Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
30045-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30240 Date: 06/15/04 THIS CERTIFIES that the building NEW DWELLING Location of Property: 3720 OAKLAWN AVE SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 70 Block 9 Lot 9 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 22, 2004 pursuant to which Building Permit No. 30045-Z dated JANUARY 28, 2004 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 ONE FAMILY DWELLING WITH COVERED FRONT PORCH AS APPLIED FOR. The certificate is issued to ZOUMAS CONTRACTING CORP (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0157 06/15/04 ELECTRICAL CERTIFICATE NO. 86570C 06/01/04 PLUMBERS CERTIFICATION DATED 05/17/04 HI-TECH PLUMBING INC A horized Si nature Rev. 1/81 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. 30045 Z Date JANUARY 28, 2004 Permission is hereby granted to : ZOUMAS CONTRACTING 3720 OAKLAWN AVE SOUTHOLD,NY 11971 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE AND COVERED FRONT PORCH AS APPLIED FOR at premises located at 3720 OAKLAWN AVE SOUTHOLD County Tax Map No. 473889 Section 070 Block 0009 Lot No. 009 pursuant to application dated JANUARY 22 , 2004 and approved by the Building Inspector to expire on JULY 28 , 2005 . Fee $ 1, 364 .40 Authorized Signature ORIGINAL Rev. 5/8/02 �,���- �_ i �,;_ ,; � ,, � ��L•e-lam 2 �►4-� �-- I'gr�n No.6 f L!C, D TOWN'OF SOUTnJL� ?� BUILDING DEPARTMENT TOWN FALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and subinitted to the Building Department with'thi f , i. A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets and usual.;ria topographic features. v' 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 les � iai12/10 of 1% o 5. Commercial building, industrial building, multiple residences and similar buildings id i16a4ations, c. . ficate 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" u uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topogr. ; 1: features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of C ._ )ancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to,dwellij...,$:'5.0 0, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Business-.:: 0.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Photocopy of Certificate of Occupancy-$ 0.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00,Commercial$15.00 Date. 5 _ New Construction: _Old or Pre-existing Building: (check one) Location of Property: 7 o .4 k L A w tJ A i1 Q 0 �T v�� _ . House No. Street Hai.. Owner or Owners of Property: C1 W►A-g (_,ON�1� -T�`��' ( -� i — Suffolk County Tax Map No 1000, Section_ O Block Lot 0 Filed Map. Lot: Subdivision , Permit No. `� D 0 14� Date of Permit. � 0 Applicant: ZOy MANTl�C7iti._ Health Dept. Approval: Underwriters Approval: � _. Planning Board Approval: Request for: Temporary Certificate Final Certificate: }0 (check one) Fee Submitted: $ D C pp is CA z Fax(631; :23 Town Hall;53095 Main Road Telephone( -1802 P.O.Box 1179 Southold,New Y6rk 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 0 O 4 5' Owner: (please print) Plumber: (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 44 ((plum ers'Signature) Sworn to before me this day of 206 V PATRICIA RORRISON Notary PuWI,Stab of New YA Suffolk County No.52-4"50 Commission Expin-s MaroiOr'1. -- � Q ?jU Z�0 S Notary Public, S u ad 1 , County. Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 6/1/2004 375 Dunton Avenue 86570C East Patchogue, New York 11772 (631)286-6642 ; Issued To: Zoumas Cont Corp Street: Lot 9 Oaklawn Avenue Village: Southold Zip: 11971 Town: Southold Section: 70 Block: 9 Lot: 9 Contractor: D. L. T. Electric (L) Lic. # 4966-E Was examined and found to be in compliance with the National Electrical Code. ' ❑ Commercial ❑ NV Defects ❑ Pool ❑X 1st Floor ❑ Indoor 0 Basement ❑ Hot Tub Fx� Residential 0 Det. Garage ❑ Attic X❑ 2nd Floor ❑ Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans ai ` 39 57 44 4 '. Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves ,{;kt 1 1 20 1 30 1 40 1 Furnace on Gas Circulators Smoke Detector Bell Transformer r; 1 1 2 7 1 sMeter Amps Phase UG/OH Jacuzzi Television CO Detector z,ti 1 200 1 / X❑ 1 2 Bldg. Permit: Other Equipment Oamp refridgerator circuit/20amp well Hugo S. Surdi President Rough Inspection: 04/29/2004 Inspector: John McMahon III Final Inspection: 05/21/2004 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. ; BUILDING-PEL, SL I - H (-IL-� 1 Applicant/ Date. Owners Name: 4LIC.�Q s Ce n s (11-a Reviewed: Architect/ _ Date Engineer: AL cc)s'i a- Submitted: / be SCTM #: Q District: I,000 Section: 70 Block: �_ Lot: Project 1 Subdivision Location: 37-1-04yt V Name: T— Sin&le & separate Required celllfication: (Yes/N Rey. Req. Zoning Dismcc I I.ot size: ! U V� Actual: / 3D I (Lot coverage I'roposcJ � Rey. I Req. _/ 1 C > Req. l -� (Front Pard 3 5 Proposed: W{d J [Side Yard �� �iJ Proposed` J [Rear Yard _ � Proposed 6( Project Description: ti4tl a eA� c- AGENCUERMITS Permit REQUIRED FOR REVIEW N•A• ISO YES Number Suffolk County Health Dept. New York State D. E. C. Town Trustees Town Zoning Board approval: ' Town Planning Board approval: Flood Plane Elevation??? Flood Zone: e • K)o S NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 i Wind Speed: 120MPH Seismic Design Category:B % Weathering: Severe i Frost Depth:36" - Termite:M-H — Decay: S-M Design Temp: 11� Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/ RESCRIPTIV FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: YIN FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N ✓- LIVE: Y/N DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N/ LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N,-- TRUSS /N�TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) BUILDING PERMIT EXAMINER CHECKLIST • DATE REVIEWED: / /Os APPLICANT: DATE SUBMITTED: —/—/03 SCTM#DISTRICT: 1,000, SECTION: , BLOCK: , LOT: SUBDIVISION: ADDRESS: CITY: ZONING DISTRICT: CONFORMING? 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 /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at anytime after 7i REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SIDE ACT. SIDE REQ. REAR PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: ARCHITECT/ENGINEER: WATER FRONT? DESCRIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED #): DTE: / /_ PERMIT#: TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or NO DTE: /_/ PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or NO DTE / /_ PERMIT #: TOWN ZONING BOARD APPROVAL: YES or NO DTE: / / PERMIT #: TOWN PLAN. BOARD APPROVAL: YES or NO DTE / 1 PERMIT #: TOWN HISTORICAL PRE (SPLIA): YES or NO NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. _SF)- (_ SF)= SFX $ =$ +$ +$ _ $ 2. ( SF)- (— SF)= SFX $ =$ +$ +$ _ $ 3. ( SF)- ( SF)= SFX $ =$ +$ +$ = $ FINAL TOTAL: $ TOWN OF SOUTHOLD PROPERTY RECORD CARD f�, OWNER STREET VILLAGE DISTRICT SUB. LOT FORMER OWNER N E ACREAGE S ,X, TYPE OF BUILDING RES. SEAS. VL. 3 f FARM M. IND. I CB. I MISC. , Est. Mkt. Value LAND • IMP. TOTAL DATE REMARKS 3 3-L12Z 75 - Zou us If AZZI 0-�) AGE BUILDING CONDITION NEW NORMAL BELOW' ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD Z o Tillable 1 BULKHEAD Tillable 2 DOCK Tillable 3 Woodland Swampland B rush land House Plot Total ! i i i I M. Bldg. Foundation j Bath Extension Basement Floors Extension Ext. Walls Interior Finish Extension Fire Place Heat I Porch Roof Type i Porch Rooms I st Floor Breezeway I Patio Rooms 2nd Floor Garage Driveway Dormer I O. B. _ I Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 10/27/03 Receipt#: 3342 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Cash#: 3342 Total Paid: $10.00 Name: Zoumas, Contracting Corp P O Box 361 Wading River, NY 11792 Clerk ID: BONNIED Internal ID:83076 3oouS�- M-ieoz suaciNc DE". INSPECTION [ -'J FOUNDATION IST [ ] ROUGH PLBG. [ J FOUNDATION 2ND [ ] INSULATION I 1 FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS• DATE IN8PECTOR- pus-ieoz suiwiNc DEPT. INSPECTION [ ] FQUNDATION IST [ ] ROUGH PLBG. [ate] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: S DATE INSPECTOR ^� �iss•isos BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. i [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ) FINAL [ ] FIREPLACE & C I NEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �' � � INSPEC I 765.1802 BUILDING DEPT. INSPECTI [ FOUNDATION IST [ OUGN PLBG. [ ] FO DA 2ND [ ] INSULATION [ R NG [ ] FINAL [ (REPLACE & CHIMN IRE SAFETY INSPECTION 72 REMAak 21 DATE el) INSPECT yes-tsos BUILDING DEPT. INSPETIO [ ] FOUNDATION iST [!] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLA & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARK � DATE �D INSP 7654802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH G. [ ] FOUNDATION 2ND [ ] 1 CATION [ ] FRAMING [_ FINAL [ ] FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE Q INSPECTO FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) y ----------------------------------- 474 --- FOUNDATION(2ND) z O ROUGH FRAMING& PLUMBING r r� INSULATION PER N.Y. STATE ENERGY CODE Ap FINAL ADDITIONAL COMMENTS q-- � L'> O {� z �J m � b � O z r x � d b TOWN OF SOUTHOLD KgLDING PERMII Armit,ti�ivL� ........._ Do you have or need ihe'followiu before applying? BUILDING DEPARTMENT . !AN 1 - y TOWN HALL Board of Health S OUTHOLD, NY 11971 `3-sets-of Building Plans` TEL: 765-1802r Survey PERMIT NO. % Check' Septic Form',`k N.Y.S.D.E.C. Trustees MAs� Examined 1 .) Cont- 20 CQ :�2.�- NTRACTING CORP. .-approved Mail to:PO'Ax ori Disapproved a/c Wading ftdr NY;11792 Phone. .. Building Inspector; Y APPLICATION FOR BUILDING PERMIT Date Z , 200 INSTRUCTIONS _ 1 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 1 bgp b Plot plan showing location lot and of uildings on premises relationship to adjoining remises or public streets or 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 Builduig7Permit,to the applicant Such a permit S 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 a Certificate of Occupancy is i; d by the Building Inspector. 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 demolitiowas:hetein described. ThP 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 ze�ssary inspections. UMAk, ( N.T l.Q cT SSP X40 - (Signature of applicant or name,if a cbrporation) P-0 Ro)a 1�/ tVA4Di^1C- &&.1tid (Mailing address of applicant) 11782 State whether applicant'is owner,-'lessee, agent,'architect,engineer, general contractor, electrician,'plumber or builder n !J 52..1 C_nN"Ca&!_TOfl- Name of owner of premises e�&JMr&)^iTaA(—rt-C- 60 (as,on the tax roll or la est deed) If app�is a corporation, signature of dul authorized officer to (Name and title of corporate officer Builders License No. Plumbers License No. Electricians License No. , Other Trade's License No. - - 1. Location of land on which proposed work will be done: / CZt cti.No c o House Number Street Hamlet County Tax Map No. 1000 Section O Block o9. Lot Subdivision Filed Map No. Lot (Name) State existing use.and,occupancy of premises and intended use ana occupancy ui PriVPU,,VU a. Existing use and occupancy b. Intended use and occupancy Nature of work(check which applicable): New Building Addition Alteration Repair Removal.. Demolition ' Other Work (Description) Estimated Cost- ,T!jVOoo,o J Fee (to be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars If business, commercial or mixed occupancy, specify nature and extent of each type of use. 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 3. Dimensions of entire new construction: Front (11 Z RearZ Depth Height Number of Stories 2 9. Size of lot: Front t Rear 7-tf Depth 37 10. Date of Purchase Name of Former Owner V 6u L,k;lL,S©'�J 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation: re-graded Will excess fill be removed fro r,;,�`' ses :;YES: NO 13. Will lot be re- _ emi 14. �;aures of Owner of premises nn�00 Address Q � Phone No., t[$ Name of Architect s Address '.PhoneNo Name of Contractor M/i'> � ddress `f `^ '" Phone No. wi g`Y S 7D 15. Is this property within 100 feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BEAEQUIRED 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at anypoint on property is at 10 feet or below,must provide topographical data on,survey. STATE OF NEW YORK) SS: COUNTY OF Su d kL3 --Ko 0---, M being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the 60NffT(tAc,—r0, UwN� (Contractor,Agent,Corporate Officer, etc.) ca 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 3 Not Public S ignat ur-e--oF Appfigazt' ' STEPHEN G.REMUZZI,JR. NOTARY PUBLIC,State of New York 02-RE251965 Qualified in Suffolk Co Conunfssion Expires July 312& 5 77 . r. ?..ftrRVE OJP P O R T11-O2 4 n O CM,ff7OLD n VELLXgM D Q WELL = Sup Co N W = r 1000-70-09-09 AIS: 1 "=30' � JULY 1, 2002 ' S027. 27 2002 f wa# Av c. 1 a C AW. 27 ZOoPErr1 t�, '���' ► Jae,. , G, ZCo4. �rev�sCs�G.lj tr►ril1 ���� ` �TTY.,` O YCE 3q 2003 (rev�.senc. w�f! /ac..,) wb/F (VACANT) 29,5 297, ct� ao SUFFOLK COUN'T'Y DEPARTMEN OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A WS o • SINGLE FAMILY RESIDENCE ONLY V � auun2� EKvEL�PE • Cp DATE APPROVED _..�...._.� " rin �.._.�__--- ' FOR MAXIMUM OF ��BEDROOMSf% ^ ' ' ► s �-�� T EXPIRES THREE:YEARS FROM DATE OF APw.ROVAL � - 1� t t -SV* f �M r 7" il Aeby TIIONAL BAN!"C $ rr 40 V I APPROVED IN ACCORDANCE WITH OF i REVIEW DETERMINATION DATED 6 N 161.37' C Z' FE o9FE 13N KIIJSC� Rt L. Wit r A �s r :�nanrs HY N/ DWELLING) A. OF S RWYM N/©/F TEST HALE SLY wzt� By NR1 ,ALL U A COPY '? DAW BWWN LOAM vL ' - T AV 7W LAN: i M1 ;CP / ---- BRQVN SANDY CLAY CL OWWN CLAYEY SAND SC ikr) fC.rwil r 'with the STANDARAS FOR APPROVAL tilELL PALE lweAvN rrNe I'll MEnruN SAW Sp ' IAND .CCNSTRtJ'I~TION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOP SINGLE FAMILY RESIDENCES � a%96 and hitt aiaide by the conditions set forth therein and on the permit to construct. k The tacat4on of wetts and .cesspools shown hereon are p LIG NO. 49018 frig. 'f;etd oioservations and or data obtained from others E P,C- -vations are referenced t- an assumed datum. /, (6 31) FAX:(631) 76�-1797 ` 1230 TRAVELER STREET . SIU THOL D, N. Y. 11971 LOT AREA 14.309 SQ. FT. &AW �t � 7200 pa E NECK ROAD S C wm OR FORMMY e RO a DEM ,Oya Grp+ 139.78' r� Q N B?37�10`E XE �Ao o > J 4 w R1 5 7' • to l J O d w h _4, 0 PIPE 2 t 161.37' 5 8237'10`w ON FLY N� ��I� � WIGE ww OR F .Y RpeE w A MURPHY T 2-16-2004 FOUNDATION LOCATION m ot#K I=onsi$ 4 rt:Ni MOWN FWM m sAMlotiM 10 M Fnorrar�r UM AW Fats A~ AM= ANO wE 00 POW=AN WT JOB No. 03-517 FILE No. 830 F Kom m am 1NE awmm of FIMOta, Kww WMAX roots. PRIM RAAft NW&i1°0N" TO lUtOM ON My~0 WMUC L SURVEYED FOR UWAIMMM AI.1GMM Olt A100M 10 mS SUKAY d A MaAM OF$71011 Iso/ OF 1NE �vwx nuE a1r{osm Lm GuAr'Nltm 1a101s®mm rink IMM W&Y 10 m Pumm FM 0lam 1H[ SITUATED AT SOUTHOLD SOW rt F1�1AM0.Alp ON Na Mint 10 m MA O0WON. SOtlslOMM ASOICY AMO ubaw":RIMA UM NEW4 NO 10 1N¢AalraEs at IM L rowan= AM NOr nWWW E m AW"MW 80MOM TOWN OF SOUTHOLD, SUFFOLK COUNTY. N.Y. corks CF TO URSY WP WN MWAW nr UM MAW" MW WL ON SCALE 1` — 40' DATE 1-22-2004 e�ML 1t1 L NOS W aoNsmm 10 st A wo ME cwt FILED MAP No. DATE CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-70-9-9 DISK 2003 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 r 1866 WADING RIVER—MANOR RD. WADING RIVER, -. NEW YORK. 1T792 N.Y. LIC. No. 048992 631-929-4695 HAROLD F. TRANCHON JR. PENN. LIC. No. 2115—E LOT AREA 14.309 SO. FT. �titsa, Y 60 NTC. J 8 8 ow oft FOJ1LY GApD1 eoVvAD & OEM 'oyCE 139.711, 39.78 O N 82►37'10"E 1 RPE in t CE 26.a �z p � O Ol a 43.6' sr m c � c p t•�i -ale72.5 7' �'I 'z- IV 24' PIPE o t� z 42 161.37' t.� S 823710� FOGY oR Now Y L OR ML"tp Y MARGgqEr A. NOTE: CESSPOOL, SEPTIC TANK.AND WELL LOCATION BY OTHERS IW owiO+er aF iaO+►of rays NO ON asenrM 5-6-2004 FINAL SURVEY w MOM F AW. M°r awm APE Nor APAWEm. 2-16-2004 FOUNDATION LOCATION mE @AEI (a orrmm"a wownOroN PIIOM rf sn�ucn W'0 rw pMpMY W� M ME Rr s OMM Rss�OE me uE Am rowan NE M T JOB No. 03-517 FILE No. 830 F mmm mm an a or MOM Im im rats.FOOUL rig= ES dt KRISTINA GROCE Pux, ##MM mane,o MULDw 00 wr ama O01i1"0"0M SURVEYED FOR MARTIN HUGH Wan" l=^.,M= W MMM M rs UMM r A NOIAnoN OF SW" 7W OF IM t "M WX MMM" uw. sWwnrss vM== H�OVAL ON aLY m TME MOM Fold W=W SITUATED AT SOUTHOLD Oo tsar Ownunas Mo MWK Me 10 IM No�OF IW ursr r oK suMwRm mw wr r mwuwmw m mwnmL lsnw rom TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. °N O�e�tslfr°ate SCALE 1' = 40' DATE 1-22-2004 ��WL IMAL Wr K C@NN Wr MOM 10 t A 0►-anaan MW WL w DATE FILED MAP No. CERTIFIED ONLY T0: TAX MAP No. (REF ONLY) 1000-70-9-9 DISK 2003 WELLS FARGO HOME MORTGAGE COMMONWEALTH LAND TITLE INS. CO. HAROLD F. TRANCHON JR. P.C. MARTIN HUGHES do KRISTINA GROCE LAND SURVEYOR P.O. BOX 616 ANOR�9 WADING RIVER,1866 WADING RIVER-4 NEW YORK, N.Y. LIC. No. 048992 631-929-4695 HAROLD F. TRANCHON JR. PENN. LIC. No. 2115-E FT GENERAL NOTES ', 1.THE ARCHITECTS CERTIFICATION APPLIES ONLY TO DEMONSTRATING THE DESIGNS CONFORMANCE TO THE BUILDING CODE OF THE STATE OF NEW YORK. �tii, , RIDGE VENTS-TYPICAL 2,ALL MATERIALS,ASSEMBLIES,CONSTRUCTION AND EQUIPTMENT IS TO BE IN ACCORDENCE ; '' WITH THE BUILDING CODE OF THE STATE OF NEW YORK AND MANUFACTURES INSTRUCTIONS. 3.VERIFY ALL DIMENSIONS BEFORE AND DURING CONSTRUCTION, NOTIFY ARCHITECT OF DISCREPANCIES.DO NOT SCALE DRAWINGS. 12 in 12 — — — — — — — — — — — _ _ 4.DEVIATION FROM THESE PLANS,UNAUTHORI2ED DUPLICATION OR REUSE WILL NEGATE _ ARCHITECTS CERTIFICATION AND IS A VIOLATION OF NYS LAW.DRAWINGS ARE THE COPYRIGHT _ OF THE ARCHITECT. SECOND FLOOR 5,THE ARCHITECT IS NOT RESPONSIBLE FOR THE DISCOVERY,PRESSENCE,PREVENTION, LyATE HEIGHT — REMOVAL OR HANDILING OF ASBESTOS,HAZARDOUS MATERIALS,GASSES,FUMES,MOLD AND ,,.., .. as }..i•. OR MILDEW. - R 7OF TI!4E El ❑ ■ TECHNIQU S,SEQUENCES,PROCEDURES OR SAFETY PRECAUTIONS AND.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION, �PROGRAM NDS, 1 _ CONNECTION WITH THE WORK THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ERRORS OR "b0 ^`i.AYE, OMMISIONS OF THE OWNER,CONTRACTOR OR SUB-CONTRACTORS. 7.THESE PLANS ARE OF LIMITED SCOPE AND ARE INTENDED FOR USE BY EXPERIENCED _ OWNERIBUILDERS FOR CONSTRUCTION ON OWNERS PROPERTY WITH FINAL SPECIFICATIONS _ SELECTED BY THE OWNER.THE ARCHITECT,NOT CONTRACTED TO CONTROL THE SECOND FLOOR —— —— — — ——————————— — CONSTRUCTION PROCESS IS NOT RESPONSIBLE FOR ASSURING THE FINAL AS CONSTRUCTED ——— — — — — ——— — — —— BUILDING AND SITE IS IN COMPLIANCE W ITH ALL BUILDING CODES,LOCAL LAWS,REQUIREMENTS OR SUITABILITY FOR A PERTICULAR USE.THE ARCHITECTS LIABILITY TO OWNER OR ANY THIRD PARTY IS THEREFORE LIMITED ONLY TO THE FEE PAID FOR SERVICES RENDERED. ^ n t` ❑ ® ❑ Ll ❑ S.USE THESE DRAWINGS INDICATES BINDING ACCEPTANCE OF THE ABOVE CONDITIONS AND NAILING /E�RTI + F+—''71,,4 Of ! ARE A PART OF THE AGREEMENT WITH THE ARCHITECT. r ILto G « r A-4 r .r NS ®® R301.2 DESIGN CRITERIA:VALUE R301.2.1 WIND LIMITATIONS: i GROUND SNOW LOAD 145 PSF DESIGN LOADS FOR WINDOWS AND fl C BASIC WIND SPEED 120 MPH DOORS SHOWN SHEET A-S FIRST FLOOR SEISMIC CATAGORY C R301.2.1.1 WIND DESIGN CRITERIA ELEV: WEATHERING SEVERE THIS BUILDING HAS BEEN DESIGNED FROST LINE DEPTH 36"MIN. PRO `� TERMITE PROBABILITY MOD/HEAVY '., ITH THE FOLLOWII GAP REFERENCE FOR BASIC WIND GRAD DECAY PROBABILITY MODERATE ICESHIELD REQUIRE UGGESTED SPEEDS OF 110 MPH AND ABOVE t +r_ rte+•r C.�., ri,.� t f i q , p, ra. (ENCLOSED BUILDING)AFSPA �IJk` fKA TE I ~ F� Q `� WOOD FRAME CONSTRUCTION t`'L. �f [ �FLOORHAZARDS N/A l DESIGN LIVE LOADS PSF'DEF. MANUAL(WFCM).120 MPH ZONE ^ — NON SLEEPING ROOMS'40 LI360 THIS BUILDING IS INA WINDBORNE "t �t,' �'`t L' I DECKSSLEEPING ROOMS 4O Lr" PER1.1360 T HE REQUIREMENTS OS REGION.GLAZED PF OPENINGS ATTICS WITH STORAGE 20 LI240 ARE REQUIRED TO BE PROTECTED AS FRONT ELEVATION L- - _ I_ - _ _ _ - _ I_ _ - _ I._ - _ �ER / S r~ - I ATTICS NO STORAGE 10 La40 '- _ _ STAIRS 40 L1360R301.2.1.2.SEE SHEET A-5 " 1-77j , j'�VCA �7 GUARDS/RAILS 112001§AT TOP R301.2.1.4 EXPOSURE CATEGORYS: t"� t "R; E k'yr,E E D 010 OF 1% I i:--Aice['. DEAD LOADS ARE BASED ON ACTUAL NORTH B SOUTH B P r} KI C,Y MATERIAL WEIGHTS OF ASSEMBLIES EAST B WEST B ROOF SNOW LOAD AS PER ASCE 7 DWELLING IN SEISMIC CATAGORY C IS MIN.ABOVE STRUCTURE WITHIN 10' { ,.,a i+I � FLUE MIN OVER ROOF AND 2145 PSF(0.7)(1)(1)(1)=32 PSF EXEMPT FROM SEISMIC PROVISIONS i,. ) IL A i-^r 0' RIDGE VENTS s'HSI i 'E r - BUILDING AREAS: SQFT 4.5+ in 12 I ,� rl ��� � MATCH RIDGE ; FIRST FLOOR LIVING 1 1,814 _} PLUMBING SECOND FLOOR LIVING 11,097 A'..i. PLUMBING WASTE TOTAL LIVING AREA 2,911 .-L R I INFS NEr['j OPEN TO BELOW 27 12 in 12 r °;'`a COVERED PORCH 200 APPROVED AS NOTED ❑ s [� RAFTERS 1111111 ON Approximate gross floor areae based on nominal material dimensions. DATC+�B.P.>! TOP OF FJ AND SUBFLOOR - living areae include Real floor stairs if finished floor areae be the outside / of house exterior walls and to one half o1 garage or open to below walls. �!f RAFTERS BEAR ON TOP LATE Garage area Includes one half of house walls to outside of garage exterior FEE: /• �Y• /—"v 4 In 12 walls.Second floor open to below sly includes stairs below.Decks and 4 In 12porch areas are from exterior walls to outside edge of deWporch. NOTIFY BUILDING DEPARTMENT AT ' 765-1&9 8 Awl TO 4 PM FOR THE y 5 FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED (j FOR POURED CONCRETE h ROUGH - FRAMING a PLUMBINGEl- 2. eric Nicosia 3. INSULATIONgo i RE0 ARcy AF-40ITEGT 4. FWAL - CONSTRUCTION MUST /�''y1 +c`' i�'F SNC' —e\J` 414 Main Street,Suite 203,Port Jefferson,N.Y.117 ''C•i �G BE COMPLETE FOR C.O. s IES < S ;� Twww.edenioosio.com,,E ail:aridCericni2 sa. I, ALL CONSTRUCTION SHALL MEET THE I S R E 0 1,- OF REQUIREMENTS OFTHECODESOFNEW I I ( I I OAKLAINN AVENUE YORK STATE. NOT RLF:5P0.NSIBLE FOR Z8 SOUTHOLD, N.Y. v - DESIGN OR CONSTRUCTION ERRORS. .,, j - - - - - - jw� A .: :�� C NOTES 4 ELEVATION5-1 RIGHT ELEVATION Job#:040050 Scale: 1/8"=1'-0" I r- - - - - - - - - - �- DO NC.T �! r E_� i-;4+OOTINGS TO UNEXCAVATED SOIL � A-1 jTAMIN(-11 • e ,— � � � �°'� `�` Date: 1/21/04 By: E.N. Rev: ELEVATION REFERENCE NOTES R325.1 Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. RIDGE VENTS R613.5.1 Window and glass door assemblies shall be anchored in accordance with the published manufacturers recommendations to achieve the design pressure specified. Mullions shall be tested by an approved testing laboratory. Maximum mullion deflection=L/175,Mullions shall be capable of resisting a load of 1.5 times the design pressure loads. R703.1 The exterior wall envelope shall be constricted in such a manner as to prevent the accumulation of water within the wall assembly by providing a water resistive barrier behind the exterior veneer as required by Section R703.2. between Vent clearance.n minimum of a thinch(25.4 mm)space shall be provided between the insulation and the roof sheathing at the location of all vents. R901.Roof assemblies shall be installed in accordance with this code and the approved manufacturers installation Instructions such that the roof assembly shall serve to 13 protect the building or structure.Flashings shall be installed in such a manner as to prevent moisture entering the wall through the joints in the coping,through moisture permeable material,at intersections with the roof plane or other penetrations or changes in slope.Roof coverings shall be applied in accordance with the applicable provisions of this section and the manufacturers installation instructions.Underlsymentt shall conform with ASTM D 226,Type I,or ASTM D 4669,Type I.Self-adhering polymer ®® E73 ❑ modified bitumen sheet shalking,a with ASTM D AST Asphalt shingles shall have self-seal strips or be interlocking,and comply with ASTM D 225 or D 3482.Fasteners for ®® asphalt shingles shall be galvanized steel,stainless steel,aluminum or copper roofing 70nails,minimum 12 gage shank with a minimum 3/6-inch diameter head,Where the roof sheathing is less than 3/4 inch Glick,the fasteners shall penetrate through the ® sheathing.Fasteners shall comply with ASTM F1667.Asphalt shingles shall have of six fasteners per shingle. Underlayment shall be applied shingle fashion,parallel to and starting from the save and lapped 2 inches,fastened sufficiently to hold in place.End laps shall be offset by 6 feet. In areas where the averagedaily temperature In January is 25d or less,an toe barrier that consists of a least two layers of underiayment cemented together or of a self-adhering polymer modified bitumen sheet,shall be used in lieu of normal underiayment and extend from the eave's edge to a point at least 24 inches inside the exterior wall lure of the building..Underlayment applied in areas subject to high winds greater than 110 mph shall be applied with corrosion resistant fasteners in accordance with manufacturers installation instructions.Fasteners are to be applied along the overlap not farther apart than 36 inches on center.Flashing for asphalt shingles shall comply with this section.Base and cap flashing shall be installed in accordance with manufacturers installation instructions.Base flashing shall be of either corrosion-resistant metal of minimum nominal 0.019-inch thickness.Cap flashing shall be corrosion resistant metal of minimum nominal 0.0194nch thickness.Valley linings shall be installed in accordance with manufacturers installation instructions before �— — — — — — — — — )_ _ J applying shingles.Closed valleys(valley covered with shingles),valley lining of one ply of smooth roll roofing complying with ASTM D 224 Type 11 or Type III and atleast 36 inches REAR ELEVATION (914 mm)wide or valley lining asdescribed in Items 1 and 2 above shall be permttted.Specialty undedayment complying with ASTMD 1970 may be used in lieu of the lining material.A cricket or saddle shall be Installed on the ridge side of any chimney greater than 30 inches wide.Cricket or saddle coverings shall be sheet metal or of the same material as the roof covering.Sidewell flashing.shall be by the step-flashing method.Other flashing against a vertical front wall,as well as soil stack,vent pipe and chimney flashing,shall be applied according to asphalt shingle manufacturers printed instructions. 4.5 in 12 i ELEVATION CONSTRUCTION NOTES match ridge ROOFING:8 NAILS PER SHINGLE ASPHALT/FIBERGLASS ROOFING SHINGLES AND ACCESORIES-SEE CODE NOTES ABOVE. ALUMINUM GUTTERS AND LEADERS TO SPLASH BLOCKS OR DRAINAGE AS REQUIRED ❑ TRIM:WHITE ALUMINUM CLADING.RAKE TRIM:1X2 ON 2X6,SPACE FOR SIDING. FASCIA:2X6.CONTINUOUS VENTED VINYL SOFFITS. SIDING:VINYL SIDING AND ACCESORIES,WINDOW/DOOR DRIPEDGE,FLASHINGS, 12 In 12 TAPED TYVEK HOUSE WRAP.VINYL SIDING TO CONFORM TO ASTM D3679. 4 in 12+- 4 In 12 APPROVED U.L.LISTED FLUE CAP AND COLLIER WITH SLOPED STAINLESS STEEL CHASE CAP. CHIMINYS/FLUES TO BE T-0" MINIMUM OVER ROOF AND 2'-0"MINIMUM HIGHER THAN NEAREST STRUCTURE WITH IN 10'-0".CRICKETS AND FLASHINGS AS ❑ ❑ REQUIRED IN R808. P1 eric Nicosia A'4C \g �c ;_� �o tii� ARGNITEGT 414 Main Street,Suite 203,Port Jefferson,N.Y.11777 Telephone:(631)9N3.4458.Fax:(631)928.9543 0www.ericnicosia.com.Email:eric(i$ericnicosia.wm OAKLAWN AVENUE , Z_ — SOUTHOLD, N.Y. '5 75 Q� NOTES 4 ELEVATIONS-� E ' Job#:040050 Scale: 1/8"=1'-0" LEFT ELEVATION A-2 f Date: 1/21/04 By: E.N. Rev: FOUNDATION NOTES: R323.1 In areas subject to decay damage and at wood in contact with the ground shall require the use of approved pressure preservatively treated or decay-resistant lumber. R324.3.1 Treat cut ends,notches&drilled holes in accordance with AWPA. R324 Subterranean termite oontrol.Tormite shields,Pressure preservatively treated wood in 62'-0" __ accordance with the AWPA standards and or termite-resistant wood.Chemical soil F - -- — - treatment may also be nessasary depending on site conditions. 12,_0" _ 21'-4„ 17-0" DRoaR401.3 Drainage.Surface drainage shall be diverted to drywalls or other approved SLAB 6., 11,��� -' ___� i AT RAILING �_ +-VERIFY DIMENSION REQUIRED point of collection not to create a hazard.Lots shall be graded so as to drain water m- AT —rGUARD AB away from foundation walls a minimum of 6 inches within the first 10 feel or swales —� --FOR STAIR RUN BASED ON shall be provided to ensure drainage away from the structure. FINISH GRADES i HANDRAILS .n oI ,, ,2` I I PITCH 4"P.C.SLAB TO 4"C.I. R401.4.1 Geotechnical evaluation.In lieu of a complete geotechnical evaluation,the � I I � I O R i UP i� load-bearing values in Table R401.4.1 have been assumed.Compressible or shifting, �—� DRAIN TO DRYWELL-SET (3)1-3/4"X11-1/4" I v I < P.C.STEPS UP sots shall be removed in conformance with R401.4.2 — — — — — — — — I 2.0E LVL GIRDER I — R403.1 5/8"ANCHOR BOLTS 48"O.C. — — T'R t r'T SLAB 6"BELOW DOOR SILL — - --7 F ____ - - - - - — ASSUMED SOIL GEARING OF 2,000 POUNDS PER SQUARE FOOT APPLIES TO - - - �-3PLv BEAMPocKET �068� , THE FOLLOWING CLASSES OF SOIL MATERIAL ONLY:GW,GP,SW,SP,SC,GM,GC. V U U \ I NOTIFY ARCHITECT IF SITE CONDITIONS VARY FROM ASSUMED CONDITION. O O � W I R402.2 Concrete.Materials used to produce concrete and testing thereof shat comply F� I &CEILING io I with the applicable standards listed in ACI 316 or ASTM C 1157.Reinforcing steel and F (3)1-3/4"X11-1/4" installation to be in conformance with ACI 318.Anchor bolts to be inconfonnance with BASEMENT ( � ASTM 307 r F- 2.0E LVL GIRDER— ' 1 4"THICK 3000 PSI PC SLAB ON e- - - -p i _=- �o SAND BASE OR SUBGRADE 0 `? L T-2" T-2" i MINIMUM CONCRETE COMPRESSIVE STRENGTH:3,000 PSI C 28 DAYS. Ox' o T 2" I CONCRETE AT BASEMENT FOUNDATION WALLS,EXTERIOR WALLS, U. PORCHS,STEPS AND GARAGE SLABS IS TO BE AIR ENTRAINED.IN i a a CONFORMANCE WITH ACI318.NOMINAL SLUMP:WALLS 6,SLABS 5. 8,-8„ C ( R403 Concrete Footings shat be supported on undisturbed natural soils.All exterior - I 9 I 8'-8" 8'-8" 8'-8" 8'-8" oS 8'-8" 8'-8" I footings shall be placed at least 3'-0"minimum below grade.The top surface of footings I o shall be level.Changes in elevations and ajacent slope requirements shall be in (3)1-3/4"X11-1/4'2.0E LVL GIRDER L _ _ _ _ _ _ _ _ _ _ _ _ _ _ I _ _ - I- _ l _ - _ _ f _ _ _ _ 1 - _ _ _ _ I ;p conformance with R403. N SII 13PLV BEAMPOCKET L (3)1-3/4"X11-1/4" L —U 3PLY BEAMPOCKET I `f i 2.0E LVL GIRDER R R404.1.Backfill Foundatb Walls shall be constructed as set forth in section t and w I 3.5"DIA.APPROVED STEEL COLUMNS ON 2'-0"X r-� ACI 318.Bait shall not be placed against the wall until the wall has sufficient ci O ;I strength and has been anchored to the floor above,or has been sufficiently braced to 2'-0"X 1'-0"POURED CONCRETE FOOTINGS I�.� O x W d I a prevent damage by the backfill.Such bracing is not required for walla supporting less than 4 feet of unbalanced backfill.R405.1 Foundation Drainage.A drainage system is J �®'W__ i�I II, ��\ not required when the foundation is installed on well-drained ground or sandgravel /^ ` O t mixture soils according to the Unified Solt Classification System,Group I Soils,as r E,.- p g Z J ? detailed in Table R405.1.Other soils require require drains in conformance with R f f 1 R g LL o 405.1 around all concrete or masonry foundations that retain earth and enclose 5fa"TYPE X ,°� habitable or usable spaces located below grade. x S GYPSUM BOARD y a 2 - - TO 3'FROM i a BURNER R406.1 Foundation dampproafing.Except where required to be waterproofed by Section R406.1&2,foundation walls that retain earth and enclose habitable or usable 8"THICK 3,000 PSI AIR ENTRAINED CONCRETE I I.=- — — — — — — -- I spaces located below grade shall be dampproofed from the top of the footing to the `° I 8"X18"WIDE CONTINUOUS,KEYED P.C.FOOTINGS 38'-8finished grade by applying one of the listed dampproofing or waterproofing materials listed in Section R406.In areas where a high water table or other severe soil-water 5/8"ANCHOR f30LTS 48"O.C., I I v R403.1 5/8"ANCHOR BOLTS 48"O.C. q conditions are known to exist,exterior foundation walls that retain earth and enclose — — — — — J ih M habitable or usable spaces located below grade shall be waterproofed as per R406.2 — — — — — — — — — _ — — — — — — — — R407 Steel columns.All surfaces(inside and outside)of steel columns shall be given a ¢ shop coat of rust-inhibitive paint,except for corrosion-resistant and coated steel. uh 2 2xs PPT e Q 2 zxa PPr ` Approved manufactured corrosion-resistant,coated steel columns with top bearing q i o' 1,011T-6" 8'4" T-0" � 8'-0" T-8" 1'-0" } � ' plate shall be bolted to the girder and the bottom with any adjustable threads on bearing plate embeded in the concrete slab. DECK/PORCH GIRDER POST TO FOOTINGS: (2)5/8"GALV.BOLTS/NUTS/WASHERS THRU 6.5"MIN.WIDTH FOR TRIPLE -,GIRDERS&4X4 PPT i PLY LVL GIRDER-SEE PLAN JOIST HANGER TO PPT LEDGER BOLTED TO RIM BOARD WITH 12"' POST ON 12"MIN.DIA.P.C.FOOTINGS DIA.GALV.LAG BOLTS&WASHERS 16"O.C,STAGGER VERTICAL WITH PA4 POST BASE AND 12"ANCHOR BOLT 1 3„ DECK POCKET y - _ 6 12"DEEP 7 Y k 40'_0„ 22'-0" LVL POCKET c� — `- 1012"DEEP p 3„ 62,_0„ a R i- M \ ty i AIR SPACE 3 il/ 3"MINIMUM BEARING/ STEEL OR SOLID SLATE SHIMS R502.61 BP2 :TWO PLY BEAM POCKET BP3 I THREE PLY BEAM POCKET ANCHOR BOLTS TOBE ! uric Nicosia WITHIN 6"-12"OF SILL PLATE ENDS OR SPLICES L3"CENTERLINE AT 6 N INTERIOR BOLTS ARLNITEGT BAND 414 Mein Street,Suite 203,Port Jefferson,N.Y.11777 a Telephone:(631)928-4456.Fax:(631)928-9543 �/ www.ericnieosia.com.Email:erie(i$ericnicosia.com OAKLAWN AVENUE ",T�/- SILL 5/8"ASTM 307 GRADE 60 b SLOTED SQUARE THREADED L ANCHOR BOLTS °D 2" 6"TO BOLT WASHER SOUTHOLD, N.Y. AT 48"O.C.WITH NUTS AND CENTERLINE 3"X3"X 12"SLOTED SQUARE ' 2"TO CORNER FOUNDATION PLAN WASHERS(SIMPSON LBPS12. BOLT EDGE FOUNDATION WALL Job#:040050 Scale: 1/8"=1'-0" R403.1 5/8"ANCHOR BOLT 48"O.C. LR403.1X CORNER BOLTS) A—� Date: 1/21/04 By: E.N. Rev: r I FRAMING NOTES� 62'-0" ALL FRAMING LUMBER TO BE DOUGLAS FIR-LARCH#2.PRESSURE 164" 12'-0" _ _ 334" _ 1 PRESERVATIVE TREATED LUMBER TO BE OF SOUTHERN PINE#2. 4" 5'-8" 5'4" 4, TYPICAL HEADER SIZE IS TO BE 2-2X10 MINIMUM UNLESS NOTED I-- PPTSTEPS TO ! _ GRADE WITH _FWG80617L HANDRAILS NO HOLES ALOWED IN LVLS OR ANY HEADER/GIRDER.NOTCHING AND TI BORING OF SOLID SAWN JOISTS ARE TO BE IN CONFORMANCE WITH AF&PA WFCM. SOLID METAL CLOTHS DRYER EXHAUST DUCT TO J, 7,444 Uo 11-0 4" _�_EXTERIOR WITH DAMPER INSTALLED IN CONFORMANCE - WITH R1501 AND MANUFACTURERS INSTALLATION DOUBLE G UNDER TUBS,HEARTHS ANDAT PRAMtNG OPENINGS.SOLID __ � i I o! �� I BLOCKING UNDER NON LOAD BEARING PARTITIONS.I JOISTS TO 2'4" En 2'$" 8'-4" 6'-9" 4 INSTRUCTIONS AND DETAILSrn io5'-8" 4" - CONFORM TO MANUFACTURERS I NSTRUCTIONS. TEMPERED � FGLASS AT TUB TW2842_TEMPERED TW28210 TW28210 30gg-! JOISTS/RAFTERS SHALL BE LOCATED DIRECTLY OVER TOP PLATES. (2)1-3/4"x11-7/6" 70 2-2x10 SOLID BLOCK NG/SOLtDFLusH LVL 2_ 3 — 2 2x10 1 I WEB STIFFINERS AT ALL SUPPORTS.DIAPHRAM 2-2x10 ! _ 3'9„ 4„ 17,7„ <..4 BLOCKING AS INDICATED.NAILERS FOR GYPSUM BOARD CEILINGS AS 2668 \ y c1 LAUNDRY REQUIRED.FIRE/DRAFTSTOP CHASES AND PORCHS. � ry IiLMASTER p 22'8" Y! ° ! rn! I LAMINATED VENEER LUMBER TO HAVE MINIMUM VALUES AS FOLLOWS: - rn WASH j DRY E=2,000,000 psi,Fb=2800 psi,Fv=285 psi - i v (2)1-3/4"x 9-1/4"LVL � -BATH 06DINING N u �_ �! LVLS TO HAVE MINIMUM OF 3"BEARING.NO HOLES ALLOWED IN LVLS. Boa", _-- a c1 j 4 607021 8 4 �! DOUBLE AND TRIPLE MEMBER LVLS ARE TO BE FASTENED TOGETHER 4"2'-8" 5'-Z" o a'I v o 1 a'I ( ••'• WITH A MINIMUM OF 2 ROWS OF 16d NAILS 12"O.C.,3 ROWS OF 16d A i� cD _C I N V NAILS 12"O.C.FOR 14"-18"MEMBERS.SEE MANUFACTUTRERS 1868 INSTRUCTIONS FOR BOLTING OF FOUR MEMBER AND FASTENING OF VERIFY LAYOUT SIDE LOADED MULTI-PLY BEAMS. CD N 1✓ a 2-2x10 'v' 2668 2-z.10 � U! CONNECT JOISTS TO FLUSH HEADERS GIRDERS STEEL FRAMING 2468 2868 5071 N HANGERS,AS PER MANUFACTURERS INSTRUCTIONS. 2-2x10 LL N o! V 18'4" _J o w N SEE LOAD PATH/SECTION SHEET FOR ADDITIONAL ROOF STRAPS, U 1T-4" a: i` D L Pl�e'. FAMILY RM J HEADER AND SILL STRAPS HOEDOWNS,SHEAR WALLS,ETC. NAILING SCHEDULE-MINS. AF&PA WFCM REFERENCE Y_ J U m r-f- 1 I o j NOT INCLUDING UPLIFT&HOLDOWN CONNECTIONS. — Q 8'CEILING X w 00 - LIVING DESCRIPTION-Gats.Common Nails #/NAILS NAIL SPACING MASTER BDRM N b �p IMIL�- �' UP-Z) Pn �_ ROOF/CEILING: Roofing Shingles 6 roofing nails per shingle � N 4" �' ^ - 1 q�� 1�1 Structural Sheathing-Interior Zone 8d 6"o.c edge,12"o c field 15'-0" o'� 4" 2' 4" 21'-8" 4" 2-O" 19'-8" 1 Structural Sheafhing-4'Penmiter Zone 8d 6'o c edge,12"o.c field y 120 mph-Sheathing-4 Perimder Zone 8d 6"o.c edge, 6"o.c.field �- 2-2x10 2-200 a k Sheathing Q Flush and Flying gables 8d 6"o.c edge,6"o.c.field 120 mph-Q Flush and Flying gables 8d 4"o.c edge, 4"o.c.field T TW3046 TW3046 Ratter/Top Plate(toe-nailed) 3-8d per rafter m j w q q j Cebing Joist/rop Plate(toe-nailed) 3-8d per joist 2.2110 2-2x10 ' ". Ceiling Joist/Parallel Ratter(face-nailed) 3-18d each lap if CJ not on top plate ` 2-2x10 j Ceiling Joist Lap at Partition(face-nailed) 3-16d each lap TW3046-28 TW3046-2 v Collar Tie to Ratter(face-nailed) 2.10d per be 3-10d req C 120 mph zones 11'-3" 11'-3" Blocking to Rafter(face-nailed) 2-8d each end COVERED PORCH \ Rim(fascia)to Rafter(end-nailed) 2-16d each end ! \ ,-§� Gypsum Board-Ceiling 5d cool 7"o.c.edge,10"o.c.field 5/4 X 6 PPT DECKING WALL: 1-1X10 HDR V%TH 1-2X4 TOP PLATE 1-2X10 HIR WITH 1-1X4 TOP PLATE '�'� \ I, Gypsum Board-Wall 5d cool 7"o.c.edge,10"o.c.field DO DOStructural Sheathing- lid 6"c.c edge,12"o.c.field 5"X5"PRIMED AND PAINTED PORCH POST WITH j 1/7'PLvwooD DRAFT sroP D Top Plate to Top Plate(face-nailed) 2-18d per foot U.L.LISTED MANUFACTURED FIREPLACE AND UPLIFT CONNECTION TOP AND BOTTOM 15" 8'-0" 5" 8'-1" 5": - 1 8'-1" 5" 8'-1" 5 FLUE WITH GLASS DOORS AND FRESH AIR Top Plat at intersections(face-nailed) 4-16d joints-each side 36"HIGH GAURD:5/4"X6"PPT TOP RAIL ON 2X4 GAURDMANDRAILS 5'-11" 9'-10" 6'-3" Stud Header Stud(face-nailed) 16d 24"o.c. -- �INLET.INSTALLED IN CONFORMANCE WITH / Header To Header(face-nailed) 16d 18"o.c.along edges PPT FRAME WITH 4X4 PPT POSTS THRU DECK 6' .FIRESTOP IN CHASE AT FLOORS AND CEILINGS PRODUCT LISTINGNON COMBUSTIBLE Top/Bottom Plate to stud(end nail) 16d per stud 22'-0" . MAX O.C.2X2 PPT NEWEL POSTS 8"O.C. � -- --- � Top/Bottom Plate to stud(toe-nailed) 2-10d per stud 62-4" Bottom Plate to Floor Joist/Rim 2-16d per foot FLOOR: Structural T&G Subfloor-glued& 8d 6"o.c edge,12"o.c.field. A Joist to Sill/Plate/Girder(toe-nailed) 4-8d per joist Bridging to Joist(toe-nailed) 2-8d each end Blocking to Joist(toe-nailed) 2-8d each end Blocking to Sill or Top Plate(toe-nailed) 3-16d each block Ledger Strip To Beam(face-nailed) 3-16d each joist Joist on Ledger To Beam(toe-nailed) 3-8d per joist Band Joist to Joist(end-nailed) 3-16d per joist Band Joist to Sill/Plate(toe-nailed) 2-16d per foot WOISTS IF APPLICABLE TO BE IN CONFORMANCE WITH MANUF.INSTRUCTIONS _ f eric Nicosia LIST OF ABBREVIATIONS RED Aq AQ/IiITf.GT APPROX. APPROXIMATE APA AMERICAN PLYWOOD ASSOCIATION �� .1�. R`l(�� /� 414 Main Strest,Suita 203,Port Jefferson,N.Y.11777 BP BEAM POCKET ; - S/ Telephone:(631)928-4456.Fax:(631)928-9543 CO CARBON MONOXIDE DETECTORit www.ehonicosia.00m.Email:ehcQericnicosia.com C.M.U.UU CEMENT MASONRY UNITS t= 0A DP DESIGN PRESSURE RATING to A Y I A I/�IN AVENUE 1 FJ,CJ,RR FLOOR JOIST,CEIUNG JOIST,ROOF RAFTER . ! >„% OAKLA V X c. PC POURED CONCRETE j `PPT PRESSURE PERSERVATIVE TREATED WOOD SOUTHOLD, N.Y.I O.C. 'ON CENTER SPACNG TORY % TYP TYPICAL 02 � ` Q� FIRST FLOOR FLAN: '� �O SD INTERCONNECTED SMOKE DETECTOR PLUS OR MINUS b N�`N JOb#:040050 Scale: 1/8"=l' A 4 +- Date: 1/21/04 By: E.N. I Rev: PLAN REFERENCE NOTES R308 Glazing at hazardous locations shall have glazing protection in conformance with R308.In general,glazing in all doors&fixed side panels,Glazinga less than 60"above surfaces of tubs,showers,etc.Glazing with in 24"arc of doors in closed position with sills less than 60"above floor.Glazings over 9 square feet and less than 18"above floor. Glazing near stairwaysllandings.See compleate text of R308.4 Glazing for specifics on locations and exceptions. 62'-0" — — - -- - - R308.6 Skylights and sloped glazing shall comply with this section and have fully tampered 15-4" 15'-0" 9'-4" 22,4„ glazing. Roots ARE 2te sOFr - R309 Garage opening protection and separation required to be as noted and in uGHr RE0 !1z44 sQFT conformance with R309.Garage floor surfaces shall be sloped to facilitate the movement of PROVIDED 10.31+10.31=20.62 liquids to drain toward the main vehicle entry doorway. r — -- — — — — - - TW28210— — — TW34410 �--* — T �. R310.1.1 All emergency escape and rescue openings shall have a minimum net clear 2-2xtoTO 0 opening of 5.7 square feet.24"minimum Gear opening height,20"minimum Gear opening r��\ ROOM AREA;299SOFTwidth,44"max 8111 height. moi' LIGHT REO: 22.32r O�5'6" PRovioeD 1031+1zso zzsl FINAL,INSTALLED STAIRWAYS,HANDRAILS,GUARDS SHALL BE INSTALLED IN FULL COMFORMANCE WITH THIER RESPECTIVE CODE SECTIONS.ARCHITECT IS BATH PROVIDED 12.66U NOT RESPONSIBLE FOR THESE INSTALLATIONS. 0001 T-106 ti d ti R314 Stairways shall not be less than 36 Inches in Gear width at all points above the 5'KNEE WALL 'v O KNEE WALL o rmitted handrail het ht and below there uired headroom ht.Handrails shall not ' zr rririo ! Pe 9 qu� 1 project more than 4.5 inches on either aide Of the steinvey and the minimum Gear width of t a 0 the stairway at and below the handrail height,including treads and landings,shalt not be _ _ _ _ _ _ _ _ S'CEILING8'CEILING 2468 X 4 — — — — r '� — - — — — — — — — — — — — less than 31.5 inches where a handrail is installed on one side and 27 inches where CO handrails are provided on both sides.The maximum riser height shall 8.25"and the 815-8 21'-8" minimum tread depth shall be 9"in conformance with R314.2.Minimum headroom V-8".All stairs shall be provided with illuminationin accordance with Section R303.4.Enclosed BEDROOM 3 HALLBEDROOM �, v SITTING ROOM N accessible space under stairs shall have walls,under stair surface and any aoffrtsprotected on the enclosed side with 1/2-inch gypsum board. DN '4 22X10RR �„ R315.1 Handrails having minimum and maximum heights of 34 inches and 38 inches, w T— T Ram PEN '� — %'�� ;I w respectively,measured vertically from the nosing of the treads shall be provided on at least F ATTIC ELOW ! U Z N i - a one side of stairways.All required handrails shall be continuous the full length of the stairs �$ 8'CEILING \ with two or more risers from e X 2-2X10 RR reL a _ �' o $ — — — — — — — point directly above the top riser of a flight to i point directly N _ 2-2x10 RR '� a- � '�— above the lowest riser of the flight.Entls shall be returned or shag terminate in newel posts 1- Imo' 0 0 0 1 or safety terminals.Handrails adjacent to a wall shall have a space ofnot less than 1.5 �{ e inches(38mm)between thewall and the handrail.The handgrip portion of handrails shall - have a circular cross section of 1-1/4 inches minimum to 2-5/8 inches maximum.Edge 'r $' KNEE WALL v $ 1 radius Of 1/8". R316.1 Guards are to be minimum 36 inches(914mm)in height.Open sides of stairs with I fti 5" 4"3'-0"4' 2'-4'4 4'-2" p" 5' 4" S'-8" 4" 1'-8" ' 2 a total rise of more than 30 inches above the floor or grade below shall have guards(each 4" 5'6" 4' 3'-6" 4" 2-0" 2x1D side)not less than 34 inches in height measured verbosity from the nosing of the treads. � I I I I 1 — I (Second story guards are recomended to be higher.) Le — — �� R317.1Single and multiple-station smoke alarms shall be installed in each sleeping room, 2.2x10 O o a 2-2!x10 1— — — — — — — — outside of each separate sleeping area in the immediate vicinity of the bedrooms,on each _ _ r additional story of the dwelling,including basements.The alarm devices shall be TW3046 �TW3046 1 interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the individual und.The alarm shall be clearly audible in all bedrooms over 5'-10" 6'-0" 16'-4" 6'-0" _ 5.41 background roles levels with all intervening doors dosed.All smoke alarms shall be fisted installed in accordance with the provisions of this code and the household fireweming DORMER WINDOW HEAD HEIGHT 7'-T' and VERIFY SILL 4"MIN.ABOVE PORCH ROOF ( equipment provisions of NFPA72. BELOW R319.1.2 Wall and ceiling finishes not including trim,door or window frames shall have a — — — 1 flame-spread classification of not greater than 200.Wall and ceiling finishes shall have a — — — _ _ — _ — _ _ _ _ _ _ — -- - smoke-developed index of not greater than 450. R322.A vapor retarder shall be installed on the warm-in-winter side of all insulation. R1001.1 Masonry chimneys shall be constructed,anchored,supported and reinforced as required in this chapter and the applicable provisions of Chapters 3,4 and 6 with applicable 40'-0" clearances to combustibles and firestoping. 22'-0" R807.1 Attic access.An attic access opening shall be provided to attic areas that exceed 30 square feet and have a vertical height of 30 inches or greater.The rough-tamed 62'-0" opening shall not be less than 22 inches by30 inches and shall be located in a hallway or other readily accessible location.A 30-inch minimum unobstructed headroom in the attic WINDOWS ARE SHOWN AS ANDERSEN 400 SERIES TILTWASH WITH LOW E GLAZING.ALSO A space shall be provided at some point above the access opening.See Section M1305.1.3 ACCEPTABLE A TW 3048 WILL ALLOW A CLEAR OPEN AREA OF 5.77 SOFT AS PER ANDERSEN f'� for access requirements where mechanical equipmentis located in attics. DATA. VERIFY ALL QUANTITIES,ROUGH OPENINGS,MULLIONS,TEMPERED GLASS R807 ATTIC ACCESS:WEATHERSTRIPED 3/4" a Remi R808.1 Combustible insulation shall be separated a minimum of 3 inches from recessed LOCATIONS BEFORE ORDERING WINDOWS/DOORS AND BEFORE FRAMING OPENINGS. ATTIC,i PLYWOOD HATCH IN 22"X32"FRAMED OPENING lighting fixtures,fanmotors and other heat-producing devices or separated in accordance MINIMUM DESIGN PRESSURE RATING=DP30.FOR DOORS AND WINDOWS ` WITH DOUBLE CJ AND FRAMING HANGERS with the conditions stipulated in the fixtures listing.Recessed lighting installed in the building thermal envelope shall meet the requirements of Section N1101.3. WIND BORNE DEBRIS REGION.Areas within hurricane prone regions within one mile �! C ri Nicosia of the coastal mean high water line where the basic wind speed is 110 miles per houror aE D A A 4 t greater;or where the basic wind speed is equal to or greater than 120 miles per hour.Windows (� G N j C S '7�� A�.LL TI(TLI�T R301.2.1.2 Internal pressure. ndows in buildings located in wind bome debris regions fA \ O shall have glazed openings protected from windbome debris.Glazed opening protection V �,9 414 Main StreeLSuite 203,Port Jefferson,N.Y.11777 for windbome debris shall meet the requirements of the Large Missile Test of ASTM E Telephone:(631)928-4456.Fax:(631)928-9543 1996 and of ASTM E 1886 referenced therein.Wood structural panels with a minimum Q www.e6cnicosia.com.Email:ericQehcnicosia.com thickness of 7/16 inch and a maximum span of 8 feet shall be permitted for opening protection in one-and two-story buildings.Panels shall be precut to cover the glazed I`+ i r� OrIKLIV till 11 Y ENUE openings with attachment hardware provided.Attachments shall be provided in accordance with Table R301.2.1.2 or shall be designed to resist the components and n SOUTHOLD, N.Y. Gadding loads determined in accordance with the provisions of the Code L� - y Q` 2-112"#a SCREWS 16"O.C.(12"O.C.IF PANEL 5 OVER 6'-0") �`� 0245]�,,- .�O SEGOND FLOOR PLAN SHALL BE IN CONFORMANCE WITH AMERICAN PLYWOOD Q� N t�V`r ASSOCIATIONS DESIGN#1-SHUTTERS FOR WOOD FRAME BUILDINGS v-�'- .Jot?#:040050 Scale: 1/8"=V-101" Date: 1/21/04 By:E.N. Rev: ENERGY REPORT: Compliance is determined by use of The USDOE software approved by the secretary of RIDGE VENTS VENTING TO BE IN CONFORMANCE state.The general provisions of the New York State Energy Conservation Construction 2X10 RIDGE WITH CHAPTER 31-VENTS 3"MIN.VENTS THRU ROOF Code,Chapter 5,Sections 502,503,504 and 505,shall be met. • USE 1 s'RAFTER LENGTHS t.5" REScheck Compliance Report 4E New York State Energy Conservation Construction Code 1-12 C.T.16"O.C. WC 1.25 MECcheck Software Version 3.5 Release to 4.5+_ // ,3" LAV COUNTY Suffolk,HOD:5750,TYPE:Detached t Family,HEATING:Non-Electric 12 12 `-2" 1.5" TUB COMPLIANCE:Passes Maximum UA= 540 R-301NSUL R-19 wsUL W/ 'TUB BATH Project UA =497 Gross Glazing �� VENTILATION USE 22'RAFTER LENGTHS-from ratters -- ` 8.0%Better Than Code Area or Cavity Cont. or Door BAFFLES 5 FIXTURE UNITS Perimeter R-Value R-Value U-Factor UA RR BEAR ON SHOE PLATE AT Ceiling 1:Flat Calling. 1664 30.0 0.0 58 PORCH AND GARAGE FRONTCeiling 2:Cathedral Ceiling 150 19.0 0.0 8 USE 24'RAFTER LENGTHS-rear rafters 12 WC -1.5" LAV ��LAI 5" .-2" Wall 1:Wood Frame,18"o.c. 2986 13.0 0.0 211 BELOW WINDO 1 4+_ %3" 2„� LAV DW WASHER Window 1:Andersen Law E 287 0.340 98 l STANDPIPE Door 1:Andersen Low E 82 0.340 28 SHOWER SINK Door 2:Solid-,partial glazing 40 0.220 9 RR BEAR ON TOP 1 5" 2' 2" 3" 2" Floor 1:Wood Joists 1814 19.0 0.0 85 PLATE AT REAR TUB Boller 1:82 AFUE SOLID 3" 1/2 BATH j KITCHEN ! WASHER BLOCKING 5 FIXTURE BATH � � COMPLIANCE STATEMENT:The proposed building represented in this document is 112"GWB 6 FIXTURE UNITS 4 FIXTURE UNITS 3 FIXTURE UNITS 1 FIXTURE UNITS FRESH consistent with the building plans,specifications,and other calculations submitted with R-131NSUL 3"WASTE AIR IN this permit application.The proposed systems have been designed to meet the 4"HOUSE DRAIN New York State Energy Conservation Construction Code requirements. CLEAN OUTS AS REQUIRED 3"WASTE BY SECTION P3005.2 HOUSE TRAP ARCHITECTS SEAL,SIGNATURE AND DATE IN TITLE BLOCK. 1/2"APPROVED COPPER 4"CAST IRON SLOPED TO ENERGY NOTES: SUPPLY LINES APPROVED SANITARY SYSTEM Ceiling 1:Flat Ceiling R-30.0 cavity insuletlon.Ventilation bafRes. SOLID PLUMBING RISER DIAGRAM Ceiling 2:CathedrelCeiling,R-19.Ocavity Insulation,Ventilatlonbeftles. R-191NSUL BLOCKING SCHEMATIC-NO SCALE Well 1:Wood Frame,18"o.c.,R-13.0 cavity insulation Windows:U-factor 0.340:Andersen-Low E Glazing. Door 1:Glass,U-factor.0.340:Andemen Dr. Door 2:Solid,U-factor:0.220:Steel/Flberglass.Dr Floors:Floor 1:Wood Joist,Over Unconditioned Space,R-19.0 cavity insulation SECTION A-A HVAC Equipment:Installed in conformance with Section 503,Boiler.82 AFUE MIN. Air Leakage:502.1.4Joirlts,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed as speed in 502.1.4.2. Recessed lights must be Type IC rated and installed with no penetrations sealed or gasketed to prevent air leakageinto the un-conditiond speoe.Vapor Retarder to be on the warn-in-winter side of allnon-vented ceilings,walls 8 floors.1,0 perm max. Materials Identification:Materials and equipment must be identified so that compliance can be determined and must be installed in accordance with the manufacturer's ROOF RAFTERS TO installation instructions and code.Duct Insulation to conform withSect on 503 RAFTERS AT RIDGE RIDGE CAP SHINGLES ONTYPICAL CONSTRUCTION ASSEMBLIES Fireplaces must be installed with tight fitting non-combustible fireplace doors CONTINUOUS RIDGE VENT and must be provided with a source of combustion air,as required by the building OUTLOOK/FLYING GABLES IF PROVIDED: 4-8d COMMON NAILS IN EACH ROOF CONSTRUCTION: code Service Water Heating to be installed in conformance with Section 504.Insulate NAIL ROOF SHEATHING WITH 8D NAILS 4"O.C. END OF 1-1/4"X20 Ga.STRAP CH 2X10 RIDGE BOARD circulating hot water pipes to the levels in Table 1.Heating and Cooling Piping TO 4'-0"FROM GABLE END.USE HT7/RT7 O.0 OR 2X4 COLLAR TIES IN \\\ SHINGLES:6 NAILS PER SHINGLE, ASPHALT ROOFING INSTALLATION IN Insulation to conform with Section 503. HOLDOWN AT 2X6 LADDER FRAMING 16"O.C. UPPER 113 OF ROOF 16"O.C. \ CONFORMANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS AND CODE 71. WITH APPROVED UNDERLAYMENT,FLASHINGS,ACCESORIES BALLOON FRAME ALL GABLE END WALLS OR BLOCK/BRACE GABLE ENDS TO 1 O'INT SHEATHING:7/16"APA RATED PLYWOOD,Bol NAILS AS PER NAILING SCHEDULE. !_�kED ARC ROOF RAFTERS TO STUDS CEILING DIAPHRAM OR PORCH GIRDER ALLUMINUM GUTTER AND LEADERS ON 2X6"FASCIA BOARDS 'CO� ¢\G N(COs/ 3"MIN.LAP WITH CONTINUOUS VENTED SOFFITS 4-8d COMMON NAILS IN EACHCi <C/ WALL CONSTRUCTION: END OF 1-1/4"X20 Ga.STRAP-OR RR 'r� -USP RT10 OR SIMPSON LTS16 ew VINYL SIDING ON TYVEK WITH `r^ -NAILS PER MANUFACTURER. a JOINTANINDOW/DOORTAPE ON 7/18"APA RATED STRUCTURAL SHEATHING CONNECT RAFTER TO PLATES m FRAMING ON STUDS 16"O.C.SIDING TO BE INSTALLED IN CONFORMANCE WITH R704.5 ANCHORS TO AND PLATES TO STUDS WHERE 3"MIN.LAP "� LEDGERS WALUCEILING BOARD:IQ"MIN.GYPSUM BOARD TAPED WITH 3 COATS SPACKLE. i7c O!2` NOT ALIGINED a -2-1. 1 STUDS TO STUDS RIM BOARD :r F___ROOF TO HEADER HOLDOWNS 16"O.C. ,CF AT SECOND FLOOR SOLID _ (�- 4-8d COMMON NAILS IN EACH BLOCKING PB4 HEADER TO COLUMN CAP - 4AT STUDS TO BAND ENDOF 1-1/4"X20Ga.STRAP. FJSIMILAR AT GABLE END WALLS _ GUARDS AND APPROVED HANDRAILS-SEE PLAN NOTES PPT DECK/GIRDER/FOUNDATION. SEE PLAN NOTES COLUMN BOLTED THRU DECK JOIST WINDOW/DOOR HEADER STRAP 3M"TBG PLYWOOD EACH JACK STUD:1-1/4"X 20 GA sUBFLOOR,GLUE 2X4 HOLDOWN CLEAT 16"O.C. JOIST AND NAIL �r i Nicosia STRAP WITH(4)Bd NAILS EACH END AND FOUNDATION AND USP MP41F OR SIMPSON LTP4 BOLTED CONNECTION-SEE PLAN NOTES AR41iITf4T PLATE AT SILL TO BAND JOIST. 4 Sol COMMON NAILS IN EACH END OF RIM BOARD r Mm 1-114"X 20 Ga.STRAP 18"O.C.,WRAP SOLID I COLUMN BASEMOLDOWN:SIMPSON PB4 UNDER SILL OR USE USP MP4F OR BLOCKING TO 1/2"ANCHOR BOLT Tel Mein :(631)928 203,Port Jefferson,N.Y.11777 BOLTED Telephone:(631)928-4456.Fax:(631)928.9543 SIMPSON LTP4 PLATE 32"O.C. FJ www.edcnicosia.com.Email:eric(Mericnioosia.com - / SILL CONSTRUCTION:2X6 PRESSURE PRESERVATIVLY TREATED SILL ON SILL SEAL /� /���� AVENUE 5/8"ANCHOR BOLTS 48"O.C.WITH _ ON TERMITE SHIELD ANCHOR BOLTS AND HOLDOWNS PER FOUNDATION PLAN. OAKLA' NN A Y ENUE 3"X3"SLOTED SQUARE WASHERS- - POURED CONCRETE FOUNDATION WALLS ON CONTINUOUS,KEYED FOOTINGS USP/SIMPSON LBPS 5/8" - BEARING ON UNDISTURBED SOIL.SEE FOUNDATION PLAN FOR WALUFOOTING SOUTHOLD, N.Y. SIZES AND REBAR/ANCHOR BOLT INFORMATION �p �/ STRAPING TO BE GALVANIZED ASTM GRADE 33 MIN. SEGT�ON/It�SEp�1�I Ea G 1 DAMPROOFING OR WATERPROOFING AS REQUIRED BY R406. 1� 1`1 R TYPICAL UPLIFT CONNECTIONS = y ¶- DRAINAGE SYSTEM IF REQUIRED BY SOIL CONDITIONS. TYPICAL CONSTRUCTION SECTION 4"P.C.SLAB.OPTIONAL VAPOR RETARDER ON COMPACTED SAND Job#:040050 Scale: 1/8"=1'-0" SCALE: 3/8"=1'-0" A-6 Date: 1/21/04 By: E.N. Rev: