at 16"O.C.along 3-16d at 16"o.c.alongSouthold -f'owder + - - "-' Code Suffolk County t ;._- �,I a m braced wall panel g braced wall panel Braced Wall Line Section A B C � E F 1 2 3 4 1 ��Room I _ --- -- - -- t _" er J # perpendicular framing Bracln Method table I\\ ti-, CS-PF CS-WSP CS-WSP CS-PF CS-WSP CS-WSP CS-WSP GB CS-WSP CS-WSP (D 4.0'wide Two-Car 4.0 wide I - -- -1 1�-=� 602.10.4 \_-,. 1 --- .-« -- 11 continuous rim full-height blocking g Drawn B 0 B.W.P Garage B-WP 4 0'.wide`_ II 3.0'Wide or band joist continuous along length table y . ,ED�Ft -6.0 wide-- 4.0'.w+de _ o U method method -- - - Covered - --. end condition#1 Min. Panel Length 20" 38" 38" 20" 38" 38" 38" 48" 38" 38" M 3 meth P - me�o P--- B.W-P, ' ;I echo of braced wall panel CS-WSI f I CS-WSP C.W.P B.W.P P 602.10.5 M-p ��' - -#1- as per fi ure ' -- Patio _ method i___�i method g �� � a "�� •. °° T cs s CS-WSP cs-wsP R602.10.7 of the FIGURE R602.10.8(1) race a Line Spacing er - -CSC S _ RCNYS Braced Wall L' Spa ing P 19, 16' 28' 38' 36' 36' 18.5' 18' 35' 35' U m ' _� - - --- �, plan Checked By: ` ° n - BRACED WALL PANEL CONNECTION WHEN table -- ,-- _ - `o I -i - -� -__`J _ - --- PERPENDICULAR TO FLOOR CEILING FRAMING Required Bracing Length 602.10.3(1) 8.0' 3.4' 6.0' 6.0' 13.6' 13.6' 4.0' 14.5' 13.0' 13.0' M.A.M. ?'1260:. ' table Job No. I $: Wind Adjustment Factors 602.10.3(2) NE it: i `:,! 1 additional framing 2412 - member directly above 1. Exposure category 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00IN 11 >> ----------------- continuous rim braced wall panel full-height blocking ' or end joist at 16"o.c.along 2. Roof eave to ridge height 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 Sheet Title i braced wall panel 4.0'wide ; L' I 3. Wall height 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' B.W.P f ' �I: toe-nail nails at Braced Wall Plan t. 8d at 6"o.c.along 8d at 6'o.c.along each blocking member 4. Number of BWL per direction 1.60 1.60 1.60 1.60 1.60 1.60 1.45 1.45 1.45 1.45 0 method ( i 4.0'wide braced wall panel braced wall panel J CS-WSP ` ; I , 5. Additional holddowns n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a I FT mehodbraced wall panel braced wall panel braced wall panel6. Gypsum omitted n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a m , 2.2'wide B.W.P/ ; - ! CS-WSP 7. Gypsum board fastening n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a end condition#1 method CS-PF - -. 3-16d at 16"o.c.along 3-16d at each as per figure I I 3-16d at 16"o.c.along braced wall panel blocking member average adjustment factor 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 R602.10.7 of the \2.2'wide B.W.P/ RCNYS I ', method CS-PF I braced wall panel 2-16d nails each side I , continuous rim additional framing Adjusted Braced Wall Length 9.6' 4.0' 7.2' 8.6' 16.0' 16.0' 4.8' 17.4' 16.0' 16.0' First Floor Braced Wall Plan or end joist member directly above full-height blocking 36'-6" braced wall panel at 16"o.c.along Sheet Number spacing between braced wall panel Bracing Length Provided 11.0' 7.0' 23.0' 8.8' 11.5' 20.0' 20.0' 25.0' 16.0' 16.0' BWL 1-3 1/4" = 1 '-o" FIGURE R602.10.8(2) BWL 1 BWL 3 plan north BRACED WALL PANEL CONNECTION WHEN Compliance (pass/fail) pass pass pass pass fails pass pass pass pass pass PARALLEL TO FLOOR / CEILING FRAMING holddown (see plan) CID PSPN516Z FASTENING SCHEDULE : Table R602.3(1) of the 2020 RCNYS Strapping can be installed directly to rough framing or RPS28 MSTC52 Off' requirements section for ro g STRAPPING DETAILS is schedule oes no include nailing or metal aming stra sPc ecsee section for stra in andu hOCaI ( PP gover plywood seat Ing. ontractor to contact ,� Strapping opening framing requirements). S a i n Details All nailing is a general specification cation it applies unless noted otherwise •: 9 9 P PP ul Ing ep or require s rapping mspec Ion . Joint Description No.of Nails Nail S acing J P P 9 �r ROOF& CEILING FRAMING required uplift force as per table Rafter to Top Plate (toe—na1 (3) 10d common Per Rafter q p 5 8d x 1Y"Simpson T. ( ) P Simpson H2.5 A CeilingJoist to To Plate toe—nail 3 8d common Per Joist R802.11 of the 2020 RCNYS nails(galvenized) P P ( ) ( ) (600 pounds) g ( ) ( ) p = 182 pounds Hip rafter Ceiling Joist to Parallel Rafter face—nail 6 16d common Each La • o • Simpson Strom Tie - - Ceiling Joist lops over Partitions face—nail 3 8d common Each La P 9 _ P 9 P ( ) ( ) o Rafter -ABA66 "x " t KA i v _ �• ATER OR � PIPE •:-' �'� o Simpson Strong Tie (6 6 post) Collor ) Collar Tie to Rafter (face—nail) (3) 10d common Each End •I SIMPSON STRONG-TIE'CS20' _ � � 'HCP2'(single hip rafter) •" Blocking to Rafter (toe—nail) (3) 8d common Each End Coil Strap over every rafter 'HCP4'(double hip rafter) �"� Rafter to Ridge Board (end—nail) (2) 16d common Per Rafter o o %"Anchor bolt aCrI n a 10 3 8d x 1 3 8d x 1 ° embedded in pier m O YZ" O Y" o ° , y Simpson nails Simpson nails a WALL FRAMING p —�, pso � SS1.5�,::> : - � m }� (galvenized) (galvenized) 0 0 A%.rh 'C tE�� ct NS1 _ Top Plate to Top Plate (face—nal) (2) 16d common 16" oc °o late o (5)8d x o Typical Post Base 3 in Plate 0 Simpson 97 LM in Stre et Stony Brook NY 117 9 0ToP Plates at intersections (face nail) (4) 16d common Joist—Each Side m " Rid a board n its Connection Detail m Stud to Stud (face—nail) 2 t6d common 24 o.c. (galvenized) o (6)8d x 1y"Simpson o ��' °° v Header to Header (face—nail) 16d common 16'o.c. Along Edges ° nails(galvenized) /l °, Q O Roof Rafter Roof Rafter Simpson Strong Tie Top of Bottom Plate to Stud (end—nal) (2) 16d common Per Stud 'CS20'Coil Strap °° phone. 631 686-6585 `` v N Bottom Plate to Floor Joist, Band Joist, over every stud ° (8)8d x 1�"Simpson email. MMacrina MMArchitectAlA.com ' NS1 U m (2) t6d common Per Foot nails(galvenized) x Q r End Joist or Blocking (face—nail) g ( ) 2"x ledger fastened > rn to wall structure r w c, Vl web MMA chitectAlA.com ' x - HSS2- SESI c FLOOR FRAMING Joist hanger These plans are on instrument of service and are Rafter to Rafter Roof Rafter to Plate Hip Rafter to m p the exclusive property of the architect. L Y LIMES Joist to Sill To Plate or Girder toe—nail 4 8d common Per Joist ,.i. P ( ) O «.` Infringements of the concepts and design ideas � - 19 P 9 S nn 2 Co ecti n Detail S t Wall 0 o a St Detail S3Plate D 'I Stud Detail C) •��- Bridging to Joist (toe—nail) (2) 8d common Each End presented on these drawings shall be prosecuted j n See Rafter to Beam to to the fullest extent of the law. Copyright 2024: _ HSS2-3-SDS1.5 Blocking to Joist (toe—nail) (2) 8d common Each End ii Post Strapping Detail(S5) Michael Macrina Architect, pc. All rights reserved, =: no art of the plans may be reproduced without NS1—► �. ELECTRICAL WIRING Blocking to Sill or Top Plate (toe—nail) (3) 16d common Each Block n P P y P ii (5)8d x 1�"Simpson 'Simpson'H2.5 A J_ the expressed written consent of the architect. Ledger Strip to Beam (face—nail) (3) 16d common Each Joist pounds) nails(galvenized) ( P ) O R hIS1 0 "r R N Joist to Ledger to Beam (toe—nail) (3) 8d common Per Joist I LOAD BEARING WALL with HVAC Chase \ 1YYY SIMPSON STRONG-TIE (4)SDWH274000 ' PSPN516Z ( ) MSTC52 Band Joist to Joist (end—nail) (3) 16d common Per Joist ( Simpson L70 hi /valle rafter t Drawing Status +� Model'HRC1.81" rafter Timber hex screws P P Y PSPN58Z Band Joist to Sll or Top Plate (toe—nail) (2) 16d common Per Foot 1� o '°'••` ROOF SHEATHING `r ° _ Joist hanger RPS28Z ledger fastened"x led Structural Panels (see zone diagram) y o beam 2 9 Interior Zone 8d common 12" o.c. A 0 0 ° to wall structure 0 o common ° Porch Rafter ConnectionIssua) for Perimeter Zone Sd common 6" o.c. 4- o 0 0 rafter ° q P I u m b i n g , E I e ct ri ca I & H VAC P rote ct i on Guards Gable Wall Edge Zone 8d common 4" o.c. 0 0 00 Hip rafter 00 ° Assembly Detail not to CEILING p O CEILING SHEATHING Hi rafter 5 8d x 12" scale o ° Gypsum Wallboard 5d coolers 7' Edge / 10' Field Rid Simpson nails Ridge a (galvenized) Construction- WALLo SHEATHING o 0 SIMPSON STRONG-TIE Structural Panels 8d common 6" Edge / 12' Field �� PSQ418 Strap over every U-0 (4)Timber hex crew Roof beam post 3,045# Timber hex screws Garage Door Portal Openings 8d common 3'oc into all framing P ( ) F porch roof rafter Gypsum Wallboard 5d coolers 7' Edge / 7" Field to beam to post ( ) Hip Rafter to Porch Roof Rafter to Common Rafter to strappingdetail S5same FLOOR SHEATHING Subfloor S�- Ridge Detail S5Beam to Post Detail Rafter Dtl, sheet)Structural PanelsS6Hip/\/alley � Dates 1" or Less 8d common 6' Edge / 12' Field Solid wood po Greater than 1" 10d common 6' Edge / 6" Field 8/30/24 Bid Set (4)8d x 1Y"Simpson 9/23/24 Issued for Construction RIDGE nails(galvenized) �e If cripple studs are utilized over header,then N (8)8d x 1Y2"Simpson �a pp Colu wrap nails(galvenized) second Q provide one CS18 strap from top plate to i. P 1/14/25 Issued for Construction floor cripple stud&from cripple stud to header ATTIC `� Simpson Strong Tie 12"length (8)8d x%"Simpson nails 4-1 (8)8d x Simpson 'CS20'Coil Strap over 6 (galvenized) (3)8d common nails at nails(galvenized) every stud(1,030 ; each end of strap 1{! 12"Q pounds)N / (8)8d x%"Simpson nails ch Girder SIMPSON (galvenized) VSTRONG-TIE'CS20' `6 Pas beam strapping BLOCKING 2 BAYS Coil Strap over every '0 \ ClearSimon situps H2.5 c St ap over every jack&king stud Post BACK ® 48" o.c. stud(1,030 pounds) w Span Post base SECOND FLOOR '� Install'Simpson'CMST16 first floor >; for 16 ft wide sliding door 12" U)Y oncrete pier Iz S m (8)8d x 1Y2"Simpson No. Date Description (8)8d x 1Y2"Simpson nails(galvenized) L nails(galvenized) 12" Project BLOCKING 2� BAYS ; (8)8d x 1Yz"Simpson Provide strap for each orch Column to Deck le BACK @ 48 o.c. nails(galvenized) 3 tack stud ack stud alre requen ired (� N `\�;o�s q Assembly Detail Proposed FIRST FLOOR V �. (8)8d x 1Y"Simpson nails(galvenized) Residence S7 Gable Stud Wall S8Floor First Floor to Second Jack Stud at Roof beam to Wall Stud Dtl. Wall Stud Detail S 9 Header Opening �Porch roof rafter BLOCKING 2 BAYS to beam to post BACK ® 48" o.c. strapping(see For detail S5 same Gable Wall B l O C k i n D t l . (8)8d x 1Y2"Simpson sheet) i IA Nails(galvenized) not to sCa 1 e Simpson Strom Tie'CS20' Simpson Strong tie SSP stud Solid wood post inside P 9 hollow column Fred & Coil Strap over every stud Simpson Strong Tie'CS20' (8)8d x 1�" plate tie over every stud(420 CONNECTION OF MULTIPLE PIECES OSimpson • (1,030 pounds) Coil Strap over every stud Simpson nails pounds) 2 8d x 1Y" 3 (galvenized) Nails(galvenized) OF TOP-LOADED BEAMS (1) Loadbearingchollow Donna (4)10d x%"Simpson fiberglass clumn 13/4"Width Pieces: O Nails(galvenized) v • Minimum of 3 rows 10d (3" x 0.128")nails at 12" o.c. dale Post base inside hollow Fragola „ „ „ Rim joist blocking floor eS�OP column(see detail) • Minimum of 4 rows 10d (3 x 0.128 )nails at 12 o.c. C Joist ao�b� for 14" and deeper beams '— (5)8d Nails ° ° 1775 Point Pleasant Road • If using 12d (3%4')or larger nails,the number P ;�5� / Concrete foundation of nailingrows m be reduced b one. Q Wrap under ° ���,a foundation Mattituek, NY 11952 y sill plate I \` Simpson H2.5A c (8)8d x 1 2" 4. 1 °� Top plate Sl mpson IIS III IIII 3/ Width Pieces: ; IIII II IIII II Joist hanger (galvenized) IIII III Jurisdiction • Minimum of 2 rows%" bolts at (IIII (5)8d x%"Simpson Simpson Strong Tie'CS20'Coil (3)10d x 1y"Simpson Nails(galvenized) Strapover eve stud I Nails(galvenized) 24" o.c.staggered L I (5)8dx1Y"Simpson every (IIII ��I (g ) Solid Post Porch Column Town of Southold (1)Load must be applied evenly across entire IIII I I III Nails(galvenized) Wall stud (8)8d x%"Simpson to Fo u n d'n Ass e m b I Dtl. beam width.Otherwise,use connections for side-loaded beams. O nails(galvenized) y Suffolk County Additional nailing or bolting may be 0 Wall Stud to Cantilevered Wall Stud to Wall Stud to Sill Plate required with side-loaded multiple-member SioRim Joist DetailS 11 Rim to To Plate Detail S12around H n r Drawn 6beams. Refer to current product literature. � pHouse and Garage y M.D. Beam to joist strapping Simpso H2.5(hot-dipped galv.) Checked By: ,� E' ,�.'',•� . STRAPPING INSTRUCTIONS : Note: 1. All Strapping To Be 1-1/4" Wide 20 Ga. Steel M.A.M. r " Required where note or 'Simpson' Equivalent CS20 (coiled strap) See de ledger (n ® on plans Unless Noted Otherwise. (4)8d nail Deck joist detail, ame sht. Job No. ` ` �' yC Solid Comer Post 2. Use Stainless Steel Straps & Fasteners or for chment , tdE��: • to use. � Hot—Dipped Galvenized When in Contact 2412 (y (2) 16d Common Simpson Si son with Pressure treated Lumber. STHDI4RJ House walls HD SDS2.5 Sol' corner post 3. Install Strapping For All New Construction. Porch i nails at 6"o.c. ( ) g �: STHD14 (Garage walls) And where noted on plans (4)8d nails Sheet Title : A/ �: • 7/8"dia 4. Install galvenized Simpson fasteners as noted Post beam strapping Simpson (� Threaded Ro (2)16d Common on details. (hot-dipped galv.) / nails at6"o.c. for 5. Install Strapping for Each of the Following: HStrap Details ++ full length of stud st V I —Rafter to Rafter over Ridge Post base �: I Blocking at —Rafter to Plate to Stud - Nailing Seh■ end wall Blocking at a —Hip Rafter to Plate to Stud �\` a• 0 .1! end wall II second floor 0 —Common Rafter to Hip/Valley Rafter - Framing Details o �• one#4 rebar E —End Wall Studs to Wall Studs o V ' - a �� l I I —Header to Jack Stud —Jack Stud to Rim Joist — 1�2 G tne� s —Wall Stud to Rim Joist Concrete pi ��om \�. —Cantilevered Stud to wall below 0 `�0°• —Rim Joist to Sill Plate Sheet Number: impson first or —Rafter to Ledger with joist hanger HDU8-SDS2.5 C —Rafter to Beam to Post ck Strapping IV c —Beam to Post to Floor Beam = Holddown Connection Dtl. Holddown Connection Dtl. a —Floor Beam to Post Assembly Detail H —Post to Pier (footing) or first floor o oun a Ian wall connection 2 —Joists to Beam for first floor to second floor connection - 6- o.c.' 0" 6" min � anchor bolts NOTE 12" max. (2)2"x6"treated (see detail) FOUNDATION PLAN LEGEND FLOOR JOISTS sill plate Concrete to be _� 5 TYPICAL TYPICAL 3,000 psi min. SPACINGIET CORNERS = o sill seal insulation STRUCTURAL POST B E min. (2)2x6 unless noted (2)2"x6"pressure coated copper To of fnd. otherwise on plans �i�l termite shield e ' Top of Steel treated nailing plate � Align with top of e *t': (el. 27.0) foundation wall Simpson BPS/-3 anchor bolts(see _ TECO = INSTALL SIMPSON STRONG hot-dipped galy. anchor bolt detail) ll � °0'- TIE JOIST HANGER PRE-DRILL TOP&BOTTOM FLANGE 3"sq.Vlashers& ii v i E End Nut Setup �.n. i c h . for 1/4"dia. BOLTS at 24"o.c. `• n l i I Staggered each side of Web. to of bolt , ,. ,. Jj New Foundation Wall --------------- Secure Top of Columns w/ rT :�� = On Footing ••.' (2r/$'dia.x 2"bolts sill plate(see fnd. +. o° '' Mwall details) garage slab top of wall (0'-0") --------------- a C r' n a Steel Girder(see plan) ; ' E grade(see plan) ca° ^._ ) Lower Top of Wall --------------- A rc h it e Ct Jl� 5/8"dia. x 12"tall :'N A� Anchor Bolts E 10"thick poured oo:' (see plan) concrete foundation wall --------------- steel top plate poured concrete 10" 97 L Main Street Stony Brook NY 11790 foundaton wall provide 2"x4"key Ao Dropped bottom of footing /TbHHS 3.5"dia.x 1/4"Steel Column gip. Anchor Bolt Dtl. compacted clean fill p _1 phone. 631 686-6585 To of footing (unless noted otherwise on plan) :o �,• ' (el. 23.0) email. MMacrina@MMArchitectAIA.com web. MMArchitectAIA.com Not To Scale °o o r' (3)#4 Rebar _ `� New Poured Concrete These plans are an instrument of service and are R .� �' 4"thick p.c.slab T• +, 36"min. Footing the exclusive property of the architect. eas Typical Cellar Steel huestone pavers 4" below grade Infringements d on thesee concepts and design draw drawings shall be prosecuted w to the fullest extent of the law. Copyright 2024: Girder Detail 20" Detail Symbol `- Michael Macrina Architect, pc. All rights reserved, 2 2 no part of the plans may be reproduced without thin stone a a the expressed written consent of the architect. veneer o b '" a Required Hold Down ,.. 0 Typical Garage q to of wall a haunch slab Location see detail Drawing Status d wn2" Foundation Wall Ili a Post From Above Cy 4 ' o_ moo° Interior I Issued for Exterior a anchor bolts poured concrete (2)2"x6"treated (see detail) NOTE CONCRETE cellar slab(see foundation Wall sill plate Concrete to be * 1 fnd. plan) typical footingshown Const l u c l o n or sill seal insulation 3,000 psi min. 1. Foundation walls are to be a minimum of 3,000 psi,unless noted otherwise on plans. for reference ,. ,•;,;, 716_1 . ° coated copper p 2. All concrete work shall comply with the requirements of the American Concrete �� termite shield to of fnd.2 #4 Rebar d_+tea_• ( )_ . , It 0'-0" Institute(ACI)and the 2020 RCNYS. anchor bolts(see (el.27.0) �m anchor bolt detail) d �� _ �F 3. All concrete shall be air-entrained.Total air content(percent by volume of o d min.36'rade „ u oo (1)#4 Rebar concrete)shall not be less than 5%or more than 7%. 10"thick poured l l g 16 concrete foundation wall II iF r_A '' . 4. Garage slabs, carport slabs,exterior steps and porch slabs are to be a Dates p Typical patio and porch waterproofing minimum of 3,500 psi. • �° " • to grade ;, '" (1)#4 Rebar 8/30/24 Bid Set foundation wall - ---� 5. The nominal maximum size of coarse aggregate shall not exceed one-fifth the 9/23/24 Issued for Construction provide 2"x4"key o rn narrowest distance between forms or three-fourths the clear spacing between typical footing shown , • • ' .� o reinforcing bars or between as bar and the side of the form. 1/14/25 Issued for Construction for reference 20 1/2"premolded filler �_ _ _ 3 _ 6. Forms shall be made of wood, steel, aluminum, plastic, a composite of cement HSS 3.5"dia.x 1/4"Steel Column at perimeter of slab (1)#4 Rebar and foam insulation,or other approved material suitable for supporting and 2--16d direct A.P.A. rated subfloor, Weld to base plate(unless noted � containing concrete. Forms shall provide sufficient strength to contain concrete Cr ® top each joist nailed and glued Typical Dropped otherwise on plan) �' �'; , '•• during the concrete placement operation. Form ties shall be steel, solid plastic, each side •- ''' ^ ""�:'�'; '' TO of footin P 9 foam plastic,or other suitable material capable of resisting the forces created 11 Double TrimJoist, o rn 8"x 8"x y"thick steel base plate •' '. `,'.; (el. 17.0) by fluid pressure of freshly poured concrete. 1-16d direct secure with 3/4" Footing Detail i I Stego wrap c Y (see detail,same sheet) cellar slab(see rated subfloor, Vapor Barrier .0 • • _ glued and nailed. w (3)#4 Rebar C> 7. Do not pour in temperatures less than 40 degree weather, nor when freezing _ _ �_ _ �_ conditions are expected in less than 24 hours. not to scale - •, e a compacted ' ' y •'' Poured Concrete Slab 8. Install'Tuff-N-Dry'exterior foundation waterproofing system or approved equal (see found'n plan) clean fill 3" unless a different product is specified in the plans. Exterior foundation No. Date Description 2' x 11-1/4" x 3/4" plywood " waterproofing system is to be installed from bottom of footing continuously up glued and nailed to both - e - - - v - 20 faces w/tOd nails 3 oc, N to the finished grade line. Project (2),4"dia.XB"long wedge Typical Foundation Wall a: ,, o anchor bolts 9. All footings are to be reinforced with rebar as per details in the plans. 1-16d direct o ` Proposed each side TrimJoist. oo 0 ° v a 1 'I " = 1 '-O" 10. Contractor shall provide and install all cast in place anchor bolts, hold down fill bottom 1-16d direct hole then Simpson THA422 Strap Hanger each side o a every other strap hanger 1-16d each side = a . q o straps, basement sashes,crawl space vents, etc.as per plans. toe-nailed into face of � #4rebars Residence header member. at 7"oc m '� ® ® each way Wall(ffou SITE WORK/EXCAVATION Truss to Truss Attachment Topoffoundation not to scale 1 36" x 36" 1. Contractor shall locate&stake out all existing underground utilities prior to any 0 top16d direct unless noted otherwise on fnd. Ian Finish Grade Top of Slab excavation.An utilities shown on the plans are an approximate location only ��r ® top each P Y P PP side Q� and shall be verified by the Contractor. Typical Column & F o of i n g Detail 2. Excavation shall not commence until utility mark-out is completed. Excavate i-16d direct all areas as indicated in the drawings.All excavations shall be the minimum Fred & each side -�/2 - -O� depths required achieving clean undisturbed virgin soil with stable moisture none then Simpson 3trongTie 7HA422 haunch slab onto content and non-shifting and non-shrinking soil characteristics.The Contractor 2 x strongback Load bearing wall every other strop j6d each side 12" pitch tread foundation wall shall be responsible for notification of poor soil characteristics to the Architect toe-nailed into face Porch Tread 1/8"per foot and shall not proceed with the work until receiving instructions from the Donna of header member foundation wall Architect. Truss to Beam Attachment _ w- 2"Thick Bluestone Treads Fragola ao � � � 3. The Architect has prepared the drawing and specifications with an assumed not to scale °� ° a .°o . a Slab Edge Detail bearing capacity of 2,000 pounds per sq.ft. and an assumed soil characteristic c� o Thin Stone Risers of sand,silty sand, clayey sand, silty gravel and clayey gravel(SW, SP, SM, a 1" _ HUI- 3/4" = 1 '-O" SC, GM and GC)unless a soil test analysis has been performed as per table 1775 Point Pleasant Road Strongback may to of wall down 4 0 ' ° Finished Grade R401.4.1 of the 2020 RCNYS. P Mattituck NY 11952 be inside or 60" x 11-1/4" x 3/4" " � � •p � •' or Walkway � outside, top or plywood glued 2 below 0-0 I 4i 2x4 nailed bottom of chase and nailed to " o a • 4. All excavations for concrete piers and footings shall be a minimum of 3 feet w/2-16d Waifs vertical, nailed both faces with ° a a :°, ' below finished grade unless noted otherwise on the plans. top bottom w/2-16d nails. 10d nails 3"oc 0 top direct O C� " • top each joist A.p.q. rated subfloor, a p - 36 Jurisdiction centered over each side v T nailed and glued I 5. All baekfill shall be clean granular fill.bearing point. g Town of Southold Optional strongback a d a 2x4 nailed application Double •trim foist, _ w/2-16d nails 1-16d direct secured with 3/4' 6. No backfill shall be permitted against concrete or mason foundation walls top & bottom rated subfloor, �O P g masonry Suffolk Count Point Load above Truss glued and nailed. N without floor framing or proper bracing as required to prevent damage to y Typical Required StrongbackZf 8' foundation walls. No backfill shall be permitted within a minimum of two weeks Foundation Wall not to scale after pouring.The Contractor shall be responsible for any damage to concrete not to scale 2' x 11-114'x 314'plywood glued n 30° or masonry wall. and nailed to one face w/10d Drawn By: - nails 3'o.c. centered. Trim and off attach vertical m gusset. 7. All grading to drain surface storm water away from foundation walls at a M_D_ 12" T Stepped minimum rate of 5%slope. 1-16d direct ntS yp - ■ Checked B s 1! Truss Installation Notes & Specifications each side approved beam Y fill bonom Detail F o of n D eta i I 8. Stockpile topsoil for re-use, redistribute topsoil for final grading. F Simpson TM-422 Of t i ca ll O r c_- l St@ S g General hole then YP P P M.A.M. -� Limitations (continued) strap hunger 1-1sd coon side every other toe-nailed into face of 1. Trim Joist Engineered Wood Products 1-800-844-8281, 5. Trim joists must be restrained against rotation at the end of joists b use header member 1 " = 1 '-O'• 1/2" = 1 '-O'• 9. Contractor to excavate all stepped footings as per plans and details. ' l www.trimjoist.com of rim joists, 2x end banding, or cross briding. Job No. 2. Do not allow workers to walk on Trimjoist until joists are 6. Install vertical web stiffeners to transfer loads from above to the wall or Beam to Truss Attachment #4 rebar at 2412 r` fully installed and braced, or serious injury can result. foundation below. 12" 8"or, %# tread not to scale 1"nosing exterior wall floor 3. Never install a damaged Trimjoist. 7. Trimjoists are not stable until completely installed, and will not support `''4 Sheet Title : 1 / an load until full braced & sheathed. w + joists 4. All Trim joists are to be delivered, stored, handled & Y Y #4 Rebar :�•;• + • �"`Details installed as per Manufacturer's specifications. each TreadFo 1 1 (� Accessories: !r P. ��� Limitations . : x'• ��i 1. Nails are to be 8d, 10d & 12d common nails. • : a• / � ��\, 1. Except for cutting to length, top & bottom flanges of +!, ' Trim joists shall not be cut, drilled or notched. 2. Blocking & Strongbacks = "...'. ' ' .�,a. I•' ����' Trim Joist Details Filler blocks to be laced at bearin locations only where reactions are ,� a) I, Timber strand ,�� 2. Concentrated loads shall only be applied to the upper surface P g Y c' E *f ;•#4 Rebar rim joist of the to flange, not. suspended from the bottom flange. excessive. Strongback to be placed as shown in detail. + `0000 3. End bearing must be at least 1-3/4". 3. Joist Hangers 48" x 11-1/4" x 3/4" t� #4 rebar at 4: ' ' Timber strand All specified hangers are 'Simpson' 3-1 2" wide seat hangers unless plywood glued �,/•, „' 8„oc ti •' cross blocking 4. Trim' ist must not remain in direct contact with concrete or masonryP g P / 9 and nailed to at 16 oc construction and shall be used in dry use conditions only. otherwise indicated. both faces with !' 10d nails 3`oc centered over 12" t bearing paint. Typical Tread Detail Typical Base Detail foundation Sheet Number wall Typiccal Trim Joist Details Truss Cantilever •not to Sale Typical Concrete Stair Details Parallel Rim Detail 't i h .a I a C r i n .-ra /.re h i to Ct decorative metal surround 97 L Main Street Stony Brook NY 11790 3"thick phone. 631 686-6585 bluestone cap - %T email. MMacrinapMMArchitectAIA.com m = web. MMArchitectAIA.com _ M _ These plans are an instrument of service and are _ E - the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted to the fullest extent of the law. copyright 2024: t0 of rid Michael Macrina Architect, pc. All rights reserved, top of ridge - - - - - - - - _ _ _ - — _ _ _ _ _ _ P ridge no part of the plans may be reproduced without the expressed written consent of the architect. 1 I I I 1 12 16 12 B Drawing Status 16 B 12 1 12 D 12 16 1 12 16 Fp 16 1 16 0 Issue12e r 6 ICI ' rConsti-uctlOn I 121 �- s 1 4- plate height 1 r iTT- - 1112,E=kit E �I A01 16 Align ceiling foist _ = L rt ' ,. -I I-I-behind,i.! Dates ' o i ----- ' - _ .2 ----- 4'-0" typical gutter on}� _ -------------------- ------------------------------------ ,. .21 s - _ o return �_, A I a� 8/30/24 Bid Set ---------- all fascia boards'- 202 - - A �. �,' 00 shown I, - 1.t, 0 9/23/24 Issued for Construction \\ --------- -- - -------------- --- ----- L -_+ _-, �1 , 1/14/25 Issued for Construction ,Q s --------------- --------------------- = 12 r1 11 Ilksec. floor subfloor h _ - - - C ------L C Q4ei lit late height Plate - - LLI --ILJL —ILI I ----- 1 1 Ii -tom. -1- 1,-, r }-;L I.L-,!_ ; ETTIE1 9 I I 1 1 g 1 1 r g 1 1 I I 1 1 1 11 1 ice, I I Ali � I I Ali h`' �._ Ali 1 �- ''L= bra ket O , 1 , 1 1 I -�--i 1 1 - i 1 1 j , , 1 �;- �',�'- ; �� i bracke 1 I r I I ' I I 1 .���, .- 1 1 1 1 - � + 1 I �'�1 I I i A [==t[] A A A i_ I__- , I I I i No. Date Description o _ s 121 103 1 7 _ " o ' � - Project - -- ------- Ll J -1_ Proposed II ; II i � � k-�J-- �-t.--�,_s; - I-r --- -I-- _� , 1 O S 1 I first floor subfloor T ;_ ,. _ r_ - first floor subfloor -- - - - - - - Residence Sao � �i_.'__ _I top of foundation _ _ _— E - _-- _ - — = y E c - _ _ top of foundation I I I 1 1 I 1 1 I 1 1 1 I I I l l ; ; 1 1 1 -- 1 I 1 o r I 1 I 1 1 1 1 1 I 1 I 1 1 1 1 1 I I 1 I 1 1 1 I I 1 I I 1 I 1 1 1 Fred & o I F l I F l F ! o 1 1 1 L------ Proposed Front Elevation Donna 1 , I 1 L____-__y I 1 to of slab 1 top of slab 1/4" = 1 '-O" 1 1 ' ' 1 1 Fragola---____J L_______y 1 1 = to of footin I i - p g top of footing - ----Y- ----------------------------------------------------------------------------------------- ------------------------------------------------------------------------------ -, - - - - 1775 Point Pleasant Road 1 1 1 I 1 1 1 1 1 1 1 1 II 1 1 J ' ' -----------------------------------------------------------------------------------------1 1 Mattituck, NY 11952 DRAWING REFERENCE NOTES Typical Siding EXTERIOR TRIM BOARDS Flashing Stone Veneer Jurisdiction typical siding (see spec.) 18"Western Red Cedar Certi-Grade perfection Material For all horizontal wall to roof intersections, install aluminum coil flashing. To be selected over ice and watershield underlayment Town of Southold shingles to be Number 1 Grade, Blue Label and All Exterior Trim Boards are to be'Versatex'or equal. over plywood sheathing(see sht. G-1) Suffolk County installed as per the Cedar Shake&Shingle Bureau. For all sloped wall to roof intersections, install aluminum step flashing. B typical roofing(see spec.) over 30#Felt Paper Installation Install as per manufacturer specifications: All window drip caps to be aluminum with hemmed edge. over 1/2"CDX Plywood Sheath'g (see sht. G-1) Install 1/2"pressure treated Plywood Sheathing 2'tall at Base Typical Roofing Drawn By typical metal roofing(see spec.) ( P YW 9 ) -Install 2 fasteners per every framing member for trim All chimney flashing to be copper. L=J board applications. M.D. Exposure L -Install over flat,solid substrate. Architectural Asphalt Roof Shingles to be'GAF' 6' Exposure To The Weather 1 P g 'c typical board and batten siding (see spec.) -All Versatex Joints are to be Glued with Architectural Checked By: Timberline Ultra HD over -t. Finish adhesive 'GAF'deck armour,continuously wrap up all adjacent to be selected &discussed with homeowner -Utilize 316 grade stainless steel fasteners where Typical Metal Roof wall surfaces a min.of 12" M.A.M. thin stone veneer to be selected (see spec.) necessary over sheathing see sheet G-1 plywood 9 ( ) Job No. Comers -Coandrtex screw w window trim.d plus fasterners for all fascia, rake,frieze Aluminum ice and watetanding Seam Roof to rshield underia ment bont continuously selected over wra Alternate Weaved Outside&Inside ComersY Y P Color:to be selected 2412 foundation wall below(see fnd. plan) up all adjacent wall surfaces a min.of 12" Eave Protection: Install (1)Layer of Ice&Watershield Fasteners Typical Sizes: over plywood sheathing(see sheet G-1) Sheet Title Attachment for each shingle shall be held in place •Fascia Board-1"x8"fascia board Ventilation (self-adhering polymer modified bitumen sheet)from the „. •Rake Board-1"x3"trim board over 1"x8"rake board eaves edge to a point at least 24 Inside the exterior wall by two hot-dipped zinc-coated,stainless steel,or -None required (unvented attic) line of the building. E I eVat I n S aluminum nails or staples.The Fasteners shall be •Frieze Board under eave- 1"x8"over 5/"pack-out Gutters long enough to penetrate the sheathing by a min. •Frieze Board under rake- 1"x6"over 5/"pack-out Low Sloped Roof Protection (2:12 to 4:12 pitch): Install of 1/2"and shall not be overdriven. •Window Casing&Sill (see detail sheet G-3) (1)layer of ice&watershield over the plywood sheathing - Front All Gutters are to 6"half round aluminum with brackets at±24"oc. Staples shall not be less than 16 gage and shall Typical Board and Batten instead of the 30#felt paper. have a crown width of not less than 7/16",and Soffit-�"x 5'/z„,V'-groove Versatex soffit board All Leaders(downspouts)are to be round aluminum and the crown the staples shall be parallel with -run parallel to house at fascia soffits Fasteners:All Fasteners are to be corrosion-resistant with - directed into underground piping to drywells. the butt of the shingle. -run perpendicular to house at rake soffits 1"x2"vertical battens over a minimum penetration of 3/4"into the sheathing. Use(6) 1"x10"vertical boards w/1/2"space fasteners for each shingle. - Install gutters on all fascia boards as shown on elevations. Installation between boards for expansion The Bottom Course shall be Doubled. over Henry Blueskin (VP100) Ventilation Color to be selected to match trim color. over plywood sheathing (see sheet G-1) -None required (unvented attic) Sheet Number Exterior Light Fixtures All Exterior Wall Lights are to be installed on a 5/4"x8"wide x(2)shingle courses tall Red Cedar Block. I YF k ic, el M .-a c r1 n a A.rc h i tE) ct 97 L Main Street Stony Brook NY 11790 phone. 631 686-6585 email. MMacrina@MMArchitectAIA.com web. MMArchitectAIA.com -- E These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted top of ridge to the fullest extent of the law. Copyright 2024: — — Michael Macrina Architect, pc. All rights reserved, I - I i - - no part of the plans may be reproduced without 1 TJ - - - ;"" the expressed written consent of the architect. � �---- Drawing Status • 1 1 Issue I I A A05 o s cricket 4= o 4-;` behind ) ■ _ Constl tlon 1 L -r=� ._ - :-}_ , ice''-d-raj= f' plate height 1# _r k C � 'i '' }-- -------------____--_----- LVr y�_�_�_�_,.1_1_1__ B I 1 - - - - - - - -_ - - - - - - - - - - plate height _L 1' 1 ' Align- = Alig _ J 1 , 1 1 -��_ - - � Dates 1 ' 1 - ��-$ . 2 I I T - I 11 1'7 ill 1 �1 � .- III r i R i A08 I -------------------------------------------- - _ -- - 203 204 � �._�_ _ � � 3 mortar wash I 8/30/24 Bid Set 9/23/24 Issued for Construction 06 A 1 r }.�'I�_ .A - !r„ rG 3"thick cap 1/14/25 Issued for Construction _ - = P JJL 12 4. 1 B ' r - - - - - - T sec. floor subfloor _ _ 12 12 �= z,�.. I 5(� plate height T r ,��'� __ - � I:d-=l-->�_. C 4� - _ _ �4 plate height �T 1 r cricket 1 behind -i - Align l 1 I lid b cket Align-' No. Date Description I o - t_.- .- 125 o b •� I 1 1 h r4 o I I I A 1 I I 109 A 110 1 A I L 111 A Project - d 1 I I -00 _L - -LL=U 1___ ____________ __ ----------------- Proposed first floor subfloor = = ;- , _ , ;� -;_ i'1' ;-; __ - i - - _ _ = I 1 11 - - - - - - - - - - - - Residence _I I I - i s �� -- - �� 1 first floor subfloor L 1- - I I - , - _ 1 I = co to of foundation -- - _ - — - - - z P - E - E top of foundation — — — -- y s --�— — — — I I 1 1 1 1 1 1 1 1 1 I I 1 I I II II I 1 I I I 1 �------------- For 1 1 I I 1 1 1 1 I 1 l I I I I l l I l l I I l l Ii _i______________________,;___- --- ----- — � _Q ----------__-�; iIiIi1I1 F i1iiIIII i11iI1I o Fred & ----------- i2 ' ; i i ' `------------ 1 1 I I I I 1 I I 1 1 , \ i I D o n n a I �_____-_______, ' Fr to of slab --� ' P I ; ; ; ; ; ; ; l ; to of slab a o a ' ------, L__------ I I I 1 1 I 1 1 I 1 1 1 I I top of footingJ% - - l � - -------- ---- - top of footing - - - - - - L_______________r_i___________________________________________f_-__ - T___--____�___----------------- ----------------------------------------------------------- ---_ L_r__________________________T_a_______________________________�_T_____________-_-----____________ 1775 Point Pleasant Road 1 1 1 1 I 1 1 I 1 1 I I I I 1 I I Mattituck, NY 11952 Proposed Right Elevation 1/4" = 1 .-O.. Jurisdiction Town of Southold Suffolk County DRAWING REFERENCE NOTES typical siding(see spec.) Drawn By: El B M.D. typical roofing (see spec.) Checked By: typical metal roofing (see spec.) M.A.M. r >,: Job No. �y / i typical board and batten siding (see spec.) 2412 I -- Q thin stone veneer to be selected (see spec.) Sheet Title e foundation wall below(see fnd. plan) Elevati F ns - Right Sheet Number: 1 AP6"' i i h I M .-a c'. r 1 na Arch itect 97 L Main Street Stony Brook NY 11790 phone. 631 686-6585 email. MMacrina@MMArchitectAIA.com web. MMArchitectAIA.com These plans are an instrument of service and are _ E - the exclusive property of the architect. Infringements of the concepts and design ideas t0 of fide to of fide presented on these drawings shall be prosecuted P 9 _ _ _ _ _ / __ _ _ _ _ _ _ _ _ _ _ P 9 to the fullest extent of the law. Copyright 2024: Michael Macrina Architect, pc. All rights reserved, T.11 - - no part of the plans may be reproduced without I the expressed written consent of the architect. 12 12 p �1 1 Drawing Status 12 � T{ 12 mut Mir 144il KA Issue f 0 r , l I_ _�-1-a+ ■ - uon%truc ,lon r . ---------------------------------- ------------------- A elate height B --- - ---- --- plate height '1 Alin 1AE. 4i �11tj 1 _L ates _1 mil , r, a' I 208 0O 2 209 211 ! 212 o, 8/30/24 Bid Set g f, TT jsee_t}' 9/23/24 Issued for Construction _ -- t �r= _ _ - roo roof'plan) - -----------------2------------------ L-_ Issued for Construction 2 -_J __ L__-L_--- A 'Ti IT ' I I'� II I �� T g 1 2 r- , sec. floor subfloor r-- ---- L----, L B �4 - - - _ - - - �— - - B sec. floor subfloor 12 _____--- plate height g - �4 plate height- %_ - --— ---- - L--- - - -- — T j=1 ,3i � -1 k Alig Align 1 - i- I ,L . - , Align . I I I I � Iri.i 11 I � i ll � I No. Date Description !! i- ' t�_1_l 1 I I 1 I !- Project �— -� E LII l E I I E;' t i 11 1 t 1 Proposed I I I first floor subfloor - - - -- - ; _ _ ; 1 i!1 �r ' `i f ! —- - - - - ==F--- I 1 ITi -AJ 4 i=i ' first floor subfloor Residence top o1 foundation - _- - - - - OL top of foundation I I I I I I 1 1 1 1 I I I I 1 1 1 1 I 1 I I 1 I I I I I 1 I l l For I 1 I 1 1 1 I I I 1 Fred & O i i i i i i i i I Donna I I I I I I ; top of slab top of slab Fragola top of footing top of footing __________________T_._____-__-_-___--_______--________-_________-________--____---_--_-_____--__-_________-______________._-______-__--_---_-__-__--_--__---_----_-___-___-_____________________-__--------___--___1--L--------------------------------------------------------------------------------------------------1_r___________________________________--------_----__--_---_-----_----_---_------ J_T--------------------------------------1_T_____L_T---------------------- L_1 - - 1 1 I 1 1 1 I 1 1 1 1 I I 1 1 I I 1 1775 Point Pleasant Road Mattituck, NY 11952 Proposed Rear Elevation Jurisdiction : 1/4" = 1 •-o" Town of Southold Suffolk County DRAWING REFERENCE NOTES Drawn By: q typical siding (see spec.) M.D. Checked By: 1 1i B typical roofing(see spec.) M.A.M. C typical metal roofing(see spec.) Job No. 2412 - typical board and batten siding (see spec.) (�J Sheet Title thin stone veneer to be selected(see spec.) Elevation foundation wall below(see fnd. plan) - Rear Sheet Number: E f I\/I i c h a � M ."a c'.- r i n Arch itect 97 L Main Street Stony Brook NY 11790 phone. 631 686-6585 email. MMacrina@MMArchitectAIA.com web. MMArchitectAIA.com These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted top of ridge _— — — — — — — _ — — — to the fullest extent of the law. Copyright 2024: Michael Macrino Architect, pc. All rights reserved, _ B no part of the plans may be reproduced without T I T7 I r---- the expressed written consent of the architect. I Drawing Status 12 . 1 1 I 1 � � 1 B I I I Issued -fr I ; I q Const ction plate height ----_-_�----T---�--'__-=�---------------------------------------------------------------�: _,---'--- ;---- I I I 1 I 1 -- } ,Align 1j Dates -i 213 214 A B Ly- . � 8/30/24 Bid Set z 1 1 129/23/24 Issued for Construction 12 _____________ 12 - -, 1 12 1/14/25 Issued for Construction - �. .I �- rrrr —---------------------—---------------------- - -- sec. floor subfloor B — 71 TT_ , I plate height 1 I - _ T Align Align a I ` bracket _ L,_' _ - -' T- 1 1 1 112 -TTI 117 118 1� 120 _ -1221-�1T� 123 \ q q �` No. Date Description 1 1 I _ L ! q � i Y q q q 1 -_ �� / \ 124 36" i8p} - Project r r T J / \ LLI rtL - f 123 f,; !, sry/ `,, ,, < Proposed -} r T - T __ - - _ _ - first floor subfloor _ __,11 > , � E Residence tore of foundation _ _ T ? r I T - - — - _ - , 1 1 I 1 1 1For 1 1 I I Fred & � r------------- I !---, I C01 I I I 1 � 1 1 I I 1 , ; ; ; ; ; r ------------- -------------- Donna I to of slab `-- 1 I \ I / I 1 � 1 I � I I I I 1 � 1 1 1 , ------------ ------------ to of footingI 1 ' ` I 1 I 1 I 1 1 1 `. I I I 1 1 1 1 I 1 r______________� Fr ago la ' ```` ' 1 1 I _---i_________________________________________' 1_;i---- -------------'-a.___1_' `� __________----_-------_---------.'-,r__-___-_-_-___-___'_a_____________-__-____-_____-___---_-__-_�_i-_-___-_-_____ 1 J i 1 I 1 1 1775 Point Pleasant Road 1 I Mattituck, NY 11952 Proposed Left Elevation Jurisdiction : /4" = -o•• Town of Southold DRAWING REFERENCE NOTES Suffolk county (� typical siding (see spec.) Drawn By: 61 f� \ I�J M.D. j����1Y. typical roofing (see spec.) t ) ? , Checked By: c,,M A. . l . typical metal roofing (see spec.) M. \ Job No. typical board and batten siding (see spec.) 2412 ' I thin stone veneer to be selected (see spec.) Sheet Title foundation wall below(see fnd. plan) Elevation (_J - Left Sheet Number: 13 'e g-: i hi&a E�,kI a C r i n .0a Arch itect 97 L Main Street Stony Brook NY 11790 phone. 631 686-6585 email. MMacrina@MMArchitectAIA.com web- MMArchitectAIA.com These plans are an instrument of service and are the exclusive property of the architect. S1 S1 j S1 Infringements of the concepts and design ideas A3.6 ------- -- ------ A3.6 presented o these drawings shallbe prosecuted A3.6 -__ s ed n awm - - - - - — - ------- ----- ---------- ------ o i ht 202 ---- t the fullest extent of the law. Copyr 4. Michael Macrina Architect, pc. All rights reserved, p g --- --- -- ---- -- - late height to of ridge _ _ _ P 9 _ _ _ _ _ _ _ _ _ _ _ - - - - - - no part of the plans may be reproduced without - the expressed written consent of the architect- s f - -� 1- ✓ < rz 12 .7? Drawing Status 12 i= 16 �= x�7 12 1 s (1)3/4"dia. carriage l 16 � ,J �- ( ) /4"dia.carriage bollt at each collar tie to 1 2 7> ;J rafter — bolt at each collar tie to — - �_ 16 fter connection rafter connection 16Y 7>� � � 'ol bot. of collar ties °> Atticj�� 12 ) ` !� Atticj Issued V of 16 Sa 2"x5"knee wall -to C ? 12 2"x8"collar ties ' to support R.R. at 32"oc(10'length) 4 , ConstiC�ion 16 S2OIL plate height o =i,= A3.6 - - - Attic _ - o (1)Y4"dia.carriage = i" ---- S2 i - -_ ==,1 bolt at each collar tie to o III rafter connection A3.6 14" �',' ` �� Dates . overhang _ Bathrm. #4 Bedroom #4 > S2 a, 8/30/24 Bid Set - -- bot. of C.J. o A3.6 9/23/24 Issued for Construction _-_ L i� - - r- Attic � I !i ( ' � f t !' I j frame rafters on a 1/14/25 Issued for Construction garage ceiling x \x x. ( , S2 I '�. ky x ' �C i! it (see plan ', �i triple 2"x6"plate '�' ;I, over subfloor A3.6 0, I �� I!. fi second ,� ;, I ( I ! —__' _ _ _ sec. floor subfloor r _ late height >] _ subfloor �\ r ----- - — --- - - 1, P 9 plate height Type-X gyp- board to all walls and _ _- -; ' - see blan (see plan) ,(see plan) ceilingm garage a �( plan) 9 9 flush beam flush bealm - t, 35" > Align overhang Garage G a ra e I z _ i S < y Frame wall with 2"x6" II L s i _ microllam studs from i' I li 11 281" i +l a, V I u d I';I, j first floor subfloor to La u n Iry I overhang No. Date Description Room = -- -- — Study ' II'' o L second floor plate ! j z ---- Room iI L i� Project . Foyer 1- - _ 0 S12 S10 Prposed I A3.6 II A3.6 L, -first floor subfloor I first floor subfloor _ - _ - _ Residence 00 � top of foundation - - - - - _ - _ ---- For ------------------------------- r -------------------------------------------------------------� I I ------ - Bedroom #5 ---- Recreation � Fred & L--------------, k, Room a Donna-------------Sect"on l .. I____L__— Fragola� ��, I ! i to of slab topOI of footing I J • I L_____________ • - _ _ _ � ___ _ Milli _______ _______ Jill 1775 Point Pleasant Road Mattituck, NY 11952 Jurisdiction Town of Southold Suffolk County Drawn By: =c2-D Af� M.D. _ Checked By: 1 M.A.M. O Job No. 2412 '1 Sheet Title Secti n _ A Sheet Number: PR °V I A3.6 _ _ _ _ _ _ _ - _ _ - _ - _ _ - _ top of ridge beam � r� L 12 \ 12 11F, 77 V 11 II yN �Zp 00li c a S2 S2 �� A3.6 Z A3.6 -ra KA . C r n --a OIL plate height -- ----- -- - - --- - --- ---- Arch iteh. ct - - - -_ - - - -- j o � _ g � 97 L Mam n Street Sto y Brook NY 11790 i t10" t10" � r --- -- , - -- - °ng j Bedroom #2 a an : ----- ----- phone. 631 686-6585 S1 o email. MMacrina@MMArchitectAlA.com S1 A3.6 - web. MMArchitectAIA.com ' A3.6 - - - - - l - � � 12 4� top of ridge These plans are an instrument of service and are - — — the exclusive property of the architect. top of ridge -- --- -- - - --- --- - - S8 < P P y — — j; > h '� - 1 , , 12 S2 . Infringements of the concepts and design ideas 12 I i' `_ �� k A3.6 presented on these drawings shall be prosecuted _ ____._____. ---_-- �� - ✓ C 4 a' to the fullest extent of the law. Copyright 2024: 12 A3.6 I I'. S5 4� �4 S5 -J I !: L �� _ 1-,'X1 , sec. floor subfloor t _ _ _ _ Michael Macrina Architect, c. All rights reserved, A3.6 A3.6 { \� A X X r S� " no part of the plans may be reproduced without ti X\ �: � k� ',J _' X x aJ_- y.v"J X - ::1 - - _-- '-e _ plate height the expressed written consent of the architect. top of beam f14�n %ign - ravel D tat us n S ' 'I'' I1 I overhang ' I I rr - � � � `' t141' overhang z CDX plywood I! overhang 2 r I sheathing to I! I underside of C.J. -- Kitchen overhang - - --- -- Covered - Uncovered - -- ; ; j I Bedroom #1 - II ; ; Issued for j Pa'tio #2 j j Patio -_= - ' I , L;onsbouctiol S10 A3.6 _ ----- -- --- ---- - -- --- -- --a �� - ----- I —-- =-- I ' first floor subfloor j first floor subfloor - Hii r - - - - - - I . K _ _ - _ _ _ top of foundation• Dates . - rr• 8/30/24 Bid Set ■ . Se ct�o n Unfinished 9/23/24 Issued for Construction EEMechanical - ' 1/14/25 Issued for Construction .. — .. 1/4 — 1 -O CellarTf OL It I L top of slab F S1 - _ - _ - _ _ _ 1 OL top of footing I A3.6 ,a — top of ridge - - - - - - - - - - - - - - r� tiy, No. Date Description ti Project ZJ 12 �I �- 12 Proposed ii 11� Residence I,s Attic , S2 - Y S2 A3.6 ��� �LjZ A3.6 For r N plate height - - - - - - - - u' -6n _ 4 1 Fred & n ±10" overhang I I - 1 - overhang Bathroom #3 it II Donna I I i' I y Fral o1a S5 12 - = I LO �12 A3.6 4� ! ! II - 'i ;�, flush beam �J8 S2 1775 Point Pleasant Road under able wall � plan) sec. floor subfloor _ _ - _ ` see3 Mattituck, NY 11952 late height �� ,� �, P / �\ y >�� �, Y 1���1�x. 1�fY Y\ 1��!Y _ late height Jurisdiction —I r ---- - - T--AlignT Town of Southold overhan9Suffolk County Garage i- I� j ! ±27" Covered _ ----_ -----y- --► -- - - b ! ----- � - ---- T --- ; ; overhang i Patio #3 Bedroom #1 Hall W.I.C. ! II lid t Drawn By r^ M.D. S12 Checked By: --- I j I I A3.6 M.A.M. _ II first floor subfloor first floor subfloor L Job No. top of foundation 2412 --- p _ Sheet Title r---------------------------- Section , I:. � Unfinished � ------------------------------- _ r i i Recreation Gym I B C Mechanical ;- 1 'I Cellar i Room i I • - a ! p . r-------� tap of slab � - �- - - •b• � I -- - --------III: j - i i------� top of footing - - Sheet Number - =-----------------------------------� i <. .. . AM iT Section Overhang " 5�" 17 typical roof shingle plywood sheathing , ice and water shield .�'' _ -_ F1 Iunderlayment 8 trim board -- - NA i C h I oo Mfr: Timberbuild.com rake board a C r1 n a Model # 13T1 Roof Rafter Plillilrch 6toCt -- - - - - Finish: Smooth - Species: Western Red Cedar---- -- ---- - I - ------ - -- -- i----- - _ to of ridge _ _ _ ! 97 L Main Street Stony Brook NY 11790 soffit board ry , 6-6585 d S> - 1 1email. MMa 8 naC)MMArchitectAlA.com �Z� 1 12 Bracket Detail '/�' frieze board o web. MMArchitectAIA.com r` LLL "CA t0 scale blocking These plans are an instrument of service and are S2 ��+ Attic LJ S2 the exclusive property of the architect. �y Infringements the concepts adesign ideas 7, I me of and --- -- --- _ _-- A3.6 N A3.6 presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2024: Michael Macrina Architect, pc. All rights reserved, plate height typical siding no part of the plans may be reproduced without 5Y" the expressed written consent of the architect. - -- } 1' 10 t l ; - - - -- dsheathing -- - - - - p ywoo r - - - - - I ' I i lign - Drawing Status . 0 �g II 12 o ang Typical Rake Detail !i Bath rm. #1 i o N - Issued r Mfr: Timberbuild.com o n s l�u I - - - - Model # 13T3 I ; I Finish: Smooth Ul o I __S10- \\ typical roof shingle A3.6 Species: Western Red Cedar \ \ S10 I� ! ---_ _ -. -_ - - _ first floor subfloor ice&water shield from fascia ----- A3.6 - a . to 24"past inside face of wall - - Bracket Detail 'B' to of foundation -------- ---- P ywood sheathing ---- - - - -- -- -- 1 l.; not to scale ILI Dates Cellar - 8/30/24 Bid Set roof rafter Stair ! ;I! \\ 9/23/24 Issued for Construction it 20 j 1/14/25 Issued for Construction �+� tyPcalchimn y p ------------------------------------ Gym i e ca b �li it - - 3/4"P.T. Plywood typical gutter Ice&Watershield Xy 2"x soffit ` underlayment framing at 16"oc ° top of slab �I 4 - top of footingI' °• .'1 !° - - - - ------- -- \j \.. �� % \\� _ fascia board °: 2"thick --- -------- ------- j ! ■ ---- - ------ Section . ..: ______________________________ _ ________--- ' ' bluestone cap --------- (D >---------i 1L- _ I soffit board 1/4" = 1 '-O" Drip Cut 2 6 j frieze board No. Date Description ED2" I 2 6 � i�','I — -- \ ii Project Y/ Ac ; , 5/4"pack-out top of ridge beam _ _ _ _ y Thin Stone Veneer �; \.\ yy`�` Proposed Ice&Watershield (D o j underlayment i Residence �'C°\\ typical siding - � Y I; x S �6 ij I 5/8"PI Sheathing I N Y 9 ttl ( v ;i` i' plywood sheathing GO !; For r Typical Flat E ave Detail Wood Frame j late height Fred - _ - Chimney Cap Detail IV Donna \"\ typical roof shingle I Fra o a \ x 1775 Point Pleasant Road ice&water shield from fascia to 32 24"past inside face of wall A3.6 Mattituck, NY 11952 5 plywood sheathing / , S5 4.5 � scupper i 1 proof rafter ,�� Jurisdiction : A3.6 r Foyer sec. floor subfloor late height Town of Southold top of beam -- -- - F _ _ = - _ -------------------- Suffolk County _. > � �� III, i ', ---- - - — -,r 1 - -- - If typical gutter Drawn By. �2"xgsof iit� 1 overhang q, j t15" framing at 16"oc M.D. Covered / �I i j blocking as Checked By: f' t I i,�l ! o ! necessary 7 '1 i Kitchen ; Syr !! 1 , Patio #1 ,I ilri M.A.M. fascia board1- - Job No. �O i 2412 f - low porch beam \ i' / soffit board 1 I' it first floor subfloor _-- _ _ _ _ _ _ _ -1 _ _ _ \ first floor subfloor -f- _ _I_ (see structural plan) � III, I ' / Sheet Title top of foundation _ _ _ _ _ - \ j _--_ _ ld a overhang Sect. o u P.. _ blocking as / (see roof plan) necessary DIE - • '' ! Section Unfinished T - Exterior Details = Section _r Mechanical wrap beam with o i .. _ .. 3/4"'Versatex' o 'I/4" = 1 '-O" -1 /4 1 -O _ Cellar Align w/ width of column - .J* il I� 1/ - I 1 d Sheet Number Typical Porch Eave Detail top of slab top of footing _ - _ - _ - _ - _ -