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Home My WebLink About51439-Z �o�apf SOUTyo`o Town of Southold * * P.O. Box 1179 Ao�Mc 53095 Main Rd UNTr." Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47000 Date: 04/27/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ALTERATION Location of Property: 1270 Trumans Path East Marion, NY 11939 Sec/Block/Lot: 31.42-8 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 10/10/2024 Pursuant to which Building Permit No. 51439 and dated: 12/05/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations including an unfinished (storage) basement, rear deck, front covered porch, and an outdoor shower to an existing single-family dwelling as applied for. The certificate is issued to: Alberto Kaplan,Anne Carey Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51439 12/22/2025 PLUMBERS CERTIFICATION: Pipe Dreams Plumbing 2/12/2026 Auth ' ed Signat e of Say fyo`o 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#: 51439 Date: 12/05/2024 Permission is hereby granted to: Alberto E Kaplan 468 W Broadway Apt 2H New York, NY 10012 To: Construct additions and alteration to an existing single-family dwelling as applied for to include deck repairs, outdoor shower, interior alterations, HVAC and modifications to existing porch.Additional certification may be required for thermal envelope improvements. Premises Located at: 1270 Trumans Path, East Marion, NY 11939 SCTM#31.-12-8 -,Pursuant to application dated 10/10/2024 and approved by the Building Inspector. To expire on 12/OS/2026. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $968.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $1,068.00 Building Inspector pF SO(/l�olo Town Hall Annex Telephone(631)765-1802 54375 Main Road y P.O. Box 1179 Southold,New York 11971-0959 o�yMUM�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Kaplan Address: 1270 Trumans Path city: East Marion st: NY zip: 11939 Building Permit#: 51439 Section: 31 Block: 12 Lot: $ WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Promaster Electric Corp. License No: ME-59226 SITE DETAILS Office Use Only Commercial Indoor X Basement X Service X Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation X 2nd Floor X Hot Tub EV Charger New Addition Attic Spa Generator Surrey Mezzanine Garage Dock INVENTORY Service 1 ph X In-wall Heater Recpt 47 Ceiling Fixtures 10 Smoke Detectors 3 Pump Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 CO Detectors Heater Main Panel 200 A/C Condenser Single Recpt RecessdFixtures 21 Combo Smoke/CO 3 Transformer Sub Panel A/C Blower Range Recpt Ceiling Fan 3 Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt UC Lights Fridge AutoCover ARC Blower Heads Switches 24 Pucks Lights Dishwasher Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED Microwave Garbage Disp. ARC/GFI 18 ERV Exit Lights Bath Exhaust Hood Dehumidifier Other Equipment: Notes: HOUSE RENO Inspector Signature: Date: December 22, 2025 G Town Hall Annex yy► y� a Telephone(63;1)7,6f-1 2 r- 1 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 F E B 1 22026 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 2 - Building Permit No. Owner: AM, c (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this � ' 790ff 2ow Notary Public, l kv-" County PAUL C CAPERNA NOTARY PUBLIC,STATE OF NEW YORK Registration No. 01 CA6151160 1 Qualified in Suffolk County CQUnty Commission Expires August 14,20 Sl f 31 ho��,oF soulyolo — - # # TOWN OF SOUTHOLD BUILDING .DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [" ] ROUGH PLBG. [ .] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ q'FRAMING /STRAPPING [ ] FINAL [ . ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY.INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ "] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ . ] PRE C/O [ ] RENTAL REMARKS: Gt/IA 41:�-d * Nmmqts ,5 vc1v o v G A-akX1 - B zed c mil ff A v Ago 5 . en e ii v- ALs dL�� 1�e, /l e T ort Y e,a^bl?a.e k1l 4L DATE INSPECTOR" Of 50U1y0� # # TOWN' OF SOUTHOLD BUILDING DEPT. °y�ourmN�'' 631-765-1802 INSPECTION [ - ] FOUNDATION.1 ST/ REBAR [ ] ROUGH PLBG. [ .] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: oo k 9�okabl, �� • DATE 'l l7- �� INSPECTOR /Y.� /////ll \` OF SObTyolo TOWN OF SOUTHOLD BOIL G DEPT. °yo ,N�o 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: G P" DATE INSPECTOR SOUIyo �o �o # TOWN OF SOUTHOLD BUILDING DEPT. coum� 631-765-1802 �-,oi INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ _ ] CODE VIOLATION [ ] PRE C/O` [ ] RENTAL REMARKS. l DATE Y'S INSPECTO SOUlyolo - # TOWN. OF SOUTHOLD BUILDING DEPT. ou �a� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] .FOUNDATION,2ND [ ] I SULATION/CAULKING G FINAL[ ] FRAMING [ [ } FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Almm e '(- 01o'ns 12zag'-c" 4e2 0/10"0,5. loco hms. 6-va-4k geedtd lowee le✓el/s�s: �x _ _ .c'Q-Gies -fo �—"•C-�loo2 . ,{�a�d�Ls �o �—``��/od2. �-ree�L. lleelW s �2 he, s e-&-J he v- cen4trh !'Zvn Ae .a-6 Rvss 10Ae-A 4e- - eel AAAe.�. f7ilm hi A' j Gee-h4-- e.. 91 -roses DATE 0-A INSPECTOR- C' �' oaoFso�yo� �q 3 q ra �o T��,�� S P4_81 * # -TOWN OF SOUTHOLD BUILDING DEPT. `yto +N 631-765-1802 INSPECTION [ - I FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION j ]" FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 10 l'to U:5 E 6 OuMA i v. Wed, em, r1of woi-kl*vl DATE IINSPECTOR ' pF SOUTyolo 0 7131 1 a 70 14 a-7'�+ * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR Low o��OF SObTyO -- # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]. ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O .[ ] RENTAL REMARKS: a S �o a, e� L; 5 n eg I f2dt'ot /,144Y443 need Aj " J/104-94,7Z10,�-1 la-)v 6 vvi 6rjAe-0 IA w [0 6 d DATE o2s INSPECTOR i 24190 Main Road studio a/b 1330 Trumans Path PO.Box 444 glynis@studioabarchitects.com East Marion,NY 11939 Orient,NY 11957 architects www.adizumiberry.com tel.631 591 2402 tel.631 323 1426 April 22, 2026 Building Inspector, Building Department, Town of Southold Letter of as-built Certification, amendment of the previous letter dated Feb. 13, 2026. llrV ,L � Re: Building permit#51439 Ste Address: 1270 Trumans Path Owner: Alberto Kaplan To whom it may concern: I, Hideaki Ariizumi, architect,with my best knowledge, states that all revised constructions were properly executed as per Code as shown in the revised drawings, showing on Appendix A and B. Appendix A: Drawings submitted on 7/22/25, referenced to Feb 13 letter Appendix B: Drawings attached to this letter, including CD13 S01 and S02. S02 was submitted on 7/22/25. On this new attachment, I clarified by omitting an alternative detail (text only, which was not used). Also, I revised the language to clarify the revisions. S01 was not submitted on 7/22/25, as considered enough described in detail drawings on S02. However, I included this here to make it all clearer. List of major revisions due to the poor conditions discovered during constructions are followings: 1. 2FL decking layout revisions. See S02, Dwg#1. 1.1 Addition floor filling the existing horizontal opening above dining: (change joists direction and end joist to receive the new joists. 1.2 Reinforcing 2FL A1.5 Girder: reinforcement for poor existing (2)-2x8 construction. 1.3 Reinforcing 2FL B2 Girder, between Al and A2: reinforcement for receiving joists (#1.1 above), and A1.5 girder(#1.2 above) 1.4 Reinforcing 2FL B1.5 Girder, between A2.5 and A& reinforcement for poor existing (2)-2x8 construction. 1.5 Reinforcing 2FL B1.5 Girder, between A1.5 and A2.5: reinforcement on existing (2)-2x8 for new stairwell. 1.6 2FL B1.7 Box frame for new staircase opening at its east side. 1.7 2FL A2.1 Box frame for new staircase opening at its east side. 2. Connection Details other than the standard hungers. See S02, Dwg V. 2.1 Drawing top-left: Top and bottom connections for the new 1 FL steel column west side of the new stairwell. (near A2 x B1.5) 2.2 Drawing bottom-left: Top and bottom connections for the new in-wall column south of the Bedroom. (A2.5 x B1.5) 2.3 Drawing Top-right: Connection Detail and a note for 2FL a1.5 girder and B1.5 girder. 3. 1 FL floor decking revisions corresponding to above#2. See S01 Dwg#1 4. A 2'x2'x1' point foundation under the existing steel column in the basement at A1.5 x B1.8 was installed during this construction, since there was no foundation existed. See S01 Dwg#1 $2. This item was not described in the Feb. 13 letter, since this is purely a correction on the existing construction, not due to this alteration and/or its revision. Sincerely, �5 P�U ARI/?G JC nn fr- Q 0231a1 �O TF OF 1194E� Hideaki Ariizumi, AIA Appendix A: Carey&Kaplan CD13—A02, A03 &S02 Amendment(most recent revision date 7/21/25), submitted on 7/22/25. Appendix B: Carey&Kaplan CD13-S01 &S02 Amendment(most recent revision date 4/14/26), attached. This S02 replaces the S02 in Appendix A. 1 24190 Main Road studio a/b 1330 Trumans Path PO.Box 444 architects glynis@studioabarchitects.com East Marion,NY 11939 Orient,NY 11957 www.ariizumiberry.com tel.631 591 2402 tel.631 323 1426 Li February 13, 2026 "I II , f Town of Southold, Building Department F E B 1 8 2026 l2Z o Tau � �`ttt �t o� A1�o..�ok�p1 oy� To whom it may concern: I, Hideaki Ariizumi, architect, with my best knowledge, states that all revised constructions are properly executed as per revised drawings, most recent revision date 7/21/25. Sincerely, r.;-✓� ARC, .`- `� O Qf 4 Il r aT, `023 S �0 T� C�r1 C}F VY." Hideaki Ariizumi, AIA Appendix A: Carey&Kaplan CD13-A02-03&S02 Amendment(most recent revision date 7/21/25) 1 Bunch, Connie From: hideaki@studioabarchitects.com Sent: Monday,April 6, 2026 11:57 AM To: Bunch, Connie Cc: Anne Carey, Eduardo Kaplan; Glynis Berry Subject: letter to Building Attachments: letter to BUilding scaned.pdf Hi Connie, Thank you clarified at the desk the current condition, re: 1270 Trumans Path, E Marion. Actually,the letter, I was talking is the one you copied for me with the yellow pad. See attached. My letter was issued on February 13th with the drawings. And the letter has a stamp saying, "received Feb. 18, 2026." The yellow sticky pad saying 2.25.26, meaning that this note was supposedly made based on my 2/13/26 letter and drawings referencing. And, unfortunately, nobody let us know about this note, until I asked about it today. The drawings have all structural changes we made,framings, connectors,etc.,which is I am certifying on the letter. So, I have no idea why this note was made, repeatedly. One clarification: The note includes footings posts. But we did not change them for this construction. Actually,the existing construction was so bad. So,we reinforced the footing for one existing steel column. But that was not directly connected to the changes we made. Therefore,this issue was not included on the Drawings. Let me know, if we need additional actions. Hideaki Ariizumi,AIA ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 CTION REPORT DATE COMMENTS b 1 [n FOUNDATION (IST) —-- FOUNDATION (2ND) �l21 vN� l R AIN CS � o v � • A rM-s s v CRAf b;*,0e,-- w1' ROUGH FRAMING& � O cot)Aq yG PLUMBING "v. rs IT 1 ee e�C _ 1 INSULATION PER N.Y. (R STATE ENERGY CODE - �l FINAL Xe 51r- sio�t �eed�.(.. �n a=`� Q ca.G�/ems • r�.�(2ai�o/— �� gg IzA/v / 5?/Lr fit v i�/Lrle s he- saewlza n ADDITIONAL COMMENTS C C. ic S de✓ �' et4 reed _ b OSgfFU K TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 5: ail Telephone(631) 765-1802 Fax(631) 765-9502 hi!ps://www.so-utholdtowm.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only }j �.�\t j 'Y; PERMIT NO. 51 Building Inspector: -' OCT 1 0 2024 Applications and forms must befi•Iled out in their'.entiretyJncomplete applications will not be accepted.j Where,the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed ,�3 r �, 7r a Date: OWNER(S)OF`PROPERTY Name Alberto Eduardo Kaplan and Anne Carey SCTM#s000 31.-12-8 Project Address:1270 Trumans Path East Marion, New York 11939 Phone#:917-862-7067, 646-732-3514 -Ti mail:aekapIan1@mac.com, ac@secondand1Ot -------- - Mailing Address:468 West Broadway, 21-1, New York NY 10012 ''CONTACT PERSON . Name:Hideaki Ariizumi Mailing Address:PO Box 444, Orient, NY 11957 Phone#:631 323 1426 Email:hideaki@studioabarchitects.com DESIGN PROFESSIONAL,INFORMATION Name:Hideaki Ariizumi Mailing Address:PO Box 444, Orient, New York 11957 Phone#:631 323 1426 Email:hideaki@studioabarchitects.com CONTRACTOR INFORMATION: Name:Not yet_selected _-....� _ _ -: _.______•__ - ---- Mailing Address: Phone#: Email: DESCRIPTION`OF'PROPOSED':CONSTRUCTION ❑New Structure ❑Addition ■Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑other $Not yet estimated Will the lot be re-graded? ❑Yes ■No Will excess fill be removed from premises? ❑Yes ENO 1 PROPERTY INFORMATION Existing use of property:Single Family Dwelling Intended use of property:Single Family Dwwlling_ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R 40 this property? ■Yes ❑No IF YES, PROVIDE A COPY. ■ Check Box After Reading. The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code:'APPLICATION 15 HEREBY MADE to the Building Department for the Issuance of.a Bullding Permit pursuant to'the'Building Zone ordinance of the Town of Southold,Suffolk,County,New.York and other applicable Laws,Ordinances orReguletions,for the construction of buildings, "additions,alterations or for removal or'demolitionas herein described The applicant agreesao comply with all-applicable laws,ordinances,building code, „housing'cod Ie and regulations;and to admit authorized inspectors-onpremises and in building(s);for necessary insp(ictions.False statements made herein are punishable as'a Class A misdemeanor pursuant to Section 210.45 ofthe New York State Pena Law. Application Submitted By(print name) Hideaki Ariizumi ■Authorized Agent ❑Owner Signature of Applicant: Date: 10 b— 2 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Hideaki Ariizumi being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (architect) (Contracto , ent, rporate 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 1— v eY' c da of C 20 � tary Public TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.01DWs$Qg90a QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE Sr,,2PR_(e Alberto Eduardo Kaplan and Anne Cal 1270 Trumans Path, East Marion NY I, ©residing at 11939 Hideaki Ariizumi do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. 9== k,-c 6.1 09/24/24 Owner's Signature Date Alberto Eduardo Kaplan, Anne Carey Print Owner's Name 2 NO- 7^_ BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK ' PERMIT NO. 10850 DATE: OCTOBER 15,2025 ISSUED TO: ALBERTO EDUARDO KAPLAN&ANNE CAREY ( PROPERTY ADDRESS: 1270 TRUMANS PATH EAST MARION n i NOV 3 202 ` SCTM#1000-31-12-8 .2. r® i7.3.4 tEd i AUTHORIZATION `='4'' '7 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 October 15,2025,and in consideration of application fee in the sum of$1,250.00 paid.by ALBERTO EDUARDO KAPLAN& i ANNE CAREY and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: i _ Wetland Permit for the existing 1,154.87sq.ft.two-story dwelling with a 79.06sq.ft. { front porch,334.75sq.ft. deck with a 41x6' south platform and stairs to ground, and t + 664.10sq.ft. detached garage/shed; replace existing,and add new windows and patio i doors; re-side dwelling; reconstruct 79.06sq.ft.front porch with a canopy,a bench and stair relocation; reconstruct in-place 334.75sq.ft. seaward deck with 4'x6' south platform and stairs to ground; install a new staircase to ground off deck; install one at grade paver area and steps down to one below grade paver area(198.4sq.ft. total area), with±15' long and±3' long retaining walls;under deck remove existing partially m- ground 337.34sq.ft. screened-in porch, 12'1 %" long,and 27110%1' long retaining walls and reconstruct in-place; and to reconstruct existing 4'x4' outdoor shower;with the condition to establish and perpetually mamtam a 15°vegetated nan;turf'buffer { ;1andward.of the.top of-bank,and a non disturbance buffer.seaward#f the top of bank; all as depicted on the site plan prepared by Studio A/B Architects,received on September 18,2025, and stamped approved on October 15,2025. 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. �Qg11EFl?�gc , o � co oy i PROJECTSUMMARY - ' al 82 83 studio a/b architects I r. —T?— Al •.`•��Yam , �w�e+.a Ili imil SUMMARY OF ZONING COMPLIANCE: T4ai`c 17 f I ^•-----».-..-•`�`"`�I--.f 91�. .._...__,n=reb_._.o[n,i� \ -tLlMb•]. • 11 1. �k.SM ebmCmJ " I I.b eml..�a r., _. -w.._. bm' Mar•gIP { I c vn,]rt-r rs 1 4 rryr' S'i`T-''I Kaplan and ¢ K -"'4a.-.sE ,I. (ram--. f._. ` 1�, - A ,wm.. ?• AnneC toy; f iarJa n sc r••.1� ' Wayivo .It USTE ' T{'J r OF SOUTHO DAT� `� I La x I ISM' �0�5 t ':12:">�: 5>...r T j '.__� At f; t •-��A-7 _- Ate I ] ., r. . L — rml - \ w,•. .S.]sr TaitC4Y1k"JUM 1 M..o:°L- , . y ,.wlf - '- Ip•Ev1 .. I+q!ata:r i ,.wiM�i.r.a —V�1nww Al q2 2 ' r+t•'an - J /1 A3 a-r,s..a.. �,,ii:T ru in .x""` c o xxow a.a wsfwan"ianwvs. Ir�•nenu V A3 ' OV•m 'Arraa,fla]] �,Y:tDiaaO }r•'S•+¢C.N 11� 4: L raun.a °..r+..:. "m'm• cnm+a � O� 81 ana " c'"'' rAl .a!n m ww cssna i'.`mce r � •�� ', 1 S;�y M _ nw_ yuuJt i.:•a. \/ I �•+�� IM{._ n ...swrti. -_�-_ ��.n vn aEVlvwmoN f � �;caf*IaTrxuCxv 1� ..C - i\ I VL .J1 ti1 � e� •`..7J�kiF '' .. -,} 'mr�r,yc.'nv}.` � e'°vy a •] r _ y a M.rT] r s wv. � Trrll].�__ �I,.rna:.. �aa aMm•'Yrt� c"i',iv ♦ - .�i �.. ( t�, P�Y en.ox. .ir c .aasf+tv.T n rn. /'n .,;u as �'�'•avw••ra ai-.. � __ s h. aroa r N i" C5tw'T 'n rr..,n•�ao -�•�..�_. FMfxl a9, r¢¢9qu�.5NE. J M fEar(rx �'a1 F��E�pSwP�1 r-M MAIN ROAD . 1... . Ind u T P z"f.+ f t `'� — — fir— ~ SE I 1 /f .-^.!'i- ; fi.r___,-�.� -Dsl.�,. `... 's3_t> •�SIS`. \ ufr �t � w.._.._ � °'ES —LA y'i T t .•e a`��ir V Lt !� ,If :��>,y •� � /1 { ..]af s1.aa.rw —-� .ys _v�e� p .Li"l�Cmv'Mew a"� �'�areu iaafer- - SFr 'I F t �: 1 4 B aallo o al Alteration to Carey& } >'s� .' bd �..":.�' s Kaplan Residence 1 . Project Plan,proposed ri:]p.5alearf a•n ��...��^ ']m rvnaNmq•f' � i I w..w wnrnuwascvcw,]. 11 � ] f I afvrr.,,ceneoun¢en.neocvr ooaa s•o,•rtx °'"]' awn.r.a K..,,s.af..+n-+ �,r ' } �iwwrre�e«e.,,mv nsam' w+nrw�:Muaf p awe.. xof,NISgI Mls.utry.r �� IWN]071 RA nr .ry w• IT6GIlwvn6'Jl,leris..�-- CD P�ER9ncmrh'ow*.glrtaL cJ r-r...�— T WN'JbaY iypcn e A001 so -61 Nichol;,., 5,1375 11,wite 2,5 Presidew p.(). f i()x H 7 9 1"Wit. Southold. New Y-4c 1.1971 Liz Gillool C40 Yho r,C-44i:"'11-t 7 64-',1.89 2 16 U-d Wr I �'O FEB 1 7 2026 BOARI) OF' TOWN TRUSTEES TOWN OIL SO UTHOLD CERTIFICATE OF COMPLIANCE 1"t 2342 C Date- January 12, 2026 THIS CERTIFIES that the existing-1,154.87sq.ft.two-story dwelling with a 79.06saft.—front Arch, 334.75sq,ft deck with a 4'x6' south platform and stairs to vround,and 664.1 Osq.ft. detach ,arap ze/shed; replacement of existing and addition of new windows and patio doors; re-sided dwelh.9211 reconstruction of 79.06sq.ft. front porch with a canopy,a bench and stair relocation' reconstruction ill- place 334.75sq.ft. seaward deck with 4'x6' south platform and stairs to ground, installation of a new staircase to around off deck; installation of one at grade Paver area and steps down to one belo"y grad paver area(198.4sq.ft. total area),with:k]5' long and±3' long retaining walls; under deck removal of existing partially in ground 337.34sg.ft. screened in porch, 12'1 114"long, and 27'10 1/2" long,retainin walls and reconstruction in-place',and reconstruction of existing—4'x4' outdoor shower: establishment of 15' vegetated non-turf buffer landward of the top of bank,and-a non-disturbance buffer seaward of the top of batik, At 1270 Trumans Path,East Marion Suffolk County Tax Map#1000-31-12-8 Conforms to the application for a Trustees Permit heretofore filed in this office Dated July 23,2025 pursuant to which Trustees Wetland Permit 410850 Dated October 15,2025,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the existing 1,1 54.87sq.ft.two-story dwelling with a 79.06sq.ft. front porch,334.75sq.ft. deck with a 4'x6' south platform and stairs to ground. and 664.1 Osq,ft. detached garage/shed,• replacement of existing,and addition of new windows and patio doors-, re sided dwelling: reconstruction of 79.06sq.ft. front porch with a canopy, a bench and stair relocation; reconstruction in-place 334.75sq.ft. seaward deck with 4'x6' south platform and stairs to ground, installation of new staircase to ground off deck-, installation of one at grade paver area and steps down to one below grade paver area(I 98.4sq.ft. total area), with 115' long and±3'11 Iona retaining Nvalls-, under deck removal of existing partiilly in-ground 337.34sq.fl, screened-in porch, 12'1 1/," long, and 27'10 long retaining walls and reconstruction injflace-, and reconstruction of existing 4'x4' outdoor shower: establishment of a 15' vegetated non-turf buffer landward of the top of bank,and a non-disturbance buffer seaward of the top or bank. The certificate is issued to ALBE-RTO EQUAltDO 1.<AIILAN &ANNE CAREY owners of the aforesaid property. Authorized Signature P -3 E v E WLIL G DEPARTMENT- Electrical Inspector Jillf��o�uFFt►(k�o�y TOWN OF SOUTHOLD o - JUL 2 2T&Im H nnex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 v41- Building Dppa leghone (631) 765-1802 - FAX (631) 765-9502 Town oI' - &91 �southoldtownny.gov — seand(a)-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFO ATION (Ail Rmatipin Required) Date: Company Name: �cTfP� Cor� Electrician's Name: n1' nn o e?. License No.: S922 6 fn e Elec. email: fro .=0-f rig nEt Jill Elec. Phone No: 9-�3 S S 3 4 /-4 . ❑I request an email copy of Certificate of Compliance Elec. Address.: PO bcX 42S- &ccrpoY I Y )( 9 q b JOB SITE INFORMATION (All Information Required) Name: �apl ay) Address: 17-40 A, rtrumans ) rL Fast Oct rr►?)f). Cross Street: f cu'n P9n 25 Phone No.: Bldg.Permit#: S 1 q 31 email: Tax Map District: 1000 Section: Block: a Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: 7 Circle All That Apply: Is job ready for inspection?: Q YES [] NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES �O Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph—Size: :A—#="peter Old Meter# ❑New Service❑Fire Reconnect ood Reconnect _ e Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done o - ervice? Y F1N Additional Information: PAYMENT DUE WITH APPLICATION �� ,7-3 911. G DEPARTMENT- Electrical Inspector ID TOWN OF SOUTHOLD u JUL 2 2TWm H nnex- 54375 Main Road - PO Box 1179 ►* Southold, New York 11971-0959 Building Doae4e0one (631) 765-1802 - FAX (631) 765-9502 Town 4bb .south oldtownny.gov — sea nd(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All in mati n Required) Date: Company Name: )/V 15s I�'l In ,ran ©s Electrician's Name: ##)I' r o o e� License No.: S9,22 6 Mj' Elec. email: s�n7 t� cc roc'• ra c011� Elec. Phone No: 97-3 S S 3 4 / ❑I request an email copy of Certificate of Compliance Elec. Address.: P,9 boX 42S G,fc"POY IVY N 9 q �• JOB SITE INFORMATION (All Information`Required) Name: �af)l CN Address: 1,24o 44 rt t0 ftial's n � 5� rfinrr»f)- Cross Street: M,-U,n P9CL 2S Phone No.: Bldg.Permit#: S I L4 3`� email: Tax Map District: 1000 Section: I Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUD�SQUARE FOOTAGE (Please Print Clearly): �c.., � �r��. �- �• �Zz,c7 r! ire_ ►� G�( �._-��IY� Square Footage: Circle All That Apply: - Is job ready for inspection?: ®YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑'NO Issued On Temp Information: (All information required) Service Size Ill Ph❑3 Ph--Si --A--#-Meters---Old Meter# ❑New Service❑Fire ReconneetBF ood Reconnect] eF .i a Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done ervice? Y N Additional Information: PAYMENT DUE WITH APPLICATION /,;IT# Address: .-'switches Outlets G F I'-s Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot . DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments Address: /,Z 70 IT# switches Outlets GA'S Q Surface j D Sconces 3 H H's UC L."s Fridge HW POOL ;=a: s 3 Mini Fr. W/D Panel Pump LAhauSt 3 Oven Sump Heater ` Trnsfmr S ckLs DW Generator Salt Gen. ti �a n, Micro GrbDis Water Bond 4 Lights ; a Pucks ERV i DeHum Transfer HOT TUB/SPA r -v Disc o Caokto Blower p Minisplit Blower / ;'in Ps 2vv Have Used Sub r,rnr�s Have Used i4�=? r va ... —,n 4 i Y�F y 4 Ana V to p're''�f��e7' I •_...I ,G• �_ �� I ... _ _ ��.-�. "J _:I `i� .CI � ..r I � ��I�1�. LLild1.� ^ '1�. I l�i.::' - i v� •� _,�'I' ,ir•W�I I,. I 1— Tg . - '-- ._ _ - __ _ __._ _ _ _ - i •�1 !�" -ram I �e _eJ As. 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'� �. IP•' _ice',a,•,. I 1�'�y° wee°- ice. j j Nil drdyyly .y. ) , , —.u+l?I • i - � � °��L°'7i'f "�'"•'�,t'vi'°d�,e��.�T i.:-J� .'ice,_ Generated by REScheck-Web Software .- --`� �m~��b��h �� h�w�� &�"��w�� mw��r� � � ��v� �� w�� Certificate ��w�� " FEB. �~ . Project {��[8V /� ��@O F��Si��D[f� ^ - Energy Code: 2018 KECC Location: Southold, New York Construction Type: Single-family Project Type: AltammtUmm pnVectsubTyve: None Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 127OT,umansPath nideakiAriizumi East Marion, mYz1yay studio a/barchitects 24l9O Main Road Orient, mY11es7 oszs2y14za hiueam@stuuioauarcxitectszom Compliance: Passes us'ing prescriptive requirements for alteration projects Slab-on-grade tradeoffs;are no longer considered in the uxvrperformance compliance path in nsscheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation n'va|ue and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Flat Ceiling existing, mo changes: Flat Ceiling vr sdsoorTmss — _ _ _ _ _ --- Exemption: Framing cavity not exposed. Cathedral Ceiling existing, No changes: Cathedral Ceiling — — — — — — --- Exemption: Foaming cavity not exposed. Walls existing, mn changes: Wood Frame, zo^ oz. __ __ __ __ __ __ --- Exemption: Framing cavity not exposed. Additional Door area: Glass Door(over s»%glazing) su 0.290 0.320 zz zz sHsc: 0.32 Additional Window apea�area:Wood 70 o.z*o 0.320 zo za s*sc: 0.31 Floor: All-Wood Joist/Truss _ _ _ _ _ _ --- Exemption: Framing cavity filled with insulation Project Title: Carey & Kaplan Residence Report date: 07/18/25 Datafi|ename: Page lof 2 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. Hideaki Ariizumi, architect 7/22/2025 Name-Title lAnature Project Title: Carey& Kaplan Residence Report date: 07/18/25 Data filename: Page 2 of 2 Generates! by REScheck Web Software CCompliance Certificate ,ti,o Project Carey & Kaplan Residence �25 Energy Code: 2018 1ECC Location: Southold, New York ° Construction Type: Single-family Project Type: Alteration Nr;��' i vi= Project SubType: None �' Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 1270 Trumans Path Hideaki Ariizumi East Marion, NY 11939 studio a/b architects 24190 Main Road Orient, NY 11957 631 323 1426 hideaki@studioabarchitects.com C, ompliance; Passes using prescriptive requirements Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Flat Ceiling existing, No changes: Flat Ceiling or Scissor Truss --- --- --- --- Exemption: Framing cavity not exposed. Cathedral Ceiling existing, No changes: Cathedral Ceiling --- --- --- --- -- -- --- Exemption: Framing cavity not exposed. Walls existing, No changes:Wood Frame, 16" o.c. --- --- --- -- -- --- -- Exemption: Framing cavity not exposed. Additional Door area: Glass Door(over 50%glazing) 38 0.290 0.320 11 12 SHGC: 0.32. Additional Window area: Wood Frame 70 0.290 0.320 20 23 SHGC: 0.31 Floor:All-Wood joist/Truss Exemption: Framing cavity filled with insulation Project Title: Carey & Kaplan Residence Report date: Data filename: Pas 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. Hideaki Ariizumi, architect A I h 7/22/2025 Name-Title *inaureY Project Title: Carey& Kaplan Residence Report date: 07/18/25 Data filename: Page 2 of 2 APPROVED AS NOTED DATE• �-5 Z B.P.# 51 �E � p 6a B� COMPLY WITH ALL CODES OF — NEW YORK STATE&TOWN CODES NOTIFY BUILDING DEPARTMENT AT RMUIRED AND CONDITIONS OF 631-765-1802 BAM TO 4PM FOR THE SwM7wzBA FOLLOWING INSPECTIONS: M FOUNDATION-,TWO REQUIRED FOR POURED CONCRETE KY&DW ROUGH-FRAMING A PLUMBING INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW ELECTRICAL YORK STATE. NOT RESPONSIBLE FOR INSPECTION REQUIRED DESIGN OR CONSTRUCTION ERRORS Hre separation PLUMBER CERTIFICATION required as per ON LEAD CONTENT BEFORE WS Code CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. Mechanical Ventilation system shall be required per NYS Tnergy Code PLUMBING ALt,PkUM61NG WASTE& Additional WATER LINES,1 EED TESTING BEFORE COVERING Certification May Be Required. PROJECT GENERAL NOTES: BUILDING DEPARTMENT NOTES: LIST OF DRAWINGS: studio a/b architects Alteration to Carey & Kaplan Residence THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EXCEPTIONS ARE SPECIFICALLY NOTED ON THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. 1 T.01 TITLE SHEET 651 West Main Street, EACH DRAWINGS. Plan, .2 A01 Site an, Demolition Plans Riverhead, NY 11901 1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL 631 591 2402 1. ALL WORK OF THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF LAWS, BY-LAWS, STATUTES, ORDINANCES, CODES, RULES, REGULATIONS, AND LAWFUL ORDERS 3 A.02 Basement and First Floor Plans Owner: THE NEW YORK STATE (NYS) RESIDENTIAL CODE OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK. 4 A.03 Second Floor Plan 631 3231426 NYS ENERGY CONSERVATION CONSTRUCTION CODE THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND ARCHITECT/ENGINEER OF ANY 5 A.04 Elevations and Exterior Finish Schedule glynis@studioabarchitects.com Eduardo Kaplan and Anne Carey NYS FIRE CODE PORTIONS OF THE WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE ABOVE. 6 A.05 Building Sections mailing address: 468 West Broadway, 2H NYS PLUMBING CODE 7 A.06 Schedules 1 PO Box 444, Orient, NY 11957 New York, NY 10012 NYS MECHANICAL CODE 2. ALL MATERIALS, ASSEMBLIES, FORMS METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT Phone: 917-862-7067, 646-732-3514 NYS FUEL GAS CODE SHALL MEET THE FOLLOWING REQUIREMENTS: 8 A.07 Schedules 2 client: e-mail: Eduardo Kaplan<aekaplanl@mac.comi> APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS a) THEY SHALL.HAVE BEEN ACCEPTABLE TO THE SOUTHOLD BUILDING DEPARTMENT. 9 A.08 Typical Details Eduardo Kaplan and Anne Carey<ac@secondand1Oth.com- TOWN OF SOUTHOLD REGULATIONS b) THEY SHALL. HAVE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY 10 A.09 Entry Porch Details p OTHER AGENCIES HAVING JURISDICTION ON THE WORK OF THIS CONTRACT, THE REGULATING AGENCIES. 11 A.10 Master Bedroom Area Details Anne Carey 3. MATERIALS (OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY 12 A.11 Kitchen De6if- Site Address: 2. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY,ALL DIMENSIONS AND CONDITIONS WITH ONE OF THE FOLLOWING: site address: 1270 Trumans Path, East Marion NY 11939 SHOWN AND ASSUMED ON THE DRAWINGS MUST BE VERIFIED AT THE SITE BY THE CONTRACTOR a) THEY SHALL.CONFORM WITH EITHER THE APPLICABLE CODES OR 13 A.12 Staircase and 2FL_ Hallway Details 1 1270 Trumans Path, East Marion, NY 11939 BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK. ANY DISCREPANCIES IN THE DRAWINGS b) THEY SHALL. HAVE BEEN TESTED IN ACCORDANCE WITH ASTM El 19, STANDARD METHODS OF 14 A.13 Staircase and 2FL Hallway Details 2 AND SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT. NO CHANGE IN DRAWINGS OR FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS AND ACCEPTED BY THE SOUTHOLD 15 A.14 2FL Bathroom Details tel:e-mail: Eduardo , plan<2-3514 Tax Map#: SPECIFICATIONS IS PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. TOWN BUILDING DEPARTMENT a-mail: Eduardo Kaplan<aeconda1@mac.om> 1000-31.-12-8 NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. (OR) 16 A.15 Screen Porch Details 1 (Option 1) Anne Carey<ac@secondand10th.com> c) THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE. 17 A.16 Screen Porch Details 2 (Option 1) tax map#: 1000-31.-12-8 architect: 3. THE ARCHITECT/ENGINEER HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS EITHER NOT 4. ALL MASONRY UNITS SHALL CONFORM TO THE BUILDING CODE. 18 S.01 Foundation Layout, First Floor Decking Layout SHOWN OR NOT CONSIDERED RELIABLE ON OLDER DRAWINGS FURNISHED TO THE ARCHITECT, OR 5. THE CONTRACTOR SHALL OBTAIN EQUIPMENT USE PERMITS REQUIRED IN ACCORDANCE WITH 19 S.02 2FL Decking Layout studio a/b architects NOT MEASURABLE DUE TO ABSENCE OF DRAWINGS, OR INACCESSIBLE TO VERIFY IN THE FIELD THE BUILDINIG CODE. 20 M.01 HVAC Layouts 651 WEST MAIN STREET PRIOR TO PREPARING THE DRAWINGS. 6. ALL NEW WORK SHALL COMPLY WITH ANSI 117.1 2003 AMERICAN NATIONAL STANDARD 21 P.01 Plumbing Layouts RIVERHEAD, NY 11901 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 22 /22 E.01 Electrical Layouts T: 631 323 1426,631 591 2402 4. ALL WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK WHETHER STATED OR NOT, 7. ALL NEW INITERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF e-mail: glynis@studioabarchitects.com EXCEPT WHERE SPECIFICALLY NOTED AS "EXISTING TO REMAIN". NOT GREATER THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION hideaki@studioabarchitects.com R302.9 (NYS, RESIDENTIAL CODE). 5. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE 8. ALL NEW TH ERMAL AND SOUND-INSULATING MATERIALS SHALL COMPLY WITH SECTION R302.10(NYS QUALITY AND TIMELY COMPLETION OF THE WORK/PROJECT. RESIDENTIAIL CODE). 9 THE CONTRACTOR IS RESPONSIBLE FOR FILING APPLICATIONS AND OBTAINING PERMITS FOR 6. THE CONTRACTOR SHALL DISCONNECT AND/OR REMOVE ANY EXISTING PLUMBING, ELECTRICAL SCAFFOLDIMG,ANY OTHER CONSTRUCTION EQUIPMENT OR PUBLIC PROTECTIVES REQUIRED TO FIXTURES, WIRE CONDUITS, OR OTHER WORK WHICH MIGHT INTERFERE WITH THE WORK OF THIS ENSURE SAFETY OF OPERATION. CONTRACT. 7. THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED OR EXPOSED SURFACES DUE TO CONTRACT WORK. ALL NEWLY INSTALLED, PATCHED WORK AND ALL AFFECTED AREAS SHALL BE BUILDING CODE COMPLIANCE: FINISHED SO THAT THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CORNER IN ALL FOUR DIRECTIONS MATCHES SCHEDULED CONDITIONS. I.) Use(s)and Occupancy Classification(s): Single Family Residence 2.) Height and Fiire Area: 23.67', 2 stories, as existing; Fire Area n/a 8. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE CLIENT FOR THE 3.) Type of Construction. Type VB 2x4 as existing FOLLOWING CONDITIONS: 4.) Structural Design criteria: Engineered. a) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO 5.) Framing elements: See Structural Drawings PERFORM THE CONTRACT WORK. 6.) Design load calculations: See Structural Drawings b) TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE MANNER. 7.) Glazing protection:Required (Wind Speed 130 mile zone; 0.3 mile (<1 mile)to coast line) Provide Hurricane resistant rated windows and/or protection panels, as per Window and Door Schedule 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL 8.) Load paths from roof to foundation: See Structural Drawings WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS AND OFF 9.) Nailing and/oir connection schedule, n/a ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. 10.)Means of Egress(R310 Emergency Escape& Rescue Openings): See Window Schedule and Floor Plans 11.)Plumbing riser diagram: See Plumbing Drawings 10. DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY RY FOR PROPER AND ACCEPTABLE 12.)Location of fire protection equipment, i.e. smoke alarm: See Electrical Drawings CONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY 13.)Truss design drawings with certification: n/a CLIENT OR ARCHITECT/ENGINEER SHALL BE INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN 14.)Energy calcullations from design professional: n/a (No cavities to be opened) SPECIFIED OR INDICATED. WINDOW NOTES 11. WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE INDICATED ON DRAWINGS, IT 1. ALL WORK IS TO CONFORM TO ALL A\PPLICABL.E REQUIREMENTS OF LOCAL GOVERNING CODES, NYS. No. Description Date SHALL BE CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE OTHER REGULATORY REQUIREMENTS: DEPT, OF LABOR, INDUSTRIAL !_/,601' CODE, RULE 21, HEALTH CODE, FIRE DEPARTMENT STANDARDS OF SUCH ITEMS. ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR REGULATIONS, NBFU AND UTiL�," ':"DES, OSHA CODES AND NYS BUILDING CODES. APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL, Zoning: See A.01 2. ALL EXTERIOR WINDOWS TO LARGE MISSILE IMPACT TESTING AND 130 MPH 3 SEC. GUSTS. ZBA: Not Required. All non-conformances are existing conditions. OTHERWISE PROVIDE PROTECTION PANEL AS PER NYS RESIDENTIAL CODE R301.2.1.2 _ 12, FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS Board of Trustee: Not Required. Work is basically interior alteration, except some windows and doors shall be 3. SAFETY GLASS REQUIRED IN AC'C;:;r DANCE WITH NYSBC SECTIONS 716.1.2.1 AND 2406, PER SPECIFICATIONS. replaced, deck railing shall be replaced. 4. ALL CONTINUOUS INTEGRAL PUi_L:. T O HAVE ROUNDED AND SMOOTH EDGES. (Entry awning shall be added, but it is more than 100 ft from Marion Lake.) 13. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, BUILDING ELEVATIONS AND SECTIONS Planning Board: Not Required AR'"" S !'�VN AS NOMINAL SIZE. FLOOD ZONE: X Health Department: Net Required. Numbers of bedrooms are the same DOOR NOTES: 14. :�iPx1CNSIONS ON PLANS ARE INDICATED FROM SURFACE TO SURFACE BETWEEN WALLS, DEC: Nct Required. Above 10' or more from water level FARTI i IONS AND OTHER ITEMS EXCLUSIVE OF FINISHES, UNLESS NOTED OTHERWISE. 1. ALL EXTERIOR DOORS SHALL H; A N-AXIMUM OPENING FORCE OF 8.5 LBS,AS PER ANSI 117.1 - --!_ 2. ALL EXTERIOR DOORS WITH GLA?iNG TO MEET LARGE MISSILE IMPACT TESTING AND 130 MPH 3 SEC.15. PF I' 'JIDE GUARDS, RAILS, FENCES, CATCH PLATFORMS, DECKING, NIGHT LIGHTING, ETC., AS FECi�u'k'D BY THE REGULATING AGENCIES TO PROVIDE ADEQUATE PROTECTION. GUSTS. OTHERWISE ^ROViDE !��'.j FECTION PANEL AS PER NYS RESIDENTIAL CODE R301.2.1.2 3. ALL DOORS TO HAVE SAFETY Gi ,r„; IN COMPLIANCE WITH SECTION 2406 (NYSBC). 16. f'-IL;;ONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE, SUMMARY OF WORK AND SI-PALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY UNAUTHORIZED PARTIES. SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY THE SUMMARY OF WORK SHALL INCLUDE BUT IS NOT LIMITED TO: 17.THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL SPACES AND OTHER NOTES: 1. GENERAL ADJACENT SPACES THE EXTERIOR OF THE BUILDING AT ALL TIMES. 1.1 SIMPLIFY EXISTING DETAILS, SUCH AS BASE, TRIM, CROWN MOLDING, FIREPLACE SURROUNDINGS, 1. SEE STRUCTURAL DRAWINGS FOR ALL CONCRETE STRUCTURAL PANELS, AND STEEL NOTES AND LIGHTING FIXTURES,AND RAILING. 1 ,.;: E CONTRACTOR SHALL, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, TESTS. 1.2 ADD WINDOWS AND DOORS MOSTLY ON WEST SIDE FOR VIEW; REPLACE WINDOWS FOR SECURE AND PAY FOR REQUIRED INSPECTIONS, PERMIT(S), FEES, LICENSE AND INSPECTIONS 2. SEE MECHANICAL, ELECTRICAL.ANO PLi)MBING DRAWINGS FOR RELATED NOTES. EMERGENCY ACCESSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK. 2. FIRST FLOOR ALTERATION 19.WNIMALIZATION, SEPARATION,AND RECYCLING OF WASTE ARE ENCOURAGED. 2A ENTRANCE PORCH AND ENTRANCE NJIODIFICATION 20.ADDITIONAL NOTES WHICH ARE APPLICABLE TO THE PROJECT MAY BE FOUND THROUGHOUT THE ABBREVIATIONS: 2.2 STAIRCASE RELOCATION 2.2 BATHROOM AND MASTER.BEDROOM I MODIFICATIONS CONTRACT DOCUMENTS. AFF ABOVE FINISHED FLOOR INSUL. INSULATION 2.3 KITCHEN CABINETS REPLACEMENT(ALL BASE CABINETS TO REMAIN) 21.COPYRIGHT @2024, STUDIO A/B ARCHITECTS ALUM. ALUMINUM INT. INTERIOR 2.4 ADDING WINDOWS AND A SLIDING PAkTIO DOOR THE ARCHITECTURAL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STUDIO A/B ARCHITECTS & AND L.F. LINEAR FOOT AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS/HER REQUEST. THEY APPROX. APPROXIMATELY L.P. LOW POINT 3. SECOND FLOOR ALTERATION MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, ARCH. ARCHITECT MAT. MATERIAL 3.1 STAIRCASE RELOCATION 3.2 NARROWING THE FLOOR OPENING AfBOVE DINING PROJECT OR OWNER WITHOUT THE EXPRESS, WRITTEN CONSENT OF STUDIO A/B ARCHITECTS. @ AT MAX. MAXIMUM B 3.3 BEDROOMS, BATHROOM AND HALLWIAY RELOCATION 3.4 ADDING SHELVES, INCLUDING A GUARRD RAIL B..O.O. BOTTOM OF MBUILDING MECH. MECHANICAL C.I. CAST IRON MIN. MEMBRANE MINIMUM CL CENTER LINE MTD. MOUNTED 4. THERMAL IMPROVEMENT CONTROLLED INSPECTIONS: CLG. CEILING - MTL METAL 4.1 INSTALL INSULATED ACCESS DOORS TO ATTIC AND KNEE SPACES 4.2 EXAMINE FIRST FLOOR BATT INSULATION. IF EXISTING INSULATION IS LESS THAN R19, REPLACE CONTROLLED INSPECTIONS AND TESTING AS REQUIRED BY THE DOCUMENTS, CLIENT AND THE CLO. CLOSET N.I.C. NOT IN CONTRACT SOUTHOLD BUILDING DEPARTMENT LOCATION MAP. �RSD A�C THEM WITH R23 MINERAL BATT INSULATION. CMU CONCRETE MASONRY UNIT NO. NUMBER 4.3 SEAL ALL CONNECTIONS BETWEEN FOUNDATION AND WALL WITH CONTINUOUS BEAD OF SEALANT COL. COLUMN �� P�c1 Al��j<, NOM. NOMINAL C? CONC. CONCRETE w OR SPRAY FOAM INSULATION THE CONTRACTOR MUST NOTIFY THE ARCHITECT OR ENGINEER FOR CONTROLLED INSPECTIONS AT PROJECT SITE NTS. NOT TO SCALE 4.4 INSULATE SWITCH AND OUTLET BOXEES WITH SPRAY FOAM INSULATION LEAST 72 HOURS BEFORE THE SPECIFIC WORK COMMENCES. CONT. CONTINUOUS PLY PLYWOOD 4.5 WHEREVER THERMAL ENVELOP CONJSTRUCTION CAVITY IS REVEALED, FILL MINERAL WOOL BATT C.J. CONTROL JOINT "' COR. CORRIDOR O.C. ON CENTER R RADIUS INSULATION. CV FT. CUBIC FEET �,, 374! ROOF/CEILING:R49 MIN. GU.YD. CUBIC YARD REINF. REINFORCING 0� � WALL: R19MIN. SITE SAFETY AND PROTECTION NOTES. "', DET DETAIL t` FLOOR OVER UNCONDITIONED AREA: R19 MIN. ROOF DRAIN 4.6 INSTALL SOUND INSULATION ON THE: BATHROOM PARTITIONS, WHERE APPLICABLE. p DIMENSIONR QD. REQUIREDIN 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES, MEETING ALL DIAMETER DIMRM ROOM JURISDICTIONAL AND OSHA REQUIREMENTS. DIM DIMMER SF SQUARE FEET 5. HVAC SYSTEM MODIFICATION DR. DOOR 5.1 REPLACE DUCTS AND GRILLS ACCOFRDING TO NEW FLOOR PLANS 2. SITE SAFETY PROTECTIONS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, EGRESS, SCAFFOLDING, DWG DRAWING SIM. SIMILAR SPEC. SPECIFICATION FIRE PROTECTION, TRIP HAZARDS PROTECTION, ETC.THEY SHOULD ADDRESS ANY POTENTIAL E.J. EXPANSION JOINT S.S. STAINLESS STEEL 6. ALL RELATED PLUMBING AND ELECTRIICAL WORK INTERACTION BETWEEN THE EXISTING USE, GENERAL PUBLIC AND EXPOSURE TO THE CONSTRUCTION 4. ELEV, ELEVATION STD. STANDARD PROJECT ELEC. ELECTRIC STL. STEEL PROCESS. ENT. ENTRY TBD TO BE DETERMINED --_•;.THE OWNER RETAINS THE RIGHT TO INC EQ. EQUAL INCLUDE OR REMOVE ANY ITEMS ABOVE FROM THE CONTRACT. EQUIP. EQUIPMENT T TELEPHONE Alteration to Carey & T.H. THICKNESS ERV ENERGY RECOVERY VENTILATION T.O. TOP OF EXIST. EXISTING TYP. TYPICAL Kaplan Residence ' OTHERWISE NOTED EXTERIOR U.O N. UNLESS FF FINISHED FLOOR V.I.F. VERIFY IN FIELD FIN. FINISH OR FINISHED W WIDTH FL. FLOOR W/ WITH FLASH'G FLASHING WD WOOD F.P. ITLE SHEET .P. FIRE PROOFING W.R.B. WATER RESISTIVE BARRIER OPTIONS GFT A FEET GAUGE WWF WELDED WIRE FABLIC THE FOLLOWING ARE OPTIONAL BID ITEKAS. PLEASE PROVIDE SEPARATE ESTIMATES ADDING OR _. SUBTRACTING FROM THE BID PRICE FOR EACH ITEM. THE OWNER WILL DECIDE FINAL INCLUSION OR NOT _ GALV. GALVANIZED G.C. GENERAL CONTRACTOR IN CONTRACT. / K GL. GLASS OPTION 1: ALTERATION OF UNDER DECK',SPACE TO A SCREEN PORCH. GWB GYPSUM WALL BOARD H OR HT HEIGHT H.P. HIGH POINT Project number 24011 HRDWD HARDWOOD HRV HEAT RECOVERY VENTILATION Date 10/8/2024 1 HVAC HEATING VENTILATING AiVD Marion take.: Orient Harbor . AIR CONDITIONING Drawn by .. HORIZONTAL HA HORZ. H Q Checked by GB 77 ri M T . 01 N CD N O __ _ Scale As indicated o B1 B2 B3 B1 B2 B3 studio a/b architects CEI 1 B2 B3TO BE REPLACED LJ v REMOVE WALL TILES WITH A SHORTER REMOVE SHOWER SET WINDOW 651 West Main Street, REMOVE SHOWER ROD TUB TOILET HATCHED PARTITION TO BE TO REMAIN TO REMAIN DEMOLISHED,TYP. Riverhead, NY 11901 -_ - A3 ----_ - -- - - - - A3 -� - - _ _ A3 631 323 1426 - _ ... .. g I tudloabarchltects com I �( I DEMOLISHE REPLACE W/TALLER --...._.-_ I n�s s WINDOW VANITY TO BE .............._........ _ .................. ......._._. -1 ....... ° mailing address: I j PO Box 444, Orient, NY 11957 �'; °• / �fI - DOORO BE MAKE OPENING FOR II _...— - .._... -- REM NEW WINDOW TO BE DEMOLISHED PART T ON SHOWER,SHOWER DOOR TO BE REMOVED I REMOVED � I client "�W RS I Eduardo Kaplan and • -" EN RY DOOR /TALLER - - - � ., - - •, RAILING POSTS \DEMOLISHED, P. AN S DE LIGHTS WINDOW TOT EIREMOVEDEXCEPT TOBE REPLACE W TY � ,� -�- T;�,��,.�.�,,z , - . , � . -. - • -• , , , ' - � Anne Carey = FIXTURES AND PIPES dress. " ToDEMOLISHED RAILING TO BE REMOVED. 0 Trumans Path, East Marion, NY 11939 i BE DEM I HED (�" ALL THE PLUMBING site m I I� _ OLS E-.. FOR PORCH 127 If — — NEW WINDOW -� MAKE OPENING ,•-• -.. I� mall tel' 917 8 2 6 7067 646 32 35 4 r Kaplan Eduardo K an :. .............................__..._.... . ......... .. ..-.. a Carey<ac@seconldand10th com,> r o III p TO BE RELOCATED n I I i tax map#. 10 - 1 -12-8 BASEMENT STAIRCASE - 00 3 : ; a TO BE DEMOLISHED ' - MAKE OPENING FOR BELOW EXISTING �� ADD A WINDOW NSTALLATION'TIO II 2 HALF CIRCLE ADDITIONAL DOOR _ A2 A WINDOW — A2 U ) P' C; KITCHEN TO REMAIN DNI 11 I IrV� - [ �. -- BASEMENT D C�Z7 i U STAIRCASE STAIRWELL LI BE FILLED ol, EXISTING STAIRCASE I I 1 _TO BE DEMOLISHED 4 STAIRWELL TO BE FILLED — - - TO BE RELOCATED l ! I 1 NG — — —.• _ I[ '' I j:; , COUNITERTO BE ISLAND STONE -----�� 9r [: 1FL STAIRCASE TO BE SHORTENED AND REUSED - 1 i RELOCATED. TO B _......._...... ..........._.........._............... CUT NEW STAIRWELL l: DOOR TO BE SHIFTEDREMOVED ...E XI IN ..... _.........._.................-................ ._..._.......... ..-.................................... ..........-............:.................... - _- _ _ DEMOLISH RAILING O F O• _ _ _ _ � (( OR NEW I _�- - MAKE OPENING W WINDOW I _ III ; -- -- L-- I_ - Al 1 ` �� -- C-_ - - ------------ 5 — ---------- Al o r. IUP r UP � L — " EXISTING MANTLE TO BE REMOVED NO WORK ON GARAGE EXISTING WALL CABINET TO BE REMOVED � n Second Floor Demolition Plan Y __ --- -- 1. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, ETC. BEFORE BEGINNING ANY DEMOLITION, FABRICATION ALL INTERIOR DECORATIVE MOLDINGS ON EXISTING AND OF MATERIALS OR CONSTRUCTION AT JOBSITE AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. TO BE REMAINED TRIMS,BASES TO BE REMOVED. 2. CONTRACTOR SHALL PROTECT ALL EXISTING AND NEW FIXTURES, SURFACES,APPLIANCES WINDOWS ETC. ALL OF THEM SHALL BE SIMPLE RECTANGLE,TYP. ( FROM DAMAGE. CONTRACTOR IS RESPONSIBLE FOR DAMAGE,AND SHALL PATCH AND REPAIR ALL EXISTING AND NEW CONDITIONS NOT WITHIN THE CONTRACT LIMIT WHICH MAY BE DISTURBED BY THE CONSTRUCTION. 3. BEFORE ANY DEMOLITION, PROVIDE ADEQUATE SHORING FOR EXISTING STRUCTURE AS NECESSARY 4. VERIFY OWNER ALL REMOVED MATERIALS, DOORS, HARDWARE, FIXTURES, EQUIPMENTS, ACCESSORIES, AND j LIKE TO BE DUMPED OR TO BE STORED FOR REUSE No. Description Date ------------------_--_-_.--._--.-_----......__...._...__---------------------------------------------................-----.._---_: 5. UNLESS OTHERWISE NOTED, EXISTING HW FLOOR TO REMAIN, RESANDED AND REFINISHED, EXCEPT: WHERE NEW STAIRCASE WILL BE LOCATED �asement Demolition Plan First Floor Demolition Plan 1/8 - 1 0 SUMMARY OF ZONING COMPLIANCE: ZONED: R40 REQ. EXISTING PROPOSED LOT AREA ........................... 40,000 ............................ 18,710 ................... AS EXISTING NC INC. FRESH WATER & BLUFF ............................ 5,282.82 ................ AS EXISTING BUILDABLE LOT ................ ............................ 13,427.38 ..........._ AS EXISTING LOT WIDTH ......................... 150 ................................. 50 ................... AS EXISTING NC LOT DEPTH ......................... 175 ................................. 255 .................... AS EXISTING OK FRONT YARD ...................... 40(NON-CONF, LOT) ... 139.7 .................... AS EXISTING OK 1 SIDE YARD ....................... 15 ................................... 14.8 .................... AS EXISTING NC 2 SIDE YARDS ..................... 35 ................................... 49.7 .................... AS EXISTING OK REAR YARD ......................... 50 ................................... 70.99 .................... AS EXISTING OK BUILDING AREA.................. HOUSE ........... 1,154.87 ................. AS EXISTING PORCH ........... 79.06 ................. AS EXISTING DECK ........... 348.28 ................. AS EXISTING GARAGE ..........664.10 ................. AS EXISTING TOTAL .......... 2246.31 ................. AS EXISTING COVERAGE ......................... 20% MAX. ..................... 16.73% ................. AS EXISTING OK FLOOR AREA HOUSE 1FL .... 1,154.87 ................. AS EXISTING HOUSE 2FL .... 799.06 ................. AS EXISTING INSTALL CONSTRUCTION STORMWATER TOTAL .:.......... 1,953.93 .................AS EXISTING MANAGEMENT SILT FENCE,AND/OR HAY BALE GFA ..............I........... 2,528.42 MAX. ...............1,953.93 ................. AS EXISTING OK MAIN ROAD HEIGHT IN FEET................. 35 MAX. ..........................23.67 ................. AS EXISTING OK HEIGHT IN STORY.............. 2 1/2 MAX. ......................2 ................ AS EXISTING OK PYRAMID LAW CHECKPOINT SEE DWG 10 ON A.04 \ PYRAMID LAW.................... 10 ft+450 ......................NC ................ AS EXISTING NC ACCESSORY BUILDING HEIGHT/SETBACK..... 18/5 ............................. 11.17/8.5 .............. AS EXISTING OK L "ND OF + MAX AREA ................... 660 ................................ 664.1 ..... AS EXISTING NC N o o/ €€o 0 0 0 0 0 GERPLbll\l DUNPHY \\ o i N6d°05'40" E — — �/ — — — —� — — — — 255.00' ,� ��fq .{.F-(iYx bra•�� - -" >a a' WELL Q) N Oa / ST: I o a i e -; e_.�,_Q o �m s, v J �i 82.51' Q - 4 ° �•d °`.-° ' - - °, ° c" � - -- FLL \ CP �' — — — — a s ,- _' '. GR.4e/EL.flF�IVEV(/AY a l e;9 A - ° FLOW �' �'T c23787 - I / ({jAT,10` c soE s ° ° 4 a . ° .Q°- ' J,� FULL for / i> / 1 1/2 STY FRAME f" a DWELLING#1270 PORCH s d �� C� wooD I' 139.70' . 4" VERTICAL !; I I PERSPECTIVE VIEW SLOPE FACE Q / Z W IM E 1 DECK I ° °' ro e- r � /� I a -� P S f N o WM•� L0 PROJECT v I ^ p I; U.P. O / W I � 36 MINIMUM 2 x 2 m z ' 1 .0' — — — — — — — BEDDING DETAIL Alteration t Carey & w Nco'; w /O �; 3. UP, S 64° 05'40"W 105.00' MON. FENCE POST MON. WOVEN WIRE FENC ANGLE FIRST STAKE TOWARD O �' / ~ W /m I UP ; w CHIM 7 GARAGE M � Kaplan Residence W U.P. ��'% �� jM N p / SPA 1 0 (6 x 6 - 10/10 WWF) PREVIOUSLY LAID BALE L 7 cv to / 1 ° e"5p' LAND OF FILTER CLOT c FLOW w / z O O � ' [v GLYNIS BERRY N' /� AND i J 4, HIDEAKIARIIZUMI ��s� 2--% ter' Site Plan Demolition =`m (V ( o < o EMBED FILTER CLOT / � ( co_ N MIN. 6" INTO GROUND ?PIPE ^- a n s r 6' STOCKAIJE FENCE � II %ten 640d,51 ' 0 142.'0' MON. NOTE: �\n MAXIMUM DRAINAGE AREA APPROX. LOCATION I LAND OF SITE PLAN IS BASED ON SURVEY 1/2 ACRE / 100 LINEAR FEET Project number 24011 OF EXISTING SEPTIC GLYNIS BERRY BY KENNETH M. WOYCHUK LAND SURVEYOR SYSTEM AND DATED DEC. 13, 2023 TYPICAL SILT FENCE SECTION DETAIL Date 10/8/2024 HIDEAKI ARIIZUMI FEMA MAP#36103C00064H EFFECTIVE 09/25/2009 Drawn by HA 2 AREA: 18,710.20 SQ.FT. OR 0.43 ACRES TYPICAL HAY BALE ANCHORING DETAIL Q Checked by GB °' Stormwater Management Typical Silt Fence Stormwater Management Typical Hay Bale M n Site Plan Details 1" = 20'-0" Details �NTSS A. 01 N N M Scale As indicated C) Al studio a/b architects 651 West Main Street, SIDE OF EXISTING Riverhead, NY 11901 CHIMNEY 631 591 2402 4 631 3231426 A.02 2X4 ACQ FENCE WALL HEADER glynis@studioabarchitects.com TYP. EXISTING OUTDOOR SHOWER mailing address: PO Box 444, Orient, NY 11957 client: First Floor Eduardo Kaplan and 22' - 0" Anne Carey site address: FENCE AND GATE 1270 Trumans Path, East Marion, NY 11939 HORIZONTAL tel: 917-862-7067, 646-732-3514 4X4 ACQ, TYP. r' 1X4 CEDAR e-mail: Eduardo Kaplan <aekaplan1@mac.com> LATTICE @4"O.C. Anne Carey<ac@secondand10th.com> 2X4 ACQ, TYP. EXISTING NP• tax map#: 1000-31.-12-8 1xX CEDAR CHIMNEY DOOR STOP HORIZONTAL 1X4 CEDAR LATTICE @4" O.C. TYP. 1'- 1" 2'_6" 0,_ " 4'-0" PAVER TO MATCH EXISTING Section thru Outdoor Shower Fence n First Floor - Callout - Outdoor Shower Fence n Enclosure 1/2" = 1'-0" Oil A.04 1 2 A.10 B1 B2 B3 B1 B2 B3 25'-9"+/- T-6"+/- 10, INSTALL DUCT SPACE ABOVE 1 - - _ _ — _ — _ — _ — _ — _ — _ — _ — _ No. Description Date , , , , , Ma Bathroom Master o ® " Master Bedroo 15 II CENTER � - LOCATION 4 � � 1 - _-- - ------- -AS EXISTING. 14 + 8 A.09 t I + A.04T3> 2,-9 iv ....................... INSTALL WALL CABINET - - N Q' i - - - - .- - + 7 7 � P wde o ---=----- - o , , , , , I U N 0 -4 1/2 0 -4 1/2 0 -4 1/2" --- 3'- — — - „ i ,Q. i `• - -5 -81/2 4'-9" 9 3'-9' 1 'Basement. „ :B1. _ - - - - - - - - - - — N 0 -41/2' — — A.05 _2'-3" —I _ 5' 4„ _ En _ „ ............. _ 0 t o _ = + Porch . . RAILING I REPLACE TOP N i AND FACING ! � _.................... EXISTING RAILING POST TO REMAIN -1• •15 1/2 _ ..... ADD NEW POSTS BETWEEN EXISTING - i CD UI rj j III- -Ili O; f: �i = a 12' 10" „ 4' 7 3/4"+/ y'_ I - o --- i 0 4 1/2" rr i � _ Deck 3' 2 A — _ _ ' ______ -41 — -- — l T'' RELOCATED' eXt.2 �\ /71 ----- I A2 RED E _---- G� ( 1 ❑ I • �__ - STAIRCASE ' —` J f i Q C. �'•�• _ nt > < � `' — — - - — - — C� pKIgR� 'ice t a _ __ ira a - TO BE FILLED AND L 1 I i r FILL DOOR OPENING PATCHED J ' RELOCATED - -- -- I - Baserne,nt;.Storage , _ . ----- j A.11 \ _ o" Kitchen 2 B t 15 -2" m I I A.05 i - RELOCATED.. - _ . ... ............. .................. ..... T ..................................._........ . ........._..................... o :DOOR - -- - - • _ I I I i PROJECT I : n — . . t Carey, i I e , , Kaplan Residence F7 — C- � — — — _-_ - - - - - - - - - - - - - - - - - - Al I UP, - CENTER ALIGNED TO UP STAIRS WINDOW#5 up, Basement and First -- -- -- - x OUTDO SHOWER ' EXISTING --- OR ; Floor Plans 1 , A.12 OUT DOOR SHOWER THIGH FENCE — _ — _ AND GATE 3 2 Q INDICATES EMERGENCY Project number 4 4 RESCUE WINDOW 24011 A.12 Date 10/8/2024 A.12 3 4 A.04 Drawn by HA Q 3 A.05 A,12 Checked by GB N 2 Basement 1 First Floor A.o2 7 co 1/4" = 1'-0" 1/4" = 1'-0" A. 02 CD N N Scale As indicated studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 glynis@studioabarchitects.com mailing address: PO Box 444, Orient, NY 11957 client.- Eduardo Kaplan and Anne Carey site address: 1270 Trumans Path, East Marion, NY 11939 tel: 917-862-7067, 646-732-3514 e-mail: Eduardo Kaplan<aekaplan1@mac.com> Anne Carey<ac@secondand10th.com> tax map#: 1000-31.-12-8 A.04 2 1 A.14 1311 B2 B3 NEW DUCT SPACE NJ — — No. Description Date 4'- 11" 0'-4 1/2", Lu 2'-0" I (n � 2FL Bathroom t, 16 , 24 j I 3 Bedroom 2! 1'-0'1 A.12 N I 23 p L-- ' J -r a iV 0'-41/2" 3 _0 i 5' EO43 z N , � � `� �0'- /2" - — — NEW PORCH AWNING BELOW 14 13- - w + - N � M I N 6'-2 1/2" 0'-4 1/2": o C3 1 _ - 2FL Hallway I A.05 ° CD - o iv (_17_ CV � N T-3" KNEE SPACE N I ACCESS DOOR I 1 A. UNDER DORMER 11'-6" 0 1'-4" STORAGE AREA + EXISTING STAIRWELL TO BE FILLED AND I PATCHED00 ----- Beoom�l 22 N ----- CENTER � f AS EXISTING M BRED �. 5� �'C, ya 12'- 10" �— -3'-2"- 4'-4 1/4" 4'-8 3/4"+/- 6'-2 3/8"+/- O� 0'-4 1/2" ----- 0'- 11" N Q �t ----- UNDER DORMER ' 0 � ... N STORAGE 2, - AREA I \ v / OF W E�r1 t 2 A.05 \ \ INTERIOR / / NEW FLOOR -� \ WINDOW / \ \ EXISTING FLOOR GIRDER \ X TO BE GWB WRAPPED I I - - - -I \ \ � PROJECT Alteration to Carey & Kaplan Residence Al 13'-11 1/4" Second Floor Plan 3 4 ® INDICATES EMERGENCY A.05 A.12 RESCUE WINDOW 4 Project number 24011 . 4 Date 10/8/2024 Drawn by HA 2 1 Second Floor Checked by GB N M M A. 03 C) N 04 Scale 1/4" = 1'-0" o EXTERIOR FINISH NOTES: Exterior Finish Schedule Exterior Finish Schedule 1. ALL EXISTING VINYL SIDING TO REMAIN EXCEPT WHERE RAIN SCREEN IS CALLED FOR ext# I Construction I Exterior Finish I Color Notes ext# I Construction I Exterior Finish Color Notes studio a/b architects 2. IF REQUIRED, PROVIDE FINISH SAMPLES ON THE SPECIFIED MATERIALS. 651 West Main Street, 1 Foundation wall Existing 9 Deck Railing Cedar 4x4 top rail and posts, white to match existing Replace all railing Facing on Deck and Riverhead, NY 11901 2 Existing Deck Cedar re-painted (Type H1) white to match existing Painted (Type H1), stainless stl wire Porch; Railing Post to remain, if applicable 631 591 2402 3 Porch platform "ACRE"4/5x6 stained (Type J) "Laurel" rope facing 631 3231426 4 Wall Existing Vinyl Siding 10 Entry Porch Awning 4x4 Cedar painted (Type H1) white to match existing glynis@studioabarchitects.com 5 Trim Existing Column and Girder ti isng mailing address: 6 Wall, Rain screen panel "Acre" 1x4 horizontal open joint "Laurel" Modern Mill www.modern-mill.com 11 Soffit Ex PO Box 444, Orient, NY 11957 panel, stained (Type J) 12 Porch Awning Soffit 1/2" PVC sheet white 7 Rain screen supports 2x2 ACQ stained (Type J) "Laurel" 13 Porch Awning Fascia 1xX Cedar painted (Type H1) white client: 8 Bench top and sides "Acre"4/5x6 closed joint panel, "Laurel" 14 Fascia Existing Eduardo Kaplan a n d stained (Type J) 15 Roof Existing asphalt shingles Anne Care New Low-slope Roof on EPDM sheet membrene Light Gray y 16 FOR FINISHES ON SCREEN PORCH UNDER EXISTING REAR DECK(OPTION 1)SEE A.15 porch site address: 1270 Trumans Path, East Marion, NY 11939 tel: 917-862-7067, 646-732-3514 1 e-mail: Eduardo Kaplan <aekaplan1@mac.com> Al 3 Anne Carey<ac@secondand10th.com> 2 NEW SHORTER WINDOW A.05 A.05 � UNDER EXISTING HEADER REPLACED CASEMENT WINDOW AZ TIP OF A.05 FROM EXISTING DOUBLE HUNG tax map#: 1000-31.-12-8 I.. .. ...._. ( �` EXISTING B� BZ B � � RIDGE GOES i__.._."._....___..._; 1 PLANE BEYOND SKY i . .. . EXISTING CHIMNEY I....... _ ' 1% I �� -.. . EXISTING FASCIA 1 EXISTING ROOF NEW AWNING OVER PORCH `� NEW AWNING FASCIA ---------.-__ _.._._..............___.._.-____.____... I ........... ...... ..." . .... ............................."...-,................ EXISTING FASCIA; \ , TYP. EXISTING I �� '�- SAME SIZE AS EXISTING SKYLIGHT A 1.............------_-_--_---.._____...--__..-_-.._._._._ ..._. --.-.. 1xX CEDAR PAINTED _.. N` _. ..._.____-.----__.__.___...-_----_-------.----. ...__........____.____....________..---._..__...._..._.,- t---- �` NEW AWNING OVER PORCH 11-1 . .. GIRDER PAINTED _........ ---� .._.... ,....__.._.. ._..__._........_.... . . ........................................................ ., ,.,,ro.,:,.,:,.. NEW RAIN SCREEN "= HORIZONTAL 1X4 ACRE OPEN JOINT _....................................... . . _.._....-...._.....1..,.1...I-,......._..... NEW RAIN SCREEN I.... _ " 4" O.C., WITH PPG 87IR WATER BASE STAIN . . ................ ............... .........I...............1......... 1 . _. ...._. ." :...,.,._ ;, HORIZONTAL 1X4 ACRE OPEN I'll.....1.. .". ... ......... ................1.._..... ......._. . .'_�,.�_w__I . -1-,„ COLOR"LAUREL" ."...-_-_........_..................... i .... ..._. .i..__..._",......,.-"".....".",.........".'". ...............:... . ...:....+ JOINT .1.......... . ...._............___ I'll 'T-- �-...._,.,.,_..,,____._.: : -; 4"O.C., WITH PPG 871R WATER - - ---- ...._...................................._._i__.. . --T --....-- -- ...__. _ ---......_...__._-------__ -------.- _ I....... .. I ...._....._,,.._.._.v..,:,,,..,...,., __._:..._,,._I ,;"I"........ ..._...I_............. . . . .... .1..... .L.... -._......__,....... ... "Il _ ..... .........-._ _........ _........-_.. . --------- EXISTING WALL-- _ ............ ...___.._.-. _......-. I BASE STAIN COLOR "LAUREL" - i....._... . _................ - --- - - ---- __._""_------------- -_----- _ -------.._.._...___..-_. _ ._ ,,,,.:.. --"... -- - ._. .. ------------- ______--__._..__...-- �....... _ _____ _______.._...._ ............._..._._..,_.._...___ ..._.__..._....._....__ __ ___ .._._._..__............._..__._....__._..__.______._._..______.______..._..__.._.........___..___.__ ...._., i .. - ...._... ....... ......... -____ _ _._.._____._.____.._.._....__... PATCH WALL------- __.._.._.....- ................ rh Second Floor _ -.... -. . -. - - - - _ -- - .__ . ._. 11- - -- --------.----- _ _ _ _..--------- 30 9 1/4 „ --.. ___----... - .._...--- ---- - - - - - ..-........ ,", EXISTING WALL " - _..................... - - . ..._............. .....:r n1_._.,.____.:._.,:.._,. :..x,,.w,�,,,,:..,.xv..xvxvi,..:...__...__..._:-:,...:v..,._.,._ ......____:,u.,,..:.,:.,...:.,.�._u,=::.wwv,,,,� , _- EXISTING WINDOW_.____.... .__1�._.._... .... ------...__...__....______ 1 ,,,...,.,.. ----------------... _...._..._...------------____-- _ REPLACED RAILING TOP ........... . .. EY. --, ,,. ,.,m._.,�,._,_m__. .._ .,_.._,_.�,,., „"_, ,... - ._._.... - -.,,.-.,... __ ._. .,.,,.,._.__., _ _L ._. -------------------_-_------_ ....-- ------ 4, � M._..:.._.�__......,. u,_......._:._._�.......:.....,.,W__ .,__�,..��:..�w.._._.,... ..._ .. ... ,_:__.:.. ;. _.__._..:_w �...�..,_._,.�._-..�,,:..�.w._.=._. - 4X4 CEDAR PAINTED I _._.. - 1. E:.,., . ,, ,__. -. - -- .._ - -- -- ___1___._._______.____ FACES. STL WIRE ROPE POS AWNING { r., m,,.,,. „,,. _T_ „ T 4X4 CEDAR _. -----, ,, -.. ,..11 ,.., ._- _.._...__------_ ._..------ -...-----_-_ ___---_------- -- [y/ ... .... . . .. ....... 11 _.__ ._.........,.,. ,......_....-... _.. .___.. ,- - - ._...._._ \\\ .{ .-1 ,,.. _ " PAINTED _ .. ...._.. _.__ _ . 1. EXISTING RAILING POST - - - -_ ., ,,.,-,., __ .,,�,,,,,.,_ ._ _ .......... ...... .._..._..............._............. _.......... . ... . ......V. ,,. ...__---._-..._ _,. _.....__..._._. ......._..._ . .. .,_.. .,.,.._.__........�--..,...-,: _..................... REPAINTED n „, 1. NEW RAILING _ „ 7 ====L * i ,.._:.:.,.".:..,,.,,,, , wr.: ....:,.. _.. ,. _w. , ...v.:. TOP RAILING 4X4 CEDAR „_ i; ..,,,.1 . .....::.: „ PAINTED :..`,.:: : :".:;.:,::.,,:,m,"..,..,.,.. ........ -. ................. . ...... .. .......1 _..............._.................._...........-.. .. _.l ..... _..._ ... _.................................. ..... .. ......................"...__".._......_......... n . ... .... ........... ..:......�,..:..., ._,,,.........,. , . . , _,.. .,.. ,...... .-....,..,,, -1 . . . .11,-"....... _ , .. , , . ------ 11-11-,-,.,F-..... . _... ............_........_.,".-._._, " '. .. _................ .. T,., . n„f __.._... ....__ - . ... .............._-.....:.:.,.�.u.,,.. i::...,__:__ w:......_._,__u_.._u__.:_.._:.._.,:-......,._.._..::._:.�.---,_.__:_�..-_..-,.,��,.,.": .:,.:::. RAILING POST 4X4 No Description Date .._. � _::,..,...,,,::.:........:... [.... . : . ,.... .. .,,,.,................ ,. ,.,.,.,,.._,,.,,.,_,,,,,,. CEDAR, PAINTED _ . -,,. .......",..."................ ......... .. .:.... NEW WI _ ............. E...... _.. . ... ........_ .. .. . - - •- „ . , -9.....�., „----,.._ .. .. FACES. STL WIRE _..-..__._.... ........... ............. ......... _-._.. .__...._ „ .1-00001-111.1.0.111.0 First FloorM „ S @3 _. .._ .-........ ............... ,. .- ................ ,. ,.-_,,,._. ,.. ......._._...-..._......__0_..__. ..._...... __. .- _. . . .. -._._..---._......_. _. . .. . . . .............. „ - -- -- - - - _-_.,, - - ADD RAILING POST ROPE ,.._.:......,.I .._..w I w ._.. :. ................... _. - - 4X4 CEDAR PAINTED 1. �,-,.-.,-.....-.,.,,,,,,..., , .. - z , - - 11 _.___.._.___._ . i i , ., „ __....-._. _ _ FOIUNDATION WALL, . , EXISTING DEC K I'll - --.. . _ . _.. - -� REUSE SKIRT a, .-. ........... . . ....: ......'......... a I'll . . - BOAR REPAINTED ...... _. -.._. ............... NEW RAILING .... .... ... .'SHIFTED STEPS: ......... ' i NEW AWNING POST.. ..... _. 1. _ - , : .......-....... _.. . �� ,, riq 4X4 CEDAR TOP, STAINED 4X4 CEDAR.. 1 � , q� EXISTING DECK COLUMN, �. STAINLESS STL WIRE ROPE STAINED I :............ _. .. ....-_ _ -, 1101011, ________.... ._.. . ._... .�„",,,, REPAINTED TYP. S D . ... ...... _.. .............. ...; . . . . .. .. .. .... .... ........ a F,..irr»...,o,4 :....... FACE _.._ . q �. o„w.. ... ...... .... .... ..._. ........... ,p 9 : , --- --- NEW DOOR AND _.__._.._; . ' _ ------- . �E I ...... ........... ..._... ... EXISTING BASEMENT _._ -...._ --- ------- . . __.... :i--_._ _ "..._. , ; , WIND - ... - -------- East Elevation OW WINDOW n,P ; ' -. _ . . . ._ . . . NOrth EleVatlOn -- __"__ __-. _-- _ _ _ _-- _ EXISTING PANELED . - 1/4" = 1'-0" 1/4"._, .1'_Q" I �. . . i REPAINTED WALL RETAINING 0. REPLACED TALLER WINDOW NEW CASEMENT WINDOW NEW WINDOW 1 REPLACED FROM A 2 A.05 WINDOW HALF CIRCLE A.05 Al 3 EXISTING CHIM. A3 TIP OF /� A.05 EXISTING i BEDGE YONDOES SKY '' B ; . . .._. ..._.......-.............. ...I B2 B3 PLANE �' __-"; --- EXISTING CHIM. I_..---._...__-__._________ _.._ ____.___.____........_.__._ EXISTING WALL ;.. .,,-„ .... i I / : RELOCATED WINDOW Of EXISTING EXISTING SKYLIGHT ... . -..........:.._. .. .. .........._.......................... ROOF, TYP. 7 ; 0 I 0 1� �t�, - - -- ----.---"-" - I. / FEXISTING ALL TO BE REMOVED AND ALLED v5 P i E................... - - ...................................................... 1 ------- - --------._._... .-__...----- Q ............ . ....... - 1. .0. .111 5�1i�' NEW WINDOW -. __._..."..___..._..-.. EXISTING FASCIA. { i .. ..... --.......I -- - - ..__..__-------- -- - �G�E A ' C. E ................................................ .. . .. . .0.......-......................1.........._...._.".......... #1 � \ I- - .. ..".. ---,,__ 00 i---- _-------------- ... . ._ ROOF try O �'�'-. <'G N, .__... - _ ..0 0 -.0............. ...... ............_...0............_......... " ._...._.........1._._.-.......-....._..... ............._... -- --......... ........ .........._......_.. ......__1......, ,. - -.._..._._...."..._..._.._. _.._..... ... ��.��'_J, -� ''', -- -- ...0.._._._. I EXISTING WINDOW -- - `J._ N .._......._.---_.....__.....-........0... -- -- P, NEW CASEMENT - �� , �� L/ \ �� \ _.......... ........ .._._... ... ..... .__........._.. ..... O.O.. . . .. .. .._...._--......._..._... l�] .. .... .. .. { 10_ d , WINDOW1 .........._.-. , .... . .... _.._................ 1. ....................... 1: � n `?37 REPLACED FROM _..._....................... . _. ... F// � � \ � � _. _....... ._.. -------.,_...---; _........................._... . --------_."_._.__.._..._. _ _...._._. N � p B� OQ`�'" 011- DOUBLEHUNG _ I _.......I.....__..__...-. O.O.O. ......... -..._.........._..__-....... _.................. __...... ... .... " ...... .1-- - N��oF G _._----_------_----------------.______ --.-----.___..-__.__....._.._....____....---_.._"_..-__-----_------------_---------_-__-.---............._.._..-.-----..._._.__----.-.------_-_._--------......___._.._-I-. -_..._.__.._.._.._........__....____ .__ _.----_--------_--......_.__.._..._.__....._.__.1.......... . . , N� _..__............__ __._ .. _ ......._. - -_-- - - - - 1. 1. L.__.__.._-_.- _________"__-_____ _--------.___.._..__..__..._...............__.._".._______-.__-__- _ . E I _............. _ .0.0.0.,_. fi _ .. .. .. ..".-. ; - X STING WINDOW i 1. i. I.. - ,_--_ - --- _--...-_________...______ ----------..._..__..... .. _.... -; Second Floor - - - - - - - - - - _ - --- -....__._.._... _..."-._- - "_"""__- -- --. ._._.. -- -----_-------- - -- _ -- ------ ..._.._._........ I ;.... -... ,_._ - --- �� __ -.... -_.... EXISTING WALL,...-.... 30 - 9 1/4 _ - - _ -..... -_ _- - - - -...... :.. - -- _- _-_- _- - ..__------------- . - : _ .. ... ..; - - -----------____-- - -_� _ _---.--__-----...---------__- ___._ _ ---.._..._._"_----------------.------------..__----____-_-___ __.__._______ ___---------------___"-- - - -I � _- -- Second Floor..."_..__.----....__- _.......... i.....1.......... .......... . ....... REPLACED TOP RAILING , _..-------- .- _ - -- - - - - ._.._.... ---- ---- ---- -- ._.__..---- -..- ------ - - - __.. 30 - 9 1/4 ._-...._-----------____- --_-_____.-----------_--.-................_._-_--_-----_..._.-.._-_-_-- --.....I 4X4 CEDAR PAINTED AND N . .... ............_...._--..................._.........__ _._"._..__......__.........._"..................- _ . . - - -- �.. _______....._..____--------._......._.................______ _.____ _ __"_______________-____;--------------__ i............._..............__._ ............... _ _.........-.._. _. EXISTING WINDOW n -- S. STL. WIRE ROPE - _ _ - ----- - _..__......._...- - -- 't - - _- -, -.----.-------------.._....._ - ..._ ..I............ .1.0.......0...._. . _ . . ..... ......_._...._ -"_............._. ___ .-- 01I._....... _....... .-._ , �....... I . _.._ -; @ FACE 3 1/2' O.C. --....__..."._.__-... - .............._._._..__ _ _ _ ".. - .._.. - - -- ----- -----_.----_. _......- ... -- _ - - - ... --- .._ - -- - - - -- ........ _... -- - - - -.... F __ _......_. REPLACED C7 -----------.._.. ;.. I I TOP RAILING AND z.,,, .. CENTER ALIGNED - --------„---.-------. __ __..........._............. ......._ .. ..... ... i".... EXISTING NEW ZEXISTI ��..... ....._.. ..... RAILING POSTS �...._..._._.__....__-.- -___--o..__ - _. .._............."_._-..._.._.._.._-.-- .....--------------_.--.--.__._... __ ._.._._..._--.._..------.-___-- -_----__----_--.._.----------._..._._...---_--___-- 0. - -- PATIO DOOR - PATIO DOOR ., P DOOR EXISTING RAILING POST TYP. 11- Fm I _ _ __ _ _ Altoratlon to Care & .11-1010.00-0.... -- _,�,_7 TO REMAIN REPAINTED if ._. - - . ...... ....__0_...-........ .....-.. . . .. ...._ ..-............-__........-......._---. .........._ . _.__._. ....._. _. _....... ... I . 0. ... _ I _.. .... _ ..... NOTCH POST AND TOP K RAILS/4" MIN. TYP. I I'll0. . . . . ... .. . ... . . Kaplan Residence , _ _ - _ .. .............. I_ _ _ _ 00 I .. . EXISTING SIDE .. _ I. i _.... _ STEPS __....-........_._.__......0.0....1_ First Floor _.__.....__ . ._ _ „ - - -� -..... ..-... - 11 11.1 _..-..._._.. . _. 22 - 0 ,f _._...........--..... ___...._ . ....._.. - - -W/REPLACED - _ - - ..._._ - _._ First Floor 1- . I-_ . ___ ,-_ - . . .. _ „ RAILING SAME AS ... . .. ..... _... . . ... _................_.._.._..__.._.__._......................._................ _............."...._..........._.........._....__ - _ „ _.-. _. _.__._____.__. _� _-___-________ _._."".-" _.___._"--_____-- 1, 0 ____.____ _-_-- 22 0 I-1 I 1. "__._"_"_ _. DECK -- - Elevations ,. .,., ,. _ , . a . ______ SKIRT BOARD REPAINTED Exterior Finish EXISTING DECK , yy : _ r f .. - , , LUM .. . _...... Schedule i 00.0.1 EXISTIN G DECK CO N i i .. REPAINTED .. ... . ...... __. ; ._..._......... - . _ a ...., number . .............__.. ..._.._.. : - . , . . - ... Project , ....._.......- . .._...... ".............. _.._........ _....._.. . 11 ... ._.. I . ct numb _.... ._......... 11. .. ......... 1 NEW OUTD 24011 OOR, _ ;.. .. 000 NEW : , -.._. ... . _...... __... _... WIND OW _..... EXISTING PANELED 10/8/2024 , SHOWER ...: 0. . _. rh Basement _.._-_ , ; _ -__ _ . _ _ . _ ...� - ._ -. _. - .... - . RETAINING WALL.... _......... _._...... ..._.. ...... - - FENC ND ;.. . . _ - . _ 12 11 /4 `REPAINTED Basement 3 _ 0. TICE - - - Sement _ ; _ , Checked : % .. i. _ i Drawn by � "ACRE 1X4 -`HORIZONTAL LATTICE-- HA Q 4"O.C., STAINED 12 - 11 3/4 by GB M M EXISTING BASEMENT DOOR NEW WINDOW ' West Elevation South Elevation AmO� o 1/4 - 1 -0 1/4" - 1'-0" Scale As indicated 0 3 EXISTING ROOF CONST. Al NEW WINDOW A3 studio a/b architects A.05 651 West Main Street, Riverhead, NY 11901 2 1 631 5912402 131 B3 EXISTING ROOF A.05 NEW A. 5 REPLACED W/TALLER WINDOW glyn s@ tud oabarchitects.com EGRESS USING EXISTING HEADER mailing address: EXISTING WINDOW EXISTING EXISTING FLAT CEILING PO Box 444, Orient, NY 11957 WEST DORMER LARGER EAST DORMER I client: Eduardo Kaplan and EXISTING SKYLIGHT I Anne Carey GWB WRAPPED ALL 4-SIDES Bedroom 1 Be oom 2 site address: 1270 Trumans Path, East Marion, NY 11939 EXISTING WINDCW �� tel: 917-862-7067, 646-732-3514 2rL Hallwa NEW SIMPLIFY TRIM BY - e-mail: Eduardo Kaplan <aeka lan1 mac.com> � o INTERIOR ; p p @ TAKING OFF CY) / ,' 21 MOLDINGS, ❑ M WINDOW Anne Carey<ac@secondand10th.com> NEW 1X1 BASE ON , , \ , \ , \ tax map#: 1000-31.-12-8 TYP. NEW PARTITION \ \ \ \ NEW PARTITION W/NEW INTERIOR WINDOW 7'-3 1/2" 3'-0" 2'-11" NEW EXISTING STAIRWELL NEW PARTITION EXISTING BASE ON M ` PARTITION M FILLED AND PATCHED EXISTING WALL Second Floor _ — _ _ _ _ _ _ — Second Floor _ _ _ — _ — 30' - 9 1/4" 30' - 9 1/4" EXISTING FLOOR OPENING o NEW DUCT SPACE i \ / NEVI'RAILING i \ / EXISTING FLOOR 4X4 CEDAR TOP S STL WIRE ROPE FACING \ i / \ / Kitchen EXISTING SLIDING NEW SLIDING Master droom \ / NEW RAILING @ 4 O.C. OPEN TO LIVING SPACE ,� OPEN TO 13 4X4 CEDAR TOP PATIO DOOR PATIO DOOR o ' ENTRY S. STL WIRE ROPE FACING SIMPLIFY TRIM BY TRIM SIZE TO , @ 4" O.C. TAKING OFF MATCH EXISTING r` i / \ MOLDINGS,TYP. II / \ ILI EXISTING STAIRWELL EGRESS ED i / \ FILLED AND PATCHED WINDOW First Floor First Floor _ — — 22' 0" 22' 0" L EXISTING DECK —III—II 8 EXISTING BASEMENT _ EXISTING BASEMENT- IL rK Basement — — _ _ _ I Basement No. Description Date p 1E - - ---- �_ 9Elt - _- - __- - _-_ -_ -- - - - - / -- - - - 12 11 3/4 - 12 11 3 4 - --1 I IIII IIIII I —III— — — — — - - - I I I_ I I III 2 El I El I I El I Ed I I-El I Ed I E-3 T 'cal West-East Section 2 3 Typical South-North Section 1/4" = 1'-0" 1/4" = 1'-0" < EXISTING ��EXISTING FLAT CEILING EXISTING SLOPED CLG SLOPED EXISTING ROOF CONST. 131 CLG B2 B3 3 A.05 17 131 EXISTING ATTIC TO B2 B3 BE USED AS DUCT EXISTING FLAT CEILING SPACE r A3 112 12 HATCHED: 5 AREA OF BATHROOM WITH NEW DOOR TRIM CEILING HT 6'-8"0 HIGHER 1X2 PAINTED, TYP. HATCHED: EXISTING WALL `;' EXISTING KNEE WALL AREA OF HABITABLE SPACE EXISTING SKYLIGH REPAINT, TYP. o� WITH CEILING HT 7'-0"OR r� r HIGHER VANITY COUNTER NEW Bedroom 1 F HaljWa PARTITION, , EXISTING � KNEE AREA OF HALLWAY WITH TYP. , Z1 M SPACE EXISTING KNEE WALL CEILING HT T-0" O HIGHER �nEp e�fr EXISTING BASE m NEW BASE \A I HEIGHT 6'-1" +/- �� SIMPLIFY BY REMOVING 1X1 PAINTED, \ 6-3" � \ \ In NEW SHELVING EXISTING CLG HT AT THE FRONT OF PROP. S�iELF SECONDARY MOLDING, TYP. `\ `\ NEW AWNING 1i in i` REPAINTED, TYP. \ \ OVER PORCH i Second Floor _ _ _ s _ _ A.05 (P 30' - 9 1/4" ATTIC STORAGE AREA UNDER DORMER EXISTING FLOOR CONST. 4X4 CEDAR POST NEW RAILING NEW RAILING SLOPED CEI ING AREA IN 8 4X4 CEDAR TOP L/D '/ E t 4X4 CEDAR TOP THE HALLWAY A.08 S@ STLOWIRE ROPE FACING 12 '// 11ry S. STL WIRE ROPE FACING S MORE THAN 01 CEILING AREA @ 4 O.C. 0o _ EXISTING FLOOR CONST. \ SHELF INCLUDING EXISTING ` BATT INSULATION \\ I PROJECT III �j ,F,i�rst Floor _ \ _ 1 Alteration to Carey & 22 - 0" A.13 Kaplan Residence EXISTING DECK EXISTING DECK TTIC STORAGE AREA UNDER 2 DORMER d • . - • . • , , - ' ' .- ' ' • —III— I i I I I � � — � I 7. EXISTING BASEMENT a — SiIFTEDiTEPS I Building Sections I I I—III-1 I -.- ,. .• , . _,. , .I �.. - ,• .. ,- - •• . ,. . - • ., . .- -. — I Basement- _ � " : -' _. _ - - � -,' , " - ' :'� .. - - : '. - :,- ; ' ' - •• _ - - Al 12' --11 3/4' - -1 T =1 11 1= I I== _I ____ __( �__ = Project number 24011 i - _— I I II I =I I = _ — _ _ _ _ _ = Date 10/8/2024 3 A3 Drawn by HA Q Checked by GB M iyi _�a M 1 1/4ica11W�';st-East Section „ C n Second Floor Reflected Ceiling Plan o 0 3/16 1 0 N Scale As indicated CD Paint Types studio a/b architects Paint Product Type Application Hue 1st Coat Fnish Coat Color Riverhead, West Main Street, Riverhead, NY 11901 631 5912402 A Interior Gypsum Wallboard Latex Flat 1 or 2 coats Benjamin Moore Regal@ Select Premium Interior Paint&Primer, Flat(547) Super white(02) 631 3231426 Spot prime as needed for the repaint. glynis@studioabarchitects.com B Interior Gypsum Wallboard,where extra curability is Latex Egg Shell Benjamine Moore Ultra Spec@ 500 Interior Latex Primer(N534), or use the same as finish 1 or 2 coats Benjamin Moore Scuff-X@ INTERIOR EGGSHELL FINISH N485 white(01) required coat PO mailing 444, Orient, NY 11957 C Interior Gypsum Wallboard in Wet Location Latex Matte 2 coats Benjamin Moore Aura Bath&Spa Waterborne Interior Paint-Matte(532) D Interior Wood Painted Latex Semi-Gloss Benjamin Moore Fresh Start@ Multi-Purpose Latex Primer(N023)or Fresh Start@ High-Hiding 1 or 2 coats Regal@ Select Premium Interior Paint&Primer, Semi-Gloss(551) Super white(02) client: All Purpose Primer(K046) Finish: 1 or 2 coats Regal@ Select Premium Interior Paint& Primer, Eduardo Kaplan and Semi-Gloss(K551) Anne Carey E Interior Wood Stain Water or Oil Based Stain Minwax, Old Master, or Cabot or eq. brush applied and cloth wiped 2 or 3 coats Benjamine Moore Stays Clear@ Acrylic Polyurethane 423 site address: F Interior Wood Clear Finish on Floor Water Base Polyurethane, Low Lustre 2 or 3 coats Benjamine Moore Stays Clear@ Acrylic Polyurethane 423 G Interior Ferrous Metal Latex Semi-Gloss Benjamine Moore Ultra Spec@ HP Acrylic Metal Primer(HPO4)or Super Spec HP@ Alkyd 1 or 2 coats Benjamin Moore Regal@ Select Premium Interior Paint& Primer, el: T -862-7umans Path, East Marion, NY 11939 Metal Primer(P06) Semi-Gloss(551) tel: 917-862-7067, 646-732-3514 H1 Exterior Wood painted on Deck and Railing structure to match existing to match existing to match existing white to match e-mail: Eduardo Kaplan<aekaplan1 @ existing Anne Carey<ac@secondand1Oth.co0th.com> H2 Exterior Painted on"Acre" Manufacturer approved water base Acre preaproved Paint color, Benjamin Moore Simply White 2143-70, LRV: 91.6995933 Laurel tax map#: 1000-31.-12-8 paint J Exterior Stain on "Acre" Manufacturer approved Water Based 1 coat, PPG 897 IR Laurel Stain Tile Types Tile# Tile Type Application tile Tile Product tile color tile-texture Al Wall 3"x 6"Subway Tile, no bevelled edge Bathroom wall Daltile Color Wheel Classic 3"x 6"Subway Tile White 0100 glossy A2 Wall 3"x 6"Subway Tile, no bevelled edge Bathroom wall Daltile Color Wheel Classic 3"x 6" Subway Tile(when used on platform, layout shall be GRID) Emerald 0115 glossy B 12"x24" Porcelain Slab tile Bathroom floor Daltile porcelain Colorbody"Portfolio" 12"x24" Ice PF01 matte Room Finish Schedule Finish Room# Room Name Floor Base Trim Wall Ceiling Comments 11 Entry Existing HW Flooring, re-coated (Type F) Painted (Type D) Painted (Type D) 1/2"GWB painted (Type A) 1/2"GWB Painted (Type A) Patch where partitions are removed 12 L/D Existing HW Flooring, re-coated (Type F) Painted (Type D) Painted (Type D) 1/2" GWB painted (Type A) 1/2"GWB Painted (Type A) Patch where existing staircase is removed 13 Kitchen Existing HW Flooring, re-coated (Type F) Painted (Type D) Painted (Type D) 1/2" GWB painted (Type C) 1/2"GWB Painted (Type A) Shelves and Tall cabinet: Maple Plywd stained FINISH NOTES: (Type E) 1. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE AFLAME-SPREAD CLASSIFICATION OF NOT GREATER THAN 200, 14 Master ExistingHW Flooring, re-coated (Type F Painted (Type D Painted (Type D 1/2" GWB painted (Type A 1/2"GWB Painted (Type A Patch where partitions are removed; Wall cabinet: SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION R315(NYS RESIDENTIAL CODE). 9� ( Yp ) ( Yp ) ( Yp ) p ( Yp ) ( YP ) P 2. IF REQUIRED, PROVIDE FINISH SAMPLES ON THE SPECIFIED MATERIALS. Bedroom Maple Plywd stained (Type E) 15 Master Patch existing. If not workable, Porcerain Slab Tile(Type B) Painted (Type D) Painted (Type D) 1/2"WRGWB painted (Type C); Ceramic Tile 1/2"WRGWB Repainted Vanity cabinet: Maple Plywood, stained(Type E) 3. SIMPLIFY ALL EXISTING (AND REMAIN) INTERIOR TRIMS, BASES, CROWN MOLDS, AND LIKE BY REMOVING ORNAMENTAL Bathroom (Existing) (Type C) MOLDINGS. No. Description Date 16 Powder Room Porcerain Slab Tile (Type B) Painted (Type D) Painted (Type D) 1/2"WRGWB painted (Type C) 1/2"GWB Painted (Type A) Vanity cabinet: Maple Plywood, stained (Type E) SIZES SHALL REMAIN, PROFILES SHALL BE RECTANGULAR. 17 Staircase Treads&Risers: Oak clear coat(Type F) Painted (Type D) Painted (Type D) 1/2"GWB painted (Type A) 1/2"GWB Painted (Type A) custom hand rails, steel painted(Type G) 4. AS A BASIC RULE, EXISTING TRIM ON EXISTING DOORS AND WINDOWS SHALL REMAIN AFTER SIMPLIFIED; 21 2FL Hallway Existing and new HW Flooring Painted (Type D) Painted (Type D) 1/2"GWB painted (Type A) 1/2"GWB Painted (Type A) Book Shelves, Maple Plywood, stained (Type E) ON THE NEW DOORS AND WINDOWS, NEW TRIM SHALL BE 1X2 PAINTED. 22 Bedroom 1 Existing HW Flooring, re-coated (Type F) Painted (Type D) Painted (Type D) 1/2"GWB painted (Type A) 1/2"GWB Painted (Type A) Patch where needed WHERE EXISTING AND NEW TRIMS ARE ADJACENT, MAKE NEW TO MATCH EXISTING (SIMPLIFIED). 23 Bedroom 2 ExistingHW Flooring if not existing, new HW flooring to match Painted (Type D Painted (Type D 1/2" GWB painted (Type A 1/2"GWB Painted (Type A Patch where needed 5. AS A BASIC RULE, EXISTING BASE ON EXISTING WALLS OR PARTITIONS SHALL REMAIN AFTER SIMPLIFIED; 9(� 9, 9 ( YP ) ( Yp ) P ( Yp ) ( Yp ) ON THE NEW PARTITIONS, NEW BASE SHALL BE 1X1 PAINTED. existing), re-coated (Type F) WHERE EXISTING AND NEW BASES ARE ADJACENT, MAKE NEW TO MATCH EXISTING (SIMPLIFIED). 24 2FL Bathroom Porcerain Slab Tile(Type B) Painted (Type D) Painted (Type D) 1/2"WRGWB painted(Type C); Ceramic Tile(Type 1/2"WRGWB Repainted Shelves and Tall cabinet: Maple Plywd stained 4. MANUFACTURERS: Al &A2)on 1/2"Tile Backer Board (Type C) (Type E) FORMALDEHYDE-FREE PLYWOOD: COLUMBIA FOREST PRODUCTS www.columbiaforestproducts.com, 800 237 2428 B1 Basement existing concrete existing SOY BASED WOOD SEALER AND FINISH: ECO SAFETY PRODUCTS www.ecoprocote.com, 877 366 7547 B2 Basement existing concrete existing Storage ext.1 Porch Existing decking New Awning, stage and bench; New Railing ext.2 Deck Existing decking, restained (Type H) New Railing Built-in Schedule Cabinet Cabinet# Location Cabinet Type Cabinet dimensions(w x d x h) Cabinet material &fish Cabinet HW Cabinet Notes 1 Kitchen Island Shelf Box Leg 28"x 17"x 36" Maple Plywood stained Shelf rests (1)-adjustable Shelf 2 Kitchen Island Shelf Box Leg 20"x 14"x 36" Maple Plywood stained Shelf rests (1)-adjustable Shelf 3 Kitchen Island Shelf Box Leg 20"x 14"x 36" Maple Plywood stained Shelf rests (1)-adjustable Shelf 4 Kitchen Island Island countertop 39 1/2"x48"x 1 1/4"+/- Existing Stone Slab, cut to be shorten 5 Kitchen south Stepped Tall Cabinet, Lower 72"x 18"x 36" Durasupreme Flat Slab Door, paint color"White", or eq. European Concealed hinges, Drawer slides, Shelf rests (5)-Doors, (2)-Partitions, (6)-Pull-out trays, (2)-adjustable Section Shelves 6 Kitchen south Stepped Tall Cabinet, Upper 72"x 11"x 60"+/- Maple Plywood stained Shelf rests (2)-Partitions, (9)-adjustable Shelves section 7 Kitchen west Tall Book Shelf beside 10"x 7 1/8"+/-x 96"+/- Maple Plywood stained Shelf rests (6)-adjustable Shelves Column 8 Master Wall Cabinet 68 1/2"+/-x 12"x 24" Durasupreme Flat Slab Door, paint color"White", or eq. European Concealed hinges, Shelf rests (4)-Doors, (2)-adjustable Sehlves BUILT-IN NOTES: Bedroom 1. ALL LISTED ABOVE ARE ESTIMATE PURPOSE ONLY. 9 Master VanityCabinet 60 3/4"x 21"x 32" Durasupreme Flat Slab Door, paint color"Software", ore European Concealed hinges, Drawer slides, Shelf rests, Ede (2)-Door, (2)-Drawers, (1)-adjustable Sehlf, 2. BEFORE ANY PRODUCTION OR PURCHASE, VERIFY ALL ITEMS WITH OWNER AND ARCHITECTS FOR FINAL P P q P g g ( ) ( ) ( ) 1 DECISIONS OF CONFIGURATIONS, STYLES, ACCESSORIES, FINISHES, HARDWARE, AND LIKE. Bathroom Pulls 3. IF REQUIRED, PROVIDE FINISH SAMPLES ON THE SPECIFIED MATERIALS. 10 Master Countertop 60 3/4"x 21"x 3/4" Silestone 2cm, color"Faro White-Sunlit days" , Suede 4. UNLESS OTHERWISE NOTED, HINGES SHALL BE EUROPEAN CONCEALED HINGES, SELF CLOSING TYPE. Bathroom 5. ALL DRAWER SLIDES SHALL HAVE SELF CLOSING AND SLOWING DOWN FUNCTIONS. 11 2FL Hallway Book Shelf/Gurad Rail 19'-1 1/2"x 11"x 36" Maple Plywood stained Shelf rests (3)-Boxes, (5)-Partitions, (8)-adjustable Shelves 6. ALL PLYWOOD EXPOSED EDGE SHALL BE COVERED WITH THE SAME SURFACE MATERIAL. west 7. WOOD STAIN COLOR SHALL BE MINWAX SEMI-TRANSPARENT STAIN "SLATE GRAY"284, OR EQ. 12 2FL Hallway Book Shelf 78 3/4"x 12"x 48" Maple Plywood stained Shelf rests (2)-Partitions, (6)-adjustable Shelves �' F" 8. EDGE PULL: EMTEK MODERN EDGE PULL, 1 1/2" SATIN NICKEL; �� east 9. MANUFACTURERS: 0 DURA SUPREME CABINETRY https://www.durasupereme.com 13 2FL Hallway Book Shelf 84 3/4"x 12"x 48" Maple Plywood stained Shelf rests (2)-Partitions, (6)-adjustable Shelves KRAFTMAID CABINETRY https://www.kraftmaid.com east EMTEK https://www.emtek.com/ -A -� 14 2FL Hallway Book Shelf 47"x 12"x48" Maple Plywood stained Shelf rests (1)-Partition, (4)-adjustable Shelves SILESTONE https://www.cosentino.com/usa/siestone/ east I 15 12FL Bathroom IVanity Cabinet 80 1/2"x 22"x 34" Durasupreme Flat Slab Door, paint color"Software", or eq. European Concealed hinges, Shelf rests (5)-Doors, (3)-adjustable Sehlf FORMALDEHYDE-FREE PLYWOOD: COLUMBIA FOREST PRODUCTS www.columbiaforestproducts.com, 800 237 2428 16 12FL Bathroom lCountertop 80 1/2"x 22"x 3/4" Silestone 2cm, color"Faro White-Sunlit days" , Suede FORMALDEHYDE-FREE MDF: SIERRAPINE www.sierrapine.com, (800) 676-3339 PROJECT Alteration to Carey & Kaplan Residence Schedules 1 Project number 24011 I Date 10/8/2024 Drawn by HA Q Checked by GB M M A. 06 N N Scale 12" = 1'-0" studio a/b architects Door Schedule Mark Room to Room from DoorType Dim Product Finish Frame and Trim Lock Set Handle Note 651 West Main Street, Riverhead, NY 11901 631 591 2402 1 Entry Porch Fiberglass Full Light Glass Door T-0"x 6'-8" Simpson 7003 Thermal French, Wood Species: Darker Gray 1x2 painted Keyed Entry Schlage Broadway Lever Keyed Entry Lock, 631 3231426 Inswing Fir; Glass: Clear; Profile: Shaker Sticking; w stained Satin Nickel, F51 BRW 619 glynis@studioabarchitects.com Low E glazing 2 L/D Deck SI ding Patio Door T-11 1/4"x 6'-7 Andersen 200 NLGD8068 exterior white, 1x2 painted standard Anvers Satin Nickel Before order,verify door mailing address: 1/2" interior white style and height to PO Box 444, Orient, NY 11957 match existing client: 3 Basement Entry Interior out-swing panel door 2'-6"x6'-8" Simpson 20 Interior panel door, Species: Fir; painted 1x2 painted Keyed Entry Schlage Broadway Lever Keyed Entry Lock, Eduardo Kaplan and Staircase Profile: Shaker Sticking Satin Nickel, F51 BRW 619 4 Coat Closet Entry Interior out-swing panel door 2'-6"x 6'-8" Simpson 20 Interior panel door, Species: Fir; painted 1x2 painted Closet Schlage Broadway Lever Hall and Closet, F10 Anne Carey Profile: Shaker Sticking BRW 619, Satin Nickel 5 Broom Closet Entry Interior out-swing panel door 2'-0"x 6'-8" Simpson 20 Interior panel door, Species: Fir; painted 1x2 painted Closet Schlage Broadway Lever Hall and Closet, F10 site address: Profile: Shaker Sticking BRW 619, Satin Nickel 1270 Trumans Path, East Marion, NY 11939 6 Powder Room 1 FL Hallway In:erior in-swing panel door 2'-0"x 6'-8" Simpson 20 Interior panel door, Species: Fir; painted 1x2 painted Bed & Bath Schlage Broadway Lever Bed & Bath Lock, tel: 917-862-7067, 646-732-3514 Profile: Shaker Sticking Standard TRIM I F40 BRW 619, Satin Nickel e-mail: Eduardo Kaplan <aekaplanl @mac.com> 7 Master 1 FL Hallway In:erior in-swing panel door T-0"x 6-8" Simpson 20 Interior panel door, Species: Fir; painted 1x2 painted Bed & Bath Schlage Broadway Lever Bed & Bath Lock, Anne Carey<ac@secondand10th.com> Bedroom Profile: Shaker Sticking Standard TRIM I F40 BRW 619, Satin Nickel tax map#: 1000-31.-12-8 8 Master Master Interior in-swing panel door 2'-6"x 6'-8" Simpson 20 Interior panel door, Species: Fir; painted 1x2 painted Bed & Bath Schlage Broadway Lever Bed & Bath Lock, Bathroom Bedroom Profile: Shaker Sticking Standard TRIM I F40 BRW 619, Satin Nickel 9 Closet Master Interior out-swing panel door 2'-6"x 6'-8" Simpson 20 Interior panel door, Species: Fir; painted 1x2 painted Closet Schlage Broadway Lever Hall and Closet, F10 Bedroom Profile: Shaker Sticking BRW 619, Satin Nickel 10 Closet Master Interior out-swing double panel 4'-0"x 6'-8" Simpson 20 Interior panel door, Species: Fir; painted 1x2 painted Closet/Catch Schlage Broadway Lever Hall and Closet, F10 Bedroom door :�]Profile: Shaker Sticking BRW 619, Satin Nickel 11 Bedroom 1 2FL Hallway Interior in-swing panel door T-0"x 6'-8" Simpson 20 Interior panel door, Species: Fir; painted 1x2 painted Bed & Bath Schlage Broadway Lever Bed & Bath Lock, Profile: Shaker Sticking Standard TRIM I F40 BRW 619, Satin Nickel 12 Bedroom 2 2FL Hallway Interior in-swing panel door T-0"x 6'-8" Simpson 20 Interior panel door, Species: Fir; painted 1x2 painted Bed & Bath Schlage Broadway Lever Bed & Bath Lock, Profile: Shaker Sticking Standard TRIM I F40 BRW 619, Satin Nickel 13 2FL Bathroom 2FL Hallway Interior in-swing panel door 2'-6"x 6'-8" Simpson 20 Interior panel door, Species: Fir; painted 1x2 painted Bed & Bath Schlage Broadway Lever Bed & Bath Lock, Profile: Shaker Sticking Standard TRIM I F40 BRW 619, Satin Nickel 14 Linen Closet 2FL Hallway Interior out-swing double panel 2'-6"x 6'-8" Simpson 20 Interior panel door, Species: Fir; painted 1x2 painted Closet Schlage Broadway Lever Hall and Closet, F10 door Profile: Shaker Sticking BRW 619, Satin Nickel 15 Closet Bedr000m 1 Interior out-swing double panel 5'-0"x 6'-0" Simpson 20 Interior panel door, Species: Fir; painted 1x2 painted Closet/Catch Schlage Broadway Lever Hall and Closet, F10 door Profile: Shaker Sticking BRW 619, Satin Nickel 16 Closet Bedr000m 2 Interior out-swing double panel 5'-0"x 6'-8" Simpson 20 Interior panel door, Species: Fir; painted 1x2 painted Closet/Catch Schlage Broadway Lever Hall and Closet, F10 door Profile: Shaker Sticking BRW 619, Satin Nickel 17 Knee Space 2FL Hallway Access Panel 11'-6"x2'6" Plywood painted 1x2 painted Catch Window Schedule Type Mark quantity Product Dimentions R.O. Finish Glazing Sill Height �HeadHeight� Comments 1 1 Andersen 400 Flexiframe 2'-3 1/2"x 4'-0 3/4" 2'-4"x 4'-1 1/4" white exterior;white interior Low-E4, Tempered, 2'-8" 6'-8 3/4" Stormwatch 2 1 Andersen 400 Flexiframe 2'-0"x 6'-8" 2'-0 1/2"x 6-8 white exterior;white interior Low-E4, Tempered, 0'-0" 6'-8" No. Description Date 1/2" Stormwatch 3 2 Andersen 400 Awning 24 5/8"x 17" 25 1/8"x 17 1/2" white exterior;white interior Low-E4, Stormwatch 3'-6" 4'- 11" AR21 4 1 set (2)-Andersen 400 Each 34"x 48"; Mulled 68 68 5/8"x 48 1/2" white exterior;white interior Low-E4, Stormwatch 2'-8" 6'-8" Replace existing (2)-Double-Hung w/Casements for Casement custom 1/8"x 48" Egress 5 1 Existing Awning relocated 24"x 24" 24 1/2"x 24 1/2" existing existing 3'-0" 5'-0" Relocate existing 6 1 Andersen 400 CXW15 2' 11 15/16"x 4'-11 7/8" S-0 1/2"x 5'-0 white exterior;white interior Low-E4, Stormwatch 2'-4 1/2" T-4 3/8" Replace existing Half Circle w/Casement for Egress 3/8" 7 4 Andersen 400 Awning 2' 11 15/16"x 2'-7 1/2" 3'-0 1/2"x 2'-8" white exterior;white interior Low-E4, Stormwatch 2'-4 1/2" 5'-0" Relocate existing Awning w/taller one using existirg TYPICAL WINDOW OPTIONS: AX31 header 1. NO GRILL 8 1 Andersen 400 Casement 2'-6"x 4'-2" 2'-6 1/2"x 4'-2 white exterior;white interior Low-E4, Stormwatch 2'-1 1/4" 6'-3 1/4" Replace existing Double-Hung w/Casement for Egress 2. GLAZING: LOW E4, CLEAR, TEMPERED AS PER NYS RESIDENTIAL CODE, STORM WATCH custom 1/2" 3. FINISH: EXTERIOR WHITE, INTERIOR WHITE 9 1 Andersen 400 Awning 2'-0 1/8 x 2'-0 1/8" 2'-0 5/8"x 2'-0 white exterior;white interior Low-E4, Stormwatch 4'-6" 6'-6" Replace existing Double-Hung w/shorter Awning, using 4. HW: CONTEMPORARY FOLDING, SATIN NICKEL A21 5/8" existing header 5. ALL OPERABLE WINDOWS SHALL HAVE HIGH TRANSPARENCY SCREEN Residential Equipment Schedule # Equipment Type Product Notes 1 Dish Washer Existing 2 Refrigerator Existing 3 Range Existing 4 Clothes Washer Existing 5 Clothes Dryer Existing 6 Rangehood Existing 7 Bathroom Exhaust fan Panasonic FV-0511VK2 for Master Bedroom, if not existing, Powder Room and 2FL Bathroom Bathroom Accessory Schedule # Fixture dim. Product Quantity I Finish Note 1 Towel Bar 18" Gatco Glam 18"Towel Bar#4631 2 Chrome For Master Bathroom, and 2FL Bathroom 2 Towel Bar 24" Gatco Glam 24"Towel Bar#4630 2 Chrome For Master Bathroom ��° �t,Rc1 A/?// 3 Glab Bar 24" Moen 8724PS 1 Polished SS For 2FL Bathroom 1<1C� 4 Shelf w/Towel Bar 18" Moen CS15207-181 CH 1 Chrome For 2FL Bathroom 5 Toilet Tissue Holder Nameeks Luxury Hotel Single Post Tissue 3 Chrome For Master Bathroom, Powder Room, 2FL Holder, Model:NNBL0031 Bathroom G{s 6 Robe Hook American Standard Studio S 7105210 1 For 2FL Bathroom r',w ��'378� 7 Wall recessed mount Medicine 24"x 30" Kohler Verdra Mirrored Cabinet, 2 Cutout 22-1/2" (572 mm)width x 28-1/4"(718 cabinet w/mirror K-99006-NA mm), For Powder Room and Master Bathroom 8 Glass Shower Door on Tub Vigo Zenith 62" High x 34"Wide Shower 1 Clear/Stainless For Master Bathroom Screen Semi Frameless Tub Door, Model: Stl VG6075STCL3462 9 Glass Shower Door on Tub Vigo Rialto 57 3/8" High x 34"Wide Hinged 1 Clear/Matt For 2FL Bathroom Frameless Shower Door with 5/16"Glass, Black Model VG6074MBCL3458 PROJECT Alteration to Carey & Kaplan Residence Schedules 2 Project number 24011 .i Date 10/8/2024 Drawn by HA Checked by GB �i M A . 07 N O N Scale 12" = 1'-0" IF NOT EXISTING, FILL SPACE WRB AS EXISTING IF NOT EXISTING, FILL SPACE NEW UV RESISTANT WRB I IF NOT EXISTING, FILL SPACE studio a/b architects W/MINERAL WOOL BATT INSULATION TAPE OPENING W/MINERAL WOOL BATT INSULATION W/MINERAL WOOL BATT INSULATION ARB, ENDS AS NEEDED 651 West Main Street, FLASHING TAPE, "ACRE" 1X4 HORIZONTAL Riverhead, NY 11901 FLASHING, RAIN SCREEN, 4"O.C. 631 591 2402 TRIM EXISTING TRIM TO REMAIN FLASHING TAPE, ON 631 3231426 FLASHING TAPE I nis studioabarchitects.com AS EXISTING � REMOVE MOLDING AS PER mailin@address: MANUFACTURER'S NEW 1X2 TRIM VERTICAL SUPPORTS NEW 1X2 TRIM INSTRUCTION GRAY STAINED 2X2 ACQ 9 32"O.C. PO Box 444, Orient, NY 11957 � TRIM AS PER UV RESISTANT client: Kaplan and SEALANT, IF SIDING FLASHING TAPE ON t'1 IF NOT EXISTING, INSTALL N NOT EXISTING MANUFACTURER'S IF NOT EXISTING, INSTALL METAL FLASHING IF NOT EXISTING, INSTALL CONTINUOUS BEAD OF INSTRUCTION CONTINUOUS BEAD OF AS PER CONTINUOUS BEAD OF TOP OF POST TOP RAIL: 4x4 Anne Carey SEALANT MANUFACTURER'S - SEALANT, TYP. SHALL NOTCH CEDAR site address: SEALANT, TYP. INSTRUCTION 3/4" INTO TOP RAIL PAINTED 1270 Trumans Path, East Marion, NY 11939 EXISTING TRIM TO REMAIN tel: 917-862-7067, 646-732-3514 REMOVE MOLDING HORIZONTAL GRAY EXISTING TRIM �� NEW 1X2 TRIM STAINED 2X2 ACQ NEW 1X2 TRIM e-mail: Eduardo Kaplan <aekaplan1@mac.com> Anne Carey<ac@secondand10th.com> EXISTING WALL CONST.: tax map#: 1000-31.-12-8 4 4x \ PLYWOOD SHEATHING VERTICAL SUPPORTS RAIL POST: r> EXISTING - 2X4 STUDS @16"O.C. EXISTING WALL CONST.: GRAY STAINED 2X2 ACQ EXISTING WALL CONST.: CEDAR @5'-0" }- _ SIDING FILLED W/R15 BATT INSULATION EXISTING 32"O.C. O.C. MAX. N 1/2"GWB SIDING PAINTED M STAINLESS STL -� WIRE ROPE M 3/32"@4"O.C. n Existing Window Typical Section 3 New Window Typical Section n Window Typical Section with Rain Screen N 1 1/2" = 1'-0" 1 1/2" = 1'-0" N EXISTING TRIM IF NOT EXISTING, INSTALL NEW 1X2 TRIM INSTALL CONTINUOUS BEAD TO REMAIN CONTINUOUS BEAD OF OF SEALANT, TYP. N SEALANT, TYP. REMOVE INSTALL CONTINUOUS BEAD + N MOLDING IF NOT EXISTING, FILL FILL SPACE OF SEALANT, TYP. SPACE W/MINERAL WOOL BATT + <� W/MINERAL WOOL BATT INSULATION NEW 1X2 TRIM FILL SPACE iv INSULATION, TYP. W/MINERAL WOOL BATT INSULATION + M DECKING CEDAR 2X4 PAINTED VW WRB, 2x2 ACQ PAINTED OR FLASHING TRIM AS PER FLASHING TAPE, WRB AS EXISTING STAINED IN DARK NEW UV RESISTANT WRB TAPE SIDING FLASHING TAPE TAPE OPENING GRAY SEALANT AS MANUFACTURER'S AS PER ENDS AS NEEDED UV RESISTANT FLASHING TAPE EXISTING INSTRUCTION MANUFACTURER'S 1X4"ACRE" AS PER MANUFACTURER'S INSTRUCTION HORIZONTAL OPEN INSTRUCTION No. Description Date JOINT PANEL n Existing Window Typical Plan Detail 4 New Window Typical Plan Detail n Window Typical Plan Detail W/ Rain Screen Typical Deck and Porch Railing Section 1 1/2" = 1'-0" 1 1/2" = 1'-0" " 1 1/2" = 1'-0" U 1 1/2" = 1'-0" "ACRE" 1X4 HORIZONTAL RAIN SCREEN 1/2"OPEN JOINT 2X2 VERTICAL SUPPORTING NAILER ALIGNED TO STUD SIDING ON WATERPROOFING TAPE ON EXISTING WRB W.R.B. ON EXISTING SHEATHING SECTION VIEW "ACRE" 1X4 HORIZONTAL RAIN SCREEN 1/2"OPEN JOINT 2X2 SUPPORTING NAILER ALIGNED TO STUD EPDM MEMBRANE ON WATERPROOFING TAPE ON EXISTING WRB PLAN VIEW ON EXISTING SHEATHING FASTEN CLEAT NEAR 6"WIDE EPDM COVER LOWER BREAK WITH STRIP CUT EXISTING VINYL SIDING RING SHANK NAILS i FASTENER W/FASTENING INSTALL WATERPROOFING TAPE SPACED 6"O.C. FULLY ADHERED EPDM i PLATE AND RE-FASTEN SIDING MIN. .060" MEMBRANE i z 6"WIDE EPDM COVER i g EXISTING WALL — EXISTING VINYL SIDING INSTALL AND FINISH "ACRE"STRICTLY ACCORDING TO STRIP BONDING ADHESIVE i N ON WRB MANUFACTURER'S INSTRUCTIONS MIN. 0'-2 1/2" ON SHEATHING https:Hmodern-mill.com/ MIN. 0'-2 /2" EPDM MIN. .060" MEMBRANE SEALANT 3/4" PLYWOOD i n Rain Screen Details on Vinyl Siding - - - -- - � - - - - - - - - - - - - - - - - - DRIP EDGE PLYWOOD 3" MIN. M1 t. 1X2 FIBER CEMENT 2X4 NAILER N TRIM BOARD -y 4�37 ,Z RING SHANK NAIL CF I\ff:\N OPTION FOR INTERIOR TRIM SIMPLIFICATION: 1x FIBER CEMENT IF TRIMS ARE SOLID MOLDING, AND THE ORNAMENTAL PROFILE FASCIA BOARD ROOF CANNOT BE REMOVED, REPLACE IT WITH 1xx AS SMALL AS POSSIBLE SEALANT& BACKER ICE SHIELD. PROJECT "T"JOINT COVER EPDM Alteration to Carey & E FINISHED WALL FIELD SPLICE WITH FINISHED WALL SECURE TAPE Kaplan Residence \ � 6 WIDE COVER STRIP FULLY ADHERED EPDM REMOVE SECONDARY REMOVE SECONDARY ° 2 / MIN. .060" MEMBRANE ORNAMENTAL PROFILE ORNAMENTAL PROFILE NOTES: EPDM MIN. .060" REPLACE WITH 1X1 /�� MEMBRANE BONDING Typical Details FINISHED FLOOR FINISHED FLOOR 1. STABILIZE METAL DRIP EDGE BY SECURING WITH RING SHANK NAILS 3"O.C.; PENETRATE WOOD NAILER 1 114" MINIMUM. ° ° SEALAN 2. FLASH METAL DRIP EDGE WITH 6"WIDE PRESSURE-SENSITIVE CURED COVER ti STRIP, IN CONJUNCTION WITH PRIMER. EXTEND FLASHING TO TOTALLY COVER THE FLANGE (MAXIMUM EXPOSED METAL SHALL NOT EXCEED 1/4" FROM EDGE). DRIP EDGE - - - - - - - - - - - - ______- J - - - - - - - 3. OVERLAY DRIP EDGE FLASHING WITH PRESSURE-SENSITIVE T-JOINT COVERS OR ° EXISTING BASE SIMPLIFICATION SIMPLIFICATION ALT. 6"WIDE PRESSURE-SENSITIVE ELASTOFORM FLASHING (IN CONJUNCTION WITH LAP SEALANT FASTENER W/FASTENING Project number 24011 IF REMOVAL OF THE SECONDARY PRIMER)AT FIELD SPLICE INTERSECTIONS AND AT JOINTS BETWEEN SECTIONS OF PLYWOOD PLATE PROFILE REVEALS SOME EDGE OF METAL EDGES AS SHOWN Date 10/8/2024 FLOORING, REPLACE ORNAMENTAL Drawn by HA MOLDING WITH 1X1 Q Checked by GB Roof-Typical EPDM Roof Edge Details M n Typical Base Simplification c (TPO sim.) N Scale As indicated 3 1 studio a/b A.09 A.05 B2 /2y% B3 A2 651 West Main Street, architects A.09 A.09 Riverhead, NY 11901 631 5912402 631 3231426 5 glynis@studioabarchitects.com A.09 mailing address: PO Box 444, Orient, NY 11957 3 client: ---------........ EPDM SHEET WATER A3 A.05 A.09 PROOFING MEMB. ON uardo Kaplan and A2 ) I _ — RAIN SCREEN 3/4" PLYWID SHEATHING ........ ON DORMER (2)-2X8 ACQ ON LVL RAFTERS TAPERED Anne Carey EAST FACE ONLY GIRDER, PAINTED FROM 2X8 @12" O.C. site address: .......... ................... (WHITE) 1270 Trumans Path, East Marion, NY 11939 FASCIA 1X2 ON 1X6 CEDAR PAINTED 1/2" 12" tel: 917-862-7067, 646-732-3514 EPDM OR TPO ON 3/4" PLYWD e-mail: Eduardo Kaplan <aekaplanl@mac.com> SHEATHING FASCIA SIZE TO MATCH Anne Carey<ac@secondandlOth.com> 1/2" 12" ON TOP TAPERED RAFTERS FASCIA 1X2 Second Floor tax map#: 1000-31.-12-8 ON 1X10 A91/4 TOP TAPERED L .............. --------_--_-------- PAINTED SHEET ........... . . ...... 3 1/2" SOFFIT SHALL BE FLUSH o 7-1.......... 314'�lk (2) . ..... RAIN SCREEN -2X8 ACID SOFFIT ...............7 ------ ................... 1X4 OPEN JOINT 4"O.C. PAINTED FLUSH TO 21 STAINED U) LL RAIN SCREEN: ACRE 3 1/2" 1'- 1 ACRE" 1X4 @4"O.C. ILL 91. GIRDER, 1/2" PVC SHEET -70, 10 1/8" STAINED 7�1 11 EXISTING 0 ------------------------ - --------------------------- -4 GRAY STAINED ACID 2X2 ....... COLUMN AND GIRDER U) ,,VERTICAL SUPPORTS I PAINTED 6'-3"W ON EXISTING VINYL t, 1 11 < 0 SIDING @32" MAX. )l 1 �7 ..........I.I� I ff F— t . .... TOP RAIL PAINTED + BENCH TOP AND U) FRONT: ACRE 5/4 X 6 'SEE A.08 FOR'IL�PICAL T :� :7: - - ---------_— -----------------I - PANELED STAINED ='-=1=f=:-RAIN SCREEN DETAILS REPLACED RAILING AWNING POST bo U J CEDAR 4X4 TOP RAIL 4X4 CEDAR PAINTED 0 --------- ------= - ----- : =: _: !�=: 2X4 ACQ JACK STUD AND POSTS PAINTED F— BEHIND THE RAIN SCREEN ILL ADJUST GRADE FOR LL :GRAY STAINED']i EQUAL RISER HT 0 NEW BENCH RECESS I" U) N FROM RAIN z 7 —------- 7 ----77-44 SCREEN z 8 SEAT5/4 X 4 ............................. ------- EDGE.........."" .. .. .. ....... ACRE LID NEW BENCH ... .. ...................... -----------_-_-------- T FOR SHOES H vv/ FOP LID .......... .............. .. . . .. .. . ...... . .... .. NEW LANDING EXISTING —------- STORAGE C) ......�= � t 00 DECK� — ce) 400 Cl) First Floor Cl) t . ...... ........... 21 - 011 First FloorV I =011 7 —71 co 2-2 ........ I ............... .. . ........ ........ 71 77 .................. I No. Description Date A-i z '0 NEW LANDING LITER END • EXISTING DE ON EXISTING DECK ENCLOSED ACRE 5/4 X 6 10'-5" 2 1/2" DECKING, STAINED 7 TI0'-5�:EXISNG DECK Typical Sout-North Section thru Entance RELOCATED EXISTING STEPS Porch West-East Section thru Porch Steps Typical North-East Section thru Porch = 1 1-011 3 1/2" 1 1-011 1/2" 1/211 1 1-011 8 A2 A.09 STAINLESS STL PIANO HINGE LID 5/4 X 6"ACRE" ON 5/4 X 6 ACID FLAT BEAM B2 B3 I ACROSS SHORTER SECTION B3 2 1,_-3. 181, @12"O.C. > A.09 Lr, LID LID, FRONT AND EAST SIDE: EDGE FILL II T-9 1/4" 4 SAME AS SEAT \z "ACRE" I STAINED O A.09 .1<11 (SAME AS RAIN SCREEN RAIN SCREEN >< BUT CLOSED JOINTS) RAIN SCREEN ON DORMER -0'-4" 2 3/4" C/) EAST FACE En X < W First Floor 3 -1/2" U_ — FRONT PANEL o 221 - 011 2x4 ACQ JACK STUD NEW RAILING,TYP. V Z RAILING POST C/) BELOW NEW LANDING 20" 2X4 ACQ FRAME — — — — — — — — — — — — — — — — — — — — — --- — — — — — - LID < < T Ye 12" 12" 12" 12" 5/4 X 6"ACRE" ------ - ---------- ON 5/4 X 6 ACID FLAT BEAM Typical Bench Short Section it f ACROSS SHORTER SECTION A .......... .................... -011 1 T 3/411 EXISTING DECK @12"O.C. 0'-3" LID 6'- 10 1/2" 0'-3" 01 A.05 1.1 ...., -.:.... ............1 1, .;i`i °� ", EDGING zi z z z z ee e� 4 SAMEAS A.09 RELOCATED NE OPEN JOINT STEPS 3 _:-RAIN SCREEN ' LID, TYP. >< U RAILING POST RECESS A 09J ——------ ---------_—_ 4" C, FROM RAIN SCREEN First Floo RAILING WIRE EDGE� Firs I. t 0" ---------- ------------------- 1 3/4"x 3 1/2"LVIL I T I T 0 SIDE PANEL re ..................... ACID 2X2 VERTICAL ACRE1X6 SUPPORTS I I I If STAINED —------------ —--------- @16"O.C. BEHIND T 1 17 NEW LANDING RAILING POST BELOW t SAME AS 11 II ` BENCH UP TO RAIN SCREEN APPROX. 3'ABOVE �......... WI NEW LANDING BENCHI.,._.._:_...,::..,_::_ BUT CLOSED PROJECT -------——-------- EXISTING DECK JOINTS :_F--------------TI, 4 1�-_= .......... 3/411 1,-011 ............... T i I Bench Lonq Section�Iica�l Alteration to Carey & C14 11. ...... ...... .......... NEW BENCH..... 0 0'-3" '-3" —LID6'-10 1/2"--- Kaplan Residence V ---------- I LID W ................... BENCH - RAIN SCREEN NEW LANDING —CO First Floor CID It ;T 1 EXISTING ...................... L 2_2 ------- ce) RAILING Entry Porch Details RAILING POST BELOW DUCT SPACE 00 ><><I L><] >< ............ ]><I FRAMING 4, A L I rA n ---__----___--- ---------- —---------- 0 ............. RAIN SCREEN OlTEXTSTIN� RAILING POST ---------- . ................ WALL Z_ Project number 24011 A2 Date 10/8/2024 Drawn by HA I �E I EI M� M Checked by GB r3 (Se on( c 0�_ 3 167 2 4 2 4 A.09 A.09 B2 A.09 A.09 B3 Cq First Floor - Callout - Entry Porch n East-West Section thru Porch Steps A. 09 0 1/2" = 11-011 n B�4,ch PIaOn at Bench Framing Level CD Scale As indicated NEW AND EXISTING WALL studio a/b architects PATCHED TO FILL EXISTING OPENINGS NEW WALL WRGWB PAINTED EXISTING WALL AND NEW DOOR PAINTED PATCH AS REQUIRED NEW AND EXISTING 24"X 30" RECESSED EXISTING WALL 651 West Main Street, PAINTED REPAINTED A3 WALL MEDICINE CABINET REPAINTED Riverhead, NY 11901 B2 24"X 30" RECESSED MEDICINE CABINET. TO BE PATCHED TO 22 1/2"X 28 1/4"OPENING B2 631 591 2402 A3 ) 22 1/2"X 28 114" OPENING FILL EXISTING EXISTING WALL EXISTING WINDOW gly 323 1426 REPAINTED & SIMPLIFIED TRIM REPAINTED REPLACE OPENINGS glynis@studioabarchitects.com LIGHTING FIXTURE SHOWEP, LIGHTING PAINTED FIXTURE mailing address: PO Box 444, Orient, NY 11957 ROB HOOK client: - - _ Eduardo Kaplan and � ------ GLASS NEW -- Anne Carey 36" NEW ' DOOR site address: REPLACE WALL 1270 Trumans Path East Marion, NY 11939 ' ( I I � DOOR TRIM � � ( t j i 1X2 PAINTED TILE (TYPE Al) o tel: 917-862-7067, 646-732-3514 ' eq. eq. `' 24" e-mail: Eduardo Kaplan<aekaplan1@mac.com> -----i' i 5'-0 3/4" 6" i 16,. TOWEL Anne Carey<ac@secondand10th.com> BAR tax map#: 1000-31.-12-8 21 I -- - - - - CV 24" 18" — ----- TOWEL ` TOWEL BAR BAR N \ N EXISTING TUB BASE - SIMPLIFIED TO MATCH EXISTING BASE M N ---- / EDGE PULL, TYP. SIMPLIFIED I REPAINTED EXISTING i � I First Floor First Floor I _ _ 22' - 0" 11 �� _ — 3/4" 5'-0" SIMPLIFIED EXISTING BASE, SIMPLIFIED EXISTING BASE NEW BASE TO MATCH SIMPLIFIED EXISTING BASE 18 REPAINTED, TYP. 21"d 60"w BASE CABINET PATCHED AND PAINTED SIMPLIFIED EXISTING REPAINTED W/2-DRAWERS, 2-DOORS Master Bathroom East Elevation Master Bathroom South Elevation n Master Bathroom West Elevation n Powder Room North Elevation n Powder Room East Elevation 2 1/2" = 1'-9' 3 1/2" = 1'-0" 1/2" = 1'-0' 1/2" = 1'-0" " 1/2" = 1'-0" B2 NEW DOOR TRIM 1X2 PAINTED No. Description Date ZNEWAND NEW WALL NEW WALL ` EXISTING WALL WRGWB WRGWB PATCHED TO PAINTED PAINTED, TYP. FILL EXISTING OPENINGS PAINTED I 5" LJ BASE 3 TO MATCH 131 A 05 B2 SIMPLIFIED EXISTING N TYP. EXISTING DUCT EXISTING TUB First Floor I '� SPACE 22' - 0" I I EXISTING CLOSET, EXISTING PARTITION EXISTING TOILET PART OF TILE REPLACED n Powder Room South Elevation n Powder Room West Elevation 1/2" = 1'-0" " 1/2" = 1'-0" -------------- ----==------------=----=---=---=- ----------=--=-- WALL TILE TO BE I INSTALL DUCT SPACE ABOVE REPLACED -- � - TOIL T TISSUE HOLDER REPLACED 0'-4 1/2" NEW GLASS DOOR 0 -8 1/2" - g' 8�� + Master Bathroom N � ....._ N 0'-41/2" 0'-41/2° 0 4 3 c��.F�1-DA 15 4 A.10 2 I 0o A.12 A.05 0 0'-11 3/4" 3EXISTING � j NEW PARTITIONWINDOWih B ,a , y 60 3/4 CUT TRIM WHERE COUNTERTOP o N Master Bedroom `' TO BE NOTCHED 16" 16" 16" 16" j� I opt s7s ---- ��J_t F _ i I i i I l 14 f N 17 NEW VANITY 81, COUNTERTOP _ SILESTONE FARO WHITE - c = \ SUNLIT DAYS , GRIP CUT N i � �� ! 5 -7 1/2 �� \`2 F L"L/- 5'_4" 2 1/4"FILL / PROJECT . Alteration to Care & EXISTING o f _ Powder oom Y _ .... ...... .... . PARTITION.. ... ..._.....................................................................................................-._..._...._... 1 In 18" I 1X2 TRIML 12" DEEP N i c, 6 5 / \ \� SHELF 1NAD STABLE ON NEW DOOR ` Kaplan Residence o8 A.10 6 + o - 7 0 I Z EXISTING �� NEW I � INSTALL WALL CABINET PARTITION `� �� PARTITION Master Bedroom Area , 0'-41/2 0 4'-9" 0'-41/2" T-9" 0'-41/2" 3'-9" 0'-41/2" 2'-0" 0'-41/2" 3'-3" SIMPLIFIED Details --------- ------------------ N iv i EXISTING , . . BASE NEW 1X1 BASE cv Entry E First Floor - 0..............................................._._........ .... .._...... ....._........ .. _........................11......... ..._......._. ......_. _ .... . 22 Project number i I � N I� � 24011 �— NEW Date 10/8/2024 o PARTITION o Drawn by HA Q INSTALL MINERAL BATT SOUND INSULATION Checked by GB o ON NEW PARTITIONS AND ANY ACCESSIBLE First Floor - Callout - Master Bedroom and EXISTING PARTITIONS, TYP. 0) A .1 Bathrooms n Master Bedroom South Elevation N Scale 1/2" = 1'-0" studio a/b architects B3?J EXISTING FLOOR FLOOR EXPANSION > 651 West Main Street, 5'-3" Riverhead, NY 11901 + Q SHELF ABOVE 2 Al 631 591 2402 N m 30" 29 5/8" 12 3/8" A.05 _ glyn s@ tud oabarchitects.com Second Floor 11° u - 30' - 9 1/4" mailing address: I PO Box 444, Orient, NY 11957 client: NEW WINDOW EXISTING GWB Eduardo Kaplan and 1X2 TRIM PAINTED PATCH AS REQUIRED, p REPAINTED (TYPE C) N EXISTING COLUMN EXISTING COLUMN Anne Care EXISTING GWB ADJUSTABLE - m REPAINTED SHELF M �_ site address: TYP. _ 1270 Trumans Path, East Marion, NY 11939 N N tel: 917-862-7067, 646-732-3514 ADJUSTABLE SHELF � SIDE OF STEPPED 00 EQ. @ 32" EQ. TYP. TALL CABINET e-mail: Eduardo Kaplan<aekaplanl@mac.com> 28 7/8" 28 7/8" 11 1/4" EXCISING STONE COUNTER Anne Carey<ac@secondand10th.com> 00 3/4" 3/4" 3/4" 3/4" LENGTH CUT tax map#: 1000-31.-12-8 1/8" BLACKENED STEEL PLATE + 20" 11" ON GWB o0 1" REVEAL I I GRAB CUT ------ L =\-! TOP OF DOOR o m i� J - -1---- -�I -� �, + SIDE OF SHELF l M ---- --- JI =_�—I .. . . - M co (O 7 II \ 7 I N c� L==== ,L---- ____� -----I - - - ----- _ . � _ t Floor _ I _ g i First Floor _ M Cl) First oor _ First Floor -70 22' - 0" —`� 22' - U' 22' - 0" SIMPLIFIED EXISTING 72 10 18 14" 14" J11 1/2" BASE REPAINTED 2-DOOR 2-ADJUSTABLE SHELF 3-PULL-OUT TRAY n Kitchen South Elevation n Kitchen Island West Elevation n Kitchen Lsland South Elevation 2 17" A.05 7" +/- No. Description Date FILL BOARD, TYP. EXISTING COLUMN BACK OF TALL SHELF SIDE OF TALL SHELF BESIDE THE COLUMN BESIDE THE COLUMN 11 1/2" 28" 7 1/8" SITE MEASURE EXISTING COLUMN B2 B3 - TO MATCH SIDE OF cm �, M A2 co� BASE SHELF ............. ............... ._....,.,.. _........,,..,_.,...___. _.__. N N i. c _ _ coFirst Floor _ co First Floor -. EXISTING 22' - 0" 22' - 0" REFRIGERATOR, KITCHEN 11" 20" 17" 0 COUNTERS,APPLIANCES 0 AND SINK I x I.- Kitchen Island East Elevation n Kitchen Island North Elevation A.11 .., J 1/2" - 1'-0" EXISTING WINDOW 6 { 0 iE 39 1/2"+/- -- 4 AS EXISTING COUNTERTOP OPEN SHELF EXISTING STONE Ij COUNTER CUT IN LENGTH . ....... . ................... {�- - \� �` <_I Ari:jr �i. ...................................... .....----_. ............... S(I li �rS{ti•g+ l ----- �----- I I bo O 5 A.11 i' 23 To EXISTING COLUMN \/ \/ ! Nt O i OF N F�rJ A.05 L----�✓------� U FA 11 3 (3)-BASE OPEN SHELVES BELOW _....---------------_... __.... -_ _._-. = 4 PROJECT ........._ ... U) _ ,......-LL A,1.1.... ...._.,. . ._._.. ....... ............ ... ... ......._... . ..... .... . _ _ _ _ . I Alteration to Carey & J i EXISTING DOOR Kaplan Residence 2 72" 56"+/- . ; ' I REMOVE ALL EXISTING MANTLE I INSTALL BLACKED STEEL PLATE E 00 - = I Kitchen Details NEW WINDOW STEPPED TALL Project number 24011 CABINET Date 10/8/2024 Drawn by HA Q 1 First Floor - Callout - Kitchen Area Checked by GB HL A. 11 N CD Scale 1/2" = 1'-0" ON-TREAD EDGE TRIM studio a/b architects 5 1/2" 651 West Main Street, Riverhead, NY 11901 4 1/2" 3/4" 631 5912402 I I 114 gly 3231426 3/4"x 5 1/2" ON-RISER TRIM „ 3/4�� I I TREAD SURFACE � lynis@studioabarchitects.com 4 1/2 Imailing POLYURETHANE w PO Box 444, Orient, NY 11957 � 1/4" U) v 7 7 'v — — - --- --- —z r' client: Eduardo Kaplan and 3/4"x 5 1/2" ON-TREAD TRIM I L Q Z v Anne Carey POLYURETHANE I I- Q Q _ site address: RISER SURFACE w C/) > J v o 1270 Trumans Path, East Marion, NY 11939 O O w oof w l tel: 917-862-7067, 646-732-3514 z MEZ) 0M a P- Q Q F w e-mail: Eduardo Kaplan <aekaplan1@mac.com> GWB PAINTED > cn �_ cn z w U a 0 O W � TYP. Anne Carey<ac@secondand10th.com> tax map#: 1000-31.-12-8 n 1 FL Stiacase Edge - Elevation Detail 1 FL Staircase Edge - Plan Detail 1 FL Staircase Edge - Section Detail 11-011 7 1 " = 1'-0" 6 1 1/2" = 1'-0" 1 /2 POST FLANGE 2 1/2"X 2 1/2"X 1/4" STEEL FLAT PAINTED MATT BLACK B2 W/(4)-FASTENERS I I 1ff 1 Typical 1 FL Staircase Railing Post Elevation J I_J -011 N O I I 1'-0" I I I I I K14EE WALL I R OF M A.13 ' + TOP AND POST 1 1/4"x 3/4"x 0.095" M STEEL TUBE PAINTED iv N m MATT BLACK r b m ' I 0 1 50 1/2" 60 3/4" 4" END P A.05 CAP, TYP. A.09 G/ --------- ------ 4" 3/32"STAINLESS No. Description Date STEEL WIRE ROPE GWB WRAP (4 SIDES) ON 4"O.C. VERTICALLY iv 3,_5„ EXISTING FLOOR GIRDER 1x1 BASE, (SIZE UNKNOWN) PAINTED o TYP. m 'v I Secondrh or Flo l — / o . . I I + o DN 0o _ - d _......._._... ' I r ii ti lli ------------ ------------ SPACE 4 ------- - =- i ----------- r-------, ---.- LESS THAN II ------------------------ I I ------------ �I I 6" DI A.----------- CIRCLE �0 Ii00 ------------ 3 _ 4 CO RELOCATE EXISTING I A2 ------------ ------ v F STAIRCASE I { I ------------ j - - W/NEW RAILING 3'-2" 0'- 11" 4'-4 04 10' 1 I 0'-4 1/2" 3'-2" 0'-4 1/2" 0'-4 1/2" o - I o I I I / I ------------ ----- w I rst Floor ------- --- ----- - 1 1/2" ;2 -1 1/2"--1 1/2" 22' - 0" / - _ 32" / ---- ----- 41/2 ------ 1 1/2 / -- 04 A.12 5 - ---------- __HAND/GUARD - I O�C RAIL 5 5/8 ----- ------ I Q� ----- - ---- 5 (P 0 6 ------------ _ o O 01 + ----- - ---- � - --- — — - A.13 C? v OF GWB WRAP ON REBUILT OPEN RISER .. _ N -...... ._.. .................._...._.. .......... . __. _........_.......................... ....................... EXISTING FLOOR GIRDER r` STAIRCASE W/CODE �4 4 4 / COMPLIANCE A.12 A.12 / DIMENSIONS A.12 / W/LESS THAN 4" OPENING RISER, 1 Basement - Callou`r - Staircase 2 First Floor - CaIIOUt - Staircase I RAILING STYLE TO PROJECT 1/2" = 1'-0" MATCH EXISTING A.13 3 Alteration to Carey & l Kaplan Residence 0'- 111, 3'-4 1/4 Basement` 12' - 113/4" ° . a el II I II I i I I— I II I I I—I I co — --- — - Staircase and2FL , I Hallway Details Al Project number 24011 EXISTING WINDOW BELOW Date 10/8/2024 TO BE RELOCATED Drawn by HA � RELOCATED WINDOW Checked by GB Second Floor- Callout - Staircase and co n Hallway n Typical Staircase East-West Section -011 CD 1/2" A. 12 Scale As indicated o 2 1 1 2 studio a/b architects A 1 A.05 A.13 A.13 A.05 Al 651 West Main Street, Riverhead, NY 11901 90 3/4" 90 3/4" 48" 4 90 3/4" 90 3/4" 631 591 2402631 3231426 glynis@studioabarchitects.com 3/!3" 30" 30" 30" 3/4" 30" 30" 30" 3 30" 17 1/4" 3/8" SHELF SIDE BOARD 3/4" PL D STAINED SHELF BACK BOARD 1/2" PLYW STAINED mailing address: SHELF TOP BOARD 3/4" PLYWD TAINED PO Box 444, Orient, NY 11957 cEd uar o ien Kapl an and ............... . I! I I I' = Carey- -- Anne zo dd t Cl) site a ress: i 1270 Trumans Path, East Marion, NY 11939 Cl) ........... - tel: 917-862-7067, 646-732-3514 mail. Second Floor _ a econdand1 LL \, _ _. .. Kaplan om> �J 30' - 9 1/4" ---- _ Anne r Oth.com .. <Sekaplan 1 @mac - Eduardo _. �. ....�..... _..................__........ tax map#: 1000-31.-12-8 _ 2FL Hallway West Guard Rail/Shelf 2 Elevation L STAINED 1/2" GWB WRAP ON ON FLOOR EDGE WD EXISTING FLOOR GIRDER 2FL Hallway West Guard Rail/Shelf Back n Elevation 1/2" = 1'-0" 5 B2 A.09 2 A.05 EXISTING CEILING 4 A.0 A 09 A2 A 13 Al A.12 EXISTING ROOF EXISTING SLOPED CEILING EXISTING WALL EXISTING WALL REPAINTED REPAINTED REPAINTED 3'-4 1/4" NEW PARTITION EQ. EQ. i 1'-0" 4'-8 3/4" /� " No. Description Date FILL BOARD OD 00 v EXISTING BASE v REPAINTED, TYP. ti I � i 0'-4 1/2" 3'-2" I , _ - — - _._......._. - Second Floor I' N 30' - 9 1/4" 1 1/2" 1 1/2"32„ o v 0 1 3/8" 25" 26" 26" 3/8" 3 8" 28" 28" 28" 3/ " 3 B" 23" 23" 3/ " -1 1/2" 11/2" o It CENTER 78 3/4" 84 3/4"70YI_��V 11 TO WALL 46 3/4" r, VERIFY WALL WIDTH ON SITE, TYP. 47" VERIFY WALL WIDTH ON SITE FINISHED WALL Second Floor Elevation 1 - c 30' - 9 1/4" U 1/2" = 1'-0" B2 EXISTING DORMER ROOF B3 -v i rn 11" 40114" 12" 60 I I C EXISTING DORMER CEILING REPAINTED P ? ,S r�� KI AF 7 Z EXISTING KNEE WALL � ��P•F, ~ �" REPAINTED First Floor (C) � �, -- 22' - 0" ; �, SIDE OF SHELF '> � , 73'? 0�. PLYWD STAINED ©' 1\1 E\N Second Floor -------------- • � I 30' - 9 1/4" Elevation 2 - a PROJECT 1/2" = 1'-0" Alteration to Carey & Kaplan Residence = : Staircase and 2FL Hallway Details 2 Basement 12' - 11 3/4" Project number 24011 Date 10/8/2024 Drawn by HA Q T=1 I I E,L� I Checked by GB .- n West-East Section Thru Staicase M A. 13 N Scale 1/2" = 1'-0" o studio a/b architects A3 REPLACED WINDOW A3 651 West Main Street, EXISTING SKYLIGHT Riverhead, NY 11901 631 591 2402 631 3231426 A glynis@studioabarchitects.com ............................... TILE mailing address: TYPE Al TILE TYPE A2 (EMERALD) PO Box 444, Orient, NY 11957 ON 1/2" 3"X 6"SUBWAY TILE WRGWB WRGWB TILE ON 1/2"TILE BACKER BOARD client: VANITY LIGH17 PAINTED PAINTED ON CEILING BACKER SLOPED CLG Eduardo Kaplan and Z— BOARD EXISTING GWB Anne Carey TOWEL RACK .......... REPLACED W/ 14" -------- VIRA - WRGWB LIGHTING FIXTURE ON site address: P -- AND PAINTED SLOPED CEILING 1270 Trumans Path, East Marion, NY 11939 THE SL 5 3/8" TILE Q 6" DEEP WALL NICHE tel: 917-862-7067, 646-732-3514 :+ ;.............. CLG: PAINTED (TYPE C) e-mail: Eduardo Kaplan <aekaplanl@mac.com> ......... + WALLS: TILE TYPE 2, Anne Carey<ac@secondandlOth.com> Cl) PE A2 KNEE WALL tax map 1000-3l.-12-8 A zo 4z SUBWAY TILE; GLASS ROBE SHOWER BOTTOM: TILE TYPE WRGWB PAINTED HOOK S GRID 2'-6' 18" oe LASS ........................... ....... ............. DOOR ........... TILED PLATFORM 10 G : . ____ ........ ... ... ..... VREVEAL TOWEL ............................. 7 24' GRAB BAR BAR 0 CONTINUES TO NICHE C0 TOP OF DOOR TO HAVE DOOR00 co 1,111.111 " '.111 1. I I I'll 1 11 1 I I -1 00 00 GRIP CUT + zo (D co 1--3" 1 1'-2" --- A < .......... ------------------------ V_ + ............... LO (0 .......... .................. ...... ................ TILE TYPE Al (WHITE) ..................... ID 3"X 6" SUBWAY TILE 0 (0 ;\z 6- Cl) VANITY CABINET C14 TO BE INSTALLED CN (1hJSeco d Floor 30' - 9 1/4" TUB APRON L 1x1 BASE PAINTED Z 1x1 BASE PAINTED TOILET TISSUE HOLDER 30" 30" 151, 5 1/2" FILL BOARD 2FL Bathroom West Elevation 2FL Bathroom North Elevation 2FL Bathroom East Elevation n� 2FL B athroom South Elevation 1/211 = 1 1-011 1/2" 1'-011 1/2" = 11-011 1/211 = 11-011 No. Description Date NEW SHORTER WINDOW ABOVE UNDER EXISTING HEADER Aly C/I ��l A 0'-4 11/2"____� A 0 4 1/2"— (P 2'-0" 4'- 11 TILED PLATFORM AND NICHE .N o BOTTOM: TILE TYPE A2 GRID 1� 373 0 .......... ON WATERPROOF MEMB. NO 1 6" ON 3/4" PLYWD SHEATHING NICHE WALL:TILE TYPE A2 .................... SUBWAY TILE GLASS ON 1/2"TILE BACKER BOARD o SHOWER DOOR 3 A CEILING: WRGWB PAINTED 14< (TYPE C) C) -2- CY) PROJECT Alteration to Carey & 6'-10" Kaplan Residence V-0.1 Fr EXISTING SKYLIGHT Z---- — - ABOVE 04�1 .......... FLOOR 0'-4 1/2 TILE TYPE B .Bathroom Details "_ T 0'-4 1/2" T-0" 1! 5' 10" 0' 4" GRID VANITY 04 V: COUNTERTOP SILESTONE o FARO WHITE SUNLIT DAYS Project number 24011 ri INSTALL MINERAL WOOL BATT Date 10/8/2024 SOUND INSULATION ON NEW Drawn by HA BATHROOM PARTITION, TYP. Second Floor - Callout - 2FL Bathroom Checked by GB 1/211 = 1 1-011 A . 14 CNI M Scale 1/2" = 1 11-011 studio a/b architects 2 NEW 4X4 CEDAR TOP RAIL 651 West Main Street,1 Riverhead NY 11901 A.16 PAINTED A.16 , 631 591 2402 631 3231426 7 L EXISTING DECK CONST. glynis@studioabarchitects.com mailing address: PO Box 444, Orient, NY 11957 client: 2 PAINT DEDAR 1x2 CEDAR TRIM Eduardo Kaplan and 6X6 TIMBER STEPS A. PAINTED 1X4 CEDAR Anne Care ON SCREEN PAINTED, TYP. y ON 2X2 CEDAR PAINTED First Floor site address: 1270 Trumans Path, East Marion, NY 11939 tel: 917-862-7067, 646-732-3514 5 1/2" 96" 5 1/2" e-mail: Eduardo Kaplan <aekaplanl@mac.com> �>_T PnM=qP 6X6 TIMBER RETAINING WALL TYP. ,:;:z=,`.-;;,° »:>: .:.:.::::::: Anne Carey<ac@secondand10th.com> tax ma #: 1000-31.-12-8 CLEAR ANODIZED ;...:..;: . 1X2 ACRE TRIM, -;1X4 ACRE SCREEN TRIM p CORRUGATED ALUMINUM ~' PAINTED PAINTED 2X8 ACQ PAINTED i 1/4" PER 12"SLOPE •FLUSH TO ON EXISTING COLUMN DOWN TOWARD WEST' TRIM ON COLUMN 1:;`;!; REPAINTED, TYP. :. . 1X + . .:::;':'. .. : 4 CEDAR': ' ACRE 34t, 1X2 ACRE TRIM-' , , = '== TRIM ON ;'; ? .; :; ;;;;; 1X4 PANELING -. rn NEW TIMBER :;:.;.::::::!:'ACRE 1X4 -.::::::':::':::::::':. SCREEN TYP. .. PAINTED :._::_::_: BOTH SIDES:::= ON BOTH S S 1 5 _ RETAINING WALL ON 2X4 ACQ STUDS:. .::.::.::::-:::: :' ::;; ::. " _::::".:.:.'. .:::_: .'.::.::.:. FLUSH TO:::::...:.":.;:..: . '':.. . PAINTED ..::::::. -: PAINTED 1ADJUST GRADE @16 O.C. TRIM ON COLUMN AND::: :-:_:,,,.. 1'-6" 6" TO FLUSH 6X6 TIMBER _ ON 3/4" PLYWD : -:-......;.;:':v m=;. :- - KNEE WALL PANEL.: _...____....._._..-,__.,_:.......:....:.... RETAINING SHEATHING- --- TYP. - -......._...... N... .............._.................................................................................._....................-.........._..._.._...._ _..._.._.._........._........._......................._.................................................... ........_........................................._........ ........ ........ ....._..._. . .... ........................... ...... I WALL, o � -----------ON WATERPROOFI G__----__---------------------------------------------------------__--------------------.._.—..----__----_----------------------------------------______--------._.._.....___ __-...................._. .. .. .. ...._... _ a�i — MEMB. ._..... EXISTING .................... ................. KNEE WALL PANEL . .... . _. ...... — A3 °- — - ::,,,d.+ ON 8 CONCRETE COLUMN ACRE 1X4 . .. _ TIMBER i� o _..... ........................... ............_ . _... . ._... . .... _ D (CLOSED J - FOUNDATION CLOS DINT) PAINTED 8 A ILL.... RETAINING 3 N r'r:. ALL _ — iv — A.15 = - _ BasementVg M —12' - 11 3/4 . ... ........... ed r {f. - i : M , v ..`�:.''-: `.r;•r v n ,. , ,, ,. ,. , .. .,.- , t._.a.....•, ,x ar,c ., °;:,E.. :'... ,"' ,>' � '.' :,' •. ;> ', �.+,' ,", ,> ,'.�..`', :',„r: .'",,r. t '".':. ,.. ,,, ,.',�,. ,�_':�,."s. Cr:,{',.,,`''.4 ,-,, :.'. „: , ,. .. "',�`. "',. 's ''.D:�w'.' ,> `,«, ,,, r,'�,. �>..: -� � -1/2' GALVANIZED -- --- ... .. ,.......... +/_0. THROUGH ROD 4 3/4" PERMEABLE PAVER TIMBER 4X4 --------- + @ 8 O P ON 1"COARSE D BED ON COMPACTED 8NBASE ACQ SILL r I South-North S t Iv GRAVEL - -' Typical Section thru Screen 3/4"COARSER RUN OR 3/4" CLEAN STONE r� Porch .. PAVER FLUSH TO /8�� = 1 —0„ L 3 _ I. .. .. . _ .,...._....... --- ---''$�' EXISTING COLUMN 'TOP OF FOOTING _. REPAINTED......... . _. ON EXISTING CONCRETE I -...... _.... SPOT FOUNDATION.... .._...........,. EXISTING DECK CO r-; E K CONST. i ...... ........................:..._. .................a..�. ..._... _..-.........TYP. ...._._..............;. .._ _.... ...._...... o Description Date +� WOOD SCREEN DOOR ... {.1__,___..._ _........_..__. ___i. .;._._.,_. ___ ...2X8 CEDAR SILL .___._____..__ __ WIDTH 28"+/-TO FIT PAINTED BETWEEN EXISTING 5/4 X 6 CEDAR -------- COLUMN FOUNDATION PAINTED HEIGHT 80" CL _a 1X4 CEDAR — , PAINTED, TYP. 1X2 CEDAR TRIM 1X4 ACRE HORIZONTALPANELING First Floor PAINTED ON ---- -." ...:..........._...._ NO OPEN JOINTS, PAIN ED — — — — — — 221 - 011 2X8 ACQ SCREEN ON BOTH SIDES OF 2X ACQ W COPING/SILL _........_......_'._....... ......:..,_ ON 2X2 CEDAR .................... STUDS' - Cl PAINTED PAINTED 6X6 TIMBER ON EXISTING.....:. ., ._. ...' 2X8 ACQ SILL 1X2 CEDAR TRIM s : RETAINING COLUMN,TYP. ._ . ' , - PAINTED`,,,;.. Uw' WALL, TYP. ON SCREEN '` ......................,......... ... CRE _4"_ ...: ... N 2X4 '; ! w o •-, .. COEDAR N 2X2 O � � AX4 PANELING PAINTED SIDESLO j�; ;< ;; ; ON BOTH w Cy :. ; PAINTED w ® I 6X6 ACQ ADJUST GRADE a ......_......... ............ ...... . ..._..:...:.._......_...:......,...._...........-_......... .........:.........,..... 1X2 CEDAR TRIM ..:;;-:.::::;;. '' :';: TIMBER _....______..__..._._.._._...:.._.__._:.__._.._. .._..r_.......__...,__._..__.____ __.___,.____-_.__;_.__.._ ..__.._.............y.__.__.._. RETAINING w PAINTED -.__.......:................:........:......................... —WALL H _ . ...... ................... CEDAR SILL, — MAN 6X6 DEM_..,._...........:........... _.._....._.....,...._... ,._...._........_:..._._.._......_.._.__-_.._--..---__- - CONC. - -_-- _ - -- ACQ - AND 0 _ PAINTED O 3,... ....'...-.:.... ....... STEPS I rta—., .— Q- ' WALLS A EXISTING CONC. ' -. - - ,. - COLUMN FOUNDATION - T Basement e. — 1 - 11 3/ c • 1X CEDAR TRIM _ ' , PAINTED ON - - • DEMOLISH - - _• - -' — ,.� SCREEN LATTICE PANEL — — :...ON 2X2 CEDAR ...... .. . .............. ....... ......... ....:.....�....�.........-., - _ ., •• • ,, I- ' - — _._.__..___..,_.__....._:................. V zt REMOVE PAINTED _ COLUMN,TYP. _.__....._______._._..... . 0 -5 1/2 +/- rn 6X6 ACQ TIMBER WALL ON EXISTING 1 -"' /4 + -. _. ', .• COLUMN! ND MN' �' -'', - - '- ;' BETWEEN EXISTING CONC. FOUNDATIONS _ N FOUN N i - - 0'-3 1/2"- -... . _ _ etc q� •, ,� ;I South North Section thru Deck Staicase 0 3112 3 011 ..: : : PERMEABLE PAVER . ;. DEMousH LATTICE PANE „ ----------------- ----_, --- -- __;_ _.. __.-----------------•--------- ' REMOVE • I COLUMN FOUNDATION _.....- ...... .. _ �// DATI EXISTING DECK CONST. _............. ...............:......:..................... ....... : ...... . .. GIRDE - REMOV � - ACQ PAINTED CT CORNER 2 _._.... . _ _ ° ' COLUMN ON 2X2 ACQPAINTED EXISTING PROJECT Q� A.16 i t1 t & Al AlterationCarey 2x6 - - Kaplan Residence - n _................................... .. LATTICE PANEL — — — DEMOLISH i i ;' UP B1 1X2 TRIM CEDAR "" " '. . ... .. ................ ...... .... _. ......._. -------------------- ON 2X2 ON 2X6`-` -- ` - _ _.--......-.._._____.._-..__.. SCREEN CEDAR PAINTED _,_. ....,. _. ......__ . COLUMN EMOLITION NOTES' D _.---....------.TYP.AT CORNER .__..._..--. 1 S Porch Details 1 DEMOLITION, 2X2 1x2TRIM 2X8 ACQ Green orc 11 ' REINFORCE EXISTING STRUCTURE AS REQUIRED ,... .., ... ...... . ....... .................... . .. ... . ..... . .. .. ,.. .... . , '• , - � 1X2 TRIM PAINTED :........._.... .,.... .__....... �} EXISTING 2X8 DECK JOISTS SUPPOSED TO BE SUFFICIENT 1l - - .- - WITH OUT THE EXISTING GIRDER AT THE MIDDLE OF THE EXISTING (Option /DECK. HOWEVER THIS WAS INSTALLED PROBABLY BECAUSE COLUMN ) _ _ SOME WEAKNESS OF THE DECK MUST HAVE OBSERVED. , -- Ir- - --- -- Al SISTERING REINFORCEMENT MIGHT BE REQUIRED. 1x2 ON 2x2 1.2 EXISTING COLUMN LINE BESIDE THE FOUNDATION WALL IS 1X4 ACRE PAINTED NOT ATTACHED TO THE FOUNDATION WALL. THIS IS ON 2X4 ACQ EXISTING 4X4 COLUMN, ASSUMED TO BE DUE TO THE CONFLICT WITH THE BASEMENT KNEE WALL STUDS REPAINTED WINDOW. GROOVE FOR SCREEN Project number 24011 TYP. THESE COLUMNS SHOULD AND/OR GIRDER ABOVE MAY NEED EDGE CATCH,TYP. Date 10/8/2024 TO BE STABILIZED BY CONNECTING THEM TO THE SCREEN Drawn by HA 6X6 TIMBER B 1 FOUNDATION WALL. RETAINING Q WALL TYPICAL PLAN VIEW SCREEN SILL SECTION SEE DWG#3 ON THIS SHEET Checked by GB N Basement Level Under Deck Area TYPICAL AT SOUTH AND WEST PERIMETER FOR NORTH SCREEN WALL SECTION M n Basement Level- Screen Porch Plan n Demolition Plan- - n Screen Tram Detail 15 01 o 1/8 - 1 -0 1 1/2 - 1 -0 A . CNI Scale As indicated o studio a/b architects 131 131 651 West Main Street, CUT EXISTING RAILING Riverhead, NY 11901 FOR NEW STAIRCASE 631 5912402 631 3231426 glynis@studioabarchitects.com mailing address: 3 2 2 PO Box 444, Orient, NY 11957 A.15 EXISTING RAILING A.15 A.15 client: 3'-0' Eduardo Kaplan and Anne Carey site address: 1270 Trumans Path, East Marion, NY 11939 tel: 917-862-7067, 646-732-3514 e-mail: Eduardo Kaplan <aekaplan1@mac.com> 2xX ACQ @24" O.C. o HEIGHT AS PER 114" PER 12" ( Anne Carey <ac@secondand10th.com> CLG PANEL SLOPE — tax map#: 1000-31.-12-8 First Floor _ _ _ EXISTING0" EXISTING (2):?X6 (2)-2X6 GIRDER GIRDER d 1x2 CEDAR TRIM ,.;: , . :=.:•.:' . : . . . `•. CLG: CLEAR ANODIZED PAINTED :"1X2 CEDAR CORRUGATED ALUM. b ( 1X2 CEDAR ON SCREEN TRIM , .., . d y I I - F I ' ' TRIM;=' ;-=; :_; 1/4" PER 12" SLOPE ACRE ON 2X2 CEDAR, _ - - 1X4 PANEL CLG: CLEAR ANODIZED PAINTED -;�,-�:PAINTED._:::,: ;':;.,�" " � .- -. PAINTED � - . .:�:.:, 'a.:...:_ PAINTED ;= : :::.BOTTOM 1X2 TRIM ° . ' .'• CORRUGATED ALUMINUM BOTTOM ON EXISTING ::.:'_:: H TO - .„:1/4" PER 12"SLOPE FLUSH TO':.''..: :. ..FLUSH .'. '. ' " '. . .. _.. PAINTED COLUMN, - -...... ................. . - -,..r-. _......... ;. GIRDER: .:,.'.. .. ON SCREEN :..,:':' : ': .': .. GIRDER..:';...;.:.. REPAINTED 6 1/4"+/- w_,_...,_, d i.._ _ „ , ,..., ON 2X2 i_ :,' '_ "ACRE" 1X4 . ......:"_':.•.�" :' PAINTED i •, , Q STUDS 2X8 ACQ COPING X ON 4 AC .. .....,..._._..., , ..: � I, @16 O.C. PAINTED ,,1X2 CEDAR TRIMH' d = .._:�:.....,a......._..__._.---------.---._:.: .-...: SCREEN 1' .'.q PAINTED`. : ._ NEW 6X6 AC .. ... ...... N WALL TYP. SCREEN.. TIMBER RETAINING .. .. "-- - - - ' • ,a ,.... , A. _. - , - 1X4 CEDAR a: n DOOR TRIM ' 6 1/2"+/- PAINTED a �.�...__�._..�,:� ' ' _. �:.�..-._.'.-...-:....: -,'.,.:'--,-•;� . -• -��'- - KNEE WALL PANEL....................................................................................................................................................................._....................... 1X2 TRIM,.. EXISTING FOUNDATION WALL _ ... ...... ..... .............. .. .................... . ......ACRE 1X4(CLOSED JOINT) ........................_.................-... ......... ............................-................. ......................... c 4 f . PAINTED::;_. . . .... ..::,._ _ .:_.,,.:_.::_;:, : EXISTING ° F EXISTING CONC. DEADMAN — _... - ' - -- ._... _.. -"----- -- ---- ---------- --- — _ __----- -- -- --_------- - COLUMN 4 ~ ' COLUMN FOUNDATION FOUNDATION a k Basement a 1/2"GALVANIZED 12' - 11 3/4" d „ , THROUGH ROD 48"O.C... ----- �� No Description Date 5 r. A� h45 F u ,x : : ' EXISTING FOOTING : _----_._._..._.............._......._._.......__...._..............---....._........ 4 3/4 PERMEABLE PAVER ON 1 COARSE SAND BED { p .._. .. _...... N COMPACTED 8 BASE GRAVEL ; GRAVEL 3/4"COARSER RUN OR 3/4" CLEAN STONE I j I { Wst-East Section thru Screen Porch under 1 deck 2 East-West Section thru Screen Porch 1/2" = 1'-0" 1/2" = 1'-0" , I; ; It r ` — E 1 ! I I 1, D �KI AF,/, IT, Oc37�� gyp/ "ACRE"COATING/STAINING NOTES: i (www.modern-mill.com) ` 1. PAINT/STAIN CHOICE MUST BE WATER-BASED. 2. PAINT/STAIN COLOR MUST HAVE A LIGHT REFLECTIVE VALUE(LRV: LIGHT REFLECTIVE VALUE)OF 55 OR GREATER. r LRV: LIGHT REFLECTIVE VALUE, A MEASURE OF HOW MUCH LIGHT A COLOR REFLECTS.THE SCALE RANGES FROM 0 TO 100, WITH 0 BEING ABSOLUTE BLACK=NO LIGHT REFLECTED, AND 100 BEING PURE WHITE =ALL LIGHT REFLECTED)OF 55 OR GREATER. I' ' 3. FOR ANY COLOR WITH AN LRV BELOW 55, OR IF YOU ARE NOT SURE, CONTACT ACRE MANUFACTURER FOR HELP AND ! 1 PROJECT APPROVAL FOR USE. i Alteration to Carey & 4. PAINT/STAIN TYPE AND COLOR MUST BEAN APPROVED COATING AND COLOR FOUND ON ACRE MANUFACTURER'S WEBSITE. i ` 5. IF OPTING FOR A CUSTOM COLOR, CHOOSE FROM OUR SIGNATURE 897 COLLECTION OF COLORS THAT HAVE BEEN APPROVED i �,( WHEN MADE WITH THE 897 LIGHT REFLECTIVE PIGMENTS AND WHEN SPECIAL ORDERED. GO TO CUSTOM COLORS PAGE ON �. Kaplan Residence MANUFACTURER'S WEBSITE FOR MORE INFORMATION. p 6. CHOOSE COLOR: ii CHOOSE FROM THE ARRAY OF COLORS BELOW THAT HAVE BEEN APPROVED WHEN MADE WITH THE 897 LIGHT REFLECTIVE II PIGMENTS AND WHEN SPECIAL ORDERED. WHITE PAINTED: PPG : SIGNATURE 897 "ACRE 087" ` 's Screen Porch Details 2 GRAY STAIN: ACRE WITH PPG 897 IR TECHNOLOGY SIGNATURE STAIN SERIES"LAUREL" 7. PLACE YOUR ORDER OF COATING/STAINING: 1 CONTACT PPG ARCHITECTURAL COATINGS BY CALLING (260)373-2373 OR EMAILING paf9270@ppg.com. i G (Option ) REFERENCE THE"ACRE"BY MODERN MILL FOR A QUOTE AND LEAD TIME. i I � , PERMEABLE PAVER: UNILOCK ECO-PRIORAT"^ PREMIER, 5"X 10", PATTERN C, OPAL(LIGHT GRAY) https://unilock.com/product/eco-priora-premier-new-york/ _------_..__---.--------_.._._....-._._._..___ _...._...._.___...__............._......_..._.._-_--.._-_-.___„__._....__.....__.I Project number 24011 Date 10/8/2024 Drawn by HA rXil Q Basement Level Screen Porch Electrical Checked by GB N n Layout co N O A. 16 Scale As indicated GENERAL NOTES: (AS PER CODE STATE OF NEW YORK AND AMERICAN FOREST& PAPER ASSOCIATIONS WOOD FRAME 16. ALL LAMINATED VENEER LUMBER(LVL)SHALL MEET THE AMERICAN PLYWOOD ASSOCIATION (APA) ENGINEERED WOOD DESIGN CRITERIA studio a b architects CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS) SYSTEM (EWS) STANDARD PRL-501 WITH A STRESS CLASS OF 1.8E-2600F. 17. ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND ALL OTHER REQUIREMENTS OF TABLE R301.2(1) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA 651 West Main Street, THE FOLLOWING NOTES ARE TYPICAL, REFER TO ATTACHED DRAWINGS FOR APPLICATION APPLICABLE U.S. COMMERCIAL STANDARDS FOR THE TYPE, GRADE AND SPECIES OF PLYWOOD AND SHALL BE SO GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD Riverhead, NY 11901 IDENTIFIED BY AN APPROVED TESTING AGENCY. SNOW SPEED DESIGN DESIGN UNDERLAY HAZARD (h) 631 591 2402 1. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY. CONTRACTOR SHALL CHECK ALL DIMENSIONS AND 18. ALL WALL SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD FSI WITH A LOAD (i) (mph) CATEGORY WEATHER- FROST TERMITE DECAY TEMP. (f) -MENT 631 3231426 CONDITIONS AT JOB SITE. ANY DISCREPANCIES OR OMISSIONS FROM PLANS AND/OR SPECIFICATIONS MUST BE CALLED MINIMUM THICKNESS OF 15/32". THE PANELS SHALL BE APPLIED WITH THE LONG DIMENSION ACROSS THE STUDS. ING LINE (c) (d) REQUIRED glynis@studioabarchitects.com TO THE ATTENTION OF THE RECORD ARCHITECT AND SAME CORRECTED WITHIN (5) DAYS AFTER CONTRACT HAS BEEN 19. ALL FLOOR AND ROOF SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI (g) DEPTH(b) AWARDED. OTHERWISE CONTRACTOR WILL BE HELD RESPONSIBLE FOR SAME. WITH A SPAN RATING CONSISTENT WITH ITS INTENDED USE AND A MINIMUM THICKNESS OF 15/32" (19/32" FOR FLOOR mailing address: 2. CONTRACTOR AND/OR SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL SHEATHING). 20 Ibs 130 C SEVERE T-0" MODERATE SLIGHT TO 11 YES N/A PO Box 444, Orient, NY 11957 WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSES, DISTORTIONS AND MISALIGNMENT ACCORDING 20. (INTENTIONALLY LEFT BLANK) TO HEAVY MODERATE TO ALL APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES. 21. ALL STRUCTURAL WOOD SHALL BE KEPT 2" BACK FROM CHIMNEYS. client: 3. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED IN THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE 22. JOISTS HANGERS, ETC. TO BE "SIMPSON STRONG TIE" OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS. Eduardo Kaplan and LATEST EDITION OF A.S.T.M. SPECIFICATIONS WHERE APPLICABLE AND SHALL CONFORM TO THE STANDARDS AND 23. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONDITIONS. DESIGN LOADS RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES (A.C.I., A.I.S.C., S.J.I., ETC.)ARE APPLICABLE. ALL MATERIALS PIER FOOTINGS SHALL EXTEND 6" FROM FOUNDATION ON ALL SIDES AND SHALL BE 12"THICK. Anne Carey USED IN CONNECTION WITH THIS PROJECT MUST BE NEW MATERIALS UNLESS OTHERWISE STATED. 24. ALL EXTERIOR FRAMING, AND INTERIOR FRAMING DIRECTLY CONTACT TO CONCRETE OR MASONRY, SHALL BE ACQ LOCATION LIVE DEAD DEFLECTION LIMIT 4. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING TREATED LUMBER. FASTENERS TO USE WITH THE TREATED LUMBER SHALL BE STAINLESS STEEL, OR OTHER APPLICABLE site address: MATERIALS. MATERIAL. SLEEPING 40LBS 10LBS L/360 1270 Trumans Path, East Marion, NY 11939 5. CONSTRUCTION TO CONFORM TO NYS BUILDING CODE, RESIDENTIAL CODE, ENERGY CONSERVATION CODE, FIRE CODE, 25. ALL HEADERS TO BE (2) 2 X 8 UNLESS OTHERWISE STATED. ROOM OTHER THAN SLEEPING 30LBS 10LBS L/360 tel: 917-862-7067, 646-732-3514 PROPERTY MAINTENANCE CODE,PLUMBING CODE, MECHANICAL CODE, FUEL GAS CODE, TOWN OF SOUHOLD CODES AND 26. ALL HEADERS TO BE SUPPORTED BY DOUBLE STUDS (TYP), UNLESS OTHERWISE STATED. ATTIC (NON STORAGE) 1OLBS 5LBS L/240 e-mail: Eduardo Kaplan <aekaplan1@mac.com> ALL OTHER CODES AND REGULATIONS HAVING JURISDICTION. 27. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTITIONS ATTIC (STORAGE) 20LBS 10LBS L/240 Anne Carey<ac@secondand10th.com> 6. THESE PLANS ARE DESIGNED TO MEETOR EXCEED THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE. WHEN RUNNING PARALLEL TO SAME. ROOF W/FIN. CEILING 20LBS(SNOW) 15LBS L/240 tax map#: 1000-31.-12-8 BUILDING IN ANY JURISDICTION, EITHER INSIDE OR OUTSIDE THE CODE,VARIATIONS MAY BE REQUIRED. IT IS THE 28. BRIDGING TO BE EITHER SOLID, 1"X 3"OR 18 GA. CROSS BRIDGING, MIN 8'-0"O.C. RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER TO VERIFY SUCH REQUIREMENTS WITH THE LOCAL CODE OR 29. ALL STRUCTURAL WOOD SHALL BE KEPT 2" BACK FROM CHIMNEYS. ROOF NO FIN. CEILING 20LBS (SNOW) 7LBS L/180 ENFORCEMENT OFFICER AND TO AMEND THE PROPOSED CONSTRUCTION AS SO REQUIRED. 30. JOISTS HANGERS, ETC. TO BE"SIMPSON STRONG TIE"OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS. SNOW LOADS HAVE BEEN ADJUSTED TO REFLECT THE SLIDEOFF FACTOR,AS A FUNCTION OF ROOF PITCH. 7. CONTRACTOR SHALT_LOCATE AND IDENTIFY ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. CONTACT ALL UTILITY 32. FIRE BLOCKING TO CODE R602.8. [NYSBC 718.21 RAFTER SIZES MAY HAVE TO BE INCREASED TO ACCOMMODATE HIGHER SNOW LOADS. COMPANIES IF RELOCATION IS REQUIRED AND/OR REPAIRS. 33. INSTALL WALL TO FLOOR AND WALL TO WALL CONNECTION STRAPPINGS ON THE EXISTING SHEATHING AT EVERY STUDS 8. RECORD ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION, INSPECTION, OR ADMINISTRATION OF THIS PROJECT. 34. INSTALL HURRICANE TIES AT EVERY RAFTERS, IF NOT EXISTING WIND BORNE DEBRIS PROTECTION 9. ASSUMED SOIL TO BE SAND OR GRAVEL,WITH MINIMUM TRACES OF DRY CLAY, WITH A MINIMUM BEARING CAPACITY OF 2 WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED, TONS/SQ. FT. 35. PROVIDE COMBUSTION AIR VENTS AS PER NYS ENERGY CODES. PANELS TO BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. 10 ALL FOOTINGS TO REST ON VIRGIN, UNDISTURBED SOIL. 36. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NY BUILDING CODES, THE NY BUILDING CONSTRUCTION MANUAL, 11. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT MINIMUM BEARING CAPACITY OF 2 TONS PER AND THE NY ENERGY CONSERVATION CODE. FASTENER SPACING SQUARE FOOT WITH A MINIMUM OF 3'-0"COVER. 37. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS REQUIRED BY NY CODE. 12. PIER FOOTINGS SHALL EXTEND 6" FROM FOUNDATION ON ALL SIDES AND SHALL BE 12"THICK. CAST IRON PIPE SHALL CONFORM WITH LOCAL CODE REQUIREMENTS WITH APPROVAL JOINTS, PIPE SUPPORTS AND FASTENER TYPE PANEL SPAN 4 FOOT 6 FOOT 13. CONCRETE TO BE PLAIN, UNREINFORCED, MINIMUM 2500 PSI, 28 DAY SOIL TEST, PREDICATED ON THE ABOVE SOIL CLEANOUTS. <4 FOOT < PANEL SPAN < PANEL SPAN CONSUMPTION. IF OTHER SOILS ARE ENCOUNTERED, LOWER BEARING VALUES ARE TO BE ASSUMED AND THE 38. HEATING AND COOLING DESIGNS SHALL COMPLY WITH ASHRAE STANDARDS. <6 FOOT <8 FOOT FOUNDATION MUST BE REDESIGNED. INDIVIDUAL SITE CONDITIONS MAY ALSO REQUIRE SPECIAL FOUNDATION DESIGN, 39. THE GENERAL CONTRACTOR/BUILDER SHALL MAKE ARRANGEMENTS WITH THE OWNER TO SELECT, PROVIDE AND INSTALL 2 1/2"#6 WOOD SCREWS 16" 12" 9" WHICH IS THE RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER. AS REQUIRED(PER N.E.C, N.E.M.A, NAT. PLUMBING CODE, A.S.M.E. AND A.S.H.R.E. SPECIFICATIONS) ALL HEATING, 14. STRUCTURAL STEEL TO BE ASTM A36. DETAILED, FABRICATED AND ERECTED PER AISC. VENTILATING AND AIR CONDITIONING EQUIPMENT WHICH ARE NOT OTHERWISE SHOWN ON THESE DRAWINGS. 2 1/2"#8 WOOD SCREWS 16" 16" 12" 15. ALL WOOD FRAMING, INCLUDING JOISTS, BEAMS, POSTS, STUDS, ETC.,TO BE DOUGLAS FIR LARCH NO. 2 OR BETTER, 40. THE SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY SYSTEM SHALL BE AS REQUIRED BY THE LOCAL BOARD OF UNLESS NOTED OTHERWISE. HEALTH. a. THIS TABLE IS BASED ON 130 MPH WIND SPEED AND A 33-FOOT MEAN ROOF HEIGHT. 41. COPYRIGHT©2024 STUDIO A/B ARCHITECTS. REPRODUCTION OF THESE PLANS, IN ANY FORM WITHOUT THE WRITTEN b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL Lumber Design Criteria CONSENT OF THE ARCHITECT, IS PROHIBITED. THESE PLANS MAY NOT BE FILED FOR CONSTRUCTION PURPOSES IN ANY c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS Visually graded lumber BUILDING DEPARTMENT, WITHOUT THE ARCHITECT WRITTEN AUTHORIZATION. ANY USE OF THESE PLANS FOR ANY d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING Douglas Fir Larch (#2 Surfaced Dry or Green @ 19% maximum moisture content) PURPOSE, OTHER THAN THAT SPECIFICALLY AUTHORIZED BY THE DESIGNER, IS ILLEGAL, AND MAY SUBJECT THE USER VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. All values and factors are from the National Design Specifications for THEREOF TO THE PAYMENT OF FULL COMMISSIONS. e. WHERE MULTIPLE PANELS ARE NEEDED, USE 2X4 ALONG THE PANEL JOINT Wood Construction NDS-2001. Extreme Fiber Stress in Bending (Fb) Single Members Repetitive use Factor Bending Stress Member Fb(psi)x Cf= Fb (psi)x Cr =Fb(psi) 2x6 850 x 1.30= 1105 x 1.15 =1271 2x8 850 x 1.20= 1020 x 1.15 =1173 2x10 850 x 1.10= 935 x 1.15 =1075 2x12 850 x 1.00= 850 x 1.15 =978 Horizontal Shear Stress = IFv x CH = 190 psi Modulus of Elasticity = 1.130E+06 psi No. Description Date 131 B2 B3 131 B2 B3 I I I I I I \ - A3 i E . • .:\ . ,. , . , ; . • , , . ,. • . -' ..• - - = ' �° ' I it , I NEW 2X4 ACQ JACK STUD \ / ASSUMED [N-WALL COLUMN, TYP. 7'-7 1/2" 10" DIA. CONCRETE ' _ \ ' FOUNDATION z ASSUMED EXISTING DECK JOISTS ; • G CST-- "" •. • -: :•/ NEW 4X4 CEDAR __ _ _ _ - - _.... _ DIRECTION o /.,• '' COLUMN ABOVE ; w I _- NEW 4X4 CEDAR I AWNING POST \ 'b- I f - - - - - - - - - I 1 .EXISTING 1 - - - - - - - - - - A.05 / A.05 i j \• 3 ! - - - - - - - - - - :. : EXISTING 2X @ 6 O C. C 1 Cl) EXISTING 2X10 @ I , ' TO LANDING HEIGHT AT THE MIDDLE --- -.- \, , ( o 11 I OF EXISTING DECK AND FINISHED ��FD ABC \ ' \ CG" FLOOR, CO ► tiij co O Xl� ; 2X4 JOISTS MIGHT NEED SLICE L�� :V1 \' 40 c^o Z \�1C' „ G• SLIGHTLY 0- z`r s. r" * : %• 4k 0_ O• s� c� P 6 PERPENDICULAR DIRETION OF THE TOOISTS SHALL BE EXIST EXISTING DECK I \ / -�� yo , 2 2 v NEW STAIR I WELL A.13 . / •_\ , � i / \ PROJECT ... .. : . .. . :. . . . . . . • . ". : • :-. - : .' •, ,• . . . ' . : .". -• �.:, ; ' . ., , \ -. : ' .• .- ' : - ,�_ _---____ Alteration to Cary & �,}bd� ;• ; 2 Kaplan Residence A.05 / = Foundation Layout \ First Floor Decking Layout --_------____ _ __ _ -.. . .. - - - - - - Y .� -�- ,' Ali <V Project number 24011 M o'-1 3/4" ...,•.•....,,.w....,.w-,.,,,.._uu Date 10/8/2024 V- 4 _. Drawn by HA I 3 r_. 4 Q A.05 8" DIA. CONCRETE A.05 A.12 Checked by GB cco3'-8 1/2" FOUNDATION co NEW 4X4 ACQ 6i Foundation Layout COLUMN ABOVE First Floor Decking Layout CD S . 01 N 1 1/4" = 1'-0" 1/411 = 1 -01 Scale 1/4" = 1'-0" studio a/b architects r� 651 West Main Street, �QQ Riverhead, NY 11901 O��QP� 631 591 2402 F� A* ��l 631 3231426 OGP��Ov��' hl glynis@studioabarchitects.com SQP� p mailing address: 6� hl X PO Box 444, Orient, NY 11957 q� N � o client: L6v Eduardo Kaplan and wz Anne Carey Q < 4X4 OR 6X6 WALL OPENING MEMBER SCHEDULE site address: " p U) ACQ OR CEDAR ROUGH OPENING HEADER HEADER TO NUMBER OF SILL SILL TO WALL 1270 Trumans Path, East Marion, NY 11939 ° SPAN WALL JACK STUDS CONNECTION tel: 917-862-7067, 646-732-3514 O O ° ®° CONNECTION Q / J _ = o ° e-mail: Anne rCa eyplac@ econan ldand10th com>LL > O m —'- ° ®° 2- 1/2" BOLTS 8' >=W> 6' (2)-2X12 OR 8-16d END- (1)-2X6 (2)-2X6 (3)- 16d = X , COLUMN BASE (2)-MICRO 13/4"X NAILED TOE-NAILED tax map#: 1000-31.-12-8 w to \ 9 1/4"OR LARGER o i 61 >-W> 4 LARGER OR NAILED (1)-2X6 (2)-2X6 (3)- 16d TOE-NAILED �P � �O •a ° !i,��i,�!i✓i,��iti�/.::.�i,��% !i✓i�!%fi.,\�!i!%lip%i,� 4' >=W p dis. 5�\(OG� 5 og.°:°�� °°�$ ( % LARGER R 4-16d °° e TOE-NAILED O� Simpson Strong-Tie CONCRETE CYLINDRICAL G I ABU44 Z FOUNDATION UPLIFT CALCULATION, MONOSLOPE ROOF TYPICAL ABU INSTALLATION Tu =Wuplift x(16/12) x L/2=36 psf x(16/12)(17.25 ft)/2 =4,4 N( TS•) INSTALL SIMPSON H1 HURRICANE TIE AT EACH RAFTER END. LATERAL LOAD CALCULATION, FOUNDATION HOLDOWN �O P� N HOLDOWN FORCE =VxH =6347 d,-PCIG�G `L5 10" DIA. INSTALL SIMPSON HD10A HOLDOWN AT END OF SHEAR WALL d 1-��\ LATERAL LOAD CALCULATION, FLOOR TO FLOOR CONNECTION O�G HOLDOWN FORCE =VxH= 3986 �QQ c�QP INSTALL SIMPSON FTA5 FLOOR TIE ANCHOR AT END OF EACH SECOND FLOOR SHEARWALL. Structure Notch and Hole on Existing Floor Structural Details- Typical Column Structural Details- Typical Post Girder 2 Beam:. n Structural Details- Typical Post Base \Foundation n Connections n TYPICAL HEADER SIZE N.T.S. N.T.S. U 1/2" = 1'-0" N.T.S. N.T.S. 131 III B2 133 No. Description Date 25'-9" T-6" ------------- I I: i ?$ i ASSUMED EXISTING JOISTS ` 'I 2X10 @16"O.C., TYP. ASSUMED EXISTING COLUMN BELOW, TYP. j i p _-� NEW 2X4 ACQ NEW 4X4 CEDAR JACK STUD COLUMN BELOW i BELOW - ASSUMED FLOOR GIRDER AT JOISTS LEVEL, SIZE ' ` o UNKNOWN, TYP. \ N E � __..._- (2)-2X8 ACQ GIRDER 1 i BELOW RAFTER �� LEVEL A.05 � I .I ... �_�'� 'j i; .` T O T Qc p (2)-2X10 1 '' 2 Uj v. \ / AWNING FRAMING SEE A.09 FOR �Ep A t� j I ARCHITECTURAL DETAILSco �� C/yj / N�0�� \\ // I i �P�c1 Aid/�G�T<C_ a .............. . .............. ... I NEW i e. ' o � X Q � tip `_. i ? �/ r STAIR ,ag � F _----__ --- c WELL f G' i ao /62 Cn A.05 ly j ��"�� PROJECT Alteration to Care y & Kaplan Residence g ' E E f.....................- .„.._.......-..........................................._......._.._....,.,.....,.........,,.,..,....,,,.,..,,.,.....,,..,.......,...,....,,.,,....,..�........,.«....._...._,,........_...._.._.-..-.__._..-._ ................ — _ — +- - - T _ _ ,_------.__ _ Al 2FL Decking Layout I - 3 3 4 A.05 A.12 Project number 24011 Date 10/8/2024 Drawn by HA Q n Second Floor Decking Layout checked by GB M Nt 1/4" = 1'-0" M S . 02 .. N O N O Scale As indicated B2 B3 studio a/b architects B1 MECHANICAL NOTES: 651 West Main Street, Riverhead, NY 11901 ALL WORK SHALL COMPLY WITH NYS RESIDENTIAL CODE, EXISTING BUILDING CODE, MECHANICAL 17. SITE TO BE CLEANED AND DEBRIS REMOVED AT END OF EACH DAY. 631 591 2402 CODE, ENERGY CONSERVATION CODE, AND ALL APPLICABLE CODES AND REGULATIONS. 18. ALL REMOVED EQUIPMENT AND MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE, OR TO A 631 3231426 1. SUMMARY OF WORK: CT'S A g Y I @ LOCATION AS DIRECTED BY THE OWNER tudloabarchitects.com n s s " ' D AIR CONDITIONING SYSTEM AND 19. NO STRUCTURAL ELEMENT IS TO BE CUT OR DRILLED WITHOUT THE ARCHITE APPROVAL. - - -- - HVAC CONTRACTOR SHALL ADOPT EXISTING HEATING AN 20. PROVIDE FIRESTOPPING AND FOAM INSULATION AT PENETRATIONS mailing address: ADJUST FOR THE PROPOSED ROOM CONFIGURATIONS. 21. ALL SUPPLY REGISTERS TO BE TWO-DIRECTIONAL WITH MANUAL LOUVER PO Box 444, Orient, NY 11957 `\ 2. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE ." DRAWINGS. 22. ALL DUCTS TO HAVE JOINTS SEALED WITH MASTIC client: 3 24 a Kaplan and ' COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL DRAWINGS FOR 23 ALL DUCTS TO BE INSULATED DIMENSIONS, LOCATIONS AND CLEARANCES. MAINTAIN MAXIMUM HEADROOM AND SPACE ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE; ALL PIPING SYSTEMS SHALL BE Eduardo a CONDITIONS. WHERE HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE, ARCHITECT IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW; ALL VALVES SHALL BE TAGGED Anne Care SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. WITH TAGS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. y _ 4. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO 25. PROVIDE OPERATION AND MAINTENANCE MANUALS FOR ALL EQUIPMENT. PERFORM A site address: PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. LESSON/LABELING SESSION WITH OWNER FOR OPERATION OF THE INSTALLED EQUIPMENT, 1270 Trumans Path, East Marion, NY 11939 SYSTEMS AND CONTROLS. �. 5. ALL WORK SHALL MEET OR EXCEED LATEST CODES AND REQUIREMENTS OF NATIONAL, STATE, 26. ALL EQUIPMENT SHALL HAVE 30" OF WORKING SPACE AND CLEARANCES IN COMPLIANCE W/ tel 917-862-7067, 646-732-3514 EXISTING OIL TANK COUNTY, MUNICIPAL AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS CODES. e-mail: Eduardo Kaplan <aekaplan1 @mac.com> PROJECT;ANY PORTION OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY 27. ALL EQUIPMENT SHALL BE RAISED A MIN. OF 8"ABOVE SLAB ON PAD OR BLOCK PLATFORM. Anne Carey<ac@secondand10th.com> a HAVING JURISDICTION SHALL BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION 28. 5/8"GWB X RATED TO BE INSTALLED OVER ALL EQUIPMENT IN BASEMENT. tax map#: 1000-31.-12-8 ASSOCIATION REQUIREMENTS; COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND REGULATIONS; COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA) REQUIREMENTS. 6. ALL WORK,TO COMPLY WITH ENERGY STAR RATED HOMES. a A2 7. SECURE FERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE COMPLETION OF THE WORK. a d3 8. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME 9. THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. 10 CONTRACTOR MUST COORDINATE WORK WITH OTHER CONTRACTORS TO COMPLETE WORK 11. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR r WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER €E TRADES,ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS 1.. INSTALLED BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE €" WORK TO CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. m 12. HVAC CONTRACTOR TO INFORM PLUMBER OF ALL NEEDS RE: SYSTEM 13. HVAC CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL TERMINAL POINT TO TERMINAL ' POINT, COORDINATED AND INTEGRATED WIRING DIAGRAMS FOR ALL WIRING REQUIRING FIELD ' Al INSTALLATIONS BY THE ELECTRICAL CONTRACTOR. 14. THE CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND COMPARE SAME WITH DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OF ALL CONDITIONS EXISTING A/C UNIT PRIOR TO THE SUBMISSION OF A BID PROPOSAL. EXISTING HOT WATER TANK I 15. PROVIDE ALL COMPONENTS SO THAT SYSTEM IS FULLY OPERATIONAL AND BALANCED. 16. PROVIDE ALL DRILLING, PATCHING, REPAIRS NECESSARY TO COMPLETE WORK AND LEAVE IN SAME CONDITION. 1 Basement HVAC Layout 1'-0" DUCT COMES UP FROM BASEMENT No. Description Date 131 DUCT RUNS IN A NEW DUCT CHASE B2 B3 131 B2 B3 UNDER 1FLCEILING DUCT RUNS IN A NEW DUCT CHASE SUPPLY DUCT TO 2FL UNDER 1 FL CEILING GO UP TO ATTIC SUPPLY DUCT TO CEILING CHASEI `. a. I FLOOR GRILL, �, ! i OR \ l CEILING GRILL, P ALTERNATIVELY, i WALL GRILL ON II ( i I DUCT CHASE ,:--,;:................... I j \ I c EF—_7 I k ; I � O E I I i i I I T I a j __.__._....- -.. .... ..�..,.7_.,.._._..-.,-77*�........_------.--........ i T I � I , I , i\ yy I , I r I I i k T r_�-- - ( FLOOR GRILL, TYP. j UNLESS OTHERWISE %' f NOTED GRILL , RETURN ILL D ; RETURN DUCT FROM L i [ �� w ( EXISTING ��1�c1 M 2F I,; I I l: w 47$ !: ; - i I R TO 1 FL;:. c{: I ' Q ... l — ; m w — ; - -ys — I I i ; a , z ; I d. -.... :.....-..it. RETURN GRILL CT� PROJE Alteration to Carey & Z , I e Lu Kaplan Re sidence esldenc I I e I I p o a I l F G: A I I y _ -------_.-- _ l I I Layouts .. .. ... .. ......................... ..... .....____.-__ ri s, _ -,_-_.--� ; I I ' ^ —..,,, ._..— —^,,,, ,,, , ., , ..., ,...,,, --�&' ,.,,a,,,,, — , E I: v ^ ! E (: € Al :I _E f , is I: . ..., - up .•H•a„„...^.U.v ^� Project number 24011 EXISTING FAN . EXISTING EXISTING ATTIC Date 10/8/2024 .r CONDENSATE UNIT g I COIL UNIT IN BASEMENT Drawn by HA Checked by GB v M 2 First Floor HVAC Layout 3 Second Floor HVAC Layout O 1 0 1/411 = 1 -0 1/4 -011 Scale As indicated PLUMBING NOTES: studio a/b architects ALL WORK SHALL COMPLY WITH NYS RESIDENTIAL CODE, EXISTING BUILDING CODE PLUMBING CODE 2"VENT EXTENSION ENERGY CONSERVATION CODE, AND ALL APPLICABLE CODES AND REGULATIONS. 651 West Main Street, THRU ROOF Riverhead, NY 11901 I j Plumbing Fixture Schedule 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE 631 591 2402 ROOF I DRAWINGS. 631 3231426 # Room Fixture Type Product Finish Note 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL DRAWINGS FOR glynis@studioabarchitects.com j DIMENSIONS, LOCATIONS AND CLEARANCES. MAINTAIN MAXIMUM HEADROOM AND SPACE CONDITIONS. WHERE HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE,ARCHITECT SHALL mailing address: I LAVATORY WC TUB 1 Master Tub Existing PO Box 444, Orient, NY 11957 --T---�--� Bathroom BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. i , I 3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO client: 2 ND FL i rill I i i 2 Master Shower Set Hansgrohe Croma Thermostatic Showerpipe 150 1-Jet with Tub Filler, 2.0 GPM, Model:27143001 chrome replacing existing PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. Bathroom 4. ALL WORK SHALL MEET OR EXCEED LATEST REQUIREMENT OF NATIONAL, STATE, COUNTY, Eduardo Kaplan and -I- - - - - - j 3 Master Toilet American Standard Clean 1.28 GPF Left Trip Lever 16-1/-in. Elcngated-Front 12-in. Rough-In Toilet with Seat,# white replacing existing MUNICIPAL AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS PROJECT; KITCHEN SINK - - - - - Bathroom 2514101 S.020 ANY PORTION OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY HAVING Anne Carey & DISH I LAVATORY WASHER WC LAVATORY i WC SHOWER I 4 Master Lavatory Sink Kohler Vox22"Vessel Sink with Overflow, Model:K-2660-1-0 white JURISDICTION SHALL BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION site address: Bathroom ASSOCIATION REQUIREMENTS; COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND site Trress: Path, East Marion, NY 11939 r--T-----r---- T--I 5 Master LavatorySink Faucet Kohler Elate 1.2 GPM Single Hole Bathroom Faucet with Po U Drain Assembly, Model:K-99491-4-CP chrome REGULATIONS; COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA) REQUIREMENTS. j j j j i j I g Pop-Up 5. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE tel: 917-862-7067, 646-732-3514 I Bathroom 1 ST FL I I I I 6 Powder Room Lavatory Pedestal Sink American Standard Evolution 22" Pedestal Vitreous China Bathroom Sink with Single Hole Faucet Mount, white COMPLETION OF THE WORK. e-mail: Eduardo Kaplan <aekaplan1@mac.com> Model:467100.02 6. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT Anne Carey<ac@secondand10th.com> DELAYING THE COMPLETION OF THE ENTIRE PROJECT. tax ma #: 1000-31.-12-8 7 Powder Room Lavatory Sink Faucet Kohler Venza 1.2 GPM Single Hole Bathroom Faucet, Model: K-28126-4-CP, Model:K-99491-4-CP chrome p EXISTING 4" HOUSE � - - - - - _ 3"WASTE, PVC - - - - � 7. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR EXISTING EXISTING 8 Powder Room Toilet American Standard Clean 1.28 GPF Left Trip Lever 16-1/-in. Elcngated-Front 12-in. Rough-In Toilet with Seat, # white WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, WASTE, PVC 2514101 S.020 ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED 9 2FL Bathroom Tub American Standard Studio 60"Soaking Bathtub for Three Wall Alcove Installation with Left Drain, Model: white BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO BASEMENT 2973202.020 CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. 10 2FL Bathroom Shower Set American Standard Studio S Pressure Balanced Shower System with Shower Head, Hand Shower, Shower chrome 8. CONTRACTOR SHALL ADOPT EXISTING PLUMBING SYSTEM AND PROVIDE NECESSARY ADJUSTMENT Arm, Hose, Tub Spout, Diverter, and Valve Trim; Model:Studio S-Duo-2CA.002 FOR THE PROPOSED CONFIGURATION. 11 2FL Bathroom Toilet American Standard Clean 1.28 GPF Left Trip Lever 16-1/-in. Elongated-Front 12-in. Rough-In Toilet with Seat,# white 9. CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND COMPARE 2514101S.020 SAME WITH DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OF ALL CONDITIONS PRIOR TO 12 2FL Bathroom Lavatory Sink Kohler Vox 22"Vessel Sink with Overflow Model:K-2660-1-0 white THE SUBMISSION OF A BID PROPOSAL. 10. CONTRACTOR SHALL EVALUATE THE EXISTING WASTE SYSTEMS CAPACITY; NOTIFY ARCHITECT AND Plumb-Waste Riser Diagram 13 2FL Bathroom Lavatory Sink Faucet KohlerVenza 1.2 GPM Single Hole Bathroom Faucet, Model: K-28126-4-CP, Model:K-99491-4-CP chrome OWNER OF IF EXISTING CAPACITY IS NOT ADEQUATE. 11. CONTRACTOR SHALL RELOCATE AND/OR REMOVE OF EXISTING FIXTURES, ALLOCATE AND RECONNECT EXISTING VENTS, CAP UNUSED LINES AND CONNECTIONS OF NEW AND REUSED EQUIPMENT TO WATER, WASTE LINES, VENTS, DUCTS,AND LIKE. 12. ALL REMOVED EQUIPMENT AND MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE, OR TO A LOCATION AS DIRECTED BY THE OWNER. 13. ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE;ALL PIPING SYSTEMS SHALL BE IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW; ALL VALVES SHALL BE TAGGED WITH TAGS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. 14. CONTRACTOR SHALL INSTALL THERMAL INSULATING MATERIAL AROUND ALL HOT AND COLD PIPING. 15. NEW HORIZONTAL PIPES RUN UNDER FLOOR. PRIOR TO ANY EXECUTIONS, CONTRACTOR SHALL NOTIFY TO THE ARCHITECT, IF ANY DRILLING TO THE EXISTING JOIST OR GIRDER IS REQUIRED. 16. CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. No. Description Date EXISTING TUB AND TOILET _.... p I j CONNECTION TO EXISTING �., $. l .�.., ( T I IN I G KNEE SPACE I I i { _ I - � y VENT FROM 1FL ..................................... . .. .. _ ----- -- - fl � I 1 i - - - i t,__ / VENT THRU ROOF DOWN TO 1 FL 1 !j I - - SUPPLIES FROM 1FL : : : i ; ; f 1 ; r 1 ^r '. WATER FILTER EXISTING EXISTING : , 1 j WATER ER F -.. ................. . .i i I ENTRY I ! I r, ° s Z' i fi�1 sly i i i fT ! r 1 ! I EXISTING _ � .._..._.. : 8 I ; --"-'-- CONNECTION KITCHEN E : ' 1 I I : s 6 PROJECT 1 ; Alteration t r o Carey & E i t__.__.__11---_.- __ I Kaplan Residence I - j I ' I I I \ ! j ° I 1 EXISTING . ................... ...................____._. , \ WASTEWATER EXIT i ----_---_--_-- Plumbing Layouts E , , i - : i , _ ! : UP ' : EXISTING HOT - i IN WATER TAN BASEMENT Project number 24011 Date 10/8/2024 Drawn by HA Q Checked by GB First Floor Plumbing Layout n Second Floor Plumbing Layout M 0 1 (n CD M Scale As indicated ELECTRICAL NOTES: studio a/b architects LEGEND 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE 651 West Main Street, DRAWINGS. Riverhead, NY 11901 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL AND STRUCTURAL 631 591 2402 SURFACE MOUNTED PANELBOARD AND CABINET DRAWINGS FOR DIMENSIONS, LOCATIONS AND CLEARANCES. 631 3231426 3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO glynis@studioabarchitects.com O CEILING RECESSED MOUNT LIGHTING FIXTURE PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. 4. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE, LOCAL CODES AND UTILITY mailing address: CEILING SURFACE MOUNT LIGHTING FIXTURE COMPANY REQUIREMENTS,ALL APPROPRIATE MUNICIPAL AND REGULATORY AGENCIES, CODES AND PO Box 444, Orient, NY 11957 REQUIREMENTS. client: LIGHTING TRACK AND FIXTURE 5. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE PROPER AUTHORITIES, FOR THEIR APPROVAL, Eduardo Kaplan and SINGLE POLE SWITCH ALL REQUIRED DOCUMENTATION. PROVIDE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY � 3 THREE WAY SWITCHH ALL LOCAL, STATE AND FEDERAL TAXES, FEES AND OTHER COSTS IN CONNECTION WITH THE WORK. S I 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL CONTROLLED INSPECTIONS Anne Carey a DIM SINGLE POLE SWITCH W/DIMMER REQUIRED BY APPLICABLE ADMINISTRATIVE BUILDING CODE. site address: ,- DUPLEX RECEPTACLE 7. OBTAIN BOARD OF FIRE UNDERWRITER/LICENSED ELECTRICIAN CERTIFICATES FOR WIRING. 4BASEMENT =6e DUPLEX RECEPTACLE PROTECTED BY 8. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT 1270 Trumans Path, East Marion, NY 11939 EXISTING ELECTRICAL GROUND CIRCUIT FAULT INTERRUPTER DELAYING THE COMPLETION OF THE ENTIRE PROJECT. tel: 917-862-7067, 646-732-3514 SYSTEM TO REMAIN NEXT EXTERIOR DUPLEX RECEPTACLE 9. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR e-mail: Eduardo Kaplan <aekaplan1@mac.com> EXCEPT AS INDICATED WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, Anne Carey<ac@secondand10th.com> ® SPECIAL PURPOSE OUTLET ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED tax map#: 1000-31.-12-8 O USB RECEPTACLE BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO CEILING MOUNT SMOKE ALARM SYSTEM DEVICE CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. EXISTING 10. THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL WIRING FOR THE MECHANICAL SYSTEMS ELECTRICAL PANEL ® CEILING MOUNT CO ALARM SYSTEM DEVICE REQUIRING FIELD WIRING,ACCORDING TO THE WIRING DIAGRAMS PROVIDED BY THE MECHANICAL TELEVISION OUTLET CONTRACTOR. -14 TELEPHONE OUTLET 11. EXAMINE AND EVALUATE ALL EXISTING ELECTRICAL SYSTEMS CONNECTED TO THE PROJECT;VERIFY volcE,DATA CAPACITY OF EXISTING SERVICE WITH NEW LOAD REQUIREMENTS; NOTIFY ARCHITECT OF � - -0 FAN OUTLET CONDITION OF EXISTING SERVICE AND WIRING OF ANY OUTLETS NOT FUNCTIONING OR ILLEGAL; OTHERWISE,ALL EXISTING CIRCUITING SHALL REMAIN INTACT FOR REUSE. ` 12. INSPECT EXISTING CIRCUIT BREAKERS. ADD ADDITIONAL CIRCUIT BREAKERS TO THE SERVICE BOX AS NECESSARY TO CORRECT IMPROPER, UNSAFE WIRING. 3 13. EXAMINE AND EVALUATE EXISTING FIRE ALARM SYSTEM INCLUDING SMOKE, FIRE, HEAT, AND/OR ` CARBON MONOXIDE DETECTORS. AND PROPOSE ADDITIONAL DETECTOR/ALARM SYSTEM, AS `€ REQUIRED, COMPLYING WITH ALL APPLICABLE CODES. I 14. ALL DUPLEX OUTLETS SHALL HAVE TWO DIFFERENT CIRCUITS. 15. ALL OUTLETS WITHIN 6 FEET OF WET AREAS SHALL BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI.), UNLESS OTHERWISE NOTED. 16. ALL NON-GFCI OUTLETS SHALL BE ARC FAULT CIRCUIT INTERRUPTER (AFCI). Lighting Fixture Schedule 17. ALL CEILING RECESSED LIGHTING FIXTURES SHALL BE IC-RATED, SEALED AT HOUSING/INTERIOR I Lighting Fixture FINISH AND LABELED TO INDICATE <_2.0 CFM LEAKAGE AT 75 PA. [402.4.5] # Lighting Fixture Type Product Finish Bulb Note 18. INSTALL ALL APPLIANCES ON SEPARATE CIRCUIT. 19. BEFORE THE ROUGH WIRING, SCHEDULE A WALK THROUGH TO VERIFY AT THE SITE ALL OUTLET Basement Electrical Layout LOCATIONS WITH ARCHITECT AND OWNER. 5 1/8" - 1'-0" A Ceiling Recessed fixture WAC Aether 2"Square Downlight Trimless R2ASDL-F930-WT white 3000K, 15W LED, CRI 90 WAC: 20. LOCATE NEW SWITCHES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED. www.waclighting.com 21. LOCATE NEW RECEPTACLES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED. A2 Ceiling Recessed fixture WAC Aether 2" Downlight Trimless Round, R2ARDT-W927-WT white 2700K, 15W LED, CRI 90 22. LOCATE ALL SWITCHES SO THAT THE CENTERLINE OF THE FACEPLATE IS 5" FROM THE FINISHED B Wall mount monopoint WAC Exterminator II 22W Monopoint Luminaire, MO-1023F-930-WT white 3000K, 22W LED, CRI 90 EDGE OF ADJACENT DOOR OPENINGS OR EDGE OF WALL UNLESS NOTED OTHERWISE. C Wall mount wet location fixture WAC Parallax Bathroom Vanity&Sconce WS73124-BN Brushed Nickel 2700K,6W LED, CRI 90 23. GANGED MULTIPLE SWITCHES BEHIND A SINGLE FACEPLATE. D Wall mount monopoint WAC Exterminator II 1014 Monopoint Luminaire MO-1014F-930-WT white 3000K, 14W LED, CRI 90 24. THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. E Track and Head WAC Exterminator II 14W H/J/L Track Luminaire, on H track, H-1014F-930-WT white 25. TO SECURE SOUND INSULATION THROUGH WALL, NO SWITCHES OR OUTLETS SHALL BE INSTALLED F Exterior Wall mount fixture Cooper Lumiere Eon 303-W1-LEDB1-3000-UNV-T2-DIMELV-BA brushed Alum. 3000K, 8.5W LED, CRI ON A WALL BACK-TO-BACK. 95 26. INSTALL DELAY TIMER FOR ALL BATHROOM VENTILATORS,AKDT60 BY AIR KING OR EQUAL. G Exterior Wall mount motion sensor Flood Lithonia Lighting Contractor Select HGX Double Light 8-5/16"Wide Adjustable white 3000K, 21 W LED, CRI 80 Lighting LED Outdoor Flood Light, Model: HGX LED 2RH ALO SWW2 120 PI WH No. Description Date F \ I A I , D I I MASTER BEDROOM ~ BATHROOM EXISTING ELECTRICAL j EXISTING ELECTRICAL SYSTEMS SYSTEMS TO REMAIN, INCLUDING TO REMAIN ; CEILING LIGHT, OUTLETS, EXHAUST FAN ~' EXCEPT'AS INDICATED AND l= EXCEPT AS INDICATED AND i / A" i RELOCATION IS REQUIRED ! RELOCATION IS REQUIRED I + C DIM c TO EXISTING CEILING LIGHTS i _. ON SLOPED CLG � I I TO EXISTING EXHAUST FAN E TV I A \A A !; D DIM I I j I i % t � •;� I E Y I E TOTAL 18'TRACK EXISTING CEILING E VOK E,DATA LIGHT TO BE REMOVED KEEP SUPPLY AS A -" BLIND BOX j A2 ' i I LIVING ROOM A A I j' A A " f, A i I ❑-,, I i EXISTING ELECTRICAL SYSTEMS TO REMAIN -_ I , EXCEPT AS INDICATED AND RELOCATION IS REQUIRED ENTRY ELECTRICAL ,.}...____, E M � DIM ` A I{ SYSTEMS TO REMAIN i D A 4F ' EXCEPT AS INDICATED AND M _,_ !i ��,�`pE D 13 ' i 3 RELOCATION IS REQUIRED 1�`R/�, , TING SHALL A i BEI REMOVED H , E E A I E q EXISTING i � SWITCH I I - i I i ;.+ 3 s I } I :,1 A ©F Ear} i A A A D '. j __----------_____.____ KITCHEN ELECTRICAL _ ......_ �/ I I SYSTEMS TO REMAIN DORMER CEILING RIDGE ABOVE l I _.. EXCEPT CEILING ___......_..__._:._:._...._..._..._. _..-___._......_....._j ..____..,_-_-----__ TYP. PROJECT F ____ a i B B B ( I LIGHTING SHALL BE i \ E E E REPLACED Alteration to Care & j DINING Y EXISTING ELECTRICAL I i � 11'AFF i I ' ADD LIGHTING HERE �,( I 11 �\ 10'TRACK � Kaplan I Residence SYSTEMS TO REMAIN ! _..__.._..,_....................! ; �- ��-� ��- EXCEPT'AS INDICATED EXISTING PENDANT E `, a p a n AND RELOCATION IS TO BE REMOVED REQUIRED ! KEEP SUPPLY AS A BLIND BOX A A Y ` FLOOR OPENING ABOVE E i .,__,___.,_-,_._.._.._._.._____.---._,___.__..__.-___., -j I , I : I r i ► Electrical Layouts j I... I: DIM .�_ I I � i' 1 � i I j G G i I . Upi FLAT CEILING ABOVE :... -:.::..:.::.::.:. ---.._..... _._.._. __......__.. . ._ Project number 24011 Date 10/8/2024 Drawn by HA 2 First Floor Electrical Layout Second Floor Electrical Layout Q 1 1/4" = 1'-0" 2 1/4" = 1'-0" Checked by GB M E . 01 N 0) Scale As indicated cD ' studio a/b architects 651 West Main Street, SIDE OF EXISTING Riverhead, NY 11901 I CHIMNEY 4 631 3231426 A.02 2X4 ACQ FENCE WALL HEADER glynis@studioabarchitects.com TYP. EXISTING OUTDOOR SHOWER mailing address: PO Box 444, Orient, NY 11957 client: First Floor Eduardo Kaplan and 22' - 0" Anne Carey site address: 1270 Trumans Path, East Marion, NY 11939 FENCE AND GATE tel: 917-862-7067,646-732-3514 ' HORIZONTAL 4X4 ACQ,TYP. 1X4 CEDAR e-mail: Eduardo Kaplan<aekaplan1@mac.com> LATTICE @4"O.C. Anne Carey<ac@secondand10th.com> �r 2X4 ACQ,TYP. EXISTING TYP• tax map#: 1000-31.-12-8 1xX CEDAR CHIMNEY C° DOOR STOP HORIZONTAL 1X4 CEDAR LATTICE @4"O.C. TYP. 1,_.1. 21_6" 01_ 11 4'-0" PAVER TO MATCH EXISTING 1 Section thru Outdo r Shower Fence A.15 3 First Floor- Callout - Outdoor Shower Fence 4 Enclosure 1/2" = 1'-0 1/2" = 1'-0" 5 - - - - - - - - - - - - - - - - - - - - - B 1 B2 B3 A001 -- - B1 B2 B3 Lrt _ I 25'-9"+/- 7'-6"+!- 5 25'-9"+/- T-6" - I (3)-2X4 COLUMN INSTALL DUCT SPACE ABOVE. 9'-7 1/2" BELOW GIRDER I - I I I No. Description Date - PAVER - 1 Existing structure reinforcements 2/21/25 A, 3 -}- •• - ' - i Revision 2 3l23/25 Shift Staircase 5/4/25 -rr ____-_=- 0 I 4 „ - -- - - — - --- -- o Screen Porch6/18/25 UP= -- :-___--- -_-- -- ----- ----- --------- - UP o n �n erralce= - : • _ ------ -- --- - - _ I 1 - ---- - LO 4 ------I. R ION ; AS EXISTING I � u I -• . .• ,. • '," ' ' I � -IN-WALL- 23/4 F. - A04 - _ a BASEMENT F� ( y _ - - 3 ------ --- _-COLUMN 1; _ l ; . � 1 v I I I 1 1 - - — 1 ST WALL INE 7 r- �. O _ _ ___-_- _ ------ _ - - --- -------- ---- - - --- ------- N - - ---0 4 1/2 - --- 1 1 �" v 5 I o 1 �� 10 I I3 - - - - - - _ - --- - -_ -- - - -_- --- 0 -4 2 -- -._5'- 2"+_ - -- 41 91 - - --3'-9"— -- 3Ilgll-- '-01; 31_3;1 6" - Fwsting Basement ------- --- --- ---- - -- --- - --o -41/2 A 05 - 0'-4 1/ - --- -- - _- -- ---_ - -_ - J _L N 1 B -- - --- - -- ---- - -- -- -- -- — -- " 'B0 NEW NORTH RAILING TO E 11 9 1; -'.' EXIS11'ING ATTACHED DTO TOP OF DECKING SLIMING DOOR - ---- ------ - ---- -- - -------- --- 1_ O_ SOUTH RAILING TO BE THE SAME -- -- -------- --- ---- -- - ------ --- - - -_-- - -- O 1 � PARTITION - NEW WEST RAILING TO BE -- -- --- -- - --_ _-- - ---- --- - -------- ---- - ---- GV --- _ -- -- ---_ - -- —_ -- ---- - - -- _i :14'-7 1/2;1 . 3 1/2 OFF SET FROM DE E ----° - -- --- --- ----- ----- --- DECK EDGE I EXISTING STAIRWELL _ 4 TO BE FILLED D - 1 'A0011 6 - - _ _ .• . - , _ - - ,. 2 PATCHED- -- -- -- - - - — — - - = 12'-4" -- --- - -3 -2" __5'- 1 3/4"+/-- -------- - `t r ; I fC G'4'tl-R r' ;", .�` -. • .._.,: . - - -- ARELOCATED -------- -- ------ -->---- - ' --------- a ,r . STAIRCASE',- -------- -- -- - -- -- �'- -- - ------------ l5 " x •'ant L- 0 0 I � 'L222 1 NEW' ----- --- ------- ------- u: OR -- --_ --�--_ -- _ __________-______ __ -_'_ !' A2 �' 4. - - WOOD COLUMN N o j � U _--WITH31/2"DIA. - w I net FILL DOOR OPENING --- - -- -- --- -- - -- - --------- - _- --- --- - -- o1.01 u inO • ' . , = _ __ --- -__-_- — - STEEL TUBE-- Q. Et inn dart 1. RELOCATED --- ------- - --_ _- - _-- - --- --- ------ o ToVJ"1 . S1ilES3 L� C . . - -- -- - ---- ---- -- - -- -- ---COLUMN - - o - _= 2.1 D - - -- - - __ - - --- --- I, -- - - + • 00 uj PAVER I -; , - ' - - : -• • -. - - • .- ., - - --- -- - --------- ---------- - - - - ., , • EEL TUBE ST Exisfir00 i St0ta a _tL _:.._ -- g 9 1 — - - - ---- - - 51 211CD 5 LO 1 • VVV 1 ! - r - MH RELOCATED,. - -- -- --- ----- -- --------- - -- --- - ---- - --- -- ---- ---- - PROJECT i ! :DOOR" _ ------ ---------- ------- ------------- - ------------- -------- ---- ----------- , -( , - ; . , . ' • o • . .. . ,•. . , .. .. ----- ----- ------ ----- ----- ---- ------ --- - - ---- ------ -------- - - - � � I Ili EXISTING __ _:REMOVE FIREPLACE SUROUNDINGS �n SLIDIING DOOR -- AND WALL OPENING W/GWB___ -__—___ -- _-.__= Alteration to Care I --------------------------- -- -- - ---- ---- - --- -- --- -- -------- - ---- UP Kaplan Residence - ff- I . - Al - - - - - - - - Al II i III I � ' II I I I �- CENTER ALIGNED TO UP STAIRS WINDOW ! ' U o W #5 - - - - P L - - - - - - - - - - - — � , li , , Basement and First EXISTING III III l OUTDOOR SHOWER I Floor Plans I II ill I I it '� i I I I 7 OUT DOOR SHOWER THIGH FENCE 1 l 1 ! l j ' AMENDMENT 7/22/2025 AND GATE lI I I I I III I C I . I III. i I INDICATES EMERGENCY Project number REscuE wwoow I 1 r 24011 Date 10/8/2024 � Drawn b HA < II00 y I I I I Checked by GB o I , I (V II I II II I'I ' I II : IIIIIII I N Basement 1 First Floor A . 02 CN0 Scale As indicated ti studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 5912402 631 3231426 glynis@studioabarchitects.com mailing address: PO Box 444, Orient, NY 11957 client: Eduardo Kaplan and Anne Carey site address: 1270 Trumans Path, East Marion, NY 11939 tel: 917-862-7067,646-732-3514 e-mail: Eduardo Kaplan<aekaplanl@mac.com> Anne Carey<ac@secondand10th.com> tax map#: 1000-31.-12-8 EXISTING 1 -- SLOPED CLG EXISTING FLAT CEILING > EXISTIN OPEDG --� A.14 CLG 131 132 B3 131 B2 B3 NEW DUCT SPACE — — — — — No. Description Date - - — - - - (DA3 - A3 2 Revision 2 3/23/25 3 Existing Roof Location 5/2/25 III I ! 11 I I I I ! I 4 - 1 Ill 2 -2 I I I 4 Shift Staircase 5/4/25 vIII !11 I 1l!Il Ij'1•II; II 13l i!I iI,'I-I!i!':�I i!II !iI I 10� 01(6'-I'2!44II"I!I1 4114" � 3I i, 7 ilI, L�---Iji 1t-I --, I I _ I I AREA OF B ATHRO OM WIT EX HATCHED: 17) w FL Bathroom CEILING HT6'-8"OR HIGH R 2 3 ' 0Bedroom N A.12 HATCHED: AREA OF HABITABLE SPACE o EXISTING SKYLIGHT WITH CEILING HT 7_0OR 0� 12 37 6 HIGHER VANITY COUNTER N P- 2 NEW PORCH AWNING BELOW AREA OF HALLWAY WITH -0"OR HIGHS' CEILING HT T R Q FU EXISTING KNEE WALL.M+ 3 3" 6 INTERIOR SIDE I HEIGHT 6,_1N ill = HERE'' I I I I N III l l III I' ; 1 1' 1 EXISTING CLG HT AT THE , FRONT OF PROP. SHELF '-3"+/- ,6 21/2„ 1 0 -41/21 II, j ! lil o: ! ! Ili , � ' I �� 'I � II III I 2F Hall i li I I ' I I_ I , II ! III ' IIIIry 4 io I 1 o Ii ! IN L , II ! I 11 IIII I � r I 'Ijl illy 21 _ I i I - i . II I 11AKINIE! E SPACE II I, � i I I � REP LACE D ATTIC STORAGE AR A CCESS DOOR WINDOW UNDER DORMER 1'-4 1/4" ! , I 3 -3 I II I I I SLOPED CEILINC AREA IN ,FLUSH ! ! UNDER DORMER / THE HALLWAY i ! j 1 i I STORAGE AREA 1 12 -4 o I ! III III ! TOR HIGHER CEILING AREA I IS MORE THAN 5 % + ! EXISTING ! l l STAIRWELL TO BE FILLED AND CIE 41. -- l I I ! I I I A2'CIDi ! 'I is °° f ! SHELF ? 1 I CENTER � I - AS EXISTING 4 _ 22 III ! l -3'-2 1/2" 1 13'-6 1/4 5'-7 1/4"+/- 6'-2 3/8" I a - I 1 +_i I 4 � 1 i , r i jl I I I 4 1/2 i C I ill N I I A.13 � I I I I I - /16 4 I I 0 I - �I A.13 11 I , I I I�'i i I %I I ! I I I j iv I! 171 l I ( I I I 1�1 4I I DORM S I , REPLACED CEDPA TITO , ATTIC STORAGE/WINDOWRIDGEI o REA UNDERABOVE III I I I ''ll ill I II I' III i 1 III ' I 2 3 �j 2 INTERIOR / j 1 1 l i l t t / A.05 NEW,PARTIALLY REP CED 4 A.05 \ wwDow I / / ! (I I'I I FLOOR I ' I � i EXISTING FLOOR GIRDER - - - /TO BE GWB WRAPPED III (D / PROJECT I L Alteration to Carey & II 0 I Kaplan Residence - - - - - - r— - -� Al — 10 — — — 13'-9"+/ Second Floor Plan , 3 4 NEW Ceiling Plan A.05 A.12 WINDOW 3 4 QINDICATES EMERGENCY A.05 A.05 4 RESCUE WINDOW AMENDMENT 7/22/2025 A.05 4 Project number 24011 Date 10/8/2024 Drawn by HA Q Ln Second Floor 3 Second Floor Reflected Ceilin Plan Checked by GB A . 03 00 N Scale 1/4 to = 1'-0" o�� r\ studio a/b architects S��Pr1 651 West Main Street, Riverhead, Y 11901 O\�F�°.��R hl 631 2402 GP"�\ter\ 631 3231426 0Qp o glynis@studioabarchitects.com hl x mailingIn o PO Box 444, Orient, NY 11957 Cd v client: W v Eduardo Kaplan and a 4X4 OR 6X6 WALL OPENING MEMBER SCHEDULE Anne Carey z CEO ACQ OR CEDAR ROUGH OPENING HEADER HEADER TO NUMBER OF SILL SILL TO WALL site address: F_o J ° ®• SPAN WALL JACK STUDS CONNECTION 1270 Trumans Path, East Marion, NY 11939 z 2 i _- = c ° ° CONNECTION tel: 917-862-7067,646-732-3514 U-u -+- 1 � • " 8'>=W>6' 2 -2X12 OR 8-16d END- (1)-2X6 O m ° ® 2- 1/2 BOLTS ( ) ( ) (2)-2X6 (3)- 16d e-mail: Eduardo Kaplan<aekaplanl@mac.com> COLUMN BASE (2)-MICRO 13/4"X NAILED TOE-NAILED Anne Carey<ac@secondandlOth.com> IL N %� �\ 9 1/4"OR LARGER tax map#: 1000-31.-12-8 Ul T- o o � des �\�\O 6'>=W> 4' ((2)-2X10 OR 6-16d END- (1)-2X6 (2)-2X6 (3)- 16d \O�G > �I LARGER NAILED TOE-NAILED [� \ G� ° °•° I I� 4'>=W (2)-2X8 OR 4-16d (1)-2X6 (2)-2X6 (2)- 16d P-ld ��-Oa °�� e°�.$ \ `I I LARGER TOE-NAILED CONCRETE CYLINDRICAL � �- G Simpson Strong-Tie d�5' ABU44 Z FOUNDATION UPLIFT CALCULATION, MONOSLOPE ROOF � Tu=Wuplift x(16/12) x L12=36 psf x(16/12)(17.25 ft)12=4,4 TYPICAL ABU INSTALLATION INSTALL SIMPSON H1 HURRICANE TIE AT EACH RAFTER END. NTS. LATERAL LOAD CALCULATION, FOUNDATION HOLDOWN HOLDOWN FORCE=VxH =6347 d G��O `�QP\J 10"DIA. INSTALL SIMPSON HD10A HOLDOWN AT END OF SHEAR WALL 5� LATERAL LOAD CALCULATION, FLOOR TO FLOOR CONNECTION HOLDOWN FORCE=VxH=3986 JQQOSQP' INSTALL SIMPSON FTA5 FLOOR TIE ANCHOR AT END OF EACH S °-I'� SECOND FLOOR SHEARWALL. °. Structure Notch and Hole on Existing Floor Structural Details- Typical Column Structural Details- Typical Post Girder n Beams Structural Details- Typical Post Base n Foundation Connections n TYPICAL HEADER SIZE N.T.S. N.T.S. 1/2" = 1'-0" N.T.S. N.T.S. 1 No. Description Date REINFORCEMENT B1 BZ B3 1 Existing structure reinforcements 2/21/25 (3)-2X4 COLUMN BELOW GIRDER; MC-7X17.6 3 Existing Roof Location 5/2/25 ON EXISTING (2)-2X8 6 Revision 6 7/21/25 BOLT FASTEN FINISHED SECOND FLOOR 25'-9" 7'-6" I TO WORK ALL TOGETHER ---EXISTING 2X8 SECOND FLOOR CONST. EXISTING(2)-2X8REINFORCED WITH MC-7X17.6 EXISTING (2)-2X8 GIRDER CONNECTION ANGLE BETWEEN I TWO GIRDERS CA 3) — 1/2"GWB WRAP SECOND FLOOR GIRDER(2)-2X8, NEW 3 1/2"DIA. REINFORCED WITH MC-7X17.6 STEEL TUBE COLUMN FINISHED FIRST FLOOR 1 I EXISTING JOISTS 2X8 I I TYPICAL"T"CONNECTION BETWEEN GIRDERS @16"O.C.,TYP. 1 < EXISTING FIRST FLOOR CONST. NEW STEEL TUBE COLUMN AND NOTE: VERIFY EXISTING IN-WALL COLUMN I EXISTING(3)-1 3/4"X 11 1/4"LVL THIS IS NOT A LOAD TRANSMITTING CONNECTION. MIN. (3)-2X4 BELOW EXISTING (2)-2X8 NEW 2X4 ACQ NEW 4X4 CEDAR GIRDER IN THE BASEMENT THIS TYPE OF CONNECTIONS ARE HAPPENING TWO LOCATIONS, GIRDER, APPEARED TO BE OFF APPROX.3 1/2"TO SIDE ON BOTH CASES,THE GIRDER ATTACHING TO SIDE OF THE OTHER IF NOT FIND INSTALL U_ JACK STUD COLUMN BELOW INSTALL 4"STEEL COLUMN WITH NEW SPOT IS OVERHUNG BEAM,WHICH IS SUPPORTING LOADS IT SELF. BELOW FOUNDATION THE GIRDER GOING THROUGH THE CONNECTION IS ALSO 0 o E o ALTERNATIVELY,ADD(2)-1 3/4"X 11 1/4"LVL SUPPORTING THE LOADS IT SELF. SO, BOTH ARE NOT RELYING ON BETWEEN EXISTING BASEMENT(2)-COLUMNS THE OTHER. r FIRST FLOOR MAIN GIRDER REINFORCEMENT N I (2,-2X8 ACQ GIRDER UNDER THE STEEL COLUMN BELOW RAFTER t3 /2"D LEVELzR (3)-2X4 COLUMN BELOW GIRDER&w ABOVE HEADER7-0p HEADER ABOVE THE DOORWAY 314" rgPE SHALL BE(2)-2X12 MIN. REINFORCEMENT L ROUND TUBE � � (3)-2X8 I OFR�i4, 1I ,��REIJ ARCGIRDER C S@12h ON EXISTING (2)-2X8 (� BOLT FASTEN Q Z ,4 \ / TO WORK ALL TOGETHER AWNING FRAMING SEE A.09 FOR '�: . ARCHITECTURAL DETAILS 11( . �— EXISTING 2X8 SECOND FLOOR CONST. 02378't co — ty — A2 EXISTING (2)-2X8 GIRDER TF `` NEW N I EXISTING JOISTS I F STAIR .� 2X8 @16 O.C.,TYP. O WELL NEW MIN.(3)-2x4 IN-WALL O G' + Q ' I COLUMN 2 A 13 �s� <? r` w / \ I EXISTING(2)-2X8 0 COLUMN WTLACE H 3 EXISTING��LUMBERABER --- -------------- vQo Q'� / \ STEEL TUBE COLUMN o �. \��O� _ \ � � � SISTER(2)-1 1/4 X 71/4 LVL, OVER COLUMN PROJECT &GIRDER Q� w I E STEEL C REINFORCED(2)-2X8 GIRDER ON THE Alteration to Care VC 2 �_— 2 1 �� SECOND FLOOR APPEARED TO BE OFF y EXISTING FLOOR END o!� co I APPROX.3 1/2"TO WEST OF EXISTING (3)-LVL A.05 REINFORCE W!MC-7X17.6 —W 0 ¢ ,0 L BRIDGE OVER GIRDER ( ) JOIST Kaplan Residence C7 COLUMN & —� oo H g z GIRDER C9 R a z 1 —� �w ¢ O FIRST FLOOR(2)-2X8 JOIST(COMPRESSION) REINFORCEMENT UNDER NEW IN-WALL COLUMN IN THE PARTITION BTWN MASTER BEDROOM &CLOSET 2 F L Decking Layout —�z g y u ---�— - - - ��-- = � � ��0. 3 I 6 AMENDMENT, 7/22/2025 \5� Project number 24011 3 4 ASSUMED EXISTING COLUMN BELOW Date 10/8/2024 A.05 A.12 NEW COLUMN BELOW Drawn by HA m Checked by GB M Steel C Reinforced Existing Girders 1 Second Floor Decking Layout 7 Connection and support Details 0 0 1/2 S 102 'c�,j a Scale As indicated rl- ' studio a/b architects Fauw�o"r s"ov<m I .E"IE "EaoEx 0u'-P Flrst— I Eduardo Kaplan and -------- — Al . Anne Carey 7 4-' E s—n lhm..d..•Stover Fence 0 First Floor-Cafleet-OM..rShower Fence a EM sure -- ------------------ ��..__ B1 j B2 B3 B1 �:s• B2 B3 - naves.. ..'. ...' ''• A3 •ken _ —Q I -- 1 n. v :�. EaE uE"rs r� •a. av tt h ..:.: . :... :.. :. I P n¢ou`im': •sramu� — A - 7 _ :.:.. — i i Alteration to Carey& Kaplan Residence o • L._._._._._.___._.__ Basement and First Floor Plans AMENOMENTM=035 b L v u L� L a B o�are i,l HA f li t „q.n a., zaoll I laen5za P1 Basement f k 1 (D F'rst Flcor A.02 1 FER 1 7 2096 + 1 NC As 1ntllwle5 N studio a/b architects oaf p'1�"' awrvwq on t1B0t1 Y✓•!ze'N VM@aunoan.Wu°.t.n W� -� Eduardo Kaplan and .<°�cEnnR aN PExW DER MESDER ro CXEOULE „ Anne Carey 6 e BDus ,.w,P EenoN ucKsiuos tua oix°.= .m I.S.E..91.Nr„Bn p oNxasE 9,5"aaORIow IED ,•w,♦ II-.S DRY nyxx6 al xi6 1]F,sa 3 .�/I�9 6aG`r.R, Tyo�B A D �Rtt�}� x• •y' DN4I � � ,mow 1]F]%aoR Im ItMxxa xas y+'A enPTu FDINDATRW 3 o ERooF TYPICAL ABD INSTALLATION u Y.LNn�I d. I`El lxl l,i.a WTE-!. INT5.1 WsiaLL SWasoxxt xuRRYnx ilEar FAd RaFrER Ex0. I£to �ze� I �,P IxsiaLL slwsD<ritm Ho�imwx�Expo�FARwaLL 6a a p� ,P sEwvOFIO N;T`A5X-00 EANCxoRzr END"EACH S—N,Notch and Hob on Ealsting Fbor SW<Wral Delon,-Typical Column SDu—d Detaih-Typkel Post Ghdar /LBeams /154uauml Detailr TwiraIPost Haze /1 Fo0ndatbn nic noct S nTYPICAL HEADER SIZE N.T.S. N.T.S. =1'-P N.T.S. W7 Bt B2 B3 BD. ENT I rowroRrculTrWc m+aIDsccoxo FIDDR I xDFLEDD�RDwDER ]u LE�s,woaF],aDDxD�FwoR<Dxai. xwR B IEDzaE,wv�x axD OM Daew*uF RDrgoRCEDymR uar:;%a' E.cmrc,oms ! I � Bwsxm ws aaw x ®,6D E—G aElow Exts—11U Ta I c<wux BELOW Wcl>}t]u�o�IWRx xEwaPoi gBsxoin NNEO.wsumW°<a!x¢i � R STEEL �NII InaDs Ir sElr.-so,eor"Tx a'aE V—me ON —EN Eusrwc EASEueur l},OOLU.N° TNEDINER. MTADO a LxxaamDRDeR AN- uux eFlow DtevER - p?]aa oRyj r °�EY+�ria,iuvao°orswnr Ert< - Brx- TDvmRx Mll]yiaEfNER s �'Vj o w tr � Avm sreN yW? \ / aR Ecrvwu DEraes \ / �,cN ENsrWc zras[covO FlcoR coxsr. -- tEw Evan DgsIWOONasmaDER s 7jF ozaTn�Qr 1 ue >uG,6o n y REP MLME,MAnawuBER WDFLDDRExD ® p 1 �HH t;;ax �r°ter°F°"D-`NTME Alteration to Carey& aT- _ � D "°""" Kaplan Residence -DES 2FL Decking Layout - N V 111 i ENSTIN AMEF MENT.TDLi035 X vEwcul pw l N ta eEIAW - �`. L[ i± vmnnruros 3YDI] - aaoza X g f =w GB Stael C FeiNorced E.isting Girders S.02 0 n Secend Floor Deckim LavoN T Connection and su d D—N my vd-=I ur•r-a• �d As oM—d GENERAL NOTES: (AS PER CODE STATE OF NEW YORK AND AMERICAN FOREST& PAPER ASSOCIATIONS WOOD FRAME 16. ALL LAMINATED VENEER LUMBER(LVL) SHALL MEET THE AMERICAN PLYWOOD ASSOCIATION (APA) ENGINEERED WOOD DESIGN CRITERIA studio a b architects CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS) SYSTEM (EWS) STANDARD PRL-501 WITH A STRESS CLASS OF 1.8E-2600F. 17. ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND ALL OTHER REQUIREMENTS OF TABLE R301.2(1) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA 651 West Main Street, THE FOLLOWING NOTES ARE TYPICAL, REFER TO ATTACHED DRAWINGS FOR APPLICATION APPLICABLE U.S. COMMERCIAL STANDARDS FOR THE TYPE, GRADE AND SPECIES OF PLYWOOD AND SHALL BE SO GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD Riverhead, NY 11901 IDENTIFIED BY AN APPROVED TESTING AGENCY. SNOW SPEED DESIGN DESIGN UNDERLAY HAZARD (h) 631 5912402 1. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY. CONTRACTOR SHALL CHECK ALL DIMENSIONS AND 18. ALL WALL SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI WITH A WEATHER- FROST TERMITE DECAY 631 3231426 LOAD (i) (mph) CATEGORY TEMP. (f) -MENT CONDITIONS AT JOB SITE. ANY DISCREPANCIES OR OMISSIONS FROM PLANS AND/OR SPECIFICATIONS MUST BE CALLED MINIMUM THICKNESS OF 15/32". THE PANELS SHALL BE APPLIED WITH THE LONG DIMENSION ACROSS THE STUDS. ING LINE (c) (d) REQUIRED glynis@studioabarchitects.com TO THE ATTENTION OF THE RECORD ARCHITECT AND SAME CORRECTED WITHIN (5) DAYS AFTER CONTRACT HAS BEEN 19. ALL FLOOR AND ROOF SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI (g) DEPTH(b) AWARDED. OTHERWISE CONTRACTOR WILL BE HELD RESPONSIBLE FOR SAME. WITH A SPAN RATING CONSISTENT WITH ITS INTENDED USE AND A MINIMUM THICKNESS OF 15/32" (19/32" FOR FLOOR mailing address: 2. CONTRACTOR AND/OR SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL SHEATHING). 20 Ibs 130 C SEVERE T-0" MODERATE SLIGHT TO 11 YES N/A PO Box 444, Orient, NY 11957 WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSES, DISTORTIONS AND MISALIGNMENT ACCORDING 20. (INTENTIONALLY LEFT BLANK) TO HEAVY MODERATE client: TO ALL APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES. 21. ALL STRUCTURAL WOOD SHALL BE KEPT 2" BACK FROM CHIMNEYS. 3. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED IN THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE 22. JOISTS HANGERS, ETC. TO BE"SIMPSON STRONG TIE"OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS. Eduardo Kaplan and LATEST EDITION OF A.S.T.M. SPECIFICATIONS WHERE APPLICABLE AND SHALL CONFORM TO THE STANDARDS AND 23. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONDITIONS. DESIGN LOADS RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES (A.C.I., A.I.S.C., S.J.I., ETC.)ARE APPLICABLE. ALL MATERIALS PIER FOOTINGS SHALL EXTEND 6" FROM FOUNDATION ON ALL SIDES AND SHALL BE 12"THICK. Anne Carey USED IN CONNECTION WITH THIS PROJECT MUST BE NEW MATERIALS UNLESS OTHERWISE STATED. 24. ALL EXTERIOR FRAMING,AND INTERIOR FRAMING DIRECTLY CONTACT TO CONCRETE OR MASONRY, SHALL BE ACQ LOCATION LIVE DEAD DEFLECTION LIMIT site address: 4. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING TREATED LUMBER. FASTENERS TO USE WITH THE TREATED LUMBER SHALL BE STAINLESS STEEL, OR OTH ER APPLICABLE SLEEPING 40LBS 10LBS L/360 1270 Trumans Path, East Marion, NY 11939 MATERIALS. MATERIAL. 5. CONSTRUCTION TO CONFORM TO NYS; BUILDING CODE, RESIDENTIAL CODE, ENERGY CONSERVATION CODE, FIRE CODE, 25. ALL HEADERS TO BE (2)2 X 8 UNLESS OTHERWISE STATED. ROOM OTHER THAN SLEEPING 30LBS 10LBS L/360 tel: 917-862-7067, 646-732-3514 PROPERTY MAINTENANCE CODE,PLUMIBING CODE, MECHANICAL CODE, FUEL GAS CODE, TOWN OF SOUHOLD CODES AND 26. ALL HEADERS TO BE SUPPORTED BY DOUBLE STUDS (TYP), UNLESS OTHERWISE STATED. ATTIC (NON STORAGE) 1OLBS 5LBS L/240 e-mail: Eduardo Kaplan <aekaplan1@mac.com> ALL OTHER CODES AND REGULATIONS HAVING JURISDICTION. 27. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTITIONS ATTIC (STORAGE) 20LBS 10LBS L/240 Anne Carey<ac@secondand10th.com> 6. THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE. WHEN RUNNING PARALLEL TO SAME. ROOF W/FIN. CEILING 20LBS (SNOW) 15LBS L/240 tax map#: 1000-31.-12-8 BUILDING IN ANY JURISDICTION, EITHER INSIDE OR OUTSIDE THE CODE, VARIATIONS MAY BE REQUIRED. IT IS THE 28. BRIDGING TO BE EITHER SOLID, 1"X 3" OR 18 GA. CROSS BRIDGING, MIN 8'-0" O.C. RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER TO VERIFY SUCH REQUIREMENTS WITH THE LOCAL CODE OR 29. ALL STRUCTURAL WOOD SHALL BE KEPT 2" BACK FROM CHIMNEYS. ROOF NO FIN. CEILING 20LBS (SNOW) 7LBS L/180 ENFORCEMENT OFFICER AND TO AMEND THE PROPOSED CONSTRUCTION AS SO REQUIRED. 30. JOISTS HANGERS, ETC. TO BE"SIMPSON STRONG TIE"OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS. SNOW LOADS HAVE BEEN ADJUSTED TO REFLECT THE SLIDEOFF FACTOR,AS A FUNCTION'OF ROOF PITCH. 7. CONTRACTOR SHALL LOCATE AND IDENTIFY ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. CONTACT ALL UTILITY 32. FIRE BLOCKING TO CODE R602.8. [NYSBC 718.2] RAFTER SIZES MAY HAVE TO BE INCREASED TO ACCOMMODATE HIGHER SNOW LOADS. COMPANIES IF RELOCATION IS REQUIRED AND/OR REPAIRS. 33. INSTALL WALL TO FLOOR AND WALL TO WALL CONNECTION STRAPPINGS ON THE EXISTING SHEATHING AT EVERY STUDS 8. RECORD ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION, INSPECTION, OR ADMINISTRATION OF THIS PROJECT. 34. INSTALL HURRICANE TIES AT EVERY RAFTERS, IF NOT EXISTING WIND BORNE DEBRIS PROTECTION 9. ASSUMED SOIL TO BE SAND OR GRAVEL, WITH MINIMUM TRACES OF DRY CLAY, WITH A MINIMUM BEARING CAPACITY OF 2 WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED, TONS/SQ. FT. 35. PROVIDE COMBUSTION AIR VENTS AS PER NYS ENERGY CODES. PANELS TO BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. 10 ALL FOOTINGS TO REST ON VIRGIN, UNDISTURBED SOIL. 36. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NY BUILDING CODES, THE NY BUILDING CONSTRUCTION MANUAL, 11. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT MINIMUM BEARING CAPACITY OF 2 TONS PER AND THE NY ENERGY CONSERVATION CODE. FASTENER SPACING SQUARE FOOT WITH A MINIMUM OF T40"COVER. 37. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS REQUIRED BY NY CODE. 12. PIER FOOTINGS SHALL EXTEND 6" FROM FOUNDATION ON ALL SIDES AND SHALL BE 12"THICK. CAST IRON PIPE SHALL CONFORM WITH LOCAL CODE REQUIREMENTS WITH APPROVAL JOINTS, PIPE SUPPORTS AND FASTENER TYPE PANEL SPAN 4 FOOT 6 FOOT 13. CONCRETE TO BE PLAIN, UNREINFORC:ED, MINIMUM 2500 PSI, 28 DAY SOIL TEST, PREDICATED ON THE ABOVE SOIL CLEANOUTS. <4 FOOT < PANEL SPAN < PANEL SPAN CONSUMPTION. IF OTHER SOILS ARE ENCOUNTERED, LOWER BEARING VALUES ARE TO BE ASSUMED AND THE 38. HEATING AND COOLING DESIGNS SHALL COMPLY WITH ASHRAE STANDARDS. <6 FOOT <8 FOOT FOUNDATION MUST BE REDESIGNED.. INDIVIDUAL SITE CONDITIONS MAY ALSO REQUIRE SPECIAL FOUNDATION DESIGN, 39. THE GENERAL CONTRACTOR/BUILDER SHALL MAKE ARRANGEMENTS WITH THE OWNER TO SELECT, PROVIDE AND INSTALL 2 1/2"#6 WOOD SCREWS 16" 12" 9" WHICH IS THE RESPONSIBILITY OF THIE PLAN PURCHASER OR BUILDER. AS REQUIRED(PER N.E.C, N.E.M.A, NAT. PLUMBING CODE, A.S.M.E. AND A.S.H.R.E. SPECIFICATIONS) ALL HEATING, 14. STRUCTURAL STEEL TO BE ASTM A36. DETAILED, FABRICATED AND ERECTED PER AISC. VENTILATING AND AIR CONDITIONING EQUIPMENT WHICH ARE NOT OTHERWISE SHOWN ON THESE DRAWINGS. 2 1/2"#8 WOOD SCREWS 16" 16" T 12" 15. ALL WOOD FRAMING, INCLUDING JOISTS, BEAMS, POSTS, STUDS, ETC., TO BE DOUGLAS FIR LARCH NO. 2 OR BETTER, 40. THE SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY SYSTEM SHALL BE AS REQUIRED BY THE LOCAL BOARD OF UNLESS NOTED OTHERWISE. HEALTH. a. THIS TABLE IS BASED ON 130 MPH WIND SPEED AND A 33-FOOT MEAN ROOF HEIGHT. 41. COPYRIGHT©2024 STUDIO A/B ARCHITECTS. REPRODUCTION OF THESE PLANS, IN ANY FORM WITHOUT THE WRITTEN b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL Lumber Design Criteria CONSENT OF THE ARCHITECT, IS PROHIBITED. THESE PLANS MAY NOT BE FILED FOR CONSTRUCTION PURPOSES IN ANY c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS Visually graded lumber BUILDING DEPARTMENT, WITHOUT THE ARCHITECT WRITTEN AUTHORIZATION. ANY USE OF THESE PLANS FOR ANY d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING Douglas Fir Larch (#2 Surfaced Dry or Green Q 19% maximum moisture content) PURPOSE, OTHER THAN THAT SPECIFICALLY AUTHORIZED BY THE DESIGNER, IS ILLEGAL, AND MAY SUBJECT THE USER VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. All values and factors are from the National Design Specifications for THEREOF TO THE PAYMENT OF FULL COMMISSIONS. e. WHERE MULTIPLE PANELS ARE NEEDED, USE 2X4 ALONG THE PANEL JOINT Wood Construction NDS -2001. Extreme Fiber Stress in Bending (Fb) Single Members Repetitive use Factor Bendincg Stress Member Fb(psi)x Cf= Fb(psi)x Cr = Fb(psi) 2x6 850 x 1.30= 1105 x 1.15 = 1271 2x8 850 x 1.20 = 1020 x 1.15 = 1173 2x10 850 x 1.10= 935 x 1.15 = 1075 2x12 850 x 1.00= 850 x 1.15 = 978 Horizontal Shear Stress = Fv x CH = 190 psi B BZ B3 B BZ B3 Modulus of Elasticity = 1.60E+06 psi No. Description Date E� 1 Existing structure reinforcements 2/21/25 7 I I I I I I ._........_.................._.,......-_-........._....................... ._.........,_..... __.........................................................-_.,.....-,..;....:.................. _ _.... . .. .............. .................................. ................ ............ ............................................................... ' i . .. EXISTING 3 1/2" . \ DIA. STEEL TUBE COLUMN BELOW I \ EXISTING' ; _ \ STEEL TUBE / I I TYP. :\ 0 COLUMN, TYP.; I' _ EXISTING (2)-2X10 EXISTING \ / TZ SISTER (1)-2x10, TOTAL(3) NEW 2X4 ACQ JACK STUD \' 0. i // j 7'-7 1/2" \/ NEW(3)-2X4 IN-WALL/" •- 10" DIA CONCRETE COLUMN, R .. N, ABOVE. ASSUMED EXISTING DECK JOISTS FOUNDATI DIRECTION ./'• - -•, NEW 4X CEDAR • CO ABOVE NEW 4X4 CEDAR ! AWNING POST :EXISTING . ( w a ,.._...._- .. ... -,. - - - - - - - - - - � �. . EXISTING 2X8 I i - - - - - - - _ - - \ I _ EXISTING 3 1/2" @16"O.C. " EXISTIING 2X @ 6"0. 8 1C. DIA. STEEL TUBE X 1 \.. COLUMN BELOW TO LANDING HEIGHT AT THE MIDDLE TYP. -- NEW 3 1/2" DIA. OF EXISTING DECK AND FINISHED STEEL TUBE FLOOR, COLUMN ABOVE - I Ln _ 4 2X4 JOISTS MIGHT NEED SLICE >/ .� �PNO\NA 0 G• SLIGHTLY ?;` ..o�FK�n, �. � X w CQ@ DIRECTION OF THE JOISTS SHALL BE q; i .•,� r �� v w -. . _. e P I PERPENDICULAR TO EXISTING DECK 7� ' j.• ,\ c� w cn to / .. .-,. JOISTS .I • L L Z � 1. L a Ov NEW r li .............__r... I! ,. . '• . • . .,\ . , STAIR u + ' WELL A.13 / = \ ` A.13 wo 1 / \ EXISTING STEEL TUBE COLUMN / \ ( ��- �� / ADD 1X2X2 CONCRETE '- RETE FOOTING ^ 1 ;I QT - �� / \ , ---� (WHICH IS SUPPOSED BE, BUT . r \' �, @p / I NOT EXISTING) ; // : i •i' �` �\ c� tv i PROJECT 2 - 2 , Alteration to Care & �. y A.05 ABOVE A »». .. ... . Kaplan ,( �+ -CUT EXISTING SLAB _' , \ - f \a p l a n Residence / ,•� EXISTING WOOD INSTALL 24"X 24" 12" DEEP COLUMN TO BE I / CONC. SPOT FOUNDATION REPLACED W/ 3 1/2" DIA. STEEL TUBE COLUMN Foundation Layout, First - - .... _. _.. ..__.:..._. .._.. ._ - I r f z w - - - - - - - - - Floor DeckingLayout �0'- 1 3/4" ; Project number 24011 3 4 , 3'-8 1/2" 8" DIA. CONCRETE ! A.05 A.12 Date 10/2/2025 FOUNDATION s 6 Drawn by HA Q NEW 4X4 ACQ N COLUMN ABOVE Checked by GB `r 3 4 0 A.05 A.12 C> FV dation Layout First Floor Deckin La out S . 01 N 1 - 1 -0 1/4 - 1 -0' Scale 1/4" = 1'-0" o�� r\ studio a/b architects gvQ 651 West Main Street, Riv\ �� e hl 631e591 2402Y 11901 0 L\\\ 6313231426 0��\,OQP\� o glynis@studioabarchitects.com N �. hll X 0'L5 ,n mailing address: N PO Box 444, Orient, NY 11957 � o o v client: W •5 W Eduardo Kaplan and v Q a 4X4 OR 6X6 WALL OPENING MEMBER SCHEDULE Anne Carey o cn ACQ OR CEDAR ROUGH OPENING HEADER HEADER TO NUMBER OF SILL SILL TO WALL site address: o 1 ° SPAN WALL JACK STUDS CONNECTION O CDCONNECTION 1270 Trumans Path, East Marion, NY 11939 ° ® z _ = o ° ° tel: 917-862-7067, 646-732-3514 wo m` ~ /'- 8' >=W> 6' (2)-2X12 OR 8-16d END- (1)-2X6 (2)-2X6 (3)- 16d e-mail: Eduardo Kaplan <aekaplan1@mac.com> ° ® COLUMN BASE 2- 1/2" BOLTS ( ) = X , (2)-MICRO 13/4"X NAILED TOE-NAILED Anne Carey<ac@secondand10th.com> a N '�_ V 9 1/4"OR LARGER tax map#: 1000-31.-12-8 07 ((2)-2X10 OR 6-16d END- (1)-2X6 (2)-2X6 (3)- 16d LARGER NAILED TOE-NAILED \S�PG�G�� o°. °° °°° �� 4' >=W (2)-2X8 OR 4-16d (1)-2X6 (2)-2X6 (2)- 16d dis. DSO \O °,Q o e ea�.4 � LARGER TOE-NAILED O I �\��3'I�a�a �° ° CONCRETE CYLINDRICAL ` G -7 Simpson Strong-Tie d`�• ABU44 z FOUNDATION UPLIFT CALCULATION, MONOSLOPE ROOF TYPICAL ABU INSTALLATION M Tu =Wuplift x(16/12) x L/2 = 36 psf x(16/12) (17.25 ft)/2 =4,4 INSTALL SIMPSON H1 HURRICANE TIE AT EACH RAFTER END. NTS. LATERAL LOAD CALCULATION, FOUNDATION HOLDOWN HOLDOWN FORCE =VxH =6347 d G��O gPP� INSTALL SIMPSON HD10A HOLDOWN AT END OF SHEAR WALL �.\ ��. 10" DIA. �G\�10 � LO`Z LATERAL LOAD CALCULATION, FLOOR TO FLOOR CONNECTION �a HOLDOWN FORCE =VxH=3986 \J&'? C-9P INSTALL SIMPSON FTA5 FLOOR TIE ANCHOR AT END OF EACH 5 0�� SECOND FLOOR SHEARWALL. 0• Structure Notch and Hole on Existing Floor Structural Details- Typical Column Structural Details- Typical Post Girder n Beams _ Structural Details- Typical Post Base Foundation Connections n TYPICAL HEADER SIZE N.T.S. N.T.S. 1/2" = 1'-0" U N.T.S. N.T.S. 1 No. Description Date B1 62 63 1 Existing structure reinforcements 2/21/25 (3)-2X4 COLUMN BELOW GIRDER REINFORCEMENT MC-7X17.6 3 Existing Roof Location 5/2/25 ON EXISTING (2)-2X8 6 Revision 6 7/21/25 25'-9" T-6" BOLT FASTEN 10 Revision 10 4/14/26 TO WORK ALL TOGETHER ...... / FINISHED 2F FINISHED 2FL - -- — — — ., -- EXISTING (2)-2X8 EXISTING 2X8 SECOND FLOOR CONST. REINFORCED WITH MC-7X17.6 R ; EXISTING (2)-2X8 GIRDER CONNECTION ANGLE BETWEEN 1/2" GWB WRAP TWO GIRDERS NEW 3 1/2" DIA. SECOND FLOOR GIRDER(2)-2X8, 1 EXISTING JOISTS 2X8 STEEL TUBE REINFORCED WITH MC-7X17.6 @16"O.C., TYP. COLUMN FINISHED 1 FL SOLIDLY FILLED NOTE: fi f THIS IS NOT A LOAD TRANSMITTING CONNECTION. aGIRDER, TING IN-WALL COLUMN "' `<:;' TWISTED TIE THIS TYPE OF CONNECTIONS ARE HAPPENING TWO LOCATIONS. "w'_ � »,a° � AT EVERY EXISTING 2X10 FIRST FLOOR JOISTS ON BOTH CASES, THE GIRDER ATTACHING TO SIDE OF THE OTHER ELOW EXISTING (2)-2X8 I IS OVERHUNG BEAM, WHICH IS SUPPORTING LOADS IT SELF. NEW 2X4 ACQ NEW 4X4 CEDAR JOIST EXISTING (3)-2x12 GIRDER IN THE BASEMENT THE GIRDER GOING THROUGH THE CONNECTION IS ALSO NSTALL JACK STUD - COLUMN BELOW Z z ;`I I APPEARED TO BE 3 1/2"+/-OFF TO SIDE SUPPORTING THE LOADS IT SELF. SO, BOTH ARE NOT RELYING ON BELOW w '-' TO THE NEW COLUMN ABOVE THE OTHER. . ... - ° N (V i Q w � moo .... : ,., . � — CD NEW EXISTING IN ORDER TO SUPPORT THE COLUMN LOAD N 1 ADD (2)-1 3/4"X 11 1/4" LVL BETWEEN EXISTING E I • ; 4j X X (2)-1/2"THROUGH BASEMENT(2)-COLUMNS BOLTS (2) 2X8 ACID GIRDER O.C. MAX BELOW RAFTER Z LEVEL TOP & BOTTOM CONNECTIONS OF NEW FIRST FLOOR "T" CONNECTION AT A1.5 AND B1.5 GIRDERS zX 1 t (3)-2X4 COLUMN BELOW GIRDER& COLUMN WEST OF THE NEW STAIRWELL OTHER CONNECTIONS ARE SIM. w ABOVE HEADER o TOp HEADER ABOVE THE DOORWAY TAPFR SHALL BE (2)-2X12 MIN. NEW 3 1/2"D STEEL ROUND TUBE (3)-2X8 RgFX�1/q Fp 1 COLUMN BELOW GIRDER O•C TFRS WV4 \�-�L Kt D C�`* @ 12,> APE e .n t REINFORCEMENT - AWNING FRAMING SEE A.09 FOR MC 7X17.6 't /° : .,....__,.: ..». .... :•� (2)-2X8 ARCHITECTURAL DETAILS ON EXISTING . \ / BOLT FASTEN \ / FINISHED 1 FL TO WORK ALL TOGETHER 9,� 237Sco N E EXISTING 2X8 SECOND FLOOR CONST. z NEW j EXISTING JOISTS STAIR $ : 2X8 @16"O.C., TYP. z WELL ( EXISTING (2)-2X8 GIRDER =C� V 1 v 0•co� A.13 � ��C?O i� > / \ NEW MIN. (3)-2x4 IN-WALL �, �� = O / \ REPLACE EXISTING LUMBER COLUMN COLUMN WITH 3 1/2" DIA. �O / \ -! STEEL TUBE COLUMN EXISTING 2X10 JOISTS AND ✓,.., � ..�.. .,�. . ,..... .:. ,s... e ,. ..K .w ,. •. >.. .� � � FINISHED 1FL (2)-2X10 UNDER THE PARTITION PROJECT -- Alteration to Carey & 2 ( EXISTING FLOOR END (V F -- SISTER (1)-2X10 A.05 JOIST(2)-2X8. w W — w ` ! :m� ON EXISTING (2)-2X10 Kaplan Residence REINFORCE W/MC-7X17.6 —w of < X - [ TOTAL(3)-2X10 —� 00 Xzow Z TO B1 ' j`j EXISTING (3)-2x12 GIRDER C� Ncnp0 WALL 0 —N � �wQ w 0 2FL Decking Layout Z TOP & BOTTOM CONNECTIONS OF NEW FIRST FLOOR IN-WALL COLUMN ON THE PARTITION BTWN MASTER A BEDROOM &CLOSET 0.G. 3 AMENDMENT, 7/22/2025 P G ��q�\� Project number 24011 3 4 X ASSUMED EXISTING COLUMN BELOW 6 Date 10/2/2025 A.05 A.12 b NEW COLUMN BELOW Drawn y HA Q Stee C Rein rced E sting Gi rs Checked by GB LO N 7 Connection and support Details `° U 11 S� aF0;or Deq Layout S . 02 N 0 N O N Scale As indicated IT t � -,+ `'a � ` �ti' by �•� •�! ti\ `�c _ \ '; 1 'r` I' '•.�. 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