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HomeMy WebLinkAbout41158-Z �O�gUfFO(�cdGy Town of Southold 8/23/2017 a P.O.Box 1179 53095 Main Rd x4,1 o�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39160 Date: 8/23/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 745 Watersedge Way, Southold SCTM#: 473889 Sec/Block/Lot: 88.-5-62 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/26/2016 pursuant to which Building Permit No. 41158 dated 11/14/2016 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 A SIDE COVERED ENTRY TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Honig,Peter&Susan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41158 08-10-2017 PLUMBERS CERTIFICATION DATED 06-27-2017 rad Piecuch OL UVW1,/L P t ed Signature o�su o�xco TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy. • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41158 Date: 11/14/2016 Permission is hereby granted to: Honig, Peter& Susan 1787 Hawks Nest Dr Collegeville, PA 19426 To: construct additions and alterations to existing single-family dwelling as applied for per DEC Non-Jurisdiction letter and Trustees approval. At premises located at: 745 Watersedge Way, Southold SCTM # 473889 Sec/Block/Lot# 88.-5-62 Pursuant to application dated 10/26/2016 and approved by the Building Inspector. To expire on 5/16/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $733.60 CO -ADDITION TO DWELLING $50.00 Total: $783.60 (& _11� uildin pector t � • r 4 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 oi•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 fi-oin 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. Conmiercial 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, Swiinrning 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. October 26, 2016 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 745 Watersedge Way Southold House No. Street Hamlet Owner or Owners of Property: Peter & Susan Honig Suffolk County Tax Map No 1000, Section 88 Block 05 Lot 62 Subdivision (� ( Filed Map. Lot: Permit No. I 1 5 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Plaming Board Approval: / Request for: Temporay Certificate Filial Certificate: ✓ (check one) Fee Submitted: $ 'App li i ignature pF SOU�y®l® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G a� roger.richert(cD-town.southoId.ny.us Southold,NY 11971-0959 ®�yCow,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Honig Address: 745 Watersedge Way city,Southold st: New York zip: 11957 Budding Permit#: 41 158 Section: 88 Block- 5 Lot 62 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: R.J. Corazzini Electric License No: 33419-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 8 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 12 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 2 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Paddle Fan, 1- Exhaust Fan. Notes: Inspector Signature: Date: August 10, 2017 0-Cert Electrical Compliance Form As *rjv SOU��o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ©t COUN I BUILDING DEPARTMENT D INC TOWN OF SOUTHOLD JUN 2 7 2017 BMDING D.EpT. CER'T'IFICATION TO OFSoVfiOET) Date:_ 67/'2-7//7 Building Permit No. Owner: lah j Please print) Plumber: Yql� &etuCh (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of I% lead. 01 ! (Plumbers Signature) rl Sworn to before me this�u— day of &, , 20J Notary Public,&96ik County TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY Q COMMISSION EXPIRES JUNE 30,2y a ,oaf SOUI'yo Flo N o TOWN OF SOUTHOLD BUILDING DEPT. 765-1502 INSPECTION [m I OUNDATION 1ST [ ] ROUGH PLEIG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: AI1 a ,ah/ Ko�WI �I �((�✓ DATE I INSPECTOR SOUly - # 'F comm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- ' [ ] FOUNDATION 1ST [ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [V� G / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: AS�10 o u:e�S 010 DATE ✓z 3 INSPECTOR ESO �a� Ulyo s �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT CN [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] LECTRICAL (FINAL) REMARKS: 0 � S-k� �- 'ate- o DATE J INSPECTOR '' l �g OF SO(/T cou N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �. ��� 'v� N-"ec ^D YV DATE ?J /o INSPECTOR �b` O��Of SO�Tyo H O o�y o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] PUGH PLEIG. [ ] FOUNDATION 2ND [ "'INSULATION [ ] FRAMING / STRAPPING [ ] F L [ ] FIREPLACE & CHIMNEY [ FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTA PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTR L (FINAL) REMARKS: lelo' Vt'kf in (-� " � fir✓ . DATE INSPECTOR %QL l �o cOUNiY,��Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND 4SULATION [ ] FRAMING / STRAPPING [ .,4 FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) nom, s REMARKS: 01 `� ✓ �?,�S Ci vdr d® S r IPom fSv KT-rvu �l vi g6&��4- N �lnok DATE �' I INSPECTORo6 SOUry o� O TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ eFINAL ULATION FRAMING / STRAPPING /Q [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN L) R MARKS: to "Ite", �ewl Vl-�g4w,\ eC.,- DATE INSPECTOR / L 3� / N o C �� holy 0 NiV,a� TOWN OF SAUTI•IOL® BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ r ELECTRICAL (FINAL) REMARKS: ®ATE /& 17 INSPECTOR i J.P. HUNTER ENT RPRISES, INC. HUNTER INSULA ION ■ HUNTER HARDWOOD FLOORING 675 Elton Street,Riverheid,NY 11901 (631) 283-4120 fax(631) 283-4163 July 5; 2017 i D, [EQE0'V[E RE: Permit #41158 i D 745 Waters Edge Way Sout iolt Honig Residence JUL - 6 2017 BUMDING DEPT. To Whom It May Concern, TOWN OFsoumOLD I This is to certify that the abOVE mentioned project was insula ied as follows: Insulate flat open ceiling with ' R-30 kraft faced fiberglass insulation. Insulate 2 x 8 slope ceiling v jtl 7" R-30 kraft faced fiberglass insulation with full baffle. E Insulate 2 x 6 exterior walls ':ith i 5 %" R-21 kraft f ced fiberglass insulation. Insulate 2 x 4 exterior wall 3" R-21 closed cel foam. Sound deaden all interior wIls with 3 %" fiberglass sound batts. Sound deaden between floors ith 6" fiberglass sound batts. Insulate crawl space with 9" R-30 reversed, secur d with tigers teeth. Fire caulk all penetrations asp r code. Caulking at all sheathing joints bottom plates, and any penetrations to exterior. Install windwash baffle at peri leter. Fiberglass batts to be installed s per energy star specifications. Low expansion foam at windolars and doors. Install FSK air barrier at all o e kneewalls, caulke J. I Sincerely, i Kenneth Brauner f I j I I i �--� r slow _ � �. r •�wss rftmMoto*J Jit! #,j..w4mr•r. 4 aw Yin.i'w—r J4 �RMb.MW •..bq i�lra Y v_ V 1JI�e � a s+�ulull+�e►r heft--k—" w S INSPECTIONFIELD . COMMENTS FOUNDATIONMW1 , � . NMI FOUNDATION (2ND) ROUGH FRAMING& PLUMBING � r ram INSULATION PER N Y STATE ENERGY Co�� _ 0 0 M� �L ,0IP 0- AW111 M ; ����• L7J �ri i►1 wd �02 , 1 - --- (�. . r' ice;%1 • i � w TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health n/a SOUTHOLD,NY 11971 4 sets of Building Plans yes TEL: (631) 765-1802 Planning Board approval n/a FAX: (631) 765-9502 dTSurvey_ yeS Southolown.NorthFork.net PERMIT NO. Check no Septic Form n/a N.Y.S.D.E.C. yes Trustees yes Flood Permit n/a Examined ,2& Storm-Water Assessment Form yes Contact: Approved 20 Mail to: Nancy Steelman Disapproved a/c 25235 Main Road, Cutchogue Phone: 631 734 6405 Expiration ,20 [EC[E0'V[g B spector D APPLICATION FOR BUILDING PERMIT D OCT 2 6 2016 Date October 26 2016 INSTRUCTIONS PaUffDRPREMUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets TqM,(MQMQM 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 to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances, building code,housing ode, and re lations,and to admit authorized inspectors on premises and in building for necessary inspections. J— /(SifKtu"erP'PTicant or name,if a corporation) 25235 Main Road Cutchogue NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Architect Name of owner of premises Peter and Susan Honig (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: 745 Watersedge WaySouthold House Number Street `Y- -3 —`; ; ':; P:` p.:;;• 11; ""'Hamlet o "� r -r• t County Tax Map No. 1000 S di- ' $� r '�'"''s�'B't0& Lot 62 Subdivision ,btuja�;: ;,F4 TiQ f Map No. Lot i 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Residence and One Car Detached Garage b. Intended use and occupancy SAME 3. Nature of work(check which applicable):New Building Addition X Alteration X Repair Removal Demolition Other Work 4. Estimated Cost $600,000 Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front .391_011 Rear 391_011 Depth 64'-6" Height 23'-10" Number of Stories 2 Dimensions of same structure with alterations or additions: Front 39'-0" .,'- =R`eai �M�9`�Qs� �•.. Depth 74'-4" Height 23'-In" Number of Stories/if 1192 V� Rear Depth 8. Dimensions of entire new construction: Front �.. Height Number of Stories 9. Size of lot: Front 100' Rear 97.8' Depth 179.59' ' v.,i JAL dt 10. Date of Purchase 2010 +/- Name of Former Owner Honig 11.Zone or use district in which premises are situated R - 40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded?YES NO_X_Will excess fill be removed from premises? YES X NO 14. Names of Owner of premisPeter & Susan HonigAddress Phone No. Name of Architect Nancy Steelman Address25235 Main Road Phone No 734 6405 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_X_NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. -See attached b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. _See attached 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 NO X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk) Nancy Steelman being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Architect (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 o2 Co day of 0gro66-2' 2016 LAUREN M MCKISSICK Notary Public T P u pli nt -No:01MC6342308 Qualified in Suffolk County My Commission Expires May 23,2020 L f John M.Bredemeyer III,President ��®F SOU,® Town Hall Annex Michael J.Domino,Vice-President �® ® 54375 Route 25 V P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski I ® Telephone(631) 765-1892 Charles J. Sanders ® a Fax(631) 765-6641 COUNT�,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 8886A Date of Receipt of Application: September 22, 2016 Applicant: Peter& Susan Honig SCTM#: 1000-88-5-62 Project Location: 745 Watersedge Way, Southold Date of Resolution/Issuance: October 19, 2016 Date of Expiration: October 19, 2018 Reviewed by: Board of Trustees Project Description: To construct a new 9'2"x17'6" two-story landward addition{ to existing dwelling; construct a 10'2"x6'4" covered side entry porch; install a,new,. walkway between dwelling and garage; and install gutter to leaders ta-drywells; and in accordance with Chapter 236 of the Town Code-S#orm water Management. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indioated on the site plan prepared by Samuels & Steelman, Architects, dated September 20, 2016, and stamped approved on October 19, 2016. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. John M. Bredemeyer, III President Board of Trustees Michael J. Domino, President �`�©� soUT�o Town Hall Annex John M.Bredemeyer III,Vice-President � �Q 54375 Route 25 P.O. Box 1179 Charles J. Sanders Southold,New York 11971 Glenn Goldsmith G Telephone(631) 765-1892 P A.Nicholas Krupski �O Fax(631) 765-6641 �yCOUNT�,�� DD AUG - 8 2017 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BUILDINGDEPT. TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1372C Date: August 8, 2017 THIS CERTIFIES that construction of a new 9'2"x 17'6"two-story landward addition to existing dwelling; construct a 10'2"x6'4" covered side entry porch, install a new walkway between dwelling and garage; and install gutters to leaders to drywells and in accordance with Chapter 236 of the Town Code-Storm water Management. At 745 Watersedge WE, Southold Suffolk County Tax Map#1000-88-5-62 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 22, 2016 pursuant to which Trustees Administrative Permit#8886A Dated October 19, 2016, was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for construction of a new 9'2"x17'6"two-story landward addition to existing dwelling; construct a 10'2"x6'4" covered side entry porch; install a new walkway between dwelling and garage; and install gutters to leaders to drywells and in accordance with Chapter 236 of the Town Code-Storm water Management. The certificate is issued to Peter& Susan Honig owners of the aforesaid property. Q Authorized Signature NEW YORK STATE DEPART .viL-NT OF ENVIRONMENTAL CONSLrt ATION Division of Environmental Permits,Region i SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov LETTER OF NON-JURISDICTION -TIDAL WETLANDS ACT August 17, 2015 Peter Honig 1787 Hawks Nest Dr. Collegeville, PA 19426 Re: DEC ID# 1-4738-04408/00001 Honig Property 745 Watersedge Way Southold, NY 11971 SCTM#: 1000-88-5-62 Dear Mr. Honig: Based on the information you submitted, the New York State Department of Environmental Conservation (NYSDEC) has determined that: The portion of the referenced property, as shown on the plan prepared by Samuels & Steelman Architects, dated June 3, 2015, and on the survey prepared by Peconic Surveyors, PC, dated July 8, 1998, that is landward of the bulkhead greater than 100 feet in length and constructed prior to August 20, 1977 as evidenced on the NYSDEC Tidal Wetlands aerial photo map#716-544, is beyond the jurisdiction of Article 25 (Tidal Wetlands Act). Therefore,.in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required under the Tidal Wetlands Act. Please be advised;however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetland jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15' to 20'wide construction area)or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Since ely, Laura J. Scova7zo Deputy Permit Administrator cc: Samules & Steelman BOH—TW file MEVIYDRK Department of STATE OF OPPORTUNITY Environmental Conservation Scott A. Russell °'109111Q/r�6_ S' FORI.MWAMEIK SUPERVISOR MAN AG]EMIEN' F S5MainR DTOWUTHOL ,'NEW ox 1179 'own of Southold 53095 Main Road-SOUTHOLD,'NEW YORK 11971 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ' CT 2 6 201 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) 0 E A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑9B. 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 , i 100 feet of horizontal distance. ' ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑EfE. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑9 F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management i 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, Contact 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 with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other)1I 1 S.C.T.M. #: 1000 Date District NAME NanQV SteelmaA Architect ii 88 05 62 10-26-16 a= ! f Section Block Lot *"**FOR BUILDING DEPARTMENT USE ONLY**** ! 63 34 6405 ! Contact Information i RekpAorr Aumlxr! ,�, ' Reviewed By. — - - - - — — — — — — — — — — — ,� ,' Date: J� 'c�f�'-� ljr { Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — 745 Watersedge Way,Southold,NY I� Approved for processing Building Permit l;I ❑ Stormwater Management Control Plan Not Required. +'•; Stormwater Management Control Plan is Required �'s ® (Fork aid to Engineering Depai tment for Review.) FURM # SMCP-"1-US M_A T 2014 _ l APPLICANT S.C.T.M.#: 1000 (Property Owner,Design Professional,Agent,Contractor,Other) —�— 'DVIMIr� CHAPTER r+ — -_� ) Stormwater Management Control Plan CHECK LIST NAM. Nan Steelman, Architect Section Block Lot a S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application Pk-63 * The applicant must provide a Complete Explanation and/or Reason for not providing 631-734-640 Date ,,ol pp p p p p g gnat TdeP�rc Nnnibcr 10 - 26 - 16 all information that has been Required by the following Checklisd 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE NO NA If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: If you need additional room for explanations,Please Provide additional Paper. a Location& Description of Property Boundaries F—]0 EKOSION&SEDIMENT CONTROLS b Total Site Acreage. == Shall include but not be limited to: c. Existing-Natural & Man Made Features within 500 L.F. �77 A well maintained Construction-Entrance of the Site Boundary as required by §236-17(02) Wire Backed Soft Fencing. qahilizatian & d Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. Seeding of exposed andjor inactive- go-i1s. e. Limits of Clearing & Area of Proposed Land Disturbance. 00 f Existing& Proposed Contours of the Site (Minimum 2'Inteivals) g. Location of all existing& proposed structures, roads, DRAINAGE INSPECI ONS,ARE REQUIRED driveways,sidewalks, drainage improvements&utilities. Go ntact TOS Engineering at 765-1560 before h. Spot Grades,& Finish Floor Elevations for all existing& Baeltlfill, OR , proposed structures. 1. Location of proposed Swimming Pool and discharge ring. �� Lode. j. Location of proposed Soil Stockpile Area(s). 0 k. Location of pioposed Construction Entrance/Staging Area(s). Existing ravel drivewiiy for site access I Location of proposed concrete washout area(s). Nr I No concrete wash area required m Location of all proposed erosion&sediment control measures. 0� 2. Stormwater Management Contiol Plan must include Calculations showing lugs 7 that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(2")inch 0 rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for appioval. items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. EMMINGDEff- b. Construction Entrance&Site Access. 0 Existihg gravel driveway for site acces O c. Inlet Drainage Structures (e g.catch basins,trench drains,etc.) d. Leaching Structures (e g infiltration basins,swales,etc.) none re uired --— ---- ------------ - - --- - - -- - --- - **** FOR ENGINEER( ;DEPaANUE ONLY**** , Additional Information is Required. j Reviewed & I Stormwater Management Control Plan is Not Complete. I� j /�pprovedBy: — — — — — — — — — — — — — — — — — — — — — — — l; Stormwater Management Control Plan is Complete. I Date. SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 ,�oSIlFFOQ- Town Hall Annex Telephone(631-1802 54375 Main Road Fax(631) 734-9502 P- O- Box 1179 CD Fax Southold, NY 11971-0959 y o411 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: C"IV,—,2 Owner: �"�Y- � r >n 140ni cr Location of Property: d Please take notice that the (check applicable line): 11171 New residential structure Addition to existing residential structure Rehabilitation to an existing residential structure :. to be constructed or.performed at the.subject property refergnce above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC} in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Flow and roo raming (FR) Signatur .Name (person sub ting this form): b Capacity(check applicable line)- Owner Owner representative TrussResReg15.docx Effective 1!1!2015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC -PlkNTONE - _ - - - - - - ------• 3ESIGf4ATIOK,-OF-GINS T fZUCT iail - - (PMS) 9187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN- REFLECTIVE WHITE 4 1/2" STROKE • .._ ..:vistGnla�tor`i�o1i-s�t�itt� -R=dt ' --- -.__��._�--=---=•-=-=_=-- :, COMPONENTS THAT-ARE'OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDEISq AHD BEAMS- "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAM16G'' TRUSS IDE\IilFlCA lCN SI(3q COWLIANCl:WTH 19 WCRRPPRF 12651i� �DEs DIV.rsta>`I EXAMPLE TRUSS [DEM-{FIGPMON SIGN QATE:03(0a(2005 -17 NEW YORK STATE DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION iP:cj2.TbfEklrLl�`$(�Cf c: L a of SO�jyOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road GO 4 (631)765.-9512 P.O.Box 1179 G� _ CoQ roger.richert Rx(631) Southold,NY 11971-0959 �lyO4Ul+fi`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: _ Y Com an Name: P r6J 2Zr'n, l�C Name: License No.: 3 3 9"'1 _Z4- Address: l �„ Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax-Map District: 1000 Section: Block: Lot:. *BRIEF DESCRIPTION OF WORK(Please Print ttfClearly) A/u-w (Please Circle All That Apply) *Is job ready for inspection: ES NO Ro gh In Final b *Do you need a Temp Certificate: YES / h Temp Information (If needed) *Service Size: 1 h 3Phase 100 150 200 300 350 400 Other *New Service: e-connec Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION `G ®ally 7% © 7� 82-Re s or Inspection Form /ll. Pontino, Susan From: Rachel <rachel_t04@yahoo.com> Sent: Tuesday,August 15, 2017 3:33 PM To: Pontino, Susan Subject: Honig.JPG Attachments: E351583E-8AEB-415D-9715-8F6E7B4CCD43.JPG;ATT00001.txt Hi Sue, Here is the certificate posted at the Honig project,745 watersedge way,southold. If you could please confirm receipt, it would be greatly appreciated. Best, Rachel ad Z 6.3 FT. BROWN SILT NQ• M � 9.7 FT WATER IN BROWN SILT WATER IN BROWN FINE TO w J = a = LL COARSE SAND w• a . Q NO ° 17 FT. 7E w• C4 M COMMENTS: WATER ENCOUNTERED Q H 6.3' BELOW SURFACE, ELEV +1.2' 1AGE CALCULATIONS_ NEW ROOF DW OF NES AREA x RAINFALL x RUNOFF FACTOR C.) sT��<�� 211 5F x ' (2/12 FT.) x 1.0 = 56.2 GU. FT. z s 5E: (1) 8' DIAMETER x 4' 'HIGH POOL V X 4' STORM DRAIN RING = 16,�i CU. FT. 01?953 rGV� PROVIDED REQU 1 RED s �E aR 16cl GU. FT. > 56.2 GU. FT. ROJE NO: 1502A EROSION&SEDIMENT CONTROLS DRAWN BY: Shall include but not be limited to: UT A well maintained Construction Entrance, CHECKED BY: Wire Backed Silt Fencing,stabilization & NS Seeding of exposed and/or inactive soils. DATE: OCT. 10, 2016 DRAINAGE INSPECTIONS ARE REQUIRED SCALE: Contact TOS Engineering at 765-1560 before 1 if = 101 . 01V Backfill, OR Provide Engineer's Certification SHEET TITLE: that the drainage has been installed to Code. SITE APPROVAL OF STPR wAr PLAN CONTROL PI IV To n Co a a EM6 ELVr Date: I- . 23 1N APproved by: !d SHEET NO: 7 x i REScheck Software Version 4.6.3 Compliance Certificate Project Honig Residence Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Orientation: Unspecified Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 745 Watersedge Way Peter and Susan Honig Nancy Steelman Southold, NY 11971 1787 Hawks Nest Drive Samuels and Steelman Architects Collegeville, PA 19426 25235 Main Road 610-584-1169 Cutchogue, NY 11935 honigp@msn.com 631734-6405 nancy@samuelsandsteelman.com 0 0 0 B•,o .`oFJ{.� .?::�'. ,tyy�,wj: ,.,r.:`k`: tJu,;4�'!d�,j:. '�i .m`,frra:Ca'ghH•rfy. �+_�;,d..-'i1,Aa,"s'+Fr Compliance: 21.6%Better Than Code Maximum UA 273 Your UA: 214 Maximum SHGC 0.40 Your SHGC: 0.17 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use-dr cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Cathedral Ceiling 570 30.0 7.0 0.027 15 Ceiling 2: Flat Ceiling or Scissor Truss 321 30.0 7.0 0.028 9 Skylight 1: Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.17 West Wall: Wood Frame, 16" o.c. 603 19.0 7.0 0.041 20 Orientation: Unspecified Window 1:Wood Frame:Double Pane with Low-E 109 0.300 33 SHGC: 0.17 Orientation: Unspecified East Wall:Wood Frame, 16" D.C. 637 19.0 7.0 0.041 23 Orientation: Unspecified Window 1:Wood Frame:Double Pane with Low-E 38 0.300 11 SHGC: 0.17 Orientation: Unspecified Window 2:Wood Frame:Double Pane 47 0.320 15 SHGC: 0.20 Orientation: Unspecified North Wall:Wood Frame, 16" o.c. 493 19.0 7.0 0.041 18 Orientation: Unspecified Window 4:Wood Frame:Double Pane with Low-E 50 0.300 15 SHGC: 0.17 Orientation: Unspecified South Wall:Wood Frame, 16" D.C. 148 19.0 7.0 0.041 4 Orientation: Unspecified Project Title: Honig Residence Report date: 10/25/16 Data filename: \\NAS\share\Office files\Common autocad files\ACTIVE PROJECTS\Hearn\CONSTRUCTION Page 1 of 2 DOCUMENTS\Energy Calculation\Honig.rck .e Gross Area Cavity Cont. Assembly or - U-Factor UA Window 5:Wood Frame:Double Pane with Low-E 54 0.300 16 SHGC: 0.17 Orientation: Unspecified Floor 1:All-Wood J oist/Truss:Over Unconditioned Space 891 19.0 7.0 0.035 31 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application.The proposed building has be designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory require ents list d i t e REScheck Inspection Checklist. Name-Title S' na re Date Project Title: Honig Residence Report date: 10/25/16 Data filename: \\NAS\share\Office files\Common autocad files\ACTIVE PROJECTS\Hearn\CONSTRUCTION Page 2 of 2 DOCUMENTS\Energy Calculation\Honig.rck REMOVE EXIST. WALL REMOVE EXIST. r PROVIDE TEMP. SUPPORTS STAIR ot BALCONY ;- ------- O AT RAFTERS O \\ I \�. \\�' \ �; \�\ wot \\\ I \ .. `\\: F \` \ ea. �.•��.\ _ J.,.Z..\\ \\C 1 \\\ I I I I �' I /� f\\ I. 1100 \ 1 I �� 01 I I I ii \\ I i r ` i._./ r -- -------- LJI \\ � \ TO PILE EXIT 1 I ------- \� \\ AT EXXIST. Sif ?GULAR I '� II I-------- ----�--� I \. \\ \\ FL F E I ' I I I--------- I 1 \ STAIR OPENIN MOVE ALL I 1\FIXTURES PIPING 4 FINISHES \ \%\111%%\\\\ .\\ R ;� TILE FL \� \ \.� :\\� \• \ / EX I \E:X1STINCS I I �>4TH �, , �4.I . , \ ., c -------------------- -------------i-------------hIJ=====____ II I -- ------------ -+--------- REMOVE EXIST. GYP BD III I 11 i-------- �� CEILIWINSULATION/TRIM I II , I ----- I , I --- II I ---------------- f II REMOVE EXIST.--rte I III I REMOVt;EXIST. 2X i ii i FLAT CEILING REMOVE EXIST. FR,4�(ING i Ii i i i CIRCULAR STAIR l Ihl iii IIII REMOVE EXIST. COL..! J 1 ir_____ 8 RAILING o ♦�//�� Ul �d ilii I °I ONCE NEW COLLAR � i W yr I III I ui TIES HAVE BEEN i li ,� --1I7N tp z I�17-=---_---IINSTALLED O--------------------- O LL I W l IIII I11 I ______________I IIII IIII f--- ��--------------J Z I I I Q W f,ll II i \ Lu Lma �' EXISTING IIIIwil- , FAM I LY ROOM EX15T. PW ------------- L-----------10--------- I REMAIN IIII Z --------------------------�------ �---REMOVE E,X(5T. Iii iO III I BRICK VrNEER `\ O O III I III I �i' \� IIII III I � III I GENERAL NOTES REMOVE ALL GYP BD iii i AT INTERIOR WALLS InI \ 0 I. REMOVE ALL WD FL 2. REMOVE ALL WALL GE I L I NG "' " O o et FINISHES UNLESS NOTED OTHERWISE ____ ______--- ------ - ---------- REMOVE EXIST. 1 --------- --------- --------- --------- W 3• REMOVE ALL DOOR WINDOW CASINGS ROOF OVER-HANG i 4. REMOVE DOORS 4 WINDOW5 AS SHOWN 5. REMOVE ALL INSULATION I i i i co 6. REMOVE ALL EXISTING WOOD SIDINGI 'Am L b"-h wt EC" '0% "' P't Ag" N - 1. REMOVE ALL PLUMBING FIXUTRES $ PIPINGL�j EM 0"" LIT 10"P 0'A R"h T 5. REMOVE ALL ELECTRIC WIRING SCALE: 1/4"=V-0" Q. REMOVE ALL SURFACE MOUNTED FIXTURES 4 DOWNLIGHTS SAVE FOR FUTURE REUSE ' n LEGEND j II O REMOVE WINDOW 4 DISPOSE if—REMOVE EX15T BELGIUM EX EXISTING WINDOW TO REMAIN i I BLOCK CURBING II O REMOVE DOOR 8 DISPOSE r----- R I r------------ I I I n------t I _ J I I I II I EX EXISTINGDOOR TO REMAIN I%---------------i i i ii �i�"—REMOVE EX15T. MTL I -+—REMOVE BRICK LANDING I I II I I BILCO DOOR AT STAIR °� Z �________� EXISTING WALL TO BE REMOVED o r• o EXISTING WALL TO REMAIN I ---- I i t I I I i J o ' I I I I II I I W O M I I I I----------{ I R R I I II RL I I H � �p m I I I I I O 1 ii OLI_ W J• W Zj K 21 _ ---- _-__ LL LLJ. to I -------- - 1«�/� I(�\ �`� E XITH •I li �'_.�� I �� iii EXIST. a W• a °o a I u I; o I // �lYl II 1 AG = r> ice _='/ REMOVE EXIST. -- \ I STAR 4 BALCONY i y- -- / - ---`y r `\\\ LJI 1 I I I EX N to O __� ==I== { it 11 EX15T. 11 EXISTINIS --------- BATH_ 1 r' %i i -------- i \\`�o •''� iii i i i i BEDROOM EX II REMOVE EXIST. W D � --------- FINISH FLOOREXISTINGM T- — 1 / \\``C7ARACE I> ( I I I�I I I _______ EX I I REMOVE ALL PLUMBING REMOVE EXIST. c' c�'� X- sT��� \ FIXTURES PIPING d FINISHES l,. u i R O,°o CIRCULAR STAIRlu EXISTING � ';' 0 \� Q \ m <I nl 1 'n` 'n` EXIST. OUTDOOR I� R IIII MI—�ST�R ----- ----- �/ J G ______________ ++ I I ii I i----- — —i I 17. 'L3 1 � � i il> Q� �I 111 BEDROOM I 1 ,�' �-��.\\ I I I I SHOWER o�,..n_^' r > O /. \1 luX L -- EX ST.REMOVE EXIST. WD EI!E� FINISH FLOOR +A ------ r- ------ CLOSET - FROJEF NO: PROVIDE TEMP. SUPPORTS— \ , \ ,, I 1502A `, AT BEARING WALL PRIOR DRAWN BY: ' <'I I ---- -_-----J I O�ii \ III TO REMOVALS I NS CHECKED BY: ------� III PROVIDE TEMP. SUPPORT l> <11 REMOVE GYP BD AT O o`�\\ PRIOR TO REMOVE WALLS NS > < ALL WALLS 4 CLO AT �%� COLUMN EX DATE: EXIST. HALL EXISTING OCTOBER 10, 2016 ------ BEIDROOM SCALE: \ REMOVE EX15T. WD EX 1/4" = 11 - 0" FINISH FLOOR SHEET TITLE: ----------- EX15T PROVIDE TEMP. BARRIER ---- —_— --J--------- WALK-I N EX EX ----------- ------------ --------- AT THIS LOCATION CLOSET DEMOLITION REMOVE BRICK LANDING i I PLANS I ' EX EXIST. 5TOOP TO I I EXzzzzz BE REMOVED i i i EX j II aI I I EXISTING REMOVE EXIST. / �\ LIVING AREA SHRUB I`> EX SHEET NO: / TI LFIRSTFLOOR SCALE: 1/4"=V-0" REVISIONS: CLOSETS B D D � AT OFFICE REMOVED 6 7 6 7 17'-8" 111-111 '-1" .)�" ^11,211 AL �'_O1122._O.. 12'-10" Y� 4'_5�1 5-2x6 POS 77 NOTA: BENCH MINIMUM 2-2X8 HEADER NEW _ Q � WALK—I� NSW °�/ GE NEW MTL BILGO DR m , AT EXIST. BASEMT 0 � �I i J GLOS�Tm D STAIR ASTLR PC N x NEW D- ~ SHW4WF LBY L' HO ATH BEDROOM # 2 n I CLOSE TI � � � � �_ O OTHERS EW TILE]F� NEW WOOD FL. 17 I _ tr -�' �- T- LINEN GL SEE 0�; Flown 6 5 ELVES N ® — ------- '° LLNEW 2X8 GJ T A SIDE 1 C w C ®16" OG I - I 7 = _ O - O: 7 = � � m NEW 5-a 1/2"LVL FLUSH BEAM _L 2-2X10 2-2X10 Z --- - - --- I - - O O ® EA451DE URR OUT 0.r N SHOWER = I I NEW 4X4X1/ WALL- 2" � NEW WD 7 EXIST. PI T. 0 LLI IY O I ' 3 6 3 ? 2 4 5TL COL V O � W FIXED ' -' x O X PLIGHT I I D STAIR I Q Z D • o = I . NEW EX o W ® �, I t ��, ��a o _ B nRooM I I Q W og n m z w I I ., j` # 1 ` \ \ 13 3 N W WOOD FL. x 1L _ T E TIE L i �\ �� _ NSW z z = NEW W -- - ° _ ,� D �� �� �� MASTFR 4 * LOSET z - - O \O , b n , ------ — i LINEN GL LIN GL �. \ , , fi C �� BEDROOM �' K O (`I 6 SHELVES 6 SHELVES 16 > 0 �,' �� r NEW WOOD FL. m -2X8 I LU IU XD _ I z EX O ` INFILL RR AT HIPS 1 I C EXIST. 0 9 EX15T. EXIST. BAYWINDOW ' EX I ST I N6 .' i I N / 2X8 FJ ® 16" OG w XIST 2X8 FJ 2X8 TO REMAIN N 19 18 FAMI LY R04fA NEW 1/2" PLYWD 5UBFL I i e - _ Q A 9 O X t\ OD F/L' PATCH FL TO MATCH I I 11 _ry EXIST. I I O p[ coir �■ .I 0 ---------------------- ; I r---- 1� _ � O O O �___i -----" �' 5 I i CLOS T CLOSET _ m Q -2x6 P05T i O I =� m I -lo NEW i --SH - -- -5H PL N w �-- ILI� IL HALL � a0 O , , m II , J X O - 2x6 �OLLyAR TIES TVP. I �, � \ B'-7" 3'-'1"IL IL O .l NE WD FL u) I I NEW 2 I QO N r-------------- --- -----I---- ------ 1 !L I \ ,_ " n " _ - I L.G \ O \\\\O 6�-4 I NEW 4X4X1/ � ' --- - -----GA5 �7 IN IX POi3k�AR-I----------- - 13 STL GOL --- �, `. --------------� '� I m \\ # ------ ---ANEW 2X8 FJ @I6" OG N 1 i �IlKI 1 -2 m EXIST. 2X6 RR \ O > _ __ E STH__ AT EXIST. G RCULAR EXIST. 2X6 RR \ X �, \ _i Q 1 i �ry B T STAIR 1 EXIST. BAYWINDOw TO REMAIN I ----------- �------ z-------------� ------ ----�\\------J iL � � f = Z Qil 3 3 2 NSW 0.rO� EX tJ 1 ry �`: , 8" 5Q COL TUB/ �t W 0I '1 O ' 0 , L.G , cV p 5 AER J cXV I m �t v t�1 --------- —4 EX , . I — — x� rr------- ------ -- --- ----�--- t O --------- ------- ----- — ------------------- ----------------- - ----------------— ` ISTIN6 EXIS - ,'/ \` \ �� W i I I��BLUE STO E EXIST. CLOSET ALK-IN EX HAL � .C� "` I Lnz EX r z G O5F-T O NEw 1T ' o lKt- -14" ONEW WINDOW IN 10 i I iUE5T0 E PO FL �j� ���,'� I 7-0 EXIST. STOOP OEXIST. OPENING TREA 10 EX a o a D_ I EX ------ ' --- -------------- off z VERIFY EXIST. HDR I I GO ER D EXIST. EX I ST I N6 NEW 4X4X1/4" PANTRY EX . c� Q• M o SIZE W/ARCHIT'ECT I i 43 1 ( { RY� �NTR*r STL COL q 26 2" 1 I W III 2X2�LUEST NE Y PA R5 31 2 r _j32 o � --- _ -- EXX15T. i W J' W i 1 --------------- LAUNDRY' 1 a Z w 4-2X6 P05T W/ - -------- , W• M L o EXIST. i , P057 CLAMPS 6'-211 I D a N o SKYLIGHT I I TOP BOT EX i W • N II I N (j)- EXI5TIN6 LIVING/DINING 1 I I I X ST G AREA K I 7r -N EXIST. ROOF BELOW OF NC O O GjSTPST I I I ;ir O O ���2 p €. I I EXIST. 5KYLICGHT i I Ic` 0 I I I I ���a r� A" " : I I :%:. PROJECT-NO: ii% :{ 1502A DRAWL BY: ---------------- ------------------------------- I I EX i i EX EX i i CHECKED BY: NS I I I I I I i t I I I I I I I i 1 1 l I I i i i i i DATE: OCTOBER 10, 2016 l i i i i i i SCALE: F—XISTINS rXI5T[N6 ' ' OFFENFED DF_GK SHEET TITLE: I I I I I I I I I I I I I I I I I I I I I I I I I I II FLOOR I I I I 1 1 I I I I 1 1 I � PLANS L_—---------------------------------- ---------------------- ----.----IJ SHEET NO: llowwftlhh SEC011MILi FIR' ST FLOOR SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" 1 - B D ` NEW 8" POUR GONG. 6 • NEW ASPHALT SHINGLE B D FDN WALL W/ 5"X16" FTG W/2-#5 REBAR ROOF TO MATCH EXISTING 17_g ON 3/4" PLYWOOD SHEATHING 4 50# ROOFING FELT AT NEW ADDITION r- ---- ------------------------------------------ .:;±•.t. ., ,r'.Y.'i r-• •-Y'`t'•(: ,�.� it.;'.:.y;•a::. •.i _:�.:; '.•r•••+?. «,Q:I:.i�� ----------------- ---------------- I II NEW ALUMINUM GUTTER TO MATCH EXISTING .�. i ILLNEN I d II II I1 I I I I I NEW 2" GONG. SLAB II II I r ® 11 I I 11 I K { 7 I ! 1 EXIST. GONG. BLK 1 EXIST. BASEMENT FDN WALL5 i STAIR ACCESS T---------------------- \/ k — t--------------------- ,---- ------- cn UJ #5 REBAR DOWEL5 NEA ENCLOSED SOFFIT Ib" LONG 5ET 6" (WITH CONT. VENTING 1 1 I I I 0 IN CONCRETE AT NEW DOORS TO ( NEW I I I WITH CONT. VENTED 50GFIT EACH WALL, INTER- MATCH X15T. ,AT EXIST. OVERHANG O_ �- SEGTION TDOOR H TTP. AT ALL OVERHANGS i ' EXIST. RIGID INSUL AT EXIST. OVERHANG Q �..� I I I ` TYP. AT ALL OVF-RHANC75 TYP. AlALL FDN WALLS EXIT. �r i i ��` I o W �EXI5T. '-6" HIGH i i I I i � Z RAISE PLATFORM I I I I I 1 YVCONC SLAB X II I II 06uj ' EW FIXED SKYLIGHT EXI5T. 4 Q EX15T MAIN DOORS << „ i I I I I O ELECTRIC 1 uj PANEL 9 1 1 1 I I 1 i O A .n^ A I ! ! 11 5 EX I STI NG - EXIST. ROOF PITCH fn SA�5EMENT 1 K i 4/12 II '� I EXIST. ASPHALT 5HIN6LE I I z I , O Q 1 PROVIDE W "X6"XII" ROOF TO REMAIN—A i j I 5TL BA5E P ATE5 AT I Q NEW 5TL GO ON FDN i I W AT 5 COL. L CATIONS Z i i i i = i l A/ ' LL O 1 � I IDL � i 4OII co II II Q I m I I (H I I 6'-4" I N lX NEW ALUM i i N i i w m GUTTER 1 I to _----------- ox ---- --- - - I •>: r_--- --- EXIST. - I I JI oe II I I , •:� I I I I I I ' I i i i i EXIST. ASPHALT SHINGLE COMPACTED NEW , I I 1 II fA, i FILL FURNACE ROOF TO REMAIN I �- I I ------------------- --------------------------- --------------- /T- 00 ---------- -- ------- Ir -- -- ------- --------------------------- --------------------- ---- -------- ti' I oo _6 Z- \—NEA ENCLOSED SOFFIT o I .. ------------- 1 EXI5TINS W.'... . .s-�_•:..:.•.:. .:.:..... ... IT GOT T G --------------- I AT EXIST. OVERHANG J c 17 L--------- ------ 1 TTP. AT ALL OVERHANGS F a o NEW 8" POUR GONG. i i W J. Q. z FDN WALL YV 5"XI6" NEW ALUM i i ROOF TO REMAINA m z " EXIST. ASPHALT SHINGLE Q. z a FTG W/2-#5 REBAR GUTTER IY I 1 = W' � � � W• a N = A F o E--L�- NEW ENCLOSED SOFFIT M 1 1 i I WITH CONT. VENTING AT EXIST. OVERHANG X TYP. AT ALL OVERHANGS � N X0 B A S E M E lhm'T/F 0 U IN D T 10 N P LAK ft 0 PA RTIA'm L ROOF Frm'& LAN FA T1 At L ff"'A SCALE: 1/4"=1'-0" 0/70 .1 GAF a'- v VERIFY ct�.OF FROM CEILING PRO f CT NO: LAYS, PRIOR TO RAIN 2 I/4" SOLID GROWN 1502A 12"D BENCH ROUGH-IN DRAWN BY. OPERABLE GLASS RECESSED NS •• • I PANEL FOR STEAM /2" Vy w;R... NECKED BY RZ: :. .. --- ° MED. GAB BL HUNG WINDOW "GYP •BID ,, . -- - r �; SHOWER C GYP BD RECESSED I W/IX4 TRIM W/BAGK- NS Tt p , r, NICHE - COORDINATE ui BAND MED GAB ---- -- ��� I EXACT 51ZE 4 LOCATION i.. E ~. sa_� T, , DATE: TIL FL ON LLWITH TILE LAYOUT 4 OWNER IXED ��;; '�',,�„ MUD BASE r , .. . ,. . . . . . .. _ ;- ,� .•• OCTOBER 10, 2016 FIXED GLA55 ENCLOSURE NOL05U -- <%: W/RADIANT O SCALE: n HEATING - - - o � -Ir 4El • 0�� ir f LINEN GL VL VANITY - ------ — -_ - -� - L % _ _ „ _ _ SHEET TITLE: T= FULL HEIGHT TILE ON 6' L VANITY - PARTIAL ----� % GONG. BACKER BD W W i, o o cn ---- -N �.�'� I , ��-ii%%; - o o '' � - - _ TILE BASE AT CURB YV BASEMENT L a. Q ._ _T �Q : T - - SLAB GAP ROOF SNI NI H - G E COORDINATE PLANS & --=— NORTH ELEVATION SOUTH ELEVATION EXACT 51ZE 4 LOCATION ELEVATION. WEST ELEVATION SCALE:3/8"=1'-0" SCALE:3l8"=11'-0" WITH TILE LAYOUT 4 OWNER SCALE:3/8"=1'-0" SCALE:3/8"=1'-0" INTERIOR t ELEVATION SHEET NO: IAC MASTER BATHROOM • SCALE:3/8"=1'-0" 473) i NEW FIXED SKYLIGHT NEW RIDGE EXISTING BRICK VENT CH�S�Y BRICK CHIMNEY 4 12 4 NEW ASPHALT 5HINGLE ROOF ON EXIST. ROOF FEXIST. ASPHALT SHINGLE ROOFS NEW DBL HUNG WINDOW STRUCTURE IN EXIST. OPENING NEW ALUM GUTTER top of elate EXIST. ALUM GUTTER EXISTING 5/4 X 8 FRIEZE BRICK CHIMNEY REMOVE EX15T. PANEL'G " ` `i OPENING 2X8 R.R ® 16" OG NEW 5/4X 4 VERSATEX 4 RIGID IN5UL AT EX15T INFILL EXIST WALLS \ \\\ W/ 5/4" PLYWD TRIM NEW CEDAR 5HIN6LE SHEATI NG ASPHALT G 1 5# LD I BU I NI NPAPE ff EG RLYWD `� O O SHINGLE ROOF EXIST. ASPHALT SHINGLE ROOF U6��FTT ----- �—EXIST. ASPHALT SHINGLE ROOF—� ----------------------------------------------------------------------- top ofsubfI top of plate NEW ALUM GUTTER ------------------- ------------------------------ ---------------- G 1X6 FASCIA EXISTING REMOVE EXIST. PANEL' O W/ ALUM. BRICK 4 RIGID INaUL AT EX15T CHIMNEY GUTTER EX EX EX EX EX EX EX EX EX WALLSC mm r A � I5# BUILD G PAPER _ � O O O O O O O NEW CEDAR 5HINGLEIM-1—MN COMP"051 SHUTTERS— -� � W 51DING ON NEW 5/5" PLYWD r Z 5 Z D TO W OW �—EXIST. SHINGLE SIDING—� EXIST. RAILING d 15# BUILDING PAPER NEW "BILCO" DR AT EX15T _ 06 TW BASEMENT STAIR _____ ------------------------------------------------------___ - -- -- - -Tr, . --- -- - ZF— _ O NEW POURED GONG. O IL F—FDN WALL--> i i INEORTH ELEVATION- -------------------------------J OUT ELEVATION- SCALE: . " o 1/4 —1 -0 SCALE. 1/4"=l'-O" > J O O NEW ADDITION NEW A5PHALT 5HINGLE z _ ROOF ON EXIST. ROOF 4 � RIDGE VENT STRUCTURE EXISTING BRICK CHIMNEY 1�. 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COL <--FDN WALLS i L________________________ F � W ASPHALT 5HIN6LE L------------------------J ROOF ON 5/4" PLYWD 5HEATHINC74 50# ROOF FELT ON NEW 2X10 RR ' NEW ALUM GUTTER TO n EXISTING BRICK CHIMNEY > MATCH EXISTING WEST ELEV A T K SCALE: 1/4"=1'-0" / , � EXIST. ASPHALT SHINGLE ROOF 5/4 X 8 FRIEZE / PR JE NO: S 1502A EXISTING BRICK CHIMNEY ® ® :< ���, DRAWN BY: NS OC CHECKED BY: NS SEXIST. ASPHALT 5HINGLE ROOFS \,, � ;. NEW CEDAR 5HINGLE _ SIDING ON NEW 5/8" PLYWD 4 15# BUILDING PAPER DATE: OCTOBER 10, 2016 SEXIST. ASPHALT 5HINGLE ROOF> SCALE: ---------------- -------------------------------------------------------- ----------------------- 1/4" SHEET TITLE: 5/4 X 5 FRIEZE EXIST. COVERED EXIST. WD 5HINGLE—/ E 5T. B 15T. E&Y A� PORCH SIDING NDO INDO BUILDING O EXIST. RAILING NEW ELECTRIC METER LOCATION - COORDINATE ELEVATIONS EX EX EX EX EX EX EX W/ARCHITECT/P5EG NEW MTL"BILCO" DR EXIST. AT EXIST. BA5EMENT STOOP _ _ ____ STAIR SHEET NO: , EXI5T. OUTDOOR NEW POURED GONG. SHOWER F—FDN WALLS -----------------------� ST ELEVATION- SCALE: 1/4"=1'-0" NOTE: ADD NEW HURR I CANE ST AFF I NG AT ALL E-X 1 ST I NG EW SPRAY FOAM RAFTERS AND FLOOR STRUCTURE EXIST. 2X RIDGE ; IN5UL-R-30 MIN. AS PER SHEET #8 EXIST. ROOF STRUCTURE 4 ASPHALT 5H INGLES rf 1/2" GYP BD WITH ::>:<- 1>::; f k I/2" BEAD B0ARD ;\,:.f 12 PANEL'G AT GLG .. Ex15T. 4 NEW 2-2X8 COLLAR TIES }'."' ` MOVE EXIST. SOFFIT CASED IN IX ~ T-�:;�� � :: f <>>' :; .. ADD 2X NAILER AT 161100 1/2" BEAD BOARD 50 ':FIT :,. EX 1 S I NCS :r,.,,. k<: W/CONT. VENT. TYPICAL Ul TOP PLATE NEW DOORS 1X4 FAMILY ROOM r : --EX15T. FA501A AND GUTTER CASING W/BAKBAND NEW 514X 8 FRIEZE BOARD O NEW 5/4X 8 FRIEZE-/I TYP. ® ALL DRS 4 WIND_OW5 Q -- OPEN TO NEW — -- EXIST. 2X4 STUD WALL NO STAIR HALL 5 1/2" SPRAY FOAM IN5UL I-- W R MOVE EXIST. PANEL'& 4 RIG D IN5UL. PROVIDE Q NEW DBL HUNG NEW 5/8" PLYWD 5HEATHINGW WINDOW WITH 5/4 BUILDING PAPER 4 NEW 06 TRIM IN NEW OPEN'G j CEDAR SHINGLE SIDING (n RE-FLASH AT ROOF/WALL O INTERSECTION O �I NEW R-50 BATT I N5ULATI ON A 111% ---- EXIST. ROOF TO REMAIN l� 1 J 1ST. WD FIN. FL O Q T REMAIN MOVE EXIST. SOFFIT z _ TOP OF SUBFL ADD 2X FOR NEW W 1/2" BEAD BOARD SOFFIT TOP PLATE W/CONT. VENT. 1L Q - - ------- -- - - -- ---- -- -- - -- - --- -- --- ---- - X 15T. FA5C I A 4 GUTTER EXIST. 2X8 FL. JST W/ NEW 5 1/2" X 14" NEW 6 BATT IN5UL APB UPSET I N SPACE ABOVE EW BEAD BD SOFFIT GEN 5/12" SPRUNG GROWNI2" 5PRUN6 IN/CONT. VENT. EXIST. 2X4 STUDS NEIN NEW NEN Al SPRAY FOAM BATHROOM #1 HALL OFFICE IN5UL - R-la MIN. O NEW 1/2" GYP BD AT NEW I/2" GYP BD AT NEW 1/2" GYP BD AT NEW DBL HUNG WALL 4 CEILING WALL CEILING WALL 4 CEILING REMOVE EXIST. PANEL'G 5 WINDOW WI`.H 5/4 > 4 RIGID (NSUL. PROVIDE NEW 5/5" PLYWD 5HEATHING TRIM IN NEW OPEN'G BUILDING PAPER 4 NEW NEW FRAMED DR < NEW FRAMED DR 0PI-N'G OPEN'G CEDAR SHINGLE 51 D I NG Z. EXIST. 2X4 STUD EXIST. 1/2" PLYWD W/NEW W/ SPRAY FOAM EX15T. 1/2" PLYWD KNEW IN5UL - R-101 MIN. IX& WD FIN. FL - GLUED _ 1X6 WD FIN. FL - GLUED • Y M TOP OF SUBFL LIEJ �. U W w z u x EXIST. 2X10 FJ 4 BATT INSUL = R z W• 0 � On N = X15T. 5-2X10 W a � EX I ST.GRADE EX(ST.0 RADE Q Ueq EXISTINGXITING /\\I \ BASEMENT Gfi� 1J� Sfi� G \\ \ \\ \ \ \ \ EX15T. CONC SLK. PIER \ \ \ \ \ \ \ \ \ EXIST. GONG. BLK \\ \\ \\ \\ \\ \\ WALLS W/ SLAB ABOVE EXIST. /\/\/\/\/ / / / /\/ ;� .fir'!• s, >' r / / FDN / \/\ WALL \/\/ X\ /x /x \/\/ DP / / / / / / / / / / / / PRC7J T 1V0: \ \ \ \ 1502A \ DRAW /\/\ /\ /\ /\ /\ /\ /\ /\ /,\ /\ /\ /\ /\ / / / / / / /\ /\ N B Y. NS CHECKED BY: / / / / / / /\/\/\/\/\/\/ / / NS / / /\\/\\ \/i\/�\/\\/�\\\/�\/\\/\\/\\/\\/� / / DATE: OCTOBER 10, 2016 SCALE: U I L D I s L L;iI T I SHEET TITLE: SCALE: 1/2"=1'-0" BUILDING SECTION vvAvl SHEET NO: _ NEW ASPHALT SHINGLE FLA5HING AT ROOF ROOF TO MATCH EXIST. INTERSECTION NEW 2X8 RR @ 16" OG —REMOVE EXIST. SHINGLE EW SPRAY FOAM W/5/4" PLYWD SHEATHNG ROOFING - EXIST. SHEATH'G INSUL-R-30 MIN. NOTE: ADD NSW HURRICANE TO REMAIN '` , :;,, 12 :< . .: K.`:.,-> EXIST. 4 STRAFF I N0 AT ALL. EXI STI NO .: X15T. ROOF STRUCTURE EE RAFTERS AND FLOOR STRUCTURE IXRAKE BD W/ r. :;:::.;.,�.. \ $ASPHALT SHIN -5 AS � � �j}-} T #8 5/4X4 FRIEZE 12" — a,;,;,y '.�> � 1/21t-BEAD BOARD— REMOVE EXIST. ``> NEW 3/4 FLYI N E YiOVERHANG BUILDING PAPER ATTIC 5FAO CEDAR SHINGLE SIDING EXIST. RAFTERS -REMOVE EXIST. SOFFIT NEW R-50 BATT INSUL TO REMAIN ADD 2X NAILER AT 16" OG 1/2" BEAD BOARD SOFFIT TOP PLATE 1 LLAR-TIE - ``?'' IN/CONT. VENT. TYPICAL Lu �d v--EXIST. FASCIA AND GUTTER 2- 5/4" M.B. W/BLK' 3-q I/2" FLUSH BM G N , 0 CASE IN ix TRIM - _ - EW 5/4X 8 FRIEZE BOARD 0 �.• NEW 5/12" SPRUNG GROWN IX4 TRIM BD AT WALL/ I- :1 FCEILING Q Lu W NEW DBL HUNG NEW DBL HUNG WINDOW Q Z rXISTINC� WINDOW WITH 5/4 X4 I IN EXIST. - � ST. OPENING VERIFY Admik TRIM IN NEW OPENI& N I MOVE EXIST. WALL FAMI LY ROOM SIZE OF EXIST. HDR W/ ARCH. Q LAW AFTER TEMP. STRUCT NEW 1/2" GYP BD AT 06 O IN PLACE WALL 4 CEILING NEW LINEN CLOSET d) NEW LLI' GG ILBIDG T W / 6 FIXED SHELVES XIST. ROOF STRUCTURE ASPHALT 5HINGLE5 0 0 �' I-}—NEW WD FIN 15H FLOOR TO MATCH FL AT FAMILY NEW DBL HUNGWINDOW WITH 1X4 NEW 2X6 STUDS @ I I ROOM CASING W/BACKBAND REMOVE EXIST. 5U5FL EXISTSUBFL $ WD cl I6"OG W/R-I q BATT ! J PROVIDE NEW 5/4" 5UBFL . IN5UL I I FIN. FL TO REMAIN --- 0 0 - z _ TOP OF 5UBFL TOP PLATE 7 I/2" TJ FL JST -------- - - - � MI6" OG 3'-2" 2-2X10 HDR A—EX15T. 2X8 FL. JST W/ NEW 5/12" SPRUNG \-2 1/2" 50LID GROWN NEW 6" BATT INSUL GROWN NW 2 1/2" SOLID GROWN NEW 5/4 " PLYWD, MASTER GA5ED OPEN'G BUILDING PAPER 4 BATHROOM _____ � EXI STING CEDAR SHINGLE SIDINGLIVINO NEW LINEN CLOSET �( XISTINCT ROOM -NEW TILE W/5 FIXED SHELVES MASTER NEN # NALK-I N EXIST. FINISHED TO �3ATHROOM 1 CLOSET REMAIN p 2X6 STUDS ®I6 OG SHOWER � DROOM !, ' W/R-la BATT INSUL NEW IW/2ALW.R.GEILINGD A EXIST. FINISHED TO `� NEW 1/2" GYP BD AT REMAIN WALL 4 CEILING 2X4 STUDS W/ 5 1/2" TILE ON CONCRETE BATT INSUL 4 1/2" GYP BACKER BOARD IX6 BASE W/ BD EACH SIDE _ -- GAP - TYP. X15T. 2X 10 FJ 4 BATT I N5UL - ca Z EW 5/4" PLYWD SIT HANGER XIST. I/2 PLYWD W/NEW 5UBFL W/MTL PANrFX6 WD FIN. FL- GLUED NEW TILE FLOOR ON W/MUD TILE BASE N Q• M MUD BASE J Q TOP OF 5UBFL y a o M 0 NEW 5" POUR GONG. W a FDN WALL W/ 8"X16" w• o FTG W/2-#5 REBAR :; NEW q 1/2" TJI �( I/2" LVL LEDGER a � o FL. JST. @ 16 OG EXIST. 5-2X10 GIRDER EX I ST.GRADE •• R-I a BATT INSUL BOLTED TO EXIST. � � - � w• N � RIM Tco \ \ \ \ \ NENEXIST. GONG. BLKX I ST I NO co co FDN WALL BASEMENT \\\\\\\\ 2 GONG. COVER SLAB \ .X� EXIST. GONG. BLK / / / / / ��`-`�; �. .. -�`=•'``�;;- . WALLS W/ SLAB \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ABOVE EXIST. FDN \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ WALL \ ' EXIST. GONG. SLAB / / / / / / / / PRE O: 1502A \/ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ DRAWN BY: NS CHECKED BY: NS DATE: OCTOBER 10, 2016 SCALE: bUILD"kING SECTIOIRIM' 1/211 = 1 1 - off SHEET TITLE: SCALE: 1/2"=V-0" BUILDING SECTION "B" SHEET NO: NOTE: ADD NE= N HURRIOANE STRAFF I NG AT ALL EXISTING RIDGE VENT NEW FIXED SKYLIGHT NEW ASPHALT 5HINGLE 2-2X10 RIDGE RAFTERS AND FLOOR STRUOTURE PROVIDE FLASHING AS ROOF TO MATCH EXIST. AS j='ER SHEET #8)1 REQUIRED BY MANUF. NEW 2X8 RR @ 16" OG "f W/ 3/4" SHEATHING 12 DBL 2X8 AT EA +/- 4 VERIFY EXIST. SIDE OF SKYLIGHT 1/2" BEAD BOARD R-30 BATT INSUL N�� PITCH � MATCH PANEL'CG AT GLG 2-2X10 HDR ATTIC 2X8 COLLAR TIE AT EACH 51DE OF RR xX, T 11S i THRU BOLTED W 1 TH �t " SUpR0N 2- 3/4" M.B. W/BLK'G TOP PLATE _____— IX6 FASCIA W/ ALUM CASE IN Ix TRIM V) GUTTER TO MATCH NEW 2X8 GLG. J5T. I II EXI5TING O O ®I6 OG I -10 5/4X 8 FRIEZE BOARD REMOVE EXIST. SOFFIT 5H PL VERIFY ADD 2X NAILER AT 16" OG N� EXIST. 1/2" BEAD BOARD SOFFIT 0 Luluj � DRZOOM #SW/GONT. VENT. TYPICAL PX I ST I NG o NEW 2X6 STUDS � Z NEW 1/2" GYP BD AT IWOC W/R-Iq BATT R=AM I LY ROOM WALL 4 CEILING Nr-W INSUL - NEW 1/2" GYP BD AT 61 G OST O WALLS 4 CEILING W O NEW DBL HUNG NEW 1/2" GYP BD NEW 3/4 " PLYWD, T WALL 4 GEILIN BUILDING PAPER 4 REMOVE EXIST. PANEL'G WINDOW WITH IX4 I 4ALL, (n CASING W/BACKBAND CEDAR SHINGLE SIDING 4 RIGID INSUL. PROVIDE I'/ l � T NEW 5/6" PLYWD 5HEATHING I, N �SALL 4 G` 1111 N BUILDING PAPER $ NEWB AI IP �1 O IX6 BASE N/CAF I CEDAR 5HINGLE SIDING A kL.L 0 LY on NEW 7 1/2" TJI EXIST. 2X4 STUD WALL FL. JST. � I6,� OG W/ i, I EX15T. SUBFL 4 WD >D 3 1/2" SPRAY FOAM INSUL FIN. FL TO REMAIN O ...1 IX4 BASEB TOP OF SUBFL Lu 3: NEW 2X INFILL AT RIM JST. TOP PLATE 2 1/2" 50LID GROWN E X15T. 2X6 FL. J5T W/ — NEW 6" BATT IN5UL NSW J�R�ALRC-I N 2X6 FL JST � STAIR NEW DOOR UNDER ii LANDING STAIR CLOSET NEW 1/211 GYP BD AT R-13 BATT I NSU p WALL 4 CEILING WI/21, GYP BD NOTE: NO BASE OR GROWN UNTIL N EN CLOSET UNITS ARE - f HALL INSTALLED �T N NEW I/2E/i " GYP BD AT STORAGE BATHROOM WALLS CEILING NEW 1/2" GYP BD AT NEW 1/2 W.R. GYP BD AT WALLS CEILING ad ❑ WALL 4 CEILING r, Z NEW 9 I/2 TJI ---- NEW MTL "BILGO" DOOR EXIST. I/2" PLYWD W/NEW ' Q• a FL. JST. 0 I6" OG NEW TILE FLOOR ON AT EX15. GONG. BASEMENT IX6 WD FIN. FL - GLUED EXIST. GONG. BASEMENT STAIR ` MUD BASE ACCESS STAIR W/ NEW -� °a o TOP OF SUBFL p o M LEAP .; MTL "BILGO" DOOR J. tLj Z W a z U.W•A, N = C NEW R-Iq BATT INSUL EXIST. 2X10 FJ 4 INSUL M EX15T.6RADE -' EX15T.GRADE EXIST.GRADE W• a N 0 z NEN \ \ \ NEW 6" POUR GONG. \ \ \ \ NEW DBL 2X10 ADJ FDN WALL W/ 5"X16" GRAN�-- SR�AO \/\/\/\/ \/\ TO EX15T.RIM J5T � N FTG W/2-#5 REBAR 21GONG. COVER SLAB / / / AT BASEMENT OPEN G REBAR / BASEMENT DR EX I ST I NG3-#5 AS REQUIRED FOR BASEMENT • � •••• ••• • •• •' •• •• ' / / // / // GREATER HEADROOM 'Al \ "X / /X/X/ / / — — — — / / / / / EX15T. GONG. BLKX / / / FDN WALL C�` ,:, ..s\X/1 \X ` \/\/\ \/\/\ \ EXIST. GONG. SLAB \/ VERIFY DEPTH OF �/ \ \/ EX15T.FDN WALL AT BASEMENT STAIR W/ \/\ / VERIFY DEPTH OF ARCHITECT PRIOR / / / / / / EX15T.FDN WALL ATPROJE(aT"NO:/ / / / / X// / / 1502A TO CON5TRUCTIOM BASEMENT STAIR W/ \/ \/\ ARCHITECT PRIOR \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ DRAWN B \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ TO CONSTRUCTIOM CHECKED BY: NS BUILDII'mmGSECT DATE: I OCTOBER 10, 2016 SCALE: 1/2"=1'-0" SCALE: SCALE. 1/2"=V-0"-0 1/2" = 1' - 0" SHEET TITLE: BUILDING SECTION SHEET NO: HREAAIN SHOWER NEW ELECTRIC METER I , r il I shl I LOCATION - COORDINATE W/ARGHITEGT/P5EG ' GL05ETi i NEW \ 1 WALK-I N I , NEWS CLOSET I 171 / E3EnRooM , J ELECTRICAL LEGEND 1 1 LINEN GL I , I DUPLEX REGEPTAGLE OUTLET r 1 T R O O 220V REGEPTAGLE OUTLET r Y,'� ' a n ----- I I p L`YJ O I `r ------ Q AP WATER PROOF REGEPTAGLE OUTLET I O O 5 R I QI GROUND FAULT INTERRUPTOR OUTLET ,_- I \ c7 WALL I r-1 ' \\ \` --L J H L�•� HIGH HAT FIXTURE ' `I r -------------- L AG I r � ------------------- L 5URFAGE MOUNTED GE I L I Nc7 FIXTURE J -----' L� , :O� NEW �\\ \ 5URFAGE MOUNTED WALL iFIXTURE D , , ATH E/F 1 1 5WITCH ; ` % I+ (/� UJ � GABLE BOX D / / + % -- O O `, PH TELEPHONE FT V-] TELEV1510N (- O LINEN GL LINEN GL 1% --- \ SMOKE DETECTOR L I L J ' ---t,- NEW , ® W CARBON MONOXIDE DETECTOR it ;/ BEDROOM i/ Q z EXHAUST FAN \� �, 1 ' \ / �P` 'L Q ' I I NEW / /L J\ �\ J , � -L J \ 16" L TRACK i i i I +� MASTER '' NEVS I 1 W --------------------- /- ----------------- -�, I ; � EXTERIOR WALL MOUNTED FLOOD LIGHT Q __ ' BEDROOM r-r H1fL _i__ EXIST. II O ----- OI I I PH OUTDOOR 1 FAN - / J SHOWER /���''��� i1 i i O O �D O O \\ qp r----------------1// \----------------�-, I + ---------- --- ------------- Q r J---------------L ' I ' NOTE: ALL NEW 5URFAGE MOUNTED - J lf� I , ' EXISTING` , ' ' ' / '' -'' ' GM NEW + ' 1 I I FIXTURES, HIGH HATS TRAGKS� / � EAM I LY ROOM ' ' ------ 1=F I GE H I I TO HAVE DIMMERS r r-� � r-� 1 � O J -'- -------16' L TR, GiG I I I L J --------LJ /��'---LJ i \+ r--------- ------- ------- , I I i I I fl 1 / EXIST. 4 ------- ----�---- ----- --------- -------J ��\ E/F �� II I / i TERRACE _ z ii W n , -O . I I U 1 'O'AA ------------------ i-------------- -------------------- � I I ' 1 V/ --------- 1 � 1 I ----------- EXISTING In \ r--� r ' I I I : L�P� �q'J WALK-I N i l CLOSETI� '----- -- , -- i' TV \� I I I NEW �-% I II COVERED l u 1 --- --------------- ENTRY II ww - EXISTING I I EXISTING PANTRY FIE E ENTRY ; ; LIVING/DINING - - -I II 1 I AREA X ST. I II ------------- LAUNDRY I I I I I I II II II II II II II II I ca Z. co Q• CD TALFIORSTELECTROUCPL la rmRTIA' L SECOND FLOOR PLAN J �• c SCALE: 1/4"=1'-0" 5HOlMER ROD SCALE: 1/4"=1'-0" w _j Q Z LL W- U W n 13'-O" EXACT 51ZENICHE OLOCATION NATE �` W a N RECESSED 2211/4" 50LLID CRO NCESSED MED. B Q F-• ° WITH TILE LAYOUT = M MED. GAB �• 0 0 - - ---- - - - - - { - i.AS f' ORT D ----- -- e1 • ` IX4 TRIM W/ I/2 ..W.R. DBL HUNG WINDOW >: , ROUGH-II/2"..W:R.: } `GYP BD — IX4 IM - . ...'. W/ TR W/BAGK �' - 61'P Bl? BAGKBAND 66 VA ITV ; Byl OW R BAND ---- — - E D =ry TI1�E F ON MUD B SE X X c, 1 I _ d i I 'L e• r L f SHOYIR OD _T_ -L#_F_L� -7 _T_ 66" L TUB/ z GOT G SHOWER J El o OEo - TUB TUB _ 1 ._ _ ' 017,2531 U t . . ' L VANITY RECESSED PANEL , BY OWNER ON 2X FRAME PROJEC 'I O: NORTH ELEVATION SOUTH ELEVATION EAST ELEVATION WEST ELEVATION i 1502A BATHROOM # 1 SCALE:3/8"=1'-0" SCALE:3/8"=1'-0" SCALE:318"=1'-0" SCALE:3/8"=1'-0" DRAWN BY: SCALE:318"=1'-0" • NS CHECKED BY: NS 2 1/4" 50LID GROWN DATE: .s-.. OCTOBER 10, 2016 TUB/ SHOWER - off - S LE• ttEc�s� 1/ IX4 TRIM W/ -------------- : ;: : r cna f/�":W,R:. _ DBL HUNG WINDOW SHEET _ -_ --t-__---__-_- _----- _-_.--- NICHE - COORDINATE I - BAGKBAND TRIM W/BAGK- S T TITLE: 1 EXACT 51ZE 4 LOCATION WITH TILE LAYOUT 4 OWNER 1 ELECTRIC BAND •O Y `4 L J . o % PLANS O G7BAEi� D_ � Q -- TIL FL N - — — Mu BA E ` C INTERIOR 9 ;;. 36" H VANITY o - -- , ANITY ❑ .: BY OWNER m - LEVATIONS ❑ O G TUB SHEET NO: — REGE55ED PANEL ON 2X FRAME NORTH ELEVATION SOUTH ELEVATION WEST ELEVATION EAST ELEVATION SCALE:3/8"=1'-0" SCALE:318"=1'-0" SCALE:3/8"=1'-0" SCALE:3/8"=1'-0" BATHROOM # 2 SCALE:3/8"=1'-0" WIND-BORNE DEBRIS PROTECTION FOR OPENINGS STRUCTURAL REV I EVA BY' STEVE MARESC A PE FOR WALL OPENING fi ROTEGTI ON OF 120 MPH 5-Sr-GOND V� I ND GUSTS NOT 3 188-07 VEST MnONTAUK H I G�IWAY, HAMPTON B,�YS, N"( I I cI46 ( MAXIMUM MEAN ROOF HEI CHT: 559 51MP50N L5TA - 20 GAGE PHONE HONE 65 1 -7.2e5 cl4aO RIDGE STRAP - ALL ROOF RAFTERS ° 2 x 6 TIE ® EACH RAFTER USE/OCCUPANCY r \ . IN VIEW of STRAP. CLASSIFICATION DESIGN CRITERIA: I \ \ • ICE SHIELD UNDERLAYMENT S I NSLE FAMILY RES I DENT I AL SHUTTER ASSEMBLY 1 \ \ REQUIRED - 2411 FROM EDGE DE51 GN IN ACC ORDANC,E WITH AMERI GAN N.T.S. oil' \ FOREST PRODUCTS WOOD FRAME \ ° FOR PANEL 5PAN5: 0 < 4'0 WIDE SPAN I \ \ 0ON5TRUr_,TI0N MANUAL 23/32" (3/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I HEIGHT FOR I + 2 FAMILY HOUSE P ESGR PTIVE METHOD (OVERLAP AROUND OPENIN65 4") ( 1 • ALTERNATE POSITION OF i u ASSEMBLY: I I I HI�MRPICNNE CLIP USE 55 -O MAXIMUM GROUND SNOW LOAD - 45 PSF. ATTACHING STRUCTURAL PANEL: FA5TEN TO BUILDING w/ °I' I FIRST LEVEL - 40 PSF. L.L. #10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL I I LIVING AREAS - 40 PSF. L.L. �1 WOOD SCREW ® 16" O.G. SIMPSON H2 HURRICANE BEDROOMS - 50 P517. L.L. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 1 l ° CLIP NAILED. FROM ' #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( W/ WASHER5) I I RAFTER TO STUD. - FIRE AREA WIND SPEED - 120 MPH RS >- MACHINE BOLT ® 12" O.G. o 1 5-8d NAILS EACH END SEISMIC, DESIGN CATEGORY - B \ \ I RES I DENCE: WEATHERING - SEVERE z APA RATED PLYWOOD TO „ 0 W • \ • EXTEND TO TOP OF TOP PROVIDE 6d COMMON FROST LINE DEPTH - 56 - Z \ I PLATE. NAILS a 4" O.G. AT ' \ \ I EXTERIOR EDGE OF ALL TERMITE - MODERATE TO HEAVY SHEATHING. TYPE OF CONSTRUCTION • DECAY - SLIGHT � CONVENTIONAL LIGHT FRAME Y�00D ICE SHIELD UNDERLAYMENT REQUIRED - YES ' CONSTRUCT 1 ON I < CO 06W II CO_ ULTIPLE SECTION A55EMBLY: , 1/4" THICK BOLTS ® 2' OG Z�- 4 GENERAL NOTES 100 I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE D15P05AL SYSTEM AND FRESH WATER SUPPLY ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE Q I I 1 I I BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. > PLYWOOD 5HEATHIN6 TO OVER LAP BOX CONSERVATION GORE, AND LOCAL AUTHORITIES. 14. TH15 STRUCTURE HAS BEEN DESIGNED IN 0 D BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY J 1 I I I 51MPSON MST27 MINIMUM 28 DAY 5TREN6TH OF 3000 PSI CONSERVATION CODE. z 0 I 1 1 I 11 1 I/2" WIDE - 20 GAGE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL W I I I I 1 METAL STRAP ®48" oc. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. Ib. ELECTRICAL AND MECHANICAL COMPONENTS TO BE 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL I I 1 I 1 DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. SHUTTER ASSEMBLY I 2 x 6 O.G. PLATE U) N.T.5. I I ' ( 1 I STUDS PARTITIONS, EXCEPT A5 NOTED ON DRAWING. 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE I , I I , To BJOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE A5TM FOR PANEL 5PAN5:4' OR W I DER SPAN I I I� 5. BROOK BEAMS SPA NG NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER. 23/32" APA SPAN-RATED 48/24 5HEATHING GRADE PLYWOOD 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND (OVERLAP AROUND OPENING5 4") I I 1 1INSURANCE NECESSARY TO PROTECT THE ENGINEER WRAP + NAIL STRAP VERIFIED BY CONTRACTOR(S) PRIOR TO START OF 2x4 STRON6-15AGK5 ® 24" OG 11 1°j - AROUND SILL PLATE4 - 8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. TH15 AND OWNER. AT ANCHOR BOLT I I ASSEMBLY: I I FOUNDATION HAS BEEN DESIGNED FOR A 501L 101. DO NOT BACKFILL AGAINST FOUNDATION WALLS 1 -51MPSON MST27 BEARING CAPACITY OF TWO (2) T517 AND GRADES UNTIL FLOOR 5Y5TEM INSTALLATION 15 COMPLETE. �� _ 11/2" WIDE - 20 GAGE LE55 THAN 5%. CONTRACTOR SHALL VERIFY THAT I). PREASSEMBLE PLYWOOD TO 2x4 5: # 10x3 (w/ WASHERS) GALVINIZED OR 1 I 5TAINLE55 STEEL WOOD SCREW ® 12 O.G. METAL STRAP ®48 OC. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL I°,1-' 2). ATTACHING STRUGTUiRAL PANEL: FASTEN TO BUILDING w/ NAIL SHEATHING TO SILL PLATE CONCRETE SLABS TO BE COMPACTED TO c15% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR #10x3" (w/ WASHERS) GALVANIZED OR STAINLE55 STEEL �d NAILS ® 4" O.G. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. WOOD SCREW @ 16" O.G.. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: ' ��.',:, 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ��.r<: :�:• 7. ALL HEADERS 6.0 FT IN LENCyTH AND OVER TO BE #l0 TEE NUTS ATTACHED' To BLDG. w/ #10x1-1/2 ( W/ WA5HER5) 2 - #5 REBAR A00 TREATED. SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY 06 Z. •�ZtyY y�� �'� MACHINE BOLT ® 12" O.G. BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING GORE. s,>. ..,• Q• c �'''"+` MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. SEE FOUNDATION DWG. ti v,' FOR DE51GN. "" +`' ' 5/8" x 12" A.B. ®48" oG. 22. ANY ALTERATION REPAIR ADDITION OR CONVERSION TO a ` w/FENDER WASHER. J c n WINDOWS GLAZED OPENING •'�:'::`:'+, 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT a o PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE W -j• 0 & >- q. PROVIDE FLASHING AT ALL ROOF BREAKS HOUSE BE UPGRADED WITH HARD WIRED 4 _ z LL PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS, 5KYLIGHT5, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. = W I N ACCORDANCE WITH LARGE M 1551 LE TEST OF a N c� A5TM E laa6 AND OF ASTM 1886. AND DECKS ETC.. CONTRACTOR MAY USE WOOD STRUCTURAL PANELSTHE NY5 CODES MENTIONEDIN LIEU OF THE ABOVE WINDOWS. 23 STRUCTURE DESIGNLSO APPLY TO ACCESSORY � W• N � PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. Q F-• HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH II. ARCHITECT NOR ENGINEER 15 NOT RE5PON51BLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD cn cn- PANELS TO SE MAINPINED ON SITHEADER + SILL PLATE. SHALL COMPLY Y�l/NY5E3G CHAPTER #2304.x.6 FOR THE INSPECTION OR SUPERVISION OF LABEL LOCATIONS ON EACH PANEL. THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILPING CODE COMPLIANCE SHALL BE THE RE5PON5101LITY OF THE CONTRACTOR. 0 FAILING SCHEDULE FRAMING NOTES _ f�••Ir• _ at TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST I. ALL FRAMING LUMBER SHAT L BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" 4 PAPER A550CIATION DOUG . LAS FIR-LARCH STRUCTURAL GRADE No. 2 OR `- '_ oc. EXTERIOR EDGES AND 6 d ® 12 o.c. • ° BETTER. INTERMEDIATE. ���»^5 •.,1 ` '� 51ZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES h 2. ALL SHEATHING TO BE APA RATED, EXF05URE I, 5/8" II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING RAFTER/TOP PLATE 3-8d (TOE NAILED) MIN. THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. PROJE�}j� NO: o <,IO ° CEILING JOI5T/TOP PLATE 3-Sd (TOE NAILED) 3. ALL 5UBFLOORING TO BE APA RATED 5TURD-I-FLOOR, ✓ 1502 CEILING J015T/PARALLEL RAFTER '1-I6d (FACE NAILED) EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE DRAWN BY: a a CEILING JOIST LAPS OVER PARTITION -7-I6d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE UT COLLAR TIE/RAFTER 2-6d (ea. end I-I/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: GABLE ROOFS BLOGKING/RAFTER 2-8d (TOE NAILED) • TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED NS o to RIM BOARD/RAFTER 2-I6d (END NAILED) CLIPS AT ALL PERIMETER JOIST TO GIRDER WITH DOUBLE UPRIGHTS, 011-0" AND OVER WITH CONNECTIONS. TOP PLATE/TOP PLATE 2-I6d (FACE NAILED) DATE: TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A a ° TOP PLATE AT INTERSECTIONS 4-I6d (PAGED NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. OCTOBER 10, 2016 STUD/5TUD 2-Ibd (FACE NAILED) 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA SCALE: '}` h 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC, GPI SERIES WOOD-I-5EAM5 AND LVL HEADER/HEADER I6d (PAGE NAILED) AND FLOOR BEAMS A5 PER N.Y.S. GORE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS GIRDERS AND NTS TOP or BOTTOM PLATE/STUD 2-I6d (END NAILED) Io° o T4s ° ® 8'-O" O.G. MIN. PROVIDE 2" SPACE FOR AIR SHEET TITLE: BOTTOM PLATE/FLOOR JOIST 2-Ibd (FACE NAILED) HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED o J015T/5ILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB BRIDGIN6/J015T 2-5d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENING5 ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND 7jh GABLE ROOFS /J QQ BLOGKING0I5T 2-8d (TOE NAILED) stairs etc. ) OR A5 NOTED ON DRAWIN65. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" NOTES oc BLOCKING/SILL orTOP PLATE 5-I6d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 0 o Io° o X45° 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL to < o f,so LEDGER STRIPBEAM 3-I6d (FACE NAILED) PERIMETERS. HANDLING, STORAGE, AND ERECTION OF J015T ON LEDGER/BEAM 3-8d (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS AT HIGH PRESSURE ZONE - 6" O.G. DETAILS PROVIDECOMMON NAILS4' O.C. BAND JOIST/J015T 3-Ibd (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/SILL or TOP PLATE 2-16d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 0 o PLYWOOD ROOF DECKING ad c�4" " O.G. EDGE5, ®8" O.G. FIELD 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROW5 OF 1/2" DIA. to < o ('50o STRIP 5HEATHING 8d (ONE/RAFTER) TECO" OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS ® 12 O.G.. PROVIDE 8d NAILS ® 4 O.G. AT PERIMETER INTERIOR PLYWOOD WALL 5HEATHIN6 ad ®4" O.G. EDGE5, ®8" O.G. FIELD 9. NAILING SCHEDULE SHALL BE A5 PER THE N.Y.5. I' SHEET NO: PORTIONS OF PANELS IN (HIGH PRESSURE ZONES. PLYWOOD SUBFLOOR DECKING 8d ®6" O.G. E06E5, ®12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 5TUD5 15. TH15 DRAWING 15 AN INSTRUMENT PREPARED TO NOTE : a = 4 FT. IN ALL CASES SHALL RECEIVE 5-I0D NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVAN I ZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER.