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HomeMy WebLinkAbout31190-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31247 Date: 10/28/05 THIS CERTIFIES that the building ADDITION Location of Property: 265 SUMMIT LA EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 35 Block 8 Lot 5.24 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 3, 2005 pursuant to which Building Permit No. 31190-Z dated JUNE 9, 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 FOYER & FRONT PORCH ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to EUGENE & LOUISE MAHER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A A riz d Signature Rev. 1/81 Form No.6 jW6 a 2 S 2005 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. =2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling$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 `, r Date. V a New Construction: ` Old or Pre-existing Building: LA t\) (check on ) L� /� �c Location of Property: 02(0 �il mm I T =-[I 1V � L �S1/� /�r�d" " House No. r I Street f Hamlet UOwner or Owners of Property: (;EN-e AND /,o L)1S Suffolk County Tax Map No 1000, Section 03S Block d Lot Subdivision Filed Map. _Lot: Permit No._3 A10 zDate cif Permit, 6�3 1 D,Applicant: L& ,M N_b4 T bly Health Dept. Approval:_ nderwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 6�9c- 6 11 Applicryd Signature (� 4 Co -�-_ 30 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. 31190 Z Date JUNE 9, 2005 Permission is hereby granted to : EUGENE & LOUISE MAHER 265 SUMMIT LANE EAST MARION,NY 11939 for FOYER & PORCH ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 265 SUMMIT LA EAST MARION County Tax Map No. 473889 Section 035 Block 0008 Lot No. 005 . 024 pursuant to application dated JUNE 3 , 2005 and approved by the Building Inspector to expire on DECEMBER 9, 2006 . Fee $ 150 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 i r Co �o��oF so�ryOlo cou ,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 290-�-- 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C - t DATE f -< INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION r REMARKS: �' r DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ j KUNDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: evKLI- DATE INSPECTOR ` .4. �- (' O S CA I6o0 -35 -8- 5 at} TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT F nc6 Loucse her U`Y` r e= IS�Mari�, 2 mmrtEsl /rs fed ACR- �sY ACR- , REMARKS pQ� �pp�V title { TYPE OF BLD. v fZWdtkrJ))D3 Ormaduke PROP.CLA ,I L Zoo -L 22(,7 I o- uSrnor MGrtPI $25p LAND IMP. TOTAL DATE %oopp FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL ■///�///�//ll/�li\�■ill■//�■ ■//��//■ilt^�/���\�■ill/■//�■ ■/////llliii//■li//ilii////■t/■ ■■/Ill/llll■/iiliillt!■■illi■ ■/■ll■/lull■lllsn!'�!1!/illli■ ■!.'•lll�i/�/1•li/tliYiiitl�i//iii ■■il/itl�!��=�!��!4il■\Illi/Illi■ _ -> ■IIET�/llllllll/ill/Elll!/ll//i■ �. �: -"`- - - -- . .. lliiiiiil/hili/i/i/i//l//i■ ._ �--:... � ■iliilll■■Ill■■i■■ilial■/li■ ■ill/Ill/■■///��/ii/ail■/l!•i ■!•llll/iill■■11■/Ill■lilll�■ ■1■■ll■/Ill■/li■■■/iiillll/■ ■i/��///liiili■/t■ti/Iii//lllii■ ■ Ext.Walls ■ ■ Fire Place !�!�11L !■ • . Driveway ■■ ■■■■■■■■■■■■■ A FIEL SPECTION REPORT DATE, COM NTS W FOUNDATION(1ST) y -- a ------------------------------------- FOUNDATION -----------------------------------FOUNDATION(2ND) z ROUGH FRAMING& PLUMBING C 3 3 t INSULATION PER N.Y. STATE ENERGY CODE 0 FINAL ADDITIONAL COMMENTS O Z rn V � ro O z d' x d :OWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 --4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 —Survey www. northfork.net/Southold/ PERMIT NO. 3//90 Check 1 ► S O Septic Form N.Y.S.D,E.C. _ Trustees Examined fo 20 0 S Contact: Approved r- 20 Or Mail Q L-0. Disapproved a/c a 8 t`kS ,�tt Phone: , Expiration 20 J6 7 �5n t lLM/ILtM —t' Building Inspector JA 4 APPLICATION FOR BUILDING PERMIT 0 o Date 2 200 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no 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. (Signature of applicant or name,if a corporation) (1 a ,g c� U&)M / T L11-1V 1` (Ma' ' g address of appl' Crrs� R rco�l � /1934 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumb or builder Name of owner of premises kuc 4EIV P 0 to U 6 s P /2)a/1IF 2 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: (9,5 ' SumMI Ltryt° &ST Mar/ d,,) Aj-y House Number Street Hamlet County Tax Map No 1000 Section 3..5 Block_ OR Lot , 2 Subdivision S�a ✓YI n 1 a 1—:SZ—ants Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construc�,--'on: a. Existing use and occupancy R-en 4effc-�a b. Intended use and occupancy feS1D e 3. Nature of work (check which applicable): New Building Addition--)�__ _Alteration, _,- Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (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 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear !Depth _ Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear _ Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated �Ie9 iDe -r r c� _ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES_NOWill excess fill be removed from premises? YES NOX 14. Names of Owner of pr ises ko✓awe / IGS Address*Mv/(r- m f Phone No. rc9�, Name of Architect W01 b 4 9 <�S AddressAJ Phone No Name of Contractor T.&xRMAfu L r/,K` AddressA,� Phone No. G3 / -� 9' /A- t✓HCG 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) S: COUNTY O I ne being duly sworn, deposes and says that (s)he is the applicant (Na`�m d individual signing contract) above named, (S)He is the ontraetor, 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. Swo before me t CL6 TIN day of 206 c Notary Pub is Signature of Applicant CYNTHIA M. MANWARING NOTARY PUBLIC, STATE OF NEW YORK NO:01 MA6100507 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES OCT. 20 035 Young & Young N 400 Ostrander Avenue, Riverhead, New York 11. 631-727-2303 ` Lot 18 Howard W. Young, Land Surveyor �. Thomas C. Wolpert, Professional Engineer Subdivision — Robert C. T ast, Architect Ronald E. Pfuhl, Landscape Architect W E \ �` �i "Summit Estates, Section 2" �` v (Vacant) HEALTH DEPARTMENT USE .O O�'Pj Fr fc15,1F S 1q '»°epy (ALSO KNOWN AS ' rf �V T— NWTER MP1N —_— k � +crr R=170.32' ED trL--96.25' 3 N�n Fe 3 .O C) 3c ��$ .a 1 �« U , a U1 C Sr• fT1 U f c of + I h a 0 W o �° 3q, ;` , o ni 0 CD m SURVEYOR'S CERTIFICATIONo ,p Q,oQ� z?so a tNp • WE HEREBY CERTIFY TO EUGENE MAHER & LOUISE <�N MAHER THAT THIS SURVEY WAS PREPARED IN ACCORDANCE ,O ' N m ". WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY F CA)? o,_ -'sem. 0 1� THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND t4 , z?s� iss' N SURVEYORS. ° ( P O P . O Lot 16 HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 - c. 7 2SF�CANQ�v $€zo OS�� Z " o �� �PcY- f NSE y\� g O . ''o Q c NN ° WU e ac � 6 SURVEY FOR m A o e°r°��, ,5` se o' 9EUGENE MAHER & LOUISE MAHER k Oho ?� 5� $ SJFy`o�1�\e LOT 16 "SUMMIT ESTATES, SECTION 2" as r �y g At East Marion, Town of Southold wog G��° 0 µpa Suffolk County, New York o Ep 5 �Jt Eos O County Tax Map Di tn�t 1000 ScoU.l 35 Bi,�k 08 Lm 5.24 C,'3 rn \ �BUIL-DING PERMIT SUR \/EEY o Q6 0o� P�O�O^� ° NOTE o AREA = 30,000 SO. FT. g� ` �o mJ �� \\ • SUBDIVISION MAP 'SUMMIT ESTATES, SECTION 2' FILED IN \ THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAP PREPARED JUNE 4, 2003 � � MAY 21, 2002 AS FILE NO. 10768. SCA • VERTICAL DATUM = N.G.V. DATUM (M.S.L. 1929) LE 1" = 50' BI' 5 Q MONUMENT SET MONUMENT FOUND A = STAKE SET A- STAKE FOUND JOB NO. 2003-0214 LJ DWG. 2003_D214_bp GENERAL CONSTRUCTION NOTES 12. Basements with habitable space and every sleeping room shall have 23, glazed openings In Wood-Borne debris regions (areas within- at least one operable emergency escape as follows: hurricane prone regions within 1 mile of the coastal high water 1, All construction shall conform to the Residential Code of New York State- Sill height of not more than 44 inches above the floor line were the basic wind speed is 110 miles per hour or greater and all Local Building and Zoning Codes and the A. Minimum net clear opening of 5.7 sgaure feet. or 120 miles per hour, shall meet the requirements of the large effective January 20113, atioConstruction Code ALL CODES Except grade floor openings shall have a minimum net clear Missle test ASTM E 1996 and the ASTM E 1886 New York State Energy and all Shall superceds the drawings and shall be Incorporated Into the opening of 5 square feat. referenced therein. O Z drawings WHETHER they are indicated on the Plans or NOT. B. Minimum net clear opening height shall be 24 inches. C. Minimum net clear opening width shall be 20". A. EXCEPTION: O 2. The reference Standard that was utilized in the Design of the D emergancy escape and rescue openings shall be operational Wood Structural panels with a minimum of thickness of 7116 Inch _ the structure is the AMERICAN FOREST & PAPER ASSOCIATION from the inside of the room without use of keys or tools and a maximum span of 8 feet shall be permitted for opening Typcial Nailer Z ^' Wood Frame Construction Manual for one and two Tamil dwellings protection, Panels shall be precut to cover the glazed openings 2x Nailer with 1/2" lag bolts 1►VF y g 13. No back-fill shall be placed against the soundation walls with attachment hardware provided in the table below. 1995 High Wind edition. (800-890-7732) THIS MANUAL shall until the first floor framing is in place or brace the foundation Label all panels and store in a clean dry area of the house. on Center. O be incorporated Into the drawings WHETHER they are indicated Attachements shall be provided in accordance with the table Eac:11Simpson ter. connector to on the plans or NOT. 14. Double joists under parallel partitions and under whirlpool tubs. as follows: Each Rafter. I^ 3. Written Dimensions take precedence over scaled dimensions Double around openings in floor and roof framing. -- 4. The contractor prior to the start of construction shall verify all 15. Metal flashing shall be Installed were Concrete abuts wood, Fastener Schedule for wood plywood panels Q IT- dimensions, existing or new and be responsible for field fit. amd were decks abut house framing. TABLE 1609.1.4 V 6. Install joist hangers at all flush structural load bearing conditions. Fastener PanelSpan an Panel S an Panelan S \ "Cr 5. All electrical, Mechanical and Plumbing shall conform to all State, Local 1P P P � 1. and County Codes and shell be Inspected and approved by the governing Type Less than or less than or less than or ' Teco ea each rafters 1 � 1 17. ALL habitable rooms shall he provided with aggregate glazing area equal to 4 feet equal to 6 feet a aul to 8' fill all nail holes 4F1 LU agencies. The General Contractor Seel!be reponsible for all Installation, q q q materials, design and code compliance. of not less 8 percent of the flash area of that room, and floe minimum `J operable area to the outdoors shall be 4 percent of the floor area being w^ 6. The Plumbing system shall be installed in accordance with Chapters ventilated. Refer to Code section R303, 2-1/2"#6 Wood 16 inches 12 Inches 9 inches / dJ Z 9 Y P Screw or IDd on center on center on center 25-32 of the residential Code of New york 18. All window and door headers to be 2-2x10 unless noted otherwise. NailsLU lu "Porch Column or 7. The Electrical equipment and wring shall be Installed in accordacne Poet - sae plane with Chapters 33.42 of the Residential Code of New York State. 19. Vent dryers to exterior and bathrooms shall have mechanical ventilation 2-1/2"#8 Wood 16 inches 16 inches 12 inches where no window is provided on a separate switch, Screws on center on center on center „^ DEGK'NG 8. The mechanical system shall be installed in accordance with Chapters 20. Guardrails are required where the difference in GRADE is more than Teco each IHI- 12-24 of the Residential Cade of new York State. 30 inches and openings In guardrails to be 4 Inches maximum apart. TYPICAL olet to Irdar 9 P This table is basad on a maximum wind speed (3-second gust) i / J 9 (n Handrails are reguiried on stairs with 2 or more risers of a 130 miles per hour and a 33 foot mean roof height 2X DECK JOISTS-see (Plan FLOOR SYSTEM /1 lu 9, All Footings shall bear O Virgin, undisturbed soil with a minimum 9 2 x Treated Nal len Board , 4x4 or 6x6 POET u bearing capacity of creta per square Foot 21 Smoke Alarms Shall be provided in each sleeping Room, outside of Fasteners shall be Installed at opposing ends of the wood lone size larger than Jolet) //aImpeon Galvanized UJ each separate sleeping area in the immediate vicinity of the bedroom structural panels La Bolted to Framing with poet to Concrete !!lyyy...... L 10. Poured in Placa concrete shall have an ultimate compressive strength 9 9 c and on each story of the dwelling, including basement and cellars. Alarms at 28 days of 3000 psi. Except exposed slabs, garage slabs and steps V2' diameter n center connector ABu44 LU shall be interconnected and hardwired to n commercial source. Weare screws are attached to masonry or stucco, they shall % shall be 3500 psi. All work shall be In accordance with Chapter 4 of the bolts at I6" on center gtra back of ore equal WHENEVER an alteration, add non, or conversion is made to an existing be attached utilizing vibration resistant anchors having s P p Residential Code of New York State. All Concrete shall conform to 9 9 ate Bred with a 2x2 residence, the smoke detection system of the ENTIRE residence must be minimum ultimate withdraw capacity of 490 pounds 99 poet to Header �� the latest ACI standards. brought up to code, hardwired and interconnected. Code section R317.1.1 Treated ledger board,. Coro Typclel Gely. �� Taco Each Joist to Nailer Strep 3-8d Nalle �� I ' ' 11, Base design value for visually graded dimensional lumber, IE;Joists, studs 22 Carbon Monoxide Alarms: All CO alarms shall be connected to the lighting DESIGN LOAD INFORMATION In each End UJ n Rafters and All Framing lumber shall be DOUG-Fir#2 or better, E=1.6, circuit with no intervening wall switch. Battery-powered alarms are not allowed. Fb = 875psi, (based on table 4A WFCM), repetitive member shall be1006 psi CO alarms are required on each level on which sleeping quarters are located, A. Ground Snow Load: 45 psf B. Rooms other than sleeping: LL= 40psf, DL = 10psf C. Sleeping Rooms: LL = 30psf, DL= 1 Opsf UJ Nailing Schedule for Lateral and Shear D. Roof: LL= 30psf, DL= 1Opsf TYPICAL STRAPPING FOR �- ROOFSHEATHINGATTACHMENTREQUIREMENTS E. Roof with cathedral Ceiling: LL= 30psf, DL= 16 psf Connection requirements F. Decks d Exterior Balconies: PORCH/DECK CONSTRUCTION LL= 60psf, DL= 1Opsf BAKED ON TABLE 3.1, 3.3A, 3.4, 3.1 OF THE WFCM 1995 HIGH WIND ADDITION BASED ON TABLE 3.6 OF THE 1995 WFCM HIGH WIND ADDITION G. Guardrails and Handrails; LL=200psf 3 O O H. Attic without Storage: LL= IOpsf, DL = 10 sf DETAIL FOR STRAPPING PURPOSES ONLY, REFER TO Maximum Nall spacing for Bd Deformed nails P I. Attic'writh storage: LL= 20psf, DL= 10paf PLANS FOR ACTUAL CONSTRUCTION MATERIALS AND DIMENSIONS. lu DESCRIPTION NUMBER OF NAIL SPACING J. Seismic Design catagory: C COMMON NAILS 120 i(MPH) K. 3-second design gust wind speed of 120 mph Z CO (MPH) e e P PHD5 HOEDOWN ROOF FRAMING SHEATHING LOCATION Spacing At panel At intermediate 5/8" THREADED (SEE NOTE A) edges edges ENERGY NOTES ROD RAFTER TO TOP PLATE (TOE NAILED) 3-80 EACH RAFTER 1, The Architect certifies that to the best of his knowledge, INTERIOR ZONE 12" O.c. C. 12" belief and professional judgement,the drawings are in compliance CNW COUPLER ^ �r CEILING JOISTS TO TOP PLATE (TOE NAILED) 3-BD EACH JOIST I6" O.C. b" 12" 0 with the RES-CHECK report for the New York State Energy NUTS -y FLR JOIST (n , CEILING JOI8T8 TO PARALLEL RAFTERS ,FACE NAILED) 6-160 EACH LAP W J _ PERIMETER EDGE ZONE 12" o.c. c1. Conservation Construction Code effective July 3, 2002S/8" THREADED CEILING JOISTS LAP OVER PARTITIONS (FACE NAILED) 5-I6D EACH LAP 16" O.O. 6" 6" 2, All HVAC systems shall meet the NYS Energy Code. It shall ROD, IMBED 1" �� PHD5 1 O Q be the responsibility of the General contractor to submit CONCRETE HOEDOWN MIN. INTO CONCRT U) COLLAR TIES TO EACH RAFTER (FACE NAILED) 4-80 EACH TIE in detail the design, calculations, drawings of the mechanical, ZLU Fasteners for asphalt shingles shall be galvanized or stainless steel, air conditioning, ventilation. heating systems stamped by a _078" LU Q $LOCKING TO RAFTER (TOE NAILED) 3-BD EACH END aluminum or copper roofing nails, minimum 12 gage shank with a professional engineer if required by the Owner or Building Dept -I J minimum 3/8" inch diameter head. the fasteners shall penetrate X -BUILDING Q RIM BOARD TO RAFTER (END NAILED) 2-I6D EACH END through the roof sheathting and comply with ASTM F 1667 3. All glass to be double paned, insualted with a LOW-E Coating TYPICAL CORNER IFICORNER 0 d RAFTERS TO RIDGE, VALLEY shall have a U tactor of not greater than .35 VALLEY OR HIP (TOE NAILED) 4-I&D EACH RAFTER All asphalt shingles shall have self-seal strips or be interlocking, HOEDOWN SECTION PETAL LV LJJ U_ Z J RAFTERS TO RIDGE, VALLEY OR HIP(FACE NAILED) 3-160 EACH RAFTER and comply with ASTM D 225 or ASTM D 3462 4. All exterior doors, Including the basement door shall be insulated TYPICAL CORNER HOLD-DOWN with a maximum U factor of.4 and have weatherstripping. N.T.S. V LU CL O WALL FRAMINGrated doom rs shall have the some U factor and PLAN DETAIL �nn N Far normal applications, asphalt shingles shall be secured to roof Exterior Bweetherstrlpping and shall be self-closing. N.T.S. (n v r with not less than six fasteners per strip. N.T.S. TOP PLATE TO TOP PLATE (FACE NAILED/ 2-16D NOTE I PER FOOT RAFTER STRAP ICE PROTECTION over rafter Simpson Strong-tie MTS 30 TOP PLATE AT INTERSECTIONS ( PAGE NAILED) 4-160 JOIST- EACH 610E An ice barrier that consist of at least two layers of Undedayment UPS RT10 ANCHOR is Optional�, Strap DOES NOT have to be wrapped STUD TO STUD (FACE NAILED) 2-160 24. ON CENTER cemented together or of a self-adhering polymer modified at each Rafter. With over EACH RAFTER to achieve full load. CUT / 1-1/4" gate. x 20 gage bitmumen sheet. Ice protection shall extend from the eave's (6) 8d nails in Rafter OR LENGTH coil strap with (5) Bid nails HEADER r0 HEADER (FACE NAILED) 160 la' O.C. ALONG EDGES edge to a point at least 24 inches inside the exterior wall line 12" Min in each end at each rafter. TOP AND BorroM PLATE ro STUD 2-160 EACH sruo of the building, (8) 8d nails in Plate 1.3/4" x 20 Gage Metal Coil Strap ! (6) Bid nails in Stud with (5) 8d common nails in each end. 00 BOTTOM PLATE TO FLOOR JOISTS OR BAND JOISTS 2-I6D NOTE I PER FOOT NOTE A: For roof and wall sheathing within 4-feat of the perimeter 1-314" x 20 Gage Metal DCII AT EACH RAFTER. ,a LU CLEAR Or use 1-3/4" Metal _J DOUBLE TOP PLATE MINIMUM 40 INCHES OFFSET 8-I&D edge of the roof, include on each side of the roof peak, uT, Q Strap with (6)-8d common Halls Coil Strap 20 Gage with O v OF END JOISTS. FACE NAILED IN LAPPED AREA the ll foot perimeter edge zone attachment requirements j _ 1.3/4" x 20 Gage Metal Coil Strap S O O N shall be used, in each end. catch ark studs 7 8d common nails N ;with 6 -8d common nails in each end. in EACH END at c+i CONTINUOUS HEADER TO STUD (TOE NAILED) 4-aD and window Or door Header. ( ) Typical each side and ALL �� catch jack studs and window or door N EACH Stud. WALL SHEATHING ATTACHMENT REQUIREMENTS windows and doors. Header. Typical each side and ALL Provide 12" Min 0 CONTINUOUS HEADER TO STUD (TWO PIECES) 16a 16" P.C. along each edge BASED ON TABLE 3.9 OF THE 1995 WFCM HIGH ADDITION WINDOWS AND DOOR FRAMES. I' minimum BUILT UP CORNER STUDS Ise 24° ON CENTER Maximum Nail spacing for fid Common nails ALTERNATE End Simpson Strong-Tie RAFTER TO RIDGE STRAP Distance CS Coiled Strap BUILT UP GIRDERS AND BEAMS toe -- RAFTER-TO-STUD CONNECTOR & RAFTER-TO-STUD CONNECTOR & p WFCM 3.2.5.1 Exception: 2-wcH LUMBER LAYERS x� 120 (MPH) P JACK STUDS TO HEADER TIE JACK STUDS TO HEADER TIE WALL TO WALL STRAP Ridge straps as not required Z when collar ties of nominal 2x4 lumber N.T.S. Refer to NalOCCUPANCY" MAIL EACH LAYER AT 221-iNcuee ON CENTER AT TOP SHEATHING LOCATION a acro At panel At Intermediate N.T.S. y located in the u ;^ AND BOTTOM AND STAGGER NAILS. 2-NAILS AT EACH Spacing P CJ�iCUPANCY OR Aper third of attic space V END AND AT EACH SPLICE (SEE NOTE AJ eedges Schedule and attached to each pair of rafters. dges ,^ INTERIOR ZONE 12" o.c. b" 12" USE IS UNLAWFUL Nall each dance with[holler ties in _v FLOOR FRAMING Ib" o.c, 6, I2" WITHOUT CERTIFICATE ku" '.l9Poa`f 'i1oN" _ 4•FOOT EDGE ZONE I2" o.c. b" 6 �•1-1/4" x 20 gage G-185 OF OCC PANCY' Ill THERMUIREMEW84F HEN JOISTS TO SILL, TOP PLATE TO GIRDER fTOE NAILED) 4-80 EACH JOIST 16" O.G. 6" 6" S LADES OF NEW,VOk9K STAT . W M Galvanized Strap BRIDGING TO JOISTS ROE NAILED) 2-8D with (5)-8d common nails EACH END APPROVED AS NOTED r 'NOTE A: at each stud, wrap under sill CERTIFICATION OF Q � � BLOCKING TO JOISTS (TOE NAILED) 2-aD EACH END For roof and wall sheathingwithin 4-feel of the perimeter edge of the roof, 1/2" COX plywood \ and nail to back of each sill to / B.P.y I ' V OIL } P W DATE: ` ' NAILING&CONNEGTIO S W Z include on each side of the roof peak,the 4-foot perimeter edge zone Panel, Attached t0 ` p BY: REQUIRED. o BLOCKING TO SILL OR TOP PLATE (TOE NA,LED) 3-I6D EACH BLOCK P 9 Strap may be attached OVER H E attachment requirements shall be used. Frame in accordance the plywood OR direct) to FEE: T r� LEDGER TO STRIP SEAM (FACE NAILED) 3H&C, EACH JOIST with Note # 22 and ° p y NOT BUILDING DEPARTMENT AT 4 > rq FLOOR SHEATHING ATTACHMENT REQUIREMENTS Studs 765-teD2 8A TO 4P FOR THE . W JOIST ON LEDGER TO BEAM (END NAILED) 3&D EACH JOIST Table 1609'1'4 .�- FOLLOWING INSPECTIONS: �� q!F0°1t'"�,= m V TO m o BASED ON TABLE 3.12 OF THE 1995 WFCM HIGH WIND/ADDITION BAND JOIST To Jomr TEND NALFp) 3-I6D EACH JOIST shall be attached with a minimum of ad common nails 1. FOUNDATION - TWO REQUIRED . .`.;.,c, J. [,u +'A N spaced at a minimum of 6-inches on center on •/-�" ' O BAND JOIST TO BILL OR TOP PLATE (TOE NAILED) 2-I6D NOTE PER FOOT WINDOW UNIT FOR POURED CONCRETE panel edges and 12-inches on center in panel field 2. ROUGH - FRAMING & PLUMBING g ` °- P; co 3 NOTE 1; NAILING REQUIREMENTS ARE BASED ON WALL c . INSULATION vJ d rap strap under 4. FINAL - CONSTRUCTION MUST sill alnd Nail to BE COMPLETE FOR C.O. 4' SHEATHTING NAILED 6" ON-CENTER AT PANEL EDGES. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA t I=„ q back Of Sill ALL CONSTRUCTION SHALL MEET THE GROUND WIND SIESMIC WEATHERING FROST TERMITE WINTER ICE ISHIELD FLOOD HAZARD REQUIREMENTS OF THE CODES OF CEILING SHEATHING ATTACHMENT REQUIREMENTS LSNOW OAD {MPH) CATAGORY DIN EPTH TEMPPLYWOODREOUREOMENT PLYWOOD STORM PANEL YORK STATE. NOT RESPONSIBLE F DERWAITEAS ATIFlCATE 5d cooler nails spaced 7" on edge and 10" In field SHUTTER DETAIL DESIGN OR CONSTRUCTION ERRORS. FE0I11A 45 LBS 120 C SEVERE T-0" MODERATE 11 DEGREES YES REFER TO Refer to General Note#20 for Panel FOUNDATION-SILL-STUD LANs suaysv STRAPPING RETAIN STORM WATE RUN fastener requirements- TYPICAL EXTERIOR WALLS PURSUANT TO SECTIO 45-1 C 1 TABLE R301.2(1)NEW YORK STATE CODE OF THE TOWN CODE. OIz zz OI O Q � 1 , wl 3: cA U 1 u I z ' I ' I UJ LU OAU Q I 95-011 Z V/ 211-611 1 401-011 21'-611LU I jaA � - ----------- ---------------- ------------ ------------------------ ; ! ----------------- ----------------------------------- ----- --------------- ---- 1 - .• - 1 I • . • .- I . I • . - 1 ♦ • -. -• • - . • -• , - I 1 r O D I D 1 11 D 1 • i • 1 . . '1 . 1 . . -- 1 . -- 1- --- . . . .• -1 47777777777777' . 1. .• -1 • ° I1 i 1 1 • I • J ; 1 • I i I • 1 LU ' ; I • 1 I I ' • I , ; ; 1 III - � i • C), 2 '1 i Op 1 WjU� 2 R ° WK2�z_ O za<z EXISTING FOUNDATION .=00�odm ,o o=o (? l. NEW • 1 , . I UWOj¢H TYPICAL FOUNDATION i D i �wwrrcnaji nln ozc.t ??/D5OWseLlPINel a0LL€0 Z. pins between now 1 ; / and existing foundations. The pins 1 are to be spaced a maximum of 16 1 ; j Inches vertically and are to baa I I minimum of 24 inches long and grout ' y ' NEW � � solid with non-shrink high strength grout. 1 1 1 � 1 O CRAWL s • 1 ° ' = 1 1 2" cont. Slain j ° -- -----�----- `n-- ----------- •° 1 • I .- v1 r- • . r- r r- v1 .- v ° • � W Provide bridging ° ; NEW I T >> I W I 1 as per coda typical all spans. I Typical Nailer NEW \ • 2x8 or 2x10 treated Haller TYPICAL PORCH/DECK FOOTING • lag boli to Frame with h" bolts p ; ; 12" Diameter poured pier footing to ' I ■81m eon PHD5 Hold-downs with 5/9" anchor I NEW ; At 24 on center with taco g p p I O I II 0 1 virgin loll, 6" Treated tet ; , (Y K and 14 SDS �+ x 3" wood screws. Provlole at ; 2x � z; ; x .. -see details on drawing-1 For 1 I , Iii 1 c Or use 2x2 ledger board. I } p corners of garage walls and doom and at m m . I I * 16 •c. ; Flash were dock abate Q 1 I strapping and uplift connections. m N Building corners- sea Foundation plan ; I I = house a ui z O 3 0. 1 I and Drawing-I detail sheet for details on Tie Downs e ; 1 ° z X I and strapping I 1 0 a NEW 3-2x10 treated girder N z Q Q 1 . . 1 1 ------- ---------- --------------------------------------------------------- .. .. r . • =c__==_=_c= = ------c - c=====c== ------------ 7.7 r- 1 • 3_____________________��' -_c z�c 1 --- --------------------------------------------------------------------------------- -- -• , I 1 'A 1 �� y1� 9 0,l Z 1 .4" 1 321-8 1 21'-611 NEW 40 -0 1 21'-611 I 95' O" W �— a KEy FOUNDATION PLAN TYPICAL FOUNDATION Q U a Z 1 SCALE: 1/411 I1—Oil In accordance with chapter 4 of New York State Code. —� L11 0 EXISTING WALLS TYPICAL. ANCHOR BOLT 8 poured concrete wall on 16'1 x a" Concrete wall footing, F Q j M B h 0 46" on center - minimum A p g _ � xM Hold 12' off corners and hold 4 to 12 off All foundation wells to extend to vlr In Boll and ba ec,'' --------' exterior Dam rooFin NEW WAL1-5 embedment of 1" with 3° x 3" square washer. 2-2 x 6 treated sill plates, Sill seal, Termite Shield. .v' q 9.`�av 'e°� LJ r , '0 O)o 11 n t; .c% d(a. m y 3: C N TO BE REMOVED g �Y •5- each end of each &ill plate, Uplift strap Full height walls +d� _+ s 0 p M j connections at all bearing wall&. See dwg-1 G Q �i tD o �- � z z 00 Q (Y Q � B ------_ A ------- U LU ( UU1 Q 95 OII 1 O LU 2,, 611 z � 401-0' QL 2,I 611 lu Q —1 (y- Z ju N d O U- lU ' c� I z O O EXISTING DWELLING---__ �o NO WORK --T- - oo- o 1- 7U F w'U� w i wrz-zo Ow ri' Urw ¢ �U ' iowUm a Q5r_Oni 21_,u � WU02Z�<<qOY `l FUF-CjF N xp WVo U. � UW Oy�¢F) �2W KW W a U- _--remove existing front door O WXiMUZOO and part of the wall, 0 ZL ain ?0 Provide New &2x10 Header z I � Q exleting closet O -2X6 KNEE WALL Jexisting windows ABOVE NEW ENTRY FOYERS 3-2X12 ✓ °o ENCLOSURE -- --- — M LU 2XB PORCH RAFTERS I6" OC 36" S — ----m --- -- m Q Ins /we Q > LU ul z AOC existing windows - (L existing windows U 0 V " " 1=11j= " " N z p Q It -- --- ------------- - - CI(0 \B" ROUND; COLUMNS 9.-O° „ Wood deck with U) 9 -C? 36' high wood rail Z *4" 32'-5" and steps to grade 2,1 6° 4&-0" 2, -611 N _ 0) W d � WINDOWS, FWH, FWCs Electrical Note: Q U W Z ecr Plane Indicate ANDERSEN series 400 KEY 7 W v ` model numbers. Provide LOW-E glass IST FLOOR PLAN All electrical equipment andjwlring &hall be installed I-- Q 0 LO O EXISTING WALLS c ._ M with a minimum de&(gn pressure rating ❑ II In accordance with Ghaptera133-42 of the Reeldentlal _ � SCALE: I/4 = I -O 2 of DP 40 ® - NEW WALLS Gode of New York, r�a�' � W -p 0) 00 Substitutions made upon meeting NYS Code, _ -_ -_ _ TO BE REMOVg`D PORCH AREA: 343 SF £^ J' ' m U = -0 N See general notes 9, 14, 20. �Iv � ,pS O AREA ADDED: 71 SF Q LO 3 0 4b I 01 B 3 � z BUILD REVERSE GABLE OVER NEW ROOF, O o jWITH 2X6 RAFTERS *16" OC WITH 2X4 NEW ROOF / COLLAR TIES AT 16" OC TYP, ROOF GONSTRCUTION EXISTING ROOy Q � IX6 FASCIA Q LATTICE FASCIA AND SOFFIT TO ALIGN WITH EXISTING LU AND MATCH EXISTING 3: (� U UJ LU ,Y LUI LU 36" High Falling -�EXSITING-- � Q as per Gode --yy - - '( 4 NEW FOYER I P.C. PIER fi ADDITION I V �' L J `wood steps andPORCHaading NEW PORCH ADDITION 1.0 ,'nn to grade. handrail and vJ I Guardrail to code 1 LU - - - - - - - - - - - - - - ' U- - - - - - - - - C - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - JI- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � — FRONT ELEVATION illi o 0 SCALE: 1/4" 1 '-0I' Z ' - 117 A0 oop _ _U W Ute• U WzHz— mH HR LL p2�°mow W �W°zm Ozz TYPICAL ROOF CONSTRUCTION xiozM0 Glass A Asphalt roof Shingles Forza zo'� with six fasteners per shingle, c�iWos��°-'°; Ice / Water -Shield, aauW,Pimm 30 Lb Underlayment Felt. Zoo any°_oo Framing As per plans with 1/2" exterior grade plywood Sheathing, Nalling to Framing In accordance with the fastener schedule and uplift Strapping details on Drawing -I. TYPGIAL SOFFIT CONSTRUCTION. Match Existing with p Vented Vlnyl Soffits B N r N TYPICAL EXTERIOR WALL 2 x 6 Doug-Fir Wood Studs 6 16" on center. 2x12 on Flat- Double top Plate and Single Sole Plate, teco each 2X8 Rafters 16" or— Exterior Grade 1/2" Plywood Sheathing-see rafter at each with R-30c 2x12 on Flat 3 (e fastener schedule on drawing-1, tyvec House foist \ Typ. Roof Const. 2X8 Rafters 16 cc Wrap or equal. Siding to Match existing 12 E ING ROOF F ING Taco each Typ• Roof. Const.-� O uplift Strapping Installed in accordance with `/- ssC� Rafter at eac 12 r > WFCM 1995 manual and details on drawing-I. foist +/- 2s© �j 3 TYPGIAL FLOOR CONSTRUCTION �� T Soffit Beaded Wood _ -- _ N Oz f 0. L5" x 2 furring 5trlps Const, All n with Porch Soffit Cl Q Match Existing on each rafter g 2x6 KNEE WALL 3/4" Plywood 5ubfloor, Glued and Nailed In 2-2X10 hdr EXISTING DWELLING Existing and Match ® � WITH R-19 accordance with the fastener schedule. 1/2" Sp. Bal Finish Clg \WRAP IN gyp bd Existing �� B Q Floor olsts and Brld In as per NYS Code. NEW Round 1 EXISTING DWELLING N FOYER 2x6 KNEE WALL Column � EXISTING EXTERIOIR WALL Z TYPGIAL FOUNDATION Poured ncret wall with R-19 EXISTING FLOOR CONST. a �,� II Ue 81' 3000 si Poured concret well on 16° x 8�� IIIiiL��'i Poured Concrete Wa11 Footing, Exterior- EXISTING FLOOR CONST. 0 N Damproofing. 2- 2x6 treated 5111 Plates, - -- - Sill Seal And Termite Shleld, R-30 Anchor bolts per Foundation Plan �+ and Uplift Strapping per WFCM 1995 manual �; 2" concrete slab T Nailer yi W F- a`4 } Taco Each ,Joist t In Z and details on Draw(ng-1. NE(� 3-2x10 ,� -2X8 DECK JOISTS 16" OC Q W _ :. teco each ,Joist ' tj I0 LO NSULATION SCHEDULE CRAWL SPACE Q > vaulted Ceiling..................................R-3o '•• '; EXISTING BASEMENT; a Floor(unheated space).......................R-30 �; �; -gyp �COO Exterior Walls 2x6...............................R-19 :' .. . .. . .. . .. . %' I �.�& , m N. _ 0 � EXISTING BASEMENT AllGlazing...........................................0=,35 Doors-less than 509' lazin U•.40 y o g g............... Q to � Doore-greater than 50% glazing......-U•,35 v INTERIOR WALL FINISH Provide 1/2' Gypsum Wall Board on celinge SECTION, 5 - a t basement walls and unless S�GT ��N and walls except p SCALE: 1/4" V-O° SCALE. 114'1 1'-011 r