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HomeMy WebLinkAbout49935-Z aoF s°uTyo`o Town of Southold P.O. Box 1179 r 53095 Main Rd uim.� � Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45718 Date: 11/01/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 800 North Dr Mattituck, NY 11952 Sec/Block/Lot: 106.-6-3 8.2 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 08/14/2023 Pursuant to which Building Permit No. 49935 and dated: 10/24/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations including attached garage with finished (unconditioned) storage room above, covered porch and "as built" finished basement, as applied for. The certificate is issued to: Joseph Tusa ,Noreen Tusa Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49935 10/09/2024 PLUMBERS CERTIFICATION: Robert Graham 05/09/2024 Aut e ignature �o�SnFFotp� TOWN OF SOUTHOLD ay BUILDING DEPARTMENT ca TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49935 Date: 10/24/2023 Permission is hereby granted to: Tusa, Joseph PO BOX 903 Mattituck, NY 11952 To: legalize "as built" finished basement and to construct additions and alterations to existing single-family dwelling as applied for per Trustees approvals. Additional certification may be required. At premises located at: 800 North Dr, Mattituck. SCTM #473889 Sec/Block/Lot# 106.-6-38.2 Pursuant to application dated 8/14/2023 and approved by the Building Inspector. To expire on 412412025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $497.60 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,171.20 CO-ADDITION TO DWELLING $50.00 Total: $1,718.80 Building Inspector o��pF SO(/��ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.deviina-town.southold.ny.us Southold,NY 1 197 1-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION ' Issued To: Joseph Tusa Address: 800 North Dr City:Mattituck st: NY zip: 11952 Building Permit#: 49935 section: 106 Block: 6 Lot: 38.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: AS BUILT License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor 1 st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Surrey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 22 Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water Gas GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors 5 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 39 CO Detectors Sub Panel 60A A/C Blower 1 Range Recpt 50A Ceiling Fan 1 Combo Smoke/CO 8 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 5 4'LED Exit Fixtures 11 Sump Pump Ed Other Equipment: Fridge, Oven, DW, Gas Cooktop, 60A Panel 24 Circuits / 10 Used, (2)115ArcFaults (5) 115 Combo (3) 120Combo Breakers Notes: " AS BUILT NO VISUAL DEFECTS " Finished Basement & Smokes f Inspector Signature: Date: October 9, 2024 800North Rd BasementElectric o��pF SOUr�QI Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q �► • �o sear.devline-town.southold.ny.us Southold,NY 11971-0959 Q�ycDUiV1Y,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Joseph Tusa Address: 800 North Dr city:Mattituck st: NY zip: 11952 Building Permit#: 49935 Section: 106 Block: 6 Lot: 38.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC-CODE Contractor: Electrician: Joseph Mauro & Sons EIeC. License No: 4492ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service t ph Heat Duplec Recpt 10 Ceiling Fixtures 3 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 13 CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors 1 Disconnect Switches 6 4'LED Exit Fixtures Sump Pump Other Equipment: 115 Combo Breaker , AC Disconnect (just disconnect) Notes: Garage.w/ Finished Room Above Inspector Signature: Date: May 1, 2024 S.Devlin-Cert Electrical Compliance Form 1'f_�t,.y`,.,, _ ram?.• . .. - �{�j��y�� � ).�, �„ '.t � _ , FOh�' Tom WaII Annex �• Telephone:(631)765-18`02 4i. '=�� r.'S4375'Main Road;#..,, .n ,c �, :.,�;•, . , . co Southold,NY 11971-0959 ,W.='' :BUIL'DING DEPARI"MENT' } d6n ®ep�a�4r +'ent TOWN OFS.OUTHOLD '`Buoi g own CERTIFICAT"ION'' Lt ti ;t AI q �;Buildin Permit No: _ (Please print) - '� � .t yr'"• _ � , , Plumber:''` 'e ->�'C.►' ra rYl ,,* r I: - �< < ,' . � .. � � • �lease rint , . ;. . ��• .. ����:a;''.. , " . '. '. - , p . ) Lceriify that the solder.used,i the watersupply system contains'less,ttiari,2/10.of;1,%o lead } ^, , (Plumbers:Signature). Sworn'to before,me this day,,of. :20 t., Notary Public, �°�• -County CNGRYj.RIEPPEI. , Notbry Putille•State of New York` NA,01RIr,1b0A7,b " Quefified in'Suffolk County My:Commfsbfon Expi'm FeU 5,202.7 , OE SOUTyOIo . TOWN OF SOUTHOLD BUILDING DEPT. TJ � • �� ycourm, 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: Ihe-e I o a O+- qA4 n, con 11 em !vt , Paulke &lmA&Jtj " w 1 a o". DATE INSPECTOR gg$ours°� q113 6 # TOWN OF SOUTHOLD BUILDING DEPT. 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: r n , DATE 1a' - INSPECTOR OE SOUTyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 qqq� INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ . ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: tJ s DATE INSPECTOR qso # * TOWN OF SOUTHOLD BUILDING DEPT. °ycourm, 631-765-1802 �uska> 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 nn [ ] RENTAL REMARKS: tqmmw� lAps fpwi/1rCo �� goo-io av" A*" RIAA 412�mv oVe &w�(rm " tY-Wzk simLA& AzAdt- - 6�q� (� o�L I V •I [Agy�lotl, MPLA,61kW �51P Cieh 4 Z-Ak h, a W6J( W DATE S-/-a INSPECTOR \(o uko-v PJ,aoo i (� un�-1���L C�7�•d zlN 1'� 1 n ,i u,0 1 i� OFSout, # TOWN OF SOUTHOLD BUILDING-DEPT. ��y000rmN�'' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] .FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL�(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: b 1 1A an si DATE 1 �`C INSPECTOR hO�aOF SOUIyO� � �� �-�/ �-i�-�J Y �►Cl��l TOWN OF S.OUTHOLD BUILDING DEPT. "�o�►�� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]. INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ -] FIRE"RESISTANT CONSTRUCTION . [ ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) = ELECTRICAL (FINAL) [ ] .CODE VIOLATION [ ,] PRE C/O [ ] RENTAL REMARKS: . Asc j 1 dew, c� C) DATE Z INSPECTOR. CHRISTIAN A. TABET,BSCE,MSCE,P.E. 19 Inkberry Street East Hampton,NY 11937 Email: CATABET.PE@GMAIL.COM a �c Cell: 516-314-2580 Fax: 631-267-2490 ENGINEERS CERTIFICATION LETTER SEP _ 6 2024 vnt 13%lI n Gi S®�th�ld RE:TUSA RESIDENCE 800 N DRIVE MAT"IYT'UCK NY H 952 - - - _� ---,-•—-To whom it may concern, This letter is to certify that the 16-inch extension of the garage footprint was underpinned by a concrete foundation block. Subsequently, the framing above was strapped to the new foundation with Simpson Strong Tie Hold downs on both sides.The specified new foundation and hold downs were properly installed. Sincerely, pF NEW Y Christian Tabet,PE n d W m2N 2 �O A a66262-, ROFESSIO�P 55 "d Septeinber.6;2024 VVV uildon9�e��{mtct Town of Southold a . B.uilding.Departrnent :' Main Road' Southold,,NY 11911 RE:800 North Drive,.Mattituck"-1000-,, ;6=38-2 I have inspected'the repairs mthe finished basement.'I certify to the best.of my;,knowledge and, experiance that the Work was done accotding o,New York State Residential Building Codes. Y: s t? , =.F = JC78E'PH�FI,l3f.Ht�f"TI;.CO;M F,I,S H'i:'T TTIEN"Ci1NEEnt N'm.60m 63 1-7'65'2954 'i tiymi" 1 07� 2 5 H' O b A R'T R r3 A t1 w�"S;`C7 1J T H'O �.0 , NEW Y t�,1;t'K 1 1 9 7 T JOSEPH &NOREEN TUSA 800 NORTH DRIVE MATTITUCK,N.Y.11952 September 6, 2024 BY HAND DELIVERY E E V Building Department 0 Town of Southold SEP -- 6 2024 543 Main Road bg Southold,N.Y. 11971 @upldl Attn. Nancy Meyer,Building Inspector town o fSe ufho en! Re: Building Permit No. 49931 (Jo2Kph &Noreen Tusa� Dear Building Department: Enclosed find the requested materials to satisfy and close the above-referenced building permit,including the items requested during the final building and electrical inspections completed on May 1,2024 (some of which were previously emailed by my wife (Noreen Tusa to Inspector Meyer on 5/1/24, 5/2/24, 5/3/24, 5/6/24): • Southold Trustees Certificate of Compliance (6/20/24), closing Trustees Permit. • Executed Town of Southold Plumbing Certification (5/9/24); • Certification from engineer Qoseph Fischetti,PE,Fischetd Engineering) confirming code compliance of as-is basement (9/6/24); • Certification from engineer (Christian A.Tabet,BSCE,MSCE,PE) confirming compliance with foundation and strapping connection requirements. Mr.Tabet certified the amended Plans for same work approved by Building Department; • Five (5) copies of amendments to Plan pages to reflect: (i) finished walls and floors in storage area above garage;and (ii) framing for peak roof over porch; • Pictures confirming installation of(i) new smoke / co detectors on second floor outside bedrooms and in attic over garage; (ii) floor thresholds for doors accessing garage; (iii) floor threshold and weather seal for attic door; (iv) truss placard on electric meter;and (v).capping of garage stair handrails.Video of installation and operation of self-close hinge on attic door was emailed on 5/6/24. Please contact me (631.407.5100;joseph.tusapc@gmail.com) or our counsel, Patricia Moore, Esq.,with any questions. , � r Respectfully s se ph S.Tusa JOSEPH &NOREEN TUSA 800 NORTH DRIVE MATTITUCK,N.Y.11952 nn February 15; 2024- BY HAND DELIVERY Building Department Town of Southold 543 Main Road Southold,N.Y. 11971 Attn. Nancy Meyer,Building Inspector Re: Building Permit No. 49931 (JoWh &Noreen Tusa� Dear Building Department: As directed during the Framing Inspection completed on November 14, 2023, enclosed are revised pages to the original plans that were submitted with our permit application. The revised pages were prepared by our architect and certified by our engineer and show the structural support for additional 16 inches added onto the front of the garage being renovated. The extra 16 inches were needed so that our cars will fit in the garage after the new staircase shown on the original plans was built inside the garage. Revised plan pages are also being provided to the Trustees concerning our outstanding Trustees Permit. No other changes are being made to the original plans. The extension of the front porch noted in the November 14,2023 Inspection Report has been remediated to match the original plans. Please contact me (631.407.5100; joseph.tusapc@gmail.com) or our counsel, Patricia Moore, Esq.,with any questions. Respectfully y ,n.P-- oseph S.Tusa i Ten Year Life Battery Backup' 130t!Hardwira // PI rm Intellign otala.m y �t Plarm lII p,eI( .nr Status Ring I�� 10 Ycar Backup If 1 ` Ir® Tvsl Button 1 _�'. Easy Install �_ I CO �� ON kA i_ Modcic P5010ACSC0 �-.i 1^. �-. �: i h� F x� s F.'a� 1 • 000 F Kid • worr - Mir,, Ten Year Life Battery Backup* 1 120V Hardwire � Intelligent Amax current Multi Sensor Alarm Reduces nuisance alarms � - , in-1 Alarm nces"Fire!" 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I l © ,i ` /i���2� � f � , . \ \ Al . � \ > ` _ . . . � � ' • � . . : �: l .. .�� � < » � � ., •� - 4� < . 1/31/24,2:42 PM IMG_6348 jpg Ink Ar t"i. X 1 https://mail.google.com/mail/u/0/#inbox/WhctKKZPLZQhQlPlvWpSDzgWzTKcWjLntPSwCwZnVJCXNCrZmCMDgvNZGnjjtsSwczPdGgL?projector--I&messag... 1/1 11/13/23,2:29 PM IMG_3336 jpg WNW; � •ram;: � 1 V C e i l Y -f'o 1 F 4 t ■ % W'�` ➢ + a9 ' 0 ' # if r a a s Qr 'iC s a � 34 z' R � E r ' k 7a� B https://mail.google.com/mail/u/O/1lin box/WhctKKZPCPrcWBbCrwdmvciSVNRHZKpzllmMPLXFWCNxlxmcdG"fMFCKwFNcUrvBnillQQbCgpQ'!projcctor=l b: 11/13/23,2:29 PM IMG_3337 jpg Alm- IN /J •^r(q A , https://mail.google.com/mail/u/0/#inbox/WhctKKZPCPrcW BbCrwdmvcfSV NRHZKpzDmMPLXFWCNxlxmcdGI'MFCKwFNcDry BmPQQbCgpQ?projector=I&... 1/2 MELD INSPECTION REPORT DATE COMMENTS ro FOUNDATION (1ST) --------------------------------- FOUNDATION (2ND) aQ;5 Conn alo—A� ROUGH FRAMIN & C> PLUMBING W- or 4v v /7 r2 ca, INSULATION PER Y. STATE ENERGY C E vj%k j (AhM Aa-4, 40 ' �- /1 vde ;w /,/1-4 4g —f-4�� ova gd AM6AX 0/" AZA 1v cga AfAab,� SAe",,j1W epnngebo-yL 0� FINAL CI_Lei "OIL 40A/Ad 1A&/0*, U — ADDITIONAL CO MENTS SO I jz, 0 c�Z c, 4 X -e,�cknr _ 5. S NMI 0 -E LA \e b4n C C t c A-—. py Moak Of OLI-0-C) TOWN OF SOUTHOLD—BUILDING DEPARTMENT y3 y x Town Hall Annex 54375 Main Road P. 0.Box 1179 Southold,NY 11971-0959 oy • o� Telephone(631)765-1802 Fax(631)765-9502 hfts://www.southoldtownny.giiv Date Received APPLICATION FOR BUILDING PERMIT _. r Office Use Only PERMIT NO. Building Inspector: AUG 1 4 2023. Applications and forms must be filled out in their entirety.Incomplete BUII,I)ING DEFT. applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. T®11— F FOXT 1'{ Date: OWNER(S)OF PROPERTY: Name: Joe &.Noreen Tusa scTM#1000-106-6-38.2 . . Project Address:800 North Drive Phone#:631.-407-5102 Email:josep.h.tuaapc@gmail.com Mailing Address: CONTACT PERSON: Name: Pat Moore . Mailing Address:51020 Main Road, Southold NY 11971 Phone#:631-765-4330- Email:pcmoore@mooreattys.com DESIGN PROFESSIONAL INFORMATION: Name:.Christian A Tabet Mailing Address:, 15 W Mauntauk Hwy #111, Hampton Bays NY 11946 Phone#:631-965-1837. Email: CONTRACTOR INFORMATION: Name:Huaras Horne Improvement LLG. Mailing Address:49.Manor Drive; Shirley_, NY.11967. . Phone#:631-949-5626 Email:Huarashi8@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure []Addition. .®Alteration ❑Repair ❑Demolition Estimated Cost of Project: '. . ❑Other porch' . $ Will the lot be re-graded? ❑Yes B No 'Will excess fill be removed from premises? ❑Yes ❑No 1 PROPERTY INFORMATION property:Existing'use of _._. House_ Intended use of property:._ __ : front_porch Zone or use district in which premises is situated: Are there any-covenants and restrictions with respect to ------ this property? ❑Yes ®No IF YES, PROVIDE A COPY. ❑+Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(plri a :- PatrlCla C Moore 'MAuthorized Agent .❑Owner.. Signature of Applicant: Date: STATE.OF NEW YORK) SS: COUNTY OF Sy 'ktylrla being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing-contract)above named; (S)he is the (Contractor,Agent,Corporate Officer;etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this,application.are true to the best of his/her knowledge and belief,and. that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day.of Uw� ,2023 ). Notary Pubic KYLEE S DEFRESE NOTARY PUBLIC-STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION No.of DE6420150 Qualified in Suffolk County (Where the applicant is not the owner) My Commission Expires 08-02.2025 Joe-Tusa residing at 800 North Drive, Mattituck. o.hereby authorize Pat Moore to apply.on. my eh f to t T w' of o old Building Department for approval as describe her n. 0 ner' igna ure bate Joe Tusa Print Owner's Name 2 H } ,. ..iia�`}r}r 'S�, ;' •ii ';i; .sYi e, 's•.�. "..' °S�I F:. mow' 1i�1"roe '�:w. .Ir-i� w t }�'�� •r��oi} %i,. �'°y�fyP! �p '��r ,=;+��ii+t gy'R `�e. ,✓;r�ie�+" �,'Yyfy,<.. :•iii'� ;y., - ��i+`'p,p•':;,v�' ^,�/� � •� _� t ..fl.. uYillS �$'_ �glltWu?A�y.�'V:r �!✓� ��^� `V:, ,�:..8. 'ur `.��f .••.. .+ q���, � ' �''' .p ,T'1\� 3,.'2„", .Y /�.``�� (jp.•'� i��1�, �it ",.^:;SLs i• •i�1� �.'':-'i„'•.�. i�� ,.:�..:� f�l~�f �'�*.'. 1 i:icie £ BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK J PERMIT NO. 10434 DATE: JULY 19,2023 ISSUED TO: JOSEPH&NOREEN TUSA ` PROPERTY ADDRESS: 800 NORTH DRIVE,MATTITUCK � SCTM# 1000-106-6-38.2 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in i accordance with the Resolution of the Board of Trustees adopted at the meeting held on July 19, 2023, and in ' consideration of application fee in the sum of$1250.00 paid by Joseph&Noreen Tusa and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the } following: Wetland Permit for the existing 38'81101'911 one-story dwelling with attached garage; to construct a 218sq.ft.front covered porch; reconstruct existing roof pitch over existing garage for storage above;"and replace in place existing 3611 wide steps along north side of house from ? a' landing to grade; and as depicted on the survey prepared by Pinnacle Land Surveyors LLP, �� ' ' received on May 23,2023,and stamped approved on July 19,2023. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these tail' presents to be subscribed by a majority of the said Board as of the day and year first above written. i Y.. �p�► C'OG 1...1 - i �yy VJ i�e2s�� iF• 'v., 3Ja sue,• "+>. ri. 'j� � •rFsm-�z�w':2c:��,.;��tt �o�xz',�,.�v'naS1s'rtd?�`[•�R�ur,�'<�...�.,� �a'.u�r.��i ,r ;t[�..6,sz�,xa�a2^�:'"'Muzi.Fig»uts ��i::r�rs 't�zz2s:��sn[&���'Scis�.u ..''a�,5.. �1 :.r;� is .'�`>�; \�J� �a"•�':.� ;r_,� l�=�J. ',C^,-'�`_ L = ..� '''� `�..,.1 .�• - \R�.,1j z �\� � a: a ._�/ } .�}igi• � ::iR,} �;�y,�` .J� !1 / Y i�,.. � /b il�ig.. "/YYb 6i iS ,< } i ig ' ,y`."qd: i,y�.r �;' y,� 0,•8�•ki :�s.>*5..a��� yo� ,,� 7',eR/}e �-. Jq� }i r« Z.,:sa .,;uaZS. .1 1 - .1.. «f",. F' f _ 4i.�e T,r..: .,�M1' 1. }syejit �r ~'i.,•,•-�+} ,,• .4 •��..°Y.e-. MEDAGLIA requests a Transfer of Administrative Permit #10514A, as issued on January 17, 2024. ' Located: 360 Wiggins Lane, Greenport. SCTM# 1000-35-4-28.33 Number 10, Patricia Moore, Esq. On behalf of DAWN DRIVE LLC requests a Transfer of Wetland Permit #10525 from Albert J. & Helen E. Breneisen to Dawn Drive, LLC, as issued on January 17, 2024; and for an Administrative Amendment to Wetland Permit #10525 to replace the existing brick patio around the pool (45'x50' ) with stone pavers on sand; and the bricks on the 4' walkway and steps to bulkhead to be replaced with matching pavers but at the bottom of the steps remove the bricks and place permeable gravel in the patio area located landward of bulkhead. Located: 715 Dawn Drive, Greenport. SCTM# ,1000-35-5-16 Number 11, Michael Kimack on behalf of SILVER SANDS HOLDINGS I, LLC requests an Administrative Amendment to Administrative Permit #10516A to modify the following: For the existing 72'10" of 6' high wood stockade fence along westerly side of proposed pool in lieu of 90' ; 40' of which is within Trustee jurisdiction in lieu of 28 ' ; install 5' high mesh deer/pool fence with 1' additional top wire in all -locations with 4"x4" wood posts at 5' o.c. (195' 6" L.F. ) , in lieu of proposed 4 ' high 1"xl" welded wire metal pool fence with 4' 4" wood posts at 8 ' o.c. (243.5 L.F. ) ; install one (1) 6" high by 416" outswing wood pool code single gate in southeast corner; install two (2) 4"x4" wood posts for the bump-out on the easterly side with a 2' 6"x4 ' wood panel on each side of two (2) 4 'x2' 6" wood panel outswing gates (1111" total) ; total 5' high mesh deer/pool fence, wood posts, wood panels and wood panel gates is 21019" in lieu of originally proposed pool gates, wood posts and panels. Located: 1135 Shore Drive, Greenport. SCTM# 1000-47-2-15 Number 1-2, JOSEPH- � '" ��&rNOREEN�--TUSA�a q�e s.ts�a-n-�Adm i ni,s;:txa tive Amendment to Wet an Pe-rm � 10,43r4`^t`o e-Xt-end,�-ttre-`a•ttachedgarag�e aS` a:ddst_- �a.h] 5 landward-.. Located: 800 North Drive, Mattituck. SCTM# 10.0`0=7 0`6=6 38.2 Number 13, David Bergen on behalf of JOAN M. KEATING QPRT, c/o STANLEY J. KEATING requests an Administrative Amendment to Wetland Permit #10214 for the as-built bluff stairs to bottom of bluff consisting of a 31x10' top platform to 3'xl3. 6' stairs down to a 4'x5' platform angled to a 41x7' platform to 31x1l' stairs to a 31x7. 6' platform to a 3'x2' platform to one step. Located: 9275 Nassau Point Road, Cutchogue. SCTM# 1000-118-4-14.2 Number 14, Christopher F. Dwyer on behalf of SPEONK LAND DEVELOPMENT, LLC requests and Administrative Amendment to Administrative Permit #10473A to install a 1, 430sq.ft. Asphalt driveway with a 10' diameter drainage pool for runoff in lieu of the originally proposed 1, 680sq.ft. Asphalt driveway. Located: 510 Gull Pond Lane, Greenport. SCTM# 1000-35-3-7 Number 15, David Bergen on behalf of URSULA VAVAS requests an Administrative Amendment to Wetland Permit #10521 to raise the proposed bulkhead and southern return an additional 18" from existing; extend beach stairs an additional two (2) steps to accommodate the increased bulkhead height; and to place 50 cubic yards of clean fill along the landward side of the raised bulkhead. Located: 3085 Bay Shore Road, Greenport. SCTM: 1000-53-6-6. TRUSTEE KRUPSKI: Second. TRUSTEE GOLDSMITH: All in favor? (ALL AYES) . IX. APPLICATIONS FOR EXTENSIONS/TRANSFERS/ADMINISTRATIVE AMENDMENTS: TRUSTEE GOIrDSMITH..: .Again„ i<n�orde�=tosmplfy"our�meetng;" I 11 ;5!make a°��mot on "to g approve as a roup.numbers=1 hr uo gh'w'�1 r e �_ Th = �l��s t e f oil 1 o_w�s Number 1, En-Consultants on behalf of VANSTON BEAR, LLC requests a One (1) Year Extension to Administrative Permit #10111A, as issued on April 13, 2022. Located: 5250 Vanston Road, Cutchogue. SCTM# 1000-111-10-14 Number 2, EILEEN B. OAKLEY requests a One (1) Year Extension to Administrative Permit #10106A, as issued on April 13, 2022 . Located: 3400 Little Neck Road, Cutchogue. SCTM# 1000-103-9-13. 1 Number 3, KATHLEEN KNAPP requests a One (1) Year Extension to Wetland' Permit, as issued on March 16, 2022 . , Located: 2260 Great Peconic Bay Boulevard, Laurel. SCTM# 1000-145-4-4 Number 4, PAUL & SUSAN WACHTER requests the Final One (1) Year Extension to Wetland Permit #9871, as issued on April 14, 2021. Located: 2295 Bay Shore Road, Greenport. SCTM# 1000-53-4-15 Number 5, Suffolk Environmental Consulting, Inc. on, behalf of 106 MULBERRY CORP. requests the Final One (1) Year Extension to Wetland Permit #9873, as issued on April 14, 2021. Located: 750 West Lake Drive, Southold. SCTM# 1000-90-2-1 Number 6, CARMELA LAZIO requests the Final One (1) Year Extension to Wetland Permit #9889, as issued on May 19, 2021, and Amended on September 14, 2022; and for an Administrative Amendment to Wetland Permit #9889 to use vinyl sheathing for the approved upper retaining wall in lieu of the approved 6"x6' railroad ties. Located: 250 Blue Marlin Drive, Southold. SCTM# 1000-56-7-21 Number 7, Patricia Moore, Esq. On behalf of KONSTANTINOS ZOITAS requests the Final One (1) Year Extension to Wetland Permit #9900, as issued on May 19, 2021; and for an Administrative Amendment to Wetland Permit #9900 for the as-built bluff stairs in lieu of originally proposed that were constructed as from top of bank and through the 10' wide non-turf buffer a 41x12 top landing to 4 'xl5.1' stairs to a 41x4' upper landing to 41x2.4' stairs to another 41x4 ' upper landing to 41x15' stairs to a 4'x4' middle landing to 4 'x15' stairs to a 41x4', lower landing to 4 'xl4 stairs in a westerly direction to the bottom of the bluff. Located: 980 The Strand, East Marion. SCTM# 1000-30-2-78. Number 8, CHAMPLIN HOLDINGS, LLC requests a Transfer of Wetland Permit #10217 from Neil Currie to Champlin Holdings, LLC, as issued on September 14, 2022. Located: 1175 Champlin Place, Greenport. SCTM# 1000-34-4-15 Number 9, Michael Kimack on behalf of PHILIP & FRANCINE Glenn Goldsmith,President T6Vvn Hall Annex A.Nicli6lks-Khipski,Vice President '54375'Rloute 25 P.O.Box 1179 Eric Sepenoski Southold,New Yor*.11971 Liz Gillooly TeR eph6ne(681) 7654892 Elizabeth Peeples 'Fax,031) 765- 6641 BOARD"0F TOWN-TIiUS.T_ -, TOWN OF SOUTHOLD, SEP I r,O vt WCO- W NNCE'CERTIFICAT I llfjlng N SOUthold lown Of 2149f Date: Julie 20,2024' TwS'OR' TIM-S'Ihat t-he-existina 38'8�'x7l.'kO"gonersib-ty-story -&ached garage ekt6riddd an additional W'Iandward,construction-of aM-8sql.fr4ini covered porch,reconstruction of .existing_roof pitch over existing'gacage for storage�above,replacement in place existing-36"'wide steps` "along north side of hou§eIrdih Widingfd grade. SlIffolk'Cbmity ,t,oiifohni,to,the'ikpplicittioii.f&ir a I-0 d'ifith is office,bated""May 23,2023 023 ptirguant to which Trust6WW, I al,AnWkoriftit 1#10434 bated-Aily-19.2023 and Amended.March20,2024',was"i' 'id 'd ring,to•All of the ssm an, coifo "r.eqxiieemeiits,And,conditions,ofthe.,:ip RcAble-j -isi'o-n-s"Ot-ldw,; "TihC-�ID'ibjot �p prov ior*hich-this,certificate is being issued is for�thiobxistink,38'8"k7l'i§'!one-story dwelling with at I tached',gatAge extended an additional 16, latidwara."-donstrucilbn:bf,A'218so.ft,.'front.cov6red I porch.,tedbriA firig,tuction of existooftitdh over exiWho:taragefof;iWt;ige 66ve:replacement in place dkistffigl.6?1 widesteps aIq!4..qgrth"iide of,hotf§e"&6tn.-.],;��nd-i'.'gA6-g r I ade. The certificate is'issued to Joseph.,&Norden,Tusaf owners,,of-,the.,aforegaid,'Pjropefty'L thofizid,-S.igfiait.vite . . . . D ECEIVE `yQSU OCT - 3 2024 BUILDING DEPARTMENT-,Electrical Inspector TOWN OF SOUTHOLD yltling Department Town Hall Annex- 54375 Main Road - PO Box 1179 iron of Southold Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 lamesh southoldtownnkgov — seand(ab-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN.INFORMATION (All Information Required) Date:- Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: -FA Address: <?p N Cross Street: Phone No.: Bldg.Permit#: 101 >j email: Tax Map District: 1000 Section: D Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: I ba Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 72 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Lio 0 od PERMIT# Address: Switches Outlets j GFI's Surface Sconces c�H H's ' 3 UC Lts Fridge I HW POOL Fans Mini Fr. W/D Panel Pump ovwa e( /4 Exhaust Oven Sump Heater Trnsfrnr Smokes DW Generator Salt Gen. , Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo P Cookto Minisplit Blower r 1350kf AC AH, Hood C Blower Service Amps Have Used Sub Amps Have Used Comments .9-L)AA on V1 t— BUILDING DEPARTMENT- Electrical Inspector '4 TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road - PO Box 1179 .y. a Southold, New York 1 1 971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger[ .southoldtownny.clov - seand@southoldtownnv.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: — Company Name: 1V 61 rb * Saul F 1,e 4 Electrician's Name: 5 r 0 License No.: y i( 1,,1- C Elec. email: 6 c ry ZD hPAaqW a Elec. Phone No: 63 1- LA� C` 81 ❑I request an email copy of Certificate of Compliance Elec. Address.: . -2 3 C.a vh aS JOB SITE INFORMATION (All IInnfio-rmation Required) Name: Address: $p p (V e- k( !I ��- Cross Street: Phone No.: Bldg.Permit#: 3 email: Tax Map District: 1000 Section: 6 Block: Lot:3g.,A IBRIEF DESCRIPTIO OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): -rllela t 0 ir,1'� �ur. 8q--St S� TchEt� c•�l L`Is, 4)s L� �a �o �vl l� r Square F e: o Circle All That Apply: Is job ready for inspection?: ® YES❑NO ®R ugh In Final Do you need a Temp Certificate?: YES®NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# [:]New Service0 Fire ReconnectOFlood Reconnect OService Reconnect DUnderground QOverhead #Underground Laterals 1 H Frame n Pole Work done on Service? DY F1N Additional Information: PAYMENT DUE WITH APPLICATION ► I Za Iz3 �(2tr.�, ��- C I 0 C4 I ©5� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 roaerr(asoutholdtownny aov seand(c�southoldtownnv.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: — — Company Name: 1►!�nf6 ry * 5De1 F1. 4.4 i-e.1 Cm+. Electrician's Name: "5V yx fflaurD License No.: C Elec. email: 6 a rd .40 her qW, a Elec. Phone No: 63 01 request an email copy of Certificate of Compliance Elec. Address.: -2 3 C a vhP 4 s / oyl 0&A /2 I/ JOB SITE INFORMATION (All information Required) Name: —Z� Se-p k C tiS A. Address: $oo � e- �-- Cross Street: Phone No.: S- 61 t 3 Bldg.Permit#: 1� q email: Tax Map District: 1000 Section: 0 Block: Lot:-Z8.,A lBRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ecrllc,"� gL-i Tcht,(, 1 Is, t)s L< ( a,A A ��L► ��I L� Square Ep ptaige: Io. Circle All That Apply: I Is job ready for inspection?: ® YES❑NO ®R ugh In)ZJ q ❑ Final Do you need a Temp Certificate?: ❑ YES ®NO Issued On Temp Information: (All information required), Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 R2 R H Frame Pole Work done on Service? DY nN Additional Information: PAYMENT DUE WITH APPLICATION ( l I I�za �71 tea., r-e- c 10c01 Ds- PERMIT P4 Address: Switches 11 Outlets GFI's 11 1 Surface Sconces H H's ,� ►y( 1 P UC Lts Fans Fridge HW Exhaust Oven WAD �)rnokes DW Mini -arbon y, Micro Generator ILL Cooktop Transfer -om a Av�-Y AH Hood Service Amps Have Usec ,pedal: :omments ' 1 I i +7.1 � LAND NOW OR FORMERLY OF ; S \ \ MATIITUCK HOLDING COMPANY,INC• L +7.1 S W48\'40-'E S�58'/ 0e E 42.80' Igo' �-/E �, \ \ +ea f_ B:'•8r;:ri_ — _...._ PrE nxm +,. bi r \ ILI /n / i��•l� / ` \ �\ +ass W \\ +,t. 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ROAR, { OF US!Ei� - nru on Mh severs{My Wl,bsw.e,was prep,rtein aware,rceWNtManmtuutlnl�.e�d Vr.c6w fa,irW L„7 1!!!���aL.�� Thom OwsvreyhpewrcdYtotls atb mmwn/.mMe{owl-1 nW sgacY..nebNelmeFlliue Nbn aneeotNrc lw TOWN OF'S UTHO D me wrofwo,n wnvtl hm,w,.re w.v.mrer,hb. DATET �Q. _ AVENUE 0e/19/7019 SI1flVEY Q TAX ILr 3" Date Revision Tax Map: DlsTwcr 11x10 sEcnoN 1os BLOCK os LOT 3e.2 d PINNACLE LAND SURVEYORS LLP 41 55 VETERANS HIGHWAY,SUITE 1 1 31.6 8.9273 COM RONKONKOMA.NEW YORK 1 1779 ' _ omu nrwwlu osurvctoa lv NOTES CERTIFIED TO: 1) LOT AREA- t45,234 SQUARE FEET(TO TIE UNE). JOSEPH TUSA k NOREEN TUSA BOUNDARY & 2) ELEVATIONS REFER To NAVD,.1988. ABSTRACTS, INCORPORATED (�5fi3—S-1%y TOPOGRAPHIC SURVEY 3) SUBSURFACE do ENVIRONMENTAL CONDITIONS WERE NOT INVESTIGATED AS y FIRST (moAMErtgage Electronic INSURANCE COMPANY PART OF.THE SURVEY. i MERS (Mortgage Eleetronle Registration Systems, Inc.), eoltry as nominee for 4) WATER BOUNDARIES DEPICTED HEREON DO NOT NECESSARILY REPRESENT THE TO BANK. NA, its successors and/or assigns SITUATE LIMIT OF TITLE. _ 5) LOT-Pe APPEARS ON THE MAP OF SHORE ACRES, FILED JANUARY 3, 1914, MATTITUC FILE NUMBER 41. TOWN OF SOUTHOLD SUFFOLK COUNTY,NY Date fSec� e.E"rve 22 Nov:>w,sur Erb U.. AUGUST 14,2019 Scale 1"=30' Sheet No. SofI 1 l:o-es d,ha,urer m,y na unl ne wneph Project No. mhwsee se,,.na sk�•tue slva n,t e.mmme,.e m x. 190288 "°•nevaemp VIEW' 1•I '( Ii-- itti• .. 4:I JL +7.1 LAND NOW OR FORMERLY OF III A \ MATITIUM HOLDING COMPANY.INC. I (`1 k +a, S ST48'40t'`E S 5�010 ;;•.i.: ., [i. .... 120�e E roPrEo" a 42.80' we 5_B.l e�E S 8� oPIPE N 7 6�34 +, + / O' 3130 rmp \ y t J 5 +21:P\ �N\I— \ +4a /W \ d.•ram\ \ / Z' /' \ \ \ l LOT'P'/ / 1\ ti 31.4 Z / S2� J.�i•sa\\ \ i ^'�� m /]e`•Ry,_ w q or \\ I{\� • f»c�vs'io�rwu° / wp or D=Actor +,�, •Sa• /' 0 tpee ® 1ow'STORY \\\\\\\\� �`�( TAX LOT 38.3 / W av wo +BOD \\\ b w rOPnl ^_ FMir 141 / Imo— 7 �— FYFD WNW, /OA 35 / tr�.L�/ / rgtw^ !0} ` I f R 3j 3, lb ]M1b� +]p., �lda\ \\+u a. �` _\ � +sc.e � + m 8T48'00%W / 452:08 / - +�„ Q t§�°�{� 1p��'�q����j, �p�1,,'gQe h ^�� tn.drw or6membm•noenrmmstnebrremde t:oPertrrna u.ra., wmme.na,o<,,ndderdoe,•re rct - � i �tlC`Lar'�' ®. �..✓� mtrMNmwN.IntM er.cmndtarca w,m.Pwh.wtlm..dfiUom,ewlana od•nYowrcmnmzUon. 'Nr� LOT b' mb.,nee.na.muenmem.,mnanwm.rrnet�.mmraorrewerrrau.wndumru.rr. - TAX LOT 25 AA�ttgg11aaEf,��..�yy Otte ` �y+ E•ementtN]hWN•W,edmmda•m.rteneYwM1UNenodeeceeM. '�60/-titV O1 1 UvTEE Prwrmwner monumronwrr.nmq.ma.s.wtdtbhrmw.oroa•ov.rwbrnotra QrtlreRbuonmh,umPS�rolr Wttle>w,ey vn,prP•rMln.rcad•rce Wtl,mewnmted.W]ratl.d Pr,c,iufu UM Surreys•doPtN bale Ner,TorrS,,,e�s•ad,Uon dPrtdasbel Und$oneyda,Inc7h erNrwUon4 knRedm person/er - TOWN ®F'S UTH® D wl,vn,ro•wryhvrewrrd.mtkwrmmo.m.mmr Ewrmm.md.Errnv.rndmoel�mnn nntnmbn mtedonws sorr<r. Lld aNfrNt•n Indk•nd hereon•m rot v.nlenb4. DA E 7 _ AVENUE ae/ t,e army ov we lar y Da ea Datee Revision Tax Map: DOWCT 10Do SECTION Joe BLOCK OB LOT 38.2 d P/NNA CL LAND SURVEYORS LL'P 4155 VETERANS HIGHWAY,SURE 1 1 631.648.9273 RONKONKOMA.NEW YORK 1 1 779 WWW.PLSU.COM pmu nwuo]turowrv]toe ur NOTES CERnFIED TO, BOUNDARY & 1) LOT AREA- +45,234 SQUARE FEET(TO TIE LINE). JOSEPH TUSA& NOREEN TUSA 2) ELEVATIONS REFER TO NAVD, 198B. ABSTRACTS. INCORPORATED(/563-S-14825) TOPOGRAPHIC SURVEY 3) SUBSURFACE&ENVIRONMENTAL CONDITIONS WERE NOT INVESTIGATED AS FIRST (Mortgage TITLE INSURANCE COMPANY PART OF THE SURVEY. TO B (M. NA.e s succnicessors rs and/or Systems, Inc.), solay as nominee for ` 4) WATER BOUNDARIES DEPICTED HEREON DO NOT NECESSARILY REPRESENT THE TO BANK, NA, its sueeeeeors and/or assigns SITUATE LIMIT OF TITLE 5) LOT'P'APPEARS ON THE MAP OF SHORE ACRES, FILED JANUARY 3, 1914. MATTITUCK FILE NUMBER 41. TOWN OF SOUTHOLD SUFFOLK COUNTY,NY . I Date ummhprbee.ner.von o,Wm m,nb•or.erh.vbadm AUGUST 14,2019 d]'o 72N fuD!"Iw]New rn n.,rEee oo u.. Scale V.=30' Sheet No. 1of1 Project No. 190288 rmbm•ea,e.l.b dpn.nre,hen not x mniee a tp x. bue,ndvnd o>p, VIEW: +7, \ LAND NOW OR FORMERLY OF \ \ MATTITUCK HOLDING COMPANY, INC, +13.7 +7.1 • �oON E FOPIPEUND 842 6,00 \ S ��SCi �~ \ \ +6.9 N 7a A� 6.7 - - 7.2 56"V �E S •F PIPE \ 6 FOUND 5 fo PIPE '� �� �� 0.7'S 31. \ FOUND +6.9 / ' / 16 ` .11.5 \�\� �6� \\� +2.4 +3.9 (/ -z ` 7 --+\2iD� / +,i.Ys {[� 14.4 / 20 ---+ 24'�- \ \ \j3 \ N / O / 22- - \ \ ___ LOT "P" �` i ,_ +24.0 \ LO 38� 26-- �� �� �� 9.5 \ MONUMENT TAX 0 Z / / / / 2k -- \\ \ \ �_ t\� \ 4.9 F3.4 ND /'MARSH" 10.8+ MONUMENT /26a�- " ---� \ \ 22.8-- -' /28 �_ S oN M c\0�_J% ON\ _� .0 ` + _ ® Oz ak + z /��0+2s _�- \ J //30 o o ff„� STEP �\ \� 1J'` +4.8 / / \ 2s.z' O / (gip \ '� I+28.3 �� 32 / �33.19 ON 31.a o AC \\ R s TIE LINE ALONG ' ,Z / / / 2 \ 27.T / ^ ❑ \ I XO THE EASTERLY LINE OF N / 3 ---#34.1 /' �- i "� OH 32.5 � LOT "P' ON THE / \ / T A 2.0. \\ 5'9 Q�► MAP OF SHORE ACRES" --/ / / +34.5 _{ 1 STORY \ ►P' F TAX LOT 38.3 +2/ /1.7 /.+.N.0 f +33.0 \ + - _ _ -1"5.2 ON// \ 33.7 CURB 33.3 .2 33, DWELLING a��OD 2 .2 \ � / / W / + _ \_ _ - \ �-- - - ON 29.5' #800 �m ' \ \�N / / Lv _ - 4 - - "'�20.6A ^� ' T29.9T / 34.77 PAVED DRIVEWAY '� 10• 25. ��� PAVED DR VEWAY ON�/ B.F.= N \\+5.4 \ +a.o � - - .28 -f- _ /- _ - - _ xi GARAGE +F.F.= 26.18' Q 3 N� \\ \\ \ POST ��� / 35.33 35.58 35.33' �' w. o -I"67 -J-- -- - ._.. `- '-36- 34.2, I y m ao V 24.5 / l L 33.: 71.9' U \\\\ WOOD DOCK / MONUpy - 711 i' oN + TA KS \ �/ F9LIND LL T 36-� -G- -- �� 40+4 .9 I (` N FE 3� 31.2/�� �� �'STODD EPS .1 18.6 \\+4.7 y� + 6.4 / f / +39.8 c-- l/ .0 + .6 / +229-4 oN SjPN�H10� „4�� oo„� �52•VO �� i� Jam-"FENCE / i N �''- FE \3.7+ 3.0 ON- 1\ 0� PIPE +- +37.1 G +32.6�� LINE -{-�16.6\ \\ \\ FOUND V / +39.3 +5.2 1 Q W go V The offsets or dimensions shown from structures to the property lines are for a s c purpose and use,and therefore,are not intended to guide in the erection offences,walls,pools,patios,additions to buildings and any other construction. v LOT "0"TAX LOT 25 Subsurface and environmental conditions were not examined or considered as a part of this survey. ~ Easements,Rights-of-Way of record,if any,are not shown,unless otherwise noted. Property corner monuments were not placed as a part of this survey,unless otherwise noted. Certifications on this survey signify that the survey was prepared in accordance with the current existing Code of Practice for Land Surveys adopted by the New York State Association of Professional Land Surveyors,Inc.The certification is limited to persons for whom the survey is prepared,to the title company,to the governmental agency,and to the lending institution listed on this survey. Said certifications indicated hereon are not transferable. 06/20/2023 PROPOSED ADDITION REMOVED 06/08/2023 UPDATE SURVEY TAX LOT 38.2 BAYVIEW AVENUE 07/12/2022 PLOT PROPOSED ADDITION 08/19/2019 SURVEY OF TAX LOT 38.2 Date I Revision Tax Map: DISTRICT 1000 SECTION 106 BLOCK 06 LOT 38.2 z4PINNACLE LAND SURVEYORS LLP 4155 VETERANS HIGHWAY, SUITE 11 631.648.9273 RONKONKOMA, NEW YORK 11779 WWW.PLSLI.COM O 2019 PINNACLE LAND SURVEYORS LLP NOTES CERTIFIED TO: Q. 1) LOT AREA= ±45,234 SQUARE FEET (TO TIE LINE). JOSEPH TUSA & NOREEN TUSA BOUNDARY & 2) ELEVATIONS REFER TO NAVD, 1988. TOPOGRAPHIC SURVEY ..__... 3) SUBSURFACE & ENVIRONMENTAL CONDITIONS WERE NOT INVESTIGATED AS PART OF THE SURVEY. 4) WATER BOUNDARIES DEPICTED HEREON DO NOT NECESSARILY REPRESENT THE SITUATE LIMIT OF TITLE. 5) LOT "P" APPEARS ON THE MAP OF SHORE ACRES, FILED JANUARY 3, 1914, ATT I T U C K FILE NUMBER 41. TOWN OF SOUTHOLD SUFFOLK COUNTY, NY p !f Date Unauthorized altergtf(iy, b�'addtfionkgthls survey is a violation IR F of Section 7209,9utp d 5�)dh)t Ndw., I State Education Law. DD AUGUST 14, 2019 4 1 L Scale JUN 2 7 2023 30' Sheet No. SrnrtllDldTown 1 Of 1 y� �... BDardofTrust^e- Project No. Copies of this survey map not bearing the land surveyor's 190288 embossed seal and signature shall not be considered to be a true and valid copy Meyer, Nancy From: Meyer, Nancy Sent: Tuesday, November 14, 2023 4:28 PM To: 'joseph.tusapc@gmail.com' Subject: 800 North Street Good afternoon Noreen, Thank you for your time during this morning's inspection. Now that I'm back at my desk with the full permit file in front of me, I'm able to review the project a bit more thoroughly. The plans which were used for the permit application are lacking some structural information,specifically,there isn't any framing details,window call out,or structure specified for the large dormer over the porch/front entry. What lumber sizes should be used? How is it tied into the existing roofline? Etc. This info will need to be included on the amended set of drawings provided to us. Regarding the added porch area and the front extension to the garage wall,the way these areas are currently framed,they do not meet any code requirements,and the construction is concerning. While you can wrap the house to get it weather tight and closed to the elements,you need to have the engineer review the construction ASAP to ensure its integrity. As mentioned in my inspection report,we will want a certification letter from him stating the construction is acceptable and meets all code requirements. The other item which will need to be addressed is your Trustee approval. Since these areas are larger in size and do vary from your wetland approvals,you will need to go back to the Trustees for an amended permit which includes the additional foot print areas. If you have any questions,feel free to reach out to the building department. Thank you, J aancy Meyer Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 i 8 6 w Z w . 20,_3„ Uh. EXISTING STEPS TO BE ' F REPLACLu ED IN KIND 4 X ST EXISTING E I TI G LANDING ' STtP Lo 0SS NV n e Iirrrxm w o EXISTING INTERIOR WALLS IL ' ® 8'-01 : 15'-7%' a F ® PROPOSED INTERIOR WALLS � m H OPROPOSED COVERED PORCH - M ASHTER 'O 0 EXISTING FOUNDATION WALLS NOT: M516N CM5 ANn AfTHOn5 M& >- � MASTER BEDROOM EXISTING PROPOSED FOUNDATION WALLS 2020 NY551nFN IAl(3UI�nING COn� I C.H.=B'-°" 2011 NY5 UNIFORM COM WN90 5 �+ y`'°" ' 2015 WOOF FPAht CON51\UCION MMIUAI. w i 3 .. I NOTE: ERTIPOR ALTERATIONS ANRINTOF HOUSE DS THE SAME Pff IM�n FNGIN�FC',Fn MF1 IOnS, N WALK-IN RENOVATIONS. rw.I ' ERIST�IVG 'J CLOSET 1 [('_ SKYLi:HT N FAMILY w �- +� fa 90iDWD"L CEILING I 0 N O Q HALL o I 1 V C.H.m 8,_°uj .. zn k. .v FIRES I�r w I1'-4%" 8'-6%6' i Q BATH#2 \ I M y L = BEDROOM#2 CH.=8'-°"o ui \z K m C.H.—S,_°„ 1 oz pV =1 S- ' LIVDVG ROOM u 2-a —Z= I CATHEDRAL 0 CL{3 I CEILING H w — IO �5% y� �`. p HALL `^c ETA I III Iu CIL=8'_0„ I j U MUD ROOM �� ELE V:=0'-0" p Q � C.H.=8,_0„ EXISTING POS � O e �9 i SEAL i wK G 1T-7�' 11'-4 j5' CL RE !D i- O � C GARAGE r --- i I F.LEV:=-1 3 S Z < '- 1z" 4 --- i I DINING ROOM DES 1 := CATHEDRAL I I F.NB STORAGE ABOVE i CEILING o K GARAGE NOT , o EXISTING KITCHEN Z ^, CONDITIONED �= CROW C.H.=8'�0" 3 BEDROOM#3 _ nw C.H.=8,_°,. 3 °, z FOR STAIRC ASE SECTION SEE I/ -04 I p 11'8 16 L-- i l l 90FEs5lONA Q SRVAS EB I I I I I .. i EXISTING EXISTING FFI� TUSA RESIDENCE w 800 North Drive Mattituck,NY Project Engineer w g Chrlstlan Tabet, P.E. zCon5UIting Engineer ca Q REVISED PAGE U O z O z w w O w n O n ry 1v w O S 890 48' 40� S 8' E 0 , O o 2, ���� E 42.60 0 56 00 E "_ � 7$ 1 56,10, S 840 O1 ' 30"Lu N PIPE FOUND PIPE FOUND _— 31•Z5 _ -S 78°24 1 _ " � ? m W PIPE FOUND — 0 0 - — .1514.-20, d. L 000 - - - - --- 4n 4-1 LLJ — �30 \28 \26\ 22 20 18 16 14 12 10 6 \� m \ 24 -- ry 32 71'- s " p �O w �• : � \ \ \ \ \ O O O N MONUMENT FOUND \\\\ \ \ \ \�Ai rr� j U J 11 I N ° �LLJ L-J \ \ \ \ \ \ \ TAX W 101_01, U M Ory QL- SEAL rn _ • M \ MONUMENT FOUND N 870 84' 0011 W _ l— — z 452.06 — . . 0 z p�Op05�b 51� p�A� PIPE FOUND cam• Q 5ca!e' 30 r' [r uj Lu 066262.E v 90FE5S40NP Q U O w TUSA RESIDENCE 800 North Drive Mattituck, NY O w Project Engineer Christian Tabict , P . E . Con5UItin� Engneer Phone : 631 -267-2490 _ Email : Isi catabet.pe@gmai l.com I Q � `' W E Site Plan Stair Details U 1 F F R 2 g 2024 Pr oposed F- DRAWN BY; FR DRAWING # ,,f.a�. , "t . :; r, x CHECKED BY• rR CADdrawincp *= 00 15 W Montuak Hwy.#1 1 1 SCALE: Hampton Bays,NY I 1 94G 0 Phone:63 1-965-1837 Email:Fernando@caddrawing5.net DATE ISSUED: O 1/29/2024 U WW W.CADdrawmg5.net c� Q REVISED PAGE U w O z '0 VC1 A-06 G ry Lu a— z w w H O _ EXISTING 8" P.C. WALL FOUNDATION R/ 6 'X6' POSTS ON 1 0 1 ❑ n 16"O .C. ONOTUBE IINGEND w I SEE ELECTRICAL PLANS FOR EXISTING INTERIOR WALLS b�5% CM5 ANb M� TP5 Apt, SMOKE AND CO DETECTOR PROPOSED INTERIOR WALLS NO � � ' O i =� LOCATION. 2020 NY5 P\NP Nf9 CCU �PJ% COPF z I EX. MECHANICAL EXISTING FOUNDATION WALLS j N ROOM PROPOSED FOUNDATION WALLS 20 NY5 UN �O�M COb� AM�NbM�N�"5 O INE ~2X10 CLG. HT. = 8'- 6" �� EXIST. 2X Z 1 2015 WOOF FFAW CON5TUC�"ON MANUA, w I J.. @ 16" O. �, ���, FRAMING W O J ALL EXISTING EXTERIOR WALLS W/R15 BATT pp�SC�lp�l'U� ANn �NGIN����n M� IOnS, o CONCRETE WORK. "X6 ' POSTS ON WBATT R15 a A�: O INSULATION EXPOSE BURIED SIDE OF EXISTING FOUNDATION TO A DEPTH OF 4 16"O P.C. SONOTUBE I a INSULATION W A FT. CLEAN EDGES OF CONCRETE WITH STEEL BRUSH. INSERT 36" #5 _ 1 > Z REBAR WITH 12" EPDXY EMBEDMENT, SPREAD BONDING AGENT. \ � N EX. X wkl� \ ` I ,__, W OFFICE N Z l o c� INSTALL 4 BARS FOR THE 8"X24"FOOTING AND 6 BARS (3 ON EACH °` )' x A611 SIDE) IN THE 40" DEEP WALL, TO BE FLUSH WITH EXISTING N 1 ^a CLG. HT. = 8 K, W O FOUNDATION WALL. POUR 3000 PSI CONCRETE 28 DAY STRENGTH. I I `✓U �' u LET IT SET FOR 3 DAYS BEFORE CONSTRUCTION. ADD TERMITE U A TINc U i W I ►w— SHIELD AND ACQ BOARDS TO LEVEL WITH EXISTING SILL PLATE. . 00 a X g SEE DETAIL 2/A-04 I CHIMNEY CLOSET W j I x py FOUNDATION ` W A I w A o6 j NE OF FIRST FLOOR ABOVE I EXISTING 3 Y2" STEEL R/ A-04 g�_1��6 POSTS ON P.C. FOOTINGS p 7 _57�j� w rL P-4" A I OA ————— I I m � I p 4 ~ EX. GAME I F" a i l w A 04 I~ O I I B I I B ROOM r� EX. POST p I I SLAB ON GRADE CLG. HT.= 8'- 6" 1 W A CONCRETE WORK. I i ENTRY PORCH I EXISTING 3 / STEEL EXPOSE BURIED SIDE OF EXISTING I ABOVE up POSTS ON P.C. FOUNDATION TO A DEPTH OF 4 FT. I j FOOTINGS ; ; SEAL m CLEAN EDGES OF CONCRETE WITH i l Ea F O cc j i LINE OF EXISTIN STEEL BRUSH. INSERT 36" #5 REBAR I MOO i DECK ABOVE O WITH 12" EPDXY EMBEDMENT SPREAD ( I z I EX. SLAB ON (-TRADE _ I EXISTING 3 Y" ' BONDING AGENT. INSTALL 4 BARS FOR I GARAGE ABO E Y Q THE EXISTING 8"X24"FOOTING AND 6 I I - I STEEL POSTS ON i �p�,� BARS (3 ON EACH SIDE) IN THE 40" DEEP I ( - - - � I P.C. FOOTINGS i i � `�� U c�� C) WALL, TO BE FLUSH WITH EXISTING I I EX. BATH Q FOUNDATION WALL. POUR 3000 PSI I EXISTING 8 P.C. CLG. HT. = 8'- 6" I _ J I i T �`�� cc WALL FOUNDATION - - I - 1, '< w CONCRETE 28 DAY STRENGTH. LET IT I CCESS PANEL I - - - I m �' 1 w SET FOR 3 DAYS BEFORE I '�� L - B ; EX. POST ; 2 rf, - - J cs _"0662 62.1 Z ��A � CONSTRUCTION. ADD TERMITE SHIELD i � 75 o AND ACQ BOARDS TO LEVEL WITH I I UM `J 9pfiESS1©NP Q EXISTING SILL PLATE. U 113EE DETAIL 4/A-04 ____J w --�` O XISTING WASTE LINE I 'd LINE OF NEW WAL ABOVE 1'-4" A T U 5 A RE51 D E N C E O800 North Drive Mattituck, NY n Project Engineer wNOTE: THE GARAGE STRUCTURE MUST BE SHORED k- PRIOR TO ]EXCAVATION GE THE UNDERPINNING 2 y T T T A07 Christian Tabet , P . E . T�. S �OI�.�NG MJS'�' .E1� A�1 � I'L�.GE �TlT�L THE z UNDERPINNING BLOCKS CONCRETE HAS CURE. Con5dtin(-j. En I n e e r Phone : 631 -267-2490 Email : ccatabet.pe@gmail.com Q Foundation Plan F Proposed m ppOF05�P FOUNPAWN FLAN DRAWN BY; FR DRAWING # CHECKED BY; FR O CADdrawings SCALE: 1/4" = P-0° 5 W Montuak Hwy.0 1 1 1 Hampton Bays,NY 1194G Phone:631-965-I E337 Email:Fernando@caddramvings.net DATE ISSUED: 01/29/2024 UWWW.CADdrawmgs..net L 75 C) REVISED PAGE O z O 2 vC—J A-06 G R/ w n z w —20'-3" 10 ry CL CL '-0%8" 2r-7Yg" EXISTING STEPS TO BE T_ ►- REPLACED IN KIND O= `t' EXISTINC EXISTING E I TI G e - M nJ STEPS LANDING 'ti STEPS °° w _ _ o OLEGEND ry .-- 00 EXISTING INTERIOR WALLS _ _ = 8'-01 15'-7%'r Z \ PROPOSED INTERIOR WALLS w � N0�: P % CT�5 ANb W HOb5 - \� cv PROPOSED COVERED PORCH MASTER r w EXISTING FOUNDATION WALLS O o � BATH � MASTER BEDROOM 2020 NYC F T 5 M% �UL PG COP F Q PROPOSED FOUNDATION WALLS EXISTINGC.H. s, 0„ 20 NY5 UNOFM CM AMA NbMM5 s� o M 9'-10" 201 WOOP FPAM� C0N5TUC1"ON MANU w I NOTE: FOOTPRINT OF HOUSE REMAINS THE SAME. =d 3 INTERIOR ALTERATIONS AND WALK-IN w \ ------ RENOVATIONS. FPT5CP\1Ff � AW LNG 0Pp P MFTHOb5, N CLOSET � �; � EXISTING SKYLIGHT z FAMILY /w 96ODRAL I w _ M sF - — - CEILING O °I O HALL o o C.H. = 8'- 0" I w I I FIREPLACE 11'-4%8" gr_V/16r' A 06 ADDITION Q BATH #2 BEDROOM #2 C.H. =8'- 0" FE 1'-4" a � C.H. = 81- 0" , 5 rr1 Yrr 2 2 A-04 OG O w � � LIVING ROOM ,j D 2 -9/s '-5%6, CATHEDRAL z OM A °oz a- � ��� 3 ,�, � CEILING ►r U 2 10 0 I I w m (5) 2X6 PACKED POST-- OVER OVER NEW P.C. I HALL w 4 C.H. = 8'- 0" U A-04 I MUD ROOM ELEV: = 0' - 0" _ °° I o C.H. - 8'- 0" Z���'i EXISTING POS O rx � � � i i SEAL Ow-w- p O 19'-1%rr 11'-4% rr CL w WA I6 RE , c� B od W B ON O I o O GARAGE �� - - - I I EXISTING 77 ELEV: _ -1' - 3%2 DINING ROOM DECK Q - W STORAGE ABOVE w CATHEDRAL .: W CEILING � I H �o W DOUBLE Z yC ? r7I *0 A GARAGE NOT10 OVEN EXISTING KITCHEN i � o a� �+ ''4 CONDITIONED cRow E C.H. = 8r1 prr i w * � fi-A Q ' Z a -'� BEDROOM #3 _ cc �- C.H. - 8 - 0 Lu Z m - cu a l Z FOR STAIRCASE SECTION SEE 1/ -04 ,.., I ' oA 0662 7 11'-8y,6rr Q (5) 2X6 PACKED POST I �- - - S WAS E$ PES St U OVER NEW P.C. PIER 7 LL EXISTING EXISTING O nv A n� M TUSA RESIDENCE 0 800 North Drive Mattltuck, NY 6. Project Englnccr Iw L I- Chrl5tOn Tabict , P . E . A-07 ConSiUltin6j Enqinccr Phone : 631 -267-2490 Email : catabet.pe@gmail.com First Floor Plan Proposed m FFOF05�P FIp5f FOR FA 5cai 1/�1' - I'-0'I ` DRAWN BY; FR DRAWING # ,•r CHECKED BY; FR CADdrawl ng5 /_ 15 W Montuak Hwy. #I I I SCALE: I/4" = I'-0" A= 02 H n 5ay5,NY 1 6"hone:631-965-11537 O Email:Fernando@c cidraawin6j5.net DATE ISSUED: 01/29/2024 U WWW.CADdrawings.net L -6 U REVISED PAGE w O z O U) � z A-06 ry w z w R/ It _ O w O EXISTING Iry ROOF TO >L REMAIN W N01� P�51% CM5 ANb WTIOb5 Apt 2020 NY5 P�51PUTA, %W % CM 201 NY5 UN FOAM COPF AMMMM5 z Q 0 2015 WOOF FP\0 COWFI CI ON MANUAL 0 PFT5Cp Pf1 VF AW LNG MTP WTHOP51 w N_ J F-- w m EXISTING ry NEW 2X8 R.R. ROOF TO O 16" O.C. REMAIN 0 w . g z Q w A-06 —_, CD 1 O A-04 c LU O U Z. w co O LU o � A-04 '••I NEW ASPHAL SHINGLE O U a U ° U ROOF ROOF O MATCH U U 2�IA EXISTING II II II II EXISTI Q it 11 II II II ROOF TO w III � II � II � II II II III � II � II III REMAIN SEAL ry oo II N oo II 0011 00 11 11 II Boll 0011 0011 0011 m III III III III II II III @)II 911 911 II Z 11 II II II II II II II II ir- c Qr Z FMC PSON STRONG TIE O W II wit w� w II HIP RIDGE CONNECTOR Q 94 all all all 11 11 all all all all III III QII III II II III III III III : l- aII U aII aII aII II II aII 041I all all ��� ..:, -°� 77 oil ° oil oil 011 11 11 o11 o11 C11 oil Q V00 II VII V V II II II II UII VII uII vll NII NII NII II II NII NII NII NII m f � W r Q � U ll U ll U U U U U U A � � 06 2 6'Z.A" p o NEW ASPHAL SHINGLE ltily ROF�S1��P N ROOF ROOF 10 MATCH w EXISTI G O z TUSA RESIDENCE w p 500 North Drive Mattituck, NY n Project Engineer w (S) z Chrl5t Ian Tabet , P . E . A-07 QD Z Con5 U Iti n6j En(jincer Phone : 631 -267-2490 Email : catabet.pe@gmail.com o Roof Plan Q U m FFUF05�n P00r PAProposed DRAWN BY; FR DRAWING # _ U' CHECKED BY; FR CADcirawincp 84,o O 3 1 5 W Montuak Hwy.01 1 1 p-- Hampton Bays,NY I 1 946 SCALE: I/4" = 1 -0�� Phone:63 I-965-1 L937 Email:Fernando@caddrawrings.net DATE ISSUED: O 1/29/2024 U WWvV.CADdrawmg5.inot kn 4� c6 L Q SIMPSON STRONG TIE ADDITION REVISED PAGE U HHRC HIP RIDGE CONNECTOR h Top Of Roof pidge _ O - - - - - �lev' + 19'-0 %"Z 2It 2 O 2X10 R.R. @ 16" O.C. 'rle (n :F7 (V 2X8 COLLAR TIES @ 48" O.C. n _ PROPOSED NOTE: TI-TE GARAGE STRUCTURE MUST BE S�-IOREI? w STORAGE ROOM PRIOR TO EXCAVATION OF THE UNDERPINNING Iry O \ T ; PITS. SHORING MUST REMAIN I1�T PLACE UNTIL THE 's STORAGE MAX. LOAD 40 w UNDERPINNING BLOCKS CONCRETE HAS CURED. _ PSF LIVE LOAD, 20 PSF �- DEAD LOAD h fop din door @Garage 17" TJ 16" O.C. OV. + � -3 N 1 s I 560 @ .C. Z 0-0 PRO OSED . PARALLAM PSL HDR. S O AGE = OM 4NEW 11 TJI 560 @ 16" O.C. Ww NEW GARAGE DOO(n a 9%4 p, STORAGE LOAD MAX. 40 PSF LIVE LOAD O c EXISTI \ a 20 PSF DEAD LEAD. GARAGE _ a (L —° oEXISTIN �_ — — — � Top hed Flo0 15t Floor LINE WALL TO BE I EXISTING w EXISTING NOV. + 0'- 0 DEMOLISHED " AGE t; bE5 GN CObFS ANb M��NObS A?�_ . NO `- — (2) 2X6 AC o 2020 NY5 F�5 PNAL CCU Lb % GM Q f-EXISTING P.C.FOUNDATION WALLS TERMITE SHIEL 201 NY5 UN UN CM AMMMM5 EXISTING P.C.- GARAGE APRON 20 5 WOOF WW COOFUC�"ION MANUAL O / EXISTING 4" P.C. o NEW P.C. APRO SLAB ���5Cp ��'11/� ANb LNG N����b M��10b5, LLJ EXISTING P.C. - - - - - - - — Top fini5hed 51ab @ 1 a5ement W W FOOTING Lu - �lev + 9'-�� - - - AOOw (V H O ONCRETE WORK: L I A-A N�PING 5FC110N NEW P.C. PIER 1'-4" X 1'-6' EXPOSE BURIED SIDE OF EXISTING FOUNDATION TO A DEPTH OF 4 FT. CLEAN EDGES OF CONCRETE WITH STEEL BRUSH. INSERT 36" #5 REBAR WITH 12" EPDXY EMBEDMENT, SPREAD BONDING AGENT. z INSTALL 4 BARS FOR THE EXISTING 8"X24"FOOTING AND 6 BARS (3 Q ON EACH SIDE) IN THE 40" DEEP WALL, TO BE FLUSH WITH EXISTING FOUNDATION WALL. POUR 3000 PSI CONCRETE 28 DAY STRENGTH. m LET IT SET FOR 3 DAYS BEFORE CONSTRUCTION. ADD TERMITE SIIIELD AND ACQ BOARDS TO LEVEL WITH EXISTING SILL PLATE. O 0 w a.. O U iw m p SIMPSON OU TYPE w ORNAMENTAL JOIST HANGER HAND RAILS AND STAIR U SIDING RAIL SYSTEMS MUST BE o SIMPSON OU TYPE 2X10 DECK JOISTS CAPABLE OF O ORNAMENTAL JOIST HANGER WITHSTANDING AT LEAST ry FLASHING 200 POUNDS OF FORCE w LEDGER FLASHING SEAL APPLIED WITHIN 2 #5 REBAR TO MATCH NEW 2X10 LEDGER BOARD INCHES OF THE TOP FOUNDATION HORIZONTAL 2X10 DECK JOISTS TOP OF NEW FOUNDATION REINFORCEMENT EXISTING EXTERIOR WALL EDGE, IN ANY DIRECTION ►- O EXISTING AND AT ANY POINT z %" LAG SCREWS DWELLING ALONG THE EDGE. Q EXISTING FOUNDATION INTO FRAMING, y STAGGERED ,` 5 �A A. O ACROSS LEDGER Q BOARD * v A 0 1,1�4 i'� Lij LU c� L M c � FaAR 0662 62." M M opesSiO� U FOUNDATION REINFORCEMEN APPROVED JOIST HANGER w O _ 2X10 ACQ D.J. @ 16' O.C. TUSA RESIDENCE APPROVED ADJUSTABLE 800 North Drive Mattituck, NY Iry POST BASE n FOOTING REINFORCEMENT, Project E n g i n ee r w f=- EXISTING BASEMENT HOLD-DOWN DEVICE MIN 750 LB CAPACITY AT 4 Chrl5tlan Tabct , P . E . z LOCATIONS, EVENLY 'Dow Con5UItin6j En Ineer DISTRIBUTED ALONG DEC AND ONE WITHIN 24"OF 12" O P.C. SONOTUBE o EACH END OF THE LEDGER, Phone : 631 -267-2490 cn HOLD DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER Email . . � HOLD-DOWN MANUFACTURER. catabet.pe@g mai I.COm , Building 5ection5 F0t?CH PFf& Scale 1/2'' - I'-0" Proposed m DRAWN BY; FR DRAWING # CHECKED BY; FR In 4 gs I 04 R/ CADdrawin damp Montys,NYYI 946 SCALE: I/4" = I -0�� on 37 ` O Phone: Email:Fernando@caddrawmgs.net DATE ISSUED: 0 112912024 O� L 73 Q Top Of goof f?idge �1ev� + 19�-0 ,211- - REVISEDO PAGE z O - - �-1"op Of Roof Midge R/ w z LU w O z F-- i w O pIT Top finished door Ist door NOt; P 5 6N CM5 ANb MMOb5 M 2020 NY5 ��5 b�N1"IAL �U �bING COb� z 20 7 NYS IN �O�M COb� AM�NbM�N�'S Q 0 2015 W 00P MMF CON5TFI CON MANUAL, w . 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Hampton Bays,NY 1 19146 O Phone:63 1-965-1837 Email:Fernando@caddrawimg5.net DATE 155UED: O 1/20/2024 U WJJW.CADdrawmg5.niet N L 73 Q U 11 O z O z A-06 1z W Q_ z w r- cz w O w OEXISTING oC ROOF TO REMAIN W zN01� P�516N CM5 ANn MMOn5 AFT a 2020 NY5 FT51P UTA, NW% CM 2011 NY5 UNIFORM CO2 AMUMN5 o N 2015 WOOb TO COWFUCfi ION MANX NEW ASPHALT SHING z ROOF ROOF TO MATCH FF,15CFVIV� AT MI PTP MT10n5, LU N EXISTING NEW 2X8 R.1 L. 7 NEW 2X12 ROOF RIDGE w , 16" O.C. m NEW ASPHALT SHINGLE O a U ROOF ROOF TO MATCH c o EXISTING Q z ti�lti�1 W A 06 1D cz EXISTING O A-04 ROOF TO o REMAIN FL O U U mLU O U A 04 NEW ASPHAL SHINGLE (2) ROOF ROOF TO MATCH Zxl2 �n n EXISTING EXISTING U n a n j �j n n I• n ' � ROOF oil o 011 011 011 II III II 0 N n 0 n 11 11 w II _ II _ II _ II II II _ II _ II 11 _ II REMAIN SEAL �/ Doll � Doll Doll Doll II II voll poll Doll poll III � III III III II II III III III III m III w III III III II II 911 911 911 III ~O Z to v1 vs v1 SIMPSON STRONG TIE w (i II wll wii II II wil wli wll wll z ..,, I... �.., ,..I I..I �, HHRC HIP RIDGE CONNECTOR Q all ali afi sill II II all all all 911 ail U all aH all II II all all all all �P �\ANA q0 all ,all all ali II II all all ail all 011 C oil oil oil II II oil 011 011 oil Q II `� II II II 11 II 11 II II --------- �' x III III III II II III III III III o ��(" z NU NU NU NU 11 u NU Nn NU NI1 2 06626 p o NEW ASPHAL SHINGLE9()FESSIONP� ROOF ROOF 10 MATCH EXISTI G O z 7 TUSA RE51 DENCE w 800 North Drive Mattituck, NY Project Engineer w �- 6 C h ristian Tabict, P . E . z � : Con5UItincj Encjincer in Phone: 631 -267-2490 Email : catabet.pe@gmaii.com 3 L o Roof Plan Q U ppOp05�n p00F UN BY; I Scale; I/4" - i'-011 DRAWN BY; FR DRAWING # CHECKED BY; FR CADdrawsng5 LIM O (V 5 W Montualk Hwy.#I I I SCALE: 1/4" = 1'-0° 3 Hampton Hay!,NY 1 194C Phone: ,3 1-9c5-1837 O Email:Fernando@�caddrawmy9.net DATE 155UED: 06/04/2024 U WWw,CADdirawmgs.—t N L 75 p SIMPSON STRONG TIE U HHRC HIP RIDGE CONNECTOR Top Of Roof I:idge ADDITION u- - - - - - - �lev !9'-0 y" O 2: 0 2X10 R.R. @ 16" O.C. 2,� �'t w PROPOSED ---2X8 COLLAR TIES @ 481, O.C. a.. STORAGE NOTE: THE GARAGE STRUCTURE MUST 13E SHORED ROOM w = STORAGE MAX. LOAD 40 PRIOR TO EXCAVATION OF THE UNDERPINNING PSF LIVE LOAD, 20 PSF PITS. SHORING MUST REMAIN IN PLACE (UNTIL THE DEAD LOAD \ I UNDERPINNING BLOCNS CONCRETE HAS CURED. w _ SHEET ROCK ON WALLS AND EUSED LAMINATE FLOORS \ - fop Fin door @ Garage O „-.., N 118" TJI 560 @ 16" O.C. �lev. �'-31I 4- J PRO OSED NEW54" X14" 2. t H PARALLAM PSL HDR. I �O GE a OM NEW 11 g" TJI 560 @ 16" O.C. GE LOAD MAX. 40 PSF LIVE LOAD O ° EXISTI 9%" O NEW GARAGE DOOR STORACL GE PSF DEAD LEAD. -1 GARAGE _ a - LINE OF EXISTIN E�I TING � fop F�hed FloorIst door WALL TO BE I GE w EXISTING DEMOLISHED I NOS; PF516N COP�5 ANn M�VOn5 AFT; o — (2> 2X6 AC o 2020 NY5 IT51P A, 21WIN6 COPF z EXISTING P.C. TERMITE SHIEL Q FOUNDATION WALLS EXISTING P.C. 2011 NY5 UNIFOFM CO2 AMNOT5 O GARAGE APRON 2015 WOOP FFAW CXTUCTION MANUA "- /� NEW P.C. APRON EXISTING 4" P.C. � p SLAB FFTV pTlU� ANb �NGIN��p�n M��10n51 lu x0 �;, EXISTING P.C. Top finished Slab @ Casement W 4 W FOOTING - - - - - - - - - nev, + O O rs+ (V H ONCRETE WORK: I A-A�UI�nING 5�C�1ON NEW P.C. PIER 1'-4" X 1'-6" EXPOSE BURIED SIDE OF EXISTING FOUNDATION TO A DEPTH OF 4 Scale;ilk" - I' 0" FT. CLEAN EDGES OF CONCRETE WITH STEEL BRUSH. 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ADD m TERMITE SHIELD AND ACQ BOARDS TO LEVEL WITH EXISTING SILL 0 PLATE. p w cL O U uw SIMPSm pw ORNAMENTAL O ST HANGER HAND RAILS AND STAIR SIDING p RAIL SYSTEMS MUST BE SIMPSON OU TYPE 2X10 DECK JOISTS CAPABLE OF OO ORNAMENTAL JOIST HANGER VA WITHSTANDING AT LEAST FLASHING w LEDGER FLASHIN 200 POUNDS OF FORCE SEAL L HE#5 REBAR TO MATCH NEW INCHES OF HE TOP APPLIED WITHIN 2 w 2X10 LEDGER BOARD CD FOUNDATION HORIZONTAL 2X10 DECK JOISTS I.— TOP OF NEW FOUNDATION REINFORCEMENT EXISTING EXTERIOR WALL EDGE, IN ANY DIRECTION O z %" LAG SCREWS EXISTING AND AT ANY POINT ALONG THE EDGE, INTO FRAMING, Q EXISTING FOUNDATION LLIN STAGGERED (� ACROSS LEDGER - Q BOARD -� r n W z M o ~ 6 06 2_1 2 6 M M oF NPR ESS1� U FOUNDATION REINFORCEME APPROVED JOIST RANGE w O --- --- MIN 2X10 ACQ D.J. @ 16" O.C. fit TUSA RESIDENCE � '-0" APPROVED ADJUSTABLE 800 North Drive Mattituck, NY -- -- POST BASE (L FOOTING REINFORCEME Project Engineer w = u EXISTING ~ HOLD-DOWN DEVICE MIN Chrl5tlan Tabet ,BASEMENT750 LB CAPACITY AT 4P . E . z LOCATIONS, EVENLY DISTRIBUTED ALONG DEC Con5UIting fncjinecr AND ONE WITHIN 24"OF �� 12 Ql P.C. SONOTUBE p EACH END OF THE LEDGE , Phone:HOLD DOWN DEVICES 631 -267-2490 T- FOUNPAWN PMI�5 SHALL FULLY ENGAGE 2 5cde; 1/2" - 1'-0" DECK JOIST PER Email : HOLD-DOWN catabet.pe@gmail.com MANUFACTURER. Q pOpCHn�1AI� Building 5ection5 Propo5ed m DRAWN BY; FR DRAWING # 1— CHECKED BY; FR CADdravwin95 MM s O d / 15 W Montuak hwy.#I I I SCA�' 1/4N — 1'_Ou Q.. Hampton 6ay9,NY 1 194G Phone:63 1-56a-1837 Email:Fernando@caddraw:ngs.net DATE 155UED: 06/04/2024 v WJvW.CADdraw,,,g5 net LOT COVERAGE CALCULATIONS LOT SIZE EXISTING PROPOSED oa Number List of Drawings Revision Date S_ LOT AREA 45234 SO,FT. Q BASEMENT 1760 SQ.FT. 1760 SQ,FT. A-00 Cover Page 05/10/2023 u- SLAB ON GRADE 487 SQ.FT. 487 SQ,FT. S-00 Proposed Site Plan 05/10/2023 o A-01 Proposed Basement Floor Plan 05/10/2023 2-1 1ST FLOOR HEATED AREA 1871 SQ.FT, 1986 SQ,FT, A-03 Proposed Roof Plan 0511012023 X2P 0 ED AS NOTED 1ST FLOOR PORCH 65 SQ,FT. 133 SQ.FT, A-04 Building Sections 05/1012023 DATE: B.P.# � A-05 Proposed Elevations 05/10/2023 FEE l i BY: rV 1ST FLOOR DECK 218 SQ.FT, 218 SQ.FT. p NOT! -Y BUILD!NG DEPARTMENTAT LU A-06 Proposed Elevations 05/1012023 6;33-7o5-1882 8AM TO 4PM FOR THE rL GARAGE 413 SQ,FT. 413 SO.FT. F'-I_L�+tAJING !NSPECTIONS: z EX-01 Existing Basement Floor Plan 05/1012023 :_-;��.,_;}��p REQUIRED LU TOTAL SQ.FT.OF DWELLING 2284 SQ.FT. 2399 SQ.FT. EX-02 Existing First Floor Plan 0511012023 �, ==:-0 f' '_)NCRETE _`' F—HP 0ING& PLUMBING rV EX-03 Existing Elevations 05110/2023 ... .;I-:,:,N 4. r=1N"AnL-CONSTRUCTION MUST = WIND SPEED CODE — 130 MPH ��E , TI ULETE FOR C.O. I.._ — ALL Cf�}C�STRUCTION SHALL MEET THE 1_ RE`;;_iIREF.fiENTS OF THE CODES OF NEW O YORK STATF. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS 1— NOTE: DESIGN CODES AND METHODS ARE COMPLY WITH ALL CODES OF w NEW YORK STATE &TOWN CODES o IN COMPLIANCE WITH AS REQUIRED AND CONDIIpTIONS OF 2020 NYS RESIDENTIAL BUILDING CODE ����� ����,.; I��� - NNINGBOARD SOf� HO D TOWN TRUSTEES LU t8 H z Q 1V O k.d i o _ c �:FANCY OR N IS UNLAWFUL i I^UT CERTIFICATE m 01= ^,NCY O C ►U RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. z Q w ED O LU NX: 2516N CM5 ANn WHOb5 AFT; 0 2016 INVNATONAI, F�51P N1NIAl, COPS - � - °'_uMB'NG- ,. �XII51�ING C�UI�� NG CMALL PLUMBING VVAS�"E---. _ WATER LINES NEED 2020 pT 51 P N�"I& CM OF NY5 p t TESTN B1:F:ORE.0 !4F?I ,< . 0 - 2020 NY5 UNIFON CM Q N WNT5 0 PLUMPER CERTIFICATION CJ' EAL m �N LEA 0 "'O"4TENT BEFORE RTIFICATE OF OCCUPANCY SOLDER USED IN WATER z SUPPL Y S STEM CANNOT }- EXCEED 2110 OF 1% LEADNEF . Q� OAN O Z ,"s",�fir, A El-1F47"'RICAL _ PISPECY ION REQUIREDUj c� O 066262`N 73 AROFES SIONP Q * O C'-r ca¢ion w May 1)v TUSA RESIDENCE O _ 800 North Drive Mattituck, NY LU Project Engineer ,L w Chrl5tlan Tabet , P . E . lighting Con5U1tin,5j Engneer i q;z; ;-,d, replaced or slia!!conform ^ ;spter172 Phone: 631 -267-2490 e "i Town Codd Email : catabet.pe@gmail.com S_ FR(ON T WE W Cover Page U 809 North Drive m Mattitcuk, NY DRAWN BY; FR DRAWING i U' CHECKED BY; FR ® O SCTM# CADdrawings SCALE: 1/4" = I'—O" hiampton Bay-,NY 1 1 94G O Phone:63 f-965-1837 ( , email:Fernando@caddrawinge.net DATE 155UED: 05/10/2023 v WAWCADdrawinge.net N O� 3 L U tL O z CU N R/ w IL z w n uw O w O IL n/ w O S 890 48' 40" E S g o ►� NISO 1 f . . . , ._ 56.10f S84001' 30►► E 0 6I.34— N ' ' PIPE FOUND PIPE FOUND . �` ' ' 31•25_'_� Lu W ; PIPE FOUND `�• —� . w o ' z Lu 22 20 18 16 14 12 10 G A 30 \ 2 \26 24 ` ` \ ` 1 . ` \ • \� -- 32 71'- 16' �0 o � 0 W �' � : � \ \ \ \ \ • ' o �� O � N MONUMENT FOUND � I r, \\\\ � \ \ TAX U it N ® � �� \ \ \ \ \ \ \ w � a : LOT Lu • \ 38.3 I W 5rSEAL O MONUMENT FOUND N 870 84' 0011 W ' ' 452.06' . . .__ . . — . . . . _ . . — . . . . ._._ . . . . ____ . . . , OVNNE , \\AN A. Y0 �n 4t,<hS Z ��OpOS�n 5I� p�AN PIPE FOUND `", i1 � m *V' i W (P��,o 06 262-� ROFES SIONP Q U IL O TU5A RESIDENCE w O 800 North Drive Mattituck, NY Project Engineer w Chrl5tian Tabct , F . E . Con5UItino Engnecr cn Phone: 631 -267-2490 Email : catabet.pe@gmail.com Q Site Flan 4� Stair Diet U Proposed DRAWN BY; FR DRAWING # L (� CHECKED BY; rR CADdnraWlnop SCALE: ® O 1 Hampton Bays,NY 11946 Phone:63 I-965-1 B37 Email:Fernando@caddrawinge.net DATE ISSUED: 05/f 0/2023 W%W.CADdrawmge.net GENERAL NOTES 12. PERFORM SURVEYS AS THE WORK PROGRESSES TO DETECT HAZARDS WOOD AND CARPENTRY NOTES HVAC NOTES RESULTING FROM SELECTIVE DEMOLITION ACTIVITIES. 1 . ALL FRAMING TO BE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THE 1 . CONTRACTOR SHALL BE RESPONSIBLE FOR THE MODIFICATION OF EXISTING . 1 . CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL EXISTING FIELD AMERICAN FOREST AND PAPER ASSOCIATION AMERICAN WOOD COUNCIL WOOD FRAME HVAC AS REQUIRED FOR NEW CONSTRUCTION AND FOR DESIGN OF NEW SYSTEM. MEASUREMENTS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ARCHITECT'S 13. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND CONSTRUCTION MANUAL 2001 5BC HIGH WIND EDITION AS WELL AS THE BUILDING CODE OF VERIFY DESIGN WITH OWNER AND ARCHITECT. PROVIDE ARCHITECT WITH MARKED U) ATTENTION IMMEDIATELY. NO CHANGES OR SUBSTITUTIONS MAY BE MADE UNLESS PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION NEW YORK STATE. IF THERE ARE ANY QUESTIONS, CONCERNS, OR ISSUES REGARDING THE UP DRAWING SHOWING LOCATIONS OF ALL PROPOSED REGISTERS AND DUCT � . APPROVED BY THE ARCHITECT. DO NOT SCALE DRAWINGS. DIMENSIONS TAKE OPERATIONS. INTENT, NOTES, FRAMING DIAGRAMS, OR DRAWINGS, CONTACT ARCHITECT FOR CLARIFICATION RUNS. � PRECEDENT OVER SCALE. PRIOR TO CONSTRUCTION. 2. PROVIDE CUT SHEET FOR ALL REGISTER COVERS, THERMOSTAT CONTROLS, § 2. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES. 14. UTILITY REQUIREMENTS: LOCATE, IDENTIFY, SHUT OFF, DISCONNECT, 2. STRUCTURE DESIGNED FOR THE MINIMUM LIVE LOADS REQUIRED BY NEW YORK RESIDENTIAL AND GRILLES FOR ARCHITECT REVIEW. INDICATE, SIZE, FINISH, AND PROPOSED AND SEAL OR CAP OFF INDICATED UTILITY SERVICES SERVING BUILDING TO CODE FOR ONE AND TWO FAMILY RESIDENTIAL BUILDINGS, OR THE BUILDING CODE OF NEW LOCATION. _z 3. VERIFY LOCATION OF UTILITIES AND EXISTING CONDITIONS. NOTIFY THE OWNER BE SELECTIVELY DEMOLISHED. AS REQUIRED YORK STATE, FOR ALL OTHER BUILDINGS, ANY INCREASE IN LOADS DUE TO CHANGE IN . C) OR ARCHITECT OF CONDITIONS DIFFERING FROM TH05E INDICATED ON THE FUNCTION, CONSTRUCTION MATERIALS, ETC.5HALL HAVE WRITTEN APPROVAL FROM THE 3. PROTECT DUCT OPENINGS DURING CONSTRUCTION UNTIL PROJECT Q DRAWINGS. ARCHITECT OR STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. COMPLETION. PREVENT DUST AND CONSTRUCTION DEBRIS FROM • U 15. DRAIN, PURGE, OR OTHERWISE REMOVE, COLLECT, AND DISPOSE OF ACCUMULATING IN DUCTS DURING CONSTRUCTION. 4. BEFORE: SUBMITTING A PRICE PROPOSALS FOR THI5 WORK, THE CONTRACTOR CHEMICALS, GASES, EXPLOSIVES, ACIDS, FLAMMABLE5, OR OTHER 3. THE BASIC STABILITY OF THE STRUCTURE IS DEPENDENT UPON THE DIAPHRAGM ACTION OF 11 SHALL CAREFULLY EXAMINE THE CONTRACT DOCUMENTS AND BECOME DANGEROUS MATERIALS BEFORE PROCEEDING WITH SELECTIVE FLOORS, WALLS AND ROOF ACTING TOGETHER. PROVIDE ALL GUYS, BRACES, STRUTS, ETC. 4. PROVIDE DUCT INSULATION AS FOLLOWS: SUPPLY DUCTS IN UNCONDITIONED 0 ACQUAINT=D WITH ALL GOVERNING CODES, ORDINANCES AND CONDITIONS OF DEMOLITION OPERATIONS. PERFORM NECESSARY ASBESTOS REMOVAL REQUIRED TO ACCOMMODATE ALL LIVE, DEAD AND WIND LOADS UNTIL FINAL CONNECTIONS ATTICS OR OUTSIDE THE BUILDING MUST BE INSULATED TO R-8. RETURN DUCTS THE WORK. NO EXTRAS OR CHANGE ORDERS WILL BE ALLOWED DUE TO FAILURE TO BETWEEN THESE ELEM�NT5 ARE MADE. IN UNCONDITIONED ATTICS OR OUTSIDE THE BUILDING MUST BE INSULATED TO UNDERSTAND THE CONDITIONS INVOLVED. PER CODE. R-4. SUPPLY DUCTS IN UNCONDITIONED SPACES MUST BE INSULATED TO R-8. 4. CONSULT FRAMING DIAGRAMS AND/OR DRAWINGS FOR FRAMING DIRECTIONS, SPACINGS, RETURN DUCTS IN UNCONDITIONED SPACES (EXCEPT BASEMENTS) MUST BE 5. CONTRACTOR SHALL VERIFY ROOF VENTILATION AT EAVES, OVERHANGS, I G. PROVIDE TEMPORARY WEATHER PROTECTION, DURING INTERVAL AND SIZES. IN NO CASE SHALL FLOOR AND ROOF FRAMING MEMBERS EXCEED 24" O.C. INSULATED TO R-2. INSULATION IS NOT REQUIRED ON RETURN DUCTS IN U� 50FFIT5, PLATES, FRAMING BAYS, AND RIDGES, , TYF. BETWEEN DEMOLITION AND REMOVAL OF EXISTING CONSTRUCTION, ON SPACING. BASEMENTS. . G. EXISTING KITCHEN TO REMAIN. EXTERIOR SURFACES AND NEW CONSTRUCTION TO ENSURE THAT NO 5. PROVIDE HOLDDOWN5 AT BOTTOM CORNERS OF SHEAKWALLS AS INDICATED ON PLANS. 5. ALL DUCT JOINTS, SEAMS, AND CONNECTIONS MUST BE SECURELY FASTENED WATER LEAKAGE OR DAMAGE OCCURS TO STRUCTURE OR INTERIOR PROVIDE CONTINUOUS LOAD PATH FROM HOLDDOWN TO FOUNDATION. WITH WELDS, GASKETS, MASTICS (ADHESIVES), MASTIC-PLUS-EMBEDDED-FABRIC, R/ 7, THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN PLANS AND DETAILS AREAS. OR TAPES. DUCT TAPE IS NOT PERMITTED. EXCEPTION: CONTINUOUSLY WELDED W' TO THE OWNER OR ARCHITECT AT ONCE. DEMOLITION OR EXCAVATION MAY G. PROVIDE REQUIRED STRAPPING TO RESIST UPLIFT AS INDICATED ON PLANS AND IN AND LOCKING-TYPE LONGITUDINAL JOINTS AND SEAMS ON DUCTS OPERATING AT REVEAL CONDITIONS OTHER THAN THOSE ASSUMED ON THE CONSTRUCTION 1 7. ERECT AND MAINTAIN DUSTPROOF PARTITIONS AND TEMPORARY STRUCTURAL NOTES. DOCUMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE LE55 THAN 2 IN. W.G. (500 PA). DUCTS SHALL BE SUPPORTED EVERY I 0 FEET z OWNER N ARCHITECT AT ONCE IF THIS OCCURS ENCLOSURES TO LIMIT DUST AND DIRT MIGRATION AND TO SEPARATE OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. COOLING W AREAS FROM FUMES AND NOISE. 7. PROVIDE ALL FLUSH FRAMED JOISTS, HEADERS, RAFTERS, AND RIDGE BEAMS WITH DUCTS WITH EXTERIOR INSULATION MUST BE COVERED WITH A VAPOR RETARDER. l-~- I 8. IF THE ARCHITECT IS NOT EMPLOYED BY THE OWNER TO PROVIDE REGULAR PREFABRICATED GALVANIZED METAL CONNECTORS AT EACH SIDE OF MEMBER. CONSTRUCTION PHASE SERVICE, INTERPRETATION OF THE CONTRACT DOCUMENTS 18. PROVIDE AND MAINTAIN INTERIOR AND EXTERIOR SHORING, BRACING, 8. PROVIDE DIAGONAL WOOD BRIDGING FOR WOOD JOISTS (ROOF AND FLOOR) AS FOLLOWS: G. PROVIDE AIR FILTERS AS REQUIRED IN THE RETURN AIR SYSTEM. SHALL BE BY THE OWNER. IN THE ABSENCE OF THE ARCHITECT, ALL QUESTIONS OR STRUCTURAL SUPPORT TO PRESERVE STABILITY AND PREVENT SPANS OVER 8'-O" -- ONE ROW 7. THE HVAC SYSTEM MUST PROVIDE A MEANS FOR BALANCING AIR AND WATER SHALL BE DIRECTED TO THE OWNER. MOVEMENT, SETTLEMENT, OR COLLAPSE OF BUILDING TO BE SELECTIVELY SPANS OVER 15'-0" --TWO ROWS SYSTEMS. CONTRACTOR TO BALANCE SYSTEM UPON COMPLETION OF PROJECT ,d , W VERIFY TRUSS JOIST MANUFACTURERS SPECIFICATIONS FOR SPECIFIC REQUIREMENTS. AND PROVIDE BALANCING REPORTS TO ARCHITECT. = 9. NO CHANGES OR SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY THE DEMOLISHED. BRIDGING SHALL BE CRO55 BRACES OF NOMINAL I X3 LUMBER OF SOLID 2X LUMBER. F-- ARCHITECT. BRIDGING SHALL BE SECURED IN ACCORDANCE WITH THE FASTENING SCHEDULE ON THE 8. EACH DWELLING UNIT HAS AT LEAST ONE THERMOSTAT CAPABLE OF I_ 10. ALL INSTALLATIONS BY CONTRACTOR, UNLESS NOTED OTHERWISE (UNO). 19. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT DRAWINGS. AUTOMATICALLY ADJUSTING THE SPACE TEMPERATURE SET POINT OF THE SPILLAGE ON ADJACENT SURFACES AND AREAS. LARGEST ZONE. 9. PROVIDE SOLID FLOOR DIAPHRAGM BRACING AT PANEL EDGES PERPENDICULAR TO FLOOR 0 51TEWORK NOTES 20. PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED SURFACES FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING, SPACED A MAXIMUM OF 4'-0" O.C. 9. THERMOSTAT AND SPECIAL CONTROL DEVICES HEIGHTS AT 60"TO CENTER. = CAUSED TO ADJACENT CONSTRUCTION BY SELECTIVE DEMOLITION I-- 10. PROVIDE APA RATED ROOF SHEATHING, EXTERIOR WALL SHEATHING, AND FLOOR 10. THE PROPER SELECTION, SIZING, INSTALLATION AND MAINTENANCE OF 1 . STRIP AND STOCKPILE ALL TOPSOIL IN AFFECTED AREAS FOR REUSE. OPERATIONS. SHEATHING. NAIL SHEATHING TO FRAMING ACCORDING TO THE FASTENING SCHEDULE ON THE RESIDENTIAL HVAC SYSTEMS ARE MAJOR FACTORS IN OPTIMIZING ENERGY 2. RE-GRADE DRIVE AND PARKING AREAS WITH 16" MIN. COMPACTED B DRAWINGS. SAVINGS. W BED OF 21 . RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH � APPROVED BANK RUN GRAVEL I 1 . PROVIDE ALL STUD BEARING WALLS WITH 2 CONTINUOUS TOP PLATES AND I CONTINUOUS I 1 . PERFORMANCE: RESTORATION INTO ADJOINING CONSTRUCTION TO REMAIN IN A MANNER BOTTOM PLATE. TOP PLATES SHALL OVERLAP AT CORNERS AND INTERSECTIONS WITH OTHER HEATING MODE: SYSTEM MUST BE CAPABLE OF MAINTAINING 729F WHEN 0 3. BACKFILLING OPERATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR. THAT ELIMINATES EVIDENCE OF PATCHING AND REFINISHING, LOAD BEARING WALLS. OUTSIDE AIR IS -5°F � FOUNDATION WALLS SHALL BE ADEQUATELY BRACED PRIOR TO BACKFILLING. D 4. PROTECT EXISTING TREES, VEGETATION, LANDSCAPING, AND SITE 22. DISPOSAL: PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT 1 2. PROVIDE A MINIMUM OF(3) STUDS AT EXTERIOR WALL CORNERS. COOLING MODE: SYSTEM MUST BE ABLE TO MAINTAIN 75Q WHEN OUTSIDE (L IMPROVEMENTS NOT SCHEDULED FOR CLEARING WHICH MAY BE DAMAGED BY ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-51TE. 13. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT NE LOCATED IN THE MIDDLE ONE THIRD OF AIR IS 100°F f/ CONSTRUCTION ACTIVITIES. THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF THE STUD LENGTH SHALL NOT EXCEED 1 2. HEAT PUMPS AND AIR CONDITIONERS, IF USED, MUST BE SIZED ACCORDING 23. DO NOT BURN DEMOLISHED MATERIALS. 25% OF THE STUD DEPTH. BORED HOLES SHALL NOT EXCEED 40% OF THE STUD DEPTH AND TO ACCA MANUAL J AND BE INSTALLED WITHIN A HALF TON OF THAT SIZE.= 5. PROVIDE EROSION CONTROL DEVICES IF REQUIRED. THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/8"TO THE EDGE OF THE STUD. NOTCHES = AND HOLES SHALL NOT OCCUR IN THE SAME CRO55 SECTION. 13. HEAT PUMPS AND AIR CONDITIONERS MUST HAVE A SEER RATING OF AT O G. REMOVE EXISTING PLANT MATERIALS TO BE DISTURBED BY EXTENT OF 24. TRANSPORT DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND CONSTRUCTION AND EITHER DISPOSE OF OR LEGALLY DEMOLITION OPERATION. LEAST 14 AND A HEATING SEASON PERFORMANCE FACTOR OF AT LEAST 8.2. 14. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS. >_ TRANSPLANT AT OWNERS DIRECTION. 14. ALL JOINTS IN THE AIR DISTRIBUTION SYSTEM SHALL BE SEALED WITH DUCT = CONCRETE NOTES 15. ALL STUDS, JOIST, AND RAFTERS SHALL HAVE FULL BEARING AT PLATES. BEARING SHALL MASTIC AND FIBERGLASS MESH OR AN ADVANCED ENERGY-APPROVED 7. CONSULT WITH OWNER FOR ANY PROPOSED IRRIGATION SYSTEM, OR NOT BE LESS THAN 3 1/2 EQUIVALENT. MODIFICATION OF EXISTING SYSTEMS. I) ALL CONCRETE 5LA155,FOOTING5 AND CAISSONS SHALL DEVELOP 8. SITE PLAN INFORMATION INCLUDING ANY TOPOGRAPHIC ELEVATIONS WERE 3,000P51 IN 28 DAYS. I G. PROVIDE SOLID ROOF DIAPHRAGM BRACING AT PANEL EDGES PERPENDICULAR TO FLOOR 15. TOTAL DUCT LEAKAGE MEASURED IN CUBIC FEET PER MINUTE AT 25PA SHALL FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING, SPACED A MAXIMUM OF 4'-0" O.C. BE LESS THAN 3% OF THE CONDITIONED FLOOR AREA. (I.E. IF THE HOUSE HAS LL_ TAKEN FROM SURVEY OF THE PROPERTY. SEE DRAWINGS FOR SURVEY DATE AND 2) ALL CONCRETE FORMWORK SHALL BE TIED AND BRACED TO FORM TRUE 1000 SQUARE FEET OF CONDITIONED SPACE, THERE SHALL BE NO MORE THAN FREPARER INFORMATION LINES, SQUARE CORNERS AND PLUMB WALLS. 17. FOR RENOVATIONS, EXPOSE EXISTING FRAMING (IF ANY) AND NOTIFY ARCHITECT PRIOR TO 30 CFM OF DUCT LEAKAGE WHEN TESTED)TESTED AIRFLOW MUST BE WITHIN +/- INSTALLATION OF NEW FRAMING TO CLARIFY AND CONFIRM DESIGN INTENT AND CALL OUT ANY 10% OF THE DESIGNED AIRFLOW . 9. SEED OR 50D AREAS DISTURBED BY CONSTRUCTION. RESTORE LAWNS AS 3) REINFORCING BARS SHALL CONFORM TO A5TM AG25 - MIN, YIELD EXISTING STRUCTURAL 5TRE55 OR MOISTURE DAMAGE. N_ REQUIRED. STRESS 40,K5I 16. HEATING EQUIPMENT SHALL BE (GAS/OIL) FIRED HIGH EFFICIENCY APPROVED J 10. CONSULT WITH OWNER FOR LANDSCAPING PLAN, PROPOSED PLANTING 15. ALL FRAMING LUMBERTO BE HEM FIR#2 OR BETTER, UNLESS NOTED OTHERWISE. NEW BY THE ARCHITECT SELECTIONS, AND PLANTING BED FINISHES. 4) WWF SHALL BE G X G - I O/I 0 CONFORMING TO ASTM 185 STUDS AND PLATES TO BE 5PF STUD GRADE OR BETTER.. JOISTS AND RAFTERS SHALL BE STRESS GRADED # 17. DOMESTIC HOT WATER STORAGE, IF APPLICABLE, SHALL BE INDEPENDENT 5) NO COLD JOINTS IN CONCRETE ADEQUATELY VIBRATE TO PREVENT AIR R I I . THE DRAWINGS INDICATE GENERAL PROVISIONS FOR DRAINING RAINWATER STORAGE FOP,HOT WATER HEATED BY THE MAIN BOILER. I.E. SUPER-5TOR, OR LLI� POCKETS AND HONEYCOMB EFFECT. 19. PROVIDE PRESSURE TREATED FRAMING LUMBER (ACQ) WHEN IN CONTACT WITH CONCRETE APPROVED EQUAL FROM THE SITE AND ROOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ROOF WALLS, SLABS, OR MASONRY . DRAINAGE AND FINAL GRADING, INCLUDING PAVEMENT AND LAWN AREAS SO THAT G) DO NOT POUR CONCRETE SUBJECT TO FREEZING CONDITIONS 18. ALL ELECTRICAL WIRING SHALL BE INSTALLED BY A LICENSED ELECTRICAL R/ WATER EITHER RUNS AWAY FROM STRUCTURES NATURALLY OR 15 PIPED TO 20. ALL FASTENERS, STRAPS, AND HANGERS USED IN FRAMING SHALL BE HOT DIPPED CONTRACTOR. 0 DAYLIGHT OR STORM DRAINAGE. GALVANIZED. VERIFYTHAT GALVANIZATION AND COATINGS FOR FASTENERS, STRAPS, AND 12. COMPLETELY CONTROL AND REMOVE ALL DEMOLITION DEBRIS, SCRAPS * HANGERS ARE SUITABLE FOR USE WITH SURROUNDING MATERIALS. USE COMPATIBLE METALS ELECTRICAL NOTES - GENERAL c� DUST. WHEN APPLICABLE. W 2 I . PROVIDE TERMITE SHIELD AND CLOSED DELL FOAM SILL SEAL AT SILL PLATE. INSTALL 1. LAYOUT AND MARK ALL ELECTRICAL DEVICES (LIGHT FIXTURES, QFOUNDATION NOTES SWITCHES, RECEPTACLES, ETC.) BEFORE SETTING ANY ELECTRICAL BOXES J ACCORDING TO MANUFACTURERS RECOMMENDATIONS. SILL PLATES SHALL HAVE FULL BEARING OR RUNNING OF ANY WIRING. GENERAL CONTRACTOR TO SCHEDULE WALK 1 . FOUNDATION DE51GN BASED ON SOIL BEARING CAPACITY OF 3000 FSF. IF ON THE FOUNDATION SYSTEM. THROUGH AND REVIEW WITH OWNER, FOR OWNERS APPROVAL, BEFORE D NOT ACHIEVED DURING EXCAVATION, NOTIFY ARCHITECT PRIOR TO COMPLETING ROOF AND WALL SHEATHING SHALL BE APA GRADED CDX PROCEEDING. WALK THROUGH TO INCLUDE LOCATING SPECIAL WIRING WORK. 22. MATERIALS: INCLUDING, PHONE JACKS, DATA-CATG , T.V. HOOK-UPS, AND STEREO AND Z ALARM WIRING. Q 2. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000P51. EXTERIOR 51DING SHALL BE CLEAR CEDAR U.O.N. EXTERIOR TRIM BOARDS SHALL BE CLEAR CEDAR U.O.N. 2. PROVIDE ALL POWER AND LIGHTING CIRCUITS AS REQUIRED BY CODE 3. PROVIDE 5/8" ANCHOR BOLTS EMBEDDED A MINIMUM OF 7" IN POURED EXTERIOR DECKING SHALL BE IFE U.O.N. AND PROVIDE AN ACCURATE LABELED PANEL BOXE(5) AT COMPLETION OF LLJ , CONCRETE OR A MINIMUM OF 15" IN MASONRY BLOCK. SPACING FOR ONE EXTERIOR RAILINGS HALL BE STAINLESS STEEL CABLE U.O.N. PROJECT. a] STORY STRUCTURES SHALL BE 72" O.C. SPACING FOR TWO STORY STRUCTURES INTERIOR WOOD TRIM SHALL BE PRIMED FINGER JOINT U.O.N. SHALL BE 30 O.C. PROVIDE ANCHOR BOLTS WITHIN 12" OF CORNERS AND INTERIOR RAILINGS SHALL BE GLASS U.O.N. 3. CONTRACTOR TO BE RESPONSIBLE FOR ALL ELECTRICAL WORK. R/ BOARD ENDS. COORDINATE WITH FRAMING. COMBUSTION SAFETY WOOD FLOORING SHALL BE SOLID HARD WOOD U.O.N. CONTRACTOR TO SUPPLY TEMPORARY DROP POLE FOR CONSTRUCTION, IF 0 4. MINIMUM FOOTING DEPTH TO BE 36" BELOW GRADE UNLESS NOTED. SEE CLOSET SHELVING FURNITURE GRADE PLYWOOD U.O.N. NECESSARY. �I DRAWINGS FOR FOOTING 51ZE AND REINFORCING DETAILS. 1 . ANY GAS APPLIANCE, OTHER THAN OVENS, LOCATED INSIDE THE I VO ; b�5 Gil COb�S Alb M� fOnS A��III CONDITIONED SPACE MUST BE DIRECT VENT OR POWER VENTED. 4. G.F.I. CIRCUITS TO BE USED IN BATHROOMS AND KITCHEN AND OTHER (L 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL. CONTACT ARCHITECT IF PLUMBING NOTES: LOCATIONS REQUIRED BY GOVERNING CODES OR AS INDICATED ON �J�I �I A� � Q� 2. ONE HARD-WIRED CARBON MONOXIDE SPA DETECTOR SHALL BE ELECTRICAL PLAN. 2O � ��I\I MOt V/ , I\�SIMI , CM O. OTHER CONDITIONS ARE PRESENT. INSTALLED PER 1 ,000 SQ. FEET OF LIVING SPACE (MINIMUM I PER FLOOR) I . PROVIDE AND INSTALL ALL PLUMBING FIXTURES AND FITTINGS SHOWN ON THE PLUMBING SCHEDULE. . U ' G. DO NOT BACKFILL FOUNDATION UNTIL FLOOR DIAPHRAGM HAS BEEN FULLY IN ALL HOUSES WITH ANY COMBUSTION APPLIANCE OR ATTACHED GARAGE. 5. PROVIDE LINE VOLTAGE SMOKE DETECTORS AS REQUIRED BY I I }� U_L INSTALLED. 2. HOT AND COLD WATER SUPPLY TO BE COPPER PIPING. INSULATE ALL COLD CODE. �X 51 NG �N WII V� CM THERMAL AND MOISTURE PROTECTION AND CIRCULATING DOIvi STIC HOT WATER SUPPLY PIPING WITH FOAM TYPE JACKET I� '. 6. TYPICAL SWITCH LOCATION I'-0" FROM OPENING WHEREVER POSSIBLE, 7. KEY ALL FOUNDATION WALL5 TO FOOTINGS. INSULATION. 2020 ��51b�N�"AI, COb� 0� NYS Q 1 . SEE WALL SCHEDULE FOR INSULATION VALUES AND TYPES TYPICAL SWITCH HEIGHTS AT 48 TO CENTER UNLESS NOTED OTHERWISE. 8. PROTECT ANY DAMP PROOFING AND INSULATION DURING BACKFILL 3. PEX PIPING I5 AV ACCEI'TABLE ALTERNATE COLOR- SELECTED BY ARCHITECT TYPE LEVITON DESIGNER SERIES. VERIFY AREAS LLl 2. FIBER GLASS BATT INSULATION SHALL BE MFG'D BY OWEN5 CORNING, JOHNS DI BE OPERATIONS. DIMMED. U MANVILLE OR APPROVED EQUAL. FORMALDEHYDE FREE ONLY THERMAL AND 4. WASTE LINES IN WALLS BETWEEN FLOORS, AND WITHIN CEILING AND FLOOR MASONRY NOTES ACOUSTICAL INSULATION FRAMING SHALL BE CAST IRON OTHER WA5TELINE5 MAY BE CAST IRON OR PVC, 7. TYPICAL DUPLEX POWER OUTLETS HEIGHTS AT 1 2" A.F.F. TO CENTER UNLESS 2020 NYS UN FOI\I V I COP� / \I V IUI V IM5 r-) ALWAYS CONSIDER AND CONTROL WASTE PIPING NOISE. 0 , 1 . STUCCO SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED 3. RIGID INSULATION SHALL BE RATED FOR GROUND CONTACT OTHERWISE NOTED ON THE DRAWINGS. � 2. IN THE RATIO OF I PART CEMENT,I PART LIME PUTTY, AND G I \T5 5. VENT PIPING MAY BE PVC PAINT EXTERIOR ROOF VENT STACKS FLAT BLACK 8. THERMOSTAT AND SPECIAL CONTROL DEVICES HEIGHTS AT GO"TO 3. SAND. ALL STUCCO SHALL BE APPLIED TO CLEAN, MOIST 4. SPRAY FOAM INSULATION (ICYNEINE) INSTALLED BY A ICYNENE INC. CERTIFIED USE NEOPRENE FLASHING COLLARS. CENTER. s EAL , I, - I u--L 4. CONCRETE AND MASONRY SURFACES. CONTRACTOR/ INSTALLER. CONFORM TO ALL MFG. SPECIFICATIONS FOR ' . R/ INSTALLATION OF SPRAY FOAM PRODUCTS G. ALL SOLDER CONNECTIONS TO BE MADE WITH LEAD FREE SOLDER. PROVIDE 9. TELEPHONE - PROVIDE 4 PAIR WIRING TO EACH JACK LOCATION, HOR"E . ',.' lLl 5. GROUT SHALL BE OF FLUID CONSISTENCY AND MIXED IN THE AFFIDAVIT FROM FLUMBERCERTIFYING LEAD FREE SOLDER HAS BEEN USED IN RUN TO PHONE PANEL. (LOCATION TO BE DETERMINED WITH OWNER) FOR 11� G. RATIO BY VOLUME OF ONE PART CEMENT, THREE PARTS SAND 5. ALL FLASHING TO 24 GA. METAL GALVANIZED OR PAINTED ACCORDING TO ACCORDANCE WITH ALL LOCAL REGULATIONS. CONNECTION TO TELEPHONE COMPANY SERVICE. " I 7. AND 2 PARTS PEA GRAVEL. SCHEDULE GRAVEL STOPS AND BEAM CAPS TO BE 22 GA. A. PROVIDE ALL REQUIRED f- 7. ANGLE STOPS, ESCUTCHEON PLATES, RISERS, ETC. I I . THE ELECTRICAL DRAWINGS SHOW SPECIAL SWITCHING POWER AND - - T.,• '7',r.< ., ,'.•.:::.::::.---.•j, G. FOUNDATION TO BE WATERPROOFED WITH THUROSEAL OR APPROVED EQUAL a'; .'- "...'' . .,,,-. 8. MASONRY UNITS SHALL BE STANDARD HOLLOW CORE UNITS TO COMPLETE INSTALLATION OF PLUMBING FIXTURES AND FITTINGS. CONTRACTOR T �;,.;.. ': 'r,;.c•,•• k, O LIGHTING ONLY. MINIMUM ELECTRICAL PROVISIONS REQUIRED BY CODE . ��,.,. ,.•,:; "' ;,..,.,,,, SEALANTS PROVIDE PROPER SEALANTS FOR EACH APPLICATION. IF SEALANT TYPE IS TO COORDINATE WITH OWNER/ARCHITECT FOR FINISHES AND INSTALLATIONi. . SEE ��- k:.u..: , : ,_. :. .•... + ' Z AND REGULATION SHALL BE BY THE CONTRACTOR. VERIFY LOCATION OF .':`t' '':r^. r" " r� '-,,Y -.. •-- . 9. HORIZONTAL REINFORCING SHALL BE STANDARD DUK-O-WALL NOT INDICATED OR OBVIOUS, VERIFY TYPE WITH ARCHITECT PRIOR TO APPLICATION. SCHEDULE FOR FIXTURE TYPE AND LOCATION. SWITCHES AND RECEPTACLES WITH OWNER PRIOR TO INSTALLATION. P: '"" 10. VERTICAL REINFORCING SHALL BE ASTM SPEC A G 15 TELEPHONE, DATA, AND CABLE TV OUTLETS SHALL BE ADJUSTED AS DIRECTED BY = .*,' --,.:_•;;. _;"",',., •;:: :: 1 - -•. ',.. :- " Q 7. PROVIDE FIRE-STOPPING AT ALL RATED PARTITION5,FLOORS AND CEILINGS. 8. PLUMBER TO VERIFY51ZE5 AND CAPACITIES OF ALL PIPING FOR INTENDED OWNER BUT MUST COMPLY TO ALL CODES ,'"�•..'.r:':^_:",--` ' 3.'<.'' :� .. ,. .":°:z ;_.:;n.`*W.- 1 1 . JOINT TREATMENT SHALL BE TOOLED MORTAR JOINTS ' " 1. 12. DECORATIVE LIGHTING FIXTURE SELECTION (NOT SHOWN ON LIGHTING �` i "';'; '= ;''•"::: 12. BRACE ALL WALLS UNTIL SECURELY TIED TO THE STRUCTURE. FINISHES 9. PROVIDE ALL REQUIRED TRAPS, CLEANOUT5, AND VENTS FOR INTENDED USE. `"` " ' _` f a. s*a ``'`''^"' ' ' SCHEDULE) :;< ;.:. `,..:'" : ,..: ";.:,•,•.:_ Z VERIFY LOCATIONS AND CLEARANCES WITH CONTRACTOR TO INSURE " " ''' ` `3�- I . SEE WALL SCHEDULE FOR GYPSUM TYPES COORDINATION OF EFFORTS WITH OTHER TRADES. SHALL BE BY OWNER. INSTALLATION SHALL BE BY CONTRACTOR. SEE ELECTRICAL .,.;,. .,.:.�^,,:'._'s ; " l A+' - -.k." : =,:�: ..I Q77. GENERAL STRUCTURAL NOTES DRAWINGS. , F�� ..: . n 2. HI IMPACT GYP. BD. SHALL BE MFG'D BY NATIONAL GYPSUM HI-IMPACT XF' 10. PROVIDE SHUT-OFF VALVES FOR BOTH HOT AND COLD WATER SUPPLIES AT t r ?p ' 1F; �,A-I` ? ': r := a .y N-..;. I . STRUCTURE DESIGNED FOR THE MINIMUM LIVE LOADS "' `` 'b.' a MOLD RESISTANT GYP.BD. SHALL BE NATIONAL XF GYPSUM BOARD OR GEORGIA PACIFIC DENS ALL FIXTURES AND FITTINGS. :'.`. ;':`' ` #'` r;�: ;' ::,' '''"`, "" � REQUIRED BY NEW YORK RESIDENTIAL CODE FOR ONE AND ,9_ M ca' a ,_ ~", ' `"''w.G ARMOR PLUS PAPERLESS WALLBOARD `"'':: '= "" T E BUILDING w''.^::, `=` ` : `,! .. 1.TWO FAMILY RESIDENTIAL BUILDINGS, OR THE i I . PROVIDE LABELS FOR PLUMBING VALVES EXCEPT UNDERCOUNTER SHUT "• ,'. v`': M CODE OF NEW YORK STATE, FOR ALL OTHER BUILDINGS, ANY OFF VALVES, H05E BIBS AND OTHER OBVIOUS EXPOSED VALVES. EX, "MAIN � � s�� .,,� -:. < }` INCREASE IN LOADS DUE TO CHANGE IN FUNCTION, 3. FIRE RESISTANT GYP BOARD SHALL BE 5/8 TYPE XP WATER SUPPLY SHUT OFF." ".:''" ;, :r �iYII - 73 CONSTRUCTION MATERIALS, ETC.SHALL HAVE WRITTEN '"` I., °' �"' -' APPROVAL FROM THE STRUCTURAL ENGINEER PRIOR TO .. .. Zi ;"....i. ' 4. SCREW ATTACH ALL GYPSUM BOARD WITH SCREWS APPROVED FOR THE APPLICATION 12. PROVIDE DRAIN DOWN VALVES FOR ALL OUTDOOR PLUMBING. ;;;,�r...a •'.`:';•' . "•-'`'}: Q PROCEEDING WITH CONSTRUCTION. =F. s �; °` ..y.. r:_ ` :'�' ..•,I'}'./F", ..,y+...Y�r. �.�`�ey': 7.•.n'..-'3.,:s:.�°'y'.+,•'•n:,:: •:...�... a.,':..:,...:"' f.'rY. .:: U 5. USE LOW VOC JOINT COMPOUND - MURCO, M-100 JOINT COMPOUND OR APPROVED EQUAL 13. PROVIDE AND COORDINATE WITH OWNER, THE LOCATION OF EXTERIOR HOSE ?e :"'' `::';: '' 2. THE BASIC STABILITY OF THE STRUCTURE IS DEPENDENT M N WH T 4_.,. .,;r.,t::.n., .•. ' .;:;r:.:;:";% .`. - ' .;a .:^.:':i'.,:'": .:; �' UPON THE DIAPHRAGM ACTION OF FLOORS, WALLS AND BIBS ( I OF 2) E HERSHOWN ON DRAWINGS OR NOT. _ . , r.. 0 G. CERAMIC TILE AS SELECTED BY THE ARCHITECT � , � �� ^ - ROOF ACTING TOGETHER. PROVIDE ALL GUYS, BRACES, STRUTS, ETC. REQUIRES TO ACCOMMODATE ALL LIVE, DEAD 7. TILE BACKING SHALL BE DENS SHIELD DO NOT U5E 'GREENBOARD' FOR TILE VENTILATION TUSA I�EsI DENCE AND WIND LOADS UNTIL FINAL CONNECTIONS BETWEEN USE LOW VOC TILE ADHESIVE MANUFACTURED BY AMP, "5AFECOAT- 3 IN I" , B05TIK FINDLEY D-5 w THESE ELEMENTS ARE MADE. PREMIUM OR D-40 DURAFLEX THIN SET 1 . EACH BATHROOM IMU5T HAVE AN EXHAUST FAN THAT EXHAUSTS A MINIMUM OF 50 CFM DIRECTLY TO THE OUTSIDE. THIS 15 THE MEASURED FLOW AS p- 8. WOOD FLOORING AS INDICATED ON THE DRAWINGS AND SCHEDULES INSTALLED, NOT THE RATED FLOW. 600 North Drive MattLtuck, NY 0 DEMOLITION NOTES RESILIENT FLOORING BY , SEE NOTES AND FINISH SCHEDULE 1 . REMOVE AND LEGALLY DI5P05E OF ITEMS EXCEPT THOSE 2. THERE MUST BE A MECHANICAL FRESH AIR VENTILATION SYSTEM THAT BRINGS (L INDICATED TO BE REINSTALLED, SALVAGED, OR TO REMAIN THE OWNER'S 9. CARPET BACKING/CUSHION SHALL BE NATURAL FIBER OF 100% RECYCLED FIBER CONTENT THE FOLLOWING AMOUNT Of FRESH AIR INTO THE HOME WHEN INSTALLED: (7.5 roJect End I neer MFG'D BY RELIANCE, LEGGETT $ PLATT OR SHAW CONTRACT GROUP. CFM)(NUMBER OF BEDROOMS + 1) + (.01 CFM)(5QUARE FEET OF CONDITIONED " PROPERTY. CARPET AS MFG'D BE , SEE NOTES AND FINISH SCHEDULE SPACE) I- 2. REMOVE AND SALVAGE: ITEMS INDICATED TO BE REMOVED AND 10. USE ONLY ZERO OR LOW VOC FLOORING ADHE51VE5 BY CHICAGO ADHESIVE PROD. CO., 3. THE FRESH AIP,VENTILATION SYSTEM MUST INCLUDE A DAMPER AND FILTER. Chrl5t Ian. Tabet , F . E . () SALVAGED REMAIN THE OWNERS PROPERTY. REMOVE, CLEAN, AND PACK JOHN50NIE, OR 51NAN CO 350 ALL PURPOSE ADHESIVE. FILTERS MUST BE ACCE55IBLE FROM THE CONDITIONED SPACE OR CRATE ITEMS TO PROTECT AGAINST DAMAGE. IDENTIFY CONTENTS OF 11 U CONTAINERS AND DELIVER TO OWNERS DESIGNATED STORAGE AREA. I 1 . INTERIOR PAINT SHALL BE LOW VOC LATEX BY AMP, SHERWIN WILLIAM5, BENJAMIN MOORE, 4. FRESH AIR INTAKES MUST BE INSTALLED AT LEAST 18 ABOVE FINISHED GRADE ZI I 3. REMOVE EXISTING PLANT MATERIALS AND EITHER DISPOSE OF OR DURON OR APPROVED EQUAL OR 12 ABOVE THE ROOF DECK. THEY MUST ALSO BE AT LEAST I 0 FROM Con5IJItinoj Enojincer TRANSPLANT AT OWNER'S DIRECTION. PLUMBING VENTS,CH IMNEYS, COMBUSTION APPLIANCE VENTS, DRYER VENT 12. SELECTION OF PAINT COLORS SHALL BE BY OWNER/ARCHITECT. ALLOW FOR UP TO 4 TERMINATIONS, AND EXHAUST FAN TERMINATIONS. . � 4. REMOVE AND REINSTALL REMOVE ITEMS INDICATED; CLEAN, SERVICE, DIFFERENT COLORS IN THE PROJECT BEFORE UPCHARGE5 APPLY. AND OTHERWISE PREPARE THEM FOR REU5E; STORE AND PROTECT 13. INTERIOR WOOD STAIN SHALL BE LOW VOC TUNG OIL OR STAIN MFG'D BY AMF, OSMO, 5. SOLID METAL, FLEXIBLE METAL, OR LINED, INSULATED FLEXIBLE DUCT MAY BE n AGAINST DAMAGE. REINSTALL ITEMS IN LOCATIONS INDICATED. USED. Phone : 631 -267-2490 WATER-BASE URETHANE, NATURAL VEGETABLE OR NUT OILS OR BEESWAX. ALL VENTILATION DUCTS IN UNCONDITIONED SPACES MUST BE INSULATED 5. DURING DEMOLITION NOTIFY ARCHITECT OF ANY CONDITIONS THAT 14. EXTERIOR PAINT SHALL BE MFG'D BY AMF 5AFECOAT, BEST PAINT INC - DURACRYL,COHAI,�N DIFFER FROM THOSE ASSUMED ON THESE DOCUMENTS. G. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MODIFICATION OF EXISTING 17-=- CO. KEIM 51LICATE PAINT HVAC AS REQUIRED FOR NEW CONSTRUCTION AND FOR DE51GN OF NEW SYSTEM. Email : . , G. EXISTING TO REMAIN: PROTECT CONSTRUCTION INDICATED TO REMAIN 15 EXTERIOR STAINS BY AMF SAFECOAT ECO DESIGN/BIOSHIELD PAINT CO., FUHR-ZVOG VERIFY DESIGN WITH OWNER AND ARCHITECT. PROVIDE ARCHITECT WITH MARKED . 0i AGAINST DAMAGE AND 501LING DURING SELECTIVE DEMOLITION. WHEN UP DRAWING SHOWING LOCATIONS OF ALL PROPOSED REGISTERS AND DUCT � PERMITTED BY THE ARCHITECT, ITEMS MAY BE REMOVED TO A SUITABLE, WATERBA5E, OR NATUKE5TAIN CO. RUNS. . ' . � PROTECTED STORAGE LOCATION DURING SELECTIVE DEMOLITION AND 16. EXTERIOR CLEAR FINISHES SHALL BE MFG'D BY UNITED FILSONITE LABS ,EXTERIOR 7. PROVIDE CUT SHEET FOR ALL REGISTER COVERS, THERMOSTAT CONTROLS, catabet.pe@gmail.com . THEN CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS. POLYURETHANE, TIMBER UV WOOD FINISH AND GRILLES FOR ARCHITECT REVIEW. INDICATE, SIZE, FINISH, AND PROPOSED 1e��� 7. EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED, 17. VANITY TOPS, ETC. TB5 BY OWNER/INT. DESIGNER. LOCATION. G�NFPI& hots OTHERWISE INDICATED TO REMAIN THE "- ...SALVAGED, REINSTALLED, OR O R SE R8. AND FITTINGS General Note s OWNER'S PROPERTY, DEMOLISHED MATERIALS SHALL BECOME THE METAL, OR FLEXIBLE DUCT. BUDILDENGOCAVT ESTMAYONOT BE USED Scale: I�4II , II-011 "" ^ Q CONTRACTORS PROPERTY AND SHALL BE REMOVED FROM THE SITE WITH "°" FURTHER DISPOSITION AT THE CONTRACTOR'S OPTION. AS A DUCT OR PLENUIM WITHOUT A SEALED DUCT BOARD OR METAL LINER. g U ":.:`,J >-- 8. PROVIDE PHOTOGRAPHS OR VIDEOTAPE, SUFFICIENTLY DETAILED, OF 9. ACCA MANUAL DUCT DE51GN OR EQUIVALENT REQUIRED; ,_ EXISTING CONDITIONS OF ADJOINING CONSTRUCTION AND 517E AN „r` - " °' ^�11k-I' IMPROVEMENTS THAT MIGHT BE MISCONSTRUED AS DAMAGE CAUSED BY „•I �,,,, 1..,�° DRAWN BY; FR DRAWING # _ , SELECTIVE DEMOLITION OPERATIONS. _ ; ..:.,;,.,' ;: U " :.. u:,. >�::,<..,�. ..�.:�.�a���,:.::.�,.:.. ��� CHECKED BY; FR 9. IDENTIFY AND ACCURATELY LOCATE CAPPED UTILITIES AND OTHER CADdraWingS1%H E SUBSURFACE STRUCTURAL, ELECTRICAL, OR MECHANICAL CONDITIONS. ® O u >' 15 W Montuak Hwy.#I I I SCALE: 1/4" = I'-O" 0 10. REGULATORY REQUIREMENTS: COMPLY WITH GOVERNING EPA 0 NOTIFICATION REGULATIONS BEFORE STARTING SELECTIVE DEMOLITION. Hampton Bays•G5 1837 Phone:63 I-965- 837 U � COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES Email•fernando@c.aciclrawinCJ5.net DATE ISSUED: 12/05/2022 HAVING JURISDICTION. : I 1 , OWNER AND ARCHITECT ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF BUILDINGS TO BE SELECTIVELY DEMOLISHED. COVER W/ ROOF SHINGLE RAFTER TIES @ I G" O.C. RIDGE CAP MODEL'C520' - CONTINUOUS RIDGE VENT COBRA MIN (14) 1 0-D NAILS 12 RIDGE VENT OR EQUAL INSTALL AS PER MANUF'S ROOF RAFTERS 5/8" GYPSUM BOARD m e / INSTRUCTIONS RAFTER CONNECTOR e %o LTWGT ARCHITECTURAL SHINGLES @ I G" O.C. HORIZONTAL SIDING SHINGLES OVER# 15 ROOFING Q RIDGE p o 1 2 RAFTER TIES @ I G" O.C. FELT OVER 1/2"THK(CDX.) D15L. 0 U o o MODEL'C520' PLYWOOD MIN (14)1 OAD NAILS FELT OR HOUSEWRA ALL JOINTS TO BE 0 0 1" MIN. AIR 5 TAPED �SEALED C.) p 5/8" CDX PLYWOOD SHEATHING () ° TJI R-1 9 BATT IN5ULATI c RIDGE BOARD OR BEAM ` ° DIMENSIONAL I G (KRAFT FACED) W ROOF RAF ROOF RAFTERS (SE NS (SEE PLANS) LUMBER CENTERS FOR SIZE �-SPACING) 2"x G" STUDS @ I G"O. WHERE STUDS DO NOT ALIGN W/RAFTERS ' z U-i t— INSTALL ICE AND WATER SHIELD AT EAVES, VALLEYS, INTERSECTIONS OF ROOF AND WALL llX AND ENTIRE ROOFS WHERE SLOPE 15 LE55 THAN 4112 = RAFTER-TO-RAFTER CONNECTION TYF. @ EACH RAFTER TYP. RIDGE VENT DETAIL RAFTER TIE DETAILS TYP. @ EACH RAFTER TYPICAL FLOOR JOISTS SPACING AND METAL TYPICAL EXTERIOR WALL CONSTRUCTION MODEL'C520' BY 51MFSON STRONG TIES MODEL'LT5' BY SIMPSON STRONG TIES CROSS BRACING .......................................... ...... . ............. ..................................................- 0 TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL NAILING SCHEDULE JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING USE EVERY OTHER NAIL HOLE 0, COMMON NAILS BOX NAILS ILI. ROOF RAFTERS IN A ROW TO PROVIDE THE (� 0 CODE-REQUIRED MINIMUM END ROOF FRAMING CENTER-TO-CENTER RAFTER CONNECTOR SPACING OP, ° LENGTH RAFTER TO TOP PLATE(TOE-NAILED) (TABLE 3.4A) 3-8D 3-1 OD PER RAFTER MIN (14) 10-D NAILS MIN (14) FO D NAIILS EA. CEILING JOIST TO TOP PLATE (TOE-NAILED) (TABLE 3.4A) 3-81D 3-1 OD PER JOIST 0 ° DBL. TOP PLATE WALL STUD 3G"-4 CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) (TABLE 3.9A) G-I GD 40D EACH LAP - W ° 00 CUT CEILING JOIST TO LAPS OVER PARTITIONS (FACE-NAILED) (TABLE 3.9 ) G-I GD 40D EACH LAP _. ° i BASE PLATE CLEAR 0 SPAN COLLAR TIE TO RAFTER(FACE-NAILED) (TABLE 3.GA) 3-8D 3-I OD PER TIE zGALV. MEATL STRAP BLOCKING TO RAFTER(TOE-NAILED) 2-8D 2-1 OD EACH END @ I G" O.C. MODEL'CS20' RIM BOARD TO RAFTER(END-NAILED) 2-1 GD 3-I GD EACH END RIM JOIST WALL FRAMING 1 TOP PLATE TO TOP PLATE (FACED NAILED) 2-I GD 2-I GD PER FOOT Q DBL TOP PLATE END TOP PLATES AT INTER5ECTIONS(FACE-NAILED) 4-1 GD 5-1 GD JOINTS EACH 51DE LLJ 0, LENGTH N PROVIDE MINIMUM I" STUD TO STUD (FACE NAILED) 2-1 GD 2-1 GD 24" O.C. J END DISTANCE o HEADER TO HEADER(FACE-NAILED) I GD I GD 16" O.C. ALONG EDGES o° EQUAL NUMBER OF o TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-1 GD 2-40D PER STUD LL1 SPECIFIED NAILS o BOTTOM PLATE TO FLOOR JOIST, BANDJOI5T, 2-1 GD 2-40D PER FOOT CD IN EACH END ENDJOI5T, OR BLOCKING (FACE-NAILED) ELF RAFTER TIE DETAILS TYP. @ EACH RAFTER FLOOR FRAMING Q MODEL'MT530' BY SIMPSON STRONG TIES STUD C PLATE TO RIM JOIST TO TOP PLATE TO STUD �7 CONNECTION @ i G" O.C. W / MODEL'BP' BY SIMPSON STRONG TIES JOIST TO SILL, TOP PLATE OF GIRDER(TOE-NAILED) 4-8D 4-I OD PER JOIST I— BRIDGING TO JOIST(TOE-NAILED) 2-8D 2-1 OD EACH END Q "SIMPSON" HC1Q8 r—2-1 Gd COMMON BLOCKING TO J015T(TOE-NAILED) 2-8D 2-I OD EACH END '51MP5ON" PHDG NAILS @ G" o.c. BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-1 GD 4-1 GD EACH BLOCK FOR FULL LENGTH LEDGER STRIP TO BEAM (FACE-NAILED) 3-1 GD 4-I GD EACH JOIST Q OF STUD PLATES JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D 3-I OD PER JOIST BAND JOIST TO JOIST (END-NAILED) 3-I GD 4-1 GD PER JOIST LLJ + BAND JOIST TO SILL OF TOP PLATE(TOE-NAILED) 2-I GD 3-[GD PER FOOT a] BLOCKING @ ENDWALL ROOF SHEATHING QII STRUCTURAL PANELS 8-D I OD G" EDGE/12"FIELD W I DIAGONAL BOARD SHEATHING NOTt: P 51GN CM5 AT M� IOb5 AFC p_ I"XG"OR I"X8" 2-8D 2-I OD PER SUPPORT 0 I"X 10"OR WIDER 3-8D 3-I OD PER SUPPORT 20181WF\NAf1ONk P�5 PMIA, COPS U -- CEILING SHEATHING �X 5�1NG �U bING COb� W 1 2" HEADER GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7" EDGE/10" FIELD "SIMPSON" HDQ8 2020 pf51PNA, COPS OF NY5 LLJ "51MP5ON" F'HD U NOTE: WALL SHEATHING I . SHEATHING AS PART OF SHEARWALL SEGMENT (SW.S) STRUCTURAL PANELS 8D I OD G" EDGE/I 2"FIELD 20�0 NY5 NUN CM AM PM�N1"5 WHERE NOTED ON FLOOR PLAN, SHALL BE CONTINUOUS 0 ' FIBERBOARD PANELS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT \_. ' MIN (14) 10-D NAILS 7/I G" GD -- 3" EDGE/G" FIELD n JOINTS. 8d COMMON NAILS @ G"o.c. EDGE t- FIELD j 25/32" 8D -- 3" EDGE/G" FIELD LLJ 2. HOLD DOWNS REQUIRED AT ALL 4 CORNERS OF SEAL STRUCTURE UNLESS OTHERWISE NOTED. I JACK STUD GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7" EDGE/10" FIELD LLJ 3. SEE CONSTRUCTION DETAIL(NAILING AND STRAPPING) a KING STUD =4W HARDBOARD 8D 8D G" EDGE/I 2"FIELD m DETAIL(HOLDOWN CONN). i PARTICLEBOARD PANELS 8D BD (SEE MANUF.) DIAGONAL BOARD SHEATHING ; .: , ;(:� :.' ,r. ;.:;.: •.r: "::' ;,.,;•::,..:. , 0 GALV. METAL TIE-DOWN AT CORNER OF STRUCTURE \ \ \/ z GALV. METAL TIE DOWN W/ IN 32" OF CORNER OF STRUCTURE I"XG" OR I"X8" 2-8D 3-I OD PER SUPPORT .>'' ''r;' <•.... ;ties° ;'; s•.-a :'' "':.';'.`' MODEL'HDQ8/ PHDG' BY 51MF5ON STRONG TIES `, K\\'\��\' r\� 9 I X 1011 OR WIDER 3-8D 3-I OD PER SUPPORT MODEL'HTT22' BY 51MP50N STRONG TIES ti. f ALUMINUM OR COPPER ROOF N n R�905.2.5 FASTENER.. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, S TAINLESS STEEL ALUM I G NAILS __..._....__............._........_.__.._._._ .... ... ' . � - :.,.,:•,-..:•- r. ,.., _.......__.........._......-..-..._.__._._..._.-.-_._...._.......... _............----______-_.._.._._._......--___.._._.......---------------- FLOOR SHEATHING .•-:•r. .;�:...,•,, � . s q, .,AC� ,2,;,..:,.,,.;, �'...'�s., MINIMUM 12 GAGE [0. 105 INCH (2.G7 mm)] ° C SHANK WITH A MINIMUM 3/6-INCH (9.5 mm) DIAMETER HEAD, ASTM F I GG7, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A STRUCTURAL PANELS z MINIMUM OF 3/4 INCH (19.1 mm) INTO THE (ROOF SHEATHING. I"OR LESS 8D I OD G" EDGE/12"FIELD ^`t<<.'�" -'' "''' a`." ; •'., K WHERE THE ROOF SHEATHING IS LE55 THAN 3/4 INCH (I 9. I mm)THICK, THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING. FASTENERS SHALL ' �� v GREATER THAN I" IOD I GD G" EDGE/G"FIELD '''` � COMPLY WITH ASTM F 16G7. ''�' ' '�"��';' " •: � DIAGONAL BOARD SHEATHING -':.1.;:.y-;�,;` �- �_ RIR905.2.G ATTACHMENT. ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER. FOR NORMAL APPLICATION, ASPHALT 5HINGLE5 SHALL BE SECURED TO THE I XG OR I X8 2-8D 3-I OD PER SUPPORT ROOF WITH NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE. WHERE THE ROOF SLOPE EXCEEDS 20 1"X 10"OR WIDER 3-8D 3-I OD PE SUPPORT UNITS VERTICAL IN 12 UNITS HORIZONTAL R SU OR 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED G INCHES ON-CENTER AT THE ? 4M41 .,:; ' '.•. s"':'': (20: 1 2), SPECIAL METHODS OF FASTENING ARE REQUIRED. HAVE A MINIMUM OF SIX FASTENS 5 PER SHINGLE WHERE THE ROOF IS IN ONE OF THE FOLLOWING PANEL EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN !'� ' ^.':.-.;;k .A: :> Y:• .,:Q EXCEPTION: ASPHALT.TRIP SHINGLES SHALL R U CATEGORIES: 1 . THE 3A51C WIND SPEED PER FIGURE RK301 .2(4) HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE i,:'°. •,,;. ;r i:,•:. ;,:y,,,?,-tr:.:.;,...;.:x::,.; :' r:• :` "';r• ,• ,.:';, ::;r LL 15 1 10 MILES PER HOUR(1 77 km/h) OR GREATER AND THE EAVE IS 20 FEET 2. THE BASIC WIND SPEED PER FIGURE RR301.2(4) IS 120 MILES PER DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN _,; •;:. •• s; ;rc;'.,;.c.... 0 HOUR(1 93 km/h) OR GREATER. 3. SPECIAL WIND ZONES PER FIGURE THE LOAD PATH. RR301 .2(4) (G09G mm) OR HIGHER ABOVE GRADE. 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF TUSA RESIDENCE L/ NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I GD NAIL PER FOOT. W p— 3. CORROSION RESISTANT I I GAGE ROOFING NAILS AND I G GAGE STAPLES ARE PERMITTED, CHECK 800 North Drive Mattituck, NY 00 FASTENERS FOR ASPHALT ROOF 5HINGLE5 IBC FOR ADDITIONAL REQUIREMENTS. n 10 Project Engineer, LLl T_ USE LIVE LOAD DEAD LOAD STRUCTURAL MEMBER ALL DiffOWABLE ON I"x3"VINYL COATED WD.REPAIRED pgNE/ Ch r l 5t i a n Tabet , h . E . (TO BE REPLACED OR REPAIRED AFTER EACH INSTALLATION) NEXTERIOR BALCONIES GO psf 10 psf RAFTERS HAVING SLOPES GREATER THAN 3 ON 12 WIT L/I80 U 9 Uy�T FASTENING SCHEDULE B NO FINISHED CEILING ATTACHED TO RAFTERS ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW OPENING DECKS 40 psf 10 psf / r; (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2001 EDITION) Con5dtin(� Engneer PASSENGER VEHICLE GARAGES 50 psf as per plan INTERIOR WALLS AND PARTITIONS H/180I"x2"WOOD 5'ACER / NOTATION A B C D E F ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 10 p5f FLOORS AND PLASTERED CEILINGS L/3GO PREDRILLED FASTENING HOLES @ 9" O.C. / _ Ln + A ROUGH OFN5 / II = 2'-0" 2 (I) 2"x4" I I I I ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 10 psf ALL OTHER STRUCTURAL MEMBERS U240 Phone : 631 -267-2490 = 4' 0" 4 (I) 2"x4" 2 2 2 2 ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/3G0 Email : G'-0" G (2) 2"x4" or(1) 2"xG 3 3 3 3 SLEEPING ROOMS 30 psf 10 psf EXTERIOR WALLS -WIND LOADS WITH BRITTLE FINI5HE U240 a I • I/2" CDX PLYWOOD STRUCTURAL STORM PANEL .; °`"` D 8'-0" 8 (2) 2"x4" or(I) 2"xG 3 3 3 3 w B STAIRS 40 psf 10 sf EXTERIOR WALLS -WIND LOADS WITH FLEXIBLE FINISH U120 a catabet.pe@gmail.com / o E C 10'-0" 10 (2) 2"xG" 4 4 4 4 p L z 1 2'-0" 12 (2) 2"xG" 5 4 5 4 GUARDRAILS AND HANDRAILS 200 Ib5 10 p5f NOTE: L=SPAN LENGTH, H=SPAN HEIGHT M / ROOF LOADING (LIVE = GROUND SNOW LOAD AD USq PbtT5 12 psf for attic a THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE 5tra in Details � / A- NUMBER OF 8d NAILS @ EA. END OF STRAPFINGS (TABLE 3.7, P. 157) � (TABLE GA P. 3 I G) AS PER FIGURE R301 .2(5) OF THE RESIDENTIAL 15 psf for oath COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE DETAIN NG _` �; �� 9 U / F CODE OF NEW YORK STATE DEFLECTION LIMITS HEREIN. :.. . , B- NUMBER OF SILL STUDS (ON FLAT) (DOES NOT APPLY TO DOORS) (TABLE 3.238, P.193) PKEDKILLED FASTENING HOLES @ 9" O.C. / MINIMUM UNIFORM DISTRIBUTED DESIGN LOADSL •K,x;;, s'A: C- NUMBER OF FULL HEIGHT KING STUDS @ EA. SIDE OF HEADER.(TABLE 3.23C, P.193) m / D- NUMBER OF I Gd NAILS. END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER I (REFER TO TABLE R301.5 OF THE RESIDENTIAL CODE OF NEW YORK STATE) DRAWN BY; FR DRAWING # WOOD CA51NG @ EA. SIDE(TABLE 3.7, P. 1 57) (TABLE GA P. 3 1 G) a\ . E- NUMBER OF JACK STUDS @ EA. END OF HEADERS (TABLE 3.22F, P.191) A55UME DBL. HDR. _ `"•• r',;,:...` CHECKED BY; FR U F- NUMBER OF I Gd NAILS END-NAILED THOUGH ADJACENT JACK 5TUD5 TO END OF 51LL(5) CADd ra WI nG�S @ EA. SIDE (DOES NOT APPLY TO DOORS) (TABLE 3.5, P. 1 57) t (TABLE GA PAGE 3 1 G) SCALE: 1/4" = P-0" oO I S W Montuak Hwy.#I I I (L Nampton Bays,N'f 11 94G i 0 i Phone:G3 1-9G5-1537 TYPICAL HIGH WIND WINDOW PROTECTION FOR NEW WINDOWS NAILING STRAPPING @ EXTERIOR WINDOW/DOOR HEADER email:Fernando@cactiraw,ng5.net DATE ISSUED: 1 2/05/2022 U I 0 I ^ WWW(.CADcirawin,35.net GENERAL NOTES R323.3 FASTENERS FOR PRESSURE TREATED WOOD: HOT-DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICONE R905.2.7. I ICE PROTECTION: ICE BARRIER R QUIREMENTS PER TABLE P.301.2(1), IF APPLICABLE: NEW YORK 51"ATE RESIDENTIAL CODE: ONE AND TWO FAMILY DWELLINGS INSTALL PER R301 .2.1 . 1 WIND DESIGN CRITERIA: THE STRUCTURE, STRUCTURAL CONNECTIONS AND FRAMING BRONZE OR COPPER OR 1/2" DIAMETER STEEL BOLTS. MANUFACTURER'S SPECIFICATIONS AT ALL EAVES TO A POINT AT LEAST 24" INSIDE EXTERIOR N SYSTEMS HAVE BEEN DESIGNED TO RESIST HORIZONTAL LOADS ASSOCIATED WITH 120 WALL NAILING SCHEDULE V' 1, . 7- MPH WIND LOADS FOR EXFO5URE B IN ACCORDANCE WITH MANUAL(A5CE 7) MINIMUM R401 .4 FOOTINGS: SHALL BEAR ON UNDISTURBED INORGANIC SAND, GRAVEL CLA55 GW, GP, 501L WITH A LINE AND AT ALL VALLEYS. CONNECTION FASTENING TYPE MINIMUM I.JOIST TO SILL OR GIRDER 3-8d TOENAIL DESIGN LCADS FOR BUILDINGS AND OTHER STRUCTURES". WIND LOADS ARE KE515TED R905.2.7.2 UNDERLAYMENT: INSTALL UNDERLAYMENT WITH CORROSION RESISTANT FASTENERS PER •:.1;'� ' � DE EXTERIOR PLYWOOD SHEATHING AND INTERIOR WOOD STUD WALLS WITH GYPSUM BEARING CAPACITY OF 3000 PSF MEETING THE REQUIREMENTS OF SEISMIC SITE CLA55 D OR BETTER PER TABLE 2. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3-8d TOENAIL MANUFACTURER5 SPECIFICATIONS APPLIED ALONG THE OVERLAP NOT FARTHER APART THAN BOARD. Sf=E WALL DETAILS FOR NAILING AND CONNECTORS. I G 15. 1 1 OF NYS BUILDING CODE. FOOTINGS MAY AL50 BEAR ON ROCK OF APPROVED COMPACTED FILL PLACE IN 3611 3. SOLE PLATE TO JOIST OR BLOCKING 3-1 Gd at 16"O.C. FACE NAIL i ,, Q ''•! ;..• Q ' TABLE R301 .2(2) C O.C. 4. STUD TO TOP PLATE 3-8d OR 2-1 16d TOENAIL MAXIMUM LIFTS. IN AREAS LIKELY TO HAVE EXPANSIVE, COMPRESSIBLE, SHIFTING OR OTHER UNKNOWN 501L Q DOOR AND WINDOW REQUIRED DESIGN VALUES: 5, STUD TO SOLE PLATE 3-8d O,2-1 6d TOENAIL CHARACTERISTICS, A SOIL TEST BY A APPROVED AGENCY SHALL BE PERFORMED TO DETERMINE THE SOIL'S _11 U • ALL EXTERIOR.WINDOWS AND DOORS SHALL MEET MINIMUM WIND PRESSURES IN POUNDS PER CHARACTERISTICS AT A PARTICULAR LOCATION. R905.9 BUILT-UP ROOFS: MINIMUM SLOPE 1/4" PER FOOT(2%) FOR DRAINAGE. G. DOUBLE STUDS I Od AT 24"O.C. FACE NAIL . 11 SQUARE FOOT (P.S.F.) FOR 30'-O" MEAN ROOF HEIGHT, EXP05URE B, ZONE 5 AS FOLLOWS: 7.DOUBLE TOP PLATES IOd AT 24"O.C. FACE NAIL R402.2 CONCRETE: A MINIMUM COMPRESSIVE STRENGTH IS REQUIRED AT THE FOLLOWING LOCATIONS AS RICO] MASONRY CHIMNEYS AND FIREPLACES: TO BE CONSTRUCTED IN ACCORDANCE WITH CODE B.TOP PLATES, LAP AND INTERSECTIONS 2-10d FACE NAIL z CATEGORY CATEGORY CATEGORY DETERMINED BY TABLE R402.2 (SEVER WEATHERING COLUMN), PROVIDE 5% AIR ENTRAINMENT IN ALL SECTION 9. CONTINUOUS HEADER,TWO PIECES IGd AT IG"O.C. ALONG EACH EDGE FACE NAIL WINDOW/DOOR SQ.FT. AREA CONCRETE. I0 MPH WIND 120 MPH WIND 130 MPH WIND R1001 I .! - RI003.13. 0 10 5Q.FT, 1 7.D P.S.F. 20.0 P.5.F. 24.0 F.5.F - BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE BELOW GRADE: 2500 PSF 10. CEILING JOISTS To PLATE IOd TOENAIL (I) 20 SQ.FT. I G.0 P.S.F. 19.0 P.S.F. 22.0 P.5.F - ABOVE GRADE FOUNDATION WALLS, VERTICAL CONCRETE EXPOSED TO WEATHER: 3000 PSF KI 004 FACTORY BUILT FIREPLACES: TESTED IN ACCORDANCE WITH ULI 27 LABELING ON EQUIPMENT I 1. CONTINUOUS HEADER TO STUD 3-8d TOENAIL PORCHES AND GARAGE 5LA55: 3500 PSF PER 1 2.CEILING JOISTS, LAPS OVER PARTITIONS 4-8d FACE NAIL 50 5Q.FT. 14.D P.S.F. 17.0 P.S.F. 20.0 P.5.F. CODE M 1303 � M 14 14.1 AND INSTALLED PER MANUFACTURERS SPECIFICATIONS. EXTERIOR AIR 5 3. CEILINGS JOIST TO PARALLEL RAFTERS 3 I Oct FACE NAIL R/ I 100 5Q.FT. 13.0 P.S.F. I G.0 P.S.F. 1 9.0 P,S.F. K405. 1 FOUNDATION DRAINAGE: INSTALL DRAINS AROUND FOUNDATION, RETAINING EARTH AND ENCLOSE INTAKE FROM EXTERIOR OF DWELLING "OR FROM SPACES WITHIN THE DWELLING VENTILATED WITH 14. RAFTER TO PLATE 3-I Od TOENAIL LLJ HABITABLE OUT5IDE AIR SUCH AS CRAWL OR ATTIC SPACES". GARAGE AND BASEMENT EXCLUDED FROM 15. BUILT-UP CORNER STUDS 2-I Gd z K301 .2.2 SEISMIC: EXCEPTION: ONE t TWO FAMILY DWELLINGS IN 5EI5MIC SPACE LOCATED BELOW GRADE. DRAIN SYSTEM NOT REQUIRED IN SAND-GRAVEL MIXTURE SOIL PER GROUP I OUTSIDE 24"O.C. (L LLJ CATEGORIES B AND C AND SOILS, TABLE R405. . AIR SOURCE. CHASES SHALL BE FIRE STOPPED AT EACH FLOOR AND CEILING AND INSULATED I G, ROOF RAFTERS TO RIDGE,VALLEY, OR HIP 4-16d TOENAIL TOWN HOUSES LOCATED I SEISMIC CATEGORY B ARE EXEMPT FORM SEISMIC THOROUGHLY ON INSIDE AND OUTSIDE WALLS TO REDUCE AIR INFILTRATION. 3-16d FACE NAIL R406.I DAMPROOF/WEATHERFROOF FOUNDATIONS: FOUNDATION WALLS SHALL BE DAMPROOFED FROM 17. RAFTERS TIES RAFTERS FACE 3-8d FACE NAIL REQUIREMENTS. THE TOP OF THE FOOTING TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LE55 THAN 3/8" PORTLAND M 1 305.1.1 FURNACES IN CLOSETS: TO HAVE A MINIMUM 30" CLEARANCE IN FRONT OF UNIT FOR 18. SUBFLOORTO FRAMING 8d COMMON G"O.C. AT EDGES, 12"O.C. INT. SUPPORTS FOUNDATIONS TO BEAR ON 501L OF 51TE CLA55 D OR BETTER FOR CEMENT SERVICE. DWELLINGS TO BE CLOSET WIDTH TO BE MINIMUM 12"WIDER THAN FURNACE AND 3" MINIMUM CLEARANCE AT 19. WALL SHEATHING TO FRAMING 8d COMMON 6"O.C. AT EDGES, 12"O.C. INT.SUPPORTS PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE DAMPROOFED WITH A BITUMINOUS 20. ROOF SHEATHING TO FRAMING 8d COMMON 6"o.C. AT EDGES, 12"O.C. INT. SUPPORTS(SEE NOTE B) LL! SEISMIC CATEGORY C. COATING, 3 POUNDS/SQUARE YARD OF ACRYLIC MODIFIED CEMENT, I/8"COAT OF SURFACE-BONDING MORTAR BACK= COMPLYING WITH ASTM C887. CONCRETE WALLS SHALL BE DAMPROOFED BY APPLYING ANYONE OF THE ABOVE AND SIDES. PROVIDE ACCESS PANEL OPENING LARGE ENOUGH TO REMOVE LARGEST APPLIANCE 21. GYPSUM WALLBOARDI 5d COMMON 4"O.C. AT EDGES, 8"O.C. INT. SUPPORTS E- K301 .4 DESIGN LIVE LOADS: BUT � LISTED DAMPROOFING MATERIALS TO THE EXTERIOR OF THE WALL. NOTE A: NOTE B: . R301 .5 EXTERIOR BALCONY: 40 P5F NOT LE55 THAN 22"X 30". FOR APPLIANCES LOCATED IN ATTIC, INSTALL SWITCH OPERATED ALL NAILS ARE SMOOTH COMMON OR DEFORMED SHANKS EXCEPT WHERE NAILS FOR ATTACHING ROOF SHEATHING TO D WOOD DECK: 40 F5F " LIGHTING FIXTURE AND RECEPTACLE. PROVIDE CLEARANCES PER MANUFACTURERS O R40G.3 POROUS FILL: BACKFILL WITH THE SAME MATERIAL USED FOR FOOTINGS, UP TO HEIGHT OF I -0 ABOVE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING INTERMEDIATE SUPPORTS SHALL BE SPACED 6" O.C. U240 ATTICS WITH STORAGE: 20 PSF FOOTING FOR WELL DRAINED SITES, OR 112 THE TOTAL BACKF ILL HEIGHT FOR POORLY DRAINED SITES. COVER INSTALLATION CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS � L/3GO FLOOR (NOT BEDROOMS): 40 PSF INSTRUCTIONS. AS FOLLOWS:80(K5I)(55 MPA) FOR SHANK DIAMETER OF 0.192"(god FOR MINIMUM 48" DISTANCE FROM RIDGES, EAVES AND POROUS FILL WITH STRIPS IO 30 POUND ASPHALT PAPER OR 6 MIL POLYETHYLENETO PERMIT WATER SEEPAGE AND COMMON NAIL), 90 KSI (620 MPA) FOR SHANK DIAMETERS LARGER THAN GABLE END WALLS; AND 4"O.C. TO GABLE END WALL U3G0 BEDROOM FLOORS: 30 PSF AVOID FINE SOIL INFILTRATION.45 PSF (GROUND SNOW LOAD) M 1307.3 APPLIANCES WITH IGNITION SOURCE SHARING GARAGE FLOOR TO BE ELEVATED 18" 0.142"BUT NOT LARGER THAN 0.177", AND I00 KSI (G89 MPA) FOR SHANK FRAMING. U 180 ROOF W U240 ATTICS WITH FIXED STAIRS: 30 P5F R406.34 BACKFILL: REMAINDER OF EXCAVATED AREA ABOVE POROUS FILL SHALL B MINIMUM ANDE BACKFILLED WITH SAME TYPE DIAMETERS OF 0.142"OR LESS. (f) PROTECTED FROM IMPACTED BY VEHICLE. NOTE: ALL LUMBER TO BE HEM FIR#2 OR BETTER 0 K3 10.2.2.4 MAXIMUM DEAD LOADS: SOIL REMOVED DURING EXCAVATION. BACKFILL NOT TO BE PLACED AGAINST WALL UNTIL WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE PER CODE SECTION R404.1 .7. M1501 .3 CLOTHES DRYER DUCT: NOT TO EXCEED 25' (EXCLUDING TRANSITION DUCT) AND REDUCED ROOF/CEILING: 15 PSF 2 1/2' FLOOR: 10 PSF FOR EVERY 45 DEGREE BEND AND 5' FOR EVERY 90 DEGREE BEND. INSTALL BOOSTER FAN FOR ROOF NAILING SCHEDULE WALL SHEATHING NAILING SCHEDULE D_ EXTERIOR WALL: 1 5 P5F EACH I CRAWL SPACE VENTS: PROVIDE I S.F. PER 150 S.F. OF FLOOR AREA. INSTALL VENTS WITHIN 3 FEET OF ADDITIONAL LENGTHS. CLOTHES DRYER EXHAUST SYSTEM SHALL COMPLY WITH CODE SECTION 120 MPH WIND ZONE (3 SECOND GUSTS) 120 MPH WIND ZONE(3 SECOND GUSTS) INTERIOR WALL: 10 F5F EACH CORNER OF FOUNDATION. CRAWL SPACE ACCESS PANEL TO BE MINIMUM 18"X N M% UNLESS M 1501 . 1 LISTED AND LABELED IN ACCORDANCE WITH UL2 1 58A. EXHAUST DUCT 51ZE SHALL USE 1/2"CDX ROOF SHEATHING FASTEN USE 1/2" CDX WALL SHEATHING FASTEN ' MECHANICAL EQUIPMENT LOCATED PROVIDE A 22"X 30" ACCESS OPENING PER SECTION M 1305.I .4.it I� COMPLY WITH 8D COMMON GALVANIZED NAILS 2" WITH 8D COMMON GALVANIZED NAILS 2" = TABLE R301 .7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS II WITH CODE SECTION M 1501 .2. X i i I/2" GA. - PATTERN AS INDICATED X I I I/2"GA. - PATTERN AS INDICATED R502.4 FLOOR PLUMBING CHASE: BLOCKING TO BE FULL DEPTH AT 48 O.C. MAXIMUM. STRUCTURAL MEMBER ALLOWABLE BELOW BELOW 0 DEFLECTION M 1 50G.3 EXHAUST FANS: IN BATHS WHEN REQUIRED TO HAVE MECHANICAL EXHAUST CAPACITY OF }. Rafters having 510re5 < than /I UI R502.6 BEARING ENDS OF JOIST, BEAMS OK GIRDERS SHALL HAVE MINIMUM 1 1/2" OF BEARING ON WOOD AND 50 CFM O 0 3 z with no finished celhn attached to rafters METAL AND 3" MINIMUM ON CONCRETE. J015T FRAMING FROM OPPOSITE SIDES OVER BEARING SUPPORT I Q Interior walls and partition H/1 80 MINIMUM LAP 3" MINIMUM (3) I OD FACE NAILS. LEDGER STRIPS NOT UNLESS THAN 2"X 2" INTERMITTENT OR 20 CFM CONTINUOUS. a/ Floors and la5tered ceilin s U3G0 O 0 All othe^ structural members U240 R502.7. 1 J015T BRIDGING: ONLY J015T EXCEEDING 2"X 12"ARE REQUIRED TO BE SUPPORTED LATERALLY AT MID WHERE 5.3 CHIMNEY TERMINATION: CHIMNEYS SHALL EXTEND 3' 0" ABOVE THE HIGHEST POINT WHERE IT I 11 SPAN BY SOLID BLOCKING OK DIAGONAL BRIDGING (WOOD OK METAL) AT INTERVALS NOT EXCEEDING 8'-0". >(2)Exterior walls with taster or 5ltucco flnl5h H/3GO ENGINEERED J015T BRIDGING PER MANUFACTURERS INSTALLATION REQUIREMENTS. PASSES THROUGH ROOF AND AT LEAST 2'0"ABOVE ANY PORTION OF ROOF WITHIN Iwalls - wind loads with brittle finishes U240 HORIZONTAL C) Exterior walls - wind loads with, flexible finishe U 1 20 DISTANCE OF 10'-0" 4 LLJ R502.8 DRILLING AND NOTCHING DIMENSIONAL LUMBER: TO CONFORM TO SECTION R502.8. 1 AND FIGURES 0 N R508.8 SECTIONS R802.7.1 FOR JOIST, RAFTERS AND BEAMS/ RGO2.G FOR STUDS/KGO2,G. I FOR WALL . �1 NOTE: L = SPAN LENGTH, H = SPAN HEIGHT PLATES/ R602.7 FOR P2A801 .5 WATER HEATERS: NOT INSTALLED ON SLAB SHALL BE INSTALLED IN A GALVANIZED STEEL I Q i-' A. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT HEADERS AND FIGURE RG02.G(I)AND (2). FOLLOW MANUFACTURERS SPECIFICATIONS FOR ENGINEERED WOOD AND CLADDING LOADS FORTHE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. PRODUCTS. HAVING A MINIMUM THICKNESS OF 24 GAAGE AND I I/2" DEEP AND PROVIDED WITH A DRAIN G W R303 (1) HABITABLE ROOM VENTING: 'WINDOW OPENING MINIMUM 4% OF FLOOR AREA OR LINE. 2O © 41 m ' MECHANICALLY VENTED PRODUCING 0.35 AIR CHANGE PER HOUR EXCEPT BEDROOMS AND R502.1 2 DRAFT STOPPING: INSTALL 1/2" GYPSUM BOARD OF 3/8" PLYWOOD OR PARTICLE BOARD PARALLEL 3 TO OPEN WEB FLOOR JOISTS WITH FINISHED TOP AND BOTTOM FLANGES EVERY 1000 SF OF CONCEALED SPACE. NOTE: CODE SECTION 1225.2 O I 4 Q . R/ FINISHED BASEMENTS. LOCATION OF CARBON MONOXIDE DETECTORS: AT LEAST ONE CARBON MONOXIDE ALARM SHALL BE . I 0 PROVIDE STOP MATERIAL AT SUSPENDED CEILINGS UNDER FLOOR FRAMING EVERY 1000 5P OF CONCEALED PROVIDED . (2) HABITABLE ROOM LIGHTING: GLAZING MINIMUM 8% OF FLOOR AREA OR ARTIFICIAL LIGHT SPACE. IN EACH DWELLING UNIT. THE REQUIRED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN THE C) , OF R503. 1 SHEATHING: IMMEDIATE 4' 4' 6 FOOT CANDLES AT 30 " ABOVE FLOOR. SU[3FLOORING 16" O.C. SUPPORT (5/8") MINIMUM VICINITY OF BEDROOM(5) ON THE LOWEST FLOOR LEVEL OF THE DWELLING UNIT CONTAINING . g 24" O.C. SUPPORT (3/4") MINIMUM BEDROOM(5). ZONE i ZONE 2 ZONE 3 ZONE 4 . R303.G HABITABLE ROOM HEATING: CAPABLE OF MAINTAINING MINIMUM G8 EGRESS AT A POINT ROOF SHEATHING I G" O.C. SUPPORT(I 12") MINIMUM TABLE P301 .2(1) • , D, 3G" FIELD 8"O.C. 1 2"O.0 3" O.C. 4" O.C. ZONE 5 ZONE G D_ TABLE R803. 1 > 24" O.C. SUPPORT (5/8") MINIMUM CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA ABOVE FLOOR AND 24" FROM EXTERIOR WALL. WALL SHEATHING (1/2") MINIMUM PANEL EDGES 4" O.C. G" O.C. 3"O.G. 3" O.C. FIELD 12" O.0.1 2" O.0 '- z GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM (i,2) WINTER ICE SHIELD FLOOD R305. I MINIMUM CEILING HEIGHTS: 7'-6" MINIMUM IN HABITABLE ROOM. MINIMUM BASEMENT SNOW SPEED DESIGN WEATHERING FROST LINE TERMITE(c) DECAY DESIGN UNDERLAYMENT HAZARDS PANEL EDGES 6"O.C. 6" O.C. <.. '•.':,. SEE NAILING SCHEDULE TABLES RGO2.3 (1) AND (2) FOR FASTENING. ALL ROOF AND WALL PLYWOOD PANELS LOAD (MPH) CATEGORY(g) DEPTH(h) TEMP(f) REQUIRED a.''.::;,:' HEIGHTS: T 0" MINIMUM, 0-8" UNDER GIRDERS, DUCT, ETC. SHALL BE EXTERIOR GRADE, WITH EXTERIOR GLUE, SHALL MEET THE REQUIREMENTS FOR THE LATEST EDITION OF -- ENERGY EFFICIENCY: . " W THE U.S. 20 130 (c)SEE NOTE SEVERE 6" MODERATE SLIGHT +I I (c) YES SEE NOTE '° CQ R308.4(G) GLAZING OF HAZARDOUS LOCATIONS: ALL GLAZING WITHIN 24" OF HINGED DOOR IN PRODUCTS 5TANDARD5 P5-1 , AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF THE R301.2.2 STRUCTURE IS TO BE UNCONDITIONED AND THEREFORE IS EXEMPT FROM THE ENERGY '`1 CLOSED POSITION MUSH HAVE SAFETY GLAZING UNLESS SILL HEIGHT I5 GO" ABOVE AMERICAiJ PLYWOOD ASSOCIATION FOR 51: POUND PER SQUARE FOOT = 0.0479kN/M3, I MILE PER HOUR = I ,GO0 KM/H EFFICIENCY PROVISIONS OF THE BUILDING CODE OF NEW YORK STATE. 0 FLOOR. •':'1 NOTE: P A CM5 ANb MFTIOn5 AFC PL`nvOOD SHEATHING TO RUN CONTINUOUS 12" MINIMUM PAST TOP AND BOTTOM PLATES OF ALL EXTERIOR A. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OF GRADE OF MASONRY T SATISFY THE ; I U_j R308.4(1 0) STAIRWELL WINDOWS: WINDOW SILLS AT STAIR LANDINGS LESS THAN 60" SHALL WALLS. STRUCTURAL REQUIREMENTS OF THIS CODE. THE WEATHERING COLUMN SHALL BE FILLED IN WITH COMPONENT AND CLADDING LOADS \ I IF PLYWOOD STOPS AT PLATE, THEN PROVIDE SIMPSON LSTA 18 STRAPS OF 48" O.C. AND CORNERS, NAILED TO 0 HAVE THE 2015 INVNKIONA, F\N2Nf"A, COb� STUDS WITH I OD NAILS IN HOLES PROVIDED. CENTER STRAPS ON PLYWOOD JOINT. USE L5TA30 STRAP IF MAIN WINDFORCE-RESISTING SYSTEM LOADING DIAGRAM (MWFRS) 0 SAFETY GLAZING. WEATHERING INDEX (I.E. "NEGLIGIBLE", "MODERATE" OR"SEVERE") FOR CONCRETE AS DETERMINED PLYWOOD FROM THE WEATHERING PROBABILITY MAP [FIGURE R301 .2(3)]. THE GRADE OF MASONRY UNITS SHALL LLJ R309. 1 DOORS FROM GARAGE INTO HABITABLE SPACE: 45 MINIMUM FIRE RATED WITH DOES NOT OVERLAP BOTH THE TOP AND BOTTOM PLATES OF THE SAME LEVEL. BE DETERMINED FROM ASTM C34, C55, CG2, C73, C90, C 1 29, C2 I G OR CG52. I� SELF-CLOSING �XIS�ING �UI�nING COb� SUB FLOORING SHALL BE INSTALLED WITH FACE GRAIN DIAGONAL ACROSS SUPPORTS: BREAK JOINTS IN 2020 ��51b�N�AL COn� 0� NYS DEVICE. ADJACENT COURSES: LOCATE END JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY BELOW SURFACE. B• THE FR05T LINE DEPTH MAY REQUIRE DEEPS; FOOTINGS THAN INDICATED IN FIGURE R403.I(i). c UNDERLAYMENT, WHERE REQUIRED, SHALL BE SIMILARLY INSTALLED. THE JURISDICTION SHALL FILL IN THE FROST LINE CEPTH COLUMN WITH THE MINIMUM DEPTH OF H H F . U K309.2.1 GARAGE WALLS: 5/8"TYPE-X GYPSUM BOARD ON GARAGE SIDE, 1/2"TYPE-X GYPSUM FOOTING BELOW FINISH GRADE. G G 2020 NY5 UNI�01? BOARD ON OPPOSITE WALL 51DE OF HABITABLE AREAS. ROOF SHEATHING SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS; LOCATE END JOINTS F E M CO2 AMMMM5 C) OVER SUPPORTS; STAGGER JOINTS; PROVIDE METAL H CLIP AT JOINTS AT SIDES OF PANELS WHEN SPACING OF C. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "VERY HEAVY", "SLIGHT TO 0 R309.2.2 GARAGE CEILING: 5/5"TYPE-X GYPSUM BOARD. SUPPORTS IS 24" O.C. AND ROOF SHEATHING 15 LE55 THAN 5/8"THICK. MODERATE', OR"NONE TO SLIGHT" IN ACCORDANCE WITH FIGURE R301 .2(G) DEPENDING ON WHETHER I END ZONE R/ THERE HAS BEEN A HISTORY OF LOCAL DAMAGE. WR3 10. 1 FINISHED BASEMENT EGRESS WINDOWS SILL HEIGHT MAXIMUM 44" ABOVE FLOOR. ALL FLOORING TO BE COVERED WITH CARPET SHALL HAVE (1) LAYER OF 3/4" UNDERLAYMENT BOARD OR OTHERIII SEAL " APPROVED EQUAL, OVER 5UBFLOOR, FLOORS TO BE COVERED WITH OAK FLOORING, GRANITE OR CERAMIC D. THE JURISDICTIONS SHALL FILL IN THI5 PART Of THE TABLE WITH "MODERATE TO SEVER" "SLIGHT TO K3 10. 1 .1 WINDOW EGRESS OPENING REQUIREMENTS: NET CLEAR OPENING FIRST FLOOR 5.0 TILE SHALL HAVE I LAYER OF 23/32 5UBFLOOKING. MODERATE', OR"NONE TO SLIGHT" IN ACCOIKDANCE WITH FIGURE R301 .2(7) DEFENDING ON ,,",I: ,• LLJ 5,F., WHETHER THERE HAS BEEN A HISTORY OF LOCAL DAMAGE, SECOND FLOOR 5.7 S.F., MINIMUM HEIGHT OPENING 24", MINIMUM WIDTH OF OPENING R602.3.2 WALL DOUBLE TOP PLATE END JOISTS TO OFFSET MINIMUM 24". e e I_ 20". E. THE JURISDICTION SHALL FILL IN THI5 PART OF THE TABLE WITH WIND SPEED FROM THE BASK WIND 6 F(� C REFERENCE CORNER "" O.",.,:4]; c;.. :.k:'?;:•''r;' ', :-` 0 KGO2.3.3 BEARING STUDS: WALL STUDS TO BE WITHIN 5 MAXIMUM UNDER BEARING MEMBERS UNLESS (2) 2 X 6 � F/N S x ,.,'... ;' b�'•..i r :;,.;,,• ,::. , _PEED G - .;... 77 OR 3) 2 X 4 PLATES ARE INSTALLED. F� EAV ' •...'.,,., �, ,,. • , '._._..,_ / ads :.,,r:t:'�'':'. %:,,, .••'_' .. •, R3 10.2 EGRESS BASEMENT WINDOW WELLS: MINIMUM NET CLEAR AREA TO BE 36 X 36 . ( MAF[FIGURE R301 .2(4)]. WIND EXPOSURE SHALL BE DETERMINED ON A 51TE-SPECIFIC BASIS IN q�� , A ��V EIGt� C I. ROOF HEIGHT< - "` �.. M' 9l N SIGH 24 FT. 'I, `, :,::?`.' ;:c' a'•:. ;.:.. PROVIDE ACCORDANCE WITH SECTION R301 .2.1.4. F / .11 ", yr " ,. ,' ,r .. :-.1. . .;t ?,. BETWEEN D 2.3 SEC. GUST WIND SPEED = 120 MPH I ,. `•:1; _,;`:.,;•.;;::`^ ,..: a x,. :. :.: ,•;.. ..-:c: Q R602.8(I 5) FIRE BLOCKING: FIREBLOCK ALL CONGEALED DRAFT OPENINGS (VERTICAL AND HORIZONTAL) B T E 5E " � ": ``,..' STEPS OUT OF WELL IF BASE HEIGHT TO GRADE EXCEEDS 44 . RANSV R 2a 3. IMPORTANCE FACTOR = 1.00 '. " �'°` :::_: k:, .•'",." r "i �:,:, •• k STORIES AND TOP STORY OPEN TO ATTIC SPACE. FIRE STOP MATERIAL TO BE WOODBATTS ORBLANKETS LONGITUDINAL fit'""'' 2 4. EXPOSURE = B .. '• ' �r }:'=`; "r F. REFER TO TABLE N 1101.2 WINTER DESIGN DRY-BULB TEMPERATURE COLUMN. _ SECURELY DETAINED IN PLACE PER SECTIONS RG02.8(I), (I . I) AND (I .2). `_;`>` • R3 I 1 .4 HALLWAYS: MINIMUM 3G CLEAR WIDTH. ' '"` ` >'. .• . I, R702.3/TABLE 702.3.5 GYPSUM BOARD: INSTALL OVER 2' NOMINAL WOOD FRAMING OR IX2 MAIN WINDFORCE-RESESTING SYSTEM LOADING DIAGRAM(MWFRS} ,'. x , ;.. .3..;: ;: , : z FURRING STRIPS 24" O.C. MAXIMUM. PREVENT EXPOSURE TO WEATHER. ATTACHING G. THE JURISDICTION SHALL FILL THIS PART WITH THE SEISMIC DESIGN CATEGORY DETERMINED FRO .t. :,._ ;'"- ., -: .a.. -l.f`�A '�. Wn .. ilk-...'•�,'�. ,�. „' Q R3 12. i .2 LANDINGS AT DOORS: MINIMUM 3G"X 3G" LANDING REQUIRED IF (3) OR MORE SECTION R301 .2.2. I . WIND VELOCITY LOAD DIREGTI NROOF ANGLE HORIZONTAL LOADS VERTICAL LOADS :`- _ _ _ '';.: I^ GYPSUM BOARD TO WOOD FRAME AS FOLLOWS (UNLESS NOTED OTHERWISE). SCREWS SHALL BE A B C D E F '`• ,•'`',I' ''' �•"'_:�-`' U A "a5'".,,- '�•° -U1%.' ';' '*,1-=_.,::;','' V I II II 1 G H ._,.•.A•.ii',....,•.'..:T;r� +_..3•R��:, \ .:4: N t"t'r :'4. ,°",�!n.......'•`.,-�•..`h,`i ^.,' , RISERS TYPE 5 OR W AND PENETRATE WOOD 5/8 MINIMUM, 12 O.C. FOR CEILING AND 16' O.C. FOR TRANSVERSE 0•TO 5 +22.8 -I I.9 +15.I 7.0 27.4 -15.4 I .I - `� ��:, " _.,, :.�' ' :r.?.*. a',:`: REQUIRED. AT WALLS. H.THE JURISDICTION SHALL FILL THIS PART OR THE THE DATE OF THE JURISDICTION S ENTRY 130 MPH 9 12.I s'• ;:a u:, �• ; .r ,. 4. WALLS. NAILING TO CEILING WOOD FRAME TO BE 7 O.C. AND 8 O.C. LONGITUDINAL ALL ANGLES =-'r•r ;.`is>. ..: . ,. '.f,-,y.•<. : a> +22.8 -i 1.9 +15.1 -7.0 27.4 -15.4 -19.1 -12.1 I y I':?''�r..i�,'-<•• •; e ,I,11:. - INTO THE NATIONAL FLOOD INSURANCE PROGIRAM(DATE OF ADOPTION OF THE FIRST CODE OR •• ,,-•,:,. F',' . , WIND LOAD ROOF , , �',: :� 1�,'-,`; . ,,.`.•v::. ''., �1 ONE UNIT VERTICAL TO 8 UNITS HORIZONTAL I IN 8 SLOPE). MAX. HORIZONTAL WALL LOADS �; :,> .0 •• : �, . ,t,ry; c� R3 13.I RAMP. MAXIMUM SLOPE O ( ) R703.2 ASPHALT SATURATED FELT: 14 POUND PER 100 5F APPLIED HORIZONTALLY WITH THE ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREA), (b)THE DATES OF THE CURRENT EFFECTIVE VELOCITY DI TI N ANGL1.E'. ' ,: 1. PROVIDE HANDRAIL ON SIDE FOR SLOPES THAT EXCEED I IN 12. FIRM AND FBFM OR OTHER FLOOD HAZARD MAP ADOPTED BY THE COMMUNITY AS MAY BE AMENDED. ;� .� . UPPER LAYER LAPPED OVER LOWER MINIMUM 2 . LAP 6 AT JOINTS. T N VERSE O•TO +I +RA S 5 7.3 13.4 12.7 -10.3 130 MPH '; LONGITUDINAL ALL ANGLES ;y>^� ;�•. ,,.: _' ,.':. . , ;.•. ;:V' ti 11 II +17.3 13.4 +12.7 10.3 �,_�::,�� , ...._ .^_'''' a..., <, .• R3 14. 1 STAIR: STAIR WIDTH MINIMUM 36 WITH MINIMUM CLEAR OPENING 3 1 .5 WITH I. SEE FIGURE R301 .2(5) FOR GROUND SNOW'LOADS. Q R706.6 EXTERIOR PLASTER(STUCCO): CORROSION RESISTANT LATH TO BE ATTACHED WITH ..><t'•"�' ••? ,:; :.:,;:. r:'• '`;{'.' U HANDRAIL ONE ) :;1� .',. :'_,'I.(• ..; :'.;;.. I I-GAUGE, 1 1/2 LONG WITH 7/1 6 HEAD NAILS OF 7/8 LONG I G-GAUGE STAPLES 6 O.C. ,,.::•µ,,, . , Y _, . ". ., ,_ _ . 11 ' II 51DE AND 27" HANDRAIL BOTH SIDES. INTERIOR AND EXTERIOR STAIRS TO BE ILLUMINATED. MAXIMUM. PLASTER THREE COATS OVER LATH OR 2 COATS OVER MASONRY WALL. SEE CLIMATIC AND GEOGRAPHIC DESIGN DATA 11 0 TABLE R702. 1 (1) AND (3) FOR THICKNESS AND MIX REQUIREMENTS. PREFABRICATED WOOD TRU55 NOTES: GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER K3 14.2 TREADS AND K15ER5: MAXIMUM RISER HEIGHT 8 I/4". MINIMUM TREAD DEPTH 9" PLUS SNOW SPEED(MPH) DESIGN DE51GN TOTAL LOAD VERTICAL TRUSS DEFLECTION SHALL BE LIMITED TO 0.75 AND HORIZONTAL DEFLECTION WEATHERIN FROST LINE TERMITE DECAY Tu SA RES I D E N C E . 1. NOSINGS 3/4" - I i/4" MAXIMUM. OPEN RISERS NOT PERMITTED ON RISES GREATER THAN TABLE 703.4 EXTERIOR VINYL SIDING: MINIMUM 0.035 THICKNESS, LAP JOINT 0. 1 20 X 1 1/2" SHALL BE LOAD t EXPOSURE ATAGORY TEMP. 30". MAXIMUM 3/5"TREAD AND RISER VARIANCE WITHIN STAIR RUN. MINIMUM TREAD DEPTH LLJ LONG NAILS OR STAPLES 13/4" LENGTH EACH STUD. LIMITED TO 0.50' 130 mph IL WIDTH 6 ON WINDERS. 20 psf 3 sec, gust C SEVERE 3G in. ODERATE SLIGHT TO 11 800 North Drive Mattituck, NY 0 R703.7.4.1 MASONRY VENEER WALL TIES: I" DISTANCE BETWEEN VENEER AND SHEATHING 1 . EXTERIOR WALLS SUPPORTING ROOF TRUSSES THAT EXCEED 40'-O" IN LENGTH SHALL BE DOUBLE 2X4 ex . B TO HEAVY MODERATE RK3 14.3 STAIR HEADROOM: MINIMUM 0-8" MEASURED VERTICAL. MAXIMUM INSTALL STUD WALLS. p Project En I Weer NO. 22 U.S. GAUGE X 7/8" CORRUGATED SHEET METAL TIES SPACED NOT MORE THAN 24" 2. MULTIPLE STUDS SHOULD BE USED DIRECTLY BENEATH ANY MULTIPLE PLY TRUSS GIRDER. USE SAME TABLE R703.7.3 J 11 I K3 1 5 HANDRAIL.5: PROVIDE 34" - 38' HIGH HANDRAIL ON AT LEAST ONE SIDE OF STAIRWAYS O.C. NUMBER OF STUDS AS THE NUMBER OF PLIES IN THE TRU55 MEMBER, DOUBLE 2X4 OR SINGLE 2XG ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER T7 WITH HORIZONTALLY AND VERTICALLY AND WITHIN 12" OF WALL OPENINGS. STUDS SHOULD B USED AT INTERIOR BRIDGE WALL SUPPORTING ROOF TRUSSES. 2 OR MORE RISERS. 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE Chrl5t Ian Tabet ,� R703.7.5 BRICK FLASHING: INSTALLFLASHINGUNDERFIRST COURSE ABOVE FINISHED GRADE. FOLLOWING STANDARDS: SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIESNO. OF I/2" OR EQUIVALE T . I �^11R.3 I G GUARDRA.IL5: PORCHES, BALCONIES AND STAIR LANDINGS 30" ABOVE FLOOR OR GRADE A,C (INCHES) ABOVE ABOVE ABOVE REINFORCING BARS B TO BE IMMEDIATELY A)AN51/TPI I NATIONAL DE51GN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS 3 x 3 x I/4 6 0" 3 6 3 0 I i V I_ I_ II 1_ II z ABOVE FLASHING PROVIDE WEEP HOLES 33" O.G. MAXIMUM 3/1 G" DIAMETER IN WYTHE OF CONSTRUCTION". Con5 u I t� n g Enojinccr INSTALLED WITH 3G" HIGH RAILING5, BALUSTERS NOR TO ALLOW PASSAGE OF A SPHERE 4" 4 x 3 x I/4 8'-01, 5'-011 3'-O" I WALL. B)TPI HID COMMENTARY AND RECOMMENDATIONS FOR HANDLING AND INSTALLING * BRACING METAL OR MORE IN DIAMETER. PLATE CONNECTED WOOD TRUSSES" G x 3 I/2 x I/4 14'-O" 8'-O" 31-G" 2 . R801 .3 ROOF DRAINAGE: IF EXPANSIVE OR COLLAPSIBLE SOILS EXISTS, ROOF DRAINAGE TO C)TPI DSB"RECOMMENDED DE51GN SPECIFICATION FOR TEMPORARY BRACING OF METAL PLATE 2-6 x 3 I/2 x I/4 20'-O" I I'-0" 5'-O" 4 K3 1 7. 1 SMOKE ALARMS: INSTALL SMOKE ALARMS IN ALL BEDROOMS AND IN IMMEDIATE VICINITY DISCHARGE CONNECTED WOOD TRUSSES". SEE FOOTNOTES A, B, C FOR LINTEL INSTALLATION REQUIREMENTS. (f) OUTSIDE OF BEDROOMS. INSTALL ONE SMOKE ALARM ON EACH LEVEL INCLUDING MINIMUM 5'-O" FORM HOUSE OR TO AN APPROVED DRAINAGE SYSTEM. 4. TRUSSES SHALL BE DESIGNED TO SUPPORTTHE FOLLOWING MINIMUM DESIGN LOADS: TCLL = 32 A. LONG LEG OF THE ANGLE SHALL BE PLACED IN A VERTICAL POSITION Phone : 631 -267-2490 BASEMENT. INTERCONNECT ALL ALARMS. PSF, TCDL = 15 PSF, BCLL = I 0 PSF, AND BCDL = I O PSF; PLUS UNBALANCED SNOW LOADING, B. DEPTH OF REINFORCED LINTELS SHALL NOT BE LESS THAN 8 INCHES AND ALL CELLS OF HOLLOW _ R802.3.1 WHERE CEILING JOISTS ARE NOT PROVIDED AT TOP PLATE, THE RIDGE FORMED BY THESE WIND LOADING AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY THE NYS Email : F_ ' , ' MASONRY TO BE GROUTED SOLID. REINFORCING BARS SHALL EXTEND NOT LESS THAN 8 INCHES INTO R317.3 AUTOMATIC SPRINKLER SYSTEM: BUILDINGS HAVING A HEIGHT OF 3 STORIES SHALL BE RAFTERS BUILDING CODE. THE SUPPORT. n SHALL ALSO BE SUPPORTED BY A RIDGE GIRDER AND RAFTERS SHALL BE DESIGNED IN 5. SHOP DRAWINGS AND DESIGN CALCULATIIONS BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE C. STEEL MEMBERS INDICATED ARE ADEQUATE TYPICAL EXAMPLES, OTHER STEEL MEMBERS MEETING EQUIPPED WITH AUTOMATIC SPRINKLERS IN ACCORDANCE WITH NFPA 13D. + h } z . ACCORDANCE WITH TABLE R802.5.1 (2) USING THE RAFTER SPAN ADJUSTMENT FACTOR'. OF NEW YORK SHALL BE SUBMITTED TO THE DESIGNER FOR APPROVAL. SHOP DRAWINGS SHALL STRUCTURAL DESIGN REQUIREMENTS MAY BE USED. Ca la1Je L.pe a' g m ai I.COCYI ':'t'' ',' .= , A SPRINKLER SYSTEM IS REQUIRED WHEN FIRST STORY 15 BASEMENT WHERE THE FINISHED '(��'l ';i �' FLOOR ABOVE BASEMENT IS: SHOW THE SPECIES, SIZE AND GRADE OF LUMBER USED ALONG WITH THE MEMBER FORCES, PLATE R802.6 BEARING ENDS OF RAFTERS AND CEILING JOIST SHALL HAVE NOT LE55 THAN 1 1/2" OF SIZES AND DETAIL OF EACH TYPE OF TRIU5S PROVIDED. ,.,i'1 S_ i. MORE THAN 6 FEET ABOVE GRADE FOR 50% OR MORE BEARING. G. ALL LUMBER USED IN THE FABRICATION OF TRUSSES SHALL BE STRESS GRADED. K703.7.2 BRICK AND STONE HAVING AN INSTALLED WEIGHT LESS THAN 40 PSF SHALL 2. MORE THAN 12 FEET AT ANY POINT " `''' :';�' ~.. - General Notes Det�1 s'':•; 3. MORE THAT 6 FEET ABOVE GRADE PLANS 7. CONNECTION PLATES SHALL BE STAMPED FROM I G, 15, OR 20 GAGE, GRADE A, GALVANIZED STEEL. BE PERMITTED TO BE : ; i R802.8 BLOCK BETWEEN 2"X 12" CEILING J015T AT SUPPORTS TO PREVENT ROTATION. 8. TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM SUPPORTED ON WOOD. SEE SECTION R703.7.2.1 FOR LINTEL SUPPORT BY FRAME ���'° s; Q ,\• ' :I' U ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO INSURE WALL, NOT ROOF. NOTE: ALL LUMBER TO BE HEM FIR#2 OR BETTER ,3\ ,�`' \ , R802,9 TRIMMER JOIST: SINGLE HEADER AND TRIMMER FOR OPENINGS UP TO 4-0 AND TIGHT FITTING JOINTS. `� m N PLATES ON EXTERIOR FOUNDATION WALL TO BE PRESSURE PRESERVATIVE DOUBLED OVER 9. TRUSSES SHALL BE INSTALLED PLUMB, ADEQUATELY BRACED, IN THE PROPER ORIENTATION AND `° \\`'111 ,;,\�i "I", R323.I .2 ALL ILLS AND 4'-0" UNLESS OTHERWISE NOTED ON PLAN. CONNECT WITH HANGERS FOR HEADER SPACING SHOWN ON THE SHOP DRAWINGS. ) ter,,,,. 1<,,11 DRAWN BY; FR DRAWING # TREATED. '' T R703.7.2.2 BRICK LINTEL SUPPORT BY ROOF CONNECTION: SET STEEL ANGLE DIRECTLY SPANS 10. CUTTING OR FIELD ALTERATION OF ANYTIRUSS IS NOT PERMITTED,. U_ R323.I .3 ALL SILLS AND SLEEPERS ON SLAB TO BE PRESSURE TREATED UNLESS IMPERVIOUS G'-0" AND GREATER. I 1 . THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. ON MINIMUM 2XG CHECKED BY; FR MOISTURE= BARRIER UNDER SLAB I5 INSTALLED. (TREATMENT OF WOOD IN ACCORDANCE THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS BEEN DESIGNED AND ROOF RAFTERS. ATTACH ROOF RAFTERS TO WALL WITH 5/8"X 5" LAG 5CREW5 TO CADdrawl ncp lov® n WITH AWPABA R905.2.G(2) ASPHALT SHINGLE ATTACHMENT: STRIP SHINGLES SHALL HAVE A MINIMUM OF G INSTALLED FOR THE INSTALLATION OF TI-iE TRUSSES. MINIMUM 15 W Montuak Hwy.#I I SCALE: 1/4" = P-0" CL FASTENERS PER THREE WALL STUDS, REMAINING RAFTERS SHALL BE ANCHORED WITH (2) I OD NAILS Hampton Bays,NY 1194G SHINGLE. FASTENERS TO BE MINIMUM 12 GAUGE SHANK WITH 3/8" MINIMUM DIAMETER AT EVERY WALL Phone:G31-9G5-1537 HEAD TO STUD SPACING. INSTALL FLASHING AND WEEP HOLES. MAXIMUM HEIGHT OF BRICK Email:Fernando@caddrawings.net DATE ISSUED: 12/05/2022 R323. 1 .4 FOUNDATION WOOD GIRDERS: WOOD GIRDERS 5EATED IN EXTERIOR FOUNDATION WALLS TO WWW.CADdrawmgs.net HAVE MINIMUM PENETRATE THROUGH SHEATHING. APPLY 2 LAYERS OF FELT WITH ROOF PITCHES UP TO VENEER ABOVE 1/2" AIR-5FACE ALL SIDES OR ENDS WRAPPED WITH ALUMINUM FLASHING. 4:12. LINTEL TO BE: 12'-8", WITH MAXIMUM 7:12 ROOF PITCH. TARLE 502.5 2) qptR"SPANSP AND HEADS : PA r NTERI R B NG"WALL 6' � riir l>;sr�c p��riDouglas. i Airch,, remr* �,� southern pine and p�rud -psi -4ir� an � � nu "r � � � o DOOR SCHEDULE WINDOW SCHEDULE WINDOW ROUGH OPENING 7 DOOR SIZE REMARKS TYPE/ MANUFACT. (To Be Confirmed 11�I�FANG• thc— (f et o ROOM MANUFACT. TYPE/ MATERIAL LOCATION QTY. CATALOG NO. SASH SIZE DIVIDED LITES REMARKS Q s� —' LOCATION CATALOG NO. MATERIAL By Window Supplier) U '36 '1- HEfl��� ALE o01 Garage Overhead 1620 28 ' 0"x 7'-0" Overhead LL oo Casement Bedroom#2 1 CW24 EGRESS O z, � � r Span is Id ��h Id `Span. N) � Do Garage 3'-0"x 6'-8" Swing U ® 4'-8�"X 4'-0" EGRESS , _ 1 i'—5 1 Dos Entry 2'-6"x 6'-8" Swing oo Awning Master Bath 2 A251 oo Casement Master Bedroom 1 CW24 4'-8 2"X 4'-0" EGRESS -: 2 LLJ 77 o 1 Casement Storage Above Garage1 CW24 4'-8 "X 4'-0" z nn b00f? SCH�nU�� 01 Casement Attic 1 CW14 2' 4 e"X 4'-0" '006 .floor bitty 3-2X 8 += . dot.= - ' Nr\ Scale, W5 _3- t -. - - WI�1bOW SCN�bU�� - W Scale;N15 I�� f - - - 6- .1 0C T 2 3 2,123 4-2X12 1-� 3 its-2 2 - . � �^Trrr ` ^R>A.r< <r•> . w 2- X4-. 1-10 `1 1-7 1 _ �2X12 � � - 3 z `3- 10 ,&`2 5-4, ",4-10 ' 2 f 4�2X_12' 7-19-4' 6-5 NO] JCONFIP\M kL POOP\5 ANP I w O /I NPOW5 FOP\ OP\P P\ N6 oa. Spans�are gN"en-in feet .and inches: g , Tabula ted vatues 4ta'uftie #2"grade,lumber, Q t. Building width, is treasured perpendicular,to the ridge. For, widths,between . qse,sho t'n�r ppam are o mite •,tq be, to atpc . Lu . m IV di, NJ - Nuthbet o ack.st l' s eq ed to., pp6 t ear end. here �e n����r et re red Jack stud' O l � s " r� .� ' end er1 t to ..., rtee •e rect ��rr i anchor �ttat � o`.;� o '� p' pP pP fail=hei4ht mall stud and to the header O U TABLE 3.23A HEADER SPANS FOR EXTERIOR LOADBEARING WALLS RESISTING WIND LOADS - EXPOSURE B Lu m LU THREE SECOND GUST w'IND SPEED (MPH) 85 90 100 110 120 130 140 150 O MAXIMUM HEADER GIRDER SPANS FOR COMMON LUMBER SPECIES 3'Vent vent wSIZE (FT.-IN.) (FT.-IN.) (FT.-IN.) (FT.-IN.) (FT.-IN.) (FT.-IN.) (FT.-IN.) (FT.-IN.) Roof SEAL CLI- w 2 - 2X4 7 - 1 6 - 8 6 - 0 5 - 5 5 - 0 4 - 7 4 - 3 4 - 0 cn 2 - 2X6 8 - 5 7 - 11 7 - 2 6 - 6 6 - 0 5 - 6 5 - 1 4 - 9 3" 3" ►— - 3 8 - 9 7 - 11 7 - 2 6 - 7 6 - 1 5 - - 3 O 2 - 2X10 10 - 3 9 - 8 8 - 9 7 - 11 7 - 3 6 - 8 6 - 3 5 - 10 �:' •;: Q 2 _ 2X12 10 _ 9 10 - 2 9 - 2 8 - 4 7 - 8 7 - 1 6 - 7 6 - 1 EXISTING BATH#`l EXISTING LAUNDRY EXISTING KITCHEN EXISTING MASTER BATH � .N EE 3 2X8 11 4 10 9 9 8 8 - 9 8 - 1 7 - 5 6 - 11 6 - 5 , . 3" 3 3' 3 ��, j\AN 7 3 - 2X10 12 - 7 11 - 10 10 - 8 9 - 8 8 - 11 8 - 3 7 - 7 7 - 1 3 - 2X12 13 - 2 12 - 6 11 - 3 10 - 2 9 - 4 8 - 8 8 - 0 7 - 6 Q 4 - 2X8 13 - 2 12 - 5 11 - 2 10 - 2 9 - 4 8 - 7 8 - 0 7 - 5 4 - 2X10 14 - 6 13 - 8 12 - 4 11 - 2 10 - 3 9 - 6 8 - 10 8 - 3 v2' r 11/2' tvr �vr tv2' 11/7 � 6' 4 - 2X12 15 - 3 14 - 5 13 - 0 11 - 9 10 - 10 10 - 0 9 - 3 8 - 8 " 3" ;.: Tokt Sink Sink Sink Sink Toilet �k + ' r WASHER DNV L7 6 00t+.y �� a�t o 1"Af3l, First Floor Slower Shower Q Scale Nr5 y U 2" r 3' r �,•.. . c o. co CO. C.O. O FlIgme 16C loal Na1lIng Schedules for �"1,tt-> Columns TU 5A RESIDENCE O 800 North Drive Mattituck, NY EXIST�NGF3ATH#3 3' Project Engineer w „12' 3 1112' Chrl5tlan Tabct , F . E . Toilet Sink rzn i Breatter For v i outside Air t Basement Shower Con5dtinoj Engineer -A� A _A. 3 3' (S) T1z � - Phone : 631 -267-2490 v g CO. Email : T°sep�s catabet. a mail.com iM C.I.House Trap - I o o �� ��UMC�ING pl5�p 'Two�Nx ""lantinattort ,rich Window Door Q Scale;N15 \ U :staggered 10d common wire rails, Three 2".%6"laminations with Schedule {b—0.148 ,L—) ' trret "%4"laminations a 1ch tJt1 E" two rows of 34d common wire CD row of staggered 30d comrman wire nails D-C207",1., 4-1/2") ` DRAWN BY; FR DRAWING # trails(D a.0107",L�4-1/2') �J III •r�.�� ;~..:.;�:��a .:::. ..:.., N�� CHECKED BY; FR CADdratwings SCALE: I/4" = I'-0" ® O ;'Figure 3. Tiling Schedule for"2-ply and$-ply Built-Up Columns with 2x4 and 2x6 Lumber(NDS). IZ Hampton oBays NYYI946 Phone:631-9iG5-1837 O Email:rernincio@caddrawin,3-3.net DATE 155UED: 05/10/2023 UWWN/.CADclra,wings.net N 3 c6 L 75 Q U O z. O L.� W Q— Z ILJ Iry W O EXISTING 8" P.C. WALL FOUNDATION O ry 6 'X6' POSTS ON 0 ❑ 16"0 .C. ONOTUBE INGFND cv EXISTING INTERIOR WALLS = j SEE ELECTRICAL PLANS FOR PROPOSED INTERIOR WALLS Wt: P 5 Gil CM5 AW MMOb5 Z O � LOCOKE ATIOND CO DETECTOR 2020 NYS ��SIb�N�IAL CCU �bING COPF z M ---- — EXISTING FOUNDATION WALLS Q Ex. MECHANICAL 2011 NY5 NUN COPF AMUMM5 ROOM o i ' PROPOSED FOUNDATION WALLS " 2015 WOOF NAW CON5%GION MNUA, O CLG. HT. = 8 - 6 � � �� EXIST. 2X Z �i FRAMING W C ALL EXISTING EXTERIOR WALLS W/R15 BATT pp�SC�i�'�IV� ANb LNG N����b M� 10n51 CONCRETE WORK. rr "X6 ' POSTS ON } Ri WBATT R15 A I_ `�, cz ,_ O INSULATION N EXPOSE BURIED SIDE OF EXISTING FOUNDATION TO A DEPTH OF 4 16 O P.C. SONOTUBE I a INSULATION FT. CLEAN EDGES OF CONCRETE WITH STEEL BRUSH. INSERT 36" #5 = _ > �L. 'n REBAR WITH 12" EPDXY EMBEDMENT, SPREAD BONDING AGENT. \ N a SMOt` EX. v, m INSTALL 4 BARS FOR THE 8"X24"FOOTING AND 6 BARS (3 ON EACH a; I A OFFICE N W�I � (V SIDE) IN THE 40" DEEP WALL, TO BE FLUSH WITH EXISTING N I ^a CLG. HT. = 8'- 6" M 0 FOUNDATION WALL. POUR 3000 PSI CONCRETE 28 DAY STRENGTH. *1� fi I `✓ �N i W LET IT SET FOR 3 DAYS BEFORE CONSTRUCTION. ADD TERMITE �V Cj" t1 j U A �` v� V IW- SHIELD AND ACQ BOARDS TO LEVEL WITH EXISTING SILL PLATE. �Q� � j a x g SEE DETAIL 2/A-04 �'" 40 CHIMNEY CLOSET W I X a FOUNDATION Z Q � I � 1 i NE OF FIRST FLOOR ABOVE W A-06 I I Cp EXISTING 3 Y2"' STEEL 1 8'-1 , POSTS ON P.C. i� A-o4 16 FOOTINGS a I ICA W 7r_57�6rr W I O --------- IN U w — `✓L7 I i a • ————————— I W ----------------------—- ry EX. CAME xME LU ROOhI I ' � a � EX. POST o SLAB ON GRADE CLG.HT.= 8'- 6" O ENTRY PORCH I EXISTING 3 Y2" STEEL I ABOVE POSTS ON P.C. I j FOOTINGS ; SEA L I I m F O LINE OF EXISTIN ~O I I i DECK ABOVE I z I EX. SLAB ON CRADE > I GARAGE ABO E _ EXISTING 3 Y2'r N� ::Y _ 1 CSTEEL POSTS ON ; `� to :A: �. — — — I P.C. FOOTINGS ,► EX. BATH4. Q I EXI TING 8 P.C. — — — CLG. HT. = 81- 6" WALL OUNDATION C—ACCESS PANEL �� — — — I EX. POST , tp <36 "U QI ---------------- XISTING WASTE LINE O r � , W 10Q TU5A RE5IDENCE Y� 800 North Drive Mattituck, NY O cv/ L Project Engineer III Ao Chrl5tlan Tabct , P . E . z Con5U1tln' oj Engnecr w Phone: 631 -267-2490 Email • catabet.pe@gmail.com L 0 Q Foundation Plan JI m 1 FF0FOV FONAVON FA ' , v Proposed ' DRAWN BY; FR DRAWING # SCale:1/4" 1'-011 ...: > ' <' :,u.<>...: .......... :. CHECKED BY; FR CADdrawincp O 15 W Montuak Hwy.#I I I SCALE: I/4" _ -0" O Hampton Bays,INY 11946 Phone:631-9C5-1837 Email:Fernando@caddrawincj5.net DATE ISSUED: 05/10/2023 UWWW.CADdraw mg5.net N 6 ca L p Q U it O z. O_ � 2 A-06 R/ W n z w 20'-3" � '-Oy8rr 2r-7Ygrr w EXISTING STEPS TO BE ►_- REPLACED IN KIND O `O X ST N EXISTING E I TI G STEPS LANDING nN STEPS w = c O LEGEND \ ss °° 1 EXISTING INTERIOR WALLS 8 -01 _ 15 -7/2 � � \ PROPOSED INTERIOR WALLS W N NOS: PF516N COP�5 ANb M�THOP5 W: . .:� ' ��` '�: ;•. EXISTING FOUNDATION WALLS � CL PROPOSED COVERED PORCH MASTER �O w ' O = BATH - MASTER BEDROOM 2020 NY5 P\ 5 P N11AL PULPING COPS > - EXISTING � PROPOSED FOUNDATION WALLS z o C.H. = 8 - o 2011 NY5 UNIFOFM COPS AMU05 UC� 2015 WOOn ��AM� CON ,�}��I NOTE: FOOTPRINT OF HOUSE REMAINS THE SAME. 51 ION MANUAL pCL WALK-IN 3 ; INTERIOR ALTERATIONS AND Tp 5CP\RK ANb MINFFF�n MMOP5, w i i EXIST NG RENOVATIONS. N CLOSET _, ; I SKYLIGHT Z �ft�f FAMILY i IL i w W �O(Tj DRAL _______J rn CEILING M I ! 0O N 0 HALL o D03 pC.H. = 8'- 0" u.w I I M : .7 r 7 r r 7,77 FIREPLACE 1 11 -4/ S -6/6 I A-06 I z oo BATH#2 < BEDROOM #2 C.H. =8 8 0 '- 0" o w \z C.H.CL = '- CV/ N 1 • ! O X A-04 00 • w LIVING ROOM 15 CATHEDRAL � O CL 3 11 16 1 1 CEILING H U D°2 i w w HALL = r rr 1 ! I I I w `p� C.H. 8 - 0 U � ^Fart on C MUD ROOM �� ELEV: - 0' 0" D°1 g � o, EXISTING POS p rtcd a`1 o C.H. = 8 - 0 0 , I O Nys Code T% I1 I Q- SEAL W I CZ Q 17'-7%8" 11'-49/6r, CL RE W m O O1 GARAGE - - - i i EXISTING a ��� - _ - DINING ROOM 'DECK z ELEV: _ -1' - 3% " } 2 CATHEDRAL Q STORAGE ABOVE CEILING w i � 4 ouBLE �C GARAGE NOT EXISTING KITCHEN CONDITIONED CROWAVE C.H. = 811 Orr I BEDROOM #3 M W C.H. = 8'- 0" ~ I i i i ' I c� r FOR STAIRCASEON I ! ( + SECTION SEE 1/ -04 Q S+IWAS �6 I ! ISIC U OEXISTING EXISTING � nN I TU5A RESIDENCE n 500 North Drive Mattituck, NY O Project Engineer w Chrl5t Ian Tabct , P . E . A-07 Con5 U Itl n Engneer Phone: 631 -267-2490 Email : catabet.pe@gmail.com o a..... ...,.: Fi rstr floor Plan Q ... r.. m pU05r n FIp5f FOR FLAN Proposed "? DRAWN BY; FR DRAWING # Cale 1/d11 , li 011 =s','`: a :::..... ........... 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A-A NWI% 5FCTN Scale; I/4" _ I I COI I '• m , O U L_i m SIMPSON OU TYPE ORNAMENTAL JOIST HANGER , i ' , { HAND RAILS AND STAIR U SIDING RAIL SYSTEMS MUST BE p SIMPSON OU TYPE i ! ` 2X10 DECK JOISTS CAPABLE OF O ORNAMENTAL JOIST HANGER WITHSTANDING AT LEAST FLASHING 200 POUNDS OF FORCE SEAL LEDGER FLASHING APPLIED WITHIN 2 #5 REBAR TO MATCH NEW 2X10 LEDGER BOARD INCHES OF THE TOP W m FOUNDATION HORIZONTAL ��— 2X10 DECK JOISTS EXISTING EXTERIOR WALL EDGE, IN ANY DIRECTION E TOP OF NEW FOUNDATION REINFORCEMENT AND AT ANY POINT %2" LAG SCREWS EXISTING ALONG THE EDGE. °; 7 EXISTING FOUNDATION DWELLING ..; d INTO FRAMING, STAGGERED ` ACROSS LEDGER BOARD ' APPROVED JOIST HANGE FOUNDATION REINFORCEME y 1' a r,� t` �� � r. till—., '. .:,'•I.:�' ; ' M1 �- s, � / A. 2X10 ACQ D.J. @16" O.C. TU5A �E5IDENCE 1'-0"a APPROVED ADJUSTABLE 800 North D ,�`�i�'�`'��'•' ''.O" �:�, s rive Mattituck, NY POST BASE i tL FOOTING REINFORCEMENT � � +, /' '' E� Project Engricer 4; ,';a: EXISTING �. '1 HOLD-DOWN DEVICE MIN BASEMENT Chrl5tlan Tabet , h E •750 LB CAPACITY AT 4 LOCATIONS, EVENLY �� a DISTRIBUTED ALONG DE °A Cons Ultin6j En6jincer AND ONE WITHIN 24"OF 12" O P.C. SONOTUBE EACH END OF THE LEDGER, HOLD DOWN DEVICES s � Phone : 631 -267-2490 �OUNbA110N n�1A��5 SHALL FULLY ENGAGE DECK JOIST PER Email : .'� HOLD-DOWN catabet. e MANUFACTURER. p @ 9mail.com 0 5cale: l/2" , 1'-0I1 �.,. Building Section s ". Proposed ?: DRAWN BY; FIR, DRAWING # CHECKED BY; FR IM CADdrawin6j5 ® � d 15 W Montuak hwy.# I I SCALE: '1/41' = 1 1-011 (L Hampton Bays,NY 11946 Phone:63 I-965-1837 O' Ema'l:Fernando@caddrawings.net DATE 155UED: 05/10/2023 UWWW.CADdrawings.net N O� L -6 U _ _ Top Of goof p�dge - - - - - - - - - - - - - - 0 �lev, + 19'-0 X2" z 0 co _Top Of ioof I?id�e _ y" rV a_ Z Lu 1— 1z Lu L I— I- 0 L H Lu cni L rop FInlshed Floor 1st floor Lu - - - - - - + - NOS; P�51GN COP�5 A b MFTHOb5 AT; 0 2020 NY5 PT5VNTA, PULPIN6 COPS z 2011 NY5 UNIFOpM COPS AWNPOT5 Q 0 2015 WOOF FFAW C0N5TF\UCflON MANUA, w PPT5C PTIV� ANb FNGINUTP WNOP5, N J_ Lu _ _ _ _ _ _ for Flnished Slab @ 13asemrl;er I:p �Inv + g .711 o ppOp05�n�AS�"���VA1"ION 0 1 w z Q w m _ rV 0 0 w 0 U w m U NEW ROOF 0 levO+p9f-0 X2l l w SEAL rV w m 0 z pF EI.�Y \AN A. U Lu 666262"x ROFES S1ONP Q Q) EXD ING XISTIN ISTI O 0 TUSA RESIDENCE Doi 800 North Drive Mattituck, NY o � for,F lnlshed door I st door Project Engineer Lu lev, + 0'-01 I Christian Tabet , P . E . Consu ltl ng Engineer 17*� Phone: 631 -267-2490 Email : fop Flnlshed 513b @ Base catabet.pe@gmail.com Q Bul!ldilng Elevations t�pOp05�n 50u1���VA�10N Proposed 2 DRAWN 6Y; FR DRAWING # L CHECKED BY; pR Ll CADdrawing5 15 W Mo,ntuak Hwy,#I I I SCALE: 1/4" = 1'-0" M= 0 5 Hampton baye,NY 1 1 946 Phone:G3 1-965-1837 Email:Fernando@caddrawnge.net DATE 155UED: 05/10/2023 W'AW.C ADdraknngs.net ai L L] d U w O z O w z w r- ry w EXISTING 8" P.C.WALL FOUNDATION O z t— Ow � I I r� I D I w EX. MECHANICAL --- }_ ROOM Q OL I O 1L I I 1 a EX. �� OFFICE D N I w I O I I o p CLOSET w CHIMNEY ' � I FOUNDATION I I z NE OF FIRST FLOOR ABOVE d EXISTING 3 Y2" STEEL POSTS ON P.C.Lu a FOOTINGS N a O W I w ' --------- ---------------- i-1 I EX. GAME L ' Q ROOM I W A EX. POST U I SLAB ON GRADE a° ENTRY PORCH rpOSTS EXISTING 3 Y2" STEEL ABOVE ON P.C. , 0 I FOOTINGS LINE OF EXISTIN i SEAL w DECK ABOVE I m ( EX. SLAB ON GRADE I GARAGE ABOVE I EXISTING 3 Y2" z I - STEEL POSTS ON Q I - - - I P.C. FOOTINGS i i pF NfF Y EX. BATH (_- - - - ( ; ; Q� MAN A�O EXISTING 8" P.C. — — — J , , �''` ,�-_ -✓ p I WALL FOUNDATION � z CCESS PAN - - I EX.POST-- I _ A�-f Lu UM 066262-\ ------------------ - RO I I OA p L— ---- FESS 10 d XISTING WASTE LINE U w O TUSA RESIDENCE O800 North Drive Mattituck, NY Project Engineer w Chrl5tla n Ta bet , -h . E . 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E . ConSiUltincj Encjineer Phone: 631 -267-2490 Email : catabet.pe@gmail.com L a - First Floor Plan Q U m �XIS�"ING FIpS�"FOR DRAWN DRAWN BY; FR DRAWING # CHECKED BY; FR 0 CADdrawings FL 15 w Montuak H . 1 1 1' H I SCALE: 114" = -0" O Hampton Bays,NY I I94G 37 O :remando@ca6draw�n.35.net raw8nt Email:Fernando@caddrawmgs.net DATE ISSUED: 05/I O/2023 N c� L e Q U tL 'O z ,O _N w z w rV w D O w cn O a. o_ w z O z Q O w o N J_ W m C V LU 1L I Z Q IL! CO O ) \ LU �\ O U W m w U O rV w SEAL rV LU m 0 z >- of NEw Q N A. t� Q .rpS�! A W 066262A � I �FES S1O�P U 0 TUSA RESIDENCE O800 North Drive Mattituck, NY Project Engineer LU Christian Tabet , P . E . 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