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HomeMy WebLinkAbout30608-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31926 Date: 10/20/06 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 125 SUTERS ROW MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 116 Block 4 Lot 31 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 26, 2004 pursuant to which Building Permit No. 30608-Z dated SEPTEMBER 1, 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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JAMES P & DENISE N MARTIN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0055 06/28/06 ELECTRICAL CERTIFICATE NO. 2044339 01/27/06 PLUMBERS CERTIFICATION DATED 06/23/06 PREFECTION PLUMB.&HEATING uth ized Signature Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use.: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form), 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead, 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $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: Z S urcn-s t2t§-o-4 T 'c7 (r V,)a, House No. Street Hamlet Owner or Owners of Property: V ,4L C � - -- �— Suffolk Comity Tax Map No 1000, Section Block�--Lot Subdivision — _Filed Map. Lot _ Permit No._SO(o D S Date of Permit. l 0 _Applicant: kA+ Health Dept. Approval: _ _ Underwriters Approval Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ZApplic t Stgnat e� 73° co-z,319Z 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. 30608 Z Date SEPTEMBER 1, 2004 Permission is hereby granted to : JAMES P & DENISE N MARTIN 145 EAST 81ST STREET NEW YORK,NY 10028 for ADDITIONS AND ALTERATIONS TO AN EXISTING DWELLING (4 BEDROOMS ONLY) AS APPLIED FOR at premises located at 125 SUTERS ROW MATTITUCK County Tax Map No. 473889 Section 116 Block 0004 Lot No. 031 pursuant to application dated AUGUST 26, 2004 and approved by the Building Inspector to expire on MARCH 1 , 2006 . Fee $ 1, 958 . 10 orize ORIGINAL Rev. 5/8/02 O rJ�rJ�rJ�rJ�rJ�nJrJ�rJ�rJ�r.Pr�rlr�rJrJ�rJ'd�r�rJ�cJ�cPrJ�rJ�r�cPrJ�rJ'acPcPrlrJ@PrJ�rJ�rJ�rJ�rJ�cPr�cPrJ'cPrJrJrJ�rJrJ�rJ�tPrJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�r�r�rlr�rJ� � / BY THIS CERTIFICATE OF COMPLIANCE 5 FIRE 5 NEW YORK BOARD OF UNDERWRITERS5 5 BUREAU OF ELECTRICITY r5 5 40 FULTON STREET — NEW YORK, NY 10038 555 S CERTIFIES THAT 5 Upon the application of upon premises owned by 5 5 G & S ELECTRICAL CONTR. ' MARTIN 5 5 P.O. BOX 215 125 SUTERS DRIVE 5 5 SOUTHOLD, NY 11971, MATTITUCK, NY 11952 c5 5 Located at 125 SUTERS DRIVE MATTITUCK, NY 11952 5 t5 5 Application Number: 2044339 Certificate Number: 2044339 r5 �S Section: Block: Lot: Building Permit!30608 \ BDC: ns11 IC Described as a Residential 3000-4000 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement, First Floor, Second Floor,Attached Garage,Outside,Attic, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 5 authority having jurisdiction, and found to be in compliance therewith on the 27th Day of January,2006. Name OTY Rate Rating Circuit Type S 5 LJ Miscellaneous 5 6000 SQ. FT. RENOVATION 5 2 steam units-20 amp 5 L5'D Alarm and Emergency Equipment L5J 5 Sensor 3 0 Carbon Monoxide rj 5 Appliances and Accessories 5 5 5 Exhaust Fan 7 0 F.H.P. 5 Oven 1 0 30 Amps 5 5 Dish Washer 2 0 1.2 KW 5 Furnace 1 0 Oil 5 Air Conditioner 1 0 18.000 BTU 5 5 Air Conditioner 1 0 24.000 BTU 5 5 Air Conditioner 1 0 42.000 BTU 5 Air Conditioner 2 0 48.000 BTU 5 5 Panels 5 1 50 3 seal Wiring and Devices Continued on Next Page I of 2 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 f7 rJ�rJ�rJ�rJ��nrrdn�nrlrJ�r�rJ�cPrlr PrJ�cnrJ�rJ�rJ�rJ�rJ�rJ�rJ�cPrJ�rJ�rJ�r��nrJ�rJ�rJ�r�rScPcPrJ�rJ�r�r�rJcPcPr Li.E! nrPcPcPcPr�rJA�rScPrJ�rJ�rJ�rJ�rJ�cP O � rJ�rJ�rJ��nrJ�cnrJf�nrJ�rJ�r�cPrlcPrJ�cPr�rJ�rJ��ncnr�rJ�cnrJ'arnrJ�rJ�rJ�rJ@PrJ�rnrJ�rJ�l-dJ�rJ�rJ�rJ�rJ�cncPrlr�cPr�cPrJ�rJ�rJ�rnc.racnrJcPcPr�rJ'arJ�rJ�rJ�rJ� Co 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by S 5 G & S ELECTRICAL CONTR. ' MARTIN 5 5 P.O. BOX 215 125 SUTERS DRIVE 5 5 SOUTHOLD, NY 11971, MATTITUCK, NY 11952 5 5 Located at 125 SUTERS DRIVE MATTITUCK, NY 11952 5 555 5 Application Number: 2044339 Certificate Number: 2044339 c� IrsSection: Block: Lot: Building Permit:30608 BDC: ns11 �5 Described as a Residential 3000-4000 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: S 5 Basement, First Floor, Second Floor,Attached Garage, Outside,Attic, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 CSU herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 27th Day of January,2006. 5 5 Name OTY ine Rate RatCircuit Tape 5 5 5 Outlet 162 0 Fixture 5 Fixture 162 0 Incandescent 5 Outlet 215 0 General Purpose 5 Cj Receptacle 106 0 General Purpose C5 5 Switch 108 0 General Purpose L� 5 5 Dimmers 22 0 5 Receptacle 1 0 20 amp Laundry 5 5 Receptacle 2 0 30 amp Dryer 5 Receptacle 21 0 GFCI 5 5 Service 5 1 Phase 3W Service Rating 400 Amperes 5 5 Service Disconnect: 2 200 cb 5 5 Meters: 1 5 5 5 5 sea/ S 2 of 2 5 r� This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 o �s��LPsdsMnJ�sMZURUU TEL. 765.1802 �zura �O��EFULK�oGy TOWN Or SOUTHOLD OFFICE 017- BUILDING INSPECTOR o z P.O. BOX 728 TOWN IIALI, SOUTHOLD, N.Y. 11971 C E R T I F I C A T I O N Date Building �Permit -� No. Owner l/'n (please print)) (please print) i certify that t-he solder used in the water supply system contains less than 2/10 of 1% lead. ec- (plumber' s signature) sworn to before me this 2 -- �--daY of -- ------ , - 2 ooL Public Notary Public, S E f��k County John M.Judge NOTARY PUBLIC State of New York No.01JU6059400 Qualified In Suffolk County Commission Expires May 29,20 0 *OF SO�T�O H �'��OUNfI TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [Z- FIZIL rtNSPECTION [ ] FRAMING / STRAPPING [ [ ] FIREPLACE A CHIMNEY [ ] FIR REMARKS: ` DATE �" �� INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 No INSPECTION e)A) [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:- 14 EMARKS: �r/ /Co�� DATE INSPECTOR �-�c1e 27 S A M U E L S & S T E E L M A N April 27, 2006 Building Department Town Hall Southold, NY 11971 Re: THE MARTIN RESIDENCE 129 Suter's Right of Way Mattituck, New York BP# 30608 Z Attn: Gary Fish I hereby certify the Basement construction at the above referenced project, which complies with the requirements of the New York State Residential Code, in all aspects. Tha �A G. T s, I'll. arrbue lg3g � �k.W cc: Burger ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEW YORK 11935 (631) 734-6405 FAX(631)734-6407 S A M U E L S & S T E E L M A N November 11, 2004 Building Department Town Hall Southold, NY 11971 Re: THE MARTIN RESIDENCE 129 Suter's Right of Way Mattituck, New York BP# 30608 Z Dear sir/madam, On Tuesday of this week, I inspected the completed masonry foundation for the above referenced project and have found it to be in accordance with my drawings and all pertinent regulations. Today, I inspected the completed damp proofing, and approved it as well. Therefore, I hereby certify the foundation, and authorize the builder to begin framing. We have notified the surveyor, that he can measure the completed work, which will be submitted to the department. Please let me know if you require further certification at this time. Otherwise, we will notify your office to schedule the framing/plumbing inspection. Thank you, -�ERED T s C Is J %�r 46 Is 122004 cc: Lger ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEW YORK 11935 (631)734-6405 FAX(631)734-6407 � 1 • � kir,._ �'�,i�-�, _ • Z •1: 1 ► r 'M lgp IMF 11111111 i1pi ■ �. ��i`��j1�1y1•�111� . ' � � . � i T MIM 1111111111112 • r� �STAN MWh�r�: TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNERSTREET VILLAGE DISTRICT SUB. LOT 2S FORMER OWNER �Iy� k' 1E M _ CREAGE ✓� i S )„ W ( TYPE OF BUILDING 'ES. ,, SEAS. \ VL. FARM COMM. IND. CB. MISC. LAND IMP. TOTAL DATE REMARKS ---- lL tO OoO �JrQacJ ���i Q� //hos Ceps/., fs a� >s c rc too QaIGI I N - W ck * v4 - 1) �4Z od U ICb G N N�W NOR111-k.) .BELOW, ABOVE L Farm Acre Value Per Acre Value "illable 1Q '� -illable 2 �1j 3���3 �Cnh1S C07�9 f1At-r\ -illable, 3 ] fl g)L t Q 1tP}C�honS Woodland wompland — D irushlantW -louse Plot otoI r v� u M 3 7 '7 � r G r M. Bldg. 4So Foundation ,l Bath 3 Extension /6 ) Jtt r�V DO 1`jg lf �,� � � Basement �. e t� Floors Extension 2 u 7 t ' ' a S j Ext. Walls / ' 'D ��� ��t Interior Finish 3 , p_Et-::7 Extension Fire Place Heat i c, 14P ,K, f Attic ,'R�kt ' '�: 7 k V Porch 'CCc` � "` Rooms.lst Floor Br �_ ix /y .�;•r/ �'in do Rooms 2nd Floor Garagey y �� = _i 1 0 Y Driveway A �� 14I L go TOWN OF SOUTHOLD PROPERTY RECORD CARD — � OWNER STREET VILLAGE DIST. SUB. LOT ACR. REMARKS TYPE OF BLD. PROP. CLASS LAND IMP. TOTAL DATE FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■f*■■■■ 717■■■■■■■■■■■ ■■■■■i3 iii■i��■■�31■■■■■FiiG:■i1'7■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ _Mood . IV WIN Or SOU IHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying` TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (01) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20_ Contact: Approved ,20_ Mail to: Disapproved a/c Phone: 3 —t�p Expiration ,20 Building Inspector AUG 2 6 �ut14 APPLICATION FOR BUILDING PERMIT Date f1 ' n T�,b , 20� �,. INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. E 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) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ¢1AWJS2 4 0,�Vra� ,I/1,g,,(Zn/ (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.�� g Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section /i Block Lot Subdivision 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 121AI>/ , rAlnl y b. Intended use and occupancy aZ¢0F 3. Nature of work(check which applicable): New Building Addition ✓ Alteration l 'l Repair Removal Demolition Other Work (Description) 4. Estimated Cost t�00/ 000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units ON67 Number of dwelling units on each floor If garage, number of cars Two - 70 Relfz4fN 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ll b!b Rear /j,�P-i 5 Depth Height d1,2 ' Number of Stories 176d 0 Dimensions of same structure with alterations pr additions: Front Rear - sa�rec Depth 15P14" Height !(a-a N Number of Stories Z-ClyU r-HRFSPj4/v7S - SES Sire- P[ IV 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories ovF / T-Wo 9. Size of lot: Front j&/6" Rear /'a 9, c744 Depth 10. Date of Purchase -�-I3/ O 2 Name of Former Owner pg' T/{, w/r,9c w 1 I. Zone or use district in which premises are situated AO 12. Does proposed construction violate any zoning law, ordinance or regulation? YES v/ NO 13. Will lot be re-graded? YES_NO ✓ Will excess fill be removed from premises? YES NO ✓ 14. Names of Owner of premises_ MeTI V Address A1614) YOB; /U f/• Phone No. Name of Architect tJ1 OU&W*a2F"6-6Z1YI,4W Address CUj—o_�./C L Phone No cl 06- Name of Contractor OUR(�t/2 Address CGCTdy Phone No. x']'.34- 57l ''7 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) SS: COUNTY OF ) 77140IN14ty Ci CA-M UtZS being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the /K0 ttl C Z3EaT (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 aG r 20 0 P-' tary Public Signature of Applicant JOYCE M.WILKINS Notary Public,State of New York No.4952248,Suffolk County Term Expires June 12, 2 o o 7 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 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: ENGINEEREMRR LWIR2 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 oil PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALLS: Y/N TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE) Town Of Southold (' - -� P.O Box 1179 Southold, NY 11971 V -EIVED (631) 765-1800 7 2005 +: 1 RECEIPT s �fhold TOW11 rlerl � - 7 r #3585 TCY 04/07/2006 Martin, James & Denise 11 E. 68 Street-8 B New York, NY 10021 Received $ 10.00 for Septic Permit - Construct - Resid., on 04/07/2006. Thank you for stopping by the Town Clerk's office. As always, it is our pleasure to serve you. Elizabeth A. Neville Southold Town Clerk BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: '?' 150104 APPLICANT:) SSS 4 N �,) ` - DATE SUBMITTED: $ 426 /04 SCTM#DISTRICT: 1,000, SECTION: I �b , BLOCK: /7/-, LOT: 3/ SUBDIVISION: ADDRESS: /2S hetes- eow CITY: .��, _ZONING DISTRICT: Ac- _CONFORMING?_1 BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y O N BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED Ni NOTES: LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,198-3), UNDERSIZED LATS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83) i REQ. LOT SIZE: " ACT. LOT SIZE: ��' Q. LOT COV. � . ACT. LOT CO Y. REQ. FRONT �O PROP. FRONT SIDE c� V s ACT. SIDE REQ. REAR �� PROP. REAR _ REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: �(.,,ARCRITECT GINEER: �oS WATER FRONT? DESCRIPTION: P L # FLOOD ZONE: Crux � BULKHEAD? /U DISTANCE? ' SNE APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED #): DTE: _/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y or N SEPTIC CERTIFICATION: Y.6r N NEW YORK STATE DEC: PRE-DEC 911M YES or NO DTE: _ PERMIT#: SOUTHOLD TOWN TRUf'TEES: YES or NO DTE__/__/_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES or NO DTE: /_/_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or NO DTE__/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or NO NEW YORK STATE CODE COMPLIANCE (SEE PAGE&lct 2): YES or NO NOTES: �_ ( w� LA � 44 FEE STRUCTURE: FOUNDATION: '{O SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: Cl SF d FEE FEE FEE 1. �SF)- (_ j,o SF)=&L2� SF X$190 _$ c�� +$-lsL+$ _$ SF)- (SF)= SFX$ _$ +$ +$ _$ SF)- ( SF)= SFX$ _$ +$ +$ FINAL TOTAL $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 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 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 44 PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALLS: Y/N TOTAL COMMENCE?Y/N(RETURN TO PAGE ONE) Permit Number REScheck Compliance Certificate Checked By/Date 2000 IECC RES check Software Version 3.6 Release 1 Data filename: M:\Common autocad files\ACTIVE PROJECTS\Martin\Martin.rck PROJECT TITLE: Martin Residence/Renovation and Addition CITY: Southold STATE:New York HDD: 5572 CONSTRUCTION TYPE: Single Family WINDOW/WALL RATIO: 0.18 DATE: 08/19/04 DATE OF PLANS: 08/27/04 PROJECT DESCRIPTION: Meadow Beach Lane Mattituck,NY DESIGN ER/CONTRACTOR: Samuels and Steelman Architects COMPLIANCE: Passes Maximum UA= 1220 Your Home UA= 1172 3.9% Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door rim r R-Value R-Value U-Factor AA Ceiling 1: Flat Ceiling or Scissor Truss 3763 30.0 0.0 132 Ceiling 2: Cathedral Ceiling(no attic) 496 30.0 0.0 17 Wall 1: Wood Frame, 16" o.c. 6858 19.0 0.0 336 Window A: Wood Frame:Double Pane with Low-E 15 0.330 5 Window B: Wood Frame:Double Pane with Low-E 11 0.330 4 Window C: Wood Frame:Double Pane with Low-E 21 0.330 7 Window D: Wood Frame:Double Pane with Low-E 44 0.330 15 Window E: Wood Frame:Double Pane with Low-E 81 0.330 27 Window F: Wood Frame:Double Pane with Low-E 19 0.330 6 Window G: Wood Frame:Double Pane with Low-E 15 0.330 5 Window H: Wood Frame:Double Pane with Low-E 30 0.330 10 Window 1: Wood Frame:Double Pane with Low-E 17 0.330 6 Window J: Wood Frame:Double Pane with Low-E 262 0.330 86 Window K: Wood Frame:Double Pane with Low-E 36 0.330 12 Window L: Wood Frame:Double Pane with Low-E 20 0.330 7 Window M: Wood Frame:Double Pane with Low-E 56 0.330 18 Window N: Wood Frame:Double Pane with Low-E 79 0.330 26 Window O: Wood Frame:Double Pane with Low-E 22 0.330 7 Window P: Wood Frame:Double Pane with Low-E 29 0.330 10 Window Q: Wood Frame:Double Pane with Low-E 36 0.330 12 Window R: Wood Frame:Double Pane with Low-E 11 0.330 4 Window S: Wood Frame:Double Pane with Low-E 14 0.330 5 Window T: Wood Frame:Double Pane with Low-E 9 0.330 3 Window U: Wood Frame:Double Pane with Low-E 52 0.330 17 Window V: Wood Frame:Double Pane with Low-E 20 0.330 7 Window W: Wood Frame:Double Pane with Low-E 14 0.330 5 Window X: Wood Frame:Double Pane with Low-E 26 0.330 9 Door 101: Glass 41 0.610 25 Door 102: Glass 21 0.610 13 Door 103: Glass 41 0.610 25 Door 104: Glass 126 0.610 77 Door 105: Glass 21 0.610 13 Door 106: Glass 21 0.610 13 Door 107: Glass 21 0.610 13 Door 108: Solid 21 0.350 7 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 3380 19.0 0.0 159 Floor 2: All-Wood Joist/Truss:Over Outside Air 880 30.0 0.0 29 Boiler 1: Other(Except Gas-Fired Steam), 80 AFUE Air Conditioner 1: Electric Central Air, 10 SEER COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 IECC requirements in RES check Version 3.6 Release 1 (formerly MECchec/I and to comply with the mandatory requirements listed in the RES check Inspection Checklist. Builder/Designer la Date 8(L7 [04. REScheck Inspection Checklist 2000 IECC RES checkSoftware Version 3.6 Release I DATE: 08/19/04 PROJECT TITLE: Martin Residence/Renovation and Addition Bldg. Dept. Use I Ceilings: [ ] 1. Ceiling I: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: [ ] 2. Ceiling 2: Cathedral Ceiling(no attic), R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] 1. Wall l: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: I Windows: [ ] 1. Window A: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors,describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 2. Window B: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 3. Window C: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors,describe features: # Panes_Frame Type __Thermal Break? [ ] Yes [ ] No Comments: [ ] 4. Window D: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors,describe features: # Panes_Frame Type __Thermal Break? [ ] Yes [ ] No Comments: [ ] ( 5. Window E: Wood Frame:Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ 1 6. Window F: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled LI-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 7. Window G: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 8. Window H: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 9. Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 10. Window J: Wood Frame:Double Pane with Low-E, U-factor. 0.330 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 11. Window K: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 12. Window L: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 13. Window M: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 14. Window N: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 15. Window O: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 16. Window P: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors,describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 17. Window Q: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 18. Window R: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-Tactors,describe features: # Panes_Frame Type_ Thermal Break? [ ] Yes [ ]No Comments: [ ] 19. Window S: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 20. Window T: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors,describe features: # Panes_Frame Type__ Thermal Break? [ ] Yes [ ]No Comments: [ ] 21. Window U: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 22. Window V: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: # Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 23. Window W: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors,describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 24. Window X: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: Doors: [ ] I. Door 101: Glass, U-factor: 0.610 Comments: [ ] 2. Door 102: Glass, U-factor: 0.610 Comments: [ ] ( 3. Door 103: Glass, U-factor: 0.610 Comments: [ ] 4. Door 104: Glass, U-factor: 0.610 Comments: [ ] 5. Door 105: Glass, U-factor: 0.610 Comments: [ ] 6. Door 106:Glass,U-factor: 0.610 Comments: [ ] 7. Door 107: Glass, U-factor: 0.610 Comments: [ ] 8. Door 108: Solid, U-factor: 0.350 Comments: Floors: [ ] 1. Floor I: All-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: [ ] 2. Floor 2: All-Wood Joist/Truss:Over Outside Air, R-30.0 cavity insulation Comments:_ Heating and Cooling Equipment: [ ] 1. Boiler l: Other(Except Gas-Fired Steam), 80 AFUE or higher Make and Model Number [ ] 2. Air Conditioner I: Electric Central Air, 10 SEER or higher Make and Model Number I Air Leakage: [ ] Joints,penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3" clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-6.5. Duct Construction: [ ] I All joints, seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated UL 181A or UL 181 B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature( Fl U12 to I„ Uo to 1.25' 1.5"to 2.0" Over 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Ran e 2" Runouts 1"and Less 1.25'to 2" 2.5„to 4„ Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) WINDOW SCHEDULE All dimensions shown are single unit frame dimension (w x h) TYPE UNIT SIZE (h x w) A WUDH 2414 3' 1" x 2' 5-3/8" B WUDH 3216 3' 5" x 3' 1-3/8" C WUDH 2618 3' 9" x 2' 7-3/8" D WUDH 2820 4' 1" x 2' 9-3/8" E WUDH 3022 4' 5" x 2' 11-3/8" F WUDH 2024 4' 9" x 2' 1-3/8" G WUDH 3024 4' 9" x 2' 11-3/8" H WUDH 3224 4' 9" x 3' 1-3/8" WUDH 3624 4' 9" x 3' 5-3/8" .1 WUDH 3226 5' 1" x 3' 1-3/8" K WUDH 3228 5' 5" x 3' 1-3/8" L WUDH 3628 5' 5" x 3' 5-3/8" M WUDH 3230 5' 9" x 3' 1-3/8" N WUDH 3232 6' 1" x 3' 1-3/8" w/ WUDHT 3212 1' 5-3/8" x T11-3/8" O WUDH 3632 6' 11" x 3' 5-3/8" P WUDHP 6062 5' 5" x 5' 1-3/8" Q WUDHP 6870 6' 1" x 5' 9-3/8" R WCM 2432 2' 8-1/16" x 2' 0" S WCM 2440 3' 4-1/16" x 2' 0" T WCM 2840 3' 4-1/16" x 2' 4" U WCM 2848 4' 0-1/16" x 2' 4" V WCM 2848 4' 0-1/16" x 2' 4" w/ WCM 2832 2' 8-1/16" x 2' 4" W WCMP 4840 3' 4-1/16" x 4' 0" X WRT 3647 CM 4' 0-1/2" x TV ( R.0.) w/(2)@ WCM 1648 4' 0-1/16" x 1' 4" MARTIN 11 DOOR SCHEDULE # Size (HxW) Unit Notes 101 6'8" x 3'0" # 7224 w/ 6'8" x 1'4" Matching Sidelights 102 6'10" x 3'1-7/16" WUIFD 3068XL 103 6'10" x 60-5/8" WUIFD 6068 104 7'2" x 60-5/8" WUIFD 6070 105 6'8" x 2'10" # 7224 106 6'8" x 3'0" # 7224 107 6'8" x 3'0" # 7224 108 6'8" x 2'8" ( FIRE RATED ) 109 6'8" x 2'6" 110 6'8" x 2'6" 111 6'8" x 2'6" 112 6'8" x 2'6" 113 6'8" x 1'10" 114 6'8" x 1'10" 115 6'8" x 27" 116 6'8" x 2'6" 117 6'8" x 2'6" 118 2@ 6'8" x 2'0" 119 7'0" x 3'0" 120 2@ 6'8" x 1'6" 121 6'8" x 2'8" 122 6'8" x 2'6" 123 2@ 6'8" x 2'6" 124 6'8" x 216" 125 6'8" x 2'4" 126 6'8" x 2'0" 127 6'8" x 2'6" 128 6'8" x 2'6" (POCKET) 201 6'8" x 2'8" 202 6'8" x 2-81- 203 '8"203 6'8" x 2'8" 204 6'8" x 2'6" 205 6'8" x 2'6" 206 6'8" x 2'6" MARTIN 13 207 6'8" x 2'6" 208 2@ 6'8" x 1'6" 209 6'8" x 2'0" 210 6'8" x 2'0" 211 6'8" x 2'8" 212 68" x 2'6" 213 6'8" x 2'6" 214 2@ 6'8" x 2'0" 215 6'8" x 2'8" 216 6'8" x 2'2" 217 6'8" x 2'4" 218 2@ 6'8" x 70" 219 2@ 6'8" x 2'0" 220 6'8" x 2'8" 221 6'8" x 2'6" 222 68" x 2'8" 223 2@ 6'8" x 2'0" 224 6'8" x 2'0" 225 6'8" x 2'6" 226 6'8" x 2'6" 227 7'2" x 7'0-5/8" WUIFD 7070 MARTIN 14 James Martin 145 East 81" Street, Apartment 12A New York, NY 10028 August 24, 2004 1 hereby authorize Tom Samuels of Samuels & Steelman Architects to act as my agent in obtaining all required permits for the renovation of my residence at 129 Suter's Right of Way in Mattituck, NY. mes artin LDINb WALL for 1s9•16ewLOCATION MAP SITE DATA laJI -:' P=�;y 61tADc LII! llNAT10N 1296 PT. 69AM LINE M"ATION 311 11 PT. SCTM# 1000-116-4 31 r p pNK 2' MAX. PROPERTY: 129 Suter's Right of Way ADDRESS Mattituck, NY _ OWNER: James P. & Denise N. Martin W 1/4 ANT'. 145 East 81st St., NY, NY 10028 _. _.. - I • FF C11.7 rj��(� SITE: 160,781 SO. FT. = 3.69 ACRES e s ����/T5 R O R_ LEAGFIIN6 AREA r TTT IE +1196' TANK POOL ZONING: Agricultural Conservation (AC) = Z SOT OF: PAWL AA5%FAQ " FLOOD: ZONE "X•' I•- Y IE. +108' IE. +q.66' ZONE V SURVEYOR: John C. EXPI EESTHREE VF' 't"`M ATEGs=,�PPE—ZOVAL 16-0• ;, 6 East Main Street O !' ARRATOOK Riverhead, NY 11901 SEPTIC PROFILE RESIDENCE NT YI LICENCE NO. 50202 Z < (N.T.S.) DATED: 05/21102 O w� BY MARK McDONALD NEI °rq • TEST HOLE GEOSCIENCE Q WATER RIC WATER NI6N SEPTIC SYSTEM FOR T FOw �� SOUTHOLD, Q 3 �4 v h RE9IDCNGE, 1'NJO SAL 9EPTIG TANK TEST HOLE DATA 9ItIW NEW YORK 11971 � WITH (60IA Erelit x WHISH LEAGHINS POOLS ad NJII ` .1 dye 0.5 FT. DARK BROWN LOAM OL C - ?� WITH ATION FOR(5)8' DIAMETEi2 x 4' �Q\ p� 'Qe'R HIGH LEAGNINd�Pools \ \\ IC pvI� F Z PUBLIC PALE BROWN FINE SP O µ 8.2 FT. 0 MEDIUM SAND KATER PUBLIC p WATER WATER IN PALE BROWN FINE SP < N • EMLYbRA b NATER LINE TO MEDIUM SAND ' • PARKMI6 \ O IL A1EA t Odour w U) • IST IS � I >1 !i a <. O S• 9 • / 1141 n III 1 11 I 0 IIIm �� M 1 a resr HOLE m s a ELEV4I0 00 o o 0Ia O V d IwWAx SI a w. INI Of �a) W rN I �; UT RAWN BY b / p RAE" Ts Te wr2, ra L_ .Jfl_ I r�e•d' � N15o6.2o w /it 763.55' I � SITE to ►�� PeL44SHEIM • T • B e �cE°�RQy�r PLAN WATER ISTIN6 SANITARY Oa ��fe. - ` i SYSTEM TO BE y^ ! ABANDONED AND 1P Fil I IN NTH SANDSt se•rw IW SITE PLAN 4r& 183rp I z ;,dj SCALE: 1"=60' SP ' 51URVEY OF PROPERTY SITUATE: MATTITUCK TONN: SOUTHOLD 0- SUFFOLK GOUNTY, NY LOT 21 SURVEYED 05-21-02 E�JFFOLK GOUNTY TAX # 1000-Ilb-4-51 0�_ CERTIMED TO: N74-53'40"E 119-14P isunfln P.Affartin Denlw N.bbrtin A (buibud wd wi&) Cczrt=tvwcnffi Lmd Tltk lumtim Compimy ntle#RM0021273 )fi � r st cy a9 —reputed 'to N-11 va NP �n C) kn zu) TIE NOT TO 5CALE FQ I 0 1 NOTES kn IVE "U A STAKE FOUND ir MONUMENT FOUND L S74 (tie fin"' at rumber5 5hoNn refer to the Map of Harbor VION 002 'L t mattituck FlIed Auqu5t 21, lqbl He No 5311 054037'W 4AND 5 159-94' AREA � 160,781 SOUARE FEET or 5.6,q AGRES JOHN C. EHLERS LAND SURVEYOR —————— 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 PAPH[G 5GALE l�'�40� RTVERHEAD,N.Y. 11901 369-8288 F�369-9287 REFA\BP SERVER\DTRGS\02-189.pro SURVEY OF PROPERTY 51TUATF: MATTITUCK TONN: 5MTHOLD 5UFFOLK COUNTY, NY 7 SURVEYED 05-21-02 LOT 21 WA FLOOD ZONE ANNOTATION 05-25-04 ,VE:Y 05-0q-2006 FINAL SUP SUFFOLK GOUNTY TAX # 1000-116-4-51 30P Mir SUFFOLK COUNTY DEPT. OF HEALTH MB SERV16ES REF. # RIO - 05 - 0055 74053'40".e 119-14' CERTwm TO. J�P.marlba Dadw N.hhatin % TI&1�compay oe qj Q) 0 SUFFOL11COUf4T,IDEPARr.v,,�,,�TG7HE�Tlll --�,CES IN" ""'-Lr FAWLYPLs,!O�-*�,CLE Date JUL 2 2obt- R,S'.r-fA,,n. - - 01, -pa ind to be sallsbc1my FOR A lj;X:� -'erg HL!oefzpQ% Ee7 u u Moe "oil t -C E 0 PL ��ON� x AE (EL to O)f 00 0 Ila kf) Q ZONE AL (EL 8� L TIE N.T.S. r9l —ol .0 NOTFSi —a= A STAKE FOUND (tie MONUMENT FOUND S7405 '37"W 159.94, FLOOD ZONES ANNOTATED FROM FEMA AND ARE NOT REFERENGrO TO ACTUAL ELEVATIONS FLOOD ZONE MAP NUMBER 3610360452 6 AREA = (20,-1&1 S.F. or 5.65 ArRF5 JOHN C. EHLERS LAND SURVEYOR 6RAPHIG 5GALE I"=40- 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 RrVERHEAD,N.Y. 11901 369-8288Fn369-9287 REF:\\CompaqscmeAMs\02\02-189A.pro REVISIO 10AI04 SHM 24'l 10/15/04 PNI04-ACZD MAZTER BATH 5'l 5.l LIVINS 1111114.FIRISIL J'l 3'-4" 5'-4" ' 2'l 4l-10' 4'-10" Obil IN EL AT MUIP : � 1, �� l r 41-4" 4'-4" 51-byy w/POOL sk-H.- I/was ENTRY BLUESTONE C41"IN 0 ON lj � V41NOM M.L.— � 1! 1 APR 5 2l , A LANCING, 4 STAIRS ANY VISMINS I TREATED Ill FRANNS. DROVIVE PANTED V40M Lu RIMMM A RAII INSS - mill Lu a E MANOSANY'PAN LS KANtONZE z SCARMINS. I =VIC M RVIDLACADCHT STOW FAM"i tffl t4MIRED 6LAW Fgggg LU ------ ---- ------------- BLUESTONE STEP Lu !��m NEW 140 TJAOQ Ill HAMRICK IIUSM TO F--'PN 0 12' 01G. ORAIM! z z STUC, ORNAMENTAL BrAbe ABOVE (S)l POST IRM-10VE MASTRO POOOK ANP 721015 1 ------ ------------------------ CABW IN NOOO FWAM IN MASTRO OFTIOl V. ------ ----------------------------------- IDDID F�AMILY/DININ& j D ROOM A_ 0 (l 140 LVL MCATH PARALLEL HALLS ABOVE j --- -------- in ------ ----------------------------------- uj KITCHEN cmw a Mix riparLAZ "MM 09 Kv am 06 OPOUNS -------------- ------------------ BEDP,00m #1 10 2xS 0.1 161 vill LINE OF FASTRO Vol al SIHl ViAll TO BE R040VW z L vo L 1A_ T — r F - /— — — \ 0 ------ -----------------------------q - - = ------------------------ 4t -6 ------ ---- I s IN6 No 111154al MASTRO SAFEEME PROVICH 50IRZEENED PORC _R 5 ;f HEARTH FIRMIDLACI! D 00.SEE INTERIOR - rOM PAIANO ON 41 Tl lIgggg ZK CIAMTO 7 N n~IANr I'll"INS, Ill OP ol RIC, rdL - - --------- ----------------------- > is I IIg EXISTINIS f 5 TO= �___ . 221. 11 4'-2" 5.l ------ - ----- - 5.-10.. 2'l NM Tj rj To ME PARALLIL Ma ABOVE 0 VERIFIED AT VEMMITIM SISTER 41[ SISTERM To EXIST. < ir EXISTINS, ru 11-1/81 Ti F.J. WORSE z LIVING, SIDA40. PLOOR I7==mF w r 6PARA67E pr"! b 2'l V-011 5'l 4'l . 21-211 MM" MASTRO SLAB CA 1A TO Regill m JD PANTRY 011 NO CL 4 3 ORO V RAISE SLAB MONT IN Rool�l ON Ill MO-M" POOL BAIN AOlV KV Mop.CIAM EXISTINS OVERMAD 77�� POOR TO REMAIN ROOM TO A FRESH ON Kv 0 SUIL: ELLVA11ON I IN. ABOVE --- I BUILT-IN CABIMT EXISTINS — 4 — — — — -- HINPOIA1 of ffil NOR. It rXISTINS.— WISEMAN& j I I ABOVE ABOVE all NTM 4" 9t - F1 - - - - - ad Z. MASTRO Elm Op I T—LIM OF MAl BRICK 101IRMPLACC 'ON!, I W= TAL VE MA'dl --E3ATH #1 1 7 -1 'zz 771 WHEN TO MA 1`04 ABOVE b U) I REDLACE "REMOVE C,TILE F M owwpll _j LINIIN6 I 2x4 STUP HALLS, LIBRARY tm sl- spal 11 b 1 4 HAMDEN PRMINS AT 4'l uj _J INTERIOR JAl 5TUP. I MOMNS M 4v- L — 2 11-16 u 'N —BOOKSHILYM -H+H 2 LIE. 5HED Temill j-11 1 7- "TMS TO~! 4 CAMS so p i ITAM 111 1 LIM OF MEN BUILT-IN CAM 40 TW, RMINID. C011,10. SLAID, "p I ERICK Ri am I RAILIN k I No It LEVEL wASARASE FLOM I ­ -1 1 —oRNAIge"ll I I 1 11 :' Ll X 2 k I EMAM ABOVE j ABOVE 2 I ------------ 71121 "Mom,"Z" L IWIAE,TJIA*O Ill GABED — — — — — — — Li 0-290 61111c'm f0)_ SERVER p Ioml o log - — — — — - It - — — — — it LCIE j 7/7-1---T_ 1 0 BUILT-IN CABINET KA&MV110 ABOVE ENJ MT - - I I I VICE Il j rmal (��l OMINMO I HALI 3l ROLM KAMM r J+ — — —1-4- all HALL W- 2ml M -0 mom SILr IgLom ,0 P)OR 000 m n2R 1 3 mxill N,ON ca ial. \/2 MAIMMANY 101246H 4 12 FAINTIMP P400P 12 To BASE 1"T" H RAILINS. SM! OBTAL I J-1— I STONI! OMN Ill 2xb SLAB noOMM RISERS ROJECT NO: 0410 IN RJ13 CC EXISTINS OPMINM mi IN HECKED BY:TICS DEPROOM #2 TE: 08 / 27104 mi CALE: 114" 01 1. - 0.. HEET TITLE: FIRST FLOOR Ill 2'l J-10" 2.l 2.l 11-1011 :2-1 21l 2�-"Y:�2 21-611 2.l l PLAN .4. 5.l 5. 4-qV:2 4'l 13,111 101-101, 24'l 151-101, SHEET NO: FIRST FLOOR PLAN SCALE: 1/4" = V -V NOTE: 4 Nil 1 N�Iulmmlm mok I MENEM I w4i I MENNEN RON 1166"Nomm"Rom MENEM low ;=in 0 Smi BEENE! 21111100 NONE low IN W Inamm"M MENEM Iwo ISE110011", ,"qp IF� OEM MIMI ME! =11 j MEN mp I ONE Orm TO MLOV4 UP4111 m I NOWDEN 11 W om M._01= ........ FRONT ra! PC HALL MENEM EEMI 1�51 No I iffe -MENNEN[ .13 PLAN 20( s ] 0 11 REVISIONS 027 Lu w 'n Lu 0 -t I at�ap 11 tmork Cdbmow w z z ve IN FLOOR 4' C-ONG. MAW E INS q1p I ji PLAY', f900m IT ABOVE FOR WAC rwlpmw,ISOM SIDES 06 X. ri ri C49AJAL SPACE I �—GASE OJT S�W I I I PH j,,� I I LW-MAVATED AREA ------------------------------ PROVIDE FOOER FOR NINE CELLAR CLIMATE CONTROL D EOUIFIMIENT MOVE DOOR I RE I I % I RE----------L Lu NINE OELLAR LINEVZAVATED AREA CRAM SPACE ------------------------------- SOFFII IV70MR N L UNIEMAVATED ARMA ULM -------------- ---- HALL POOL ROOM I ca Z. T\ 0 CASE BEAM ABOVE, RNLARM AIDTH U) <. Lu -J. ------- -------- ---L El /+-� I — , n Lu. IFP—Hi UW-XGAVATW APEA \OPENDANT OItAAL SPACE 2 W. ------------- El 0.. MECH IISAL a) U)- ,ANICAL 4 FRoom 221�111 MAM SPAM PRAWSM PZTV40RK IN FLOOR FOR WAC. EXIEND 4' COW. a SLAB N"4M RZINPORCINS a --------------------------- t MAIN rLrrTRlr TOILET PANEL o. ROOM FULL cHAIN ... w LIP 46 133"' r I I I ELECTRICAL LEGEND OJECT NO: DUPLEX RECEPTACLE OUTLET 0410 220V RECEPTACLE OUTLET N BY: RJB GUADRAPLEX RECEPTACLE OUTLET HECKED BY: HALF HOT RECEPTACLE OUTLET MAYL SPACE TCS AATER PROOF RECEPTACLE OUTLET SROUND FAULT INTERRUPTOR OUTLET ATE: LE Hir7H HAT FIXTURE 8127104 REL, HI&H HAT FIXTURE LOVq VOLTASE E: 11 . 01. 1404 DIRECTIONAL HIc5H HAT 1/47 = L HEET TITLE: SURFACE MOUNTED OEILINS FIXTURE SURFACE MOUNTED AALL FIXTURE SURFACE MOUNTED SPOT LI&HT BASEMENT FINISHES PLAN SAITCH SCALE: 1/4" V -0" BASEMENT DOOR SAITCH FINISHES 5NITCH DIMMER E91 TELEPHONE PLAN QT—v1 TELEVISION F57b] SMOKE DETECTOR X SURFACE MOUNTED CEILINS FAN SHEET NO: �F SURFACE MOUNTED FLORESCENT FIXTURE UNDER CABINET MOUNTED FLORESCENT FIXTURE �T SURFACE MOUNTED LI(5HTINr2 TRACK EXTERIOR INALL MOUNTED FLOOD LIeHT EXHAUST FAN 26 W, -'rM,T��f� O*TO� mk, S,I IT T� W; : PLUMB ING 2 ALL PLUMBING WASTE 8,WATER LIKES NEED TESTING BEFORE COVERING SITE DATA 4, APFRQVED AS NOTM B.P.I DATE. SCTM # 1000-1116-4,31 ROOD ZONE PROPERTY: 129 Suter's Right of Way FEE: 1,2 q ADDRESS NOTIF4Y Bu ZIDI�G SYEFA`R�TMENT AT COMPLY WITH CHAPTER `46" Mattituck, NY 705-1602 SAM TO 4PM FOR,THE FLOOD DAMAGE PREVENTION OWNER: James P. & Denise N. Martin FOLLOWING INSPECTIONS: SOUTHOLD TOWN CODE. 145 East 811st St, NY, NY 10028 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2, ROUGH - FRAMING & PLUMBING SITE: 160,781 SO. FT. = 3.69 ACRES S. INSULATION pLUmBERcERTIFICATION w z 4. FINAL - CONSTRUCTION MUST ON LEAD CONTENT BEFORE ZONING: Agrlcult4ral Conservation (AC) BE COMPLETE FOR CO. CERTIFICATE OF OCCUPANCY ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW SOLDER USED IN WATER YORK STATE NOT RESPONSIBLE FOR SUppLysysTEM CANNOT DESIGN OR CONSTRUCTION ERRORS. EXCEED 2110 OF 1%LEAD. Q SURVEYOR: John C. Ehlers 6 East Main Street Riverhead, NY 11901 CERTIFICATION OF LICENSE # 50202 OCCUPANCY OR NAILING &CONNECTIONS DATED 05121/02 U) USEJS UNLAWFUL Z WITHOUT CIERTIFICAT11', OF OCCUPANCY RETAIN STORM WATER RUNOFF PURSUANT TO SECTION 45-10C OF THE TOWN CODE. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES A AS REQUIRED AND CONDITIONS OF UNDERWRITERS CERTIFICATE D TOWN Z8A REQUIRE LL -_7 TOWN PLANNING EOMD SOUTHOLD UTH TOWN TRUSTEES So #N Y DOEL co z x SOO. 7 ALL CONSTRUCTION SHAU PEET THIE,REQUIREMENTS OFT r 10 t V IMIS 9FN§W Mt. 00 b - LOCATION MAP > 0111, z w 10. 1 IT 96k45 V" -7� APMA SZB 12Q00j k meado\N cram No KVL TO f"M Beoch VA&TWO 2-C.&A&ARAM S K419NWAIW 9 BC40M PLO=7 Lan e woo an I ce S15'06'20"E 200.53' �0 W —1. IS Ig 0XISTM 14J2 OTMY ptem"WrIzz E C3 W. wM rp9w M'�- 5"P4K AA1VRWM TO HOM M =ardw AVOITION TO OWNS 121940" C� U U) V) NM GMWM MR"MAN50MV X LIU MOM ABOVE 4d I w LU 0—� PMYMAY N U 010 ATOW AVOITIM I Q) co d 0 ED '0 0 c c;r. 114 0 < w -6 4� > 8L C z CD 0 C 0 0 z PROJECT NO' 10 0 —6'RAWN BY; 410, RJEI N15*06'20"W .55' CHECKED BY: Tcs DATE: BI27104 0 SCALE: ..=30, �=MN I N-MA SHEET TITLE: SITE PLAN SITE PLAN SCALE. 1 '1=30' SHEET NO: ----------- I go-og --mr 6111. 1 7" ffil 77, F" ",'M�qP T f 1� i 'F, 'J, ',l, PRO �v 7" r STRUC,7URAL REVIE^ 5" 57EVE INIARESCA, PE WIND- BORNE DEBRIS, PROTECTION: FOR OPENINGS NOTES bb-07 ^EST N,�ON7AU< H10H^AY, HAt1fF70N BA%rs, NY Iq..46 FOR �NALL OPENIN6 PROTEC�tION_OFI -SECONI:� VYND C�;USTS 20, ItNIPH3 PHONE 651 7.2a 1�450 IN�AXI�41J�-1 MEAN ROOF HE16HT:l :5' 5') SIMI LETA 20 SASE ROSE STRAP - ALL ROOF RA�IERS USEIOCCUPANCY 2 x 6 TIE a EACH RAF IN VION OF 571GLAP. CLASSIFICATION DESIGN CRITERIA: , NY 11 -46] CIE SHIELD UNDIERLAr-TENT SH REQUAIED - 24" FROM ElDrE 5IN&LE FA�-11L'Y` RESIDENTIAL UTTER ASSEMBLY 017SION IN ACCORDANCE AITH AMERICAN INI FOREST PRODUCTS AOOn FRAME FOR dANEL SPANS: 0 < 40 AIDE SPAN CONSTRUCTION MANUAL FOR 1 + .2 FAMILY HOUSE Lu X I I I w .45/5'2" APA SPAN-RA7ED 45/24 SHEATHING GRADE PLYAOOV HEIGHT PRESCRIPTIVE ME7HOD (OVERLAP AROUND OPENINGS 4") ALTERNATE P051TION Or HURRICANE CLIP USE Lu ASSEMBLY; SIMPSON H5 (SROUND 5NOA LOAD - 45 F57. ATTACHING STRUCTURAL PANEL: FA57EN TO BUILDIN& ^/ r-IR5T LEVEL - 40 F5F, L.L. #Iox5" (kNI AASHERS) GALVINIZED OR STAINLESS STEEL SIMPSON H:2 HURRICA LIVINS AREAS - 40 757, L.L. 0 Z ACOD Sr'REA a *�- O.r'. CLIP NAILED. FROM NE BEDROOMS - 50 PSF, L.L. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING, #10 TEE% NUTS ATTACHED 70 BLDG. ri/ #[Oxl-1/2 A/ AA5HERS) RAFTER 'a SZ�ER5 FIRE AREA AIND SPEED - 20 MPH (a Ljj I MACHINE BOLT 49 1:2" 0.6, 5 - Ed NAILS EbcH END Ist FLOOR: 3,465 s� SEISMIC DE516N CA7E&OR-Y' - 5 z NEA71HERING - SEVERE: 0 or APA RATED PLYV400D TO �PROVIDE ad Com�qoN 2nd FLOOR: 2,572 eF EXTEND TO TOP Or TOF FRO57 LINE DEPTH - 56" PLATE NAILS a 4" Or. AT- ALI EXTERIOR EI?rE Or TERN,11TE - MODERATE 70 HEAVT' SH5ATHIN6. TYPE OF CONSTRUCTION DECAY - 51-1&H7 CONVEN71ONAL L16H7 FRAt'�E ^00E�� ICE SHIELD UNDERLA-rWENT REOUIRED YET, CON57R.Jr�TION z L71FLE SECTION A55EM51_Y� 114" THICK BOLTS a 2' ar co z GENERAL NOTES 0 L71FL H15 C uj GTION A55EI, < BOLTS 0 2 I. ALL AORK MATERIAL, AND EQUIPMENT SHALL BE IN 15 sENAsF DISPOSAL SYSTEM AND FRESH AATER SUPPLY ACcoRDANrE AITH THE NEA YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE BUILDING,CODE, AND THE NEA YORK STATE ENERGY A17H THE SUFFOLK COUNTY DEPARTMENT Or- HEALTH mEq CONSERVATION CODE, AND L-Or-AL AUTHORITIES, 14. THIS STRUCTURE HAS BEEN DESIGNED IN :2. ALL CONCRETE SHALL 15E STONE AGGREGATE A17H A ACCORDANCE AITH THE NEA YORK STATE ENERGY <--PONOOD 51­111ATHINS, MINIMUM 28 DA*i' 5TRENGTH OF 5000 PSI CONSERVATION CODE. z TO 0,TR LAP' BOX Lu EAK � TOP BOTTOM, 5. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15 ENGINFIER TO BE NOTIFIED IN ARITING OF ALL LARCM STRUCTURAL GRADE #2 OR BE77ER. CHANGES PRIOR TO AND DURING CON57-RUCTION 4. PROVIDE DOUBLE HEADERS AND TRIMIMER5 AT ALL 16 ELECTRICAL AND MECHANICAL COMPONENTS TO BE VOUI TOP SHUTTER ASSEMBLY 2 X 6 PLAr STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED B"r OTHERS. STUDS or PARTITIONS, EXCEPT AS NOTED ON DRAnN6. I-T. ALL STRUCTURAL STEEL TO BE ASTM A56 AITH ONE N7,5. 5 BRICIGING TO BE PROVIDED FOR ALL JOISTS AND COAT EPDXY PAINT. ALL FASTENERS To BE A57M FOR PANEL 5PAN5:4' CR AIDER 55FAN FLOOR BEAMS. SPACIN6 N07 TO Excem:) 5.0 FT A-525 BOLTS, 5/4' DIAMETER. 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 6. ALL DIMENSIONS AND GRADE CONI To BE 25/52" APkSPAN-RATED 4a/24 SHEATHIN6 GRADE PLYAOOI;1 VERIFIED BY CONTRACTIOR(5) PRIOR 70 START Or- INSURANCE NECESSARY 70 PROTECT THE ENGINEER (OVERLAP AROUND OPENINGS 4") VSRAF . NAIL STRAP AND CANER. 2x4 sTkbNG-5AGK5 @ 24" OC, AROUND SILL PLATE 4 - Id NAILS CONSTRUCTION AND ORI OF MATERIALS. TH15 AT ANCHOR BOLT----\ FOUNDA71ON HAS BEEN DESIGNED FOR A 501L �q. DO NOT 5ACKFILI_ AGAINST FOUNDATION AALL5 ^55EMDLY� 51M�SON MZT2-1 BEARING CAPACITY OF TAC) (2) 75F AND GRADES UNTIL FLOOR SYSTEM IN57ALLATION 15 COMPLETE. AIDE - 20 SASE LESE� THAN 5%. CONTRACTOR SHALL VERIFY THAT J). PREASSEMBLE PLYAOOI;� TO 2x4S: 0 lOx5" (y4/ AASHERS) GALVINIZE0 OR 4r L5 TRAP m4b" 06. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20 PROVIDE CARBON MONOXIDE ALARMS ON EACH LrzVEL 5TAINLE55 STEEL ^OOD 5GREN a 12" 0 C -L CONCRETE 5LA155 TO BE COMPACTED To -15% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 2). ATTACHING STRU67URAL FANELl FASTEN To BUILDING NI AIL SHEATHING TO SILL F -ATE Ed NAL.S 9 4" O.C. ENTRY FROM HOUSE TO ATTAr AASHER5) GALVANIZED OR STAINLESS, STEEL 4q 11; RELATIVE! DENSITY _HFD GARAGE AREA. ca z V400D SaREA a 16" 0.0 REBA x 6 VLL PLATE -7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21- SMOKE DETFCTORS REQUIRED IN EACH BEDROOM AND : .ALTERNATIVE FASTENER FOR SHUTTER TO BUILDIN& ON EACH LEVEL. OF DAELLIN& AS REQUIRED BY #J 0 TEE,NU75 AT I TACHED TO BLPG, �/ #fOxI-I/2 A/ AASHFIRS) r6I TREATED. 5UI BY DOUBLE UPRI&HT5, q,O FT AND OVER NEA YORK 57ATE 5UILDIN& CODE. BY 7RIPJE UPRIGHTS. ALL HEADERS 70 BE MACHINE BOLT a 12" O.C. SEE! F: ATI K DkN&. MINIMUM OF 2-2xb OR AS 5HOAN ON DRAAIN(5. v)0Q!Ie FOR D IGN. x 12" A.M 645" OC. 2:2 ANY ALTERATION, REPAIR, ADDITION OR CONVERSION To -F Al r:NVER AASHM. Lu _j 3:1 b. PROVIDE FIRE5TOPPiNG AT ALL I-EVEL AN EXISTING DAELLING REQUIRINS A BUILDING PERM17 z uJ W PENETRATIONS NOA REGUIRE5 THAT ALL- 5LF1I ROOMS IN THE H z WINDOWS GLAZED OPENING mui . 2 1 Ow 11. PROVIDE rL^5HIN6 AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD AIRED 4 0 =w PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, AINI;)CA5 INTERCONNECTED SMOKE ALARMS, IN ACCORDANCE AITH LARGE MISSILE TEST OF 0 A5TM E Idqb AND OF ASTM 1556. AND DECKS ETC.. X 25, THE NI CODES AL50 APPLY To ACCESSORY CONTRACTOR MAY USE A0OV STRUCTURAL PANELS 10. DO NOT SCALE DRAKNI55. STRUCTURE DESIGN. IN LIEU OF THE ABOVE MENTIONED NINVOA5. HOLD DOWN + SHEAR CONNECTION PANELS -70 BE PRBCUT,TO FIT OVER AINVOY45 V41TH U) U) . IS HARDINARE PROVIDED. FASTENERS TO BE 1�;E516NEr;' TO CRITICAL LOAD PATH 11, ARCHITECT NOR EN61NEER IT, NOT RF-51-ON51BLE 24. GARAGE DOORS 70 BE RATED FOR 1:20 MPH. ^IND LOAD ALIGN V41TH AINI ­A0K POSTS , HEADER + SILL I LATE SHALL r,0MPLi -NNY5E3r. CHAF7ER #2504.q.(o 17OR THE INSPECTION OR SUPERVISION OF PANEL-5 To BE MAINTAINED ON SITE. THIS CONSTRUCTION PROJECT. FEDERAL, STATE- LA13EL LOCATIONS ON EACH PANEL+ AND LOCAL ZONING AND BUILDING C,01�?F COMPLIANCE SHALL BE THE RESPONSIBILITY Or THE CONTRACTOR. NAILING SCHEDULE FRAMING NOTES TAKEN FROM 2001 EDITION AOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST I ALL FRAMING LUMBER SHALL BE 61RAr;)E STAMPED 10� PI-YAOOD SHEATHING 70 BE NAILED AITH 5 d a 46 W $ PAPER ASSOCIATION DOUGLAS 7IR-LARGH STRUCTURAL GRiADE No. 2 OR 0C EXTERIOR EDGES AND 6 d a 12' o.c. BETTER 4 INTERMEPIATE 51ZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL 51ZES 2. ALL SHEATHING TO BE APA RATED, EXP-05URF 1, 5/5" PROJECT NO: 11, ALL INTERIOR AND EXTERIOR FINISHES, FLASHING MIN. THICKNESS OR AS NOTED. RAFTER/TOP PLATE 5-5d (TOE: NAILEI;)) AND AATERPROOFIN6 SHALL BE BY ARCHITECT, 000 o ('IOO GFILIN6 JOi5T/`TOP PLATE 5-8d (TOE NAILED) 5+ ALL 5U15FLOORINIS TO BE APA RATED 5TURI;)-I-FLOOR, __0?V5W­N6Y- 6FILIN6 _1015T/FARALLIEL RAFTER 7-16d (FACE NAILED) EXPOSURE 1. 5/4" MIN. THIC<NE55. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE RJ13 CEILING JOIST LA105 OVER PARTITION -T-Ibd (FACE Nl PLYAOOP To BE 567 ON 50LO BLOG<�ING. GLUE AND AND 57UD NITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAr7ER 2-95d (so. ard 1-1/4" strop) NAIL PL-YV400D SUBIFLOOR TO FLOOR, _UI CONNECTORS BY '7EGO' OR APPROVED EQUAL. FOR &A5LS ROOFS BLOC<INS/RAFTER 2-8d (TOE NAILED) TIMBER, FILE FOUNDATIONS, PROVIDE HURRICANE TCS 4. ALL HEADERS 6-C)" AND OVER SHALL BE SUPPORTED 0 RIM BOARD/RAFTFIR 2-16d (END NAILED) CLIPS AT ALL PERIMETER J0157 70 GIRDER _GKT-E NITH DOUBLE UPRIGHTS, d'-O` AND iOVFR AITH 9 TOP PLATE/TOP PLATE 2-16d (FACE NAILED) CONNECTIONS. TRIPLE UPRIGHTS, ALL HEADERS SHALL BE A 8/27104 TOP PLATE AT INTERSECTIONS 4-16cl (FACED NAILED) MINIMUM Or 2-2X8 OR AS SHONN ON PIRANIN6. 15. ALL FRZ-EINGINEERED LUMBER SHALL BE GEORGIA IT SC-AU STUI:)/57UD 2-16d (FACE NAILED) km HEAI�ER/HEAPER 16d (FACE NAILED) 5. 50LID 5LOC<N& SHALL BE PROVIDED FOR, ALL JOISTS PACIFIC CIPI SERIES NOOP-i-15EAMS AND LVL J TOP or BOTTOM PLATE/5TUD 2-16d (END NAILED) AND FLOOR BEAMS AS PER N.Y.5. CODE OR AS N07EP PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 0 8'-0" 04, MIN. PROVIDE 2" SPACE FOR AIR SHEET-TITLE loo 0 �,45 HEADER5 SHALL HAVE BEARING STIFFENERS INSTALLED 50TTOM PL.A7E/FLOOR J015T 2-I&d (FACE NAIL-En): CIRCULATION IN ROOFS AS PER MANUFACTURERS RECOMMENDATIONS. AES JOIST/SILL, TOP PLATE or GIRDER -4-bd (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( 5I-,qII,3ht5, STIFFENERS SHALL BE REGU[RZI? AT ALL LOAD AND BRID6ING/�JOi5T 2-8d (TOE INAILEI;)) stairs etc: ) OR AS NOTED ON DRAAIN65. OFARIN6 POINTS AT A MINIMUM. A SINGLE 1 5/4' STRUCTURAL 5J_OC,<1Nrv/JOI5T 2-5d (TOE NAILED) &A51-r ROOFS 5LO6<IN&/SILL orTOP PLATE 5-16d (TOE NAILED) _T DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL _VL RIM -015T SHALL BE REQUIRED AT FLOOR OR Ok450 LEDGER 5TRiP/E3EAM 3-16d (FACE NAILED) PAR71TIONS OR AS NOTED ON DRAKIN&S. PERIMETERS. HANDLING, STORAGE, AND ERE0710N OF NOTES & JOIST ON LEDOMBEAM 5-8d (TOE NAILEI�)) COMPONENTS SHALL BE AS PER MANUPAC7URFRS DETAILS DE Ed COMMON NAILS a 4' 0.6 BAND JOIST/JOIST 5-16d (END NAILED) 6. ALL FLUSH AOOD CONNECTIONS SHALL BE FA5TENEP RECOMMENDATIONS. ATHI&H I-RE55LRE ZONE - 6" O.C. HIP ROOFS AT INTERIOR PORTIONS Or ROOF - TYF� BAND J015T/SILL or TOP PLATE 2-16d (TOE NAILED) AITH RATED GALVANIZED METAL CONNEC,70IR5 BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROAS OF 1/2" DIA. 0 FL'i'NOOD ROOF DECKIN6 ad 04" O.C. EDGES, 68" O.C. FIELD 7ECO" OR APPROVED EQUAL. 57RIP SHEATHING ad (ONE/RAFTER) GALVANIZED MACHINE BOLTS 0 12" O.C_ PROVIDE ad NAILS 6 4" OL: AT PERIMETER INTERIOR PL.YAoop.AAj_L eHrzATHI%6 ad @4" O.Co. E=DCE5, 88" O.C. FIELD q NAILINS SCHEDULE SHALL BE AS PER THE N.Y.S PORTIONS Or PANELS IN H&H PRESSURE ZONES. PLT`AOOD SUBFLOOR. r7Er,<INS ad @611 O.C. EDGES, siz- OG. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15 TH15 DRANIN6 15 AN IN57RUMENT PREPARED TO NOTE 4 FT. IN ALL CASES SHALL RECEIVE 5-10D NAILS AT SILL- AND PLATE. FACILITATE CON57RUCTION AND SHALL NOT BE ALL EXTERIOR NAI,_5 SHALL BE ISALVANIZE12 CONSTRUED AS A CONTRACT BE7114EEN 13UILDER AND COMPONENT AND CLADDING PRESSURE ZONES CANER. 71 '7 7 0,R4 T PRIMISF —4; T 4T-E)VY 24'-b" 5,0 T-Of V-4" uj ------------ (s)- q-11/2' LVL GIRVER I W 2X6 PLATE 7' U) Lu ui F -4 -2!m2`xI' CC?NC,. Z, I RZINFOPIcap 0 T I 1 1 L -i fusm MAO NEA 15" THIOCZ C414C. KALL m/t2)- 05 I I BASEMEN KAY A/Srj/24 VIA. I RESAR 12* FROM TOP OF KALL ON I I 4� TW_ C4W,. SLAB STL. c4uw 1 8"Xib, COW, FOCTIN6 REIWORCZD I I I WWI- 04 REBAR. (TYPJ REINF. WAXO, IOAO —————————————————————-—4- 4'4�" F3 (A ———————————————————————————— ------------------------------------------ Ir ------ t r--------------------- WILL EXIST, DOOR ------------ 1 1102 pi I NEK 2XIO P.J. F TO MATCH C 13 [ST. 1 16* Ole.. FOLINVATION 0 NE DIE a-mv -1 A DOOR am 'To. 06 am P W,vt CRAVIL SPACE I WEK CRAM. JFACE I VV 2' SLAB W 2- GGLAB REMOM PORTION PROVIDE #5 PESARO 12' EXIST,Ill I U PROVIDE 005 PROVIDE 09 RMARA 12o DOVtLS- 24%JONS LARO 12" U) 00114IMLS- 24- EMBED W-ORCUT �1 :aovcu 2 1 OOY*LS- 24tONS W-611toir SOLID- Typ. mIllow 6, WIN' Tyr. MIllIBED 6. Tyr. I SmIv_ Tyr. Exisr. amolm VOMJ POLIKED 6OPIC:'SLAIS V41 n4 ftfi, IOAO 1 *-0' 5,-0, ON PILL 6OMPACTED TO qm DENSITyr EX1!5T1 0 . ..... < Fm EXISTING —4—pa'r Tw. FOUNDATION BASEMEN ..... .. POKT OF NM 065EMENT L o 2 milk Kn , 0 III o—Tfra7Z AB ".,,T. .1 T-Olp -I- STL. am. _J Q EXISTIN6 CRAM SPACE EAS,nK6 SLAB FASTINS 6ARA6E SLAB /rEASTINO 4xO III Lr + 1EXISTINS KASOWY FOLINCIATION AT CHIMMETS LASTIN i CRAM SPACE —NtM YMLLOPI Isim STAIR Y~ILINS TO AST if 0 5XISTIN 7 BASEMEN to <- EXIST. 15" 13TL. Elm. 00 —LIKE OF SLAB ABOVE AT 6RAOMM ME(:�HANICAL w _I* ROOM EXISTINS 41114WIL SPACE EXIST. FC41NDATION Lu, ORDERSize TO BE DETERMINED ----- ---- AT DEMOLITION P44AOE 2XIO F.J. L_ J ExIg. jq1s2 F-P. p. Lo EXISTING CRAK_ SPACZ T-b` L N15K CJtAVL SPACE YV 2' S.-AS 4144, 10-OIAL SONOTUSE 1`4/2XTA' 'W' POVRW ---------------------------------- COW- FOOTINS. 56o C4V5Pt MIN. PROVIDE #5 RESARO 12' ------------------------------------------- OOPIELS,- 241.0" EXISTINO 041AN- SPACZ EMBED 61-6ptouT SOLD- rrr. EXIST. 2XIO F.J. ----------------- NEA 6' THICK C47NIC. VIALL nA2)- 05 a 16, ofic, mi. , 10' % AREA WCOW. SLAB RESAK 12q FROM TOP OF HALL ON ABOVE. PROVIDE P420TING in b-AW C.ONl FOOTINS KEINP0RCZD FOR STEPS TO 6RADE -1 v4O)- 04 PIZZAA (TYPJ PROJECT NQ , 0410 L 9 g DRAWN BY: RJB ------------------- CHECKED BY: PROVIDE 09 PESARO 12"_�/ TCS POr*L-",- 24'LO" EMBED bo-6mium EXISTNS CPA% SPACE DATE: SOLID- Tyr. 8127/04 IMF. 011 FOUNDATION PLAN ' IlI4" = V - SHEET TITLE: SCALE: 1/4" 11 -0" FOUNDATION PLAN SHEET NO: 5,_4" ILL IST L T -7- BEAMS AB,OVE ------------------------- ------- ------ ---------------1 maq la 0,1- ROO (5)-2)dO HM KALLID ACOVE ,gf- ME mom MASTER BEDROOM NEK 2X8 CA 1 111115 in in PIE M PL 40 '01, , , �gf� OWN NO PZA ,pm' CASIM IIIIIIIIIIIIIIN IF A IN �W-111 TO M MEN VMIr-I1V AT DID-401-I'MON. 911STk!K zb FXISTINCP V41 11-1/0' T.0 F.J1--------I m a -�w I : GARAC7 Ace] vAs,nKs SLAS minor Idl Imisr!46 OVMRW-AP DOM TO TO "E"AN lira jq% � / L T WE REMAIN 11 m 4WT., s SHELANS lilt rXISTINO smcii I I FIRMACZ TO . ...... q LINE Or NEM I I MANTLC *-1"1-0RKAI4ftTAL it I .W.,� g...Z I W W-AM MOVE I I I 1111 Hill RMIWN "/NM LIVIN ELTmISTIN, Room III , Hit 9........... I LINE OF EXISTIN*T[t�-+ I K " W ge I 'o 'ur- A KA-MELIANS AWVM r: MWIAM W-216- Fa REFLAM KNDOM IN EXISTINO OFIENIN65 [Ojai: BED ROOM SHEET T1 E: L ir I I FIRST FLOO PLAN # A 9 LU LU = U �e zo (0)-2xb JArKj (4)-Ixb T Te Lu 3. UNPER51 or 22 cn LU z G) /7A in m FTF7TM7777P,,l Q N UJb I(F l(illo-) -- —- --- ---- 2� -------/HIS 5�p%r ---- -- NOT FOR SLEEP N& ST AS Mm L"< tcm E ELA Vi )-2xb HOR. cn SEE Ftj��FOR _rf!U= I ABOVE 42 z z OMNr-H MADE M 44 )-290 HM] OF STONE : -t ,�: - (2)-JA4K STLIO SLAM 0 trypi- SHELF 0 POLE: HALL N V4000 FLOORS 7 AODO FLOORS --------- BEDROOM 0 AD ON '13. 1- ER 51UP�r 2,,6m AALK-1 0 20 iar FOR SLEMMI& nA ui y - ' Li —1 11 OMN W- /4 22 1;5 1 1 EN in FLA�r ROGM n slow.=� T --------- I Q M)-2X& JACK NOTrOKSLEMPIW SHELF POLE -/—(4)-2x6 POST ABOVE CK TO UNDERMOE 5TRUGnXAL RJOCWFEHALL H! �LL V4000 FLOORS 20 05 to Y40M STAIR bolom RAILINS HALL ON rm LE IT rrJ\ 4 dlafi� SHELF 6 POLE les)-2xa lij IF 6AI ad Z. QL, 0-M FL 1-1.h HM. A I A � 7 2 22 06 Q �ow j OMN TO BELOK 4' 4--b 4'-* RZ 1 � M LLI BEPROOM m uj. N83 bullt-m built-Im V4000 FLOORS %3 "3 FRONT bmko lok. HALL cl AT— C VEMMFY -01, EILIKS FI&T. U) U) TH15 LOC,MON #4 ON kb MAW 1 (2)- 2X6 0YrI-j M OITI FRAMING AILL BE IRE-D AT MIN, I'-4Y," i' 1509F 151! L OF-815,A)Ift e21 PROJECT NO: iq5 0410 RAWN BY: RJEI HECKED BY: -.)AINDOP4 ABOVE TCS Ll ATE: 8/27/04 CALE: 1/4" oll SHEETTITLE: 7— SECOND FLOOR PLAN PP 5. 21 v-vy 5'-4" 5'-4" '7'--T" -101, -5.. -5.1 —1 101, SHEET NO: -10 13, 4'-0" 10-21� 12, 75 SECOND FLOOR PLAN NOTE : (2)-.2xD HNI"M HEA12ER SCALE: 1/4" = V -0-1 LU . . . . . . . . . . . . w = 0 �, 0 LLJ co 10 M IN LU LU HIM . ............. IL% —00 ab-� I No, - 111 ------- fill' HEMine. ROOF PLAN SHEET NO: 7 6 —T ly 7 1: 7 pl I 'll .�i PJ I AT ALL MASONRY OHMNEYS. m"CRICIMM AS FROM INED. OPEN EAwCONY K44WO RAILING OVER SAY VINDOA OVER. HAM SAME FRAMING 6" OVER FRENCH W14K MWAX HATEIVROOF MEMBRANE OVER MASONRY CHIMNEY W12" DOOK KAXE, FRAM 0 BRIACIMTS 1315LOK FLARE PITCHED KMOOD DECKINS ABOVE. SEE NEH ROOF. PROVIDE STANOINS SEAM Tw- BLUESTONE TABLE 041NOLM AT BOTTOM BOSE DETAILS LEAD COATED 4OPPM ROOPINS ON 5/4' FLYHO. PECIONS ON 2XIO RAFTERS 816'. PROVIDE ALL RW'O. STKAPPINS C49TOM V4000 SHUTTERS FAINTED AS PER SPECS, (TYPJ ui L ui 0 L mil uj z [H] 4 r ---------- ----------- Fm ------------ ----------------- UJ - Fill F(M oa m No OQ ON �Iqkbl Z WK ] L mo d . FF BUILT-UP V4000 COLUMI'S C.Aaw IN PRIE.Iftmem V4000 9/4-44 MAH06ANY RDI -PRIMED CASING (rYPJ !V4* 9 Y DECKIN6 e=4jTOP AID FRA�IES VV BRONZE SCREENING FLARM OHNSLeS OVER IXE, V(A%TMTA" AT M FRAME W 514*x4" MAHOOAN 5?4 x 4 ME I rmmmm"j I AND TREADS VV SOLID PRE-MMED I CASINS TO VIRAP AROUND CORNER TO 4 1 FU . PROVIDE V4000 LATVICE IN M. I HINOOM "T'. L------------------------------ ----------- I I FRAME PAINTED IM OPMS. R=om I L------------- Lu =T=im, 7----------------- I I L-------------------------------------------- SOUTH ELEVATION SCALE: 1/41' V -0" PROVIDE CEDAR ROOrINS SHINOLES ON IX4 SPACED PROVIDE FLA&MNSAII10 COUNTER %4EAT14INS, ON 2XIO ROOF FLAFTaft 8 16' z. FLAW(" AT ALL MASONRY CMIMNITYS. PROI CRIC,14EM AS REWIRED. ;I T-T v PROVIDE METALEITEP FLASHINS AT ALL i ROOF/VIIALL CONNECTIONS -- W -1. PROVIDE LZ4.VALIXf FLASHIK& (rYPJ PROVIDE METAL TEP . 1 ; FLAwi" AT ALL MLI ItOOPIAAL.I.- COIIINwroNs 2 UU. PAINTED, V4000 PANELS SWTTER5 NMI ISF5 4 i.IoLPSAI (T11r) PROVIDE METAL PRIP CAP MYPJ PROVIDE 1-44. ROOF ON N504 PRAMIII4, m/OVERffANS, OVER EX15TINS BAY1`411,10001 KALL FRAMINS, PROVIDE CIONTINjous 4 RR ] FRIEZE ACROSS SABLE PROJECT NO: 0410 AWN BY: RJ13 CHECKED BY: L DATE: 8/27/04 TC 16) 1 (p =0 SCALE: 1/4" SHEET TITLE: - -- --------------------- ----------------- 71 ELEVATIONE \-IMPLIED COLUMNS BUILT OUT EUILT-W V4000 COLUMNS CASED IN 77 FROM FACE OF STRUCTURE PRE-MHEO V4000 STKA�PPEV AT r�� TOP AND BOTTOM. (TyrJ JIM I RENDERED BLUESTONE PAVERS ON 4' TW. FI ARE SHIN6LES THIS CONCRETE ON A . EXPOSED COW, SLAB K/BLUESTONE ----- SED I FOUNDATION KA',L -------------- ,p \-EXIST. SIVINS TO BE REMOVED. PROVIDE OUILT-UP VICIOD COLUNIINS C-A- N --------------------------------------- 9UdK SERS LOCATION (TlrJ NEK CEPAR SIDINO YV 60 */- EXPOSURE ON FIRS-PRANKIP V1000-STRAPPI119,AT------------- rrVM' VAPOI1t BARRIER ON EmmNs Top AND oorrom. ITYPJ SHEET NO: NORTH ELEVATION. SCALE: 1/4" V -0" 11 7, —5'l7lMT--' IV in%' 4 q :z PROVIDE R-ASI-IIN6 AtO CO(STM "a*46 AT A" MASOMY CHIIIINIEYS. FIR"PE CIRICKETS Aa RHOARED. PROVIDE L4C. STEP FLASHING STRJP EXIST. ROOFING, PROVIDE AT ALL RCOF/ HALL NEA SPACED SHEATHING VV NEIN PROVIDE L.64. VALLEY FLASHING CONNECTIONS CEDAR ROOFING SHINGLES uj uj LLJ > U) w z FEE El Fn lx4 ON lxb RjWZ BO. VV Ix6 FRIEZE cl) ED. Ilk] 11wi FLARE SHINGLES OVER Ix4 ON Ix5 uj FASCIA VV Ix4 FRIEZE In 2-1 v- Ix4 ON N6 FASCIA H/ Ix4 FRIP� 80. U) < REMOVE EXISTING 94DINS AND FF PROVIDE NEH CEDAR PERFECITIONS vv 6. 1/- r)(POSUIRE ON 150 13,06. EIA rM� PAPER ON EXISTING SHEATHING. N 0 L MAHOGANY DECK AND RAILING ON M FRAME FLARE! SHINGLES AT BOTTOM VV F P , SOLIO CROM MMLOING AND IX4 104ATEIR TABLE PROVIDE RENDERED CONCRETE ON ALL EXPOSED SWFACES OF FouNoArom. tryrJ LU EAST ELEVATION SCALE: 1/4' V -0" EXTEND E)awnNs MASONRY CHIMNEYS AS RrMIRW Z. IX4 ON Ixb PRE-MMED FINGER JOWTED rAV-IA Lu -J. n Lu. Lu. STRIP EXISTING ROOR TO RAFTERS. PROVIDE NEM CEDAR SHINGLE ROOF ON SPACED S+CATHINS Z Ix4 ON Ixb PRE-FRIMED FINGER. JOINTED FASCIA VV IXa FRIEZE SO.- ------------ 9D cl OA I nA I IX4 ON IX8 PRE-PRIMEO FINGER JOINTED FAS41A PV x8 FRJF� BE), PROVIDE L.C.C. VALLEY FLASHING PROJECT NO: ---------- - —------------- PROVIDE FRIEZE 4 SHINGLE FLARE 0410 IX4 ON Ix8 PRE-PRIMEO Fil ALIGNED m/ADJACENT ROOF OVERHANG JOINTED FASCIA VV IX4 FRIEZE 00. DRAWN BY� (rT'PJ LftXSS OTHERKSE NOTED ---- RjB CHFCKEV BY: FTT� TCS STmp EXISTING SIDING TO EE DATE: SHEATHINS.PROMPE NIM 8/27/04 CEDAR PERFIXTIONS ON 150 0 FD ] SCALE: BLOS. PAPER, H 1/4" I.-oll HEET TITLE: EAST & WEST ELEVATIONS WEST ELEVATION SHEET NO: SCALE: 1/411 l' -O" MASONRIr CHIMNE*,r v412" THK. 5LUE5TONF TABLE EXTEND EXISTINS MASONR*To CHIMNEY AS RZOUIRZIP. PROVIDE ALL NECESSARY FLASHINSP. PROVIDE CEDAR ROOFINS SHINSLES, ON SPACED SHEATHINS ON 2xI0 ROOF 0 RAFTERS. PROVIDE SOLID SHEATHINS >_ AT LEAVIN& E04SE OF ROOF 2'-0" IN Lu �: MINIMUM. (rYP.) x w F_ z z 0 NEA 2xiD CEILIN(SJOISTS F_ a 16" O/C. A/ R-50 Lu BATTIN6 r=T PROVIDE RID(5E STRAP AT 0 EACH RAFTER z PROVIDE HURRICANE PROVIDE HURRICANE cl) CLIPS (7rr.) - CLIPS �7YPJ z 0 �MM J,d A EA' a k" - - I.,, - - 0 PROVIDE 5/4" ADOn FLOORINS z i -1 2N2-PmLg.- TOP OF PLT H15 57UP)-oo � I I L ON 15# BLIP6. PAPER ON 5/4" Lu JOIST a 161, O/c, vyr: FINISH PL�rAOOM SUB FLOOR SLUED w < AND NAILED 7014" T.11 FLOOR PROVIDE 514" HOOD 4x4 POST CASED IN AOOD AND — PAINTED PAINTED AS PER SPEcls. w sp., FLOORINO ON 15# BLIDS. PAPER ON 5/4" PLYKOOV SUB FlIN15H PAINTED BALLUSTERS, A/ FLOOR OWED AND NAILED TO BEVELED 2x6 MAHOSANY CAP. 11-11a" TJI FLOOR JOIST 0 16" IX4 ON 5/4" SPAY'CERS ON IxI2 NICHE Li FASCIA. PROVIDE DRIP =615- O/C. k 2NQ FLR__W�LOM BUILT-IN (5)- 4" LVL BEHIND Ix4 FASCIA. 5-5/ WIMT CONNECTED TO AALL 4" LVL -- 2xIOFitOOr- RAr-TBRSA/ I/2" 1� T(2r_QIW_m.T_ — — f PITCH. "/41' PL%040om da Z. ENTR%ro HALL to <. A MEMEXANE' FLASHEV OVER SILL PAINTM PROVIDE 5/4"x4 MAHOSANY BUILT-UP 61RDER CLAD —----- \`—CASED OPENINO BID.`: FINISH DECKINS ON SLEEPERS. UJ _j IN PRZ-10RIMED AOOD CASED _ (5) 14" LVL A/ OPENIN6 :2 W. 6 PROVIDE lxb V-CAWOVE PAINTED TL 7 � 2 Lu. T4(S CEILINS PRIMMEW 50T� STL. PLT. 8 Bc . 1 P NC-2 FRONT AND BACK, AND rKITCHEN BEYOND F__ 5/4"X4" MAH06ANY U). FAINTED AS PER SPEC* PROVIDE 5/41, HOOD DECKINO ON 2X& PTL FLOORINS ON 15# BLD49. .-I..®r NEA HOOD STAIR PAPER ON 3/4" PLYAO00 SUB FRAMINS 5ELOIA AND RAILINS FLOOR. (SLUED AND NAILED TO 2xI0 FLOOR JOIST a 1611 Ola. INIP TABLE 7/7 < 5/6"xl.2" ANCHOR BOL79 5ASEMEN7 zr=xlSTlN4 EMBEDDED IN CONCRETE \x FOUNDATION AALL o 4611 01c. EXISTINS V400P STAIR 4 12" FROM CORNERS ""x5"x BQrro Am ImooTINO x \X 77 V KASHER. PROJECT NO.- '0410 x x X/ —DRAWN BY: NEP4 45" THICK CONC. RJB NEA ,W THICK CONC. KALL ON ,5XI6 CONC. CHECKED BY: TCS x AALL ON aXI& CONC. FOCTIN49 REINFORCECP FOOTINC7 REINFORCED A/(5)#5 REBAR N�X N�X DATE: /\\� 08127104 NEA (5)- LVL SIRVER. 04/ 2x6 SCALE: X,,��x YNKO/ \1 /xxx/XxX, PLATE ABOVE 318" = 1.4.. X� PROVIDE2" CONC. SLA15 -- SHEET TITLE: NEIN 4" THICK SLAB REINFORCEC� K/ bx6, lollo EXISTINro FOUNDATION A.A.M. ON UNDISTURBED EARTH BUILDING AALL 2'x2'xI' THK. CONC. FOOTIN6 SECTION REINFORCED A/ (3)-#4 REBAR IvAll EA. 04AY EXISTINC; EASEMENT AALL sc SHEET NO: 0 PROVIDE CEDAR ROOFIN6 >_ SHINCvLES ON SPACED Lu R: sHtATHINC, ON 2xic Roor- XZLU RAFTERS. PROVIDE SOLID z SHEATHINC7 AT LEADIN& 0 Lu ense or- Oooro 2,-v IN PROVIDE RIV(SE STRAP AT I­ MINIMUM. (TYP.) ------ EACH RAFTER (j) NEA 2x95 CEILIN6 JOISTS * 1611 z O/C. VV R-50 BATTIN5 00 PROVIDE CEDAR ROOFINC7 PROVIDE 2x6 COLLAR SHINC7LES ON SPACED TIES 0 46" TOP OF Ivar-_ SHEATHINry ON 2xb ROOF RAFTERS. PROVIDE SOLID PROVIDE HURRICANE SHEATHINry AT LEADIN(S w CLIPS (TYP.) --- - -- ED(Se Or- ROOF 2'-0" IN Ix MINIMUM. (TYP.) z 6-1/2 PROVIDE HURRICANE CLIPS (rrp.) U) PROVIDE PLASHIN6 UP AND z IND FLIR� Top-or-ELT— OVER SILL 0 z Ix4 ON lxb FASCIA - NEV4 ROOF. PROVIDE STANVIN6 SEAM LEAD > FINISH CERAMIC TILE ON COATED COPPER ROOFINrw ON MUD BASE W4" PLY100. DEC<N6 ON 2XIO 0 RAFTERS 416". PROVIDE ALL z REO'D. STRAPPINC7 W PROVIDE FLASHIN6 I 57AIR HALL PROVIDE ICE ViATER AT HALL / ROOF BARRIER V400V RAILINCv SA71H ROOM R CONNECTION, (TYP.) ------ (SEE Smeas) 51/2" PROVIDE HURRICANE CLIPS (TYP.) -LAKE SHINrwLES ISO: . F 2-1/2 FINISH A 2NQ rLPL--TQr \ .7 STRIP EXISTINCP BRICK Ix4 ON IxD A/ Ix6 PROVI ME 5/4" V400D AND PROVIDE NEIN 2NO FLA- Ta&4 FRIEZE. PROVIDE \- -SOLID 51-4 CKINC5 CIEVAR SIDINry UNDER Pq JLL ADO'N I FLOORINry ON 15# BLIP6. CONTINUOUS SOLID FINISH PAPER ON 5/4" PLYAOOn SUB I __Top OF PLT SLOCKINIS FLOOR rpLUEV AND NAILED TO 2xI2 FLOOR JOIST 6 16" 01C. BREAKf=AST ...........— STRIP EXISTIN6 51DIN6 KITC AND PROVIDE NEA NCO< -j 2. R FINISH 0 X6 V-6ROOVE 0 0 0 01 Lu NEA 1415" CEDAR R4R SH11 CEDAR SIDIN6 NiSLES BEAD 50. ON 2xb C.-I. 0 16" —7 IN/ 6" +/- EXPOSURE ON 15# v :3 U" 0 BA(TH BILD6. PAPER ON 5/,D" EXT. . 24 BUILT-Ulm COLUMN 7— d) POLYV4000 SHEATHIN& ON 2xb CASED IN HOOD, 4 M AOOV FRAME a 16" K/ R-14R STRAPPED AT TOP muc� Roo FLARE SHIN61LES v 7co AND BOTTOM --- -- ) BATTIN(S BLUESTONE PAVERS — EXISTINIS 2xI0 NEA CONIC. SLAS K/ FLOOR JIST. a 16" NEPS 2XIO F.J. a 16 191\ \11 FLF.L-- TO S - EXIST CMU 46HOR BOLTS Ktu 44 PIER ED IN CONCRETE ___ _.___EXISTINC7 CMU TION AALL a 4,511 x \ 14 121, FROM N�// x 777 5ASEMEN7 Rs ""X'5"Ab St x - EXIST. CMIJ X/ ER. (TYR.) k-A moo DUTCH AALL & x W, THICK CONC. 10" DIA. 50NOTU P15 \X/, N OTINISS REINFORCED PROJECT NO. 2'x2'xf' THK. POU01e LL ON 45XI& CONC. "0410 A/ \M Pq/(S)#S RMSAR CONC. FTS. MIN. 56 BELOA FIN. 49RAVE, //\ /A DRAWN BY: X�x X'n X// X/ RJB CHECKED By: TCS EXISTINS FOUNDATION EXISTINry CRAHL SPACE DATE: 8/27104 EX15TINS FOUNDATION SCALE: 318" = V.0.1 SHEET TITLE: B BUILDING SECTION SCA BUILDING SCALE: 3/8" V -0" SECTION "B's & "Cel SHEET NO: 10 lT ol'i -.5. TI -71 ui PROVIDE 2x6 COLLAR TIES 0 016" Lu PROVIDE CEDAR ROOFINCS, PROVIDE RIDISE STRAP AT ui SHINOLES ON SPACED EACH RAFTER z z SHEATI ON 2xIO ROOF 0 RAFTERS. PROVIDE SOLID 2xI2 RIDSE BEAM W SHEATHINS AT LI EvrZFE OF ROOF 21-01, IN U) MINIMJM. (TYI z 0 P �Toe_ojw 1111,112dr- LINE Or- MAIN C7A5LE BEHIND z 4-1/4 PROVIDE HURRICANE A 17-1 Ce cl) CLIPS (Tyl x X PROVIDE HURRICANE z PROVIDE IX4 ON Ixa CLIPS (71 0 PRE-PRIMED FASCIA A/ 145 FRIEZE so. Al PROVIDE 5/4 x 5 CONTINUOUS FLASHIN& UFO BLOCKIN95 BEHIND FRIEZE 50. FINISH OVER SILL z V4000 FLOORINIS ON 15# 151 METAL TIE DOAN AALL Lu PAPER ON 5/4" 101-YWOOD SUB w STUP/ JOIST. (TYI FLOOR ISLUED AND NAILED ON EPROOM BE12ROOM (2)- LVL F.J. AT 16" CONTINUE TJI JOIST TO EXTERIOR FACE OF ISIRDER. PROVIDE 5/4" PLYI PROVIDE HURR16ANE PLATES TO EACH SIVEOF JOIST 14EII CLIPS (TYI 1.2 TO DISTANCE SHOAN. PROVIDE HURRICANE CLIPS (TYP) — BI sapier=NIN6 IN REMOVABLE PROVIDE Ix4 ON Ixb MAHOrvANY FRAMES K/ BRASS PRE-PRIMED FASCIA A/ Ix4 HARCAARM FRIEZE 50. I�OTI LVL - R-50 OATTINO OVER Z: CONTINOUOS LINEAR SOFFIT UN-CONVITIONED SPACE 4 VENT -I ----lxb ON IX12 PRO-PRIMED PV COVE IVIN P j CABS. po MOULDINS ILTI ENEZ-0 F051c', ___ BUILT-UP INOOD COLUMNS CASED IN ljgj CIA PROVIDE 5/4 x 5 CONTINUOUS SAM, -Je AOOD AND STRAPPED TOP AND BOTTOM BLI BEHIND FRIEZE BV. A000 STAIR AND 2" THICK BLUESTONE FAVORS IUD AND TREADS ON MUD BED ON FLARE SHIN&LE OVER IST II - TOP 0111 4" THICK CONC. SLAB AIATERTABLE 4 TRIM 5/6'1 ANCHOR BOLTS EMBEDDED IN CONCRETE Fx 157. -- a" THICK 0I V4ALL ON Dx1b FOUNDATION NALL 0 46" 010. CON4. POOTINS REINFORCED 4 12" FROM CORNERS 5ASEYEN7 7��wfj ".'xVI AASHER. H/ (5) $4 REBAR A& NEA 5" THICK C-ONC. PROJECT NO.- AALL ON bX16 CONC. '0410 FOl REINFORZED CLEAN FILL DRAWN BY: A/I REBAR AS FREQUIRED AND RJB 2" CONIC. "RAT COMPACTED TO A C SLAB" DENSITY OF 615% CHECKED BY: TICS EXISTINS, COI —----------— PROVIDE CMU SHELF BUILT ON DATE: AALLS TO REMAIN EXISTINS FOOTINIS TO CARRY 8127104 NON SLAB SCALE: 3/8" = V-V SHEET TITLE: BUILDING SECTION sc SHEET NO: uu I ge (5)- 14" L\/L A/ Lu STL. PLATES UJI 0 z z LuPROVIC)I! STL. STRAPS AT EACH RAFTER OVER z 0 Oct FLATTEN CEILINIS UNDER PRO\/11:?E STL. STRAPS a Lu R106EBEAM AT EACH RAFTER OVER CEVAR ROOFIN6 SHIN45LES River. z ON SPACED SHEATHIN6 ON 2xIO ROOF RAFTERS z 2x10 IRID61! BEAM 0 w FINISH PROVIDE = HURRICANE CLIPS (TYP.) ROOFLINE BE%rOND 0 HIS 5Tur:)%r PROVIDE HURRICANE z Tor, or PLT qro�7 CLIPS (T�rf-.) uj 2NO FLIq- TOP OF PLT. Ln 2N2_P'LK,- TOP OF WaM,00 (5)-:2xa HDR. NAP 1\ Tor_j2I!_rLT_ PROVIDE, FLASHIN6 UP AND OVER BILL -DOUBLE PLATE ON 0400V FLOORINS ON m 90# ELV6. PAPER ON 5/4" PL%rAOOV LCASED OPENIN6 TOP OF PECK JOIST PECKIN6 &LUED AND (TYP. CASIMS) SISTER EXIS71N6 JOISTS NAILED TO 14" T-1/560 FLA�r ROOM TJI JOISTS FINISH N D-I!L R.-_TQr_ar_gU�0 r.J. a 161, O/C. A/R eAgr-Lao ISATTINO T. 7 16" R4R CEDAR SHINOLES ON 15# ELD6. PAPER ON rSTAIR HALL CLOSETS PROVIDE 5/a" 7YPE "X" 6-f1m, 150. ALL SURFACES 5/&' EXT. PLYAOOP BE /SHr=L\/INry PROVIDE R-50 BATTIN6 05 Z. SHEATHINIS ON 2xb AOOP PRAMINS VV R-Iq yo! 5ATTIN6. (7YP.) IV, — STRIPEXISTINSSIPIN6 ILI TO SHEATHINS. PROV r Lu =)ININS Rolm CSAR.AeE 15* ISLV6. PAPER K/ 195" FLARE SHINSLES ST Ml Pt - TOP QF WErLO CEDAR PERFECTIONS EXPOSURE ----------------- NEA FIREPLACE N/STONE XISTINO SLAB TO RZMAIN <--------- FLA" SHINOLES, (TYP,) FACIN6 AM_ I I OPEN TO XXX/\' X//, EXIST. X// __ FIN. G\L 5-1/2" DIA. STL. \\Y IM/X�/, i: \ / EaED A '6" , - / \x \x /\x \X '\X 1\ , \ EASEMENT X LEVEL BASEM NT COLUMN. �x SLAB x// X/1 X// uj ILI _____ aU PIE N6 INTO EXISTIN& C, �A X/, X/, X/ X/ X </ 4k >/ >\ /xxx X PROJECT NO.- 5/J5"x12" AN HOR NEA a" THICK CONC. INALL REINFORCED '0410 M, X �X/,/ /X /x >//x K/(2)- #4 IREBAR 12,, FROM Top or- AALL DRAWN BY: EMBEDDED I CON -OUNVATION r LL 410 4 ON &'xlb" CONC. FOOTIN6 REINFORCED RJB OIC. 4 12" FROM H/(5)-#4 1IMMAR 7H`ECKED BY: CORNERS A/5"xVx%4�' TCS VNIASHER. 2'x2'xl' THK. CONC. FOOTIN6 IREINFOIlItCED, K/ (5)-#4 DATE: 08 /27 /04 FREBAR EA. AAY. SCALE: 318" = V.0.. SHEET TITLE: BUILDING SECTION "Evy & 11F" SHEET NO: 12 t 0 0 LLI Z Lu z 0 Lu U) 1- 0 z 0 P 5" VENT THRJJ ROOF 3" VENT THRU ROOF ui z 0 2" VENT < z 0 1-1/2" VENT :211 VENT z VENT w 1/2" VENT 3" VENT STACK EXTERIOR VqALL 5" INASTE -1 511 NASTE 5" ViASTF STACK 5" ViASTE ca Z. 2" VENT 1-1/2" VENT 1-1/2" VENT 5" NASTE 5-17ACK ------ 1 1-1/2" VENT -------- w � R 2 - D w. 1-1/2" VENT 1-1/2" VENT m uj 1-1/2" VENT 3" FRESH AIR VENT Yr— --Y-11 3" ViA5TE --Y-t 3" ViA5TE 2" VSASTE LINE 5" AASTE 3" V4A5TE hA5TE 4" ViASTI INE ROJECT NO- i202 RAWN BY: RB KED BY: ATE: 8/24/04 SCALE: PLUMBING RISER DIAGRAM N.T.S. NTS SHEET TITLE: PLUMBING RISER DIAGRAM SHEET NO: 17 PERMIT DRAWING