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HomeMy WebLinkAbout31274-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31751 THIS CERTIFIES that the building ALTERATIONS Date: 08/10/06 Location of Property: 60015 MAIN RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 56 Block 3 Lot 10 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 27, 2005 pursuant to which Building Permit No. 31274-Z dated JULY 13, 2005 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 ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ROGER & CONSTANCE A. SMITH (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO_ 2105021 07/12/06 PLUMBERS CERTIFICATION DATED 07/20/06 ANTHONY PANTORI III ho zed S' nature Rev. 1/81 a JUL-19-2006 WED 09;27 AM GORDON L SEAMAN FAX NO, 6315678273 P. 02 • tl//1J/'Ltltlh 1h:1N lflh4`J4he2`J BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FUL.TON STREET — NEW YORK, NY 10036 CERTIFIES THAT Upon the application of upon premises owned by GORDON L. SEAMAN, INC. 630 JOHNSON AVENUE SUITEA201 BOHEMIA, N.Y. 11716-2810, Located at 60018 MAIN ST. SOUTHOLD, NY 11971 Applkation Number: 2105021 Section: Block: Lot: ROGER SMITH 80015 MAIN ST. SOUTHOLD, NY 11971 Certificate Numberr Building Permit: 2108021 BDC, nail Described as a Rasidealtal9000.4000 square R occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Fust Floor, Seooad Floor, A visual inspection of the premises electrical system, limited to electrical devices end wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard Enforcement and Administration, or other promulgated by the State of New York, found to Department of State Code be in compliance therewith on the 12th Day of July, 2006• authority having Jurisdiction, and = Bali! 9" Quaid I= sm M 5"Itaaeons rano of let & 2ad toms 1999 NPC Alarm wad Emergenay Equipment Carom Monoxide Semler 2 0 2 0 Smoke Sensor AppWaces and Areeesorles 1 0 20 Amw Dish Washer 1 0 F.H.P. Exhaust pan 1 0 20 Amps Micro -wave 1 0 �= Range 1 0 70 Amps Clothee Drycr 2 0 20 Amps pupae Appliance Feeder Wiring and Devices 10 0 loeaudescate Fixture 10 0 Mhu e Outlet 94 O Oeoaral Purpose seal Outlet 67 0 General Purpose keoeptaola Coodtroad on Nett Pegs 1 of 2 This certificate may not be altered In any way and is validated only by the presence of a raised seal at the location indicated. �• JUL-19-2006 WED 0927 AN GORDON L SEAMAN FAX NO. 6315678273 P. 03 a//33/ZaOFi 16:10 1719494bB24 - 7�Y 13Y THIS CERTIFICATE OF COMPLIANCE THE ORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET - NEW YORK, NY 100W CERTIFIES THAT Upon the application of upon premises owned by GORDON L. SEAMAN, INC. 630 JOHNSON AVENUE SUITEff201 BOHEMIA, N,Y.11716-2616, Located at Boots MAIN ST. SOUTHOLD, NY 11971 Application Number: 21OW21 Section; Block: Lot: ROGER SMITH 60015 MAIN ST. SOUTHOLD, NY 11971 Certificate Number; Building Permit; 2106021 BDC: ns11 Described as at Residential 3000.4000 sgwm It. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located In/on the premises at: Pint Floor, Second Floor, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted In accordance with the requirements Of the applicable code and/or standard promulgated by the State of New York. Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in Coom�plianceettherewith ng Cfrc oon the 12th Day of July, 2006. MIX RAIm HMOPCf Receptacle 6 0 Switch 45 0 OenerstPurpose An as built iaapeotion, of the delineated eleetricst lodalls6on, determined that ec obv:eua hazed Is ria preW and rhe ImWistion is believed to be in eomfuntm¢e whh the applicable rofepnce anedud for to asthnsted period of coaWliedom of the gantxs wiriM syeeem. Seat 2 of 2 This certificate may not be altered in any way and Is validated only by the presence of a raised Mai at the location indicated. JUL-19-06 15:37 FROM -Burton Behrendt&Smith Tawe Hep, 53095 Wo Resod P.O. Banc 1179 Sand, Now Yak 11971.0959 Building Permit No. 3! 2 79' Z_ 6314750361 T-213 P. 002/002 F-444 BIIILDINCr DE PARTIvIWr TOWN Or S, XPMOLD CERTIFICATION Date: Joi j 20� ZOO& ^ Owner: al:/' '1 . avo �o Art tt svw �` (please print) Plumber: -Igr4hon Y 12Pd tvv71 - -" (please print) Fax (6.3t) 7 affl3 7ekphone (681) 7654800 I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this o101'III day of j_FMjy . 20 ob kh� fyu ',eO Get (ter ro Notary Public, S-kjTtf g County CHRISTINE L. BELSON NOTARY PUBLIC, State of New Yak No. Ot BE5087003 Qualified in Suffolk County Commission Expires October 27,20 jo T FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31274 Z Date JULY 13, 2005 Permission is hereby granted to: SIMEON & CHRISTINE JOFFE 60015 ROUTE 25 SOUTHOLD,NY 11971 for : ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 60015 MAIN RD SOUTHOLD County Tax Map No. 473889 Section 056 Block 0003 Lot No. 010 pursuant to application dated JUNE 27, 2005 and approved by the Building Inspector to expire on JANUARY 13, 2007. Fee $ 150.00 ORIGINAL Rev. 5/8/02 IL j FIELD INSPECTION REPORT FOUNDATION (1ST) ------------------------------------- FOUNDATION (2ND) ROUGH FRAMING & PLUMBING -- INSULATION PER N. Y. STATE ENERGY CODE -- --- --------- - - - JAW- - �''!� fir' �i'i►.. ffm r J c z �fy;7 �� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]I LATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION PAP DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION ] F UNDATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE 10C INSPECTOR bbs WTOM * 6f11RfnDT o SMIN ARCHITECTURE O ENGINEERING SURVEYING POCIfP P. SMITH, flifl., PPInCIPflL November 8, 2005 )WS b. Df&MT, L.S. LOWPfn(f SflLVfSfn, fl.l.fl. MDTICK W. Sffbfl, P.f. Town of Southold 53095 Route 25 Southold, NY 11971 Re: Smith Residence 60015 Main Road Southold, NY 11971 Permit # 31274 To whom it may concern, Attached please find a certification from the Plumbing Contractor that only lead free solder was utilized on the applicable piping at the above referenced residence. / 244 f. Mflln STREET MTCHOGUf, MW TOPK 11772 0 P: (631) 475-0349 f: (631) 475-0361 bbs WTOn * bfllPtOT o SMITH ARCHITECTURE O ENGINEERING SURVEYING ROGfR P. SMITH, fl.I.fl., PROM November 1, 2005 AKS D. DfflODT, L.S. LOWRfn<f sfiNtsfn, Nil fR MICK W. SffM, P.f. Town of Southold 53095 Route 25 Southold, NY 11971 Re: Smith Residence 60015 Main Road Southold, NY 11971 Permit # 31274 To whom It may concern, This letter is to certify that I have inspected the "strapping", framing, insulation and rough plumbing at the above referenced residence Permit # 31274 and the work performed is in general compliance with the New York State Building Code and the contract documents prepared by this office. In addition all appropriate pressure tesfing has been performed as the piping installed. Very truly yours, � I��'4 9f'K 7 X�4 R er P. Smith 244 f. ME STRffT PflTBOGUf, RW TORI( 11772 r i1 0 P: (651) 475-0549 f: (6.51) 475-0561 �.I`--: 244 f. ME STRffT PflTBOGUf, RW TORI( 11772 r i1 0 P: (651) 475-0549 f: (6.51) 475-0561 bbs WTOn * bf11RfnDT o SMITti ARCHITECTURE O ENGINEERING I AUG 1 6 2005 ILjL SURVEYING ROGER P. SMITtI, fl.l.fl., PRInCIPflL August 15, 2005 1flMfS 6. DfU OT, L.S. LflWRfnCf WASfn, fl.l.fl. MDERICK W. Sffbfl, P.E. Town of Southold 53095 Route 25 Southold, NY 11971 Re: Smith Residence 60015 Main Road Southold, NY 11971 Permit # 31274 To whom it may concern, This letter is to certify that I have inspected the new poured concrete foundation wall and footings at the above referenced residence Permit # 31274 and the damp proofing performed is in general compliance with the New York State Building Code and the contract documents prepared by this office. Very truly vours. 244 f. Mflln STREET PflTCflOCIUf, RW PORI( 11772 o P: (631) 475-0349 f: (631) 475-0361 WTOn o bf11RfnDT _ u Is 01 jtlu AUG I� r 9 ARCHITECTURE O ENGINEERING SURVEYING ROUP P. SMITH, MR, PRInCIPflL August 3, 2005 JWS 6. 6f NUT, L.S. LflWRfnCf SWESfn, fl.l.fl. MEDERICK W. SffDfl, P.E. Town of Southold 53095 Route 25 Southold, NY 11971 Re: Smith Residence 60015 Main Road Southold, NY 11971 Permit # 31274 To whom it may concern, This letter is to certify that I have inspected the new poured concrete foundation wall and footings at the above referenced residence Permit # 31274 and they are in general compliance with the New York State Building Code and the contract documents prepared by this office. Very truly yours, 244 f. ME STRffT PflTCVOGUf, RW TOM 11772 0 P: (651) 475-0549 f: (651) 475-0361 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET `'` " E 4::� VILLAGE DIISSTT. SUB. LOT FORMER OLPER ✓rJ 5 O N E oi�GcJs ACR. I ^ �rG # CD � � i S �' i�0 W Q✓C� � Q 1 S �%..�+� W � TYPE OF BUILDING rt RE SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS �a o 02 0 ,9 o 0 5 AO - Lll 077 �S8- °�Ct r 5 L� FS�n It /4/06 o c7Al 7.oo is v v14)n-L12-0'5'72,o709-4J-1b5 �C is .J'O -ZlzyOo 000 jr 4-0- Lf p 0a AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE • ,Soo - 3 V FARM Acre Value Per Acre Value Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD 9,0 Meadowland DEPTH S o + House,&t,,, BULKHEAD Total `� �' DOCK aa Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Software Version 3.6 Release 2 Data filename: C:\Documents and Settings\Michael I\My Documents\ROGER\southold 6-30-05.rck PROJECT TITLE: Additions and Alterations to the Smith Residence COUNTY: Sufblk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non -Electric WINDOW / WALL RATIO: 0.04 I 1 i I5 i DATE: 06/30/05 13 Q 1� ll DATE OF PLANS: June 16, 2005 i���-� ' DESIGNER/CONTRACTOR: Burton Behrendt & Smith P.C.-- --Y 244 East Main Street Patchogue, NY 11772 COMPLIANCE: Passes Maximum UA = 44 Your Home UA = 32 27.3% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value 4i _VA Ceiling 1: Flat Ceiling or Scissor Truss 90 30.0 0.0 3 Wall 1: Wood Frame, 16" o.c. 320 13.0 0.0 25 Window 1: Wood Frame:Doubfe Pane with Low -E 12 0.360 4 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belies; and profssional judgment, such plans or specifications are in compliance with this Code. Date F Q165 F N�.h1 Permit Number Mcheck Compliance Certificate Checked By/Date New York State Fnergy Conservation Construction Code REScheck Software Version 3.6 Release 2 Data filename: C:\Documents and Settings\Michael I\My Documents\ROGER\southold 7-15-05.rck PROJECT TITLE: Additions and Alterations to the Smith Residence COUNTY: Sufrlk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non -Electric WINDOW / WALL RATIO: 0.15 DATE: 07/25/05 DATE OF PLANS: July 25, 2005 DESIGNER/CONTRACT OR: Burton Behrendt & Smith P.C. 244 East Main Street Patchogue, NY 11772 COMPLIANCE: Passes Maximum UA = 136 Your Home UA — 133 2.2% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perime Q R B -V lue VA Ceiling 1: Flat Ceiling or Scissor Truss 380 30.0 0.0 13 Wall 1: Wood Frame, 16" o.c. 857 13.0 0.0 60 Window 1: Wood Frame:Double Pane with Low -E 84 0.360 30 Door 1: Glass 46 0.350 16 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 292 19.0 0.0 14 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Profssional has stamped and igned this page, they are attesting that to the best of his/her knowledge, belief; and professional judgm uc ans p fica ' s in compliance with this Cod -e7 / �REp Agcy P. Builder/Designer �% Date / `U �� ,r S4 4u Q- n� '9T 1651 a J� OF NES Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Sollware Version 3.6 Release 2 Data filename: C:\Documents and Settings\Michael I\My Documents\ROGER\southold 7-15-05.rck PROJECT TITLE: Additions and Alterations to the Smith Residence COUNTY: Sufihlk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non -Electric WINDOW / WALL RATIO: 0.15 DATE: 07/25/05 DATE OF PLANS: July 25, 2005 DES IGNER/CONTRACTOR: Burton Behrendt & Smith P.C. 244 East Main Street Patchogue, NY 11772 COMPLIANCE: Passes Maximum UA = 136 Your Home UA = 133 2.2% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value B-'1 U-FactoL LA Ceiling 1: Flat Ceiling or Scissor Truss 380 30.0 0.0 13 Wall 1: Wood Frame, 16" o.c. 857 13.0 0.0 60 Window 1: Wood Frame:Double Pane with Low -E 84 0.360 30 Door 1: Glass 46 0.350 16 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 292 19.0 0.0 14 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief and professional judgm uch lans or pe fi ions are in compliance with this Code. r 1D z Builder/Designer Date % �k 9T tr,5t� \OF NE� Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Solware Version 3.6 Release 2 Data filename: C:\Documents and Settings\Michael I\My Documents\ROGER\southold 7-15-05.rck PROJECT TITLE: Additions and Alterations to the Smith Residence COUNTY: Suff lk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non -Electric WINDOW / WALL RATIO: 0.15 DATE: 07/25/05 DATE OF PLANS: July 25, 2005 DESIGNER/CONTRACTOR: Burton Behrendt & Smith P.C. 244 East Main Street Patchogue, NY 11772 COMPLIANCE: Passes Maximum UA = 136 Your Home UA = 133 2.2% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimet R -Value R -Value U -Factor 11A Ceiling 1: Flat Ceiling or Scissor Tmss 380 30.0 0.0 13 Wall 1: Wood Frame, 16" o.c. 857 13.0 0.0 60 Window 1: Wood Frame:Double Pane with Low -E 84 0.360 30 Door 1: Glass 46 0.350 16 Floor 1: All -Wood Joist/Tmss:Over Unconditioned Space 292 19.0 0.0 14 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, th c attesting that to the best ofhis/her knowledge, belief; and pross on judg t, such p or a tficati s in compliance with this CW7O- ;+ Pt;D ABuilder/Designer Date �OP. " tk c" y�, 16514 OF NES TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLIP, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined a / , 20 Approved 20 Disapproved a/c BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. 30 -74 -Z Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Septic Fotm_ N.Y.S.D.E.C. Trustees Contact: Mail to: Phone: pWQ iration r12 APPLICATION FOR BUILDING PERMIT ipWN Of SOUTt � �.: Date 20 06�- INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a ,Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. J� applicant or name, if a corporation) i09 y 74w 41ttfet A1Y ailing address o licant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises��/ �MN �t St++ f"► (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 N 1. Location of land on which proposed work will be done: House Number Street County Tax Map No. 1000 Section � Block 03 Lot lo Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and int rAed use and,occupancy of proposed construction: a. Existing use and occupancy s M►i �( b. Intended use and occupancy 3. Nature of W(check (check which applicable): New BuildingA Addition Alteration_ Repair Removal v Demolition V Other Work 4. Estimated Cost Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units I Number of dwelling units on each floor If garage, number of cars -t T-- 6. If business, commercial or mixed occupancy, specify nature and extent of each pe of use. 1¢.1 f Z�'I t. y" ' 6 1 7. Dimensions of eNistirig structures, if any: Front37 5 Rear. Depth �. S Height Ta Number of Stories 2 t40kA Dimensions of same structure with alterations or additions: Front Rear'y' Depth Srtrt ty n6+e Height SwlM& " 46K Number of Stories St�44 446FO-- T ' " 2 5 'y" " 8. Dimensions of enf e ngw construction: Front ^ S"Z Rear Depth �s� Height t �/ Number of Stories 40�c6o 1� a yZ 3Ia�F.,¢t�+ Izr. 9. Size of lot: Front Rear fTf.11f Depth �y 10. Date of Purchase 'I'4?6 105� 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_ NOAWill excess fill be removed from premises? YES NO 14. Names of Owner of premises r II Address Name of ArchitectP.G dressz, 'rIPhoneNb� �d3 Name of Contractor T�ddress 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 B],&QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO V * IF YES, D.E.C. PERMITS MAY BE REQUIRED. / 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. J 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OFSumly, ) �Oq le� P. being duly swom, deposes and says that (s)he is the applicant (Namd'6f individual signing contract) above named, /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 2—Lfbt day of TUnc 2005 1,n+7.t.ofY�Q-�• �.0-�44T1 Notary Public NOTCHRISTINE 1State of Noow yo* QuelMed In SEC County Commission Expires October 27,2 0 05 BUILDING PERMIT EXAMINER CHECKLIST �t�\ V DATE REVIEWED: APPLICANT: ������ � DATE SUBMITTED: //0 SCTM# DISTRICT: 1,000, SECTION: �` , BLOCK: , LOT: SUBDIVISION: ADDRESS: ooir ►t ,+i" 2_t> CITY: �e�� <�nrw ZONINGDIS -RICT: ;25/6jCONFORMING? Cle-s BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z- / C/0 Z- , INFO BP -Z / C/0 Z- , INFO BP -Z / C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION -REQUIRED iW NOTES: LOTS 40,000SF -100-24. Lot recognition. (CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAN.1997 100-25. Merger.(A nonconforming at any time after 7/1/83; REQ. LOT SIZE: ACT. LOT SIZE:�� d Q. LOT COV, ACT. LOT COV. REQ. FRONT PROP. FRONT Q SIDE.S" ACT. I / SE / REQ. REAR PROP. REAR ell -REQ. HE PROP. HEIGHT PROJECT DESCRIPTION: Al.M-- 44 `177 -Ws ESTIMATED PROJECT COST: I, �CHITEC ENGINEER: WATER FRONT? _DESCRIPTION- PANEL # BULKHEAD? ,t/ ISTANCE? APPRdVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or O, BED ft. TOWN SEPTIC RECEIPT: Y o PTIC CE ora S + ICATION: D : Y o1 NEW YORK STATE DEC: PRE -DEC 9/1/75 YESArO DTE: SOUTHOLD TOWN TRUSTEES: YES DTE_ TOWN ZONING BOARD APPROVAL: YE DTE: TOWN PLAN. BOARD APPROVAL: YES DTE TOWN HISTORICAL PRE (SPLIA): YES / NEW YORK STATE CODE COMPLIANVE (SEE FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF TOTAL: SF)- (SF)= SF)- ( SF)=. SF)- ( SF)= SF SFX$ =$ SFX $ =$ FLOOD ZONE: PERMIT #: PERMIT #: PERMIT #: PERMIT #: PERMIT #: INIT OTHER TOTAL FEE FEE FEE _$ SFX $ =$ +$ +$ _ FINAL T T : $ 11113, NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA:�'`��+^ Ground Snow Load: 45'nd'Speed: 120MPH Seismic Design C tego B , Weathering: Severe Depth: 36' Termite• -fi Decay: S -M • p Y .,,,Desi gn Temp:, 11 Ice Shield Underlay: YES Food Hazards:,. USE/OCCUPANCY CLASSIFICATION: _ HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED2_ESCR TPT1�T GVH A24)l FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N - WALL STUDK-SY GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR J ROOF RAFTERS: Y/N, LUMBER SPECIES AND GRADE: Y/N - DESIGN LOAD CALCULATIONS: Y/N'. LIVE: Y/N DEAD: Y/N SNOW: Y SEISMIC: Y/N WIND: Y/N _ WINDOW AND DOOR SCHEDULE: �+ MISSLE TEST REQUIREMENTS" Y EGRESS 5.7 S.F.: Y/N� LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: -�lN MEANS OF EGRESS: Y/N - PLUMBING RISER DIAG� LOCATION OF FIRE PROTECTION EQUIPMENT: Y TRUSS DESIGN: Y/N CERTIEICATI011: Y/N ENERGY CALLS: Y/N '. . TOTAL COMPLIENCE? YIN (RETURN TO PAGE ONE) Permit Number RFScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Software Version 3.6 Release 2 Data filename: C:\Documents and Settings\Michael 1\My Documents\ROGER\southold 7-15-05.rck PROJECT TITLE: Additions and Alterations to the Smith Residence COUNTY: Su>$lk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non -Electric WINDOW / WALL RATIO: 0.15 DATE: 07/25/05 DATE OF PLANS: July 25, 2005 DESIGNER/CONTRACTOR: Burton Behrendt & Smith P.C. 244 East Main Street Patchogue, NY 11772 COMPLIANCE: Passes Maximum UA = 136 Your Home UA = 133 2.2% Better Than Code (UA) COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Desi Proissional has stamped and signed this page, they are attesting that to the best of his/her knowledge, bell ud OAA professional j gm , suc 1 0 • ns in compliance with this Code. �Gj Builder/Designer Date STS 10"511 OF Nt- 0, Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R- slue U Facto VA Ceiling 1: Flat Ceiling or Scissor Truss 380 30.0 0.0 13 Wall 1: Wood Frame, 16" o.c. 857 13.0 0.0 60 Window 1: Wood Frame:Double Pane with Low -E 84 0.360 30 Door 1: Glass 46 0.350 16 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 292 19.0 0.0 14 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Desi Proissional has stamped and signed this page, they are attesting that to the best of his/her knowledge, bell ud OAA professional j gm , suc 1 0 • ns in compliance with this Code. �Gj Builder/Designer Date STS 10"511 OF Nt- 0, ADDITIONS AND ALTERATIONS, TO THE SMITH RESIDENCE 80015 MAIN RD. SOUTHOLD, N.Y. 11971 O -Lf E T i ypF6R!Yb•COlIlljDW;LFEIYOW6TA1LC01MYAOLOCAL61YLDIN' R FROM W' TM SIP FRE CODE6NEI =ATCEIL14A�NOANEATWRMIDONOW 3NN6�'r0 ENI�'rY',61�6; MNO ALL'666N CDDMSIALL 611''Fram HESE DRUM AID as N GARAGE N ACCORDANCE O61 NEI YORK 6TA1E CODE AAy.,��� AND F15GI'"WW6MN1 CQMEIM TO ALL STATE A10 LOCAL COM O. 000 PI'Ft6IQ6 TATO: P NII Orb! UCCALE 14W DRAW AND 6PECFX'ATKN6 MIpLM AND A'AWftA4"IRED. WMA;N NMV4f•DDYORII EI THEDIIEGTNALOFINEOVAMANOTOINE0TOF TIE UEE11006g10NFDSE, NIR{4TION'A206 V AlIET 116E RXAIIS3M OF 11E FEU ILYTOi1HEFLAIW,6 W$xm CEDIIN YORK 6TAIE 13W CONMATCN CON6TwCTCN CODE ' LNbTff D. ALL 6NF6OR FASIINEP6 TO 6E ATTAAED UM 1514M NAL& rail TABLE R301.2(1) of the RES. CODE of N.Y.S. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ISROUND Lu SNOW' LOAD WIND SEISMIC DESIGN CATEGORY I SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP ICE SHEILD UNDERLAYMENT REQUIRED FLOOD HAZARDS Weathering Frost line depth Termite Decay SPEED (MPH) R ALLLK' AAE flA6FDCN raEOR'i4 PACRC' G>P IAN 2A1E LVL 145 III, 11x0 MPH NSA SEVERE 36" MODERATE TO HEAVY $UQHT TO MODERATE NASSAU 13 SUFFOLK 11PERIMETERS VALLEYS & FEMA IF REQ. O -Lf E T i ypF6R!Yb•COlIlljDW;LFEIYOW6TA1LC01MYAOLOCAL61YLDIN' R FROM W' TM SIP FRE CODE6NEI =ATCEIL14A�NOANEATWRMIDONOW 3NN6�'r0 ENI�'rY',61�6; MNO ALL'666N CDDMSIALL 611''Fram HESE DRUM AID as N GARAGE N ACCORDANCE O61 NEI YORK 6TA1E CODE AAy.,��� AND F15GI'"WW6MN1 CQMEIM TO ALL STATE A10 LOCAL COM O. 000 PI'Ft6IQ6 TATO: P NII Orb! UCCALE 14W DRAW AND 6PECFX'ATKN6 MIpLM AND A'AWftA4"IRED. WMA;N NMV4f•DDYORII EI THEDIIEGTNALOFINEOVAMANOTOINE0TOF TIE UEE11006g10NFDSE, NIR{4TION'A206 V AlIET 116E RXAIIS3M OF 11E FEU ILYTOi1HEFLAIW,6 W$xm CEDIIN YORK 6TAIE 13W CONMATCN CON6TwCTCN CODE ' LNbTff D. ALL 6NF6OR FASIINEP6 TO 6E ATTAAED UM 1514M NAL& I' �O Site Ana ' ' I1 �' u�MaFFMMw{al�Iralal�IlYai�Il�iaW I I+9�i 4 W 11LL9 NEW 9 BITE AREA: 4lFYCs,1 G}' EE I�•10 AED &ATIJS 1ST FLOOR W14 6P. e °' ' 11N ,WALT EXISTING 2ND FLOOR 100 6P. 'yrriMp„ IM IPA" 2ND FLOOR ADDI110ND WAR TOTAL LIVING S•PACEs (3 WTAL bW ADQITIONB: ( J INS Gfl'ikCTlphl TOTAL fMOWA'hIONBn [j PEROENTAGIE of LOT COVER CW; BUILDING FO©TPWNT/ 811E AREA x100 = x of LOT COVERAGE I,131 / 60064 MW • Z. % K FFOME =tNIOA FI[E0161"6 AT ALL WCEOLPD SPACC-0 N IWLLB, N CELWA ALO Lu ROM, AND 6ITFLOOR 6PAW AT PARTO LM D6BO0F M' AlIr1,F001Fp66KSLL L'EARd11►G16A6i�60U„ITQlPER60•FT. CAPAGiTY NNMI9. C*aAID PAMSTO 81-0YR"LYAND -0NOWMALLY. 5. ALL INI�R'', �NkL'?,ltlN6FMi A126DAY6 h1NF6M 5 TIE CONIRICTOR6 WALL IIInE WIRE PROECT ALO %TALL MIS ANY DISCIEPANOE6 TO TM ArWrION OF CHER OR AXIIIELI/ENT WFROR TO 6TARTNS 0.ALL' .,WNL Td IE DC1MlA6FR LAACR ND.2OR SERER. E•U,66ASS ALO Ib RY FROM CCTQgl6T�RYppOON DOQFEM6 Me WRI M PEWIM N PRM DE ARCVMT 1 Vp @ 16 ILVLNCF E N41ERW.S 3 TO FOLLOO AILNS SGEDLILE AS FER NTB CODE, FROMM ON 1, ` . ALL A7k16 A167II0 pFRYSAO IIOER ALL PARTIRQII RIM:s PAAA.LEL f0 11E 1CF1fEJ01616,ORA6;DED141dto*TWFLANS. DRAIIIN�. ' R ALLLK' AAE flA6FDCN raEOR'i4 PACRC' G>P IAN 2A1E LVL O: AIL OVtlROONAbAVA IROOI68WW EE t1N7111.1)00' 4'IW L6 A20 I0. ALL ELECiRCAI. WWSlI LL 6E WARD OF RIFE 1F0911FSER APPROVED. INTALL A6 MR DF!!7dO"M6RY,11L'1110RA6RE61bIl41SRdl'RE1!LAN6. GItW DIRECTION AM'A0 4N'IEFCA4TR04Ot$ 404RIV A "111" N & gRGMbE l6!NMlilb'41:E1f*Iq AtDKK6ORdTO4F6'E1C.✓ED W'AEOVE WNDE WLLL6 PRIOR TO N1114AI N OF MIWAF0. ALL 19MAIM CQGIDI-W" SiA L RN60NkFA W N "A FLOM'AOIOROFJLEYF6 VERIFY GNRET,BNTCN ANO LWNG LOCAW* IIIN GINERFROR TO 0IALLA11G1 Iq D 'M TILL OEDRC" AND N AREAS ANAW TO PL ALL URONS NN01D 61M TYF AAE B#A'flICY FAP.M'E A+O IESQE oPBNNGA NR111I1 of PLl�6gq�iY{' A6IEEC,N6R:p4.NMp6FACEi60NT4ECE11.AR 51 EPGLEAROF911G,A20NNNEgNF6F24',NDMOF2d',6E11EI6NTPIAxM' I' �O Site Ana ' ' I1 �' u�MaFFMMw{al�Iralal�IlYai�Il�iaW I I+9�i 4 W 11LL9 NEW 9 BITE AREA: 4lFYCs,1 G}' EE I�•10 AED &ATIJS 1ST FLOOR W14 6P. e °' ' 11N ,WALT EXISTING 2ND FLOOR 100 6P. 'yrriMp„ IM IPA" 2ND FLOOR ADDI110ND WAR TOTAL LIVING S•PACEs (3 WTAL bW ADQITIONB: ( J INS Gfl'ikCTlphl TOTAL fMOWA'hIONBn [j PEROENTAGIE of LOT COVER CW; BUILDING FO©TPWNT/ 811E AREA x100 = x of LOT COVERAGE I,131 / 60064 MW • Z. % 1 71IN 3h'TREE b 16' TRE .TON 3D' TRE x REV. I DATE I 4141 APP OV D AS NOTED PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE DATE: B.P. #_!L/ s 9 V — CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER NOTIF BUILDING DEPARTMENT AT SUPPL Y SYSTEM CANNOT 765-1802 8 AM TO 4 PM FOR THE EXCEED 2110 OF 1 °° LEAD. FOLLOWING INSPECTIONS: j1. FOUNDATION - TWO REQUIRED FLOOHONE +x FOR POURED CONCRETE COMPLY WITH CHAPT R'46. 2. ROUGH - FRAMING & PLUMBING \NEW INSULATION FLOOD DAMAGE Pl`iEVENTION FINAL - CONSTRUCTION MUST SOUTHOLD TOWN CODE. BE COMPLETE FOR C.O. OC'C'UPANCY OR CONSTRUCTION SHALL MEET THE�+�+QUIREMiE�NTS OF THE CODES OF NEW USE IS UNLAWFUL YORK BLE FOR YO SIGN 0 OSTRUCTIONNOT SIERRORS. WITHOUT CERTIFICATE OF OCCUPANCY COMPLY H ALL CODES OF YORK S TE & TOWN CODES PLUMBING KEY PLAN REQUIRED D CONDITIONS OF ALL PLUMBING WASTEp1p 6E SO DTOWNZIIA 8 WATER LINES NEED TESTING BEFORE COVERING BOUT TOWN PLANNING BOARD5 TOWN TRUSTEESwwrWIP N.Y.S.DEC CERTIFICATION OFNAILING & CONNECTIONS REQUIRED. liranvt IN STORM TER RUNOFF MAI 0"N \ PU OF t6. TREE \ o / 18' THE Y- x o �OONC. SLAB yT TION45-10C WN ODE. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N CODES OF NEW YORK•SIME. SINGLE STORY FRAME WAGE .dF, •Lp.1 G.F.E. 17.3' 31P'" TREE x Q"- ° Aa 76' TRE \°+COVE SyV ©© 8 h '�, +6M ;,, ail •� +N° . 1 STORY /�,0•x o N �' ADDITION 041 *k ° h ';� Wig/ +°• +.� / �.. r° r i +�� +1k Ill +'�, �'o. +x• OP +x� Sn' A lyG PLOT PLAN SCALE:I"R40' 10 10) �5 +h• Q� +k ROOF IEx1ews cr VANITY 0ExIST--fire List of Drawings Lu A-1 — TITLE SHEET & PLOT PLAN A-2 — FOUNDATION & FIRST FLOOR PLANS A-3 — SECOND FLOOR & ROOF PLANS A-4 — SOUTH & EAST ELEVATIONS A-5 — NORTH & WEST ELEVATIONS A-6 — SECTION, DETAILS, & NOTES 1 71IN 3h'TREE b 16' TRE .TON 3D' TRE x REV. I DATE I 4141 APP OV D AS NOTED PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE DATE: B.P. #_!L/ s 9 V — CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER NOTIF BUILDING DEPARTMENT AT SUPPL Y SYSTEM CANNOT 765-1802 8 AM TO 4 PM FOR THE EXCEED 2110 OF 1 °° LEAD. FOLLOWING INSPECTIONS: j1. FOUNDATION - TWO REQUIRED FLOOHONE +x FOR POURED CONCRETE COMPLY WITH CHAPT R'46. 2. ROUGH - FRAMING & PLUMBING \NEW INSULATION FLOOD DAMAGE Pl`iEVENTION FINAL - CONSTRUCTION MUST SOUTHOLD TOWN CODE. BE COMPLETE FOR C.O. OC'C'UPANCY OR CONSTRUCTION SHALL MEET THE�+�+QUIREMiE�NTS OF THE CODES OF NEW USE IS UNLAWFUL YORK BLE FOR YO SIGN 0 OSTRUCTIONNOT SIERRORS. WITHOUT CERTIFICATE OF OCCUPANCY COMPLY H ALL CODES OF YORK S TE & TOWN CODES PLUMBING KEY PLAN REQUIRED D CONDITIONS OF ALL PLUMBING WASTEp1p 6E SO DTOWNZIIA 8 WATER LINES NEED TESTING BEFORE COVERING BOUT TOWN PLANNING BOARD5 TOWN TRUSTEESwwrWIP N.Y.S.DEC CERTIFICATION OFNAILING & CONNECTIONS REQUIRED. liranvt IN STORM TER RUNOFF MAI 0"N \ PU OF t6. TREE \ o / 18' THE Y- x o �OONC. SLAB yT TION45-10C WN ODE. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N CODES OF NEW YORK•SIME. SINGLE STORY FRAME WAGE .dF, •Lp.1 G.F.E. 17.3' 31P'" TREE x Q"- ° Aa 76' TRE \°+COVE SyV ©© 8 h '�, +6M ;,, ail •� +N° . 1 STORY /�,0•x o N �' ADDITION 041 *k ° h ';� Wig/ +°• +.� / �.. r° r i +�� +1k Ill +'�, �'o. +x• OP +x� Sn' A lyG PLOT PLAN SCALE:I"R40' 10 10) �5 +h• Q� +k ROOF IEx1ews cr VANITY 0ExIST--fire I Ta ggMNG. fRP10 FOR "6 200 IdCAT®a IH,IaIWMW OF AAp aE MC"RwAr OF 'MFelot FFiM!@Gle+f OR X Ij��a 11n n1,N LMAT b 4m rRo1FCT a Aialall®.�'Nr uleuAoN OR awxPte OsOa wo *ma® ire NKMIECT 003 nacTIITECwiat o Cnotanpina sur vi rLna 244 EAST MAW ST. PATCH , NX I i 772 (631)4764M9 RAX ,47 6 1 NOTE:, ALL FIXTURES TO COMPLY W/ NEW ISASEMENT MOOR SCALE 14° • I'.Fpn YORK STATE D.E.C. REQUIREMENTS ,.�- �•� FFOR MED WA'RR SAVING DATE: JI,6tE, 2?, 2006_ PLy C'E1G�IRIKTUREB I�PAL+DiAf@ PLUMtjtLG RiSER DIAGRAM No SCALE: N.T.S. A`1 "`I OO = Lu 4 O I Ta ggMNG. fRP10 FOR "6 200 IdCAT®a IH,IaIWMW OF AAp aE MC"RwAr OF 'MFelot FFiM!@Gle+f OR X Ij��a 11n n1,N LMAT b 4m rRo1FCT a Aialall®.�'Nr uleuAoN OR awxPte OsOa wo *ma® ire NKMIECT 003 nacTIITECwiat o Cnotanpina sur vi rLna 244 EAST MAW ST. PATCH , NX I i 772 (631)4764M9 RAX ,47 6 1 NOTE:, ALL FIXTURES TO COMPLY W/ NEW ISASEMENT MOOR SCALE 14° • I'.Fpn YORK STATE D.E.C. REQUIREMENTS ,.�- �•� FFOR MED WA'RR SAVING DATE: JI,6tE, 2?, 2006_ PLy C'E1G�IRIKTUREB I�PAL+DiAf@ PLUMtjtLG RiSER DIAGRAM No SCALE: N.T.S. A`1 "`I OO Y Ri1AYa1bWLRItfLLCa6WEM161N6Fg6fMia4'dI NIM16lA16 IE ARGb 11rJKSl)' '4+i�RApi47ll'i' MIOIN1i/6k�YMiAN INi7�Al1AiG �lq%�` N aA't6!':f03' 11�6'AI�OI'KP1 Gi 11'h67NG A6 N WA1! AICi/6FWICD'0' AN'JNd1d+L' AIIDRN6. G CAIdE1B�lflR%A�6"'Ir TOs' SlLtlWSOrtQGd!19661AS R AIEA'6"11BIR TO•U>CAlDE OF D661f16fg07N6AIRH R Alw4ld OWL OVATE ANA KNOW'C' AV FEW 19•PoM Sg6R 6 116AMM AV4AE WA KO1®V A+f71Si11C8 T84A7RNAT'MW& ms 9E iQ A Mf1 bF 3'-O' WLCW FIN"D MADE — FOOT DOAK TO FWVDATION EXI5TING CRAWL 5PACE POST DOM TO FaMAT ON EXI5TING CRAWL SPACE on P,O. TR04CH ff70 W TO 36 EIEI.MI mog o- 4" SMbK' ONELF *44 4'•7" 51•7' y 6" P.G. iFfT[CH — FOOTm TOW BELm moE 4" SMCK OHMP X15T N UNEXCAVAT GMlpplHp MUM lltltl9l� MILICP w Ta CRAM SPADE EXISTING PASEMEINT W FII�PLAOE w -* �. li GMlpplHp MUM lltltl9l� MILICP w Ta CRAM SPADE EXISTING PASEMEINT ' � '' I � , ."LAR " c4 • �� � �1 A � �f.',8�,'i S 1. & h' IJ e I r � i �f I it a A-4 a of 7777777 EXISTING ENCLOSED 5 , t -(3)7x4 POST•i (a) 2,4 FOCI N (3) 2,4 Pd6t y rA � R -- — � �� (714 lble '�. •.�:1 � '�� _ T ��-- NEWPaT6 K9TCH 'N I*TAILMTO 7 MAM MY 1 t C DEN 00 VLiI a 00Agr OO (3) 7x4 FOOT AScam REAAIXED a )7x4 � � w � �•;� /,lhxlm li 1{ I (3) 2x4 ro6TORL • 14'-b" 4'-�I' � � ' - _ I �, l'`�y LL TM UW I m nfl A R EX16TM CMIWA SPLAY 71'•6' If i f W FII�PLAOE w -* �. ' � '' I � , ."LAR " c4 • �� � �1 A � �f.',8�,'i S 1. & h' IJ e I r � i �f I it a A-4 a of 7777777 EXISTING ENCLOSED 5 , t -(3)7x4 POST•i (a) 2,4 FOCI N (3) 2,4 Pd6t y rA � R -- — � �� (714 lble '�. •.�:1 � '�� _ T ��-- NEWPaT6 K9TCH 'N I*TAILMTO 7 MAM MY 1 t C DEN 00 VLiI a 00Agr OO (3) 7x4 FOOT AScam REAAIXED a )7x4 � � w � �•;� /,lhxlm li 1{ I (3) 2x4 ro6TORL • 14'-b" 4'-�I' � � ' - _ I �, l'`�y LL TM UW I m nfl A R EX16TM CMIWA SPLAY 71'•6' If i f FII�PLAOE w -* �. . W CLEAR '��i�I -• -- 4'- 4'77' C,'-2' LIVING a 1 ,1 It 1 16514 .�QQ� { - IUNEXCAYgE �� of MEQ ��/ r it 1 r 4" BRIOC SHELF A-4 ry 1ti �' " If FIRST &,DOR �• .PLAN Q/ y l/.'lld�l i+ul tJ"J''Zb°^I tl '.. ., .- '.. - 774, f ,� ., •, . fr 1 •.. , -...'. . 4 ha f F- - - ) I q �, LlhE VOLUM iL A-4 - - - - - - - - - - - !7)7x4 Pat (2) 2A 3) 2 K 4 FMT IN 0" 04 )2 9 -BEDROOM 2 P - KA" FLM --- BEDROOM I W-21 . L PLAN T ITW TIM MVAW ME M&D ON COWMCT "AMW NOT FkOAM 0y=:!MEJYbLT XV MAY NOT PA'GxiNFlMO , T AD MT FR lK C 'NO m o"m Lull rL- ow=040, V40 , Tw V%m PROECT 06 tlU[xMl T, 4 AN 'OF M0, m W FMA pooxCr N* &MARPwoR OF A00 FRUNM AR MEM OR MCHOWE, N.Y. 11772 (631) 47649A9 FAX 476061 OF III 4Ill1.II .IIitIIIIIlIIFII F- - - ) I q �, LlhE VOLUM iL A-4 - - - - - - - - - - - !7)7x4 Pat (2) 2A 3) 2 K 4 FMT IN 0" 04 )2 9 -BEDROOM 2 P - KA" FLM --- BEDROOM I W-21 . L PLAN T ITW TIM MVAW ME M&D ON COWMCT "AMW NOT FkOAM 0y=:!MEJYbLT XV MAY NOT PA'GxiNFlMO , T AD MT FR lK C 'NO m o"m Lull rL- ow=040, V40 , Tw V%m PROECT 06 tlU[xMl T, 4 AN 'OF M0, m W FMA pooxCr N* &MARPwoR OF A00 FRUNM AR MEM OR MCHOWE, N.Y. 11772 (631) 47649A9 FAX 476061 OF I' OCAIED M ll1MD : pEE�B RE1910N5 ('L MPH WIND 2oNE ,. HA CrLAZEp OPENINGS WALL WAVE I ? GTED F1� 1 j',WII 3T BRI5+1 i E �UILDIN3 SHALL BE,DE$IGd ED AS A pA1811AHLt ENGLO ?111141LA�2All WITH tHE,8111LpH T CODE'OP NEW 1Ofy. 5(A(6.41L1.M7FNI�ap?iCTici fCdBWINCJ,iE 5.6N D�6RIALL MEET THE �EBMII NTS CRrtNE L E MISSILE iEST' ASTM C'I* All OF ASTM E 1886 2. ALL NEW WINDIM AIDE BALD, ON "MA , N"CLAD ULTIMATE' DOUBLE HUNG "STOR'IPLUS" 15T ' 'WII�(AUB I ACT,RES ANT !, ALL 005"1 WW60 All To BE' ,Ii KACEC1'WITH'TIARII WOOD TILT PAG DOUBLE IIN'Wa ' I I II III pp (W JGCORI2MY IM WOOD F1r i C067WICN d+JAILIi IB SCHEDULE A „ MawAL20011 ow JORT DESCRIPTION NU'IBfiR OF CCF11NON NAILS NAIL SPADING RpC)'I�RAFAiNG R TO TOL1'N.ATE'(tpE�NA1LEq) 9 -ed PER RAFTER S�`IL2e3 JOIST Tp;TY),F' pIATE:l.TOE•NAII:ED) S-Od PER JOIST COIi. JC?Ibtb TO PARNJ•EL, OAPEII (FACE -NAI l S-1kd (I0r E pitAhl EACH LAP CE lLSB JOIST LAPS fJvlll' PARTITIONS •NAILED) 3 -ION EACH LAP COLLAR TILS To *400i (RACE-NAILEP) S-Ibd PER TIE p{.00KING i0 FtpFi�IR'(TOE^NAfll,,i) 2,Ed EACH END '" RIM 1(2JK11J7 t0'RAFTERT IID•NA�ILEP) 2-1 EACH END WALL FRAMING tgP'I Ari TO'TCP VOL (FAclo_NAL l d 1 PER FOOT Al IN'IrIYIjCTTOF}S(FACE•NAJLIIIDI 4•ISd JOISTS -EACH GIDE Tb-btVlC,7FA-tyAl,4) 2-16d 24" 0m. �R,Tli�41LADElI (FA,C♦!,I4AJLEP> Iwd 16' ea ALONG Et>GEO '. , T?7E',OR BOTTOM PLATE TW �QiLTh" f�ID-N�ILR321' - 2-16d' MR STUD Pk.ATE T,O PL41715t JDIM GAIIDJOIQT, 045JOIdT jj qb BN,e'Sdd2N6,iF:4C!•NIAILE�AJ, 2.11 I� PER FOOT El t1pR FRAMING yvlvT T10 SII.f.,;TbP fNLAI OR.d kA* ITGEt1N ;EP) IbN1i0iQINC,•Tdl JI$Ot i'/QE-NAy.ti 4•Sd 2,60 PER JOIST EACH END ORIS" TO JPMT'(TfiE-NAILlD1 1-Od EACH END T'O'olll: oR TOII PLATE (TAE•NAILEW) 3•lid EACH BLOCK . L!!(Y'F 1! bi'IAIjIX�LC b!A'I rF;ACE,NAiLED) S-1 EACH JOIST JCISr ON LFmm" TGr}�EN"I ,iT70E1E-N AM) j•Sd PER JOIST Lip) :JdIOi'"10 FILL OR,top PLAE (TQE'-NAJ'' 1 8-16d 2-lOd I PER JOIST PER FOOT R(i (.. )1 A7;iIG p tua�R,hANili4 (41*0 A4rlu44lIecr7ETbae�tTA_(I'i:„, .ad 12"0a . ', WACL BWGE ZONE. ad 4+ 0a CEILING SHEATHING „/, UY4LLmOA{AiT+ SP COOLERS T° EDGE / 10' FIELD WAI L:",kiE'AfkUNG Il� *Ate * . - M .4+EDGE / S” FIELD 4 "•rALL .. OD clopil ERS ill GE ED / 10' FIELD FU56ft#1HtATHI1, (SLIBFLOOR) ' Fililloci II' C1,R-I:e)M SFJ i" EDGE / IV FIELD . qwmell"Ny I0R S' EDGE / S!' FIELD I.'.. ' ' AIIE BAew dill MEABNIN"i i!' A,'AT TIE' 'jim FWY.1,' 11EY ISNAM �ti.Cw"n AT' �f'' 'P 19WAMWG�94 C,p�tYI M4M:M0 MRS'fFE,C7I YI.L Fp'�IB HWA BE dp41E�lCRo 1E-calEClbIIb. EE,NAA"IIAiIR Ill EEUIEG TONWITAN'il'E LOAD PAIL . 2 Ip 1, ,IN 'ATF11kldS CdNTMY71160YEFt QtS"*M� 1419816.1141E TAELLATL'D N!l a NAILO i ME PP[A�TiII TO R 7UC�?To till W4Ftli Ii70T.' ' TO MATCN'EXIdtNKr ^— EX"WG BONE TO BE �.axD sem' NBu Ct>Eit. RI'PW viliT' - TYPICAL.NOTES EXISTING ROOF TO BE REPLACED SEE NOTES EXISTING BRICK CHIMNEY to REMAIN NEW CONT. RCGE VENT EXISTMG Ill TO BE EXISTMG WOOD STEPS TO BE REMOVED / EXIb'I�HG PORTICO 10 REMAINI AND REPLACED w/ NEW b” P.C. —�l�/ EXIS1�MG WOOD DECK AND \\ FOMATICIN w/ 4" BRICK VENEER I STAI13 FRAP2NG TO BE SOUTH ELEVATION SCALE: 1411211,-V NEW cHIFNEY w) CEDAR SDI TO MATCH EXISTil Vol ROOF NOTE: ALL EXISTING ROOFING LAYERS TO BE FEMOVED DOWN TO ROOF DECKING, REPAIR / REPLACE EXISTING DECKING AS REQUIRED AND PROVIDE NEW 30 YR ARCHITECTURAL ROOF SPWJLES (I) sB LAYER 15«fELT PAPER with ICE AND WATER VII SHIELDS z EXISTING ROOF TO BE REPLACED SEE NOTES ExISTNG PORTICO TO REMAIN NEW 2" BLUESTONE NEW B° P.C. FOUNDATION w/ 4" BRICK VENEER — EA5T ELEVATION 2" BLIEBTONE" 8' PO. FOWATICN IM, `4" BRICK GUARD RAIL BCALF�: i/4°sll•�n NEW ROOF CONOTRZTCH OVER EISTINS ANT. I VENT TYPICAL ROOF CONSTRICTION SEE NOTES ALL TRIM To MATO+ ExIi IN PR(:FILE ) SIZE TCN EXIST. VIP CEDAR $IDING TO MATCH EXBTMG CALOR AS SELECTED BY OWNER DATE ITEM KEY PLAN NO SCALE YIEW gAWlrB OR/.VllryA NDT PABMED BY MEIOFi BBIBUT, 7IAM DG DAT® ANI, Imo. MAY NOT .moi DTiE CONlITIOIn A9�PWMA AT 11E ALL EM97NG SOMME A�'AICGHiNE NYA.NTON An TWY MAY NOT HAVE M nTl.MD MAUD PERT ORGNAL p,3XCMB OR PER m Owl Ni cD 6 11-1 �Lu o_ u Q a�aLu Ija 7Q� � UA 4 Q p0 Q DRING. BY: _ M.RI. CHC. BY: "DtAWMG. PRpAi>3l (Qt i 5 E rA0£cT vlN�rem of nnrat ealeor, aAnl NEVI OR raO.rtOR nE Il �Nn CRAV WQ ANi ci n vncArv® MrY AlAloN RORGdIgION OF TIC COCwA3T! n Allo PA4MEI� Will WltlfI�COI�of T!E MIpRECT Abs DURTo SAR TIRctiITCGTUkL O LTIaln"allTla SURVtYN2a 244' EAST MAIN ST. PATCHOGUE, N.Y. 11772 (631) 475-W49 FAX 478 -Ml X:D! , 2lil I mow DWG TIRE SCALE '4G�I_®° ALL TR EXIST@ 4612 TD.FLF sB Ii. CEDAR MATCH COLOR BT OW 4 2ND FLT t S'-6° NORTH ELEVATION SCALE: I/4"; I'-0° NEW CONT. RIDGE VENT EXISTM ROOF TO BE REPLACED SEE TYPICAL NOTES — WME L1N'6i3'6GM "M W OR= -I11 OZ - 16' CPIFEOelrkb PLATEWe FASTENINI j SCHEDULE B ROIGHO eft FTiAI' il:! RUIR510d6 MR WCOW ,Ilio"EIRE (N ACCORDAIGE 6111.1 IIIXD FF: r:CR6rNIGIY7N 60 per WtArICN FINNED CEILING +LI I1A0 TO RAFIEN¢ , "•.—.. MYtER'X* lit AND PARTITIONS DECKS "�' " �— 40 per 10 per RPS A '1. 5 C D E F 0A6 ..i�,_.. ATTIC* Ofi-I'STC)1AM fl POP AbOVE 3, PITON) 29) per ,10 pet mmle OTHER'THAN 4"4EPING ROOMS 40 pot 10 pet SLEEPIlXl 140" 30 per 10 pet . STAIIR6 -( �I 10 pet GUARD IRAILS AND HAb!lRAILS 2 ,�, (U 2'x4" I, I 1.2 r ror aitle I 4 0' 4.„ (92,Xf 2 2 2 2 REPLACED SEErrait>4 R(v21wa '' ED'' R , —_ I�IIAN oR ,i, G'- -- W� (t S' Fn - IC -C 10,^11 (2)2b6' 4 d 4 4 12'-0' 'll 12 " (2)'i'x6' 5 4 5 4 M RmmoFadxw a EA EMD Or NRMRYA aw 3.'61'''. E'U l rtp U I&A P.31110 &- MW CF 66L 6=0 XN RAT) MINE NOT APPLY TO D0611:151(TAB.E 3236, FIN) C• 0MTROFR31 4EbMlp31'S66G6 a EA ON CF IEADIP:IYIW STSG PPE) D- WEIDER OF 16d NAILS. END -NAILED TNMIi1'AW.ADJAMT KIWA STUD TO END OF FADER e EA. SIDE (TAEll 3.1, P. BW A (TABLE i!IA P. 3I6) E. Nfw CpJWCom • EA BD OF MA)m (TASTE WlP:L„ PIWAN-RE OILIm P- NUPT" OF 1641 NAILS END -NAILED TW;1l11I04 AIDJACI NT JACK STUDS TO END OF SILLS) • EA. 61DE (DOES NOT APPLY TO BOOB;I!i IJ (TA83LE SE, P. 01) A (TABLE 6A PAGE 316) MINIMUM UNIR�IjRM DISTRIBUTED, DESIGN LOADS (REFER TO TABLES R30Ld OF THE RESIDENTIAL CODE OF NEW YORK STATE) h' IJdl!i LIVE LOAD 1DHM LOAD ExrtwoR EALCpNIES ;N� .. 60 per � 10 per FINNED CEILING +LI I1A0 TO RAFIEN¢ , LAW MYtER'X* lit AND PARTITIONS DECKS "�' " �— 40 per 10 per PA6bIOOM "sNICLE'd :PAWS 50 pet ae par plan ATTJC,0 3,E,TfIFaUT STORAE I!`,, (RDOP BELOW 3 PITCH) I0 par 10 per ATTIC* Ofi-I'STC)1AM fl POP AbOVE 3, PITON) 29) per ,10 pet mmle OTHER'THAN 4"4EPING ROOMS 40 pot 10 pet SLEEPIlXl 140" 30 per 10 pet . STAIIR6 -( 40 pet 10 pet GUARD IRAILS AND HAb!lRAILS 200 lbs 10 per �--�'-- ROOF LOADING (LIVE ,r GROUNID 6NOW'LOAD 1.2 r ror aitle ADJUSTMIETITS AS PER TELE FWIS CMe THE 32 pet 15r For �QiD !AI-,Cww of IIF.IU TQ�i' STAJE2 -- EXISTING ROM To ESE cath M� NEW ROOFCONSTRICTION OVER EXISTING ALLOWABLI„II DEFLECTION OF STRUCTURAL MEMBERS (REFER ,TO TASLI.[ !1301.6 OF THE RESIDENTIAL CODE OF NEW YORK STATE) Sr,I1,1j4TLML1!AL MEM ISER p � RAFTERS 4AY110II!I.,OM 5REA1ER THAN 3 ON D WITH NO FINNED CEILING +LI I1A0 TO RAFIEN¢ , LAW MYtER'X* lit AND PARTITIONS 141W FLOORS AND If!LAWERED C'ETLINGS L/360 ALL OTHER 4' ''— I'1111CIVIRAL MEMBERS L/240 . ' EXTERIOR WALLS 6 "M F'1.Ia,6rEROR 61UCCA7 T9WSN N/360 DOWOR WALL6 ” IW 0 LOADS WRH d61TTI..E FNISIEB LR40 CEDAA� 81DING TO MATCH � t�.�).ais�o EXTERIOR WALLli 00 LOADS WITH PLMD(BLE PN%E8 LAW - EXISTIN(rCOLORA9 � } BELECTE'DBY OMNER FJ�,•.L,6PAN LI.I111dd.. 4P'AN FEIGNr e M6RD LOADTr !LWVIVI ME) VSE Thal Ae 61 ITS CO"W Rb GAODW LWL it �3¢TIE 1MV10* W M OSTAMY, Mk=ft MTS 1EFEN di it Ia�1 :: ' nke�wylealc. rppFP.A� rat roe�ae4thx�� ` * _ T�aF e�UlrarL�",`6A61 ca7gx� 1.F TM!'dM� � Il ,wf ^atE w�EnM6a+N1����' ALL TRIM TO MATCH -- /IA2Cri1TE4T1,iElOLt1K/111i6k1IfK1. EXISTM6 NFRORLE Ir•r.,+..Y ---V ,,-,. (SIZE . M2 CEDAA� 81DING TO MATCH � t�.�).ais�o - EXISTIN(rCOLORA9 � } BELECTE'DBY OMNER .� f P — ,•)S— -- EXISTING ROM To ESE REPLACED SEErrait>4 I� --- IL-- EXISTING PORTICO To '' ED'' R , —_ I�IIAN oR ,i, G'- -- W� (t S' Fn - - 1 LJJJS n 1I � �GU4fm RAIL NEWWARP PAIL ,ISI EXI Tm WOOD 6TEP6 TO BE REVVED o W T EW 2' BLWBITq'� ANS¢ FEFLALED wl NE 8 PL, - I w 4" C2C ER NEW P DATION / BRI 41:NE TION { { fOWOk� w) , 0, A* P lAt WEST ELEVATION ro SCALE: I/4"44" (U VI' RO 1i05WLa4R�R:x+.vv wcnnn..N il272KQIIDII _ / ----`—, �A ROI RIF�IIr6I-a8' aedORE.PLAAu 7x4 pLISER - co IIKopeta "II+oi(SEEPW "�+.- _ (2)�v# THRi-pOL�b ���EA.Ew7fi1'P). 29E I;CCtJ,AItTE6�82'oa DETAIL R-13 NSIILATION (Fm mRED), _ R-+ Ito II`Wlmm ORI! II, 4n� LEIIM — *-1 1I4 OE9.Nfi TD. PLATE -- —' — — — . R -I 'II�II,glijf�l,+ 4p� S' tMgT4H EXIST) �SELCTI..1!00N EXISTING RLoP J014T5 To BE fwmiD HE!KWT TO AL004 NEW I IS*:*:W1to.DPkYIUQDD SEE NOTES )" _ I� N ROLE RAFTERS SEE, LPglitlON FA FA IIATRMA'f�N''P84TWUILP�# OMEAX4�6N09'�N1' PF M�TR BATH a Ill112Foe 91 .a OILSIYE68 EXSTWs WALL TO REMAIN EXISTIYq FLOOR FRAMIYs TO Q k1CTICN II =rrj SEB 2x10 FLOOR 2ND FLR FINISH FLOOR REMAIN 3� JI I pLy -ROOK S w, oz0D IIIS76 s IFi" oz. FIRE BLOCIKIYa AS PER NY9 � 9'�� IXISi> ` C 4' 117E °y SLAB UU 6xS WIR M OVER 6 MIL. / P BA RI II.YE7HYLENE VAPOR BAI�IER 4 A-6 BeNEW PLANSR IN f}VIDE 1ER7+ AND SILL SEALER F III)VIDE 5/6' PIA. ANCHOR BOLTS 0 V-0! OD. *0 FAM I Y O w MORE TIAN W ICOM ANY Ox#m,,m D (I;:ChfTN70U8 Epp. MENR?71 OF -T' IBISEDhENT 011h31 S tlIOULSAE UWNE� NID'ETD MREIUI° 12 IIIHICK POURED CoRMTE FaMATICN UXLS (4"0'7- FINISH FLOOR 01 B I CIS HIELP)' 1 7 ' Ix q7" P. CGNC.00MII,lOUS FOOTING UN (2) sb BARS UA' SIM F_ KITCH N LLS TO c 1111M101NSONOS51SVMl DWIL. / EXISTING CRAWL SPACE III A. SILLLONS 3 z i P" ACR SUJ.ON SIk4 SEA4, TOS'FITE;6Ng3.D, . S I,PURE m/ 516" dirt. x10' ANCHOR BOLTS • 3'-0" oa A-6 61M MhK --— .S'Y ®` SECTION A -A_ I I I 1 I INS ASPHALT ROOF SWWSI0 OVER 6+ BU.DNG FELT ATOP IS' PLYWOOD MAT" 36" ICE AND WATER 64E D 2x ROLP RdFTER3 A6 PERPLANS CONCEALED GUTIER LIE UUTH Enm RN LP VERWAL FACE 4 6" PA61 EDGE OF SHNbLES --� 063 ALM CAP (6)6dmus 2x48TID WALL AK' OD -10' EKrBM CDX PLYWOOD SFEAVIG 0570 STRAPPING BY: '51M"5TROT6 TIE' OR AFPRO0W EOWU. RM ISM _(2)2x4 TOP PLATE Wad NAILS �ECTION DETAIL II.Ee rIr-a NEW ASPHALT ROM 811 W4r FIBUILDNG FELT ItoR i' PLYWOOD 6HEATHNG 2x ROOF RAFIER6 AS FER PLANS MIMM = RIDGE BEAM AS PER PLANS 0870 61RAFPM6 BY: 'St"M STRONG TIE' OR APPRWED III (S) Bd NAILS SECTION DETAIL CA -a J 6w.E, POW 4".I'.0 11 41 (*M ARdlD SILL PLATE) EXISTING 611JD WALL III EXTERIOR WEATHWG TO FMI ow STRAPFIG BY: 6MFSCN III TIE' OR APPR00 EQUAL (AAILSLS R-30 NSULATICN ALL TRIM TO MATOH 7x4 pLISER EXISTING M F'RLFILE IL 4 SIZE 0' PLYWOOD 3 SECTION DETAIL R-13 NSIILATION (Fm mRED), _ 5MP6(N MOB` OG STRAi'NCi BY: 1 SMPoO11'BT O TIE" OR ADER APPfI ESWAL DETAIL �SELCTI..1!00N (6)6dmus 2x48TID WALL AK' OD -10' EKrBM CDX PLYWOOD SFEAVIG 0570 STRAPPING BY: '51M"5TROT6 TIE' OR AFPRO0W EOWU. RM ISM _(2)2x4 TOP PLATE Wad NAILS �ECTION DETAIL II.Ee rIr-a NEW ASPHALT ROM 811 W4r FIBUILDNG FELT ItoR i' PLYWOOD 6HEATHNG 2x ROOF RAFIER6 AS FER PLANS MIMM = RIDGE BEAM AS PER PLANS 0870 61RAFPM6 BY: 'St"M STRONG TIE' OR APPRWED III (S) Bd NAILS SECTION DETAIL CA -a J 6w.E, POW 4".I'.0 11 41 (*M ARdlD SILL PLATE) EXISTING 611JD WALL III EXTERIOR WEATHWG TO FMI ow STRAPFIG BY: 6MFSCN III TIE' OR APPR00 EQUAL (AAILSLS Exl61NG SILL To IVAN M ( (2 . EACH_j PLATE) IL EMSTIG FDN7ATION WALL TO R+EMAN 3 SECTION DETAIL A -S ecALE: IWW (Fm mRED), _ SHEARWAI�gi�'L 150t"IE'TRIG DETAIL x» TONE iR TOME ALL *E) Ll TIONsMPAR' OF SEAWAL WW N'V"I IP ON FIVOR MA EIIALL SECCNINWSIRO4BILL TOTDOM AM OR ADEO)AII',I" IBLX*) At JON74 Sd CommLS * yoA. EDGE 4 v=FmD ZaDDop II ATALL 4WINI S OF 67R1,'lllfl: CII.FIM OINVOW Nm x )n0.Y "IM lIFTI@_ MAILIK AND filRAM RG) 4 DET'd f110IDU'.N 1 CORE. I1,UU EDGE 4 FEED ui;7LD D(FN SPLICE LENGTH 2. TAEIILATED SPLICE LS#YATNS ASNME A 8UILDM3 LOCATED M EXPMIIII 0 2. TABLLA19D LOOM AVIS W= CK a FOOT UIA�l MIC*n FOR HEII H INS T�'PL01ATED'IIIITL 1ERA:. LOADS SI BE MULTIPLIED By OMR YR . 5HEAPLUALL SEG 1:;)ETAIL (TYP.) 4. TOP KAM SHALL BE A MINMI OF STIR OR4DE MATERIAL EM8 NR SIMPSON li41:011� 2-Ibd COMMON NAILS FULL NG FOR LENGTH OF MP BLOCYJNG ENDWE LL J 881PSON.iI4.054053 5ECOND '!= HOLD DOWN DETAIL_ NTS IF REQUOMP +M1 ROOF RE0401NBTP".lCTI47N ONLY EXISTNG ,l NEW R70F CONSTRUCTION OVER EXISTING /—COW. RIDGE VENT /-- TYPICAL ROOF CONS'I''uI:OTIGPI �^ \\ POyBIE CEILING I-- ROOF RAFTERS SEE PLAN DOUBLE CI, IW - TS! \�* bIETg-COLLAR TIER SEE NOTES JOISTS— I x4 016" OL. --c; .30 INSULATION 2 1' h" SHEETRX.K X15TING LIVING RM EXISTING BAN ME14d7 IX' - SECURE JOIST TO LEW wl 'TECO"FAOTBER --- Smm 2'KI0" LEDGER wTH 112'01A LAG BOLT NTO H7WE XIE 5TINCs FAMILY RM EXISTING CRAWL 5PAGE: RAKE BOARD MATCH EXISTIG CEDAR SIDING TO MATCH EXISTMG COLOR AS BELEM BY OUNER TYPICAL WALL C045TR ZTICN REFER To TYPICAL NOTES R-13 INSULATION EX15TING ENCLOSED PORCH ADDITIONS AND ALTERATIONS TO THE SMITH RESIDENCE !I 60015 MAIN RD. SOUTHOLD, N.Y. 11971 wI TABLE R301.2(1) of the RES. CODE of N.Y.S. �'. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA w,l... "ROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER CE SHETLD FLOOD , Taft MD EEALY CODES, AH0 AL SUCH CODE6 WILL 9FEWSE THESE DRASRYA. AID LLA M GARAGE N ACCO W.F WITH THEW TOW, STATE CODE DESIGN UNDERLAY.-- HAZARDS Weathering Frost line Termite Decay SNOW DESIGN TEMP REQUIRED D LOAD SPEED (MPH) CATEGORY TEEFOIME MR CHANGES MADE N THE FIELD SIMOI HIS APPIWAL. depth Rb, AIV 9ETS@lRM SPACES AT EEAWIb PARnT M TO LSAT DI EH14M OF A. ALL FOOTW 61141. BEAR ON IWI6TI M SOIL, I TOY PER 6A FT. CAPACITY NWAK 45 120 MPH N A SEVERE 36 1 MODERATE 0 HEAVY MODERATE SUFFO KRAU '3, VALLEYS & PERIMETERS FEMA F REQ. 11111 EXPOSURE B EYAHEERHAS NOT BED OBTAAED. lb NAILWS OF ALL IMTT764S TO FOLLOW NAILING SCHEDU 45 FIR NYS CODE FROVIDED ON T. DOIBI.E ALL J016T6 AR0110 f:FEW M aM ALL PARIITIOIG RANNG PARALLEL TO Dppm, * 16' TREE 16' TREE 16 TREE CONC sua a SINGLE STORY RAME GARAAE GFF = 17.3A*3 1TREE' �o III” TRE: \. a •2� ti L JY� N ,tia >P a Eli O!f- y. ✓ I� �3`O�'-A,•� mow• ��� y' "lj Lrl.• Vel 14" VENT THRID ROOF 12" V 2" V 2" V 2" V LAV. LAV. r� 1 Jj 4° VENT THRID ROOF WC. ROOF I - � EXISTING FIXTURES r TO 6E REMOVED — I I IGELI„LATE LKITCi Il�'NIl'N 8 ISLAND WASHER DWASH4u PLUMBING R16ER DIAGRAM SCALE: KTS. 4' VENT THRU ROOF — CO T21-r�-i, —�2 I -) WOI nL.AV. 1 1 1 — T = �. TO 4" IN. FLOOR BABEMEENT FLOOR 4'I I`r, Ip1 - i�'llI I' JUL 2 5 2005 J I REV' I DATE I ITEM KEY PLAN NO SCALE Yg xy4rVT6i Svc &ASND CN CJtNiPJGR;K fhx.W" ROT Fcv9� BY &f,2 Ok Sff9i r aerK x o>I� nIa, T 13F E "y e=�s-+; IRE �awn'xn..ss aaapr�a_cA: ne rr.& •,� txsT� cau..� eaw."; sue 1c nssce;5U.T nrvcc-c a.Tv kA!' NaT NP\c �ry y� T N.C� CE T.WED 11F i# �� nv..nErrs Chi �c�'-E as+qua g V Lu Lu 4— Q O U OR,WG. BY: M.RI• �• wj Hyl' cvawtWi 'r;Y lW J vw � w a°eG+a_ r:�. i �,•.�� Mitt J q NlV!F W,�yN! ^" k '4' 14 wMkk N %k�6T'N4�4X :M�4 TFbHtieMM'' i1x.M �'k 'ME, WNWk vYn Mtl +'nCt hY4 f4 +k4l,YS'FitlA; 9N'Y J q+},btp.tk hi14'L".l �W r rHR;4'CUtd'. � x`N fra'.W�,rl»^ �U'IhY i9wkf tlFY�SXYnati} yar Yati'p,M.�� WlOn o 6Et1QW o SAI "?c"t Croof O enalnerpina suQvenna 244 EAST MAIN ST. PATCHOGUE, N.Y. 11772 (631) 475-0949 / FAX 475-0361 7'0 THE ShAM milokE GENERAL NOTES: L ALL COWSITHGTION 94U COLEOR4 TO ALL NSW TOW STATE COWT T *0 LOCAL EUU)K W FROY9DE IQ' TYPE '%' FAE CODE 6VffTROX AT CEWNS ABM NEAT INR A10 ON MA16 , Taft MD EEALY CODES, AH0 AL SUCH CODE6 WILL 9FEWSE THESE DRASRYA. AID LLA M GARAGE N ACCO W.F WITH THEW TOW, STATE CODE SO PN DATE 2 ALL FUA1BAG AHD EIECIROAL WDFY, bHM41 COTFOR'i i0 ALL STATE AND IOC+Y CODES 2, AL WO COWED. *V EL I. WbM DF ISM TAKE PfE.CEDBH 041326CALE THESE PROW AM MECNCATIOI6 NAYS EM FF�EWARBO BY OR MDERTIE DOECTION OF THE M9W.#ED AND TO THE W OF 1 SHALL BE N AT ED AS f. THE R✓DeW ED51Q1OWLM AFORIATION AND BEL0,MEET THE WMFE'EIM OF 1W HDU YORC STATE EIMy foaWATION COLSTRCTI%CODE 3. THE A%HIIECT'S APPROVAL APFLBOHLY TO TWA FIRS, &TRC RAL COFFORUN E MTN THE ?a TOW STATE EUIDFW CONSTRICTION CODE THE LAFCHIIECT SRALL NOT BE D. ALL SAPSf.'17 FA6Tem TO BE ATTACHED WIN SIFPdG11 NAILS. TEEFOIME MR CHANGES MADE N THE FIELD SIMOI HIS APPIWAL. u. PRONDE CONINM FUESTOFPM AT ALL CONCEALED SPACES N WALLS, N CEIUIW ATD Rb, AIV 9ETS@lRM SPACES AT EEAWIb PARnT M TO LSAT DI EH14M OF A. ALL FOOTW 61141. BEAR ON IWI6TI M SOIL, I TOY PER 6A FT. CAPACITY NWAK CONCEALED SPACES TO V-0' Y13IICALLY AID 10'-0' 40MMALLY. 6THE CONTRACTORS VAALL F¢VIE4 THE EIITIFE PROW AND NWJ. WING ANY f5. ALL COCREM 64&L EE 3660 P61. AT 26 DAYS MN6'TN DISUfEpANCE6 TO THE ATiBUIQI OF OAR OR AW4W/ B61MPRIOR TO 6TA"M M C OL TIE r.ONIRADTCR & ALL ASIME IESFLNSIBILIY FOR FIELD CHAIGES WHICH I.LCf 6. ALLSMMPAL L0'M TO BE DaU A RR LAPDi N0.2 OR BEM&. E•Ib00O60 AND IbYAlif IidOFt THE CQSTRICTION DOdI.BRS WAR WRiTTENTEiMION RLN THE ARCHITECT / t EwvALT9HT TO FHw Siff. EYAHEERHAS NOT BED OBTAAED. lb NAILWS OF ALL IMTT764S TO FOLLOW NAILING SCHEDU 45 FIR NYS CODE FROVIDED ON T. DOIBI.E ALL J016T6 AR0110 f:FEW M aM ALL PARIITIOIG RANNG PARALLEL TO Dppm, TIE DOW101 OF TIE J%TS, OR AS DES MATED ON THE PLANS. n. ALL tYt' Aft BASED ON "CEOR'a4 PALFC' WP LAM WE LYL 'I 6. ALL HEADM OYH2 DOM AFD SfvM SHALL BE MNPUM 2.2')40' .4' WALLS AND E ALL 8ECiR1CAL WOW SHALL BE SOAPD OF FFE W SWIMIEt ARWYED. WALL A6 PER 3-2HIO' • 6' %w oR Ab DEW A4ATED ON TIE PLAYS. OFFERS DWECTION MY AID ALL NMQIX L TE.EPIM AND,OR TV MWIA MRNG N 9 PRt?JDE 36' NIGHT FLfILFYa LLFFEYfR DEW OR 6100P6 E7KEED W' 9MGRAPE.WALLS FROR TO N6TAI.ATION OF OLLBOAfA. AL TEMPRAR E CLMR7L LLF * SHALL RN CQYPALED N WALL$, FLOORS, ANOAA CEILWA. VERFY ORE,, SWTCN AND LKIFINCs LOCATIONS In OWER FM TO WA LATICN 10. FRONDS DRELT SITED 6MOFE DETECTM N ALL Bmw" AND N AFEA4 ADJACEIT TO a ALL no=MA4W W TW W ME 9*WiW.T WAIE AD WOE aFERNGA MNRFN OF SLEEPING AFEA6, M WELT. AS ON FIRST FLOOR UNAG SPACE AW N THE CELLAR 5.16F CLEAR OFEWNG AND MN HEIGHT OF 24, WIDTH OF 28', SL HEW MAX 44' 1 * 16' TREE 16' TREE 16 TREE CONC sua a SINGLE STORY RAME GARAAE GFF = 17.3A*3 1TREE' �o III” TRE: \. a •2� ti L JY� N ,tia >P a Eli O!f- y. ✓ I� �3`O�'-A,•� mow• ��� y' "lj Lrl.• Vel 14" VENT THRID ROOF 12" V 2" V 2" V 2" V LAV. LAV. r� 1 Jj 4° VENT THRID ROOF WC. ROOF I - � EXISTING FIXTURES r TO 6E REMOVED — I I IGELI„LATE LKITCi Il�'NIl'N 8 ISLAND WASHER DWASH4u PLUMBING R16ER DIAGRAM SCALE: KTS. 4' VENT THRU ROOF — CO T21-r�-i, —�2 I -) WOI nL.AV. 1 1 1 — T = �. TO 4" IN. FLOOR BABEMEENT FLOOR 4'I I`r, Ip1 - i�'llI I' JUL 2 5 2005 J I REV' I DATE I ITEM KEY PLAN NO SCALE Yg xy4rVT6i Svc &ASND CN CJtNiPJGR;K fhx.W" ROT Fcv9� BY &f,2 Ok Sff9i r aerK x o>I� nIa, T 13F E "y e=�s-+; IRE �awn'xn..ss aaapr�a_cA: ne rr.& •,� txsT� cau..� eaw."; sue 1c nssce;5U.T nrvcc-c a.Tv kA!' NaT NP\c �ry y� T N.C� CE T.WED 11F i# �� nv..nErrs Chi �c�'-E as+qua g V Lu Lu 4— Q O U OR,WG. BY: M.RI• �• wj Hyl' cvawtWi 'r;Y lW J vw � w a°eG+a_ r:�. i �,•.�� Mitt J q NlV!F W,�yN! ^" k '4' 14 wMkk N %k�6T'N4�4X :M�4 TFbHtieMM'' i1x.M �'k 'ME, WNWk vYn Mtl +'nCt hY4 f4 +k4l,YS'FitlA; 9N'Y J q+},btp.tk hi14'L".l �W r rHR;4'CUtd'. � x`N fra'.W�,rl»^ �U'IhY i9wkf tlFY�SXYnati} yar Yati'p,M.�� WlOn o 6Et1QW o SAI "?c"t Croof O enalnerpina suQvenna 244 EAST MAIN ST. PATCHOGUE, N.Y. 11772 (631) 475-0949 / FAX 475-0361 m� 7'0 THE ShAM milokE DY/St.T�LE SCALE DATE; JJLY 25, 2005 SO PN DATE FILE NO. m� roM ,M/ CR MHATCNED AREA INDICATES EXISTING RMATION WALLS TO BE MDERPN ED TO A MN. OF Y-0" BELOW FNI51ED GRADE G A A-6 ''V-8 40. T -II' 2,40. 61.3. L 2, 10' , ___- Alv- _ _,—_ 4 _- r'—I L �UNEXCAVATEq I 4'BRCK SIELF r�------------- L--- 4" BRICK �— ---- ------ S'xE' BEAM POCKET I I NEW CRAWL a NEW 2'.6, x Raw" sPArE I----4 SPACE alACCEM TO � W) LT5 BF. VENT POINW CONC. PIER I POST DtXIN TO FCWNDATION STEP FOOTING Tp MATCH OF CAL) NEW D' LONG 5 R> EAR 12' VERTICAL CENTER ER DRILL wd GR30DT Iwo EXISTING FOWATION WALL (TYPICAL) EXISTING CRAWL TAGS POST DO1N TO FC(MATICN EXI5TING CRAWL 5PAGE UNEXCAVATED D' P,- TRENCH _— FOOTING TO 36' v BELOW- 4'BRCKSHELF 4'4" i 5,-021 I. 4'-S' I_Ir Ell D" P.G. TRENCH — FOOTNG TO 36" BELOW GRADE 4' BRICK SHELF — CfbYEHAT ISD ARBA INDICATES EX16TNG FOWDATION WALLS TO BE UIl7WIMED TO A MR! OF 3'-0' BELOW FINISHED GRADE EXI5TINIG CRAWL 5PAGE --10 FIDR ACCESS TO CRAWL SPACE EXISTING BASEMENT UNEXCAVATED T-6' A-5 BRICK SHELF FOUNDATION PLAN SCALE: 1j411=I'-0" A -b UNDERPINNING PROCEDURE L EXCAVATE DOWN AT A 45 DECK A2YxI.E TO V-0' MA FN& GRADE 2. DRIVE ME* HMZ MTALLY BELOW EXISIM FOOTNG • 4'-0'T NIERVA I 5. EXCAVATE AREAS MARED'A', BRACM TEI'IKWRf S M6 AS EXOAVATN N FROOM 4. INSTALL MDERIN NNG COCFETE N AFEM'A' LP TO 3'EMM BOTTOM OF N (ISTwJ FOOGNG 5. *ER 3 DAYS CfVA MEAS IX TIGHT TO INDEFNDE OF EARING, FOORY W M "CONBEXW (AW, OR A°FROVED MAL 6. AF1ER 3 DAYS EXCAVATE AREAS M4010'B' kD FE'lOVE TF.MPoRARY SHL RING. 1. INSTALL WJ BWNM C0 RM N AMM B' IF TO 3' BELOW BOTTOM OF C ASTM FOoTwJx S. AFIER3 DAYS GROIR AFEA'W TIWf TO MOADE OF EXWTM FOOTING C H 'DOt✓BEXtW ClIM, OR APPROVED CLIAL. S. AFTER 3 DAYS, EXCAVATE AREAS MARLED'[' AND MOVE M",ARY SNk RING: PROCEED AS N STEPS 1 x E ABOVE 10, AFIER 3 DAYS, EXCAVATE WASMAMW D' AND F&M 1DT'ORA2Y $ DRNG: FIRMED A5 N S1EP81( S ABOVE. 2T."), 4'-I0' 1 1'-10° 2'40' G Pi M •16" DO PITCHED Iq" PER9 A FOOT — — .,_ ___ __- Q6jp f2 i I,I (712,bIItD_R_ OW HDR (2 24 FOR 2 _Q oc PITCHED tPER I LAUNDR ° ? — /STD 2x°b° I qe �- 'v2x4�05T ,.I I 3• t'I1 1 (l 1 p" z9�u" GP LVL HDR i 13nX10 HDR. - _ Q Qic — _ OO L RE soMT 4 0' - EQ '_ . m i IDW 3 EQ I-- i EO ISI a Foe//nx10 (2n2RAQ R r - __i (3)2x4 FOOT. 2a a - r itla BILL. � 1,K)LL . RCI I.M xe i MATCH EXISTPYo CEILING - -- t1ATCN AND EXISTING RO. SPLAY 111GH w! EX1S'TING RO. 21'•S' I �j ER1CK PAVERS I'-6" A-6 4-5 A � C Lp �`-- --1-6"-----A� FIR5T FLOOR PLAN V.IT' I X.M. A-6 A-5 A-6 A-! ALUM. GUTTER — a�-V-v �7y KEY PLAN —-- f No SCALE BEX10 WDrf BEMI 1 ALU1 GUTTER -- -- — —. — - - — _- -_� THEM DRAWNGS ARE BASED ON CONSTRUCTION HATCFF22 AREA 16 FEW BALI DRAWINGS NOT PREPM BY BURTON, BEN£NDT sd94 PC DATED AND, THEREFORE, MAY NOT (tri%� HDR o (212x10 HDIR I U' fd7oii lYi F4rLH AS BFT!rea . RIDGE REPRESENT THE CONDITIONS AS CONSTRUCTED AT 14 PER F )Or VENT THE TIME ALL EMONG COR IONS SHOWN ARE REYRESENIFD AS SUGGESTIVE RFORMATON AS THEY MAY NOT HAW SEES! TT OETkLED PER OPoGNAL DOCLNENNTS OR'PER THE OWNFIRSTF °n t[; NES)RMATON �GJ 2X6 •Ib` OL. •O CJ 2X6 0116' or-, tit BAT�f (e? $ $ I 2� X8 X16' OL.�;B - - ,SRR 2X8 016" OL_ ; $ A-6 B I F� 2X6 X16° O.G. _ A. RR 2X8 016' OL. A-6 A-6 READING _ S' ''-T b/ —I*TORMAT ROOM _EXIS VF `n ut -- — — — — — — 9nxTm FOR 2nxw IDR X I F= O \\ 2x68 I f—u Cn QC RIDGE ANT Q Z CL. �RNDER6EN BMWL Rul- — —� IR n •0. _ I R 2 EN SKYLIGHT `f' - g -- RR 1XIO. 16" OL. Poi 2Xk0_ • 16' o.C„ I RR 2x Ib ',IL. RR 240 . 16" OL, 1�L. I 4,•S" x 1 IND CJ 2X6. �" I MAHER —r— BEDROOM THRI•BDID TRAY CEILING Lu CL. I I I I "I I ;E ub T-0' i' IDOUBLE JOIST _ p Doug E LIP W IRR f I -- —4 — • — -- — - MI 14"E1 MVIDE CT CREATE 1I - /� — � D O ( CR! 1-TV11 DRWG BY MRI. AREA 2x6 P T — — — — I L- GMC BY TAS STMWNG, PREPARED FOR WE SPECIFIC PROJECT (2) 2x{ POSi / IN)CAIED IS AN NSTRUMFNT OF SERVICE AND THE GLP \ PROPERTYOF BURTON BCNFEroI SNTI NMNGEMONT a1ANrUSEOF W OMN9NG FOR ANY 011 RRO.ECT IS PROHIBITED ANY ALTERATION OR ,OF THIS DOCLIENT Is ALSO PROHNTEDwNHCUT THC WRITTEN COSEW OF THC ARCIITF.CT BEDROOM /EWUDB�ET4� �oR ENCINaR(2) 2X4 FPal(3)2X4 /2I0N 9-I' � I�I�" Imo aN MEw \Post O (3) 2x10 FLUSHHDR � � 'H`Ibbs PAN_ — — C -LINE VOLTAGE N -- - ;s 3) ax4 bURTOn o bthPtnDT o SMIM m ''P DEETEECCTORR((TYP) O --- � L6 .� \� // � �T Iew aIMEY PhrowDE flRCtFFTLCTURt O tndlntLRFnd CRICW 5UMVfYma _-- — 244 EASE MAIN 5T. — — — — — — — — — — — — — —_ — --_ — — — — — --I �j — PATCHOGUE, N.Y. 11772 I — — — — — C . , BEDROOM 2 FI�PLACE (631)475-0349 --_--PL FAX 475-0361 FREACE --/ 2x6° I — J — �� F �• A-6 1�MeFlau w %_ BEDROOM IAl - SD "� H'•2' EliSikYa ROCf FY'T�,x , �N RlXM LAYERS To BE REVIVED DOW o' TO ROOF DECKPYk REPAIR / REPLACE EA MG DECKIFIG Ab rEaAl 40 FWYIDE FEIU 30 YR _�—�- ARCFTIIECIURAL FW 154M,ES (U LAYER 80 FELT _ _ _ —L - -�—AND WATER SHIELDS _ L — --_ — — — — — — — -- — — — — — L _ — _ — DISTRC A g A,::! L — 1 A PROJECT ADDIT IS I XTERATIp14 TO M514111.1 FI DWG T 1f E SCALE: Iq"• 1' -on DATE: JULY 25,2M BD PN DATE SECOND FLOOR PLAN ROOF PLAN —_ FILE NCH SCAZ 1/4"4-00 Sr -ALE: /41I44" A-3 of ooc MEN IW h= NOTES I. WINDOWS IN BUILDINGS LOCATED IM WIND-Wfd'E DEBRIS REGIONS (IZ0 MFH WAND ZOhlE OR UITN W ONE nLEOF THE OCEM4 BAY #QSgfND) 54ALL HAVE GLAZED OPENANA ROTECTED PMil WIND-BORNE DEBRIS OR THE BUILDING SHALL BE DESIGNED AS A PARTIALLY ENCLOSED BUILDING IN, 4CCM442 OATH THE BUILDING CODE OF NEW YORC STATE. GLAZED OPENING F RO1E0110N FOR gANDi DEBRIS SHALL MEET THE FMIREMENTS OF TWE LARGE MISSILE TEST OF ASTM E Ift ACID OF ASTM E ISS6 Z, ALL NEW WANpOUS ARE BASED ON'MWN' CLAD ULTIMATE DOUBLE MING "STORIPIAB IMPACT RESISTANT WINDOWS 3, ALL EXISTING WINDOWS A iE TO BE REPLACED WIM'MARVIN' WOOD TILT PAG DOUBLE HWS WINDOWS NEW CLAIM EY w/ CEDAR EXIBTINYs ROOF TO BE BIDING TO MATCH REPLACED SEE EXIStBYa BRICK CHIMNEY EX16iM63 TrPIC& NOTES i0 £ECONT. RDINT RIDGE — NEW GE VENT - EXBTMG ROOF TO BE - Iii IIEE NOTES NEW CONT. RIDGE VENT EXI6TING RDOF TO BE - REFLACED SEE TYPICAL NM —� ■ii lid■■I �� ■■ ■■■ �■■ �I ■ !■imilli ■■■ I IIIA N�rr� IllMi IiIFETir7 '� AI' ulii =" �,�' I' HI4i:7P.7 01iLr7l VETO BE RENO EMSTIN EXI6TMG WOOD STEPS G PORTICO TO REMAIN AND TEPLACED w/ NEUI O' P.C. EXIST06 WOOD DEO[ AND FO '(\ UNDATION w/ 4' BRICK NEER STAIR IfRAMM TO BE L- -- -- REMOVEDL— — -- J 5OUTH ELEVATION SCALE: 14"=1'-0' NAILINGSCHEDULEA INALGOfDANCEOT14 WOOD ii2AN'ECONSTRICTION MAI" PM EDITICtll JOIST DESCRIPTION R OF C *IICN "L6 NAIL SPACING ROOFFRA MING RAFTER TO TOP PLATE (TOE -NAILED) 9-Sd PER RAFTER GEILWG JOIST TO TOP'PLA1H (TOE-NAILEp) 3-0d PER JOIST CEILING JDISM 70 PARALLEL RAFTER (PACE-NU+ILHD) 6-16d (for 9 pitch) EACH LAP CEILING J016T LAPS OVER PAJRMTIOND (FACE -NAILED) 3.10d EACH LAP COLLAR TIE TO RAFTER (PACE-NMLED) 3.10d PER TIE SLOOKWG top RAPTER (TOE -NAILED) L 2-8d EACH END RIM WARD TO RAFTER (EMD -NAILED) 2-1601 EACH END WALL FRAMING TOP PLATE TO TOP PLATE (FACE -NAILED) 2.16d 1 TOP PLATE AT INT010EGTIQW4FACE-MAILED 4-Ibd SIDE S= TO 61LID.(FAA:E-rWLED). 2-I41 E24-1 FEA{7ERTO�FaADER (FACE -NAILED) I6d DGESTOP OR BOtTCM PLATE TO STUD (END -NAILED) 2-Ibd B01TOM PLATE TO FLOOIIII JOIST, BANDJOIOT, ENDJOIST OR BLOCK6Y�6 (FACE -NAILED) 2-16d 14 PER FOOT FLOOR FRAMING J016T TO 61LL, TOP PLATE OR {wIRDER (TOE -NAILED) 4 -ed PER JOIST 8MDGING TO JOIST (TOE -NAILED) 2.6d EACH END BRIDGING TO JOIST (TOH-NAILED) 2-8d EACH END &4CKING TO GILL OR TOP FLAW (TOE-NAS.HD) 3-16d EACH BLOCK LEDWR STRIP TO BEAM (FACE -NAILED) 3-16d EACH JOIST ,06T ON LgpaeR TO SHAM (TOE-NAG,ED) 3 -ed PER JOIST BAND JOIST TO JOIST (HND -NAILED) 3-I6d PER JOIST BAND JOIST Td 61LL QR TOP PLATE (TOE. -NAILED) 2-I6d 1 PHR FOOT ROOF SHEATHING 67R)GTURN_ PANELS (SEE 6HEAN"I 16CMMC DETAIL) INTERIOR ZONE 6TH D" oz. PERIMETER ZONE ed ("oz. LADLE WALL EDGE ZONE: ed 4" oz. CEILING SHEATHING GYP811'1 WALLBOARD SD COOLERS WALL SHEATHING 6TR)CTURFAL PANELS dD 4" EtJC•E 16- FIELD GYP" WALL BOARD 0D COOLERS l" EDGE / 10" FIELD FLOOR SHEATHING (SUBFLOOR) STRICTLIRAL PANELO P OR LEW GREATER THAN V eD 10D 6" EDC# / U" FIELD 6- EDGE / 6" FIELD 1. NAS.NG R fivifeBUS ARE SAW ON WALL SIEAMN3 NAILS) 0 oA AT TTE PAWL EDC& IF WALLSIWATNWs IS NAILED 5- oA AT THE PAW. PDGF TO OWAN W*Wt CAPACITESXALW. WwRiten FOR STRICNIAL MWeER6 SHALL BE pOBLED, OR ALTERNATE [HECTORS, SACH A6 MAR PLATES, WALL BE USED TO MUVMAN THE LOM PAM 2. WE OU SFEATNSITI IS CGNTIN11M OAR CONWFIED nnB B, TTW TADW.ATED WM OF NAILS WALL BE PERMITTED TO eE FROLICS) TO 1.16D NAIL FER FOOT. NEW Y BLLESTONE NEW 12' P.C. FOUL DATION w/ 4' BRICK VENEER NEW GUARD RAIL i A� L TOM TO MATCH 6!1sTSIG IN PROFILE GIM2£ T,4'IPLATE I°'7' (MATCH EXIST) MAT'OI EXIIIT 4CIDAR Si TO ITCH Ex16TNG 0ILOR AS SELECTED 1h, OWER --•- 2N 2 FLR FW W FLOOR fi 1'-6' (MATCH EXIST) !NSW FLOOR �i6-m EXI6TWA RDOF TO BE NEW CONT. RIDGE V4' rEW CONT. RIDGE YEMT EXISTING ROOF TO BE REPLACED BE TYPICAL NOTES TT�6OUARE -—NEWCaIARDRAIL lk IF EN MATCH I I raw 2- BLUESTONE —1 12' PC. FOINDxm BRICK VENEER NORTH ELEVATION _ J NEW CHIMNEY w/ CEDAR SIDING 1'0 MATCH _ EXI671115 -------- �,, Ns Fi cmTmrTicN Will 2" BLLESTONE —I - NEW 12" PC. OATI 4" -- — -- — --- J EAST ELEVATION SCALE: 1/411.11-0U I NEW O" PC. IOWDATION w/ 4' BRICK VENEER —{ �.T- r,r fi p„ 1 :ONT. RDGE VENT TYPICAL ROOF CON6TRIGTION SEE NOTES I REV. I DATE I ITEM J KEY PLAN APDEITBEN 6KYLRGHT NO SCALE RV 238 THESE Ni ARE CONSTRUCTION NWY.1NGB NOT PREPARW BY BURTON, lRIAaDT 5161!( PC DATED AND, THEREFORE, MAY NOT -CONT. ALIN REPRESENT THE CONDITIONS AS COMPIP4 TED AT GIITrm THE TIME ALL EYJSTNG CONDITIONS SAWN ARE REPRESENTED AS SUGGESPW INFORMATION AS TIfrY MAY NOT NAVE BEEN BILT AND Diii PER IPE ORCHIL DOCUMENTS OR PER PE OWNER'S IIMFORMAIIGJ ALL TRIM TO MATCH EXISTING IN PROFILE G 612E MATCH EXIST. Y)F CEDAR SIDING TO MATCH ExisTNNG COLOR AS SELECTED BY OWER — — — — — — — — — — — — — GLITTERS "WLIAFE COLUMN MATCH EXIST) 0 :e - (D C] DRWG. BY. Ki CHK. BY. TNS NRAW , PRYARSD FOR THE S'ECITiC PRG£CT NOICAIED Is AN NiOF SERVICE. AND PEPROPERTY OF BURTON, BEHRENDT, SM1111 IIFFNGLMENT OR ANY LLE OF THIS DRAWPJC POP ANY OTHER PROECT IS PROHIBITED ANY ALTERATION OR REPRODUCTION OF TNS DOCUMENT S Al SO PROHBRED WITHOUT PE WRITTEN CONSENT OF THE ARCHITECT OR ENGINEER 66S WPM o btfl IDT o SMITH fl Dc"InCTUD[ O N1a1fIrrmir1C1 sUDV[YllTa 244 EAST MAIN ST. PATCHOGUE, N.Y. 11772 (631)475-0349 FAX 475-0361 EK D A I WX'16 I •,: NEW LAIRD RAIL HIM 2' Bl1ESTONE PROJECT ADDITIONS 1 ALTERATIONS NW 12' PC. TO THE SMITH REVINCE FOWDATION w/ 4' BRICK VENEER DWG TITLE SCALE: 1411,1,-w DATE: JULY 25,2M BD PN DATE A-4 10F -�=M•-16�Z�-Itl1S � ii15i:LT� Will 2" BLLESTONE —I - NEW 12" PC. OATI 4" -- — -- — --- J EAST ELEVATION SCALE: 1/411.11-0U I NEW O" PC. IOWDATION w/ 4' BRICK VENEER —{ �.T- r,r fi p„ 1 :ONT. RDGE VENT TYPICAL ROOF CON6TRIGTION SEE NOTES I REV. I DATE I ITEM J KEY PLAN APDEITBEN 6KYLRGHT NO SCALE RV 238 THESE Ni ARE CONSTRUCTION NWY.1NGB NOT PREPARW BY BURTON, lRIAaDT 5161!( PC DATED AND, THEREFORE, MAY NOT -CONT. ALIN REPRESENT THE CONDITIONS AS COMPIP4 TED AT GIITrm THE TIME ALL EYJSTNG CONDITIONS SAWN ARE REPRESENTED AS SUGGESPW INFORMATION AS TIfrY MAY NOT NAVE BEEN BILT AND Diii PER IPE ORCHIL DOCUMENTS OR PER PE OWNER'S IIMFORMAIIGJ ALL TRIM TO MATCH EXISTING IN PROFILE G 612E MATCH EXIST. Y)F CEDAR SIDING TO MATCH ExisTNNG COLOR AS SELECTED BY OWER — — — — — — — — — — — — — GLITTERS "WLIAFE COLUMN MATCH EXIST) 0 :e - (D C] DRWG. BY. Ki CHK. BY. TNS NRAW , PRYARSD FOR THE S'ECITiC PRG£CT NOICAIED Is AN NiOF SERVICE. AND PEPROPERTY OF BURTON, BEHRENDT, SM1111 IIFFNGLMENT OR ANY LLE OF THIS DRAWPJC POP ANY OTHER PROECT IS PROHIBITED ANY ALTERATION OR REPRODUCTION OF TNS DOCUMENT S Al SO PROHBRED WITHOUT PE WRITTEN CONSENT OF THE ARCHITECT OR ENGINEER 66S WPM o btfl IDT o SMITH fl Dc"InCTUD[ O N1a1fIrrmir1C1 sUDV[YllTa 244 EAST MAIN ST. PATCHOGUE, N.Y. 11772 (631)475-0349 FAX 475-0361 EK D A I WX'16 I •,: NEW LAIRD RAIL HIM 2' Bl1ESTONE PROJECT ADDITIONS 1 ALTERATIONS NW 12' PC. TO THE SMITH REVINCE FOWDATION w/ 4' BRICK VENEER DWG TITLE SCALE: 1411,1,-w DATE: JULY 25,2M BD PN DATE A-4 10F NEW CONT. ROSE VENT ■■■ �' ' �■■■ �_ I■�� �■� �_ min' � iTo•..�r��7 �.'_'I_7.'f:✓i77 .%)_�..6BZ17��35!:'Ti7� „',' I,�_ IIlkill EXISTIWwOR13CK C14IP NEY TO BE REBUILT 11. ii4o.-6 r,B . EX18TI G ROOF TO BE REPL62D BEE NOTES EXISTING PORTICO TO R£hIA '6 III GUNA RAIL I —NR 6 AND RAIL �I NEW 2' BLLEBTOW NEW 7!' BLUESTONE EXISTIING W= STEPS TO BE NEW III PC. RB"IOYED AND REPLACED W I FOUNT ATION N/ 4' 121 Ill FawDanoN r,/ 4' BRICK L — — -- — — still v6NEER vem EXISTING ROOF TO BE REPLACW BEE TYPICAL NOTES V'I PIOSTIXNG TIE' :I IPPRDLT:3 f6:IlAL T1' i IF IEWCpiR AT 1' FASTENING SCHEDULE B Fill OPE ING PRAFIING 11115aIREIII FCR III OPP" (N AOCOPDAIQ TIM WW PRATE CONSIR ill MAI" 2M EDInON) DECKS NOTATION 10 pef PASSENGER VEHICLE GARAGES 50 p::1!1Ill ea par plan ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 F . L 10 Per A B C D E F OFNS STAIRS 40 1: 111' 10 par GUARDRAILS AND HANDRAILS 200 1 SIB 10 par 21•0' 2 (1)2"X4' ADJUSTMENTS AS PER TABLE R30LO OF THE 32 P' 1 15 attic to i for 4'-0' 4 (l)2"X4' 111111 611 O)2YA'a W21P S'•0' 8 ON w' JJ4 101•0' 10 (2)2"1 W.0' I2 (2) rW 4- NT8f3t t]F Bd NWLB • EA EIO LF 67RAPF'IY6 (TABLE A1,P.6111(TABLE bA P.3K) B. NEPER OF SLL STLW (0I FLATI(DOE6 WT APRT TO DOM (TABLE 320.11 G NEIBLROF RLLI✓EGH(KI'2. STDG r EA SDE OF IEADER(TABLE 3BC, P)O) D• NtM OF Yd KMA D )4WAW LIR "ADJACBB KM SIO TOGO CF WADER r FA SIDE (TABLE 3.1 P. 51)1(TABLE 6A P. 316) E- WW OF =51 a EA BO OF WAM (TABLE 32F, PJW AOM DELlDR I N1111" OF *d IIAIA DID- ILW Mill ADJACBIT JACK 6111)8 TOGO OF SLUN I EA WE (DOES NOT AMY TO DOOR61(TABLE 3A P.51)1(TABLE 6ARNf 316) MINIMUM UNIFORM DISTRIBUTED DESIGC' II_OADS (REFER TO TABLE R301.4 OF THE RESIDENTIAL CODE OF NEI I YORK STATE) USE LIVE I.I",,i* DEAD LOAD _ EXTERIOR BALCONIES 60 �F 10 pef DECKS 40 I v' 10 pef PASSENGER VEHICLE GARAGES 50 p::1!1Ill ea par plan ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 F . L 10 Per ATTICS WITH STOTAGE (ROOF ABOVE 3 PITCH) 20 I,I: 40 1:'1 F IS) par 10 par ROOMS OTHER THAN SLEEPING ROOMS SLEEPING RIDOIM& 30 1: 111' 10 par STAIRS 40 1: 111' 10 par GUARDRAILS AND HANDRAILS 200 1 SIB 10 par ROOF LOADING (LIVE - GROUND SNOW LOAD 12 pef for ADJUSTMENTS AS PER TABLE R30LO OF THE 32 P' 1 15 attic to i for RESIDENTIAL CODE OF NEW. TOR, STAE) cath 111111 611 EXISTING PEW ROOF CONSTRICTION OYER EXISTING TYPICAL ROOF CONSTPoh: I ION SEE NOTES ATTIC JOISTS _ OSJOII 1dd'�M15A454h9'1d�WPWldIdN7ih5A'li?A'd45'i 54464M1''ii1444S•IP7PfPJ"Pfdll4 liT;.1IIWh'u';1dh41i,i44'lhia at or nowml71NALly 6REETROCK h, SEOm ,LOST TO LEG TECO' FA61M - EEM LW(iR LLNN DIA LAG BOLT • U' C INTO 1.1011512 — ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS (REFER TO TABLE R3016 OF THE RESIDENTIAL CODE OF NEW YORK STATE) STRUCTURAL MEMBER ALLOUAW DEFLECTION RAFTERS HAVING SLOPES GTeEATER THAN 3 ON 12 WITH NO PHINED CEILMG ATTACHED TO RAFTERS LAW INTERIOR WALLS AND PARTITIONS 14/190 FLOORS AND PLASTERED CEILINGS L/300 ALL OTHER STRUCTURAL MEMBERS I EXTERIOR WAILS WITH PLASTER OR 6111000 FINISH Hr -160 EXTEROR WALLS - WIND LOADS Winl BRITTLE Fill L/240 EXTERIOR WALLS • WIND LOADS WITH FLEXIBLE FINISHES L/120 NOTE, L.BPAN LEN6114, 14 -SPAN WEKGNi ,. 7VE Rb L01D 61IALLNF'9f6Ii® TONTAKNAS0.1T'116THECL'M011 A/O CLADON6 LOM6 fOR 1FE 131106E o TIE OETANRYi D9LECTION LMR If1E6L RAKE BOARD MATCH EXISTING, TYPICAL WALL CONSTRICTION REFER TO TYPICAL NOTES CEDAR 811)[14 TO MATO[ VISITING COLOR AS SELECTED BY OWER / I -R-30 INSULATION 144' Tat F1.YU600D FAJBFL.00R a'XB'FLOOR JOISTS I a°X6°CEIL6NG JOISTS-, L Sol Sol- •.- rIF IFI r/Ell SEm JOIST 110 LEGER I EXI5TING CRAWL ITWF BT IR 5FACE DI�AALAG BOOL11'4I o"'' EXISTING BASEMENT NTOHKAEE Ir - SECTION A -A St .E: 1/4RINp-.TTI INSULATION J W CRAWLE5 SPACE A_B RKLE�V- I DATE I ITEM KEY FLAN NO SCALE THESE DRAWINGS ARE BASED ON CONSTRICRON DRAVINGB NOT PRS!AED BY BWTOM BEV(d3LT, °,AYR( PC DAITfl AM, THEEPQRE MAY NOT REPRESCM THE CONJIIION9 A$ CONBTR7C1Ell AL THE TINE. ALL E4 NG CWTIONS &IONN.{AE REPRE�NTED AS SUGpFSRVE I#ONAARON M THEY MAY NOT HAVE BEEN B T AND DETAIM PER TIE ORGNAL )OCH 6 OR LER THE IDV 8 INFORMATION S > F- DRWG. BY: M,R.I CNK. BY: THIS WAINNG, PREPARE -0 FOR THE TFOKRC PROA:CT N9CATED n AN MTRA�IT OF BEBVOE AID TIG PROPERTY OF dWTON, Mari ". NPRINMIAENi OR ANY LL¢ OF THIS DRAWfTG FOR ANY OR61 nIOKT 0 PRO1INED ANY ALTERATION OR REPRCOIICiY]N OF THIS DDCLMENT IS Am PROSTED TYPICAL ROOF CCNBiPolCTION WTT T -E VOTT�COV�T OF THE ARCHIRGT BE NOTES RAKE BOARD MATCH EXISTING bbs CEDAR 811 TO MATCH EXISTING COLOR AS SELECTED BY DINER tm-b (Ml EXIST) 6UUI o bffl MDT o SMITA TYPICAL WALL. 11 RCNHTLCTURLO malts li RLCTION FIBER sUL2VYYl TO TYPICAL NOTESR-13 MION 244 EAST MAINST. NEW GARD RAIL BETM PATCHOGUE, N.Y. 117 72 (631) 475-0349 BUILT UP POOP PITCH AS FAX 47"361 GIDTER 2TC_R�R FdllBN__F_L_O�OR,�y fy6- (hIATCµ EX78T)'�' �—(2) 2X10 6Ill VDITED VINYL SOFFIT m adTCOUMI 4' POURED CONCRETE FLOOR SLAB W/ 6X6 10A0 Will \ l2' BLUEBTOFE FIll FLOOR � /- 4' BRICK VENEER 01-V P FLASHING Z-NIFATm -FFm rri Vi ADDITIDFb I AL'1WATIft TO THE 81IIH REIDBIOE 5O.TOOTN4 DW SCALE: V "rl'-0N DATE: JULY 28, 2005 PID PN DATE FILE NO A=5 1 300YYR IRCN)O1 ROOF6VRYIIE6 (1) LAM VIIELTPA afthICE 40WATERSNEL06 Io' cnX t q0M IIFLYILOOD SNPATINNG RmCAZmot RCGP RAPTETR6 / B' *A (80 PLAO CEtNGAf)1616•li`oa(EEEPL O 2W COLLAR TE613P oc I R•b71'EkiERGRWY,l.6 RA0 6 2MROORCEGRKa R•B / BMBfNT/vm $PACE CELIL3 1 A-6 TO PLATE '•6' (MAH EXIST) - •rr. RENOWN* SEE NOTES ROOF RAPIERS SEE PLAN W, EXIEROR CDX - AT PLATE ALL TRIM TO MATCH V HEIGHT TO ALIGN FEW TAS' DIA TMEADED IWO EMBEDDED B IO' aLUMNR'I�AND CCg6EALED GlT1ERe ILE20D 90TMN PRARLE FA601A TO MATC4'WTNG TYWtUWI%MOPEX 7x4 KIOffR (a OdNASb y IR' CDX PLYWOOD SFOTNNG a'XF' 610.16' � �r���I!' F OC, 14' GYP&IM BOARD ALL W./LLS A CLG UNLESS 24111 4 NOTED Re FJLOCKM • ALL iltUS 4 J X11 ell" W*Ib' or A-6 (M SPAFIMOY: 'I T6U6-FLClOR?A9FLUOR �, 7NDFLRRWp4FL00R thi— JOIE'FJ'4160 FBRF'L WUN6aASPER WS X39'•6' (MATC1IE)d6T) Q 4' P.C. 6LA9 8U 6* 944A 011 OVER b MIL. 1 SECTION DETAIL POLLYEVrLENIE VAPM SARRIER A•6 6LALE P11' -O' 1II' 6 A UNPR 'PROYTDEELD�'AOBILL ,SEALER RB N LL p PF67N0E 0/6" DLA ARNAM BOLTS • 3'-O' OG AND rS) dRAL6 Rk) AWc�RABROR /5TORAGE- 10 ISIG - rrr_ " .W:MW'THANR' p1,Ef.Wft W W& FRNR'FR'F GF T' EIftDFW •Ith 294 6TD WN.I.116' OO. 3rWWN AN6'END WT BRnw Ii :MBH FLOOR 1r TFECI(F'OU(aD corN�rE-wINDAna+1wLL6 r4' a�- .�. --- III ,a4`�P.�CQFIC.CONTRR1ol16FOOTNYaWI'(2)/58AIR8 DRWG. BY: CONTNAW CTN'INDISTURSED SOIL. � u w1 I'.ltiW1'Aic (2L2*Xlr ALG SGL ON SILL SEAL„ TERMITE 64", A-6 Oft* W/ 54' Olt x2' MOOR BOLTS • V-0= MAX BA. POOTMG - •rr. RENOWN* SEE NOTES ROOF RAPIERS SEE PLAN : k(2)2xb AM SILL PLATE 50 dia. 4211 ANCHOR § NEW CRAWL 6PACE SOLT5 a MAX PRAT SLAB 5ECTION B -B SCALE: 1.4Ha1,-O" W, EXIEROR CDX - 30 NXATION ALL TRIM TO MATCH V W"ON MM TAS' DIA TMEADED IWO EMBEDDED B IO' APPROVED EUA. 90TMN PRARLE - (ll2x4TOPFLATE 7x4 KIOffR (a OdNASb �'i�i!'i� � � �r���I!' 41 PLYWOOD 111111Af11u111/11111111111111f1 N1111111 f11111111./N11; f//// 1111 11111 I!�"rr?rr('.irIII'IE'rl'Lr.riElu,�Wrlll 24111 =FOR (NkAN eT aaTN AOTM C AD40WV RlRe'r FLOOR R•B INBLATION J ell" W*Ib' or .� (M SPAFIMOY: W thi— o '1RR1A�� Q 1 SECTION DETAIL � 1' A•6 6LALE P11' -O' 6 A UNPR ,'� Ilk! RB N LL p rS) dRAL6 /5TORAGE- 10 ISIG - rrr_ �j 294 6TD WN.I.116' OO. : k(2)2xb AM SILL PLATE 50 dia. 4211 ANCHOR § NEW CRAWL 6PACE SOLT5 a MAX PRAT SLAB 5ECTION B -B SCALE: 1.4Ha1,-O" 4 SECTION DETAIL I A -i EC261b I'.P-0' fNEBA WALT RXF SINGLES alar d BWLDN3 Mt atop FLY000D SIEATINIYa 2x ROOF RAFIEFO AS PER PLANS CONI RIDGE VENT cm Smo"W Bin 'SMPW N 611M TE` OR APPR)FSD EOIA. RDGE BEAT AS PER PLA14 (S)Sd MALS a SECTION DETAIL R -IB 6NSIlLA11014 J FLOOR JOISTS SEE PLAN TYPICAL FOINDATION WALL / FOOTI WA CONSTRICTION SEE NOTES / 116' (WRAPED AROWD 6LL PLATE) —EXISTING STUD WALL ---EXBTWE)MIM R SIFAmm TO FEMAN -- Of 61RAF5"RYT BY: '61M'" 61FOOa TIE' OR APFRDIW EaK (4) Wd NAILS (2/ EAON EXISTING SILL TO MAN PLATE) OMT16 FOYUAMON WA TOR AIN SECTION DETAIL A-6 SONE, 1'0-0• (F REWFM —2x4 BTW WALL 116' O.C. ----14' E> MVWR CDX FLYINOD BEATING _— 06266TRAPRYa BT, '6f "SIM TE' OR AFF WM EdLAN. —RMWm R -B NNLATION� LSTA 36 116' SRN"ED AROhb (4) wd SILL FLAT) NAW (21 EACH TTPIr_4L SILL oETui PLATE) (Z) 356' ACG SILL ON WL EEA., TEIM S PLD! SURE with 12' dN.x2' ANCHOR BOLTS / 3'-C oc MAX 6 SECTION DETAIL A -b SCALE, I'•I'-0' _ SHEARWALLI: 60METRIC DETAIL ROOF PITCH AS wAb *a IMP BLOCK01 0 Xe ZONE :TER ZONE WALL ZONE) HIM IBEAl" A4 PAIS CP"AAlWU MW NMI I II HI FLOOR PLAAL SOUSE CMWZF#MO6LTore- FLAW aeAOEawmYI,OW4'X 8d CAMBNNAIS14`I=W2 A6b<FED iNpIDOpNlmmMAfAL4cammoFEIRYCIIR£m I' W6Fli'ILEwim 3,02 W RIIVIUMAL MILIG *0 ft~ F MAL 1 .DOItN 1 CO40. NAIL 16'o4IETD14'OG h7--T-EDlI C:7�?!; SPLICE LONGTH 2. TABW.AIED SPLICE LBYat4 ASO A BUILDING, LOCATED M ENA' ft B 2. TABULATED 6PLICE LE%TN6.W'E BAND CH 6 FOOT WALL WEIGHTS FOR ODER Wl!& . N THE TABULATED WIT LATERAL LOADS SHALL BE MLTIPLIED BY 146 SNEARWALL SECS DI: i fill_ (TYP.) 4 TOP PLAIE6 SHALL BE A MNHM OF 6110 GRADE MATERIA. ICAs N1A •b"oc elm BIMPSON PHD'S•AID63- 6EC( D FLOOR HOLD DOWN DETAIL NITS P RIW W1111100 • ROOP IR 40ATFAICTIM ONLY 2-1/d CO' I I ;N 141.'.S • 6'0c FOR W, EXIEROR CDX - 30 NXATION ALL TRIM TO MATCH V W"ON MM TAS' DIA TMEADED IWO EMBEDDED B IO' APPROVED EUA. 90TMN PRARLE - (ll2x4TOPFLATE 7x4 KIOffR (a OdNASb A SIZE 41 PLYWOOD ADI$AN.PJF( I16FTO 40 P WE 24111 =FOR (NkAN eT aaTN AOTM C AD40WV RlRe'r FLOOR R•B INBLATION J ell" W*Ib' or (M SPAFIMOY: W thi— o '1RR1A�� Q 1 SECTION DETAIL � 1' A•6 6LALE P11' -O' 6 � RB N LL p rS) dRAL6 �KCC �j 294 6TD WN.I.116' OO. 4 SECTION DETAIL I A -i EC261b I'.P-0' fNEBA WALT RXF SINGLES alar d BWLDN3 Mt atop FLY000D SIEATINIYa 2x ROOF RAFIEFO AS PER PLANS CONI RIDGE VENT cm Smo"W Bin 'SMPW N 611M TE` OR APPR)FSD EOIA. RDGE BEAT AS PER PLA14 (S)Sd MALS a SECTION DETAIL R -IB 6NSIlLA11014 J FLOOR JOISTS SEE PLAN TYPICAL FOINDATION WALL / FOOTI WA CONSTRICTION SEE NOTES / 116' (WRAPED AROWD 6LL PLATE) —EXISTING STUD WALL ---EXBTWE)MIM R SIFAmm TO FEMAN -- Of 61RAF5"RYT BY: '61M'" 61FOOa TIE' OR APFRDIW EaK (4) Wd NAILS (2/ EAON EXISTING SILL TO MAN PLATE) OMT16 FOYUAMON WA TOR AIN SECTION DETAIL A-6 SONE, 1'0-0• (F REWFM —2x4 BTW WALL 116' O.C. ----14' E> MVWR CDX FLYINOD BEATING _— 06266TRAPRYa BT, '6f "SIM TE' OR AFF WM EdLAN. —RMWm R -B NNLATION� LSTA 36 116' SRN"ED AROhb (4) wd SILL FLAT) NAW (21 EACH TTPIr_4L SILL oETui PLATE) (Z) 356' ACG SILL ON WL EEA., TEIM S PLD! SURE with 12' dN.x2' ANCHOR BOLTS / 3'-C oc MAX 6 SECTION DETAIL A -b SCALE, I'•I'-0' _ SHEARWALLI: 60METRIC DETAIL ROOF PITCH AS wAb *a IMP BLOCK01 0 Xe ZONE :TER ZONE WALL ZONE) HIM IBEAl" A4 PAIS CP"AAlWU MW NMI I II HI FLOOR PLAAL SOUSE CMWZF#MO6LTore- FLAW aeAOEawmYI,OW4'X 8d CAMBNNAIS14`I=W2 A6b<FED iNpIDOpNlmmMAfAL4cammoFEIRYCIIR£m I' W6Fli'ILEwim 3,02 W RIIVIUMAL MILIG *0 ft~ F MAL 1 .DOItN 1 CO40. NAIL 16'o4IETD14'OG h7--T-EDlI C:7�?!; SPLICE LONGTH 2. TABW.AIED SPLICE LBYat4 ASO A BUILDING, LOCATED M ENA' ft B 2. TABULATED 6PLICE LE%TN6.W'E BAND CH 6 FOOT WALL WEIGHTS FOR ODER Wl!& . N THE TABULATED WIT LATERAL LOADS SHALL BE MLTIPLIED BY 146 SNEARWALL SECS DI: i fill_ (TYP.) 4 TOP PLAIE6 SHALL BE A MNHM OF 6110 GRADE MATERIA. ICAs N1A •b"oc elm BIMPSON PHD'S•AID63- 6EC( D FLOOR HOLD DOWN DETAIL NITS P RIW W1111100 • ROOP IR 40ATFAICTIM ONLY 2-1/d CO' I I ;N 141.'.S • 6'0c FOR W, EXIEROR CDX - FLTSDWD BEATIM ars P4D6 V W"ON MM TAS' DIA TMEADED IWO EMBEDDED B IO' APPROVED EUA. RM B(IAAD - (ll2x4TOPFLATE ' (a OdNASb 4 SECTION DETAIL I A -i EC261b I'.P-0' fNEBA WALT RXF SINGLES alar d BWLDN3 Mt atop FLY000D SIEATINIYa 2x ROOF RAFIEFO AS PER PLANS CONI RIDGE VENT cm Smo"W Bin 'SMPW N 611M TE` OR APPR)FSD EOIA. RDGE BEAT AS PER PLA14 (S)Sd MALS a SECTION DETAIL R -IB 6NSIlLA11014 J FLOOR JOISTS SEE PLAN TYPICAL FOINDATION WALL / FOOTI WA CONSTRICTION SEE NOTES / 116' (WRAPED AROWD 6LL PLATE) —EXISTING STUD WALL ---EXBTWE)MIM R SIFAmm TO FEMAN -- Of 61RAF5"RYT BY: '61M'" 61FOOa TIE' OR APFRDIW EaK (4) Wd NAILS (2/ EAON EXISTING SILL TO MAN PLATE) OMT16 FOYUAMON WA TOR AIN SECTION DETAIL A-6 SONE, 1'0-0• (F REWFM —2x4 BTW WALL 116' O.C. ----14' E> MVWR CDX FLYINOD BEATING _— 06266TRAPRYa BT, '6f "SIM TE' OR AFF WM EdLAN. —RMWm R -B NNLATION� LSTA 36 116' SRN"ED AROhb (4) wd SILL FLAT) NAW (21 EACH TTPIr_4L SILL oETui PLATE) (Z) 356' ACG SILL ON WL EEA., TEIM S PLD! SURE with 12' dN.x2' ANCHOR BOLTS / 3'-C oc MAX 6 SECTION DETAIL A -b SCALE, I'•I'-0' _ SHEARWALLI: 60METRIC DETAIL ROOF PITCH AS wAb *a IMP BLOCK01 0 Xe ZONE :TER ZONE WALL ZONE) HIM IBEAl" A4 PAIS CP"AAlWU MW NMI I II HI FLOOR PLAAL SOUSE CMWZF#MO6LTore- FLAW aeAOEawmYI,OW4'X 8d CAMBNNAIS14`I=W2 A6b<FED iNpIDOpNlmmMAfAL4cammoFEIRYCIIR£m I' W6Fli'ILEwim 3,02 W RIIVIUMAL MILIG *0 ft~ F MAL 1 .DOItN 1 CO40. NAIL 16'o4IETD14'OG h7--T-EDlI C:7�?!; SPLICE LONGTH 2. TABW.AIED SPLICE LBYat4 ASO A BUILDING, LOCATED M ENA' ft B 2. TABULATED 6PLICE LE%TN6.W'E BAND CH 6 FOOT WALL WEIGHTS FOR ODER Wl!& . N THE TABULATED WIT LATERAL LOADS SHALL BE MLTIPLIED BY 146 SNEARWALL SECS DI: i fill_ (TYP.) 4 TOP PLAIE6 SHALL BE A MNHM OF 6110 GRADE MATERIA. ICAs N1A •b"oc elm BIMPSON PHD'S•AID63- 6EC( D FLOOR HOLD DOWN DETAIL NITS P RIW W1111100 • ROOP IR 40ATFAICTIM ONLY 2-1/d CO' I I ;N 141.'.S • 6'0c FOR LW 61MPSON HDU6.6O63 FILL LENH . OF SvD ars P4D6 V TAS' DIA TMEADED IWO EMBEDDED B IO' NO CGNMM OR 0010 1E PILLED CM wn+errroorN L"r rlAell 6TW3K1H EPDXY tl ADI$AN.PJF( I16FTO 40 P WE - =FOR (NkAN eT aaTN AOTM C AD40WV RlRe'r FLOOR HOLD DOWN DETAIL m SECTION C -C R SCALE: 1j4""I'-0"' -a- rar .ao •r EXIen1r, PORTICO TO REMAIN REV. DATE I ITEM 5V1 KEY PLAN NO SCALE HESE DRAWINGS ARE SASE) ON CONSTRNCPON DRAW S NOT PREPARED BY BURTON BEHIEa`DT, s TK PC DATE) AND, T4EIEI MAY NOT REPRESENT TE CONDITIONS AS CORSTRNCTED AT TIE IVE. ALL EnSTNG CONDITIONS SHOWN ARE REPIESENTE) AS S GETPW.. TFOAAATION1 AS THEY MAY NOT HAVE SEEN BUILT AHD DETALLED PER TAE ORIGINAL DOCW NTS OR PER THE OWNEEZS NFORIAATION CW. BY: THE MAWNG. PREPARED I OR THE SPECIFIC PROJECT MCATED 6 AN NSTRW.EN! OF SERVICE AND 111E PROPERTY OF WOR BEHENDT, SPAM PFRGEAIENT OR ANY USE OF 116 ORAW1NG FOR my OTHER PROJECT IS RRONBNED ANY ALTERATION OR REPRCDVCTION OF THIS WCNNENT E ALSO PRO16RED WR OT THE WRITTEW CONSENT OF TYE AROMCT OR ENGINEER 66S WPM o WNW o SMITfI n RCMITBCTume O LFIa11TLRRind suRvt:Ylnla 244 EAST MAIN ST. PATCHOGUE, N.Y. 11772 (631)475-0349 FAX 475-0361 0I- NN �J< .o 21 ftmTONIF. ollUellillm NM F r FMATON w/ 4d .. . DATE: BD PIV DATE FILE ND. A • il•� LW += V 1=N tl z W thi— Q 4) �*-O)l i 6 � p U �KCC �j 3 DRWG. BY: CW. BY: THE MAWNG. PREPARED I OR THE SPECIFIC PROJECT MCATED 6 AN NSTRW.EN! OF SERVICE AND 111E PROPERTY OF WOR BEHENDT, SPAM PFRGEAIENT OR ANY USE OF 116 ORAW1NG FOR my OTHER PROJECT IS RRONBNED ANY ALTERATION OR REPRCDVCTION OF THIS WCNNENT E ALSO PRO16RED WR OT THE WRITTEW CONSENT OF TYE AROMCT OR ENGINEER 66S WPM o WNW o SMITfI n RCMITBCTume O LFIa11TLRRind suRvt:Ylnla 244 EAST MAIN ST. PATCHOGUE, N.Y. 11772 (631)475-0349 FAX 475-0361 0I- NN �J< .o 21 ftmTONIF. ollUellillm NM F r FMATON w/ 4d .. . DATE: BD PIV DATE FILE ND. A • il•�