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HomeMy WebLinkAbout48697-Z g11EF01Kc Town of Southold 8/29/2023 P.O.Box 1179 W 53095 Main Rd 4' ,Doi x' Southold,New York 11971 t *fit CERTIFICATE OF OCCUPANCY No: 44498 Date: 8/29/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1315 Watersedge Way, Southold SCTM#: 473889 Sec/Block/Lot: 88.-5-68 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/21/2022 pursuant to which Building Permit No. 48697 dated 1/5/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is:' Addition and alterations including roof deck and landing with steps to an existing one family dwelling as applied for The certificate is issued to Bonati,Richard&Gina of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48697 07/18/2023 PLUMBERS CERTIFICATION DATED t riz ignature Lam` TOWN OF SOUTHOLD �°�S�fFOiK y BUILDING DEPARTMENT a TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48697 Date: 1/5/2023 Permission is hereby granted to: Bonati, Richard 21 Carman Ln St. James, NY 11780 To: Construct addition,to existing single family dwelling as applied for, with DEC letter of no jurisdiction and Trustees #10215 approval. At premises located at: 1315 Watersedge Way, Southold SCTM #473889 Sec/Block/Lot# 88.-5-68 Pursuant to application dated 10/21/2022 and approved by the Building Inspector. To expire on 7/6/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $538.00 CO-ADDITION TO DWELLING $50.00 Total: $588.00 Building Inspector pf SO(/r�,Ql 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(. -town.southold.ny.us Southold,NY 11971-0959 Q�yMiJNTI,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Richard Bonati Address: 1315 Watersedge Way city:Southold st: NY zip: 11971 Building Permit#: 48697 Section: 88 Block: 5 Lot: 68 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Neubauer Electric License No: 3867ME SITE DETAILS Office Use Only Residential X Indoor X Crawl X Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition X Survey Roof X Garage INVENTORY Service 1 ph Heat Duplec Recpt 15 Ceiling Fixtures 4 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 12 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 2 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 6 4'LED Exit Fixtures Sump Pump Other Equipment: Electric Roof Hatch Notes: Two Story Addition w/ Roof Deck Inspector Signature: Date: July 18, 2023 S.Devlin-Cert Electrical Compliance Form OF SOUTy�� TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [/�FqWUNDATION 1ST [ ] ROUGH PLBG. [ UNDATION 2ND [ ] INSULATION/CAULKING [r 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: _ ep DATE INSPECTOR rAE SOUT,jolo * # TOWN OF SOUTHOLD BUILDING DEPT. `ycouMVN�'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 4V C �U WA 1 K l 4D G DATE .�- 3/-�3 INSPECTOR OE SOUlyolo 46 0 7 �j � �� —--1 `►r # TOWNO F SO TH LD BUILDING DEPT, U O U G co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: JV IOi , DATE INSPECTOR pf SOUTy�� - � TOWN OF SOUTHOLD BUILDING DEPT. ca631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/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 INSPECTOR _ o�aQg so�ryO� &6q7 Wo * # T WN OF SOUTHOLD BUILDING DEPV coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ` DATE i INSPECTOR L � � . ,.r d FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) �y -------------------------------------- �C FOUNDATION (2ND) 1' •— o w' H ROUGH FRAMING& PLUMBING ul n ��-e�� Liili G ,Y15U� on Uyta,Yl 02064 ✓�sI�-If �02 s a-� 2r.Gi r INSULATION PER N.Y-, C �� GOU y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS Q :kit C I AV3 �l S� TTm 2-9 10 - Vtcltl� -levghlofs C4 ul J � b N z d t� b H O�gUFFDlK�oG TOWN OF SOUTHOLD-BUILDING DEPARTMENT y= Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 haps://www.southoldtownnygov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only DD /n 1�7MAY 2 � 7(17 PERMIT NO. V/ Building Inspector: „ .. BUILDING DEPT =Applications and forms must be filled out in.their eniirety:.lncomplete TOWN Or SOUTHOLD applications will not 6e;accepted:.11Uhere tFie Applicant is not'the owner, Owner's Authorization f0rm-(Page.2)'shall be'coriipleted: Date: Lf f 2-2- OWNERS)OF PROPERTY Name:Richard and Gina Bonati _._._.._----.._ .. .._-_-- SCTM#1000- Project Address:1315 Watersedge way_, Southold NY 11971 Phone - (92)V(931- �-- I Z Email: Mailing Address:21 Carmens Lane, Head of the Harbor NY 11780 CONTACT PERSON:' - Name:Michael Macrina Architect RC Mailing Address:21 Main Street Stony Brook NY 11790 Phone#:631-686-6585_ Email:mmacrina@mmarchitectaia.com DESIGN PROFESSIONAL INFORMATION Name:Michael Macrina Architect RC MailingAddress:21 Main Street, Stony_Brook NY 11790 _ Phone#:631-686-6585 _ Emal_m_Macrina@mmarchitectaia.com_ CONTRACTOR INFORMATION: .: " Name:_ .. ... ._-...-- Mailing Address: _ �a r,, _ p Phone#: . .. —.....�_ll��.,._ ��-0 -.-_ ...... _ Emal.' .. ..5�.,_.w. - ._. ........... .. 1.�.. ;DESCRIPTION OF PROPOSED;CONSTRUCTION: ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ [Will the lot be re-graded? ❑Yes 5eNo Will excess fill be removed from premises? ❑Yes ❑-No 1 _10 •r r i 9� �w°B� - Ti°99 P i�r•;'... ys'Y 1 P!;' °asya`1i e��j;i - •,. 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'?.'' ,iS .,-,r;•'_�SSS9..:^�k:: BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK c PERMIT NO. 10215 DATE: SEPTEMBER 14,2022 ISSUED TO: RICHARD & GINA BONATI PROPERTY ADDRESS: 1315 WATERSEDGE WAY,SOUTHOLD .!• sM � �pM:a �M • m SCTM#1000-88-5-68 AUTHORIZATION •t+> 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 September 14, 2022, _� ,•�y �>; and in consideration of application fee in the sum of$250.00 paid by Richard&Gina Bonati and subject to the ,. • r� Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits ` {� the following: '' to Wetland Permit for the existing 301x40' two-story dwelling,existing seaward side wood landing , with steps leading to existing 32'x20' (640sq.ft.) uncovered deck on grade with a bbq area; existing 41x8' (32sq.ft.) outdoor shower; existing 9'x12.4' (104sq.ft.)shed; and existing stepping f l�E stones(4sq.ft.each); remove existing bilco door(crawl space entry)and a/c unit; construct aJ?x 's proposed 17'x17' (282sq.ft.)two-story addition onto the east side of dwelling, reinstall existing '•i'°°+ 5.51x8' bilco door and 3'x3' a/c unit; and install one(1)drywell for the new addition; and as l..g• ,r depicted on the site plan prepared by Michael Macrina Architect,last dated August 15,2022 ,wx and stamped approved on September 14,2022. =� IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these n presents to be subscribed by a majority of the said Board as of the day and year first above written. '" s th - .�® O -i�tly y ALP 4_1A, tis ��;4.143 � •t_rascy,'ms'l;"�Y:G�f'.:;:fi�:it+k�: `i �•?�'3�a'.�i'�Ct?Tr'ys�x�'���i.n'a� iia s�., � h; ' >v �:� �ii.�iu"2.r'fir5:•`IGL�f un`�II;".uS+�' `Rkt�hia�rYGuti1G5S�:.'ui�iY['-�Y�ru:..'�R�ii:,�l�tu�".ils$Tru'27b`Ia53"afku`r• e'Y'+R^L:.:'.'k,-' !r - v f� _'""s, ,. ... �Y iei,p •, a3 - ��PP ,i',6c3°se.r _ P 4.. _ '4v Pi, _ •y„ i _- Glenn Goldsmith,President ���QF S0 Town Hall Annex A. Nicholas Krupski,Vice President ���v ®�® 54375 Route 25 P.O.Box 1179 Eric Sepenoski J Southold,New York 11971 Liz Gillooly Tele hone 63 765-1892 Elizabeth Peeples i �� (6E) _ I V E AUG 28 202 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Bullding Department Town of Southold CERTIFICATE OF COMPLIANCE 2069C Date:August 14, 2023 THIS CERTIFIES that the existing 30'x40' two-stogy dwelling existing seaward side wood landing with steps leading to existing 32'x20' (640sq ft)uncovered deck on grade with a bbq area; existing 4'x8' (32sq ft)outdoor shower; existing 9'x12 4' (104sq ft)shed; and existing stepping stones(4sq.ft. each); remove existing bilco door(crawl space entry)and a/c unit; construct a proposed 17'x17' (282sq.ft.)two- story addition onto the east side of dwelling reinstall existing 5.5'x8' bilco door and 3'x3' a/c unit; and install one(1)d!ywell for the new addition; At 1315 Watersedge Way, Southold Suffolk County Tax Map#1000-88-5-68 Conforms to the application for a Trustees Permit heretofore filed in this office Dated July 28, 2022 pursuant to which Trustees Wetland Permit#10215 Dated September 14,2022,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for existing 30'x40' two-story dwelling existing seaward side wood landing with steps leading to existing 32'x20' (640sq ft)uncovered deck on grade with a bbq area; existing4'x8' (32sq ft)outdoor shower; existing 9'x12 4' (104sq ft) shed; and existing stepping stones (4sg ft each);remove existing bilco door(crawl space entry)and a/c unit; construct a proposed 17'x17' (282sq ft)twft)two-story addition onto the east side of dwelling reinstall existing 5.5'x8' bilco door and 3'x3' a/c unit; and install one(1)dry_well-for the new addition. The certificate is issued to Richard& Gina Bonati owner of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY:U Stony Brook,50 Circle Road,Stony Bjook,NY 11790 P:(631)444-03651 F:(631)444-0360 V!-ww.d0c.ny.g0v LETTER OF NO JURISDICTION TIDAL WETLANDS ACT September 27`I', 2022 Richard Bonati Bonati Property 21 Carmens Lane Head of Harbor, NY 11780 Re: NYSDEC#1-4738-04804/00004 Bonati Property: 1315 Water Edge Way, Southold, NY 11971 SCTN#1000-88-05-68 Dear Applicant, Based on the information you submitted,the New York State Department of Environmental Conservation has determined that the above referenced parcel located landward of the existing functional bulkhead greater than 100 feet in length as shown on the survey prepared by Nathan Taft Corwin III Land Surveyor, dated October 27,2020, which was constructed prior to August 20"', 1977, as evidenced on the Tidal Wetland Map#716-544 is beyond jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no Tidal Wetlands Permit is required to conduct regulated activities landward of this referenced structure. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands'jurisdictional boundary, as indicated above,without a permit. It is your responsibility to ensure that ail precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project(i.e., a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, AY / -7/0�14��F Kevin Kispert cc: NYSDEC-BMFIP Permit Administrator Michael Macrina Architect D.C. HEW YORK Department of sOFMAlu wum Environmental Conservation L BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD MAY 18Tow2023 n Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 7-efe-phone (631) 765-1802 - FAX (631) 765-9502 to-qen60sb6tholdtownny.-qov — sea nd(cD-southoldtown ny.-gov APPLICATION FOR ELECTRICAL INSPECTION )-� F ELECTRICIAN INFORMATION (All information Required) Date: 5r 202,5 Company Name: Neubowa � )tcf(,'& UL Electrician's Name: Va; boLue'( License No.: Elec. email: h9AkJ9"Lr.P,1w+ri� &%protA)-eon-) Elec. Phone No: s 1 request an email copy of Certificate oftompliance Elec. Address.: qo;� ?rVtr,.ve, West (33b )ona )1-7t)� V JOB SITE INFORMATION (All Information Required) Name: 1 C)V-,Ovf d— &YA 6-0 heli I' Address: 9 Cross Street: A Q gU Phone No.: PL/ah, 51 b -2,1D4 Bldg.Permit#: 9 email: 0 8J 45?-e� Tax Map District: 1000 Section: Block: p Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 4b kX"Ar> [—Square Footage: 1 1�w Circle All That Apply: Is job ready for inspection?, YES [gNO �Rough In Final Do you need aTemp Certificate?: F-1 YES Z NO issued On TT p Information: (All information required) Service Size F11 PhF–]3 Ph Size: A # Meters Old Meter# New ServiceE]Fire Reconnect E]Flood ReconnectElService Reconnect ElUnderground F�Overhead Underground Lateralsl F-12 F-1 H Frame M Pole Work done on Service? [71 Y N Additional Information: PAYMENT DUE WITH APPLICATION \ i; FF�� �� BUILDING DEPARTMENT- Electrical Inspector MAY 18 2023d TOWN OF SOUTHOLD - Town Hall Annex - 54375 Main Road - PO Box 1179 x Southold, New York 11971-0959 Te1ep,h.one (631) 765-1802 - FAX (631) 765-9502 ..,r,, rogerr .southoldtownny.Qov — seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 5 ).S 2 tots Company Name: IV e u b a.0 e( O Q cf(I'L I' UC- Electrician's Name: p i a U e,( License No.: 3,A),'7 T ke Elec. email: 112x 0.1 .-ere1 e,-,+ 'iU )-eor,--, Elec. Phone No: S I request an email copy of Certificate oftompliance Elec. Address.: qo4 13 L2::A1c\ -tun Warw-2 Test (335 l-n & 11-70V JOB SITE INFORMATION (All Information Required) Name: Pl 1 ci-o yd- ay\,A 6,nA. 6-Qh 6L+ 1 . Address: 3 S �"PrrS e Y4a 0 0 v l Cross Street: , d g, Phone No.: Q 1 b -2,p42"LzZ Bldg.Permit#: ����� email: 6 Ko �e� ' Tax Map District: 1000 Section: g Block: b S Lot: $ BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): L I"Qih d U(, l a r� "f D ,Pi�[�S�1►, \DN`a— Square Footage: �oo Circle All That Apply: Is job ready for inspection?: ❑ YES �fVO [--]Rough In ❑ Final Do you need a Temp Certificate?: 0 YES gNO Issued On T p Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame D Pole Work done on Service? D Y N Additional Information: PAYMENT DUE WITH APPLICATION ��� �ec. +�� s�� PERMIT I4 Address: Switches l_ Outlet sC GFI's Surface Sconces H H's UC Lts Fans l Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer nkC AH Hood Service Amps Have Usec )pecial: :omments �� N rNeubauer Electric, electric 407 B Lexington veLC West Babylon, NY 11704 neubauerelectri-:0-9 a_ ii.�om T 631.587.3751 F 631.321.0873 Final count: Richard and Gina Bonati 1315 Watersedge Way, Southold 2"d Floor Bedroom: 7— Recessed 4" LED fixtures, 3000K, white 1 — Ceiling Fan 2 —Smoke detectors, 120 Volt, interconnected 4 — Decora Switches 'I — Dimmer 11 — Decora Receptacles 1 — 15 Amp circuit (AFCI) 1 — Receptacle for electric roof hatch 1 —20 Ampere circuit(AFCI) for roof hatch Rooms 1 —Weather-proof GFI Receptacle with new 120 Volt feed New Sunroom: 6— Recessed 4", LED fixtures, 3000K, white 1 —Ceiling Fan 2 — Decora Switches 1 — Dimmer 8 — Decora Receptacles 1 — 15 Ampere circuit (AFCI) Crawl Space: 4— Utility type fixtures (LED) 1 —Separate Switch HVAC -250 Volt 30 Amp circuit with disconnect switch A HVAC -2 disconnect switches and wire 2 —A/C units 2P 3-0�1'}► 1 —Weather-proof GFI Receptacle adjacent to A/C units with new 120 Volt feed 1 - Weather-proof GFI Receptacle j}:rA:y KIIC.WAC--L KJAMNA -4rZc-W1T9-cT, . P.C. 21 Main Street, Stony Brook, NY 11790 P. 631 686-6585 F. 631 686-6786 MMArchitectAIA.com Date: 10/20/22 To: Town of Southold Building Department ID [ECOEUVIZ Attn: Amanda NunemakerDD Southold Town hall Annex OCT 2 1 2022 54375 Main Road P.O Box 1179 Southold NY 11971 BUILDING DEPT. TOWN OF SOU'THOLD Re: Building permit re-submission 1315 Watersedge way,Southold NY 11971 To Amanda, Please see enclosed the following paperwork for the re-submission to Building Department ✓ (4)Full size architectural drawings and Site plans revised to show relocated addition per Trustee's comments. ✓ Town of Southold Trustee's permit approval ✓ DEC Letter of Non Jurisdiction Please contact me when package has been accepted and processed for my records.If you have any questions or require any additional information,please feel free to contact me by phone or email at mmacrina@mmarchitectaia.com Sincerely, Michael A. Macrina,AIA Registered Architect gj vmr W—) ZONING CALCULATIONS: 1 n u wrplgi.care a• II rm n.ax mm oNx NO eAt[ AUG IT rot area(to bulkhead)-14,331 of(0.33 Berea) L•,": 9E W184[RETAIL f 2 Zone:R-40(non conforming loq te•am. 111 —E1g1�y� TEMPORARY EROSION CONTROL MEASURES 1 •Setbacka:ea per Beat.260-124(8)for non conforming lot. Pdndo.l Buudino M i c h a e l --` WE SLT 9TEV1 AND COPGMUCYBIN MM M WOPOM'M ACr AS A ♦ 1 front=35 a M rD mo Bewa SHI"M.le11 ANB 1xnalRBanorL Southold Town :Ir lane 1aa111 T1r9 = "Is s1.T Smax hull eE 1mlowa MTEn Bide Rote.)=25 R / Bide(Nolo.)=10 R .ro CMUM Board of Trustees Macrina IC x,w. RT PENCE TO BE INSTALL / �♦ rear=35It Architect ps¢sAT IEut:BEng w SECTION wwllma Ma now f,/ / ♦ \♦ (�`A •Total Lot Coverage:Oandwmd to bulkhead) a ilr ® 1+ h / ♦ ` 20%max lot coverage allowed 21 Main Sb•ol Stony Brook NY 11780 d as W. � 7e re ry¢ros,s V VD1nvaIL FACE / /• �/ \ `,lam v 14,331 of x 20%-2,866.2 of max.allowed total lot coverage phone. 631(,Br>4SeS g`�w''r9tt00 EMBEDDING DETAIL ♦ /' /r ♦\ �O LOT COVERAGE CALCULATIONS fe,ag, µ�sat OMMwa,heeVdaoom A GX M11 BTAN¢MMD i�er / +j / f` ♦ landward to bulkhead web, MMArmltectAVI cvm RSNQ SY WB BA1F / 6 , / ♦ C (Brea=14,331 SF) Tn be.a nR pa.o.a . .a W rw u•a>. ,...:..;.:.. ....::.... ....: :.:•::.:' ,o•.�nm � G/ / d u..danar` a EXISTING PROPOSED TOTAL Id.R• :: � ,� / D , • / tlWa Moosw Ara,ttacL g:1��` uw ra.�. Xt 20 P r+ffmxna xoo,lw Burs / // PP -/E� B` HOUSE 1,200 SF 262 SF 1,462 SF °w'mw.dmR mR, PERSPECTIVE NEW � / I.•°+EN.mc Iwo To Be rASTD1a smwo.r Dears,mm T a? H�In/fin p.� � C I ♦ � SHED 104 SF 104 SF Darning Status: 10,Ela m M cam wa rid Be CENTRES r,Ix CEN Y x.umuom 1 m r NIB mmm Be 3•.Y srN¢9 • B O OF -1 R U ST E E S p t M mm ro 0 rA.. ¢agar ro 2WtEl f N70 QidN0. IVVBI am IVIS am baa C'Ma MY MINE.EBww am 141 CA ErehMB WABE ♦ / W.I. n 2C AT To,Tae ab 51- e•11Ax,x91 0 6a'o -r __ FRONT DECK 61 SF 61 SF 1 EACH SED'ET ariBE mmA BY - -_ _ - - - - - , ♦ T 'VV�!�f♦ SOUTh101D NAI MI We S nn 9W a vWN Am ar Ia,m mm,and K w,An taox , &STEPS ��•No'�ALO° sAm.Anam 4-e FRONT VIEW ♦ I \ BBQ 24 SF 24 SIF ��'sl�ed for t.,IAP".ac 914E BE Ivsamm M IEII® APPAom EOa4 a,IE tx,T PEKE PB6A m%m0Y NC,OR AAPPRM / \ Silt Fence Detail `0V4 Hay Bale DetailBest �;� �, DA�l IE 6W REAR DECK 73 SF 73 SF Construction h�•=='a r,ot to oanlo rya° /P °y Gar systeamUc / hit � �� '�?/� &STEPS °�`/� �aee W d"9 Ing (b�9.25-o lea Ing peals , ___. SIDE DECK 39 SF 39 SF E &STEPS 4j�/iindoar w � BILCO DOOR 42 SF 42 SF E)dsd"gte ,� Exisdng - dii$ Data.: h -� ��`I ♦♦ 1e , Two-story DECK ON 640 SF 640 SF 441/12 IBsuedlor Constmdon DwBlll°a Wood Leel nd, 1 ♦ /f GRADE 6/15x12 Rovlwd SI1B Plan /E�d.gng FFE=11.0 ♦ Stepping 1g Proposed I ���/// / Seed 1a 4p. Proposed BlcaDo., TOTALS 2,141 SF 324 SF 2,465 SF Extatkg Dryweu(Bpprox.lorallon) / '-` Addition � `:.gyp ° 14.9 95 2.3°h 17.2°h `� Fx15Un cti.tr FFE— _ I, ) Voed Lending f) a e 11 g , ♦ Q - �4W1 ^I proposed 8 R dta.x 20 tall drywall drg g EXISUn0 ' ODeckon Grade.,$ 0 ,. k / sing 'Flag Pole­,­', ole, �.r.'';.1-r BBD /+J , FLOOD ZONE,:.... ,. E NOTE: Na. Data Description F :�.1 SITE PLAN LEGEND: .•$.,:' '-;,'. a D p° location M'ro 1 PMox ) Project: �app1"°`' WORK AREA IS WITHIN FEMA I Ucet ePrapsd,,UW .d6a)` Limit work area ---------- ', )`• �` In send ZONE x Indicates Setback Un. ---------- Proposed b done)• ';" •.. .. ..::, :�:,-•' ' '��/ g 8 O mmcwos t o Bo Removed -- -------- Wages ---- nod grin to ne p Htr4rBr°Mrkg+ct Bb+'•'^• .i','i:[•`,::. �;. .;,,j /�� Project UmiU g Ferree 6 Sit Fence Uldlealee Fmlce .o o ° 0 0 Addition em ' t _ �e,Vyrb,� !��:<;���;;,, ;.;•�;;I.:;.r:',';,%I�ry InNcates Pmplid StcWm EzDa cEn For ry Its `` :•w•.: �Eid7Uit ♦ r O 4u n' walla Deck:` (.Ildl Pilar ,gmd.) 'V odsa� I P dSep9 da�a STORM WATER (aplod�.) (,'o Richard qy RUN-OFF CALCULATIONS: Proposed Poe bodwash drywdl 6�-o'I1 & Gina (wildmverb.l°wgrnb) ,bW) ADDITION ROOF RUN-OFF: Bonati , •Ru,rofl Fodor=l.0 Project LlmlUng Fhmce S Silt Fence -0 0 0 o— •Relnlall=r(.1r) T.D. Top of Gmte 1315 Watersedge Way •Addition RoofArea=2B2ef TW r.P of was Southold,NY t •Vatume Required a (minfall)(area)(runoff factor) BW Balmnalwsn .1T x 28214 x 1.0=48 mi.It. vo LE Ind Nevadan Judsdiaeon: Proposed Site PlanI •Drywell Required= 1.=20' 1 8 R dig.Drywall Ring a 4224 eu.R per foot of height LD. Leader Drop Town of Southold ( 48cm!IF4=cu.ILpar fact ofheight 1.1(L T.D. Top atDlywsg Suffolk County •Provide: THISIS AN ARCHITECTURAL SITE PLAN (1)elBOB.x2ft toll dryweiring IndiaaRnElectric ServiceT —E—E—r—c—E---E— Dranrl By: _ MAIM.north BASED ON INFORMATION FROM A IndoatasWaterSaMw _IIA.\ MA ~—~ cr,akmey: SURVEY PREPARED BY: •��YYYI�V`'''/7 M A Indicates Direction of GradIng Pitch A Nathan Taft Corwin III Land Surveyor I(� Solid Cover(Traffic a-eg) IrldYelos Ehdsdnp Spot Elevation +o439.0 Job No.1586 Main Road,Jamesport,NY 11947 Grade last revision dated:October 27,20204'dia. I 24 max Indkalee Proposed Spot�evaUon $DR•35 e867 2128 ,p Sewer Pipe Traflc Beaeg Dome Sh"1 Tltlo: �• ' pitched at Indicates Stsd,ad Stone Rmolntag wall o * 1/minimum( I I ; info 4,000 psi Rerced ----_ Site Plan Coria Rings(typ) 23_---_ Wrap drywall with 1 I ' 3'$mfn.Collar Indicates Proposed Contours ----23 -Zoning 1 286 landscape fabric I ' n �o , 4,y�Backfill w/Clean � -Drainage N�.w1 I I said s crevul Indicates Proposed I.aldaa.pe SgoeNrlg �, V• I •• 2A•aloe I l,lde.r.s Catch Baskl L______________ _ J rH sheet Number: Ground Waler Imfll fes Test Hob/Boring ' Typical Dryweli Detail U ft;ofW°*Ama P � noE to,>anro NaMlstulbol�buff.­': v'T;••._""._,) NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif,com CERTIFICATE OF WORKERS'COMPENSATION INSURANCE(RENEWED) Effl�. .l A A A A A A 582445685 SLIGO CONSTRUCTION CORP 1365 WATERSEDGE WAY 91 ..dl? SOUTHOLD NY 11971 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER SLIGO CONSTRUCTION CORP TOWN OF SOUTHOLD 1365 WATERSEDGE WAY 54375 ROUTE 25 SOUTHOLD NY 11971 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11353 733-7 877711 04/15/2022 TO 04/15/2023 5/5!2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1353 733-7, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PAUL DAVEY PRESIDENT AND LISA DAVEY VICE PRESIDENT OF SLIGO CONSTRUCTION CORP (A TWO PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 30 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STAT SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:381485823 U-26.3 ACCAT& CERTIFICATE OF LIABILITY INSURANCE L.� 05105/2022 THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BYTHE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESE4ITATaS OR PRCnUCERt &N.2 THE CERTtFP£A1B HOLCS74 IMPORTAIVT:IPItacerL7cWzhoidensmADIUTiONALINSURED.11rtpo ty)les)mustbueADDITIONALINSUREDprovisionsOrbeendorzed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the poncy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Lisa Marle Aspen Agency Inc SONE , 631.471-7575 pix N,):(631)389-2439 191 Ronkonkoma Ave IMm: Ilsa@aspen-ny.com R{nkon.1wriF ,KY,117 LI OFFCi am INSURER A I Southwest Marf e S General Insurance Co INSURED INSURER B Sligo Construction Corp INSURER C: 1365 WATERSEDGE WAY PISURERD: Southold,NY 11971 INSURERE: COVERAGES CERTIFICATE NUMBER: 00019981S45071 REVISION NUMBER: 33 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN RI TYPE OF INSURANCE D S B POLICY NUMBER PMluDDY EFF PYYYA OLICY EXP LIMITS A X 'OQA°ee(3uLLua,tTr E—M-NocaMMIT= 5 -u 00II CLAIMSMADE ®OCCUR PREMISES ae=rmnco S 10-0,000 MED EXP(Any ono pamen) S 5,000 PERSONAL A ADV INJURY S 1,000,000 GENt AGGREGATE LIMIT APPLIES PER GENERALAGGREGATE 5 2,000,000 X POLICY PRO- 1 LOC PRODUCTS.COMPIOP AGG S 2,000,000 AUTOMOBILE LIASIM COM IN S94GLELLMIT S Ea acddont ANY AUTO BODILY INJURY(Per pomon) $ OWNED SCHEDULED BODILY INJURY(Par aeddenl) S AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE S AUTOS ONLY AUTOS ONLY aeddent S U=P—ILL"M OCI R ESCHOCCUMMICE 5 EXCESS LIAB CLAIMS-MADE AGGREGATE S DED I I RETENTIONS S WORKERS COMPENSATION STAnITE PER ORH- ER ANOEMPLOYERS'LIABKdrY YIN ANY PROPRIETORJPARTNER7E1(ECUrIVE ❑ NIA EJ..EACH ACCIDENT S OFFICERIMEM13ER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYE S 0Ity dasalbe undu DESaiiPnON OF OPERATIONS bd.. E.L.DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS[LOCATIONS I VEIOCLES(ACORD 101,AddlUonM1RemmknScbcduIN may be attaehedN more epco in fcqulmd) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTHOLD THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 54375 ROUTE 25 ACCORDANCE WITH THE POLICY PROVISIONS, PO BOX 1179 Atm�D- ENEIffAME Southold,NY 11971 / LIS ®1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Printed by LIS on 0510512022 at 10:36AM y�u�,yr '�i� � k ;�• � ����r b\`'. .�`�ir;�a�n r� `�%�'"r�r�i ,i�s4r G ��s. fro �a�ifrr �;•�+."!/ a\ l ti�4. �,a�i� �jYii `r- �� r!'J �Vf' �P b Ste'n ��! 'o`Y"'�:� d P. �";!p �py:✓fi.3�� �,e �y.fir.,; ,�'. .�'a S � ,�`t�5& S�� "31-�....✓r�G ��;.�-'C�i• ,S►��t.'� bYiS�<�%S� � ,l" s�,!'9L �'� � `b �uw�1 �' aPai a �- r �` 1 � ^ �• �y� �y. .,�, h ra �,r �y i s �},W"3'�.i. �: '�' 'Y �?� � .a�'9 y� -asks,�•s `'� � a /r��` �'•'+.�r ''��'°r'`'`�.• i., S: j s�. G' rnv'""�L:n`.fir: y.,S.s1a�w .�'� �'iL �.. � � � 2- rf jl,. 1�t Z �. 2 /jr v ti r�..,9 � � �.i. ✓fin ,1:.m.�r�+,�d _ �1�1�$'' Jaz S sffo� c County Executive's Office of CansumerAffairs VETERANS MEMORIAL HIGHWAY .k HAUPPAUGE,NEW YORK 11788f u y �. DATE ISSUED: 8122/ 00,1 No. 29373-H `TTyyy.� t. SUFFOLK COUNTY ` Home Improvement Contractor License .. ter This is to certify that PAUL'J DAVEY doing business as SLIGO CONSTRUCTIION CORP having furnished the iequirernonts set'forth in accordance with'and subject to the provisions of applicable laws,rules ?� . -� and regulations of the County'of Suffolk,State of New York is hereby licensed to conduct business as a HOME IMPROVEMENT CONTRACTOR, in the County of Suffolk. Additional Businesses NOT VALID WITHOUT DEPARTMENTAL SEAL �s AND A CURRENT CONSUMER AFFAIRS C��)_ p_ rad TD CARD 411 Director - ---•--- - ���. s i ^a �G`'a1 'tii'url•,.'4v"it� v.n `� sA3i. x{ro' � .Zj�. :- x•.- I eL ; `=` i ' _.�; .+.t' ,�^ �¢'!11y�;s_g, --7'( :r '� .yb Y />D'�' 5;. v"•" ' ,w> 'r r .'3'i^ . -_' ,..�tSxa�� *' � .2'� Jin e' a 'W\Zpi E�' r n��', ryi'r r,}4�r . '`yf ,\ h.!/rM4\ '�! � 'r{ 5 r,• r.2fr'6 � `;,C��'' .";'1+ �., r ,> �'?'�f�� r -L ,a�'+c}�,."�•-A'"E.,, �`,L i � SasffaFX�anip.�De�of Nam Business Name Dearerisd yHMT ova the SLIGOL'a ZTERl�6FTs1�izP nearer is duly ficer+sad V the County d--Adk& 1Fcsr.:.�ifietPilSt�F:�3•�`iP3 Rosalie Drago issued: 08/27/2001 c C2C01/2023 Generated by REScheck-Web Software Compliance Certificate Project Bonati - Southold Addition Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1315 Watersedge Way MMA Macrina Southold, NY 11971 Michael Macrina Architect, pc 21 Main Street 11790 Stony Brook, NY 11790 16316866585 mmacrina@optonline.net Compliance: Passes using UA trade-off Compliance: 9.9%Better Than Code Maximum UA: 151 Your UA: 136 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 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 Ceiling: Flat Ceiling or Scissor Truss 282 42.0 0.0 0.028 0.026 8 7 Wall: Wood Frame, 16"D.C. 1,041 27.0 0.0 0.051 0.060 39 46 Window: Wood Frame 267 0.300 0.320 80 85 SHGC: 0.30 Floor:All-Wood Joist/Truss 282 30.0 0.0 0.033 0.047 9 13 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date k�E AR h � 4 ~ t F OF 11E Project Title: Bonati -Southold Addition Report date: 05/24/22 Data filename: Pagel of 9 s APPROVED AS NOTED OCCUPANCY DATE: - `J�a ?J B.P.# ��9 AI V C 1 OR _... FEE` � �D BY: USE IS UNLAWFUL NOTIFY BUILDING DEPARTMENTAT TH ,A�VITHOUT CERTIFICATE 631-765-1802 8AMT04PMFORE � � OCCUPANCY FOLLOWING INSPECTIONS: 1. FOUNDATION TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING 3. INSULATION 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE .HEQUIREMENTS OFTHE CODESOF NEW COMPLY YORK STATE. NOT RESPONSIBLE FOR NE IN YO LY S WITH A LL CODLs O, DESIGN OR CONS TRIGON ERRORS & TOWN CODES AS REQUIRED AND CONDITIONS OF SOUTHOLD TOWN ZBA SOUTHOLD TOWN PLANNING BOARD TRUSS PLACARDING REQUIRED SOUTHOLD TOWN TRUSTEES /Ji N.Y.S.DEC AN exterior lighting Installed, replaced or RETAIN STORM WATER NUNOFF ftP;Ired shall conform PURSUANT TO CHAPTER 236 tO'Chapter,,172 OF THE TOWN CODE Of the Town Code a WOVEN WIRE FENCE 36" MIN. FENCE POST ZONING CALCULATIONS : (14 1/2 GA. MIN., MAX. 6" MESH SPACING) WITH FILTER CLOTH OVER lot area (to bulkhead) = 14,331 sf(0.33 acres) HAY BALE Zone: R-40 non conforming lot SEE HAYBALE DETAIL ( g ) 20" MIN. UNDISTURBED • Setbacks: ui per sect. 280-124(B) for non conforming lots NA i I FLOW � GROUND TEMPORARY EROSION CONTROL MEASURES Principal Building ` THE SILT SCREEN AND CONSTRUCTION FENCE IS PROPOSED TO ACT AS A 1 front - 35 ft CLEARLY VISIBLE BARRIER DURING EXCAVATION AND CONSTRUCTION. I\A a c r i n a EMBED FILTER CLOTH THIS FENCE AND THE SILT SCREEN SHALL BE REMOVED AFTER , side (min.) = 10 ft A4 MIN. 8" INTO GROUND ALL EXCAVATION IS COMPLETED ON THE SITE. , WM 16" MIN. side (total) = 25 ft { SILT FENCE TO BE INSTALL rear = 35 ft ^ rc; h i ct SEE SILT FENCE DETAIL '? r / , • Total Lot Coverage: (landward to bulkhead) SECTION WOVEN WIRE FENCE FLOW (MIN. 14 1 E EN L �� / 20%o max. lot coverage allowed y 2 Main Street Ston Brook NY 11790 \ MAX. 6" MESH SPACING) „—,;,—I I _d 'ti 1 a 14,331 sf x 20% = 2,866.2 sf max. allowed total lot coverage 10' O.C. MAX. 36" MIN. FENCE POSTS, 4" VERTICAL FACE DRIVEN MIN. 16" INTO GROUND phone. 631 686-6585 '� fax. 631 EMBEDDING DETAIL / �4. ♦♦ \\ LOT COVERAGE CALCULATIONS email. MMacBrna@MMArchitectAIA.com ANGLE FIRST STAKE TOWARD 41 ` 6-6786 O landward to bulkhead web. MMArchitectAIA.com PREVIOUSLY LAID BALE. 4 . / \ area = 14,331 SF T / / These plans are an instrument of service and are j / / the exclusive property of the architect. HEIGHT MIOF FILTER N. / / / / 41 Infringements of the concepts and design ideas FLOW �� // / \ EXISTING PROPOSED TOTAL presented on these drawings shall be prosecuted �OYI to the fullest extent of the law. Copyright 2022: F / / Michael Macrina Architect, pc. All rights reserved, / no part of the plans may be reproduced without ♦ ETON I 8" MIN. WIRE OR NYLON BOUND, HAY BALES HOUSE 1,200 SF 282 SF 17482 SF the expressed written consent of the architect. \ PERSPECTIVE VIEW SHED 104 SF 104 SF Drawing Status 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY POSTS STEEL EITHER T OR U III i 2 RE-BAR STEEL PICKETS, OR 2" x 2" STAKES W TO FENCE POSTS WITH WARE TIES OR STAPLES. TE OR 2" HARDWOOD / DRIVEN 2" INTO GROUND. r Existing 2. FILTER CLOTH BE FASTENED SECURELY TO EXISTING GRADE - _ - - _ _ _ _ / ♦ \ 61 SF 61 SF WOVEN WIRE FENCE WITH TIES SPACED EVERY FENCE : WOVEN WIRE, 14 1/2 GA. Water Service FRONT DECK 24" AT TOP AND MID SECTION. 6" MAX. MESH OPENING __ 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN -III—III— & STEPS EACH OTHER THEY SHALL BE OVERLAPPED BY FILTER CLOTH FILTER X, MIRAFI 10OX, / , \ SIX INCHES AND FOLDED. STABILINKA T140N OR 4"-6" _1 �_l I_I II1_1I_I I_I 1_� I_I I=—I 1_I I 1-11 I_ 4 MAINTENANCE SHALL BE AND MATERIAL REMOVED PWHEN R"BULGES"MED AS NDEVELOP EEDED APPROVED EQUAL. FRONT VIEW / ` BBQ 24 SF 24 SF Issued for IN THE SILT FENCE. PREFABRICATED UNIT : GEOFAB, / \ ENVIROFENCE, OR APPROVED Silt Fence Detail EQUAL Ha Bale Detail O , Exist; \ / REAR DECK 73 SF 73 SF not to Sure �Pervious Gr vel Existing & STEPS Construction not to scale � � — / a Driveway ` Sanitary System hc Ex ting \\ - 1,000 gal. septic tank / SIDE DECK 39 SF 39 SF o v / +6r j Wood L ding - (5)B'dia x 2' tall leaching pools ♦ & STEPS Q, Existing \ / Outdoor 0' /r' _ \ , Shower , �\ \\ r \ // BILCO DOOR 42 SF 42 SF pates Existing 0 +e\1 �� \ i propane Q o Existing �� k 1 \ tank ❑ Two-Story / DECK ON 640 SF 640 SF 4/8/22 Issued for Construction / ❑ Dwelling �q/C Existing i �1 \ / GRADE 8/15/22 Revised Site Plan ❑ o Wood Landing ,' \ 10/19/22 Revised as per Trustees 7TL DTII n>~1 Existing—.� } FIFE = 11.0 c� p Stepping ❑e\g7 165, Proposed `yr a ♦ TOTALS 2,141 SF 324 SF 2,465 SF ^r' s, T�, Stones Bilco Door 4p, Proposed in sand Q Two Sto �� 8. ^ 0 0 0 / , O ry gso / 14.9 /0 2.3 /0 17.2 /o Existing Drywell (approx. location) ' �, Addition ^ o�Q� Existing e\��X FFE = 11.0 0 \N / O ` ood Landing `�65, �e\�-4 __�pW%1 f proposed 8 ft dia. x 2ft tall drywell ring SDR-35 Existing SOR3sv Deck on Grade Q) e\6 o c �qj 32' xistingp%;o �� Existin"g o O x BBQ / ho Flag Pole ,� y°� �� OQ e\6 a c� \\ // FLOOD ZONE NOTE: SITE PLAN LEGEND: No. Date Description ° I Existing o --° °'Q Stepping o a Existing Drywell (approx. location) Project e\65k -8--QQ Stones toa d ^'` a Limit of work area WORK AREA IS WITHIN FEMA Indicates Property Linein -- -- -- "� (1 ,060 sf) ZONE �x� - - - - - - Proposed Indicates Setback Line Indicates To Be Removed ---------- -0 (no clearing to be done) - , 5Addition y/9h x e\6� o Indicates Fence o 0 0 0 0 w � �atormarkalo Project Limiting Fence &Silt Fence Indicates Proposed Structure p d S ucture [� or ng�k�St'- 01 /�� _ F�r y wa LP Existing O °d bud o' Wood Deck / bulkl? Proposed drywell � 1 head-� (solid cover below grade) f DW) c'x/Stip ,'��. g Proposed drywell Richard WoodtS Steps wOOO,bu/kh� STORM WATER (open grate to grade) ead Proposed pool backwash drwell o �lRUN-OFF CALCULATIONS . & Gina o � a (solid cover below grade) ° ADDITION ROOF RUN-OFF: Bonati- e Project Limiting Fence & Silt Fence o o a o Run-off Factor= 1.0 1315 Watersedge Way • Rainfall = 2" (.17') T.G. Top of Grate l • Addition Roof Area =282 sf TW Top of Wall Southold, NY • Volume Required = (rainfall) (area) (run-off factor) BW Bottom of Wall Jurisdiction .17' x 282 sf x 1.0 = 48 cu. ft. 1.E. Invert Elevation Proposed Site Plan • Drywell Required = TOWn Of SOUthOId 1 20' 8 ft. dia. Drywell Ring =42.24 cu. ft. per foot of height L.D. Leader Drop " = 48 cu. ft. /42.24 cu. ft. per foot of height= 1.1 ft. Suffolk County T.D. Top of Drywell • Provide: (1) 8 ft dia. x 2ft tall drywell ring Indicates Electric Service —E—E--E E--E E— Drawn By : THIS IS AN ARCHITECTURAL SITE PLAN M.A.M. / E BASED ON INFORMATION FROM A Indicates Water Service —w w w w w w— north SURVEY PREPARED BY : Checked By: Indicates Direction of Grading Pitch M.A.M. Nathan Taft Corwin III Land Surveyor Solid Cover (Traffic Bear'g) Indicates Existing Spot Elevation +el 39.0 Job No. i 1586 Main Road, Jamesport, NY 11947 Grade "� ° 't2s6 ----- last revision dated: October 27, 2020 4" dia. 12" min 2128 P NE`i`� SDR-35 24" max I Indicates Proposed Spot Elevation el. 67 - Sewer Pipe Sheet Title Traffic Bear'g Dome pitched at Indicates Stacked Stone Retaining Wall 1/8" er foot r o� rite Plan p I ® ® El � � r iii` I r1 minimum I x ® ® "° r" Q 2' ' ��'p�-1--4,000 psi Reinforced Indicates Existing Contours 23- Conc. Rings (typ) ---' , �� -- Zoning Wrap drywell with ® ® ® f o ° 3'-0" min. Collar ,, ' 23 - �1— Indicates Proposed Contours landscape fabric k �1� Drainage j Backfill w/ Clean ® ® �� r` �� 5a p Sand & Gravel I Indicates Proposed Landscape Screening - I ® ® ® ur� a� r� � � I ® ® ® r9 r , Fa ba 1'�x I 24" min. I Indicates Catch Basin I1 Indicates Test Hole/Boring TH Sheet Number IL Ground Water Ty p i ca I D rywe I I Detail Limits of Work Area not to scare Non-disturbance buffer AB13REVIATIONS AND LEGEND SHEET INDEX VF PLACARD CODE DATA BUILDING DATA Sheet No. Description NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, •2020 RESIDENTIAL CODE OF NYS FLOOR AREA BREAKDOWN ACQ ALKALINE COPPER QUATERNARY IN INCH (ES) SAB SOUND ATTENUATION BLANKET PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER ACOUSTICAL TILE INT INTERIOR SEC SECTION Code Data ACT CONSTRUCTION IN RESIDENTIAL STRUCTURES •ENERGY CONSERVATION : RCNYS Floor Level Existing Proposed Total AL ALUMINUM INV INVERT S.F. SQUARE FEET C-1 (in accordance with Title 19 NYCRR PART 1265) •STRUCTURAL & LATERAL DESIGN : 2020 RCNYS �- Building Data ALT ALTERNATE JT JOINT SIM SIMILAR TO: Town of Southold ABOVE FINISHED FLOOR KIT KITCHEN SPR SPRINKLER (HEAD) •PLUMBING : 2020 RCNYS Cellar Level (finished) AFF Scope Of Work OWNER OF PROPERTY: Richard&Gina Bonati o ASF ABOVE SUBFLOOR LAV LAVATORY SQ SQUARE First Floor Level 1,200 sq.ft. 282 sq.ft. 1,482 sq.ft. A.S. ALUMINUM SADDLE LVL LAMINATED VENEER LUMBER SS STAINLESS STEEL Lot Description SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): •ELECTRICAL : 2017 NEC, NFPA 70-2017 & 2020 RCNYS rn M i h A.P.B. ANTHONY POWER BEAM L.C. LINEN CLOSET STC SOUND TRANSMISSION CONTROL 1315 Watersedge Way,Southold, NY •MECHANICAL : 2020 RCNYS � _ B.C. BRICK COURSE(S) L.C.C. LEAD COATED COPPER STD STANDARD Vicinity Map SCTM#1000-88-05-68 BD BOARD MAX MAXIMUM STL STEEL •TOWN OF SOUTHOLD MUNICIPAL CODE O J Second Floor Level 1,005 sq.ft. 282 sq.ft. 1,287 sq.ft. BOT BOTTOM MIN MINIMUM SD SMOKE DETECTOR PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): N BLDG BUILDING MO MASONRY OPENING T.C. TOP OF CURB ❑ New Residential Structure Q rC h ' tEE) Ct B.W. BOTTOM OF WALL MRB MARBLE TEL TELEPHONE �-/ v ❑ Addition to Existing Residential Structure USE: Single Family Detached Residential p Totals 2,205 sq.ft. 564 sq.ft.Cgg CEMENT BACKER BOARD M.S. MARBLE SADDLE THK THICKNESS) General Conditions / Notes q• q- 2,769 sq.ft. CL CLOSET MTL METAL T.O.S. TOO OF SLAB G-1 El Rehabilitation Wood Frame Platform (un-sprinklered)Rehabilitation to Existing Residential Structure � 21 Main Street Stony Brook NY 11790 CLG CEILING MFR. MANUFACTURER TP. TOILET PAPER TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT Upper Roof Deck 282 sq.ft. 282 sq.ft. CLR CLEARANCE) N/A NOT APPLICABLE TPF TEXTURED PAINT FINISH Details Insulation Schedule PROPERTY REFERENCE ABOVE WILLUTILIZE ENERGY CODE COMPLIANCE METHOD phone. 631 686-6585 / COL COLUMN NIC NOT IN CONTRACT T.S.P. TEXTURED SPRAY PAINT G-2 (check each applicable line): fax. 631 686-6786 CONC CONCRETE NOM NOMINAL TX TOILET EXHAUST ❑ Truss Type Construction(TT) These plans have been prepared as per section N email. MMacrina@MMArchitectAIA.com CONT CONTINUOUS NR NOT REQUIRED TXF TOILET EXHAUST FAN 0 CMU CONCRETE MASONRY UNIT NTS NOT TO SCALE TV TELEVISION Foundation Plan ❑ Pre-Engineered Wood Construction(PW) N1 102.1 .5 - Total UA Alternative Path by a°, web. MMArchitectAIA.com /� ❑ Timber Construction TC utilizing REScheck-Web Software T These plans are an instrument of service and are CT CERAMIC TILE OC ON CENTER(S) TYP TYPICAL A-1 ( ) � see attached REScheck Calculations v the exclusive property of the architect. CS CORRIDOR SUPPLY OCC. OCCUPANT(S) TEMP TEMPERED � Infringements of the concepts and design ideas IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE): Contractor to coordinate and schedule all required inspections with 9 C.J. CEILING JOIST OH OVERHANG TECO JOIST HANGER � presented on these drawings shall be prosecuted Floor Plans third art testin a enc to the fullest extent of the law. Copyright 2022: CANT CANTILEVER PART. PARTITION T.W. TOP OF WALL A-2 ❑ Floor Framing, Including Girders and Beams(F) p y g g y. Michael Macrina Architect, pc. All rights reserved, CMD CARBON MONOXIDE DETECTOR P.C. POURED CONCRETE U.O.N. UNLESS OTHERWISE NOTED ❑ Roof Framing(R) -Air seal inspection (if required) p p y produced without no art of the Ions may be re DIA DIAMETER P.L. PROPERTY LINE VB VINYL BASE -Insulation inspection the expressed written consent of the architect. ❑ Floor Framing and Roof Fr min {F ) DIM DIMENSION P.T. PRESSURE TREATED VCJ VERTICAL CONTROL JOINT Elevations -HVAC duct leakage inspection (if required) DR DOOR PT-EGS PAINT, EGGSHELL SHEEN VCT VINYL COMPOSITION FLOOR TILE A-3 Section SIGNATURE: DATE: / r' -Blower Door Test (NOT REQUIRED) AREA DIAGRAM / CLASSIFICATION Drawing Status DTL DETAIL PT-FL PAINT, FLAT SHEEN VIF VERIFY IN FIELD PRINT NAME: Michael Ma i� rc�hit cf'pc I DWG DRAWING PT-SG PAINT, SEMI-GLOSS SHEEN VWC VINYL WALL COVERING Details DN. DOWN PKT POCKET WC WATER CLOSET CAPACITY(Check One): caner ® Owner's Representative D.F.U. DRAINAGE FIXTURE UNITS P.S. PEDESTAL SINK WD WOOD A i Climatic & Geographic Design Criteria : Table R3o1.2(1) EA EACH QT QUARRY TILE WR WATER RESISTANT 6" DIAMETER Proposed Addition Existing Ground Snow Load: 20 psf Classification: Landing&Steps EL ELEVATION RAD RADIUS ZR ZONING RESOLUTION EQ EQUAL REQ'D REQUIRED Speed: 130 mph ultimate wind speed Additions secd.AJ80per EX EXISTING REV REVISION(S), REVISED (128 mph actual as per ASCE 7-16) Issued EXH EXHAUST RM ROOM EXT EXTERIOR R.J. ROUGH JAMB REFLECTIVE EFLECPANTONII E RED ;'. REFLECTIVE WHITE rn Topographic Effects: No EF EXHAUST FAN R.C.N.Y.S. RESIDENTIAL CODE OF o Wind Exposure Category: D Const I�uction EW EGRESS WINDOW NEW YORK STATE � Seismic Design Category: B FAI FRESH AIR INTAKE R.R. ROOF RAFTER + Special Wind Region No O FC. FIRE CODE R/R REMOVE &REPLACE 1, _0 Existing FD FLOOR DRAIN ; Wind Borne Debris Zone Yes LL Living Space Existing Fireplace _ N Proposed FIN FINISH(ED) o Weathering: Bilco Door FLR FLOORING) t g: Severe '- p FPSC FIRE PROOF SELF-CLOS114G i m Frost Line Depth: Winches h- Dates FT FOOT (FEET) -� Termite: Moderate to Heavy 4/8/22 Issued for Construction F.J. FLOOR JOIST FTG. FOOTING 8/15/22 Revised Site Plan GA GAGE, GAUGE Winter Design Temperature 11d l:-__.� H Existing GALV GALVANIZED 0'_'T 2 1 2.1r22 Ice Barrier Underlayment Required Yes for Valley's&Eave Perimeters Landing&Steps 10/19/22 Revised as per Trustees GFI GROUND FAULT INTERRUPT The construction type 1/2" Existing designation shall be Flood Hazards Zone X Landing&Steps GL GLASS F*TM r „. , v STROKE �'.:.,�k,,T�����_r:.;"t`. r,'lr',"III",„lv"or'v„ - GWB GYPSUM WALL BOARD TOWN Or S"O U��f.T;)_,J� to indicate the construction - - _�...- - Air Freezing Index 618 GYP. BD. GYPSUM BOARD classification of the 'GP' GEORGIA-PACIFIC structure under DESIGNATION FOR STRUCTURAL Mean Annual Temp. 52.1 degrees section 602 of the BCNYS COMPONENTS THAT ARE OF Proposed Addition HC HOLLOW CORE TRUSS TYPE CONSTRUCTION Component and Cladding Loads: Table R301.2(2) Classification: HDW HARDWARE ---• Additions as per HM HOLLOW METAL I I w . sect.AJ801 FLOOR CONSTRUCTION,INCLUDING y O ZONE 4 18.2 -19.0 HOR HORIZONTAL GIRDERS AND BEAMS , � RI � ch �n � t "R" ROOF FRAMING ZONE 5 18.2 -24.0 HP HIGH POINT , ZONE 1 16.7 -18.0 HR HOUR(S) "FR" FLOOR AND ROOF FRAMING N No. Date Description HT HEIGHT STANDARDS AND CODLS J HD HEAD IF THIS STRUCTURE UTILIZES TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED M ZONE 2 16.7 -21.0 O HVAC HEATINGNENTILATING/ WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION,THE CONTRACTOR `^' T_ 0 Existing Project AIR CONDITIONING IS TO PROVIDE THE SIGN OR SYMBOL TO BE AFFIXED TO THE EXTERIOR � ZONE 3 16.7 -21.0 LL Living SpaceI-Existing ELECTRIC METER BOX IN COMPLIANCE WITH 19 NYCCR PART 1265. N � ZONE 1 10.5 -16.0 C Chimney IF NO ELECTRIC METER IS ATTACHED TO THE HOUSE, CONTACT THE O o o Proposed o M ZONE 2 10.5 -29.0 MATERIALS AUTHORITY HAVING JURISDICTION TO DECIDE FOR A PROPER LOCATION � �, � � LIKELY TO BE SEEN BY FIREFIGHTERS AND FIRST RESPONDERS. "' ZONE 3 10.5 -43.0 �' Addition �' ZONE 1 10.0 -18.0 CALL BEFORE YOU DIG o r�i ZONE 2 10.0 -30.0 For BRICKVENEER EARTH f N � o ZONE 3 10.0 -46.0 CONCRETE MASONRY UNIT INSULATION (THERMAL) Zone Diagrams STEEL 'PVC' or COMPOSITE MATERIAL ' 2 Richard Electric Power Lines t s 2 s Proposed ROUGH WOOD RIGID INSULATION Gas.Oil,or Steam � 4 � Proposed Upper Decorative Cupola & Gina CONCRETE FINISH WOOD 5 °c 2 5 3_ 2 5 roof deck . L I Communication Lines,CATV Potable Water + s 3 4 Gm B o nati 43 PLYWOOD GYPSUM BOARD Reclaimed Water,Irrigation,Slurry Sewers and Drain Lines Gable 5 5 ® Interior 5 5 1315 Watersed a Wa Knowwttat'sbelow. wall zone j g y Call before you di Temporary Survey Markings Edge �j Perimeter N y Proposed Excavation Zone ^►� Zone - � Southold, NY MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Table R301.5 O SYMBOLS VICINITY MAP USE LIVE LOAD DEAD LOAD � Jurisdiction Exterior Balconies and decks 40 psf 10 psf Town of Southold r-: --,� ' Fire Escapes 40 psf 10 psf section number Passenger Vehicle Garages 50 psf as per plan Suffolk County FRAMED WALL A-5 SECTION ' sheet number ( ., Unhabitable ATTICS without Storage 10 psf 10 psf 2 number ba' age psf ps Drawn B P7T77iii7Tl1 FRAMED TIMBERSTRAND WALL . —� Unhabitable ATTICS with Stor 20 f 10 f y - M4 area LLE�-4 DETAIL 4 t Habitable ATTICS and ATTICS RSD R.. _ a r .,M . 30 psf 15 psf SCOPE O F WORK M.A.M. sneer served with fixed stairs DOOR y ROOMS other than sleeping rooms 40 psf 15 psf ; ' number g . Checked By: (�;�� C�) REVISION CLOUDx •, . ,.x M.A.M. ., Sleeping Rooms 30 psf 15 psf Pro =*' LOT DESCRIPTION posed two story addition with an upper roof deck and crawl space - � WINDOW i fwd 4�? ! Stairs 40 psf 10 psf Job No , 1286. y0� STRUCTURAL BEAM ' „ ; 211 WINDOW EXT. DOOR NUMBER ` <" Guards and Handrails 200 psf lateral Proposed decorative cupola over existing roof 2128 two—digit LOT# r, / identification (see schedule) JOISTS / RAFTERS ° ` i Guard in-fill components 50 psf number ,: ,: .„ Proposed bilco door to access crawl space Sheet Title :Vd floor levo w I ROOFS 30 sf 15 sf 012-1 INTERIOR DOOR NUMBER �2 REVISION NUMBER SUBDIVISION MAP OF ��µ p p Proposed HVAC work in this application for the addition only door number (see interior drawings) A ° ,.' �� ALLOWABLE DEFLECTION Table R301.7 overtheet room number SMOKE DETECTOR �, - ^Fr Structural Member Allowable Deflection No Plumbing work in this application 211 - ROOM NUMBER 3 Legend �..Y ry two digit 12 E orizontal SECTION / BLOCK/LOT : 1000 - 88 - 05 - 68 r `' Rafters having slopes greater than 3/12 with no L/180 identifiNti- (see schedule) ROOF PITCH .` '} r `R ,P.�Y�' finished ceiling attached to rafters. Proposed Electrical Work (filed as a separate application by the electrician) �r�-ee D 5icai t Data number LOT AREA = 14,331 sf(0.329 acres) to bulkhead f; , ,. , floor level r' ---------- Interior Walls and Partitions H/180 ABOVE / BELOW/ HIDDEN � �, . - x. -� .,� �� ., �'. ` .,- �__ WALL ASSEMBLY ZONING DISTRICT: Residence R-40 r ceilings L/3 - - -- � � p Floors and Plastered ceili 60 X CENTERLINE . /� �,� All other Structural Members L/240 Sheet Number ELEVATION MARKER — — — — DRAFTSTOPPING `A - • ' .w Exterior walls with plaster or stucco finish H/360 Exterior Walls - wind loads with brittle finishes H/240 1❑ PLAN KEY 2 elevation number rm. ¢ - rYk$ 4t f Y� + r ' Exterior Walls - wind loads° with flexible finishes H/120 see plan key notes same sht. ' ^" 3 INTERIOR ELEVATION ( p Y ) , . '*;*'r ��,��t ;�'��•�t�` Y , ➢ � � _ � Lintels Supporting Masonry Veneer Walls L/600 4 sheet number .• .•r" 6 e` Note L=Span Length, H=Span Height GENERAL CONDITIONS CONCRETE GLAZING DRYWALL ELECTRICAL 1. All work shall conform to the codes listed on the cover sheet. 1. Foundation walls are to be a minimum of 3,000 psi, unless noted 18. PARTITIONS Fireblocking Materials: 1. Hazardous locations.The following shall be considered BATHROOM WALLS&CEILINGS: 1/2" mold&moisture resistant 1. All electrical work shall conform to rules and regulations of the All codes shall supercede the drawings and shall be incorporated into otherwise on plans. a. 2"x nominal lumber, or two thicknesses specific hazardous locations for the purposes of glazing: gypsum board with one coat of 2017 National Electric Code, NFPA 70-2017 and the 2020 the drawings,whether they are indicated on the plans or not. GENERAL b. Two thicknesses of 1"x nominal lumber with broken la oints tape and three coats of spackle Residential Code of NYS. 2. All concrete work shall com I with the re uirements of the American a. All framed walls are to be 2"x4"or 2"x6"wood studs at 16"oc p 1 a. Glazin in fixed and o erable anels of swin in slidin door P y q g P P g g' g SHOWER WALLS&CEILINGS: 1/2" cement board 2. The Electrical a ui ment and wirin �' �. 2. Contractor shall check and verify all dimensions, notes and conditions Concrete Institute(ACI)and the 2020 RCNYS. unless noted otherwise on plans. c. One thickness of 23/32 wood structural with joints backed up by and bifold door. wi h n q p g shall be installed in accordance " at the site before an construction work is started.The Contractor shall plan dimensions indicate the following stud sizes: 23/32"wood structural panels. t o e coat fiberglass tape with chapters 34 thru 43 of the 2020 Residential Code of NYS. Y b. Glazing in storm doors. `�.� notify the Architect of any discrepancies or conflicts in the drawings 3. All concrete shall be air-entrained.Total air content(percent by volume 1-1/2" 2"x4"on the flat and,one coat of thinset 3. Electrical work to be Fire Underwriter's ins ected and a r d. One thickness of 3/4"particleboard with joints backed by 3/4" p pp oved. and/or field conditions before starting the work.The discovery of of concrete)shall not be less thasn 5%or more than 7%. 2-1/2" 2��x3� stud at 16'�oc articleboard. c. Glazing in all unframed swinging doors. GARAGE WALLS&CEILINGS: 5/8 type-x gypsum board discrepancies after beginning the work shall be the full responsibility 3-1/2" 2x4 stud at 16'oc p 4. All electrical outlets in"wet"areas to be ground fault interrupter d. Glazing in doors and enclosures for hot tubs,whirlpools, saunas, where noted on plans with one coat of tape and G.F.I. e � � p of the Contractor to correct. 4. Garage slabs, carport slabs, exterior steps and porch slabs are to be 5-1/2" 2"x6"stud at 16"oc e. 1/2"gypsum board three coats of spackle ( )tyP Ei P steam rooms, bathtubs and showers. Glazing in any part of a 5. Working clearance dimensions around electrical panel to be a a minimum of 3,500 si. f. 1/4"cement based millboard building wall enclosing these compartments where the bottom BOILER ROOMS/CLOSETS 5/8"type-x gypsum board 3. Contractor shall report any discrepancies in plans and details to the b. Splices of the top and bottom portion of the double top plate must minimum of 36"dee from face of ane)x 30"wide x 6'-6"hi - Owner and/or Architect at once. Demolition or excavation may reveal 5. The nominal maximum size of coarse aggregate shall not exceed be staggered as minimum of 24". g. Batts or blankets of mineral wool to be securely retained in place exposed edge of the glazing is less than 60 inches measured with one coat of tape and P P gh. conditions other than those assumed on the construction drawings. one-fifth the narrowest distance between forms or three-fourths the vertically above any standing or walking surface. three coats of spackle 6. All electrical work to be performed by a local licensed electrician. It is the responsibility of the contractor to notify the Architect and/or clear spacing between reinforcing bars or between as bar and the side c. Joints in top plates need not to occur over studs. e. Glazing in an individual fixed or operable panel adjacent to a door BASEMENT WALLS&CEILINGS 1/2 mold&moisture resistant Ground-Fault Circuit-Interrupter Protection. Owner immediately if the occurs. of the form. FIRE PROTECTION OF FLOORS shall be considered to be a hazardous location where the bottom gypsum board with one coat of A rC hits Ct d. Lap top plates at comers and intersections. exposed edge of the glazing is less than 60 inches above the floor tape and three coats of spackle Locations. 4. Contractor shall locate&stake out all existing underground utilities 6. Forms shall be made of wood, steel, aluminum, plastic, a composite of Any top plates that are cut to fit ductwork, headers, pipes, etc. shall 1. All floor assemblies are to be fire-resistance rated with a minimum of 1/2" or walking surface and it meets either of the following conditions: 1.All bathroom receptacles are to have G.F.C.I. protection. rior to an excavation.Any utilities shown on the plans are an cement and foam insulation,or other approved material suitable for be strapped with a metal strap as specified on plans. gypsum wall board,5/8"wood structural panel or equivalent on the underside TYPICAL(all other areas) 10 gypsum board with one 21 Main Street Stony Brook NY 11790 P Y e.1 Where the glazing is within 24 inches of either side of the coat of to a and three coats 2.All ara e&accesso buildin rete to approximate location only and shall be verified by the Contractor. supporting and containing concrete. Forms shall provide sufficient of the floor framing member. Penetrations or openings for ducts,vents, P 9 9 ry g p Iles are to have G.F.C.I.protection. door in the plane of the door in a closed position. of spackle strength to contain concrete during the concrete placement operation. e. Plates shall not be less than 2 x nominal thickness. electrical outlets,lighting,devices, luminaires,wires, speakers,drainage, 3.All outdoor receptacles are to have G.F.C.I. protection. hone. 631 686-6585 5. Contractor shall be responsible for scheduling all required inspections Form ties shall be steel, solid plastic,foam plastic,or other suitable piping and similar openings or penetrations shall be permitted. e.2 Where the glazing is on a wall perpendicular to the plane of 4.All crawls ace rece tacles are to have G.F.C.I. rotection. P with the authorities having jurisdiction. material capable of resisting the forces created by fluid pressure of f. Notching:Any stud in an exterior wall or bearing partition shall be the door in a closed position and within 24 inches of the p P P fax. 631 686-6786 freshly poured concrete. permitted to be cut or notched to a depth not exceeding 25%it's width. Exceptions: hinge side of an in-swinging door. FLASHING / SEALANTS / TAPES 5.All unfinished basements receptacles are to have G.F.C.I.protection. email. MMacrina@MMArchitectAIA.com 6. Contractor shall be responsible for obtaining all required paperwork Studs in non-bearing partitions shall be permitted to be notched to a. Floor assemblies located directly over a space protected by an f. Glazin in an individual fixed oro erable anel that meets ll f 1. Contractor to provide metal or soft flashing where framing lumber is 6.All kitchen receptacles that serve counterto surfaces shall have web. MMArchitectAIA.com from their subcontractors as required by the authority having jurisdiciton. 7. Do not pour in temperatures less than 40 degree weather, nor when a depth not to exceed 40%of a single stud width. Refer to details automatic sprinkler system in accordance with Section P2904, g P P a ° in contact with soil or concrete. P the following conditions shall be considered to be hazardous location: G.F.C.I. protection. The Contractor shall obtain and deliver to the Owner the certificate of freezing conditions are expected in less than 24 hours. for excessive notching studs. NFPA 13D,or other approved equivalent sprinkler system. mese plans are an instrument of service and are f.1 The ex osed area of an individual ane is lar er than 9 sf. 2. Contractor to provide continuous(coil)hidden metal flashing where 7.All laundry, utility and bar sink receptacles that are located within 6ft. the exclusive property of the architect. occupancy and/or certificate of compliance. b. Floor assemblies located directly over a crawl space not intended P P g tops of level roofs intersect with vertical wall surfaces. See Ian for Infringements of the concepts and design ideas 8. Install Tuff-N-Dry exterior foundation waterproofing system or g. Drilling:Any stud shall be permitted to be bored or drilled, provided P of the outside edge of the sink are to have G.F.C.I. protection. 7. Do not scale drawin s.Written dimensions shall take precedence approved equal unless a different product is specified in the plans. that the diameter of the resulting hole is not more than 60%of the for storage or fuel-fired appliances. f.2 The bottom edge of the glazing is less than 18 inches above metal specification. presented on these drawings shall p prosecuted 9 the floor. 8. Electrically heated floors, hydromassage bathtub, spa and hot tub to the fullest extent of the law. Copyright 2022: over scale. Exterior foundation waterproofing system is to be installed from stud width,the edge of the hole is not more than 5/8"to the edge c. Portions of floor assemblies shall be permitted to be unprotected 3. Contractor to provide metal step flashing around all chimneys, skylights locations are to have G.F.C.I. rotection. Michael Macrina architect, pc. All rights reserved, bottom of footing continuously up to the finished grade line. of the stud, and the hole is not located in the same section as a cut where complying with the following: f.3 The top edge of the glazing is more than 36 inches above the and where sides of sloped roofs intersect with vertical wall surfaces. P th part of the plans may en reproduced without 8. Any deviation from the Architect's drawings must be discussed with or notch. Studs located in exterior walls or bearing partitions drilled floor;and All metal flashing shall extend up vertically a minimum of 4"from the 9.All receptacles within 6 feet of the outside edge of a bathtub or the expressed written consent of the architect. the Architect for approval. 9. All footings are to be reinforced with rebar as per details in the plans. over 40%and up to 60%dhall be doubled with not more than two c.1 The aggregate area of the unprotected portions does not exceed 80 square feet per story. f.4 One or more walking surfaces are within 36 inches measured roof surface. See plans for metal specificaiton. shower stall are to have G.F.C.I protection. successive doubled studs bored. Refef to details for excessive horizontally and in a straight line, of the glazing. 4. Contractor to provide metal cap flashing over all windows and exterior 9. Contractor shall be responsible for adequately bracing and protecting 10. Contractor shall provide and install all cast in place anchor bolts, hold drilling of boring of studs. c.2 Fireblocking in accordance with Section R302.11.1 installed along Arc-Fault Circuit-Interrupter Protection. Drawing Status : all work during construction against damage, breakage, collapse, down straps, basement sashes, crawl space vents, etc. as per plans. the perimeter of the unprotected portion to seperate the unprotected g. Glazing in guards and railings, including structural baluster panels doors. See plans for metal specification. i fr m the remainder of the floor assembl . n n - Locations. distortion and misalignment according to applicable codes, standards h. Fire Blocking as required porton o y a d no structural in fill panels, regardless of area or height above 5. Contractor to provide copper step flashing for all masonry chimney to 1.All branch circuits that supply 120-volt, single-phase, 15&20 amp and ood ractice. a walking surface shall be considered to be a hazardous location. roof intersections.The flashing is to extend vertically up against the g P d.Wood floor assemblies usin dimension lumber or structural com osite outlets installed in kitchens,family rooms,dining rooms,living rooms, Bearing Walls: g P chimney a minimum of 4"and let-into horizontal masonry joints 4 . STRU CTU RAL STEEL lumber equal to or greater than 2-inch by 10-inch nominal dimension, h Glazing in walls,enclosures or fences containing or facing hot tubs, arlors, libraries,dens,bedrooms,sunrooms,recreation rooms,closets, 10. All work shall be performed in a first class manner with all new materials. a. Partitions must be constructed of minimum 2'x4 studs spaced at P II win ro erties: 16"oc of a of lumber s ecified unless otherwise noted on tans. or other approved floor assemblies demonstrating equivalent fire spa's,whirlpools,saunas,steam rooms,bathtubs,showers and indoor or 6. Flash, caulk and seal all junctions of new roofs,walls and hallwa s,laund areas and similar rooms or areas shall bye rotecled b The Contractor shall provide all equipment, labor and materials 1. All structural steel shapes shall have the foo g p p tyP p p performance. outdoor swimming pools where the bottom exposed edge of the glazing is penetrations, to form a watertight assembly. Y ry P y I necessary for the proper execution and timely completion of the work. Wide Flange ASTM A992 Fy=50 ksi f s f . r less than 60 inches measured vertically above any standing or walking 7 S a combination type arc-fault circuit interrupter installed to provide The Contractor shall be responsible for all materials and equipment Angles&Channels ASTM A36 Fy=36 ksi b. If a double top plate of less than(2)2"x is used,floor joists shall be 2. Combustible Insulation Clearance paces to be caulked shall be clean and dry,joints more than 3/4' protection of the branch circuits. stored at the job site. Plates ASTM A36 F -36 ksi centered direct) over bearin wall studs below with a tolerance of Combustible insulation shall be se erated not less than 3 inches from surface shall gl considered to be a hazardous location.This shall y- y g p deep shall be solidly filled with a neoprene rope or backer rod. ■ Hollow Structural Shapes ASTM A500 GR B Fy=50 ksi no more than 1". recessed luminaires,fan motors and other heat-producing devices. apply to a single glazing and each pane in multiple glazing. Li htin . n s r u C i O n 11. The Contractor shall have the building department approved plans and Exception: Glazing that is more than 60 inches measured 8. All caulked joints shall bei full continuous,waterproof, neatly wiped off or pointed and tooled where exposed to view. Not less than 90 percent of the lamps in permanently installed lighting any other approved plans and permits on the job site throughout the 2. All bolts are to be 3/4"dia.conforming to ASTM A325,type X. c. Interior bearing stud walls must be sheathed with a minimum of Exceptions horizontally and in a straight line,from the water's edge of a fixtures shall contain only high-efficacy lamps. entire project. Install each bolt with a hardened washer under the nut or head, 1/2"gypsum board fastened as per nailing schedule with required Where heat-producing devices are listed for lesser clearances, bathtub, hot tub, spa,whirpool or swimming pool or from the 9. All windows and exterior door flanges are to be taped with a'Tyvek' whichever is turned for tightening. fire blocking. combustible insulation complying with the listing requirements shall be edge of a shower, sauna or steam room. or approved equal flashing tape. Jambs first then head over jamb tape. Recessed Lighting. 12. All Contractors and Subcontractors shall be licensed and insured. separated in accordance with the conditions stipulated in the listing. i Glazing adjacent to stairs, landings and ramps where the bottom 10. All windows and exterior door flanges are to have a metal an ora Recessed luminaires installed in the building thermal envelope shall be 3. All structural steel exposed to the weather shall be hot-dipped galvanized d. All interior load bearing walls and exterior walls shall have 2 x cross P sealed to limit air leakage between conditioned and unconditioned 13. The Architect is not res onsible)for construction means, methods, after fabrication conformin to ASTM A123&A153. blockin of similar width at stud mids an. exposed edge of the glazing o less than , la above the plane of soft flashing pan over the rough sill framing continuously up each side. P g g p the adjacent walking surface of stairways, landings between spaces.All recessed luminaires shall be IC-rated and labeled having techniques, sequences, procedures or for the safety precautions and WINDOWS / EXTERIOR DOORS flights of stairs and ramps shall be considered to be a 11. Penetrations around all pipes,vents, ducts,wires, etc.through ceiling an air leakage rate not more than 2.0 cfm when tested in accordance programs in connection with this project. 4. All welding shall conform to AWS code D1.1 'Structural Welding Code' Nailing: hazardous location. and floor levels to be sealed with fire caulk-136 by Everkem or equal with ASTM E 283 at a 1.57 psf pressure differential.All recessed Dates for steel, latest edition. a. All nailing shall comply with the latest fastener schedule shown on 1. All exterior windows and doors shall be designed to resist the to meet ASTM 136 testing. luminaires shall be sealed with a gasket or caulk betweern the housing 14. Contractor to follow all manufacturer's specifications, recommendations the plans. component and cladding wind loads specified on the cover sheet. j. Glazing adjacent to the landing at the bottom of a stairway where and the interior wall or ceiling covering. and installation details on all products used in this project. Contractor 5. All structural steel shall be given one shop coat of paint of not less than the glazing is less than 36"above the landing and within a 60" VENTILATION 4/8/22 Issued for Construction shall notify the Architect of any conflict between the plans and 2.0 mils dry film thickness conforming to steel structural painting Openings: 2. All exterior windows and sliding doors shall be tested by an approved horizontal arc less less than 180 degrees from the bottom tread manufacturer's specifications, recommendations and installation council SSPC paint 2, 13 or 14. a. All framed openings in wall shall have a minimum of a single jack stud independent laboratory, and bear a label identifying manufacturer, nosing shall be considered to be a hazardous location. 1. MECHANICAL VENTILATION: Single-and Multiple-Station Smoke Alarms. 8/15/22 Revised Site Plan details prior to installation of any products used in this project. plus a single king stud on each side of opening supporting a header performance characteristics and approved inspection agency to indicate Local exhaust and whole house mechanical ventilation systems are to All smoke alarm h ll 10/19/22 Revised as er Trustees Contractor shall be responsible for correction of any work that prevents if not specified otherwise on plans. compliance with AAMANVDMA/CSA 101/I.S.2/A440. Exterior side-hinged F I R E P LACES be designed in accordance with section M 1505 of the 2020 RCNYS s s a be listed in accordance with UL 217 and P the correct installation of a specified product noted on the plans. doors shall be tested and labeled as conforming to AAMAIWDMA/CSA installed in accordance with the provisions of Section 8314 of the MASONRY 19. BUILT-UP BEAMS 101/I.S.2/A440 or AMD 100. 1. Masonry Fireplaces 2. RECIRCULATION OF AIR: 2020 Residential Code of NYS and comply with the provisions 15. The Contractor shall keep the job site clean, safe and free of debris. 1. Masonry shall be installed in running bond with PCL type M mortar. Exhaust air from bathrooms and toilet rooms shall not be recirculated of NFPA 72. 1. Built-u beams or oists formed b a multi le of 2"x dimensional 3. Gara a doors shall be tested in accordance with eitherASTM E 330 or Hearth Slab Thickness 4 min.thickness for hearth extension within a residence or circulated to another room and shall be exhausted P 1 Y P g directly to the outdoors. Exhaust air from bathrooms,toilet rooms and Locations. (Section R314.3) 16. These drawings are the property of the Architect and shall no be used 2. Grout for fully grouted units shall conform to PCLY type M mortar. lumber members shall be interconnected as follows: ANSI/DASMA 108,and shall meet the acceptance criteria of ANSI/DASMA 108. Hearth Extension 8"for fireplace opening less than 6 s.f. kitchens shall not dischar a into an attic crawls ace or other areas Single and multiple-station smoke alarms shall be installed in without his consent. Drawings shall not be used for issuing of a a. Members 12 and less in height: (each side of open g) 12 for fireplace opening greater than g p building permit unless signed and sealed by Michael Macrina Architect, pc 3. All masonry walls shall have'Hohmann&Barnard'#120 Truss-Mesh Glue and nail with 2 rows of 16d nails at 12"oc staggered. 4. Window and glass door assemblies shall be anchored in accordance with the or equal to 6 sq.ft. inside the building except for ductless range hoods. the following locations: to be installed continuously at every other course unless specified published manufacturer's recommendations to achieve the design pressure 3. DOMESTIC COOKING EXHAUST: 1. In each sleeping room. Hearth Extension 16' for fireplace opening less than 6 s.f. 2. Outside of each se arate slee in area in the immediate in the plans.Truss mesh to be hot-dipped galvanized. b. Members greater than 9-1/4"in height or multiple 3"x members: specified.Substitute anchoring systems used for substrates not specified Domestic cooking exhaust equipment shall discharge to the outdoors P P� 9 (front of opening) 20' for fireplace opening greater than vicini of the bedrooms. Through bolt with 1/2 diameter machine bolts at 24 oc by the fenestration manufacturer shall provide equal or greater anchoring through a duct.The duct shall have a smooth interior surface,shall be tY DEMOLITION NOTES or equalto6sq.ft. 4. All lap splices for reinforcing bars in masonry walls shall be 48X staggered top&bottom, 1-1/2'from edges. performance as demonstrated by accepted engineering practice. � airtight, shall be equipped with a backdraft damper and shall be 3. On each additional story of the dwelling, including basements 1. Prior to demolition,the Contractor shall have all utilities disconnected. bar diameter, unless noted otherwise on plans. Firebox Dimensions 20 min.firebox depth independent of all other exhaust systems. Ducts serving domestic and habitable attics but not including crawl spaces and uninhabitable such as but not limited to gas,electric,water, telephone, cable, etc. 2. Built-up beams or joists formed by a mutiple of engineered lumber 5. Emergency escape and rescue opening required: Thickness of Firebox Wall 8"where firebrick linin is use cooking exhaust equipment shall not terminate in an attic or crawl attics. In dwellings or dwelling units with split levels and without d No. Date Description In addition,the Contractor shall obtain utility mark-out prior to members are to follow manufacturer specifications unless noted Unfinished basements, habitable attics and every sleeping room g space or areas inside the building. an intervening door between the adjacent levels, a smoke alarm commencing demolition or excavation. on plans. where noted on floor plans shall have not less one operable Distance from top 8"min. installed on the u er level shall suffice for the ad ROUGH CA R P E N T R Exception:Where installed in accordance with the manufacturers PP jacent lower emergency escape and rescue opening. Where basements contain of opening to Throat Project : „ instructions, and where mechanical or natural ventilation is level provided that the lower level is less than one full story 2. Demolition work shall be done in strict conformance with local, state 1. Minimum header size to be(2)2'x6 unless noted otherwise on plan. 20. BOLTS IN WOOD FRAMING: one or more sleeping rooms, an emergency escape and rescue Clearance to Combustibles 2"min. otherwise provided, listed and labeled ductless range hoods shall below the upper level. and federal regulations,including all permits and utility disconnects. opening shall be required in each sleeping room plus one in any front&side faces of fire lace not be re uired to dischar a to the outdoors, 2. All structural dimensional lumber to be doug fir#2 or better with a 1. All bolts in wood framing shall be standard machine bolts with common receation space. Emergency escape and rescue openings ( p ) q 9 4. Smoke alarms shall be installed not less than 3 feet horizontally 3. The Contractor shall at all times provide protection against weather minimum Fb=850 and E= 1.4x106. No SPF lumber may be used standard washers. shall open directly into a public way, or to a yard or court that opens Clearance to Combustibles 4"min. 4. WHOLE HOUSE MECHANICAL VENTILATION SYSTEM: from the door or opening of a bathroom that contains a bathtub Pro o s e d (rain,wind, storms, frost or heat)i so as to maintain all work, materials, except for sills, plates and blocking. Southern Yellow Pine may be to a public way. (back face of fireplace) Unless specified otherwise by the HERS rater consultant,the whole or shower unless this would prevent placement of a smoke alarm equipment and fixtures free from damages. Repair any damage to used as a substitution for doug fir. 2. Each bolt hole in wood shall be drilled 1/16"larger than diameter of bolt. house ventilation system is permitted to utilize a bathroom exhaust required by Section R314.3. + n Exception: /` d d I L I O 1 1 - property of the Owner which is t��remain in use. 2. Factory Built Gas&Wood Fireplaces fan to run at a continuous rate of 90 cfm as per table M1505.4.3(1) /"� Basements used only to house mechanical equipment When more than one smoke alarm is required to be instailled within an 3. All exterior lumber to be preservative treated 3. For sill plate anchors, see details on plans. Factory-built fireplaces shall be listed and labeled and shall be installed not exceeding a total floor area of 200 square feet. 5. VENTED ATTICS: individual dwelling unit the alarm devices shall be interconnected in 4. Contractor to provide all necessary temporary supports as may be in accordance with the conditions of the listing, and shall be tested For air-permeable insulations in vented attics, a baffle shall be such a manner that the actuation of one alarm will activate all of the required to shore all existing structures prior to the installation of new 4. All lumber that is in contact with masonry/concrete is to be Lag Bolts: in accordance with UL 127. 6. Operational constraints and opening control devices: installed adjacent to soffit and eave vents. Baffles shall maintain an alarms in the individual dwellin unit.The alarm shall be clear) �O r structural elements. preservative treated. a. All lag bolts where specified on plans shall be of structural grade steel. 9 y audible in Emergency escape and rescue openings shall be operational from opening equal or greater than the size of the vent.The baffle shall all bedrooms over bade round noise levels with all intervenin doors closed. Hearth extensions of a roved facto built fire laces shall be installed g 9 the inside of the room without the use of keys,tools or special knowledge. pP ry- P extend over the top of the attic insulation.The baffle shall be 5. All existing elements to remain shall be protected during demolition. 5. Engineered lumber(LVL, PSL)to have a minimum Fb=2,850 and b. Washers shall be placed undefr the head of the lag bolts bearing in accordance with the listing of the fireplace.The hearth extension y Combination Detectors. 6 Window opening control devices complying with ASTM F 2090 shall be permitted to bean solid material. a minimum E= 1.9x10 . on wood. Length of lag bolts shall be a minimum 2/3 depth of shall be readily distinguishable from the surrounding floor area. permitted for use on windows serving as a required emergency escape Combination smoke and carbon monoxide alarms shall be ■ 6. All existing ductwork,electrical components,etc. in areas to be members being bolted together. Vent Clearance: permitted demolished shall be protected and relocated as required according 6. SHEATHING/SUBFLOOR and rescue opening. Emergency escape and rescue openings shall 3. Flue Dampers: Where eave or cornice vents are installed, insulation a minimum of a to be used in lieu of smoke alarms. � �c h a rd have minimum dimensions as specified in this section. to field conditions. • Each plywood sheet shall bear the'APA'trademark stamp. c. All bolts that in contact with preservative treated lumber or exposed New wood-burning fireplaces shall have tight-fitting flue dampers or 1"space shall be provided between the insulation and the roof Power Source. • All plywood end joints shall be staggered and butt along the to the exterior are to be hot-dipped galvanized or stainless steel. doors, and outdoor combustion air. Where using tight-fitting doors on sheathing at the location of the vent. ■ 7. Minimum opening area: The re uired smoke alarms shall receive their ri 7. Contractor to provide dust-tight partitions between areas where center lines of framing members. factory-built fireplaces listed and labeled in accordance with UL 127, q p maty power from Emergency and escape rescue openings shall have a net clear 6. UNVENTED ATTICS: the buildin wirin when such wirin i & G � n demolition work is being performed and areas which are finished or • Nails shall be placed 3/8"minimum from the edge of the sheets. the doors shall be tested and listed for the fireplace.Where using 9 9 g s served from a commercial source, a opening of not less than 5.7 square feet.The net clear opening As per section R806.5 of the RCNYS and when rima ower is interru in use. The minimum nail penetration into framing members shall be tight-fitting doors on masonry fireplaces,the doors shall be listed and p ry p pted, shall receive power from a FIRE BLOCKING / D RAFTSTO P P I N G dimensions required by this section shall be obtained by the normal ■ 1-1/2"for 8d nails and 1-3/8"for 10d nails. labeled in accordance with UL 907. battery. Wiring shall be permanent and without a disconnecting switch R operation of the emergency escape and rescue opening)from the inside. V O n a}I 1 1. DRAFTSTOPPING REQUIRED: The net clear height opening shall be not less than 24 inches and the HVAC, other than those required for overcurrent protection. Smorke alarms SITE WORK / EXCAVATION SUBFLOOR: 3/4" rated plywood (48/24 span) When there is usable space both above and below the concealed space net clear width shall be not less than 20 inches. I N S U LAT I O N shall be permitted to be battery operated when installed iin buildings to be glued &nailed to each floor joist of a floor/ceiling assembly, draftstopping shall be installed so that the 1. Building framing cavities shall not be used as ducts or plenums. without commercial power. 1. Contractor shall locate&stake out all existing underground utilities area of the concealed space does not exceed 1,000 sf. Exception: 1. Foam Plastic(spray foam) insulation shall have a maximum flame 1315 Watersedge Way prior to any excavation.Any utilities shown on the plans are an EXTERIOR WALL The draftstopping shall divide the concealed space into approximate Grade floor or below grade openings shall have a net clear spread index of 75 and a maximum of a smoke developed index of 450. 2. Mechanical System piping insulation shall be capable of carrying Carbon Monoxide Alarms. (Section 915 of the 2020 Fire Code of NYS) approximate location only and shall be verified by the Contractor. SHEATHING: 1/2"exterior grade CDX plywood equal areas.Where the assembly is enclosed by a floor member opening of not less than 5 square feet. fluids above 105'F or below 55'F with a minimum of R-3 insulation. Carbon monoxide alarms shall be installed in the following locations: Southold, NY Excavation shall not commence until utility mark-out is completed. to be fastened to the rafters as above and a ceiling membrane below,the draftstopping shall be 2. Foam Plastic(spray foam)insulation shall be separated from the Combustion Air 1.Carbon Monoxide are required on each level on which sleeping per the nailing schedule provided in a floor/ceiling assemblies under the following circumstances: 8. Window Sill Height: interior of a building by an approved thermal barrier of not less than 2. Excavate all areas as indicated in the drawings.All excavations shall Where a window is provided as the emergency escape and rescue 1/2"gypsum board,23/32"wood structural panel or a material that Soild Fuel spaces are located,within 15ft. of the sleeping area. be the minimum depths rerquired achieving clean undisturbed virgin ROOF SHEATHING: 1/2"exterior grade CDX plywood a. Ceiling is suspended under floor framing opening, it shall have a sill height of not more than 44 inches above is tested in accordance with and meets the acceptance criteria of Burning appliances shall be provided with combustion air in accordance with the More than one carbon monoxide alarm shall be provided soil with stable moisture content and non-shifting and non-shrinking to be fastened to the rafters as the floor;where the sill height is below grade, it shall be provided with both the Temperature Transmission Fire Test and the Integrity Fire appliance manufacturer's installation instructions.Oil-fire appliances shall be where necessary to assure that no sleeping area on a story Jurisdiction : soil characteristics.The Contractor shall be responsible for notification per the nailing schedule b. Floor framing is constructed of truss-type open-web or a window well in accordance with Section R310.2.3. Test of NFPA 275 such as'DC 315'or approved equal thermal barrier. be provided with combustion air in accordance with NFPA 31. is more than 15ft. away from a carbon monoxide alarm. of poor soil characteristics to the!Architect and shall not proceed with perforated members. 2. On any story where a fuel-fired appliances and equipment, Town of Southold the work until receiving instructions from the Architect. 7. All framed openings in floors, roofs and ceilings shall have a minimum 9. All exterior windows and doors are to have a maximum U-value of 3. Foam Plastic(spray foam) insulation used in attics&crawl spaces Ducts solid-fuel burning appliances and equipment, of a double header and trimmer unless noted otherwise on the plans. Draftstopping Materials: 0.35 and a maximum solar heat gain coefficient factor of 0.40. shall be protected against ignition using one of the following materials: Duct Insulation fireplaces or attached garages are located. Suffolk Cou my 3. The Architect has prepared the drawing and speifications with an Draftstopping materials shall not be less than 1/2 gypsum board a. 1-1/2 thickness of mineral fiber insulation such as Roxul or equal All supply ducts in unconditioned attics shall be insulated to a minimum of R-8 assumed bearing capacity of 2,000 pounds per sq.ft.and an assumed 8. All framing to be set plumb, level and accurately cut. or 3/8 wood panels. Draftstopping shall be installed parallel to the 10. FALL PROTECTION: b. 1/4"thick wood structural panels All other ducts shall be insulated to a minimum of R-6. Interconnection of Carbon Monoxide Alarms& Detectors: soil characteristic of sand, silty sand, clayey sand, silty gravel and floor framing members.The integrity of all draftstopping shall be In dwelling units,where�the top of the sill of an operable window opening c. 3/8"gypsum board Duct Sealin When more than one carbon monoxide alarm or detector is required to clayey gravel(SW, SP,SM, SC, GM and GC)unless a soil test analysis 9. All Joists and beams set flush with another beam shall be connected maintained. is located less than 24 above the finish floor and greater than 72 d. 1/4"thick fiber cement board g be installed within an individual dwelling unit or sleeping area,the Drawn By: f�/af '� All ducts,air handlers and filter boxes shall be sealed.Joints and seams shall be has been performed as per table R401.4.1 of the 2020 RCNYS. with a metal joist hanger designed to match the size of the joist/beam above the finish grade or other surface below on the exterior of the alarm devices shall be interconnected in such a manner that the actuation /,4 a.' C r unless specified otherwise on plans. 2. FIRE BLOCKING REQUIRED: building,the operable window shall comply with one of)following: Ignition barrier is not required when the foam insulation has been made substantially airtight by means of fastners,welds,tapes,mastics,gasketing of one alarm will activate all of the alarms iin the individual unit. M.A.M. /O\, �ti ,n I �>� 4. All excavations for concrete piers and footings shall be a minimum of Fire blocking shall be provided to cut off all concealed draft openings tested in accordance with NFPA 286 such as'Quick-Shield 112'or or other approved closure systems. /� �2,n\, a.operable windows with openings that will not allow a 4"diameter The alarm shall be clearly audible in all bedrooms over background noise , /, z g q, , },� v ,r 3 feet below finished grade unless noted otherwise on the plans. 10. Install double floor joists under all parallel walls above unless noted (both vertical and horizontal)and to form an effective fire barrier approved equal. Checked By otherwise on lans. between stories and between a to sto and the roofs ace. sphere to pass through the opening where the opening is on its Duct Support levels with all intervening doors closed. r^, ) P P rY P ,1, �-: , *1 largest opened position. Metal ducts shall be supported by 1/2 with 18 gauge metal straps or 12 gauge E 5. All backfill shall be clean granulsrr fill. Fire blocking shall be provided in wood frame construction in the 4. Insulation&Fenestration Requirement by Component quipment. M.A.M. � � ' �`-� ,r-�., 11. All joist han ers and fasteners that are in contact reservative treated followin locations: b.o erable windows that are rovided with window fall revention Refer to insulation schedule/sections or details galvanized wire at intervals not exceeding 10 feet or other approved methods. Carbon Monoxide alarms shall be listed, labeled as com I in with �� �i3z1 p�8 ., �/` 1 9 P 9 P P P PY 9 \y ., O Nonmetallic ducts shall be su orted in accordance with the manufacturer s 6. No backfill shall be permitted against concrete or masonry foundation lumber or exposed to the exterior shall be hot-dipped galvanized or devices that comply with ASTM F 2090. PP UL2034 or CSA 6.19. Carbon Monoxide detectors shall be listed and Job No. f�'- �`�, a. In concealed s aces of stud walls and artitions includin furred F E walls without floor framing or proper bracing as required to prevent stainless steel. P P g c. operable windows that are provided with window oipening control 5. Insulate around all window&exterior door rough openings with a low installation instructions. labeled as complying with UL2075 and shall meet the sensitivity testing I -- damage to foundation walls. No backfill shall be permitted within a spaces and parallel rows of studs or staggered studs; as follows: expansion foam insulation. and alarm thresholds of UL2034 or CSA 6.19. Carbon Monoxide alarms, 2128 , minimum of two weeks after pouring.The Contractor shall be 12. All shims under cellar/crawl space girders are to be steel shims. -vertically at the ceiling and floor levels. devices that comply with ASTM F 2090.The window opening Duct Separation control device:after operation to release the control device Ducts shall be installed with at least 4' se aration from the earth exce t where detectors and alarm control units shall be installed in accordance responsible for any damage to concrete or masonry wall. -Horizontally at intervals not exceeding 10 ft. 6. Air Leakage � p p Sheet Title : �/� allowing the window to fully open, shall not reduce the net clear with the R.C.N.Y.S. and the manufacturers installation instructions. V 13. Wrap all wood girders that sit in a concrete or masonry beam pocket The building thermal envelope shall be constructed to limit air leakage they meet the requirements for underground duct systems. opening area of the window unit to less than the area required Power Source. 7. All grading to drain surface stomp water away from foundation walls with soft flashing to prevent direct contact with the concrete/masonry. b. At all interconnections between concealed vertical and horizontal The sealing methods between dissimilar materials shall allow for ° by section R310.2.1. Ducts located in garages and ducts penetrating the walls or ceilings seperating the at a minimum rate of 5/o slope. spaces such as occur at soffit,drop ceilings and cove ceilings. for differential expansion and contraction. Refer to the air barrier and Carbon Monoxide alarms and detectors shall receive their primary power dwelling from the garage shall be constructed of a e ops in No.26 gauge sheet G e n e ra I Notes 14. No structural members shall be altered, omitted, notched,cut or insulation installation schedule. from the building wiring,where such wiring is served from a commercial ATTIC / C RAW L S PACE ACCESS metal or other approved material and shall not have opening into garage. 8. Stockpile topsoil for re-use, redia>tribute topsoil for final grading. relocated without prior approval by the Architect. c. In concealed spaces between stair stringers at the top and bottom of source and shall be equipped with a battery backup system that the run. Enclosed spaces under stairs shall have walls.under-stair surface 7. Eave Baffle. See Ventilation(note 5) Equipment Sizing. Heating and cooling equipment shall be sized in accordance with automatically provides power from one or more batteries when primary 9. Contractor to excavate all stepped footings as per plans and details. 15. When using dimensional lumber,there shall be not less than one line and any soffits protected on the enclosed side with a 1/2"gypsum board. 1. The Contractor shall provide attic access for any attic areas that exceed power is interrupted.Wiring shall be permanent and without a - B u i I d i n g Cod e of bridging at every 8 feet of span in floor, attic and flat roof framing. 30 sf,and have a vertical height of 30 or more.The rough framed with ACCA Manual S based he building loads calculated in accordance with ACCA The bridging shall consist of not less than 1"x3"lumber set diagonally d. At openings around vents, pipes, ducts, cables and wires at ceilings opening shall not be less than 22"x30"and shall be located in a hallway CLOTHES D RYE R EXHAUST Manual J or other approved heating and cooling calculation methodologies.New or disconnecting switch other than those required for over current protection. �+ in each direction and double nailed at each end or equivalent pre-fab and floor level,with an approved material to resist the free passage or other readily accessible location.Where the access is located in a replacement heating and cooling equipment shall have an efficiency rating equal to Listings. Req u re m e n is D RYW E L LS / SA IBJ I TA RY SYSTEM metal bracin of flame and roducts of combustion. ceilin minimum unobstructed headroom in the attics ace shall be 1. To be installed as per section M1502 of the 2020 Residential or reater than the minimum re uired b federal law for the eo ra hic location g' p g' p Code of NYS. g q y 9 9 P Carbon monoxide alarms shall be listed in accordance with UL 2034. 1. Drywells are to be located as per the drainage plan and shall consist 30" at some point above the access. where the equipment is installed. Combination Alarms. of concrete leaching rings(size as per plans)with concrete cover. 16. Provide continuous blocking under all posts down to the foundation, e. Spaces between chimneys and floors and ceilings through which 2. Clothes dryer exhaust system shall be discharged to the exterior. Manual J&S is required for any new or replaced heating or cooling equipment Drywells shall be set in clean sandy soil a minimum of 3ft above beam and/or column with similar post material as specified on plans. chimneys pass shall be fireblocked with noncombustible material 2. Access doors from conditioned spaces to unconditioned spaces such Combination carbon monoxide/smoke alarms shall be an acceptable round water. D ells are to be wra ed with landsca a fabric to secure) fastened in lace.The fireblockin of s aces between as attics and crawls aces shall be weatherstri ed and insulated to a 3. Exhaust ducts shall have a smooth interior finish and be constructed Programmable thermostat. Sheet Number : 9 My PP P Y P 9 P p PP of metal having a minimum thickness of 28 gage.The duct shall alternative to carbon monoxide alarms.Combination carbon rmonoxide/ . prevent soil intrusion. 17. Joists and rafters shall be limited to cuts and bored holes no deeper chimneys and wood joists, beams or headers shall be self-supporting level equivalent to the insulation on the surrounding surfaces.Access be 4"nominal in diameter. The thermostat controlling the primary heating or cooling system of the smoke alarms shall be listed in accordance with UL 2034 and UL 217. than 1/6 the depth of the member and shall not be located in the middle or be placed on strips of metal laid across the spaces between shall be provided to all equipment that prevents damaging or compressing dwelling unit shall be capable of controlling the heating and cooling 2. Drywells are to be connected with a min. of 4"dia. PVC sewer pipe to 1/3 of the span. Notch depths of the ends at the member shall not exceed combustible material and the chimney. the insulation.A wood framed or equivalent baffle or retaiiner is required 4. The maximum length of a clothes dryer exhaust duct shall not exceed system on a daily schedule to maintain different temperatures set points each downspout leader unless noted otherwise on plans. 1/4 the depth of the member.Holes bored into the joist shall not be closer to be provided when loose-fill insulation is installed,the purpose of which 35 ft.from the dryer location to the wall or roof termination. at different times of the day.This thermostat shall include the capability . than 2"to the top or bottom of the joist,and the diameter of the hole shall f. Fireblocking of cornices of a two family dwelling is required at the is to prevent the loose-fill from spilling into the living spaces when the attic The maximum length of the duct shall be reduced 2.5 ft.for each to set back or temporarily operate the system to maintain zone 3. Proposed sanitary system is to be installed as per Suffolk County not exceed 1/3 the depth of the joist.There shall be no notches on the line of dwelling unit separation. access is opened, and to provide a permanent means of maintaining 45-degree bend and 5 ft.for each 90-degree bend.The maximum temperatures down to 55°F or up to 85°F.The thermostat shall initially Department of Health Services code and as per approved permit. bottom side of the joists, beams and rafters. the installed R-Value of the loose fill insulation. length of the exhaust duct does not include the transition duct. be programmed by the manufacturer with a heating temperature set point r n in r in w n ENERGY/CONSERVATION BUILDING THERMAL ENVELOPE NOTES INSULATION SCHEDULE (thermal envel(Dpe) House ComR Value Insulation Insulation Moisture Air Barrier orient E p ( ) Thickness Type Barrier Sealing Detail Remarks 1. These plans are designed to be in accordance with the 2020 Residential Code of 8. Air Leakage: The building thermal envelope shall be constructed to limit air 12. Recessed Lighting: Recessed luminaires installed in the building thermal envelope NYS and the 2020 Ener Conservation Construction Code of NYS for a climate leakage. The sealing methods between dissimilar materials shall allow for shall be sealed to limit air leakage between conditioned and unconditioned New first floor system assembly 9Y Fiberglass zone of 4A. differential expansion and contraction. Refer to the air barrier and insulation spaces. All recessed luminaires shall be IC-rated and labeled having an air R-30 9'� Batts required A ,. leakage rate not more than 2.0 cfm when tested in accordance with ASTM E 283 Installation schedule. g 2. The interior design temperatures used for heating and cooling load calculations at a 1.57 psf pressure differential.All recessed luminaires shall be sealed with a shall be a maximum of 72° F for heating and a minimum of 75°F for cooling. 9. Testing: The building or dwelling unit shall be tested and verified as having an air gasket or caulk between the housing and the interior wall or ceiling covering. Perimeter rim joist around first floor leakage rate of not exceeding three air changes per hour.Testing shall be N Rer , 3„ Closed Cell A 3. All materials, systems and equipment shall be installed in accordance with the conducted in accordance Res-Net/ICC 3801 with ASTM E 779 or ASTM E 1827 13. Programmable thermostat: The thermostat controlling the primary heating or 7 per 1' Spray Foam i C manufacturer's instructions and the 2020 Residential Code of NYS and the 2020 and reported at a pressure of 0.2 inches w.g. (50 Pascals).Where required by the cooling system of the dwelling unit shall be capable of controlling the heating and code official,testing shall be conducted b an approved third art A written cooling system on a daily schedule to maintain different temperatures set points at Perimeter rim joist around second Energy Conservation Construction Code of NYS. 9 Y PP party. 9 Y Y P P floor R-21 Closed Cell report of the results of the test shall be signed by the party conducting the test and different times of the day.This thermostat shall include the capability to set back ll. 7 per 1" 3 Spray Foam B r n 4. Certificate: A permanent certificate shall be completed by the builder and posted on provided to the code official. Testing shall be performed at any time after creation or temporarily operate the system to maintain zone temperatures down to 55° F or a wall in the space where the furnace is located, a utility room or an approved of all penetrations of the building thermal envelope. up to 85° F.The thermostat shall initially be programmed by the manufacturer with New second floor system assembly /krch ' tact Batts location inside the building. Where located on an electrical panel,the certificate a heating temperature set point no higher than 70° F and a cooling temperature " Fiberglass for sound attenuation shall not cover or obstruct the visibility of the circuit directory label,service During Testing: set point no lower than 78° F. R-30 9 disconnect label or other required labels.The certificate shall list the predominant 1. Exterior windows and doors,fireplace and stove doors shall be closed, but not 14. Duct Insulation: All supply ducts in unconditioned attics shall be insulated to a 21 Main Street Stony Brook NY 11790 R-values of insulation installed in or on ceiling/roof,walls foundation (slab, P PP Y basement wall, crawl space wall and/or floor)and ducts outside conditioned spaces; sealed, beyond the intended weatherstripping or other infiltration control minimum of R-8. New exterior walls(2"x6") phone. 631 686-6585 U-factors for fenestration and the solar heat gain coefficient(SHGC)of fenestration, measures. interior R-13 3-1/2" Fiberglass A B C and the results from any required duct system and building envelope air leakage 2• Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall 15. Duct Sealing: All ducts,air handlers and filter boxes shall be sealed.Joints and Batts fax. 631 686-6786 testing done on the building.Where there is more than one value for each be closed, but not sealed beyond intended infiltration control measures. seams shall be made substantially airtight by means of fastners,welds,tapes, email. MMacrina@MMArchitectAIA.com component,the certificate shall list the value covering the largest area.The 3. Interior doors, if installed at the time of the test, shall be open. mastics, gasketing or other approved closure systems. N 2 exterior R-14 „ Closed Cell ABC web. MMArchitectAIA.corn _ certificate shall list the types and efficiencies of heating, cooling and service water 4. Exterior door for continuous ventilation systems and heat recovery ventilators 7 per V Spray Foam shall be closed and sealed. 16. Duct Testing: Ducts shall be pressure tested to determine air leakage by one of (6 These plans are an instrument of service and are heating equpiment. Where a gas-fired urivented room heater, electric furnace, or Space around exterior window/door the exclusive property of the architect. baseboard electric heater is installed in the residence,the certificate shall list 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. the following methods: P Infringements of the concepts and design ideas jambs required resented on these drawings"gas-fired unvented room heater","electric furnace"or"baseboard electric heater", 6. Supply and return registers, if installed at the time of the test, shall be fully open. p shall be prosecuted 1. Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 to the fullest extent of the law. Copyright 2022: as appropriate.An efficiency shall not be listed for gas-fired unvented room heaters, Michael Macrina Architect, pc. All rights reserved, r electric baseboard heaters. 10. Fireplaces: New wood-burning fireplaces shall have tight-fitting flue dampers or inch w.g. across the system, including the manufacturer's air handler enclosure if Penetrations around all pipes,vents low expansion spray ASTM E136 tested no part of the plans may be reproduced without electric furnaces o e doors,and outdoor combustion air.Where using tight-fitting doors on factory-built installed at the time of the test.All registers shall be taped or otherwise sealed ducts,wires throughout ceiling foam fire caulk-136 the expressed written consent of the architect. 5. Insulation and Fenestration Requirement b)r Component. Refer to insulation schedule. fireplaces listed and labeled in accordance with UL 127,the doors shall be tested during the test. Recommended Testing Agency: Integrity Home and floor levels by Everkem or equal and listed for the fireplace.Where using tight-fitting doors on masonry fireplaces, 2. Postconstruction test:Total leakage shall be measured with a pressure differential Energy Assessments: (631)325-4006 6. Eave Baffle: For air-permeable insulations in vented attics, a baffle shall be the doors shall be listed and labeled in accordance with UL 907. of 0.1 inch w.g. across the entire system, including the manufacturer's air handler Drawing Status installed adjacent to soffit and eave vents. Baffles shall maintain an opening equal enclosure. Registers shall be taped or otherwise sealed during the test. or greater than the size of the vent.The baffle shall extend over the top of the attic 11. Utility Room Containing Fuel-Burning Appliances: Where open combustion air insulation. The baffle shall be permitted to be any solid material. ducts provide combustion air to open combustion fuel-burning appliances,the 17. Li htin : Not less than 75 percent of the lamps in permanently installed lighting N Flat ceiling/roof appliances and combustion air opening shall be located outside the building fixtures shall be high-efficacy lamps or not less than 90 percent of the permanently R-42 Closed Cell 7. Attic and Crawl Space Access Hatches ands Doors: Access doors from conditioned thermal envelope or enclosed in a room, isolated from inside the thermal installed lighting fixtures shall contain only high-efficacy lamps. Exception: A duct C 7 per 1" 6 Spray Foam C spaces to unconditioned spaces such as attics and crawl spaces shall be envelope. Such rooms shall be sealed and insulated in accordance with the air leakage test shall not be required where ducts and air handlers are located Issue fo IA weatherstripped and insulated to a level equivalent to the insulation on the envelope requirements of Table N1102.1.2,where the walls,floors and ceilings entirely within the building thermal envelope. A written report of the results of the '� surrounding surfaces.Access shall be provided to all equipment that prevents shall meet a minimum of the basement wall R-value requirement.The door into test shall be signed by the party conducting the test and provided to the code damaging or compressing the insulation.A wood-framed or equivalent baffle or the room shall be fully gasketed and any water lines and ducts in the room official. U struction retainer is required to be provided when loose-fill insulation is installed,the purpose insulated in accordance with Section N1103.The combustion air duct shall be Co s1 of which is to prevent the loose-fill from spilling into the living space when the attic insulated where it passes through the conditioned space to a minimum of R-8. 18. Building framing cavities shall not be used as ducts or plenums. access is opened, and to provide a permanent means of maintaining the installed 19. Mechanical System piping insulation shall be capable of carrying fluids above 105° R-Value of the loose-fill insulation. F or below 55° F with a minimum of R-3 insulation. Window/ Door Type (U) Factor S.H.G.C. Remarks to 0 Double Hung Windows TYPICAL INSULATION DETAILS 0 30 °30 Dates Q Casement Windows 0.30 0.30 4/8/22 Issued for Construction -- --- - rooff deck- -- - Awning Windows 0.30 0.30 8/15/22 Revised Site Plan Revised as per 10/19/22 Trustees 0 Hinged Doors p 0.30 0.30 plywood sheathing Sliding Doors 0.30 0.30 Skylights N/A N/A - If Air Barrier Sealing is required, refer to air barrier& installation schedule below. typical ceiling insulation N - See Typical Insulation Details, same sheet (see insulation schedule) `' typical exterior wall insulation (see insulation schedule) 0 No. Date Description (ri" Z Typical Flat Ceiling Project : Insulation Detail Air Barrier and Insulation Installation Schedule Table N1102.4.1.1 (402.4.1.1) - - Proposed 1-1/2" - 1 -o Component Air Barrier Criteria Insulation Installation Criteria A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall not be used as a sealing material. Addition f typical exterior wall General Requirements The exterior thermal envelope contains a continuous air barrier. insulation Breaks or joints in the air barrier shall be sealed. For (see insulation schedule) The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceiling/soffit shall be aligned with air J :._; insulation and any gaps in the air barrier sealed. barrier. second floor typical siding Richard Ceiling/Attic - Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. plywood sheathing & Gina The junction of the foundation sill plate shall be sealed. Cavities within comers and headers of frame walls shall be insulated ;s The junction of the top plate and the top of exterior walls shall be by completely filling the cavity with a material having having a thermal " perimeter rimjoist sealed. resistance of R-3 per inch minimum. Bonati throughout second floor Walls Knee walls shall be sealed. 3 (see insulation schedule) 3'_ The junction of every stud,top plate&shoe plate to exterior sheathing Exterior thermal envelope insulation for framed walls shall be installed shall be continuously sealed in substantial contact and continuous alignment with the air barrier. 1315 WaterSedge Way The space between window/door iambs and framing, and Southold, NY typical exterior wall Windows, skylights P j g, Insulation and doors skylights 9 sk l hts and framing shall be sealed. (see insulation schedule) fir Rim Joists Rim joists shall include the air barrier. Rim joists shall be insulated. ' Jurisdiction Typical Second Floor The air barrier shall be insulated at any Floor framing cavity insulation shall be installed to maintain permanent Floors including exposed edge of insulation. contact with the underside of subfloor decking, or floor framing cavity Town of Southold EB insulation shall be permitted to be in contact with the top side of above garage and sheathing,or continuous insulation installed on the underside of floor Insulation D eta i I cantilevered floors framing; and extends from the bottom to the top of all perimeter floor Suffolk County framing members. Exposed earth in unvented crawl spaces shall be covered with a Class I Where provided instead of floor insulation, insulation shall be Drawn By: - Crawl space walls vapor retarder with overlapping joints taped. permanentle attached to the crawls ace walls. P Y P M.A.M. N, til A: yid typical exterior wall Duct shafts, utility penetrations,and flue shafts opening to exterior or Checked By: insulation(see insulation Shafts, penetrations schedule) unconditioned space shall be sealed. M.A.M. �•\ Batts in narrow cavities shall be cut to fit,or narrow cavities shall be Job No. �' 266,,/ Q ' filled b insulation that on installation readily conforms to the available ` -- �0 first floor typical siding Narrow Cavities Y y ------ ----- -_____ cavity space. 2128 plywood sheathing �/. �/�/ Air sealing shall be provided between the garage and conditioned Sheet Title Garage Separation spaces. P typical first floor rim joist Energy Notes insulation Recessed light fixtures installed in the building thermal envelope shall Recessed light fixtures installed in the building thermal envelope shall Recessed lighting : . (see insulation schedule) be sealed to the drywall. be airtight and IC rated. J r` `X- Batt insulation shall be cut neatly to fit around wiring and plumbing in Insulation Sch. Plumbing and wiring exterior walls, or insulation that on installation readily conforms to typical floor insulation ``?��� - Insulation Details typ ;_`: available space shall extend behind piping and wiring. (see insulation sch.) The air barrier installed at exterior walls adjacent to showers and tubs Exterior walls adjacent to showers and tubs shall be insulated. Shower/tub on exterior wall shall seperate them from the showers and tubs. grade Electrical/phone box on The air barrier shall be installed behind electrical or communication exterior walls boxes or air-sealed boxes shall be installed. Sheet Number HVAC register boots Typical First Floor HVAC register boots that penetrate building thermal envelope shall be sealed to the subfloor or drywall. 2 Insulation Detail When required to be sealed, concealed fire sprinklers shall only be sealed in a manner that is recommended by the manufacturer. Concealed Sprinklers Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. (2)2"x6"treated NOTE To of wall sill plate Concrete to be to align with 3,000 psi min. NOTE 'T': sill seal insulation exist'g (see note'T') General Contractor is to Adjust the coated copper '7 waterproof foundation to existing Exact Height of the New Fnd. Wall termite shield top of foundation to Align the align with ex. 16'-6j" e New 3/4" Plywd. Subfir. anchor bolts (s pin foundation to existing with the Existing Subfloor. anchor bolt detail) co'- E 2' 2 2'-8" 11'-8" 1 (see detail, same sheet) • 75' setback line 8"thick poured concrete--'-+ f M i from bulkhead foundation wall iF waterproofing to grade- 16"x8" 200 16"x8" F vent I ��l -----------\--- ---------------- -------------------------- 6mil polyethelyne— I vapor barrier +i F----------------------I----------------- existing existing 2"Screed Coat /krch ict 8 window window 21 Main Street Stony Brook NY 11790 OJ i ---------------(11 0/ 1 1' i o 0) —]--Align bottom of footing phone. 631 686-6585 C94 / I '* I M C: compacted clean fill 6"wide x 7" all C� T with existing footing fax. 631 686-6786 �j/ x 4"deep beam (min. of 36"below grade) email. MMacrinaCa)MMArchitectAIA.com i-- - C) pocket C14 web. MMArchitectAIA.corn Cq 0 Existing (0 post girder down 0 (2)#4 Rebar 36"min These plans are an instrument of service and are new = I "W-..0 to foundation co Crawl Space below grade the exclusive property of the architect. 04 Infringements of the concepts and design ideas a) (3)*4"A/2"Ivl I /r — 3: 10 E4-- 16 0 alig.n with presented on these drawings shall be prosecuted low beam I L C6 ±6'-4"ceiling h -0 existing to the fullest extent of the low. Copyright 2022: 1 H >� I C Michael Macrina Architect, pc. All rights reserved, V Proposed no part of the plans may be reproduced without the expressed written consent of the architect. SLAB NOTE Crawl Typical Crawl Space ..' I N 4"Poured Concrete Slab _1 7., Space remove existing window over 6 mil. polythelyneva por I C11 1 retarder(lap joints as required) I and saw-cut foundation Foundation Wall Detail Drawing Status ±6'-4"c1g. ht.] -co i down to slab for crawl on a 4"base course of match ex. space access compacted sand to 95% 8-1 Relative Density. I- 14 15-101" ---------------------- Instal.1 a 1/2" Premolded 1 2 - -- ---------------------- ---------------------- - --------------------- ----------------------- ------------------------------ xpansion Joint at Perimeter. I Ao L---------------------------------------- (slab area approx. 242 s.f.) 6'-0" o.c. 6" min. Issue fo ----- ------------------- 12" max. r 00 TYPICAL F(J] TYPICAL X Lill Istrumlon SPACING CORNERS a • pin foundation to existing E &,o T— new flush I 11� cp 3: 1 (see detail, same sheet) (2)1 Y4"x9Y2"MI I LO CD 0- 0 (0 IK rim joist -H I over opening C� D ----waterproof foundation to existing 0 'Simpson'BPS%-3 I hot-dipped gaiv. E 0 co 04 L---------' pressure treated 3"sq. Washers& Ca �601 I staircase C6 End Nut Setup L Dates Top of wall (2)2"x6"P.T. sill plate 4/8/22 Issued for Construction down 14" L------- to match existing -0. verify in field for 8/15/22 Revised Site Plan 4 8-1 oil tank oil tank T a lower height E _U 10/19/22 Revised as per Trustees 5/8"dia.Anchor Bolts C� T 10'-21" 12% E adjust these two dimensions 16'-61" 2 to utilize existing bilco door 2 poured concrete foundation wall UTILITY SERVICE NOTE: T Anchor Bolt DUL. General Contractor Shall Not -Fc:) scale Locate & Stake Out All Proposed Foundation Plan Exist'g Utilities Prior to C: S 1/,4" 1 •-0" 0 0 Z Any Excavation. The Utilities a) No. Date Description U) The No.Instructions of the New 0 W Shown on Plan are 0 3: PLAN Foundation Wall to the Existing Foundation 7 Approximate Locations Only. X M FOUNDATION PLAN LEGEND: 0 .0 O .S Wall are as Follows: Project rL CL.Ln plan north -R L__—__---------------J CL X Typical Foundation Wall --------------- 4) 1)Clean the Exist'g Foundation of any Soil - on Footing Exist' New A 0 adjacent to the new Foundation Wall. 0 41 top of wall (0'-0")datum --------------- Proposed Lower or Raise Top 2) Drill a Hole at 12"o.c.Vertically, Large of Wall(see plan) or or enough for a#5 Rebar. Addition 3) Install (1)#5 Rebar in each Hole& Set w/ Poured Concrete Footing Epoxy Mortar. FASTENING SCHEDULE Table R602.3(11) of the 2020 RCNYS and Column ELEVATION For NOTE. This schedule does not include nailing for metal framing straps 4) Extend each Rebar 12"min. into the New (see section for strapping and requirements section for rough opening framing requirements). Poured Concrete Foundation Wall. All nailing is a general specification it applies unless noted otherwise. Poured Concrete Pier and Wood Post Joint Description No.of Nails Nail Spacing Concrete Foundation Richard ROOF &CEILING FRAMING Detail Symbol Connection Detail Rafter to Top Plate (toe–nail) (3) 10d common Per Rafter A5.1 Ceiling Joist to Top Plate (toe–nail) (3) 8d common Per Joist C15 Not -Fc:) & Gina Ceiling Joist to Parallel Rafter (face–nail) (6) 16d common Each Lap Ceiling Joist lops over Partitions (face–nail) (3) 8d common Each Lop Collor Tie to Rafter (face–nail) (3) 10d common Each End Ronati Blocking to Rafter (toe–nail) (3) 8d common Each End CONCRETE NOTES: Rafter to Ridge Board (end–nail) (2) 16d commonj Per Rafter RPS28 PSPN516Z 61 MSTC52 1. Foundation walls are to be a minimum of 3,000 psi, unless noted 1315 Watersedge Way WALL FRAMING • otherwise on plans. Southold, NY Top Plate to Top Plate (face–nail) (2) 16d common 16" oc 2. All concrete work shall comply with the requirements of the American Top Plates at intersections (face–nail) (4) 16d common Joist–Each Side Concrete Institute(ACI)and the 2020 RCNYS. Stud to Stud (face–nail) (2) 16d common 24" o.c. Jurisdiction Header to Header (face–nail) 16d common 16"o.c. Along Edges 3. All concrete shall be air-entrained. Total air content(percent by volume Top of Bottom Plate to Stud (end–nail) (2) 16d common Per Stud of concrete)shall not be less thasn 5%or more than 7%. Town of Southold Bottom Plate to Floor Joist, Bond Joist, 4. Garage slabs, carport slabs, exterior steps and porch slabs are to be (2) 16d common Per Foot End Joist, or Blocking (face–nail) a minimum of 3,500 psi. Suffolk County PIPE FLOOR FRAMING TER OR /t 5. The nominal maximum size of coarse aggregate shall not exceed Joist to Sill Top Plate or Girder (toe–nail) (4) 8d common Per Joist one-fifth the narrowest distance between forms or three-fourths the Bridging to Joist (toe–nail) (2) 8d common Each End CA clear spacing between reinforcing bars or between as bar and the side Drawn By: Of the form. D w (2) 8d common Each End M.A.M. Blocking to Joist (toe–nail) 0., 6. Forms shall be made of wood, steel, aluminum, plastic, a composite of Blocking to Sill or Top Plate (toe–nail) (3) 16d common Each Block SS1.5 U) M Ledger Strip to Beam (facenail) (3) 16d common Each Joist CM NS1 cement and foam insulation,or other approved material suitable for Checked By : �'Qr cc supporting and containing concrete. Forms shall provide sufficient 2 strength to contain concrete during the concrete placement operation. Joist to Ledger to Beam (toe–nail) (3) 8d common Per Joist M.A.M. NS1 < Bond Joist to Joist (end–nail) (3) 16d common Per Joist 0 % Form ties shall be steel, solid plastic,foam plastic, or other suitable a " tu 0 Band Joist to Sill or Top Plate (toenail) (2) 16d common Per Foot material capable of resisting the forces created by fluid pressure of Job No. 2 00 freshly poured concrete. ROOF SHEATHING R • 2128 N X_ 0 Structural Panels (see zone diagram) (D NS1 7. Do not pour in temperatures less than 40 degree weather, nor when W < > freezing conditions are expected in less than 24 hours. Sheet Title Interior Zone 8d common 12" o.c. HS 2- S Perimeter Zone 8d common 6" o.c. 8. Install'Tuff-N-Dry'exterior foundation waterproofing system or U _Y LINES' Gable Wall Edge Zone 8d common 4* o.c. 0 approved equal unless a different product is specified in the plans. Exterior foundation waterproofing system is to be installed from F o u n tion Plan CEILING SHEATHING > HS 2-3-S )S1.! bottom of footing continuously up to the finished grade line. Gypsum Wallboard 5d coolers 7' Edge 10" Field NS1-1w- ELECTRICAL WIRING 9. All footings are to be reinforced with rebar as per details in the plans. WALL SHEATHING 0 Structural Panels 8d common 12* Field 10. Contractor shall provide and install all cast in place anchor bolts, hold 6* Edge 0. NS1 :"- LOAD BEARING WALL (with H down straps, basement sashes, crawl space vents, etc. as per plans. Garage Door Portal Openings 8d common all framing PSPN516Z C Chase) Yoc into MSTC52 Gypsum Wallboard 5d coolers 7' Edge 7" Field PSPN58Z • Structural Panels FLOOR SHEATHING (Subfloor) RPS28Z Sheet Number 1" or Less 8d common 6" Edge 12" Field Greater than 1" 10d common 6" Edge 6* Field Plumbino , Electrical & HVAC Protection Guards :n (see C TYPICAL C SPA� _J not tc) scale Braced Wall Panel required uplift force as per A Construction Assembly Methods Table R602.10.4 Of the 2020 RCNYS table R802.11 of the 2020 second fir. BWL 1 KBWL 2 END Method CS-WSP: (continuously sheathed wood structural panels) , RCNYS = 277 pounds (8) 8d Nails LENGTH " ( I " •Exterior sheathing min.1/2"plywood) CUT 4'-0 9_0 4-0 g( attached with 8d common nails •,, SIMPSON STRONG-TIE Q LENGTH offset spacing between BWL 1-2 offset (0.131"shank x 2.5"long)at 6"oc at the edge and 12"oc in the field and ,. 'CS20' Coil Strap �N • Interior gypsum board attached as per table R602.3(1)with 1-1/2"galvenized Over every Stud roofing nails or 1-5/8"screws type W or S at 7"oc at the edge and in the field. (1,030 pounds) 16'-6 (see details,this sheet) $$6" $'-O` 115" Method GB: (gypsum board each side) M i C CLEAR •Gypsum Board fastened at 8"oc at the edge and in the field for nails and 16"oc for screws. SPAN Nails to be 13 ga.1-3/8"long 19/64"head,0.098"dia.,1-1/4"long annular-ringed, �' 2.2'wide B.W.P I continuous(3)2"x10"Hdr. I Existing 5d coolers or gypsum board nails 0.086"dia.x 1-5/8"long 9/32"head. KAa n .-Pa (method CS-WSP) CXW1 F(2) CXW16 (2) CXW16 (2) C W162.2'wide B.W.P Landing Screws to be 1-5/8"type W or S. p pEl 11 Method GB on exterior walls-spedfied drywall on interior side with typical plywood sheathing Y\■ Ch iteCt (5) 8dx1-1/2" Nails first floor temp. I. ast temp.gl. 2os temp.gl. os to p.gl. (method CS-WSP) onexteriorsidefastened ll pertypicalnailingschedule. to rafter ° ° (2) 861-1/2' Nails LEEND NGTH �p Braced Wall Legend : 21 Main street Stony Brook NY 11790 to plates I °n' I I / (8) 8d Nails v r- 0 SIMPSON STRONG-TIE Q m ° I I ' I " phone. 631 686-6585 k1i align floor I�-4-2 --rte Indicates spacing between braced wall linesH2A at each rafter N fax. 631 686-6786 (575 pounds) m I • ) IT c J - email. MMacrina@MMArchitectAIA.com 00 co N to I I c, Indicates braced wall lines (5) 8dx1-1/2" Nails m �N 0 the floor )i(I o F remove existing window m web. MMArchitectAlA.com to stud First Floor o o r to Second Q = rnl I rn These plans are an instrument of service and are Roof Rafter to Plate c I Existing - - - - - - Indicates braced wall panel the exclusive property of the architect. S 1 to Wall Stud Detail Floor Wall Stud Detail X E I o New NI II X X _ Infringements of the concepts and design ideas = cV U I I recessed C) 6 axil I N Great Room presented on these drawings shall be prosecuted pump B,W,P, braced wall panel to the fullest extent of the law. Copyright 2022: 0 I i heat um N m m I I = cassette in clg. -', Sun Room Michael Macrina Architect, pc. All rights reserved, r C4 X0 o I I i locate rafters N ' I t8'-1"ceiling height no part of the plans may be reproduced without I I - Category V indicates holddown the ex -0 0 1 I to to accomodate �, g ry I pressed written consent of the architect. plate 0) c I 1 Ur11t �- O (8) 8d Nails (4) 8d Nails If cripple studs are utilized over M o X L--' rn ±8'-l"ceiling height o- I First Floor Plan Braced Wall Calculations Q / header,then provide one CS18 0 0 a) ani to match existing m I S.D. n a) m Drawing Status : SIMPSON STRONG-TIE strap from top plate to cripple stud Q N o ■,-01 Schedule as per 2020 RCNYS, section 602.10 N CS20 Coil Strap \ header &from cripple stud to header � `"N o 0 c I C.M. Code over every stud J _ _ 1 cD _ 3 a) Braced Wall Line A B 1 2 (1,030 pounds) 00 a ;:r 1 I section (8) 8d Nails m X E 5 " o6 I table U o 16'-1" I I Bracing Method stable a Cs-WSP CS-WSP CS-WSP GB (8) 8d Nails o I Existin existing Min.Panel Length table 27" 27" 27" 48" kor I I _______-- g fireplace I _ 602.10.5 ssue SIMPSON STRONG-TIE �r o = Rim Joist 'CS18' Coil Strap I ,�) I Laundry I Braced Wall Line Spacing per 9' 9' 9' 91 (8) 8d Nails over every jack & king stud I plan d.w. Existing closes I table ^ ,. ■ - - Required Bracing Length a' a' a' 7.s' o n \ 1 (2) 8d Nails N c tinuous(3)2"x10" Hdr. --------- ex. ex. 602.1 3(l) \VVj VV putil wrap under °V (8) 8d Nails 2 2 2 2.2'wide B.W.P P a 2.2'wide B.W.P CX 16 2xs C W16 2x6 CXW16 2x6 CXW16 rn3 ItC en Q W.M.w.m. d er sill plate I I (method CS-WSP) temp gl.past to p.gl. post to temp _o (method CS-WSP) Wind Adjustment Factors so21o�st2) I Provide strap for R ex. 36"wide t8'-1"ceiling height each jack stud when 1" �3 sink stove 1. Exposure category 1.s 1.s 1.s 1.s IIS II multiple jack studs $ 6 $ 02 oven 2. Roof eave to ridge height 9 9 III�II I are required 16'-6 1" existing SII IIIII� . : FILLER BLOCK 2 closet 3. Wall height 9 9 9 9 relo ed relocated O O ex. ref. a. Number of BWL per diredio 1.00 1.00 1.00 1.00 rim joist relocated A/C nit A/C unit .000 ------------ 5. Additional holddowns n/a n/a n/a n/a I (8) 8dx1-1/2" Nails bilco door --�i- Dates IIIIII III o ' (8) 8d Nails ONE 16d ; - d i 6. Gypsum omitted n/a n/a n/a n/a TO FILLER A �_� I 7. Gypsum board fastening n/a n/a n/a n/a 4/8/22 Issued for Construction BLOCK �,�+ j I average adjustment factor 1.1 1.1 1.1 1.1 `� THREE 16d - e 'rl9 o ; i 8/15/22 Revised Site Plan Wall Stud to /4 Jack Stud at TO FILLER b�oi�Yer Existing Existing S Rim Joist Detail Header Opening 16d BLOCK Foyer p g STAGGERED Utility Bathrm. #1 I -Y- I Adjusted Braced Wall Length 4.4' 4.4' 4.4' 8.4 10/19/22 Revised as per Trustees 12°O.C. I i VERTICAL Space t$'-1" I open i Bracing Length Provided a.a' 4.4' 4.a' 8.4' Ex. clg. ht. , to above Landing H1NI I I Compliance(pass/fail) pass pass pass pass plan north ° THREE 16d Second Floor Plan Braced Wall Calculations 10d TOE- TO FILLER - Schedule as per 2020 RCNYS, section 602.10 BLOCK Pro osed First Floor Plan NAILED p Existing Braced Wall Line Code A B 1 2 TO SOLE 1/4•• = I.-O•. Landing SHOE Bracing Method table CS-WsP cs-WSP CS-wsP CS-WSP 602.10.4 Min. Panel Length table 24" 24" 24" 24" 602.10.5 No. Date Description Braced Wall Line Spacing peer 9' 9• 9' 9' Project A Required Bracing Length 602.11le 0.3(1) 2.5' 2.5' 2.5' 4.5 yp A-3 HEATING NOTE j table Proposed DetaII oft ical► BWL 1 BWL 2 WindAd'ustmnt �rs oso2.1o.3(2) exterior corner post Note to Building Department : Exposurecategory 1.6 1.6 1.6 1.6 Overflow drains & scuppers are not not to scale , " I I , " New addition heating &cooling with be suppied 2. Roof eave to ridge height •9 •9 9 9 Addition 4-0 g�_0- 4-0 by a new ceiling recessed heat pump. 3. Wall height .9 .9 .9 .9 required because the roof perimeter offset spacing between BWL 1-2 offset 'Mitsubishi' MLZ-KP09NA (9,000 btu)with a 4. Number of BWL per directior 1.00 1.00 1.00 1.00 is level with roofing to allow for overflow. There are no parapet walls proposed. A 16'-61 SUZ-KA09NA2 outdoor unit placed on roof. 5. Additional holddowns n/a n/a n/a n/a 6. Gypsum omitted n/a n/a n/a n/a F o r I " I A-3 $-6 8,-01" 7. Gypsum board fastening n/a n/a n/a n/a 16'-61" average adjustment factor 1.1 1.1 1.1 1.1 wall below 3'wide B.W.P 1 continuous(3)2"x10"Hdr. I Richard 36"tall railing method CS-WSP = 2 (2 Adjusted Braced Wall Length all four sides 6"overhang--,, ( ) , CXW155 2x6 CXW155 2x6 CXW155 3'wide B.W.P j 9 3' 3' 3' s' rn egress post egress post egress - (method CS-WSP) Bracing Length Provided a' s' s' 11' Gina- - - - --ellCompliance(pass/fail) pass pass pass pass - Roof Deck - I - I 52" 1 -Provide artificial__ i _ i m o 10 ( I 16'-1° I 75 a--I Existing existing FLOOR PLAN LEGEND Bonati lighting and power -I - I o -1 ao Bathrm.#2 closet G -- I ( ---- ------------- ------------------------------------- ------ ----------------------------------- -U-)._-_ _thoughout roof deck I o I a):a) -t 0O _ _ _ a)0 1 e ocate 1315 Watersedge Way � - I 0 ;a� ; - - _ 6I�2 mBedrm. 3 I 3 1 t8'-1" I- STRUCTURALPOST 00 x a, I wood floor to clg. ht. o ® Southold, NY -C I o= Q d Existing wins ` mat min. 2 2x6 unless noted > - -- - - a)I �, m - o 0. = v I sting 1 ri s otherwise s ch existing o - - - - (U1 m. I o railin around I on Ian - a` jog 9 o -�oN r--n M o' ng P m _ -_- N l - --_- v X C I I 9'-1"ceiling height I N a existing a� 0 existing shed roof m x N n � M � S.D. 3 ` - I °'o - N ul a) I I a) closes Bedrm. 2 NEW FRAMED WALL rid a N ` _ _ ^ `r) N I ec ssed .- 1 S Jurisdiction 0 0 -�t - direction of I .- a o a) o 0 r I I - existing - I i heat um } - -- I - 0 t8-1 ceiling hei ht closet roof pitch below t=I a - a, a) r` �' - I I - 0 9 9 __ , -__ I 0 13 o X a) I I cassette in cl I I TALLER/LO WALL or ' r.: 3 -- --- -pitch to gutter � a I -.�I o a)-- v 0, locate rafters rn rn �" - -- x 0 0---o I&� - rn = i 1 x 3 - I existing (refer to sections R Town Of Southold - - _ i�- . M � c m w x L--� to accomodate as o I s °' E �N a I unit I `° closet Master er -- I Suffolk County - - - Co T31 CL - - o �,t a c _ un N �, scissor pull-down �I I Bedroom ABOVE SUBFLOOR A.S.F. - .Qom' - - i v I- �( a `� tair to be selected rn - tom ROOF Deck COr1StrUCtlOn -- ;/ - - - - I o fl X rn g p al' floor S.p. N remove S.D. LED light---------[I -- I - J U m New I door t8'-1"ceiling height SOFFIT ABOVE/WALL 5/4"Decking to be selected with _,�-___- _: -_ -=oh curb __- - �l�- - - - 1 (2)13/4'x 9Y2"Ivl header I I ;,, existin CABINET ABOVE Drawn By: -.. -- - - - Hall closes - - -� ;. .._ - 316 stainless steel hidden fasteners - -; - m = r- ------------------,I 30"x80" C.M. -H C.M. ; BRED 4-6" i (2)2"x6"Hdr I n \ be set level over tapered 2"x P.T. --,'- _ - 1 _ "� 9 M.A.M. /� �A Sleepers at 16"cc over 4'=��°__ 8'-0" M 4-02---- o00 I ; roof hatch J i TECO= INSTALL SIMPSON STRONG I h above it ----- patch wall at ex. _ - TIE JOIST HANGER a pitched EPDM Roofing System �� -- roof hatch o I _ I I P. o Checked By: (Pitch to each side toward gutters) ' _ - _ - -- I IL_--_ --------------rl windowopenivej�,Uex. i S.D. D� *1' - - - - --- ---N - --- ---- h D. o furnace i M.A.M. 1 CY) EXHAUST FAN min. 100 cfm to be - - (� �6"overhang-,/ (3) "x10" Hdr. N 2 1 (3)2"x10"Hdr. N Q vented to exterior) r. 3'wide B.W.P CXW155 ( ) 3/a"x 9Yi'Ivl c'� 3 -- ------------------ 12 1 CXW155 = ©----a Ne ----------------- �,�i i\\------- S.D. Job No. r'' �fi E�yp/ 16'-6-" header a) _ a v I I i i N Typical Exterior Railings 2 (method CS-WSP) `"' ' Storage Hardwired/Interconnected 2128 wall below , " , " 3'-01" 0 _ 3 W I I �� �' i i �� smoke detector 30"x96"thermally A 2'wide B.W.P 3-6 10-0 2 N i i i I i i I C.M. Sheet Title Cable Railing System broken roof hatch (method CS-WSP) c c I I "Inset I 1 I I I I Hardwired/interconnected Mfr:AGS stainless, inc. with electric opener A-3 16'-62" i i e:x.bedroom#3 i i 0 I i i I carbon monoxide detector or approved equal Acudoe RHG Galvanized I I - --.---- 2 wide B.W.P I I --, 1 i Thermostat T Floor Plans (888)842-9492 Electric Actuation Roof Hatch (method CS-WSP) l I existing I i 0 agsstainless.com model EG3804(30"x96") i I I closet o sales person:Allen (ext. 220) with 3" R-18 insulation I I I 1 Details Model: Rainier-stainless steel cable railing WWw.acudor.com A O ' 1 1 Top Rail:flat top rail-no stem reducer A-3 I 1 I I Existing NOTES Bathrm. #3 Attachment:Top mount post Proposed Proposed I I I - 1. See sheet G-2 for insulation specifications. Finish:standard brushed stainless or powder coat Roof Deck Plan Second F I o o r Plan I i i I open I clg. ht. ' to be determined , , I5 to below I I i 2. Install all smoke detectors throughout home as required by Color:to be determined 1/4°° - 1 ._0.. 1/4•' _ •-O•' i i the 2020 RCNYS, sect. R314 and noted on sheet G-1. Sheet Number : Height: 36" plan north I I 11-------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 3. Install all carbon monoxide detectors throughout home as required by the 2020 RCNYS and noted on sheet G-1. • plan north 4. See sheet G-1 for general construction specifications. = 2 New Cupola(see details on sheet A-4) - - - -- z� X r proposed 36"tall cable railing continuous blind metal flashing (see specifications) I M [ffl . i E ``' iO tape top of metal to sheathing Arch itoct 21 Main Street Stony Brook NY 11790 continuous u ter to match explate height ex. plate height- 5/4"x10"Trim Board existing g . g phone. 631 686-6585 Ll - 1"x6"'Azek'%2 x 5'/z"bead-board siding fax. 631 686-6786 over henry blu skin (VP100) email. MMacrina@MMArchitectAIA.com over plywood sheathing web. MMArchitectAIA.com ` These plans are an instrument of service and are 5/4"x6"Trim Bards � � the exclusive property of the architect. : Infringements of the concepts and design ideas -H of -H presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2022: 41 ami Michael Macrina Architect, pc. All rights reserved, s no part of the plans may be reproduced without Existing Overhang the expressed written consent of the architect. 5/4"x6"Tapered °' Beyond Cap ripped to size 'u second floor subfloor _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ zse_cond floor subfloor ex. plate height_ `� v _ex. plate height Drawing Status NE _ match existing N align cornice moulding M match existing _ frieze board _ 1/2"sheet material -1Issueo.. for continuous lea coated recessed panel oo +l 00 copper cap flashing -H tape top of metal to sheathing four sides\ 2"thick bluestoa cap 5/4" 6"trim all - Cov% struction ----------------------- -- --- ==�l L==A L==J first floor subfloor _ _ _ _ _ _ _ _ _ _ _ _ __-_ - _ _-_ - _ _-_ - _ _-_ - _ _ - - _ _ _ bfloor Thin stone ven er _ _ _ _ _ s _ -�- '�_�� to be selected cver 4 m !� _ !�_ _ ice&watershiel - _ ! - - o - underla yment - Dates Crawl space vent 4/8/22 Issued for Construction Proposed Rear Elevation Proposed Left Side Elevation 8/15/22 Revised Site Plan 10/19/22 Revised as per Trustees New Cupola(see details on sheet A-4) No. Date Description proposed 36"tall cable railing Project 1 Roof Deck (see specifications) A-4 Proposed proposed decking to be selected with 316 stainless steel hidden fasteners Addition ex. plate height- For overhang Relocated � r Richard Bedrm. #3 0 00-0-H 0 & Gina a r plywood subfloor Bonati �> (align with existing) second floor subfloor V 1315 Watersedge Way ex. plate height_ ^ t�y�'Yk '`fY'1 \'�/�iy/�V�%y�' /� tis Southold, NY 5/4"x6"trim all four sides \ \ \ \ New 0' t Jurisdiction o�X n Room =s co Town of Southold 1/2"sheet material (0-0o 0 recessed panel s E plywood subfloor o Suffolk County o (align with existing) first floor subfloor Drawn By i / /i = _ i� :� i/ /• , I1!`-zl,i y J 1T1 / �, I /%/ `i 1•/ /ii i ------ V'6 A fY`-\Y1 - ._�� �1��� � �k��: x� t.y.._Y_�'_x.X.�Ya� )'1v1�`� �15 re-use existing bilco door - -_ - M.A.M. adjust height and size of - 44, ,1 o+ foundation wall in field Checked By'r 1 ,i fr,y r,� New ` - �- _ t X M.A.M. Crawl Space ':- I s-C 4.312t3 - rJ R" i Job No. crawl space slab -H NEv` y Proposed Front Elevation (align with exist' 3 o 2128 / - 1/4" = 1 '-O" Sheet Title Elevati ns EXTERIOR TRIM BOARDS FLASHING Proposed Section - Section Material For all Horizontal Wall to Roof Intersections, 1/4" = 1 '-O" All Exterior Trim Boards are to be'Versatex'or equal. Install Aluminum Coil Flashing. Installation For all Sloped Wall to Roof Intersections, Install as per manufacturer specifications: Install Aluminum Step Flashing. -Install 2 fasteners per every framing member All Window Drip Caps to be Aluminum. for trim board applications. Sheet Number -Install over flat, solid substrate. -All Joints are to be Glued with'Versatex'adhesive -Utilize 316 grade stainless steel fasteners where necessary -Cortex screw&plug for all trim boards 2"x8"R.R.at 16"oc ----------- --- ----------- r ------------- ----------- `, c , r1 rlca � I Arch itect 21 Main Street Stony Brook NY 11790 House Ridge 12 House Ridge Below ! �8 Below `uWJ phone. 631 686-6585 fax. 631 686-6786 email. MMacrina@MMArchitectAIA.com web. MMArchitectAIA.com These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted " ; to the fullest extent of the law. Copyright 2022: Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without ----------------------------- the expressed written consent of the architect. Cupola Drawing Status Roof Framing Plan -1/2" = 1 '-O" Issued for plan north o n r uction 7'_0" 2'-0$" 2'-104" 2'-O$" 5" 2'-0J" 5" rough opening Dates 4/8/22 Issued for Construction 8/15/22 Revised Site Plan T Typical Window as 10/19/22 Revised per Trustees A21 stationary moo (8)total 0 CV i of post&decking gap A o CD 2"x8"-C:J. at,1,6 oc__-' A A-4 l N (8'lengthy;;;`--T A-4 4 - No. Date Description 5/4"x8"vertical trim board(typ.) Project CD Proposed Timberstrand LSL 45-degree column(typical all corners) N Addition --------------------- r-i--1cable ran system to be secured : T i to curb as shownU Ola Fo r I 5/4"x6"decking to be selected with hidden fasteners (see details, sheet A8.2) p� Wall Framing Plan EPDM Roofing System ; ® ; Richard or approved equal i = I i place solid blocking 1/2" .1 .-0.. under each post & Gina 3/4"CDX pitched plywood sheathing plan north field double board *rimet� border Bonati I I 3., 3.. 4 4 Lead Coated Copper windvane to be selected o ; ,� PP 1315 Watersedge Way OL Lead Coated Copper standing seam roofing over ice&watershield underla ment Southold, NY ,�/ to of dckiin PP 9 9 y \ ( ( ( ( �('r r ( 1/2"CDX plywood sheathing ' Install Rafter to Plate 122"W'R.R.at 16"oc to Stud StrappingJurisdiction I > n F7* 2"x8' C.J. at 16'oc B / slmpson H2A -L-----J �� 1 1"x4"trim board (typ. at every rafter) (8'length)" A6.4 1/8"pitch �_;_�_y J---------=;Y{, ; 4 Town of Southold 2 ; I' -:p ' ;g - continuous single overha -— — — - - ' 1 =' ' drainage gap 2"x6"top plate \ solid overhang blocking Suffolk County -- metal drip edge flashig Cupola Plate Height cornice moulding Y T-6"above existing ridge EMM a „ 1"x8"fascia board Drawn By / R a C (3)13/4"x3Y2'Ivl Header F 1x4"soffit board M.A.M. � �, M 'yi tpical gutter N 1"x3"frieze board over 5/4"pack-out N Checked By: ;o !` " f ',q, - Typical Window(see plan) i s�;ta M.A.M. continuous historic sill 4, 2"W'brace at 16"ocJob No. \ f(y X86,/ ° 1"x6"fascia board hou a ridge board 5/4"x4"apron trim board Typical Roof Deck ++ ++ 2128 —Roof Rafter- crown to match existing Drip Edge Flashinga (see floor plan) 6" 6"= 1'-0" �er�c A�I 2"x6"walls at 16"oc Sheet Title overhang tori' Ph,�a framed over house rafters e4 2 6 0) a 4s� Details 1"x10"frieze board J�'e`00 ��or trap each cupola wall studs to Flat Roof Insulation 'Simpson' H2A strap 2 6 ro . ` existing rafters with'simpson' H6 (see schedule) at each rafter s (see detail S1, sheet A-2) remove roof sheathing to access cupola from attic 5/4"trim board Detail of t_pper roof deck Cupola Sheet Number 3" = 1 '-O" Cross Section 1/2" = .1 .-0..