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Home My WebLink About45293-Z ��o�OS�FF�1klpGy� Town of Southold 2/1/2022 P.O.Box 1179 y z 53095 Main Rd Wo4,o Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42729 Date: 2/1/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2465 Bay Shore Rd, Greenport SCTM#: 473889 Sec/Block/Lot: 53.4-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/25/2020 pursuant to which Building Permit No. 45293 dated 10/6/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including first and second floor decks and outdoor shower stall to existing single-family dwelling as applied for. The certificate is issued to Martinez,David&Suzanne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45293 11/18/2021 PLUMBERS CERTIFICATION DATED 10/8/2021 Eri tzen fi th ize i ature TOWN OF SOUTHOLD BUILDING DEPARTMENT Co 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#: 45293 Date: 10/6/2020 Permission is hereby granted to: Anderson, James 98 Pearsall Dr Apt 1A Mount Vernon, NY 10552 To: construct additions and alterations to existing single-family dwelling as applied for per Trustees Non-Jurisdiction letter& DEC approval. At premises located at: 2465 Bay Shore Rd, Greenport SCTM # 473889 Sec/Block/Lot# 53.4-18 Pursuant to application dated 9/25/2020 and approved by the Building Inspector. To expire on 4/7/2022. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $795.60 CO -ADDITION TO DWELLING $50.00 Total: $845.60 Building Ins ector 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. 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. l/ Z�I -Lo New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. Street ITamlet Owner or Owners of Property: __ _<Daj, c5u I yl n-e- pa_ Suffolk County Tax Map No 1000, Section ��J Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: r/ (check one) Fee Submitted: $ 5 Applicant Signature oF so�lyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlin(D-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: David Martinez Address: 2465 Bay Shore Rd city:Greenport st: NY zip: 11944 Building Permit#: 45293 Section: 53 Block: 4 Lot: 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MS Electric License No: 41346ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 33 Ceiling Fixtures 10 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 8 Wall Fixtures 10 Smoke Detectors 1 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 34 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan 2 Combo Smoke/CO 4 Transformer 2 UC Lights 1 Q' Dryer Recpt 30A Emergency FixturesTime Clocks Disconnect Switches 32 Step lights . 15 Exit Fixtures Pump Other Equipment: Fridge, Oven, Hood, Central Vac, DW, Micro, W/D, Mini Split, Elec. FP, Warming Drawer 3, 30OW Tranny, 60W Tranny, 200A Panel 42 Circuit/ 28 Used Notes: Two Story Unfinished Basement Inspector Signature: Date: November 18, 2021 S.Devlin-Cert Electrical Compliance Form OS�ffQ(�- BUILDING DEPARTMENT-Electrical Inspector TOWN-OF SOUTHOLD � y o ` Town Haii Annex- 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 yjj o� Telephone (631) 765-1802 - FAX (631) 765-9502 roNerr(ZDsoutholdtownny.gov - seand(@_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: IZA 02.0 Company Name: A/ - iVe.c+rr Name: Rck.( k Sw ie.,-z-a- License No.: email: M Sel e C-+rtc ^--t .c. Phone No: S'/( - 3 7 S-- 3567 ❑I request an email copy of Certificate of Compliance Address.: 306G w,Is.,, AVIC 4_.)&1A 0,1. („ ti 1 / 713 JOB SITE INFORMATION (All Information Required)_ Name: ar--� ,eZ . Address: 0_q(, 5- go, Cross Street: der �ti /ted, Phone No.: (0-3 -111 y S- Bldg.Permit#: y�`a 93 email: dc M Z/0 vautwn e.Cow Tax Map District: 1000 Section: g.7zz Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) l New 1'-&4 � .2--4' ,i�/cx�r ,+ r,Jc r(n s Ajec'-) 20 o 4::2V S-v-vi-e. 02 AC un it S Check All That Apply: 17 Is job ready for inspection?: ES ❑NO Rough In ❑Final Do you need a Temp Certificate?: ❑YES [:]NO Issued On Temp Information: (All.information required) Service Size ❑1 Ph ❑3 Ph Size: A #Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑1 2 ❑H Frame❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.)dsx PERMIT# Address: Switches ' 2 Outlets GFI's I d Surface ,i Sconces `Q H H's t 11 L UC Lts f .0 C J �.`t/ A-Zl "�. . 04 Fans I L .Frid8e HW Exhaust y Oven W/D - I Smokes 1 _ DW I Mini t/� Carbon Micro �'Generator Combo ` Co'oktop Transfer AC AH Hood Service Amps Have Used Special: (S Comments: -�; . cel tnf N.Ot �-e soUryo Town Hall Annex .gam' Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • Southold,NY 11971-0959 Q �� BUILDING DEPARTMENT TOWN OF SOUTHOLD RDEC " WE OCT 1 3 2021 BUILDING DEPT. TOWN OF SOUTHOLD CERTIFICATION Date: /2 Building Permit No. Owner• (Please print) Plumber:-� °(l c�iy1 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plum Signature) Sworn to before me this day of _UG bbCf , 20 Notary Public, County RICHARD A.ARMBRUSTER Notary Public,State of New York No.01AR6173208 ouallfied In Nassau County _nom Commission Expires August 20,20a �� f SOF So * # TOWN OF SOUTHOLD BUILDING DEPT.- °`ycouim 765-1802 INSPECTION , [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] OUNDATION 2ND s [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [" ] FIREPLACE '& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O ,( REMARKSdal t is IIA `6 &�flo4 DATE 411014 INSPECTOR OF SOGTyo� # * TOWN OF SOUTHOLD BUILDING DEPT. �yc0uxn��' 765-1802 INSPECTION . . [ -] FOUNDATION 1 ST [ ] ROUGH PLBG. [ - FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &`CHIMNEY ' [ `] -FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR ✓�112 pF SOUIyO - # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ON [ ] FOUNDATION 1ST [ UGH PL13G. [ ] FOUNDATION 2ND HULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] PRE C/O .REMARKS: , 1 b � m VIA DATE I INSPECTO # # TOWN''OF SOUTHOW BUILDING DE T. FV 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING, [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] ` FIRE SAFETY INSPECTION` [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) k,AELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:. / F DATE INSPECTOR r � '-- uf<-a� I SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. �o • �o 765-1802 1 NSPECTION [ ] FOUNDATION 1 ST -[ ] ROUGH PLBG. [..;., }. FOUNDATION 2ND [ ] I SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL ftbS/M-4S [ " ]-FIREPLACE & CHIMNEY [ . ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL'(ROUGH) " [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O IREMARKS: T Vi(i17A Am V,1r;10 V sa&ll - L� �:Tll OA— DATE 0 � INSPECTOR E CALL US: 631.398.6906 EMAIL US:michael@greenguru.org WEB US:www.greenguru.orq MI-1 MENFN aP MAIL US: 12 Arbutus Ct,Greenlawn,NY,11740 orcen Guru, LLC, HERS Raters Green Guru, LLC Blower Door Air Leakage Test Form, 2018-IECC/NYECCC 2020 Version 2019.07 01 Date: 09.17.2021 Clients: Martinez Residence CC: Property Address: 2465 Bayshore Road, Greenport, NY, 11944 Cubic Volume Served: 14,689 cf 2018-IECC R403.3.4 allowed total leakage: 3 ACH50 2018-IECC R403.3.4 Prescriptive cfm: <740.46 cfm 2018-IECC R403.3.4 Total measured cfm: 739.00 cfm Test PASS or FAIL PASS Certified RESNET Rater Name: Michael Catalano Certified RESNET Rater Number: 0210214 Certified (BPI or Other) Number: BPI 5060842 Notes:Test Conducted Per 2018 IECC 403.Blower Door Testing(Mandatory)-Post Construction Blower Door Test conducted with all Wall Finishes Completed. 1 Duct Blaster Tests Completed. I 101111111111& P � ^� iai = - SII - ll� (Green Guru, LLC) by: Client by: Sign: Sign: Name: Michael Catalano Name: LIABILITY DISCLAIMER ADDITION: Builder/Contractor agrees that Green Guru,LLC is providing evaluation information only,which is based on the conditions observed at the time of the rating and or field test. While every effort will be made to provide thorough,complete,and accurate information,Green Guru,LLC makes no warranty or guarantee toward final results verified. Builder/Owner agrees that project certification cannot be guaranteed and is dependent on the construction and testing results of each individual project.Attainment of project certification or test results have no bearing on payment for services performed under this Job Order and Contract.Builder/Contractor/Owner agrees that Green Guru,LLC bears no liability for improvements or upgrades being recommended to customers. Builder/Contractor/Owner agrees that Green Guru,LLC has no connection to the installation of any such improvements or upgrades and bears no liability for the workmanship of any work contracted through Client or any company outside of Client. CONFIDENTIAL INFORMATION—_1993-2023 Version 20190101.Mailing Address:12 Arbutus Ct.Greenlawn,NY,11740 r, Fl CALL US:631.398.6906 _,,,�� EMAIL US:michael@greenguru.org WEB US:www.greenguru.org MAIL US: 12 Arbutus Ct,Greenlawn,NY,11740 Green Guru, LLC, HERS Raters Green Guru, LLC Duct Test Air Leakage Test Form, 2018-IECC/NYECCC 2020 Version 2019.07.01 Date: 09.17.2021 Clients: Martinez Residence CC: Property Address: 2465 Bayshore Road, Greenport, NY, 11944 Zone #1 Served: 1,410 sf 2018-IECC R403.3.4 allowed total leakage: <4% (4cfm/100sf) 2018-IECC R403.3.4 Prescriptive cfm: <56.40 cfm 2018-IECC R403.3.4 Total measured cfm: 54.0 cfm Test PASS or FAIL PASS Certified RESNET Rater Name: Michael Catalano Certified RESNET Rater Number: 0210214 Certified (BPI or Other) Number: BPI 5060842 Notes:Test Conducted Per 2018 IECC 403.Duct Testing(Mandatory)-Post Construction Duct Tests. v, i aai (Green Guru, LLC) by: Client by: Sign: �'/'�C Sign: Name: Michael Catalano Name: LIABILITY DISCLAIMER ADDITION: Builder/Contractor agrees that Green Guru,LLC is providing evaluation information only,which is based on the conditions observed at the time of the rating and or field test. While every effort will be made to provide thorough,complete,and accurate information,Green Guru,LLC makes no warranty or guarantee toward final results verified. Builder/Owner agrees that project certification cannot be guaranteed and is dependent on the construction and testing results of each individual project.Attainment of project certification or test results have no bearing on payment for services performed under this Job Order and Contract.Builder/Contractor/Owner agrees that Green Guru,LLC bears no liability for improvements or upgrades being recommended to customers Builder/Contractor/Owner agrees that Green Guru,LLC has no connection to the installation of any such improvements or upgrades and bears no liability for the workmanship of any work contracted through Client or any company outside of Client. CONFIDENTIAL INFORMATIONTI-1993-2023 Version 20190101.Mailing Address:12 Arbutus Ct.Greenlawn,NY,11740 e N,"= ® a Mj FOUNDATION(IST) . --------- FOUNDATION i ,FA MEW �� . 1��' ��► � � icy ROUGH FRAMING& PLUMBING STA TEENERGY : i CODE - PA - TA1 Nm m y WISM • 1 ,_ I •� / , r l m r , Weison i 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 1` 4 sets of Building Plans TEL:-(631)765-1802 Planning Board approval FAX: (631)765-9502 Survey Southoldtownny.gov PERMIT NO. Check ` Septic Form N.Y.S:D.E.C. Trustees C.O.Application sr Flood Permit Examined 20 s•"� a\v/ Single&Separate i • Truss Identification Form ' Storm-WatevAssessment Form SEP 26 1 Contact: Approved (J 20 Mail to-AM? Disapproved a/c Phone: zj)CD 2. 14 O l lQ D Expiration Z. 7' Building Inspector APPLICATION FOR BUILDING PERMIT Date 23 20 2D. INSTRUCTIONS a.This 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 commenced 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 a Building Permit pursuant io the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,acid 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. r (Signature of applicant or name,if a corporation) CVnlye. (LA. Lzw (Mailing'address of applicant)' State whether applican is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name 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 proposed work will be done: 2�cQ5 m A A Sh0r.e- Ecxx� o0r. House Number Street Hamlet County Tax Map No. 1000 Section '53 Block' -f; Lot C Subdivision Filed Map No. / Lot 2. State existing use and occupancy of premises and intended use and occupancy 9f proposed construction: ; a. Existing use and occupancy v+r�� i,m, l�TP1,�, �CA., b. Intended use and occupancy i��Q °�Ck,i-�--i; LA 1�0 c o�Q-4n C 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ; Fee I beaid on filing this application)' 5. If dwelling,number of dwelling units _Number of dwelling uffiis on each floor If garage, number of carsOVA ¢- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:Front `?J3o 2!: Rear'' 2'7. 1' Depth 24.Cl Height 23.s' Number of Stories 2 Dimensions of same structure with alterations or additions: Front � ?�r Rear ' Rear 2�,-t Depth q1 . Height '23,5 Number of Sfories " 2 I: 8. Dimensions of entire new construction:Front W_ Rear ef' Depth 6 ;; Height Number of Stories ' = 9. Size of lot:Front 455 Rear —7 I•vel Depth '9E51 10. Date of Purchase ► Name of Former Owner ( -n8Qj"&Crl, 11.Zone or use district in which premises are situated � iJin - C�Lr�m U\--\!a12.Does proposed construction violate any zoning law, ordinance or.regulation?YES NO),d 13. Will lot be re-graded?YES NO?Will excess fill be removed from premises?YES NO 14.Names of Owner of premises LAa.rAA+n e� Address Phone No. Name of Architect 0^�Mor\w, vii 6h 1 l o. Address Phone No 115t(P 2)�A D 1(oO Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESX' NO * IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES__NO * IF YES,D.E.C.PERMITS MAY BE 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 10 feet or below,must provide topographical data on survey. 18. Are there any covenants-and restrictions with respect to this property? * YES N0e>-q * IF YES, PROVIDE A COPY. STATE OF NEW YORK)" SS: COUNTY OFSL_ ) being duly sworn,deposes and says that(s)he is the applicant e of individual signing ontract)above named, (S)He is the (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his 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 h day of - 20(96 1 TRACEY L. DWYE 6�e4 0 Notary Publ c NOTARY PUBLIC,STATE OF NE Signature of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30, ` r Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) residing at 04,405 29 &4 GL (Print property owner's name) I (Mailing Address) do hereby authorize AMP Architecture (Agent) to apply on my behalf to the Southold Building Department. . (Owner's Signature) (Da e) (Print Owner's Name) f -r T r fin Y6 Glenn Goldsmith,President ®f 800, Town Hall Annex ® 54375 Route 25 Michael J.Domino,Vice-President P.O.Box 1179 John M.Bredemeyer I,II Southold,New York 11971 t A.Nicholas Krupsld G Telephone(631)765-1892 Greg Williams '® ® a® Fax(631) 765-;6641 IOU i BOARD OF TOWN TRUSTEES -' TOWN OF SOUTHOLD s t% y{ 'i %t June 18, 2020.. fy Brooke Epperson ; AMP Architecture, PLLC j 1075 Franklinville Road Laurel, NY 11948 RE: DAVID & SUZANNE MARTINEZ 2465 BAY SHORE ROAD, GREENPORT . SCTM#: 1000-53-4-18 Dear Ms. Epperson: The Southold Town Board of Trustees reviewed your letter received in this office on June 15, 2020 and the survey prepared by Kenneth M. Woychuk Land Surveying PLLC, last dated June 21, 2019, and thesiteplan prepared by AMP Architecture LLC dated June 1, 2020 and determined that the proposed new windows and exterior doors to existing first floor (10) total- new composite wood deck at rear of home; replacement of existing wood deck i6 kind; new outdoor shower; new bilco entrance; new second floor 4 extension (265sf addition); and new second story balcony at rear of home (328f) are out of the Wetland jurisdiction under-Chapter 275 of the Town Wetland Code and Chapter - 111 of the-Town Code: Therefore, in:accordance with the current.Wetlands Code(Chapter 275) and the Coastal Erosion Hazard Area (Chapter'l11) no permit is required. Please be advised,`however, that no clearing, no removal of vegetation, no cut or is fill-of land or removal of sod, no construction, sedimentation, or disturbance of 4` any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the 2 coastal erosion hazard area as indicated above,-without further application to, i and written authorization from, the Southold Town Board of Trustees pursuant to ' Chapter 275 and/or, Chapter 111 of the Town Code. ;t j: _ 2 ; fy It is your responsibility to ensure that all necessary precautions are taken to prevent any fi sedimentation orother alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result { from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary-fence, barrier, or hay bale berm. This determination is not a determination from any other agency. r r j If you have any further questions, please do not hesitate to call. 4 Sincerely, " { Glenn Goldsmith, President Board of Trustees GG:dd r ix a h; Z , 1E F °f tS r, i F{ ii •ri ,S 1, �f 4 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @a Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631),444-0360 www.dec.ny.gov _PERMIT_MODIFICATION March 1, 2021 David Martinez Re: Permit ID 1-4738-04694/00002 1075 Franklinville Road Martinez Property Laurel, NY 11948 2465 Bay Shore Road Greenport SCTM #1000-53-4-18 Expiration Date: 9/20/2025 ARNO-DEP x Dear Permittee: Your recent request to modify the above permit has been reviewed pursuant to 6 NYCRR Part 621 (Uniform Procedures Regulations). It has been determined that the proposed modification will not substantially change the scope of the permitted actions or permit conditions. Therefore, the permit is modified to authorize the following changes. Construct a 2nd story deck in lieu of the previously approved 2nd story balcony. All work shall be done in strict accordance with the plans prepared by Anthony M. Portillo last revised on 02/02/21, and stamped NYSDEC Approved on 3/1/2021. This letter is a modification to the permit, and as such, shall be available.at the job site whenever authorized work is in progress. All other terms and conditions remain as-written in the permit. Please be advised that this letter does not relieve you of the respons' .'ley of b?ii g' any necessary permits or approvals from local municipalities or other•age. 'es, Since J A and Pe istrator JAW/mrp Enclosure Distribution List: AMP Architecture BMHP File NEWYoa1C Department of ATimir*• Environmental ' Conservation NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04694 , - PERMIT Under-the Environmental Conservation Law (ECL) Permittee and Facility Information S Permit Issued To: Facility: DAVID MARTINEZ MARTINEZ PROPERTY 1700 ARBOR IN 2465 BAY SHORE RDISCTM# 1000-53-4-18 MATTITUCK,NY 11952 GREENPORT,NY 11944 k Facility Application Contact: AMP ARCHITECTURE PLLC 1075 FRANKLINVILLE RD LAUREL,NY 11948 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 720.133 NYTM-N: 4551.439 Latitude: 41°05'03.9" Longitude: 72°22'45.5" Project Location: 2465 Bay Shore Road, Greenport,Pipes Cove Authorized Activity: Construct a second story addition and balcony onto the existing single family dwelling, a new deck, stairs,reconstruct the existing deck as needed, outdoor shower, and Bilco entrance. All work shall be done in strict conformance with the plans prepared by AMP Architecture LLC on 06/01/20, and stamped "NYSDEC Approved" on 9/21/2020. SAP-1-09-014 Permit Authorizations Tidal Wetlands- Under Article 25 Permit ID 1-4738-04694/00002 A New Permit Effective Date: 9/21/2020 Expiration Date: 9/20/2025 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict --- ---compliance with-tl�e-ACL., all-applicable-regulations;and-all-conditions-included-as-part.of this------ --• permit. Permit Administrator:JOHN A WIELAND, Deputy Regio Permit Administrator Address: NYSDEC Region 1 Headquar, - •s SUT1Y ci Ston r Brook150 role Rd St try B' oh ,. 11790 = -409 - Authorized Signature: Date o/Z/R G Q C) Page 1 of 6 Scott A. Russell ,��® � ST0IKMWA\,..]F1E1[b. SUPERVISOR �' �T �T _ MA1�A(G1lEl\�l[1E1�'7C' 53095 Main Road--OLD S9 OUTHOLD,NEW YORK 11971 Town of Southold �01 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF T'ITE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑k'*A. Clearing, grubbing, grading or stripping of land which affects more than 5,000' square feet of ground surface. ❑ B. Excavation'or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation.within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. El F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval Of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, ConWet Information,Date & County Tax Map Number! Chapter 236 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 wit�your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. : 1000 Date: District NAME: �yO\� 1 Z r Section Bloc Lot FOR BUILDING D PARTNtENT USE ONLY Contact Information 51 !te�7l L4 ©k LO 0 Reviewed By — — — — — — — — — — — — — — — — Date: �J' Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — 2, C O� , ( �� IM Approved for processing Building Permit. °moi Stormwater Management Control Plan.Not Required. Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP 7 TOS MAY 2014 { '141 d Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 . - �►s. ' 4A BUILDING DEPARTMENT NOTICE OF-UTILIZATION OF.-TRUSS TYPE-CONSTRUCTION, PRE-ENGINEERED. t WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date! 4 Owner: !�CkJ �o.,nr2A -- �� Location of Property: _ '2_4(o.5 C—)r.QJP'Q 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 i to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) 3 Pre-engineered wood construction (PW) _ Timber construction (TC) in the following location(s) (check applicable line), A Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature:. Name (person submitting this form): ..�` O _ n n�,, k�►� Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 , bJ BUILDING DEPARTMENT- Electrical Inspector a G� OWN OF SOUTHOLD cm y Town Hall Annex - 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 y'flplaa� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr _southoldtownny gov - seanda-southoldtownny gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 5_S-2aZ� Company Name: �� w Name: License No.: email: Phone No: Of request an email copy of Certificate of Compliance Address.: JOB SITE INFORMATION (All Information Required) Name: fAv, ,<%o,, Address: 0,LS Cave r� Cross Street: ,�„�;`� Phone No.: 6 ` - 1A9 Lk-lr 0 Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF.WORK (Please Print Clearly) Check All That Apply: Is job ready for inspection?: [OYES ❑NO QRough In Final Do you need a Temp Certificate?: EYES ONO Issued On Temp Information: (All information required) Service Size 01 Ph []3 Ph Size: A # Meters Old Meter# ❑New Service laservice Reconnect n Underground d # Underground Laterals E]1 02 ❑H Frame OPole Work done on Service? OYE N Additional Infdrmation: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx �OSUFFOt �;® - BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD c Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 1 ' roderrOsoutholdtownny.gov- seandca-)southoldtownny.Qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: S o2.a ov Company Name: A . f(ccfrc-,— Name: Rotr^ Sa ie�za- License No.: I-// 3y( email: Sel +r-tC, Phone No: S/G - 3 7 S"- *S7 ❑I request an email copy of Certificate of Compliance Address.: 306G W,lsu.. A-v,cy / 1713 JOB BITE INFORMATION (All Information Required) Name: 'Mar 4f N'eZ . Address: Iy 6 S go,, bvm 2 o(. Cross Street: }Ser (,v 9/v0(. Phone No.: 31 - kbY- -7.y r Bldg.Permit#: -//,q-a y3 - email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) 411 nJe w '/'s4 a.•d f/cX�r _w, r r- S Check All That Apply: Is job ready for inspection?: ES ❑NO E Rough In ❑Final Do you need a Temp Certificate?: ❑YES ONO Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑1 2 ❑H Frame❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.x1sx r � BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS (INDIVIDUAL OR CORPORATION) STANDARD NYBTU FORM 8007 CAUTION:THIS AGREEMENT SHOULD BE PREPARED BY AN ATTORNEY AND REVIEWED BY ATTORNEYS FOR SELLER AND PURCHASER BEFORE SIGNING. THIS INDENTURE, made the , day of 2020 93etween JAMESANDERSON,residing at 98 Pearsall Drive,Mt.Vernon,New York party of the first part,and DAVID MARTINEZ and SUZANNE MARTINEZ,residing at 1700 Arbor Lane, Mattituck,New York party of the second part, WITNESSETH,that the party of the first part, in consideration of Ten Dollars and other valuable- consideration,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(DESCRIPTION OF PREMISES) BEING AND INTENDED TO BE the same premises as conveyed by deed dated July 27, 1989' recorded September 14, 2989 In Liber 10929 cp 182 in the Office of the Clerk of the County of Suffolk. 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"whenever the sense of this indenture so requires. - 17V WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. ]FAT DDV0VNTd1v/Yv. recorded' September 14, 2989 In Liber 10929 cp 182 in the Office of the Clerk of the County of Suffolk. 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"whenever the sense of this indenture so requires. I7V WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. INPRESENCE OF. JAS ANDERSON NYSBA Residential Real Estate Forms on HotDocs®(9/00) Copyright Capsoe Development -I- DECISION 2000 REAL ESTATE SERVICES INC. SCHEDULE A CONTINUED Title No. 20-08-9296 All that certain plot,piece or parcel of land,situate,lying and being at Arshamomaque,Town of Southold, County of Suffolk and State of New York,known and designated as Lot No.42 as shown on a certain map entitled "Map of Peconic Bay Estates, Amended Map A" filed in the Suffolk County Clerk's Office on May 19, 1933 as Map No. 1124, said lot being more particularly bounded and described as follows: Beginning at a point on the northeasterly side of Bay Shore Road where the same is intersected by division line between lots 42 and 43 on the aforesaid map; said point or place of beginning being also distant 1838 feet more or less northerly and northwesterly as measured along the easterly and northeasterly side of Bay Shore Road from the corner formed by the intersection of the easterly side of Bay Shore Road with the northerly side of Island View Lane; Running thence from said point or place of beginning along the northeasterly side of Bay Shore Road,North 61 degrees 1 I minutes 30 seconds Nest 55.00 feet to the division line between lots 41 and 42; Thence along said last mentioned division line,North 47 degrees 53 minutes 30 seconds East 281.79 (Actual)298.00 feet(Deed)to the mean high water mark of Pipes Cove; Thence along the mean high water mark of Pipes Cove; South 16 degrees 12 minutes 58 seconds East 71.69 feet(Actual)South 25 degrees 43 minutes 50 seconds East 68.80 feet(Deed)to the division line between lots 42 and 43 first above mentioned; Thence along said last mentioned division line, South 50 degrees 58 minutes 30 seconds Lest 232.84 feet(Actual)261.00 feet(Deed)to the northeasterly side of Bay Shore Road at the point or place of Beginning. For Information Only: District 1000 Section 053.00 BIock 04.00 Lot 018.000 Representing Chicago Title Insurance Conwany r J State of New York ) ss: County of Suffolk On this day of" 2020 before, the undersigned,O personally appeared, JAMES J. ANDERSON ersonally known to me or proved to me on the basis of satisfactory evidence to the be individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. Notary PUWj BETSY A.PERKINS Notary Public,State of New York No.01 PE6130636 Qualified in Suffolk Cou itV Commission Expires July 18, d PROJECT / ZONING DATA _ CL M TAX MAP # 1000-53-04-18 N Lv W ZONING DISTRICT R-40 NON-GONFORMINO J = N IS 16 S.F. �.�.� Iq ,... N 6 \` Plpzs LOT AREA ,o Q 4 " cam 0= w vi vq ry FEMA FLOOD ZONE X O LLI \ ' WETLANDS DISTRICT TRUSTEES NON-JURISDICTION -J '' ( Z � 1- = ZN # PERMIT ® GT SGOF �0 IC Y : I ' }• I` sib• DEG DISTRICT J Lf) a \8fi o I-4738-04694/00002 CL O cb r.l \ N rCTL ,WVS As MW BY �, - - EXISTING PROPOSED---- �./�®®I TITLE PAGE ZO C I ~ s��EWIRONI- TAL. w - INTERIOR RENOVATION TO EXISTING SINGLE FAMILY, 2 STORY N m o GOt45tA_TIN6 ING,MAY 14,201q � � FIRST FLOOR AREA -718.0 S.F. '118.0 S.F. HOME Z --- - NEW SE=COND FLOOR E=XTENSION $ BALCONY a � � � SECOND FLOOR AREA 350.0 s.F. 580.0 S.F_ - NEW COMPOSITE WOOD DECK CONNECTING FROM MOUSE TO G•-OO2 GENERAL NOTES J �� BEDROOM COUNT 2 - 2 - EXISTING WOOD DECK @ GRADE STRUCTURAL DESIGN CHARTS Z 0 o 71 NEW OUTDOOR SHOWER OPEN TO ABOVE STRUCTURAL DESIGN LOADS co r . r"'I r-I - REMOVAL OF EXISTING BASEMENT ENTRANGE -$ RE=LOCATION ,H 1 " OF ENTRANCE TO SIDE OF HOUSE HOLDOWN, ANCHOR BOLT, Z }: 4 I" STRAPPING & NAILING DETAILS it Z N - NEW ENCLOSURE OF FRONT ENTRY STOOD-'; PROF05ED � ,; � 1 UNGOND I TI ONED SPACE w � 1 G600� HOLDOWN, ANCHOR BOLT, p ry LOT COVERAGE STRAPPING & NAILING DETAILS w i - - � LOT --- ,� DESCRIPTION AREA COVERAGE U TOTAL LOT AREA 15,016.0 S.F. A-100 DEMOLITION PLANS UJI DK 1_ 1 EXISTING HOUSE 718.0 S.F. 413% U J ix 0 tx EXISTING WOOD DECK ® GRADE 215.0 S.F_ 1.4% Q \00' I A-101 FOUNDATION PLAN PROPOSED WOOD DECK 444.0 S.F. 3.0� FIRST FLOOR PLAN ; TOTAL AREA OF ALL STRUCTURES 13-7.0 S.F. 4�% 3 ; 1 MAXIMUM COVERAGE ALLOWED = 20% o A-102 SECOND FLOOR PLAN z - ROOF FRAMING PLAN 1 1 REQUIRED SETBACKS EXISTING to LOT AREA = 15,016 S.F. ; R-4.O NON-CONFORMING A-62QQ EXTERIOR ELEVATIONS . 1 i REQUIRED EXIST. PROPOSED COMPLIES INTERIOR ELEVATIONS FRONT YARD 40.0' 63.8' 638' YES A-�QQ BUILDING SECTIONS ,00 SIDE YARD 15.0' 8.9' 8.9' NO RISER DIAGRAMS trio BOTH SIDE DESIGN DETAILS YARDS 35.0' 222' 222' NO REAR(WETLANDS) 100.0' i 13.0' 113.0' YES \Fr@ n EXISTING NON-CONFORMING SIDE YARD SETBACKS HAVE CERTIFICATE OF OCCUPANCY 4 APS"ROVED AS NOTED COMPLY WITH A CO ES F WILL NOT 13E ENCROACHED FURTHER WITH PROPOSED WORK. S� 3 NEW YORK STATE OV`+r��i C DE.. V I DATE: �F B.P.,, AS REQUIRED AND ND TIO S F REQUIRED SETBACKS - PROPOSED 2ND FLOOR ADDITION 4 WOOD DECK FEE: 1 Q - - -- - --- - - --- "STI Y J FL NG DEPARTMENT4PM OR THE I m I LOT AREA = 15,016 S_F_ ; R-40 NON-GONFORMINO 'F �xlsr.wooD 1 o FOLLOWING INSPECTIONS: )� `N T ,L'STE S Lu DEuc Ip 1. FOUNDATION - TWO REQUIRED � SOUTHOL! OV�� REQUIRED EXIST. PROPOSED COMPLIES N.Y.S.DE. 1 �� j� i � I FOR POURED CONCRETE r�ZV sr,r �, o r�cof- 0 ITE -- - 3. INSROUGH 10�RAMiNG & PLUMBING BA z;cw -1 HOOD DECK FRONT YARD 40.0 63.8 638 YEJ 4. FINAL - CONSTRUCTION MUST -- - _ BE COMPLETE FOR C.O. Blower door �, i 1 SIDE YARD 15.0 8.9 10.1 YES ALL CONSTRUCTION SHALL MEET THE ~ tit OUMOOR and ductwork Z BOTH SIDE REQUIREMENTS OF THE CODES OF NEW testing r W sly I YARDS 35.0 28.4 24.6 YES YORK STATE. NOT RESPONSIBLE FOR g equired. o , EdsrttO Ac urilr ot'I DESIGN OR CONSTRUCTION ERRORS. v � 1 I 1 CONI'PAD REAR (WE(LANDS) 100.0' 113.0' 113.0' YES CO W sr.2 STY. ,FLOORE- �, II0 OCCUPANCY OR P ,oV i Must rovi�de Mand 1� NEW BIL.C.O 1=NrwANCE USE IS UNLAWFUL D, J and S as ge PROP. �--- 19s' I WITHOUT CERTIFICATE NYS Energy Ca EXIST. OF OCCUPANCY ELECTRICAL � A p n - INSPECTION REQUIRED C C PURSUANT TO CHAPTER 236 N �-tom:}�t��✓ .�- OF THE TOWN CODE. - r PLUMBER CERTIFICATION �'• o ON LEAD CONTENT BEFORE tT 374 1 I CERTIFICATE OF OCCUPAN,3 O F N i .. �,, . • . ,, .; , , V -1 . _. � „ � .�.'�'x� Xk, SOLDER USED IN WATER '' n •r vr' " � x =�# K SUPPL Y SYSTEM CANNOT EXCEED 2/10 OF 1 o D. PROJECT: �- Nc I N}fi�tLAf % LEA Fro ,� n _ v ALU MARTINEZ M IIIc. i 1 _y ° "b 4 a ^`, *` �»_ . . &1.WATEMBIN WASTE RENOVATION X ,�i Rr R C01/ERINO' 111 TC 1'1: C7 � ("e + "' ' ` !•-F �' 2465 BAY SHORE ROAD GREENPORT N.Y. 11944 DRAWING TITLE- �00000 O ' ,F •° m R ' 4 Y. } V t *e n "^ g 'w-.Va V»* nr+ 0 ja ., p.--. � q twT n / SITE LAYOUT NOTES: PROJECT LOCATION &SCOPE {n / Tf 15 15 AN ARCHITECTS SITE PLAN 8 IS +°- . SUBJECT TO VERIFICATION BY A LICENSED `; fr ew ,� 1 'x SITE PLAN &ZONING DATA x 1 SURVEYOR. THE INFORMATION „," " " v ' r�'. *" ," ' ' ^.. A1,.ti R a.`u. nt" •''ry.:.'a p.q J s +..�� _^St,r' i+ •4. 3 ON THIS SITE PLAN IS TO THE ARCHITECT'S � ,, ��,�•v� BEST OF KNOWLEDGE. a ALL INFORMATION WAS OBTAINED FROM A - R O SURVEY DATED .UNE 21 2014 AND PREPARED °, .$ } R.•y1 tt.� a* ,W. b„ , P` AOy +rr 8 6,: O BY! : I . ^',. `� •"a - 3" +.,; a .,ww.. +•+'. ,. ,� ., "" '',.waa ` � `^.. °-` " PAGE: 71 p. 5 k M_ WOYGMJK y m • dp my �`r .r M' "£ Y R' 'r i LAND P_O SURVEYING,PLLG w... ..:.. .__., .__..s.... ,.-W ._ d ..' - .. ._._. . .. _._ ..._ . .' . - , :: ._ �_..-_ r::. 2_. .. <.._-._ y..>c.•.. 0X 153 vv SITE �LAr�I AGUEB06UE,N.Y. 11431 LOCATION MAS' G-001 T: (631) 248-1588 SCALE: NTS SCALE: I'-0" - 15'--0" DATE: 09/23/20 1 OF 9 NOTES $ 5FEC'.I F I OATI ONS CARPENTRY WOOD RAMIN&MATERIAL STANDARDS FOUNDATION,CONCRETE.AND MASONRY &LASS WINDOWS AND DOORS IT 15 THE coNTRACrOR5 RESPONSBILiTY To KEEP THS CONSTRUGTiON DOGU tT BINDEI7 I. ALL LUMBER SHALL BE T70UOLA5 FIR LARCH#2 d BETTER H% = 675) UNLESS THE PROVISIONS OFTH15 STANDARD ARE NOT INTENDED TO PREVENT THE USE 1.CONTRACTORS TO VERIE'Y ALL DIMENSIONS OF EXISTING FOUNDATION AS iT I.ALL OLA55 TO BE INSULATED LOW--= UNLESS OTHERWISE SPECIFIED. OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE Q 0 TOOETHER AT ALL TIMES.IT IS AL50 THE CONTRACTORS RESPONSIBILITY To READ ALL NOTES, PRE50RIBED HEREIN.WHEN IT CAN 13E SHOWN,AND THE AUTHORITY HAVING TORS IN SUCAHH A MANNER TO ASsaURE THAT THE CONDITIONS OF 2.6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER N SPE,GIFICATiONS,AND BE FAMIUARIZED WiTH THE PLANS PRIOR To WORK 2. ALL LUMBER, IN CRAWL SPACES TO BE 16• ABOVE SCARATCi-1 GOAT.MAINTAIN JURISDICTION FINDS BY EXPI RIEW-F-MODE LING,OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. CLEARANCES ARE PROVIDED. (.UJ LU 6' MIN. FOUNDATION EXPOSURE. A6ENCY,THAT A PRODUCT OR PIROCED,11RE PROVIDES EWVALENT OR Lu GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE 2.ALL FOOTINGS TO BEAR ON FIRM,VIR61N,UNDISTURBED SOIL 3. ALL SLIDING CLASS DOORS,SKYLIGHTS,AND ANY 6LA- UNIT INSTALLED J ; N GENERAL 3.SILLS TO BE P.T.AND SECURELY FLASHED WITH A TERMITE SHIELD,AL50 SHALL.BE DEEMED TO CONFORM TO THE REQUIRENEM5 OF TH15 DOCUMENT WITHIN IS'OF FIN15HHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, ( ) M 1.NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL 5EAL/INSU-ATION.SIZE OF SILL TO BE (2) 2'xb',UNLESS(1) 2'x6' (THIS DOCUMENT IS TO MEAN A RAGE TO THE CURRENT AMERICAN WOOD 3.SOIL TO HAVE MIN.BEARING CAPACITY OF(1)TON/So. FT.,UAN_ UNLE55 OTHERWISE NOTED. Q N APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEI6HT5 WITH THE EXI5TIN&STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT,AS F•' vq APPLICABLE AS A DERIVED WORN. 4.FOOTINGS TO REST A MiR OF 4'-0•BELOW&RADE,UME55 4.ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH � W Tq vq 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WEAN LIKE MANNER 4. AT FLUSH FRAMING USE 16 OACE METAL JOIST5 HANGERS 13Y `TECO' OR OTI ERW15E NOTED MmIFAGTURER'S SPEGIFIGATIONS. LJJ }• 'Ch ALL DIMENSIONS,CONDITIONS,AND APPLICABLE INFORMATION OF EXI5TIN6 EQUAL. 1. IDENTIFICATION: ALL SOLID-SAWN LUMBER,CLUED LAMINATED TIMBIL�, 0 � ti STRUGTURE/rITE SHALL BE FIELD VERIFIED BY 6EN>£�ZAL GONIR4GTOR PREFABRICATED WOOD I-JOISTS,STRUCTURAL COMPOSITE LUM1BE R, 5.WALLS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS,UAN. 5.ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE J � Z 5.MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES,6YP�SUM,HARDBOARD,AND STRUCTURAL ENERGY CONSERVATION CONSTRUCTION CODE. 3.ALL WORK SHALL CONFORM TO NATIONAL,STATE,AND LOCAL GORES FLOOR,,ROOFS,AND WALL5. PANGS,SHALL CONFORM TO THE APPLICABLE STANDARDS OR&RADIN6 6.NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS ~ = Z AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH M. UNTIL 1i,TIER of FRAMING IS IN PLACE_ 6.PROVIDE FL.ASHIN&PANS UNDER ALL 5LIDIN6 CLASS DOORS,WINDOWS,OR J � 0 ' 6.DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS, ANY OTHER TYPE OF 6LPvS UNIT WHEN WITHIN 6 OF AN EXTERIOR SURFACE LA Y 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I.LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7.FOOTINGS TO BE POURED COFr-];=OF SIZE SHOWN ON DRAWINGS. CL N 0 OF THE OWNER/BUILDER INIGWDINI6 END-JOINTED AND WOE-GLUED LUMBER,SHALL BE IDENTIFIED ?. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL �' 0vi ?.ALL BEAMS,61RDELRS,ETC.TO HAVE MIN. OF 3-1/2■ BEARINe BY THE 6RADE MARK OF A LL"BM&RADIN9 OR INSPECTION AGE NCY 8.ALL OPENING FOR BEAM POC*MT5,UTILITIES,ETC,_TO BE F11 I SCREENS AND HARDWARE NE�ARY FOR PROPER FLNOT10N OF SUCH UNITS. Z 5.ANY OMISSIONS OR DISCREPANIGIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN AGGR®ITATION PROGRAM,SUCH AS THE SOLID WITH CONCRETE 0 O SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 8. MIN. TO BE(2)2'x10■ UNLESS OTHERWISE NOTED. AMERICAN LU�TBER 5TANDARDS COMMITTEE OR EQUIVALENT.THE 6.ALL 6LA55 15 TO BE REE OF SCRATCHES AND IMPERFECTIONS. GLASS = " N m O WITH THE WORK. 6RADEMARK SHALL INCLUDE AN EASILY DISTiNCU15HABLE MARK OR 4.ANCHOR BOLTS SHALL BE IN ACCORDANCE NTH PAGE 6-003. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A rmoD OF 5 YEARS. I - 4. ALL WWTH WOOD SILLS AND WOOD IN CONTACT WIMASONRY/CONCRETE TO BE INSIGNIA OF THE GRADIN&AGENCY WHICH GOMPL.IES WITH THE Z 6.NO DEVIATIONS OR CAIiAN6E5 TO THE STRUGTIJRAL SYSTEM SHALL_BE MADE P.T. REWRE]MENTS OF U5.DEPARTMENT OF COMMERCE P5206-49. 10. ALL CONCRETE TO HAVE AN ULTIMATE GOMPRE55iVE STRE N6TH AT 2& 9.ALL WINDOW5 TO BE�. IF CONTRACTOR 15 TO SUBSTITUTE WITH UNLESS APPROVED BY THE ARCHITECT/EN61NEER DAYS OF 4,000 PS_I.,UAN. ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE cr 10.ALL EXTERIOR 5HEA.THIN5 SHALL BE NAILED AS PER FASTENING SCHEDULE 12.COL_UED LAMINATED TIMBERS: 6LUED LAMINATED TIMBERS SHALL MEET CONTRACTOR TO VERIFY THAT THE GHHARACTERISTiC5 OF THE WINDOW MATCH 'T.CONTRACTOR TO VERIFY DIMEN5IC �OF FOUNDATION WITH FLOOR PLANS ON PACE C-003.6ENERALL.Y,SHEATHING 15 OF 1/2■THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTG A ( 110.1 STRUCTURAL OWED LAMINATED If. CONC.5LA55 TO REST ON MIN OF 6' FINE GRAVEL OR SAND WITH THE GHARAGTERISTIGS OF THE A WINDOW SPECIFIED. THE Wj BEFORE THE START OF FRAMING ROOF AND 15 OF COX ORADE,UNLESS OTHERWISE NOTED.SEE FLOOR PLANS TIMBERS. 6 MIL POLYETHYLENE VAPOR BARRIER UNDER 04ARAGTER.I57I05 ARE AS FOLLoW6,BUT NOT LIMITED TO: DESIGN PRESSURE, J 00 FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ROUGH OPE NINE,U-FACTOR,LIGHT AREA,VENT AREA,AND EGRESS 8.DRY NE L5 AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE- 13.PREFABRICATED WOOD 1-JOISTS: A55E GLIM U51NO PREFABRICATED 12.COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. RE GUIREMENT5. > C) WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 Z (D It.DO NOT SCALE DRAWINGS,WRITTEN DIMENSIONS TAKE PRECEDENCE 11.SUB FLOORING,6ENERAL.LY,TO BE OF 5/4'THIC4QE55 AND OF COX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13.BRICK VENEER TO BE ANCHORED WITH GORRo5ioN RESISTANT TiES- 10. WINDOWS IN TUBJSHIOHM ENCLOSURES AND WITHIN STAIRWAYS SHALL BE -� vq 10.OWINIEWBHUiLDI�ARE RESPONSIBLE FOR ALL INSPECTIONS,APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED,U.O.N. 5TRUGTURAL CAPACITIES of PRE FABREOATEv WOOD I-JOISTS,TH15 (1) WALL TiE PER 0)SQ.FT- TEMPERED CLASS. `.� 0 DOCUMENT,THE 60VERNIN6 BUILDING CODE AND ANY ADDITIONAL Q Z eip CERTIFICATES,CERT.OF OCCUPANCY OR COMPLETION AND U.L. .APPROVAL 12.EXTERIOR SHEATHING TO BE COVERED KITH 'TYVEK'HOUSE WRAP OR REC�IJIR>EMENTS AS ser FORTH IN THE MANUFACTURER'S CODE 14.FLA5Hf JOINT AT BRICK LEDGE AND PROVIDE WED'HOLES, APPROVED EQUAL. EVALUATION RMAXRESORT. MA32'-0'o.G.,TO DIRECT ANY CONISATION TO THE EXTERIOR ! (V 11.THESE SET OF DRAWIN165 ARE THE PROPERTY OF ANTHONY PORTIL.LO,RA LL J AND SHALL NOT BE ALTERED OR BE RE.rRODUGED WITHOUT WRITTENLLJ (D 13.BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4.STRUCTURAL COMPOSITE LUMBER: 51NOL.E MEMBERS OR ASSEMBLIES 15. APPLY(U GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. PLUMBING Lo cr vq PERM155ION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HFATHIN6. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2' ABOVE FINISH GRADE 1.CONTRACTOR SHALL INSTALL WATER SUPPLY,DRAIN,WASTE,AND VBdT(bWV) ASTM D5456 STANDARD SPEGtmoxf-ioN FOR EVALUATION OF SYSTEMS TO NYS PLUMBING CODE AND NYS DEC RE6ULATIoNS. 0 12.THE ARCHITECT 15 NOT RETAINED FOR 5UPERVISION OF THE WORK AND 15 14.PROVIDE 'X'GROSS BRACING AT JOISTS,STUD',AND RAFTERS MEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS,THIS DOGUMER THE I6_NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED V-O" AND AT EVERY b'-0'. COVERNIN&BUILDING CODE,AND ANY ADDITIONAL REDUIREMENT5 AS OF 40"F AND FALLING,UNLE55 APPROVED BY ARCHITEGT/EN61NEM No 2.PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORT. CONCRETE SHALL BE PLACID ON FROZEN SURFACES. 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCAC.UPANCY. 15.TOP PLATES To BE DOUBLED AND LAPPED AT CORNERS,SEE AL50 PAGE 3.ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CAHHAN6E5 W IN DIRECTION L X003. 15.PREFABRICATED WOOD TRUSSE=S: ASSEMBLIES U5IN&PREFABRICATED i7. NO ADDITIVES SHALL BE PLACED E IN CONCRETE UNLESS SPECIFIED BY AND AT BASE OF VERTICAL WASTE PIPES. 14.THE CONTRACTOR SHALL KEEL'PRM 41SES REASONABLY GLEAN AT ALL WOOD TRUSSES SHALL M=THE PROVISIONS OF THIS DOCUMENT,THE ARCHITECT/E NCANEER- TIMES. AT THE COMPLETION OF WORK,THE CONTRACTOR SHALL REMOVE ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING 5GHEDUL E AS COVERNINO BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS AS 4.USE 4'CAST IRON THA20UGFf FOUNDATION WALL AND PITCH®AT I/8' 062 RUBBISH,WASTE MATERIALS,TOOLS,ETG,GLEAN Cl_A55 AND LEAVE WORK LU BROOM GLEANS. NECESSARY. SET FORTH IN ANSI/TPI 1 NATIONAL D1S16N STANDARD FOR METAL PLATE 18.PROVIDE BITUMINOUS JOINTS BETWIEEN SLABS AMP FOUNDATION WALLS AND FOOT_ CONNECTED WOOD TRUSS CONSTRUCTION,THE TRUSS DESIGN DRAWIN55, PfERE EVER APPLICABLE - 15. THE CONTRACTOR SHALL CARRY WCM2KMAN'5 COMPENSATION AND GENERAL f7•PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA65 6-003. OR THE MANUFACTURERS CODE EVALUATION REPOR5.6EN ERAL TRAP AND WASTE SIZES AS FOLLOWS,UNLESS OTHERWISE NOTED: T_ = J 14.UtJlf55 OTHERWISE INDICATED,ALL FOUNDATION F°OOTINi65 ARE TO BEA -DISH LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCA. COOE5 18.AT'WET WALL'PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. Ib.GYPSUM: GYPS UM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10'DELL'PROJEGTINi6 6'ON EACH SIDE OF THE FOUNDATION WALL -KITCAHEN SINK..... • AND ORDINANCES. 6ENERALL.Y,SEPARATE DOUBLE J015T THE THICKI11ESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR&YPSaIJM PROVIDE TWO#4 DEFORMED BARS C.ONTINd10Ur' IN THE FOOTING.ALL 4'THICK -LAVATORY._ Ib.THE CONTRACTOR SHOULD FULLY 61 ARAN TEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16' SPAN. WALLBOARD,ASTM 037 SPECIFICATION FOR CYPSUM LATH,OR ASTM G74 CONCRETE 5LAB5 TO HAVE bxb 10/10 WELDED WIRE REINFORCING. -5HOW�lRJB SPECIFICATION FOR GYPSUM 5HEATHIN6 BOARD. -TOIL_ET THE SUB-CONTRACTORS FOR A FERIOD'OF AT LEAST ONE YEAR AFTER ..: _ COMPLETION OF PROJECT. 19.AT ROUGH OPE NIN65 PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20.FOR SECOND STORY ADDITIONS,EAST.FOUNDATIONS ARE TO BE VERIFIED - LAUNDRY AS PER PAGE 6-003. I.-T.HARDBOARD: }HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID d SOUND CONDITION WITH AN EXIST.FOOTING OF MIN. Ib" WIDE x 6' -FLOOR DRAIN- \\ 17.THE CONTRACTOR SHALL INDEMNIFY AND HOLD HAS THE OWNER, MEET THE 20. 'P.T.' SPECIFIES PRESSURE PRFSERi(ATIVEIY TREATED LUMBER IN ANSI/AHA PROVISIONS OF ARD/AHA HAMA BASIC HARDBOARD OF DILL' d 3'-0'BELOW 6RADE. A&AINS ALL C-AIM ,AND THEIR AGENTS AND EMPLOYEES FROM AHED ACCORDANCE w/AWPA 022;WHERE DRILLIN6 AND/OR CUMN&OCCURS,FIELD 6. ALL SYSTEMS TO HAVE ONE 3"MAIN VENT STACK AND INCREASED TO 4- A TORN ALL CLAIMS,DAMO T O LORS:S AND EXPENSES, EG TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER IB STRUCTURAL PANELS: THROUGH ROOF. `°•.. FROMSITE WORK ATTORNEYS FEES ARISING OUT S CH RESULTING AAE, THE PERFORMANCESE(OF METAL BY REPEATED BRUSHING,DIPPING,OR SOAKING UNTiL THE WOOD 1.STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR "T.PROVIDE FROST-PROOF HOSE BIBS NTH EASILY AC.GI5515LE DRAIN d THE WORK PROVIDED THAT ANY SUCH CLAIM,DAMAGE,LOSS E EXPENSE(A) ABSORBS NO MORE. ALSO,FOR HARDWARE USED WITH P.T.LUMBER M.I.PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 15 JRY T ATTRIBUTABLE E T BODILY F TAN,SICKNESS,DISEASE OR DEATH HE O CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T.LUMBER MST THE PROVISIONS OF U5.DEPARTMENT OF COMMERCE DRAIN COCKS AS REQ'D.HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW INJURY TO OR DESTRUCTION OF TAN6IEHE PROPERTY(OTHER THAN THE WORK 2.VERIFY ALL &NEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, MANUFACTURER SUCH AS: HANCER5,NAILS,SCREWS,FLA5HIIN5,ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1)CONSTRUCTIONRECEIVE GiAR1FIGATTON FROM PRIOR TTO AND ROGEI=DING ITSELF INCLUDING THE LOSS OR USE RESULTING TH OMi).(B) 15 CAUSED IN ETC.FOR LOCATIONS SUCH AS: LEDOER BD.,SILL PLATE,DECK C.ON5TRUGTION, INDUSTRIAL PLYWOOD,U5.DEPARTMENT OF CoMMER.CE VOLUNTARY O PRONEGTiON. PR _ \ WHOLE OR IN PART BY ANY NIECLI6ENT ACT OR OMISSION OF THE ETC. ANY SES TO GGA ARE TO REPLAG®WITH P.T. PRODUCT STANDARD 2(P52)PERFORMANCE STANDARD FOR 6.WASTE FROM CLOTHES WASHERS AND LAUNDRY TI1BF ARE TO BE PROVIDED CONTRACTOR,ANY SUBCONTRACTOR,ANYONE DIRECTLY OR INDIRECTLY 3.EXCAVATE AND BACK FILL FOR WORK INDICATED E DRAWINl65. WITH BACK FLOW PROTECTION WOOD-BASED STRUCTURAL- USE PANELS,APPLICABLE CODE STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVB^IAY AND BUILDING EMPLOYED BY ANY OF THEM,OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL(LAMINATED VENEER L UMBER) DEMOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. SITE STOCKPILE ALL EXCAVATED MATERIALS. 9.THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL BE LIABLE RE CARDLESS OF "ETHER OR NOT IT 15 CAUSED IN PART BY A A.TRUSS JOIST McMILLIAN 1.9E MIGROLAM HEALTH DELPARTME 4 T STANDARDS AND REGULATIONS. PARTY INDEMNIFIED HERELHVE12- B.6EOR61A PACIFIC 2.OE C7--P LAM 1.62.ORIENTED-STRAND BOARD(055),WAF RBOARD ORIENTED-6TRAND 4.NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEA,TREE 18. ALL MATERIALS,ASSEMBLIES,AND METHOD OF C.ONSTRUCTiON INCLUDING P5L(PARALLEL STRAND LUMBER) DEMOTES: BOARD OR WAFERBOARO USED IN STRUCTURAL IONS SHALL MELT ROOTS,ROCKS,AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE 10.APPROVAL AND INSPECTION IS REwIRED BY LOCAL-misvIGTEON PRIOR BUT NOT LIMITED To FORM-WORK,BLOC:K-WORK,FRAMING,NAILING,PLACING A.TRt'55 J015T MGMILLIAN 2-OE PARALLAM THE PROVISIONS OF U5.DEPARTMENT OF CONfiMERGE VOLUNTARY FOR BACK FILL MATERIAL SHALL 1E REMOVED FROM SITE. TO CONCEALMENT OF PL UMBIN6. OF CONCRETE,ETC.ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU.SPEC.'s PRODUCT STANDARD 2 (P52) RMANGE VOLUNTARY PRODUCT STANDARD FOR WOOD-BASED STRUCTURAL-USE PANELS OR S.PROTECT TREES WiTHIN EIGHT FEET OF THE BUILDING. 11.NOTCHING AND BORING OF STUDS,JOISTS,RAFTERS A5 PER BUILDING GORE. TO BE .SURE THEY ARE IN ACCWI ACCORDANCE=WITH THE DRAN65,SPECIFICATIONS, 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCEC WITH THE WOOD APPLICABLE ODE EVALUATION REPORTS. NO NOTCHING AND BORING OF F STRUCTURAL MEMBER5 SHALL BE PERMITTED APPLICABLE CODES AND 600D PRAG rIcE.DEVIATEON5 FROM THE DRAWIN65 FRAMING MATERIAL STANDARDS SECTION,THE 60VERNIN6 BUILDING CODE, AND SPECIFICATIONS WILL NOT BE FERMI T WRI MI I I WITHOUT AND ANY ADDITIONAL REOUIRE]rENTS SET FORTH IN THE MANUFACTURERS 1.63.PARTiCLE BOARD: PARTICLE BOARD USED IN STRUCTURAL NOR ANY POTENTIAL DAMAGE THEREOF. AUTHORIZATION OF THE ARGHITE CT/IENOINI� CODE EVALUATION REEFORT. APPLICATIONS SHALL CONFORM TO AN51 A205-1 AND ANY 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAKINC75 REQUI AS SET FORTH IN THE MANUFACTURERS CODE NEEDED,ML.E55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITiONSS 25-NOTCHE5 IN THE TOP OR BOTTOM EDGE OF SOLID 5AHN.FA TER5 SHALL EVALUATION RE PORT. PERTAINING ARE TO BE FIELD VERIFIED. NOT BE CUT IN THE MIDDLE ONE TOF F THE RAFTER SPAN.NOTCHES IN THE ELECTRICAL: OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 18.4_FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS I.ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM - 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER,DEPTH. WHERE NOTCHES ARE MADE AT SUFFORT5 THEY SHALL NOT SHALL MEET THE PROVI5IONS OF ANSI/AHA AN4.1 Cal-MDSIG TO 201'7 NATIONAL ELECTRIC CODE,NEPA'To AND 2020 NEW YORK STATE EXCEED WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. N DIAMETER ONE-FORTH ONE-THIRD,17E AC RAFTER DEPt� DEPTH AND THE EDSE OF THE FC 3JJJLOSIC FIOR ASTM C,20b 5TAN17ARD BER IATIN&BOARD. SPECIFICATION FOR BNER6Y GON!<SERVATION C.ONISTRUGTION CODE. INSULATION FENESTRATION REQUIREMENTS 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANdJFAvGTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TDP OR BOTTOM EVOE5. 2.CONTRACTOR WILL FURNISH A FIRE UDERWRITE RS CERTIFICATE UPON - IB5.STRUCTURAL-PANEL SiDING STRUCTURAL PANEL SIDING USED IN COMPL_ETiON OF WORK. 5PEGIFIGAT10N15,UNLESS NOTED OTH4)321'�115E 24. NOTCHES IN EITHER EDGE OF STUD SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHEALL.MEAT THE RE 6VIREMENTS OF U.S. PROPOSED DESIGN GODS PRESCRIPTIVE VALUE s COMPLIES I S O T VALUE CITATION (PER 2020 NY5EGGG) 22.PROVIDE FIREL3LOCAKINI6 AS PE3R NE3^t YORK A�C.GISSIBILITY STANDARDS_ MIDDLE ONE-THIRD OF THE STUD LHr6TH•A10TGHE5 IN THE OUTER THIRDS OF DL-PARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I 3_ SMOKE DETECTORS, M CONFORMANCE WITH i�A'12: i THE STUD LENGTH SHALL NOT EXG® 25%OF THE ACTUAL DEPTH. BORED (175- U,THE 60VERNINIG BUILDING CODE,AND ANY ADDITIONAL -OENERALLY,VERIFY OR PROVIDE HARD WIRED RE PROTECTED AGAINST ANY HOLES SHALL NOT rxCE EV 40% OF THE ACTUAL STUD DEPTHAND THE EDGE REDIJI AS SET FORTH IN APPLICABLE CODE EVALUATION SMOKE DETECTORS w/BATTERY 5AGK4JP IN: 23.PLEASE NOTE THAT THESE PLANS A, OF THE HOLE SHALL NOT BE CLOSER THAN 5/8' TO THE EDGE OF THE STUD. REPORTS. U-VALLIE=o.'M MAx.u-vALuE=o32 UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS GOPYRIGFTT PROTECTION ACT OF 1490(AVCH'W,WHIGHF HAS SEVERE PENALTIES_ NOTC.FES AND HOLES SHALL NOT OGGUR IN THE SAME Ga�SS-r��TION A EACH SLEEPING ROOM FENESTRATION U-VALUE AIR t FAKA6E=030 Gt ,F MAX AIR LEAKAGE s 030 C:FM/r.�F `� PBZ 8402.43 t TABLE R402J.4-CLIMATE ZONE 4 22.FASTENERS AND CONNECTORS: ALL FASTENERS AND GONNEGTORS SHHALL_ 25.FOR NEW WALLS,A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 22.1 THROUGH M 22.1. B. OUT51M OF EAC44 SEPARATE 5LEEPIN ry FMix R VOWS=44 CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, AREA IN THE IMMEDIATE VICINITY OF GIEq INC R-VlU11E 8-44 BATT IN_'uLATIOFI PER TABLE 8402.12-CLIMATE ZONE 4 Yr NOTES,AND TABLES ON PAGE 6-003 d 6-004.THE FASTEN11N6 SCHEDULE 22.1.BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 182.1 SQUARE AND THE BEDROOMS (GENERALLY THE HALLWAY) MIN T VALUE:20(CAVITY) ym SPECIFIES THE FMOV NAILING FOR THE SHEATHING(ANY NAILING HEX BOLTS AND 5GRE�(INCH SERIES). R-21 BATT TI ULATION -- 6E�NIERAL WIND PROTECTION GONLNEGTIOIV NOTES: I ExTEfz►oR f2Sa59 wooD ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDIaiTtAL SPECIFICATIONS ON THE FLOOR PLANS SHALL. SUPERSEDE THE FASTENING G.EVERY LEVE]_OF DWELLING FRAME WALE-R-VALUE TABLE 840212-CLIMATE ZONE 4 Y ADA CONSTRUCTION;FON;SSTA 10-94 AND 2018 5136 HI6HH WIND EDITLON WOOD FRAME SCHEDULE).HOLDOI,,M OPERATE IN C:ON.UNCTiON WITH THE PE WORATED � 222.LAG 5CRE M: LAO SCAZZ-4�OR LA6 BOLTS SHALL COMPLY WITH ANSI/ (BASN1ENTT,FIRST FLOOR, 4 SECOND FLOOR,ETW � _ ( -SERIES)- CONSTRUCTION SHFARWALL SYSTEM(INSTALL A5 PER APPLICABLE DETAILS d MANU. SPEC.s). ASMI BI82.1 SQUARE AND HEX BOLTS AND SCREWS(INCH SERIES)_ FLOOR R,VALUE R-30 BATT INS"TION MIN R-VALUE s 19 1. A GONTIMJOUr' LOAD PATHS BETWEE74 FOOTIN65,FOUNEDATiON WALLS, HOEDOWN L0GAT10N5 ARE SPECIFIED ON THE FOUND./FLOOR PLANS. PER TABLE 8402.1.2-CLIMATE ZONE 4 YE!Si V7 FLOORS,STUDS AND ROOF FRAMiNU5 5HALL BE PROVIDED. 223.TRU55 METAL GONNEGTOR PLATES: TRU55 METAL CONNECTOR PLATES 26.COLUMN BEARING A5 FOLLOWS: SHALL MST THE REOUIREI-ENT5 OF ANSI/TPI i NATIONAL DEVON COMPLIANCE STATE,, d -- W 2. APPROVED CONNECTORS,ANCHORS AND OTHER FASTENING DEVICES NOT WOOD POSTING To BE BLACKED SOLID TO FOUND.WALL w/END 6F-'AIN,AIN, STANDARD FOMETAL PLATE GONNECTIE D WOOD TRUSS CONSTRUGT1oN, MECHANICAL.FU1EL OAS: TO THE BEST OF MY KNOW_E37 M BELIE AND PROFESSIONAL J DeMENT THESE PLANS AND 5PES CONNECTORS, IFiGATIONS ARE IN 2 INCLUDED IN THE STANDARD BULDIN6 GORE,SECTION 2306 OF IBC SHALL TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE,AND ANY ADDITIONAL RE3GiUIRO-ENlT5 COMPLIANCE WITH THE 2020 NYS ENl£RGY CONSERVATION CONSTRUCTiON COVE USINIB CHAPTER 4[RET. 2 BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WALL w/STEEL 5HHiMS DI-.S d A MIN.3/4' OF NODI-.SHRINK 6ROIUT. AS SET FORTH IN THE MANUFACTURERS GODS EVALUATION REPORTS. 1.MECHANICAL AND FUEL 6A5 SYSTEMS SHALL CM OPLY w/THE O SECURE w/(2) 1/2' 4, ANCHOR BOLT5(4' LONG EXPANSION BOLTS® NY5 MECHANICAL CODE AND FUEL GAS CODE V S. METAL PLATES,CONNECTORS,SOU3.6,BOLTS AND NAILS EXPOSED EXIST. WALLS d 12'LONG HOOKED BOLTS 0 NEW FOUND. WALLS).FOR ANY 2.2.4.METAL CONNECTORS HI ERE METAL PLATE OR STRAPPIEO SIZE AND It - DIRECTLY TO THE HEATHER OR SUBJECT TO SALT CORROSION IN COASTAL P057INO® C.M.U.WALL SEE PLAN FOR RE WIRED REINFORGIN6(o MIN. 16' &ACE ARE SPECIFIED,MINIMUM ASTM A653,STRUCTURAL QUALITY, TABLE R501.71 w AREAS SHALL BE STAINLESS STEL.. OR HOT DIPPED&ALVANIZE3D. WIDE 3 COURSES OF SOLID BRiCK MASONRY CENTERED® POSTING,U.O.N). GRADE 33 STEEL. SHALL BE U5ED.OTHER METAL CONNECTORS SHALL H FOR USE,MEN COLUMN OR POSTING IS PART OF THE LOAD PATMEET THE REQMENTS UIREOF THE GOVERNING BUILDING GORE AND ANY CODES AND REFERENCE STANDARD: HOWEVERM0 4. WHEEZE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL IN A EiFE EN ,ALL ANG 5 MAKING AN ATTACHMENT ARE T BE w/ ADDITIONAL RE MIREMENPS AS SET FORTH IN THE MANUFAGTU MS L ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS STATE BUIIDIN6 CODE,20202020 5HEATHIN6 AND SIDING,FRAMING ANCHORS OR CONNECTORS SHALL BE STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. NE^i YORK STATE PROPERTY MAINTENANCE CODEYORK STATE RESIDENTIAL GODS,,AND 2020 NEW YORK PROVIDED AT THE TOP AND Bo TTCM OF CRIPPLE STUE75,HEADER.57105 VON.WITH Top GAPS® STEL..COLUMNS TO BE MIN.Y4 BENT PLATE 8' LANG STATE ENJERCY CONSERVATION CAONSTRUGTiON GODS ALLOWABLE AND AT LEAST ONE STUD AT EACH SIDE OF OPENING_ w/6' RISE d w/(2) S/4 m BOLTS THROUGH Gly LINE OF VE3ZTIGAL LE65 225.NAILS: NAILS SHALL COMPLY WITH A57M F I66-E 5TANOARD STRUCTURAL MEMBER SPECIFICATION FOR DRIVEN FASTENERS: NAILS,SPIKES,AND STAPLES. 5. RIDGE STRAPS SHALL BE ATTAC+ED TO EACH PAIR OF OPPOSING SET 6 DIST.,UO N.- ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. DEFLECTION 2.REFERENCE STANDARD USED FOR ALL W10DD FRAMING,CONNECTIONS OF RAFTERS EXCEPT WHERE COLLAR-TIES OF I"xb'OR 2'x4"LUMBER 15 226.PNEUMATIC,NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES P400D FRAMING,AND CONNECTION TO FOUNDATION-2018 WOOD FRAME RAFTERS HAVING SLOPES 6REATELR THEN 3/12 LOCATED IN UPPER THIRD OF ATTiC:SPACE AND ATTACH TO FSH PAIR OF SHALL MEET THE REDUIREMENT5 OF THE 6OVERNING BUILDING CODE CONSTRUCTION MANUAL BY THE AMERICAN FOREST d PAPER ASSOCIATION L A60 RADS. AND ANY ADDITIONAL REOUIREMENT5 AS SET FORTH IN THE (AFtPA) AMERICAN WOOD COUCIL(AWG). WV NO FINISHED GEILINO ATTACHED TO RAFTERS 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. MANUFACTURER'S CODE EVALUATION REPORTS. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE INT821[XR WALLS d PARTITIONSLL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING L9 H/160 GJ � Apcyl ASPHALT ROOFING SHINGLES 22?.SCREWS: 5GRE NS SHALL COMPLY WITH ANI51/A5ME B i6b.l PLUMBING CODE. I.A 'I. FLOOR To FLOOR HOLD-OOIAIN5 TO BE PROVIDED EVERY 46' AND EVERY (INCH 5138115). Ste' Ib' WITHIN 4'OF EXTERIOR CORNERS. SHINGLES OR APPROVED EQUAL. 4-ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE FLOORS 4 PLASTERED CEILIN&S 2.SHINGLES SHALL BE APPLIED OVER 15#i3UILDiN6 FIST,UNLESS OTHERWISE MECHANICAL CODE AND 2020 NB�I YORK STATE FUEL 6A5 GORE 8. SILL PLATE TO FOUNDATION ANC ICRAOE;SILL PLATE SHALL BE ANCHORED 11360 ALL OTHER STRUCTURAL MEMBERS TO THE FOUNDATION WITH ANCHOR!BOLTS HAVING A MIEN.BOLT DIAMETER NOTED.ALSO,CONTRACTORS OPTION TO APPLY 6AF-WEA7HEE R-WATCH ICE 5. ALL ELECTRICAL WORK 5HEALL CONFORM TO 201? NATiONAL ELECTRIC OF ' AND 3'x3'xl' WASHERS_ A MINIMUM OF ONE ANCHOR BOLT SHALL BE AND WATER BARRIER FROM EDGE OF EAVE TO 24' INSIDE EXTERIOR WALL MEGHfANIGA .C:ONNECT10N5: GC)C)ENEPA 70 AND 2020 NISI YORK STATE STEROL'GONISERYATIC7N �� , � y Q�. PROVIDED WITHIN b TO 12 INCHES OF EACH 1 OF F.ACAH PLATE.ANCHLINE_ d 24' FROM ALL VALLEYS,AND ROOF FLAaHIN6 CONDITIONS. OR I. ALL MEGHANIiGAL GOMEGTiONS SPECIFIED AS 'SiMP50N'MAY BE GCNESTRUGTiON GORE. EXTERIOR WALLS W/PLASTER OR STUCCO FINISH HH/360 �:%7Q05 BOLTS SHALL HAVE A MINIMUM EMEEDN-TENT OF'7' IN C.ONGRETE/MASONRY 3.PROVIDE FL.ASHIN6 NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. FOUNDATIONS. ANCHOR.BOLTS SHALL BE LOCATED WITHIN 12'OR CORNERS CONSTRUCTION. EXTERIOR WALLS- WIND LOADS W/BRITTLE FIN15HE5 LJ240 AND AT 5PACIN6 NOT EXG®INC 4'ON CENTER 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED 4.ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURE R25 BY 'SIMPSON" MANUFACTURER E XTEREOnR WALLS - WIND LOADS W/FLEXIBLE FINISHES 1../120 SPECIFICATIONS. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES PROJECT: S.NAILING OF ROOFING SHALL BE TO GORE. INDICATED IN '51MPSON' PRODUCT LITERATURE. THERE MAY BE SEVERAL _ LOADIN6 VALUES,CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 6.COR�REOVON RESISTANT It 6A6E ROOFING NAILS AND 16 GA6E STAPLES ARE LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY 'SIMPSON•Fv;zMISTRUCTURAL DISI CN LOADS MARTINEZ 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED R E N OVATI 0 N ?.PROVIDE(2) LAYERS OF 15#ASPHALT BUILDINI6 FELT EINDERLAYFIENT FOR 2:12 PITCHES TO 4:12 PITGHE5 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER USE � LIVE LOAD DEAD LOAD MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 6.ASPHALT SHIN 6-1-175 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF THE SEALANT TO UPLIFT FORGES USING ASTM D 6361. 6. ALL FASTE:NIN6 CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURETL40 psf 15 psfoR BALCONIES SPECIFICATIONS of THE PRODUCT E3EIN6 INSTALLED 4o f 15 � 2465 BAY SHORE ROAD 1. VARIATIONS IN CONNECTOR CONFICIJRATION SHALL 13E APPROVED BY � � ARCHITECT GREENPORT, N.Y. 11944 GYP`-�JMt wAu-BOARD 6. ALL CONNECTORS SPECIFIED AS A 'S1Mp50N•TOP MOUNTED BEAM � GE06RAPHIG DESIGN CRITERIA PAssAN6ER VEHICLE GARAGES So psf As PER PLAN I.GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HAN0M SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED ATTICS WITHOUT STORAGE(MAX CLEAR HOT<42') 10 f IS sH COMPOUND METFHOD- BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE GROUND SNOW LOAD 25 LBS p DRAWING TITLE: 2. ALL&YPS%H BOARD SHALL BE 1/2' ON WALLS AND GEILIN6,UNLE55 BASIC WIND SPIED 130 MPH ATTICS WITH STORA6E (MAX CLEAR HOT> 42') 20 psf 15 p5f. GENERAL NOTES OTHERWISE NOTED. WATBZ RESISTANT 61R)AT BATHROOMS AND WHERE DEEMED APPLIGABIE. ROOMS OTHER THAN SLEE�PINO Rooms 40 psf 15 psH" STRUCTURAL DESIGN CHARTS 3.5/8',ONE HOUR RATED,TYPE 'X'&YPSUM BOARD ON CAEILIN6 AND WALL✓ INSULATION EXPOSURE CATEGORY B (k#-IERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET I.ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED 5LEEPIN&ROOMS 30f 15 sf IN FACAH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODl1GIN6 FIBERCLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED E QUAL- SEISMIC DESIGN GATECORY B p EQUIPMENTC: , OMGRETE FLOOR OR IF PFAIL TO BE PLA�GED LACED ON WOOD FRAME, INSTALL TOWARD WARM SIDE. STAIRSNEATHERING 51=1/ERE 40 psf 15 psf° CONCRETE PANELS OF 5/6'THICKNC-55 MINIMUM. 2.PROVIDE 2'R-10 Ri61D FOAM INSULATION FOR EXTERIOR FOUNDATiC7N 4.FINISH JOINTS,J-BEADS,NAIL DIMPLES,CORNERS,AND ED6£5 SHALL BE WALLS FROM 6' BELOW GRADE TO 24' EM-OW GRADE IF DESIRED BY GUARDRAILS AND HANDRAILS 200 f 15 SP PAGE: TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HC7OR UR5 CONTRACTOR COWNER CARE SHOULD BE TAKEN NOT TO DAMAGE FROST LINE DEPTH 3'-0• PS P TO DRY BETWEEN GOATS.FINAL GOAT TO BE SANDED SMOOTH. FOUNDATION WATERPROOFIN6. TERMITE MODERATE TO HEAVY 12 psf FOR ATTIC -ATH. G-002 S.METAL GARNER BEAD TO BE USED 3.GENERALLY,UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS:ON ALL OUTSIDE CORNERS AND AROUND ROOF LOADING(LIVE = &ROUND SNOW LOAD) 25 �f IS psf FOR CATH. ALL OPE NINlC9. -4'R-30 FOR FLAT CEILINGS ICE BARRIER REQUIRED YES R 3oG FOR VAULTED AND GATHIRAL CEILINGS b.FASTEN 6YPSUMt BOARD AS PE38 HASTE=NINE SGHEDIJLE ON PA6E 6-003. -35'R-13 FOR 2' DES LL x4' WALL CONSTRUCTION *ASTRUCTURAL IGN C:ON5IDERA-iION5 ARE IN CONFORMANCE WITH _5�•R-21 FOR 2•x6• WALL CONSTRUCTION A5GE-1-10 (MINIMUM DEVON LOADS FOR BUiLDIN65 AND OTHER STRUCTURES)' 5DATE: 09/23/20 2 OF 9 - 25•R 21 FOR FLOORS HOLDOM DETAILS T`I'P I GAL NAIL I N /STRAFF I NO REQUIREMENTS FOR FASTENING SCHEDULE A a o ALL. HARDWARE TO BE INSTALLED AS PER MAW.SPEC.'s;MANUFACTURER UPLIFT, SHEAR, $ LATERAL WIND RES I STANGE NOTE: TH15 SCHEDULE DOE-5 NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p N SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHL37 (SEE PAGE 67-003 FOR STRAPPING AND NAILING REOUIREMENT5, LLu FW - "ALL STRAPPING TO BE (Y4"x 20 6 AUG H" — "S I MP50N" EOU I VALENT - 67520 (COI LED STRAP) ARID ROUGH OPENING FRAMING REOU I REMENT5) ,J = N ALL NAILING IS A 6ENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE Qfn M *USE IOd NAILS IF 5TRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE A5 PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) N F e-1 HOEDOWN 'A' HOEDOWN 'B' CONNECTION A DE5GRIPTION FASTENER 5PEG. FASTENER 6 w > NA I L I N(5 (5R I D _ AND QUANTITY SPACING -j � Z -e 1= = ZN v �FaroATIONIST � ROOF 4 GEIEING FRAMING � � � I.O M's ARE ALL MIN.EE) IREDBASEDHort USE of ONLY A Iba - 0 N Y WALL GOMD40N NAIL Wo PR®ORt�HOLES. CORNER STUD 2' 2 WOOD iS A�f.�TO BE D�,02 4 BTR IN DRY USE O (3) 2x 1•iJLL HEIS STD AT RAFTER TO RIDGE RA RAFTER TO TOP PLATE OE-NAIL) 51�PAGE 6-003 PER RAFTER d' O HEIGFf P 5 NNEGTED TO 2- SERVICE Z CORNER STUD TRANSFER SHEAR CONNECTION: � CEILING JOIST TO TOP PLATE(TOE-NAIL) SEE PAGE 6-003 PER J015T cr NhEGTED TO S.SHOULD THE P4000 IN USE PRESaIT A SPLIT POTENTIAL O _ N m O TRANSFER SHEAR � (E�/tDBJf C7LlRI>le INITIAL INSTALLATION)PREBORE THE NAIL 'StMPSON'HDQS FOR STRAP - 3 S d COMMON • ' • • • ;S. HOLES,SET NEN MEMBER CEILING JOIST TO PARALLEL RAFTER(PAGE-NAIL) SEE PAGE 6-003 EACH LAP Z 2-Ibd COMMON HtOLDOWN p` 0 2-16d COMMON NAILS OM O.G. LAGATIONS NOTED NAILS O b'O.G. t NAILS ® EA. END OF STRAP. • • • • • • 4.NO MIXING OF NAIL SIRES OR TYPES ALLOY,M ON PLANS 10. O.G.IF BLOCKED • • E CEILING JOIST LAPS 01/ET2 PARTITIONS(t AGE-NAIL) q-Ibd COMMON FrgGF4 LAP Q 0 _ o' OjG. IF BLOCKED CORNER P05T FOR ROOF SLOPES UNDER 5:12 WITH ?• • • S.SM SECTION b FOR ANY REGer TO CLJNGH THE NAILS UTO - 6-i G.TIE'S CORNER POST ROOF SPANS OF 24' OR GREATER, +1 G 11 Y EOND THE END of THE NAIL To A qo'ANe1 E,5� COLLAR TIE TO RAFTER(FACE-NAIL) SEE PAGE 6-003 PER TIE W i USE 4 d COMMON NAILS ® - ..J tONNIGH ® EA. END OF STRAP FOR ROOF 6.DIM71�1510N5 ARE DH2IVED PROP4 THE P6�GOM1hBQTARY 'J SECTION 124-PLACAalENr OF NAILS 4 SPIKES 4 TABLE B1-0GKIN6 TO RAFTER(TOE-NAIL) 2-8d COMMON FJ�GH END LOCATIONS NOTED d SLOPES OF 5:12 AND GREATER GR 4-I ON PLANES • RIM BOARD TO RAFTER�-NAIL.) 2-Ibd COMMON EACH END J d <. CONNECTION BI B2 - Y 0 d AT RAFTER TO TOP PLATE TO STUD Q Z 4 Tq HOEDOWN INSTALLATION OPTIONS: CONNECTION: HALL FRAMING • BZ LL -iN FOR NEW P.COW,FOUND.'s ° ° FOR STRAP - 3 S d COMMON NAILS ® TOP PLATE TO TOP PLATE(PAGE-NAIL) 2-Ibd COMMON I PER FOOT W HOL.DOWN CAST IN PLACE w/-115"0 THREADED ROD � _ Li • . 1 vi EA. END OF STRAP: TOP PLATES AT INTERSECTIONS(FACE-NAIL) 4-ibd COMMON JOISTS - EA. SIDE O FOR FJCIST.P.GONG.OR NFJ^LY CURBED FOUND.'s • . s� WHEN IN TOWN OF ISLtP OR NAILING I T/b•4) THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOiE GEOMETRY EXCEEDS THAT PERMITTED IN �2 • • MAX. NAILING GRID ABOVE UUD TILIZE • • STTO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. W GONGiRETE w/'SIMPSON'SET(HIGH STRENGTH EPDXY ----� B I N ADHESIVEJ, 4 FOR TEMP.'s O'F-4o"F USE •51MP50N' AT I SIMPSON #H2A (OR EQUAL) RAFTER TIE w (HIGH STRENGTH AGRYLtG ADHESIVE) HEADER TO HEADER,(PACE-NAIL) I6d COMMON 16" O.G. ALONG EDGES FOR EXIST /NEW G M.0 (GONG BLOCK) FOR TOENAILIN6- 3 8 d COMMON NAILS FILL ToP 2 COURSES 50LID 4 OAST IN PLACE HOLDOWN 115E SA` E • TOP Or BOTTOM PLATE TO STUD (PTLD-NAIL) 2-I6d COMMON PER STUD V Gore-GTION FOR G.J. TO R.R. - Q 16 d COMMON NAILS W H/1/&'40 THREADED ROD REWIREIIEJ•fT5 FOR BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, RAISED G-V5(H HEN 2-I6d COMMON 12 PER FOOT ~ V APPLICABLE FOR EA. PLATE To STUD ABOVE d OR BELOW AT G.J. TO G.J. CONNECTION: LatDJoisr,or BLOCKING(PACE-NAIL) C-) J HOEDOWN 'G' HOEDOWN D 16 d COMMON NAILS FOR G.J. TO 0-1 - q 16 d COMMON NAILS FLOOR FRAMING Q R NEW # EXIST. * FoL�roATIONS FOR Ns�Y POURED CONNECTION GI $ 02 FOUNDATION® ONE STORY ONLY : .101ST TO SILL,TOP PLATE or 61tZDER(TOE-NAIL) 4-5d COMMON PER JOIST • (3)2x FUL.L BRIDGING TO J015T(TOE-NAIL) 2-8d COMMON EACH END mow, HEIGHT STUD GOWER STUD TED TO TRANSFER SHEAR BLOCKING TO JOIST(TOE-NAIL) 2-8d COMMON FAGH END " " AT STUD TO FLOOR ASSEMBLY "SIMPSON*f-VO5 0) 2x FULL I TOP PLATE (TOE-NAIL)672 BLOCKING TO SILL or HOLDOM ANCHOR® 2-I6d COMMON L I TO STUD CONNECTION: NApS 0 6.O G. d HEIGIiT STUD Ao 3-Ibd COMMON EACH BLOCK ON LOCATIONS NOTED PLANS 10,Oirl. IF POSBlKE77 G FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM(FACE-NAIL) 3-16d COMMON EACH JOIST \ ol NAILS ® EA. END OF STRAP i J015T ON LEDGER TO BEAM(TOE-NAIL) 3-5d COMMON PER J015T l' • Z FOR EA_PLATE TO STUD ABOVE d OR 2-I6d N o I BELOW 2 16 d COMMON NAILS BAND J015T TO JOIST(END-NAI 3-I6d COMMON NAILS® ' O i L) PER JOIST I [ L L BAND JOIST TO SILL or TOP PLATE (TOE-NAIL..) 2-I6d COMMON 1 PER FOOT - ROOF SHEATHING • d STRUCTURAL PANELS: d <. INTERIOR ZONE 8d COMMON 6' EDGE/ 12" FIELD' d "siMPSON's 148.1 CONNECTION DI 4 D2 SOLID PERIMETER LEDGE ZONE s HOLDOWN INSTALLATION OPTIONS: BLaK1 Sd COMMON 6' ID6E/b' FIELD e EA BAY GABLE I_TiDWALL RAKE OR RAKE TRUSS w/ Sd COMMON 4' O.G. UP TO Q' RAKE OVERHANG FOR NEW P.COW,FOLM.'s HOLDOWN CAST IN PLACE K/115"40 THREADED ROD - • AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NG SHEATH I NC FOR EXIST P CONG OR NEWLY CURBED FOUND-'s J • ?/b•m THREADED ROD(PRE-DizILLm) EMBEDDED 12• INTO PLATES) CONNECTION: D2 - GONGRETE r,/ 'SIMPSON'SET(HIGH STRENGTH EPDXY MfN. ADHESIVE.), 4 FOR TEMP:s O°F'-40'F USE "SIMPSON' AT � � I GYPSUM WALLBOARD FROM � FOR STRAP - 3 8 d COMMON NAILS ® EA. I a COOL.FRS 7" EDGE / lo' EIEL.D I END OF STRAP(WRAP STRAP UNDER SILL PLS I HALL SHEATHING MI6H STRENGTH AC ADHESIVE) o 05PEGIFIED O D I o • I AOR EXIST /NEW G.M U.(GONG.BLC� TYP.FOUND.NOTE FILL TOP 2 COURSES SOLID 4 GA5T IN PLACE HOLDOhMr FOR EA. PLATTE TO STUD ABOVE 4 OR BELOW - I w/'i/8'P THREADED ROD o _2- 16 d COMMON NAILS - STRUCTURAL PANEL-5 8d COMMON 60 IDLE/ 12' FIELD ALTERNATE CONFIGURATION - ABOVE STUDTO 6YFX_,IUM WALLBOARD 5d COOLERS -1" EDGE/ 10r FIELD FLooR GONNSCTION w/# LPT4 SIMPSON (oR STRAP w/(3) I L 11�G/STB PP 11�G �l 11�DO1�I/DOOR # D R STANDARD/ALTERNATE 'AU ® PLATFORM TO SILL PLATE5 OOFF EEAAI.STS TOO FA-JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) ALTEIRNATE USE 5NIPSON H23A) - NOTATION: A-MN43M OF bd NAILS a FJL END OF sTRAPPING(2oi8 1•IFCM,TABLE 3:i,P. 189) GONNEGTI ON E sTRUGTURAL PANELS: IN- B- NUMB-OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WPCM,TABLE 3238,P.240 I' or L ESS: Z G-Nt1MBER OF FULL HEIGFfT KING 51U[>r ® EA 5117E OF HEADER(2018 WFGM,TABLE 3236,P.292; . 10 �MMON 6• ID6E/ 12" FIELD L'1 GREATER THAN i : IOd COMMON 6' EDGE / 12' FIELD ALTERNATE AS PER TABLE 323D,P.243) ' 0 NAILING REG2UIRENIENTS ARE BASED ON WALL SHEATHING NAILED b O G. AT THE --- PANEL EDGE. D-NA13E R of Ibd NAILS,END-NAILED TFROUGFI ADJACENT KING STUD TO END OF FEAD132 O SIDE • 1_ . A D (200 WFGM,TABLE 3:r,P. 1s9) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULE5 SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. E-NUNBL3R OF.LACK STUD` o EA.END OF HEADER(2018 WFCM,TABLE 322F,P.288) a PLATES) CONNECTION EOR EXAMPLE, IF WALL SHEATHING IS NAILED 3° O G. AT THE PANEL EDGE TO OBTAIN HIGHER F-NUMBER OF Ibd NAILS,END-NAILS TFR L16H ADJACENT JACK STUD TO E OF 5111(5)o EA SIDE . • SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR p (DOES NOT APPLY TO DOORS)(2018 WFGM,TABLE 38,P. 19U d - SEAS ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE LISM TO .d A' d . 2 - WF�N WALL SHEATHI CONTIMUOU,' OVER GONNEG MAINTAIN MEMBERS,THE TABULATED NUMBER OF B E . • FOR STRAP - NAII-5 SHALL BE 3 Sd COMMON NAILS ® FA. s_ RSFTNIIwTI�T1i�IN 4' OF THE PERIBE METER TMETER6EDGEIOF THEL PERF�OOF. iNGWDING 4' ON EACH END OF STRAP (WRAP STRAP UNDER SILL PL) SIDE OF THE ROOF PEAK,THE 4'PERIMETER EDGE ZONE ATTAGM�iENT REQUIREMENTS SHALL B UC�f' E FASTENING SCHEDULE B d e • d F USED ROOPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS $ ' (IN AGC.ORDAWE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) FOR EA. PLATE TO STUD ABOVE OR BELOW - 2 ib d COMMON NAiLS A '� � NOTATION ,r�E° Iff/ ROUGH A B G D E F 6 w 'O^ ,�;Y � f 2'-0• 2 4'-0' 4 1 2 2 2 2 GABLE ENDHALL - SPL I G I NO OF TOP PLATE . BRACING/STRAPPING 03` 67, * - PROVIDE (2) 2 x10 HDR(MIN) U.O.M. 61-0" 5 1 3 3 3 3 � (B) - REQUIRES SILL PLATES OF 2"xb' (MIN) RAKES 12'OR TOP PLATE BL OC.KRJ6 2 FOR PROVIDE Q{=N Env 2 3 4 4 4 }-- SPLICE —} TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK a BLOGaN5 a 12.Or- I �TH I FOR WIND - EXPOSURE-5 BdG - FOR WIND - EXPOSURES B8G - 41-0*O.C. To Au�Ive Or- RAKE OR OTHER GASES ONE STORY SLAB ON GRADE ROOF BUILDING MINIMUM SPLIGPROJECT: E'�" BUILDING MINIMUM 5PLIGE=4 DIMENSION (1^Ta LENGTH (FT) DIMEISION (PTT-) LENGTH (FTS MARTINEZ TYP.STRAP►+/l3) '/2' sdNAILS E 1 RENOVATION 121-0' 2'-0 -6• 12'-0' 3'-0' of EA-STRAP l"•t��lG I 1®R �®LT SFEG I F I CATIONS I6'-O' 4'-O" ATTIC, 20'-01 4'-0•/5'-0• 20'-0• 51-0• BLOCAN0 2 BAYS 2465 BAY SHORE ROAD b'-12' SPECIFICATION (2018 WFGM TABLES 3.2A a 32B,P. 157-160) 24'-0• 4'-0•�5'-O• 24 b '-Or '-O• EArK a 4'-0'o CORNER �. GREENPORT, N.Y. 11944 CONDITION FOR ALL STRUCTURES: . ANCHOR BOLTS a 34" O.G. 28'-0• 28'-0•%00 5'-0•/61x• T''o• 32'-0• b'-01/11'-b• 32'-0' 8'-O' DRAWING TITLE: sEcorm FLOOR - lu W HOLDOWN ANCHOR BOLT 36'-0• �'-0•�8'-a• 36'-0• a'-o• - ' NOTES- I.TABULATED SPLICE LENGTHS ASSUME TOP PLATT:TO-TOP PLATE STRAPPING & NAILING DETAILS CONNECTION USING 2-I6d NAILS PgL FOOT.FOR SIiORTER SPLICE LENGTHS,THE NAIL SPAGINe SHALL BE RMXICM IN ORDER TO 40'-0• 51-0.110'-01 40'-0' Ir-0• BLOCKING 2 BAYS STRUCTURAL DESIGN LOADS 1. MIN."1" EMBEDMENT INTO CONCRETE PROVIDE AN EQUrVALENr 14*4MR OF NAILS BACK O 4'-0'0 G. END w/5' SQUARE WASHERS AND END NUT SETUP; 2.TABULATED 5PLIGE LENGTHS ASF V-V A BUIL GINS LOCATED 50'-0" lo'-O'A2'-b• 501-0' 13'-00 CONDITION IS' EMBEDMENT FOR G.M.U. (BLOCK) FOUND. d FILL INB TYP.STRAP H/0) it TOP TWO COUR5E5 SOLIDBd NAILS EA. T 3.TABULATED SPLICE LENSTM ARE BASED ON 8 FOOT WALL 601-00 IZ-0 A51-0 601-00 161-0" OF EA.STRAP 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HE16HTS FOR OTHM WAIL HEI614M,H,THE TABUATED UNIT LATERAL LOADS SHALL BE munrLIED BY wa, GE: PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIe rr5 HJLTNPLY THE ABOVE 'TO,-0' 14'-0' -70'-0' 19'-Or FIRST FLOOR NOTED MIN.SPLICE LENGTH BY THE FOLLOMdNe FACTOR r r (ADDITIONALLY,ROUND UP To THE NEAREST FOOT):3. ANCHOR BOLTS ARE TO BE BETY�EErt 6 d 12 80'-0• 80'-0' 22'-0' G-003 FROM END5 AND CORNERS (TWO ® CORNERS) a'WALL-IJ25 (SEE DIAGRAM TO LEFT) Io'WALL-1.25 11'WAIL-ITHIS COLUMN H/MULTIPLER BACK O 4-0 O.C. 4. COORDINATE w/HOL.DOWN LOCATIONS 12'WALL-IS I3 FOR IO'-O'HAALL DATE: 09/23/20 3 OF 9 4.TOP MATES SHALL BE A Mf OF lIA76RADE MATERIAL M150ELLANEOUS FRAMINO GRAPHICS GONTINUOUS BUILT-UP GIRDERS 3 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REOV FOR FRAMER TO HAVE A - F I REBLOGK I NO FOR PLATFORM V400D FRAMINO WORKING KNO14 ED&E OF THE AMERICAN HOOD GOUNGIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE Q a . M AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL GORE) BN vs h�IENTS ASSEMBLY REQUIRE : (POR ENO I NEERED LUMBER be. WOOD I-JO I STS] SEE MANU. 5PE0.15 FOR ADDITIONAL I NEO.) W N CONNECTION 4 V4 OF A WHEN 61RDERS MADE UP OF J015TS NAILED w DLSGRIPTION TOGETHER 51DE BY SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL PATTERN THREE OR MORE SUPPORTS,JOINTS ARE TO BE 1.FOR PLATFORM FRAME GONSTRIUCTION: THE SOLE SERVES -i U) N NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)80106 lad WAILS a 12.OL. MAX.32• P LOCATED BETHMN ONE SIXTH AND ONE QUARTER AS FIRE-STOPQIN&. Q . v? � _ THE SPAN LENGTH PROM AN INTERMEDIATE Q - FOR PLATFORM FRAME GONSTRUGTION: THE DOUBLE JOIST m �jj S S ls)ROWS 10d NAILS a 12•oL. SUPPORT- NO TWO ADJOINING J015Tr✓-, NOR MORE 2-FOR LA FOR+4FIRESOFFING. W � � P THAN ONE THIRD THE TOTAL MJMBER, ARE TO BE � TUDS FLAOR Da_a END3_FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE J f" Z SUBFLOOR �C (2)ROWS V2•m BOLTS a 12.OL.STAG6ERED; t JOINTED ON THE SAME 51DE OF THE SUPPORT. PLATE SERVE AS FIRESTOPPIN6. 0 (n L16 � ~ � �PLi4 -- 19 LT UP C7";V TR P MAX 32• NAILING- D (�Rows 1n'm BOLTS a 1a•O.C. 4.FOR PLATFORM BLAME CONSTRUCTION: THE DOUBLE ~ Z I` 04 PLATE �------ TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE � JOIST SERVES AS FIRESTOPPIN6. � ,�j �,{� SIDE WITH IOd NAILS,TWO NEAR EAG!-! END OF E (?J ROWS V2'O BOLTS O 24.OL_ O BETYfMN 1/6 EACH PIECE,OTHERS 5TA66ERED WITH A DISTANCE a L (� F (2)ROWS 5-5/8•TRIJSSLOCK SORB-6 a 12.0L. � t 1/4 OF A OF I6 INCHES SETVEEN NAILS IN A HORIZONTAL 5 5.FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING N O ''I OR OF NONCOM-BUSTIBLE FILL SGR ON SDE of M LINE;OR 611RDERS ARE TO BE NAILED FROM EACH _ Z O 0 I` 6 (2)ROWS S-s/s•TIZJSSLOCK SCREM a 161 OZ. P SIDE w/ IOd NAILS,TWO NEAR EACH END OF EACH 6-FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O N m O 5) EMEDROH5 ON N SIDE OF t JOIST, OTHERS 5TA66MM w/A DISTANCE OF 52' � AND 2 INCHES r- FOOD KiN6 PLACED BETWEEN H (2)ROYNS 3 3/s•TRussLOCK SGRB^G a 24•oL. �, BETVCEN NAILS IN A HORIZONTAL LINE. H [` JOIST 5GRE1•ED ON N 51DE OF WHOM - MAXIMUM OFFSET UJ ROWS 5•TRUSSLOGK SCRs a 12•oL. t ?.FOR PLATFORM FRAME GONSTRUGTION: THE SOLE AND Z J BUILT UP GIRDER MAX 52• THREE PIECE GIRDERS ARE TO BE NAILED w/20d Q JOIST DEPTH,d SGREYN V ON BOTH SIDE OF M3� P 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS MATCHED 51ZE OF BLOCKfN6 �' ---- 3SLor-- - 1 NAILS ON EA_ SIDE N/TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. (2)Rorer s•TraJssLocK SGREt"G a 1a•oL. i 4 � UNDER NON-LOAD BEARI FIRESTOPPIN6 AND K scRt3v oN BOTH SIDE of b8MBEI2 PIECE, INCLUDING INTERMIDIATE JOINTS, AND N/THE W PARTITIONS® 32' O G. BLOGKI S _ - - - - I OTHERS STAGGERED w/A DISTANCE OF NOT MORE 8.THE HEADER SERVES AS FIRE-STOPPIN6. 3 L scRENH7 oN Bonl SDE 4•oL. J t VaFBETH!M�A6 THAN 32' BETWEEN NAILS IN A HORIZONTAL LINE. m DOUBLE PLATE-/ - - -- -- -_- J Q.Two-INCH WOOD BLOCKING OR THE EouIVALENT SHALL > 1* O FOUR PIECE SIDERS ARE TO BE ASSEMLED AS BE ADDED 5ETPgE N STUD, IN PARTITION ADJACENT To Z m to GE I L I NO BRAG I NG STMNOM TO SERVE AS FIRESTOPPIN6. vi vq OANTI LEVERED FLOOR �4 YEADERS NOT NOTED Wm+CONNECTION PATTERN ON P SHOWN, AND NAILED N/20d NAILS AS SPECIFIED - 6 •-1 p. GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN A'me WOR SMAL LM FOR THE THREE-PIECE GIRDER 10.THE SPACE SETY A CHIMNEY AND COMBUSTIBLE FLOOR Y T4 � t cowr-LTT NON PATTERN15'Y�tE3N N ' 10'OR LARS92 , t FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WZ >- 4 wINITH Q Z TUD 2. EN SCR234NO OR NAILING FROM BOTH 5 EMS OF 143- - FouR-PIECE ANCHORING: :2- APPROXIMATELY 1-IWGH DEPTH OF NONGOt.,BUSTIBLE MATERIAL OFFSET FASTEMMS 1n'FROM ONE SDE To THE OTHER BUILT UP GIRDER P 61RDER5 ARE TO BE SECURELY ANGHORM TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC.SUCH it ,__I N SUBFLOOR SLE PLATE 2•x4•GONTMUOU5 6ABLE EM MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPIN6 SHALL NOT BE REWIR7�W!-EN THE BOTTOM OF V' W (fl LATERAL BRACE O 6'OL. TRUSS BED OLTTO STEEL COLUMNS. THE VERTICAL OPENING IS SEALED By PLASTER ON THE CEILING LA w r"I BAND BAND , 2t ION NAILS CTI�`� AND CHIMNEY-THE SPACE ABOVE THE FIRE-STOPPING SHALL BE I` = IA LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY GAN BE CARRIED O Q AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL vq J O NA I L I NO PATTERNS FOR SIDE LOADED BEAMS (ic. FLUSH BEAMS) PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS of THE INTERIOR FINISH.PLASTER CEILING ON NONCOMBUSTIBLE LATH,EXTEhtDING TO CHIMNEY FACES,WILL SERVE 10) -LOCATIONS REQUIRUN6 FIRESTOPPIN6- NAILS AS FIRE5TOPPIN6. STOP STOPPIN3 - F1Rf~ WOOD FIRESTOPPIN6 FiRESTOPPINB FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPTHS STOPPINS 5O1 U WLTIPLE-PIECE MEMBERS W JOIST #5d COOLER NAILS a to•O.C. F-NAILED' BOLTED'-- -- Irm = J 7 �BLAGKIN6 2N4•BLOCK NAILM To EA.SPACE 2 Rots 16d 3 ROWS 16d 2 ROMJ5• 2 ROM V 2 ROWsJs• VEIMCAL w/(4)tOd NAILS corT+oN COMMON BOLTS•�+• emTs VOLTS FIR s110F 4NG a II In •12'OG-• •12'OG.* OG•`ST I 112'OG. 0610 G_ WOVERIN9 5 APFLJM 5 LOCATION I LOCATION 2 LOCATION 3 ' 6Y Bo 20 9a.STRAP - TWO ROW2 12.OL. THREE ROM 12.OL- TO UHD@i51DE OF Q DOUBLE PLA :5d COOLER NAILS o 10.OL. (Io)bd NAI BEAM 5ELEGTION w/STD. NAILING . o . • ' • LOCATION 4 :+ JOIST SHALL BE LOCATED DIRECTLYNOTE- ENVKALL 5 AS NOTED IN NOTES 1 4 5 DENOTES ALT.FOR USE OF DRYWALL 5 4;MM NONcorEUSTE!£ LOCATION STUD`',UNLESS TOP PLATE 15 4'0 EDGE/12'a FIELD FULLY BLOCKED 1.TOP AND,VOTTOM ROWS SHOULD VE r FROM eases 50LE YID FIFEBTO�PPINS 0O61RT�D£it DE516NED TO CARRY THE LOAD SCREWS e6-IIs TYPE"OR 5 FIRSTOPpR16 2.BOLT HotJE3 ARE TO CE THE SAME DIAME'IeR As THE BOLT NO SHOULD 8E t.ocATM 2' TWO ROwS 24'O.C.5TA56ERM TWO BOYS 61 or_. LOCATION b LOCATION 6 FROM THE TOP Aso BOTTOM OF THE MEMBER EVEW BOLT MUST ExTEhD THQOUI6H THE FULL INTERIOR STUD DETAIL Tt"`�s OF TM M19-BER USE WASHMRS UWM HEAD AND,Nur. ® ® e ® e �11 OVERLAID ROOF 3.STAS6M EACH ROM OF FASTENERS BY 12'. ATTACHMENT 0 VALLEY 4.FOR A TM2�PIfiGE MEM3�THE SPcLIFi1�NAa Ns 5 FROM EAGFf�DE T>M FFLLLM \ © "ONcOmemaxie mmsympims S.FOM-FFZE 43ERS SHOULD ONLY BE USea Vi LOADSARE APFUM TO �ST� \ APPROX 1 INCH THICK BOTH SIDE OF THE MEMBER 6.VALUES FOR HALM,CONEGTION3 MAY BE DOUBL®FOR 6'0,C OR TRIPLED j FOR 4.OL_NAIL SPAWNS. LOCATION 1 IS I STD NAILING FOR TOP LOADED MA.TWLE-PIECE BEAMS. STRAPPING N/ T.2 ROWS OF Ibd C 0WM NAILS A2'OLJ FOR DEP"S 12'OR LESS \\ \ 4 8d NAILS LOCATION 5 FtRESTOPPrt+g LOCATION 4 \ e FA END a P.P. 6.3 ROWS OF 16d COt+"NAILS(12.OLJ FOR DEPTHS 01'W,Ib'a W_ LOCATION 10 FI1LL WIDTH 0o 0 2 (BLOCK - 0 00 00 %FIGONSTRU ,TION DETAILS I$ WIND LOAD PATH GONNEGTI ON DETAILS TOP PLATE LL 2•40 INTO ROOF NOT TO SCALE DECK FOR STRAPPING INSTL INTERSECTION DETAIL T.OR Hai NEK R.R 4SET K/ R.R.BRA" Fl-ATE LIPPER TOP F7TE AP` LLYNB2 TOE NAI CONT.5LOCKIN6 TOP PLATE SPIKED TO RP_% AL16N NE11 t ETC R,z.AS SROM KING 57VO5 4) PLAN VIEW NOTF_ 51MIAR o SFED' WOOD JO15T � WOOD JOIS ROOF,R.R.IN LINE CRIPPLE STUD00 — BLOCK I NG JOIST HANGER HEADER GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS OIRDER/HEADER N r WOOD O(RDER WOOD JOIST JACK STUDS • -0 z Lu Lu MEMBE2 I� 0 T - U JOIST FRAMING OVER WOOD GIRDER JOIST FRAMINO FLUSH WITH OIRDER/HEADER TYPICAL HEADER CONNECTION a 0 L TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF X 3 APPROX.30' N/THE MAIN MEMBER 4 STARTED APPROX. I.NAILS SHALL BE DRIVEN PLRPf:NDICUL.AR TOJ�THES A OF THE NAIL FROM THE t- T R END, THE MEMBER,STRAIGHT THROUGH AND 51-7-NT OVER AS A MIN.OF 0) NAIL DIAM.'s AT A QO• ANGLE 2.THE MIN.PENETRATION OF THE NAIL IN TO THE MAIN NET EER; FOR THIS APPLICATION,SHALL BE AT LEAST SIX TIMES THE DIAM.OF THE NAIL RAFTER --O NSNIEA511OFORE ERrLILS SBEIALLEED IEA.51M AA RAFTER JOIST WALL STUD WALL STUD MEN EN FASTENED TO A 2•x4'TOP PLATE OR 3 TOE NAILS BOTTOM PLATE BOTTOM PLATE IN EA.SIDE WHEN FASTENED TO A 2'xb'TOP PLATE BATHTUB - - SUB FLOOR DOUBLE JOIST DOUBLE JOIST —0 TOP PLATE O - GH I M. CHASE 5ECURI NO 0 5TD. SIDE WALL WALL STUD 0374�� NOTE: PROJECT: (SIM.a CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION N/STUDS TO ATTIC FLOOR 4 BLKYi TO R/L SIDI_i N/STRAPPING TO RJL SIDES) MARTINEZ tD TOP PLATE O O In Q1 HIND RESISTANT CONSTRUCTION CONNECTORS RENOVATION GRIM.CHASE WALL ° U z CONNECTION LOCATI0N: PART NUMBER: NOTES: RI DOE-TO-RAFTER51 052002111 APPLY TO EACH PAIR OF RAFTERS 3 2465 BAY SHORE ROAD RAFTER-TO-WALL H7 APPLY TO EACH RAFTER GREENPORT, N.Y. 11944 ' OOF ° RAFTER-TO-PLATE H5 or H2.5 APPLY TO EACH RAFTER DRAWING TITLE: Emz _ REQ'D BLOCKING -' v Q PLATE-TO-WALL STUD C520 0 1511 APPLY TO EACH WALL STUD HOLDOWN, ANCHOR BOLT, TO AL16N N/STRAPPING 4 Flu ® E,a` THE � ®?w � 2ND. FLOOR WALL-TO-1ST. FLOOR WALL LFTA or 0520 0 36" APPLY TO EACH WALL STUD STRAPPING, & NAILING DETAILS FLOOR/43-0. ® O HEADER-TO-JACK STUD 0520 0 1211 APPLY TO EACH JACK STUD STRUCTURAL DESIGN LOADS CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END PAGE: IST. FLOOR-UNDER-SILL PLATE 0520 WRAP UNDER DOUBLE SILL PLATE G-004 S 1 DE VIEW FLAN VIEW (USE WITH 3 SQUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. DATE: 09/23/20 4 OF 9 i GENERAL SYMBOL i< Y : NEW PARTIAL HEIGHT Q O _ EXI5T1N& TO BE DEMOJ_1514E7 WOOD FRAME (L.6. 511. . N WHEN APPLICABLE) LW I--- EXISTING TO REMAINNE3,4 FOUNDATION WALL J U) M NEW WOOD FRAME a-ei. Q N STL. WHEN APPLIGABLUa W v ® MIN. (2) 2"x4" STRUGTUt zAL P05T FOR 4" WAL1.5 Z qt (MIN. (2) 2*xbu 5TRUGTURAL POST FOR b" WALLS), I.I.O.N. 3: J Cy OL` IL N p Z I O c O N m O 1=- Z Q � W J -------- J 00 !-------! > O --------- EXIST. BASEMENT EXIST. HOSE BIB TO Z I vq ENTRANCE TO BE J F------- ' REMOVED BE REMOVED Y r"I O ------ EXIST. EXIST, EXIST. Q Z Tq WINDOWS TO WINDOWS TO WINDOWS TO I j r EXIST. STONE BE REMOVED BE REMOVED BE REMOVEDILL ------- I STOOP TO BE- - - ------- ___ ------- REMOVED - x -�---— --- LA r"I ----- ----------- 1` _ LA ii F-- ---- r-I .QJ O 1 \\ j-------- EXIST- DINING 1 �-------- ROOM 1 DOOR U m 1 [BE:I TOREMOVED W w 1 1 I"" j 4 EXIST. LIVING III = J \\ ROOM III U J I _ X ' EXIST_ KITCHEN 8 STAIR WALL III i Q i 1 TO PROV. TEMPORARY SUPPORT i - TO BE REMOVED;CONTRACTOR ~1EXIST. nl L------- FOR ALL EXISTING FRAMING X 1 XIST. W MASONRY -- ABOVE PIER W vi ALL KITCHEN --- � l EXIST_ FINISHES, GABINET5 I I I STAIRWAY TO 1 1 8 APPLIANCES TO I ( Iol 111' BE REMOVED 1 . BE REMOVED I !�1�) >> I EXIST. rr _ WINDOWS TO EXIST.2"xb' I I , II _____ BE REMOVED P.J.® 16' O.G. EXIST. EX15T. i , I I Q EXIST.2'x6' PARTIAL EXIST. WINDOW 1 II I - JI u T-REQ EXIST.STL. lu P.J.® 16" O.G. REMOVAL OF TO BE REMOVED i FOUNDATION C.M.trylpi IL 0 EXIST.2"x8" 1 I ' Q �1 WALL FOR NEW EXIST. CLOSET d I I L----A P.J.® 16" O.G. BASEMENT I 1 DOOR TO BE EXIST. 1 I I ENTRANCE REMOVED KITCHEN - � U J I I EXIST.21x6' z cr , , I _-- ' I f ---- III 1 P.J.® 16"O.G. x _-__ 1 - -- I n EXIST_ HVAC III I I EXIST. 1 h1 _ � ) EXIST. I I I RETURN TO BE III I cn F 1 BEDROOM fill X RELOCATED w r------f III I w F w III EXIST. EXIST. II6BATFfRDOM I UP EXIST. W!NDOW EX15T. i TO BE REMOVED EXIST. ELEGTRIGAL PANEL TO BE REMOVED 8 RESET IN BASEMENT;ALL INSTALLATION EXIST. AS PER NYS ELECTRICAL WINDOWS TO FOUNDATION DEMOLITION PLAN GODS BE REMOVED 50ALE: 1/4" 1,-0" F I RST FLOOR DEMOLITION PLAN 50ALE: I/4" = 11-011 F�- Z W O U tiJ Q EX15T. ATTIC �'� i• R�! EXIST. WALL EXIST. WALL 8 / r DOOR5 TO BE DOORS TO BE 17`.�C'1 REMOVED REMOVED P -------- -- --------- I; � i 1 II II II / -H i , LL EXIST. WALL 4 L-L POOR5 TO BE REMOVED If PROJECT: � I liI I it l 'II ' MARTINEZ III I III �� EXIST. r----F- EXIST. III EXIST. W':NDOW� 1! \F i -DN - j BEDROOM III EXIST_ WINDOW RENOVATION N OV ATION TO BE REMOVED 1 I � i -_--i i i f TO BE REMOVED / \ I BATHROOM I I I I FF-- 2465 BAY SHORE ROAD I If, , 11 GREENPORT, N.Y. 11944 - , L------------ ------------ I , 11 I --------- -- �- ----------- EXIST,! TO BE L J REMOVED -_ i EXIST. WALL d DRAWING TITLE: �I DOORS TO BE EXIST. STAIR REMOVED PROPOSED DEMOLITION PLANS $ SURROUNDING WALL-5 TO BE EXIST. REMOVED ATTIC PAGE: SEGOND FLOOR DEMOLITION PLAN ..1.00 SCALE: 1/4" = I'-0" DATE: 09/23/20 5 OF 9 O NE AL 5""rMBOL KE)" : ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES, INSTALL AS PER MANU. 51PEG.'s. SEE PAGE •67-003" FOR - - - � NAILING d STRAPPING DETAILS. DOOR SCHEDULE Q C NEW PARTIAL BIGHT --- - N DOOR MATERIAL EXISTING TO BE DEMOLISHED 1.1 ' WOOD FRAME (L.G. 5TL. WINDOW SCHEDULE -- - W W - - --- MARK �� D-SGRIPTION 0 Q Q NOTES J '- N WHEN APPLICABLE) -- - - - -- - -CRESS - �� EXISTING TO REMAIN -- ----j ND�I FOUNDATION WALL WINDOW -� MODEL # OPENING WINDOW DIMENSION �WbTH 'D: 20' SIZE THICK --_ - U1 I I a N I-- � NEW WOODAPPLGABLEJ t-`-� WIDTH HEIGHT WIDTH HEIGHT ---- I---1 CALL-OUT i�16HT 1�Qb:24' EXT-RtOR � W � � -- OPEN REQb: 57 S.F.S -_ O w d. ® P'ON. (2) 2ox4m STRXTURAL ST FOR 4' WALL A CASEMENT GXI3 2'-b' - - - 3'-0 2'7 F---][2'-il �° OI SINGLE 3'-0'X6'-6' r Z111 ___- �J (MIN. (2) 20x6' STRUCTUIZAL B CASEMENT CXWI4 3'-0 4'-0 l' 2'-11 E' 4'-0- 4.0 SF. 02 SINGLE 2'-6'X6'-5• i' ~ = Z N POST FOR 6° WALLS).U.O.N. �-- -- --- r f=--=- - _. L �(_- 0 ~ J Li) --=151- 03 I DOUBLE 2'-6'X6'-8' 1 �S G.. N O GASEM-NT GXIS 2'-8" 5'-0 2'7 4'-II a.6 S F. f iIII) ANDERSENIt 0 DG (A Ix `} �GX2'-5' IFS'-0 �' 2'7 �' 4'-11 �' ab S.F. 04 � DOUBLE 2'-b•Xb'-b' EJ= DOOMO N m O CASEMENT- - �� GX?S 5'-3 " 5' �'-2 " 4'-II ° q 8 5.F_ 05DOUBLE2'-6'X6'-5' rFANDERSEN R-NGH DDDR. ~ F CASEMENT GXI55 2'-5" 3'-5 2'? 1' 4'-4 �' 6.4 S ! IL- - -- INTERIOR - SECOND FLOOR z 6 AWNING A251 2'-4 2'-0 -- -- --� -_ -- ---- OOP SIN6LE� 00 2'-O'X6'-b' • �� l J H CASEMENT OXI5 2'-b' 5'-0 J' 2'7 4'-il �' �b SF. Al IL I > It 0-1 4-PANEL SLIDERS 2'-60X6'-8' e-I Tq - .!- AWNING AR2bl 2'-b' I'-r� " - 2' '7 I''5' - 0a SINGLE 2'-0'X6'-b' • Y 1 O JLl« 1 SPECIALTY WINDow ------- Q Z e-I c� 12 LL W co LA cr r•I K 11 O 1~ � LA J .11 _jl i W Ur WC FOUNDATION PLAN NOTES F - - - - - - - - - - - - - - � FLOOR PLAN NOTES '- U I 1 TYPICAL LEDGER BOARD a EXT. DECK: O DOOR NOTE: OI I I I. INSTALL NH^l INTERIOR DOORS WHEN GALL® Q I I. (1)2"x P.T.BD.TO MATCH DEPTH OF JOISTS OUT ON PLANS E3Y '.JEL174y EN'(OR EOUAL). 2. SECURED w/(2)5/5' 4' x 5'LANEi HD.OPAL-LAS, I I 2_INSTALL NS^1 EXTERIOR DOORS WHEN GALLED \ BOLT'5 a 16'O.C. I i OUT ON PLANS BY'T#�MATRU'(OR EQUAU. \\ 3. INSTALL H.D.6A-V.JOIST HANGERS BY SIMPSON'(OR 3.DOOR TYPE TO SEL_EGT EQUAL) ' I 4.INSTALL AS PER MANU SPEG.'s 4. PROVIDE FL A-SHING TUCKED UNDf3ZNEATH SIDING 4 I I BENT OVER TOP EDGE OF LEDGER EV = EXISTING WOOD DECK -, S. SM NOTED DETAIL I I O WINDOW NOTE: z REPLACE IN KIND W/ z 1 I 2 I. ALL NEW WINDOPG 4 DOORS SHALL BE wm COMPOSITE DECKING wm FOR WOOD STAIRS 0 GRADE: ANDERSEN 400 SMIE5 CASEMENT,DOUBLEHUN6, I I OR 6LIDINS,(AS NOTED);INSTALL A5 PER MANU. O 4"THK.P.GONG_PAD a' WIDE x REQb LENGTH UPON 3 3 6'GRAVEL UNDER 2'x12'P T.STAIR STRINGERS O i 1 SPE--.S. FOR SLBSTITUTION5,SEE NOTE*q IN z MAX. 16' 0.G_,U.O.N.(MIN.5 STRINOM-5) 'GLASS WINDOWS AND DOORS" ON PACE 6-002 2.IF CASEMENT HMPOW5-ALL CSMNT WNDW5 SHALL HAVE STRA16HT ARM HINGE 114-EN OPEN EDGE OF NEN DECK TO > 3.IF DOUBLE HUN&- ALL DBL HUNS,WNDWS TO BE O - ALIGN WITH EXISTING 00 - ED6E OF NEW DECK TO I O I TILT WASH WOOD DECK O GRADE ALIGN WITH EXISTING 4-ALL GLAZING WITHIN ib'OF FF TO BE TEMP.CA- Poop L WOOD DECK® GRADE I I ,"q• I 8:_3■ a'3' I IN COMPLIEPRESS ANCE WITH NEW YORK STATE BUILDING I- - - - - - - - - - - - - - - - - - - J CODE,5115--TION R310.2.1;THE FOLLOWING MEANS OF - �( `�_ - - _ E�55 SHALL BE FOLLOWED: ��-/- NEH(5) P.T.2°xIO'DROPPED BM. --- °, NET CLEAR OPENING 57 SF- I n - - - - - - - - NET CLEAR HEIGHT 24'MINIMUM -- I; -- NET CLEAR WIDTH. 20' MINIMUM NEW 8'd' P.GONG. L NE54(2) P.T. 2'x10' - tEW(2)P.T.2NIO" Y NEPq SONOTIJBE UPON --- DROPPED BM. DROPPED BM. - -P I 12"xl2Nb'DEEP P. 5 � 1 WINDOW/DOOR FRAMING: � GONG.PAD FTC_ m m _ 3O SEE PAGE 6-003 FOR FRAMING _ e i x (TYP.U.ON) x aQ V I 13EMENTr AROUND DOORS AND dJ vi I tV n X6 I _ WINDOWS(TYP-FOR ALU VOR a ly O = 1 Q® NEW 10'op P.CONG. a ® NEW 10°0 P.CONC. 1 I 50NOTUBE UPON 3 SONOTUBE UPON ti ® SPIRAL STAIR d RAILING NOTE: w w? I5'xt5"x12" DE33'P. w? I5'xlD'xl2"DEEP P. 3? I O SPIRAL STAIRWAYS SHALL COMPLY WITH THE to I z l] GONG_PAD FTG. z U GONG.PAD FTS- z p i REQUIREME341T5 OF IRO SECTION R311:1 EXCEPT AS SPECIFIED IN SECTION 8511-7.10.1 AND STATES: er r--- r-- ---, --� I I. THE CLEAR WIDTH AT AND BELOW THE HANDRAIL ;6 � 2 --- NEW P.T.2'x10' NEW P.T 2'x10' NEW T. 2'x10' NB^I xi - - SHALL NOT BE L.E55 THAN 26' - NFM1 WOOD DECK 131-_ ..LL-� J,P _ 13) P.T.2. 4 2_ THE WALKLINE RADILS SHALL NOT BE GREATER 5 Gor�Po51TE DECKiN& 1 DROPPED BM. DROPPED BM. ; DROPPED BM. _P THAN 24 �L L----.J L---- J L- I 3. EACH TREAD SHALL HAVE A DEPTH OF NOT LESS Q U 4 v m %q V THAN b i" AT THE WAL.KL.I1� NE3qftl 1 O EXISTING F ) n O O 1 4. ALL TREADS SHALL BE IDENTICAL AND THE RISE O DN- I iw _ I I if BASEMEN _ SHALL BE NOT MORE THAN q J' , _ I I OI Q ENTRANCE TO � ( a-LD® 0 ® I O S. HEADROOM SHALL BE NOT LESS THAN b=6' in F - - - - 1 Q 6 i ® BE FILLED I 1 I I i X1u-� Y I 3u�-i 3�u-i I STAIR 4 RAILING NOTE: y z 4 z D z Q O I. ALL NEW STAIRS(EXCE3'T SPIRAL STAIR)SHALL HAVE �:_'■ _p Z NEW P.GONG. i MAX.'73/4'RI 4 MIN- 10'Tr-RISERS SHALL BE - NEK 45) 1 Z 3 1 D NEN 6(13) LAJ � i WALL ( /� CA-05M - 2'xb'POST _�L_ _ _ I 2. 42' HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO I'-o!2 '-a� 6'-S' '-�/2 2 ALLAW PASSAGE OFA 4 4' SPHERE;36'H160 NEW« NEW(2) V HANDRAIL 4 SPINDLE SPAGIN&NOT TO ALLOW 2'x8' t417R _ 2'xa'HDR NEW HOSE BIB STRUCTURAL NOTE: NI3^i(2) LOCATION STRUCTURAL DJ 16N OF FOOTINGS PASSAGE A 4 4' SPHERE 2'xa'HDR Nbl(5) 175'xq 5'6_P.2 OE LVL - T EVALUATED ASSUMING A 501E 3. 6RIPPABLE RAIL AS PER GODS ® n i I tii m "� BE ARIN6 CAPACITY OF 2A TONS/5F. -� 2 3 I 3 x ? UI n Q w F SMOKE DETECTOR/CO DETECTOR NOTES: ill Q 1 u I m D IA Ill 6 1 V.IF.EXIST.2'xa' -. I V 1= Q I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT F.J. 0 16'O.G.FLUSH HDR5'- 3 u_ I Tic n NEW BEAM Ip Q � !2)NEW f�STANDIN6 r,�(0KE/GAIZHOfy MONOXIDE COMBINATION DETECTOR 3L NEW WOOD � O 'i "�w 1 3 3=1 POCKET lTYP) la 100 6A1_OIL TANKS HARD WIRED TO E NC.H 0743Z w/BATTERY BACJa P. PROVIDE 51MP5ON L1J522 A� 4 O 1 FLAOR n I� O ;p x NE H VOVLE55 z� 2 3 L'AL_ UPON 4'POUIRM CONG. 2.INSTALL ALL AS PER MANU_SPEC-15 z x= LL1526-2 HANGERS TO F.J. - p tr x= ! � 6A5 FIREPLACE; G op SLAB,V_I.F.L.EN&T H 4 4.SMOKE DETHGTOR AND CARBON MONOXIDE DETECTOR n'® I w ® t NEW SIMP50N K cr In- - H.O.TO SELECT LU52a-5 HANGER F QI WIDTH OF SLAB IN COMPLIANCE WITFf IAGAL CODE 4 HORS AS REQb ' 1 3 ® z 3 ® 1"`> uj I MODIFIED ilu n- In m NEH OUTDOOR E i H z I LIVING/DINING ROOM Iz 3 m �n x X x 5 SHOWER OPEN TO N 310 5F. To Nf3^t(3) 2'x0' FLUSH N T n ABOVE '�-4�{'" 26 MIN--I ENEATtI sr m i vF J.® IGT O C 8 Ah'G COL ABOVE d _ _ n z i NEI^l )2'xa' d) a¢. I FLUSH HDR '�� 1 ;�JI. V.IF.EXIST. m Id2 X W.F.NEH(3) 2'x4' - � � 2 BTL.COL V.I.F_EXIST.2'xa' ATTACH F.J.TO FLUSH 2 3 'y� ,,0� � �'�j, ,In CORNER POST EXIST.AG UNIT M F.J.O 16' O.G. h 24'x24'xl2' I "� ¢ pJ (TYP) HDR w/SIMPSON f A LU526 HANGERS Ztas7Atiy o' DEET'.P.GOh4G. ALIGNS w/EXIST. ON CONCRETE in � FTG.(MIN.SIZFa NEW 55"4P STL_ CMU WALL.CONTACT PAD 1 3=1 < rr C OR PROVIDE NEW ARCHITECT IF 6'-2' = - �J - BENEATH 4 NEN(3) 175'�t725.O.P.6.P.2AE LVL B dJ EX15T.WATER , COL.ABOVE i F MIS--ALIGNED. - - - _FLV5H HDR BENEATH WALL ABOVE 1- - - 4, HEATER TO--\ �Y-:�` � REMAIN L. J I NEW BUILT-IN --�21 "6P ILL15H HDR A2AE - ° ��,, 0 3 7 P"13� `C'1 ELECTRICAL EXIST. I I NEW 'BIL.GO' GABINJTS/ POST TO RIDGE ABOVE 0 � ti MASO�Y 1 E _ L-VE5 ( EXIST. EXIST. �` PANEL NE3^I \0 PIER - SIZE 'O', p '-6• 3=7' 1-0" 4'-O' GL. GL. _ LOCATION ID �►~ 471^056"L. - ° PROJECT: lA U EXIST. 2'x6 I I n N f • ,p W Nf"J^l 2'xa'FlJ15H NEW(3) NEid WOOD I EXIST.BTL. D- F.J.® IOP' O G1 1 X X L _ BENEATH POST ABOVE _ 2'x4'POST FLS NEW(3) 20x6" COL.(TYP) uLi EXIST.2•x5't F J.O I b' O G. I P05T DENEAT14 ' 1 I MARTINEZ 0 I I ' !} _ ;p p V.IF.EXIST. `r W.F.EXIST.2"xa' POST ABOVE dp 3 O EXIST.20x6` x EXIST.2'x6' x i I = 1� - 2k$ F.J. F.J.0 I6" O.G. EXIST. . 2"xb" F J.a IOP. O G. I i z 113U;N �� - - °16'0 - - - - 2 3 R E N OVATI O N EXIST. n n n Nf ^4 WOOD z p 1 NEW NEN BEDROOM 1 _ n KITCHEN GAS RANGE NEN(3) w 215 SF. N X U1 EXIST. f I O - a _' 2'x4vPO5EXIST.2'xa z- W X }�� 1�4(2)P.T. SISTER NEW 2'xa' o 0 u, DUCT , I 2ka"HDR A TO EXIST.F.J.o 161 O.G_ 2465 BAY SHORE ROAD 0 ul Q' _ EXIST. Y.IF.EXIST.2'xa FOR THIS AREA ONLY F.J.O 16' O.G. _ who 0 2 3 BATHROOM F� 016 o� 3'-0' - GREENPORT, N.Y. 11944 �� ° - NEW(2) 2•xa•FLUSii HDR BENEATH WALL ABOVE Q L , EXIST.E3011 ER ® EXIST. EXIST. n 2 3 RIS. DRAWING TO BE TITLE" REMOVED W.F.EXIST. 2'x5' B PROPOSED FOUNDATION PLAN VNEW BOILER;MINIMUM B THABC NIE;�B�A ITi-IROOFI WA DE AS � NEW(3J � A ,-�� 4'-8• 10,000 BTUS POST PCSSI13LE PROPOSED FIRST FLOOR PLAN RELOCATION FOR 2 5 VWAr-RETURN; STtt�STOOP TO ' j CONTRACTOR TO p BE CLO--M IN; - NE H 2 175'�CT25.6.P. O - COORDINATE W/H.O. FOUNDATION PLAN UNCONDITIONED 2.0E LVL FLUSH HDR O SPACE BENEATH WALL ABOVE SCALE: V4" = I'-0" PAGE: 333• A-101 F I RST FLOOR PLAN 8 SQUARE FEET SCALE: I/4" DATE: 09/23/20 6 OF 9 6ENERiAL 5)00'MBOL KE)00' : ALL MM ;q1NVOV6 SHALL M ANDER5EN 400 SERIES; INSTALL AS PER MANU. SPEO.'s. SEE PACE '6-003' FOR DOOR SCHEDULE (L cv) NAILING 4 STRAPPING DETAILS. NEW PARTIAL HF-16+4T 11MON SCHEDULE DOOR MATERIAL CN EXISTING TO EM oEW)LI5HM HOOD FRAME (L...6. MARK DESCRIPTION 4 it1 NOTES LLI EVRE56 WHEN APPLICABLE 0 cm CLEAR SIZE THICK- In ROUGH OPENING WINDOW DIMENSION (j) EXISTING To REMAIN NEW FOUNDATION WALL TYPE MODELOPENING L_X yu-3 04 NEW P400D FRAME (L.5. CALL-OUT P4117M REOV: 20' ABLE) 7:1 f-EICHT REOV:24" OR Lu r-1 STL. WHEN APPLIC [N�11 HEI plic" IF HEM�HT�OPEN I;WV: 51 S.F., LL1 Z MIN. (2) 2mx4w 5TRUCTLIRAL =A [- OAS 21-el" -IF 5--o IF 2 01 SINGLE L --ax-15 11 ___ � __ - F - cl) - 4'-0 21-11 a- 4'-0' C1.0 SF- 02 SINGLE IF = Z cm POST FOR 4" WALLS (MIN. (2) 2"xb" 5TRUCTLIRAL OXPqI4 POST FOP, 6" WALLS),U.O.N. B -mENT 1F 5'o in lo _j Lo I (L -,< 21-1 S.F. NDERSEN 04 Q CASEMENT CIX15 2=-w 15,-o in 0�3 keLE FRENCH DOORS L0 0 ANDERSEN It CASEMENT FRENCH DOORS 0 '1 1 04 DOUBLE z cq ca 0 (4) OX15 in &b S.F. I I md" F_ E ANDERSEN :70=A5EM=ENTF X25 4--jr 5--o in 1: 5'-2 in 05 DOUBLE F FRENCH DOORS Z V-4 INTERIOR OX155 CASEMENT F b.4 S.F- INTL SECOND FLOOR 6 AWNING A251 V-4 ob SINGLE _j in IF_2,o -JE IL co 1 07 4-PANEL SLIDERS > ne S'-0 in ]F-2.--, ab 5.F_ H CA501IIIENT CX15 F AR2,e,l 1---5 I,__5 'H --= -IF C) Z-O"XV-6 05 SINGLE SPECIALTY PqMOP4 z >: 4 IF < Z T-1 cc _j c� 12 LL UJI (D Lf) Tq K 11 1%- Lf) LIJ 0 UJI C.) :c _j FLOOR PLAN NOrE5 0 _j Ix DOOR NOTE: (D 1. INSTALL NEVI INTERIOR DOORS ki-IEN GALLED OUT ON PLANS BYJELV-Io'EN'(0R EaUAIJ. 2.INSTALL NEH EXTERIOR DOORS IAIHEN CALL-137 OUT ON PLANS BY 'n-L�TIZY(OR EQUAU. 5.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU SPEC.'s WINDOW NOTE: O I. ALL NEW WINDOWS 4 DOORS SMALL BE ANDERSEN 400 SERIES CA5EMENT,DOUBLE, OR 64-10IN5(AS NOTED);INSTALL AS PER MAN). spEc.IS. FOR suBsTinmome:7,sm NOTE" IN 'CA-A55 WINDOWS AND DOORS'ON PACE 6-002 2.IF CASEMENT k4It'VOII"IS-ALL CSMNT"AW6 SMALL HAVE STRAIC+tr ARM MINCE MEN OPEN 5.IF DOUBLE HIA16 -ALL DBL.HUW,"OHS TO BE TILT HASH 4.ALL CA-AZINSP WITHIN 15" OF FF TO BE TEMP.CA- ECARE55 NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDIN6 COVE,SECTION 83102.1;THE FOLLONIN&MEANS OF EGRESS SHALL BE F0L1.OHEI;i-- NET CLEAR OPENING_._..._.5.1 5.F. NET CLEAR HEIC*M-----24" MINIMUM NET CLEAR WIDTH_........_-20' MINIM WINDOW I DOOR FRAMING: 0 SEE FACE 0-005 FOR FRAMINC, v 1 0 7 ELEMENTS AROUND"DOORS AND < WINDOWS (TYP FOR ALL)U O.N. rL rL SPIRAL STAIR 4 RAILING NOTE: Ln SPIRAL STAIRHAY5 SHALL COMPLY ki"THE n! REwIRe_ff2%rrs OF= jfzo sEr_--noN EXCEPT AS SPECIFIED" IN SECTION f;041.1.10.1 AND STATES: I. THE CLEAR WIDTH AT AND BEI-0114 THE HANDRAIL SHALL NOT BE LESS THAN 26" 2. THE KALKLINE RADIUS SHALL NDT BE CII7,r-ATER NEW(2) _'O. NEW BALCONY THAN 24 20xb" HDR 5. EACH TREAD SHALL HAVE A 01150TH OF NOT LESS THAN 6 J' AT THE KALKLINE 4. ALL TREADS SHALL BE IDENTICAL AND THE RISE N5q(5)2"xb" NEW(2)2 11"NOR NEN 2*xb"-- NEH(5)2)(b*HDR SHALL BE NOT MORE THAN el Rj;?_ 5. HEAVIZOOM SHALL BE NOT LESS THAN 2 STAIR 4 RAILING NOTE: Z 1. ALL NEW STAIRS(tXrA3=T SPIRAL STAIR)SHALL HAVE Lu MAX.7-3/4"RI 4 MIN. 10' Tr -R.ISERS SHALL BE �1_11:12- FLOOR ------- -77 CLOSED 7 0 2. 42*MON 6UARDRAIL 4 SPINDUIE SPACING NOT TO ALLOW PASSAGE OF A 4* 10 SFHERE;56,HIGH VAULTED HAH:)RAIL 4 SPINDLE SPACING NOT TO ALLOW -A7 0 CEILING %J PASSAGE OF A 4" 40 SPHERE NEPq NEW OFT X 5. CA;UPPABLE RAIL AS PEIR,CODE VN. 240 5F. L. -:c 0 Q OSMOKE DETECTOR /C0 DETECTOR NOTES: EXTEND NEW KALL\ A EXTEND NEK HALL 7 I. CONTRACTOR SMALL pRosvqM COM COMPLIANT 2 5 TO SUPPORT NEW TO SUPPORT NEW T COMBINATION DETECTOR =Pq WALL -ILI -EXTEND NEW pAALL=--___ SMOKE/CARBON MONOXIDEQ ROOF Me4BERsA _.___EXTEIIIV NB ^l ROOF MEIMBERS, HARD 11415tED TO EACH OTHER W/BATTERY BACKUP NE34(2) SUPPORT NEK TO SUPPORTLu NEW 2"Xb" HDR5 ROOF ROOF III'fEMBERS 2.INSTALL ALL AS PER,MANU.SPP 25 till 5.-S. 4.SMOKE DETECTOR AM CARBON MONOXIDE DETECTOR NEK(2)T- IN COMPLIANCE VqITM LOCAL CODE 1 (2)2'x12 MDR MOIR --------- c. < V 1011 HDR III; v i EXIST.RlpeE; - EXIST.RIDGE 2 5 =1 NEN(13) -6. EN MEMBERS AS REGV T 1 01-1 515TER NEN WMBER5 AS REQ-0 TO Ap -01 13 0 In -2"x4" POST 5 NEIIII 0) 2" PROVIDE PROVIDE 0)2`xe�*OR W 2'xl[O", -1 dj N \� in TO Moe P05T TO MVR IN-., "I I MODIFIED N-0 -,,, NEH(4)PANEL EXTENDING,TO EAST.EXT:17JOR WALL V:ti(S EXIST EXT IIIIIALL E3 _pqOOv SLIVINC7I I �' i"` `` ,`.i l M'u X.0" BATHROOM NEW BUILT-IN A] x- tu xci sr. SHELVES DOORS tu " 2,; - HEAL)ER HEICA-tr TO 60 MODIFIED N11 i jj 0 iN a ALLOW FOR MIRROR BEDROOM B®A1^1;TE30 IN FIELD K t7 "f' 5 Sr__ 4 J1/ 21c F, 037a0 tu CEILINr,_ 0 OFN X CIL. ILI NEK k4O(:;V z k PROJECT: j I FLOOR EXTEND NE314 In NEW:2' HALL TO X NEW M" I I I I I �R.R.a 2*x4' POST SUPPORT NE3Noq TO WR NEK(2) NEK(2) J ROOF MEMBERS • -5. "It NEIJ(2)2 WiR In NOR tr : 1L 2"xb" HM 11:12 VX5 MARTINEZ NEW(2) 7� :25c5*MDR 2 5 F NATURAL LIG+M 4 1 RENOVATION VENTILATION FLOOR AREA m S.F. EXTEI'IID NE10 4 KALL -5y2. 4-I�2- TO SUPPORT NB41 %Rm. ROOF flEMBEF;n6. FROV. 2465 BAY SHORE ROAD 1_16*MNO;MIN-m 14.0 5.F- IC1.4 5F. OF FLOOR AREA GREENPORT, N.Y. 11944 VENTILATION;MIN. T O 4%OF FLOOR -1.0 5F_ 16.5 S.F. AREA DRAWING TITLE: SECOND FLOOR PLAN ROOF FRAM INO PLAN SCALE: 1/4" 11-011 PROPOSED SECOND FLOOR PLAN 580 5GUARE FEET SCALE.- 1/4" 1'-0" PROPOSED ROOF PLAN PAGE: A Elm " 7102 O�FENINO �2--5__xb F_c_xI55_ E :72 f-7 =7_ _771 Z" oil >. DATE: 09/23/20 70F9 SECTION NOTES i _---------------_--- EXIST_ ROOF 1IEIGFfT Q O ELEV. +235' N ONEW ROOFING NOTE (TYPIIll I. INSTALL NEW ROOF SFfINGLES TO MAT:H E)CISTIN6 UPON NEW RIDGE A5 PER PLAN 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO M 24' FROM INSIDE FACE OF STUD WALL_AND AT VALLEYS I J _ OVER 2 3.INSTALL 15 *BUILDING FELT NAND 01/ER �y12 T1 N 4.1/2" COX PLYWOOD SHEATHING(BLOG<ALL SEAMS) 5.GAP SHINGLE OVER RIDGE 4 HIPS(A,i REQ'D) J ZVAULLTEry 6.PROVIDE RIDGE Vlal'T(AS REQ'D) �Aly3b 2 m 8.00 (4) 3/8 HD.G. LA6(/ BOLTS (PREDRILLED) O w �.1. FLASH ALL VALLEYSGEILINGGEIIN6� - B.INSTALL DRIP EDGE AS REOV N Z � 9.INSTALL ALL A5 PER MANU.SPEG.'s - - -/ `-- J H cr- O2 TYPICAL ROOF 4 CEILING GONSTRLIGTION: 4 3 8.00" - \ - - - - - - 0- - - - a N co _ O i� O - z Off ~ • NEW ROOFING AS NOTED \- • 1/2"COX PLYWD �j"HEATHING(iA-x/anKIl'{�7® ALL - _ PLYWD SEAMS) ip .00" 50" 3/8" THK. PL. O • R.R,G.J., 4 G.T.A5 NOTED ON PLANS(o SPANS = N m O OVER 6' INSTALL 'X'BRIDGING O CENTER OF SPAN.U.ON) y411 y411 3,8" THK. HD. � • MIN. OF R-49 SPRAY FOAM INSULATION QALY. PL. MODIFIED 125" Q TYPICAL EXTERIOR WALL CONSTRUCTION: NEW LOFT BEDROOM -_- O O SECOND FLOOR 3-1/2" OD. 50H. 40 HOT GAP PLATE 'A' _ix O UPON "TYVEic'HOUSE WRAP(OR E0U/4J -- - lu III ELEV.+10.7' DIP 6ALV. STL. COL. .J • UPON I/2' GDX PLYWD.SHEATHING(MOCKING 0 - (ASTM AI23) AS PER FOR CONNECTION OF STL. COL. TO (2) 1-3/4" WIDE 00 • 2 6 STUDS® I6'PLYI rO.G.w/VOL.TOP PLATE _ VSISTER NEW 2X8 FJ O O PLAN WELDED TO PL. LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER _Z co • MIN.R-13 CAVITY INSULATION W/R-5 CONTINUOUS CANT11E1/ERED BALCON�, TO E)CIST 2X6 FJ dl u> . 8"x8'x3/8' THK. -� V-1 C) - INSULATION/6 YT1. BD.WALL FINISH / \ ��6STL. BASE PL. Z � 1, / \ - 8.00" O NEW SIDING NOTE(`TYP.I: o 00 O (4) 1/2' HOOKED ANCHOR O I. INSTALL NEW SIDING TO MATCH EXISTING UPON B TS RED LAG Q Z c� �p BOLTS EMBEDDED INTO Q BOLTS (PREDRILLED) LLL W 2.'TYVEK' HOUSE WRAP(OR EQUAL) \ / 3.INSTALL ALL AS PER MANU.SPEG.'s FOOTING MIN. 4" W/ OVERSIZED - - - - - - - - LA � r•I 4.PROVIDE ALL NECESSARY TRIM FOR PROPERNEH OAK\ / UPON EXISTIF f�N / WASHER AND END NUT SETUP O _ ,\ O Lf) INSTALLATION 5.SIDING SHALL EXTEND TO TOP OF FOUNDATIONSUB-F1' S / " WALL MODIFIED NEW - - - - - - - - - -�C- - - O - - - - r•I J O ----.. _. LIVING ROOM KITCHEN FIRST FLOOR I -- - -- -_/--- --- -- -- - - - - 5 NEW 10"O 'SONOTUBE'UPON 19'"XIWXI2•E P.GONG. I I 1 ELEV. +Is' 8A5� PLATE 'A' - - - - - - - - - - - O FOOTING O U FXQ5T.DECK 6 9 - - - L - - -- - - w O NEW 6'0 'SONOTUBE'UPON 12"X12"XS'DEEP P.C-0110- 7 7 3/8" THK. PL. FOOTING V411 3/8" THK. HD. = J J 1.50" OALV. PL. 6 5 = GAP PLATE V NEW 4'x4 P.T.POST Q e� EXIST'IN6 FOR CONNECTION OF STL. COL. TO (3) 1-3/4" WIDE .M1 O NEW/4"X6°COMPOSITE WOOD DECK BOARD UPON BASEMENT LVL LUMBER OR (3) 2" WIDE OR (4) :2"x WIDE ..,� NEW P.T.DECK JOISTS A5 PER PLAN DIMENSIONAL LUMBER OR 525" WIDE PSL z, SECTION I-I/A-300 I STEEL COLUMN BASE 4 TOP PLATE DETAILS O NEW LSDGL3Z A5 PER PLAN SCALE: 1/4' = P-On A-500 SGALE: 5" = - I'-O" I o v I 1 k I � I I FLOOR SYSTEM i NEW STL GAP PL AS NOTED Y43DED TO COL.;SEE NFW I GAP PL.DETAILS EXI5T. WS WOOD BEAM A NOTED ON PLAN FULL BATHROOM 2_.T I NOTE: UNSIN6 HORK OTE: j I FULL BATHROOM SHALL cONFORM To ALL PLUt-O NO 4 NEW 3-1/2" O.D. SGH. 40 STL. 0 I �" 1 i LOCAL PLUMSiNG CODE o FUEL 6A5 WORK COL (ASTM AI23) AS PER a PROVIDE•��T7�oo rR p IL SHALL TOO LOCA PLAN BY SIMS STEEL. j2' I 1 1 EXPANDING FOAM"(OR EQUAL g q° PLUPIBIN6 GORE : (OR EQUAL) 11 1 AT ALL PENETRATION5 IN FIRE j F#OT p FUEL OAS 1 RAT®WALLS AND 1 1 1 FLOORS/GEILINE{�. PRODUCT o 4°pQ i i F-----A SUPPLY BASE PLATE 'A' Y�LDID EXI5T.4' POURED GONG. I SFiOY 1 I GONP°ORMS TO ASTM E 814, u j I I 1 GOLD PIPING PENETRATION TO COL.;SEE BASE PL. SLAB 1 I ASTM E 84,AND UL 1479 m 1 1 �•---•_-.� _�, I. PROVIDE •ASESGo FP200 FR DETAILS FOR BOLTING L I I SHOVCR 11 EXPANDING FOAM'(OR EQUAL G.O. 3' I 1 1 E7==== 1 AT ALL PENETRATIONS AT WALLS __ _ PROVIDE'A ESW FP200 FR NElq • ---------;-�----- �---- � AND FLOOD/GEILI1iEf. _ ------------..-.._ply-..----•_----- -•----- EXPANDING FOAM'(OR EGVALAT ALL FEMTRATIONS IN F 2.PRODUCT CONFORMS TO ASTM E IRE IK TGHEN ALL PLU BINS WORK RATED H0411-55 AND 814,ASTM E 84.AND UL 1479 N - SHALL C40NFORM O HEN 2� LOCAL PLUMBING TC.ODE 1 I GONE ORM TM EE 514,,PRODUCT W _ 1� I A5TM E 84,A V UL 1474 I I It GLEAN OUT vI i Q IL dH 3 A5 RE017 a I NEW vmrru 55 1 24'X24'XI2' P. GONG. v LL I REMAIN A I.TO ; �@--- �� GAS FIREPLACE �ANE FT6. 2' �_ I I I i NEW FREES PROOF OUTDOOR IL ti i 2. DW IL SFIDWER RANGE Q F G.O. GA I I I = NEW PRS PROOF HOSE BB 2 STEEL COLUMN DETAIL 1 I DW 1 - w/VAGUIM HREAK FA57i3rt37JA G O. -- '- - ---- -- 1 PIPE FASTENERS(PRECISE SCALE: 3/4" = 11-O" 4. GRADE - - - - - - - - - LOCATION TBD.IN FIELD- Ir �`-�T W/OWNOy OAS SUPPLY-/ CONNECT TO j - OR-AVE XI 4" EST.WATER i ; CRAVE HOUSE MAIN DRAIN SUPPLY SYSTEM F- 4' TRAP ilu GA. 1 TO 5T �I O 511;a=T 10 j WATER MAIN m MEN - NEH CP 4' TO SEPTI SYSTEM G BOILER 801118 T 037413 y0� 5/4'x6' COMPOSITE Op N OD EEC PLUME3I NO RISER - SUPPLY OAS R15ER - SUPPLY '� PL.UME31 NO RISER - DRAIN / HASTE VENT SCALE: NTS SCALE: NTS SCALE: NTS PROJECT: 11 (2) 1/2'It HOT DIPPED 6ALV. BOLTS a MARTINEZ P.T. F.J. A5 ---EA- POST w/OVERSIZED HAs 4 RENOVATION EXIST.EXTERIOR PER PLAN N ENDDECK TIE 4 50RM IW BEAM, EOST, sHEATHIN6 PROPOSEDRIM PROPANE TANKS -_ ST.5101NG MATERIAL _ - BUILDING PAPER 4 HOUSE WRAP (2) L'BRACKETS PER - Z O BEAM AS NOTED TO FULLY OVERLAP FLASHING TANK w/MA50NY SOLID BLOCK 12' O.G. NIS COMPOSITE (2) SIMPSON DJTI4Z 2465 BAY SHORE ROAD EXIST.5TUD WALL- i� AW-HORS FOR EAGH NOTE: 5/45c REQb WOOD DECK DEGK JOIST TIE ® EA. (1) 1/2"0 H.D. 6ALV_ TIiRU BOLT w/ GAP FOR TANK ALL DEGKIN6 SHALL BE FA5Tecv ml� c W051 POST GREENPORT N.Y. 11944 ARDS AS P.T. DHGK JDISTS AS OVERSIZED WASFER 4 END NUT � NOTED ON 'SIMPSON'ABA44Z PREBOR1X0 INTO P05T 4 DECK DRAINAGE 5/4'x6'COMPOSITE w/COATED DECKING SCREWS BY �� ® COLUMN BASE PLANS JOIST TIE GKIN6 N.ON.ON PLAN/ 'DECK MATE'(OR EQUAL 5/4'x6' NOTED ON PLANS DRAWING TITLE: 'T FLASHING SEGTION/DEl'A115) 4'P.GONG.SLAB w/ GOMPOSI -- 6x6 10/10 WWM FOR 4' THK.x 5' WIDE x DECK BOARDS - ° PROPANE PLATFORM WIDTH OF STAIR P. c`1 4x4 P.T.POST GONG.PAD I•Nr�INFifiYP o 0 11 GRADE BUILDING SECTIONS FLASHING ii RISER DIAGRAMS DRIP EDGE P_T.17EGK JOIST - - ----- 'SONOTUBE FILLED Vxro' P.T.BLOCK IN EETHMN EA- 11• 2•x BLOCKING® EA. SOLID w/P. CONC.,SIZES AS PER PLAN ° °un DESIGN DETAILS JOIST'S A5 PER PLAN FASTENl3�w/(?� - FLASH AS PER PLAN STRINGER FFA5TEN3, T NG (Io• TRIN6ER TO MATCH SIZE11 5/6' 40 x 5" LANG HEAVY DUTY GAL. PAD w/ 19/64'x 3-1/2' GONG o 11 _z LAG BOLTS® 16' O.G. INTO MUD SILL 4- METAL 6ALV.JOIST HANGER SGR E- BY .CALIF" (OR EQUAL _ OF P_T. DECK JOISTS 1 RIM BD.;WHEN® FOUND. WALL FA5TI�1 -MIN.(3) SGRH^45 PER BLOCK w/(2) 5/8'� x 5'LONG APPROVED 'SIMPSON'(OR EQUAL)® V�� n FASTEN 5TRIN6ER O EA MASONRY ANCHORS a 16'O.G. JOIST 4f TO BLOCKING PAGE: (MIN. 6 �;, FLASHING � � GRADE 1p• GRADE ) FDOTIN6 SIZE A5 PER 'I EXIST.FOUNDATWALL ION - JAY 2'G. (MIN. 3 STRINGERS® REBAR x12' P.T_STRINGERS® I6' LLQ (I) #5 BENT 300 EA. STAIRWAY) L6" O.G. �. LEDO ER CONNECTION DETAIL % PROPANE TANK SLAB DETAIL (o EXTERIOR HOOD STAIR DETAIL DECK SUPPORT DETAIL IA-500] DATE: 09 23 20 SCALE: I" = 1'-0" A-Soo SCALE: NTs -50o SCALE: 3/4" = 1'-o" SCALE: 5/4" = 1'-0" / / 9 OF 9 - -_ .. - .----------- -. . - is 0ENERAL - - -- ALL NEN CIL m N6 gINDONS SHGLL E ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "6-003" FOR NAIL 5TRA - - - - -- - - J�IINDOI^t SCHEDULE --- -- __DOOR -- 1 ..,V M .- .MATERIAL CN NEW PARTIAL HEIGHT � --� - I W W r, EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. - - - ------- - -_ __.. . __ _.. MARK DESCRIPTION 3.... -._. _ __ -. F- - '! Q < to NOTES �r W WHEN APPLICABLE) � _ EGRESS I , EXISTING TO REMAIN jli CLEAR it SIZE THICK. 3 fl 1� I tf1 < = N ROUGH OPENING WINDOW DIMENSION fl ju i/ �_ M NEW FOUNDATION WALL WINDOW OPENING # / Q „ N GALL-OUT _,._-. _w_ _.. _.. . _,..r.._ .... -� _. , __...... - --- _a NEW WOOD FRAME (L..G. TYPE MODEL - - _. .., WIDTH REQ'D• 20�� _.., - _- - � �,.,,�c��.�L STL. WHEN APPLICABLE) WIDTH HEIGHT WIDTH HEIGHT HEIGHT REG2'D:24" EXTERIOR I.. I w' LTi W rI r-I OPEN REQ D. 5.7 S.F.! _.. - - w... - ..... - - _ CASEMENT -1 - GXI3-- 2'-8" 5,-0 2'_7 J�- Z-11 01 - - 01 .. - - --SINGLE - 3-O X6'-8' ------ -" I J !� O Z MIN. (2) 2x4 STRUGTIJRAL f P` - -- - - -- -_ -- - --- - - - -- - - - - -- - - --- -- - - ---- - __ - - - --- --._ POST FOR 4 WALLS I - - - I - --__ - � I- z N (MIN. (2) 2 xb STRUCTURAL CASEMENT GXW14 3-O 4-O 2-I I �6 4-O' 9.0 S.F. 02 SINGLE - - 2 8X6 8 JI !, • ( I • 11 \� -- _ - -- - _= B POST FOR 6" WALL5), U.O.N. - - =- _ ----- --=-- --- __. _ - - - - -- - -- G GA5EMENT CX15 2 8 5-0 2'--1 " f 4'-11 J" 8.6 5.F. l II 03 DOUBLE 2'-95.. -8" lI 1 ANDERSEN ILo Y (� - - -- - ---- -- ._. ...>. -.. - - -J - - ''' --- JL- � FRENCH DOORS --- N 0 rl - - - - -- - CASEMENT Z-4311f ....... - - - - 1 04 - - - - --- _--- -._..._..._I - - -_ =- - D GX 15 _._...---- - -- --.. _.. - - J, -- --- I, O Imo. 5-O 2-'1 41-11 8.6 S.F. i' - ANDERSEN Z DOUBLE 2'-8"Xb' 8" - - -. - - - �_. 1 __.._.. . FRENCH N co O GH DOORS 2 I � GX25 I 5-3 � 5-O ! 5-2 �' 4-I I � i - 05 I DOUBLE 2'-8"Xb'-8" �- -✓�� { ANDERSEN 11 � E CASEMENT -- - I -- - q.8 S.F. ---- __. -._ .._. FRENCH DOORS -y F CASEMENT GX135 2'-8" 3' S " 1 :2'--7 4 4 6.4 S.F. .__._. ._. ---- - -- ---- - L-j --_� I _. I QZ Q l --- -', - INTERIOR - SECOND FLOOR ' I G AWNING A251 2t_4 " i, 2'_O „ .�L ._.-..-.. __I--- - -_.. W - - -'� - - - - - ! O6 SINGLE _... oo - 1 - - - - --_ - -- - h _J H CASEMENT - OX15 ( 2 8 I 5 O 2--1 � 4'-Il 8.6 S.F. ill - - - -- - -- - - - ---- --- - , = i > ,� O - - - - 111.._ - - - -� - - „ 07 ll 4-PANEL SLIDERS - 2 6X6 Z (4 - - l AWNING AR281 2 8 r-5 2--, -------- -- � I z SPECIALTY WINDOW Z 4Q Z 4 1.2 LL. W (D L0 1-1 K 11 - I` = Lo o O _ m Q m , Lu W FOUNDATION PLAN NOTES FLOOR PLAN NOTES ~ U J TYPICAL LEDGER BOARD 0 EXT. DECK: O DOOR NOTE: Q O I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOIST5 I. INSTALL NEW INTERIOR DOORS WHEN GALLED p � OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2. SECURED w/(2) 5/8" (P x 5" LONG H.D. CAL. LAG O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED BOLTS ® Ib" O.G. OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3. INSTALL H.D. &ALV. JOIST HANGERS BY 'SIMP5ON' (OR 3.DOOR TYPE TO SELECT � \' EQUAL) 4.INSTALL AS PER MANU 5PEG.'sf 4. PROVIDE FLA5HING TUCKED UNDERNEATH 51MINO 4 BENT OVER TOP EDGE OF LEDER BD. EXISTING WOOD DECK 2 WINDOW NOTE: 0 REPLACE IN KIND W/ 0 5. SEE NOTED DETAIL O I. ALL NEW WINDOWS 4 DOORS SHALL BE w COMPOSITE DECKING W O FOR WOOD STAIRS ® GRADE: ANDERSEN 400 5ERIE5 CASEMENT, DOUBLEHUNG, m m 8 .2 OR 4" THK. P. GONG. PAD " WIDE x RE'_Q'D LENGTH UPON 5P GLIDING (AS NOTED); INSTALL AS PER MANU. 6" GRAVEL UNDER 2"x12" P.T. STAIR 5TRIN6ER5 ® SPEC.'S. FOR SUBSTITUTIONS, SEE NOTE #9 IN z MAX. Ib" O.G.,U.O.N. (MIN. 3 STRINGERS) "CLASS WINDOWS AND DOORS ON PAGE G-002 2.IF CASEMENT WINDOWS - ALL CSMNT WNDV6 SINGLE SPAN STRUCTURAL MEMBER: SHALL HAVE 5TRAIGHT ARM HINGE WHEN OPEN D _ I 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE EDGE OF NEW DECK TO O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS EDGE OF NEW DECK TO NEW 10"0 P. GONG. TILT WASH NEW 6"x6" P.T. F05TS w/ ALIGN WITH EXISTING 0 - ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY ALIGN WITH EXISTING SONOTUBE UPON 4.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL. (2) SIMPSON 6ALV. RPBZ WOOD DECK ® &RADE ABOVE INDICATED PO5T5/MEMBER5. WOOD DECK ® GRADE I 24"x12"x8" DEEP P. P05T BA5E5;AL16N 2-T'-I" GONG. PAD FTG. DIRECTLY ABOVE FOUND. ENLARGEMENT OF EXIST. PAD FOOTING EGRESS NOTE: 9'-q" 8'-3" 8'-3" POST BELOW (TYPJ 10'-7" O NEW 12"xl2"x8" P. GONG. PAD FTG. EXTENSION IN COMPLIANCE WITH NEW YORK STATE BUILDING i EPDXY PINNED TO EXIST. FOOTING w/(2) #5 _ _ _ EGRESSECTION HALL BEI�OLLOyyEDOLLOWiNG MEANS OF --_.- _____..-.. ____-__ _ IF, --- -- HORIZONTAL REBAR (6" EMBEDMENT) IONP F. NEW (3) P.T. 2"x10" DROPPED BM. iv - - NET CLEAR OFENINO.......... 24" MINIMUM - - - - ---- - - - -- --- --- ----- - ---- I ;w NESONOTUBEGUPON NET CLEAR- NEw 8"O P. GONG. NEW (2) P.T. 2"x10" NEW (2) P.T. 2"xl0�, NET CLEAR WIDTH................. 20" MINIMUM > I cV NEW -� 18'x18 xI2 DEEP P. Zz GONG. PAD FTG.; - SONOTUBE UPON NEW IONP P. GONG. �� w V DROPPED BM. DROPPED SM. SONOTUBE UPON t x m I / DN. WINDOW / DOOR FRAMING: °1 (Y cV I NEW b",'xb P.T. LOCATE DIRECTLY _ p 12'xl2'x8' DEEP P. - I - x POSTS w/ (2) I I iv= O 18"x18"xl2" DEEP P. BELOW NEW POST GONG. PAD FTG. fn m O3 SEE PAGE G-003 FOR FRAMING ui .� !A I O ABOVE = - (TYP.U.O.N) `X v ' X6 GONG. PAD FTG.; ELEMENTS AROUND DOORS AND d) m 0 _ Q ® ty x O LOCATE DIRECTLY �� ti WINDOWS (TYP.FOR ALL) U.O.N. 3:1-: N j 51MP50N &ALV. w ? ~ ry `fl i ABOVE RF5Z POST BELON NEW POST z d (J twfl m IL 1 BA5E5;AL12N O z _ SPIRAL STAIR # RAILING NOTE: u, T DIRECTLY ABOVE j w NEW l0"(P P. GONG. � ® NEW 10 P. GONG. F - �_ Q Q SONOTUBE UPON SONOTUBE UPON D ® w IS"xl8"xl2" DEEP P. W 18"x18"xl2 DEEP P. O4 p Z 0.I FOUND. PO �T z Q w SPIRAL STAIRWAYS SHALL COMPLY WITH THE i Q BELOW (TYP.) 1- ❑ GONG. PAD FTG. GONG. PAD FTG. z p ❑ REOUIREMENT5 OF IRO SECTION R3I1."1 EXCEPT AS = _ Q _ SPECIFIED IN SECTION 8311.-1.10.1 AND STATES: �, NEW 2"x12" P.T. D.J. ® 16" O.G. w/ X NEW 2"xl2" P.T. D.J. ® 12" O.G. w/ `t Z 1. THE SHALL NOT BE LE S THAkqIPTH AT D B�LOW THE HANDRAIL SIMPSON. GALV. LU5210 HANGERS I m SIMPSON. 6ALV. LU5210 HANGERS N I' _ �� _ _ �2 _ 9 NEW 3) P.T. 2"xIO'-1 NEW,S3 P.T. 2 xIO 2. THE WALKLINE RADIUS SHALL NOT BE GREATER -. ( w 2 NEw 3 P.T. 2'xl0" NEW 3 P.T. 2'xl0' _ j 1 ' -- O - y� DROPPED BM. DROPPED BM. DROPPED BM. DROPPED BM. 5 ry p 3. EACH TREAD SHALL HAVE A DEPTH OF NOT LE55 LA ! 1 0 (V Z (V 1 W 0 THAN 24 3 N NEW WOOD DECK I I S v O I v �j (�m �p �j THAN 6 J" AT THE WALKLINE I x < COMPOSITE DECKING X fLl i 1 p a NE X6 EXISTING x O x O 4. ALL TREADS SHALL BE IDENTICAL AND THE RI5E ( DN. N I -� vi m = BA5EMENT _ _ _ SHALL BE NOT MORE THAN 9 �" �m O >- O F- ENTRANCE TO - F O 5. HEADROOM SHALL BE NOT LF-55 THAN 6-6" in IL ty F- O ® BE FILLED ® ® r ! w F �_ N ~ 6 r 1 K STAIR 4 RAILING NOTE: z n I O -30 w ? w Wlil z Q z Q z Q 5 I. ALL NEW STAIRS (EXCEPT 5PIRAL STAIR) SHALL HAVE 27'-1" I O Z Ll - NEw P. GONG. O MAX. 1-3/4" RI 4 MIN. 10" Tr - RISERS SHALL BE NEw (3) ( NEW (3) n w 001 WALL CLOSED = 2"xb" POSIT '� 2 5 D 2"xb" POST I 2 w 2. 42" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO `� I'-by2" b' 8" b'-8" 1'-0:/2 O w ti - - - - - - - - ALLOW PASSAGE OF A 4" op 57HERE;36" HIGH NEW (2) _- _ --_--_-------_-_ -_----.--__-- -- NEW (2) 0 Z O HANDRAIL 4 SPINDLE SPACING NOT TO ALLOW - -2"x8" HDR ---2°x8" HDR - ------ --- ---- --1_-_._-- _-- NEW HOSE SIB STRUCTURAL NOTE: 3. PA55AOE OF A 4" (P SPHERE GR PPABLE RAIL AS PER CODE NEN (2) O - .:� _-} - .-I - - - LOCATION STRUCTURAL DESIGN OF FOOTINGS 2"x8" HDR O3 NEW (3) L'7E'"x9.5" G.P. 2.OE LVL HDR D_ N �t m EVALUATED A55UMING A 501L d; / 0 Q' ry Lu � ei �_ ip O Q BEARING CAPACITY OF 2.0 TONS/S.F. 2 3 3 p Q ED Lu 2-1F O 1.. CONTRACTOR SHALL PROVIDE CODE COMPLIANT „SMOKE DETECTOR / 00 DETECTOR NOTES: m O NEW WOOD O Id) O 2I I! O O b 1 NEW II-7/8" TJI 210 N ry - L04 . I 3 .- NEW BEAM Ip D- (2) NEW FREESTANDING SMOKE / CARBON MONOXIDE COMBINATION DETECTOR NEw (2) 1R x11.E FLUSH F J ® I6" O C I U ;q POCKET (TYP.) w 100 GAL. OIL TANKS BM'S PROVIDE SIMP50N - O FLOOR �j X x _-- - --- - w HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 0 - NEW VENT'LESS NI 2 3 > 0. UPON 4" POURED GONG. LU5410 4 IU52.06/11.88 , - - O in i w 2.INSTALL ALL AS PER MANU. SPEG.'s _ r _ 0 x SLAB;V.I.F. LENGTH 4 HANGERS TO F.J. 4 FLUSH - - r N�_ _ GAS FIREPLACE; G - NEW SIMPSON = p 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR r ® r `fl -� H.O. TO SELECT Q WIDTH OF SLAB IN COMPLIANCE WITH LOCAL CODE BMS AS REQ'D i , LU528-3 HANGER H pl - - ® Imty IN NEW OUTDOOR /c V I 6 `` I NEW I � u cV =N x X x 5 �/ 1N. . ,t _ SINGLE SPAN STRUCTURAL MEMBER: SHOWER OPEN TO M _ UP NEW (3) 2'x8" FLUSH tv= 3o STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS ABOVE - 26" MIN. MODIFIED NEW 11-7/8' TJI 210' r k HEATH ST ro _ COL. ABOVE Q N 4'-6't , -� ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY #� w ABOVE INDICATED P05TS/MEMBERS. F.J. ® I6 O.G. J z HI r - -- ROOM i ATTACH F.J. TO FLUSH' --- t~ �•'' "' LIVING/DINING Iz 1 2 N f 2'-b BM. w/ 51MPSON Ci P'� ti V.I.F. EXIST. m V.I.F. NEw 3.5"0 5TL. k y2 310 5.F. 2 3 IS'x18'xI2 DEEP. P. GONG. FTG. A-300 X w/EXIST. CMU WALL. ON CONCRETE N NEW (3) MAX. p NEW (2) 1!'15 18"15 O.P. 9 w COL. ABOVE ALIGNSEXI , ----------- m pII 4 t- @. NEw 3.5" PAD b" (MIN. SIZE) OR NEW (4) 1.�5'xIL - r PROVIDE NEW STL. COL CONTACT ARCHITECT 2 x IF MIS-ALIGNED. POST 6'-2" 4 8?5" G.P. 2.0E LVL S 2.0E LVL FLUSH BM. SLUSH BM. BENEATH WALL ABOVE A 300 BEN-ATH WALL ABOVE EXIST. WATER - - - - N N HEATER TO ( _ - _ G REMAIN L- I - - - - NEW G.P. 2.0E V M. BENEATH ELEGTRIGAL EXIST. ENTRANCE; N 2'x6) -CABINETS/IIN FLUSH RIDGE ABOVEOST TO MASONRY I SHELVES EXIST.CLEXIST. GL - PANEL NEW SIZE 1101' --- - -- --- -. _ PIER = o POST PROSECT: LOCATION � � ,,; �~ 4'7"W.X58"L. fA p EXIST. 2 xb 1 I N N S EXIST. STL. Q Lu F.J. ® I6' O.Ci x X Q ' LVL FL _ NEW 3.5"cP COL. (TYP.) a- w Q EXIST. 2"x8" 5TL. COL. NEA WOOD 0 I pQ' r O F J. ® I6" O.G. r = NFSEN--- POST ABOVE -- - ---- -- FLOOR NEW (3) 2x6" NEW II--1/8 PO5T BENEATH DN = V.I.F. EXIST. 2 NEy� (2) � - -- - - TJ 210 F.J. POST ABOVE MARTINEZ 'fl EXIST. 2"xb" 3 W Q ' PROVIDE A5 REQ'D >-21IX61 cV ® I6 O.G. O 2E4(2) I`IEW-- TJ 360 BEDROOM EXIST. 2"xb" N z p�0 I m _ _ ry Q RENOVATION J. ® I6" O.G. P.J. ® I6" O.G. ri x - - - - 2 3 ( �~ N cV I I - POSTS �� }, V' TJI 210 P05T5 -. N EXIST. I N Q - FLOOROOD KITCHEN NEW DOWNDRAFT NEN JI 1/6" T11 OJI2 10 z dJ --- m w w ~ O \ 215 5.F. .�b' GAS RANGE xl ~ O HVAC::� 1 2Ex8?HDR �_ NEW II-7/8" TJI 360 �p B w DUCT �/ 'mob F.J. ® Ib° O.G. NEN (3) 2465 BAY SHORE ROAD lu p it h - = EXIST. 1- -- - --- -- -- --- 2"x4" POST j XON o 2 3 BATHRooM _ m i3=°- rF NEw 2 1."f5"x11.815'_G.P. I GREENPORT, N.Y. 11944 ,> o ' - '\\k EXIST. BOILER ! 2.OE LVL FLUSH SM. To BE I ' EXIST. 2 3 - - IREF. I DRAWING TITLE: EXIST REMOVED �,3 � BENEATH WALL ABOVE -- -- NEN 2 I.'f5°xn.eH M.P. I PROPOSED FOUNDATION PLAN 2.0E LVL FLUSH BM. NEW (3) F NEw BOILER;MINIMUM BENEATH BATHROOM 2"x6'. z A 9'-8y2" ,0,000 BTUs WALL ABOVE POST Poss1BLE PROPOSED FIRST FLOOR PLAN RELOCATION FOR 2 3 [,(U331 HVAC RETURN; XISTING STOOP TO 1 NEW 2 L"15"xi1. " ! CONTRACTOR TO BE CLOSED IN;I COORDINATE W/H.O. FOUNI7J�TION PLAN UNCONDITIONED IBENEATH WALL ABOVE SPACE _ _ SCALE: 1/4" = I'-O" PAGE: FIRST FLOOR FLAN fn 10 1 8 SQUARE FEE-- SCALE: I/4" = I'-O" DATE: 03/01/21 6 OF 9 NAILING 4 5TRAPPIN5 DETAILS. DOOR SCHEDULE _ - �`r( ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEC.s. SEE PAGE G-003 FOR NEkq PARTIAL I _- N WOOD FRAME HL.GSTL. DOOR MATERIAL OLU EXISTING TO BE DEMOLISHED ( WINDOW SCHEDULE _.. -. ___-_--._�_-. ---- _ ._.__..__ _. _ t- - W WHEN APPLICABLE) - --- - 1 EGRESS j MARK DESCRIPTION Q t� NOTES I J N EXISTING TO REMAIN ROUGH OPENING I WINDOW DIMENSION II CLEAR SIZE THICK. t- jl cn ! i; [ I (� WA L WINDOW ! OPENING 1 rU _ 1 N NEW FOUNDATION L TYPE MODEL # - - - --- - - - '' - Q .. ... �. _ - _ _ .. _ . .. ..,.. __..w_. _ - GALL-OUT = WIDTH HEIGHT WIDTH HEIGHT REO'D.24" \ LU e-� WIDTH 5TL. WHEN APPLICABLE HEIGHT EXTERIOR T NEW WOOD FRAME (L.5. Cr,.-7 _......._W_, _.._...... .. - . - W � OPEN REQ D• S F.J MIN. (2) 2"x4" STRUCTURAL A CASEMENT GX13 2i_g�� 31_/+ II 21-� 11 2'-11 11 it OI SINGLE C 51-O"Xb'-8" . ,., I rFa: \ J F- Z it P057 FOR 4" NALL5 ,, - - _ - - - -- - - - - _ T-_ ___�-_ ___: _: a _ �n B - -- - - - a.o S.F. li 02 SINGLE ;I F- = Z N N. - -- - - - - -- - -- - -- �C (POI ST(FOR 6 WAL`5)URO.N. I CASEMENT GXWI4 II .�_w_._ ..�._, I 2'-8"X6'-811 � . - - .-. •._ ��..;-= -_--.C- -__ -- - __= __-,1 ,�- � ~' J Lf) - - 1 ' ,I O � 3 i0 i7 4-O 1 2-I I 4-O I' _ -_ - - - --- - - - it ii ANDERSEN .I - 2'--7 - -- 2-8 X6 8 it [ FRENCH DOORS N Ori G 4 GX15 -- ^8 _.5-O 'u 2 7 4-I I 8.6 S.F. I 03 - - DOUBLE d' O CASEMENTJ� - ill I 2 7 4 11 8.6 S.F. - - - - --- 1 II I II � - - (` 04 DOUBLE D GX15 21-all 5-O - - J 2'-8"X6'-8" I� If [ ANDERSEN Z O C: 1C II FRENCH DOORS I = CASEMENT 05 DOUBLE - - - -- - - - - 2'-8"X6'-811 ANDERSEN - 5'_2 z E CASEMENT GX25 5-3 5-O a.B S.F. I 11 FRENCH DOORS Z 1 u I; 1 GX135 4-4 6.4 S.F. T____ F CASEMENT 1 INTERIOR - SECOND FLOOR � II I G AWNINGLu - A251 2-4 2-O - - - j 06 2 SINGLE ' O X6 8 • J M I H GX15 2 8 5-O 8b S.F. CASEMENT 2-7 4-I I - II d' O 07 4-PANEL SLIDERS 2-6 X6-8 1 • j, { Z O - (j7j - -- --_-- --- -J _ - - -_ I-_-_- •iL i.:..." i j11 1 III I II -- - I _._.....) - ----__ _-_-____- __- --_--___-__-�'� �..� I -J AWN NO AR281 2�8 [-5 ^� --� I I -5 1 - -- - Y O SPECIALTY WINDOW ? Z 'd' 12 Z C _.. � JV LL W co Lo w 1H L0 o O Q m , I III c-IJO m I I �-- W II I I - - -- - - U W F- U FLOOR PLAN NOTES U � .J-1 DOOR NOTE: Q O I. INSTALL NEW INTERIOR DOOR5 WHEN GALLED OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRY (OR EQUAL). 3.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU 5PECA, a� O WINDOW NOTE: 2 I. ALL NEW WINDOWS d DOORS SHALL BE .i ANDERSEN 400 SERIES CASEMENT, DOUBLEHUNS, 10'--111 OR GLIDING (AS NOTED); INSTALL AS PER MANU. 5PEG.'S. FOR SUB5TITUTION5, 5EE NOTE 9 IN "GLASS WINDOWS AND DOORS" ON PA5E IS-002 2.IF CASEMENT WINDOWS - ALL 05MNT WNDW161-6.5 SHALL HAVE STRAIGHT ARM HINGE WHEN OPEN _._-_-- -- ----- ---- -- - ------ ---- --- - ---- -- 5I _ _ 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE j TILT WASH 4.ALL GLAZING WITHIN 18" OF FF TO BE TEMP. 5L. EGRESS NOTE: 11 IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE, SECTION R310.2.1;THE FOLLOWINS MEANS OF EGRESS SHALL BE FOLLOWED: I I NET CLEAR OPENINIS........... 5.7 S.F. NEW 2ND STORY WOOD DECK - w NET CLEAR HEIGHT............... 24" MINIMUM - COMPOSITE DECKING � J NET CLEAR WIDTH.............. . i Z .. 20 MINIMUM �t I WINDOW/ DOOR FRAMING: � � I O SEE PAGE 5-003 FOR FRAMING; O i ELEMENTS AROUND DOORS AND w WINDOWS (TYP. FOR ALL) U.O.N. a O � - O SPIRAL STAIR 8 RAILING NOTE: m SPIRAL 5TAIRWAY5 SHALL COMPLY WITH THE w O I REQUIREMENTS OF IRC SECTION 8311.71 EXCEPT AS F SPECIFIED IN SECTION R311.1.10.1 AND STATES: Z 1. THE CLEAR WIDTH AT AND E,ELOW THE HANDRAIL SHALL NOT BE LESS THAN 215" O 2. THE WALKLINE RADIUS SHALL NOT BE GREATER w 4 NEW (2) 5'-O' S-6' 5-6 5'-O' Y 0 III THAN 2 2x8" HDR H }� 3. EACH TREAD SHALL HAVE A DEPTH OF NOT LE55 n U U I w THAN b " AT THE WALKLINE .-..H-r. m...._. .. w.. ......_._._. ....-_. �......_ .........__. ...__M.a„._. _..._.. _� ..__ 0 4. ALL TREADS SHALL BE IDENTICAL AND THE RISE - ____._ � � __ - _ _ W-, SHALL BE NOT MORE THAN �I NEW(3) 2"x8" HDR NEW (2) 2'x ' HDR NEW (3) 2x8 HDR _.. ._ - _ __ _.__-_- -ANEW 2x8 -- ANEW 2x8 _..,_ - :::: :::_.::u _._- .m -_ O x 5. HEADROOM SHALL BE NOT LESS THAN b'-6 _ -- _.... _ -:,:- :..... i1 -: :- _ - N O .-. I 2 3 I 1 I I N' i OS 1 z STAIR 4 RAILING NOTE: p _.. �, a _u�.� ___. n _. _ N Z o I SHALL HAVE _........._w _. __._ - _. _ _ . . _ _ Z U ' TAI L i ; � --�---�-•-- 5f SPIRAL 5 5 I. ALL NEW STAIRS (EXCEPT W C I 5 � -._- ...:. __p _: _ _.. _ .....T_...._...__� _... r:a...,.. OI _ . I ii _.._ _........................... _.-._ .......�..:".. _ __ .. 1. 1. MAX. 7-3/4' RI B MIN. 10 Tr - RISERS SHALL BE = NEW WOOD I 3 z ry 11:12.... _.._11:12" U i ry - FLOOR _ _< __ . __. W_..r .� '.._a. - .� w! CLOSED i I �_.�...._��.��...�.........��..._..... ..,...- -...... vw„„„„„c N I 2. 2 IGH SUARDRAIL t SPINDLE 5PAGINS NOT TO m.:..mm„:.,_::: _: _..:,:.:_:::....... �._ -N; __:..... O:::.::::__:.,..,_,..:..::„ Q,.-._....._�.->::-,:.:.._: �__a� :,.��- _ � ...:,. _� w w I ALLOW PASSAGE OFA 4 � SPHERE, 36 HIGH VAULTED d� HANDRAIL 8 SPINDLE 5PAGINS NOT TO ALLOW a -- ---- - --- -- - - ---- - I ry CEILING I VAULTED p u. U� -� I ri PASSAGE OFA 4" � SPHERt= C I ( NEW NEW LOFT CEILING - dJ O �:= -��- -.= _ �, N _ k ,� .. ry O�a.-�� N I I I ' 3. GRIPPABLE RAIL AS PER GODS DN. 240 S.F. No :..� L 3 ry ...... w ..� ._ u� x o - -- ....... SMOKE DETECTOR / CO DE"I"EGTOR NOTES: V EXTEND NEW WALL mm _ ,:: _._ -_ ,y __ ---,-__ z -- 3.... _................ _........._... ._...._...____ _.... . \ 6 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT EXTEND NEW WALL A .......:....... Cr - W... �__..__ O O L 2 3 TO SUPPORT NEW .....EXTE.'- TO SUPPORT NEW _.. _s m- ... .. -: _........................ .'_ ._.. . -- SMOKE /CARBON MONOXIDE COMBINATION DETECTOR ) ROOF MEMBERS _�} _ __v_..___.... ..,,....� « ,EXTEND NEW WALL_ -: .__..w..-. -;- __._„ryrr.___.,__.,. EXTEND NEW WALL -. -- == - HARD WIRED TO EACH OTHER: w/BATTERY BACKUP. r NEW (2) ROOF MEMBERS -300 w __ -�M KK--- - u� ._..1 - _;v;. _.TO SUPPORT NEW _.....aw w._ - _. _ _ ..TO SUPPORT NEW .;1 ... W 2.INSTALL ALL AS PER MANU. SPEG.'s i 2"x8" HDR5 - - _. .. .._ ROOF MEMBERS ..;. .,. . . ::.:,.-µ ;ROOF MEMBERS ...., -. I `� !r -TOR N NOXIDE METE 4. SMOKE DETECTOR AND GARE30 MO _.._._... NEW 2 _ _...... I 3 ( ) IN COMPLIANCE WITH LOCAL ...ODE J II 811 NEW (2) 2 xl2 HDR _...._._....._ ___._._._.__.....__.._.._.,.. ..........__.__ . ... - - - - . _ _ _ _ ............... -__._....._._.___..___._.... _ ....... .... _ HDR -- SINGLE SPAN STRUCTURAL MEMBER: 81-10" 07 - ^^ _- _. . 'I u s _ __ ...EXIST. RIDGE;..... : ..- -_ EXIST. RIDGE '>:: :w-: - N „•, .1,.,..3: OSTRUCTURAL (, MODIFIED NEW (3) b' 515TF-R NEW MEMBERS AS REO D TO 515TER NEW MEMBER5 AS REQ D TO ACROSS MULTIPLE SPANS. PRO`✓IDE 5PLICES DIRECTLY 2 3 BATHROOM d� O6 2"x4" P05T 3 NEW (3) 2"xb' k d) 1PROVIDE (3) 2"x8" OR (2) 2"x10 �v PROVIDE (3) 2x8 OR (2) 2 XIO , �v 016 ABOVE INDICATED POSTS/MEME3ER5. 1 60 S.F. NEW TILE TO RIDSE POST TO HDR IN U .^! d',•>`._ `,a°\ NEW (4) PANEL I I 0 EXTENDING TO EXIST. EX RIOR WALL O m m EXIST. EXT. WALL �- d0 FLOOR g WOOD 5LIDING I N_ _ -300 DOOR5 X Zz N z � z X- X .x ci Ul X ry Ul X ry - MODIFIED I iv® NEW (2)2"x10" RIDSE iv® iv® I BEDROOM R I n, I ; 1"15 S.F. I gA I I e s i i �1 I .� g f!' - VAULTED 1 I I v-1 Idl f f 1 a' � m = LTE _ _ `� (€3 iu Z I�11I: : I ,l tet'`. CEILING ch ? N I€ � I LD I- :3I 1§i �'.. V IL 1, 3 ' 1 €� O },•Q I QIi }} ; 3 €{{ I .maws, X �, 13I� 11.€i11:12 1 1� „ I F: Ix _ I NEW WOOD I ;3° � � � lffiu � z 0. �I � I±: I g 10 I" � 0•. 1 S € ry- 11 O [ 1z FLOOR I I I E �I = I 11; w PROJECT: 1'<:1_, ,, I 13 I'N:f l i;I ? 1I ,I ,I, NEW (3) I WALL TO a 3`; f 1 ;I€l 1 INEW 2'x8'' ,3, EXTEND NEW ;'.NEW 2"x811 ! i ,13 z 2"x4" POST I I ;`R.R. ® i r� ; E I 1:1,1 i NEW (2) NEW (2) I "• I6" O.G. =I TO HDR 11= l:' 11 1ff I @ 11116.RO G< SUPPORT NEW 1 lik 13 i 2"x8" HDR NEW (2) 2 x811 HDR 2x8' HDR If 4 ,1, :,,_�:iII I': !{' f{ROOF MEMBER5 1fifII12 MARTINEZ 3, � �. I111 € � 3 II, �€ $I�€€ � I ij§€'s: 1;;113NATURAL LIGHT I II:' 3X ;13 ,t' 11E : f1 € 11.11; 11 ;III€ 1113 I RENOVATION VENTILATION LL- - - - - �-L - - - - - - - - - - - - - - - - - - - - - - EXTEND NEW WALL 3'-5)/2" 4'-10)/211 4'-10)/211 31_5)/211 FLOOR AREA 1'75 S.F. -------- ----- ----- -- ----- ------ - O SUPPORT NEV41 TROOF MEMBERS 2" % REa• PROW 2465 BAY SHORE ROAD LIGHTING;MIN. 8% o OF FLOOR AREA 14.0 S.F. IIIA S.F. q GREENPORT, N.Y. 11944 O VENTILATION;MIN. i 4% OF FLOOR 7.0 S.F. 16.5 S.F. AREA DRAWING TITLE: SEC,ON� FLOOR FLAN ROOF FRAMINO PLAN PROPOSED SECOND FLOOR PLAN 580 SOUARE FEE-7 SCALE: 1/4" = 1'-0" SCALE: 11411 = I'-o" PROPOSED ROOF PLAN PAGE: DATE: 03/01/21 7 OF 9 d M ELEVATION NOTES 1 � N UJ W NEW ROOFING NOTE (TYPJ: ::::.... I. INSTALL NEW ROOF 5HINGLES TO MATCH EX15TINO UPON : :. ::::W_::::::::r.:: _ ._.. .__...._.....__ CN 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER I -- 12'. r.�.— 5.INSTALL 15 # BUILDING FELT (U.O.NJ OVER 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) -;;::; -., -;,.-: ;::',':;" - - -- ..r. W ....................._.......... 12..._._.......... Wv..._...r..... ...__ ......m. -- 5. GAP SHINGLE OVER RIDGE b HIPS (A5 REOID) W•mT _ ..__ — - - - - - _ `--~ Z 1` 6.PROVIDE RIDGE VENT (AS REO'D) _.._._•• :. ::a::: :.:.. 3 "I. FLASH ALL VALLEYS IL. ----- ---- - ---- S.INSTALL DRIP EDGE A5 REQ'D -- 9. INSTALL ALL AS PER MANU. SPE:G.'s ��.__ ........ ..-_......w..e.•_.. - — - - -- - - - - - _.. .__.._............... 2 ~ J Ln TYPICAL EXTERIOR WALL 00 ISTRUGTION: •O UPON 1/2' GDX PLYWD. SHEATHING (BLOCKING UPON 'TYVEK HOUSE WRAP (OF. EQUAL) - ALL ll SEAMS) 2 N 00 O • 2"x6" STUDS ® 16" O.G. w/ DBL. TOP PLATE • MIN. R-13 CAVITY INSULATION hF /R-5 CONTINUOUS O,I Z INSULATION 5/8 GYPSUM ED. WALL FINISH I /y • I, III ! ! I! L.L. NEW SIDING NOTE (TYI 3 1. INSTALL NEW 51DINO TO MATCH EXISTING UPON 11; I" ! iI 'i III III li O - --- W "TYVEK" HOUSE WRAP (OR EQUAL) III II _�_L- 2 J ' I J 00 NU SPE:G.s R MA _ A AS PER I I 5.INSTALL ALL _ _ O 4.PROVIDE ALL NECESSARY TRIM FOR PROPER --- -- --- r Z INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION - WALL Z 4 ! >:, RESERVED - - -- I Q Z ri 4 O LL J N� W Cfl I , Lo T-I A I I B Ln 1 I IIII, I i I O NEW BILGO EXISTA a G G � I I' , B . G I I � li j I I� I I ---- —-J „ II I i I 'I W 5TOOP ENCLOSURE: I � - -- ENTRANCE UNIT NE TO BE ENCLOSED WITH NEW WOOD AND l I I II II l II, 5 EXISTING STOOP III O VERIFIED IN FIELD WGLA55 PANELS. CUSTOM SIZES TO BE ALL EXISTING STRUCTURE TO REMAIN. I f I I PLAN NOTE: - U HATCHED ROOF B SIDING INDICATES AREA OF NEW WORK LLJ - NEW PROPANE TANKS ' v' >' >;- •/y '. '; = J UPON P. GONG. SLAB U J SOUTH ELE\/AT I ON (FRONT) EAST ELEYAT I ON (R I O HT SIDE) � a SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" ro _.. _.._..._._....__._........_w...u.. ._..._....._.. -._...•...�. .. .. .. . .__.. .. ... :. --. __.. __.._.._._. _._..._...._......._.._.......__...... ...................... --- ... _. ....._..._.... __.............._._ __.._ --- - ��....a .- - - - ----- --- I __.._....._......_.._.._...__.. _. _ .. _ . _................................ .. - -- ---- --- ------- ._.._._....__..._...._ -- _ _ .. .. - I I _.........._...._..._.... .............__. - - - _.............: ..........._............._. -..._ .._.._-_ - .._._...._....__...__..._ _._._ ._........__..._._._......._...._. - - - -- - - - ' w LLJ 2 I I - - I I', - iI --- -- - - --- - - LL --- - 1I O, --- -- -- -- �I III 11 III ! Ii Ili'; 3 ;l - - I II I - u --- -- ------ w I I, I I I' I l I -- - ------ - - - - -- - - --- --- --- - II III I I ! -- -- ---- - - - - ---- --- - - - -- -- -- -- --- - I I L-T II II I ---- - -- -- - - -- --- - -------- Z ! - — — - --— - I w I I I -- - - - - - -- - - -- -- - - - LuO III ' I O NEW - - - ELECTRIC it - - NEW OUTDOOR I I -- OUTDOOR - - - --+- F- I O _ METER TO � to ! � i SHOWER REMAIN D - - - - --- -... -- -- - - Z p O Z U Z --- w w 0 .I I ff NEW BILGO - — O w LL ' ENTRANCE -- .I ! -- I I U Z O - r-, II I o - - N I I I I I w II 0 �. -_ '%%� I: i' , , - NORTH ELE\/AT I ON (REAR) NEST ELE\/AT I ON (LEFT 511DE) SCALE: 1/4" = 1'-0I' SCALE: 1/4" = 1'-0I' D1 A ` PROJECT: NEN ME P4HIT EDURROE UAL)PDM ROOF III - lir, ll , -- lr IVIARTI N EZ INSTALLATION, LAPPING OF SEAMS, I, EA NG F EPDM MEMBRANE AS PER MANU. SPEC. II AND 5 LI O 'S. 1 1 RENOVATION NEW 2X SLEEPERS 5/4 xb I 'I � --- - ---- _I P.T. DECK TO CREATE TOP BOARDS I INVERTED 18.12 / Ii I Illi PITCH IL I I I I '.'' - •- 'l l 2465 BAY SHORE ROAD MDFD. GREENP I ORT N.Y. 11944 II I -• - I -- - I NEW LOFT MDFD. BEDROOM -- - --_--- -- BATHROOM NE SLEEPERS TO BREPTEBoT> DRAWING TITLE: NEW _ : --- I -- PLYWOOD _ EXTERIOR WALL AWAY FROM EXTERIO e � R ELEVATIONS INTERIOR ELEVATIONS I f li I „III IIII UNDERSIDE OF NEW NEW KITCHEN DECK TO BE FINISHED - I WITH "X5 " AZEK ' P I I I Il I BEADBOARD I - - -, - - AGE: I i i ROOF17�GK 1 ��T�I L I I I I I II III MODIFIED IVINGI NING ROOM I I A-200 SCALE: I" = I'-o" AMA04,hoo NTERIOR ELEVATION A/A-500 IN7ERIOR ELF-\/ATION B/A-300 SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-O" DATE: 03/01/21 81 9 SECTION NOTES d M 1 —_—_—_—_—_—_—_------ EXIST. ROOF HEIGHT Q 0 ELEV. +23.5' 0 '' N I1. INSTALL NEV4 ROOF 5HINOLE5 TO MATCH EXISTINO O 2.INSTALL GE AND DATER SHIELD FROM FASCIA UP TON NEW RIDGE AS PER PLAN I W W NEW ROO G O NF J N = 24 FROM IN51DE FACE OF STUD WALL AND AT VALLEYS �12 4WRQ AS 12 M OVER 3.INSTALL 15 # BUILDING FELT N.O.N) OVER 2 pF�Q P 3.6 Q N 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) qfv 2 (4) 51all - C 5. GAP 5HINOLE OVER RIDGE d HIPS (AS REG'D) VAULTED VAULTED H.D.C. LAC uJ CEILING CEILING W >- b.PROVIDE RIDGE VENT AS REQ'D) 8.00 BOLTS S B (PREDRILLED) Z ( � � -1. FLASH ALL VALLEYS J Z B.INSTALL DRIP EDGE AS REQ'D -- - - - -- -- "-� -- - - - - - -- a. INSTALL ALL AS PER MANU. 5PEC:.'s Lo - - - - 3 2 TYPICAL ROOF 8 CEILING CON'51RUCTION: 4 -- - -- - - ---- -- p- - - - � Y C� 8.00 � � N O CIL • NEW ROOFING AS NOTED _ = _� 3 _ \\ - �" d• C • 1/2" GDX PLYWD 5HEATHIN6 (B1.UGKIN6 ® ALL dJ r r 4 5.00° 1.50" -- - -- - " - - ---\- -- -- - --- " -- -" -- - Z - ' O .. PLYWD SEAMS) p • R.R., G.J., 8 G.T. AS NOTED ON PLANS (® SPANS 1 u? 3/8° THK. PL. = NOD O TOP OF FINISHED 1. 1 I 411 3/8" THK. H.D. OVER 5' IN5TALL "X" BRIDGING 0 CENTER OF I! 5PAN,U.O.N.) DECK TO BE 2" MODIFIED /4 11 1.25" CALV. PL. Z Q • MIN. OF R-4a SPRAY FOAM INSUI-ATION LOWER THAN I, II, ;i SECOND FLOOR i I .,_I _I i I- .I a FINISHED INTERIOR j NEW LOFT BEDROOMit III 1 TYPICAL EXTERIOR WALL CON`.5TRUCTION: - --- SECOND FLOG Z5-112" O.D. SCH. 40 HOT GAP PLATE 'A' W • UPON "TYVEK" HOUSE WRAP (OR EQUAL) ELEV. +10.'1' DIP CALV. STL. COL. J 00 O UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® - (ASTM A123) AS PER FOR CONNECTION OF STL. COL. TO (2) 1-3/4" WIDE ALL PSTUD SEAMS) 1A V - - - -1 PLAN WELDED TO PL. LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER Z_ 0 • 2"xb" STUDS ® Ib" O.G. w/DBL. TOP PLATE � O • MIN. R-13 CAVITY INSULATION W/R-5 CONTINUOUS ---=-- NEW II �" TJI 210 „ „ 1 I - - 1 8x8 x3/8 THK. O STL. BASE PL. 8.00 • 5 INSULATION BD. WALL FINISH jl O ��2-" _ Z >: 4 NEW 5IDIN6 NOTE (TYP.): ji o I_.' 1 ( I' (4) 1/2" HOOKED ANCHOR O (4) 3/8 H.D.C. LAC � Z N 4 I. INSTALL NEW SIDING TO MATCH EiXI5TIN6 UPON ' O BOLTS (PREDRILLED) �L -� 2."TYVEK" HOUSE WRAP (OR EQUAL) BOLTS EMBEDDED I NTo _ W co I 3.INSTALL ALL AS PER MANU. 5PEC,.s -_--I F0071NO MIN. 4" W/ OVERSIZED - - - - - "- - - - - -. - --- L0 cr T-11 NEW OAK FLOORING WASHER AND END NUT SETUP �` O INSTALLATION r I I m -... .. .- UPON EXISTING O -- ( /tel �\ O Q .. _ 5UB-FLOOR 5. 5I0IN6 SHALL EXTEND To TOP OF FOUNDATION JI ..........._.._......._._.._. 4.PROVIDE ALL NECESSARY TRIM FOR PROPER I i WALL III II MODIFIED NEW LIVING ROOM I'I KITCHEN FIRST FLOOR I / W ---------IF- 11 11 11 11 11 11 11 11 11 11 11 11 11 BASE PLATE 'A' -- - - -- -- - �- - - - / "- - - - -�' -- — -- - O5FOOTING ELEV. +1.8' NEW 10'0 'SONOTUBE' UPON 18"X18"}:12" DEEP P. GONG. ! I I I I I I 8 a -- - - --- -- - - - - - --- - - --- W O NEW 8"� '50NOTUBE' UPON 12"XI2"X5" DEEP P. GONG. -- - I 3/8 THK. PL. � I 1 = Q 3/8" THK. H.D. EXIST. DECK 1 I � � FOOTING 4 Oz I ,i 1.50" OALV. PL. 'J O NEW 4"x4" P.T. POST b 5 m GAP PLATE 'B' Q EXISTING FOR CONNECTION OF STL. COL. TO (3) 1-3/4" WIDE g NEW %"Xb" COMPOSITE WOOD DEGIC BOARDS UPON BASEMENT LVL LUMBER OR (3) 2" WIDE OR (4) 2"x WIDE '_"' O NEW P.T. DECK JOISTS AS PER PLAN DIMENSIONAL LUMBER OR 5.25" WIDE PSL . :ce O NEW LEDGER AS PER PLAN STEEL OOLUMN BASE TOP PLATE I�ETA I LS SCALE: I/4" = I'-O" A-300 SCALE: 3" = I'-O" i °o Q W Q I ! --" " - - NEW STL. GAP PL. FLOOR SYSTEM w - - -- - -- i T AS NOTED 1 0 - - - - - - -- - - - -- -- - - WELDED O COL.;SEE MAS = NEW I GAP PL. DETAILSLL FULL BATHROOM _--- EXIST. WOOD BEA '0 - NOTED ON PLAN IO i I 2' Ix L�� Q I I NEW ALL PLUMBING WORK O NEW 3-I/2" O.D. SGH. 40 STL. w I I I FULL BATHROOM ! SHALL CONFORM TO ALL PLUMBING d p ' 1 I LOCAL PLUMBING CODE 12' FUEL 6A5 WORK I Q o I 1 I O COL. (ASTM A123) AS PER 1 i 12 I p SHALL CONFORM FOUND. PLAN BY SIMS STEEL Z I I I PROVIDE "ABESCO FP200 FR TO LOCAL I(5 I 12' I I EXPANDING FOAM"(OR EQUAL) EGEND PLUMBING CODE d (OR EQUAL) v> 0 I 1 I FUEL OAS w V I I AT ALL PENETRATIONS IN FIRE I HOT WATER 111 i I RATED WALL5 AND �� -----� SUPPLY OU III; Z ,I U1 I I FLOORS/CEILIN65. PRODUCT Qa w BASE PLATE 'A' WELDED III, EXIST. 4" POURED GONG. 0 O' I CONFORMS TO A5TM E 514, I N U -_--- I I - --- ASTM E 84,AND UL 1419 I SHOWER i I �.._.._..-{ SUPPLY - PI EIXROVIDE PANDIN6 FOAM FF200 FR OR EQUAL) DETAILS FOR BOLTING !I SLAB ! ISHOWER - --- "--- I I GOLD WATER - ---- -.- „ (NS: TO COL.;SEE BASF: PL. 1 I'I I - p� _ I AT ALL PENETRATIONS AT WALL5 0 it >- - --------- - ---- ----- ----- - - _®________ I _______ II -- - - PROVIDE "ABE500 FF200 FR AND FLOORS/GEILIN65. I- - I - _ EXPANDING FOAM"(OR EQUAL) �, 2.PRODUCT CONFORMS TO ASTM E N NEW �� AT ALL PENETRATIONS IN FIRE 814,ASTM E 84,AND UL 14-141 Q I � 0 KITCHEN ALL PLUMBING WORK I' RATED WALLS AND V) Z SHALL CONFORM TO �.!E�y :I, FLOORS/CEILIN65. PRODUCT O Z LOCAL PLUMBING CODE KITCHEN 11', CONFORMS TO ASTM E 514, W W O ASTM E 54,AND UL 14'1a 2 N w 0 2 NEW VENTLE55 -O - Lu-� F i 3 GLEAN OUT 0 I --- j 18 XI8 XI2 P. GONG. FTG. U Z O " AS REQ'D 0 O EXIST.F.A.I.TO LL 1 � ..-.. OAS FIREPLACE NEW PROPANE -- --- "- -- LL REMAIN q4 II' I tf TANKS N 2" 11 I I' 1 NEW FREEZE PROOF OUTDOOR w II 0 - -0- N," -- LL I 1 SHOWER Q � I -- -- 1 STEEL COLUMN DETAIL ILL0 I RANGE II I G.O. I I - DW I I'I G.O. I I I 1 1 NEW FREEZE PROOF HOSE BIB ----- — --. --"- --- -- _ -- -- _ _-- --- 1 w/VACUUM BREAK FASTENED O y SCALE: 3/4" = I'-O" w I I DW w/PIPE FASTENERS(PRECISE 4" GRADE �' LOCATION T.B.D. IN FIELD m 'iZI� CONSULT W/OWNER) 6A5 SUPPLY CONNECT TO -"��'WWWWWW EXI57 WATER GRADE GRADE F MAIN RAIN SUPPLY SYSTEM i i ', T1 .t e k�', a X 4 HOUSE TRAP `Or Q G.O.! 1 Lu TO STREET IA Ii rWATER MAIN - - - - -- NE + _ I W �.._.!_.._..� NEW 4." BOILER BOILER TO SEPTIC -- - -- - -- -- - ----- - y� SYSTEM `- - 5/4"xb" COMPOSITE PLUMB I NO RISER - SUPPLY OAS RISER - SUPPLY WOOD DECK BOARDS PLUMB I NO RISER - I7RA I N / NASTE VENT SCALE: NTS SCALE: NTS PROJECT: SCALE: NTS (2) 1/2"(P HOT DIPPED CALV. BOLTS ® MARTINEZ EXIST. EXTERIOR _EA. P05T W OVERSIZED WASHERS s P.T. F.J. A5-/ END NUT PREBORED INTO BEAM, POST, RENOVATION SHEATHING PROPOSED PROPANE TANKS PER PLAN cV DECK TIE RIM BOARD ASSEMBELY EXIST. 5IDIN6 MATERIAL T. AM AS TED BUILDING PAPER a HOUSE WRAP - 50LIDEBLOCK ®012" O.G. II' (2) 'L' BRACKETS PER �r!`' TO FULLY OVERLAP FLA5HIN6 TANK wl EXIST. STUD W/1LL ANCHORS FORAEAGH NOTE: 5/4"x REQ'D NEW COMPOSITE (2) SIMPSON DJTI4Z 2465 BAY SHORE ROAD WOOD DECK DECK ,.1015T TIE ® EA. (1) 1/2"cP H.D. CALV. THRU BOLT w/ GAP FOR TANK ALL DEGKIN6 SHALL BE FASTENED HEIGHT GOMP051 POST GREENPORT N.Y. 11944 DRAINAGE �� RISER OARDS A5 OVERSIZED WASHER d END NUT � 5/4 xb COMPOSITE w/ COATED DECKING SCREWS BY NOTED ON P.T. DECK JOISTS AS PRE30RED INTO POST $ DECK - - DECKIN6 N.O.N. ON PLAN/ "DEGK MATE" (OR EQUAL) 5/4"x6" NOTED ON PLANS "SIMPSON" ABA44Z JOI5T TIE T T.__ "Z" FLASHING SECTION/DETAIL5) 4" P. GONG. SLAB w/ GOMP051 PLANS ® COLUMN BASE _ ' _- _ I. � bxb 10/10 WWM FOR 4" THK. x .5" WIDE x DRAWING TITLE: I � �� POST ---- - --- -- -- ------ PROPANE PLATFORM DECK BOARDS ry 4x4 P.T. WIDTH OF STAIR P. GONG. PAD 1'NOSING(TYP) GRADE BUILDING SECTIONS FLASHING - _- II RISER DIAGRAMS DRIP EDGE P.T. DECK JOIST 'SONOTUBE' FILLED II - COUNTER AS PER PLAN 2"xb" P.T. BLOCK IN BETWEEN EA. n° 2"x BLOCKING ® EA. SOLID w/ P. GONG.;SIZES AS PER PLAN `�n DESIGN DETAILS t:iFLA5HIN5 STRINGER. FASTENED TO P. GONG. (10,MIN II JOISTS AS PER PLAN FASTENED w/(2) � � TRINGER TO MATCH SIZE 5/5" 0 x 5" LONG HEAVY DUTY GAL. PAD w/ la/64" x 5-1/2" CONCRETE _ LAO BOLTS ® Ib" O.G. INTO MUD SILL METAL 6ALV. JOIST HANGER SCREWS BY "CALIBURN" (OR EQUAL) OF P.T. DECK JOISTS z RIM BD.;WHEN ® FOUND. WALL FASTEN BY 151MPSON' (OR EQUAL) ® l'� - MIN. (3) SCREWS PER BLOCK FASTEN STRINGER ° PAGE: N1(2) SO QR x ALONG APPROVED O rj ry FOOTING 51ZE AS PER PLAN 1 MASONRY ANCHORS ® Ib" O.G. EA. JOIST Cq�� GRADE �� TO BLOCKING (MIN. b II m "Z" FLASHING 4°H PK np GRADE FASTEHERS) EXIST. FOUNDATION W/ALL 6 ��F'p`� I 2"x12" P.T. 5TRINGERS ® Ib" L' (I) #5 BENT Al -300 I� -e•—I .C. (MIN. 3 STRINGERS ® REBAR J2 EA. STAIRWAY) Ib O.G. �. LE17OER OONNEOT I ON I�)ETA I L PROPANE TAN< SLAB DETAIL EXTERIOR V400r7 STAIR DETAIL DEOfG SUPPORT l7ETA I L A-300 SCALE: I" = I'-O" �`-300 A-300 SCALE: NTS A-300 „ _ „ SCALE: 3/4" = I'-o" DATE: 03/01/21 9 OF 9 SCALE: 3/4 - I -O