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HomeMy WebLinkAbout44022-Z i i oF souryo`o Town of Southold * * P.O. Box 1179 �0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46160 Date: 05/13/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 6285 New Suffolk Ave Mattituck, NY 11952 Sec/Block/Lot: 115.-6-3 0 Conforms substantially to the.Application for Building Permit heretofore, filed in this office dated: 07/24/2019 Pursuant to which Building Permit No. 44022 and dated: 07/31/2019 Was issued, and conforms to all of the requirements of the applicable provisions of the law. j The occupancy for which this certificate is issued is: Addition and alterations to existing single family dwelling as applied for. The certificate is issued to: James Felakos ,Elizabeth Sieczka Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 44022 2/8/2021 PLUMBERS CERTIFICATION: Erik Enden 12/18/2020 AL tho 'ze Si ature TOWN OF SOUTHOLD ' Fnt,r� BUILDING DEPARTMENT o TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44022 Date: 7/31/2019 Permission is-hereby granted to: Sieczka J B 2013 Irry Trust C/O Michelle Scheer TTEE 300 Blossom Bnd Mattituck, NY 11952 To: make additions and.alterations to an existing single family dwelling as applied for. At premises located at: 6285 New Suffolk Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 115.-6-30 Pursuant to application dated 7/24/2019 and approved by the Building Inspector. To expire on '1/29/2021. Fees: SINGLE FAMILY DWELLING ADDITION OR ALTERATION $1,769.60 CO _ALTERATION TO DWELLING $50.00 Total: $1,819.60 BA ding Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 .,\APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building,and unusual natural or topographic features. j 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate_of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. New Construction: Old or-Pre-existing Building: (check one) Location of Property: y� N kN4 S u4b l k C 1k House No. Street Hamlet - Owner or Owners of Property: b S V, Y Suffolk County Tax Map No 1000, Section Block Lot Subdivision I 1 `GL 1 rl, S Filed Map. L" L� Cj 2) Lot:._ Permit No. Date of Permit. Applicant:_ _C cf LL L Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporaryificate Final Certificate: (check one) Fee Submitted: $ f lica Signature pF SOUr'yo Town Hall Annex Telephone(631)765-1802 . 54375 Main Road��F. Fax(631)765-9502 P.O.Box 117 Southold,NY 11971-0959 Q roger.richert(cD-town.southold.ny.us � � �� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Sieczka JB 2013 Irry Trust (Felauos) Address: 6285 New Suffolk Ave City: Mattituck St: New York Zip: 11952 Building Permit#: 44022 Section: 115 Block: 6 Lot: 30 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Custom Lighting Of Suffolk License No: 38893-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat elec Duplec Recpt 53 Ceiling Fixtures 8 HID Fixtures Service 3 ph Hot Water 30a GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors 5 Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures 50 CO Detectors 1 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer . Appliances N50 Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: electric cook top, electric oven-40a, range hood, 2-bath fans, 2-paddle fans, 19-combination GFCI/ARC fault circuit breakers, 1-ARC fault circuit breaker. Notes: Inspector Signature: Date: February 8 2021 81-Cert Electrical Compliance Form.xis i T'n'Am F t Amer � rti,, .1_.u1ejAiunc(671)7-zi5- y P.O. 14 ��piril'iokrf,.�'''�'l d{mil-61u���3 �''-.,�' �► ��'r� � 1{{ • 1 � W BUILDENIG DEPARTMENT -1ovwn Daw; 13uaJderrt Peri:riltNo. � — f?kmse pTinf) (Plea a pn,n0 1 curtif}''+hp-t the solder uscd in the vmus r pu rysm ccp nuian5 14,s t1i-art lJ10 of M lefid. N%,Yjm ti befivc me'Chcq day F DcO Pdt A r � J' oca,ry Public, OE 50(/lyo ` # TOWN OF SOUTHOLD BUILDING- DEPT. �yco 765-1802 INSPECTION [= ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]`=FOUNDATION 2ND [ e SULATION/CAULKING FRAMING/STRAPPING [ ' NAL [ ` ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [. ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS_ : �J_wo m A A km C;,mlco "A- 9"6SAj.r4E C40IAWe� 4�, GAMA (vm V' 144),Dyll - vim cw P u�► • DATE INSPECTOR Q�Z SO�lyo�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802, INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE o INSPECTOR - i JAMES G.FELAKOS JR.AND ELIZABETH M. SIECZKA 6285NEw SUFFOLK•AVE. MATTITUCK,NY 11952 631.466.4116 JFelakos@gmail.carn December 21, 2021 i Town Hall Annex Building P.O. Box 1179 Southold,NY 11971 Re: Final inspection items on Permit 44022 Dear Sir/Madam: Please find enclosed copies of documents and pictures showing completion of the final items noted on John's final inspection on 2/5/21. These address: 1) Finishing fire separation of garage 2) Intumescent coating of spray foam insulation in the attic 3) Blower door test 4) Smoke/CO detector outside master bedroom 5) Architect's certification of foundation,rough plumbing, and insulation 6) Electrical certificate 7) Plumbers' solder certificate. I thank you for your assistance with this matter. Feel free to call'me if you have questions or want to come by. I Sincerely, 1 James G. Fela.kos Jr. I - i ( I I ARCHIMEMINE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 uo Brooklyn Office:204 251'St,Suite 203,Brooklyn,NY 11232 Laurel Office;1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 s February 19rh,2021 RE:Jim Felakos APR 1 8 20�5 v 6285 New Suffolk Ave Mattituck,NY 11952 5WIdtn 01 sou hold Tow To Town of Southold Building Department: i I conducted a site visit at 6285 New Suffolk Ave, Mattituck,NY to inspect the 1"and 2"d foundation, rough plumbing and insulation.Based on my inspection the 15C and 2"d foundation,rough plumbing and insulation was completed to meet NYS Building Code and the architectural plans. Please feel free to contact my office if you have any questions. SD At o Sinc ly, �315�` 1''• N", d 0 N Anthony Portillo,RA, LEED AP r s i i 1-1 1 0aa AM P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build April 11,2025 Town of Southold �^ ` Building Department 54375 NY-25,Southold, NY 11971 r 1 2025 r .y,tl ., • APR RE:Jim Felakos 6285 New Suffolk Ave Mattituck, NY 11952 1000-115.00-06.00-030.000 To Town of Southold Building Department: I conducted a site visit at 6285 New Suffolk Ave, Mattituck, NY. Based on my inspection,the smoke and CO detectors outside the bedroom has been installed as well as the intumescent coating on exposed spray foam in the attic,to meet NYS Building Code requirements. Please feel free to contact my office if you have any questions. Sincerely, Anthony Portillo, RA, LEED AP Af?O' (PA �— :4s•1 `� c374�� ®c N� Page 1 of 1 a 0 AM P Architecture Design + Build l NEW YORK HOME ENERGY SOLUTION INSPECTION FORM lv s(". DATE q 1 �� ENERGY STAR APPLIANCES BUILDER ❑ Refrigerator Kwh C.V. Address 04'�5 Alw ❑ Dishwasher ❑ CW ❑ Oven PPM. AL161z �"" ' " `� ❑ Bath an CFM ❑ ERV CFM Lot# Model d ❑ Boiler AFUE PPM Orientation J ❑THVW 6ce AFUE PPM Foundation: L9 Slab ❑ Crawl ❑ Full ❑ Indirect PPM Draft Fuel Type: ❑ Gas ❑ Oil ❑ Propane A/C Tons SEER #Systems Window U SHGC GSHP Tons BTU TESTS: CAZ TESTING: J Blower Door_ ? FM Base Test Draft @ Flue Ducts �1 st FL �� 2 (FM Fan Simulated-' CFM Missing Gas Leak ❑/Y U"N -Where Venting Type 9-S M Comments: ".IUf ff reA0r"J-;un hu;!dam i HES Representative Date Site Representative Date Note:The inspection resultlstatus represent the result of the inspection process only and does not reflect the final certification status. �IIIIII II Ip 1 Y I�INUIII `4d rani t u . /� -_ - I---- • � ._ i h e: ,dam f r fAL �?�i Ir � � A �� / ` l _ /`/ �� f � � / ti _ i y _ �T i,A��� �=�-� ���,:-�" _.�, � , � ; a r- r .I u �� � ' � � 1 / I FIELD INSPECTION REPORT DATE COMMENTS • FOUNDATION(1ST) �H I -------------------------------- FOUNDATION (2ND) z ROUGH FRAMING& PLUMBING r r INSULATION PER N.Y. STATE ENERGY CODE 1 l a► in— FINAL ADDITIONAL CqWENTSoil c klo Z � rn O o fS • a Town Hall Annex 4 J* Telephone(631)765-1802_ 54375 Main Road (631}76.$-95,Q2 r ' P.O.Box 1179 • �� roger rich' r W -Ao J o 'hy-us. ! Southold NY 11971-0959 �t NOV 2 .1 2019 BUILDING DEPARTMENT } TOWN OF SOUTHOLD i APPLICATION FOR ELECTRICAL INSPECTION ; ? REQUESTED BY: ff ' ' S�-c l Tn c.Date: Company Name: S AA _ rn C-, Name: _ c k . ; License No.: 3 �: Address: Phone No.: ( g �- C/ JOBSITE INFORMATION: (*Indicates required information *Name: *Address: U,c *Cross Street: *Phone No.: &31 49C yS�� Permit No.: Oaf Tax-Map District: 000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *is job ready for inspection: YES/10 ough In Final *Do-you need a Temp Certificate: YES /0 Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other . *New Service: Re-connect- Underground Number of Meters Change of Service Overhead \v` Additional Information: PAYMENT DUE WITH APPLICATION ];4�rAl 824Request for Inspection Form TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey Southoldtownny.gov PERMIT NO. Check"-` Septic Form f N.Y.S.D.E.C. • Trustees C.O.Application Flood Permit Examined 20 - Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20' Mail to: Disapproved a/c :.Phone: Expiration 720 t� 1 L.J , 1 i, '�' � ilding e'tor J U L 2 4 2019 APPLICATI OR BUILDING PERMIT - .,^T. ; Date .. �J J 1 2't 20 19 INSTRUCTIONS a.Thi"s-application MUST be completely filled in by'typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to'adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be conunenced before'issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized-has not commenced within 12 months after the,date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize-,-in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of Building Permit pursuant io 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,or 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 for necessary inspections. Pre AAju,c -(Signatdre of applicant or name,if a corporation) 1'S`iDU Main u. ffl, & -i:,,c11 . t�fTY_10 5 Z (Mailing address of applicant) State whether applicant is owner, lessee, agent;architect,engineer, general contractor, electrician,plumber or builder Name of owner of premises 5c�_m i S _Fe_ ta_ ko 5 (Xs on the tax loll or latest deed)V, . If applicant is a corporation, signature of AulY authorized officer ame and title of corporate officer) - Builders License No. Plumbers License,No. Electricians License,No. Other Trade's License No. 1. Location of land on which ropo d1 y ork will be done: House Number Street Hamlet County Tax Map No. 1000 ' Section j�i :? Block „ .;,, `,1 gyp, ., Lot- Subdivision t�ViT( 1 , , �GS �<S Filed Map No. Lot _ 2. State existing-use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Mi kx b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration C Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee _ (To be paid on filing this application) S. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:Front Rear 6� Depth Height 15 . Number of Stories . k Dimensions f same structure with alterations or additions: Front (, `� 1 ?�� Rear 6 Depth lIll Height 15 Number of Stories 1 8. Dimensions of entire new construction:Front Rear Depth Height Number"of Stories G �� `Z��{ 9. Size of lot: Front Rear Depth { . 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated •2' qo 4/6., 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NOX . 13.Will lot be re-graded?YES T40 Will excess fill be removed from premises?YES NO 14.Names of Owner of premises,Scift-1, -- I&A 65 Address9.2,9< vewSJX1�J�hone No,9/ "9 V-7�/33 Name'of Architect 44611/1',4 R)r}i l•4 AddressiW60 1n6,121 lc1.'/�,dl''ho6 No ,V.6-2,/1/—(3160 Name-o'f Con'tractor Address ' Phone'No: 15 a.Is this property within 100 feet of a tidal wetland or a freshwater'wetland?*YES : - . NO * IF YES, SOUTHOLD TO..WN,TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within,306-feet-of a tidal wetland? * YES NO * IF YES,D.E.C.-PERMITS MAY REQUIRED, 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on,property is at l0 feet or below,must provide topographical,data on survey. 18.Are there any covenants.and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY.- STATE OF NEW YORK) :. SS:_ COUNTY OF ) l �I / �J�'I�I L b being duly sworn,deposes and says that(s)he is the applicant (Name of i dividual signing contract)above named, . (S)He is the uN< (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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ZLI+I- day of 20j_ Notary Public Lori T McBride Signature of Applicant NOTARY PUBLIC,STATE OF NEW YORK s Registration No.01MC6368447 Qualified in Suffolk Count• Commission Expw� December 11,2021 ` Scott. .A Russell °sU T�O�][ l�l[\� A\'IER ;a SUPERVISOR = AMIA NA\(G IEMIENT z SOL7TIIQLD TOWN HALL P O Box 1179 0 53095 Main Road SOLITHOLD;NEW PORK 11971 o� Town ofSouthold CHAPTER 23.6 STORMWATER;IVIAMGEMENT WORK:SHEET TO., _4COMPLETED.BY THE APPLICANT;): DOZES' THIS: ]PRO= INVOLVE ANY OF" THE,E 'F'OILLO WGs: Yes Nb K-,-A �! ,_ (CHECLL,THAT APPLY). - �! A. Clearing, grubbing, grading or stripping of land.,which-affects more, � _ gg gg g PPg . ' than•5;000:square feet of ground surface. Ut B Excavation or filling involving more than..200 cubic yards of material within any parcel or any contiguous:area. Site re aratlon on slopes which exceed 1.0: feet: vertical rise to! ❑� C. p- P 1.00 xfeet :of horizontal distance: . ® D. Site preparatlon within 10-0 feet of wetlands- :beach, bluff.or coastal erosion hazard .area I ❑M E :Site preparation within the one-hundred-y_ ear f loodp_ lain-as -depicted on FIRM Map of any watercourse. ! 0® R Installation.of new or resurfaced.., impervious surfaces of- 1,000 square }4 f eet or,more; unless prior approval of a Storm,water.Management Control Plan was.received by the Town and the proposal includes ( LL in=k nd replacement of impervious surfaces.. If`you.answered N0 to all of the.questions.above;;'STOP.!: Complete the Applicant section.below with,your Name,, Signature, Contact Information,,Date& County`Tax Map Number! Chapter M&does not apply to your project. If you answered YES to one or more.of the above, please.submit Two.copies of.a Stormwater Management_Control Plan and a'completed:Check List Form to the Building;Department:with your Building Permit Application. -- -- � Date:,, 1 RPPLICANT: (Prop Owner;Design Professional,:Agent,Confractor;;gther) 1000 - District �j` l ! N,61 E: AMT fl.cky b Section • tot �o ?{ ****FOR BU'ILDIIVG.DEPARTMENT USE ONLY Cgntact;lnf ftnatlou;_: i "l - MkphmmN..W, ) L — — — _ — -- — _ — — — #4 'Reviewed By t I? Date: I .Property`Address/Location of.Construction Work:• — — — — — — — — — — { /�f�� 1 I 3 Approved for processing,Building Permit.. ! f �`r &J�ll(J it 'Stormwater,Management Control Plan'Not Required. ; 12 Stormivatei Management Control Plan is.Required (Forward to Engineering Department for'ReviewJ FORM # SMCP-TOS'MAY 2014; • Town Hall Annex ® Gam. Telephone(631)765-1802 54375 Main Road %c Fax(631)765-9502 P.O.Box 1179 ; Southold, NY 11971-0959 , - - µ P p BUILDING-DEPARTMENT.. .NOTICE_-OF-UTILIZATION,OF.TRUSS-TYPE-'CONSTRUCTION-,`�P_RE=ENGINEERED; WOOD-CONSTRUCTION=ANWOR TIMBER CONSTRUCTION:~ ` Date: �=! Z� I Owner:. _.. _.�J d S-� 1(1 -AT-1 -- _ Location of Property: alb) Z Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) - Timber construction (TC) in the following locations) (check applicable line): Floor framing, including girders and beams (F) —__ Roof framing (R) y Floor and roof framing (FIR) Signature:',._-. Name (person submitting this,form):.;-. .P. .� Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 Building Department Application . AUTHORIZATION (Where the Applicant is not the Owner) i I, A4 ,F1 residing at C2 01,,,4.,� . (Print property owner's name) (Mailing Address) C_Lc do hereby authorize ANT Architecture (Agent) J to apply.on my behalf to the Southold Building Department. J (O is Sign e) (Date) (Print Owner's Name) i i 1 � tip :r - /3-5'd-31 F''S CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE, made the 18th day of June 2019 BETWEEN MICHELLE L.SCHEER,as Trustee of the_Joseph B.Sieczka 2013 Irrevocable Trust,as to an urlrvled fifty percent (50%)interest and MICHELLE L.SCHEER,as Trustee of the Mary Ann Sieczka 2013 Irrevocable Trust,as to an undivided fifty percent(50%)interest,residing at 300 Blossom Bend,Mattituck,New York 11952, party of the first part, and JAMES G.FELAKOS,JR.and ELIZABETH M.SIECZKA,as husband and wife,both residing at 257 Gold Street,Apt. PH-J,Brooklyn,New York 11201, party of the second part, ea. :Fiv@ WITNESSETH, that the_party of the firs part, in considerate of T� TkV"0tiae �,dZ- ,t-)o(/� �f(p.� , Oil •r�� ----_:.._..__.._ — Ten dollars paid by the party of the second part, does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the SEE SCHEDULE"A"ATTACHED HERETO AND MADE A PART HEREOF JUL 292019 BEING AND INTENDED TO BE the same premises conveyed to Grantor by deed dated October 27,2013 and recorded on May 7,2014 in the Office of the Suffolk County Clerk In Liber 12773 Page 103. BEING AND INTENDED TO BE the premises more commonly known as 6285 New Suffolk Avenue,Mattituck,,New York 11952. TOGETHER with all right, title and interest, if any, of the party of the first part in and to any streets and roads abutting the above described premises.to the center lines thereof; TOGETHER with the appurtenances and all the estate and rights.of the party of the first part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word "party" shall be construed as if it read "parties" when ever the sense of this indenture so requires. IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: - MICHELLE L.SCHEER,as Trustee of the Joseph B.. MICHELLE L.SCHEER,as Trustee of the Mary Ann E Standard N.Y.B.T.U.Form 8002-Bargain and Sale Deed,with Covenant against Grantor's Acts—Uniform Acknowledgment Form 3290 THE JUDICIAL TITLE INSURANCE AGENCY LLC Title Number: 135231FI-S SCHEDULE A ALL that certain plot, piece or parcel of land, situate, lying and being in the Town of Southold, County of Suffolk, State of New York and map entitled, "Map of Mattituck Estates", filed in the Office of the Clerk of the County of Suffolk on 9/8/65, as Map No. 4453,Lot No. 30,being more particularly bounded and described as follows: BEGINNING at a'point on the northerly side of New Suffolk Avenue,where the same is intersected by the easterly end of the curve connecting the northerly side of New Suffolk .Avenue with the easterly side of Blossom Bend; RUNNING THENCE westerlyand northerly along said curve bearing to the right, having a radius of 49.45 feet,a distance of 78.22 feet to the easterly side of Blossom Bend; THENCE along the easterly side of Blossom Bend, north 07 ,degrees 43 minutes 50 seconds east, 102.79 feet to the division line between Lot Nos. 29 and 30._ on the aforementioned map;- THENCE along said division line, south 82 degrees 16 minutes 10 seconds east, 254.98 feet to the westerly side of land now or formerly of Sidor; THENCE along said land, south 07 degrees 43 minutes 50 seconds west, 150 feet to the northerly side of New Suffolk Avenue; RUNNING THENCE along the northerly side of New Suffolk Avenue, north 82 degrees. 53 minutes 50 seconds west,205 feet to the point or place of BEGINNING. The policy to be issued under this report will insure the title to such buildings and FOR improvements erected on the premises which by law constitute real property. CONVEYANCING ONLY TOGETHER with all the right,title and interest of the party in the first part,or,In and to the land lying in the street in front of and adjoining said premises. Page 1 of 1 ACKNOWLEDGEMENT TAKEN IN NEW YORK STATE ACKNOWLEDGEMENT TAKEN IN NEW YORK STATE State of New York,County of Suffolk ,ss: State of New York,County of Suffolk ,ss: On the 18th day of June in the year 2019 On the 18th day of June in the year 2019 , before me,the undersigned,personally appeared before me;the undersigned,personally appeared MICHELLE L. SCHEER MICHELLE L.SCHEER personally known to me or proved to me on the basis of personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their me• that. he/she/they executed the same in 'his/her/their capacity(ies); and that by his/her/their signature(s) on the capacity(ies), and that by his/her/their signature(s) on the instrument,the individual(s),or the person upon behalf of which instrument,the individual(s),or the person upon behalf of which the individual.(s)acted,executed the instrument. the individual(s)acted,executed the instrument. r (�G, k-4e, A ,M 9- NOTAR (PUBLIC NOTARY PUBL EUZABETH A.MARTINEZ Notary Public,State of New York EUZABEfH A.MARTINEZ No.01 MA4716913 Notary Public,State of New York Qual ied in Suffolk County No.01 MA4716913 Commission Expires June 30,2022 Oual'died in Suffolk County Commission Expires June 30,2022 ACKNOWLEDGEMENT BY SUBSCRIBING WITNESS ACKNOWLEDGEMENT TAKEN OUTSIDE NEW YORK TAKEN IN NEW YORK STATE STATE State of New York,County of , ss: State of ,County of ss: On the day of in the year On the day of in the year , before me, the undersigned, a Notary Public in and for said before me,the undersigned personally appeared State,personally appeared r , the subscribing witness to the foregoing instrument,with whom personally known to me or proved to me on the basis of 1 am personally acquainted, who, being by me duly sworn, did satisfactory evidence to be the individual(s) whose name(s) is. depose and say that he/she/they reside(s) in' (if the place (are) subscribed to the within instrument and acknowledged to of residence is in a city, include the street and street number if me that he/she/they executed the same in his/her/their any,thereof);that he/she/they know(s) capacity(ies), that by his/her/their signatures) on the instrument,the individual(s)or the person upon behalf of which to be the individual described in and who executed the the individual(s)'acted, executed the instrument, and that such foregoing instrument;that said subscribing witness was present individual make such appearance before the undersigned in the and saw said ,execute the same; and that said witness at the same time (add the city or political subdivision and the state or country or subscribed his/her/their name(s)as a witness thereto. other place the acknowledgement was taken). NOTARY PUBLIC NOTARY PUBLIC i 1 ' Bargain and Sale Deed With Covenants COUNTY: SUFFOLK TOWN/CITY: SOUTHOLD SIECZKA 2013 IRREVOCABLE TRUSTS PROPERTY ADDRESS: 6285 New Suffolk Avenue TO FELAKOS &SIECZKA SECTION: 115.00 BLOCK: 06.00 Title No. 135231FI-S LOT: 030.000 RETURN BY MAIL TO: DISTRIBUTED BY JAY P.SHERYLL,ESQ. SHERYLL LAW,P.C. 633 EA T MAIN STREET,SUITE 2 JUDICIAL TITLE RIVERHEAD,NEW YORK 11901 T:800-281-TITLE F:800-FAX-9398 ` • E t t. e a,r7, 9• "m i f COMPLY WITH ALL CODES OF, 6 G� NEW YORK STATE &TOWN CODES AS REQUIRED Al -i,il AT iPt)STEES LC 1. �'Ur,T!O N [tWST O1='1FlE C; ; :� r r OFPr I r ` - �• YoK\ c-DV C- N``i RESr ONSIE! E FOR �, DE.S'ON OR CONS T Rl1C i 11ON ERRORS. f_;� i !-f'��s,/1 p j 717 1�"'4 r1 `"+"._I"' C 3w CERTIFICATION \ � Lu ON L-=:4D CO/VTENT BEFORE v '!`ICA TE OF OCCUPANCY PLUMBING w ~ U S,,OL DER USED IN WATER ALL PLUMBING WASTE = J LINES NEED SU''"r-'L,)"SYSTE&f CANNOT TESTING BEF ORE COVERING U J EXCEED 2/10 OF 1% LEAD. rn Q ' RETAIPI STORPA "DATER RUNOFF v , TRUSS PLACARDING REQUME) PURSUANT TO CHAPTER 236 OF THE TO�%'N CODE. Must provide Manuals , !.P!tQ�(+pl.jRanr.•�7+!+.! � �,.. , D, J and S as�. per NYS En erg;y Code BIOWer door and ductwork testing;required. 9 Z w O U Li.l H Q w e 405 �O pF PROJECT: FELAKOS RENOVATION et ARCHITECTURE ANTHONY PORTILLO, R .A. , L.IED AP 3 .. .... -,Re'.M-s......-+.w..'av�>. ,y.>„y...�.....�yvy'M...",R..n..1.S-�,.+.9..".0.-,.,xv'aat.?w-aie.-w9.�v.YY'M SMae Sw.f✓,tiwa,.w.m..-.-.:ee.....ywww w_wwm„«f ,--.Y.-. '+4 wanWtd...n». ...__. ...s. a .. ri '. .BAai" �.�,,. ,'.^,i'e�.,. vn`1^-`,w+..,>`...wrms:uxw:s.d '. •." ev�>uvu�-�a+z�.�evu+.�"..�n' .' '.n�.;>_:. . . . - .. . �09 _ - 628 5 NEW SUFFOLK AVENUE 15400 MAIN ROAD 204 25TH STREET SUITE 203 MATT ITUCK, NY 11952 DRAWING TITLE: MATTITUCK N .Y. 11952 BROOKLYN , N .Y. 11232 TITLE PAGE .. LLB 0:516-214-0160 0 :516-214-0160 PAGE: T-1.00 DATE: 07/20/19 1 OF 9 r' NOTES $ 5i=EG 1 F I GATI ON5 CARPENTRY PLUMBING <F.� LUMBER SHALL BE DOU6LA5 FIR LARCH #2 4 BETTER (Fb = 8-15) UNLESS I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) IT 15 THE CONTRACTOR'S RE5PON5151LITY TO KEEP THI5 CON5TRUCTICN DOCUMENT BINDED OTHERWISE NOTED. TOGETHER AT ALL TIME5. IT 15 ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTE5, SYSTEMS TO MEET NYS 2015 PLUMBING GORE. SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLAN5 PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN INSULATION FENESTRATION REOJ I RENIENTS T'� QQ TITLE PAGE 5" MIN. FOUNDATION EXPOSURE. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. GENERAL '5. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION AND AT BASE OF VERTICAL WASTE PIPES. GONPONENT PROPERTIES NY51=GG 2015 TABLE COMPLIES I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" R402.1.2 APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIOHT5 WITH THE EXISTING STRUCTURE. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 115" PER FOOT. R-21 CAVITY INSULATION FILL EXIST. WALL CAVITIES _ I ®®2 GENERAL NOTES . ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE I6 6AOE METAL JOISTS HANGERS BY 'TECO OR EXTERIOR WOOD FRAME WALL R-VALUE PER NY5ECC EXIST. CODE YES ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EX15TINO EQUAL. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. - DI5H WASHER.........................................2" STRUCTURAL DESIGN CHARTS 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN - KITCHEN SINK........................................2" NY5ECC 402.1.5 AND TABLES 5. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. - LAVATORY...............................................2" WINDOW U-FACTOR U-VALUE= 0.250 AIR 402.1.1 AND 402.1.2 MAXIMUM YES AND AUTHORITIES HAVING JURISDICTION. LEAKAGE 0.50 GFM/5F U-FACTOR=0.55 MAXIMUM 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, - SHOWER/TUB..........................................2" 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. - TOILET........................................................5" AIR LEAKAGE=0.50 GFM/SF �i-`�00 HOLDOWN ANCHOR BOLT LAUNDRY .................................................2" > > OF THE OWNER/BUILDER - FLOOR DRAIN..........................................5" MIN. R-56 OATH. AS PER '1. ALL BEAMS, 61RDER5, ETC. TO HAVE MIN. OF 5-I/2' BEARING CATHEDRAL GEILINO R-VALUE R-56 INSULATION TABLE 402.1.2 OF NYS YE5 STRAPPING & NAILING DETAILS 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 6. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT STACK AND INCREASED TO 4" ENERGY CODE SHALL BE CLARIFIED WITH THE ARCHITEGT/ENGINEER BEFORE PROGEEDINC 5. MIN. HEADER TO BE (2) 2"xIO" UNLE55 OTHERw15E NOTED. THROUGH ROOF. STRUCTURAL DESIGN LOADS WITH THE WORK. a. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE 'T. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 4 b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. DRAIN COCKS AS REO'D. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW 7AE3LE R30I.7 6�00 SITE PLAN UNLE55 APPROVED BY THE ARCH ITEGT/ENGINEER. PROTECTION 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS P .ER FASTENING SCHEDULE ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT/ZONING DATA -1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PACE A-I. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND 8. WASTE FROM CLOTHE5 WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS WITH BACK FLOW PROTECTION. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN STRUCTURAL MEMBER ALLOWABLE DEFLECTION 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL a. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF COX GRADE. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. JDM- 100 DEMOLITION PLANS IR NAILING AS PER FASTENING SCHEDULE ON PAGE A-1 AND GLUED, U.O.N. 10. APPROVAL AND INSPECTION 15 REQUED BY LOCAL JURISDICTION PRIOR RAFTERS HAVING SLOPES GREATER THEN 5/12 L/180 FOUNDATION PLAN 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, TO CONGEALMENT OF PLUMBING. W/ NO FINISHED CEILING ATTACHED TO RAFTERS CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOU5E WRAP OR APPROVED EQUAL. 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. INTERIOR WALLS 4 PARTITIONS = ` II. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED H/I80 -�00 FIRST FLOOR PLAN AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT NOR ANY POTENTIAL DAMAGE THEREOF. V PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHINC. FLOORS 4 PLASTERED GEILIN55 L/560 LJJ ~ U 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS = J RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 5'-0" AND AT EVERY 8'-O" ALL OTHER STRUCTURAL MEMBERS L/240 V J MECHANICAL, FUEL 6A5: Q 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE EXTERIOR WALL5 W/ PLASTER OR STUCCO FINISH H/560 A-2 I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/ THE ®® SECTIONS 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL NY5 MEGHANIGAL GORE AND FUEL GAS GORE EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FA5TENIN6 5GHEDULE AS RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK NECESSARY. I DETAILS BROOM GLEAN. EXTERIOR WALL5 - WIND LOAD5 W/ FLEXIBLE FINISHES L/120 1-1. PROVIDE ALL NAILING AND 5TRAPPINC ADDRESSED ON PAGES A-1 ROOF FRAMING PLAN 15. THE CONTRACTOR SHALL CARRY WORKMAN'5 COMPENSATION AND GENERAL THROUGH A-5 �. LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES / ', .� AND ORDINANCES. 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER COME. ��JOO ELEVATIONS GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB STRUCTURAL DESIGN LOADS 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A Ib" SPAN. THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER COMPLETION OF PROJECT. 19. AT ROUGH OPF-NIN65 PROVIDE ALL APPLICABLE NAILING AND 5TRAPPINC USE LIVE LOAD DEAD LOAD AS PER PAGE A-1 THROUGH A-5. IT. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ��00 PLUMBING RISER DIAGRAMS ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN EXTERIOR BALCONIES 60 psf 15 psf AOAIN5T ALL CLAIMS, DAMAGE5, L055E5 AND EXPENSES, INGLUDIN6 ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD ATTORNEYS FEES AR151N6 OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER DECKS 40 psf 15 psf GAS RISER DIAGRAM THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER PASSANGER VEHICLE GARAGES 50 psf AS PER PLAN ITSELF INGLUDIN6 THE LOSS OR USE RE5ULTINC THEREFROM). (B) IS CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, ATTICS WITHOUT 5TORA&E (ROOF BELOW 5 PITCH) 10 psf 15 psf CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHO5E ACTS ANY OF THEM MAY ATTICS WITH STORAGE (ROOF ABOVE 5 PITCH) 20 psf 15 psf BE LIABLE RE6ARDLES5 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: PARTY INDEMNIFIED HEREUNDER. A. TRU55 JOIST McMILLIAN IAE MIGROLAM B. OEOR61A PACIFIC 2.OE &-P LAM ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 PSL (PARALLEL STRAND LUMBER) DENOTES BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. TRU55 JOIST MGMILLIAN 2.OE PARALLAM SLEEPING ROOMS 50 psf 15 psf OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEC.'5 TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWIN65 22. FOR NEW WALLS, A PERFORATED 5HEARW4,LL SYSTEM 15 USED. THE STAIRS 40 psf 15 psf AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, AUTHORIZATION OF THE ARCHITECT/ENOINEER. NOTES, AND TABLES ON PA&E5 A-1, A-2, 4 A-5. THE F"A5TENING SCHEDULE GUARDRAILS AND HANDRAILS 200 psf 15 psf 5PECIFIE5 THE REG'D NAILING FOR THE SHEATHING (ANY NAILING p la. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 5PEGIFICATION5 ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING NEEDED, UNLE55 OTHERWISE 5PE(rIFIED. ALL DIMENSIONS AND CONDITIONS SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED PERTAINING ARE TO BE FIELD VERIFIED. 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PEC.'s). ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 sf I2 psf FOR ATTIC 20. CONTRACTOR TO REMOVE 4 RELOCATE A5 REQUIRED ALL EXISTING WORK HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOVND./FLOOR PLANS. P 15 psf FOR LATH. WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 25. COLUMN BEARING AS FOLLOWS: *ALL STRUCTURAL DE51ON CONSIDERATIONS ARE IN CONFORMANCE WITH WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, ASGE 'T-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO SEAR UPON FOUND. SPECIFICATIONS, UNLE55 NOTED OTHERWISE. WALL w/ STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT 22. PROVIDE FIREBLOGKINO AS PER NEW YORK ACCESSIBILITY STANDARDS. SECURE w/(2) 1/2" m ANCHOR BOLT5 (4" LONG EXPANSION BOLTS EXIST. HALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALL5). FOR ANY CLIMATIC, AND OEOORAPHIG DESIGN CRITERIA 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCINO (® MIN. 16" UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 WIDE 5 COURSES OF SOLID BRICK MA50NRY CENTERED ® POSTING, U.O.N). GROUND SNOW LOAD 20 L55 COPYRIGHT PROTECTION ACT OF 1990 (AWCPA), WHICH HAS SEVERE PENALTIES. (BUTIIII WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, BASIC WIND SPEED 150 MPH Z Lu U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN. 14" BENT PLATE 5" LONG w/6" RISE 4 w/ (2) s/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEOS EXPOSURE CATEGORY B CODES AND REFERENCE STANDARD: SET 6" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE5 A-1 THROUGH A-5. O I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 20115 INTERNATIONAL v BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY SEISMIC DESIGN CATEGORY B MAINTENANCE CODE. 6LA55 WINDOWS AND DOORS 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF I. ALL 6LA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. WEATHERING SEVERE Q WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER CONSTRUCTION MANUAL BY AF 4 PA. CLEARANCES ARE PROVIDED. FROST LINE DEPTH 5. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING 5. ALL SLIDING 6LA55 DOORS, 5KYLIOHTS, AND ANY 6LA55 UNIT INSTALLED TERMITE MODERATE TO HEAVY w CODE. WITHIN 18" OF FINISHED FLOOR SHALL BE OF IN5ULATED TEMPERED 6LA55, 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL UNLESS OTHERWISE NOTED. ICE BARRIER REQUIRED YES MECHANICAL CODE AND 2015 INTERNATIONAL FUEL 6A5 CODE. 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, MANUFACTURER'S SPECIFICATIONS. NFPA TO AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE ARCS ENERGY CONSERVATION CODE. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR GENERAL WIND PROTECTION CONNECTION NOTES: ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. ^ ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL n CONSTRUCTION;SSTD I0-11Q AND 2015 SEC HIGH WIND EDITION WOOD FRAME 1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL CONSTRUCTION SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALL5, FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 8. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. o374Q �® INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL OF N�,� BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. a. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO 5UB5TITUTE WITH 5. METAL PLATES, CONNECTORS, 50REW5, BOLTS AND NAILS EXP05ED ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORRO51ON IN COASTAL CONTRACTOR TO VERIFY THAT THE CHARACTERI5TIC5 OF THE WINDOW MATCH AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. THE CHARACTERISTICS OF THE ANDERSEN WINDOW 5PEGIFIED. THE PROJECT: 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL CHARACTERIST105 ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRE55URE, SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE ROUGH OPENING,U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS FELAKOS PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS REOUIREMENT5. AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPP051NO 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE RENOVATION RAFTERS EXCEPT WHERE COLLAR TIES OF IX6 OR 2X4 LUMBER 15 LOCATED TEMPERED 6LA55. IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. ELECTRICAL: 1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45 AND EVERY I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 16" WITHIN 4' OF EXTERIOR CORNERS. TO 2011 NATIONAL ELECTRIC CODE, NFPA '10 AND 2015 INTERNATIONAL ENERGY 5. SILL PLATE TO FOUNDATION ANCHORA&E;SILL PLATE SHALL BE ANCHORED CONSERVATION CODE. TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER 6285 NEW SUFFOLK AVENUE OF J" AND 5"X5"X�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2• CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR COMPLETION OF WORK. MATTITUCK, NY 11952 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 1" IN GONCRETE/MA50NRY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS 5. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA"12: DRAWING TITLE: AND AT 5PACIN6 NOT EXCEEDING 4' ON CENTER. - GENE L Y,VERIFYOR PROVIDE HARD HIRED SMOKE DETECTORS w/ BATTERY BACK-UP IN: A. EACH SLEEPING ROOM GENERAL NOTES GYPSUM WALL BOARD STRUCTURAL DESIGN CHARTS I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT B. OUTSIDE OF EACH SEPARATE SLEEPING COMPOUND METHOD. AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS (GENERALLY THE HALLWAY) 2. ALL GYPSUM BOARD SHALL BE 1/2" ON HALLS AND GEILINC, UNLE55 OTHERWISE NOTED. WATER RE515TANT (W.R) AT BATHROOMS AND WHERE G. EVERY LEVEL OF DWELLING DEEMED APPLICABLE. (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) 5. 5/8", ONE HOUR RATED, TYPE 'X' 6YP5UM BOARD ON CE'ILIN& AND WALL5 PAGE: (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO !EXTEND THREE FEET INSULATION IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING I. ALL EXTERIOR HALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. FOIL TO BE PLACED TOWARD WARM SIDE. A-100 4. FINISH JOINTS, J-15EAD5, NAIL DIMPLES, CORNERS, AND EDOE5 SHALL BE 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS WALL5 FROM 6" BELOW GRADE TO 24" BELOW&RAVE IF DESIRED BY TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE FOUNDATION WATERPROOFING. DATE: 07/20/19 2 OF 9 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENINGS. 5. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: - a" R-50 FOR FLAT GEILIN05 6. FASTEN GYPSUM BOARD AS PER FASTENING 50HEDULE ON PAGE A-1. - 5.25" R-500 FOR VAULTED AND CATHEDRAL GEILING5 - 5.5" R-I5 FOR 2"x4" WALL CONSTRUCTION - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION - 5.25" R-21 FOR FLOORS GONSTRUOT I ®N DATA I LS � Jul I ND LOAD i�AT�H ANCHORBOLT SFEO F I GAT I ®NS NOTE: THI5 SCHEDULE DOES NO NIGI FA5DE NAILISCHDNG FOR METAL FRAMING STRAPS (SEE PAGE A-2 FOR STRAPPING AND NAILING REQUIREMENTS, O N N EC.,T I O N DETAILS AND ROUGH OPENING FRAMING REQUIREMENTS) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE NOT TO SCALE SPECIFICATION (WFGM TABLES 3.2A 4 3.25, P. 112) CORNER 6"-12" FOR ALL STRUCTURES: CONDITION FASTENER SPE FASTENER 3q" %"-P ANCHOR BOLTS a 3ci" O.G. DESCRIPTION AND QUANTITYC. SPAG I NG • 7 ROOF 4 CEILING FRAMING cv NOTES: RAFTER TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER RAFTER WOOD JO I S WOOD JO I. MIN. 'I" EMBEDMENT INTO CONCRETE W/ 3" SQUARE WASHERS AND END NUT SETUP; CEILING JOIST TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER J015T BLOCKING 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. $ FILL JOIST HANGE END TOP TWO COURSES SOLID CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED EACH LAP CONDITION GIRDER/HEADS 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR CEILING J015T LAPS OVER PARTITIONS(FACE-NAIL) q-I6d COMMON EACH LAP OR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 WOOD GIRDER WOOD JOIST PLAN DIAGRAM OF ZONES 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 8 12" COLLAR TIE TO RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED PER TIE FROM ENDS AND CORNERS (TWO a CORNERS) BLOCKING TO RAFTER (TCE-NAIL) 2-5d COMMON EACH END (SEE DIAGRAM TO LEFT) 4. COORDINATE w/ HOLDOWN LOCATIONS RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYF I GAL NA L I NO/5TRAFF I NO REOU I R�1�f ENTs FOR WALL FRAMING � U P L I F T/ SHEAR/ L A T E R A L W N D R E J 5 T A N(f.,, TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-I6d COMMON I PER FOOT U TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE LJJ I _ TYPICAL NAILING/STRAPPING REGU I REMENT5 FOR = J UPLIFT, SHEAR, $ LATERAL WIND RESISTANCE STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. U J HEADER TO HEADER (FACE-NAIL) I6d COMMON 16' O.G. ALONG EDGES Q WALL 57UD WALL STUD CONNECTION DI D2 TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON 4 , PER STUD BOTTOM PLAT BOTTOM PLAT BATHTUB SUB FLOOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-I6d COMMON 12 PER FOOT DOUBLE JOIST DOUBLE JOIST ..✓'"""'��� AT STUD TO FLOOR ASSEMBLY ENDJOIST, or BLOCKING(PAGE-NAIL)TO SILL FLOOR FRAMING PLATE(5) CONNECTION: FOR STRAP - 3 8 d COMMON NAILS ® EA. JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-8d COMMON PER JOIST END OF STRAP (WRAP STRAP UNDER SILL PL.) BRIDGING TO JOIST (TOE-NAIL) 2-bd COMMON EACH END FOR EA. PLATE TO STUD ABOVE d OR BELOW - BLOCKING TO JOIST (TOE-NAIL) 2-Bd COMMON EACH END DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEAR)NC WALLS o o __2_ _16_ d COMMON NAILS ALTERNATE CONFIGURATION - ABOVE STUD TO BLOCKING TO SILL or 3-I6d COMMON EACH BLOCK TOP PLATE (TOE-NAIL) a FLOOR CONNECTION w/ # LPT4 SIMPSON (OR A EQUAL) a PLATFORM TO SILL PLATES LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH J015T STANDARD/ALTERNATE JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST KING STUDS RAFTER BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT CRIPPLE STUD ROOF SHEATHING NAIL HEADER I I `t O/✓- `I RA F F I N l./ HEADER STRUCTURAL PANELS: (SEE ALSO GRAPHIC, ad COMMON (0" EDGE / 12" FIELD TOP PLATE ZONE THI5 SECTION) PERIMETER ZONE 8d COMMON 6" EDGE / 12" FIELD (4" O.G. a GABLE NOTATION: OAK JACK STUDS A- NUMBER OF bd NAILS a EA. END OF 5TRAPPIN6 (5:7,P. 15,7-2001) GE I L I NG SHEATHING WALL STUD B- NUMBER OF SILL 5TUDS-ON FLAT(DOES NOT APPLY TO DOORS) (3.25B, P. Iq3 -2001) G- NUMBER OF FULL HEIGHT KIN6 STUDS a EA. 51DE OF HEADER (5.25C,P. I013 - ALTERNATE,8.23D,P6. 194 -2001) GYPSUM WALLBOARD 5d COOLERS "f" EDGE / 10" FIELD ID- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER a EA. 51DE (5:7, P. I5"1 d WORK5HEET-2001) E- NUMBER OF JACK STUDS a EA. END OF HEADER (5.22F,PI91-2001) F- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD WALL SHEATHING TYPICAL HEADER CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION A TO END OF 51LL(S) a EA. SIDE (DOES NOT APPLY TO DOORS) C. (3.6, P. I5"1 d WORKSHEET -2001) STRUCTURAL PANELS 8d COMMON 6" EDGE / 12" FIELD N B E_ FASTENING SCHEDULE B 6YP5UM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD w Jul I ND RESISTANT CONSTRUCTION CONNECTORS ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS � F [IN ACCORDANCE WITH WOOD FRAME FLOOR SHEATHING (SUBFLOOR) CONNECTION LOCATION: PART NUMBER: NOTES: CONSTRUCTION MANUAL 2001 EDITION) O 0 RIDGE-TO-RAFTERS C520 C9 21" APPLY TO EACH PAIR OF RAFTERS A NOTATION STRUCTURAL PANELS; w I" or LESS Bd COMMON b" EDGE / 12" FIELD RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER �- ROUGH 6 A B G D E F G GREATER THAN I" IOd COMMON b" EDGE / " FIELD OPNG RAFTER-TO-PLATE H5 or H23 APPLY TO EACH RAFTER 2'-0° 2 1 1 1 1 1 PLATE-TO-WALL STUD G520 18" APPLY TO EACH WALL STUD 4'-0" 4 I 2 2 2 2 2ND. FLOOR WALL-TO-I5T. FLOOR WALL LFTA or 0520 ® 56" APPLY TO EACH WALL STUD REG2UIRE5 SILL PLATE REQUIRES (3) 2xl2 HDR 2(MIN.)IN.) (MIN.) 6'-0" I 3 3 3 3 'SRC ry ( �y✓y. HEADER-TO-JACK STUD G520 © 12" APPLY TO EACH JACK STUD 7 2 3 4 4 4 ��`C9 o�� M PO�Z CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD ..���r SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE 1ST. FLOOR-UNDER-SILL PLATE G520 (USE WITH 5" SQUARE WASHERS) 3740 O USE THE FOLLOWING OR APPROVED 51MP50N METAL GONNEGTOR5 FOR PROPER WIND RESISTANT CONSTRUCTION. SFL I G NCB OF TOI I LATE FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. PROJECT: TOP PLATE FELAKOS SPLICE LENGTH TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS RENOVATION GONTI NUOUS BUILT-U� O I RDERS THREE OR MORE SUFFORTS FOR WIND - EXPOSURES BAG - FOR WIND - EXPOSURES - � ALL OTHER GASES ONE STORY SLAB ON GRADAD E CONNECTION PATTERN SCHEDULE BETWEEN 1/6 BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE"" CONNECTION a 1/4 OF A DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) 6285 NEW SUFFOLK AVENUE PATTERN DESCRIPTION ASSEMBLY REQUIREMENTS: MATTITUCK NY 11952 WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER „ MAX.32" 51DE BY SIDE ARE CONTINUOUS OVER THREE OR MORE 12-O 2-O /2-b' 12-O„ 3-O „ A (2)ROWS IOd NAILS• 12"O.G. P, SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE B F(5)ROWS IOd NAILS• 12"O.G. � 51XTH AND ONE QUARTER THE SPAN LENGTH FROM AN I6'-O" 3'-O"/3'-q" I6'-O" 4'-O" DRAWING TITLE: INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, G (2)Rows I/2" m BOLTS® 12"O.C.sTa66ERED; THO-PIECE NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE 20-O 4-O /5-O 20-O 5-O HOLDOWN, ANCHOR BOLT, DBL.a ENDS BUILT UP GIRDER P MAX•52" TO BE JOINTED ON THE SAME SIDE OF THE SUPPORT. STRAPPING & NAILING DETAILS D (2)ROWS I/2" (P BOLTS• Ib"O.G. 24'-0" 4'-O"/5'-O" 24'-O" 6'-0" � NAILING: STRUCTURAL DESIGN LOADS E (2)Rows I/2" 4)BOLTS a 24"O.C. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SIDE BETYVEEN 1/6 WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, F (2)ROws 3-3/6"TRUS5LOCK 5CREw5 a 12"O.C. a 1/4 OF A OTHERS 5TAGGERED WITH A DISTANCE OF 16 INCHES SCREWED ON(1)SIDE OF MEMBER BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE 32-O� " � �� � �� 32-O� ' b-O -b ' 8-O G (2)ROWS 5-3/6"TRUSSLOCK SGREw5• 16"O.C. P TO BE NAILED FROM EACH 51DE w/ IOd NAILS, TWO NEAR SGREwED ON(1)SIDE OF MEMBER ,-O" 36-O"_ " " _ " PAGE: (2)ROWS 5-3/5"TRUSSLOCK SCREWS 6 24"O.G. EACH END OF EACH J015T, OTHERS STAGGERED W/ A 1.TABULATECONNECTION SPLICE NOTHS a 55UME TOP PLATE-TO-TOF PLATE US NG 2-I6dNAILSPER FOOT.FOR SHORTER SPLICE 36 q O H SCREWED ON(1)51M OF MEMBER D15TANGE OF 32 BETWEEN NAILS IN A HORIZONTAL LINE. THREE-PIECE LENGTHS,THE NAIL SPAGIN U SHALL BE REDUCED IN ORDER TO (2)ROWS 5"TRUr SLOGK SGREwS a I2"O.G. PROVIDE AN EQUIVALENT NUMBER OF NAILS 40-O" 8'-O"/IO'-O" 40'-O" 11'-0" SCREWED ON BOTH SIDE OF MEMBER BUILT UP GIRDER MAX-32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d NAILS A-200 (2)ROWS 5"TRUSSLOCK SCREWS a 16"O.C. ON EA. SIDE w/ TWO NEAR EA. END OF EA. PIECE, INCLUDING 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED K IN EXPOSURE B 50'-0" 10'-O"/12'-b" 50'-0" 13'-0" SCREWED ON BOTH SIDE OF MEMBER INTERMIDIATE JOINTS, AND W/ THE OTHERS STAGGERED W/ L (2)ROWS 5"TRUSSLOCK SCREWS• 24"O.G. BETWEEN 1/6 A DISTANCE OF NOT MORE THAN 52" BETWEEN NAILS IN A 3.TABULATED SPLICE LEN&TH5 ARE BASED ON 5 FOOT WALL 5CREHED ON BOTH 51DE OF MEMBER d 1/4 OF A HORIZONTAL LINE. HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT 60'-O" 12'-O"/I5'-O" 60'-0" 16'-O" LATERAL LOADS SHALL BE MULTIPLIED BY H/5; FOR ALTERNATIVE WALL HEI&HT5 MULTIPLY THE ABOVE , „ „ „ DATE: 07/20/19 3 OF 9 NOTE: P FOUR-PIECE CIDERS ARE TO BE A55EMLED AS SHOWN, AND NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR "10-O 14-O 70-O Iq-O 1.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON NAILED W/ 20d NAILS A5 SPECIFIED FOR THE THREE-PIECE (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 6"OR SMALLER 501-O' 22'-O" d CONNECTION PATTERN 'B'WHEN 10"OR LARGER P. ORDER. W WALL - 1.125 1O'WALL- 1.25 2.WHEN 50REWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE 11'WALL- 1.3I5 OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER P ANCHORING: 12'WALL- 1.5 GIRDERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, THIS COLUMN w/MULTIPLIER NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. 4.TOP PLATES SHALL BE A MINIMUM OF 57UD GRADE MATERIAL FOR 10'-0"WALL J�GT ZON I N RO O DATA SGTM# 1000-115-6-50; LOT AREA = 55,064 S.F. ; R-40 NG TAX MAF # 1000- 5-6-50 ZON I NO D I STRI GT R--40 NG ALLONED EXIST. PROPOSED COMPLIES LOT AREA 5a,064 S.F . MINIMUM REQUIRED FRONT YARD 40.0' S0.5' S0.5' YES FDMA BLOOD ZONE X SIDE YARD 15.0' 20.0' 20.0' YES NETLANDS D 1 STR I GT N FERM 17 # BOTH SIDE YARDS 55.0' N/A N/A N/A DEG D 1 STRI GT N N.J. LETTER REAR 50.0' 120.5' 120.5' YES LOT SIZE 4 ,00 58,064. 58,06 .0 NO w O 0 o D D 4 O S.F. O S.F. S.F. - LOT NIDTH 150.0' 102.8' 102.8' NO w EXISTING FROFOSED LOT DEPTH 1-15.0' 255 255.0' YES Q -' FIRST FLOOR AREA 5460.0 5460.0 S.F. LIVABLE FLOOR AREA 5,056.7 5 Oq 1.5 S.F. Q �.�. S.F. :- 5EDROOM COUNT 4 4 MAXIMUM PERMITTED , BU I LD I NO HE I C HT 55.0' 15.0' 15.0' YES NUMBER OF STORIES $. 2 I I YES I - -16'IO"E - --- - - - - - - - - - - - - - - - - - - - - - 'I 254.Q8' - - - ?� K PN IPA I SIDE YARD SETS GG 5 SL O T' G0� R- � AO E , B VE OPE - UILDINC EN L o --------- --- ---------- -----� I 10. DSGRIi�TION AREA % LOT i 1=RAME DECK GOVERAOE TOTAL LOT AREA �8,064.0 m EXIST. I.O. 24.0' - 12.0' 5. Z POOL 16'x52' i p EXIST. I EXISTING HOUSE B,4000.0 5. � . I % C) p- ® o FRAME v I v O ARAOE w EX I ST I NO COVERED FORGH 164.7 S.F. 0.4%Ld o WI COV DECK UA _ Q 0 1 EXISTING COVERED DECK 216.0 S.F. 0.6% 2"I.o' ° w V p ®, EXIST. I STORY m EXISTING FOOL � DECK 1 /202.0 S.F. 54.-1% ���E A �� FRAME HOU5E 7, OARACE - -�PAVER EXISTING GARAGE 5-76.0 S.F. 1 .50/ m PROPOSED I-I--I � (V m PATIO AT GRADE i O z I TOTAL AREA OF ALL STRUCTURES 5618.E 5. 14.aO p- MAXIMUM GO\/ERASE ALLO1�ED = 20% 0374(0 A � 16.8' N ,L, 12 . 1 I m PROPOSED ADDITION UNDER m 1 T. EXISTING COVERED PORCH SITE LAYOUT NOTES: ° E I I. THIS IS AN ARCHITECTS SITE PLAN a IS PROJECT: of 23.3' FELAKOS z SUBJECT TO YERI F I GATI ON BY A L I GENSED SUP,\/EYOR. THE INFORMATION I REPRESENTED ON THIS SITE PLAN 15 TO THE RENOVATION 1 I ----- --- --- - - -------------------------------------------� ARCHITECT'S BEST OF KNONLEDCE. 40' FRONT YARD SETBACK 2. SURVEY INFORMATION NAS OBTAINED PRI NG I PAL BU I LD I NO ENVELOPE I FROM A SURVEY DATED NOVEMBER I, I cf-74 - 6285 NEW SUFFOLK AVENUE } O AND PREPARED BY: MATTITUCK, NY 11952 IIt RODERIGK VAN TUYL ° r OREENPORT, N.Y. I IQ44 DRAWING TITLE: z p I SITE PLAN X lu - PAGE: N82055'50"N 205.00 A-300 DATE: 07/20/19 4 OF 9 SITS FLAN SCALE: 1'-O" = 15'-O" OEI ` ERA S I �50L I\ ""r : — EXISTING TO BE DEMOLISHED Q HARD HIRED SMOKE DETECTOR SM w/ BATTERY BACK-UP EXISTING TO REMAIN Q CARBON MONOXIDE NEW HOOD FRAME (L.G. GO DETECTOR AG 5TL. WHEN APPLICABLE) NEN PARTIAL HEIGHT Q HARD HIRED SMOKE AND CARBON HOOD FRAME (L.G. STL. 5M/CO MONOXIDE DETECTOR COMBO WHEN APPLICABLE) w/ BATTERY BACK-UP NEW FOUNDATION NALL Ej 50 G.F.M. EXHAUST FAN w/ DAMPER MIN. (2) 2"x4" STRUCTURAL 50 G.F.M. EXHAUST EXIST. MECH. HOOD DECK ® POST FOR 4" HALLS FL FAN 4 LIGHT GOMBP (MIN. (2) 2"xb" STRUCTURAL w/ DAMPER ROOM POST FOR b" HALLS), U.O.N. EXIST. 3'O"X4T' D.H. I I II i� W II G EXIST. EXISTING DOORS TO GL. TO BE DEMOLISHED V EXIST. WX52' = U --- BEDROOM IN-GROUND U J II POOL Q EXIST. BEDROOM I I \\O I I EXIST. GL. GG/ I I rT-- O/ Jill III \ Q J Ly t EXISTING DOORS TO ��- EXIST. 1 I �j\\ SHORING NOTES: Ul x TO BE DEMOLISHED / Xp / __CL._ I I � I --U �� EXIST. . PROVIDE TEMPORAR SHORING TO w m �- BATHROO SUPPORT HALLS AND ROOF AS NEEDED. 2. SHORING TO 60ME DONN TO GROUND ---------------- REMOVE 8 RESET 7— OR BE SUPPORTED BY TEMP. BEAM \\\ FIXTURES IN EXISTING SYSTEM. -_-- \\ PLUMBING LOCATIONS 5. CONTACT ARCHITECT IF THERE ARE -------------- HOOD DECK EXISTING DOORS TO ANY SHORING CONCERNS DURING / --------� //—\� 2 X6 /j/ �\\/ II II TO BE REMOVED 12 �X\g� / / \ \ CONSTRUCTION. / / \ \ --� -- -_j - �_____- Li Y I IIIII I i \� i t FIREPLACE I IIII EXISTING DOORS TO EXISTING DOOR TO �J I/ \ ��' ----_ --_- ---------------------�•_ < ----------------- - EXIST. I IIII TO BE REMOVED TO BE REMOVED �� EXIST. 2"xb" G.J. -- N 0 BEDROOM IIII ------- -- - ----------- �:EXISTINSZ'x(b" -------- - - -------------------- wx IHEARTHI INSERT IHEARTHI IIII / EXISTING 2"x4° EX15TINO 2"x4" L___L __1___J I I COVERED / FAN TRU55 TO FAN TRU55 TO II G.J. TO BE EXIST. IIII ___= BE REMOVED REMOVED BE REMOVED NOOK IIII EXISTING DOOR S I III WINDOWS TO TO BE REMOVED INFILL TUB AREA WITH EXISTING FIR5T FLOOR EXISTING FIREPLACE IIII CONCRETE (2)EXIST. TO BE DEMOLISHED COVERED D 2'8"X4'O" D.H. EXISTING WATER F i 7 HEP,TER TO BE I I I IFnT RELOCATED I z I I 1 IIII IC C- I T----- 1 1 ________ IIII L I� \ II I EXIST. CL. I I / \ I I I r�t i� I EXIST. II I m EXIST. GONG. SLAB I I I WH EXIST. LIVING \ / ROOM I I I "I Imo' j I I BATHROOM 1 I TUB I III I i x ISLAND I jll I III j I I III I X S) 1�1\I // Ii j i I Z Q D j jEXIST. MECH. I N I I I I j j EXIST. DINING I\`\%�I II -------J m I I ROOM Q I I I I I ROOM L--------� I I I ---- �- --------- 0 �7 r- ---------tuN W LAUNDRY 11 _ EXIST. II �� F --- ROOM SGTION I7M0 �- EXISTING KITGHE TION / TO BE DEMOLISHED KITCHEN I I EXIST. \\\ I � o \\ /// �_ \ I i GL. \� EXIST. I = �_ SCALE: 1/4 I O EXISTING BATHROOM ----------� --� ----------- I I I \\ I j j w - TO BE DEMOL 15HED I_DI,� I _ I ------- I-- -4-------- EXISTING T ' BE // I L 4 J LL I I I DEMOLISHED ------ -------- L---J--�------------ -� - ----- � - L--- IL ------1-- ARC �__--------- C--------- L ----- ---------- \ / II\ /I I I -_--- I EXIST. I \ EXIST. 1" STEP UP J I 11 / �� P �0- BATHROOM I I \\ // I I I I EX1571NS CLOSET TO I I I 11 / (4 n % 0 11 5HOY4ER I I �\ I BE DEMOLISHED I / \ II II I I / \ I ( ° EXIST. I I I I u-�� EXISTING BATHROO � �I I \ i� b GLOSET5 TO BE I 1"EXIST. I \ III( ��\ \��/ I I / \ I I I I I III I 0 EXISTING STEP TO BE DEMOLISHED EXI5TIN5 �, --� I I I /i I I I III _LL-_-__ -__ _J L/__-_\A I 1 DEMOLISHED I I I I O LGONG. SLAB ---------------------� I \\ I I I II 1 F X (j�rFT I F xx 037g10 �O XISTINO STEP TO BE (�- I I / I I I I DEMOLISHED I � I I E I5T. MEGH 1 I / I IL I I ROOM I- URNAC \\ I Li1 EXIST. LIVING I Q T 1 1 EXIST. I ROOM I v I I I I I a I I EX15TINO WALL AND EXIST. NEW 4" P. GONG. -__ k=_=H I I 1 I ENTRY I I I CABINETS NETS TO BE BEDROOM S LAB ON 4" THICK I '` PROJECT: ? J I I 1 1 I b I I I DEMOLISHED EXISTINS GRAVEL BASE I I EPDXY PIN NEW � O I GONG. SLAB I FOOTINGS INTO ry FELAKOS I I I -boo EXIST. FOOTING X I 1 I EXISTING DOORS TO rN I I I - - - - - - - - i RENOVATION X O - TO BE REMOVED r EXISTING WINDOWS I I I 2 NEW 8' P. GONG, WALL w m ri- ,-n TO BE REMOVED I I III I L1 - -� / I I I II I tY NEW IE—"xl2' DEEP CONT. I I I I III I N X DRILL PODURED � I I GONG. FOOTINS I I 1 111 1 wm EPDXY PIN NEW 6285 NEW SUFFOLK AVENUE II II I II _ ----_1_____-u---- __---- -_ ___ FX15TINO WINDOWS FOOTIN55 INTO _ -__--------�- ------ _____= TO BE REMOVED EXIST. FOOTING MATTITUCK, NY 11952 EXIST. EXIST. 5*'X5'O" D.H. 3'4"x5'O" D.H. DRAWING TITLE: EXIST. EXISTING OPENING TO GARAGE BE DEMOLISHED ------ DEMOLITION PLANS EXIST. FOUNDATION PLAN 3'3"X4'0" D.H. -T--- --- -T--�T --1 -------------1---�L PAGE: N X COVERED DM-100 xo wm z DATE: 07/20/19 5 OF 9 F I R5T FLOOR 17EMOL I TI ON PLAN FOUNDATION FLAN SCALE: 1/4" = I'-a" (5E I ` ERAL <E) EXISTING TO BE DEMOLISHED Q HARD WIRED SMOKE DETECTOR 5M w/ BATTERY BACK-UP EXISTING TO REMAIN O CARBON MONOXIDE NEW WOOD FRAME (L.O. GO DETECTOR STL. WHEN APPLICABLE) NEW PARTIAL HEIGHT Q HARD W I RED SMOKE AND CARBON EXIST. WOOD DECK SM/GO MONOXIDE DETECTOR COMBO EXIST. MECH. ROOM WOOD FRAME (L.O. STL. W/ BATTERY BACK-UP AG WHEN APPLICABLE) EXIST. NEW FOUNDATION WALL ® 50 G.F.M. EXHAUST 3'0"X4'1" D.H. FAN W DAMPER 50 G.F.M. EXHAUST l0'-2" ® MIN. (2) 2"x4" STRUCTURAL FL FAN 8 LIGHT GOMBP POST FOR 4" WALLS W/ DAMPER (MIN. (2) 2"x(o" STRUCTURAL N Q NEW EXIST. N P05T FOR 6" WALLS), U.O.N. z Q 0L. CL. �a a tt tt I 5 I 5 EXISTING FLOOR PLAN NOTES MODIFIED 16'x32' BEDROOM IN-GROUND DOOR NOTE: 1711 5q,. Ft. POOL O I. INSTALL NEW INTERIOR DOORS WHEN GALLED `r OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). _� MODIFIED - 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED BEDROOM OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 176 5q,. Ft. U 3.DOOR TYPE TO SELECT ao� LL1 4.INSTALL AS PER MANU SPEC.'S 3 • mSM/GO = J FRONT ENTRY DOOR EGRESS NOTE: Y • U I. V.I.F. FRONT DOOR HAS MIN. 52" CLEAR OPENING 5M/GO WHEN DOOR 15 OPEN 90° _ 2.IF NOT, THEN REPLACE EXIST. DR. w/NEW 36"x5o" tt Q DR. (32" CLEAR WIDTH) N X I 5 3.PROVIDE (2) 2"xa" HDR., U.O.N. tun 4.JACK AND KING STUDS AS PER PAGE A-200 0 i REMOVE 8 RESET t- RESERVED 3Qx6& FIXTURES IN EXISTING ,. O2 PLUMBING LOCATIONS 3Qx6� 4 SMOKE DETECTOR / GO DETECTOR NOTES: 3 EXIST. WOOD DECK O3 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT • MODIFIED BATHROOM ® • 4-4 SMOKE /CARBON MONOXIDE COMBINATION DETECTOR SM/GO 49== HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. 2.INSTALL ALL AS PER MANU. SPEC.'S4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR EXISTING ARCHWAY IN COMPLIANCE WITH LOCAL CODE a'-O" IO" HDR i- � 3Qx6� Q 7 O 4 5 4 5 QI iv Fl� WINDOW NOTE: 14'-i" O I. ALL NEW WINDOWS d DOORS SHALL BE ►-0 - \ ANDERSEN 400 SERIES CASEMENT, DOUBLEHUNG, X X iF MODIFIED �6' I A EXISTING 3Qx6$ OR GLIDING (AS NOTED); INSTALL AS PER MANU. W cV BEDROOM �5'-O" 4 5 ' COVERED SPEC.'S. FOR SUBSTITUTIONS, SEE NOTE #q IN c^�v N 155 5q,. Ft. \ NEW O D DECK "GLASS WINDOWS AND DOORS" ON PAGE A-100 5'-O" O 2.IF CASEMENT WINDOWS - ALL GSMNT WNDWS BATHROOM SHALL HAVE STRAIGHT ARM HINGE WHEN 3 / to 5. I 5 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE TILT WASH • TRAY G G 4.ALL GLAZING WITHIN IV' OF FF TO BE TEMP. OL. 5M/GO v �p CEILING EGRESS NOTE: to _ _� G=� IN COMPLIANCE WITH NEW YORK STATE BUILDING 1 5 O EW "xIO" HDR NEW 2T 1.7�x I.b7�HDR 1 5 3-6"x5 N RELOCATED ' 2.-0. 24'-2" (2)SLIDERS _ CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF SHOWER �' T T O 4 5 EGRESS SHALL BE FOLLOWED: MASTER - 4 5 4 5 LGDI206a-4 4Qx6� SLDR BEDROOM 5 I (a I D DI NET CLEAR OPENINO........... 5.7 S.F. p NEW 4'x5' 241 5cL. Ft. K�`1 NET CLEAR HEIGHT............... 24" MINIMUM ! GL 3Qx6a v SHOWER �x I NET CLEAR WIDTH................. 20" MINIMUM b'-O" 4'-101. w 15 a I ry ILL WINDOW/ DOOR FRAMING: NEW -� NEW LIVING I P. GONG. . TUB N x v ® EXIST. TUB O5 SEE PAGE A-200 FOR FRAMING = D GL. FLO iv O ROOM ALI�NR ELEMENTS AROUND DOORS AND Q W a 5 WINDOWS (TYP. FOR ALL) U.O.N. m — N`r `J 0 `t, N 1 E Q w iv 1:]�o SM/GO `� to NEW 0 NEW LAUNDRY Roots: NEW — _ I 5 53" STEEL COL. O p OI PAVER m O I. NEW WASH /DRY HOOK UP cV 2.COORDINATE LAUND. ROOM 4 DOOR HALLWAY dJ `fl UPON POURED Jt=1 DIM.s W 51ZE OF EQUIP. jn GONG. FTC; Q N Q 3.PROVIDE HOOK UPS AS REGIS PER MODIFIED Q - la"xlb"xl2" OWN MANU. LAUNDRY/MUD 3 xb P.D. ROOM 3Qx6� ® I NEW I 5'—O" II'—I" DEEP j (2) 1.75"X 16" LVL RIDGE;2.OE G—P LAM - - - - DRYER EXHAUST NOTE: m BATHROOM - I. DUCT SHALL TERMINATE TO EXTERIOR - / 3.5" STEEL COL. 0 J J Z 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY \\ UPON POURED 0 v _ - (4) 2"O POST Q W ,/ GONG. FTC; U� � i TO RIDGE OPENIN55 I 5 / la xla xl2 NEW x , I- I 0 O 5.DUCT 51ZE AS PER MANU. NEW DEEP' 4.DUCT SHALL BE EQUIPPED w/ A BACKDRAFT DAMPER CL r ,d- _ I_ _ _ _ _ _ x 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 1 5 I I 5 z I - X CONSTRUCTION. FLEXIBLE TRAN5ITION DUCTS USED TO I 5 3Qxba I 5 I 3Qx6� IL 0 0 in l LU 0 CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 0 I r Q SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO to Q A EXCEED b FEET AND SHALL BE LISTED AND LABELED BUILT IN IL IN ACCORDANCE WITH UL 215bA. a �' 6-5" 3Qx6� P.D. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGIDL LOCKERS METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS i 5 3 • 5 4 5 w� RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST ,' SM/GO o' I'jb" 2'-O" 4'-0" 5'-b" 4'-O" DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 5'-10" 5'-O" p -1 I ('� J, cV in 3 `� 1 7. MAX.E LENGTH SHALL NOT EXCEED 25 FT FROM DRYER -6 x LOCATION TO THE WALL OR ROOF TERMINATION. THE m p 0 N( D DI MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5tu FEET FOR EACH 45' BEND AND 5 FEET FOR EACH 90° URNAG WH I I I I - 36" COUNTER HEIGHT BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXIST. MECH. ��O ALIGN �O I I a O' 02 �; �' A ROOM I FLOOR iv ®� I I - 30 o 7 VENTILATION IS NOTNEN EXHAUST FAN HALL BE MET BY MEANS OF NATURAL I k W z O m O® -1 0 - N II ' NEW DINING L INE OF 1u ROOM I _ I x v Q Q 0 GEILIN FLAT O cV 0 -1 CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR cV Q GEILING�AREA� X SPACES AS PER NYS MECH. CODE SECTION 403.3.2.3; X I TO RI T OF Q INSTALL AS PER MANU. SPECS N= _ _ X 0 L - J LINE TtZAYED m I I ® 30" COUNTER HEIGHT ANT.RY a ^y� 37413 w m PER SECTION dq NEW m ��OF ALIGN 4 5 4 5 ( I p KITCHEN PROJECT: 7-O ALL NEW WINDOWS s DOORS SHALL BE ANDERSEN 400 SERIES CASEMENT; INSTALL AS PER MANU. SPEC.'s. - - - - - - - �- — "1` '( ��Sl'4_HPL_ SEE PAGE "A-201" FOR NAILING 8 STRAPPING DETAILS. iL FELAKOS 2-O 4 DEPTH CHAR 5 — — — DW I 5 ,4 3 F � [V' 41N' DON T ;,. . ,> ^0 8'-a° Ga'-a° H � 5 4 �5— — NEW ENTRY G � G 2 � RENOVATION E Q = UPPERS UPPERS N W 1 5 N I B � "� ROUGH UPENING WINDOW DIMENSION CLEAR EXIST. GL a �xl u� - WINDOW TYPE QUANTITY MODEL # OPENING GARAGE �x N in y e 4 5 NEW (2) I a, D DI D DI D DI GALL-OUT WIDTH REO- 20' 6285 NEW SUFFOLK AVENUE HEIGHT REQ'D:24" m "xa" HDR ,.. �i O WIDTH HEICHT"' WIDTH HEIGHT OPEN REG2'D: 5.7 S.F. cV 0 S'-5" b'-5" NEW (2) 11 MATTITUCK NY 11952 A 51DELI5HT I FWL1368 !>_✓ " b`-8". I'_2 E" 6'_8" 2"xa" DR A B DOUBLE-HUNG I TW24410 2`-b 5'-0 J 2'-5 J" ; DRAWING TITLE: a G DOUBLE-HUNG "i TW210410 3'=0 5'-0 2' - " FIRST FLOOR PLAN D DOUBLE-HUNG 5 TW24210 r 1[ N x x� wm DI 77RANSOM 5 TWT2410 2'-6 �" " !'=� 2'-5 J" I'-O" COVERED E TRANSOM 2 WTR5610 5'.-j " f'.p. ". : 5'_-r a" I'_O" F711 SIDELIGHT I FW031685 a=! " 6-8 5'-0 J 6-b PAGE: ----- O -400 DATE: 07/20/19 6 OF 9 FIRST FLOOR PLAN SCALE: 1/4" = I'-O" NEW RIDGE AS PER PLAN EXIST. RIDGE HEIGHT ELEV. +I5.0' --------------------------- 12 g� 2°xb 1, x INSULATION INNEW 4 R.R. BAYS (TYP) COLLAR T 5 AS PER P _ATTIC_ HEIGHT FIRST FLOOR � I ELEV. +8.q' --- --- X • NEW HEADER ABOVE w 0 ALL WI DOW5 d \ DOORS AS PER PLAN ui \ (TYP) XISTING 2X6 5 LL PLATE G VERED I H EXIST. EXIST. FIRST FLOOR PATIO PAT I O NEW I GH GUTTER ELEV. +0.3' NEW LIVING � % ROOM AVG. GRADE W ELEV. +O.O' EXIST. GONG. SLAB D PROVIDE R-21 F- IN5ULATION IN (� EXTERIOR WALL BAYS W THAT ARE EXPOSED F_ V DURING GON5T. (TYP) = J U -� Q SEGT1 ON A/A-600 . � SCALE: 1/4" = 1'-0" AREA OF 9, STRUCTURAL WORK _ _ ":2X STUCCO - - - - - - - - - - - - - - - - - � WOO FINISH EXIST. GUTTER METAL LATH INSULATION AS I REOU I RED RIG1D GYPSUM INSULATION BOARD NEW 2"xb" P.T. SILL PLATE UPON SILL SEAL UPO COPPER TERMITE SHIELD NEW 5/5" 0 HOOKED FLOOR FINISH ANCHOR BOLTS ® 3q" O.G. I NEW 4 POURED w/ 3 SQUARE WASHER B GONG. SLAB ENDNUT . . I I GRADE _z-- 6 ML. POLY to Y II M I -MOISTURE RETARDER- �I 0 V 'K v I _4" GRAVEL BASE 0 _all I Z ® ® I PROP. GLEAN COMPACT FILL/� a' ••Q"!1 - — I I I — t Z IW I NEW COLUMN FROM NEW COLUMN FROM BELOW BELOW ( I a" FOUNDAT I ON NALL DETAIL V I I A-500 = I'-O" I NEW (2) I.'75"xlb" LVL RIDGE SCALE: 3/4"I Q ' I I I > w GRADE d d e EXISTING SOLAR ' PANELS I 4,1 � �� AR I .d NEW 8" P. O MIN GONG. 0 0 ' DRILL 8 EPDXY PIN d WALL I O I INTO EXISTING =_ _=_• "° w 19 w`9 TIE-BEAM U51N5 e e _; � ® ® HIG14-5TRENG H 4• e ,a - z rL� `tom m I ANCHORING EPDXY N N I (OR EQUAL) (TYP.) ____- _-•__: a; . NEW (3) # 5 REBAR NEW #5 PROJECT: v S{ I CONTINUOUS TOP d STIRRUPS BOT. ((6 TOTAL) ® 5" O.C. F E LA KOS _ RENOVATION L I NEW ROOFING AT REVERSE GABLE c I _"L—� z 6285 NEW SUFFOLK AVENUE NEW 2"xIO" R.R. _ NEW 2"AO" R.R. I MATTITUCK, NY 11952 I � ® I6" O.G. ® I6" O.G. � I I o I 2 F I NN I NO DETAIL DRAWING TITLE: I \-EXI5T. I A-Soo SECTIONS SCALE: 3/4" = I'-O" GUTTER I PROVIDE BLOCKINS BET. DETAILS L - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J F.J.;FILL GAV. W/ R-21 ROOF FRAMING PLAN INSULATION AREA OF NEW J" GDX STRUCTURAL ROOF SHEATHING WORK NEW F.J. AS PAGE: FLOOR FINISH PER PLAN Roof FRAM I I `�I�O PLAN � EXIST. GONG. SLAB `= _500 SCALE: I/4" = I'-O" '' : °EXIST.. R . .. AGONG. SLAB + ' \-EXISUIER DATE: 07/20/19 7 OF 9 3 FLOOR AL I O NMENT DETAIL A-500 SCALE: 5/4" = 1'-0" EXIST. RIDGE HEIGHT ELEV. +15.0' - 12 4 ATTIC HEIGHT Y' I L KY�f� ^`k • EL EV. S.Q .y. --p L r :C• a:^ �fY C .y. DI DI DI :4• 'y*y'is n 4: 4J Y Lir ( - '.7 i- i!1 f f I nC:• l'a O _! I { y�A { Y 7. {A ^r* '3.'.I"T i' f i 1 { 'T..: F I D D D w:s'•:'N { I O 2 `~j,i•u 1 i q'F k s'Yy.r" V•y" wi�y G _G G t i•r. 'r.a. .'fir.. E i''•. C A^�'• 1 { `v w 1 EXIST. FIRST FLOOR 4 �1•n�P v ?r n~ I ]IF I ED, z•. I •ti'A ir:Yat"' EL a4.>d. 4 L,, v A.' r9rvi- . 4 Y H i E r I y+x a f E °•J 1 Y}� 1 aryJ. k • � r .,{ ..a..,..,.C.:::•i:i t Sw^ , u• n . w' 1, ,h:'r.:�:.v ,�T;•` ,„r.:•• T.IL I W i ELEV. +0.0' W SOUTH ELEVATION (FRONT) 50ALE: 1/4" = 1'-0" Q _ 12 4 oa 00 L-Ji � o Ul NEST ELEVATION (LEFT SIDE) 5GALE: 1/4" = 1'-0" Lu 12 w< :r x 4 KKF v ^.tra4 ia.2 F- 0.6+• "t Q A� 4: 'fn Nl� `z• h 4i s'.x. a t. fx ,F -DI. y J. r DI �• :+r'.'a�5.i'w LLI A.� y�T v. t; LL , :., a .... .e .. ._ ..... .........44..k .... •. .J .,....�'K} a r.;^ �C�N. Iyr' .44?f' '}.•i' y i.! :rri•;;:: :tip r` k.r �n � ru y 4:. w, .Y- r - D D e"~ r'r�• 'r .R 4 yY'• 'X. yt. Yy'• G I •r E a 'aqa r z 4 b�4vr„ �f l' v U' I„• i" I u},A y. =5»..y: ... .. a n.+,.•,.:,: ...:.. 03744� A fop NEB EAST ELEVATION (R I O SIT SIDE) PROJECT: 5GALE: 1/4" = P-0" FELAKOS RENOVATION 6285 NEW SUFFOLK AVENUE MATTITUCK, NY 11952 12 41 DRAWING TITLE: ELEVATIONS . c ,y.. f l.•Ya \y rys RA=' PAGE: .fit ��i:: �v....u: .'l..•t.'..,',.r rii .?.. •.:tt�: �4��• •t t Y:,. ,�•y.�r.- .•F.. G G G C O O OA-600 •fin i yrt ^A.c ^,n >ry {j.. DATE: 07 2 / / 8 OF 9 NORTH ELEVATION (REAR) 5GALE: 1/4" u 0 4" FRE5H AIR VENT QTHROUGH ROOF PROVIDE "ABESGO FP200 FR I EXPANDING FOAM" (OR EQUAL) 1 AT ALL PENETRATIONS IN FIRE 3 I RATED WALL5 AND I FLOORS/CEILINGS. PRODUCT I CONFORMS TO ASTM E 514, I A5TM E 54, AND UL 14'1q I NEW BATH LAUNDRY NEW BATH NEW KITCHEN ---- — -------2— EXIST. FULL BATH NOTE: SHALL CONFORM TO LOCAL PLUMBING GORE ____ ——I— 2 1 j 1 1 12" 1 211, „I U1 r 2 1 I I I I I 1 I 2 I GLEAN OUT 1 2 I 1 12�� 12„ 12„ I 3" 2,� 1 1 AS REOV I 1 1 I 1 1 1 I I I I 1 1 1 I 1 1 NEW F.A.I. 1 Z' 1 W r 15HOWER 2" 2" I 2" I5HOWER 2" 2 1 WASHER 2" Day TUB I U G.O. 3 3 1 2 3 G.O.r4i4l L1J G.O. 4" NEW HOUSE TRAP ~ = J NEW 4" HOUSE C.O. J MAIN DRAIN Q 4" TO 5EPTIG SYSTEM FLUME3 1 NC RISER - DRAIN / NASTE / VENT 5GALE: NTS O Q NEW FULL BATH LAUNDRY NEW FULL BATH NEW KITCHEN EXIST. FULL BATH MEGH. ROOM NOTE: ALL PLUMBING WORK SHALL CONFORM TO LOCAL PLUMBING CODE LEGEND I HOT ILi Q4� Q i Q4� i �� Q i �------� SUPPWLY ATER N K q4p� I I 3 Q 1 I ! I�� COLD WATERSUPPL z �j I �i iU xi iU K I U iv v vw� 1 w T: 1V 1= =1 x 1V 1= _� I- z. 10 i. I O Q I I PROVIDE "ABE500 FP200 FR gl I= SHOWER N 1� m cVI IN NI Iry SHOWER ry 1Q m N: 1� ryl I� ry IQ m I I EXPANDING FOAM" (OR EQUAL) 0 WASHER I I DW - TUB - 1- AT ALL PENETRATIONS IN FIRE U --------- ----=------- ---� --------- ------- - �- ---- ------- ---=-----------� RATED WALLS AND .._.._.._.._.._.. }y_..-.._.. ._.._.._.._.._. .._. ..-.._.._..-.._.. ._.._.._. .._. —. - _.._.. .._.._..-.._..ply_.. _.� .._..-..-.._.._.._.._.._.._.. FLOORS/GEILIN55. PRODUCT CONFORMS TO A5TM E 514, ui CONNECT TO A5TM E 54, AND UL 14'iq ~Q NEW WATER TO STREET SUPPLY SYSTEM (-WATER MAIN • - - >+ w ` Rc M FLUME3 1 NC RISER - SUPPLY � SCALE: NT5 �'A r y 374 yQ4 For-, NLL ti� PROJECT: 43 0 FELAKOS RENOVATION EXIST. All :� HAND. m 6285 NEW SUFFOLK AVENUE VERIFY 51ZE NOTE: MATTITUCK, NY 11952 MECH. ROOM H/ MANU. OARAOE ALL PLUMBING 4 FUEL GAS WORK R, 5/4" EXI5T. OIL SHALL CONFORM p TANK TO LOCAL DRAWING TITLE: o PLUMBING CODE a iL FUEL 5A5 PLUMBING RISER DIAGRAMS Q� QQ m iL Qtu PIPING PENETRATIONS: GAS RISER DIAGRAM U IY I. PROVIDE "ABE500 FP200 FR EXIST. EXPANDING FOAM" (OR EQUAL) FURN. AT ALL PENETRATIONS AT WALL5 AND FLOOR5/GEILIN55. 2.PRODUCT CONFORMS TO A5TM E 514, A5TM E 54, AND UL 14"111 PAGE: A-700 DATE: 07/20/19 9 OF 9 CAS RISER - SUFFLY 5GALE: NT5 NOTES $ Si=EG I F I GATI ONS CARPENTRY PLUMBING FADE <E**r : I. ALL LUMBER SHALL BE DOUl FIR LARCH #2 b BETTER (Fb = 91-7 UNLESS I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) IT I5 THE CONTRACTOR'S RE5PONSI5ILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED OTHERWISE NOTED. SYSTEMS TO MEET NY5 2015 PLUMBING CODE. THE AT ALL TIMES. IT 15 ALSO T CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, INSULATION FENESTRATION REQUIREMENTS � SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO woRK 2. ALL LUMBER IN CRAWL SPACES TO BE 15" ABOVE SCRATCH GOAT. MAINTAIN 2 PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. I I OO TITLE PAGE 5" MIN. FOUNDATION EXPOSURE. l GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION AND AT BASE OF VERTICAL WASTE PIPES. COMPONENT PROPERTIES NYSEGG 2015 TABLE I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL 5EALANSULATION. SIZE OF SILL TO BE (2) 2"x ", UNLESS (I) 2"xb" R4O2.I.2 6 APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EX15TINO STRUCTURE. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT Ile," PER J � � � r FOOT. -- ---- ------------- R-21 CAVITY INSULATION FILL EXIST. WALL CAVITIES j 2. ALL GONSTRUGTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY TEGO OR EXTERIOR WOOD FRAME WALL R-VALUE PER NYSEGG EXIST. GORE YESi I OO .O I GENERAL NOTES ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. 5. GENERAL TRAP AND WASTE 51ZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: _ _ _ _ _ _ STRUCTURAL DESIGN CHARTS ) STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN _ KITCHEN SINK........................................2 NYSEGG 402.1.5 AND TABLES 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. .............................................2" WINDOW U-FACTOR U-VALUE= 0.250 AIR 402.1.1 AND 402.1.2 MAXIMUM LAVATORY.. LEAKAGE o.30 GFM/SF U-FACTOR=0.35 MAXIMUM YES AND AUTHORITIES HAVING JURISDICTION. - SHOWER/TUB..........................................2' ----------------------- 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, - TOILET........................................................3 AIR LEAKAGE=0.30 GFM/SF J� 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. - LAUNDRY ................................................2" -_ - - ----- - -- --- AS FI OF THE OWNER/BUILDER - FLOOR DRAIN.................. ...... 3.... " MIN YES -1. ALL BEAMS, GIRDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING CATHEDRAL GEILINO R-VALUE R-36 INSULATION TABLE 402.1.2 OF NY5 R STRAPPING & NAILING DETAILS 5. ANY OMISSIONS OR DISGREFA G O PLANS AND/OR JOB CONDITIONS b. ALL SYSTEMS TO HAVE ONE 3 MAIN VENT STACK AND INCREASED TO 4" TU ENERGY CODE SHALL BE CLARIFIED WITH THE ARCHITECT/ENOINEER BEFORE PROGEEDINO 8. MIN. HEADER TO BE (2) 2NIC)" UNLE55 OTHERWISE NOTED. THROUGH ROOF. !- - --- --- -- -__ `\!" UC RA I, W I TH THE WORK. ------ - ----- - ---- ---- ----- ----- --- 4. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE 7, PROVIDE FR05T-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN b - --- - b. NO DEVIATIONS OR CHANOE5 TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. DRAIN GOOKS AS REOV. HOSE BIB5 SHALL BE PROVIDED WITH BACKFLOW 7AE3LE R50I .-1 SITE PLAN UNLE55 APPROVED BY THE ARGHITEGT/ENGINEER. PROTECTION. PROJECT/ZONING DATA 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE -T. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE A-1. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALL5 AND g WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS BEFORE THE START OF FRAMING ROOF AND IS OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS WITH BACK FLOW PROTECTION. - ---------- -- -- --- - -- _ ---- -- ----- FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. cf. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL STRUCTURAL MEMBER ALLOWABLE DEFLECTION - - - ---- - -- ----- -- -- -------- ,� HEALTH DEPARTMENT STANDARDS AND REGULATIONS. DiOL'�`TION�LA�V��----'`�..____..r'°�,--..A•`�,,,,._.....--' ---''`' 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE II. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. RAFTERS HAVING SLOPES GREATER THEN 3/12 L/180 NAILING AS PER FASTENING SCHEDULE ON PAGE A-I AND GLUED, U.O.N. 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR FOUNDATION PLAN 10. OWNERBUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, TO CONGEALMENT OF PLUMBING. W/ NO FINISHED CEILING ATTACHED TO RAFTERS L1J CERTIFICATES, GERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE GOVERED WITH 'TYVEK' HOUSE WRAP OR APPROVED EQUAL. 11. NOTCHING AND BORING OF 5TUD5, JOI5T5, RAFTERS A5 PER BUILDING CODE. INTERIOR WALLS rF PARTITIONS H1150 - - - -- ------------ ----------- ------.----_ ___- --_--__._-- j 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALL5 AT HALF STORY HEIGHTS AND AT NOR ANY POTENTIAL DAMAGE THEREOF. - - - - -------__--- L-- - --- A-400 FIRST FLOOR PLAN U PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. FLOORS 4 PLASTERED CEILIN05 LB60 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' CRO55 BRACING AT JOISTS, STUDS,AND RAFTERS WHEN SPANS RESPONSIBLE FOR DF-51ON INTENT ONLY. EXCEED &-0" AND AT EVERY 6'-0". ALL OTHER STRUCTURAL MEMBERS L/240 = J MECHANICAL, FUEL GAS: - - ---- ----- ( ----- Q ` 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H1560 - - --------------- - A-2 I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/ THE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6 00 SECTIONS - - --- - -- NY5 MECHANICAL CODE AND FUEL 6A5 GORE I, TIMES. AT THE COMPLETION OF WORK, T+iE CONTRACTOR SHALL REMOVE ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 - -- - --- . . - - --- --- --- DETAILS RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN OLA55 AND LEAVE WORK NECESSARY. v BROOM GLEAN. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 1"1. PROVIDE ALL NAILING AND 5TRAPPINO ADDRESSED ON PAGES A-I 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL THROUGH A-3 ------ -- --- --- - --- -------- -- ------- FRAMING PLAN �p LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL AND ORDINANCES. Ia. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. STRUGTURf�L DESIGN L0,4DS I' ELEVATIONS GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A Ib" SPAN. THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER - _ - - - COMPLETION OF PROJECT. Ia. AT ROUGH OP LIVE OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING r USE �, LOAD ;DEAD LOAD, AS PER PAGE A-1 THROUGH A-3. -------- 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, - - - - - ----psf -- - - EXTERIOR BALCONIES bo 15 sf ! -700 PLUMBING RISER DIAGRAMS T/ARCHITECENOINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN P AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD r ATTORNEYS FEES AR151NO OUT OF OR R.E5ULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE NHICH DECKS 40 psf 15 psf i, GAS RISER DIAGRAM THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD WITH IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED P.T. LUMBER, I Y O OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR I5 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER PA55ANGER VEHICLE GARAGES 50 sf j AS PER PLAN - _-- ----�-J INJURY T p ITSELF INCLUDING THE L055 OR USE RE5ULTIN6 THEREFROM). 15 CAUSED IN MANUFACTURER SUCH AS: HANOER5, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, (B) WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER ED., SILL PLATE, DECK CONSTRUCTION, ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf CONTRACTOR ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: - -- - - - - -p -- p ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf i PARTY INDEMNIFIED HEREUNDER. A. TRU55 JOI5T McMILLIAN I.aE MIGROLAM B. OEOROIA PACIFIC 2.OE 5-P LAM ROOMS OTHER THAN SLEEPING ROOMS j 40 psf 15 psf 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING PSL (PARALLEL STRAND LUMBER) DENOTES ------� BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM I SLEEPING ROOMS 30 psf 15 psf OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEC.'s TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STAIRS 40 sf 15 psf APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE p p I � AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, - - - --- - - - AUTHORIZATION OF THE ARCHITEGT/ENGINFER. NOTES, AND TABLES ON PAGES A-I, A-2, 8 A-3. THE FASTENING SCHEDULE GUARDRAILS AND HANDRAILS 200 psf 15 psf Z SPECIFIES THE REOV NAILING FOR THE SHEATHING (ANY NAILING Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS O SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 12 psf FOR ATTIC V 0 PERTAINING ARE TO BE FIELD VERIFIED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEG.'s). ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 sf 20. CONTRACTOR TO REMOVE b RELOCATE AS REQUIRED ALL EXISTING WORK HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNT,/FLOOR PLANS. F' I p f FOR LATH.5 s -- --- - - ---- --- ----- - ----- _ _ J WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 25. COLUMN BEARING AS FOLLOWS: *ALL STRUCTURAL DE51ON CONSIDERATIONS ARE IN CONFORMANCE WITH ' IQ i WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, ASGE ?-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S TREATED WOOD $ FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. SPECIFICATIONS, UNLE55 NOTED OTHERWISE. WALL w/ STEEL SHIMS $ A MIN. 3/4" OF NON-SHRINK. GROUT SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPAN51ON BOLTS 22. PROVIDE FIREBLOCKINO AS PER NEW YORK ACCESSIBILITY STANDARDS. EXIST. WALLS 8 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY CLIMATIC AND OEOORAPHIG DESIGN CRITERIA 1 1= 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A5AIN5T ANY P05TING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" __ _ _ _ WIDE 3 COURSES OF SOLID BRICK MASONRY CENTZED ® POSTING, U.O.N). - - O ui UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS I ' COPYRIGHT PROTECTION ACT OF Ig90 (AWGPA), WHICH HAS SEVERE PENALTIES. (BUTIIII WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE GROUND SNOW LOAD 20 LBS I� � O�a O I Ll- IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ - -- 0 STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 6 ANCHOR BOLTS, BASIC WIND SPEED 130 MPH w j Z U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG O w/6" RI5E a w/ (2) 1/4"4) BOLTS THROUGH CENTER LINE OF VERTICAL LEGS B i' CODES AND REFERENCE STANDARD: SET b" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGES A-I THROUGH A-3. EXPOSURE CATEGORY � 0 I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY SEISMIC DESIGN CATEGORY B -- -- - o -_t--- MAINTENANCE CODE. GLA55 WINDOWS AND DOORS ---- --- -- --- ---- ---- --- - j w 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF I. ALL GLA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. WEATHERING SEVERE ~ N I WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME 2, GLA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER CLEARANCES ARE PROVIDED. Q CONSTRUCTION MANUAL BY AF b PA. _ O \ FROST LINE DEPTH 3'-O" N 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING TERMITE MODERATE TO HEAVY j GORE. 3. ALL 5LIDIN5 GLA55 DOORS, 5KYLIOHT5, AND AN'f OLAS5 UNIT INSTALLED > WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, ri 4. ALL MECHANICAL W UNLESS OTHERWISE NOTED.WORK SHALL CONFORM TO THE 2015 INTERNATIONAL I ICE BARRIER REQUIRED YES, I MECHANICAL CODE AND 2015 INTERNATIONAL FUEL GAS CODE. 4. ALL GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'5 SPECIFICATIONS. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, . NFPA "TO AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. i I 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE �'''� ENERGY CONSERVATION CODE. �� b. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR L) GENERAL WIND PROTECTION GONNEGTIOt! NOTES: ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. ¢ ,,`}a ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL T. ALL EXTERIOR DOORS ARE TO BE WEATHERE CONSTRUCTION;557D 10-ci9 AND 2015 550 HIGH WIND EDITION WOOD FRAME D STRIPPED AND PROVIDE ALL CONSTRUCTION SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, FLOORS, STUDS AND ROOF FRAMING SHALL 8E PROVIDED. 8. ALL GLA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS 2. APPROVED CONNECTORS, ANCHORS AND OTHER FA STENINO DEVICES NOT SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. INCLUDED IN THE STANDARD BUILDING CODE, SECTION 230b OF IBC SHALL BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. Q• ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH PROJECT: AREAS SHALL BE 5TAINLE55 STEEL OR HOT DIPPED GALVANIZED. THE CHARACTERISTICS OF THE ANDERSEN WINDOWSPECIFIED. THE 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS REQUIREMENTS. AKOS AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN 5TAIRWAY5 SHALL BE RAFTERS EXCEPT WHERE COLLAR TIES OF IX6 OR 2X4 LUMBER 15 LOCATED TEMPERED GLASS. RENOVATION IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. ELECTRICAL: T. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45 AND EVERY I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM --- -^-- -- 8. 51 E IV' NITHIN 4' OF EXTERIOR CORNERS. O SILL PLATE TO FOUNDATION ANGHORAQ ;SILL PLATE SHALL BE ANCHORED CNSEIRVATION CODE.GTRIG CODE, NFPA 70 AND 2015 INTERNATIONAL ENERGY 6285 NEW SUFFOLK AVENUE TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER OF J" AND 3"X3"X�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2• CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON ATTITUCK, NY 11952 PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR COMPLETION OF WORK. BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF -T" IN CONGRETE/MASONRY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12 OR CORNERS 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA"12: AND AT SPACING NOT EXCEEDING 4' ON CENTER. - GENERALLY, VERIFY OR PROVIDE HARD WIRED DRAWING TITLE: SMOKE DETECTORS w/BATTERY BACK-UP IN: GENERAL NOTES A. EACH SLEEPING ROOM GYPSUM WALL BOARD STRUCTURAL DESIGN CHARTS I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT B. OUTSIDE OF EACH SEPARATE SLEEPING COMPOUND METHOD. AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS (GENERALLY THE HALLWAY) 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS OTHERWISE NOTED. WATER RE515TANT (H.R.) AT BATHROOMS AND WHERE G. EVERY LEVEL OF DWELLING DEEMED APPLICABLE. (BA5MENT, FIRST FLOOR, $ SECOND FLOOR,ETC) 3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS 2 8 PAGE: (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET INSULATION IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 10 0 ■ 0 1. CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. FOIL TO BE PLACED TOWARD WARM SIDE. 4. FINISH JOINTS, J-BEAD5, NAIL DIMPLES, CORNERS, AND EDSE5 SHALL BE 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE FOUNDATION WATERPROOFING. DATE: ,.2/23/20 2 OF 9 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENINGS. 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: - Q" R-30 FOR FLAT GEILIN65 6. FASTEN GYPSUM BOARD AS PER FASTENING 50HEDULE ON PAGE A-1. - b.25" R-500 FOR VAULTED AND CATHEDRAL CEILINGS - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION I - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION ll - 5.25" R-21 FOR FLOORS —R OUR / R OUATI / v/ � / J C/T ZO I V DATA \' -- SGTM 1000-115-6-50; LOT AREA = 58,064 S.F. ; R-40 NGF7,7 - / TAX �I �, I III ALLOWED EXIST. PROPOSED ! COMPLIES Z ON i NO D I STR I GT R-40 NC, I I LOT AREA ' MINIMUM REQUIRED - - - - - --- FRONT YARD -40.0 --- - -- -50.5 --- 50.5 - I --- YES ---_ =-I -- - -- --- I I il FEMA FLOOD ZONE I II SIDE YARD 15.0 20.0 it 20.0 YES S D I STR I GT ARM I T # BOTH SIDE YARDS 55.0' N/A N- N = - V�ETLAND / / I' - - - N.J. LETTER REAR 50.0' 120.5' 120.5' YES DEC., D I STR I GT N I LOT SIZE 064 NO 40,000 ! 58 064 8, :.w .O S.F. O S.F. S.F. LOT WIDTH 150.0 102.8' 102.8' NO w EX I ST I NO i='ROf='OSED _- __ ---- -- _-- -- - - - U DEPTH LOT _-- O 2 255.0 YES I �4600 I, 15 0S.F.FIRST FLOOR AREA S.F. S.F. LIVABLE FLOOR AREA 6 S,O�i I.5 S.F. I� _a_.� - --- --- -- j MAXIMUM PERM 1 TTED 5EDROOM COUNT 4 4 1 I BUILDING HE I OHT 55.0' 15.0' 15.0' YES j NUME-3ER OF STORIES 2 I I YES i i I I I 1 I — —5a2016'IO"E — — — — — — _ 254.�8' — — — — — — — — _ tn 0- - - - - - - - - - - - - - - - - 0 LOT C,,O\/ERAOE — t L LI f L 0 T _ I 3 AREA it o - - i Y- GO ERAOE W -- -„ TOTAL LOT AREA o m 12.0' �. z z j I EXIST. I.C. ! 24 POOL 16'x52' I - - o �I EXIST. EX I ST I NO HOUSE 460.0 S.F. o R --- -- ------- -- - - GARAGE I �--- W \ 11.3 k .a2 - EXIS71NO COVERED FORGH �'I 164.7 S.F. 1 0.4% a N d— COVERED DECK . _. ——----- — — — f O +---- 27.0 __ I EXIS71NO COVERED DECK 2I .o S.F. o.6�° W 'I '-o lX I ST I NG i�00 — — — fi M 1202 .0 S.F.S. ° ` - EXIST. I STORY _ , � L � D��iK 2 a I Jj) 1 o � r FRAME HOUSE - ��. ���, GARAGE _._ _I EXISTING GARAGE 5-76 .0 S.F. 1 .5% --- _. . 60 m - I t ti• PROPOSED PAVER ;I • TRENCHING m — — —— — — — --— -- -- —-- — — — -- 4ti �.r Q ° PATIO AT GRADE li f. ,P %' ..__. .. I ! TOTAL AREA O ALL STRUGTUR S I �� 18.-7 S.F. !I� 1 o I! �,fo. .`, .b - '° _ MAXI MUM COVERAO E ALLONED 20% 6 L tollwr g � III 30, to PROPOSED ADDITION UNDER m1 4/•0 EXIST. EXISTING COVERED PORCH SITE LAYOUT NOTES: ovERE I PROJECT:- d sa of 23 3' 1. THIS 15 AN ARCH 1 TECTS S 1 TE PLAN 4 15 z } - SUBJECT TO VERI F I CATION BY A LICENSED F E LAKOS SURVEYOR. THE INFORMATION S.o' ' LOOP I REPRESENTED ON THIS SITE PLAN 15 TO THE RENOVATION GEOTHERMAL ARCHITECT S BEST OF KNOWLEDGE. WELL LOCATIONS = t - :,' ; ,} 2. SURVEY INFORMATION WAS OBTAINED ---- ----- - -- 4 I FROM A SURVEY DATED NOVEMBER I, Ici�4 6285 NEW SUFFOLK AVENUE .........._-- ° -' _ - - ___. - w O AND PREPARED BY: MATTITUCK, NY 11952 \ I dm RODERICK VAN TUYL ° T- OREENPORT, N.Y. I IcI44 DRAWING TITLE: z z N OSITE LAN � v I X u1 I PAGE: N82°55'50"W 205.00 - o I ■ DATE: 12/23/20 4 OF 9 SITE PLAN SCALE: I'—O" = V—O" t