Loading...
HomeMy WebLinkAbout31340-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32242 THIS CERTIFIES that the building ALTERATIONS Date: 03/12/07 Location of Property: 950 PARK AVE MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 123 Block 7 Lot 13.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 3, 2005 pursuant to which Building Permit No. 31340-Z dated AUGUST 8, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to MARILYN F ANGELSON (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0059 05/29/06 ELECTRICAL CERTIFICATE NO. 2083588 03/01/07 PLUMBERS CERTIFICATION DATED 03/02/07 PECONIC PLUMBING & HEAT. thorized Signature Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT - a TOWN HALL 765-1802 _J 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. LV ��t- �Zw� New Construction: Old or Pre-existing Building: y/ (check one) Location of Property: 9 J ("stcl-HL / 7t1 tom- M 0.f (-f't,t ck __ House No. Street � Hamlet Owner or Owners of Property: 1'711 e, 1J o /- Suffolk County Tax Map No 1000, Section ) 3 Block 060 Lot 013 .©O Subdivision Filed Map. Lot: Permit No. 3 ► 3`i v -L Date of Permit. & - k- p 7 Applicant: John Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V/ (check one) Fee Submitted: $ Z' j". )I v.7a cot Veloocyz !! Applicant Signature DrJ�rJ�rJ�rJ�cJ�rJ�rJ�cP�P PrJ�rPrJ�rJ�rJrJ�rPrJ�rJ�rJ�rJ�rJIIM�rJ�rJ�rJ�rJ�rJLPLrQQPL o 5 THE 5 BY THIS CERTIFICATE OF COMPLIANCE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 S5 c5 CERTIFIES THAT 5 Upon the application of upon premises owned by C� 5 G & S ELECTRICAL CONTR. MARILYN ANGELSON 5 5 5 P.O. BOX 215 950 PARK AVE SOUTHOLD, NY 11971, MATTITUCK, NY 11952 5 5 5 950 PARK AVE MATTITUCK, NY 11952 S Located at 2083588 2083588 Application Number: Certificate Number: 5 123 7 13.1 ns11 5 5 5 Section: Block: Lot: Building Permit: BDC: 5 Residential 3000-4000 square ft. Described as a occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Detached Garage, Outside, Attic, 5 �5 A inspection the limited to electrical devices and wiring to the extent detailed 5 �c visual of premises electrical system, herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other lst March, 2007. 5 athority having jurisdiction, and found to be in com�lianc atin iCi on the Day of Name � Rae atine Circuit Type 5 Alarm and Emergency Equipment 5 Generator Permanent Installati 1 0 5 5 5 Transfer Switch 1 0 200 amp Sensor 3 0 Carbon Monoxide e� 5 5 Appliances and Accessories S S 5 Oven 2 0 6.0 KW Dish Washer 2 0 1.2 KW 5 SExhaust Fan 3 0 F.H.P. 5 5 Furnace 1 0 Gas 55 Pump Motor 1 0 1 H.P. j 5 S Panels 1 30 4 5 5 Wiring and Devices 5 5 Outlet 119 0 Fixture 5 5 5 Fixture 119 0 Incandescent Outlet 164 0 General Purpose 5 5 5 Receptacle 82 0 General Purpose 5 sea; Switch 99 0 General Purpose 5 Continued on Next Page 1 of 2 55 5 5 5 SThis 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 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by G & S ELECTRICAL CONTR. P.O. BOX 215 SOUTHOLD, NY 11971, Located at 950 PARK AVE MATTITUCK, NY 11952 Application Number: 2083588 Section: 123 Block: 7 Lot: 13.1 MARILYN ANGELSON 950 PARK AVE MATTITUCK, NY 11952 Certificate Number: Building Permit: 2083588 BDC: nsl1 Described as a Residential 3000-4000 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Detached Garage, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the Ist Day of March, 2007. Name 2 Rate Ratine Circuit Type Receptacle 1 0 30 amp Dryer Lighting track 24 0 ft Paddle Fan 8 0 Receptacle 19 0 GFC1 Service 1 Phase 3W Service Rating 400 Amperes Service Disconnect: 2 200 cb Meters: I sea 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 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. 31340 Z Date AUGUST 8, 2005 Permission is hereby granted to: MARILYN F ANGELSON 876 PARK AVENUE NEW YORK,NY 10021 for : ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 950 PARK AVE MATTITUCK County Tax Map No. 473889 Section 123 Block 0007 Lot No. 013.001 pursuant to application dated AUGUST 3, 2005 and approved by the Building Inspector to expire on FEBRUARY 8, 2007. Fee $ 955.20 ORIGINAL Rev. 5/8/02 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 gOFF04Cott 0 z I$ 1j�• BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit No. 3 � 3 1-4 0 -2:' i Owner: (fir � n \ - e J UY-\ lease print))n ,[ Plumber: Pe F oy'\ r C is Cl (please print) lead. Date: M& -r . 2_ 2.0 b q Fax(631)765-9502 Telephone (631) 765-1802 I certify that the solder used in the water supply system contains less than 2/10 of 1% Sworn to before me this 2r day of '( , \w -c. - 200CI NotaryPublic, County 1 bers Signat VICKI L. LOPEN Notary Public, State of New York No.01L06070081 OualE in Suffolk Commson pe�1 �kk D f / 3 qa James F. King, President �bF soUPyo Town Hall Jill M. Doherty, Vice -President O Route53095 2 Peggy A. Dickerson P.O. Southold, New York 11971-0959 Dave Bergen G • Bob Ghosio, Jr. �O �O Telephone (631) 765-1892 (y410 N- Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0066C Date March 6, 2007 THIS CERTIFIES that the renovations/additions to dwelline At 950 Park Ave., Mattituck, Suffolk County Tax Map # 123-7-13.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 4/22/05 pursuant to which Trustees Permit # 6130Dated 5/18/05 Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for renovations/additions to the existing dwelling The certificate is issued to LYNNE ANGELSON owner of the aforesaid property. Authorized Signature -n JAMES J. DEERKOSKI, P.E. " 260 Deer Drive Mattituck, N.Y. 11952 (631)298-7116 CPO 2 To: own of Southold Building Dept. Date: September 25, 2006 Re: Insulation Inspection Angelson 950 Park Ave. Mattituck, NY 11952 Permit#31340 To Whom It May Concern: After an Insulation inspection was performed on the above property, it is deemed that all Insulation was installed correctly, and meets all building codes. Any other questions please call. JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631)298-7116 Date: September 11, 2006 To: Town of Southold Building Dept. Re: Framing /Plumbing/ Strapping Inspections Angelson 950 Park Ave Mattituck, NY 11952 Permit# 31340 To Whom It May Concern: After a Framing, Plumbing, and Strapping inspection was preformed on the above property, it is deemed that all work performed was completed to plans and meets all state and local codes. A Pressure test was also performed on the entire plumbing system. Any other questions please call. JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631)298-7116 Date: August 21, 2006 To: Town of Southold Building Dept. Re: Framing / Strapping Inspections Marilyn Angelson 950 Park Ave. Mattituck, NY 11952 Permit# 31340 To Whom It May Concern: After a Framing, and Strapping inspection was preformed on the above property, it is deemed that all work performed was completed to plans and meets all state and local codes. Any other questions please call. erkoski JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631)298-7116 Date: February 22, 2006 To: Town of Southold Building Dept. Re: First & Second Foundation Inspections Angelson 950 Park Ave. Mattituck, NY 11952 Permit# 31340 To Whom It May Concern: `FB 2 2 First and Second Foundation inspections was preformed at the above-mentioned construction site, and the damp proofing was installed correctly and meets all state and local building codes. Any other questions please call. JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 Date: February 9, 2006 To: Town of Southold Re: Strapping Inspection Marylyn Angelson 950 Park Ave. Mattimck, NY 11952 Permit#31340 To Whom It May Concern: This letter certifies that all wind strapping on the above mentioned project is in tact, and meets all state and local building codes. Any questions please feel free to call. 9 P.E. 13 *? JAMES J. DEERKOSKI, P.E. I 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Town o1 Southold Re: Strapping Inspection Marylyn Angclson 959 Park Ave. Mattituck Permit#31340z To Whom It May Concern: This letter certifies that all wind strapping on the above mentioned project is in tact, aid meets all slate and local building codes. Any questions please feel tree to call. P.E. '4N Y 9 To: Town of Southold JAMES.I. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-5506 Re: First & Second Foundation Inspections Marilyn Angclson 950 Park Ave. Mattituck, NY 11952 Permit# 31340 To Whom It May Concern: This letter certifies that first & second foundation inspections were preli>rmed on the above mentioned property and was all done correctly and meet all state and local building codes. Any questions please feel free to call. P.E. JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Town of Southold Building Dept. Re: First/Second Foundation Inspections Angelson 950 Park Ave. Mattituck, NY 11952 Permit# 31340 To Whom It May Concern: A First and Second Foundation inspection was preformed at the above-mentioned construction site, the foundation was built as per plan, and the damp proofing was installed correctly and meets all state and local building codes. Any other questions please call. 313L�o z TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING ,j AFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE -3 iQ 7 r � / INSPECTOR JK FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) -----------w ---------------------- W ro dy FOUNDATION (2ND) c cony --- - _ ROUGH FRAMING & PLUMBING r z �o d ]IC C m - - INSULATION PER N. Y. STATE ENERGY CODE r y — FINAL v ADDITIONAL COMMENTS V o d w er m 3- q- o A g'-�1-06 -o b a C7 Jo z x r H -- — x 0 - r ro /it) y /Z. ?, BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: � /8-/05 APPLICANT: DATE SUBMITTED: SCTM# DISTRICT: 1,000, SECTION: 1��, BLOCK: -, LOT: l� SUBDIVISION: PW,47WZ,'9--,��A ADDRESS: �� �. V CITY: ZONING DISTRICT: CONFORMING?�P� BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y O - BP BP -Z / C/0 Z- , INFO /BP_ -Z / C/0 Z- , INFO_ -Z / C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION -REQUIRED NOTES: LOTS 40,000SF -100-24. Lot recognition.(CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAN. 1997 100-25.•Merger.(A nonconforming at anytime after 7/1/8. REQ. LOT SIZE: "dam ACT. LOT SIZE:/68, -? Q. LOT COV. 2 j ACT. LOT COV. REQ. FRONT PROP. FRONT ;�_REQ SIDE ACT. SIDE REQ. REAR 6) PROP. REAR REQ. H IGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: /ENGINEER GAV V��� WATERFRONT? ��' DESCRIPTION: & PANEL # FLOOD ZONE BULKHEAD? DISTANCE? -74 7..5— APPROVALS REQUIRED ,,SUFFOLK COUNTY HEALTH DEPT YES or NO, (BED DTE:4/Z /.a PERMIT o5= ,`OWN SEPTIC RECEIPT: Y or N SEP --CERT FICATIO : Y or N NEW YORK STATE DEC: PRE -DEC 9/1/7 ESO 1�_DTE:/ / PERMIT #; . SOUTHOLD TOWN TRUSTEES:r DTE: �/ /PERMIT #: � TOWN ZONING BOARD APPROVAL: YES or DTE: /' / PERMIT #: TOWN PLAN. BOARD APPROVAL: YES or DTE _//_ PERMIT #: TOWN HISTORICAL PRE (SPLIA): YES or O NEW YORK STATE CODE COMPLIANCE (SEE P NOTES:• FEE STRUCTURE: FOUNDATION: 5�r SF FIRST FLOOR: SF SECOND FLOOR:.' SF m OTHER: SF INIT TOTAL: 3 SF FEE L. SF)- SF)=_.2-SF X $ , 3U =$ Fc -6 +$ I +$ ?. ( SF)- SF)= SFX $ =$ +$ +$ 3.( SF)- (SF)= OTHER TOTAL FEE FEE SFX $ =$ FINAL TOTAL: $ 5� 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/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS:. Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N ,%,'_-DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N . CERTIFICATION: Y/N ENERGY CALLS: Y/N " TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) 4 Albert J. Krupski, President James King, Vice -President Artie Foster Ken Poliwoda Peggy A. Dickerson May 18, 2005 ho��pf SOco UTyo�yy T COUNTV P BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Mr. Thomas Samuels Samuels & Steelman Architects 25235 Main Rd. Cutchogue, NY 11935 RE: LYNNE ANGELSON 950 PARK AVE., MATTITUCK SCTM#123-7-13.1 Dear Mr. Samuels: Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 The Board of Town Trustees took the following action during its regular meeting held on Wed., May 18, 2005 regarding the above matter: WHEREAS, Samuels & Steelman Architects on behalf of LYNNE ANGELSON applied to the Southold Town Trustees for a permit under the provisions of Chapter 97 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated April 22, 2005 and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on May 18, 2005, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 97 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees approve the application of LYNNE ANGELSON to renovate and construct additions to the existing residence, and all as depicted on the site plan prepared by Thomas C. Samuels dated April 21, 2005. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of $50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, Albert J. Krupski, Jr., President Board of Trustees AJK/Ims , I - TERMS and CONDITIONS ,* Permittee Lynne Angelson tolditig 950 Park Ave., Mattituck N Y,." ' SkInt- Of the considaadoe for the iisuance of the Permit does upderstsad and prescribe to the fol - 1. That the said Board of Trustees and the Town of Southold aro released from any and all damages, or clalots for damages, of sola arisingdirectly or Indirectly as a result of any oper- ationpedotmed.purataar: :tb3x. ettelt,.w.d, Awe braid tke.-wtil; at, his. or her own egense, defend any and all such sula'fcidated .by third parties, and the Bald Penal"" assumes full flability with respect thereto, po-tbempsoplete'excludoa of the Bawd of Tsosues of the TD;m of SowWd 2 That. this Perm& is valid for a Qeriod of : 14. mos. whiner is &OAderbd to be the estimated time • required to oouhplete the work involved, but 'should ditm*tacces warraor, request: for to esmeoslon may be made to the Board at a lager dsec: " 3. That this Peanit should be retained indefinitely, or as long as the said Petmiaee wishes to'smlotain the structure or project involved, to provide evidence to anyone concerned that auth- cdrsdon was originally obtained. 4. That the work involved will .be subject to the inspection and approval Of the Board or Its agents, and non-oompliwa with the provisions of the odgitiadog application, maybe cause for revocation of this Pasait by resolution of the said Board. 5. That there will be no untemnable interference with navigation as a result of tine work hettda ahiihotiud. 6. Thu them shall be no interference with the tight of the public to pass and tepass aloof the beach between high and low water n arcs. 7. 'that if future operations of the Town of Southold require the tenwal and/or alterations In the location of the wodc herein authorized, or B, in the opinion of .6e. Board of Trustees, dw. worc.shail cause unreasonable obsttucton to free navigation, the said Pennittee will be required, upon due notice, to remove or alter this wok or project herein stated wWww aqmses to the Town' of $wttold. . S. Thsc the said Board will be notified by the Permittee of the completion.. of the work an& odn& 9. That the 'Pemdttee will Obtain all other permits and aaseaft dw any be required step - elemental to thls permit which may be subject to revoke upon idbm to obtain same. New York State Department of Environmental Conservation Division of Environmental Permits Rm 121, Building 40 -SUNY Stony Brook, New York 11790-2356 Telephone (631) 444-0365 Facsimile (631) 444-0360 Marilyn F. Angelson 876 Park Avenue New York NY 10021 Dear Ms. Angelson: LETTER OF NON -JURISDICTION May 5, 2005 Denise Sheehan Acting Commissioner NYSDEC # 14738-03076/00004 Angelson Property 950 Park Avenue Property Mattituck NY SCTM #1000-123-7-13.1 Based on the information you have submitted, the New York State Department of Environmental Conservation has made the following determination. The portion of the referenced property landward of the functioning bulkhead greater than 100 feet in length and constructed prior to 8/20/77, as verified on Tidal Wetlands Map #708-538 and IR photograph #321, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 66 1) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility o btaining any necessary permits or approvals from other agencies. UT John k Deputy CC: Thomas C. Samuels Marine Habitat Protection file pike, President y ng, Vice -President -p$VFFDi�' Artie Foster Ken Poliwoda Peggy A. Dickerson Z 1 ' oy�ol BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-1366 YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE -CONSTRUCTION INSPECTION. FAILURE TO.DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre -construction, hay bale line 1st day of construction % constructed Project complete, compliance inspection. "ao - iz - 7 - 13A I OWN OF SOUTHOLD OPERTY RECORD CARD OWNER STREET = VILLAGE DISTRICT SUB. LOTS l� A /•//lG �_/r Cfl FO�ar, Wlyl NER 1<1C 1 CSI 61 C(Ierson�QS NL S YL 6 E W ACREAGE TYPE OF BUILDING ,ES.��7 SEAS. VL. ' FARM COMM. I IND. CB. I MISC. LAND IMP. TOTAL DATE REMARKS ✓ 4- 000 4-,;k,C1 o 40C'0 12-1-3 --1 g2 S-LA)7475pal�-FAen-4 5e4 eY-. � c�s (JC 14 I C)U Cz C� I L 2s a /2 o2aa ib Iv at ✓o\ GOJ N,f, ON L 85'- SGOOj oo a c o NEW NORMAL BELOW ABOVE�� C.o t � u}F -to 4� , e ! ,o,�, - Form Acre Value Per Acre Value 'illable 1 ��+L -00 4 CID GID G l�) 'illable 2 illable, 3 ✓oodland ,vampland rushland louse Plot � p� otal M. Bldg. I Foundation I Both Extension Basement Floors Extension Ext. Walls Interior Finish Extension Fire Place Heoit Porch Attic Porch Rooms 1st Floor Breezeway Patio Rooms 2nd Floor Garage Driveway 'A: B. TOWN SOF SOUTHOLD RECORD CARD M OWNER STREET �� VILLAGE DISTRICT SUB. LOT ,4 ifs,; ti G Ar' CB. I MISC. LAND FORMER OWNER N E ACREAGE j �D Aad c.o 116 S W TYPE OF BUILDING 3 \ xrt . If RES. SEAS. VL. FARM Comm. I IND. CB. I MISC. LAND IMP. TOTAL DATE REMARKS I f Z Aad c.o 116 G6 o Poo 3 yoc xrt . If &I (oe' ly4 eis o 0 O o // 02 )�j fx/30/ 7 /b 3/li �'/5alP1—/j.f? /�`,{ ve nir !Ye Oa y,a s v -a Qaf'f - C•C..�O�oe-cam_ 1 AGE a_ BUILDIN�GE CONDITIO Int t7o t4 A E Farm Acre Value Per Acre Value Tillable 1 Tillable 2 Tillable, 3 Woodland Swampland Brushlaryd House Plot ... r Total / -M I I I jirly 30UM I L3 1 1 2#1 a I/ 7 M. Bldg. S I �lU9, / Foundation �' Bath S o >r Extens' 9X >y' �� c Basement r� Floors X14 � Exten�r 1X 9 z_ 2 6, X52 3 %� / s"99t walls Interior Finish Extension Fire Place .Y Heat O y iP 7<R -P 75 6 6 Porch Attic 0 2661 Porch Rooms 1st Floor 1, 41/ Patio Rooms 2nd Floor Garage Driveway ` t 3 0.6.- %r fd % Z t 1� IV WN UP JUU'I HOLD BUILDING DEPARTMENT TOWN HALL SOUTIJOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ 20 20 Disapproved BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying: Board of Health ✓ sets of Building Plans Planning Board approval 2t /1 Survey ✓ _ PERMIT NO. J V (� Check ✓ Septic Form ✓ N.Y.S.D.E.C. ✓ Trustees ✓ Contact: Mail to: tr����7-1) In N Phone: ! 4— 6 4 0J APPLICATION FOR BUILDING PERMIT Date 6 U ST ; 3 2066 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. —(Signature of applicant or name, if a corporation) �7 C( N 6uF �Ily (Mailing address of applicant) �— State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. _ Electricians License No. Other Trade's License N 1. Location of land on which House Number Street County Tax Map No. 1000 Subdivision (Name) will be done: ear R, 819 Hamlet rV Section I 3 Block / Lot 13,1 Filed Map No. Lot 2. State existing use and occupancy of premises and intended use a. Existing use and occupancy t1'/NC L IF i L b. Intended use and occupancy 61,4Kf C>4r-a& t✓ 3. Nature of work (check which applicable): New Building ✓ Addition Alteration_ Repair Removal Demolition Other Work 4. Estimated Cost_,, Itroo, (;%c) Fee (Description) (To be paid on filing this application) If dwelling, number of dwelling units QYC Number of dwelling units on each floor If garage, number of cars NO 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 9,2 t Rear 7ty I Depth Height g& JQ q it Number of Stories Two Dimensions of same structure with alterations or additions: Front I o/ I Rear Depth ('y Height Ot -Cl '' Number of Stories -two 6 AA2 46, t= 8. Dimensions of entire new construction: Front 21-G ' Rear a1L' Depth �4' Height { � q" to rtuc(foint Number of Stories OAlr wZ Lo F 9. Size of lot: Front :xyN t Rear ivy Depth (2> i F�'D�tJT 10. Date of Purchase ��� �{ Name of Former Owner PETORS'Fly 11. Zone or use district in which premises are situated P-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO /13. Will lot be re -graded? YES NO /Will excess fill be removed from premises? YES_ NO 14. Names of Owner o Name of Architect Name of COIltracLul rluuruss No. a) 5i7 %6.I No I 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES Y NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMIT 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 i�) C h U 6S being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ' (` iE c�,__ (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 3 dayof . t)G� 206'S— QNotary P',h1 �� RDS: Signa Applicant Noctary Public State of New York I No. 01 RI6042467 Qualified in Suffolk County Commission Expires May 30, 2002b Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 Data filename: \\SAMUELS-SERVER\office\Common autocad files\ACTIVE PROJECTSWngelson\Angelson.rck PROJECT TITLE: Angelson Residence COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non -Electric WINDOW / WALL RATIO: 0.21 DATE: 08/02/05 DATE OF PLANS: July 29, 2005 PROJECT DESCRIPTION: Two story wood frame structure with additions DESIGNER/CONTRACTOR: Samuels And Steelman Architects COMPLIANCE: Passes Maximum UA = 895 Your Home UA = 842 5.9% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value U -Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1748 30.0 0.0 61 Ceiling 2: Cathedral Ceiling (no attic) 388 30.0 0.0 13 Wall 1: Wood Frame, 16" o.c. 5451 19.0 0.0 257 Window A: Wood Frame:Double Pane with Low -E 10 0.330 3 Window B: Wood Frame:Double Pane with Low -E 6 0.330 2 Window C: Wood Frame: Double Pane with Low -E 64 0.330 21 Window D: Wood Frame:Double Pane with Low -E 10 0.330 3 Window E: Wood Frame:Double Pane with Low -E 36 0.330 12 Window F: Wood Frame:Double Pane with Low -E 10 0.330 3 Window G: Wood Frame:Double Pane with Low -E 12 0.330 4 Window H: Wood Frame:Double Pane with Low -E 198 0.330 65 Window C Wood Frame:Double Pane with Low -E 61 0.330 20 Window J: Wood Frame:Double Pane with Low -E 248 0.330 82 Window K: Wood Frame:Double Pane with Low -E 113 0.330 37 Window L: Wood Frame:Double Pane with Low -E . 100 Window O: Wood Frame:Double Pane with Low -E 8 Window P: Wood Frame: Double Pane with Low -E 48 Door 101: Glass 24 Door 102: Glass 21 Door 103: Glass 21 Door 104: Glass 21 Door 105: Glass 18 Door 106: Glass 21 Door 107: Glass 21 Door 108: Glass 21 Door 109: Glass 21 Door 221: Glass 57 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 2665 Boiler I: Other (Except Gas -Fired Steam), 80 AFUE 19.0 0.0 0.330 33 0.330 3 0.330 16 0.340 8 0.340 7 0.340 7 0.340 7 0.340 6 0.340 7 0.340 7 0.340 7 0.340 7 0.340 19 125 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. Builder/Designer_(. Date05 ' REScheck Inspection Checklist New York State Energy Conservation Construction Code RES checkSoftware Version 3.6 Release 1 DATE: 08/02/05 PROJECT TITLE: Angelson Residence Bldg. Dept. Use [ ) [ 1 [ ] [ 7 [ 1 [ 1 [ ] [ ] [ ] [ l Ceilings: 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: 2. Ceiling 2: Cathedral Ceiling (no attic), R-30.0 cavity insulation Comments: Above -Grade Walls: 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: 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? [ J 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: 6. Window F: 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: 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: [ ] IL 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 [ j 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 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: [ ] 14. 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: I Doors: ( ] 1. Door 101: Glass, U-factor: 0.340 Comments: ( ] 2. Door 102: Glass, U-factor: 0.340 Comments: ( ] 3. Door 103: Glass, U-factor: 0.340 Comments: [ ] 4. Door 104: Glass, U-factor: 0.340 Comments: [ 1 5. Door 105: Glass, U-factor: 0.340 Comments: [ ] 6. Door 106: Glass, U-factor: 0.340 Comments: [ ] 7. Door 107: Glass, U-factor: 0.340 Comments: [ ] 8. Door 108: Glass, U-Factor: 0.340 Comments: [ ] 9. Door 109: Glass, U-factor: 0.340 Comments: [ ] 10. Door 221: Glass, U-factor: 0.340 Comments: Floors: I . Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: Heating and Cooling Equipment: 1. Boiler 1: Other (Except Gas -Fired Steam), 80 AFUE or higher Make and Model Number 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. 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, Duct Insulation: Supply ducts in unconditioned attics or outside the building must be insulated to R-8. Return ducts in unconditioned attics or outside the building must be insulated to R-4. Supply ducts in unconditioned spaces must be insulated to R-8. Return ducts in unconditioned spaces (except basements) must be insulated to R - Return ducts in unconditioned spaces (except basements) must be insulated to R-2.. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), I mastic -plus -embedded -fabric, or tapes. Tapes and mastics must be rated UL 181 A 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. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State , the Residential Code of New York State or the New York City Building Code, as applicable. I 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 °F 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 Circulatine Mains and Runouts Temperature ( Fl Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 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 Thicknessfor HVACPipes. Fluid Temp. Insulation Thickness in Inches by Pine Sizes piping System Types Ranee ( Fl 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 LO and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) — BUILDING WALL FF EL 110 GRADE LIM ELEVATION ISO FT. GRADE LINE ELEVATION i mo FT. I' MIK 2' MAK 1/4'/PT. SEPTIC LEACHIR E. +la.o' TANK E..re�a' POOL R. 449.,4' I le.aNJ.OR' `9' MIN ��• SEPTIC PROFILE "SYSTEM #1" R@8115ENCE (N.T.S.) / SYSTa1 t 2 -- .nom M A — BUILDING WALL FP EL 109 GRADE LINE ELL-/ATION f55 PT. GRADE LINE ELEVATION 115.0 FT. I' MIN. 2' MAX- - 1/4'/FT. G LEAGHI� TANK r- POOL IE. -145.,1E. ,15 GLEAN ITB &R.Dm IE. +145' r' S (2) 400 b4LL. 9EPTIG TMMC (BT)' \ ME7[it x O" WGN LEAGINNG POOL SCT61S ION -123.743.1 O' Dt x O' F1111F1 LEAGMINO NTN WtUIRE LOCATION FOR N O' x O' NI SH LEACNS POOLS ) FEW UNDER&ROUND WATER \ LIFE FROM MAIN PAD" TOl ACACE55ORY STRUGTURE5 11 T I, ND4 I WATER LI FROM MAIN HOUSE TO ACGE650RY T WLU C�'WfA���C�L rn 7JS-\ PROM CLEAN eN C PQO\ Cl\ OUT TO \ �\N PF POOL IS Z n �\ TN L af^ �� / Q \ 1 LAM TO ISTINtG U5ED 10 IRRIGATION/ F.X NATION INSPECTION REQUIRED FOR SANITARY SYSTEM BY HEALTH DEPARTMENT � 0 A D (PUBLIC WATER IN a 4 N O) I BRICK ATI N11'25'00•W I, NM4 WATER LIFE WOK UP FROM WA MAIN IN P71L ROAD NEW UNVERS OUND WATER LIFE FROM \MAIN HOUSE TO PLGE550RY STRUCTURES ri,\tip LAWN ADanttmmt,11 of cdsting comformance witl) depart Completed iiorm W WIM- < EX15TIM& SANITARY SYSTEM ABANDONED AND FILLED INI`4rrH SITE PLAN !� SCALE: T" =30'-O" 3' MIN IF e �' 17 HEAL.T11 AM U6F v^ f BY MARK MCDOWILD SCT61S ION -123.743.1 OEOSCIENCE TEST HOLE 9ouTmm PROP ASO P*1 A, " NY —AS3C�— NEWYORN11971 7005 JUL I YN F. ANOELSON 2 SITE: 1 M.932 S0. FT. • 3.88 ACRES TEST HOLE DATA 14/1 SM) ELEV ,16.25 ZONING: R-40 1.O FT, DARK MOWN LOAM OL suRveTOR: jam C. HBaRa 6 EMT STRUT 6 EMT ST 3.0 FT. BROWN S6.TLY SAND SM AD, MY PA BROWN RNESAND SP LA7ENSES 50802 162 FT TO MEDIUM SAND DATED MARCH 22001 N PALE BROWN SP LOCA TION MAP- FINE SAND FINE $A 17 FT. 5X5TEM FOR 5 emmoOM RESIDENCE, 15q (2)O'I AMETER x W HIGH LEACHING FOOLS (I)O' DIx 0' 1 1611 LEACHING POOLS XISTI)J& SANITARY SYSTEM (EV TO BI AB AND FII I IN WITH 5ANC / / domt ry S3'stcm must be in I ;n requirement Submit I asp:oof. 0 5 / 4/1 I J a*70LK CMIM'Y DEPARTMDMOF PltRWr PDS APAPF�LALOFfX)1'13r=X-PION REMENCE ONLY ITE ffl� FISRBF.NO:R\�)-cis-OC FOR MAXLW M OP -k- BEDROOMS EXPIRES THREE YEARS FROM DATE OF APP; Great } Wrn�e c�Ow�c Peconic Bay �r Water lines = be inspected by the Suffolk County Dept. of Heaiih Services. Call 852-2100,24 hours in advance, to schedule inspection(s). /15 Uj LU F Z �W oo ECO SW z L� aZ coo z aJ 'oW 0415 -- 4/22/Df FE 1^. SO' SITE PLAN 1 SURVEY OF LOTS 10 AND II MAP OF "MARRATOOKA PARK" FILED WITH THE GOUNTY CLERK ON NOVEMBER I, 1905 SITUATE: MATTITUCK l TOWN: SOUTHOLD SUFFOLK COUNTY, NY SURVEYED MARCH 22, 2004 AMENDED APRIL 15, 2004 SUFFOLK COUNTY TAX u. 1000 123 -7 - 13.1 --" PARK]ENU r0ova � 264.00' . - . ,.vim. p,,,�.w* N85 31'0()"E - � 1.4 OW 1 1 mss. 1 N CERTIFIED TO: MARILYN F. ANGELSGN SCUTE BAY ABSTRACT #S - 645 PMLa'O'OLs* 1 I I t - N I FW 6� 1 q} 1 On 1 �'�i TRELLIS PPL, 1 �appDE° 1 i NYELL r � 1 r r O ^1`^ 9 PD �t NOTES: 0 MONUMENT FOUND 0 PIPE FOUND Nil 1�Ex i STONE pRIVE�Y i Lil i _Y TOW iE _ F _88Y35'3T'VV� AREA = 168,832 S.F. OR 3.88 ACRES HIGH WATER LINE RUNS ALONG BULKHEAD RESTRICTED AREA AS SHOWN HEREON IS ANNOTATED FROM DE5GRIPTION LOCATED IN COVENANT FILED AT THE CLERK OF SUFFOLK COUNTY IN L.11994 PAGE 60 GRAPHIC SCALE 60' LAWN I �N✓ W E s 0 SURREY OF LOTS 10 AND MAP OF IIMARRATOOKA PARK" FILED WITH THE COUNTY CLERK ON NOVEMBER I, IcIO5 SITUATE: MATTITUGK TOWN: SOUTHOLD SUFFOLK GOUNTY, NY 51JRVEYED MARCH 22, 2004 AMENDED APRIL 15, 2004 FOUNDATION LOCATION II -30-2005 12-01-2005, FINAL SURVEY 04-14-2006, 05-16-2006 SUFFOLK COUNTY TAX # 1000-123--7- 13.1 SUMLK COUNTY HEALTH DEFT. REFERENCE NUMBER R10 - 05 - 0059 N8,' [411:1;71111;$1:gyL-G a pA ,K AVENUE 1' 00"E �°° 264_00' MARILYN F. ANGELSON SOUTEBAY ABSTRACT #S - 645 \ \ , � 1 I I I � I I ✓ I I 0 N Iq II v� < IN I � I I � I 1 � I � I I I I � I I I fl I rn Q 1 \ N � 6 � r \ C4 � T.f�fVICES c 0 . l.n �O A; V SSP NOTES: • MONUMENT FOUND p PIPE FOUND AREA = 168,832 S.F. OR 3.88 ACRES H16H WATER LINE RUNS ALONG BULKHEAD RESTRICTED AREA AS SHOWN HEREON 15 ANNOTATED FROM DESCRIPTION LOCATED IN COVENANT FILED AT THE CLERK OF SUFFOLK COUNTY IN L.11944 PAGE 60 FEMA FLOOD ZONE LINE AE 8 FALLS SOUTH OF BULKHEAD FEMA FLOOD ZONE X IS NORTH OF BULKHEAD 6RAPHIG SCALE I.= 601 LAWN LAWN a 06 � -lp SANS S85°35'32"W o 264.04' N W+llill E s pn�v S3JIA l- H �AST MAIN STREET N.Y.S. All np� y{IOy N C. EHLERS LAND SURVEYOR LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.\\COMPAQSERVER\pros\04\04-133B.pro II I I I I I la 9_ I i I I I I 3\ \ ` I Parking � L7 t °' on 2 5Story ° LP_ -tit �� ID, B S 2 Story LAWN LAWN a 06 � -lp SANS S85°35'32"W o 264.04' N W+llill E s pn�v S3JIA l- H �AST MAIN STREET N.Y.S. All np� y{IOy N C. EHLERS LAND SURVEYOR LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.\\COMPAQSERVER\pros\04\04-133B.pro 3\ \ -gp L7 t °' on 2 5Story ° f85OfBPa e e Frcme �S- fJO �� ID, B S 2 Story ev � 40' ez_--- Frame sr�m0 House %.� - _ (Pl- under/ construction LAWN LAWN a 06 � -lp SANS S85°35'32"W o 264.04' N W+llill E s pn�v S3JIA l- H �AST MAIN STREET N.Y.S. All np� y{IOy N C. EHLERS LAND SURVEYOR LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.\\COMPAQSERVER\pros\04\04-133B.pro .r.. .•, - ..,�, .-: p,- ...:, 'q b^v. -,�i �i.q..:!.-,•...T �R ,�r-� r Yv ,"IP W'^,., qR .: 1,'- ' r .a v'1. - .r',v ' c -.4., r •.',,: ., 4 :a:: L,, . ,. ..,, ,r - -x'• „qr' .s ell IR'' x /-. .y 'r STRUCTION SHALL MEET THE EQUIREMENTSOFTH4y1/� �_�cow�E�u,� OCC' PA CY 0 . �UNDERWRITERSCEMIRC�i�I 1 uILI�IN(v WALL FIT; PL. 11.0 - F3UILQING WALL FF EL 18,3 REOUTAEp„SITE T USE $ U LAWFUL � � LINE ELEVATION 15.0 FT. N>rIGHE30WRELL &RADE LINE ELEVATION 15.5 FT. : BYMAR}CMCQgNA�p Iy+, _ W,�T QUTCERT(FICAT 1 b�1'g11, ,13,1 OF CCU ANCY A Q.RADE LINE ELEVATION' t 1p.0 �T• T Spp$�rIEMCE P PI S Y: 9� iIt= anus q,"DE i�LEVATION ±15.0 FT. l {.s I' MIN. 2' MAX. I' MIN. 'MAX. �r, H P HOLD, Y N G SIT IVI, O r AN ELSON DA A YORK �w �R /8 /FT• 18 /FT, TO PORL ER TIE .4 FT BARK BROWN LOgM L1 SU VE 146 82 SQ. FT. = 3.66 ACRES 1'.4"/FT. TOP POO 49 FT. 1/4'/FT. B'2 ZONIN¢: R �/A 1R� YQR: 4 N C. EHLE RS FL D ZO `^PTIGi LEAGFiING TSG LE GNING LEVEL; 12.q FT. BE ST MAINSTREEjT CAM -Y WIT CHAPTER R— TP,NI� BOOL. (qj�{� P �FT, 'B SIL•TLYSAND SQA IV RHEAp NY FLOG DAM GE PREVENTION I .. +14.Q' IE. +13.24' T of Pool .4q FT. POOL APP OVED AS NOTED I MSE 0 §0202 :)WN CODE. 5 IE. +14.5' IE. +13.8 q R/�L BROW FINS SgND SR g� W CLEAN O T TO G DE 6,9 FT. T 1 M p DATE:g �I' B.P.i TEP MARCH 22,¢004 IE. +15.74' E. +15.Oq' E. +14.3' PEE: ate' BY: GROUND WATER E. 12.5 VyyygpTER IN PALE BROWN SP NOTIFY BUILDING DEPARTMENT AT COMPLY WITH ALL CODES F' -0.65' EI—EV 3.65' FINE $AND 765-1802 8AM TO 4 PM FOR THE NEW YORK STATE & TOWN C DES Q 15-Q' 3 MIN -O 125- 3' MIN FOLLOWING INSPECTIONS: r 1 - 17 FT. 1. FOUNDATION - TWO REQUIRED AS REQUIRED AND CONDITIO SOF PTI!.G F Y T M # " RESIDENCE PTIC PROFILE "SYSTEM " ACCESSORT ` $TR S FOR POURED CONCRETE SOUDIaDTOWN28A 2. HOUGH - FRAMING d PLUMBING Q 3. INSULATION SOUiNOID TOWN PLANNI D BOARD % 4. FINAL - CONSTRUCTION MUST ,,A/Y ' -/// N.Y.S. DEC '� I 'T (N.T,S.) ALL CONSTRUCTION SHALL MEET THE 1YiL�.LLL �aDTOWN TRUST S 444 ..A T ' +� REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR PLU BIN x, DESIGN OR CONSTRU TION ER ALL PLUMING W T A WATER INES N ED I) l ) MARTINGBE )RECO ERI( y.. M c.,vi / ow 1 3 #17 L I�Rq�°Q� D EPT C, SY�T I"I AOR AGGE550RY \ NEW W,A,TER L N QOK FIS fT'E }E D N V}f PEPTIQ�S1C�iT M FpR $ 3E RPOM R951D NCE, 1500 4,AI:.. 5TRl1GTi)f4 () ;�iQA �� SffTIG TANK (ST) VR' FROM WATT I?IAIN F T Th�IK- rT h11TM (2}t ' �M q x,BFH10H 4E/':GHING PPQ? 5 (LP) 61TH �> ITH, (1) D AME'T F� x HAPH LEA¢HlNV PG.10L f1F�ft� IHgl p , I^ FOR, (U8! >?,. E R x P' pl, ER K HI¢H ETKND NEW UNI�ERCaR�?UNi7 WATER IN PU IQ RoAp � HIGH I-EA�iMINfj� PQoh6 (>rXP) i 171 F TU� 1-Q ATI�.IN Qf� I) LIN FROM MAIN NOUS TO / Kl 11 l ''SANITAI�'rY $YSIrE (� ) TO f3E QIf�MET�IR x $ &H, 'L APiHIN& POCpLS(EXR) MQ'.. D �N;7 FI41,tp I�1 Al H 5ANTp T.p ao Ayre e$'�ORY TPTRUriTURPS r Ai 118!{N'AVIatVc elA r M A g A T 0 0 K A R 0 A p prK a +17.5 R (PUE�LIQ WATER IN 5TIp. T) PLU BER CERT ` � � ON C D CON ASPHALT PAVEMENT 10 5 \ \:' ERI ICATEOFOCCUf►AA1CV" �; \ SOL ER USED IN WATER t __ - ti ,ao' /ISRrQ1t�Cj+' SUP LYSYSTEMCANNOT' n f I7 911$5'p0" �� '" a NrW UNDER ROUND eweurp R T- Yr EI'R�2C%UND —LL C ED 2110 OFI*L&AD. ATJR NEW UNI? EX ,r Wt�TER LIN FROM H w2 os F' EL- W°TER'LIN FROM MAIN HOUSE TO \ MA(N. H4AU`aC' TO 1 CERTIFICATION OF RETAIN STORM WATER RUNOFF!, AGG550RY X W r Yw + kv $.3 AQG4:5gt . ' .; NAILING 3 CONNECTIONS, PURSUANT TO SECTION 4&100 �TRUGT RES L �� r a a,11GTU,f�Ea / I OF THE TOWN CODE. 6 / ^ 4 9' o!► Z SH eJ;'^' � L- - IID' -2" 0 OUT TO' ADE 3 a w �. W o �� F���/�PO y,�,„ � �P��- F�E4 PARi� G ,� o I \gHOUSk POOL TRE 1_115 �5 T 5 G W. lq-\ FF E EV , APPROX. 130 sF 8LUE5TONE PAVIN& ON \�� + 18. GONG. 5LAE, WALK -WAY AT EDGE OF M w br, N h PARKING COURT <I—. LAINN 1 ' � I ��; W / k I EXI5TING WELL m Mf, LAWN TO ESE USED FO _ Q d• �' TION � - � t� � Ia RRIGA 4' Great Peconic EXISTING / - —I @ �`- `�' HEDGE - r Bay I pOpp off° �fMV q � PROJECT N NEW \ \ / / V) / W BY: 41 Ire' ;�„o DRIVE UT �— NEA S REENINC, / NECKED BY:.�,G,9 7/9106 CAL : �., 3p' I T rTIL: N11'25'00"W 'I -.� ,—r• I¢ 0.44.0+ 15 �Q, k : `� EXISTINOq, 5AtN17ARY` 5Y5TJEM (EX) TQ E AVAND,PN4D AND FILLED IN WITH 5A D -ITO PLAN E, —SIT, Fmpt4_ SCALE: . 1 -30 -0It , - - - -- - _ BlD/P�kER�MIT DRAWING 44 17 �._ r r _ .rfir .r}dr4 It�r4 77., .. .—.... x. u2 .'a3 �'. ,�•e-XPi, .P�r„ 9 ; $r.. ._' •r l ; fpTRU�,TURAI, RFVIEW E3Y 57ZVE MAREF_GA, PE rNO-OQRNF�►BRIS PROTECTION FOR OPENINGS NOTESIPS-07 6E57 MONTAU< Hl($HWAY, HAMIP70N Bf4Y5, NY llg4(a R MIA -L OPE/ENING PR`07EGTION COF120 MPH 5-aEGOND WIND GUSTS PHQN� &��I 728 �14E"a0 MAXIMUM MEAN ROOF HEIGHT: 3��) 51=NT4STA- 206A¢E RIDGE STRAP ALL ROOF RAFTERS 2 x 6 TIE s EACH RAFTER UsElOCCU ANCY I IN VIEW Or STRAP. CLASSIFICATION CE SHIELD UNVERLAYMENT SINGLE FAMILY RESIPENT1AL D�3IGN CRITERIA, UTTER ASSEMBLY \ REQUIRED-24"FROM Ep6E DE516N IN ACCORDANCE WITH AMERICAN N.T, FOMT PRQDUCT5 WOOD FRAME Flo PANEL $PANS: o < 410 W1PE SPAN \ L1 CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE �z� APA SPAN -RATED 46/24 5HEATHIN6 GRADE PLYWOOD HEIGHT PR�SGRIPTIVE METHOD (14M LAP AROUND OPENINGS 4") 1 I ALTERNATE POSITION OF HURRICANE CLIP USE 35 -O MAXIMUM GROUND SNOW LOAD - 45 PSF. A5p'18LY. SIMPSON H9 AT�GHIN6 STRUCTURAL PANEL: FASTEN TO BUILDING w/ FIRST LEVEL - 40 PSF. L.L. 11104" (M/ WA5HER5) GALVINIZED OR 5TAINLE55 STEEL LIVING AREAS - 40 PSF. L.L. WQpp sGREW r 16" o.G. SIMPsoN H2 HURRICANE BEDROOMS - 30 PSF. L.L. AL NATIVE FASTENER FOR SHUTTER TO BUILDING: OLTP NAILED. FROM 4110 E NUT5 ATTACHED TO BLDG. w/ #ICXI-1/2 ( W/ WA5HER5) RAFTER ro SNA. - FIRE AREA WIND SPEED - 120 MPH MACHINE BOLT 12" O.G. TYPICAL hLL RAFTERS 5 - ad NAILS EAGH END RESIDENGE: 4,825 5P WEA HIERING IGS VERE ORY - p APA RATED v To FRO5T LINE DEPTH - 56" EXTENA TO TOROP OF OF TOP PROVIDE ad COMMON PLATE. RAILS • 4" O.G. AT EXTERIOR EPOF OF ALL TERMITE -MODERATE TO HEAVY SHEATHIN6. DECAY - SLIGHT TYPE CONSTRUCTION DECAY UNPERLAYMENT REQUIRED YE5 - �I CONVEE NTIONAL LIGHT FRAME WOOD ICE 5HI GONSTRUGTI ON ULTIPLE SECTION A55EM5LY: I/4" THICK BOLT5 ® 2' OG GENERAL NrJTEf) I. AE(- WORMATERIAL:, AND EQUIPMENT SHALL BE IN 13, 5EWAGE POP Al. SYSTEM AryryDD FRESH WAT R SUPPLY ACFORDANOE WITH THE.NEW YORK $'TATE NIFORIrI SHALL BE DESIGNED AND SU'1LT IN AG40 ANCE GOlNSE Vqgop 'G DE:rHE KA YORK , ANK AGAR $7ATEIT&NERSY WITH THE SUPF(,�LK COUNTY' DEPARTMENT OF =ALTH. R Q 14. TRIP STRUCTURE HAS f3EEN PES16NED IN 1/ 2. ALL, CONCRETE 5HACLL BE,STONE *66RZOATE WITH A AC,rORGANGE WITH THE NEW YORK STATE EN996Y 'j PL,YMOOA 5HEATHING MINIMUM 24) PAY 5TRENca7j4 OF 5000 P51 CONSERVATION CODE. TO BEA IF19 OP r* BOX SOTTTOM. 3.ALL LUMBAR SHALJ,. 84ISWE STAMPED DOU&LAS FIR- 15, ENc91NE R TO BE NOTIFIEV1p IN WRITING OF ALL LARCH, 5TRIJr_T.URAL GRADE OF OR BR,TTER. GHAN6 5 PRIOR TO AND gURIN6 GORISTRIJGTIQN, 4./ID PRp"E ,DOUBLE HEADEAt5'ANp TRIMMERS AT ALL 1,6. EL,t T IGA�- AND MEGHANIGAL CrQMPONENTS TO 54 DOUBLE TOP STAIR AN Fi,.od[t OPENING$, PO5T9 ,AND PARALLEI, DEEL;I6ND ANp SPIEGIFIEP BY QTH�RS, �rHUTT R ASSEMBLY 9 D5r16" q.c. PLATE PARTITION, EKGEPT A5 NpTap ON DRAWING. Il. ALL 5TRUGTURAL STEEL TO 13P ASTM ASO WITH ONE N.T.S. / 5, BRIDGING TO BE.#R.OVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FAOTENERS TO BF,. A57M FOR PANEL 5PAN5�4' 09 WIDER SPAN �f FLOOI�t'BEAMS. EjPACjNG NOT TO EXQEEP 8.0 FT. A-525 BOLTS, P/4" DIAIMETER, b. ALL DIMENSIONS AND 6RtAPE CONDITIONS TO BE 15. CONTRACTOR SHALL OBTAIN ALL PERMITS AND ;3/3R" APR SPAN -RATED 48/24 5HEATHIN6 GRADE PLYWOOD VERIFIED BY CONTRACTOR(A) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER (OVERLAP AROUND OPENIN65 4") WRAP + NAIL STRAPANP OWNER. , x4 STRONG -BACKS ®24" Or, AROUND SILL PLATE 4 - ad NAILS CONSTRUCTION AND.ORDERINO OF MATERIAE5. THIS AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19. DO NOT MACKFILL AGAINST FOUNDATION WALLS q.$SFMBLY, SIMPSON MPT27 5EARIN6 CAPACITY OF TWO (2) TSF AND 5.111 UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. I). A�f`+EMBLE PLYWOOD TO 2x4'5: r 10x3" (w/ WA5HER5) 6ALVINIZED OR I ET WIDE - 20 686E LESS THAN SAS. CONTRACTOR SHALL VERIFY THAT METAL STRAP 040" OO. THESE CONDITIONS ARE MET.' ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS POSITIONAND IN BASEMENT ( IF APPLICA51-E ). EACH LEVEL %T#j5TE>rE, WpoD SCREW s 12" O.G, CONCRETE 54868 TO BE COMPAGT'EP TO 95% ENTRY FROM HOUSE, TO ATTA HED SARA&E AREA. AR Ai'TAGHIN6;5TRU4'TUKAL'PANEL; FASTEN TO BUILDING w/ NAIL 5HEATHIN6 TO SILL PLATE a IOx,S" (p+/ WASHERS),ISALVANIZED OR STAINLESS STEEL "' ad NAILS 4' O.C.,.,,,,,., �; RELATIVE DENSITY, L SMOKE D REQUIRED IN A BEDROOM A WOOp'BGREW a7 Ib" O.G. +5�`• '' 2 O E ETEGTORS EQ EACH RO M ND ALTi�RNATfVE FASTENER FOR SHUTTER TO BUILDING: 2 - M5 REBAR ii`S ;?�, 2 x B SILL PLATE 7/ ALL HEADERS DO FT IN LENGTH AND OVER TO E ON EACH LEVEL OF DWELLING AS REQUIRED BY 4(10 TEE NU75 ATTACHED TO BLDG. w/ NIOxI-I/2 (W/ WA5HER5) `' ACQ TREATED. SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER !;;Tr'"' BE NEW YORK STATE BUILDING CODE. MACHINE BOLT a� 12" O.G. MI TRIPLE UPRIGHTS. ALL HEADERS TO . t}'} E E Gh SEE FOUNDATION vwb. 7 } r.' MINIMUM OF 2-2x8 OR A5 SHOWN ON DRAWING,. FOR DESIGN. ��, s/a° x I2^ A.B. •aa' CC. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO ml FENDER MASHER' 8. PROVIDE FIRE5TOPPIN6 AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT VUINDOWS -GLAZED OPENING f- PENETRATIONS NOW REQUIRES THAT ALL 5LEEPIN6 ROOMS IN THE 9. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED RRO77EEGTION 15 REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. IN ,AC/GORDANGE WITH LARGE. MISSILE TEST OF AND DECKS ETC.. ASTT�. E 1996 ANV,OF A5TM 1886. 23. THE NYS CODES ALSO APPLY TO ACCESSORY I$0WRAGTOR MAY USE WOAD STRUCTURAL PANELS HOLD DOWN +SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. IN LIEU OF THE ABOVE MENTIONED WINDOWS. PAN L5 TO BE PRECUT TO FIT OVER WINDOWS WITH CRITICAL LOAD PATH HA WARE PROVIDED. FASTENERS TO BE DE516NED TO II. FORARCHITECTIN NOR ENGINEER SUPERVISION NOT RE5PON51BLE . 6 00 TO TED FOR 120 MPH. IND LOAD ,qq�,LIGµ WITH WINDOW JACK POSTS HEADER + SILL PLATE. SHALL COMPLY W/NYSSC CHAPTER #2504.01.6 FOR THE INSPECTION OR )ECT.FEDOF PANELS TO BE MAINTAINED ON 511LE. THIS CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING, AND BUILDIN6 CODE COMPLIANCE SHALL BE THE RESPONSIBILITY SOF THE CONTRACTOR. NAILING SCHEDULE FRAMING NOTES TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST I. ALLFRAMING, CRAENo (BRAVE OR 10. PLYWOODa SHEATHING TO BE NAILED WITH 8 d 4" t PAPER ASSOCIATION FIR -LARCH STRUCTURAL 6RAo.c, EXTERIOR ED6E5 AND 6 d ® 12" o.c. BETTER. INTERMEDIATE. o SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 2. ALL 5HEATHIN6 TO BE APA RATED, EXPOSURE I, 5/8" II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING h RAFTER/TOP PLATE 3-Bd MIN, THICKNESS OR AS NOTED. (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. 01, 10 0 GEILIN6 JO15T/70F PLATE 3-6d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATEM 5TURD-I-FLOOR, GEILIN6 J0157/PARALLEL RAFTER 7-16d (FACE NAILED) EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EVSE5 OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE GEILIN6 JOIST LAPS OVER PARTITION 7-16d (PAGE NAILED) PLYWOOD TO BE SET ON SOLID BLOGKIN6. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 2-8d (ea. end 1-1/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR 6A51 -E ROOFS BLOGKIN6/RAFTER 2-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE U- RIM BOARD/RAFTER 2-Ibd (END NAILED) 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER oclo WITH DOUBLE UPRIGHTS, 9'-O" AND OVER WITH TOP PLATE/TOP PLATE 2-I6d (FACE NAILED) TRIPLE UPRIGHT5.r ALL HEADERS SSHALL BE A CONNECTIONS. TOP PLATE AT INTERSECTIONS, 4-I6d (FACED NAILED) MINIMUM OF 2-2Xa OR A5 SHOAN bN DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE SEOR61A a - TUI STUD/5Np 2-I6d (FACE NAILED), H 5. SOLID PI SHALL BE PFOR ALL ,JOISTS PACIFIC ¢PI 5ERIE5 WOODTI-BEAM5 AND LVL HEADER/HEAPER Ibd (FACE NAILED) ANp FLOOR t5EA 5 AS PER N.Y.S. 000E OR AS NOTED PRODUQT5 OR EQUAL. ALL JOISTS, GIRDERS AND _ O TOP pr BOTTOM PLATE/STUP 2-I0d (END NAILED) ag'-Q° p G. MIN: PROVIDE' 2" PPAGE FOR AIR HEADE55 SHALLHAVE BEARING 5TIFFPNEI(t5 INSTALLED log 0(,450 BOTTOM PLATE/FLOOR JOIST 2-1(vd (FACE NAILED) CIRCULAAN IN Room AS PdR MANVFADNRERffi RECOMMENDATIONS. W45 J015T/SILL, TOP PLATE or GIRDER 4 -pd (TOE NAILED) E BRIDGING/JOIST 2-4d (TOE NAIII,.EP) 6. POUBI FRAMING ARQUNP ALL. OPENIN55 ( skylights, STIFFENERS SHALL BE REPUIRED AT ALL LOAD AND n BLOGKINP/JOIST 2-5+d (TOE NAILED) stglrs ptc.) OR A$NOTED ON DRAP INIGS. BEARING POINTS AT A MINIMUM. A SINGLE I B/4" GABLE ROOFS BEOGK NQa/5 LL orTOP PLATE 5-I d (TOE NAILED) LVL RIM ,JO15T SHALL BE (REQUIRED AT FLOOR O o 4 7. DOUBLE UP FRAMING UNDER ALL P05'�TS AND PARALLEL PERIMETER$. HANDING, 5Tf7RA6E, AND ERECTION OF IOR o PC ° Io < 0 1,45 LEDGER 5TRIP/BEAM 5-14d (FACE NAILED) PARTITIONS OR A$ NOTED ON DRAWINI&S. COMPONENTS SHALL BE A5 PER MANUFACTURERS JOIST ON LED6ER/5EAM 3-4d ('FOE NAILED) PROVIDE ad COMMON NAI45 i 4' O.G. BAND JOIST/,JOIST 5-14d (END NAILEP) 8, ALL FLUSH WOOp GgNNI IONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PRESSURE ZONE - 61 O.C. BAND JOISpT//SILL or TOP PLATE 2-Ipd I((T'/O�Eyi N�•rAIIILL�ED) WITH (RATED GALVANIZED METAL �G 0NINEGTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" DIA. OF DIECKINO 8d HIP ROOFS AT INTERIOR POjtTIONS OF ROOF - TYP. �WVp ATfiE,ATHINIka _ 5qI'''-D.�.'Eg6E�-�B°�O.C.' FIELIP FfELp'1 - „�R A' 5 P EQUAL, ALL 2X6 STUDS ' I5. THIS DNRAW ' �• _f IDR o 111 so ° Erp MACHINE 50ET5 0 12" O.(,... A MINIMUM. -_ --_. -- - _ -• TII L INC IS AN INSTRUMENT PREPARED TO vE ad NAILS L 4" O.C. AT PERIMETER INTgR1oR PLYWOOD 518FLOO g DECKING 80 ®6 O.C. EQ6E5, ®12" O.G. FIELD SH E A PO TIONS OP PANELS IN HIGH PRESSURE ZONES, NOTE ,�aA• 4 FT. IN ALL OhSES SHALL RECEIVE S -IOD NAILS AT SILL, AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES LS SHALL BE GALVANIZED. CONTRACT BETWEEN BUILDER AND ALL EXTERIORNAILS OWNER, CONSTRUED ASA BID/PERMIT DRAWING o . N N n ui �a Q �.o Z I-� 10 dl . U) 4 . n a. Qp 5^u J.�LL�, LU W W � W re W H V� • fAN. ��.1�xen 4gOy,J• G� !N PROJECT NO:y 0415 UT CHECKED BY: Ts OATE: 7/21/05 NT$ STRUCTURAL NOTES & DETAILS SHI Nai: .. L%0 �� S.tx �'-�� ji. v.� %� -'fin - .., 4 l.kt� Z. a F J _. -_ -n _ :,H, •jC Q' v W -J. { I r'fI y_ ______- -L..1- ---__ -� - ----- ---- I _ _J L J _ >. I I 4j 1 1 ir I I I I I I ♦ 1 I ,- A r: m 1 1 m ♦ _ _ - - - ------4 ------ ' L--- - - - - - - - NEW POURED COW, OR GMU FOUNDATION (SEP SFEM ON 1 1 16'x6' REINF. C W, FOOTING I i A_ I I �W CRAWL I1' $PAC I ' I •. I I EXIST VL SPACE LEVEL EXISTING SAND BELOW A if!PROVIDE NEW 2'4hk RAT SLAB -3 I I O I I I 1 I 1 I I I I _J I / )2xt4 POST ON 24'x246xl2' . FTG. UWZA POST AEOVE - XTH 6 i I I I I I I I :• I I I J�� NEN12x4 57W WwALL X.13 S INSW.ATION, 1/2" GTP, Bp. PINIIN OEILING ASOVE, PROVIDE I oBATT INSULATION, 4WP. ED. P _ �l�Q 1� EXERCISE EXISTINO 1 IF _ - m To RL'MAM rRAMIN REMOVE FOR, EXISTING S - 1 — THIS AREA, EXCAVATE NTN 201, WITHOUT UNpFOUNDATION. lUl-C E'IiMINING WALLS' ON 16"X6' FOOTING. I n AO AM L - w/bxb, IOGONG. REINFORC �9)2xIE----------- ---- --- S .Y r-- rr.-'�� I 1 GRA ,- 5 AGE / I I I I I I I 1 11 1 / BASEMENT FLOOR P SGA E• 1/4.9 = 1, p.. 25Y7" TO , --. 11 _ . - . I - — — I L. L_ — ,-. -J __.. REMOVE I I I 1 I I ' MECHANICAL I ROOM EXISTING PR rws, �'TO RFRMIN Lr-- r I L .11..'aJ i A ek+' 3•,g N --1 dW STL. GOA. ON s'-a•xs'.o• Pi6NG. Fre. PATCH'SLAQ EQUAL E4 REMOVE PXISTING BASEMENT AGGESS ST*RS COMPLETE. INFILL KINCH UN FODATION AS RPO'. 0 r IG01Y,L _J , rm��T—m -�_.,.,.+;V'r.Y;\,.v.J____________-REPLAGe EXIST. WD. GIRDER 4 NEW FLOOR FROWNS ABOVE I� I � __ I POSTS WWW GIRDERSS # Sx16 wAt-SO BATT INSULATION iI� II ---------------- hTT PC.NwGJ PIERS ON 24NI6'x6' GONG.6xb TR. 419HHH WD. DOOR FL` I NEW CRAWL n TOP DUTra+ WALL To CRAWL SPAGE - — SPAGE, BOTH SIDES SPACE EQUAL EGNIAL EQUAL 2x�0_ (01.%x6. --�- (5)2x6 PIiAAIN�6� r Ij 1 HEW� f; _ 1 TAIh�O 3TL.- i1�1 s: -- TRIPLE ZING L L m REMOVE EXIST. GIRDER S I -I T POSTS. PROVIDE NEW GTL. I I *O11R �r GIRDER, EEIRING ON WALL S 1 _ _ O I 1 } .� NEW 4' DIA. STL. COLUMN'ON REMOVE'. EXISTING FOUNDATION n _ _y 24'x24''12' GONG. FOOTING I tZr' I I LEVEL EXISTING SAND EELOA r UNDER PORCH. PROVIDE NEW 6 1 \ 1 PROVIDE NEW 2' Hhk. RAT 811,8 POUNDATION (rYPJ wPRAMIN& (T ) OVER PROVIDE 2' RAT SLAB OVER 1 1 1 GRADE 1' � I I I I I I I I I I I I I I I I I I I I I I I ♦ _ I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I 1 �y r---- ---- ----- -- - L--- - -- ------------- BID/PERMIT DRAWING z 4 cl N V 04 Z. a U) Q' v W -J. { Lu u g -o SIL' Q F• 0 - N N' c „ N _ / BASEMENT FLOOR P SGA E• 1/4.9 = 1, p.. 25Y7" TO , --. 11 _ . - . I - — — I L. L_ — ,-. -J __.. REMOVE I I I 1 I I ' MECHANICAL I ROOM EXISTING PR rws, �'TO RFRMIN Lr-- r I L .11..'aJ i A ek+' 3•,g N --1 dW STL. GOA. ON s'-a•xs'.o• Pi6NG. Fre. PATCH'SLAQ EQUAL E4 REMOVE PXISTING BASEMENT AGGESS ST*RS COMPLETE. INFILL KINCH UN FODATION AS RPO'. 0 r IG01Y,L _J , rm��T—m -�_.,.,.+;V'r.Y;\,.v.J____________-REPLAGe EXIST. WD. GIRDER 4 NEW FLOOR FROWNS ABOVE I� I � __ I POSTS WWW GIRDERSS # Sx16 wAt-SO BATT INSULATION iI� II ---------------- hTT PC.NwGJ PIERS ON 24NI6'x6' GONG.6xb TR. 419HHH WD. DOOR FL` I NEW CRAWL n TOP DUTra+ WALL To CRAWL SPAGE - — SPAGE, BOTH SIDES SPACE EQUAL EGNIAL EQUAL 2x�0_ (01.%x6. --�- (5)2x6 PIiAAIN�6� r Ij 1 HEW� f; _ 1 TAIh�O 3TL.- i1�1 s: -- TRIPLE ZING L L m REMOVE EXIST. GIRDER S I -I T POSTS. PROVIDE NEW GTL. I I *O11R �r GIRDER, EEIRING ON WALL S 1 _ _ O I 1 } .� NEW 4' DIA. STL. COLUMN'ON REMOVE'. EXISTING FOUNDATION n _ _y 24'x24''12' GONG. FOOTING I tZr' I I LEVEL EXISTING SAND EELOA r UNDER PORCH. PROVIDE NEW 6 1 \ 1 PROVIDE NEW 2' Hhk. RAT 811,8 POUNDATION (rYPJ wPRAMIN& (T ) OVER PROVIDE 2' RAT SLAB OVER 1 1 1 GRADE 1' � I I I I I I I I I I I I I I I I I I I I I I I ♦ _ I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I 1 �y r---- ---- ----- -- - L--- - -- ------------- BID/PERMIT DRAWING z 4 cl N V TS 0 1' 5 4ASEMENT PLAN .-, -1 - I - - f A-. 2 ,, 04 Z. U) Q' W -J. { Lu u g SIL' Q F• 0 N N' TS 0 1' 5 4ASEMENT PLAN .-, -1 - I - - f A-. 2 ,, X-4 4r MUM iQTCHE •. � � _ 111 , ...■ �� _'- _- 111 I INTIMIOR I �! M%*=rAqw=l iTILS . ar rj 56- HISH MAP= MOM == 0 ALL YOUS I"No rATAN,,.. IX2X6 PMT CrYPJ 0XISTINOICall-INS FAHII.INS TO IMMAIN Sy 0 1-3 19 121 Immom MZ*Tl" Vi wmM-MvnN6 0IN194- - NEA m!!NftTRAn0N IN 1EX15TINS KALL&I ft -M PANMLINO "tm ft"a-fin , mwylpe Nm III a; IIS112, or_ ------- I (2)2x6 SUPPOW L rW ? I - M)2411 4ASIPP (54KI0 PASO (0)2xl;Pl CA111W 7 ---- -------- ---- ------------------ -- --- -- 4 ------------- Hp. "To, =2=67L. Cm TMKZ H rA BID/PERMIT DRAWING LU TZ 0 0 - >. LU co Z 0 LL Pw- Jim :E Lu. PROJPCT NO: 0415 )RAWN BY: TCS mom BY: qALti: EET'nTLEj FIRST FLOOR PLAN PHEEIF NQ- A- m4 ., 0 — 6" �u 1� rrr. rr - awuuuW ■ � � �i � IlM.iIA� .,..I.=., �i1�i� - �Ptl,�i� �_ a� Yr= err;-:Jlr•���-ter _'. ,y -)11G �- X15 7f_,-.,�:--_ar_ .TIM .s ���nuiumuimniuiuuiaum ' i, _ I I—.�o;,•�a� �. �.',.,,,. __ ,�, r-�--=� INFILL EXISTINS DOMIIFMWOVE I!XlWnN& CAR -OT MOM i M TO MM-fA[K PATr.H AS WAV.cry wrrr�r S , �✓�_"I: �•AJ....rh-—'.a�q1 I_.fll_Cl. e_ll T' --V2° W. 4 bUE5 RQOM #3 E%ISTINS WALL 4 OEILIN& PINISF�S TO REMAIN. PATH AS RM -D. r 9 _y NQTE PROVIDE (3)2x6 MINIMUM HEADER I O-. ro Ina BID/PERMIT DRAWING a -j2• � d,a 1 , � r n k }�. 1 .21! W. a Lu. a O-. ro =11. SECOND FLOOR PLAN Ina • a -j2• W J a Lu. a I— • lA W• =11. SECOND FLOOR PLAN CogoME■:311MVI err• COkla I MEN m0:Lvl±rI10 m 0 0 m R B NEW TRIANGULAR WINO NEW CEDAR SHINGLE 1 ' NEW GROSS SABLE, K 1 ORORMAMGNTNAL BRAdM PROVIDE L.G.G. PLA* WALL 4 ROOF (TYP1 REMOVE eXISTMG ROI QM gTORY Amari MASONRY PIER FOUND, PROVIDE PAINTED HID. _ .... . , - - - -57, 77iA I .�^"�a-+^c Tie'.. I -.. � .� �.cr � - •^�r - -' h ee; EXISTING ROOF PRAMINS TO REMAIN. REMOVE 0WHOLp, PROVIDE NEW LATH, A CEDAR ROOF SHINGLES 11 EXISTING N17 FRIEZE BOARD, REPAIRED OR REPLACES AS MWID, AROUND ENTIRE PERMMCTLR REMOVE E:X18TiN6 SIDMG. RE -FRANK OPENINGS AS REQ'D. FROViDE SO» BLDG. PAPER 4 RER° GFOAR SHINGL# SIDING, K*VVEN GOOEM , NEM PRONT FORGN NEW OW STORY ADDITION POR BATHROOM, PORCH i STORAGE AREA, W/GRr4W AGE FROM STEPS WiF I V TO ROOM BELOW. PROVIDE 'ED W/ORNAMCNTAL BRAGICM 11GLOSEO SUN ROOM. IE NEW OPEN PORCH 4 NEW ORGH wiRRPAOVABLE MAHOSANY ROHM SCREENING. WE RETAILS BID/PERMIT DRAWING Ti uj F- w Q `O r a8 Z. U) Q • C J �• 59� W J• _ w m W• � X � r2 W • u S Q!— u W W. LLQ ti 181 PROJECT NO: 0415 DOMNAM TCS CHECKED BY� DATE:, i/29105 14"E 417 eWILDING FELF-WATIANS SHEET NO: L1 _Ill 4t, pa" k' I i..`m a, WgST gLgVATION SCLE: 114" p 1'A" 'i. 0 C NORTH ELPVATION CA E:1/4"'=1'A" ��- u W ------ — -z Y lz O WUD 2824 kJ • 9/4' PLYWDI DEOKING I WW I OxI V, ryl mcg I !_OFT I • II I� L, I' 0•D X X ry O — RI ` TRl1GTJRAL RI (?J1'71lj'e LV TRUE RID__ 174X11 a LVL LIU Z, NO INTM14 FINISHES, �I 1 • 0 C NORTH ELPVATION CA E:1/4"'=1'A" .OFT PLAIN CA E: 1/4" =1'A" O 794.16' WALL PRAMING, K"' PLYWD. SHCATHING, BON BLDG. PAPER N CEDAR SHINGLE SIDING, TO MATCH RMVZWK - EA§T ELEVATION I SOUTH 91-9VA�TIQN S3PALE: 14" p 1' I-0" r ��- u W ------ — -z Y lz O WUD 2824 U) • 9/4' PLYWDI DEOKING I WW I OxI ryl mcg I !_OFT I • II \ 0•D X X ry O — RI ` TRl1GTJRAL RI (?J1'71lj'e LV TRUE RID__ 174X11 a LVL LIU Z, NO INTM14 FINISHES, i 1 THIS BL 1 • i 2XIb" (-6 RRA 1 �X I Ib -� 1 it (04. J 2• WJD 824 W J• � � � _ W • 0 W Q H• .OFT PLAIN CA E: 1/4" =1'A" O 794.16' WALL PRAMING, K"' PLYWD. SHCATHING, BON BLDG. PAPER N CEDAR SHINGLE SIDING, TO MATCH RMVZWK - EA§T ELEVATION I SOUTH 91-9VA�TIQN S3PALE: 14" p 1' I-0" r ��- W LL Y lz O Z 3 U) Z WW Z o� mcg W LIU Z, i • -� it (04. J 2• F a W J• � � � _ W • W Q H• uN N W• ij T' l _.y OJECT NO: 0415 RAWN BY. NS NECKED BY: TS � 7/49/05 1/4" _ PHEET TI LEI M ,GARAGE PLANS ELEVATION$ E NQ: O =5 1 � r REINFORCCP CONI. APRON TO ORAQE FIRPT F49OR PLAN' SCAL :1/4r m f -0I I YELLOW PINK STAIRS TO LOFT. PROVIDE 7X4 HANDRAIL ALONG STAIRS N AT OPKNINK ABOVE LINK OF 16' WIDE FOOTING BELOW. PROVIDE 6' POUNDATION WALL. BID/PERMIT DRAWING W LL Y lz O Z 3 U) Z WW Z o� mcg W LIU Z, NE Z • (04. J 2• F a W J• � � � _ W • W Q H• uN N W• ij T' _.y OJECT NO: 0415 RAWN BY. NS NECKED BY: TS �Jmlm' 7/49/05 1/4" _ PHEET TI LEI M ,GARAGE PLANS ELEVATION$ E NQ: O =5