Loading...
HomeMy WebLinkAbout30742-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31334 Date: 12/15/05 THIS CERTIFIES that the building ACCESSORY Location of Property: 9675 NASSAU POINT RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 119 Block 1 Lot 4 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 28, 2004 pursuant to which Building Permit No. 30742-Z dated NOVEMBER 3, 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 NON-HABITABLE ACCESSORY GARAGE AS APPLIED FOR. The certificate is issued to ARISTIDIS & ELIZABETH SPERES (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 101988C 11/21/05 PLUMBERS CERTIFICATION DATED N/A Authorized Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT / TOWN HALL 4 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters, 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy -New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool$25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: / Old or Pre-existing Building: !(check one) Location of Property: 16 7 A S S a u (x2t l t-{ e f t t7 Q t.t C� _ House No. �1 Slheet Ha e1 t Owner or Owners of Property: '%��.�Ay% 1 ( I1.Zn bP*6 S OP T e S (-7 Suffolk County Tax Map No 1000, Section _Block_ Lot ! 6 Subdivision Filed Map. Lot: Penuit No. ?i O 7 // c Date of Pemut. - -- Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 3 Applicant Signature ca X313 Y Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 11/21/2005 375 Dunton Avenue 101988C East Patchogue, New York 11772 (631)286.6642 Issued To: Mr. Harry Spears Street: 9676 Nassau Point Road Village: Cutchogue Zip: 11935 Town: Southold Section: Block: Lot: Contractor: M. R. C. Electric (L) Lic. # 4011-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool ❑ 1st Floor ❑x Indoor ❑ Basement ❑ Hot Tub x❑ Residential x❑ Det. Garage ❑ Attic ❑ 2nd Floor [K] Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GFI: Heaters A/C Fans 4 9 9 1 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves Furnace on Gas Circulators Smoke Detector Bell Transformer Meter Amps Phase UG/OH Jacuzzi Television CO Detector Bldg. Permit: 30742 Other Equipment 7 - Garage Door Opener Receptacle g Hugo . S 1 President Rough Inspection: 09/01/2005 Inspector: John McMahon III Final Inspection: 11/17/2005 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. 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. 30742 Z Date NOVEMBER 3 , 2004 Permission is hereby granted to: ARISTIDIS SPERES 78 FOURTH ST GARDEN CITY,NY 11530 for CONSTRUCTION OF A NON-HABITABLE ACCESSORY BUILDING AS APPLIED FOR at premises located at 9675 NASSAU POINT RD CUTCHOGUE County Tax Map No. 473889 Section 119 Block 0001 Lot No. 004 pursuant to application dated OCTOBER 28 , 2004 and approved by the Building Inspector to expire on MAY 3 , 2006 . Fee $ 75 . 00 r thorized Signature ORIGINAL Rev. 5/8/02 % •. New York State Department of Environmental Conservation Building 4o - SUNY. Stony Brook, New York 11790-2356 Teiephons (516) 444-0345 Facsimile (516) 444.0369 Jyhn P. Cahill Commissioner Aris-. edes Speres January 22 , 1998 78 41.h. Street Garden City, NY 11.530-4314 Re: 1-4719--00807/00006 9675 Nassau Point Rd. Cutchogue SCTM 4 1000-1.1.9--1-4 Dear Mr Speres, Basec on the information you have submitted, the New York State Depaitment of Environmental Conservation has determined that : The property referenced above is landward of a bulkhead which is greater than 100 linear feet in length and appears on the NYSDEC 2ida.3 Wetland Map (714-540) Therefore, in accordance with the current Tidal wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlends Act . Please be advised, however. , that no construction, sedircentation, or disturbance of any kind may take place seaward of the ':ictal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i , e. a 15 ' to 20 ' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Pleasa be further advised that this letter does not relieve you of the rasponsibility of obtaining any necessary permits or approvals from )cher agencies. var y truly yours, y!� George W Hammarth Deputy Regional Permit Administrator CC: oe Sol//// 307 - 7- CoUNTi, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING XFINAL 4 ; [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: c r DATE ( � _ �7 �� INSPECTOR pF SO Q7 `f�� © TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [FINAL [ ] FIREPLACE A CHIMNEY [ j FIRE SAFETY INSPECTION REMARKS: ✓'y ✓n d . -- � -�ul- Ll -baa, DATE /��7 ��� INSPECTOR617 � 071ta- 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDAT1 yN 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 'L DATE �� �/� ®� INSPECTOR 765-1802 BUILDING DEPT. INSPECTION ] FOUNDATION IST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: � • T A E/ I/ - ..J "x, DTE INSPECTOR r FIELD INSPECTION REPORT DATE A COMMENTS W - J � FOUNDATION(1ST) t — r Vi vy F OUNDATION(2ND) -- z ✓�y ROUGH FRAMING& PLUMBING Z y INSUA&TION PER N.Y. STATE ENERGY CODE V' FINAL Q i`� d ADDITIONAL COMMENTS a Z m X i C °z x x e b TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING bCPARTMENT Do you have or need the following,before applying? TOWN IiJkLL Board of Health SOUTHO D,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �D�(��Z7 Survey www.northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ///3 1 20 Contact: Approved r 3 20__V Mail to: Disapproved a/c Phone: i Expiration O 20 Bu in p APPLICATION FOR BUILDING PERMIT JD4 Date 06UR 2? . 2004 INSTRUCTIONS T kation M13ST be corttpletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no 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. (Signapplicant or name,if a corporation) a5?3� MIN >pw, CureHo(Oyr (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder n c.�l au A Name of owner of premises STA S' 4 EU ZA 6 ESN J`PEi2E (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. Ulu, 6-E bparpL/o XEV Plumbers License No. ftiMACT 1*VAP,0&D Electricians License No. Other Trade's License No. 1 . Location of land on which proposed work will be done: (?675 A14&&V P [T ,PL91W Cllr H©60C House Number Street Hamlet CountyTax MapNo. 1000 Section //9 Block Lot 4 Subdivision fy,,4 (' a Pyr'. Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction a. Existing use and occupancy ,Raycr&F FAWL V kAWP 711CF b. Intended use and occupancy_z4U✓ 6F 1�(_V? J'0A9 3. Nature of work(check which applicable):New Building V Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost V#0X0 Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units -- Number of dwelling units on each floor If garage, number of cars 7-bun 6. If business, commercial or mixed occupancy, specify nature and extent of eacrh�type of use. 7. Dimensions of existing structures, if any: Front /�C Rear /� D th 5,9Height ZNumber of Stories TWO Dimensions of same structure with alterations or additions: Front Rear Depth Height Number off Stories 8. Dimensions of entire new construction: Front Rear o1 5` ! Dep `� Depth o��t Height /Q MX Number of Stories I� _p 9. Size of lot: Front 10103 ' Reaz 1 tn, (7 Depth 5 O ?r 0 o`Z / 10. Date of Purchase !, L?5 Name of Former Owner )erATTietgF dggA: gro/V 11. Zone or use district in which premises are situated R— go 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES_NO_ZWill excess fill be removed from premises? YES_NO ✓ 14. Names of Owner of premises liPPER158 _Address cl Q C ZY Phone No. Sid 74� 53� Name of Architect_ ft Address Olreh'660U Phone NoYZf -(0 oS Name of Contractor Address Phone No. 15 a. Isprop within 100 feet of a tidal wetland or a freshwater wetland? *YES r/ NO * IF YE LD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this p thin 300 feet of a tidal wetland? * YES NO * IF YES, . PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF cTA-0 U I- being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Ai wff(Z`Lam (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 --��`` U day of OALJ-,, 20 6 _rltx� _tLd - Notary Public ignature of Applicant PATRICIA RICHARDS Notary Public, State of New York No. 01R16042467 Qualified in Suffolk County Commission Expires May 30, 20ft►c)v f�VI51QN� SITE DATA 1,13/05 SCTM # 1000-119-1.4 PROPERTY: 96-45 NASSAU POINT ROAD ADRESS CUTCHOGUE, NY. 11935 OWNER: ARISTIDIS & ELEIZABETH SPERES 74 FOURTH STREET GARDEN CITY, NY. 11530 TEL.# 516-741-5358 SITE: 46,609.2 SQ. FT. = 1.07 ACRES Y IM ZONING: R-40 0 _ W SURVEYOR: BERNHARD H. HENN L.S. Z 121 EDDY DRIVE DIX HILLS, NY. LICENSE # 49175 +� DATED 7118/85 W LOCATION MAP q9 a Jfj^ uj ryy,`�• f am 4 m Z S SITE LOCATION oe z 581 .02 ' W. �• n N78° 42 ' 10 " E 24' - - - - - - - -- — - - _ Bl• r � W' O� L O ar• � a �— MOVE EXISTIN6 APPROX. LINE OF ACGE55ORY SHED TO NEW i� AI O � ' , HIGWATER ATER MARK �yy LOCATION PER OWNER N I EXISTIN6 RE91DENCE z J / z PROPOSED 1-1/2 5TORY NON-HABITABLE C' ED 4&+� WOODS 4 LAWN AGCE550R10 BUILDING w/o ' BEACH r O 4',�1l� N5AU i eOr POINT PLUMBING WLu flZ0,4D x O LINE OF EXIST. DRIVEWAY. 111 REMOVE EXIST. EDGING AND sr+eo 9 LINK TO NEW GARAGE ` O I� JECT NO: 0416 O DRAWN BY: ° TGS N �� CHEC D BY:- - — — — — — FI.0017 ZONE 'G — — — _ In 1 5 -Tao .42 , 10" W DATE: 1o/zs1o4 S ALE' : 1 ET TR E: N/F BOVINO SITE PIAN SCOL IIEET NO.; w1.v�i 0 U.�ypl0 o N K O S �,m ' O APPOWED AS NOTED SITE DATA DATE: ! B.P.p 30•a LE3:�- RETAIN STORM WATER RUNOFF PURSUANT TO SECTION 45-10C SCTM # 1000-119-1.4 FEE: � ARTMENT AT BY: OF THE TOWN CODE. NOTI BUILDING DEP 765-1802 8 A TO 4 P FOR THE 96-45 NASSAU FOLLOWING INSPECTIONS: POINT ADRESS PROPERTY: CUTCHOGUE, NY. 119355 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE ALL CONSTRUCTION SHALL OWNER: ARISTIDIS & ELEIZABETH SPERES 2. ROUGH - FRAMING & PLUMBING 74 FOURTH STREET S. INSULATION MEET THE REQUIREMENTS OF THE GARDEN CITY, NY. 11530 4. FINAL - CONSTRUCTION MUST ,, GoPp OF NEW YORK STATE., TEL. # 516.741-5358 BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE SITE: 46,609.2 SQ. FT. = 1.07 ACRES REQUIREMENTS OFTHECODESOFNEW O YORK STATE. NOT RESPONSIBLE FOR ZONING: RAO DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF ' w NEW YORK STATE &TOWN CODES SURVEYOR: BERNHARD H. HENN L.S. z AS REQUIRED AND CONDITIONS OF 121 EDDY DRIVE DIX HILLS, NY. ,C 9175 —I1 1/1.7 4 SOUTHOLD TOWN Mh` 7] / //t SOUTHOLDTOWNPLANNINGBOARD LICENSE # 4 /U/ /I DATED 7/18!8585 4.0 w SOUTHOLD TOWN TRUSTEES W N.YS.DEC LOCATION MAP CERTIFICATION OF NAILING & CONNECTIONS REQUIRED, OCCUPANCY OR «' USE IS UNLAWFUL W b WITHOUT CERTIFICATE �L �. U1,TTTTT Z z t OF OCCUPANCY UN6EF; JTERSCERTIFICATE, REUuIHEU I z FLOOD ZONE COMPLY WITH CHAPTER'46' FLOOD DAMAGE PREVENTION SOUTHOLO TOWN CODE. SITE LOCATION as z N ¢- q N 78° 42 ' 10 ' E — — — — — — — 58x .02' W -J• u : Z � W• � $ W. to �— MO� EXISTING I APPROX. LINE OF 0 \ AC ( O CESSORY SHED TO NEW �! i HIGH WATER MARK 7u) LOTION PER OWNER i 1 PA <\ EXISTING RESIDENCE z ' , / Z PROIOSED I-1/2 STORY F uuF�� O NON}IABITABLE GARAGE IK Q Z QED I4c NASSAU WOODS 3 LAWN ACC55ORY BUILDING w/o O Q BEACH O p�a� a yirF tu POINT PLUM 3ING ry w Y UJ W ROAD24O 0 1 LINEpF EXIST. DRIVEWAY. F REMOVE EXIST, EDGING AND LINK f0 NEW GARAGE PROJ T Q ~ 0416 D,n O DRAWN BY: TOS t=l OOD 7eONF "C-" CHECKED BY: ti 5 78° 42 ' 10" W — — — — — -- — — — — — — — — — — — I j 558.28' DATE: 10/29/04 SCALE: SHEET TITLE: 15.75 FT. N/F BOVINO SITE PLAN SITE PLA..-N SCALE" 1 " = 20' - 0" � , SHEET NO.: AP L 0 .; A" ANDERSEN #GW 135 -- - - - - "G" ANDERSEN #GNI35-6W135-GNI35 w/GTGWI _ - - STEP FLASHING AT ROOF/WALL -- - --- JOINTS (TYP.) - --- - D --- .-- Ixb FASCIA 4 Ixb FRIEZE GO G. APRON FROM - - ---- --- -- - - - -`- - - - - - -- -- SLAB TO LEVEL OF GRADE -- --- - -- BOARD OVER SHINGLES ...-- -- - -- - -- - - - r _ - - - - - - - - - _ -- -- - _ - _ - - - 30"x6'8" SIMPSON DOOR -- -- 044 w/Ix4 GASIN6 _-RED CEDAR SHINGLES w/b" - _ - - - N EXPOSURE ON 5/8" PLYWD. - - - - - -- -- W (iLt /' " II 7/8" LVL HDR. - - -SHEATHING �- CONC. FOUNDATION w/GONG. - Lu Z -- -- L _- STUCCO FINISH � 32" WIDE YELLOW PIKE STAIR w/WOOD RAILING TO LOFT I SLI B - - - - I FOUNDATION BEYOND = DBL. F.J. UNDER DOR ER ABOVE - - - m - - 1 - _ _ _ _ _ _ _ _ _ _ _ _ _ � � � - - - - - - - - - - - - - - � II-7/8" alb" TJIF.J. I - - - - - - - - - - - - - W 1 I o = SOUTH ELEVATION NORTWELEVATION/ //�� // WL7P"�lRA61E OIO - — I I 4" THK. GONG. SLAB - -- - -- Q REINFORCED w/bxb, 10/10 MMRIDGE VENT� I _ - 2x4 ®Ib" FRAME VIAL v4/N0 O - 300# ASPHALT ROOF W W Z O I INTERIOR FINISHES SHINGLES ON 30# BLDG. -- - - - 6 _ --PAPER ON 3/4" PLYWD. - - _ - - - - = Z O 8" THK. GONG. FOUNDATION _ - _ - - - - a _. DECKING ON 2x8 -R.R. - _ - _ W WALL ON I(b"x8" REINF. GONG. - � I FOOTING - - - - - - - - ... - - - -- I Z - - - - - - 5/4"x4" PAINTED WOOD - - - _ - - CASING AT WINDOWS HIED FLOOR PLAN - 000 �00� - - - - ' SCALE: t'-0 tl4' - " - GONG. STUCCO ON FOUNDATION — E:]❑❑ 9'x7' OVERHEAD WD, PANEL DOORS at z _ _ _ _ v4/WINDOWS E ELECTRIC OPENERS g5 - - - - - - - - - - - - - - SVWE_ST ELEVATION SEAST ELEVATION W � W• � ' LOFT d' d- 3/4" PLWD. DECK F 4b TJ I PROJECT NO: --- — ----- DRAWN BY: ( )2 4 L E N K O CHECKED BY:TCS DATE: 10/29/04 R AS NOTED T— \ SHEET TITLE: PLANS, ILL A H D 4' TH EI F. O G. L SECTIONS O G M A TE N $ ELEVATIONS 8 THK. GONG. FOUNDATION ON S x16 SHEET NO: GONG. FOOTINGS w/(2)#5 STL. REBARI—r- µ' L C ' p ® BUILDING S,ECTIQJN8Will DING SECTION SCALE. 318"- 1--o" � S ! ry 0 RIDGE STRAP AT ALL RAFTERS, 1 SIMPSON 20 Ga. LSTA, MAILED TO NOTES STRUCTURAL REVIEW BY STEVE MARE5GA, PE WIND-BORNE DEBRIS PROTECTION FOR OPENINGS EAGHRAFTER NV(5)BdNAILS ROOF 188-07 WEST MONTAUK HIGHWAY, HAMPTON EAYS, NY I1a46 FOR WALL OPENING PROTECTION OF120 MPH 3-5EGOND WIND 6UST5 PHONE 631 128 9480 ( MAXIMUM MEAN ROOF HEIGHT: 351) USE/OCCUPANCY CLASSIFICATION NON-HABITABLE AGGESSORY DESIGN CRITERIA: SHUTTER ASSEMBLY ICE SHIELDUNDERLAYMENT DESIGN IN ACCORDANCE WITH AMERICAN Y N.T.S. �/ \ REQUIRED - 24" FROM EDGE FOREST PRODUCTS WOOD FRAME FOR PANEL SPANS: O < 40 WIDE SPAN CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE O 23/32" APA SPAN-RATED 48/24 SHEATHING 51MP50N H2 HURRICANE CLIP HEIGHT PRESCRIPTIVE METHOD GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") \ NAILED FROM RAFTER To Wad STUD — YPICAL SEACHE RAFTERS 8 -O" MAXIMUM GROUND SNOW LOAD - 45 P5F. ASSEMBLY: f5)Bd NAILS EACH END ATTACHING 5TRUCTURAL PANEL: FASTEN TO BUILDING Al ALTERNATE POSITION of ATTIC FIRST LEVEL - 40 P5F. L.L. #10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL HURRICANE CLIP USE uj ALTERNATIVEE FASTENER FOR SHUTTER TO BUILDING: SMP=.,oN WIND SPEED - 120 MPH Z #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 — FIRE AREA w/WASHERS MACHINE BOLT a 12" O.G. Imo/ SEI5MIG DESIGN CATEGORY - S WEATHERING - SEVERE AGGESSORY BUILDING: 576 sf FROST LINE DEPTH - 36" a.+ APA RATED PLYwaoD TO TERMITE - MODERATE TO HEAVY PE ATE ro TOP of TOP TYPE OF CONSTRUCTION DECAY - SLIGHT ''W^^ J GONVENTIONAL LIGHT FRAME WOOD GE SHIELD UNDERLAYMENT REQUIRED - YES V ULTIPLE SECTION ASSEMBLY: GONSTRUGTON PROVIDE 8d COMMON I/4" THICK BOLTS ® 2' OG NAILS 4" O.G. AT EXTERIOR EDGE OF ALL a SHEATHING. 1-1/41 WIDE 20 &a. SIMPSON GENERAL NOTES STRAP s4'-O" O.O. NAILED AT SECOND FLOOR EACH END w/(5)Bd NAILS secoNo FLOOR I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWW AGE DISPOSAL SYSTEM AND FRESH ATER SUPPLY AGGORDANGE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE BUILDING CODE, AND THE NEW YORK 57ATF ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. Lu TO OVER SHEATHING CONSERVATION CODE, AND LOCAL AUTHORITIES. 14 THIS STRUCTURE HAS BEEN DESIGNED 1N TO OVER LAP BOX Z BEAM - TOP . BorroM. 2. ALL CONCRETE SHALL BE STONE A66RE6ATE WITH A AGCORDANGE WITH THE NEW YORK STATE ENERUY Z MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. Q O DOUBLE TOP PLATE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15 ENGINEER TO BE NOTIFIED IN WRITING OF ALL SOLID BLOCKING 64'-0" O.G. 2 LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR To AND DURING CONSTRUCTION. G. BAYS BACK FROM GABLE WALL 4, PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16 ELECTRICAL AND MECHANICAL COMPONENTS TO BE - TYPICAL ALL FLOORS AND STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. I/ ATTIC PARTITIONS, EXCEPT A5 NOTED ON DRAWING. Il ALL STRUCTURAL STEEL TO BE A5TM A36 WITH ONE Oct '^ 1 vS. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM v+ DU EELFLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 5/4" DIAMETER. SHUTTER ASSEMBLY 2XMR LE 5TUD5 NAILED Q R SCHSCHEDULE Bow (TYPIGAU 18 CONTRACTOR SHALL OBTAIN ALL PERMITS AND 6. ALL DIMENSIONS AND GRADE CONDITIONS 70 BE INSURANCE NECESSARY TO PROTECT THE EN61NEER Z N.T.S. VERIFIED BY CONTRACTOR(5) PRIOR TO START OF AND OWNER. CONSTRUCTION AND ORDERING OF MATERIALS. THI5 FOR PANEL SPANS: 4' OR WIDER SPAN MSTTALL STRAP m4'-o O.o WRAP FOUNDATION HAS BEEN DESIGNED FOR A 501L IP DO NOT BACKFILL A6AIN5T FOUNDATION WALL5 23/32" APA SPAN-RA7El;l ATED 48/24 SHEATHING GRADE PLYWOOD AROUND SILL PLATE AT ANCHOR BEARING CAPACITY OF TWO (2) T5F AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. (OVERLAP AROUND 65 4") BOLT. NAIL EACH END w/(5)Bd NAILS LE-55 THAN 5%. CONTRACTOR SHALL VERIFY THAT THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL 2x4 STRONG-BACKS 8 24" Or, 2 x 6 CCA SILL PLATE CONCRETE SLABS TO BE COMPACTED TO 95% AND IN BASEMENT ( IF APPLICABLE ). P051TION NEAR NAIL SHEATHING TO SILL PLATE i' ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. ep Z , n, ASSEMBLY: o " o, l o RELATIVE DENSITY. ,: ad NAILS s 4" O.G. 1). PREA55EMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WASHERS) 5ALVINIZED OR FIRST FLOOR ���� 2 - REBAR c „ - „ FIRST FLOOR '1. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE '21 SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND y C me STAINLESS STEEL WOOD SCREW a 12" O.G. ON EACH LEVEL OF DWELLING A5 REQUIRED BY : 5/8' X 12" A.B. 046" OC. : SUPPORTED BY DOUBLE UPRIGHTS, d.0 FT AND OVER 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ �_�, ml FENDER WASHER, �__� NEW YORK STATE BUILDIN6 CODE. BY TRIPLE UPRIGHTS. ALL HEADERS TO BE J g , Cla M;; #10x3" (w/ WASHERS) GALVANIZED OR 5TAINLF-55 STEEL MINIMUM OF 2-2xb OR AS SHOWN ON DRAWING. W a o m WOOD SCREW a 16" O.G. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO c~i0r ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 8. PROVIDE FIRESTOPPMG AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDIN6 PERMIT W J •wz,3 #10 TEE NUTS ATTACHED TO 51-126. Al #10x1-1/2 ( W/ WASHERS) PENETRATIONS 5<z MACHINE BOLT ® 12" O.C. NOW REQUIRES THAT ALL 5LEEPIN6 ROOMS IN THE D W ,0fi HOUSE BE UPGRADED WITH HARD WIRED d WNu 9 WINDOWS - GLAZED OPENING PROVIDE FLASHING AT ALL ROOF BREAKS, Qww'O U� o CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS IINTERCONNECTED SMOKE ALARMS, 2 W . NOe AND DECKS ETC.. x v PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. HOLD DOWN + SHEAR CONNECTION 23. THE NYS CODES AL50 APPLY TO ACCESSORY Q H . �' IN ACCORDANCE WITH LARGE MISSILE TEST OF CRITICAL LOAD PATH 10. DO NOT SCALE DRAWINGS. STRUCTURE DE516N ASTM E 1996 AND:OF ASTM 1886. / tq rp , ICO EU OF TO ABOVE Y USE Y400D ST WINDOWS PANELS SHALL COMPLY W/ WOOD FRAME GONOJTRUGT ON 11 ARCHITECT NOR ENGINEER I5 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD FOR THE INSPECTION OR SUPERVISION OF PANELS RDM R BE PRECUT TO FIT OVER WINDOWS WITH MANUAL qOf SEG, HIGH WIND EDITION THIS CONSTRUCTION PROJECT. FEDERAL, STATE ALIGN WITH WINDOW JACK POSTS , FADER + SILL PLATTE. HARDWARE PROVIDED. FASTENERS TO BE DESIGNED AND LOCAL ZONING AND BUILDIN6 CODE COMPLIANCE PANELS TO BE MAINTAINED ON SITE. SHALL BE THE RESPONSIBILITY OF THE LABEL LOCATIONS ON EACH PANEL. CONTRACTOR. NAILING SCHEDULE FRAMING NOTES TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANIAL, AMERICAN FOREST I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" 4 PAPER ASSOCIATION DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 all a 12" o.C, R BETTER t' 1s3� t 51ZED FOR. COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES INTERMEDIATE. 2. ALL 5HEATHIN6 TO BE APA RATED, EXPOSURE I, 5/5" .v H 11 ALL ft EXTERIOR FINISHES, FLA&41N&, RAFTER/TOP PLATE 3-8d (TOE NAILED) MIN. THICKNESS OR AS NOTED. AND WA TERPROOPIN6 SHALL BE BY ARCHITECT. 0416 o X10 o GEILIN6 JOIST/TOP PLATE 3-8d (TOE NAILED) 3 ALL 5UBFLOORING TO BE APA RATED 5TURD-I-FLOOR, CEILING JOIST/PARALLEL RAFTER 1-I6d (FACE NAILED) EXPOSURE 1, 3/4" MIN. THICKNESS ALL EDGES OF :2 ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT CEILING JOIST LAPS OVER PARTITION l-Ibd (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. SLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 2-8d (ea. and 1-1/4" trap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKE13 er TS GABLE ROOFS BLOGKIN6/RAFTER 2-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE o� RIM BOARD/RAFTER 2-I6d (END NAILED) 4. ALL HEADERS b'-O" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER WITH DOUBLE UPRIGHTS, 9'-O" AND OVER WITH 10129 / 04 TE TOP PLATE/AT I PLATE 2-I6d (FACE NAILED TRIPLE UPRIGHTS. ALL EADERS SHALL BE A CANNECTION5. TOP PLATE A7 INTERSECTIONS 4-Ibd (PAGED ILEV)7) 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA /ya MINIMUM OF 2-2X8 OR A5 SHOWN ON DRAWING. LCI 1-R 51 141 STUD/STUD 2-I6d (PAGE NAILED)' HEADERMEADER I6d (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAM5 AND LVL TOP or BOTTOM PLATE/STUD 2-Ibd (END NAILED) AND FLOOR BEAMS AS PER N.Y.5. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TME 1O o < < 45 (BOTTOM PLATE/FLOOR ® 8'-0" O.G. MIN. PROVIDE 2" SPACE FOR AIR JOIST 2-Ibd (PAGE NAILED) FADERS SHALL HAVE 51 STIFFENERS INSTALLED p .JOIST/SILL, TOP PLATE CIRCULATION IN ROOFS.or GIRDER 4-8d (TOE NAILED) ' � AS PER MANUFACTURERS RECOMMENDATIONS. WEB (BRIDGING/JOIST 2-8d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND H 15LOCKIN6/JOI5T 2-5d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING, POINTS AT A MINIMUM. A SINGLE 1 3/4" STRUCTURAL GABLE ROOFS IBLO6KIN6/51LL orTOP PLATE 3-I6d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES 8 o O T DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL 109 a ASO a 1a < o T4s (LEDGER STRIP/BEAM 3-I6d (PAGE NAILED)( PARTITIONS OR A5 NOTED ON DRAWINGS PERIMETERS. HANDLING, STORAGE, AND ERECTION of DETAILS .JOIST ON LE126ER/15EAM 5-8d (TOE NAILED) COMPOEN75 SHALL BE AS PER MANUFACTURERS PROVIDE ed COMMON NAILS s 4' 0.C. ]BAND JOIST/JOIST 3-I6d (END NAILED) 8 ALL FLUSH WOOD GONNEG7ION5 SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PRESSURE ZONE - 6" O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYF ]BAND JOI5T/SILL or TOP PLATE 2-I6d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14 ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" DIA. 1 o a (PL5YWOOD ROOF DECKING 8d ®4" O.G. EDGES, � " OG. FIELD "TECO" OR APPROVED EQUAL o O c5o !STRIP SHEATHING 8d (OE/RAFTER) GALVANIZED MACHINE BOLTS ® 12" O.G.. SHEETNO PROVIDE ad NAILS • 4" OC. AT PERIMETER INTERIOR PPLYWOOD WALL SHEATHING 8d ®4" O.G. EDGES, 0" O.G. FIELD a NA:.- %G 5GHEOULE SHALL BE A5 PER THE NY 5. PORTIONS OF PANELS IN HIGH . .----. _ ZONES. IPLYWOOD 5U5FLOOR DECKING 8d ®6" O.G. EDGES, ®12" O.G. FIELD BUILL)1'4A CODE AS A MINIMUM ALL 2X6 STUDS 15 THIS DRAWIN6 15 AN INSTRUMENT PREPARED TO NOTE : a = 4 FT. IN ALL GASHES SHALL '4'!"!.E"JC 3- OD NA ,_5 A" SILL AND oLAM FACILITATE GONSTRUGTION AND SHALL NOT BE z COMPONENT AND CLADDING PRESSURE ZONES �,.. TX—'-'* :» WA �� BE 6A_VANIZED CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER ,r. T N C BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: 11 /x/04 APPLICANT: 6R"E5 DATE SUBMITTED: /aS /04 SCTM#DISTRICT: 1,000, SECTION: 119 , BLOCK: 1 , LOT: 4 - SUBDIVISION: — ADDRESS: 9 NlisSau � - CITY: Lour /"67 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 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 any time after 7/1/83 REQ. LOT SIZE: ACT. LOT SIZE:`�e�6-04 REQ. LOT COV. a°-'-" ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SIDE /v ACT. SIDE ✓ REQ. REAR PROP. REAR— REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ,1/pYf,/ /TfiBLE , 7y aLd�- ESTIMATED PROJECT COST: AEI=ECT/ENGINEER: WATERFRONT? ,_DESCRIPTION: uTrCt Ft7Cotiac-9. 9 PANEL # � FLOOD ZONE: BULKHEAD? DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES oro, (BED #): DTE: /_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y or N SEP)AC CERTIFICATION: Y or NEW YORK STATE DEC: PRE-DE 9/1/7 YE or NO NJ LE79 L DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: YES ordM DTE__/ /_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES o DTE: PERMIT#: TOWN PLAN. BOARD APPROVAL: YES o DTE__/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2Q- Y�s r NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: TN. SF FEE FEE FEE ( SF)- (SF)= SFX$ =$ +$ +$ = $ ( SF)- (SF)= SFX$ -=$—+$—+$—=$ ( SF)- (SF)= SFX $ =$ +$ FINAL TOT ' $" - 9s� NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Seed: 120MPH Seismic Design Category:B Weathering: Severe 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/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS:Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N 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 DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE?Y/N(RETURN TO PAGE ONE)