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Home My WebLink About43291-Z �Q�gUFF®l�coG Town of Southold 1/17/2019 y� P.O.Box 1179 y 53095 Main Rd o4A Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40177 Date: 1/17/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 475 Rabbit Ln., East Marion SCTM#: 473889 Sec/Block/Lot: 31.-17-13.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/7/2018 pursuant to which Building Permit No. 43291 dated 12/7/2018 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: STORM REPAIRS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Patinella,Peter&Marisa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38030 03-26-2014 PLUMBERS CERTIFICATION DATED t 0 ed Signature SUFFoI�� TOWN OF SOUTHOLD "9k BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy.. o�g SOUTHOLD, NY �Ol � ,�a 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#: 43291 Date: 12/7/2018 Permission is hereby granted to: Patinella, Peter 45 Peale Rd Manhasset, NY 11030 To: Make alterations and additions to a single family dwellings as applied for, with flood permit. Replaces BP# 38030 At premises located at: 475 Rabbit Ln., East Marion SCTM # 473889 Sec/Block/Lot# 31.-17-13.5 Pursuant to application dated 12/7/2018 and approved by the Building Inspector. To expire on 6/7/2020. Fees: AMENDMENT TO PERMIT $270.80 PERMIT RENEWAL $200.00 Total: $470.80 Building Inspector o�sU FF o��,cP 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#: 38030 Date: 5/17/2013 Permission is hereby granted to: Patinella, Peter & Patinella, Marisa 45 Peale Rd Manhasset, NY 11030 To: Raise existing house/porch for flood compliance and alterations to a single family dwellings as applied for, with flood permit. At premises located at: 475 Rabbit Ln, East Marion SCTM # 473889 Sec/Block/Lot# 31.-17-13.5 Pursuant to application dated 5/7/2013 and approved by the Building Inspector. To expire on 11/16/2014. Fees: Flood Permit $100.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $243.20 CO -ALT ION TO D LING $50.00 $393.20 Bui ct Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00 Date. '19 —New Construction: Old or Pre-existing Building: i/' (check one) Location of Property: { got p House No. Street Hamlet �Fw. Owner or Owners of Property: $� � — � h P0ri'j Suffolk County Tax Map No 1000, Section Block , Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature *pF SO�lyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.riche rtO-)town.southoId.ny.us Southold,NY 11971-0959 cou BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Patinella Address: 475 Rabbit Ln City: East Marion St: NY Zip: 11939 Budding Permit#: 38030 Section: 31 Block: 17 Lot: 13.5 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 X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 19 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances dw- Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches El Twist Lock Exit Fixtures TVSS Other Equipment: remove contaminated wire and devices and replace with new Notes: Inspector Signature: Date: March 26 2014 81-Cert Electrical Compliance Form.xls O �oF SOUTyOlo # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm,N�'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) - [ ] CODE VIOLATION [ ] CAULKING REMARKS: Fove DATE Iv INSPECTOR F so ho�a0 Ulyolo # TOWN OF SOUTHOLD BUILDING DEPT. courm,��'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] 'CODE VIOLATION [ ] CAULKING REMARKS: l �S ✓1 I Qwovw4 44, AA) q�WtAWA� J)ff qftAl .�wA yr DATE INSPECTOR PROFESSIONAL ENGINEER 1725 HOBART ROAD/PO Box 616, SOUTHOLD, NEW YORK 11971 TEL 631-765-2954 • FAX 631-614-3516 • e-mail. josephQFachetti.com Date: June 17,2003 Reference: 475 Rabbit Lane Southold Building Department Main Road Southold,NY 11971 Dear Sir, The as built deck at 475 Rabbit Lane was originally constructed in the 1980's and was constructed to New York State Codes at that time. ��OF NF�,r ,tP �,rtscy� O,A 4 0525�� C? OFESS10 Joseph Fischetti, PE MENFOMU doc COMMENTS i IMUL ATION ENERGYSTATE • t 1 • � • 11 • CO'MIkENTS NMI • �°� a \�' =�'!��.�t� Yui a 7AMM Im �: 'tel.�`.� .��• l`t11'.e"�`TG'.11 � •1I r •l ' � �/ art 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, NI' 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Suryey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 i (Jc�" O Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved Cl 20 Disapproved a/c 09 Phone ��`— q7 —' Expiration ,20 Building Inspector APPLICATINN FOR BUILDING PERMIT Date , 20 INS �UCTIONS a. This application MUST be completely filled in by tyl vriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedu b.Plot plan showing location of lot and of buildings on pre ses,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may-not be commend 'iefore issuance of Building Permit. d.Upon approval of this application,the Building Inspector wil. ,ue a Building Permit to the applicant. Such a permit shall be kept on(&premises available for inspection throughout the work e.No building shall be occupied or used in whole or in part for any rpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not coi 'enced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoni, -imendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,irV:riting,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 iss, ce of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and of -applicable Laws, Ordinances or Regulations,for the construction of buildings, additions,or alterations or for removal of molition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing c, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of ,ant or name,if a corporation) (Mailing add ess of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electric ,plumber or builder Name of owner of premises ��`� �l 1 (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 Ion which.proposed work will be done: N - ] vabk .4-�_ L(2 ry GAS-- p10 10n House Number Street Hamlet County Tax Map No. 1000 Section � � � . Block ��, .• � Lot " Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and inten ed use and occupancy of proposed construction: a. Existing use and occupancy TGA vyl- b.- Intended use and occupancy .- 3. Nature of work(check which applicable):New Building Addition Alteration I t+no Repair Removal Demolition Other Work (Description) 4. Estimated Cost � ; ;" ee ' To be P aid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units ori each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NOWill excess fill be removed from premises?YES Noft 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No 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 TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_X * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances,to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants,and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF—�' 2)S: P--ck v' �64'i l being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his 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 day of 20 IMCe4 "�AAIZIA Notary Pu lic EY L. DWYE NOTARY PUBLIC,STATE OF NEW YORK Signature of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2D-a-9� w 1' James F.King,PresidentQF S�u Town Hall Annex Bob Ghosio,Jr.,Vice-President Q�� ryOl 54375 Main Road h O P.O. Box 1179 Dave Bergen Southold, New York 11971-0959 John Bredemeyer G • Q Telephone(631) 765-1892 Michael J.Domino �0 Fax(631) 765-6641 c4UNTY,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 18, 2013 Mark Schwartz, Architect P.O. Box 933 Cutchogue, NY 11935 RE: PETER & MARISA PATINELLA 475 RABBIT LANE, EAST MARION SCTM# 31-17-13.5 Dear Mr. Schwartz: The Southold Town Board of Trustees reviewed the site plan prepared by Mark K. Schwartz, AIA, dated March 7, 2013, and determined that the proposed construction to raise the existing house and enclosed porch; demolish existing foundation; construct new concrete block pier foundation and lower house onto new foundation (finished floor to be approx. elevation 9.0'); replace wood decks and stairs; new outdoor shower; install several new windows and exterior doors; interior alterations; and install two 2' deep x 8' diameter drywells is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 11�no permit is require lease be advised, however, that no construction, sedimentatn=ar�bance orp kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward, of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. 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 and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland 2 jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, /PTO.-" v James F. King, resident Board of Trustees JFK:eac Scott A. Russell QYE) IFOIKI��J[��A�C'�E)R, RVISOR � A�(GI)EIMUENTSUPE I��1[.A �SOUTHOLDTOWNHALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEWYORK 11971Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) i DOES THIS pRoJIECT INVOLVE ANY OF THE E FOLLOWING: (CHECK ALL THAT APPLY) ' Yes No _. i i ® A. Clearing, grunming, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑�. Excavation or 'i in llj� involving more than 200 cubic yards of material within any parcel ui,a nv contiguous area. ❑ C. Site preparation on sI es which exceed 10 feet vertical rise to s ,..� 100 feet of horizontal Mance. t ❑U D. Site preparation within 1 '0 feet of wetlands, beach, bluff or coastal erosion hazard area. i ' DE. Site preparation within th- �z-hundred year floodplain as depicted on FIRM Map of any watercol >se_ ' ❑ F_ Installation of new or resurfacv-u 11�npervious surfaces of 1,000 square j feet or more, unless prior approvalf a Stormwater Management Control Plan was received by the To n and the proposal includes in-kind replacement of impervious sur aces. 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. — --- - -- S.C.T.M. #: 1000 1�r� yDate APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) �j District NAME PG`I I Section Block Lot FOR BUILDING_ D RTMEiNT USE ONLY "' Contact Information .Tdryhonc�LmOcn I'_ Reviewed By: Date_ Property Address/ Location of Construction work_ — — — — — — 7 Approved for Processing Building Permit. /,5 R6,�IQ 4 La ac • Stormwater Management Control Plan Not Required. E] (Forward Management Control Plan is Required (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 Nov.21.2013 09:07 PM ' PAGE. 1/ 1 Town Hall Annex TXelephme(631)765.1802V. i 54375 Main Road ��{ �� Q76�Jt0i-�11V.U8 P.O.Box 1179 Sou**W,NY 11971.0959 . "WIIr�s $SING OEM=WMT i TOWN OF SOTTMOLn I AMPLIQ&TION EM ELEC7RICAL MISPEnON REQUESTED BY: s pate. Company Name: Name: _ 1 License No.: ` Address: r\ 27 Phone No.: JOBSITE INFORMATION: (*Indicates required information) "Name: "] ' . 7"7�' t ` '"Address: .,,_. ._.�.....,,.�,.. � *Cross Street: s *Phone No.: Permit No.: C//" Tax-Map District., Section:1000 � .__. iwournrrr �7 u[ I�: Black: lot. *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Clrcle All That Apply) *Is job ready for inspection: Q� NO h J Foal YES NO To you meed a Temp Certificate: Temp InfbnnWon (If needed) *Service Slze: 1 Phase $Phase 100 1a0 200 300 350 . 400 Other *New Service: 11"w9 NA Undergrrnrrrd Nttnrberef Meters Change of%Moe Overhead Additional Information: AENT gA WID! PL CATI lM:1?nn�,na�ir�r Inar�nr-IinM�n..w Scott A. Russell DgUFFCYkZ) STO>]KI�W WAAT]EIK SUPERVISOR to MAN AGl]EMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 �^ 53095 Main Road-SOU'THOLD,NEW YORK 11971 .Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS iPROJ ECI' INVOLVE LVE ANY=OF THE 1FCLlG)WIi�IC Yea No (CHECKALL THAT APPLY) I ❑Z A. Clearing, grubbing, grading Or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material I� i within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to �! 100 feet of horizontal distance. ❑L4,D. ite preparation ithin 100 feet of wetlands, beach, bluff or coastal erosion hazard area. f No s 17E l,e.OPIA 1:1 Hi ESite preparation vithin the one-hundred-year floodplain as depicted on Map of any watercourse. (No sly VXVK ) l 4 ❑ , F. Installation of new or resurfaced impervious surfaces of 1,000 square it feet or more, unless prior approval of a Stormwater Management ;1; ` 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. rAPPLICANT (Property Ownei,Deargn Piofes�ronal.Agent,Contractor Other) S.C.T.M. 1000 Date- Dibtrict _ 1 r NAIME ,P�,� _ �i Section Block Lot POR BUILDING DEPAR'YML;N]' USE ONLY Contact Information 6 to L rr�Fno�.v�mnri j i j l � 'I ,,I Reviewed By: i — — — — — — — — — — — — — — — — — — — — — — Date- — — — — — — — !i} Property Address / Location of Construction Work: !li — — — IApproved for piocessulg Building Permit. PA�61 ' p oT Stormwatei Management Contiol Plan Not Requued I blApi 0� r I�Y �' 7 ' 1 1 Storm«atei Management Control Plan is Required 1j (Foit\aid to Engineeiing Department foi Review.) FORiM # SMCP-TOS MAY 2014 PROFESSIONAL ENGINEER 1725 HOBART ROAD/PO Box 616. SOUTHOLD, NEW YORK 11911 TEL 631-765-2954 • FAX 631-614-3516 • e-mail: joseph@PischetU.com Date: August 27, 2003 Reference: 475 B Rabbit Lane Southold Building Department r Main Road Southold,NY 11971 Dear Sir, Mr. Ventura has requested that I evaluate the renovations to his house to see if the"substantial improvement" limit of 50%has been reached. The improvements to the above referenced home as related to me by Mr. Ventura are the following: 1. New kitchen cabinets and countertops 2. New Skylights in the kitchen 3. Replacement windows ,4. Vinyl siding installed over existing siding 5. New deck installed. Means Residential Cost Data-published by R.S. Means Company, Inc. which is a construction industry source for construction costs provides the following cost breakdown for a 1 story frames dwelling of average construction. I have converted the square foot costs to a percentage of the total costs. These are noted as *Specialties;.Kitchen cabinets and countertops 5% *Exterior Walls: Siding, building paper, windows, doors 18% Wood Decks_ 2% Skylights 2% Additional percentage for interior sheetrock replacement in kitchen 2% Total% renovations to the dwelli g of NE yy yo 29% ' r � - - Z 2 p'OA - 05 P.E. Peter T.Podlas Architect P.O.Box 1058,4 Laila Lane Remsenburg,NY 11960 Telephone: 631-325-0929 Fax: 631-325-1323 wivw.peterpod las,corn November 5, 2018 Property Owner: Peter and Marisa Patinella Property address: 475 Rabbit Lane,East Marion,NY SCTM# # 1000-31-17-13.5 Re: Stormwater Management Report The existing residence at 475 Rabbit lane is a one story frame structure of 671 sq.ft. with a 264 sq. ft. wood deck. Due to Super Storm Sandy the existing house was flooded with about two feet of water in the first floor of the house. The first 4'0"of sheetrock wall board was removed along with the wall insulation on the entire interior perimeter of the home.New R13 Batt insulation was installed in the existing 2x4 cavity and new 4'0" high sheetrock wall board was installed to cover up the exposed cavity. The entire interior home was re- painted. Existing kitchen cabinets and appliances were also replaced. A new floor pre-finished wood floor was installed to replace all the wall to wall carpeting. The front screen porch had screen windows and these screens were replaced with new Andersen Gliding windows in the existing opening. No site work was performed. The only exterior work performed was the replacement of the gas fired hot water heater and the Mitsubishi split system heat pump. The existing roof has no gutters or leaders present.The overall work on the house is not considered a major improvement. Respectfully su inittecl; t�d�ASa F Peter Podl Architkc _a S{f4 r r Imvri Il,rll. S.lIWS Aloe jVMj"R T. TERRY r— ! P o- nt,.x 117() '1 OWN CLERK t � -�'- Srrullrnlrl Nc�� 1'trrl 1 1 .✓ (C1 Fox 0 I(,1 IL:G1S-rRA-R OF VITAL.ST'ATI51lCs �, •�. O. TdcRlurnc i S 1(,) MARRIAO�OFf ICER RECORDS "AGEMENT OFFICER FREEDOM OF INFORMA'nON OFFICER OFF-ICE OF THE TOWN CLERK 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 // /plication" (FDP(93) ] , and ';'Certificate of Compliance fir Devel6ment in Special Flood Hazard Area ((:/C(93) ) . TO"N OF SOU-MOLD AJu ith T . Terr Y Southold Town Clerk -- -- -- - -- August 2-5-71-9-9-3 - - - -- - n APPLICATION r PACE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I GENERAL PROVISIONS (APPLICANT to read and sign): 1. No work may start until a permit is issued. 2. The permit may be revoked if any false statements arc made herein_ 3. If revoked, all work must cease until permit is rt-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if ao work is commenced within six months 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 repre4ontative to make imasonable iaspectioas required to verify compliance. 8. I,THE APPLICANT, CERTIFY THAT ALL STATEMENTS EREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO TH IW DGE,TRUE AND ACCURATE. APPLICANTS SIGNATURE) DATE /SECTION 2: PROPOSED DL-VELOPtfENT rbc completed by APPLICA-b'D C TELEPH NE NAME DRESS BUILDI_R -Tb H^ Sat, ENGINEER 1 , PROJECT LOCATION: To avoid delay in processing the applicadoo, please provide enough information to easily identify the project locadon_ Provide the street address, lot number or Iegal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known LzEdmark. A sketch atlachtd to this application showing the project location would be hclphd- -417 31 .Y l'7 - l 55 FDP(93) APPIACATION PAGE 2OFd DESCRIPTION OF WORK (Check all appbcable boxes)- A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE O New Structure 66csidcutial (1-4 Family) ❑ Addition ❑ Residential (More than 4 Family) ❑ Alteration O Non-residential (Floodproofing? O Yes) O Relocation O Combined Usc (Residential & Commercial) O Demolition' ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park?- O Yes) ESTIMATED COST OF PROJECTS ® 0g B. OTHER DEVELOPMENT ACTIVITIES: O Fill O Mining O Drilling ❑ Grading O Excavation (Except for Structural Development Checked Above) O Watercourse Alteration (Including Drudging and Channel Modifications) O Drainage Improvements (Including Culvert Work) _ O Roaf%, Street or Bridge Construction / ❑ SuF�Iivisioo (New or Expansioo) I O I dual Watcr or Sewer System f G Other (Please Specify) After completing SECTION 2, APPL[CANT should submit form to Local Administrator for review. `�-�- SECTION 3• FLOODPLAIN DETERMINATION CFo be completed by LOCAL ADNfINISTRATOR) The proposed dcvclopmcnt is located on FIRM Pancl No. . Dated The Proposed Development- C1 IsLQ1 located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PER -9T IS REQUIRED). O Is located in a Special Flood Hazard Arca. FIRM Tont dcsigpation is 100-Year flood elevation at the sttc LS: Ft. NGVD (MSL) ❑ Uoavailablc ❑ Tbc proposed dcvclopmcnt is located to a noodway FBFM PaDcl No. Datcd O Scc Scct n 4 for additional iostrucnons SIGNED DATE APPLICATION ?V PAGE J OF 4 SECTION 4• ,kQDITI NAL INFORMATION REQUIRED To be com Ieted by LOCAL ADMINISTRATOR The appficanl must submit the documents checked below before the appbcalion can be processed: ❑_Asite plan showing-the location of all crossing s(ructures, water bodies, adjacent roads, sol dimensions and proposed development. ❑Development plans,drawn to scale, and specifications,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basemen(), types of water resistant materials used below the fust floor, details of floodproofmg of utilities located below the first floor and details of enclosures below the First floor. Also O 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 LW-year flood elevations if they arc not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations- 0 Top of new fill elovatioa Ft. NGVD (MSL). Ft:NGV/D MSL . For O Floodproofing protection Ievcl (non-residential only) ( ) floodproofed swctures,�ippOcant must attach certification from registered engineer or 11 - architect. / O Cercation from a-registered engineer that the proposed acdvit�in a regulatory floodway tifi will nos result in an increase in the heighs of the 100-year flood. A copy of all data and calculations supporting this fording must also be submitted. ❑ Other. I SECTIONS PERMIT DETERMINATION (To be completed by 1,0C L ADMINISTRA-T9_R) I have determined that the proposed activity. A- O Is B. ❑ Is not in conformance with provisions of Local Law it , 19_. The Permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is checked, the Local Admiaislralor may issue a Devclopmcot Permit upon payment of designated fcc If BOX B is checked, the Local Administrator will provide a wriltco summary of deficiencies. Applicant may revise and resubmit an appbcation to the Local Administrator or may request a bearing from (be Board of Appeals • APPLICATION w PAGE a OF a APPEALS. Appealed to Board of Appcals? O Ycs O No Hcarmg'date: Appeals --- APPI Coaditioas SECTION 6• AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of_Comoliance 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 certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FI. NGVD (MSL). L Actual (As-Built) Elevation'of floodproofing protection is FT. NGVD (MSL). _y NOT : Any work performed prior to submittal lof the above information is at the risk 11bf the Appl;:caot_ - / f SECTION 7• COMPLIANCE AMON (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADN11NESTRATOR will complete this section as applicable based oo inspection of the project to ensure comphance with the community's local law for flood damage prcvention. INSPtcnONS: DATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENCIES7 O YES ❑ NO DATE BY DEFICIENCIES? O YES ❑ NO SECTION 8• CERTIFICATE OF COMPLIANCEM tic completed by LOCAL ADh1INISTRATORI Ccrtificatt of Compliance issued: DATE BY: s r♦ w I I ( I r 1 r Attachment B SAMP,i,E / CERTIF CATS 'F COMPLIA-NCE I i for Development in a Special Flood Hazard Area •arr ° TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZ.AIZD ARCA (n3Ag,-MR MUST RETAINTHISCERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING O EXISTING BUILDING O VACANT LAND - THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: CIC ( 93) LAKE MARI®N / HIGH WATER L114E THIS DATE \ /\ N 1 '41 "E EL.2 z PIPE FOUND E 0.7' • N \ O I Cn g w -P / N -P k O m W000 STEPS 2 2, CON . WOOD NOTE. OFFSETS TO DECK SLA DECK 2.0' ARE TAKEN AT THE f;7E W/RAILING RAILING SHED 24.21.8 (hlOUSf) RESIDENCE — /�/tri// / N/F KOHL 1 1.7' �N/F KOFFMAN Y '4 CREENE PORCH -{] WcmC. n STEPS N m U z ci �45 f�lF71- FpN.ONLY TO THEGUARANTEES/PE SON FORNDICATED RWHOM THE SURVEY E ON SHALL RUN RE-RO �Ro FJO W IS PREPARED, AND VE HIS BEHALF TO THE 46'59 ANE TITLE COMPANY, GOVERNMENTAL AGENCY, �� x LENDING INSTITUTION, IF LISTED HEREON, AND TIE=475' �� TO 1HE ASSIGNEES OF THE LENDING lNST1TUT70N. GUARANTEES ARE NOT TRANSFERABLE TO R/W ADD177ONAL INS777U7GONS OR SUBSEQUENT Owen.. 16' ELEVATIONS IN 1929 NGVD UNAUTHORIZED ALTERATION OR ADD177ON TO THIS THIS ENTIRE PARCEL IS IN SURVEY IS A WOLARON OF SEC77ON 7209 OF FLOOD ZONE AE EL 9. THE NEW YORK STATE EDUCA77ON LAW, SOURCE: MAP NO. 36103CO177 G / COPIES OF THIS SURVEY MAP NOT BEARING EFFECTIVE OA TE MAY 4, 1998 THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, SURVEYED. 7 JANUARY 2003 TM# 1000-031-17-013.5 SCALE I"= 30' SURVEY OF AREA = 8,594.43 S.F DESCRIBED PROPERTY OR 0.197 ACRES SITUATE EAST MARION, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED BY STANLEY J. ISAKSEN, JR. SURVEYED FOR: FRANK M. VENTURA GUARANTEED TO: FRANK M. VENTURA JOANN M. VENTURA P.O. BOX 294 JOANN M. VENTURA NEW SUFFOLK. N.Y. 119 6 631-134-5835 .LICENSED LAND SURVEYOR 2. 18 JULY 03 SHOW DECK OFFSETS-TO, PROP. LINE. .i NYS Lic. No. 49273 1. 26 MAR 03 CORRECT TAX MAP NUMBER 03R1207 3 SPECIFICATI0.41 I I'T7uI 'KIN" SCLi,T S`�5 Indoor model MSZ-GE06NA MSZ-GE09NA MSZ-GE12NA MSY-GE09NA MSY-GE12NA Power supply V, phase, Hz 208/230, 1, 60 Max.fuse size(time delay)/Disconnect switch A 15 Min.circuit ampacity A 1.0 Fan motor F.L.A 0.76 Airflow COOL Dry CFM 399-321-237-170-145 Super High - High - Med. - (Wet) (364-286-201-134-109) Low-Quiet HEAT Dry CFM 406-321-233-170-145 406-321-237-170-145 Moisture removal pt./h — 1.5 2.5 Sound level Cooling dB(A) 45-37-30-22-19 Super High - High - Med. - 43-37-30-22-19 Low-Quiet Heating dB(A) 43-37-30-22-19 Cond.drain connection O.D. in. 5/8 W 31-7/16 Dimensions D in. 9-1/8 H 11-5/8 Weight Ib. 22 External finish Munsell 1.OY 9.2/0.2 Control voltage(by built-in transformer 12-24 VDC Indoor model -GE15NA My MSZ-GE18NA MSZ-GE24NA MSY-GE15NA MSY-GE18NA MSY-GE24NA Power supply V, phase, Hz 208/230, 1, 60 Max.fuse size(time delay)/Disconnect switch A 15 20 Min.circuit ampacity A 1.0 Fan motor F.L.A 0.76 Airflow COOL Dry CFM 533-420-335-272-205 533-420-339-275-230 738-628-469-388 Super High - High - Med. - (Wet) (498-385-300-237-170) (498-385-304-240-194) (661-562-420-347) Low-Quiet(GE15/18) Powerful - High - Med - Low HEAT Dry CFM 463-367-304-247-205 512-431-339-275-230 738-628-469-388 (GE24) Moisture removal pt./h 2.7 4.6 5.1 Sound level Cooling dB(A) 49-44-38-32-26 49-44-38-33-28 53-49-41-34 Super High - High - Med. - Low-Quiet(GE15/18) Powerful - High - Med - Low Heating dB(A) 46-40-35-30-26 49-43-38-33-28 52-49-41-32 (GE24) Cond.drain connection O.D. in. 5/8 W 31-7/16 43-5/16 Dimensions D in. 9-1/8 9-3/8 H 11-5/8 12-13/16 Weight Ib. 22 37 External finish Munsell 1.OY 9.2/0.2 Control voltage(by built-in transformer) 12-24 VDC NOTE:Test conditions are based on AHRI 210/240. OBH548D 5 S T + s✓ r S 15.00 iNATE1=' AND 5ANITAF'Y 5Y5TEM 17.15 L-��'iingr, (!""11.3.:) «�in�+. a� - a floor or inndinc to be provided ^«to r nd bottom - `t ?015 18:: W{ � H NY5 201'1 UI�S,-O,�t t GORE �Ur FLEP�IE>~�T5 � y �.:,a�. �..} � �.t4.- f Innding p �.: p Na landing require -� -• -" SiNCE 10131/17 ltdCLUDING 2015 IEGG & 2016 ENCf'GY 7,05 flashing - Aluminum fiashin , Iced coated, flash all w,-11 penetrations. Flesh top of�n int-rior :.tnirw., J provided door does• not suing over st<:.irs. Exterior doors - a floor or I^riding is CONSERVATION CON5TfiUGTiON GORE 5UPFLEMENT ell corners. Fin sh all vtn,!lc� , riche: windows door heads, and alnts cf dissimilar 15.01 5ewv ge disposal system and fresh w.-t,-:.r supply she!I be designed and built requlred on each side of e n exfcrior door- At other th.nn the required exit door, n lending is not rec;uired y j in accordance with Suffolk County Department of Hr a;?th. materin!s. Termite 5h{nld Copper Krc:.`t Paper on the exterior side of a door having tvo or fewer risers. Egressl doors - a floor or l nding she ll not be more - thr!n 1 112 in. lower than the top of the threshold - At other than the required exit door, th.n elcva,tion 1.00 SI,tiVC ora taken foam survey: NATE GQrI^�'1N d..<ted: 3120 i3 � 16.00 M15GELLANEOU5 different below the threshold of an exterior door is limited to 13/4", provided the door does not swig 2.00 SITE WOR'1� 7.06 Caulking/sea{ant - as selected by Builder. over the finding (not app/{ca:ble to storm doors). (1:311.3.1) g ^ti � r°1 b^ sufficient to provide full d>�sl, n dimensions or to allow,for forming 7.07 Gutters and Leaden - .032" preffnished aluminum gutters. .024" prefinished aluminum 16.01 Extreme care and proper measures shall be used so as not to dG mage, bulge or 2.01 Excrv. on sh, i p 3 g tip walls due to r nysuperimposed pressure, shoring, bre ting, etc., shall be employed 17.16 Emergency Escape and Rescue Openings (i 310.x?). Bilco enclosures with direct exterior access a required. All footings to bear on virgin sail, pressure assumed bearing cap 2 T5F. lee;hers. Color -white. To drtau�ells if required. until the full dead to^d of the building is on the wall. Do not backfill Gig^in;dt foundation permitted if in compliance with requirements. walls until floor system instn!lation is complete. ., a pr s t.,; g' -,t m g r e S.GG DOORS AND WINDQWS r s H sc � u riser 2.02 I3�.,ckfill and cam � .,tion - use clean et�rti� con.�,anina no or F.;,nic m�.,.ter, well r�.dsd. � 17.17 StG�irua,. .� Tre�.ds and F.is.,rs (fr311.5) Ma�.imum rS�e, height to be 15/4". Minimum treed depth Fill benenth structure shall be, compactcd to c15%- density es per A5TM D 1557 16,02 kNhcre drawings ere In conflict with other drawings or details, the contractor shall notify to be 10". (R311.7.5.2.1) 5tnirw.-y width - stnirwa°ys to be a minimum of 36" In width at points above the �.« r n! « r ns i t 8.01 Openings for emergency use shall include doors or operable parts of windows located Method D. 13�..,kfi,i .>h�l i ria. be plc,ced r. tit >t the existing foundG Gion earls unci! the C ,. ► thr architect for clerifice+lon. Do not scale drawings. permitted handrG 11 height. Handrails m:^,L project a maximum of 4 1/2" an one or both sides of concrete Is of n sufficient strenoth and the w.-!Is ere braced at both top and bottom as to provide unobstruct d egress to leggy..! open .,p�.,aes. Such openings „h�t,l not st�irw ;u. Minimum clear, staairway tviidth at and below the hendre!1 height, including treads end b fire min lumber or tem grist/ brecinc?. Impede egress in en emercaency, shnil have a minimum area of 5.7 sq, ft. with a min. 16.03 The architect will not have control or charge of and will not be responsiLle for construction and k7nd!ngs, to be: 31 112" with handre,ii on one side onlu, 27"with he ndrt lis on both sides. y g p hclght of 2�'" and a min. width of 20" with bottom of openings no higher then 44' ^nave mean.:, methods, technl ues sequences and rogr`ms or for safct; precautions and ro• rants at � � n , c t p q q p y p p q Within each flight, maximum variGtSOri of 5/8 belt�accn greatest and sm�.11e�t rift r hei.�h.s. W thin c - „� Ott .,, t finished floor In ell above grade stories. All glass within 18" of floor to be sa`ety plass. in connection with the work. eat mG ximum variance of 318" bei ueen realest and smallest treed depths. 5t�:.1 wo. s with 2.03 Dr,. lnnein r:.;t footing� �.s required diem. perforated plastic pipe to dry well if soil h flight, g p y conditions rr^quire it. Fln&fill shall not be pia ted against the existing foundation wallsGradA flocs"openings should have a min, net r oleo," opening of a sq. ft. (R310.1.1) solid risers to have nosings of a< minimum of 314" end a maximum of 1 1/4". Nosings not required until the concrete is of n sufficient strength and the walls are braced v:t both top and a� 16.03x. The contractor shell give ail notices end comply with ell lews, ordinances, rules, regulations for treads at least 11" In depth. (Open risers cannot permit the thru passage of a 4" sphere.) 6.02 Minimum window requirements per room is 8�'I, of floor area for light and 40,6 for end l,.uful orders of any public authority bee ring the performance of the work and shall p,omptly bottom by framing lumber or temporary bracing. �. «•� � C n � „#• - .at „* � t., „ r to sft l n s e landings. Headroom 3.00 CONCRETE ventili .ion. nasi u th�, architect if the dr4,'.v'h-,s ind specificrtions a,e rt vn lance herewlth. 17.1 S S,�lrwe,'g Height (8311.7.2.) Min. her.d,, oom of 6-8 for .�« w; a� end Ir.ndings. height measured vertically from sloped plena adjoining tread nosing or from floor surf^ce of - 16A3b. Owner end contractor shall indemnify and held he.:rmSeds the architect and their agents and �, r y, � n � �, - , 6.03 Doors end windows to be insulated glass. -� ^res losses t rid ex eases in�iudin but gat limited to attarne Finding or any pl�:t,orm. r"cceslble space under stairs to receive 112 g,Vb. 3.01 Concrete work shell conform to Amcricnn Concrete institute 5tand.:rd, emplour:es from till clolm. , d� m�..y� p g y fees aril{ria out of ar resulting/ from the performance of the work provided the t eny such ci rim, 17.1 q Speci^1 5tairu�a�s (f:311.7.20.1). lNinders to hese minimum tread width of 2G". r �� t « c� 8.04 Entrance Boars to conform to NYa Enerou Code. , r+ t s disease or death or to Injury -, -�� n n+ 3.02 Concrete sha!l be a min. 5000 psi clr•:,s 0A. 28 de..:taw• unless noted otherwise. Porches domr eg?, loss or expense (1) is attribute;ale to bodi :,� injury, sickness, Trevd depth to be �.t least 6 514 at wnikiinc. rte s, steps, garage floor to be 3500 �i. to destruction of tangibfe property (other then the wor': itself) including the loss of use resulting there p p ' - pV 8.05 Gr ra?e doors to be rated far current/z pplicable wind load. „ ,,, „ , r � « 17.20 5mot-c Alarms (!'313.1) Where multiple smoke alarms are required, interconnection Is required, from rid (2) is c� orad in whiie or in part by r.rt neg;li Gent r,ct or omission of the contractor, sny sub- Smoke c!^rms to be located, in each sleeping room, outside of eGG p " sleeping ^r + r contractor, rn nc direct{ or indirectly em lOUr7d by an of them or r nuone for whose t.ts an of them o h , e ar�.te ..lee ins ea In 3.03 Reinforcing gods - A5TM A-305: 61e, x i 0110 k NF ASTM A-18.x. Reinforcing „t C n e y -1 p -� y - '� the Immedi^te vicinity of the bedrooms, on each edditionr! story of the duiclling, including basements in footings only t�fl�ere sari^titin in roll conditions require, end where qac?l does not S.0G R312.21^t;ndcw f >{ protection sh�.il be provided in m^y be un<ble, reca^rd!ess whether or not It Sv ca4�scd in part bu a p^rt indemnified hereunder. r,uco,dance w;Ih 5-c '312.2.2.8312.2.1 and 312 2.2. 8312.2.1 end tellers, on each level In split level dwellings where cn intervening door is located between Provide 2,'•00 psi or noted otherwise. Window siils in dwel!ing units where the top of sill of an-operable window 16.04 Architect Is not engaged for supervision in any cnpacity unless otherwise noted. the edj^cent levels, An e!arm locg ted only on the upper level is permitted where there is no opening is loci ted less than 24 In. above fin. fl. end greater then 72 in, intervening door be:wcen the adjacent levels end the lower level Is loss than one full story below 3.04 Formwork shell be well braced true to dimension, level aabove fin. c�ra,� -and plumb and foundation dc or other surface below on the ext. of the building, 16,05 Contractor to obtain all permits and insurance necessary to protect the architect and the upper level. Any 2!teretion, rcpnir, addition or conversion to an existing dwelling requiring a building t has been designed for gredes less then 5%. the operable window shell comply with one of the following: - the owner. Architect to be notified in writing of ell changes prior to and during con- permit now requires that ell slceping rooms In the house be upgraded with hard wired & interconnected w „ otle windows with openings that will not allow a 4 in. din. sphere struction. This drrwl,ng Is en instrument prepared to fociiitate construction and sha!1 not smoke e!orm. 3.05 Vn or Border 4 mil. ala^thy! r ' -� 1) Op,r�..P r p p ane sheet i�.p t,l edges 6 . Membrane wt�terproaFng p" p be construed es a contract beha�cen the builder end the owner. Federal, State and LocC I shall - Installed on G<i{ sub-surf4 ce exterior founda�tian wells. to pass through the opening where the opening is in Its largest position. � ni � � �. ,t � rte, 17.21 Handrails Size (8311.7.8.3) Two methods prescribed with option of accepting hG ndrai{ with hr II bei s ed 2) Operable windows that a re provided with window fail prevention devices zoning and building code compliance sh�...i be tt,e responsibility at the cont �,,tar. equivalent graspnbility. Type 1 rails - if circular cross-section, diameter of 1 114" to 2"; that comply with A5TM F20Q0. If noncircula r rail cross-section of 2 1/4" maximum with perimeter of 4" to 6 114". Tune 11 3.06 Footings at different levels shall be stepped and the step rise and run shall be a 3) O arab{v windows that are provided with window opening 16.06 This structure has been designed in accordence with the NYS Energy Conservation code, rads - r h �. p p p g p: rims ter dimension exceeding 6 1/4", gt�spw.. le finger recess to b , provid�d on maximum slope of 1 vertlenl to 2 horizont^{• r „« residential code in NYS. contra! &*vlces the t comply with Section 8312.2.2. both sides of roll, with specific dimensionol criteria set forth in code. 8.07 8312.2. Nindow opening control devices she'{ comply with 11,00 Guards and window fall protection per Sec. 8312 4.00 MASONRY ASTM 1720010 The window opening central device, after 17.01 All envelope systems shall be in accordance with the latest revision of the NY5 Energy Conservation Code. 17.22 Hwndreils (5ectlon R31 1.1b) Located Cit 34" vertically >^bove nosing of trends. Min. of one handrail operation to release the cont. -� e required for stairs of four or more risers. HC ndrails to be continuous full length of stairs fr om e point a{ device r.,110 u,ng the window t a� s c •.!I T - gr do A• solid block ASTM G-1 5 lP r- 1 ct caro enin urea of the 17.02 Fireplace construction shell be in conformance with 5ec. P 1006. Air leakege with glass directly above top riser of ! flight to a point directly above lowest riser of a f�lght - maybe interrupted 4.01 Concrete Mr�.�onrt� Unita ...i^L. meet A5 M G 410 , a .. 4 to fu. y open, sh�..l not reduce the n.-.t cit, p g by 2 rialto ort .at a turn, volute or turnout ermined over lowest tread. Guards 1"312.1) Railing Is to be arede B. Shapes pes as required; 28 days old before instclInflon. Minimum net window unit to less than the area required by Section 1.310.2.1 . enclosure and doors outside air supply sha!I be provided as per N 1102.4.2. p P ( g a min. helght of 36" whore porch, balcony, landing or raised floor surface located more than 30 in. compressive strength of block to be 2500 psi. q.00 FINISHES 1'1.03 Guard r;711s ere only required where the difference in grade is more th^n 30". (ir312.1) Opening in above floor or grade bolas. guard rails to be 4'° max. (8312.1.3), Handralls ere requlredon stairs with 4 or more risers 4.02 Farging = 1 coat Portland cement parglnce an above grade CMU. Sponge finish '," 17.23 Draftstopping end Fireblocking (8302.12 and R302.1 Wherc a floor membrane above end at mr onru wnlis below gre,de. q.01 DrLAua!I - A" tapered edge gypsum board, applied, taped end finished as per U5 of a building as the vert. dist^rice from the rude plane to the ceiling membrane below tsar`e the concealed sp?ce in �? floor/coiling essembiy, draf:stopping Gypsum Cemprm recommendu"ions. Use water resiste,nt tope Cs substrate for 17.04 The code describes the height. g ' p to be provided under following circumstances: c0ing suspended under floor framing floor 5.00 METALS ceiling as per NYS, Building Gode, uvn height of the highest roof surface. Grade plane is lowest paint of grade from any distance b'-G° framing constructed o, truss-type o en-web or perforated members. MeterinIs for drnfltsto In 1 "" g ` p p= resat members. ., C pp• g ' from house. 7 ct supported h f ^i n i C C C . 5.01 Anchor bolts shall be 518" dl-meter embedded 7'° in poured concrete and 15" in to be adequv>cly rind inst�,led parr:llel to root riming members unless otherwise 10.00 CAST-IN-PLACE CONCRETE tt a as a. r.pproved., 1/2" gypsum board, 3/8" wood structural panels, 3/8" Type2-M-W particleboard unit masonry. Min (2) a nchor bolts per section of plate. 12" from e^th end with inter- 17.05 Attic access openings mutt be a minimum of 22 x 50 with a min. of 30 unobstructed headroom mediate bolts as per chert On sect A•2.. �r ,�! , 4 r;bOve (1:807.1) other approved meaterie,is. 10.01 All reinforced concrctc slla i be furnished and insta led in accordr=C with the current ACI-318 "Building Code Requirements for !reinforced Concrete." - - - 5.02 Meta! Joist Hangers and Ty-Downs shr�11 be used at af!Joists with direct bearing. 17.x6 Stairway illumination (8.303.7-R303.8). All Interior and exterior stairs to be provided with Illumination, including 18 GA galvanized steel. Use `!{ nrlls provided b me nuftcturer. f3 Simpson ore equal lendings and trends. Interior stairs light source to be in immediate vicinityof eech str1nvat landin F, ., y .�r C y p q 11.00 FOUNDATION NOTES -� section -� i y g rl,.0 ne clips tie-downy C..r per.,heat A-2. or directly over ens 5t^irwL section (m1nimum 1 foot cendle). Exterior stairs ll ht source to be in All farming to receive hur p p y y g < ,� " ^, immediC to vicinity of top !G nding of stairwnu(bottom lending for basement s�ta,irwnus). Light activatlon ,� n ,�«.✓ 11.01 The presumptive soil bearing cepncity Is Gassumed to be (2) T5, for all footings. �, � ,,,� „« n t r r«tai 4 . « n 5.03 Nnils - number and tLnc for each epplise:lrn as c?.Ilcd for in the WFGM (see sheet A2). devices to be lo.,C.ted ct bath top rand bottom of interio• rs; locaFted within the dwelling unit fir 11.02 Filled subgra de below floor and footings chili be compacted to be 415° of the exterior 4t<_{rs (contlnuousiy {llumine�ted or vutomaticn!ly controlled iso permitted). Exterior decks w°th staircases light v switch t top end bottom of stairs. G .LGtJL. :TIO la modifed proctor. - "' 6.00 WOOD 17.07 Whencver an e!terG tion Is mode to ri residence, the entire residence has to have hardwired smoke 11.03 Provision: must lar tr~tken to protect all concrete work from frost damage with s ecial detectors installed (8314.2.2). «� - MGA treated to meet American Wood Preservers institute standard. « n l C ., p « ., G i - "" M�° "` I �. � � ' 6.01 , fl! Flat t attention pr id to footings G rid ether on grade prior to br�.Kfilling r-nd enclosing the building. ` � t � ` � .-� '� '`� ��` � 17,�,� � � � Termite shield - Copper Kraft 17.08 Exterior freme wells with no fire rating of 0 hour have a min. fire separation distance of 3 ft. (R302.1.2). 11.04 The maximum vertical distance measured from the top of a basement floor sieb to I f'� I 1;`!�>-,� F=-1 6 6.02 Floor, ceiling Joist, roof r4 iters and girders - s cmc grade and construction as for outside finished grade shall not exceed the following. 17.Oq Landings arc required 4 t exit doors other than the required exit door if there ere more than 2 risers structural lumber noted below (6.08). Type of W,.!1 height (1.311.3.2) � � � � � � � � ° � . F . :SPED 8" block w1#5 rods CI) 48" o.c. 8 ft. 6.03 Bridging -wood cross bridging - as required by code. 6'-0" O.C. b" block w/#5 rods rat 40" ox.. q ft, 17.10 Light, Ventiletion and Heating (R303.1) Habitable room to be provided with aggregate glazing area of vt least 8 percent of the floor erea of the rooms. Exterior ataz{ng not required First Floor 611 50. FT. 8" concrete (unrelnforced) max unbalanced backfill hgt 7 ft in rooms with nrtif1rIn1 light cepable of avo. illumine tlon of 6 ft. candles at 30" above the floor. a�Gr�nd Floor . -"' '. 6.04 roof Trusses - designed end manufevtured to meet all eppliceble codes. Provide 8" concrete 8' ),ill (reinf.) #50, 47" Or., Vert. max. unbal tnced beckfill hat 8 ft. � � �;, Outdoor openings for ventilation in hnbitebie rooms- to be at least 4 percent of the floor area of shop drawings sealed by a Professlonal Engineer; fabrication certified by engineer 8" concrete ci' wrll (reinf.) #5r^41" oc vert. max. unbalanced backfill hgt. bft. p ., +.�►• a. ,,, the rooms. Garage � 5C�. F�'. prior to InstnIll .Ion, 10 concrete 10 wall (reinf.) t`6 0, 41 or,vert. mex. unbalanced backfill hgt. 9 ft. Porch xx>: 50. FT. 6.05 Floor Deck - 5/8" plywood, standard C-D-X DFPA, direct bearing at edges. Provide 12.00 MASONRY . Deck 26 350. F--. X" plyluood finish underiaument below iii vinic! flooring or equai. Glue to joists. 17.11 Ceiling Heights (8305.1) Minimum ceiling height of 7'-0" to the lair�.+est projection required for 12,01 Concrete masonry units (CMU) to ASTM C-q0• hrbitablc rooms, Minimum ceiling height of 7 ft. permitted for: hn!lwnys, bG.throoms, laundry 6.0E Roof Deck - X!" plywood G-D-X DTPA, exterior glue. rooms, end basements HubitGnbl.e basements areas, with reduction to 6-8" at beams, ducts and other - 12.02 Minimum net compressive strength shall be 2,000 psi, obstructions. Minimum height of 6'-4" permitted in nonhcbltable ureas of basements and hallwnys, with This drawing hes been prepared in nccordance with the provisions of Title VII, Article 6.07 Sheathing - 1/2" ph WOod G-D-X OFPA, exterior glue reduction to 6-4,t at becims, ducts, etc. 145, Sections 1200-12041 of the NYS Education Lew. It is a violation of said law for - any person, ur!ess he/she is acting under the direct supervision of a licensed 6.08 W~tll Studs - 2 x 4. Sec framing and plans far spacing. All structural lumber shall 12.D3 Mortar to be tune N . compressive strength to be 2,000 psi. 17.12 Sanitation (1:306 end R307). Toilet, bent end shower spares to be provided with fixture professional Archltect to niter any portion of this dre,.afina in r ny tela. if any pert of have 1100 fb bending stress; 1,600,000 modulus of elasticity C nd rn x 1q� moisture " n + clen rences and clear floor space G s shown In Fig. 8307.2. Shower compartments to have this drG�uing Ss altered, the altering Archltect shad! affix to the item G!tered his sou! enol content, Doug Fir No. 2 unless noted otherwise. 12.04 Provide Dur-o-w .11 standard g. age o. equal in ail walls over 6 courses high. none bsorbcnt surfaces to a minimum height of 6 ft. ebove the floor and 305.1. -�� logit ,� -_; -,« alteration g the notation r.,tered by followed by h1s ,ign�,.ure, the dr�.e of tend a 6.041 Siding to match applied over 15 Ib felt or Tyvek 17.13 Hazardous Locations (Section R305.4, R308.4.7) 5pcci is hazardous locutions where specific description of the altcretlon. glazing to comply with provisions for human impost loads: Glazing in side-hinged swingina doors � This dre,ving has been prepared for the speclfic project Indicated, and Is an 6.10 Plywood - ell plywood used structurally shall meet tete performance standards end 13.00 STRUCTURAL STEEL NOTES (other thnn a!ousies) Glnziin in fixed and sliding panels Of sliding door C ssemblics. Glazed anels est r r rr ell other requirements of npplicable U5 Gommcrcial 5t indards for the. type, grade J g `� p g p instrument a. service copyrighted by, end the sale property a, Peter T. Pod4as, PG. in sliding end bifold closet door assemblies, Glazing in storm doors. Glazing in unframed swinging This drawn` me:_ not be copied or used, in whole or in art, b any arty without the and species of piyuood and shall be so identlficd by an approved testing agency. 13.01 5teelufork in general shell conform to the current specifications for the design, doors. Gf�:.Tin in doors and enclosures for hot tubs, steam rooms, saunas whfrinoa!s, bwthtubs �G g r p p y y p fabrication 2nd erection of structural steel for buildings adopted b the A15C. g expressed written consent of Fater T. Pods s, PG. in,ringements or any use of this p y and showers. Where any pert of building wall encloses such compartments, gls zing within 60 drawing for any other purposes w!11 be prosecuted to the full extent of crlminal end 6.11 Provide double joists under all parallel partitions. vertically above strnding or walking surface to be regulnted. (5 ft. rule - 5 ft. above walking civil Ir,.u. Possession of eny copy of this drawing not contalning this notice or the 13.02 All structurel steel shah be in accordance with the ASTM Specifications, A36 surface, 5 ft. horizontally out.) See Figure 1.304.4.7. Architect's sea{ C std signnture, in red Ink, will be grounds for prosecution. 1:'.12 Provide (2) 2" x 10" headers min. over any window, door opening or any opening with a strength of 36,000 psi. 01 with double uprights, cl'-O" and over with triple uprights, unless otherwise noted. 17.14 Automatic Fire Sprinkler System required to be installed (R313.2) There shall be no m2ster filing of this plan with any building department and she See Header Schedule A-2 13.03 All connections except as noted on plans and details shall have bolted or welded deem the plc n to not be valid, sealed and :signed plans ere good for one cniendar connections as In the latest edition of the Ai50 manual, year from the date listed below. 6.13 All pre-engineered lumber shall be Georgia Pecific GPI series wood 1-beerns end . This plan Is for the building lot address below end Is for a one time use Dated LVL products or equal, All joists, girders and headers shell heave bearing stiffeners 13.04 Shop drrwinns to be submitted to structural engineer for approval prior to fabricC tion. rGhltoGtur ! 11105118. Address: 475 RGbblt Lane, East Marion, NY installed as per mL nuf,cturers recommend^tions. Web stiffeners shall be required at Ell load and bearing points nt a minimum. Hnndiln , storage and erection of nt ., el • ► s ' ., g 9� _13.05 Erector shall provide r,dequ�.e temporary boosting far lateral „tr.oillty until stud earl,,, PeVI�u�.�0�rd -��"""�"""`T•- GENEF�AL NOTES & components shall bees per manufacturer's recommendations, plywood, roof trusses, t nd sheathing are In place. \7i��i a 4RcC., �c� ;,.---r-.� Y%^ SPECIFICATIONS eta q s, `rte 7.00 THERMAL AND MOISTURE PROTECTION NOTICE: SUILDEF's PLANS w tA, f 7.01 Dem �raofin� brush apply one coat of asphalt halt emulsion to exterior of ell below 14.00 ELECTRICAL � ��"�► PETER A"�°'_N ELLA p� �� pp y p The Gontrector werrrn.s to the Architect th^t he possesGes the prrtIculnr comFetence end skill in r. grade walls. Also add vapor barrier as per 3.05. construction necesso ry to bvi!d this protect without Full enolneering end erchitecturol services, end, i `� -•+ 14.01 Shall conform to the latest revision of the Netionaf Electric Code, the Local Power far the rc^tor thnt the Gontrn;tor wit, r } .,"res to tela open hi,. eompe.ence, the Gantrnctar or Owner o _ ........._ _ 7.02 Sill Seal - 112" x 5 1/2" compressible fibcrgiass beneath rill exterior sill plates. Company end ell C pplfcr b{e locel regulations. hes restricted the Architect's scope of professionel services. In rel!^rice on the contractor's warrertz� �,, 017 �� end a`.the express request of thy^ Gortra=-tor or Owner,the Architect has under t��en a Ilr"'ted scope TFOF � PETER T. �(�DL�°5 of rofesslonn services. The cenc-t uctlon docurnen., rovided t w the ilmi,ed services shn'l be termed "'° E J��?/'� T n rr t r� ,� �4 � S h at n /'"�1`aL/,�I 1 EGT 7.03 Insuintion - W-IIs R13 BATT Insul^tion Installed 14.02 Provide clack tine da!j!nlght thermostat. ° Buiiders Plans"in reco�nition of the Contractor's scphisticc tics. Gonstructfan u.!!I sea aloe that the sox tcs3,F MGi<: sNnu -.r+Y iio�9 Gontrestor adapt the"Sulldsrs Floss"to the f old corditians encountered and rrn"lo;lcr!edJustments . 14.03 Provide smoke dctectors as per NYS building code. in ft, form, dlmenfian 811d qunntiflu thea r,rc trcvted onhj aenere'iy Ley the" Culiders Plans". In the event add, tont., y p �°� DATE: 11108/18 "i , detail or eul.dpnce is needed b the Gcrtrnc'_or of Owner for construction of eny as ect of >N�a x!"15 i�.ABLiT LANE 7.04 Roofing - 00 year arch. shingle with 6 nails per shingle t �; the nm project, he shn!l Irrmedint&,a noti�j the Architect. F i!ure to glue e simple notice shn:,'I reileve the SCALE: AS NOTED EAST MARION, NY 14.04 Kitchen and both to have exhaust f«n ass per NYS building code. Arch?t� ct of retpansiblii?,�for t! .^corse.^.u�nce. Page' 1 of 2 4 pt G � ORIAdo 0 REPAIR 1NIORK DUE TO SUPER STORM SANDY � _. . - - - - -- - EXIST, INTERIOR WALLS HAD BOTTOM 1'-0" OF GIME & INSUL. REMOVED, NEVq R13 VATT - I -rl -'I— - ----- INSULATION WAS INSTALLED AND NEN 4'-0" HIGH 6I^4E NA5 IN5TF.LLED. ON I NEIL KITCHEN GANNETS AND APPLIANCES YqE1°ZE B rc-rLAGED IN KIND INTEF10 DF E WW HOMA5 PAINTED AND NEW I J�- FLOOI^ING INSTALLED {{ �I MITSUEISHI MINI SPLIT SYSTEM INSTALLED SPLIT 5HOVgER - .• SYSTEM NEAT PUMP MODEL V-M5Z-GE15NA 0 EXIST. POt?GH SCREEN WINDOWS WERE ' REPLACED WITH ANDERSEN GLIDER WINDONS REGI: F F,:'O 56AI.F.: 114 1 06 EXIST. GAS MOT WATER HEATEf? WAS REPLACED UTILITY AND EXIST. BATHROOM FIXTUI"E5 WERE REPLACED IN KIND STORAGE SHED O LL P, R O NOTED D r 1M11 �O �EIE ! a - I 1 S NOT! A� �� - — 2 - - t SPLIT IMINI -, I -DN 1 �` SYSTEM _ - - KITCHEN f f IF UNIT ;- F^r r- 't T Dig i refiT , I u ff BDM # 1 LIVING ROOM sky S GA L = 114 --- 1 -D , GL s� r _ C �' ',R�'I�'.l�'.� �'t�: r��,I�IsA PATIr'�ELI_A PETE6? FI�TII� ELL�� r IJ - ,/-' ENCLOSED $I RM '#2 ! .- �. _.._.. . . _. __.. _— ._,_. (� .-'`�'" s "4t�aC„Q•. -'�► l z!: RC1 i) I I I .T— I 4 PORCH I .-.. • 1 i i 41 f ' y .... .. _ .. I tif• 111 IIS - - - -. -. - - - - - .. - ... - __._ _.. - _. __ ___ __ !i— 1 11 ` , ON I , : , I • L. Fl,/�,J\l �aG,� LE: 114I.,F Fw-"" F Vf/-,--, 14 _ Y+�n� x5,.7 � �--•s��.r'., s� lth 4 aha. '�;'• �' '`-.ti, �i - • .P.•7 v. f-�� y i�`tRry. t� a _ z,r x a� tv auper storm Sand '.enIr !^nor - - O UT DOO } t �t EL. 5'5N � i 1 PETER, I I �4+.! ry r `��aey}{ PETER T. POILAS IN I ' _ _ _ _ ___- -. �•° � ,,/� AE:GHITEGT v`J 'f4 a. R a c♦u+ i c631-325-0q214 •,.s�* .! Vr .OX 10__,REM s...;.UFz.;,NY 11W.^ , �► .,, 11 ✓'%` 1�4 DATE: 11=118 - - :xE t 56AI�. . 11�. ... i _p � � �, 475 �.AB�31T LANE, SCALE: A5 NOTED EAST MARION, NY Pege 2 of 2 R,E TtM�! QT 0 P�,!i E Pj F PURSU;--%"'J TOO, 236 OF THE TOM CODE. REVISIONS FLOOD 7p ..,IN ,j,�pr- A66) .4q— CompL:f WITH ALL CODES OF C0111117-Ly Willi CHAPTER 14.0 NEW YORK STATE & TOWN CODES FLOOD DAMA'131'41E PREVENT110141 APPROVED AS NOTED AS REQUIRED Ai OCCUPANCY OR SOUTHOLD TOWN COVIE DATE: B.P.# USE IS UNLAWFUL F E F--.-I, .2- �Soo BY: RD WITHOUT CERTIFICATE - - - - - - - - - - - - - - - - - - - - NOTIFY BUILDING DEPARTMENT AT N, id SOUTHOLD M"IN TRUSTEES OF OCCUPANCY 765-1802 8 AM TO 4 PM FOR THE eve i FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED it FOR POURED CONCRETE - - - - - - - - - - - - - - - - - - - - T, 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST 11 BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE L F REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORC! to nl 0) T 1 U H 7 1 0) 1-T LI -1, It 7 L -41 EL.10.3' T I LJI T- p u 7 v". < EL.6.8' Ln y K/ EL.4.0'— EL.4.0' PLUMBER CERTIFXAT12"i PROPOSED SOUTH ELEVATION ON LRD CONVt9rr-FORE EXISTING SOUTH ELEVATION PLUMBING z ALL PLUMBING 0 coo L/E-R TIFICA TE 0,'--OCCUPA NC Y WASTE SCALE: 1/4" 1' SOLDER USED IN WATER SCALE: 1/4" 1" &VIAT71 L1,14'E S,N TESTING BEFC,.-- ^-OvERING SUPPLY SYSTEM CANNOT 0 Excm,)'2110 OF 1%LEAD, C:i. > c) � - - — - — - — - — - — - — - — - — - - - - - - - w z oQ WoL it -J. -tT -LF 0') 0 G) w Z Z I F J T FT I T Ln EL.10.3' I. T 171-1-11 4T C'd U) r EL.6.8' LIJ 4- - — ct -TI EL.4.0' EL.4.0' EXISTING NORTH ELEVATION PROPOSED NORTH ELEVATION 's, ';�R �+� s t5z�,�' k.4 DRAWN: MH MS SCALE: 1/4"=I'-0" SCALE: 1/4" 1' SCALE: 1/4" V I ��' f, JOB Apfil 05,2013 SHEET NUMBER: A PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN LL NOTIFY ARCHIITECT Of ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK.CONTRACTOR SHALL VERI A- 1 CONTRACTOR FY ALL GENERAL CONTRACTOR To COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 'I ING t)r=PARTT'IENT IMSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SWEETROCKINn AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS - — - — - — - — - — - — - — - — - — - — - — - — - — - — - ty � to ji L.L7_ lz ' I --" --fir � U U W u >~ L _,_ _ I I EL.10.3- -- i s i I ( fi n.✓ /) ✓ r'j. `\�j:�,•�` :\/ '•''1::�,,/\� .;y / �'ic\.n^. `•`�i� /. 'f Y'•. \ Y'\r', /�. `%'\ \✓;^." '.\f vT,% y""` ',\\i;\' Jay' `'�.',. :Y , Y/'`y'�Y: / 1 �' _'i"i'\' Y Y/. y," �ti. :`�r .! '`\ �•'J\ ,C ✓'•�<�'.<�". ✓ !`fir i�if 4`\}/ Y'`'1> !^',, r�•.t ''\:''y. •n ✓� ,..<`1/ �/ / ,C �f'\� 1 �!.'f`,« T\, \ ,�\/ 1 i'`/ �i<!; \ .'`..t,. •,�,✓ >,f %` ".`i<\� `�'`.:�`�<"' v / F. '.� r.,,F ./, Y Y ,/ •\`J', y Y' %i \i•� y�:r<<'y�;:r :� . „` Y. `' >' \t f�ti et�;v.,` .`.-: ,\ ''��`; r.\; �, :' } n'.\t.•' ✓/\,r,.,rt. .1/`:;i c,,.\ ':\ �/'"\\,-' \'' \`�. .0 / <'V'. ,`y>, T .' / y, ✓<•\ ''\,< {} Y'% .'/\ , ,c i�, .' ,✓!r ,r\,ir.Y!� .i�Yr. �•�:`�`; < ,,✓�`;r-`l .< I�'>` `'` ,i. 7-':1� v �,✓ ' '.v{.r/\ `.•4 `c '``'.'.\�/..,\ / f.�;i•�r~��, \,:^\ �` '� ` r \: �'rC\t..``, .i ter" r� \( \ \ /\ 'C !f`� '�'\'�C.4'\,;'�Y� �,�.�'\'\'i `_\�" `<,'�,`• '�.��.-C<<'/�f✓/"✓. '�' �, �C ,�i � y � \ "f ..T \AY 1� .I '/. !� !`, / '.c �,fr../"- /� / �,•i �t> y<`iv':n� �: �x\�\ •\/ \ •(Yf'Y:�/- Y✓r\. cn il.t/i` .\ `\ /\'Y'.•.<.. ��. ..'V'�./, �;'j`• ✓'. .n• <r;�r � ;>. ''7,:,.0 ) \.J.,/' n\,�;,. r .T. /` yr, / ./:. /� �,�< '.r>T4' .\% .,.'> i:�>� � :�.` n .'✓ ��,``<'y i" y ;.> >' ,;' .�fj: '\y.>, ,7'�' •�'r,/\,'(`.^�Y v", r/ y '\\\ >:\.', 7 \ '\,,a f\,�; ?., �.`.." r�,. f\%r.., ,• ,7,, /\ r ,�S• ,y. \�'' `^y., >:r<:� >,!'y r�ti ''!y- v, ,� y',.� :Y-' f` \. •%� \',ji �''`` h �.i'"•Y'% t�/�r`f ! .y=-Y '\�' y r;'^�'. .,r�..< r',y<' ,y� ,,.�',• �Yn �,. r n.v,'� t/, =\Y � /,'�. i/� `. :�/•✓;•'^`C �, .\�'/�. •`l/`\•:. �t.^ f.\, 1 <:`'. :C`• '.%,< ,�� T,\5 f,r \rt:r- ,\!/\ f. /(.. %,i. � rr ,x� �. •/;' �Y''Y`V. t•''V ,;.'•yl,� aJ \.T `.,Y',i'/`.�, .• "'.4 �, �' v"> �/'' /\,,s,\�:y:� \ '�\;. T\ ��.�\,.<r�/, t!;`✓,a\ 'Y\�, ./\,/ ,�.,]. �.`,.>'\\%`., y l;, �� .� rr '`\.� ,,;\`'�"•� .'\ .�' n ...r�\..tL�'r^•! ;ti',r\ `1.�,.:`i .� !r.` \;\!/\ /..f`�' ^',�r._r\ % '.`c;.,,�2 T1� �/,., \,; t� �j PROPOSED EAST ELEVATION C�. C) z SCALE: 1/4" = 1' cln � � QW ad � O � w ►—I W Q N - - - - w z � az � 0 m � I j < 2 i� Lo 4-j w EL.6.8'— _ EL.4.0' '� " DRAWN: EXISTING EAST ELEVATION �r � F MH/MS ` e* t"9 '" "1 ' SCALE: 1/4"=V-0" SCALE: 1/4" = 1' > ,, h y nr�,' #:° JOB#: , t t Apfil 05,2013 . ? SHEET NUMBER: 9 tXil + PAINTER TO PRIME AND TAINT ALL DOOR EDGES TO MAINTAINCONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERITY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A�2 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT 108 SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRICK TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS -r o 00 11 _ =� L iYT_ i I U n I I •�' -4j i l — i' Ij1,1- lT —�-L cn "y I 1 i ��- -� -I � � -I I '�-r '�1-- LT-' —� , -r'-1 � T � L i L �_ � �.--- i - �- V rOto EL.10.3_ L� - - i A+ I i j T T I U it oo �, <��• i \��' `( ,{�� <."` ..\<'.'\ri "YC 6x X,�.�..{' t . ., i. ;>•\r�tY I I �r .v'.\r •.r, '\•,• t, .r� '� ':.,\,, ��-,� , T,� ?,\, •.�T r.,�� 1.� \,1, J`\�T�.`. \': :,r .�;,.' \ � <� ..;�(�•,`` a "yr,�{ , � '� '`;>?'';,\, , �%. ;\v r '�J'.',•. � i';, ,'\Y. �'•.•; � -� '`.V .�fi :✓ ''.� :1�.�'j[r,�� , `Y' � :,! ' ',� ''itl. "iC •'" .r. Et:yS 1,{ Y yr •'� r !<< 'V'i .�`• o •.r��' I �V ;��./ .-��,\ T. �T.\ , /' �j .v":.�,J;\, >� �� :`,,\ ,�,• �r ">'.,%T V•�\/\ ar� \:' ',,�,.:'`,/\` .�r .��r jjl\' /�il:'r.vt/`�.e"`.�„' '\4-,�<;%y�S%\ti r / ii I 1 �i.: )'rte ✓'{Y� >' . ��'r, o i'J%y '` •% \>' ILO ,� I I \�Yr. �. ,.!\r:�� h•�J\> „',<,j.��. F;� �i\4;C, r \ Y'� "7/�, /\�r,..�<\' , t, <, i' < \ �,y 1. y' ;i\. r'� '>r�' ^<.`? � >`�r .'\`.��')<;� ?"` �!t' \, !: \ '�i'Tr .� �jy� � \,,C <� ~Y! {\�x' ��' !✓'i�.✓ �, ;(�,� �� r ��)`' h-Y, i�. I : •.y:) 'i`, �`\;,`�, •./� y �' -'\\ ) "\`Y;^ .Y r..• �/;, s' ''i` '.�. t� \%, ' r. •Y. Y 'r' � l ✓ \y /\` r\ .'\/ }. I '� ). \' �V '� •'F'\✓`� .��,�,:^ . �: I.y�\, /• Y: � i 1 � \,'�\y;\ 'Y! f.".. ✓� }y l,v:;V"':•!:�lT`,r7�" r.'�Y� ',\ :'?. 'T. ,��,✓��>j�, \ `•.�}\ '\'`'J\�`�r• s r�� ,.:- ,�� ;�'`��"- t. ('�,'`,i,". \ 1 ✓ In %\\:,� ��;� \ai •%,t yf. �. � /�.�- \,, \, j` � t < ��''�" i,.� r4`!1'v i > � Yl�r.`Y y;f `,F �r Y:r �' � \`, ,<, r%r. '\ �`.,:>c ars I h < < t' `�. .r F\' .i.,i i ``•�` ,{'' •�' `CCr;' �\• �G •'''\ ;;`\`'�;\ 1"` ,'! ``l, f{�` %;�„f<'/ :'Y< \ I ( ,�\\/, �{�',>\•r v'>v ;�%y��'\�.\ "�y:'\Y�,, "_ti� >ti��. .` .'��!. Y:'�. �.�'�::v'`" "'`; •/` �.'-i\r''.v`�h�,;a`.;�.\ �\t� �. J, ./'\. �,',r\`` .,��\<:\\' '.L„ i ire -\ /., ✓� !, r� `,f r \rr: r, (:.{,/ \ �tti fir\ ". . :.`t. t , ? F' /., /'v% .f•.� . ';J:yiCtY;,`,r a , 'fit' c i �• \ \ r j. Y�y, � I }>`tJr `•'?`.. ^,l%r,`J};Cr'i,�%�.�\ a,.y�.;�`:\ l . �.A\, ;��/�i�� i�• ~`.�� a'�r\`,,%�.`'`�.;`C�� ,?,�c ? ,r;`�. . } 1a Y-'' J ;r. t < � ✓ .r5>..,:' >�:J.'��' r.y ,� '' ,� \i t �r>- ;;�,. .�=,\y, \ '.�!r.r�• \ r• > ,4j � ' \. t,"\, f tr��%, .;L'^:`Cl,<Y \/�. �^• �r- ,c`. ,r;• .� ., \,- ,\,%\ \-�,•, E PROPOSED WEST ELEVATION o SCALE: 1/4" = V H A �D a � W W A m � I z z c�3 m EL.6.8'_ - - • ' d < Lu EL.4.0' EXISTING WEST ELEVATION .M vik, SCALE: 1/4" = 1' `� 's ;, <.,w DRAWN: MH/MS ;h SCALE' 1/4"=1'-0„ JOB#: g April 05,2013 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK.CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT .. PEP RTMEN PE^TIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE.INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS '-4" 6'-1" ----------------- ET- T(3)2X8 ACQ GIRDER ; -- (3)_i 8 AGQ GIRDER 'E 1 I t ' I , 1 I i In 1 ' o 5'-11it ,— 7'-0„ '_4" 6'-11„ ,-4r c° �© CDd 1 00 I (9)1-3/4X9-1/2 ML GIRDER --- -_ __= y= ---------------- ___ •IIII---' `---I+li7------------------ --- --------Q------ -T 111, 1111 (3)2X8 AC GIRDER (3)2X8 AG GIRDER ' 1 111 IIII •_____, �____?, IIII 1111 c Iill ' (IIII\ 1111 ' ^ 1111 KCC 1111 i Q �I11 m O i (111 V 1111 1 t-I life FINISHED FLOOR +� Moc c, life SIMPSON CCQM5.50-SDSHDG EL. 10.3 1111 111 a m ,1 , » , 1111 „ , „ , ,> , v 1 a1in CMU COLUMN CAP ';iil 3 —8 2 —9 —611 4'_53/4 —4 7 —35/8 4 —0 1 `O 1111 Ci rt EXISTING 4X6 TO BE , ;; STRAPPED TO GIRDER "�_' - , `=i =_=_� GYM ``__��` - �_________"=-----== -------- o '~ EXISTING FLOOR 1, tt .--- '.-- `----- I ; 1'1 (3)1-3/4x9- EXISTING 3)1-3/4X9-If2 —01 , --' ” ML GIRDER` ------- n1 _ U N " ' ML GIRDER ,iii O 1-1/2" INSULATION BOARD w/ t�;�, ; "' ; ;�, �N ;;;; I ;, � 1111 � 1 I _t, 1 I 1111 ' „ 1 �•: 1/2" EXTERIOR SHEATHING N "" t� ' it lilt I ',-8" 8'-83/8" LO 'lilfr i (3) 9-1/2 ML _ I ,"' 1111 111 ,111 1111 111 - ^� ,111 1111 111 Jul_ (PERIMETER) _111 _ TILL_ - 1111 r 111 _ _ _ w FBI Q 1 ' ' •T Ill___ •_Jul__, O 1111 1111 111 I 1111 1111 111 � r , illi 1111 111 rl " 1111 Cc)':::111 �1111 �Iil s #5 VERTICAL co X 111 1611X16" CONC. ��w ?XR FI 16"Or 16X16 CONC.PIER Till �� z REBAR m 3'BELOW GRADE r BLOCK PIER 1111 W/24"X24"X12" 111 O CONC. FTG.(TYP.) I' ---I-If " - i i O 00 �} 1 1 w I � � ' u � � � '� 1 i li ; � I /--1 GRADEi� = 1 j , , N v� ) 'l�� 1 Fri 0 u—",I,1 i-----,I I:I -.. _ t I I 1 r'] " ar'11_-_, ^ •_Jul- !JI FX.F.) I 1„ n O 0 IIII,Ii— ,liill!fl= -- — ==lli�!!I!1= _lllliliil----Illi 1111III 1111 1111 111 "N ~ 1111 - - r 'III 1111 1111 � 1111 111 � ( 1 '111 3'-4" 7'-03/a" � '1-'14" 7'-35/a" 3°_4„ all I 1,11 I 1111 II 1111 1 1= 1111 111 I� IIII 24"X24"X12" �- CONC. FTG. •' "' - ' ------- In _ (3)1-314X9-1/2 t- ML GIRDER ' I ' 1 1 _ __ _ _ 1 t= , (3)1-3/4X9-1/2 ML GIRDER HOUSE PIER ANCHORS (VERIFY PRIOR TO ORDERING: + _ 1 i-. , I' 1 71 1 PERIMETER BEAMS: SIMPSON CCQM5.50-SDSHDG `f11'-' •_Ju,._: *, L/� +iii Illy 3 -4 CORNERS: SIMPSON ECCLQM5.50G-KT - "'" - 1111 1 ^ O W z XEX,FJ In X 01111 T W II1j In CENTER GIRDER: SIMPSON CCQM5.5-SDSHDGM�iii1 "�• ';;;M� �y 1 v 1111 Illy V �M--�1111 , „ M� 1111 O ,111 111 4 Illy ct Mn Ix lilt • 111---' •_--l.L __ , -Illi• r� W (3)13/4X9.712 M_L GIRDER------t - -- i _ (3)1-3/4X9-1/2 M1.GIRDER ---------------------- *. - ___--- - -- - ti Q 91 ill Ol 10 ct 00ct ' I o HOUSE TO BE RAISED.REMOVE EX.LOCUST POSTS AND REPLACE WITH ' Cc ' CONCRETE BLOCK PIERS AS SHOWN. , ----- - ---- i � � 1 CONTRACTOR TO REPLACE EXISTING FLOOR INSULATION.INSTALL 1-1/2" El ' ET T&G DOW BOARD INSULATION AND 1/2"EXTERIOR SHEATHING(INSTALLED 1 1 1_ .� � ��"",N WITH S.S.SCREWS AND WASHERS ' ------ A. 8 yt`�(y'C 10 01 ° J,° DRAWN: MH/MS 9'—71/2" 61-019 8'—01/2" . FLOOR INSUALTiON:R31 x - SCALE: 1/4"=1'-0" (R33 POLY SPRAY FOAM) .- JOB#: A til 05,2013 SHEET NUMBER: FOUNDATION PLAN PROJECT N 0 RTH a� ' . _- . SCALE: 1/4" = 1' A-4 S REVISIONS -------------------------------------- 8f-7f, 4'—p" 4'-7" ol Li 1 �L 77 r k © © F 4 2a•OC a' t+•1 � 3 € k' is ? J 1 / t®' RF i EX. DKK �II-A�. 4f ATH + ,— + ,,,f J�; 1 !� ( II P; j I!';'t' jt: !/ i is !'I' , �� i ,':� i '!iii ,j �I' , (,'s �� ;r r++ I ;i}{� E' , ,.. 1 .I. �1, 1 ! e i r iji 1 IKi! - U 1 � ( fj F(i Ii f t 7II� �, I ) { + 1 i' fr ;I. II' �1' � 1.: ' ) i','( k! I �� 1 iII17 i N I t ,�� '1 tf t I i i f j f� `i4 ; (1 f '1 t,,F (`i 'i-'��'�---t-t� - _ '�_- '_�t_._. " ! L.n m ( r. ! . xm STAINLESS STEEL t; t �'f � ( I}li I `- f 00 ORGALVANIZED 1, I //� •',1{ ! I it; L?,I c i n WOObSCREWSW/ f ;! n' } 'I I I 00 zoc I, .t2 11 --jI ® il I � I+'� , r < 15 i WASHERS Iz^O.C. Eq _ wCc 24" s O {y ,x'o.c. — ,f f 1f1112" ° � '•� � �i i ;, �i � �i� � ;� I I�� I i�ti I�� 4 —7�/z 6 10 11�/2 3/4'APA PLYWOOD U Y-1 SHEATHING 1 t 666 f. M /1 CN235 m 1 'APA RATED SHEATHING Ga -�'' - { `L` {AL�RNATYIVIOVOE,7/16"OSRJ ,`: T `.., I �f f 1f f4---- _):I—` , , I I � 0" 7 3' 1" , 1 f ( 1 � 2 ' �1 ;I:'• J/ �4 � I 7 ' I?I I � , i. � ,i. j !, !/iJr{ IIT'APA RATED SHEATHING GRADE PLYWOOD 09 V I 1 (AITERNATNNE:Ins• ! + / (J ,•/ !'.' - II t �I_, �-is=ter.,; 2X4 OF#2 1 ` (l ( (j _ i II Y1 i : - -_ -�_7 1 _ R t I j` I!; li,. tI. I 1 , ( j y, "�_..,_._iJ_. ._�_ is STLbS '.�i ' 710 STAINLESS STEEL fo ;O DSCRE SW/ i i u f d NSTANT - I WAooEoRS@I'oW/ r t }rt ( f' ,` �� O - I �=t , 1 Aim{, HOT WATER KITCHEN 1 } }n ( '— f_._j! I_ ._ `{ a I 710 TAMlE15 STEEL I t ,+ WINDOW SILL N SYSTEM 1 1 ( I �� == TYPICAL WINDOW i 1 , � , ' OPENING S t I V I S OR GALVANIZED ' I I i J j I I i l SS THAN 4 0X8 0 OPENING) ----------- i ! t ! WOOD SCREWS W/ 1 (LE - ( 4 ,, 7 WASHERS!.12'O C. }} i I J +`+ I i 4 I ti O - e-----------, ref 2 1 O MULTIPLE PLYWOOD ASSEMBLIES 2.2X4 DF#2 STUDS CONNECTED TYPICAL DOOR OPENING TOGETHER WITH STAINLESS STEEL L A OR GALVINIZED BOLTS W/WASHERS (LESS THAN 4'-0X8'-0'OPENING) TYPICAL MULTIPLE OPENINGS �+ EX. DINING ROOM (MORE THAN 4'-0X8'-0"OPENING) w NO R z 1 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL - AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) mo EX. BEDROOM No. 2 Z G1~ WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" ' 2X6 CJ •——————————— O AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO (g�t6"OtI 1 rG !--i COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. a` H ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS"SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER, HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. EX. LIVING ROOM 1' 6' ol R6 i-----------i 1 1 1).PLATE TO MATCH EXISTING,T-6"+/-. SERVIC 2}.NEW EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O,C.. PANEL 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. O w Z Z 4).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS J z OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR O 0 MICROLAM HEADERS. EX. PORCH 00 5).DEFECTIVE SUBFLOORING TO BE CUT OUT AND(REMOVED.REPLACE WITH (LOFT ABOVE) Q fY NEW 3/4"FIR T&G SHEATHING,GLUED AND SCREWED. Lo Q EX. BEDROOM No. 2 �—�+ 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE ® (LOFT ABOVE) W APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 7).INSULATE ALL EXTERIOR WALLS WITH R13. I 1 i 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I 8).INSULATE CEILINGS WITH R21 INSULATION.ALL CATHEDRAL SECTIONS TO BE PROVIDED WITH A 1"AIR SPACE BETWEEN ROOF i i i i i i i — WALL INSULATION:R15 SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM (BLOW IN INSULATION) INSULATION 1'-0"FROM EXTERIOR WALL PLATE INTO HOUSE ON CATHEDRAL ROOF PARTS. 6'-0"p CEILING INSULATION:R21 1 1 1 1 I 1 1 1 1 T^ DRA VY tV: TM/M5 (FIBERGLASS) ¢Ri ��.,,;+�,� ;��,� IP.:;;,y��-r„:' SCALE: 1/4—1-0 9).ALL NEW WALLS,CEILINGS AND AREAS TO REPAID,INSTALL 1/2” ' ' ' ' ' ' "'` kfF tea` "— ' "` ` �- SHEET ROCK.BATH TO BE MOISTURE-RESISTANT. JOB#: 10).INSTALL SMOKE AND CO DETECTORS PER CODE_ N x " a a„ ; } A April 05,2013 1 a :` 0 E 0 PROJECT NORTH. RT HPROPOSED FL . SHEET NUMBER:11).ELECTRICIAN TO REVIEW EXISTING ELECTRICAL CONDITIONS AND REPLACE ANY DAMAGED AND DEFECTIVE RUNS,CONNECTIONS, OUTLETS,SWITCHES,FIXTURES,etc.TO MEET NYS CODE. S SCALE. 1/4" 1' REVISIONS ----------- --- ------- 1 2xg RP t ; I I 3 w 1 1/4 i I , ' V ' 0 11/4 11/2 11/4 11/4 I LAV. • SINK _O ; W.C. W.M. D.W. 13" ' ' X SH F.A.I. i I l'V ——-_————--.. ER _j2-- ---- -------- 11/4 3 Z `(MATCH HOUSE) T'f�� C.O. .r, '' i 'I -, f _ Y��_�._ �, fir" 3 C.O. -- --- -- --�-��-j`- -- - -- '---'- . Q cV SLOPE"1/4"PER FOOT PITCH TO DRAIN TOAPROVED y''' Ai 4"C.1. SEPTIC SYSTEM rr'` A' / ,/ TRAP HOUSE i. / ;,! !' ' /' ///" / ' % i /,• ,!j' //'/ `/ I I f•/ N U O .7 GL PLUMBING SCHEMATIC 10 N.T.S. ;' ' to 17 Compliance Cerfificate 12 I @16"OC / / %' / 1 f' i / /I Enegy Ci5i1e: 2110 New YoTk lEt3ergy Ca91T5EfPv*Gn C0TMtqKd=Trr Singfe Famifjf piv;Pect TYPE New Co sT1 ur-todt CIx1mArsi'Pelowty,?. IT14 r Pi Die 575 / PeFTWI Date: ConSt'1.i6Jt't tlE.' "all A L �C /- / / / ~ v PATINELLA 1N ICC 14rt it c1 :,'' i' % /' ; % ,y_ f / % ' ; !' ' / '' ' ;' i !%' , [—� a 475 LRALSIT LAIh�IE PP OS Em 51.33 ' /' " /' ,EA,x�"T MA'RkuYN,NY G`Ut"uet NY11 C W z 'All im aa4s, s.,e#»rt i ` "3i ?a .,a n.,l,-,..aa.L w.�zr»... rn;.3.w�utavya'.,,A..:-F�' .�a%; ,...1<ras, „n+za.:n,..�a,.+:>. a.:. iitnf:3"tom_1-0%BI14`dm Than Cods �'? =m1 um ITA: `123 YWT UA T�'fi" T4ra'%��ilSi* T°aet�stS�e � ►s �Ir I I i , // /' •,% /,. /' >' /' '� i` ///;% /r i�' / ,,/ `j i,; i #tfek"_".fi >a�.# lFi aY cn aeyx s>p tme +l�t14r ac k3^tsaac'resP-u2xeePe4t. / ki' ,•' / ' i /, ff / ' •', 1 ' i'� tri I i' '' f !J, ,;' I /' ,' f' ,/ // '• / I , Envelope Assembli 777 7777 7-77_1'7 7. .. 77 _ _ _ / i' —7`_ — —— t '— —— / /— —' % yl/ Purr 1:Ar-111tod r C C S& !'AIr 755 33.0 0-0 23 j,�- - = ' -; -� -,>1- /--�r - > - ---'-- -- -� - - -- -- ' I � z z 1+1 11:1 1 FI'i'dn,"15'�.t t,130 15.0 £{.� 72 f!y ; ,// /J J/ O Q Wftm 1:UNtM Fmme-Vm4le'P w1:1%Lew-E 74 Tt.1ma 22 O Z4GC.0.00 ct VIJ1Tis..l 2:Wxxl Frvne:DoLtfe P wrh Lm-E 31 CI.wo ill �� =Q.M ROOF PLAN 11:1.1 Ilmo 27 E PROJECT NORTH. SCALE: 1 4" = 1' w # +Pll 1:F1 C+ x1 t1T; Tl~ 75 21.19 a.l) s / CeEng 2 CeWq X19 2t.0 0.0 33 /Ct coed t uTl _ trt3lt#t PCart 1� FI�* "it�s15i L #tR* p ,13� t ,�t5 17*pT>saae�1j� 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.. 6).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS F��y 2t ,, E �, ie+aure M. Code WITH ROOF AND SIDE WALLS(TYPICAL). r. ls R€5T T1 " 4der&ir�ty d�.d h' X11° � � Il&#�+31F? B �Pst¢+et14 6Id 2).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA.GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING iyr ::' , `� ;, MUST BE DRY AND CLEAN PRlORTO INSTALLING UNDERLAYMENT. _ rJ2 3).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND COMPLETE. DRAWN: MH/MS DIRECTLY TO THE DECK ALONG EAVES. o .t.. pt d' 8).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. SCALE: 1/4"=1'-0,1 �y�„� 4 ' ,+ 5).USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT '� � °•'` ”�r;° ,:�� JOB#: 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. py'' " 1112 USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT titte ,rr * ` Aptil O5,2013 CUTTING INTO SHINGLE SURFACE. SHEET NUMBER: ptc�edTMe: Rem CWDY`S tt:+ rte' Dab _ CALJs s to is � rits,.. Eur t ^ .IPP�it�.r ,. REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER WALL STUD ENDWALL • CRIPPLE STUDZ '+ 0 � BOTTOM PLATE ��' RIDGE ��o ptv o® • HEADER LEDGER BATHTUB 0 DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION .APPLICATION RAFTER SIZE USP NUTABER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR p HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 •JOISTS. UNDER WALL. 2ND• ADS5 ,ALL OPENINGS LST.Al2 1-1/4"Y12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 16go. SLOPE HANGER ,APPLY TO EACH RAFTER / LEDGER ( ) ANCHOR PLATE., OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE ,y THE FLOORS TO EACH OTHER W/ THREADED ROD. .ALL OPENINGS RT-3 OR RT7 TrDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKIIIG 624"OC U WALL STUD ,.4 Lf) m THROUGH-ROOF EXHAUST a VENTS SELECTED AND LOCATED BY CONTRACTOR �' �,; � METAL STRAP •-�.. U 13� Z u] RIM BOARD VENTILATION CHANNEL V AS REQUIRED RAFTER SILL PLATE(S) c�'' RAFTERS MAIIITAIN u r\ VENTILATION TION .. , .. • , • , WOOD JOIST k U M a FOUNDATION ' ' TOP PLATE BLOCKING 2x4 LEDGER BLOCKING °' STAPPING TO BE ATTACHED TO WALL STUDS 048"OD I 2x4 SOFFIT JOIST AND ALL WIIJDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A FASCIA Q MINIfAUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. �i� THE SPACE VENTILATED. ALL OPENIIIGS WOOD GIRDER SHALL BE COVERED WITH CORROSION- CONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS r RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS i OPENINGS OF 'A INCH IN DIMENSION. i INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS + CONNECT TO ON ALL OPENINGS / �,' 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEII JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18go- STRAP AND JACK STUDS �� 8" - 12" RAFTER RT20 CONNECT TO 21-i/8" x 20ga. TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS O2I1D. FLOOR WALL RAFTER WOOD JOIST TOP PLATE GIRDER/HEADER 1ST. FLOOR WALLSTAPPING TO BE ATTACHED TO WALL STUDS 648"OC `HOOD JOIST I•J•� AND ALL WNDOW/DOOR OPENING JACK STUDS WALL STUDIZJ FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C. 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION ON ALL OPENINGSALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 1--•1 IJ RAFTER/PLATE RT15 TYDOWN ANCHOR CONtIECT EACH THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE IF .ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS - 16° MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS OVER ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE I TERMITE SHIELD SILL GASKET � I ♦ SLAB CONC. TYP, CONC. FOUNDATION /1 ,,� DAMFPROOF EXTERIOR � 6 FAIL. POLY • Vs 6MIL POLY ON EXTERIOR GRANULAR FILL�' ' ' ' ' �,° � � �- �♦ � I V STEEL COLUMN • % I e ♦ CONC. SLAB p r•s v ANCHOR BOLT EMBEDIAENT: e•° C n 1'Q POURED CONCRETE: 7" w' ,e V I COMPACT FILL - :• • BLOCK WAIL: 15" 14 p " w KEYWAY FOOTING a V /' • (!•g, •• r CONC. FTG. •p ,C Q•p C e' �� a USE WITH 3x3 SQUARE WASHERS O z Z • � � -O ANCHOR B01 T COIINECTION (USP LBPS58 OR BP583) ♦♦ �• Y DIA. ANCHOR BOLT FOUNDATION 5/8" p C1 REINFORCIIIG BAR O DRAIN TILE � p ANCHOR BOLT CONNECTIONFOUNDATION MAXIMUM SPACING '� , � SILL PLATE TO FOUNDATION 1 STORY 72" OC CRAWL SPACE OR FOUN ATION TYPICAL CONC. FOUNDATION. APPLY PILASTER; SILL PLATE TO FOUNDATION 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION T� WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC 'SLAB-ON-GRADE Lo Q SUB FLOOR W CONC. SLAB DOORFRAME 6X6 10/10 WMA GARAGE JOIST COMPACT FILL , DOOR USE 2X8 STEEL BEAM ^♦ 4" SLAB FOR BLOCKOUT ♦<' �' '�. .;'•ty;''```v�`'•""•ti�N�'urr r. . • �. W/ 6X6 MM \ SLOPE •'�•'+. 1. • P.T. PLATE ♦ *"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT „;1f o'� 1 p :gl• '%1'". e ♦� < ` • • - (NTH A NAILING PLATE IF NEEDED ' .• .�°'� �c 7 1/2" . .• ' .• •• • t",r +.1'y,�•p ,;,' J' ,�i4ti;'A,+:;'"�A a• .° •• • • •. TO BE APROX. 1/2" OR HIGHER THAPJ a.t�i"-•,..� , ,y,t., ,s. , ' ��<•p �e p •. e STEEL BEAM TO ALLOW FOR SHRINKA `:.±;. �` �•s G AD • Q ''-cC 1�mat•-r'-. �•�•. s ° • • •• (PROVIDE STRAPPING TO KEEP JOISTS AIdG,N1yl,�,„�L° "' . 'Q,` ',�q'• Q .° o . * '' ta DRAWN' MH/MS � 6X6 W.W.M. s =nl 4, a 1!'e 1!'e SCALE: I(4 1-0 D • a I—I I `t;., t•?.;`'+T'. v.: E REINFORCING BAR = j` ♦ REINFORCING BAR ' I •• • +" e._ o oxo•:�, JOB#E: DRAIN TILE I� �I ,a + C \• O °O • _ ,•n`EL 12" - _fll— . - Aplil 05,2013 Tq, A SHEET NUMBER: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE 'NTH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • • Y �. ?a tiaa , REINFORCE FOOTING NTH (2) #4 REINFORCING,' BARS. GARAGE DOOR BLOCKOUT A-7 REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES BUILDING USE When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO B'WALL:3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: TOE-NAIL TOP PLATE 10'WALL:4-8d COMMON RAFTER 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-Bd COMMON JOIST g y p g g p p PRESCRIPTIVE AS PEP N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the 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 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches 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 NAIL NAIL construction means,methods,techniques,sequences,or procedures,or for safe the late and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS ANY DIRECTION 200 N q q P P P PP '�+ m precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING EXPOSURE CATAGORY (DESIGNED FOR CAT.C) r\ TOP PLATE TO PER FACE NAIL specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.!n addition to spacing, 2-16d COMMONU 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 ] FOUNDATION DETAIL 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMONJOINTS FACE ROOF- PAGE&GENERAL NOTE PAGE �+ -+ INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE v Z� Z or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMONti STUD O.C..C. NAIL Sym.: O ao 11+ attached with 8d common nails at 6"o.c.at the panel edges and 12"o-c-in the field,and FIRE PROTECTION y 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO SEE FLOOR PLANS 16d COMMON 16"O.C. FACE SMOKE&CO2 DETECTORS) such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL ZiU r, in table 3-15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 13-16d COMMON PER 2x6 STUD NAIL I ENERGY CALCULATIONS RESCHECK w 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: YP q PP P T e It exterior shearwalls shall meet the re uirements of table 3.15a-b times the ro nate PER FACE NAIL length adjustment factors in table 3.16. FLOORJOIST,BAND101ST, 2-16dCOMMO FOOT SEE NOTE: 2 AT & GEOGRAPHIC DESIGN CRITERIA 1, 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER 10ESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING; HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 3).Provide 1/2"expansion joint material between concrete stabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 11 YES concrete or mason walls occurin in exterior or unheated interior areas. 4-8d COMMON masonry g 8).CONNECTtONSAROUNDEXTERIORWALLOPENINGS: SILL, JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE i O be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES f� 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD O BLOCKING EACH TOE 5).Unless otherwise noted,all slabs on rade to be 2500 s.i..Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3 g P- TO END NAIL C° poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:1 (BOTH FIELDS) anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD E-i 6"maximum lifts{layers). P P g along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS Sd COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 E- 6).Crawl spaces to at provided with r minimum.of access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMONJOIST NAIL NOTES � w Z 8x16 cast iron foundation vent for every 150 sq.ft,of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 -8d COMMON PER TOE 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Z N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below rade onion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMON g P P g. g g TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, O U 8).Drainage as 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: 2-16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shalt be used. ►� 1 Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. w Z h FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHE HIN For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. CIO � � 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind NAIL NAIL I- Q Z 3).Posts supporting girders shall be anchored to a 12"x12"xl2"thick concrete footing. JOINT DESCRIPTION TY SPACING I "I Q Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. Q 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For � below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o-c. H 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Q Douglas Fir. 4}.Deck joists to have blocking at 8'0 0.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3)-Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).A minimum of 10 inch flashing shall be installed between the building and ledger, NAIL NAIL otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) 4'EDGE ZONE Sd COMMON @ 6"O.0 8d COMMON @ 12"O.C. where needed. GYPSUM 7" O.C.EDGE NOTE.2 FOR PANEL FIELD 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS Bearing wall headers to have(2)jack studs and(2)full length studs on each side of allWALLBOARD 10"O.C.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 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 piers shall be a minimum 6"above grade. openings.Bearing wall window silts shall also have(2)window sill plates for 2x4 wall NOTES 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored WALL SHEATHING: openings between 41 and 60 and 2x6 wall openings between 5111 and 89.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 flush beams/headers to be installed with heavy duty galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTUPANELRAL 8d COMMONAS PER T 13LE 3.9 9 Sic 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shalt anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON3"O.C.EDGE be used. v 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10"O.0.FIELD W } 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. O J Z z other access openings unless otherwise noted(typical). FLOOR SHEATHING: NOTE: 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, SP NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY F- _ 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. ACING O where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. Ct m 18d COMMO Q 1"OR LESS 12"O.C.FIELD 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES 1). PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TP IPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Lo Q requirements. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 10).Provide insulation baffles at cave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO 8E REFERRED TO IF W needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Section R602.8 FIRESLOCKING REQUIRED `)� equipment supplier. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) ct 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space. CDX 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"on-center at the panel edge.If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or AdvantechI Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher p ywood subfloor shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor ELECTRICAL NOTES: P g q adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 members shall be doubled,or alternate connectors, P g ,wd '4ti over subfloor as per manufacture's instructions. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed using parallel rows of studs or staggered studs13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls ands+ �'' •"`°_ ceilings over furnace to have Sl8"thick a-x sheetrock.A11 other parts building 2).All electrical work shall be approved b a qualified Underwriter. 2).When wall sheathing is continuous over connected ',,'"' g tyP P g PP Y q Y to have regular 1/2"sheetrock.All walls to be taped and finished- members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spates such as occur at soffits, l; .,h. �+ ,. ' s DRAWN: MH/M5 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced tol-16d nail per foot. drop ceilings and cove ceilings. 4 SCALE: 1114"=1'-0" 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or of N.Y.S.Residential Construction Code. •'< f approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces JOB#: Eft:' 'l'Y°a r .a � J under stairs shall comply with Section R314.8,N.Y.S.Residential Code. ' �"� t„• Aril 05,2013 ;• 16}.All sill plates and wood in contact with concrete to be pressure treated.Sill plates to ) openings pipes and ducts at ceiling and floor level,to resist the free passage of #. SHEET NUMBER: 4-At o enin s around vents,p'p g p g y.� be installed with a foam sill gasket and top-r-tex termite shield or approved equal. flame and products of combustion. 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. A-8