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Home My WebLink About37998-Z Town of Southold Annex 1/13/2014 P.O. Box 1179 54375 Main Road °d V Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36707 Date: 1/13/2014 THIS CERTIFIES that the building FOUNDATION Location of Property: 485 Rabbit Ln, East Marion, SCTM 473889 Sec/Block/Lot: 31.-17-13.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 3/28/2013 pursuant to which Building Permit No. 37998 dated 5/3/2013 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: EXISTING DWELLING RAISED AS APPLIED FOR The certificate is issued to Solon, Romeo & Solon, Ann Marie (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37998 10-23-2013 PLUMBERS CERTIFICATION DATED 12-12-2013 alter Marczewski Aut ed gnatu e TOWN OF SOUTHOLD E it BUILDING DEPARTMENT 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 37998 Date: 5/312013 Permission is hereby granted to: Solon, Romeo & Solon, Ann Marie 7 Shore Rd Manhasset, NY 11030 To. Raise dwelling for flood compliance purposes. At premises located at: 485 Rabbit Ln, East Marion SCTM # 473889 Sec/Block/Lot # 31.-17-13.2 Pursuant to application dated 3/28/2013 and approved by the Building Inspector. To expire on 11/2/2014. Fees: SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $496.00 Flood Permit $100.00 CO - ALTERATION TO DWELLING $50.00 646.00 LIn ild ng 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 2110 of I % 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 io April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey ofproperty showing all property lines, streets, building and unusual natural or topographic features. 2. A property 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 I . 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 $15.00 9 ' Date. New Conshitctiom ?Old or Pre-existing Building: (check one) Location of Property% 0 6ulyGy~ ~r p / ~/J /G House No street Hamlet Owner or Owners of Property: S, Suffolk County Tax Map No I000,'Section J Block Lot Subdivision Tiled M a- aP• Lot: Permit No. i Date of Permit Applicant: Health Dept. p 1: G~~2a 3 • erwnters Approval: Planning Board-A'ppmval: . Request for. Temporary Certificate Final Certificate: (check one) Fee Submitted:$ Applcant Sig ~ ure rg so Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 c e roger. riche rt(cDtown.southold.ny.us Southold, NY 11971-0959 Coy Rom, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Solon Address: 485 Rabbit Ln City: East Marion St: NY Zip: 11939 Building Permit 37998 Section: 31 Block: 17 Lot: 13.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Rocky Point Electric License No: 32644-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 17 Ceiling Fixtures 9 HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 4 Smoke Detectors 1 Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 3 CO Detectors 1 Sub Panel A/C Blower Range Recpt Fluorescent Fixture 1 Pumps Transformer Appliances dw Dryer Recpt Emergency Fixture Time Clocks Disconnect 200a Switches 11 Twist Lock Exit Fixtures TVSS Other Equipment: 200a underground service, 3-paddle fans, 1-exhaust fan, 3-ARC fault circuit break Notes: Inspector Signature: Date: Oct 23 2013 81-Cert Electrical Compliance Form.xls ho~~oF so~ryo Town Hall Annex VIC) Telephone (631) 765-1802 54375 Main Road - Fax (631) 765-9502 - P.O. Box 1179 G Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: ~C 6 Building Permit No. 7 9 Owner: /(Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1°!0 lead. (Plumbers Signature) Sworn to before me this day o€?\~ 20 - CONNIE D. BUNCH Notary Pubk, 9tato of New York Notary Public, LA-~ County Nom. 0p Bar Comnnlaslon Expires April 14, 2 C' / ho~~,OF SO4l~lri TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 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: r z,~ P a'te' DATE O~ z i3 INSPECTOR U ~0~1 of SOUry06 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ION [ ] INSULATION [ IN / TRAPPING [ ] FINAL 1E ACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTR L (FINAL) REMARKS: cS DATE INSPECTOR I TF ~g ~o~aoe souryo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECT ON [ ] FOUNDATION 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: i DATE l INSPECTOR of SOV D # # 0f TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 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: DATE 16Z 3 / 3 INSPECTOR i.1 OF SO0 TOWN OF SOUTHOLD BUILDING DEPT. 7654 802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INS N [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE Z0 1,A3 11-75, INSPECTOR 17 72 L 1,CHITECT MARK SCHWARTZ & ASSOCIATES 28495 Main Road • PO flux 933 • Cut(hogue. NY 11935 I. 631.734.418,) atv,c.mk..,architect.com June 28, 2013 rosjo ^oi - Southold Town Building Department d36 T!"d f P.O. Box 1179 Main Road i Southold, New York 11971 O EIOZ $ a Nnr Re: Solon House 5~:I a 485 Rabbit Lane J East Marion, New York Permit # 34384 (SCTM# 1000-104-03-08) To Whom This May Concern: I have been to the site during the construction phase and reviewed the foundation and re-bar. We have amended the foundation plan and submitted to Mr. Verity. I hereby certify, to the best of my knowledge, the foundation and re-bar have been installed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yotj1 s,.. . Y M ab a i z L~"p ~~+lsr CIlZ"~~ Mark Schwartz AL1 FIELD IIdSPEC~'~ON MORT DATE COMMENTS ro FOUNDATION (1ST) d+uf L ~ x i Cn 7''e FOUNDATION (2ND) tc.~c~G t=f z 0 ROUGH FRAMING & 7-4 PLUMING v 4Ltj INSULATION PER N. Y. H STATE ENERGY CODE O ~ E ~r FINAL r ADDITIONAL COMMENTS ~f rn 0 f 1 C 'cl m e' y 8 / 7 o a 13 c~#- , ~ T . TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 p Survey SoutholdTown.NorthFork.net PERMIT NO. J?~0Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application_ _ Flood Permit F,xamiged _ 20__ Single & Separate_ Storm-Water Assessment Form Contact: Approved , 20_ _ Mail to:C Disapproved a/c y/~ Ol Phone: 7J r -7 Exp ratio - 20 ng n pee APPLICATION FOR BUILDING PERMIT Date 2 .20 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 zonin.- 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-wlthxfbl~ laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on pfeirhise aiu Fuld ing for necessary inspections. 2012 ; ~h $(Signature of applicant or name, if a corporation) tl Qr p (Mailing address of applicant) State whether applicant is owner, lessee, age oarclut engineer, general contractor, electrician, plumber or builder QMCo tiA/Afj e o(, 0 7 Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Loeat'on of and on wl ' •h proposed wor will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block 17 Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of pre ises and intended use and occupancy of proposed construction: a. Existing use and occupancy GC 'A/t? le 4;e /eZY/0 A'-~ C b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work oeov adz- (Descripticeli) 4. Estimated Cost Fee AA(ot/ FOdi?A9!!!p (To be paid on filing this applicatio ) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commmmerciaall or mixed oc ipancy, specify nature and extent of each type of use. 7. Dimensionsf existing str ctures, if Front__ Rear Depth Height Number of Stories s$ Dimensions of same structure with alterations or additions: Front Re r Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories See ,TU/Q 9. Size of lot: Front R tar Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated P- ~t d 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX 13. Will lot be re-graded? YES NOV-Will excess fill be removed from premises? YES- NO_ 14. Names of Owner ofpremis - en~ Address Phone No. l !5( J Name of Architect C /t- Address Phone No 7 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ? * IF YES, SOUTHOLD TOWN TRUS FEES & 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 IiOps. 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 ? * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S'S: y COUNTY OF y/09iti being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named. cONNIE 0. BUNCH ~f y Notary Public, State of New York (S)lle is the ~ Q / //C.yyJJ C#/ z yvr No.01BU618550 u r (]t'n4YY rll ffa ffrStl (Contractor, Agent, orpoiateJOfIrcer,etc.) uarl.ExpvesPa+ comrris> of said owner or owners, and is duly authorized to perform or hair 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 efore me tl day of 20 - Notary Public Si i tur t 'Applicant BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 8053 DATE: FEBRUARY 20, 2013 ISSUED TO: ROMEO & ANN SOLON PROPERTY ADDRESS: 485 RABBIT LANE. EAST MARION SCTM# 31-17-13.2 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on February 20, 2013, and in consideration of application fee in the sum of $250.00 paid by Mark Schwartz and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to raise the house and remove existing concrete at porch and locust posts supporting house and posts at back deck; construct new concrete piers for house, porch, and rear deck; house to be elevated 4'0" more (6'0" high foundation); repair, replace and add new structural members and exterior work as necessary; with the condition of the use of haybales.and silt fencing approx. 40' landward of Marion Lake prior to construction; and as depicted on the site plan prepared by Mark Schwartz, Architect, last dated January 18, 2013 and stamped approved on February 20, 2013; and as also depicted on the survey prepared by John T. Metzger, Land Surveyor, last dated January 3, 2013 and stamp approved on February 20, 2013. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. uo eve ~~gpFFO1.t ~ - o James F. King, President sours Town Hall Annex 54375 Main Road Bob Ghosio, Jr., Vice-President O P.O. Box 1179 Dave Bergen l} Southold, New York 11971-0959 John Bredemeyer G Q Michael J. Domino Telephone (6316 765-6641892 -7 01 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0933C Date: November 22. 2013 THIS CERTIFIES that the raising of house and removal of concrete at porch and locust posts supporting house and posts at back deck; construction of new concrete piers for house, porch and rear decks, house elevated 4' more (6' high foundation); repair, replacement and addition of new structural members and exterior work as necessary At 485 Rabbit Lane East Marion, New York Suffolk County Tax Map # 31-17-13.2 Conforms to the application fora Trustees Permit heretofore filed in this office Dated January 29, 2013 pursuant to which Trustees Wetland Permit #8053 Dated February 20, 2013, 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 the raising of house and removal of concrete at porch and locust posts supporting house and posts at back deck; construction of new concrete piers for house porch and rear decks; house elevated 4' more (6' high foundation); repair, replacement and addition of new structural members and exterior work as necessary. The certificate is issued to ROMEO & ANN SOLON owners of the aforesaid property. Authorized Signature 1. S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Expires March 31, 2012 'ederal Emergency Management Agency lational Flood Insurance Program I portant Read the instructions on pages 1-9. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Ownets Name MR. ROMEO SOLON Policy Number A2. Building Street Address (including ApL, Unit S ile, and/or Bldg. No.) or P.O. Route and Box No.Company NAIC. Number 485 RABBIT LANE City EAST MARION State NY ZIP Code 11939 A3. Property Description (Lot and Bloclk Numbers, ax Parcel Number, Legal Description, etc.) 1000-31-17-13.2 A4. Building Use (e.g., Residential, Non-Residents , Addition, Accessory, etc.) RESIDENTIAL A5. LatitudelLongitude: Lat. 41 G 07MIN 27.6 Long. 72DEG 19MIN 57 4SEC Horizontal Datum: ? NAD 1927 ® MAD 1983 All Attach at least 2 photographs of the building if Certificate is being used to obtain flood insurance. AT Building Diagram Number 5 A8. For a building with a crawlspace or enclosure( A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure s) _ sv ft a) Square footage of attached garage _ set ft b) No. of permanent flood openings in the cra pace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacen grade _ within 1.0 foot above adjacent grade - ra Total net area of flood openings in A8.b _ sq in c) Total net area of food openings in A9.b _ sq in d) Engineered flood openings? ? Yes ® No d) Engineered flood openings? ? Yes ? No SECTION - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 7. NFIP Community Name & Community Number B2. County Name B3. Slate B NEW YORK SOUTHOI.D, TOWN OF 360813 SUFFOLK F84. Map/Panel Number B5. Suffer 56 FIRM Index B7. FIRM Panes B8. =WB99 Base Flood £ar•2fion(s) (Zone 3610300177 H Date EtfedivelReviseDate ZoAO, use base flood depth) ~ EL 6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Rom B9. ? FIS Profile ® FIRM ? C muniy Determined ? Other (Describe) - B11 Indicate elevation datum used for BFE in Iterr B9: ? NGVD 1929 ® NAVD 1988 ? Other (Describe)_ B12. Is the building located in a Coastal Barrier Rewurces System (CBRS) area or Otherwise Protected Area (OPA)? ? Yes ? No Designation Date ? CBRS ? OPA SECTION C- BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ? instruction Drawings` ? Building Under Construction` ® Finished Construction 'A new Elevation Certificate will be required vif n construction of the building is complete. C2. Elevations -Zones At-A30, AE, AH, A (with E), VE, V1430, V (with BFE), AR. ARIA, All AR/A1-A30, AR1AH, AR/AO. Complete Items C2.a-h below according to the building diagram specd ad in Item A7. Use the same datum as the BFE. Benchmark Utilized Vertical Datum VD 8 i Conversion/Comments r _ Check the measurement used. I j a) Top of bottom floor (including basement, wlspaoe, or enclosure floor) 9i.9 ® feet ? meters (Puerto Rico o~ 1t,~ •,'I ~l' b) Top of the need higher floor ? feet ? meters (Pr no-Rico idg' C) Bottom of the lowest horizontal structural member (V Zones only) ? feet ? meters (Puerto Rim only) }I d) Attached garage (top of slab) _ ? feet ? meters (Puerto Rirsanly)- r e) Lowest elevation of machinery or equiprr nt servicingthe building 9.9 ® feet ? meters (P ert0 Rico orgy) (Describe type of equipment and bcatia in Comments) , - . f) Lowest adjacent (finished) grade nerd to wilding (LAG) 2A ® feet ? meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 2.5 ® feet ? meters (Puerto Rico only) h) Lowest adjaol grade at lowest elevatio of deck or stairs, including 2.4 ® feet ? maters (Puerto Rico only) structural support SECTION - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a and surveyor, engineer, or architect authorized by law to cartel elevation information. I Certify that the information on this to represents my best efforts to interpret the data evah7able.l 7` C understand that any fain statement may be punt ftbfe by fine or impfsorhmenf under 18 U.S. Code, Becton 1001.0 Check here If comments are provided on bell k of form. Were latitude and longitude in Section A provided by a licensed lard surveyor? ® Yes ? No I tf Certifiers Name JOHN T METZGER License Number 49618 f f q ~ L Tdle LICENSED SURVEYOR CompanyNarne PECONIC SURVEYORS PC Address 1230 TRAVELER STREET C' SOUTHOLD State NY ZIP Code 11971A •ti, r 1-~~" - signature Date 10!102013 Telephone 631-765-5020 FFMA Form 81-31. Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt, Unit, Suite, nd/w Bldg. No.) or P.O. Route and Box No. Policy Number 495 RABBIT LANE City EAST MARION State NY ZIP Code 11939 Company. NA1C Number SECTION D - SURV OR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) munity official, (2) insurance agent/company, and (3) building owner. Comments Signature „ Date 10/10/2013 Check here If attachments SECTION E' BUILDING ELEVATIO ORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete ftem E1-E5. If the Certificate Is intended to support a LOMA or LOMB-F request, complete Sections A, B, and C. For items EUE4, use natural grade, if rival le. Check the measurement used. In Puerto Rion only, abler meters. Et. Provide elevation information for the followint and check the appropriate boxes to show whether the elevation is above or bakw*a highest adjacent grade (HAG) and the lowest adjacent grade ( G). a) Top of bottom floor (including basement, ce, or enclosure) is _ _ ? feet ? meters ? above or ? below the HAG. b) Top of bottom floor (including basement, pace, or enclosure) Is _ _ ? feet ? meters ? above or ? below the LAG. E2. For Building Diagrams 8.9 with permanent fic )it openings provided in Sedan A Items 8 and/or 9 (sae pages 8.9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the bulldi is _ _ ? feet ? meters ? above or ? below the HAG. E3. Attached garage (top of slab) is ? feet ? meters ? above or ? below the HAG. vicing fad building is _ _ ? feet ? meters ? above w ? below the HAG. E4. Top of platform of machinery and/or equJRTY E5. Zone AO only: If no flood depth numbele, the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ? Yes ? No ? Unknkcal official must certify this Information in Section G. SECTION F - POWNER (OR OWNERS REPRESENTATIVE) CE RTIFICATION The property owner or owner's authorked repwho completes Sections A, B, and E for Zone A (without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The atacments A, A and E are coma to fhe best of my /mokNedge. Properly s r puitho s Narpe 'V Address t7 `r J~ N A Z41'~ / ..~J c5 Signature O Tale ne d a Comments Check hereif attachments SE ON G - COMMUNITY INFORMATION (OPTIONAL) The local Official who is su8ar¢ed by low or ordinan to administer the oommunily's foodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Cemficete. Complete the ap rrable fleet(s) and sign below. Check the measurement used In ftems G8 and G9. G1.0 The Inswmation in Section C was taken mother documentatim that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation anation. (Indicate the source and date of the elevation data in the Comments area below.) G2. ? A Community official Completed Section E r a building located in Zone A (without a FEW-issued or community-issued BFE) or Zone A0. G3. ? The following information (hems G4-G8) ' provided for community floodplain management purposes. G4. Permit Number G5. Date ermd Issued GS. Dale Certificate of Compliance/Occupancy issued G7. This permit has been issued for. ? New ction ? Substantial Improvement G8. Elevation of as-built lowest floor (including including b ment) of the building: ? foal ? meters (PR) Datum _ G9. BFE or (in Zone AO) depth of flooding at the b Nding site: _ _ ? feat ? meters (PR) Datum _ G10. Community's design flood elevation _ _ ? feet ? meters (PR) Datum Local otficlars Name Title Community Name Telephone Signature Date Comments FEMA Form 81-31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt, Unit, uite, and/or Bldg. No) or P.O. Route and Box No. Policy Number 485 RABBIT LANE City EAST MARION State NY ZIP Code 11939 Cm parry NNC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all p otographs with: date taken; "Front VieW and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. A; I~ ~ 1111111 ~i~~E j iiui~ k Mlt r~ Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt, Unit, ude, andlor Bldg. No.) or P.O. Route and Box No. Policy Number 485 RABBIT LANE City EAST MARION State NY ZIP Code 11939 Company NAB Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front Vi and "Rear View; and, if required, "Right Side View and "Left Side View." 4 I, AYE: .5" r" 7' ( \ V~ 1 C1~ jj"-I'14 T. TERRY I ti _ fuly? 11:111_ SIIWS Main p r o. n„ 112a TowV CLERH cP Somll,)W. Ncll Yuri; I I(ECISrRAR OF VITN, STA IS-liCS IQ, Fps (5161 7(,5.I i:% n1ARRIAGE W FICIAZ - - R'Ichhunc (SI(1 ](1 S.I ItECoRUS MANACEMENT OI FICEII t>' I FREEDOM OF INFORhUT10N OFFICER OFFICE OF THE TOWN CLERIC TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of the Code of the Town of Southold: "Floodplain Development Permit A lication" FDP 93 pp ( ( and "Certificate of Compliance for Development in Special Flood Hazard Area (C/C(93)). TOWN OF S01.I0401-1 A h Ter Southold Town Clerk August 25, 1993 I • •t APPLICATION a PAGE I of a TOWN OF S 0 U kHOLD PLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION t• GENERAL. PROVISIONS (APPLICA IT to read and si ml' 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein- 3. If revoked, all work must cease until permit is re-issued- 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six mouths of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable . inspections required to verify compliance. 8. I, THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE, TO T/H/E/~/ $T OF MAY KNOB D/JGE, TRUE AND ACCUR/q TE. (APPLICANTS SIGNATURE) ~ DATE - / SECTION PROPOSED DEVELOPMENT (To be completed by APPLICAN-n ADDRESS AP _ TELEPi-[ONE PLCCAM' -NAME c y~? 'tar re SnICH, 7 .SA~,eo?f A,114t 17I~55~t BUILDER 30 03~PKTF~Ota ASE 2- aNCrp ~ SCYu>A~>y 73l°1`Y~ PROJECT LOC67'fON: To avoid delay in processing the appfimtioa, picric provide enough information to easily idan(ify the project location. Provide the sucet address, lot number or legal description (attach) and, outside urban areas, the d stanrr to the ri ar t intersecting road or well-known landmark. A sketch a(tached to (his application showing the proica location would be helpful. - FDP(93) APPLICATION _ PAGE 2 OF 4 DES(-'RIP[ ON OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT - ,ACTIVITY STRUCTURE TYPE U New Structure `:G Residential (1-4 Family) U P AddiLioo U Residential (More than 4 Family) Alteration O Noo-residential (Floodproofmg? O Yes) U Relocation ? Combined Use (Residential & Commercial) ? Demolition' P O Manufactured (Mobile) Home (In Manu- ? Replacement factured Home. Park? U Yes) ESTIMATED COST OF PROJECT S OOD H. OTHER DEVELOPMENT ACTIVITIES: ? Fill O Mining O D ' ' O Grading ? Excavation (Except for Uural Development Checked Above) ? Watercourse Altera '04 "(Including Dredging and Channcl Modifications) O Drainage Impro erau (Including Culvert Work) Cl Road, Street Bridge Construction U Subdivisio (New or Expansion) O lndividual Water or Scwcr System U Other (Please Specify) After completing SECTON 2, APPLICA1,17 should submit form to Local Administrator for rcvicw_ SECTION 3• FLOODPLklN DETERMINATION (To be completed by LOCAL ADRfINISTRATOR.) The proposcd development is loured on FMM Pancl No._ Dated The Proposed Development: U Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). U Is located in a Special Flood Hazard A.rca. FIRM zone designation is llp-Year flood elevation al the site Ls:' - H. NGVD (MSL) O Uoavail able O The proposcd dcvclopmcnt is locucd in a floodway. FBFM Pancl No. Datcd O Scc Scction 4 for additional iaslructioos. SIGNED DATE i .Y t APPLICATION 4 PAGE ] OF 4 SECTIO<y'.n_ADDITI ALIN.FOrUv_I,ITION_REQUI[ZED Lohc_conipl_gcdbyL,OCrkl.ADMINISTRATOR) The applicant must submit the documents checked below before the application can be processed. O A site plan showing the location of all casting structures, water bodies, adjacent roads, lot dimensions and proposed development. O Development plans, drawn to scale, and spccificatipns, including where applicable: details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the fvst floor, details of floodproofmg of utilities located below the first floor and details of endnSnreS below the first floor. Also ? Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations. ? Top of new fill elevation Ft. NGVD (MSL). ? Floodproofmg protection level (non-residential only) Fl: NGVD (MSL). For floodproofed structures, applicant must attach certificatio (from registered engineer or architect. / ? Certification from a repstercd engineer that lbc pfopPa d activity in a regulatory ?oodway will not result in any increase in the height of the 100-year flood. A copy of all data and caladalions supporting this fording must also be submitted. O Other SECTION 5 PERMIT DETERMINATION (To be comolctea by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A. O Is B. O Is not in conformance with provisions of Local Law ir_, L9 . The permit is issued subject to the coodiliow attached to and made pan of this permit. SIGNED DATE If BOX _All chcckcd, the Local Admirustrator may issue a Dcvelopmcot Pcrmit upoo paymeot of designated fcc. If BOX B u checked, the Local Adm,r strator will provide a writtcu summary of dc6ciencics. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals. 1 1 • I t APPLICATION a _ PAr;E I OF a APPEALS. Appcalcd to board o(Appcals? U Ycs O Ho Hearing date: Appeals Board Decisioo Approved? O Yes O No Conditions SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Comolianee is issued) The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a ccrtifcation to this application). Complete I or 2 below. 1. Actual (As-Built) Elevation of the lop of the lowest floor, including basement (in Coastal Hid Hazard Areas. bottom of lowest structural member of the lowest floor, occluding piling and columns) is: FT. NGVD (MSL). 2. Actual (As-Built) Elevation of Boodproofing protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the about inform anon L at the risk of the Applicant. SECTION . COMPLIANCE ACTION (To be complclcd by to CAI, ADMINISTRATQ-R-l The LOCAL ADMINISTRATOR vn11 complete this section as apphcabie based oo inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENCIES? O YES O NO SECTION $ CERTIFICATE OF COMPLIANCE(To be comnlctcd by LOCAL. ADMINISTRATOR) Certificate of Compliance issued: DATE BY: Attachment SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CENFIFICATE' OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD ELAZARD ARLA (O" ER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: O NEW BUILDING O EXISTING BUILDING O VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BF_LOW: A. COMPLIANCE IS IIEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW #_1 19 SIGNED: DATED:--- B, COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # 19, AS MODIFIED BY VARfANCE # DATED SIGNED: DATED: CIC(93) Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL MORMATION- (All Requested Information is Required for a Complete Application) APP NAME: own ea-Cardbr1-40"Outoror Other lelrale0m) P dy OWNER or aten Nan Appllq L /f/ CO N4 J QL,~/I-~ Addnn: O ` ran: . TelepAnpeS: Faa: / wplaM a: b ' P/t'P~ItJ ff E-Mail * firs h' ACV (e..-O E.M.N. QW7 t-* Properly Addsse: 7f~/' 10x/01 Brief Daaiption ofCameacOOa Activity, Proposed$precteril BMN sal S-O.T .k t000 SnIalization BMPs, Pk*CE Scepe and/or Sequence of Construction Activity ol.s ews Ire ~ ~0? WP a Pow a Nam) Mmeofemhabraadfe,Cced tPpaonaeeyommMbr '.OSWPPP: IZ !41f~--- --OC.L. O-------- TsbphwwR FaF 7Z NawdPeramsltaponelMefar lnsuSatlonS Winmrrana o/Eroelan Cmtrq pnaera: ~~K,__J~_ -RL_S_'ftt?a-^~--dam Address! TeMpim a Fak E-NeM: Tdsl Alp qA1 / ToWAroe (es. of land Cloyyie t'nled POWL l anrYOr Orou~d dahrbana: ~VD uen) (SF.reo-1 PnJad oun im: Sion EM WddDatad) 430 Do W. 040 041v0 llu { pYnMrd Cdwlrpwq WIN this Project Disturbs five (5) or Mon Acres at - _ _ _ _ _ I ' Any One Time During the Proposed Development 7 Yes No BYES: Pima Amwer 0e, FalawrneI _ _ r a. Does tine Applicant (lave a OuaNNed hrepecbr On Staff To Conduct the Required inspections 7 O C N b. Dom the SWPPP Indicate How Frequently the Sts O O List the NAMES ardnapam elan POrnmq bgnrdw.brsgdiss adhN Wegndw Inspections will Occur and for What Period of Tian 7 Yes No c Does tis SWPPP tih ~ ~ j.. Adequwyban All Temporary andforPermanent SWIStabelizallonMeasures 7 Ys No ! d. Does the SWPPP Adequately ldent7ya Complete Prolact Phasing Plan T YES No Suan a -.1-.N : pee. TMnL, Mite) LMK hnpnedZ e. Does the SWPPP Indicate Additional Site Specific Pmollces Suit WM be Utilized to Protect Water Duality 7 O f. Has the Applicant Submitted aCompleted DEC Notice Of Intent and SWPPP Acceptance Faro for Review Type of sryr.uW wwrwdy: (ea, I Greek By, prod SW-4 Fr.ahen.rvre+rrd_J by the Town of Southold 7 ~ 0 ! ----GONNip S7'A7'F. OF NFWYORK, e o New York c a COUNTYOLIjI .........SS No.OiBu6185050 j Qualified in Suffolk Coun That I, . <<........ZJ f w. -rZ: being drily sworn, deposes and sa at And that h she the Indslarl.gdre oao.raij C F ysihie~9g t~fi2~S~6~t Ioi'~e~ty(~ (enis,vaA.wFosraoiltir,) Owner and/or representative of the 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 wilt be rformed in the manner set forth in the application filed herewith, Sworn to before me day of ...C.~'- 40-• Notary Public: .....~4~~ t Q......~.....]~ k i 1 SWPPP Assessment FORM: 03.72 I• SO!/jyolo Town Hall Annex yy Telephone (631) 765-1802 54375 Main Road T Fax (631) 765-9502 P.O. Box 1179 Southold, NY 11971-0959 P. U0 N BUILDING DEPARTMENT TOWN OF SOUTHOLD October 25, 2013 Romeo & Ann Marie Solon 7 Shore Rd Manhasset, NY 11030 LI1 Re: 485 Rabbit Lane, East Marion TO WHOM IT MAY CONCERN: The Following Items if Checked A **'Note: Final Elevation Certificate required before Certificate of Occupancy can be issued Application for Certificate of Occupancy. ( nc 6s; Electrical Underwriters Certificate. (Contact your electrician) A fee of $50.00. Final Health Department Approval. kk-Plumbers Solder Certificate. (All permits involving plumbing after 4N/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 37998- Raise Dwelling -tQ ZTOWN OF SOUTHOLD PROPERTY RECORD CARD N R, fi NI STREET - VILLAGE DISTRICT SUB. LOT Darts of`Frytan ~i, F C, K FORMER OWNER N E ACREAGE ,h; 1'ot4 Phil' use ~YIt 0,164 ?sr(o ~~_zgZZ Li~trf~r tncgrnm S W TYPE OF BUILDING_ RES. SEAS. VL. FARM COMM. I IND. CB. MISC. Est. Mkt. Value t LAND IMP. TOTAL DATE REMARKS `3 t; - r I s c ti ~r. c;k .1 n44 zi, -e7 zi- __.Ll, i' "j q9E 4 t4 co ! }88G 20NT7119' N a T C 4~- G k is 4 !a, f4 - - r }.NEW Q L 1 OW _ ABOVE, FRONTAGE ON WATER i(Jl Va re V FRONTAGE ON ROAD Tillabl 7 3g66 1{200 27 2v, BULKHEADS JSS u~en o ' ~1I, /f TillablQ_, x,k,, 30ryJ t{/f po u 3 20 DOCK pA Tillable- 300 3(amo o ! O- ;'^t~° 1 C tC ct'''O • x_- Woodland 2 ~3eu e r SIO~ r,+ tQ n r - oCln, A Swampland - L~zoo/ g l q - us V/ (j r Brushland 3 c Vt o/ Q. r •C• Z O House Plot 11 2 Q - LJ 1 ~o Total o i L- I 1 h IL I I - I - i 1 1 ~'Y~/Y~ I %aKM I ~ I I I 1 7 2T 1 ~ f ~H ) 31,17-13.2 2/10 P.~O J 25 2~3 7b•k k,~ LST ' 2~~% M. 61~193t 2 c 2~7 = !o col a Foundation $ Bath Extension I x ao . 20 Basement ?,rte Floors • . n~~ -E'er \ o 8D r _ / l4LUbn s~DE o _ Extension t x VS- = 1•g5 2 _L_. 2 S 1 Ext. Walls Interior Finish - - ' r' Heat -Extension Fire PlacEOVvy4S _l 1 - Porch j - Roof Type PorzQl~ k 1~ 29 Y e~.j'~ $ J Porch Rooms 1st Floor f `C Breezeway j Patio Rooms 2nd Floor Garage Driveway Dormer Z K 1 ZS$ • `cam O. B. ~5 1 v I la...t ~1RC1CS (lle.e4. due - 400 ~oN, e k--t ~ z • s . ~:.owocl SURVEY OF PROPERTY AT EAST MARION TOWN OF SOUTHOLD SUFFOLK-COUNTY o03 3N. Y. SCALE.- 1'= 30' DECEMBER 18, 2012 AP~'\ 3965 JAN. 3, 2013 '(WE7LAND FLAGS) ~1ti GaNJ v (ifd vfe -ro t3,5- ti X41.rE v 9 s7 ~ Oe' c lc,S N o-r~' J Lok j ~ . ~,p i o5 0 4 s ,1 do o •g r~tr,r f~ ~ ,9L /~vol Gq-~ GCS OF NepV)" 5~ ~~j. NiFT2 a~pfi 1 WETLAND FLAG WETLANDS FLAGGED BY SUFFOLK ENNRONMENTAL CONSULTING INC. JA . 2013 h~ ELEVA77CWS ARE REFERENCED 70 NAl9.'88 FLOOD W AN (MV) MV MAP N06 SWOWO17M RKVMM SE" 24 WOP NO AREA= 7,561 SQ. FT. (TD TIE LINE). N.Y.S. LIC. NO. 49618 ANY AL TERA 770H OR AD0177ON TO 7HIS SURM£Y IS A NOLA77ON OF SFC7xN 720901 THE NEW YORK SrA7E EDUCA77CN LAW. P CONIC SURVEYORS, P.C. EXCEPT AS PER SECTION 7209-SUSaWVON 2. ALL CER77FICA77ONS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET HHOSE SCNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 [12-302 AP,R - R 2013 SURVEY OF PROPERTY AT EAST MARION TOWN OF SOUTHOLD SUFFOLK-COUNTY o03 3, N. Y. SCALE.- 1'= 30' ~Q\v 5 DECEMBER 18, 2012 `APq. 396 J.N. 3, 2013 (WETLAND FLAGS) June 26, 2013 (foundation) y r7a V wo4 d,dt o 0c % .k 7 0 20 c ~q lit o~02 doe ?p' ti9 q 4 ,nnr 2 8 2013 b~ BLDG DEPT. TOWN Of SOUJ01D 7 pL~ r- Q ~r 1 = WETLAND FLAG 'WETLANDS FLAGGED BY SUFFOLK ENVIRONMENTAL CONSUL77MC INC JAN.2 2013 i ELEVATIONS ARE REFERENCED TO NAVD. •88 VA FLOOD ZONE AN (ALB) \ q FD?Y YAP Na 30014CO17M REVIM) SEPT. A 2008 AREA= 7,561 SO FT (TO TIE LINE) / N.Y.S. LTC. NO. 49618 ANY AL7ERA IfON OR AD0I7IdJ TO THIS SURVEY IS A NOLAIION OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. P CONIC SURVEYORS, P.C. EXCEPT AS PER SEC7701V 7209-SUBDIVISION 2 ALL CER7IFlCA77ONS (631) 765-5020 FAX (631) 765-7797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P. 0. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 7RAViELER S7REET WHOSE SIGNATURE APPEARS HEREON. F12-302 SOU THOLD, N. Y. 11971 REVISIONS 9'-4" 5'-7" 6'-6" 6'-61/2" 6'-6" 5'-10" 3'-8' I I 17"-411 -6 _ ``rte _ "11------------- - -s- ----(319-1/2 ML GIRDER (319-1/2 ML GIRDER (319-1/2 ML GIRDER 1/2MLGIRDER _ i ° •~j~\`~ p _ - O 24-1 CONC. Ill III CONC. " 3' BELOW GRADE (TYPJ BLOCK PIER (fYP.) O a O illif EX 2XRF1 O,«, Ou'i u nn. '~o ~ O„i a... o REMOVEEXISO Qii~i ro ~l ~~i4 u~3 CONCRETE BLOCK CK WALL AND STOOP F 'i U RE-BUILD PORCH , um n ' u,n V 16" d,. CONIC n un /24-X24-XI PIP, rN.., ~ m u , ,nn um nB 9XB Am nl a1A"OC ~ . w 24"X24"X12" , um u« , nm nm _ CONIC. 17G. - - , O un ' O y, Z p - ; (3) 1-3/4X9-1/2 ML GIRDER (3)1-3109-1/2 ML GIRDER (3) 1-3/4X9-1/2 ML GIRDER N y' O s° ~k X Z Uuu, 'i'U Zinn " o REMOVE ABD REBUILD " HOUSE BE RAISED. EXISTING DECK cXR ACO DI c X15„O O REMOVE EMOVG EX LOCUST I ~y~ FX IXR FJPOSTS AND REPLACE Co WITH CONCRETE BLOCK PIERS AS SHOWN O Wn DAN a 16"XIC'CONC ilu24"X24"X12 CONC. FIG- BLOCK PIER(IYPJ BELOW GRADE(IYP.1 O ~ , I(3) 9-1/2 Ml GIRDER (3) 9i/2 ML GIRDER _ _ _ _ _ _ (_3) 9d_/2 ML GIRDER 9d/2 SdLGIBDER _ - _ - d "I w O 91- 4„ 4,_6„ I 6._61b„ 6'-6" 4'-0" 5'-10" 8; 2.. 6„ 8' 6° • ~~t O 12,-C)„ 37'_11/2" C h--4 w c ~4 CONTRACTOR REPLACE I111V FOUNDATION PLAN FLOOR INSULATION. T6G DOW BOARD RD INSULATION AND 1/2" EXTERIOR SHEATHING (INSTALLED WITH S.S. SCREWS AND WASHERS) SCALE: 1/4" = 11 SIMPSON 3"X24" STHD10 STRAPS EXISTING 4X6 TO BE L~ c E Q STRAPPED TO GIRDER ~u(V,JuI EXISTING FI EXISTING FLOOR JUN 2 5 2013 1-1/2" INSULATION BOAP N ATION BOARD w/ V] z Z 1/2" EXTERIOR SHEATI 'RIOR SHEATHING PLUG DEPT .4c awm orsournofo I HOUSE PIER ANCHORS (VERIFY PRIOR TO ORDERING: F0 0 -1 o PERIMETER BEAMS: SIMPSON CCQM5.50-SDSHDG (3) 9-1/2 ML m CORNERS: SIMPSON ECCLQM5.50G-KT (PERIMETER) + y w ~ CENTER GIRDER: SIMPSON CCQM5.5-SDSHDG EXISTING HOUSE FOUNDATI IOUSE FOUNDATION p ~ti LO < (AT 2'1 ABOVE GRAD! +/-ABOVE GRADE) I 1 " g TO BE RAISED WITH NEW CO BLK. PIERS AS INDICATED. D WITH NEW CONC. 4„~ O W N IV RS AS INDICATED. (O w t?, p #5 VERTICAL REBAR Blb Alt. 1-UN.] L'OCGRAEDE` . V. I " Sr:-3v~D, YR+~ „5ryi3P t',~'~ O AWN: MH/MS mien -~mm~__ " h •SCALE: 1/4"=C_0" O JOB 4. j~ Jwe 24, 2013 SHEET NCIMBEA 24"X24"X72" UX CONC. F,-G. A'~II:~ y A 5 DMIENT REVISIONS COMPLY WITH ALL CODES OF FLOOD ~p~eE ~ C ) NEW YORK STATE & TOWN CODES COMPLY Iq~f~IYI:YOY CHhPTER 148 AS REQUIRED AND CONDITIONS OF APPROVED AS NOTED !fl 148 DATE: B P FLOOD DeAMACE PREVENnON S841T?+ALBiBR'Nd54 EN110N S(UA6tRi9~dPNdNEAOARD FEE:~6°O By SOUTHOLD TOWN', CODE NOTIFY BUILDING n~F ,RT6JENT AT SOUTH 01DTO'NNTRUSTEES 765-1302 3AM TO 4PI:1 FOR THE y sv nor FOLLOWING INSPECT 0iJS . 9a I.A. 1. FOUNDATION - TWO REQUIRED FOR FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST SE COMPLETE FOR CC). ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. U ~ ,~1 n] m b 1 RETAIN STORM WATER RUNOFF - PURSUANT TO CHAPTER 236 x w OF THE TOWN CODE. OCCUPANCY OR L L USE IS UNLAWFUL I - ~ - OF OCCUPANCY mm Al WITHOUT CERTIFICATE Z q a~ ,rr ~a _ w N. a z,w 1 1 Aram 11 FEI I w 1 _ ~ a V rf I tilt, Yr ~ Y<t~ v'Y FRONT ELEVATION EXISTING FRONT ELEVATION SCALE: 1/4" = 1' ~ LU z SCALE: 1/4" = V-0' Z O ~Z x ~o N~ co O ~En O aW L/] AR SCyW, 44 ' ~t4 Vo DRAWN MH/MS SCALE: 1/4"=1'-0° JOB 4: ;Fmh 18, 2013 SHEET NUMBER, A-1 REVISIONS ?M L I _ - " N W z U ~ Z m S~ .11f 1 ZINN ® ® • 'v J W L ~4 ° ~~')$)Xry..1C.YSCi\`>•<:~. A°iiC(^lni ~t :-))y/ -f~ -J viS(i i1/r?Ir: %r~.'Ra ~ih ..t ? T^ V1 EXISTING RIGHT ELEVATION zw SCALE; 1/4" = V o ~a w - - Hill -s ~ v] w z ~s z gz ~o m~ m~ ~ .I Milli ~(n o - T r r, V ~ ~ v yY r 'A e ?<b'~S.F'a C > > '~ti(r '`r i '.q ~r~ r\~ \ V S ?a °Qf"~ nthc~ t 4 b. -a~ r I < EFr ~~r <.evs ` ~~y, DRAWEE MH/MS i ~ r,y,r ~ ~ rr I ,~.~X Ty ~ by AE}4 > ~ i ~r~?< ~ ~,y SCALE. 1/4,'_l,47 r ~ r n„ ~ r c : S> e/~% ~ ~ e,~ y1j I s _ { ~.rcr JOB 4. r `n Irv c~ ~7\ r c ~r AU t 'h ~ a r < Yi i -f~ rr v, ; 7Yl '`l7(t " << / 1 March 18,2013 ~ SHEET NUMBER: RIGHT ELEVATION T nr:.<p A-2 SCALE: 1/4" = 1' REVISIONS vj -GP- ._I.. 14 • 1 `C U _ V u m ~ yN rV C EZ Hil - L - o0 C i a w W ~ IQ~1 ~ 1 ~~Jz Jam 141 ~'y fair Z Fv~f: ' V„f ~'v EXISTING REAR ELEVATION F REAR ELEVATION un w SCALE: 1/4" = 1'-0' SCALE: 1/4" = V Z< z x ~o m~ m~ O ~cil dw V1 fyp' DRAWN: MH/M8 J~Dy ry'4 SCALE: 1/4"I'A" JOB M: Mach 18, 2013 SIMET NUMBER a A-3 REVISIONS \`~M W~j 1 ° U n .r w Z w U w ~ m C ~ U c 4 I. - EEL 75 r i~: )fit) 1>'Sn ) r )i•/<(i cam- EXISTING LEFT ELEVATION V1 SCALE: 1/4" = 1' zq 0 z a El- El cn w M M z rJ-' :5z ? ? ~0 O vW L I T > Y V~. AV VA Y J' AY: Y 4 G < l f -K V I .A yet n ~ti5~ ~ a. ~"i j - n{ ~~i~ Vt ~v.v<l > \i ryay v,F , th k DRAWN: M17/ MS r SCALE: 1/4„=F_0` it i ~Y .:u ~ - ',l` ? ~ IYr Yhi ~,a.r~ ~ IOR~I S K S S mi * M.b 18, 2013 SKEET NUMBER: LEFT ELEVATION SCALE: 1/4" = P A_4 REVISIONS 12,_0.. 37'-11/2" 4'-0" 5'-7 6'-6" 6'-61/2" 6'-6" C6 2 3'-8" 3' g 1._ ..1._6., j`T ---T7 1 s _ p - _ x(3)9-1/2 MLGIRDE0. 'f ^ (3)9-1/2 ML GIRDER- y'1'---(3) 9-1/2 ML GIRD 29(3) 9-1/2 ML GIRER R- (3) 9-1/2 ML GIRDER Q X24"X12 CONC. FTG. O FTG. (EYE.) O p 16 X16 CONC. 3' BELOW GRADE (iYP.) BLOCK PIER QYP) 'c M ~ O,u Jim O o"^ F%J%B FJ _ Oum Dm REMOVE EXIS'flNG CO j CONCRETE BLOCK f 1O d WALL D STOOP RE BULL U n..' w REBUILD PORCH y 'i'I^ 16"X16"CONC. V I9~i'r- BLOCK PIER ("T.) O O - 3 1--- X9-1/2 LGIRDER (3) 1-3/4X -1/2 ML,GIRDER ? ® (3)1.3/4X9-,1/2 W GI I a) GIRDER 8._3.. ---1: O 6'-7M 't---{ 6~-51/2 6-6 !-ter .~~F 1._4.. w, ~~p o t+ lilt w o REMOVE ABD REBUILD > OPou HOUSE TO BE RAISED EXISTING DECK 25 LOCUST p15 OC O u iJ ~ REMOVE E%. LOCUST 01''1'1 POSTS AND REPLACE E% WITH CONCRETE co BLOCK PIERS AS SHOW DASSHO" u) ""x C N - o wII } iD y 16 CONC. w 17 , 'iP4BELO X12 CONC. FTG. BLOCK CK PIER (rvP) BELOW GRADE (LVP) , O , ,)(3)9_1/2 ML GIRDER (3) 9-I/2 ML GIRDER- ----(3) 9_1/2 MLGIRDER- _(g)g.3rzMLGIRDE ' jj~ _41)9d/21dLGIRDER- u a __Y3_8- I C\ ? JYA ACO'HI ~ 3, 8„ I 16~ O LLL LOCK FOUNDATION 6 - rl „ w BE p16~xx - - ~ _ zz - FOR R CHIMNEY TO TO BE BUILT UP AS REQUIRED Ell 9._4„ 4._C,. 5_7„ 6,_6„ 2,_81h.i , F,~----~~61,-'~i2„ 6., 4'-0" 5'-10" O 6' 12•_0•, 37'-11/2" W 8'-6" H o a w CO~TRACTOII REPLACE FLOOR " INSVLATION. INSTALL 1-1/2" FLOOR , /2'G FOUNDATION PLAN T&G DOW BOARD INSULATION AND 1/2" EXTERIOR SHEATHING (INSTALLED WITH S.S. SCREWS AND WASHERS) SCALE: 1/4" = 1' SIMPSON CCQM5.50-SDSHDG CJVERTICAL~ EXISTING 4X6 TO BE STRAPPED TO GIRDER EXISFIr EXISTING FLOOR 1-1/2" INSULATION E VSULATION BOARD w/ Z Z 1/2" EXTERIOR SH EXTERIOR SHEATHING O g z HOUSE PIER ANCHORS (VERIFY PRIOR TO ORDERING: x O 03 Q PERIMETER BEAMS: SIMPSON CCQM5.50-SDSHDG CORNERS: SIMPSON ECCLQM5.50G-KT CENTER GIRDER: SIMPSON CCQM5.5-SDSHDG EXISTING HOUSE FOUI ING HOUSE FOUNDATION 0 n m N (AT 2'-D" ABOVE I TO BE RAISED WITH NE 2'-0"+/-ABOVE GRADE) O V w RAISED WITH NEW CONC. _K. PIERS AS INDICATED. UD Ja„via" rnnlr ELK. PIERS AS INDIC REBAR BLOCK PIER RADE- inuu---i nTiil0- Nmn-1u ' ~A C) DRAWN' MHIMS ( SCALE. U4"=C-0" ff/1 ` Joe q STirET NUMBER J M.h 18, 2013 24"X24"X12" • CONC. FTC. A-5 REVISIONS ~1 \`"•^ggq -If 12'_0° 8' 6„ C G ~ o ~ W U w ~ vJ ~ p sATx #z • Y 4 C O K u i v 0 E ENTRY EXISTING M COVERED PORCH o EXISTING DECK °W z .QI N REMOVE AND REBUILD EXISTING DECK LIVING ROOM C) REBUILD PORCH, REPLACE ~I a EXISTING POSTS, GIRDER AND DECKJOISTS AS REQUIRED P, D ~ F KITCI-IEZ` KITCI-LEN Ole 0 CLOSE OFF NECHANICAIB EX DOOR 3'-6" cr LL > CONTRACTOR TO REPLACE EXISTIN 'O REPLACE EXISTING Z Z LECTR TTING DTRIM AND REMOVE AND REPI EXISTING DRYWALL, REMOVE AND REPLACE O Q Z TRIM AND ELECTRICAL, 1S 1CT. FLOOR PLAN WALL PLUM ETC REQUIRED MECHAI REQUIRED MECHANICAL r O SCALE: 1/411 = V-0' ROOM TO BE 5/8" TYPE X S TRIM A CEILI FIRE RATED WALLS AND D CEILINC. G, BATH TO BE TYPE -X FIRE RATED ON m ]LING, BATH TO BE M015TURE-RESISTANT WITH CEMENT 9( AT AT BATH/SHOWER. ALL ALL OTHER AREAS !T WITH CEMENT BOARD BE TYPICAL 112- DRYWALL. ALL OTHER AREAS TO .1/2" DRYWALL. Lo ED INSTALL SMOKE AND CO O DETECTORS TO CO DETECTORS TO CODE. rQ p W V1 aDRAWN:MH/MS SCALE: 1/4"=V-0" JOB q: March 18, 2013 SHEET NUMBER: A-6 REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL [ TAIL DRAWINGS INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS ING STUD$ RAFTER ENDWALE CRIPPIE STUD WALL STUD BOTTOM PLATE 1^ /010 _ ocE LEDGER nEADER I.E. 0Ail HUH .r4 p DOUBLE aolsr •I%~\\• I EWALT RAFTER JACK SOLIDS FLOOR USP NUMBER FEES RIPnON AP PUCnnoN 1sT ADIS HOLD o.11 COIINECT TO 1 S OF ALL JORGE- aNCFER To ,GURU ED, W/ ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCPPON LIP PIOMOCR OESCRIPTON APPLICATION RAPIER 9ZE U°P NUMBER O6CRIF PATH / SPA PLBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED suPPORr P NOMp ER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH T1E FLOOR HOLD DOWN BOW NOT PLAW. OF 4N0 FLOOR ANO TOP 6 LS?6 1B9a 40P1 2N0 ADDS ALL OPENINGS LSTA12 1-1/4"x12" 209, STRAP APPLY TO EACH JACK BUD ROOF LSTA21 1-1/9"x24- 20ya STRAP APPLY GVER RIDGE TO EACH CACHE ?x6-?x LESS 1e9c SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST BRETTON MATH (2) aOEETS. UNDER WALL FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS. PROVIDE ANCHOR PLATER OF 16T FLOOR CONt THROUGH WE FLOORS TO EACH OTHER W/ THREADED ROD_ ALL OPENINGS R13 OR JIP IVULNN ANCHOR APPLY TO EACH CRIPPLE R D 2X10 LS210 10go SOCHI .f~ Ls210 lagv SLOPE II ANGER APPLY TO EACH RAFTER / LEDGER BLOCIaID @24 OF WALL SIR THROU[ w THROUGH-ROOF ENH AUST y N m ti / VEI ITS m, ATE VEIITS SELECTED AND \cnrm BY coulRAC TOR o w METAL SWAP VEN RIA rION CHANNEL V RIM BOARD RAPIER As REGDIRED y = °a RAFTERS SILL PLATE(S) RAFTERS u u rL s MnNT AIN ENTLATON WDGD JOIST V FOUNDATION • • • ' • • • • • • • • • TOP PLATE bLGL KING 2W'I LEWEfl LOCKING STAPPHNG TO RE ATTACHED TO WALL STUDS 098 "OC ATTIC SHALL BE PRONBEO WITH A P [ 2z4 SOFFIT JOIST R EMBED WI T1 A FASCIA w AND PLL N14IDOW/DOOR OPENING JACK STJIDS MINIIAHM NET FREE VENTLATING AREA FLOOR JOIST DEPTH USE NUMBER DESCRIPTION APPLICATOR WALL STUD NOT LESS 1HAN 1/150 OF THE AREA TEE VEIJ TLATING AREA 11/1GJ 0F THE AREA OF GETTER THE SPACE INSTALL 4b" ED • SHALL BE COVE PERMIT RED WTIN CORROSION ITLpIEO ALL OPENIIIGS WOW GIRDER [R CG WTII CORROSION- CNTIN SCREENED BENT M1" - S. LS'TA24 1-1/4'124" 209, SWAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ON ALL BECOMES OPENINGS OF G INCA IN DIMENSION AL MESH WITH MESH GONTN. SOFFIT / E%i PLYWOOD NCH IN DIMENSION INSTALL iO" OC LOCATON USP NUMBER DESCRIPTION AGING ALEN SOFFRED EAVE 0" - 14 LSTA3a 1-1/4"x36" 1391. STRAP AND JACK STUDS LDNNECi i0 9" - E' RAFTER RTIO I0-3/4 x 1091. TEDDWN ANCHOR ON ALL OPENINGS EACH HPFTEN PROVIDE BLOC ICING HET1N_EH JOISTS THAT ARE SPICES AND OVER BEARING WALLS AND HEADERS T^ INSTALL 4'O" PC B" _ 12" RPFIFR Ni46 21-I/0" x 26go iNOWN ANCHOR CONNECT To 1i - 16' LSTA36 1-1/4'x36" IS, STRAP AND JACK STUDS EACH RAFTER ON ALL OPENING'S AND FLOOR WALL V1 RAFTER r nn ;'4 \ O MoOO JOIST Q GOP PLAIC GIRDER/HEAUOR C.) FTTT~ 1Si FLOOR WALL STAMPING TO BE ATTACHED TO WALL AFTER 948-OC WOOD JOIST W AND ALL WNDOW/DOOR OPENING JACK STUDS WALL STUD GO FLOOR JOIST DEPTH USP NUMBER XSCHIPTION APPLICATION INSTALL 4'0 O C n - 0" LSTA36 1-1/4"x36" 1Bga STRAP AND JACK STUCK COCA PON USP NUMBER BESCRIPTION 1 APPLT, ITI711 ON ALL OPEIIIN GS CONVECT EACH ALI. Jolsrs CDNIIEC7EG To A FLUSH HEADER TO BE SUPPORTED WJTI V THE PROPER STEEL CONNECTOR. INSTALL CO' O L RAFTER/PLAY RTIS T9GWN ANCHOR RAFTER TO PLATE IF ABLE. SET Fm JOISTS APROX r/Y HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE k REDUCE BUMP OUTS 0' - 1R' MSTA9C 1-1/4"x90" 16ga STRAP AND TWO I( SOLIDS PLATE/WALL SPLI STUD PLATE ANCHOR CONNECT EVER oN ALL OPENINGS PLATES TO EPLH ST1A DBL BILL PLAY TERMITE SHIELD SILL GASKET ' TYP CON O. FBU NDgTON A , CONE SLAB BqM P PROOF CXT, P C 6 MIL POLY M~ SMITH POLY ON EXTERIOR V ARMQLAR FILL L Q i • v STEEL COLUMN ' A n IT 3 GowG SIAB I '0 ' y IIt'\ ? L A ~ ~.o• e , e v 1 . A COMPACT FILL v e . En KEYWAY FOOTING (!q COLD FIT USE WTH 3n3 SQUARE WARFARE e ANCHOR BOLT SOMNE,TEN NJ SF LB PS5B OR BP5337 p REINFORCING BAR FOUN RATION LEY MIA ANCHOR BOLT ~ Z Z DRAIN FILE A ANCHOR BOLT CONNECTION SU POFONO IAN U 5PAGIND 0 z x 0 SILL PLAY TO FOUNDATION 1 STO RI' ]2" O[ SCHASL 'AD, OR ONI INDATBN m~ TYPHC AL 00 E, FOUNDATON ANNY PILASTERS SILL PLATE To TOO" CATION 2 STD RI FS ]6" OC WH EPE NEEDED FOR SIR UC TUR AL BRACING MIN. 3" STEEL COLUMN ANCFIORED To 24 "x21"x V" CONE FTG CRAWL 'PAID R FOU NFATON WALL BOTTOM PLATE TO FOUNDATION-2 STORIES 5]" DC SI PH-ON-GRACE O ME EQ Ma UBFLOOR 7 W C ONO SLAB REDGGR rn E %6 10/10 WWd / GARAGE _ C IMPACT FILL BO. GARAGE Q_JOIST D.N vna a„nt`v ni STEEL SCAM rt 4' SLAB C SLAB P.T FLA. ~`IY/ W~ fiXfi WMN , W/ fiXfi mm SLOPE J-D IYEWAT NOTCH JOIST AND ADJUST HEI (if , sap p p 1 0 1 • • 7 1 2. • (.JUL A NAILING PLATE IF NE flQ (~Ly, ' TO BE APROX 1/2' OR HIryt, ,p ° p • STEEL BEAM TO ALLOW TO Yrl S~-Y S 2 • • CHROME STRAPPING i0 NEE ~I F 6NG VLW IA p ~•-a •p DRAWN. MN/MS •pn a°.•e ••p - 1'x'9 7 NRl C,{' p l)C p~%4 I' p REINFORCING BAR p ~4 REINFORCING BAR p f4u k. SCALE: NTS y JOB ° 1'• ° - March 16, 2013 FEAR TILE I - J i2^ PL HE (BOL AM) WELTNUMEER. TYPICAL CONE MONOLITHIC FOUNDATION. REINFORCE WIH #4 REINFORCING OARS ERIC KEN SLABS BENEATH BEARING WALLS AND COLUMNS " ''y4( GARAGE DOOR BLOOROOT • -7 REINFORCE POOLING W1TH1(2) r4 REINFORCING BARS GARAGE DOOR 81 REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWING WINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INECAMATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY a" MAX. KING SND5 - STUDS 4" DIA. MAXIMUM RAFTER CRIPPLE STUD STUD CLIMATIC 6 GEOGRAPHIC DESIGN CRITERIA ' GROUN WINO SEISMIC GROST WINTE ICESHIELD EDGER RIDGE HEADER SNOW SPEED DESIGN EATXE0.IN VNE TERMITE DECAY DESIGN VNOERIAYMEN NA~2ARC5 .0 IEAOE0. LOAD IMPX) GTELORV DFPTH TEMP. REQUIRED rx MODERATE fLILXTTO 95 LOS. 130 0 SEVERE 3 FT. TO HEAW MODERATE II NONE - - BE E RAFTER JACK STUDS sruoz RAFTER-TRL IDLER CONNECTION LEDGER TO BE CONNECTED TO BUJ4 USING I2"DIA BOLTS 16.OC WITH WASHERS HEADER OPOSEYMI) CONNECT RIDGE-TOPAFTER CONNECT ON RAFTER 512E USP NUMBER DESCRIPTION APPUCAMON LOCATION USP NUMBER DESCRIPTION 3 POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: STAIR RUIIN6 LOCATION USP NUMBER DESCRIPTION APPLICATION 3v63xB LS36 IBpa SLOPE HANDERAPPLY TO EACH RAFTER/LEDGE ALL OPENINGS LSGI3 I-I/4"v13"30ga STE IBER DESCRIPTION APPLICATION J UnlesmtM1ervnse noted, ull lrominG meferitl to he XI ACQ P,ouelrealedlumber I-I/4"xl2"20ga STRAP APPL( TO EACHJACKSdVO All fast hangen-damhon to be 6 J,rna,d.,,U1r1 ,,td.1, ~~~nnn ROOF 6TR4 tLN Q4"EUga.5TRAP APPLYOVERRLKE1TOEACHRAFTE0. 2%ID Lf2I0 IB6a SLOPE HANLE0.APPLYTO EACH RAFTER/LEDGE ALL OPENINGS RHOR RTI TYDOWN ANCF 17 TVDOWN ANCHOR APPLY TO EACH CUPPIE STUD ) Glydan for do& joins Lo be Wlled or anchored m raA P.R or Fler with washers and nuts 'M I-I/2"SPACE iNUn on mdse" piernlnll be ralis red will, proper Reel mnnestors archoretl n mto mnvete w,th a minlmum @" di. x 7' lonb anchor bell with washers and nut U MINIMUM N 3). Posts wppoRing plyders shall be anchored to a minimum 2442{11Y tFlek mnvete N Ct •P+ be 3 IT 6 Umamiimum lit"dlax)'IOng mrlior boll w~tF wmFva and nuh Foolin5s fhtll C ~ y 1• W be 3 R below grade UF HANDRAILS RAFTER z 41.Oeck joint to have blodln6 at ED is C. V w 0 °u h O oro [`O •R 1. Haddr, over the ledger Installed n be banned and withe sapping d1sL Lots wish w.ih,r, and d over the letl6.r let in be to to building with l R" d18.. holb wI1M1 woshen TOP PLATE POST POST and net[nt 16'b 61 Concrete piers shall be a minlmum 6' obese 6redd C U RAFTER OP PLATE ] All loins le be a".,ad with wings and anchor. E¢F Jobs (hall oho be Cull rcd ,G BALUSTERS 0.1M/OECKIOIfi OECKIOIfi to guderX). p, OPEN BAI yJ_ST0. ATTACHED J WALL WALLSND WALL STUD l Crossed Root shall be assembled and aFAored the more monner as a Dbleal Wish, 9) Use'I.E." has,. antl mchi. with 2- MAX tri ProtecNVe...IRS or e9ml Ins an, contad with ACC HANDRAIL CONNECTION 0.AFTFC TO PI ATEYST ID CO SNFRION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PI ATP/Sinn CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION OF THE STAIRS. HANOGRIP POTHON OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPUCATION CONNECT EACH SHALL NOT BE 1$f THAN LIp'NOR MORETHAN 2"IN CONNECT TO RAFTER/PIAT RTES IYOOWN ANCHOR BATTERED PLATE POST-TOAFCKCQNN)K 4"-6"RAFTER RTID 103A' x l Sga TYDOWN ANCHOR EACH RAFTER CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PLATHWALL SETH4 5TllOPUTEANCH00. GUNNER OVER USE MIN(2)la" CIA GALV. BOLTSW DST-TOAECKMNNECTIFIN NAIUNGSCHEDUU 7 CIA GALV. BOLTS WITH WASHERS AND NUTS PROVIDE AN EQUIVALENT GRIPPING SURFACE B" 12"RAFTER 0.TID RIBRx 20ga. TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD EACH RAFTER JOINT DESCRIPTION QN SPACIND NOTFS ETA M P1FCM'sE3.e r^ 5T0.uRURAL PANEL Rd m WC zBC V71 MAX A"DIA MAXIMUM I LIRDER/HEADE0. LI0.OEAMEADER LEADER RODE FRAMING: O P74 JOINT DESCRIPTION Q7y SPACNAIL ING NOTES Q Z JOIST POST/COUMN - Be RAFTER TO P WALL, 3-Rd COMMOt EACH TOE NAIL H POST/COUMN TOP PLATE 10 WAIL 48d COMMIT RAFTER rO JWMN CEILINGJOIST .'WALL. 3-Bd COMMO CA TO TOP PLATE 19 WALL 4Bd COMMIT JOIST TOENAIL U CEILING JOIST TO AS PER TABLE 37 FACE, FACE rT, GIROER/XEAOER PARALLEL RAFTER WFCM - zBC IF NAIL POR-T[YLI0.DFRMFADFO [nNNF(TION CEILING JOIST UPS AS PER TABLE 3.7 EACH FACE N OVER PARTITION WTCM. SeC UP NAIL VJ LOCATION USE NUMBER DESCRIPTION APPLICATION COWRTIE AS PER TABLE 3.4 UCH FACE O TORAFT WFCM - IE WFCMzBC END NAIL DFCGPQLGMJAILING JOISTS OVER SPLICED HEADERIGIREER 4v 4MLIDLOLUMNPUW/PBSE4 /KC MoTCAPANCHOR APPLYTO EACH COLUMN BLOCKING 2-Bd COMMON EACH TOE U LOCATION USPNUMYER DESCRIPTION APPLICATION 6v650UD COLUMN1B566/PBSE66/KC66POSTGPANCHORAPPLYTOEACHCOLUMN POST.TOGIRDEWHEADE0. CONNECT DEWHEADE0. CONNECTION TO RAFTER END NAIL OI51 ULIRDENHFAOER RTID ttIJOWNANCHORCONNER TOEACHJOI HOLLOW COLUMN SIMPSON STRRI/2 HC. ANCHOR APPLYTO FA<H COLUMN USE MIN. (2) 12' ELK CALM BOLTS V 11 2A 12' DIA CAW, BOLTS WITH WASHERS AND NUTS RIM BOARD 2-I6tl COMMON IT END TO RAFTER ENO NAIL WALL FRAMING BEARING PLATE GIRDER DER JOINT DESCRIPTION Qry SPACING NOTES 4 TOPPUTETO 2. I6d COMMIT PER FACENAIL TOP PLATE FOOT TOP PLATES AT { _I6d COMMIT JOINTS FACE WOO (JOIST INTERSECTIONS EA SIDE NAIL LEDGER I CONCRETE PIER SND TO 2. 16d COMMIT 74" FACE IFR STUD OC NAIL LIRDER/HEADE0. WoaoSQET HEADERTO 16'OC FACE w' I6d COMMON VJ HEADER ALONG EDGES NAIL Wooo JOESr TOP 00. BOTTOM 2-I6d COMMIT PE0.2x45TU0 NO U] W Z PUTETOSTUD 3-16d COMMIT PER2x65TUD NAIL BOTTOM PLATE TO. Q FLUSH JOISTS WITH HEADER/GIRDER DOUBLER. CEILING JOISTTO PLUG. [ONNERION ALL LOSSES CONNECTED TO A FLUSH HEADER IO BE SUPPORTED WITH (MINIMUM) FLOOR JOISL RAND JOIST. 2-16d COMMIT FOOT FACE MAIL O J Z FOR HEADER HEADER/LI EDER TO POST CONNECT LEDGER TO BE CONNECTED TO BLDG USING 1P CIA DOLTS®16"OC WITH WASHERS THE PROPER STEEL CONNECTOR OR BEAM LOCATION USPNUMgE0. DESCRIP )FR TO POST CONNECTION END JOIST OR BLOCKING IUMKE0. DESCRIPTION APPLIGTION OJ IF ABLE, SET FIRIOISTS AERIES 1/4' HIGHER THAN LVL I HEADERS TO ALLOW FOR SHRINKAGE ROD RI BEAMS PAU4f OR WE44 POST/DEAM ORWE44 POST/ BEAM AN<IT RAPPLVTOEACHPIE py mQ REQUIRED FOR STU H)EIMS PAU6600.WE66POST/BEAM OLWE66 POST/BEAM ANCHORAPPLYTOUCHPIE Ta"I ~2 FUSHINL TUCKED UNDER III DECKFRAMING O Lit cl) NAIL DO < JOINT 157 TO NAIL NOTES O W QTY SPACING 1 TOP ~F OVER FIRST CONTIN SIDING THREADED 0.0D JH JOUST TO PER PER TOE VJ SILL, TOP PLATE OR GIRDER 4 RdCOMM JUST NAIL IP ON UG BOLTS W/ WASHERS CNW COUPLER NUT BUDGING EACH O JOIST 2'ad COMMO END NAAIL T II V MINIMUM ~w ] Rd COMMO TOJOIST E a!'A g1YI, WOOD JOIST ENO DISTANCE LOCKINGTO SILL O0. TOPPUTE 6tl COM {n~, HLOCKING G . R I£OLER SFRIP FLOOR FRAMING MINIM M 3x JOISTS •EN6 NCE 13'0II"x13" TOYUM 3-16d LC .M OI NAI Jo1noNLEDLEa FO e6 DRAWN: MH/MS WOOD GIRDER Yl.•'.Ola, • CONCRETEFOOTINO FOOTING TO BEAM J BLOCKING FOR 1pI7HANGFR LAG YOLI"5 •e BANDJOU 3-I6 O _ ~~4 SCALE: NTS TO JOIST HOLLOW COLUMN UPLIFT RIM JOIST/BO gMPSON STRONG TIEMODELSMR D BAND J0TTo JOB N; 2_I M O SILLORTOPPUTE MO.CI118,2013 • SPLICED JOISFS OVER HEADER/GI0.0ER INSTALL AS PER MANUFACTURE'S RECOMENDATIONS OF(K POR FTG. CONNFCiIO FOR FTL CONNECTION FIL . 1R y PROVIDE BLOWNG BETWEEN JOISTS TIiAT ARE SPICED AND IOGTION USP NUMBE=DC USE W RTIUTYDOWN ANCHORS 4%4 POST P7 U4f OR WOECK/PORCH LEGER CONNECTION NBER OESCRIP(ION APPLICATION SHEET NUMBER, L WEM POST / BFAM ANCHOR APPLV TO EA[H FOOTING. '°B'.`t (L. Ii 6X6 POST PAU66 OR W LWL6 PO5T/BFAMANCHORAPPLYTOFACHFOOTIN6 A-8 REVISIONS PLAN CONTENTS: GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE 1).RIDGETO-RAFTER ASSEMBLY: ROOF FRAMING: C OCCUPANCY CLASSIFICATION R3 RESIDENTIAL BUILDING USE RESIDENTIAL DWELLING 1-1/4" .20 gauge strap shall be attached to each pan of rafters m accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES When a collar tie is used in leu of a ridge step, the number of IOd common nails required QTY SPACING BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of Bd nails in the strap RAFTERTO S' WALL 3-Bd COMMON EACH TOE-NAIL RAFTER TO' 1). The Information within this set construction documents is related to basic design 2). R LL ASSEMBLY: TOP CEILING PLATE JOIST 180' WALL WALL 3 4--BdBd COMMON COMMON EACH TOTAL SO FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are e intended as a conrtrumon aid, not a substitute Lateral ral framing framing and shear wall connection for rafter, telling or truss to top plate shall be In TO TOP PLATE UP WALL 4 Sd COMMON JOIST TOENAIL russ not fall in tine with studs below, rafters for generally accepted ted good building practice and compliance with current t New ew York accordance to table 3,3. When a rafter t State budding codes The General Contractor or responsible e for providing standard or trusses shall be attached ofthe wall top plate e and the well top place shall be attached to CEILING JOIST AS PER TABLE 3 7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professlonallY Flnished, sWCturally the to the wall stud with upliff n ctio Roofs overhanging the rake side of the bwlding PARALLEL RAFTER ER WFCM - SEC LAP NAIL nand and a weatherproof completed product shall he connected with uplift connections s to accordance with table 3.3r. CEILING JOIST I AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES ~1 10M OVER PARTITION ON WFCM - SBC UP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLIARTIE AS PER TABLE34 EACH FACE meets cement federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift oanoeehons in DECKS 40 These codes are to be considered as part of the specifications for this budding and accordance with table 3 3b. When wall studs above do not fall In line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS two STORAGE 10 ATTICS w/ STORAGE 20 Should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - Ed COMMON EACH TOE accordance with table 3 3 TO RAFTER END NAIL E DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimenuons shall take precedent over Sealed drawmgs. RIM BOARD 2.16d COMMON EACH END (LIVE LOADS PST) ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The dengner has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7Inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 Inches in masonry block foundations, or lapped under omtruction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.36 When steel straps are lapped under the JOINT DESCRIPTION CITY SPACNAIL ING NOTES GAURDRAILS ANY DIRECTION 200 precautions and programs in connection with the work There are no warranhes for a bottom plate, 3 inch square washes Shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT C) U m specific use expressed or implied m the use of these plans. Spacing is to be spaced and sized In accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - I6d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE.1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION -i m ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT - JOINTS FACE INTERSECTIONS 4 I66 COMMON EA SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE o ' 6) The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR 5HEARWALL CONNECTIONS: STUD TO 24" FACE c v m EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE ~ Y O ~a ~n or exceeds manufacture's specifcations and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 -I6d COMMON O C NAIL attached with Rd common nails at 6" o.c at the panel edges and 12" a., in the field, and FIRE PROTECTION S;. rti 7). The General Contractor is to consult with the owner for all bullbin items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at T' o.c. at panel HEADERTO I6d COMMON 16" O.C. FACE SMOKE & C02 DETECTORS) SEE FLOOR PLANS such as Emiam o. shelmng, pantry. covers, trims, etc. edges and lo" o.c. In the geld shell be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b TOP OR BOTTOM 2 -16d COMMO PER 2.4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION e U 8). Wind load requirements shall be taken Into account during construction. PLATE TO STUD 3 - l6d COMMO PER 2.6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6) TYPE BEXTERI0R 5HEARWALLCONNECTIONS BOTTOM PLATE TO: FOUNDATION NOTES: Type ll exterior shearwalls shall meet theregwrements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2-I6d C0MMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA a END JOIST OR BLOCKING I). The General Contractor and Meson to review plans, elevations, details and notes to length adjustment barroom table 316. FOOT SEE NOTE. 1,2 GROUND WIND SEISMIC FROST WINTER ICE5HIELD FLOOD determine intended heights of Finished Foods) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED . All (Dorm s to rest on undisturbed (lr In) soil. Allowable Sidewall lengths p mv&d! in table 3.14 shall be permitted to be increased when NAIL NAIL 2) b 8 interior sheerwalls are used. Sheathing and connections Shall be In accordance with JOINT DESCRIPTION NOTES 2.4 4.2 and 2.2.4 respectmely. QTY SPACING 20 LOS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO TO HEAVY MODERATE 11 YES - 3), Provide 1Q" on Jointmaterialbetween concrete slabs and abutting JOIST TO: PER TOE concrete or masonry wells occudn in exterior or unheated interior areas PLATE OR GIRDER 4' Rd COMMON JOIST NAIL g e). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL TOP R ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4 An new concrete walls beln attached to exotic needs, structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2 EACH TOE 7 Y g 6 co with table 3 5. Window sill plates shall be have steel connectors in accordance with table TO JOIST r ail COMMON END NAIL be Installed with X5 re-bar, IT long at 12" on. Use approved epoxy for installation. 3 5. SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE er 2 - Ed COMMON 5) Unless otherwise noted, all slabs on grade to be 2500 s.i . Concrete to TO 4' PERIMETER EDGE ZONE Rd COMMON ES fi" O.C Bd COMMON 0 6" O C SEE NOTES: 13 poured 4 inch 9). CATHEDRAL CEILING ASSEMBLY: re inch thick sand or gravel fill with 6x6 wire ire mesh reinforcing. Interior slabs Where a ridge Is to be used as a stmdural beam, the rafters shall either be notched and BLOCKING TO: 3 I6d COMMON EACH TOE - INTERIOR ZONE Rd COMMON ®6" O.C ed COMMON p 12' O.C. SEE NOTES: I ( BOTH FIELDS) NOTE; 2 FOR PANEL FIELD 5WB to be mimmum 3-1/2 inch thick. All fill to be compacted to 95% relative density with JOIST END NAIL 6" maximum lifts (layers) anchored on top of the beam or slope connectors shall be attached to each rafter SILL OR TOP PLATE BLOCK NAIL GA O F~ GABLE ENDWALL RAKE AND RAKE TRUSS Rd COMMON 0 4" O C Ed COMMON ® 4' O.C. SEE NOTES. 0 6). Crawl spares to he provided with a minimum 1B"x24" access opening. Installone along the open ceiling pit of the budding. Connections to the ridge and wall shall ll be be be be LEDGER STRIP 3 - I6d COMMO EACH FACE Bx16 cast Iron foundation vent for every I50 sq, ft. of area. attached with the above requirements. TO BEAM M JOIST NAIL NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-BacoMMOw PER TOE 7). Damppmaf exterior of foundation with bituminous casing as per section R4D6 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY Q N.Y.S. Residential Construction Code. A Emil polyethylene FlIm shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, handers and anchors to be galvanized or stainless steel. TO JOIST 3 -I6d COMMON JOIST NAIL 1). For mof sheathing within 4 feet of the perimeter edge of thereof, including 4 feet on each side of the roof peak. U NAIL the 4 foot perimeter edge one attachments required shall be used. 8). Drainage in per section R405 of N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts BAND JOIST TO 2 -I6d COMMON PER FOOT SEE TOE NOTE: I PLATE Girders on concrete piers Shall be anchored with proper steel connectors anchored SILL OR TOP 2). Tabulated 12 inch o., mid spasm, assumes sheathing attached to rafter / muss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"diax7" long anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c 1). All framing techniques and methods as peocnphve design of 2006 SEC High Wind 3). Posts supporting girders shall be anchored to a 1Tx12"x12" thick concrete footing. 7DESCNPH0N NAIL NAIL 3). Tabulated 4 inch o.c nail spacing assumes sheathing to rafter/ truss framing members with 6>0.49. For U Edition Wood Framing Construction Manual. Use a minimum 1/2' die x B" long anchor bolt with washers and nutsFootings Shall be 3 R QTY SPACING below grade. Porches with covered roofs shall have 12" die, concrete piers for the girders. L ad AS PERTABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches ox 2). Unless otherwise noted, all framing and structural wood material to be R2+BTR W:CM SBC Douglas Fir 4). Deck Joists b] have blocking at B'0 o c. CEILING SHEATHING: WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 3 NAIL Floors, walls, callings and rakers to be spaced a116 inches o.c unless noted 5). A minimum of 10 inch flashing shell be installed between the building and ledger. NAIL otherwise JOINT DESCRIPTION Ledger to be fastened to building with 1/2' die. bolts with washers and nuts QTY. SPACING 4' EDGE 20NE Bd COMMON ® C O.C Bd COMMON p 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD 4) Unless otherwise noted. all bearing wall headers to be (2) 2x10 k2 + BTR Doug. Fir. where needed. GYPSUM 5d COOLERS 7" O.C. EDGE Bearing wall headers to have (2) jack nails and (2) full length studs on each side of all WALLBOARD 10" O.C FIELD INTERIOR ZONE Bd COMMON ®fi" O.C Bd COMMON O 12" O.C. SEE NOTE: 3 openings. LVL headers to have (3) jack studs and (2) full length studs on each side of 6). Concrete peers shall be a minimum 6' above grade. NOTES openings. Bearing wall window sills shell also have (2) window sill plates for 2x4 wall 77. All joists to be supported with hangers and anchors Each Joist shall also be vndaored WALL SHEATHING: openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and B'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY and blocking where applicable. QTY. SPACING 5). All Rush beams/headers to be installed with heavy duty galvanized hangers and 81. Covered Roofs shall be auembled and anchored the same manner as a typical building. SiPANE SQL Ed COMMO WFCM -SBC 9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge no attachment requirements shall be used. anchors where applicable to all connecting joists PLUMBING NOTES 7A6"OSR 3"o C. EDGE PLYWOOD 6d COMMO 6"O.C. FIELD Fl Double up Boar )outs under walls that inn parallel to the floor joist and under bathtub . I). All water supply, drainage and venbn6 m be installed as per N.Y.S. Residential 2). Tabulated 12 inch ox nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0.42<G<, the nail speorg, shall he reduced to 6 inches o.c Floors to have ceramic the installed shall be verified for proper load rapacity unless noted Construction Cade. GYPSUM SD COOLERS 7" O.C. EDGE on plans WALLBOARD 10" O.C. FIELD 7). Provide 2-1-3/T thick marolares( height to match floor joists) around stairwell and/o 2). Verify septic iwtem with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING' 3). For exterior panel siding. ,alvinized box nails shall be Permstied to be substituted for common calls. Z W Z r2 other access openings unless otherwise noted (typkalJ, 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL NOTE: C) J Z 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure Verify with the JOINT DESCRIPTION QTY SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY FI-( O where applicable unless otherwue noted. date code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PAN EIS 8d COMMO 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. Q HVAC SYSTEM NOTES 1" OR LESS 12"O. C. FIELD 9). Provide blockmgPoridging in floor joists at 9'0 o.c. Use solid blocking in Floor )oasts 1). PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. rl 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 0 F- under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 3). INSTALL I - Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR ~H LO G) 10) Provide insulation baffles at save vents between rafters. Install draft blocking as requirements THESE NOTES ARE ONLY TO BE REFERRED TO IF Section R602.B - FIREBLOCKING REQUIRED C) W needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Fneblooting shall be provided to cut off all concealed draft openings (both vertical and horizontal) n 11). Unless otherwue noted, all roofs and walls to have a minimum 1/2" thick,+ply Fir equipment,u,PRe,. 1) Nailing requirements are based on wall sheathing and to form an effedive fire barrier bolween stories, and between a top story and the roof span Fireblocking shall be provided in wood frame construction In the following locations. COX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC Subcontractor to provide final system layout drawing and submit it to the General nailed 6" onranter at the panel edge. IF wall sheathing 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor Unless otherwise noted use 3/4" thick T6G Pis Fir or Advantech d subfloor Contractor and owner for final revlaw and approval. Is nailed 3" on-center at the panel edge to obtain higher . p wyoo shear capanties, nailing requirements for structural adhered with PL400 adhesive and screwed to floor joists. Finished floor to he installed ELECTRICAL NOTES ember, shall be doubled. re alternate connector,. levels. Concealed horizomal furred spaces shall also be Breblocked at intervals not exceeding to RC over subfloor as per manufacturer instructions. such as shear plates, shall be used to maintain load path. p. All electrical to be installed as per N.V.S. Residential Construction Code. feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking I. walls constructed re ,~ay~.~ k using parallel rows of studs or staggered studs. N" "W„r~ 4~ ry 13). All bathroom walls to have 1/2" thick moisture-resistant sheetmck Garage walls and 2). When wall sheathing Is continuous over connected telling, and over furnace to have 51e" thick type-x sheetrock All other parts of building 2). All electrical work shall be approved by a qualified Underwriter, members,the tabulated number of nails shall be permitted to have regular 1/2" sheared All walls to be taped and finished. to be seemed tell -16d all per foot. 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffRS P DRAWN: MH /MS drop ceilings and cove ceilings. ys[~p75x'' SCALE: NTS 3j. install Smoke detectors and Carbon Monoxide detectors throughout as per section R3q 14). All roofwith a pitch less than 4.12 shall be installed with an Ice & Water barrier or of N.Y.S Residential Construction Code. approved equal Flat roofs shall be applied with a Fiberglas base sheet with an EPOM 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces JOB under stairs shall comply with Section R314.13, N.Y.S. Residential Code. ~k March 18, 2013 torch down type material over. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to +n*a'~. SHEET NUMBER: 4). openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of s flame e and and p products of combustion. , be installed with a foam sill gasket and cop-i-sex termite shield or approved equal. 5). For the fireblocking of rhlmneys and fireplaces, refer to Sections RI 001.16. N.Y.S. Residential Code. A-9