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HomeMy WebLinkAbout28007-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29658 Date: 08/26/03 THIS CERTIFIES that the building NEW DWELLING Location of Property: 3400 LIGHT HOUSE RD SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 50 Block 2 Lot 2 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 2, 2002 pursuant to which Building Permit No. 28007-Z dated JANUARY 15, 2002 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH COVERED FRONT PORCH AND TWO CAR GARAGE UNDER AS APPLIED FOR PER ZBA #4921 DATED 7/12/01. The certificate is issued to JOHN L & CHRISTINE C HURTADO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-00-0274 06/13/03 ELECTRICAL CERTIFICATE NO. 1059938 06/23/03 PLUMBERS CERTIFICATION DATED 06/26/03 KIMPA PLUMBING & HEATING d4 "0 Authorized Signatu Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 28007 Z Date JANUARY 15, 2002 Permission is hereby granted to : DORIS ANDERSON 77 WILLOW AVE HUNTINGTON,NY 11743 for CONSTRUCTION OF A SINGLE FAMILY DWELLING WITH GARAGE UNDER AS APPLIED FOR WITH ZBA CONDITIONS at premises located at 3400 LIGHT HOUSE RD SOUTHOLD County Tax Map No. 473889 Section 050 Block 0002 Lot No. 002 pursuant to application dated JANUARY 2 , 2002 and appro ed by the Building Inspector. Fee $ 1 , 147 . 80 horized Signature ORIGINAL Rev. 2/19/98 Form No,6 J ��, 7, 319 TOWN OF SOUTHOLD J 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 auusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. ICa Certificate of Occupancy is denied, the Nudding Inspector shall state the reasons therefor in writing to the applicant. C. Fees L Certificate of Occupancy- New dwelling $25.00, Additions to dwcllin<.i $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building$25.00, 13usinesses $50.00. 2 Certificate of Occupancy on prc-existine Building - $100.00 3. Copy of Certificate of Occupancy -$?5 4. Updated Certificate of Occupancy - $50,00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.011 Date. CIG O "ZGU� New Construction: _ ✓ _Old or Pre-existing Building: __(check one) Location of Property: 1-4kCy L lrctlI-A(A j House No. Street Hamlet Owner or Owners of Property:_ O G(e✓ _` CffAjS%l - '- _ CWzM-TA-0 0- _ Suffolk County Tax Map No 1000, Section Block �Q` Lot 0 2- Subdivision Subdivision (2$ pL13 kD Ito u�` _Filed Map. Lot: Permit No t ^I �_ 9QO _DateofPetmit Applicant�� ffo✓ C S HCl Wo 14(7 Health Dept. Approval: q�derwriters Approval: S Planning Board Approval: — Request for: Temporary Certificate Final Certificate: t/ (check one) Fee Submitted: $ �� ��� C-_ <Applican Signature o�osuFl`ot,�oo y� w ,Z Town Hall,53095 Main Road • , . Fax(631) 765-9502 P.O. Box 1179 Telephone(631) 765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: j—oolcl- �20 d 3 Building Permit No. �,` ry 0 7 � __ Owner: �AI � �rt Y` ( S /f (Please print) Plumber: KIMPA rcuAfb Nc d NeA,7-1A-1 V � , (Plcasc print) I certify that the solder used in the water supply system contains less than 2110 of I% lead. (Plumbers Signature) Sworn t before me Chis day of 20 ([L� LYNDA M. BOHN NOTARY PUBLIC, State of New York No.01806020932 Qualified In Suffolk Coun Term Expires March a,Zoo Notary Public, ounty O rJ�cPrJ�rJ�rJ�rJ�rJ�cPrJ�rlr�rJ�cPrJ�rla�PrJ�rJ�r�cPrJ�cPrJ�r�rJ�r�rJ�c PrJ��Pt PrJ�r�rJc fcPrPrJ�r�rJ�rJ�r�cP�Pr�cfr�r�r�r1r P�PcPr�cPcPr�r�r�r�cP I N 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 Upon the application of upon premises owned by cS 5 S.C.S. ASSOCIATES,INC. CHRISTINE HURTADO 5 5 P. O. BOX 503 3400 LIGHTHOUSE ROAD S C5 ST. JAMES, NY 11780, SOUTHOLD, NY 11971 5 Located at 3400 LIGHTHOUSE ROAD SOUTHOLD, NY 11971 e Application Number: 1059938 Certificate Number: 1059938 c Section: Block: Lot: Building Permit:280072 BDC: NS11 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor, Second Floor,Attached Garage, Outside,Attic, j5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below,was 5 found to be in compliance therewith on the 23rd Day of June,2003. 5 5 Narne QTY Rate Rating Circuit Type 5 SAlarm and Emergency Equipment 5 5 Sensor 2 0 Carbon Monoxide 5 5 Sensor 7 0 Smoke 5 Appliances and Accessories 5 5 5 Exhaust Fan 1 0 F.H.P. Air Conditioner 1 0 42.000 BTU 5 Air Conditioner 1 0 36.000 BTU [, 5 Air Conditioner 1 0 24.000 BTU Oven 1 0 40 Amps SCooking Deck 1 0 30 Amps 5 Dish Washer 1 0 1.2 KW 5 L5J Pump/Motor 1 0 1 H.P. 5 Furnace 1 0 Oil 5 Panels 5 1 50 9 r5+7 5 Wiring and Devices 5 Receptacle 84 0 General Purpose seal 5 Switch 60 0 General Purpose 5 5 Continued on Next Page 1 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 MIrC3 M rJ'rJrJrJ'0 cPCa311E 0 O L3lrP�ldn�lcn�lr?nrJLPLPLrTL3fflPLPy Pr-PrJ'rJ2rJ0rJ'rJ000rJ'r:.ncNrJ'MO MINIMMIM cnr PUPR o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 SBUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 Upon the application of upon premises owned by S 5 5 5 5 S.C.S. ASSOCIATES,INC. CHRISTINE HURTADO 5 P. O. BOX 503 3400 LIGHTHOUSE ROAD 5 5 ST. JAMES, NY 11780, SOUTHOLD, NY 11971 5 Located at 3400 LIGHTHOUSE ROAD SOUTHOLD, NY 11971 5 55 Application Number: 1059938 Certificate Number: 1059938 e5� Section: Block: Lot: Building Permit:280072 BDC: NS11 Described as a Residential occupancy, wherein the premises electrical system consisting ofc� 5 electrical devices and wiring, described below, located in/on the premises at: Basement,First Floor, Second Floor,Attached Garage, Outside,Attic, 5 55 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was 5 found to be in compliance therewith on the 23rd Day of June,2003. �5 5 Name QTY Rate Rating Circuit Type 5 SFixture 66 0 Incandescent 5 Fixture 2 0 Fluorescent 5 Receptacle 1 0 20 amp Laundry 5 5 Receptacle 1 0 30 amp Dryer 5 Receptacle 6 0 GFCI 5 5 Service 5 5 1 Phase 3W Service Rating 200 Amperes C 5 Service Disconnect: 1 200 cb 5 5 Meters: 1 S 5 5 5 5 5 5 5 5 5 seal C 5 5 5 2 of 2 5 This certificate may not be altered in anyway and is validated only by the presence of a raised seal at the location indicated. 5 5 5 l7 r1GPLfCJ�LP LI�LfCPC nrJ�C PCnCJ�LPLPC faCn rJ�LPLPCPC PLIC GPCPLPLI�rJ�CPLfLPLPLI�fJ�CPCPLI�LPLI�GPC nLPLPCPCP C l�LPC nCn CILP LP LP APPEALS BOARD MEMBERS O�,10001/(CQ Southold Town Hall Gerard P. Goehringer, Chairman 53095 Main Road James Dinizio, Jr. P.O. Box 1179 Lydia A. Tortora h ,? Southold,New York 11971-0959 Lora S. Collins • �� ZBA Fax (631)765-9064 George Horning 'J1Ql ��� Telephone(631) 765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JULY 12, 2001 Appl. No. 4921 - DORIS ANDERSON (owner) and JOHN HURTADO - STREET & LOCATION: 3400 Lighthouse Road, Southold; 1000-50-2-2. DATE OF PUBLIC HEARING: April 5, 2001; April 19, 2001; June 7, 2001. FINDINGS OF FACT PROPERTY FACTS/DESCRIPTION: The applicant's property is a vacant 23,260 sq. ft. lot, located on the comer of Sound View Avenue and Lighthouse Road, Southold. The property has a frontage of 100 feet on Lighthouse Road and 50 feet on Soundview Avenue. Roughly 40 percent of the property is located below the top of the bluff and extends to the L.I. Sound. BASIS OF APPLICATION: Building Department's December 20, 2000 Notice of Disapproval denying a permit for a new dwelling with setbacks at less than 100 feet from the top of the bluff in violation of Section 100-239.4A.1, and less than 35 feet for combined side yard setbacks and less than 40 feet from the front property line on Lighthouse Road, in violation of Section 100-244. AREA VARIANCE RELIEF REQUESTED: Applicant John Hurtado requests variances authorizing the location of a house measuring 40 feet wide by 49 feet deep at the deepest point, set back 50 feet from the bluff and 36 feet from Lighthouse Road, and angled on the property in such a way that the minimum side yard on each side is 15 feet. REASONS FOR BOARD ACTION, DESCRIBED BELOW On the basis of testimony presented, materials submitted and personal inspection, the Board makes the following findings: 1. The shape of the lot is such that a house complying with the 100-foot bluff setback would be possible only if it were built with virtually no setback from Lighthouse Road and Soundview Avenue. Some variance from the bluff setback requirement is necessary for any house to be built. 2. Applicant's request for side yard variances is based on his proposed siting of the house at a slight angle to the side property lines. If the house is sited with its side walls parallel to the property lines, no side yard variance is needed. The Board concludes that such siting is a feasible alternative to the grant of side yard variances. 3. Applicant originally proposed a house 40 feet wide, 49 feet deep, and 50 feet from the bluff, with its southwest corner set back 36 feet from Lighthouse Road. Following Page 2 —July 12, 2001 Appl. No. 4921 —J. Hurtado (D. Anderson) 1000-50-2-2 at Southold hearings, applicant amended his plan to propose a house 40 feet wide by 40 feet deep at its deepest point, a reduction of the footprint from 1860 sq. ft. to 1500 sq. ft. Possible locations for the proposed house were outlined in correspondence from applicant's attorney dated June 25, 2001. 4. Applicant testified that at the request of the Town Trustees, a retaining wall will be built landward of the top of the bluff. A report from Suffolk County Soil and Water Conservation District emphasized the importance of leading all drainage from the house away from the bluff. The Board will place a condition on the variance with the intent of preventing adverse effects on physical or environmental conditions. 5. The action set forth below will enable applicant to construct a house of approximately the size set forth in his amended proposal dated June 25, 2001, in a location that complies with the Code's side yard requirements and deviates minimally (at the southwest comer) from the front yard requirement, while set back 60 feet from the bluff. The Board concludes that this action will not produce an undesirable change in the character of the neighborhood or detriment to nearby properties. 6. The action set forth below is the minimum necessary to enable applicant to build a house on the subject lot while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION/ACTION: On motion by Chairman Goehringer, seconded by Member Tortora, it was RESOLVED, to DENY the variances applied for, and ALTERNATIVELY to GRANT a variance authorizing construction of a house with setbacks of (1) no less than 60 feet from the top of the bluff at the closest point, and (2) no less than 38 feet from the property line facing Lighthouse Road at the closest point, subject to the CONDITION that the house shall be equipped with gutters and leaders adequate to collect all water runoff and to direct such runoff to drywells located well away from the bluff. Vote of the Board: Ayes: Members Goehringer(Chairman), Dinizio, Tortora, Page 6- July 12, 2001 Appl. No. 4921 -J. Hurtado (D. Anderson) 1000-50-2-2 at Southold Collins, and Horning. This Resolution was duly adopted (5-0). This Action does not grant or create any nonconforming use, nor does this action encourage a certificate of occupancy, or any use or building in violation of the zoning code, whether such uses exist at the time of#bis-sieW:mination or otherwise. Gerard P. Goehringer Chairman xwww a t4� Architect PC. 4 Nan Place • Kings Park, NY 11754 (631( 544-6340 • Fax (631) 544-6358 July 1, 2003 Town of Southold Building Department Southold, New York re: Mr. and Mrs. John Hurtado 3400 Lighthouse Road Southold, New York 11971 PERMIT # 28007 To whom it may concern, Regarding the home noted above, the space partly below the finished grade is a "cellar" ; as it has more that 1/2 its height, measured from the floor to ceiling, below the finished grade of land immediately adjacent to the building. Also, the height from the average natural grade to the flat roof is 35 ' -0" and is based on the following: 1 . A natural grade of 69 . 5 feet. (John Metzger' s Survey Dated 10/22/01) 2 . The top of foundation of 76 . 4 feet (John Metzger' s survey dated 11/2/02) 3 . A first floor height of 10 ' -011 . 4 . A second floor height of 9 '-011 . 5 . 7 ' -0" high trusses (Mitek Industries, Inc. Truss Drawings sealed 11/2/02) If you have any further questions, please do not hesitate to call me. S ' c rely B n A. Ra ..A. , BA :kah m\�� r _ CP Nk. p��FF��CO JOSHUA Y. HORTON �� �ry� JAMES A. RICHTER, R.A. SUPERVISOR ENGINEER TOWN HALL - 53095 MAIN ROAD y. TOWN OF SOUTHOLD,NEW YORK 11971 Fax. (516)-765-1366 Tel.(516)-765-1560 OFFICE OF THE ENGINEER 15 XM TOWN OF SOUTHOLD May15, 2003 Mr. Michael Verity Building Department Town Hall, 53095 Main Road Southold, New York 11971 Re: SCTM #: 1000-50-02-02 Dear Mr. Verity: As per our recent discussion,the above referenced property has constructed several retaining walls and masonry steps immediately adjacent to two Town roads. This property is on the corner of Sound View Ave Ext. &Lighthouse Road and these roads have 66'&50' Right-of-Ways respectively. The masonry steps and concrete retaining walls constructed at this location encroach well into the Right-of-Way up to the actual paved travel lanes. I met Mr. Harris and the Owner at the site on Wednesday to discuss this encroachment. At that time, Mr. Harris informed the Owner of the problems associated with the placement of these structures and he agreed that a mistake was made with regard to the location of the items constructed. At that time, it was agreed that the Owner would have a survey updated with the actual locations of these structures and would submit them to Mr. Harris and myself for review. Certain portions or all of the encroaching construction may require demolition or relocation. I will review this survey with your office&Code Enforcement when it becomes available so that all departments have the opportunity to address the issue. When all review comments have been presented to Mr. Harris he will make the final determination of what must be removed, demolished or relocated out of the Right-of-Ways. Please hold any request for final Certificates of Occupancies until this matter has been addressed. Thank you for your const era ion in is matter. If you have any additional questions concerning this issue, please contact my office. Si a ely, mes A. Richter, R.A. cc: Peter Harris (Superintendent of Highways) Ed Forrester(Code Enforcement) Greg Yakaboski (Town Attorney) Albert J. Krupski, President �OSUFFO(�CO Town Hall James King, Vice-President h�0 ljy 53095 Route 25 Henry Smithc P.O. Box 1179 Artie Foster (n = Southold, New York 11971-0959 Ken Poliwoda WO Telephone (631) 765-1892 y�1J01 �a0�' Fax (631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 15, 2001 Mr. John Hurtado P.O. Box 1925 Southold, NY 11971 RE: 3400 Lighthouse Rd., Southold SCTM#50-2-2 Dear Mr. Hurtado: The Southold Town Board of Trustees reviewed the survey dated October 17, 2000 and last revised February 8, 2001 and determined that the construction of a single-family dwelling and retaining wall to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and out of the Coastal Erosion Hazard Area under Chapter 32 of the Town Code. However, any activity within 100' of the Wetland line or seaward of the Coastal Erosion Line would require further review from this office. We appreciate your efforts to contain the water in order to prevent run-off. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Albert J. Krupski, Jr. President, Board of Trustees AJK:Ims BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: / /o? /OD. \ .DATE SUBMITTED: / lo? /Od% APPLICANT NAME. 1)A@s AN1 Fesoa 44,&a-Do SCTM# DISTRICT: 1,000 SECTION: 50 BLOCK: c_Q LOT:_ _- STREET:�1-/o0LiEfITH,b^r� CITY: ac SUBDN. NAME: PROJECT DESCRIPTION: ll kw U- -u1FL-Ll N q__ 9 � ARCHITECT/ENGINEER. FAST TRACK? �y SINGLE& SEPARATE CERTIFICATION-REQUIRED? �c, NOTES P'/rJ2 LOTS 40,000SF-100-24.Lot reoognition.(CREATED before June 30,1983),1INDERSEFD JOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time a r 7/1 ZONING DISTRICT: CONFORMING? Ato 2Co REQ. LOT SIZE: 10� ACT. LOT SIZE:- REQ. LOT COV.cCebplO ACT. LOT COV. REQ. FRONT Q PROP. FRONT-36– REQ SIDE�g�ACT. SIDE S REQ. REAR PROP. REAR�o �i -FRO rop 04%7,31 -OKay -�Or-4v �?, GAJ WATERFRONT? YDS DESCRIPTION: 4--T . SovN f� PANEL FLOOD ZONE:--,K. AGENCY PERMITS REQUIRED FOR REVIEW APPROVALS REOP RED: SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED #): DTE:/Z/ 6-/0/ PERMIT#:R10-CO-a'-7- NEW YORK STATE DEC: p 1) 9/ s or NO /UJ Le7e� SOUTHOLD TOWN TRUSTEES: or NO Nd ( Q2 TOWN ZONING BOARD APPROV r NO No I 'ss tPssE��_p,f TOWN PLAN. BOARD APPROVAL: YES o # 38`70 "C-f " TOWN HISTORICAL PRE (SPLIA): YES or NYS ENERG YES R NO /of EGRESS (I8 H mm.?4 sq total) VENT(SQ. FT. x 4%) LIGHT (SQ. FT.x 8%) BUILDING PERMITS OPEN/EXPIRED: BP -Z/C/0 Z_ HAVE PRE CO'S : Y OR N BP -Z/C/o Z- NOTES:s�4o, A-4 pe, ZBAF -IS.9- !rs N T 1 T i o At S z / FEE STRUCTURE: FOUNDATION: /. /8b SF FIRST FLOOR : /� y�—SF SECOND FLR : //0 SF B41T OTHER TOTAL TOTAL: �5 d SF FEE FEE FEE 'OT( SF)- g( ;o SF)=3.� 2&1 SFX $ 50 =$ 171 f+$ 1jU +$ _ -gam New York State Department of Environmental Conservation Building 40 -SUNY, Stony Brook, New York 11790.2356 Telephone (516) 444-0365 AM Facsimile (516) 444-0360 lubw i John P.Cahill Commissioner LETTER OF NONJURISDICTION-TIDAL WETLANDS Date: December 4, 2000 Mr. John Hurtado RE: 1-4738-02782/00001 PO Box 2147 Hurtado Property laurel, New York 11948-0548 Sound Ave. & Liehthouse Road SY- )*, Southold SCTM No. 1000-50-02-02 Dear Mr. Hurtado: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that the property landward of the topographic crest of the bluff, as shown on the survey prepared by John T. Metzger on 10/17/00 and last revised 11/27/00, is beyond Article 25 jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) 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 of obtaining any necessary permits or approvals from other agencies. Very truly yours, Permit Administrator cc: Charles W. Bowman, Land Use Ecological Services, Inc. Bureau of Marine Habitat Protection, NYSDEC File DMG FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE; December 20. 2000 TO John Hurtado A/C Anderson Po Box 1925 Southold NY 11971 Please take notice that your application dated December 11, 2000 For permit for one family dwelling at Location of property 3400 Lighthouse Road Southold County Tax Map No. 1000 - Section 70 Block 2 Lot 2 Subdivision Filed Map # Lot # Is returned herewith and disapproved on the following grounds; • Proposed project not permitted pursuant to Article XXIII Section 100-239.4A.1 which states; All buildings located on lots adi gcpnt to sounds and upon which there exists a bluff or bank landward of the shore or beach shall be set back notfewer than one hundred (100) feet from the top of such bluff or bank. Proposed one family dwelling shown dt 50`feet from top of bluff. • Proposed project, on lot 23,260 sq. ft.,not permitted pursuant to Article XXIV Section 100-244B which requires a minimum side yards of 15 and 20 feet for a combined of 35 feet. Proposed one family dwellingf shown with both side Yards of 15 feet for a combined of 30 feet. • Proposed project, on lot 23,260 sg ft, not permitted pursuant to Article XXIV Section 100-244B Which requires a minimum front yard setback of 40 feet. Proposed one family dwelling shown with front yard setback of 36 feet. Authorized Si bure MiTek® MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO 63017-5746 Re: 1-0_drop Telephone 314/434-1200 RESIDENCE LIGHTHOUSE ROAD-SOUTHOLD, NY Fax 314/434.5343 0 The truss drawing(s)referenced below have been prepared by MiTek Industries, Inc, under my direct supervision based on the parameters provided by Nassau Suffolk Lumber Pages or sheets covered by this sea114113559 thruI4113567 My license renewal date for the state of New York igune 30, 2005. NEbyY h�P� N GARC^/ O9� t r W C) ' a �O o6o09�" November 12,2002 Garcia, Juan The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSUTPI-1995 Sec. 2. Job russ russ ype ty Ply E I LIGHTHOUSER A - U H L , 4113559 NY 1-0 DROP H100 ROOF TRUSS 34 1 (optional) NA AU L , M ,NY 11 i ek Intlustnes, nc.4. 1 R1 s ct 'f ek Industnes, nc. Mon ov it :1 age 1 1-0-1 1 2-0-0 1 3 oo F 60-0 1-0-10-11-151-0-0 3-0-0 2.4 11 5x5= Scak=1.44 2 5 6 ]xL1120.00 12 10.00 12 4.4= 00 FIT 3 3x4= 2 1 3x4= 9 8 7 3x4= 2.4 11 3.5= 2-0-0 341-0 ed-0 2-00 1-0-0 3-04 Plate Offsets -1 e LOAbING (pall SPACING 2.0-0 CSI DEFL in (loc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.34 Vert(LL) 0.01 7-8 >999 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.38 Vert(TL) 0.01 7-8 >999 SCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 7 n/a BCDL 10.0 Code BOCA/ANS195 (Matrix) 1st LC LL Min 1/defl = 240 Weight: 541b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. Except: BOT CHORD 2 X 4 SVP No.2 1 Row at micipt 4-5 WEBS 2 X 4.SPF Stud *Except- BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 5-8 2 X 4 SVP No.2, 6-7 2 X 4 SYP No.2 WEBS 1 Row at mill 6-7 REACTIONS (Ib/size) 7=157/Mechanical, 9=428/0-11-0 Max Harz 9=-359(load case 4) Max Uplift9=-461(load case 6) Max Gray 7=252(load case 41. 9=4791load case 2) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=114,2-3=169, 3.4=134,4,8=8,4-5=.111, 5-6--11, 6-7=-114 80TCHORD 1-9=-92.8-9=12.7-8=16 WEBS 3-9=-139,4-9=-226,4.6=11,4-7=-16 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level,using 10.0 psf top chord dead load and 10.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 1,condition I enclosed building,with exposure D ASCE 7-98 per BOCA/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.15,and the plate grip Increase is 1.15 2) Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5)Refer to girder(sl for truss to truss connections. 6) Four RT7 USP connectors recommended to connect truss to bearing walls due to uplift at itis) 9. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. 8)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-1 Od nails. LOAD CASE(S) Standard OF NEW Y `P Jp N GA 09 r Q NCO N0.08009, ��(2 9�FESSIONP A WAR I -Vit W deelyn pararneterf and READ NOTES ONTMS AND REVEPE SIDE SEraE OSE. �® Desion vold se for uonly with MBil ek caofThe dl based only Wan paramelen shown,and IF Jo,an Individual building corn coto W In,mi,i tl and it vertically, ApollcobllMy of del paramefers and propos Incolpolafbn of component a resoansuley of butdMo deslaner-not buss tlespner Nadir,shaven k for bleml suppatl of IndNklual web members Only. pra Additional lemory bracing to mm sustability dwna lconslru<Ibn k the iesponsiblilty of the erealar.Addabnal permanent b,.l of the oyetal sI u.lu e Is,the r.,onsllpally of the DolY9ng despner.Fos aenewl au Wance regardbp fcbrkatbn,quality conhok slot p .delvery.„ectbn and brocM consul QST-88 Quality standard.Df1.19 Ipso a specification.and MIV91 M iTek® Mondllrsa IrubllMg and Iliac a PeeammwMalbn avolcble mus Re Institute.583 all DriveMa , deon,Wl0719. Job russ russ ype �typly �Inal� L H USER AD- U H LD, NV 4113560 1-O DROP HIOI ROOFTRUSS NASSAU U LK BEfF, DF ,NY 11763 � 1 1 s Aug e Industries, Inc. Toe Nov 1 .18:13 age 1 1-0.1 12-0-013-0-014-0-0 1-0-10-11-151-0-0 1-0-0 5x5= Scale:116'=1 2x4 11 5 6 20.00 12 4.6 11 10.00 12 3.6// 4 0 5.00 r12 4x4= 3x4= 3 2 1 3x4= 9 9 7 3x4=2x4 11 4x6= 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.34 Ven(LL) 0.01 1 >999 M1120 197/144 TCOL 10.0 Lumber Increase 1.15 BC 0.24 Vi rt(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.28 HorzlTL) 0.00 7 n/a BCDL 10.0 Code BOCA/AN5195 (Matrix) 1st LC LL Min I/defl = 240 Weight:48 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-0-0 cc purlins, except end verticals. Except: BOT CHORD 2 X 6 SVP Ill 1 Row at midpt 5-8 WEBS 2 X 4 SPF Stud *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 5-8 2 X 4 SYP No.2,6.7 2 X 4 SYP No.2 WEBS 1 Row at midpt 6-7 REACTIONS flb/size) ` 7=14/Mechanical,9=371/0-11-0 Max Horz 9=-366(load case 4) Max Uplift9=-643(load case 4) Max Grav 7=624(load case 4),9=425(load case 2) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=87, 2-3=140,3-4=128,4-8=-55. 4-10=-61,5-10=-28, 5-6=0,6-7=-28 BOT CHORD 1-9=-75,8-9=-11,7-8=-7 WEBS 3-9=-104,4-9=-137, 7-10=33,6-10=-0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level,using 10.0 psf top - chord dead load and 10.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category I,condition I enclosed building,with exposure D ASCE 7-98 per BOCAIANS195 If end verticals or cantilevers exist,they are exposed to j wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.15,and the plate grip increase is 1.15 2) Design loath is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 51 Refer to girder(s)for truss to truss connections. 6)Four RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s)9. 7)This truss has been designed with ANSIrrPI 1-1995 criteria. 8) Design assumes 4x2(Rat orientation)purlins at cc spacing indicated,fastened to truss TC w/2-1 Off nails. LOAD CASES) Standard 1 pF NEWY CSP 9�PN GAR�,9 O9f I r- l � NCO 0-080()9" A9OFES S(ON" A WARA o-Ve ft ae.1g.paza t.arra R&W NOTES OXIMS AM aaverlae eme Dawes Dae. Design vald for ine only With Maek connectors.ihk dodon If barred only upon parameters thrown,and k fox an Indlylduat binding cdnponenf to be Installed and boded vedbalty. Appleabaty of deslon posameteis and Osoper Incorporation of component k responslblRy of bulk9na desbner-not hun de one,&acing flown k for lateral suppal of IndNlaval web members only.Addbnai temporary brocing to Insure stablify during condmchon a she responrrbYgy of IM erector.Additional permanent bracing of the overall shucWre k the bfponslblllly of the 0-11dln9 d.rh h.l.Fol general guidance he dlsg kabrlaalbn,quality conllol,storage,d.lvery,«ectlon and brackw.consue rgsl-ee Quality standard.psi-19 afachq:,.tach n,and Nle-91 M iTek® NaMMai Mq ong efrd I.kW kem eemeMNbr1 avalom able fl.I,.%ate Indeeta ute, D-Orroeb DtM,Moak WI W719. Job ruts russ ype ty y L H H UROAD-SOUTHOLD, N 14113561 1-0_DROP H102 ROOF TRUSS 8 1 - o tionaq N AU U L LU RD, NV 11763, l ek Intlustries, nc. 1 s ct 1 Mi ek In ustnes, Inc. on Nov 11 :14 2002 Page 1 _ 1-0-1 I 2-0-0 r 14-1 0-11-15 2.4 II 1000 12 Scale=1:10.3 3 4x4= 500 12 2 FAf 5 4 2.4 II 2.4 II 3xd= 1-0-1 F 2-0-0 r 1-0-1 0.11-15 LOADING (psf) SPACING 2-0-0 CSI DEFL in (roc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.05 Vert(LL), 0.00 5 >999 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.05 Vert(TL) -0.00 5 >999 BCLL 0.0 Rep Stress Incr ,YES WB 0.02 Horz(TL) -0.00 BCDL 10.0 Code IIOCAIIINS195 (Matrix) Tat LC LL Min tldefl = 240 Weight: 9l LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.2 *Except- 2-5 2 X 4 SPF Stud REACTIONS (Ib/size) 4=91/Mechanical, 1=91/0-3-8 Max Horz I=107(load case 5) Max Uplift4=-54(load case 6), 1=-19(load case 41 Max Grav 4=105(load case 2), 1=105(load case 2) FORCES (Ib)-First Load Case Only TOP CHORD 3-4=-49, 1-2=-50, 2-3=-30 BOTCHORD 1-5=17,4-5=24 WEBS 2-5=-31 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level,using 10.0 psf top ichord dead load and 10.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 1,condition I enclosed building,with exposure D ASCE 7-98 per BOCA/ANSI95 H end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.15, and the plate grip increase is 1.15 2) Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 54 Ib uplift at joint 4. 6)Four RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 1. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard OF NC GARS 09 r 1u NCO 0-0800 V 9oFESSIONP ,&WARNING-VerW duly-pgromeb and READ NOTES ONTRIS AND REVERSE SIDE BEFORE USE. .® Design valid lar use only with Maek Connecta=,This design k Dried only upon pararneten shown.and k Id on Individual bu Bd4q component to 1» Installed and boded veltkaM. ApplbobAay of deslpn pommel--and proper Inaorpwatbn of Component k reeponslbllay of bulldlna designer-not outs dexbner.e,acing shown k fol latest support of Indlvklual web members only.Addtlbnol temporary bracing to mime 0ablllly during conxlructbn k the rHpomlawy of Ing eMCt01.Addlfbnal penonenl bracing at the overall stmctute k Ire responslbWly of Ine bulUing deslgner.Fol general guldonce repording feb,lcutkxl,quality Control,dorage,de"m erection and blOCing,c9nsuit OST-0a Duality Standard,DSI-e9 rrdl IraolnD Specpbatbn,and NII.91 M iTek® MaM ktrlolllnp and I—InG peComm«sddbn avclabm le froIru-Plate k-taut*,MD'OnoM1b Mad Ddw. ison,W153)19. Job runs russ ype ty ly R I N I H U R A - H ,N 14113562 1-0 DROP H102A ROOF TRUSS 25 1 to tional) NASSAU: V60 L . M 117 , ek n ustnes. Inc 4. At s ct 1 i ec ndustnes, Inc. on Nov 1 08:21F1 age i -02-0-0 1-0-1 0-11-15 Stale=1:14.2 7 m oo u 3 3x5 ii ;4i = 2x4= 5 4 2x4 II 2.4 x 3x4 1-0-1 0-11-15 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.08 Vert(LL). 0.00 5 >999 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.06 Vert(TL) -0.00 5 >999 BCLL 0.0 Rep Stress Incr YES WS 0.03 Horz(TL1 0.00 6 n/a BCDL 10.0 Code SOCA/ANSI95 (Matrix) 1st LC LL Min I/def! = 240 Weight: 14 Its LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-0.0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BUT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.2 *Except* 2-5 2 X 4 SPF Stud, 6-7 2 X 6 SYP No.2 REACTIONS (lb/size) 1=87/0-3-8,6=133/0-5-8 Max Horz 1=159(load case 5) Max Uplift 1=-75(load case 4), 6=-I 11(load case 5) Max Grav 1=101(load case 2),6=152(load case 2) iFORCES Iib)-First Load Case Only TOP CHORD 4-6=49,3-6=-76, 3-7=0, 1.2=9, 2-3=41 BOTCHORD 1-5=-1,4-5=10 WEBS 2-5=-46 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 10.0 psf bottom chord dead load,in the gable and roof zone on an occupancy category I,condition I i enclosed building,with exposure D ASCE 7-98 per BOCAIANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.15. and the plate grip increase is 1.15 2)Design load is based on 30.0 psf specified roof snow load. 3)Unbalanced snow.loads have been considered for this design. 4)Bearing at joints)6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 1 5)Four RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 1 and 6. 61 This truss has been designed with ANSIlTPI 1-1995 criteria. 7)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-1 Od nails. 1 LOAD CASE(S) Standard �,,, of NEw �P JPN GARO/ O C9 9 9� r_ Q t EU W NCO 0.0800 �2C9 90FESSIONP A WARMING-V.,M ds.lpa param.t.rse and RE"Norms ON rens AND RXYZRSE SWZ RMORZ USC. Design void for use only wffh Meek connectors.fhb Wslon a based only upon parameter,Mown,and It for an SSCMdual D lldkro component to be MV.Iled and boded vedbaAy. AppScobllfly of deson parameter and proper Incort otatIon of component Is responsff,ety of bulling desoner-not truss deal,,.,.Braclna shown Is fat blerol suppod of IndlvWuol web members only.Addlflonal feroporory btaclog to Insure slobllity during constmcllon Is the re,ponslbMt,of IM .tecta.Addltbnal pemonenl bracing of the avow//,Imofine Is the teaponalbWfy of Iri. 1,0009 designer.For genote/guIdI rpatdlog fabrication,Quality control,staooe,drsive,erection aI broclno.con,ua OST-aa ouolffy Standard,D3111-419 Swcing Sp.elpealbn,arW XIS-91 e9MiTek® ndllna Innole y and SmM Sbom c —orn-enddlon ovoble fl.fru„Rot.Insiliwfrb srfe,583 D-OrDllv. M , odhon.WI541719. 11 1 Trussmss iii ypetY ly L H H AD- L , N 14113563 1-0 DROP H103 (ROOF TRUSS 4 1 o tionaU NA D. Y 11 , miTek ndustrles, Inc.4. Ol I s ct r ek n ustnes, nc. on Nov 11 08 ge F 1 5-1 1 2-9-15 a-245 + 6-J-f0 F BA-5 1-5-1 1-0-14 t-SO 2-0-11 2-0-11 2x411 3x8= 2.4 II Scale=1:48.8 5 6 ] I 14.14 12 4x8// 4 7.0] 12 4x4= 3 12 3z4= 3 2 1 3z4= 11 10 12 9 8 2.4 II 04= 314= 4x4= SKH 6L SKHH26R 2-9-15 F-0.2-15 1 e-4-5 2.9-15 1-50 4-1-7 Plate Offsets 1:TFn LOADING (psf) SPACING 2-0-0 CSI DEFL in (lac) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.15 1 TC 0.61 Vert(LL) -0.08 1 >389 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 SC 0.51 Vert(TL) 0.09 1 >375 BCLL 0.0 i Rep Stress Incr YES I WB 0.35 Horz(TL) 0.00 8 n/a BCDL 10.0 Code BOCAJAN5195 (Matrix) 1st LC LL Min Well = 240 Weight: 83 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 7-9-15 or,purlins, except end verticals. Except: BOT CHORD 2 X 6 SYP No.2 1 Row at midpt 5-10 WEBS 2 X 4 SYP No.2 'Except' SOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 3-11 2 X 4 SPF Stud, 3-10 2 X 4 SPF Stud,4-6 2 X 4 SPF Stud 10-0-0 oc bracing:8-9. 4-9 2 X 4 SPF Stud WEBS 1 Row at midpt 7.8 REACTIONS Iib/size) 10=341/1-3-9,8=124/Mechanical, 11=364/1-3-9 Max Horz 11=-338(load case 4) Max Uplift 10=-1746(load case 6), 8=-339(load case 5), 11=-81(load case 71 Max Grav 10=375(1oad case 2), 8=209(load case 7). 11=382(load case 2) FORCES(Ib)-First Load Case Only TOP CHORD 1-2=650, 2-3=704,3.4=137,4-10=-341,4-5=-58, 5-6=1, 6-7=0,7-8=-58 BOT CHORD 1-11=-593, 10-11=-510, 10.12=-69, 9-12=-69, 8-9=11 WEBS 3.11=-765,3-10=580,4-6=-26,4-9=148,6-9=-129, 6-8=-40 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level,using 10.0 psf top chord dead load and 10.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category I,condition I enclosed building,with exposure D ASCE 7.98 per BOLA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.15, and the plate grip increase is 1.15 2)Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 51 Refer to girder(s)for truss to truss connections. 6) Provide mechanicaf connection(by others)of truss to bearing plate capable of withstanding 339 Ib uplift at joint 8. 7)Four RT7 USP connectors recommended to connect truss to bearing walls due to uplift at ills) 10 and 11. 8)This truss has been designed with ANSI/TPI 1-1995 criteria. 9) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 101 Use USP SKHH26L(With 16d nails into Girder&NA90 nails into Truss)or equivalent at 5-8-15 from the left end to OF NFIN connect truss(es)H101 (1 ply 2 X 6 SYP) to front face of bottom chord,skewed 45.0 deg.to the left,sloping 0.0 deg. J� down. Q� FN GA,9 O 11) Use USP SKHH26R(With ISd nails into Girder&NA90 nails into Truss)or equivalent at 5-8-15 from the left end to connect truss(es)H101 (1 ply 2 X 6 SYP) to back face of bottom chord, skewed 45.0 deg.to the right,sloping O-O deg. down. * // 12) Fill all nail holes where hanger is in contact with lumber. r„ LOAD CASE(S) Standard W 1) Snow:Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads(plf) Vert: 1-2=-80.0,2-3=-80.0,3-4=-80.0, 5-7=-80.0, 1-11=-20.0, 8-10=-20.0 NFO 't'o,USUo9, Concentrated Loads Bbl Al P�' Vert: 12=-41.2 OFES SI O QWARNZIM-WrVy design pcu amet.and A&W NOME ON 7'/315/AND RZVZRS6 SME HNrORR V=- ® . Deslon void br use only with Mitek connectors.The deslpn 6 based only upon parameters Mown,and a la on Individual building cc hp nl to be Installed and baded vertkoM� Appllcabaly of dedpa bulli gn parameters and proper ncorporalkM of component Is of ng deslgner-not Imss tleigner. B1.dna shown k for bl.,ol support of Indlvldual web members only.Addftbnal lamporary bracing to nsura sloblllty du Mg conslmchon k the responslblaty of the erector.Additional permanent bracing of the overall structure k the IaspooslbWly of me buikling daspner.Fol general guklance regordng bbrlcafkM.quQVY canlraL storage,det"ry.erection orad bracno,comull OST-aa Quality Mcndard,DSS-89 Srocng Speoft.11on,entl NIP-91 M iTek® Hand"IrWoitng and Sraalng iteeommesMdbn avaitIr abW an buss Flat- Sed t- Offute. D'Onoeb Dllve,Hodson,WI 53719. Job runs Truss Type Ty y N I - U LD, NY 14113564 1-O DROP H103A ROOF TRUSS 6 1 o tiona0 A U L lU 11 t e ndustnes, Inc.4. 1 1 s ct 1 t ek ndustnes, nc. on ov 11 ;1 age 131 2A84 1S1 136 Scale=1:14.2 7.07 F12 3 3x5 9 3,54F12 4009 2 —I I �1 a la 5 a 3x4= 2x4 II • 3x4= 1S1 24-7 1-5-1 136 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.13 VertILL) 0.00 5 >999 M1120 197/144 TCOL 10.0 Lumber Increase 1.15 SC 0.13 Vert(TL) -0.00 5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 6 n/a BCOL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min Well = 240 Weight: 15 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-8-7 oc purlins, except end verticals. BOT CHORD 2 X 4 SVP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.2 'Except- 2.5 2 X 4 SPF Stud, 6-7 2 X 6 SYP No.2 REACTIONS Bb/size) 1=118/0-3-8, 6=16110-5-8 Max Harz 1=154(load case 5) Max Uplift =-77(load case 4), 6=-88(load case 5) Max Gray 1=121(Ioad case 2), 6=180(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 4-6=62, 3-6=-83, 3-7=0, 1-2=-50, 2-3=21 BOTCHORD 1-5=17,4-5=29 WEBS 2-5=-53 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level,using 10.0 psf top chord dead load and 10.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category I, condition 1 enclosed Wilding,with exposure D ASCE 7-98 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. H porches exist,they are not exposed to wind. The lumber DOL increase is 1.15,and the plate grip increase is 1.15 2)Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Four RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 1 and 6. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. LOAD CASE(S) Standard 0 NE(1yy ,JPia GAg0 09 r Q y L 2 0.0800 v 9OPE,SSIONP A W.BRMWO-V.,M d..iyn parameter.ane se w moral OXIWX AND RRVJM=sore sewse use. ® Dedgn void for use only w1h Mliek connecters The deslon Y based only upon parameters shown,and Is lar an hdlvaual bulding component to be installed and boded y.Olaasy. ApPlhabBay of design pa omelers and prober hcorperatk,n of component k responslbery or bulldho designer-not truss deelgnet.Btaclnq shown a for Inleral support of hdr,rdual web members only.Additional fempol.,brach,to Inswe stability dWinq consbuctbn k the rnsponLbllty of the emcfot.Addllbnal permonenl b,.."of the..,.I slmeWte Is the I.,eh,1bdfy of the bOl Jrrp desgnei.Fol general qubance regardkW abrlwtbn,quoay conftot stooge,de"ry,weetkm and bracing,cornua OSi-ea C11a0Y Standard,051•a9 Bracing Sp.oaleatlon,arwl XIS-91 aaraang YWaang and Bra9ka aem comendalbn avobbb ft.lrua Pate hstaute,SW D'Onof so Drive. atlk53 on.WI 719. M ITe4® ob russ russ Type ty Py Z L H H U AD- L , NV 2 4713 1-0 DROP H104 ROOF TRUSS 2 JIM'Aiffe7ln A F L LUM , ME Y i l 4. 1 RI s Aug , Inc. ue ov :O age 1 2-0-03� 41-7-15 1^ t� a4-10 F 134-] 1 1&10-5 l 24-1-3 1 294-1 1 3464a 39-" 40-8-0 428-0 I4 l 1-00 54.10 5-2-14 5-2-14 6214 62-14 &2-14 5-1-2 1-0-0 14 1 0-11-15 0.11-15 Scale=1:73.5 3x8= 2x4 11 3x8= 2x4 11 3.6= 2x4 11 3x8= 3x4= 2x4 11 5 6 7 8 9 10 11 /2 13 I 07 1>4 I 0. 12 6x12 Q 0.0012 7x1a 4 < 14 loot 7x1d 5.00 12 6x124 15 3 3x6 J �I 3x6 G 16 1 2 7 Isis nQ a 495= 45= o 27 28 296 30 31 244 32 W 23 34 35 36 217 38 2120 39 40 19 41 18 7x14= 4X4= 7x12= 2x411 4x8= 2x411 4x8= 7x14= axe= to 21�kq 64=10 F- 13-74 18-10-5 f 24-1-3 1 294.1 1 36-8-14 358-0 �f 7 --? 1-0-1 1aT0 54-10 5-2-14 52-14 5-2-14 62.14 5244 51-2 1-0-0 I-0l 0-11-15 0.11.15 Plate Offsets ): LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.39 Vert(LL) 0.15 22-23 >999 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.29 Vert(TL) -0.1322-23 >999 BCLL 0.0 Rep Stress lncr NO WB 0.44 Horz(TL) -0.04 18 n/a BOOL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min Udell = 240 Weight: 671 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. WEBS 2 X 4 SYP No.2 *Except* 3-27 2 X 4 SPF Stud,4-6 2 X 4 SPF Stud,4-26 2 X 4 SPF Stud 12-14 2 X 4 SPF Stud, 14-19 2 X 4 SPF Stud 15-18 2 X 4 SPF Stud,3-27 2 X 4 SPF Stud 15-18 2 X 4 SPF Stud REACTIONS (Ib/size) 27.2801/0-11.0, 18=2800/0-11-0 Max Harz 27-320(load case 6) Max Uplift 27�-2394(load case 6), 18=-2199(load case 5) Max Gray 27x28590oad case 2), 18-2857(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=20,2-3=71, 3-4=134,4-27=•2405, 4-5=-197, 5-6=-52, 6-7=-2723, 7-8=-2723,8-9=-3256, 9-10=-3256, 10-11=-3256, 11-12=-1575, 12-13=-48, 14-18=-2423, 13-14=-184, 14.15=140, 15-16=77, 16-17x-12 BOT CHORD 1-27=A 1, 27-28=-83,28-29=-83,26-29=-83, 26-30=1654, 30-31=1654, 25-31=1654,24-25=3275, 24-32=3275,32-33=3275, 23-33-3275, 23-34=3275,34-35=3275, 35-36=3275,22-36=3275, 22-37'=2684, 37-38=2684,21-38=2684,20-21=2684, 20-39=2684, 39-40=2684, 19-40=2684, 19-41=-89, 18-41=-89, 17.18=-15 WEBS 3-27=-125,4-6=-1913,4-262036, 6-26=-744, 6.25=1724, 7-25=-410,8-25=-890,8-23x298, 8-22=-31, 10-22=-415, 11-22=922, 11-20=260, 11-19=-1788, 12-19=631, 12-14=-1855, 14-19=1984, 15-18=-124 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level,using 10.0 psf top chord dead load and 10.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category I,condition I enclosed building,with exposure D ASCE 7-98 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to OF NEFI,r,r"V y wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.15,and the plate grip increase is 1.15 2) Design load is based on 30.0 psf specified roof snow load. Q� 14 A O 3) Unbalanced snow loads have been considered for this design. .� JP C' ACS 9 4)Provide adequate drainage to prevent water ponding. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2394 lb uplift at joint 27. 6)Four RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 18. / 7)This truss has been designed with ANSIrTPI 1-1995 criteria. r_ 01 8) 2-ply truss to be connected together with 10d Common(.148"x3")Nails as follows: 111 Top chords connected as follows:2 X 4- 1 row at 0-9.0 oc. W Bottom chords connected as follows: 2 X 6-2 rows at 0-9-0 oc. 2 } ? Webs connected as follows: 2 X 4- 1 row at 0-9-0 oc. 9) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. ti 1 10) Use USP TMU26(With 1 Od nails into Girder&NA9D nails into Truss)or equivalent at 6-0.0 from the left end to connect �A) O.08009 truss(es)H103(1 ply 2 X 6 SYPI to front face of bottom chord, skewed 45.0 deg.ta the left,sloping 0.0 deg.down. OC'1 111 Use USP TMU26(With 10d nails into Girder&NA9D nails into Truss)or equivalent at 36-8-0 from the left end to connect 9 FES 10 P truss(es)H103 If ply 2 X 6 SYPI to front face of bottom chord,skewed 45.0 deg.ty the right, sloping 0.0 deg.down. AWARNINO.Ve ft des lBn paruns Sts a and R6AO NOTES ofrTffi8 AND REvERBE sms BEFORE 1186. fasse.® Design vald br use only with MRek confseclas.this design Is based anti,upon porahtii shown,and\for an Individual bulcang eomporwnt to be snooped and loaded venleoM. ApploobBtty of de0on parameters and proper Incorporonon of component Is retponslbllxy of bulld Ing desbner-not lmss tlespnel.Bmcing mown k for lateral suppoA of Ind![Adual web members only.Atldil anal temporary bracing to hsuw liability owing conslmclbn Is the responsbaty of the ereata.Addttbnal permon..1 bmcing of the overall slwcture k the responsiDisly of the oulicing deslgnel.For generol guidance regarding lobrk:atkxl,gwkly control exxoge,deMry,erection and baaing,aonsua OST-IM Quality standard,OSS-89 Smcksg Specekotfa oW XIS-91 6andlhrg installing ane lreelng leeammendotlon ovolab a from Inns 91a1a Institute,563 D'oMhb Drive.Madxon,WI 53719. M iTek Jo russ runs ype Ty Ply IDEN L HTI U A - U H LD. Y 1-0 DROP H/04 ROOF TRUSS 2 2 4113565 (optional) A A K LUMBER,M D D, N 11 �4. -6i— $ 1 s Aug 1'6 1 t ek Industnes, Inc Tue Nov 12T) 3a:07 2MYTage NOTES 12) Fill all a2il holes where hanger is in contact with lumber. 13) "Nailed'indicates 3-10d or 3-12d common wire toe-nails. LOAD CASE(S) Standard 1) Snow:Weber Increase=1.15, Plate Increase=1.15 Uniform Loads(plf) Vert: 1-2=-80.0, 2-3=-80.0, 3-4=-80.0, 5-13=-80.0, 14-15=-80.0, 15-16=-80.0, 16-17=-80.0, 1-17=-20.0 Concerinted Loads(ib) Vert: 24=-60.S 19=-60.8 21=-60.8 28=-211.0 29=-60.8 30=-60.8 31=-60.8 32=-60.8 33=-60.8 34=-60.8 35=-60.8 36=-60.8 37=-60.8 38=-60.8 39=-60.8 40=-60.8 41=-211.0 0 WAMWVG-Ve W design parameters and READ NOTES ON TW/S AND REVERSE SSDE BBDO%URB. .® s Design old fon use only with Miteko cnk m nectors.This design based only upon paraeter shown,asset Is la an Individual buldhg component to be, Mtlolled and loaded!vmtkoaily. ApPBaabMty of design parameter and proper hcorporaflan of caro Ponenl is responslbllRy of bsACing desloner-not truss desloner..Blocina shown h for lateral support of hdlviduol web membeu onty.Addifbnol lemporory braclnD to haws sta Dllify dutlnq conslmclbn k IOe respon"y of the erector.Additional permanent bracing of the overall slmclufe h the responsltollity of the bW JhQ desprrer.Fol genarol quklance negordko bbntcatbn-pually conuoL storage,delivery.erection and Nacho,consu5 OSS-Se Quality Ranched.DSO-59 Sraoko Slseeftanon,and MIII-91 M iTek® h9ndWV ksstallho and lidelnaee ■ orssmendatbn avabMrom m bfuss Rate Institute,453 D'Onoeb DIM.MCdliorr,WI 53719. a russ runs ype ty Ply N I H7HROA=D-SOUTHOLD, 566 1-ODROP H105 ROOF TRUSS 9 1 (optionaqA A U K L ,ME6 , NY 1 J6� 4. 1 1 s Aug 1 Mi ek ndustnes, no1 200 41-7-15 1�T� 9-1-0 F 15-0i t5�-0 2f3-0 I F 39-8-0 40�_T i4 l 1-0-0 6-1-0 5114 0-1-12 6-2-0 6.2-0 0-1-12 5111 6.1-0 100 101 0-11-15 0-11-15 Scale=1 76. 3x411 3x8= 4x10= 3x6=3x4= 4x10= 3x8= 3x411 5 6 7 8 9 10 11 12 20.00 12 10.0052 7x14// 704\\ 5.1X1 12 Ali, 3 0 6x12 i 6x120 0 3x6, 3 20 14 3x6 C o r 2 21 15:<i 0 6 d N 70x12 MI118FC 10x12 MI118H= o-o 4x5= 4x5= 0 0 24 23 2214.00 72 19 18 17 7x14= 4.4= 8x8 4x4= 7x14= 8x8 J 1-0- x9-1-0 152-0 1 18-7-2 1 24014 1 27-6-0 1 33-7-0 30-8-0 468-04280 1-0.1 1-0A 61A 6-10 3-52 SStt 3.52 6-1-0 8-1-0 100200 611-15 Plate sets1 - -1 . LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.96 Vert(LL) 0.66 20-21 1662 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.68 Vert(TL) -0.83 20-21 1527 MII18H 141/138 BCLL 0.0 Rep Stress lncr YES WB 0.92 Horz(TL) 0.47 17 n/a BCDL 10.0 Code SOCA/ANSI95 (Matrix) 1st LC LL Min Udetl = 240 Weight: 326 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed, except end verticals. Except: BOT CHORD 2 X 6 SYP No.2 'Except' 1 Row at midpt 5-24, 12-17 20-21.2 X 6 SVP SS BOT CHORD Rigid ceiling directly applied or 5-3-3 oc bracing. WEBS 2 X 4 SYP No.2 'Except' WEBS 1 Row at rigor 4-6, 7-22, 10-19, 11-13 3-24 2 X 4 SPF Stud, 9-21 2 X 4 SPF Stud,9-20 2 X 4 SPF Stud 14-17 2 X 4 SPF Stud,3-24 2 X 4 SPF Stud 14-17 2 X 4 SPF Stud REACTIONS (Ib/size) 24=2133/0-11.0, 17=2133/0.11-0 Max Harz 24=320(load case 6) Max Uplift24=-965(load case 6), 17=-777(load case 5) Max Grav 24=2191(load case 2), 17=2191(load case 3) - FORCES 116)-First Load Case Only TOP CHORD 1-2=83, 2-3=135, 3.4=202,4.24=-1898,4-5=-220, 5-6=-64, 6-7=-2211, 7-8=-5824,8-9=-5824, 9-10=-5824, 10.11=-2211, 11-12=-64, 13-17=-1897, 12-13=-220, 13-14=201, 14-15=133, 15-16=83 BOT CHORD 1-24=-62,23-24=-129,22-23=1332, 21-22=3212, 20-21=6089, 19-20=3212, 18-19=1331, 17-18=-128 , 16-17=-61 WEBS 3-24=-96,4-6=4463,4-23=1658, 6-23=-717, 6.22=1295, 7-22=-3187,7-21=4570, 9-21=-368. 9-20=-368, 10-20=4570, 10-19=-3187, 11-19=1296, 11-18=-719, 11-13=-1462, 1318=1657, 14.17=-97 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level,using 10.0 psf top chord dead load and 10.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category I, condition I enclosed building,with exposure 0 ASCE 7-98 per SOCA/ANSI95 It end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.15, and the plate grip increase is 1.15 2)Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. OF NE(v y 4)Provide adequate drainage to prevent water ponding. 6)All plates are M1120 plates unless otherwise indicated. 6)Two RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s)24 and 17. �P )J PN GAl�C/-9 O'9� 7)This truss has been designed with ANSlfrPI 1-1995 criteria. B)Design assumes 4x2(flat orientation) purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. r LOAD CASE(S) Standard LLI2 �O (� 08009,\ �2 v 9�FEsstoNP AweRNDvo-v-1W Qeete-paranletere sand READ NOTES ON TMS AND REVERSE SWZ EEMRE Esc- ® Design voW for use only with Milek connectors.This design Y based only upon paromelels shown,and Is fa an Individual building component to be init.ed antl bashed veRbalty. Apnlaablllty of design parameters and propel Mconcorotlon of component If respansiblllty of bulkling designer-not buss designer Fracing shown h top afetal support of Indivaual web members only.Additional temporary bracing to insure stability duping constractbn Is the rnjosu lty of the ele<lor.Additional permanent bracing of the averaY sbuclyre 6 1" responsibWty of the billing tleslgner.For genepal guaunce legardirp fcbdcatbn,quarry cunlrol.Sladge,deMry,«ealbn and appealing.consult OST-Ie Quality Standard.D$li Isocissg sPeoltioalbn,and HIS-91 M iTek® Randing lInstishing ad I nruckia Fem eornelWTrutt R atbn..6dbM from oIn ta slBute.all D'Oronb DIM,Lsocallp Wl53719. Jobl russ russ ype ty Ply RESIDENCE LIGHTHOUSED- U H L , N---i 41135671 1.0 DROP H106 ROOF TRUSS 6 1 lop tionap NA A U L LUM , NY 11 4. 1 s Aug 1 i ek In ustrles, nc. ue of, 1 :4 age t p-p.p a -t5 t� 3-0-0 10-512 F 1I-9-12 251-12 F 32-512 I 348-0 40-9-1ta 429-0 1-0-1 1-0-0 7-512 73-0 T 7A-0 7}-0 7-23 1A-0 1-61 0-11-15 611-15 Scale=1.73.5 3.5 11 3.8= 2x4 3x6= 3x8= 3x4= 3x4 11 5 6 7 8 9 10 11 20.0012 10.00 12 5.00 12 7214// 7x14\\ o 8x12 i 4 2 6x12 IN axe 3 3 3x6 14 1 2 15 Zo its n dIt?� d o axs= axs= 23 22 21 20 19 18 17 16 7X14= 4x4= 48= 4x8= 2x411 4x8= 4x8= 7x14= 240 41-7-15 �-0-t 0-0-0 10.512 I 17-412 + 251-12 32.512 F 39-8-0 80.8-0 42-6-0 1-0ol11-1}, 7-512 7-4-0 7x-0 74-0 7-24 t-O'.f11.1Fia1 Plate Offsets 1 0- LOADING (psf) SPACING 2-0-0 CSI DEFL in Poc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.62 Vert(LL) 0.16 19-20 >999 M1120 197/144 TCDL 10.0 Lumberincrease 1.15 BC 0.40 Vert(TL) -0.2019-20 >999 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.04 16 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min /defl = 240 Weight:3191b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-7-8 oc purlins, except end verticals. Except: BOT CHORD 2 X 6 SYP No.2 1 Row at midpt 5-23, 11-16 WEBS 2 X 4 SYP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-23 2 X 4 SPF Stud, 13-16 2 X 4 SPF Stud, 3-23 2 X 4 SPF Stud WEBS 1 Row at midpt 4-6,9-17, 10-12 13-16 2 X 4 SPF Stud REACTIONS (Ib/size) 23=2133/411.0, 16=2133/0-11-0 Max Horz 23=321(load case 6) Max Uplift 23=-965(load case 6), 16=-777(load case 5) Max Gray 23=2191 fload case 2), 16=2191(load case 3) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=70,2-3=123,3-4=185,4-23=-1871,4-5=-276, 5.6=-103,6-7=-2388,7-8=-2388, 8-9=-2388, 9-10=-1546, 10-11=-94, 12-16=-1874, 11-12=-263, 12-13=187, 13-14=123, 14-15=72 BOT CHORD 1-23=-50, 22-23=-136, 21-22=1600, 20-21=1600, 19-20=2377, 18-19=2377, 17-18=2377, 16-17=-135 , 15-16=-52 WEBS 3-23=-116,4-6=-1653,4-22=1892, 6-22=-619, 6-20=1063,7-20=-579,9-20=15.9-19=154, 9-17=-1120, 10-17=114, 10-12=-1616, 12-17=1845, 13-16=-113 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 10.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category I,condition I enclosed building,with exposure D ASCE 7-98 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.15,and the plate grip increase is 1.15 2) Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Two RT7 USP connectors recommended to connect truss to bearing walls due to uplift at ft(s)23 and 16. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. —F NEW Y 7) Design assumes 4x2(flat orientation)purlins at oc spacing indicated, fastened to truss TC w/2-10d nails. C� P pNGARC O LOAD CASE(S) Standard r � Q LU 2 �o No.oaoOgN AROFESSIONP�' 19 9 ,&wARNByo-verVM d dpn pgrar t,,, r and nIl ions ox ms AND neveRw sms Barons use. Design veld for use only wah Meek connectors.Ihk deslon k bored only upon poromele0 Mown,Ord k for on halts l butal component to be Ins'olled and loaded vedkally. Appllcoblit y of design pofameters and proper Ineorporalba of component Is responslbley Of buntline deslones-not truss deslgner. Rroctng shown k for 1Ote[O'suppolt of hdlvltlual web members only.Addriol.l temporary looting to bsure slablllly dwing consnuclbn Is the responslbkty of the erector.Addlfbnol permanent b,.xg of the overall shealure k the lespanslb0ry of Via DNldurg despner. Pel yenewl 1,IoOnce regordhg 1eWk:Otlon,qually cenlroL sIvo,".delvery,weclbn Ord braclno.consul est-ase Quality IlloMad,DSI-8e hocing Speohcatlom orcl NII-91 M'Tek® NandbMl d Inslanp and hooting lt".ssendalbvobb hurns n oalorn store hslke,Sa uls D-OnoM1b Drive.Modkon,WI 53719. 1600 SU UZ U :- CROSS COUNTYAB TRACT INC 375 North Broadway, Suite 201, Jericho, New York 11753, (516) 433-5366, FAX (516) 433-5706 CROSS COUNTY ABSTRACT INC. Does hereby certify to: TownofSouthold THAT it has caused a search to be made in the Office of the Clerk of the County of Suffolk in the State of New York, against the premises described herein and premises adjacent thereto on all sides from 6/•12/43 to date , to ascertain the fee chain of title respecting said premises described herein; and the premises abutting since 6/ 12/43 and has found only the returns as set forth herein on the following pages as they bear on record title ; and DOES certify that "the owners of the premises described herein have owned the same in single and separate ownership as defined by law during this period of time , except as otherwise shown herein. " THIS company ' s liability is limited to twenty-five thousand ( $25 ,040.00) dollars for negligence only . NO policy of insurance is to be insured hereunder . CROSS COUNTY ABSTRACT INC. BY : Jea✓ n Scott Title Number : CCA 13530S Sworn to before me this day of Tc v.� ti�.j aha Dated: 1 /8/02 NOTARY EU LIC of Now ra* Nota pA A BERG rY No.4717520 Qualified in Suffolk Co. Commission Fapirsy 1/03 .8b.. Form lA CROSS COUNTYABSTRACT. INC. 375 North Broadway, Suite 201, Jericho, New Wk 11753, (516) 433-5366, FAX (516) 433-5706 CROSS COUNTY ABSTRACT INC . Does hereby certify to: Town of Southold THAT it has caused a search to be made in the Office of the Clerk of the County of Suffolk in the State of New York, against the premises described herein and premises adjacent thereto on all sides from 6-,12-43 to date , to ascertain the fee chain of title respecting said premises described herein; and the premises abutting since 6- 12-43 and has found only the returns as set forth herein on the following pages as they bear on record title ; and DOES certify that "the owners of the premises described herein have owned the same in si,hgle and separate ownership as defined by law during this period of time, except as otherwise shown herein. " THIS company ' s liability is limited to One Thousand ( $ 1 ,000 .00) dollars for negligence only . NO policy of insurance is to be insured hereunder . CROSS COUNTY ABSTRACT INC . B : Theresa Assante Title Number : CCA 135305 Sworn to before me this day ofv ht aVU) Dated : 4-4-01 , �2 �1 NOTARY PUB IC NANCY A. BERGIN Notary Publico tate of New York Qualified in Suffolk Co. Commission Expires 1 I Q3 Form IA SINGLE AND SEPARATE SEARCH CCA 135305 TITLENO. . . . . . . . . . . RRFRRENCR TO LOT NUMBER 2 ( 1000-050 . 00-02 . 00-002 . 000) Subject Premises G R A N T O R G R A M T R R Max N . Lipetz and Ethel B . Fishel William H . Pierson Dated 6- 12-43 Recorded 6- 18-43 Liber 2292 page 405 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G R A M T O a 1" C R A M T R R Ethel B . Fishel Herbert A. Young Dated 10-21-58 Recorded 10-23-58 Liber 4534 page 105 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . G R A M T 0 R G R A M T s B Herbert A . Young , Saverio S . Bentivenga lated 3-2-65Racocded_ 2-23-65 Libor-page 247 page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : Sworn to before me this Cross C my Abstracts Inc . '�j/i� 1 day of S\A" , f9�Ov ` �f `-- 1 �V` BY : Theresa Assante 1 NANCY A.BERGIN Notary Public,State of Newyork NOTARY UBLIc No'4717520 Qualified in 5 tfotk Co, Commission Expires l��j 1,3s '03 Tom-" SINCLE AND SEPARATE SEARCH TITLE NO CCA ,135305 REFERENCE TO LOT MOMBER 2 ( 1000-050 . 00-02 . 00-002 . 000) Subject Premises G R A N T O R G R A V T E E Saverio S . Bentivenga 7505-7 20th Avenue Corp . Dated 3-29-66 Recorded 4-6-66 Liber 5936 page 387 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G R A N T O R L ' G R A M T R R 7505-7 20th Avenue Corp . George E . Anderson and Doris Anderson , his wife Dated 10-28-66 Recorded 11-3-66 Liber 6063 page 115 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 R A M T O R 6 R A N T E B,. George E . Anderson and Doris Anderson Doris Anderson, his wife Iated 8-21-68 Recorded 8-23-68 Liber 6405 page 146 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : LAST DEED OF RECORD Sworn to before me this Cross unty Abstract Inc . day of3�v-9 ,A00'1 � n NANCYAaof N By : Theresa Assante f \ Notary State of Public,A.B NewYotk No.4717520 NOTARY BL Qualified Inil Ca m Commission Expires f��� 03 SINGLE AND SEPARATE SEARCH TITLE MO. CCk,, 13530S REFERENCE TO LOT HUMBER 1 ( 1000-05 . 00-02 . 00-001 . 000) Property Adjacent to Subject Premises on the West G R A N T O R G R A D T R R Max N . Lipetz and Ethel B . Fishel William H . Pierson Dated 6- 12-43 Recorded 6- 18-43 Liber 2292 page405 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G R A Y T O R < G R A N T E E Ethel B . Fishel Herbert A. Young Dated 10-21-5810-23-58 4534 105 Recorded Libor page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G R A N T O R G E A N T E E Herbert A. Young Saverio S . Bentivenga d 5708 247ated z-23-65 Recorded_ 3-2-65 Liber page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . so : Sworn to before me this Cross C my Abstract Inc . J . -tr day NANCYA.BERGIN BY ; Theresa Assante r Notdry Public.State of New Yak No.4717520 NOTARY BLIC Qualified in SuffolkQL ommission Expires lhl Iu3 �. SINGLE AND SEPARATE SEARCH TITLE xo. .6G4 . LIIIQs REFERENCE TO LOT NURSER 1 ( 1000-050 . 00-02 . 00-001 . 000) Property Adjacent to Subject Premises on the West C R A R T O R C R A N T R R Saverio S . Bentivenga 7505-7 20th Avenue Corp . Dated 3-29-66 Recorded 4-6-66 Liber 5936 page 386 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G R A N T O R �" 6 R A M T E E 75-5-7 20th Avenue Corp . Donald A. Arcuri and Nancy Ann Arcuri , his wife Dated 3-8-74 Recorded 3- 12-74 Libet 7603 page 23 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C R A Y T O R C R A Y T R Z . Donald A. Arcuri and Thomas R. Farley, Jr . and Nancy Ann Arcuri , his wife Maryanne Joyce laced 8- 11-87 Recorded- 8- 18-87 Liber 10395 page 580 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : Sworn to before me this Cross Co ty Abstract Inc . 'J} day of.Su�-R NANCY Aof N By ; Theresa Assante i l Notary Public,Statealeof N8wY0rk No.4717520 NOTARY BL IC Qualified in Suffolk OD. Commission Expires 1 (103 '7' SINGLE AND SEPARATR SEARC9 TITLE NO. . �. 135305 RBP$REIiCE TO LOT RDMRRR 1 X1000-050 . 00-02 . 00-001 . 000) Property Adjacent to Subject Premises on the West G R A Y T 0 E G R A N T E E Thomas R. Farley , Jr , and R. W. Reiniger Maryanne Joyce Dated 2-28-00 Recorded 4- 12-00 Liber12034 page 370 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LAST DEED OF RECORD G R A V T O R L., G R A Y T g E Dated Recorded Liber Page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G R A M T O R GRA A Y T E E, Dated Recorded .. Libor page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .: ,Sworn to before me this Cross Coun Abstract Inc . V' F day of —V Q C .� `*- n NANCY A.BERGIN 1�y Notary PulblilicaStat752f NOW York BY : T e res a Assante NOTARY4LI COualifiedInS ffolkCa Commission Expires ��3�'b - SINGLE AND SEPARATE SEARCH TITLR NO. .;;A, !353os RRYRRRNCR TO LOT NON$RR 3 ( 1000-050 . 00-02 . 00-003 . 000) Property Adjacent to Subject Premises on the East G R A N T 0 R G R A N T R R Max N . Lip etz and Ethel B . Fishel William H . Pierson - 2292 409 Dated 6- 12-43 Recorded 6— IS-43 Liber page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G R A N T O R < ' G R A N T R R Ethel B . Fishel Herbert A. Young 105 Dated 10-21-58 Recorded 10-23-58 Liber 4534 page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G R A N T O R G R A N T R R . Herbert A . Young Saverio S . Bentivenga gated 2-23-65 Recorded 3-2-65 Liber 5708 page 247 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Sworn to before me this Cross Cognty Abstract Inc . day of _Z:1ZA Kp \• Y ( � NANCY A. BERGIN BY : heresa Assante cC Notary Public,State of Now Y0* No.4717520 NOTARY BLIC QualifiedinSffol Co xpires . 540h.Commission E1�31 toj SINGLE AND SEPARATE SEARCH TITLE N0. CCA, 135305 REFERENCE TO LOT NONSER 3 ( 1000-050 . 00-02 . 00-003 . 000 ) Property Adjacent to Subject Premises on the East G R A N T O R G R A N T E R Saverio S . Bentivenga 7505-7 20th Avenue Corp . Dated 3-29-66 Recorded 4-6-66 Liber 5936 page 386 . . . . . . . . . . . . . . . . . . • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G R A N T O R L G R A N T E R 7505-7 20th Avenue Corp . William A . Fleischer and Marion L . Fleischer , his wife Dated 1-20-.67Recorded 1-25-67 Liber 6106 page 56 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G R A N T O R G R A N T g B William A. Fleischer and Paul Vieyra and Marion L . Fleischer ,his wife Stanley Abercrombie sated 1-29-71 384 Recorded 2-2-71 Liber 6879 page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : Sworn to before me this Cross Coun y Abstract Inc . IJ� I day ofhu ) .NANCYA.BERGIN n Notary Puc41Newyork BY : T e res a A s s a n t enU � 7S20 Qualified in Suffolk Co. Commission Expires NOTARY ByLIC 01Iv + - SINGLE AND SEPARATE SEARCH TITLE EO. .CCA. 13530S RRFERBMCE TO LOT 110M$ER 3 ( 1000-050 . 00-02 . 00-003 . 000) Property Adjacent to Subject Premises on the East G R A N T O R G E A A T E E Paul Vieyra and Frank J . Prial and Stanley E . Abercrombie Jeanne Prial , his wife Dated 4-30-77 Eeeorded 5-4-77 Liber 8229 591 —Page .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G R A Y T 0 R t_, G R A Y T E E Frank J . Prial and Frank J . Prial and Jeanne Prial , Jeanne Prial , his wife as tenants in common Dated 10-2.6=99Recorded 4- l0-00 Labor 12033 406 page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LAST DEED 0 RECORD GRAYT -0R GRAMTEE aced Recorded_ Liber page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : Sworn to before me this Cross Co ty Abstract Inc . J�L day of y"y �W{ ,-rlya� a-�--�-�-.��C \ J/n' NANCY A, gPpGIN Notary Public, State of Now York BY : T e res a A s sante No.4717,520 Qualified in S ff W CO. NOTARY BLIC Commission Expires , 31JU3 SINGLE AND SEPARATE SEARCH CCA 13530S TITLE20. . . . . x . . . . . RRPRRSMCR TO LOT MoaRRR Long Island sound adjacent to subject property on the North G R A M T 0 R G R A Y T R B bated Recorded Liber page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G R A N T O R �" G R A M T S R Dated Recorded Liber pate . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G R A M T O R G R A M T g B rated Recorded Liber page . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : Sworn to before me this Cross Coun y Abstract Inc . 1 ' day ofs1A ()()�A ,' }' NANCY A.BERGINv� /� f1 Notary Public,State of New York BY : T e res a A s s a n t e ,40. 7520 in Ouafified in Suffolk Co. NOTARYU LIC U "rnmissionExpires lhllu3 5--- SINGLE AND SEPARATE SEARCH TITLE N0. CCAS 133305 RBPRRRNCR TO LOT NOMBRR Sound View Avenue adjacent to subject premises on the South G R A N T O R G R A N T E R Dated Recorded Liber page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G R A N T O R G R A N T E R Dated Recorded Liber page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G R A N T O R G R A N T 99, ated Recorded_ Liber page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : Sworn to before me this Cross Coun y Abstract Inc . PJ+` day of TU�4 c 71 ,rF9' i Q NANCYA. eRGIN Notary Public,State of New York BY : T h r e s a A s s a n t e No.4717520 Qualified in Suffolk Co. NOTAR P BLIC CtwnmissionExpirea IIq)JUZ3 SINGLE AND SEPARATE SEARCH TITLE VOCCA� 13530S� RRPRRRNCR TO LOT VOliBER Lighthouse Road adjacent to subject premises on the Southwest G R A N T O R G R A V T R R Dated Recorded Liber page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G R A V T 0 R ` G R A V T E s Dated Recorded Liber page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G R A V T 0 R G R A V T R S rated Recorded Liber page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : worn to before me this Cross Cour4y Abs.t��r77act Inc . � j- day of�V �volcyJ) // o� NANCY A. N BY : Theresa Assante Notary Public,Stateateof of New York No.471752O NOTARY L IC Qualified in Suffolk Co. Commission Expires 113 I`u:!> 2V fif7t �2 10 u 7 -2- t_ b6CAIJsU T�F�s p�/v�►�� Y �Ga�� c iv4st�� l� �,v o u 3 To,j- 7-6-&,o v✓/Tu T 73 S ; /acs � LNUA %i�� LUX s nA 7(� , `SLA 7 no° F l6 46 L0we5lt6-o 3 FT, ,A 7 TA C/( �CA�S 765-1802 BUILDING DEPT. INSPECTION FOUNDATION IST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL j ] FIREPLACE A CHIMNEY MARKS::DJ DATE �` �Z""INSPECTO h� 765-1802 BUILDING DEPT. NSPECT=ROUGH [ ] FOUNDATION IST [ PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [d/]MING [ ] FINAL [y ] FIREPLACE A CHIMNEY FAIWARKS: / � "� ,, 6 r YAK DATE INSPECTO M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO PLBG. [ ] F NDATION 2ND [ NSULATION _MING [ ] FINAL ] FIREPLACE A I HIMNEY0 REMARKS: 5;�57-4z� DATE IN 765-1802 BUILDING DEPT. INSPECTION ( ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ATION [ ] FRAMING [ INAL [ ] FIREPLACE A CHI REMARKS: �U 01 DATE d INSPECT M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ j 1 UL'N [ ] FRAMING [ FINAL [ ] FIREPLACE 1 REMARKS: DATE F 11dJ✓ INSPECTO florm, • ' • ' IDATE COMMENTS FOUNDATION ------------------------------------- FOUNDATION(24bz) , Am ROUGH n _• PLUMBING1 : / - r INSULATION STATE ENERGY • 1 �r Iiiiiiijiii 11 • • • - �. �:_- TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKL__ BUILDING DEPARTMENT Do you have or need the following,before applyin TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: 765-1802 Survey PERMIT NCQ r F Check n to Septic Form N.Y.S.D.E.C. Trustees �J Exam ned / 2 20 °� Contact: fpf/A/ L , /�1//� -TA DC Approved 20 � ' ��� , f Mail to:/r� A�7 s g X �S Disapproved a/c /V y 0 Phe _3 L�7/ z L cJ . � 72j- �7� c4 111 N N N W BiMdinj Insp for 3 APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date AA10AX4 20 D= 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 a Certificate of Occupanc, is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal or 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 apphcant or name,if a corporation) t, o• box /9__s .Sty ' dz-,q ,v, (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or.builder CoN T9 ACT VGAJD6G Name of owner of premises - ��/Q/ $ QN p 6RSo A (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1-1-vy L J6-1-176/vcAS C5- /QUAD Sou7WbL d House Number Street Hamlet County Tax Map No. 1000 Section 5(� Block � Lot o7 Subdivision /) 5- SCA I Z&- D Filed Map No. Lot (Name) '. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy �iX C A,u 7- L A e/O b. Intended use and occupancy / 4A MI L Y 4 es / b eel C 6r- S. Nature of work (check which applicable): New Building l Addition Alteration Repair Removal Demolition Other Work V (Description) I. Estimated Cost 4V (Description) ODc) Fee / (to be paid on filing this application) i. If dwelling, number of dwelling units ( Number of dwelling units on each floor If garage, number of cars q A/T) i. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existin ctures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with rations or additions: Front Rear Depth Height Number of Stories 3. Dimensions of entire new construction: Front s3 9 Rear. 3 X Depth 3 dcl Height 3 S T Number of Stories .19 SCCA 47ACf64 3. Size of lot: Front kklI cxV A2 Rear �$ oX V(X Depth L0 10. Date of Purchase (411?=;Z14e-3—Name of Former Owner POA15 A, OEIF S<= tJ 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation: .UCA/Z 1Ro/�oSCO 13. Will lot be re-graded 5 IVII16- Will excess fill be removed from premises: YES NO uAk I-ej HUP71NG70ti V,;1, //75Z3 14. Names of Owner ofremisesbDO N bN Address 70"Oil/ A UGC, Phone No. NameofArchitect RIAN A, RAP Address�U L�PhoneNo Name of Contractor Address Phone No. 15. Is this property within 100 feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES 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: �OUNTY OF Ali Y, 76 9,1/ L //( It i fA 6 U being duly swom, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, S)HeistheACC /1 7 /(Geatraeter,Agent, C^^p^^^'�+p�cmoor,-eco.) f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; [at all statements contained in this application are true to the best of his knowledge and belief; and that the work will be 'rformed in the manner set forth in the application filed therewith. worn to before me this day of'4— V 20Q'g (J _ Ak Notary Public Signature or-AWIcYnt JOYCE M.WILKINS Notary Public,State of New York No.4952248,Suffolk County Term Expires June 12, 9603 yoNG M " Tic SURVEY OF PROPERTY A T SO UTHOLD IF% �. p TOWN OF SO UTHOLD SUFFOLK COUNTY, NEW YORK 1000-50-02-02 o� o � SCALE: 1 "=40' P `y rN'T 17. -'000 Q��6p N »s ! NOV. 8, 2000 ( revision I O� 1 1 J N6v. Z7 zo Fin. Grade Icc. S 2000 ( prnF.h5e) --- — <<t v m _ --- _ e/ "Dec27, ZOoo(rr•y rcf.rai� Pnr4•,� _. IF 701 1` Fet g 2c��i (�pa� ha.l rope aq 5 J � 4 1 F A 0 w�.n• .r'. 0 5 re L.P. ,� Apn/ /3 2oc,l ((otphe e �O .•. ,,. J c <., E 900 gaL Ines i ,Nay 7, 200! irevls/oF oa Po c _ ;.- _�� Septic Tank 3 8" I June 12, 2001 (revisions) SUPPOEXCMMYOMMM QFj�lr� 53 SEJtVt OG I c �y"___� K r�o-• 3 Remove al/ L4wMrlabb - - 1MOLY��1 Material, Add 3'collar 8-a,^' `�S cA o5T o/ Sand 8 Gravel sand OATS ONLY /b — Do -1 Septic System !grave— 30 �PPAOM C o f p at Crossec;ion f R tE G a}�•� I T,o-� � OF,��wwv�RJ �f'y prCj C� pg 6 rel c(/a� S�Q11�4fluF$YBAR PUMD1111$OfiAPMWAL CERTIFIED TO, S te. Prop NE CHRISTINE C. HURTADO - 5 JO- 300w I FRAOW J. 8 JEA,N sIwn ('RIA" FIRST AMERICAN TITLE INSURANCE COMPANY — r«. ✓z vi f/ow �� �(� gri 1 'RANKLIN PL. OF NEW YORK ��yy� �� .'v T.H )RANGE, N.J. �� ADJACENT DWELLINGS AND TOP 0 Bf'6h F"vr' •v19I( , COASTAL EROSION HAZARD ALbWRE FROM IIl��� ��• N J7`✓ '9 ROMSURVEYSOF SAID PROPER; S BY fi�4a�,.�. REQUIRED COASTAL EROSION HAZARD AREA MAP Y ""va�ARYB�V��7�l�LM, PHOTO NO. 56-570-83 O TEST HOLE DATA in B%Oard 4• g 83.4 7'00' ddwebution dated of Revi 1' BYO` SOUND FIB1I AVENUE 7< a, = �` - pF NEW - _ Yp 41 �� P (DWELLING) rsJ WELL 150'+ F , N.G.V.D. - - 1631) 765-5020 FD LAN _ - • AREA= 239260 S. F. -- y TO TIE LINES ' ---- EC:C:- 27� , 0UND -79.0c), I . F TsD SURVEY OF PROPERTY LD . Z AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 1000-50-02-02 SCALE: 1 "=40' DCT. 17, 2000 s6. AlaV. A 2000 ( revision 1 d fk N \ 4CW, 27 '2oao ficvrsIan? ���y z o Dom. 8, 2000 Cprnp.hse) o CD \, n2e/6f.j Ov_ _� of Urn___ G OJ'E c e, y_t cz '! y BOQJ'fa✓ D r r Y� C y 20 s! � v Af 1lr \ #,, Is pry � �` � e � CERTAFIED To, Ct*wnr`ro 'IM a oy ` mss- F M" TITLE AMMANCE COWANY x � \ �,�. tr. 4 ZL OF NEW YORK •rte �w j i ao_ 1 ti COASTAL EROSION HAZARD LINE FROM 0 COASTAL EROSION HAZARD AREA MAP PHOTO NO. 56-570-93 •p uc ' TEST IiOE DATA '3 O _- - r--- Brun sandy tucn OL ANY ALTERATICN LAR A° ::? t 'NiS SL'RVE( J A �IIDLA7lOh DV SEG'I0N 7209 317 EIE l YORK S.A EL 'CA--ICN Aw �pgHjTE Bro.r Loony sand Sx EXCEPT AS PER SET TICN ?2r5 SUBLI✓ 5 ON 2. AL'- HEREON LHEREON ARE VALID 1`171; I,IIS MAF ANL -OP1ES THEREOF CNL" IF V -- ------ SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 'NE SURVEYOR l.HCSE SIGNATURE APPEARS HEREON /&40 � Broec clayey sand with very heavy gravel M layers Sc I a +c,,-,tial w,th ti ANDARDS ECR APFRL �'AI_ A ��Qf NElyl AND CDNSTRUCT/ON OC SUKLiRFACE SEWAGE �- DISFOSA,_ SYSTEM? TOR SiN:-2LE AMIL" K "ENCES �<< d� _— --'� - ___-� `� N� Merza 9� I 3r ° �r and *0 ahlge Le +hp Gr di�iOnS 5e' 'r `P,erein ar(� 4f h \ on the permJt t_ �a �t uc� c�<<r � (DWELLING) o I+/$1 L water w, heavy cl 9,* 1 so" end Sandy L-j � i�. � day pix7r Mavy gravel h 1 ars SL L CL The location of wets ar,d cessrcoic s c,Nv� hereon, are r� \ WELL 150 Iia NE 9 from field ososer . ati�ns and nr .dr+ o,;ta�r x ' �� eo frnr, Sthers v� GL7IJiC S YORS, �v (A��Q Sv Etevations are ref—encea ?e N.G.v.D. A '-- -�el' �� E' 5 , 797 Vater m bra, flne P. Q. BOX 909 @=MONUMENT AREA= 23t260 S.F. \ �'�' to coarse sand SV T J 1230 TRAVELER STREE TO Tm LINES 67' cnl17un/ n N/ v 11071 n n _ 9 7 e J, ry pv rhMvw SCDNS. Re%# RI0=00-0274 PC-14 9/707 z N� is 12'1'"b0.�,.� —t- 1P ti�o! SURVEY OF PROPERTY LO TIE �„� �—� `t � �. AT SOUTHOLD ” 4 z R90 --- a ` 11 TOWN OF �' S O-fJ'THOLD �- -� SUFFOLK COUNTY, NEW YORK 1000-50-02-02 y o_ o � SCALE: 1 "=40' T B� OCT. 17, 2000 `row CIA, NOV. 8, 2000 f Aevision ) \ Dd AM.. 27, 20100 ( P*Wd m 1 OH Fin. Gr44 DEC. 8, 200!0 (prgL An. 5 / z '�•�, . '51 el 70 DEC. 27, 2000 (prep. ret. raf a dvb 1 ` a) 'c' I T FM 8, 200( (perAhl Apo ) a� APRL 13, 2001 (spMc rerArbn ) \ y / m erQ e, c,, ,p Ft �O e 900 gal. 3 a'" « June 12, 2001 (revlslons) \ i y>' -po - •'`- d Toe .� �y C,v� 1 S�pNe Tank ✓L Y 20, 2001 (pre/, hse. 1 OCT. 19, 2001 (prop. Iw. l z1_ M ` OCT. 22, 2001 ( overage grade ) l� -P `� r - el5b MARCH 6, 2002 (foundation) ©e.i Remo Ne 40uAnd " I OCT. 28, 2002 f find( I (A e`rw"` Material, Add X coNar 4� �` \� *� of Sand 8 Gravel seed �f�e, <f co Seplic Syslem 1=al �o Crosseclion ^v1" 'vim J+`1!!J' M pts ,s t r'yj�'� Ire \ CERTIFIED TO, tY n. JOHN L. HURTADO r ,.� ! ;• CHHIS(INE C. HURTADO t� ^ p J. 3 JEA(� FIRST AMERICAN TITLE INSURANCE COMPANY s' tAL OF NEW YORK ' �� FRANKLIN PL N.J. STATE BANK OF LONG ISLAND nr•.-- -s ext" ✓A Kfpw ems' SO TH ORANGE+ ADAC NT DW£LLWGS AIV TOP OF BLUFF ' - A�L{ ` 07079 FROM SURVEYS OF SAID PROPERT ES BY f�TAI ON MAZARD LM FOW <� ? OTHERS. NO. W-370.883 KAZ� AREA MAP � y Q � ;4 v" � Adwr89s Gw�a.,x"e cx.ov� - #5e. *1, 69.5 „ ° �'o TEST HOLE DATA c> ANY ALTERATION OR ADDITION TP THIS SURVEY IS A VIOLATION I (1. ____ �s z � SECTION 7209 OF THE NEW VRK STATE EDUCATION LAW. GR^"ITE s .001 (7-1 H ` s" � (7-1 - EXCEPT AS PER SECTION 7209-SWD1V1`STON 2. ALL CERTIFICATIONS " ..o NEREON ARE VALID EOR THIS MAP AND $OP/ES THEREOF ONLY .'F SAID MMP OR COPIES BEAR THE 140RESSED SEAL OF THE SURVEYOR of �' WHOSE SIGNATURE APPEARS HEREOM4 re.• # A•t / Hr_ r ceyey scro . .ery heo�y gra vei n is yens � I' am Far^ilior with the S-ANDARDS FOR APPROvAL AND CONSTRUCTION OF SUBSi-RPACE'. SEWAGE _ DISPOSAL SYSTEMS FGRSING t ARIL Y RESIDENCES — - �3r ��F NEW YO and will abide by tree set *,nth -,herein and F ��P���i• ME*ra� '�b on the permit to co,�struct (DWELLING) o o CDWEL I�O'+ _ ^iaY NYh nea oy arc�e� ems �C -'- A is T WELL The location of wells arccesspools shown hereon nre //i N LTl N 9618 from field observotions and or do"a obtained ft om others. x 'T SL, RS io aevations are refere-Ced tc. Kr6v0. ---- � ) 763 G��� N•• a4 � 76s-1797 i .1-11 .., t1W1 a,ne P J BLX 9('.q S n=MONUMENT AREA= Y 260 S.F. '' se s rn sv L N i ,. op.nso�- elavwtrn� ]23c 'RAvLtR S �TO TE 71 974 � 1 _ SOUND E 19.00 Re%# RIO'00 02 74 ?'' ? z. , IsD SURVEY OF PROPERTY Be'T` BLUIC - z- T SO UTHOLD TO WN OF SO UTHOLD oma, fpqr SUFFOLK COUNTY, NEW YORK 1000-50-02-02 os o SCALE: 1 -40 6'y OCT. 17, 2000 -�rO.f��y `spm SI Fly NOV. 8, 2000 ( i^evision Z N ` V's NOV. 27, 2000 ( revision 1 Fin. Grade DEC. 8, 2000 (prop. hse. J ye. 'S- C ____ _ t°/ 7o DEC. 27, 2000 ( prop. rel. wall d drain Cr 9L Fav _ a,_ OFF o FEB. 8, 2001 (partial topo 1 ZCJ aG4.3 - - - -- pp , ( f �G APRIL 13, 2001 (septic revision 1 'yG m arm Of is i —\ �a 7o.g -- iF bl.S tE o\�, - bsa v May T, 200/ (revision) o Q'+� r�rwarrs 900 go% I 3 8a„� « I June /2, 2001 (revisions) epJlc Tonk el 70.0 S 9' bio �, JUL Y 20, 2001 (prop. hse. 1 OCT. 14, 2001 (prop. hse. 1 OCT. 22, 2001 ( average grade > y MARCH 6, 2002 Youndalioni ,b J, \ \ c" o•�°R""' 9-00� Remove ol/ UnSUHabl* ! I OCT. 28, 200 f Final )-- car Material, Add 3' collar 8. �' )EPARTMENT OF H Qn _ I sand APPROVAL OF CONSTRUOTEp'4y0RKS FOR 7 s� - of Sand & Gravel HEALTH SERI` �f \ - ! 5_ _ I&F '�' i7t grovel e A SINGLE FAMILY RE3s0FNr ai Septic System �— -� �o Oate E STY. Crosseclion H.S. Ref. No. �,�00 The sewage disposal and wa!er sup*tacglties st ftlocation k, rJ' 53. \ *"Oltsd andlOr certified b;ti,;s /, � other a9wdes ov 4 � Y FOR A MAXIM `r1 OF_ BEDROOMS. CER TIFIED TO, y✓2 ��' l y c�1 �• +- ` JOHN L. HURTAO % �� rs \1�k �,`�' \ k.'• J• & JEA,gNE LHtv1S•1 INE C. HURTADO :bort,P F FIRST AMERICAN TITLE INSURANCE COMPANY ST FR RIANKUN PL. NEW YORK :,_ . .wq- OF371 H �RaNGE+ N.J. STATE B.-AN�IOF LONG - . ._ • wru T ADJACENT DWELLINGS AND TOP OF BLUFF -r SO 707 9 FROM SURVEYS OF SAID PROPERTIES BY c= COASTAL EROSION HAZARD LINE FROMy� „�' CA OTHERS. r : :. `. COASTAL EROSION HAZARD AREA MAP �"� PHOTO NO. 56-570-83 AvBr��� Gr cc ,t_e Qrcw7�[- hse- = 61. �'�•5 �� pIF, TEST HOLE DATA e,�as M3 Brown sandy loom OL ANY ALTERATION OR ADDITIDN 7P THIS SURVEY IS A VIOLATION 83.4/ '00• YY, OF SECTION 7209 OF THE NEw RK STATE EDUCATION LAW. S• " EXCEPT AS PER SECTION 7209-3*DIVI'SION 2. ALL CERTIFICATIONS WALL 50.00 9 Brown loamy sand SM 3' m G7i HEREON ARE VALID FOR THIS MAP AND 6DPIES THEREOF DNLY IF '� 3L SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR f ` VHOSE SIGNATURE APPEARS +aEREOhR; SOUND A NUB t, Brown Clayey sang with very heavy N_ gravel in layers SC I am Familiar with the STANDARDS FOR APPRO'v AL I AND CONSTRUCTION OF SUBSURFACE SEWAGE �O r- DISPOSAL SYSTEMS FOR SINGLE I ANIILY RESIDENCES �� d� 732 pF NEW y0 and will abide by the conditions set north therein and F ; �P on the permit to COnStroCt (DWELLING' Vater in brown clayey sand ono, sandy '0 „fTrpy y Cclay with hlnvy gravel r i ers SC CL A ",•, 7 The location of wells and cess oots shown hereon are lS WELL 150 + ,,• ;.• •� P pX � -��- front Fietd observations and or data obtained from others. -- r- N rr - Ao Elevations are referenced to t�e.v.n. �r - -:C: (631) 765-502 �``� ^�. � � " ' ti�-1797 — 23 260 I --- water n brown Fine P D BUS( CJU; 'SFQ S AREA— S. F. �. to coarse sand SW LAND ■-Mr?NUMEN T �� � 1236 T RA VEL t k � , 7 .;jwoe dr„*,� 94av a f,o„ TO TIE LINES - �' SOUTHOL D, N.Y 1,9711 00 — 273 ,lJ_ pTE�: Cerynp.ey cum -,I/ 11/Ys --' >wn "S ra� `/'�'�''�`7�'''�'J W, ,,Jct��P J'nu�.{o/Q %awn 28/r C'o�-'Q�•F+••a-.-i Seone _U II11.,P �on yLr../ /'HYD � f -•l Z13� UNDERWRITERS CEPT-TI;,ATE REQUIHEU OCCUPANCY OR , �.- - - - -- PROVIDE% HR. FIRE USE 4S UNLAWFULwlinvu PARL7173(9(1)OF OF OCCUPANCY N.Y. �o 8, ARK ARRESTOR 14[L o " 000101 IOTI I0 D DO NOT PROCEED WITH �CEMENi CAP V//•1/O! / AM TO FN FOA VOLLOM 4'-4' 6'-0' 6'-0' 6'-0" 6'-0' 6'-0' 4'-4FRAMING UNTIL SURVEY il/ Elt N 0 . tl FOUNDATION • 0 11lOUIR OF FOUNDATION LOCATION HAS BEEN APPROVED. ORcCO�BRICK WORK ANGLE a BOUGH WLAIM 1 N �Msl ON F:N r - - - BXW 51 _ _ _ _ _ _ _ _ AXW 51 _ _ _ _ _ AXML5L _ _ _ _ _ AXYLSL _ _ _ _ _ AXJY 51 _ _ _ _ _ �XW31_ _ _ 1 EECOYFLCETEFOR CTINI MU PROVIDE OPENINGS FOR ALL {IONSTNUCTIO /NA I . ' STATE CON/TRUCTI NEN T b I r - - - - - - - - - - - ' -(� t3ja'-x-117/B"ZVE DICROCax1 BEl(1aUP5ET AN6CONTIN000S - - - - - - - - - - - - - � i Y EMERGENCY ESCAPE AS -Y I I TECO ALL REAR FLOOR JOISTS REQUIRED BY PART.714 OF `Oe � NEWN/IOa F CODES. 4 oI SET TOP OF WINDOWS AT 7'-0" ABOVE CELLAR FLOOR - FR ME DOW 4 ABOVE :k 17, _ I 13 N.Y. STATE BUILDI 1''` (tl, o 4 4 PROVIDE SMOKE-pi'ECTINoG ALARM DEVI AS TO PART.7 1.1 r -I -1- r rr - - - - - - . N.Y.S BUILDING ODE. C2'P I I I I I ,• a _ I C 2' % 12 MN.SIZE TERRA COTTA FELE _.X8_ _r _•_ i I CELLAR 4, o I� W1fL00fl J05T5 I , , , I , '( I ' 1 • k P. .SLAB W/ 6" X 6' X 10 CA WWM 1) -1 * 13 • 8 -0 CELING FIEIGHT U, x a ' I •I o I ' STEP FOOTINGS AS NEC'Y 1 I 25 DEG.MAX.SLOPE 3 N PLUMBER CERTIFICAT/ N 4'-11' 4'-II' 6'-9' 6'-9' 6'-9' 6'-7' ON LEAD CONTENT B114 EF RE CERTIFICATE OF OCCUP NCY NAL N FACING - n EGLASS [Notes: T p col 2 sPa FROM cHI1NEY SOLDER USED IN WA R 20" HEARTH TO w0 FRawNO SUPPLY SYSTEM CAN OT 3 1/2" steel tally col d 12" . 24" . za" PC. oases ; • 0 2"x 4"WOOD STLO FRAMN EXCEED 2/10 of 1% LE 4D. (3) 13/4" X 11 7/B' CMICROLAM BEAM I - - - - _ _ _ - _ _ - _ - _ I ,!• I o . .• _ _ _ _ _ _ _ _ _ _ _ REiAINNG WALL BY OTHER - PROVIDE ANTI-SCALD I ID/Olt L - I - - - ' r r : r r , m (z)z'x Iz'HEAOE THERMAL SHOCK PREY NTING AMPER DEVICES AS TO PART. 912.6(K) I WOOD MANTEL: V-10 ' -� PENT BOILER TO CODE ,•. I I I 1 I I 12'MN.TO FIREBOXN.Y. STATE BUILDING ODE. Y I NOTE: L I IInnsyyato stairwell to ' 1 1 1 1 1 1 NONE SHELF PLUMBING o I I f'r5l I OOr and Ir, ObOve I II'-10' ''' ' I I I 'Y ALL PLUMBING •' 9,IIO"I I I I I " STEEL LNTEL 1/z'%3/I6" TESTING BEFORE C EEO TWO CAR GARAGE TO WNH TANG 2000 DEC.F o I STORAGE FREGLASS TO CODE - , I 4" PJC!SLAB W/ 6' X 6' X 10 GA WWM m I ' • 8"J6' CEILING HEIGHT o _ _ _ 1 J_ I_ ! J_ opper tubing is sed 1 , - - - _ _ - - - _ _ , _ _ _ _ _ _ _ _ _ J ,•, , 20'MARBEL HEART 2)4'X 4'OUTSDE AR FEE • DRIVEWAY DRAIN , h Line of 5/8" Type X Gyp Ed.on Ceifn = r - uPEO WITH CLOSEABLE D&ER/rater disiribut n TO CODE TO DRYWELL ' ''' i -' ( as per FRJew York State Code 7 7 •'• p, 5 stem; I CILJ �I p 3� r - - - - - - - - - - - - - - MN.PLYWOOD SUBFL00 \y V p•Ping she I be Q - - - `U - - - • TYPICAL BEAM POCKET • Of r ' ' BEAM DOCKET TO BE 6" WOE MINIMUM ,',, types K C L I I �� - , - i o e a I •'' AND 9" W DEPTH FROM TOP OF WALL UNDERVVRITER$CERTIFI ATE I I - � - - I I`^ � • : I F •, REQUIRED d l I 20'-6' ROVOE CLEANOUT DOOR °�I i ?• N W : , -, N CELLAR OR EXTERIOR 1 I I 5/8' t�pe x gyp ad.on wells o_ b W , , W. LOOR JOIST I r •. •• x I ' I and ce bgs common to residence >, N , - CUT$LL AWAY aT FIREPLACE • : ! •. ' OUNDATON FOR CHIMNEY o , 1 living space N ! '• I I I is I m = IF •. no I 3 ® ++ RESOENCE 8" FOUNDATON WALL •^ L = _ _ _ _ I _ _ _ _ _ _ _ _ _ _ - _ - _ _ _ _ _ _ _ _ _ _ I J ' 11 _II • •,• •'' • _ I r - i rJ - - - - - - -•- - -•- - -• - - - - - - - - - - - - - - - - -•- - I r - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - - - _J I /y) FIREPLACE SECTION /2. = ,._D. • I '' \'(✓ FOR A 36'WIDE FIREPLACE,HEDHT MUST BE 29",FLUE 12" X 12' '- - - - 42 L2ETANING-WALE&Y ETHERS- - - - - - - - - - - - - - 1 V-10' I ' ' 7' 6" \ 1 FORA 42'WOE FIREPLACE,HEIGHT MUST BE 32',FELE 16'% I6' I UNEXCAVATED I •. I I •, I 1 I I I I 33. Gypsum well board shall be Georgie Pacific or approved equal. All , 54' 1'-8' 6'-A' I'-8' S'-6" 1 wells and ceilings shall be taped and speckled, ready for painting. 34. All baseboard is to be high performance. Seating and cooling designs must meet comply with A.S.S.R.A.E. standards and must match STEPFOOTINGS AS NEC'Y I '' -9- Da- - - - - - - - - - - - - - - - - - - - - - - - - ' , existing system. 25 D G.MAX. SLOPE - ' - - - - - - - - - -1 ' r•- - - - - - - - - 35. All mierolega and wood I beams are made by Georgia Pacific. I •'• J _ _ _ _ _ _ L •'• I Installation of beams must meet all criteria and manufacturers 14, I 1 14-8' recomendations. All aicrolags are 2.0E O-P Lem LVL. Any questions ,•, , _ _ - -, _ _ _ _ _ F. ,•, I call Georgia Pacific P 1 800- 435-2408. POWERBEANS BY ANTHONY I .•. J _ _ _ - - - - L •'• I It is strongly recommended that plywood subfloor be glued to W.I .F. Wood I beam floor joists. 36. Any Nicrols. header longer than 11 3/4", should have 5 1/2" I• ,,, J _ _ ... 1 bearing depth on each end. Load should he blocked ...tinoesly to 7-2' ' - -4� 7-2• foundation. Fmrr out walla if nec•y. At cellar conditions, lally cologne should have 1/2•• x 6" x 6•• steel plates welded on top to - _ _ - _ _ _ _ _ 1receive wider spread load• from above. _ _ _ _ _ _ _ I ' 23. •tete and local codes.All electrical work shall be underwriter's approved and cog 1loor 1 - - r - 1 pp p y accordanceprovide withcthelvillagepan plumbingfcode ifawasherein notin washer cellar. washer with all FOUNDATION P A N 24. All structural steel shall be A-36 end conform to all standards of 38. This plan is in compliance with New York State Building Codes 712 A.I,S.C. genual latest edition. All steel to be shop rooted. and 714. , 1/4" = 1 -O 25. Contractor to provide flashing at all exterior all openings and ' GENERALNOTESt where roofs meet other roofs or walls. step flashing at all chimneys I. All work shall conform to the rules and regulation, of the Town of 12, Provide "TECO- Tie Down Fasteners at all Rafter to plate in contact with roof. All vent pipes or other protrusions shall be 1. All ork Dag Department,t, the New York State Building Code, and New connections. Provide '•TECO•• connectors at all flush header conditions. properly flashed with base and cap flashing. Bui York (tate Energy Coaurvation code. 13. Exposed lumber and lumber in contact with concrete shall be 26. Use only galvanized nails and fasteners for all roofing and flashing application,. 1. Dimension figura shall always be taken in preference to scaling of pressure treated. drawings. All dimensions and conditions must be verified before 27. Contractor to verify all windows sizes before eogmencesent of ordeiing materials. 1{. Hood studs are to be 16" o.c. antes, otherwise naiad. work. All window, are to meet New York State Fire regulation, for 1' 3, Contractorab111 be responsible for verification of ell field 15. Rip, valley rafters and ridge board, shall be ane "2x " sine egress. Contact architect is improper widows are specified. All N' malsuremeate and shall bring to the attention of the Architect, any larger than connecting rafters. windows, valent otherwise noted, are to be Andersen Nigh Performance. disarepanbiee between the drawings and actual field conditions. at."1•t".�Ql"fi,NP.;tsA"p, •a + r., ,'; 16. Fire stop walls end floor construction in accordance with kYYB 28. All soffits ere to be continuously vented vinyl. > " P. 4. Architect is not, responsible for supervision, inspection or building code section 7171.4 - 29. Seamless leaders and gutters at all new roof slopes. Provide administration of this construction project. fiberglass - r 17. Extend all new footing, to undisturbed soil of 2 ton "Vimwg 9 ata Block It termination of all leaders. S. Wood sills are to be (2) 2••x6•• (wolmanised lumber) with 1/2" bearing value. All now footings shall be 3•-o•• below grade. The 30. Caulk and seem all joints providing • positive barrier against the - diameter anchor bolls x 18" long at e•-0" O.C. exterior of all foundation below grade ,hall be damp proofed with passage of air and moisture. ..,P • "_ �^ am elastic coal tar bete, bituitumi�inous Plastic easmt. ry `i 6. all headers are to be supported by 4" x 6" wood posts unless 31. Insulation to be owena Corain Fiberglass or e e • .. _ othexarLe sbted. 18. All exterior concrete i, to be air entrained. New poured Concrete architect / g r9 equal, (approved by - '• it to be a minimus of 2,500 P.B.I. compressive strength in 28 days. ), with a kraft vapor barrier. Vapor barrier to be installed Ali columns or solid framing shall extend through all levels and an were Bide only. Provide insulation between gauge ceiling and BRIAN A. RAPP, R,A. ARCHITECT P.C. Architect's , il."'. "' f#ewisons �- v linin space as shown on sections. aj, 7.terminate at a footing designed to carry the load. 19. Footing. shall drop below plashing lines. Step footings shall q P 4 Non Place have a maximum grade of 25 degree,. 32. All drywall installation to comply with Chapter 47 of O.E.C. S,, 511 headers shall be (2) 2" x e^ unless otherwise noted. - .. a. Provide moisture resistant "maderboard" and "greenboard'• in Kegs Pork, Now York 11754 ( 631 ) 54pleted '`•:`/"' •, O O NEW RESIDENCE FOR : 04Ie0rghollyCom001 30. Provide 2 M4 Rebar, continuous in teller floor hlun,b. all new bathrooms. C9 � ' AUG. 20, 2001 w q ,,,k., ' g. PXovi$e 2" x� 4" collar Lies at 1/3 of vertic\3 distance between b. Provide 1/2" on all walls and sail lags throughout. � m •q �{ � ,�y,..- ridge board and ceiling joists at 41-0•• o.c. max, 21. go backfill 16111 be done near foundations until adequate bracing I. All gyp. bd. to be screwed to the wall studs. No nailing 1 3400 LIGHTHOUSE ROAD Job Number IF ba, been produced and until all proper Town and Village inspections SOUTHOLD NEW YORK 01-039 a . 10. Provide double headers under all partitions running parallel to have been made. Grading of site sball, slope away and blood into i I(r laama unless otherwise noted. existing contours. Sheet Number , 11, Framing lumber to be 7temFir !1 Construction grade F3-950 P.S.I. 22- All plumbing to comply with state and 10,11 code,. A - 1 I4--4" 6'-0" 6'-0" 6'-0' 8'-p' 6'-p" 4'_4' 4•_4• B•_0• 61-0 6,_0, 6-0. 6_0. 4'_4• NOTE:3 t ' X 3 1/2" X 5/16" STE EL LINTELS OVER ALL 5 0" WINDOWS P5060 P5060 P5060 P5D60 P5060 P506 _ NOTE:3 1 2" X 31//2" 5/16" STEEL LINTELS VER ALL 5-0" WINDOW (� X5050 VER ATJ51 PSD50 EWWN511 -P5150 VEIL AIR51 - 7505 VER-ANST - P5050 aVER-KN51- -P5 OVER AN51 0 71 b (3) 2" X 10"HDI! (3)2" X 10" HDR I 1 (J)2' X 10' HDR I I (3) 2" % 10" HDR (3) % 10' HDR (3) 2' % 10' HDR I i x I 1 = a Y =\ ( ) (3) 2" X 1 HDR § (3)2' X 10' HDR (3) 2" X 10' HDR (3) 2" 10" HDR 1 b ,'n s I 1 xl4i �i c I 3)2" % 10' HDR 3 2" X 10" HDR 0 - - - - - - - - - - - - -aj I GREAT RO M a � x o 36" HIGH RAILING TO CODE OAK FLOOR v 01 M o ROM O MASTER BEDROOM \ i d b 'r TREY C G-OP -0` I— a GFl - T I- 1-RLLnf,�PTH�J=O- O N O RDE w x 1 ® I o a� " o f t2'-2' t8•_2. I 1 0 0 >¢ " I I 'o x trN j S I m io 2•_8. Y r � I o y I � iv 3 1 \ r 2 I O rM U M _ _ _ _ _ _ _ ® ' FIREGLASS : 1 :. e-o'snlc \\ I o to .`= '° I r" 20" HEARTH �n - - - - - - - - - - - - - WOOD PLATFORM AND STARS ® 1 '� 1 f6 1 I 5 T J'- ' 0 0 6 6 l i 3 I - Y 1 Y LWEN CL " 1 , ~ I I I I a o1 Y4 N jr L3) 11 7/8" LVL UPSET BEAM --y _ _ _ FRENCH DOOR m w 5'-p' 4 2-9' I 20,_ I o S{ -o' a 4 8'-I' / N O �q�UPPER A LW Y TECO ALL FLOOR JO TS WALk- N LOSET I - II�.I I `1 I I 1 vNi J'-8' x of o ,�', o . yf��I� a m m I � 1 • '° 3 �/ 4-7 7' 5' KITCHEN o, > 5-0'V Y 1 r I 8' N Of eucary AeOVE , V < I GFl �' 3•_g• 4• _I• GF] ♦ - * o ® LK OF II cowY,IBOVE 51 'a 3 2'-4"4' 8'-4 4' LIBRARY ARY a. ♦ ♦ o o m CLOSET OVEN ♦ K 1 .r LOS o m POWDER ROOM 0 ETN r CER. TILE FLOOR ER ♦� / 7 W w II' a I pdaac . ,n 5'-a 4' 4' 2'- " �' i ` ¢ r 3 / i - -I- - - - _\\ m I In N \ \ N pc. stoop with rai g to c ( 1 - TWO FOYER I w -I - - \yTER AREA HIGHER TSRY FOYER' , 3 �� \ 1 I BEDR�OM. #3 �N 1 ROO 4 ' ~ LAUNDRY RIMY 12'- ' _ - I TREY CSN ING UNTO 9'-0' i N TREY CEIING U T 9- I 1 . PROVIDE OVERFLOW DRAIN AND SHOWER PAN .F1 t" \ tl I 1 L _ FOR WASHING MACHINE to r-P r-C 4- �!(.I.WJF-PALCOff ABO • CER. TLE FLOOR _ _ _ _ _m _ _\ ac a 1 II" I � II'-11— — —I� — -l2•--4` — — — — I — II'--11' \ Qi I . 374'-X 11 7 8� VL UPSET BE o ' - a . VENT DRYER TO EXTERIOR SHELF BELOW / 4'-0" 4'-0' I \_ _ _ _ _ _ _ J '\ (3)2" % X B" (3 ' X (3)2" X (3) 2" X 8" asIt 1 (3) 2" X 8" (3) 2" X 8" (3) 2 8" (3) X 8- (3) 2 % 8" � I TW 2862 I TW 28621 DHT ABOVE \\ TW 2862 TW 2862 I DOWN 6' TO STOOP `\ I L - - T 8 - _ 52 - - TW-2 52. - - - � 2 - - - TW 285 g CONCRETE STOOP 10" NON FLUTED, TUS AN COLUMNS 7_2 5'-0' 1 (3) 2" X 10' HDR " (3) 2' X 10" HDR 3 2' % 10' HDR ` W/ 12" FYPON CART L AND BASE N V - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \I -2" - _ -2 NEW SF OND FLOOR P AN /3a3 150 F'/ 1/4" = 1'-0" * 9'-0" CEILING HEIGHT * ALL DOORS ARE 8'-0" HIGH DOORS CAT ALL INTERIOR 9'-0" WALLS TO CODE 7'-2' 7'-2' 7'-2' 7'-2' S•-0• ALL RAVINGS AND HANDRAES,BOTH INTERIOR AND EXTERIOR �_8• MUST BE ABLE TO WITHSTAND A LATERAL IMPACT AT THE TOP EOUIVALENT TO A MINIMUM LINEAR LOAD OF 50 POUNDS PER FOOT. NEW FIRST FLOOR PLAN SUMMARY OF TOTAL THERMAL RATING If the Total Thermal Rating is zero ( 0 ) or greater, the proposed js49,5 'Arl 1/4" = 1'-0" design for the building envelope complies with the New York State Energy Code * 10'-0" CEILING HEIGHT AREA U - VALUE THERMAL RATING TABLE USED * SET TOP OF ALL FIRST FLOOR WINDOWS AT 9'-0" ELEV. HEIGHT A. ROOFING/CEILING 1,495 .051 (-8) 6-3 * ALL DOORS ARE 8'-0" HIGH DOORS B. NET WALLS 2,191 B55 223 6-1 WALL LEGEND C. GLAZING WNDows 748 31 (-123) 6-1 New 2" II 4'Stud wai 0 16"aC. WINDOWS I' New 2' a 6"Stud wdl 0 16"OC. SKYLITES New 2' x 6"Stud wall 16"Or-w/Brick Facade D. FLOORS 1495 .045 8 6-3 D2. SLAB INSULATION BRIAN A. RAPP, R.A. ARCHITECT P.C" Architect's _ Revisions E. MISC. 4 Nan Place O Kings Pork, New York 11754 ( 631 ) 544-6340 NEW HOME FOR JOHN HURTADO Date Or4holly Completed cC"4r LIGHTHOUSE ROAD AUG 21,2001 •A k. TOTAL THERMAL RATING FOR NEW CONSTRUCTION 100 OK SOUTHOLD, NEW YORK 01 N~ A, D �,��Jo� -001 Sheet Number -- - A - 2 NO INSIDE ACCESS TO ROOF CENTER DORMERS OVER WINDOWS BELOW ROOF TO ROOF FLASHING 12 12 12 14V ARCHITECTURAL ROOF B TAMKO ARCHITECTURAL ROOF BY TAMKO 9 �14 BRICK CHIMNEY 9 ® ROOF CRICKET ROOF CRICKET b NEW 1" X 6" FASCIA BO D NEW 1" X 6" FASCIA BOARD NEW 1" X 8' FREIZE BOA D W/ DENTAL MOULDING NEW i" X 8" FREIZE BOARD W/ DENTAL MOULDING i/PLA E /PLATE T/WINDOW E EV. 0'-0" EV. 2O'-0" T/W OW ® ELEV. 19'-0" ELEV. 1 W-0. ROOF RO WALL METAL FLA HING b P a b m b m 2'-4" a a - - - - - - - - - - - - - - - - - - - - - 12 - - - - - - - - - - - - - - - - - - -12 8 SOLE 2ND FLOOR B/SD E,2ND FLOOR BRICK FACADE BRICK FACADE 6 _ V. tl' 0_ ELEV. 11'- " o b 1 1 T PLAT T7-PLATE ELEV. 10' 0" ELEV.10'-0" ® ® ® 1 WRJDOW TJ-WIND W ELEV.9'-0" ELEV.9' 0" IFTFII ® 19 b b 10" DIAMETER NON FLUTED WO D COLU qS - _ E�E�0''pND FLOOR B/EV OF,_OND FLOOR - - - — TOP OF FOUN ATION TOP OF FOUL h TION 2•-4" I I I I I I I AVERAGE NATURAL GRADE AVERAGE NATURAL GRADE I I NEW 12" PCFOUNDATION WALL I I I I NEW 12" PCFOUNDAT10k WALL —~---a I I I I I I II I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1- I- - - L - - - - - - - - - - rl- - - - - - - - T' L - - - - - - - - - - - - - 11 - - - - - - - - - T" - - - - - - - - - - T - - -I r - - 1 - - - - - - - - - - - - - - - - - _ _ _ _ - - - _ - _ L ._ - _ - _ - _ - - 1 - - - - - - - - - - - - - - -I- - - _ - - - - - _ 1 _ _ _ - - - - - - - J - - - L _ _ J - - - _ _ - - - _ - _ - _ _ - - _ - - - - - - _ - - _ _ - - - - - _ - - - _ - _ _ _ _ - - - _ - - - - - - - _ _ _ - _ _ _ I BRICK STOOP FRONT ELEVATION REAR ELEVATION 1/4" = 1'-0" 1/4" = 1 -0 2"%6"WOOD STUD WALLS WITH R19 BATT INSULATION WF.80 SERES BOOR JOISTS 117/8-N DEPTH 0 16"OC. ' R30 BATT INSULATION KARNAK DAMPPROOFINC4" PC.SLAB BRICK VENEER WITH BRICK TES W/ 6' X 6' X 10 GA WWM AND WEEP HOLES TO CODE 12"P.C.FOUNDATION WALL W/ (2)/4 REBARS AT BOTTOM OF FOLNDATION WALL a • P (2)2"%6"P.T.SILL W/ SILL SEALER ' ••—='•�•••%'_ =:�'�•=•"_�� - • 6" COMPACTED FILL NOTE GRADE •0 • • APPLYOR SOLID FIRE BLOCKING AT ALL INTERIOR BEARING WALLS 12"Pr-FOUNDATION WALL W/ (1)g5 REBAR 0 TOP • ' OF FOUNDATION WALL BELOW SLL PLATE AND (2)/5 REBARS 0 6"BELOW BRIG(LEDGE 12" % 24" P.C.FOOTING W/KEY AND (2) p4 REBARS BRIAN A. RAPP, R.A. ARCHITECT P.C. Architect's Seal Revisions S TCION @ BRICK LEDGE 12 FOUNDATION WALL SECTION 4 Non KingsPrk, rrEDAK ngs Pork,New York 11754 ( 631 ) 544-6340 �E� N0A -3 1" = 1-0" DRUG 21,r2001ampleted& WALL 1/a" = r-o" O NEW HOME FOR JOHN HURTADO LIGHTHOUSE ROAD SOUTHOLD, NEW YORK Job Number 01-001 Sheet Number A-3 nnnnnnnnnnni 12 T RDGE - FLAT ROOF 12 ARCHITECTURAL ROOF BY TAMKO �14 14 ARCHITECTURAL ROOF BY TAMKO ROOF CRICKET BEYOND NEW CHIMNEY NEW 1" X 6" FASCIA BOARD NEW 1" X 6" FASCIA BOARD 7 � '\ \ NEW 1" X 8" FROZE BOARD W/ DENTAL MOULDING NEW 1" X 8' FROZE BOARD W/ DENTAL MOULDING '\ \ - - - - - T/PL E T/PLATE - - - - E EV. D'-0" E EV.20'-0" T/WINDOW FTT1 / FT-11 ® ELEV. 19'-0" BRICK FACADE o b b I , ♦ / I m p n � 12 12 0 3 B/SOLE 2ND FLOOR B SOil .2N1 FLOOR 3 � BRICK FACADE _ _ _ _ LE EV•1�, 0" V 1 =9" _ o b T PLAT - T PLATE ® TWINDOW - -ELEV. O" ELEV.10'-0"171, ELEV. Y-0" TL PLATE OF HEADE ELEV.9'-10" B/E DIok 20ND FLOOR B/E OOFODR \ LL LL UNDATION EE RAGE NAT RAL GRADE ® ® ® ® F ® AVERAGE NATURAL GRADS I I WOOD PLATFORM AND STAIRS I I T I I I I I P,C.STOOP AND RAL TO CODE l WITH RAILING TO CODE I - T I ® ® ® ® ® ® IL 1 L — TI tI I RE7AINING WALL BY OTHERS R G H T SIDE ELEVATION- 1/4" L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 _ _ _ _ _ _ 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — I NEW 12" P.CFOUNDATION WALL - _ - - I i- - 1'— " NEW 12" PCFOUNDATION WALL L _ _ I I_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I_ — _ _ _ I 1 _ _ _ _ _ J SLIGHT PITCH ON NEW ROOF TO AV00 PONOWG L — — — — — — — — — — — — — — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ R30 BATT NSULATON COSTRUCTION NOTES STEP FOOTINGS AS NEC'Y _ _ 25 DEG.MAX.SLOPE TOP OF RDMAX GE ROOF CONSTRUCTION * 30 YEAR ARCHITECTURAL SELF SEALING ASPHALT SHINGLES BY ROOF TRUSSES BY OTHERS TAMED OR GAF LEFT SIDE E E A T I O N * ROOFERS FELT * 1/21' MIN COX PLYWOOD SHEATHING (MEET LOCAL CODES)ROOF * ROOF TRUSS DESIGNED BY OTHERS (flee plana) * 6" BATT INSULATION (R = 19 MIN) * 1/211 GYPSUM BOARD - STAGGERED AND SCREWED 1/4" = LID EXTERIOR WALL CONSTRUCTION * BRICK FACADE * N15 BUILDING FELT OR TYVEK BUILDING WRAP b * 1/21' EXTERIOR PLYWOOD SHEATHING * 2" x 6t1 WALL STUDS @ 1611 O.C. , WITH DOUBLE TOP PLATE AND SINGLE SHOE BOTTOM OF SOFFIT * 6" BATT INSULATION (R=19) T PLATE '^ TOP OF WINDOW * 1/2" GYPSUM BOARD - STAGGERED i SCREWED 4 2-4 4" 2-4' ELEV.20'-D" - 2- 6' TREYED CEILING INTERIOR WALL CONSTRUCTION - 6' TREYED CEILING * 1/2'1 GYPSUM BOARD (BOTH SIDES) STAGGERED TWO STORY FOYER 6 L * 211 x 4" WALLL SSTUDTUDS @ 16" O.C. WITH BEDROOM #3 36"HIGH OAK RALNC � b BEDROOM #4 DOUBLE TOP PLATE AND SINGLE SHOE - CAT 91-0"+ WALLS FLOOR CONSTRUCTION b * FINISH FLOORS AS PER PLAN WIFBO SERIES 8'DEPTH * 3/411 T i G PLYWOFLOOR TS 0 1OR GLUED TO FLOOR JOISTS / WIF 80 SERIES FLOOR JOISTS @ 16" O.C. @ 11 7/811 DEPTH (SEE PLAN) * BRIDGING AT MIDSPAN AS PER MANUF. SPECS * DOUBLE FLOOR JOISTS UNDER PARALLEL WALLS ABOVE bi 11 BANT. VENTEDTVINYLU OFFIT UNDER) * C0OVERHANGS T PLATE ELEV.ID'-0" FOLIMDATION CONSTRUCTION * (2) 211x6" TREATED SILL PLATES WITH SILL SEALER 6" TREYED CEILING * ALUMINUM 1 TERMITE SHIELD 1/2 x 18 STEEL ANCHOR BOLTS AT CORNERS AND @ 8'-0" O.C. OAK STARS AND RAL 2'X 6•EXTERIOR WALL STIDS BOLTS BETWEEN NEW AND EXISTING FOUNDATION WALLS W/ R19 BATT NSIAATION * 1211 P.C. FOUNDATION WALLS (see plans) LIBRARY b BRICK FACADE (2) B4 REBARS TOP AND BOTTOM OF WALL WITH TES AND WEEP HOLES TO CODE * 1211 x 24'1 P.C. FOOTINGS W/ 291 x 411aeeG lans� (2) XS KEBABS 31-011 pp * 4" Y.C. SLAB WITH 6119X 611)X 10 GA. WWM (GARAGE) W1Fgo gp�g 117 8'DEPTH * 4 Mil POLY VAPOR BARRIER W/R708ATT NSULATON * 6" COMPACTED GRAVEL BASE * DAMP PROOF FOUNDATION BELOW GRADE DOWN TO FOOTINGS (3)13/4' % 117/8' LVL UPSET MICROLAMS FASCIA SOFFIT CONSTRUCTION * 1" x 61t RAKE HOARD (ALUM. CLAD) * 1'1 x 611 FASCIA BOARD (ALUM. CLAD) NEW B'%J I/2' %5/I6'STEEL LNTEL * CONTINUALLY VENTEAND D SOFFITS ALL GARAGE DOOR * ROOOF SAW LOP S/ SFIBERGLASSE SPLASH BLOCS T // AVERAGE NATURAL GRADE RER7GALR RAGEDOORS b 12'P.C.FOUNDATION WALLS W/ (2)/4 REBARS TOP AND BOTTOM OF WALL Architect's Seal Revisions NEW VINYL GARAGE DOOR - BRIAN A. RAPP, R.A. ARCHITECT P.C. ,. 4 Nan Place 1EFtED A,P Kings Pork,New York 11754 ( 631 ) 544-6340 �y Alq ey ,i SLOPE Dale Orignally Competed \ 9 SECTION - O NEW HOME FOR JOHN HURTADO AUG 21,2001 r ` / „ „ z L _ _ I L _ _ I L _ _ I b g" 1'-1 HANOIFOOTNC - L I - LIGHTHOUSE ROAD J�N�6e N A-4 1 4 = 1 -0 b gg SOUTHOLD, NEW YORK 01-001 M ft NJ NEW 4"PC.SLAB W/6" X 6'X 10 GA WWM TYPICAL 0 u,g 312'LALLY COLUMNS WITH Sheet Numbv 24""24'X 127 P.C.FOOTINGS -T' M �' It N µ ftbIIti�DDETAILS FLOOR DETAILS HOLE LOCATION FOR SIMPLE SPAN JOISTS WIF ARCHITECTURAL SPECIFICATIONS ` " } pT1 M BLOCKING PANELL EKTERIOR -,"pap4 r' Ag MFNi AI ENO BfARnIG F2 wannmrelrnmro.Qb^D.umv F15 J0157 TO BEAM CONNEI^10b f16 JOISTTQ BEAM CONNECTION,STEP QOWN ,• Mx 1-Dmml Por12.D-hoduch \ f . 6PGmlLNIw 1.0-Description: 2.1-Prefabricated Wood teams and Joists: J„ A mmnm u,m W_"M, e„ an A. Work In this section Includes,but is not limited to. A. Acceptable products: , n+, "�, � xvya I . 19 t - I x.leeurmrl lhnn i.-,w.N-..; __ '\ wale nn"r m„nnl,mm�.n °wwnp°"m '-^' ''�°e"+Ilml--" Prefabricated Wood I Beam"WIF Series ceiling and floor 1. Georgia-Pacific Corporation,WIF 30. M1Ic °��re"pn^n namlo 1 r,n ball ru - <??c ' ,1 n, a.l'{i, aria, rxu nn ma„ Chen dlmenelone show lett and hmAa Prom ImIM tete m haring to nearest tripe a hats f2•e Iquete Y'•51• and roof Joists with OSB webs and lumber Ganges. 2. Georgia-Pacific Corporation,WIF 33. ""III"'r"'c' 8. Related work specified elsewhere: 3. Georgla-Pacllic Corporation,WIF 43. , a. { i °loom Joist Joist circular NOM DMmtla •{ ::`" '.� leawmmnwn Depth spin r r 1' 5• 6w` r r ow or 1a' lot, 11" 12' 12%" Rough carpentry. B. Characteristics: 1.1-Submitele 1. Flanges: ,� Via . !� 1r o-0 0-0 1-0 2.0 3-0 t , A Product data: High-grade lumber flanges. I• y / ss a WIF30:2'h"Pry Pk" , J r°pmw°I " Submit manufacturer's descriptive literature indicating b. WIF 33:2-h"by 1'h': °ip0'°. / 7e' t-0 2-0 3-0 4-0 s4 malarial composition,thicknesses,dimensions,loading 31h" 1 „ ` and fabrication details. c. WIF 43:3h hy1h. a, n^�, 2. Webs: U '�-►j. . .0 o bum°mules, „ ,1„,nn- .aa m Im" ,m+a ileo mr loon 20• o-6 oe 1.0 2-0 3-0 B. Shopldrawings or installation guide: I. toll, I / Imanm.n"hmml Man acturer's Inerature intlicatlnp Installation details. %"thick APA Rated oriented strand board. , •' 3. Beam depths, 1 Tena,,,,s'pc mr ear a., oleo s""m,m 14' a6 0-6 1.0 1-0 14 2-6 3a 4-0 a - Include locations and details Of bearing blocklnp,bridging, p r „ alms, •loam r�mwm nm..e°le,raaebialm B .. - i -_9. WIF 30.9'h"and 11 h, , T , a sol. �,. la a ° , : as sell"lou o w,r aPl p 1,m mr+a loam • c I lam•lwIl, and tuning and drilling of webs for work by others. na,.;.elsA •,a1 n;a,,,a a"alaN been Gbl.m inn as required for loading,deflection and span. 1-0 a6 2-e 3-6 4.6 s-s 5-0 +•-. 1.2-Duals Assurance: 91/2': IN: 51 -, {• WOQD I BEAf.i' RIM JOIST SQUASH BLOCKS 6 SINGLE RIM O BEARING STIFFENERS ty, h. WIF 33.9h, t1 14°antl 16",as required for F4 v,r,a+m+a"I'll".20105011 F77 JOIST TO BEAM CONW 'ON STEP DOWN F18 Salm , _ A. Cenlfcatlon: loading,deflection and span. u 1 yantm,.ha +a m. °ane a"balm j 22' oa 0.6 2.0 J-0 4.6 ea 5'e - 7-6 -;' WIF Series Wood I Beam Joists are manufactured In actor- c. WIF 43:1ITh",14"and 16" -n.�, n<wuDc ar ulnen umlmn m.r a.nwlndnn.nwn I i a,,,ss ria teal nn i dance with APA*PW'-400 performance standard for APA a6 required for loading,deflection and span. " r Irnml lead ,rile 1 " `'' ` 1 ° m I y 2 ' D ' m" 26' o-0 o-0 1-0 1-0 2-0 4-0 6-0 7-0 EWS t-foists and NER-OA 397, 4. Beam length: 1 �, 'AI +ex, a °aoI„e ma, eN i + C � - a„e2„a.. am m.a a. '.` la ,m 1.3-tdiva 3t Asre aired for an and bearing. - - 1 lar m�p tyw�wgn 11y, A wo-e sn,nn'"0 imP:°o`oz'e " "ill....g nnlniwl , _ ,-- A, Delivery:riga and Handling: q P . 1 Sts F II � � �� 12' or, 06 � �f-0 1.0 1-0 1-0 7�6 t-6 1fi z-0 3-0 � 28-Accnsorles: _ - swaneacn wmiir.n i° Deliver materials to the Job site In manufacturer's original A. Nails: ll a'ahI'd l .x.nl.... u,maul ,- - rt' 1 all, ml.nl.m,"a 16' o-0 0-6 t-0 1-0 1-0 1.6 2-0 3-0 3-6 4-0 s-0 packaging,contafters and bundles with manufacturer's brand fid,l0d and 12d box sinker and common nails. '- M1 "'1'"'""""' _ name and Identification intact and legible, B,Oratingand blocking: nn.mramW. ! fl sl 14" 20• o-0 o-0 to 1-0 2-0 3.0 4a 50 5-s a-e 7.0 �'B. Storage and handling: 1. Bearing stiffeners:2.4 or combination of W,'A'or �' n , Ia•�W"p N" MINIMUM STIFFENER 112E NAILS_ r'� Stare and handle materials to protect against contact with %"ptyvrolM. r2 , ✓gip'"" « %�m, { gritted wx2 ,'a''4 M 24'-- oe 1-0 2-0 3-0 4-0 5a 66 7-0 7.6 e-0 9-0 damp and wet surfaces,exposure to weather,breakage and 2. Bend{oasis and continuous closure at load-bearing walls: - r Ah ° '1' `- ,arNln - an m;,A .>R scl as damage.Provide air circulation under covering and around per standard approved Wood I Beam details. �I {Nt pm J `� 7d none" ; " a 2a' a :toe upright Position, Diels:Woad I Beam blocking !m 7° ,,, + ,mr9, ' "' "' - ' ' slacks of materials.Individual joists shall be handled In the 3. Lateral support at Intermediate supports of multiple span v4Y•i+ . i G i - - - � 114- ad mu, t 110 2e' 0-0 Ori 1-0 1-0 1-0 13 1-0 36 4.O 8-0 8-0 J g + 174 .'*w1 t :?r r sn 1 laaamw smm�,r]- 1.4-LIn111ationC C. Joist hangers: - Nhe �. „ :!' ° - - N r , 1 ,-, .r wrung l+loGN T 14' 00 Oa 1-0 1-0 1-0 1.8 1-6 1.6 1.6 1-0 2-0 2-0 3-6 4-0 ^h^ k ,, ,gyp oy p` s,gm0, 1, p a 1 swan 1, Model numbers are Shown for United Steel Protlucls rig ` '11a p� sa mu n I.r am,ap nae nm,n, A. Loads: '1 (Kant-Sap•)and Simpson Strong-Tie•connectors.Conti 7 * : (bma1 all " ' cn.cauWeanext call le,nrlen't,dool[I...na high LlnN Oct. __ @gncintrated loads shall not be lied to the bottom flange. i-,y,-,�- ,; _. -,__�_ 1s' OA 0.6 1-0 1-0 1.0 1.6 1-0 2-0 2-0 3-0 4.0 4-0 5fi 5-0 OP g ' fit { F5 'FIgFflS7RONG ' I pg DECK , sn ria, F19 SQUASH BLOCKS AT "ICENTRATEOLOADS ,,,p.� F20 WEB STIFFENERS Bi Cutting: 'GaOrpla-Pacltic for other acceptable conneclore. r t AILI SI ROC 0 URE �' ATTACHMENT _ '°^can1pttl Except for cutting to length,top and bottom flanges of N' rl all iwl - 'I."lrw w' !, ) �imahll ilIn' i6' 22' 0.6 0-6 1-0 7.0 1.0 2.0 3-0 A-0 4.0 5-0 6-0 6-0 7.6 e-0 Part 3-Exesutten Wood I Beam floor and roof Joists shall not he cut,drilled inr . ab r p �' slwaatlleum, ar."m baro , .Or notched. - ', nw orb•$n im 1e1ro t, '"n �'' _ e,nxmv 26' OE G6 1-0 2-0 3D 4-0 5-0 SO 6-0 7-0 6-0 B-0 9.6 10-0 " F ' ) ,m• wen:i ar 4; u; �/ 1 C. Wood I Beam Joists are for use In covered,dry conditions off A..Provide Woodd Beam,floor and roof Joists where IndicatedI-I , 1 on draWings using hangers and aamories specified. 30' 0-6 oa 1-0 1-0 1-0 1.6 3-0 4-0 4-0 6.0 7-6 7-0 90 10.5 B. Insall Wood I Beam Joists in accordance with manuliclurerh T' Ile, ff }•1 NmNw 'I�W }1 .Amy B 1 NOTES: ExAmPtF: .C. Insul4tnd brace Wood I Seam floor and roof 10isbtd i- ' le''w�'n� 1.Hole location are Weed on Simple Span Disk with unit on poor(beds of Derormine me allowable location of a 7"routs hob Ina 14"deep total which Omv6gtrdominoinp of system and buckling of(op,Banpe. w'°� Wt,'n, Jx tl(p , • nmbmla- [armm1rill l"1!. 1 F,+'T,,, f, - '"10 he,n 40 PSF live load and 10 or 20 PSF dead load,spans from pope 6 or 16. spans 20'. 3.2-ACCapOd�aa:, _ J y,4 +u ? f"t: I Ta 4y1J'7x, '' ate amrvam 2.A I%"hole may be placed anywhere In the web of the offal. Enter the than in me lett column and find 14' Int d move to the ri htuntilFg 1 b epth, 9 Install accessories where Indlabd and pccoMallde will ua.aan camedW,elmel'I'm IRs m• and find 20'In me pat soon column and move aeries the ctmrt to Mterseet ' • a s, 1,"a 1ma1N Ideco pw:daflac l a al ow., 3 The longest side of a rectangular hole shall not exceed ihrce-lounhs the Ny 7„routs hole column.The rMamst allowable loeellbn to eater bearing Is manUfaclUror'61ns000IIOnB: i 1 ° allowable round hole diameter. X7qp ,v h d 4`y� �. ,. ,r °. rnlmu,manm Nen - Iola io rn mrc.mnxm°m 3-0 or 3'-0". qqpq r I -d aa.a'wa qn calx 4 For multiple holes:The clear distance between the holes must equal or mw,m.v wa mn , .. 1111 111 a aA,• ea n,x n IH r x°,Ir,ml exceed lwlu the diameter of the largess hale,ler lwlce the l0rlpesl side 2 e5 ,1,9� , vI eon aria, lam M�xl °Or ballets g p' r ren+1m mb°^e A h"p land mxamwsnmr .eeiaw OfarECWn VIa7 hole. >� I ' ."� fAl,IyaA n°'T Guay.Mxp f[ln.M1nlbM mn,punl numbs el,° , .1 ilnY- IR•IhaP" In,MM x,rd MHbylum" Mn { $x'"n t ° ,anarn n°IMarrany can.ilanh a„r lwao"p ua peld'a,nqM amm. 1 h"N°""°m'°""' ""° WIF SERIES JOISTS-RESIDENTIAL FLOOIR SRAN CHARTS d C J . a e'noaa nnnn.n baaw Eea s BONUS ROOM FLOOR JOIST SELECTION GUIDE Span " . s ' -I 1 - Illustrations - ,„ --- - r rw INSTALLATION DOSS AND D N'TS r ' c iS- :- y "•i' epan) Ntmiwmlam= NINE 11111_ ., 40 PSF Live Laad + 10 PSF Dead Load Ira roved Perlormaneenl L/480 4' GPI 25.14' GPI 25-i6' Get 2516' GPI354fi" WIF 3341 A' WIF 3344' WIF 33.16^ WIF 4346' i d.A a �O NOT JoIM JaIM AM• Boosted; span) speelna IMUINPM soon) y;d ,I ' bcoc INC nNt bstaFOflaxndFm , F& BEVEL DO - 20 't;t'!; � �i w,;'m : ;4> Depen nada Pnr 1Y p,0. te'a.o, ta.r e.t. 21"Gla Islas. 15"e.e. 11.2'0.9. M'ae. �x t : - Damlpill lm as ml emw"Nin n.m ' 6' GPI 25-14' Star 25-IV Got 25-16" GPI 35-16' WIT 33-14' WIF 33-14" WIF 33-16" WIFif Ct, f n'Zjy y • : la,le anelm,ee Jnxil all So AIUN , ' " Kali , 1 _ h eel E,bin nlgall �{ _ 1w ' Jin m e't d 1'IW C'OM 411 C a °fro Ix.of ua.nl _ r r N a epraf nti »ti,x ' � amen, . 22' 5 a GPI 25-16' ON 35-116' � Call G-P Call G-P WIF M-14" WIF 33.16' WIF43-I r CMIG-P pu•taq•wNas r Ica. ria, "i- n, 11'A" WIF 30 p12-Sfi 21'-05' 16'47 1T-0Y IS'W' 21'-09' 1B'-09' 17'-01"' ,� e+n 'ryf• 1 WIF 37 p12-Se 22'-OB' 20'-0C 1 B'-06" 76'-03' 24'-05" 22'06• 21`02- 4 1-7C 4' GPI 25-16" GII G-P CdIi GP Call G-P WIF 3346' WIF 43.78' Gas DIP Cali G-P WIF A3 h12.61P 24'-iP 22'-08' 21'104- 19-11• 27'-01• 24'_08.. 23-103- 24' .ry pr 1 ,,, w �, `p 'r4 L' i 6'` GPI35.16' CeII G-P CaII G-P can GI WIF 33-08' , WIF 434fi' Cee G-P CMI G•P e,/" D 'i y ' + MUNN 16' WIF 33 1x1&Sf6 2e'-07" 28'-0I° 21'-07• 23'-00' 31'-0r - a " orf``'" DO NOT DO g W1F43 tele 3r-04^- 2e_-as^ 2e' ir 2s-0r 34 or 31•-0t^ 2s or ., - 23.11 - p T, .. u;l. wac°uum bloomy- .. OaipnPmmMm: `y'IAie%°tl� ao at Rnr "ieMarp lw u�n leo 1.RnMloadsm3DP5FIhalmdetil5%(sllmvload) + ad ry a zi kmn „aenr ' 2flooldadloatl 0112 PSF p S" .' .a p .N a f w NI' pephaa shingles) _. -a"`^• 3.RDoIraft slaps confirm 8112 and 12/12, iwee igen 4malnpawl m,l.a,prex 4Ml nmaalga Lprn m,l. emnx4naalum alelermPnna.Lrnlm.ml Metal"...I all _ 4 Knervaall might of 40PLE '�••. , i1lw _ oe nalNnro n"ua,e nln --IN@,Wnpu,mrLLl-► " { F BLOCkIN 1 PANEL INTERIOR pip SQUASH BLOCKS AT INTERIOR BEARING SAIlk elompe fwd 0120 PSFIM fwd loutsltle the bleewallsl 2a flaming 1k �a k B a.Isalamp ur..DaNl ma.kE•pra Au mp„u �y.nPnwNlnmm.ao»lel ma•„nplma can^, aa, 6 Floor Ml load of 4q Faf lwitdn the hrMeraalls) wall lMminp . 1 ee pa+o mal soma, mm,a L Attic and floor dad bad of lO PSF. DO NOT w,e car al rm,'VIIId Bonus Room e1 e n -'- ria,^°,•�' „mr.r + DO B,Snaght gable roof foaming,No hip laming is permlHed s 7 L �� I � �� cammu.aa v,• ;o ufl Georgia-Pacific:Engineered Lumber J . '# r l u r7 � old alrl,mbulnW hnnannnw 1+•r „meq ik „ �rr�--I�II?..r7yy..-III�IIrrTT�� nnynmlunnn 9.All alter candidates. - IFI� , w ,a0 tlha1, it r _ r �fv1 , r pa 1 Min.,nVic 3Ai .r 7. ImV 's pnnrrbgm 'soWaa'bm L 1 I ' i tl: ww.eltrim ww4tepm K' : M..• ' loan loam,rill S I � •Nan-anang xl •.-,oma, DO NOT :r DO or DO ' i 11">~ n.wean s, an b rill naelo.1' s,,. rima : "M.• .,•a 1N .plop eM,fe6, R ' nntllnman 1 1 P e ]n,,ao1!n ' rAl{n?". ' ?°u,h .^amm• �-► " er.l,no,IlGnun mla s,+m e•am-No catch 1 YLI 1111 nIN•l,ellllanN ianll/pagan. ,•'' a i r can tonal bullae.,$,he localda111 In cam-.1 bit'allied 1aN, i.., f „ adIN '�asselpFluor elepkle fun-0eathTNlafloating F17 DOUBLE JOIST CONSTRUCTION _ ! DO NOT'' DO Or DO Uhl In Ca Use In della Rai qJ .. pine nine WwliblmplNhbt naw Baird '•+ •Am It. �Hangn _ Nap -' ~ . On 6' Ica' pHJ 1117: w.%•pMIwMICaNM K'.%•Ph+Nnae lb Isla) - - - _ 1 - t GPI m OKI ase 2.6 y _ .1 \ Roper Rano . 2.4 Pe„mall, v - DO or DO 4 r 2.e into g yen DO NOT . 2.10. Fatter _ _- o,nu l,wl'W�,Iulilw WoaaTanm n Im14 Nn0 1 Wildcat 01 ' { Got$ la• lain N' e', c _ Materialist ' , % '1 a 104 'Ma%'eMMPd„ 2x10.%'flhwasd- 1 rim hmd nsmnd At ..as fa• , ,2.exwpllwem Z.earoAswpe y' - -.�� - Fane, Flt he,nnp mr - r ff - - - 1. rat auppod Wns,r e�a It °Axe.rpmtpbd - a�1.lr pMwee' - - 1 A,pechow be,A'rawrootl oa nm a,W,allwan.a, � leaeura N•,1 201 To eagai { ,. 2aetirwrvrom Wi.dI am, 14 2 or No "2w10a K'pywpd0 1) Support back olvaele dining nalling to Prevent dali to � � mot 0, , - ' t1 44 SDE �,z;%' weh-hangeconnecfi6n. himp6oang' BRIAN A. RAPP, RA. ARCHITECT Architect', Sad Revisions 2) Leave sYgap between top at eller clocking And bottom of top flange. �pu?eadil " y tslF IIA' ,.',. �)axe� " (2104 3), lock solid between lolati for lull length of span, ' 4Nan �OCQ Ila - :o J4 zee . Is)fm: wpmpbr - - ktECT 4 Plaulolnatopuharpntlnauiromeachdlewnh2rowsauotlnaus Nulreapaon se' K Perk Now York 11754 518 544-$340 1"^a Ref , x10 .d. plane : Is12n12 ? at 12'a.c.,clinched when possible.Slapper rmwe Iram oppt _ O - _ r k a6 , ,r•fff _ codes by 6", 1 - Q42!yPPP �© SUPPLUENTAL DRAWING o Q e 4J � " WOOD I BEAM FLOOR JOISTS DETAILS jole No" 1 y, � GEORGIA PACFIC OW Its1 I ,SPARK ARRESTOR 0���80 ac�'� I I ����f�,ENN!! TCM I 4'-4' 6'-0' 6'-0' 6'-0" 8'-0' 6'-0' 3'-4' I I - I ... I •. 1 60 DEG MAX.ANGLE 4' X 31/2' % 16' STEEL LINTEL I ,•� 1 1 i FDR ca1BLT.BRXK warm AXW51 A%Bt51 _ _ _ _ _ AXW51 _ - - - _ AXW-51 - - - - _ AX1y51 _ - - - _ -AXW,51J I 1 r - - - - - - - - - - - 1 b I r - - - - - - - - - - - - -(3)nr4-X117/B"LVLOCROCAABEAN VM7ARO'CONTN000T- - - - - - - - - - - - - - .'• I b I I TECO ALL REAR FLOOR JOISTS I- I 1 TO CODE TS D�NWELL < I SET TOP OF WINDOWS AT 7'-0' ABOVE CELLAR FLOOR - FRAME DOW I ABOVE I . I X 12' - - - - - - - - - — — — - -I 36,_6. r- - - - '"- - ILK 1v1n.00R J061'S Z' MN SIZE TERRA COTTA FLUE Cd _I_ - - - - - - - - - - -I • CELLA `x a, 2 I� Cd I I I 1 1 I I I I I I I ,•' i . tP� ggLABW/ 6' X6' X10GAWWM $ I J 1 1 1 1 1 1 18 -0 CELNG H I EIGHT N n >R < I I I I I I I�° I I I I I I I II • , I S AS NECSTW, FOOTING $25 EG,MAX.SLOPE � "I 6'-7" • Y 1 1 1 1 1 1 _ -� �'' 7-0. •,• t OPTIONAL BFEG(FACING Fl- - - - _ - - - - _ - •'• - FIREGLASS'- Notes: Typical .•1-• ''' 1 x TO w000NMNEY - - - - - - - - - - - - - - - - - ✓. 20' HEARTH . 3 1/2' steel Icily col non ;1. ,,, H •' 12' x 24' x 24" PC. ootilg •- • I. 1 o Z'X 4'W000 StIA FRAM • !•u. f - I (J)13/4' % 11 7f8' CMDROLAM BEAM - - _ I 1 I I ,., I in (2)2"X 12"HEADE - - - ` l2`RETANN LC BYDTRERS- ` ` ` - - 1 .•, 1 - - - - — 1 - - -• L - - I- 1 - - - I - - - 1 WOOD MANTEL: AMPER I'- 1 9'-10 1 1 1 yENT BOILER TO CODE , , 1 . TYPICAL BEAN POCKET . If MN.TO FREBO BEAM SOCKET TO BE 6" WIDE MINIMUM 1 i i NNIn1ssUIQt�o staff ell to L 1 � AND 9" N DEPTH FROM TOP OF WALL b. ONE SHELF y. Frsl floor arl�door above ,,, 1 I n I I IF-10' I SE / 1/2'X3/16' TEL LINTEL �o: I TWd CAR GARAGE i ' i TOW HSTAND20MDEG.F o I twa 4" PC!SLAB W/ 6' X 6' X 10 GA WWM 1 STORAGE I I FREGLASS TO CO - 5 . 8'16' CELNG HEIGHT n 1 I h m _ _ _ _ I _ _ _ _ _ _ _ _ _ J 20'MAHBEL HEAR 14'X 4'OUT SDE AR FEEDS . DRIVEWAY DRAIN R 'h Line of 5 8' Type X Gyp Bd on Ce I< 0 / r — ; uP D WrrH CLOSEABLE DAMPERS IV LVUL IV UK wol .� as per flew York Slate Code 7 7 3C I 3/4'MN.PLYWOOD SUBFl.00R, - - - - - - - - - - - - 1 \y �'O I N to �{•R 1 20'1 I =• I I< .• J 1 . •. -PROVIDE CLEANOUT DOOR N 1 n I - 1 g 1 I 1 N CELLAR OR EXTEPoOR I p5 0 1 1 Y b, I 5/8' t e x gyp bd on wall a' 4 I 1 I IF�iing spacce common to res dance N I I ^ 1 - CUT SLL AWAYATYFMCE," • •I I • •. • ,I I • '. OIWAT10N FOR CHIMNEY � 7n I �� ; I • .I I • -. 30 I 1 e RESIDENCE .I I • •. D'FOIrgATXIN WALL II - L -' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J ' I ? I I I I FIREPLACE SECTION , a—� r _ _ _ _ _ _ _ _ _ _ 1 y, I '• 1 FOR A 36' WIDE FREPLACE,HEIGHT MUST BE 29',FLUE 12'X 12' I/2 = 1-0' i - - - 42!ftHANNGiYALEBA' ETHERS- - - - - - - - - - - - - - 6'-10' I I I Y 6' FOR A 4Y WOE FIREPLACE,HEIGHT MUST BE 32'.FLUE I6'X i6' - I N X AVAT � '' I 1 •' I I I 5-6" 1,_6. 6,_4„ 1,_6" S,-6. 1 1 1 I I •' I I ' I STE FOOTNGSASNEC'Y i •' - - - - - - - - - - - - - - - - - - - - - - - - - - - - 25 0 G.MAX.SLOPE - - - - - - - - - 1: '✓ .,% r- - - - - - - - - 14' I I T-4" I 1 14 V L .,. I -I - - - - - - - - - r ''' I 7,1 111 .,. J - - - j-1 - - f-- I I I I FOUNDATION PLAN 1/4•• = 1'-0" a- Penm/?� a goo 74�- BRIAN A. RAPP, R.A. ARCHITECT P.C. ArchitectsSeol Revisions 4 Nan Place W:o t) 41T N 3/12/02 Kilgs Park, New York 11754 ( 631 )544-6340 Y�. pL ro�'4%`°, • NEW RESIDENCE FOR : AUG.. 20,,Dmeo20caedetea 2001 3400 LIGHTHOUSE ROAD JebNumbe N SOUTHOLD, NEW YORK 01-039 . Sheet Umber A - 1 - -m_ - NO INSIDE ACCESS TO ROOF CENTER DORMERS OVER WINDOWS BELOW ROOF TO ROOF FLASHING 12 12 ARCHITECTURAL ROOF BY TAMKO ARCHITECTURAL ROOF BY TAMKO �14 BRICK CHIMNEY J ..�_ 14D .I ROOF CRICKET ROOF CRICKET NEW ROOF CRICKET NEW 1" X 6' FASCIA BO O NEW 1" X 6" FASCIA BOARD NEW P X 8" FROZE BOA D W/ DENTAL MOULDING NEW 1' X 8'FRERE BOARD W/ DENTAL MOULDING - T/PL FL.A VT E T/WNDOW ' 204 - - - FFM T W OW TTI ELEV.19'-0' ELEV.1 '-0' 11-H I TA ROOF RO WALL METAL FLA H14G b T? b b LLLU b t, 2-4, a BRICK FACADE 6 12 B S10L 20ND FLOOR E/E �21D FLOOR - — BRICK FACADE ' T PLAT I. T PLATE ® T WINDOW - ELEV.10 0' ELEV.10'-0' T/-WIND W ®llffill[44 11 ELEV.9'-0" ELEV.9' 0' A IFMI --- a J . 1 . 1 11 J Ll I I 1 11.1. 1. 1 1 b § it I I I I I I 10" DIAMETER NON FLUTED WO D COLLIN 4S EM ELEV°.0�'OND FLOOR E�EV O�-DND FLOOR - - -TOP OF FOUN ATION - TOP OF FOU til TION - - - f Y PROPOSED GR DE PROPOSED GRADE E3 El E El [ - . EZ I 4 n I I NEW 12' P.CFOUNDATION WALL I NEW 12' PCFOUNDATION WALL ----�. I AVERAGE NAT RAL GRADE I I I I - - { L - - - - - - - - - - 1- - - - - - - - L - - - - - - - - - - - - -I J I I AVERAGE NAVAL GRADEI I � _ – _ _ _ _ – – – – – L – _ – – _ _ – – 1 – – – – – – – – – – – – – – – – – – – _ _ – – – – -L – – – – – – – _ _ – - _ _ _ I L _ _ J – – – – – – – – _ – _ – – _ – – – – – – – – – – _ – – – – – – – _ – – – _ _ _ – _ _ _ – _ – – – _ – _ _ _ – – _ _ – BRICK STOOP' FRONT ELEVATION REAR ELEVATION 1/4" = 11-0" 1/4" = 1'-0" 2'X 6•W000 STIR WALLS WITH R19 BATT NSULATON W1F.80 SEISES FLOOR JOISTS 117/8'N DEPTH 018'OC. R30 BATT NSLILATION KARNAK DAMPPROOFNG • 4" PC.SLAB BRXR VENEER WITH B18CK TES —may W/ 6'X 6' X 10 GA WWM AND WEEP HOLES TO CODENUNN 12"PG FOUNDATION WALL W/ (2)14 REBARS AT BOTTOM OF FOLNDATION WALL •°• - O (2)2'X 6"P.T.SILL W/SLL SEALER yd' ' R-6'COMPACTED FILL ISL DRAOE APPLY �QLID FIRE BLOCKING AT ALL INTERIOR BEARING WALLS 12'PC.FOINDATION WALL W/(1)#5 REBAR 0 TOP • • P �. OR HEA tRS OF FOUNDATION WALL BELOW SILL PLATE AND _ (2)15 REM 0 8'BELOW BRICK LEDGE 12" X 24' P.C.FOOTING W/KEY ^� AND (2)14 REBARS pEft mIr�._;,2j007: . ArchitecPt�s Seol q9ti �n %RBR11N A. RAPP, R.A. ARCHITECT P.C. : e1vifsion.s 4 Nan Place EAWALL SECTION @BRICK LEDGE 12FOUNDATION WALL SECTION Kings Park,New York 11754 (631 )544-6340 A _3 1/4' = 1'-0' A -3 r = i'—o' NEW HOME FOR JOHN HURTADO Date°rgn°'Y coma4l�a m 9 '. ..� AUG 21,2001 LIGHTHOUSE ROAD SOUTHOLD, NEW YORK 01-001 0' LOWER FLAT ROOF shee1Naibi A-3 . . '+� - - 1, N 1 ^@ 4 r - .�'-B• , Tf i _ 1 . T Y 1te�� _ y ., - - _ I I - - ' - ARK ARRESTOR I ki N, "r, ` r*, ,, I to ct F)PY 11 4. 4. 6._0. �_0. 0._0. 6._0. 6._0. 3._4. 1 .r. ' ' •,. � _ �0MENY CAP - , - ',' dd 1,6 ' ,`�°�'q _ rt .� 1A`' tir ,. I JOHN L HURTiWO ", r, `Iv;S " ` - 4" X 31/2" X 16' STEEL LINTEL i I 1 i - SOUTHOLD.NY 1 - r" CD "A'BIbCItkWOPot h 'j s I �''4:'� r1 P.O.BOX 1x25 I. Opo 1197 I I o I 'gILGD TYPE DOOR ABOVE n _ I '� - - -AXWSL - - - - - - - - - 2XW�1- - - - - - AXW51 - - - - AXW53 - - - - - �11I - - - - -AXW51 .,. d �C�U ] ` '' ,.`? I ' ;. I] +'¢I - - - - - - - - - - _ - - - - - g - - (3 3/d" %1T7]6'LYL-611CRDLAM-BEAO-UPSET-AND CONTINUOUS - - - - - - - - �~ .,• ° I o . 1. CO ALL REAR FLOOR JOISTS I ggLLCO�gAN -: I r " r-v'r SET TOP OF WINDOWS AT T-0" ABOVE CELLAR FLOOR - FRAME DOW ABOVE 1 TO CODE TO ORYWELL ; . S - 'r k''11 i r I A dO rr -l -rrT _I_ � _ - _ - I I AR a � ' 1 1 1 1 1 1 1 1 I., ' • 4," P�, S AB W 6" X 6" X 10 GA WWM x '"' WIROOR JOISTS 2'X 12'WIN.SIZE TERRA COTTA FLUE a' 'll - . 1 Y 1 1 1 1 I I 1 I . 8 -0 CEMILMG HEIGHT d i F 'x 1 .�r m I I I I 1 I I 1 I 1 STEP FOOTINGS AS NEC'Y �U"' E "b L•n of 5/8" Type X Gyp Bd n Cedng ro ' - ' ',>, '+ 1 I I 1 I 1 1 "tID 25 DEG.MAX.SLOPE 1, , ,�0� �' aper New York Stale C e 7 3E ' - v !t, .',, +f 1 I I I I I I 1 4'-il" 4•_11• ^' 6'-9• 6'-9• s ^ 6'-9' 6- ', �• I 1b - r .,i 'S .. ' - I 'I 1 1 I I '� n " ? " - L 1 J _I_ L + ' ''' FY2ECLASS r-r I VENT SOLER ROOM TO EXTERIOR " .t?I I IT. -1 SUPERIOR GAS ZE 0 CLEARANCE STF NsLWO - 1 OPTIONAL BRIL7(FACNG _ rt MODEL R GRD 65 ' CE C1wF�Y '.r k _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ,r I NOIeS:Typical 1 ,'' ' 4OI�OODRAMNG .2 ' ' ,' ,'q 3 1/2" steel lolly col mn on I ,. o , - - ` _ - _ - _M .• -r - x 4" r 24" acting 1 2'X 4'WOOD STIR FRAM r, 4 "'.` ' 1 1 " 2 P,C. o , . . - , . (3) 3/4" X 11 7 CLIMICROLAM BEAM - I _ I- - I ' a D - - . 't _ - . - .�. I r-o• - - - - - '4 - ' - -m - _'.!-tel �_ „ _ i A'IL�" ' - - -17"RETAINING L1BY-OTHERS' - - - - - - - - - - - - - ' _ L .•, - - - I_ _ - _ ' _ I _ ' 4 I - - I I _ I. \'1` ''' I °? (2)2`X 12•HEApE 1' I ' ",;>:1 ' ' 1 I I I Ic 1 I ,I ' ' I '� I AMPER '""�, '' 1'-d 9'-10 1 WOOD MANTEL a I 1 1ICC ILE -'!, r , . TYPICAL BEAM POCKET • 12"MN,TO FIREBOX , ' I OT C ' ' i ' BEAM BOCKET TO BE 6" WDE MINIMUM 6 ` InsutOte sloiwell to - t .F • - i 1 _ . . I AND 9" N DEPTH FROM TOP OF WALL ' :,,r 0 ^ 1 fist floor and door above 5'-I' -. 1 ,,. 1 m OKE SHELF m 1 I I oI 5'-0" I VENT BOILER TO CODE -o', (2)31/2•X 31/2'X 3/16' � i ; a 5 1 .r, z I 1 a - I I 5 81 It STEEL LNTEL .•, y aBa TW(� CAR GARAGE 11 mEaass7ocoQ TOw1rHSTANo2000DEa.F ,. "I 1 e Q. 4" PC;SLAB W/ 6" K 6" X 10 GA WWM ' .b ,I 1 `�1 m vi 1 1 2 • 8"76 CEILING HEIGHT V, N 11 Iva , .. ., i 'DRIVEWAY DRAI "w" v I - - - - - - m " p 'x " 2D'MARBEL HEART 2)4'X 4'OUTSOE AF2 FEEDS TO CODE TO DR WELL x 1A a `11 a I - LPED WITH CLOSEABLE DAMPERS E x- m I o GFI n "II 1 r 3/4"MN PLYWOOD 91BFL00� _ >c t I � � 0 -\V I q I - - - - - - - -1 t IRS � � �IIL,�_IYI,'f j1 1 � ,: I'w , m J0- ' 01 %I I I > a'"° I ID 1 1• i a2- ' io1 20'-6° 4' - ll•-I p® �. , I a --I I.: - . � 52`car^ yl � I _ :�' ' '^ �� ' I-- • ' '• _ -PROVIDE CLEANOUT DOOR G:1' '! .. 1 x z u a I n j I ^I 0� STRA I 13 ' N CELLAR OR EXTERIOR Ir.„ �, x w• a`�� °' S/8,. t Pa % 9YP bd on wills a 9 I _ x x :I L• '• ' I 1 I 1 and ceings common to residence W '^ ao ' W. FLOOR J06T _ , ' x a o 01 I I live space v ' � � : $' ' - '' ' OMATION FOR Y ¢ I 9 P I 'o n - CUT SILL AWAY AT FKPLACE - I I� n J ao=O O' ' 1 1 `O II' \ in � ' I 1 _•I I - FIt I,'I II Yi• ri'I H z o' w I I 1 _ _ 1 1 I 3® I 1 �? RESOENCE A'FOI,WATKIN WALL I I� '' ,fit .., rr =_ _=r_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _' I " it ' - - r - - - - - - •.• - - ,.� 'L, _ __ n 21: ', baciclill .ball don. p. s wwan.tl: `= ilaor .��.k. FIREPLACE SECTION 1 '_ _' _ __ _ _ _ :. - - - - - baa p*0 aMak Ll�d�a#A bt11 .a1A p�bpariSbaaaiaad•YSilaga 1#apaetielaa #, NOTES ' 1/2'= 1r0" III''� ' _ _ _ _ _ _ '„' a amtii aw _ _ _ I I I I I I bora boat " UNEXCAVATED b FOR A 36'WOE FFEPLACE,HEOHT MUST BE 29",RUE 12' X 12 " - - -12= RE'FANING WALL BY-MERS- - - - - - - - - - - - 6'-t0' 1 1 I I T 6 *iait%; p,uN*aarx n oib ' � with ttI +1od�lOC # ,,, FOR A 42'WOE FIREPLACE.HEIGHT MUST BE 32'.FLUE I6"X 16" '' ,'. „ f " ; aaa tir I baro bI oda• t XO ail" laW t L / I ,. I I r. 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';, , . ;�i I � ., .W!,- 4 .qt r r,'ry f; ur+1k . w s * ,,.P !. k'I EI,1a H NEW 01 039 0> .Y',a it Via i .-a . IO, rwr e+! � � � ,� "�ir :.n �. �,r,� s��� . ": SOUT QLD, E YORK � 9 <�' �� , f .�' I:B FR.1w..TI iN?`4,. 1,, Aka�,��M, � , „ .. , - .'. , - . „ -. . I.Barr , v., _ _ 1 , 11, s7w . z , tii� 1 , y ( , k A1a' AUA-3a iUa.'+gM[II#'lL qs MY3r}',h' `yllitllGlt'�kkiN! dk `.T{ (r,4y L ) .,i.' - Tj4 i,. � �11W ,�, N . W :y .. ,i:.'..e' .. 'F' ..:S I 4 " J ,a filly tW;6r`,1 .r,'r it I SMeI Number l� 1 3 )" 1 .riIM 1`''l�."IF�l' '3tir,i`1 --7 M MON JB'-B" 3W 6'-0" 6'-0" 8'-D` 6'-0` 4'-4` C-4' 6'-0" g'-0' 8'+0" 4'-4' 4�, ¢ tr. ` . NOTE:31 " X 31/2" X 5/16" STEEL bNTELS OVER ALL,5 0" WWOWS " P5060 P5060 P5060 P5060 P5060P506 7 dri nvrR A 1490 OV R.1—N51 J)VP WrIl N T�: 1/� % F EI,LNT�4� R p�� 5;Q" TI _ R7tN5F X5050 0 bNST Y ER7�N5 P5�1 R AR51 VER AfM: M 'MITXN5 7 . (3)2` X 10` HQ (3)2' %'10"HDR (3)2` X 10" HDR 1 (3)2` X 10` HDR 3 X 10"HDR 3 z" x q' HDR '+- Y' l � ) ) \ 3).2" k 10` HOR, (3)2'X 10 HSR 3)2 X ,HDR (3)Y X 10'HDR O 2" X 10" HDR (J)'2, 10 HIM I I 19 OAK FLOOR N ' r \ 36' NqH RAI NG.TO CODE _ — 1 — R TREBYQM` _ ; - - • I I; zgg " :c 112'-2` 1 5-g' 4' I ]g'_2• TI - .� I 'b r, I '`•.p I 4X' I * FREGLASS SUPERIOR ZERO CLEARA CE SUPERIOR ZERO CLEARANC - Y _ _ Ol b i NO 20" HEARTH MODEL GRD 6500 GAS REPLACE MODEL I GHC -5500 GAS PLA E i N ( T 3- `, SUPEt(IDR-2 RO LEARA �, i, PLATFORM'AMD 6TAR$ rr 0 I q I B - U` S9'- �* CEN SL 1 r MWYEL y,GF1C =5 ;OA E CQ pip I all 8" LVL UPSET AM I I 11 FRENCH DOOR m : -0' 4 2�' t I 1 b I a i I - - a' - L - - - -- - - 20'r9' 1 I s" 'Y-4` 4'-4" r-Ir _ r ECO ALL FLOOR J^ TS " - - - - - � P t I � � ' cp } IR .h ' �� �'-g. •I T _ b I '� W —IN T 4'- r KITCHEN 11 1 4:- 0 o KIT H N 5'--o VANITY i DWI 1 R I E- RUOF CRICK T C NEY NT 4' .77 2._4"4. s B'- 4" 2' 4" I '� ' LIBRARYMOM 1EAM RpDER ROOM 2.4r $I 1~ ," Lo Y 'TWO Y ` 3 o tt'-11• ''- I g_t ra' yl l •CfR:TILE FLOOR 5'-0 4 4- 2~ ' a + - - - - - > !r w- � • ar n'-tt' 4' 12'-4" 1 cabiW� t� o - I � \ 3 " r � �� VAULT CE R AREA HIGHER I r / (2) /4 X 11 7/8 LVL UPSET BEA J 3 I R IE RPM _ TREY C IW TO 9'-0" i � I H n I BED TREY CEN UP T 9-Q L'AUND Y — — R RM - - - - - - — — J • PROVIDE OVERFLOW ARD N AND SHOWER PAN f I x / — — - — — ` FOR WASHING MACHINE 1`L211 '/4" X 11 7/8' VL UPSET ,'•rte CER TLE FLOOR VENT DRYER TO EXTERIOR 2'-0. a // 1 _ _ _ _ (3)2` X 8' (3)2 X e" (3/X, s 3 2" X 10" / i' / t6 4• 2 g - ^ 3 '2' X8` 3 2` X " O O 8 3 2' X'8" 3 2" X B I O 32" R8 ( ) TW 2862 TW 2862 ' z DHT ABOVE \TW 2862 TW 2862 DOWN 6" TO STOOP \ I I ' 3W — W 2— \ — — — COPPER SHNO FROM ROOF TO WALL ' I / / "' " CONCRETE STOOP \ I NON FLUTED TUS AN DECORATIVE COLUMNS 5-0' 7-2` - - 7-2- 7. - 12" N \ I 31/2' STEEL L LLY,COLUMN I (3) 2 X 10 HDR (3) 2" X 10'HDR 3)2" X 10" HDR \ W/ 14 FYPON 6ALPIi L AND BASE �,-B, \\ LY j AT AL UR 0 END COLUAi COLUMN , - - - - - - - - - - - - - W NON FLUTED, NDCA STALIN DECORATIVE UMNSM S LUMN =' ``y N E ROOF SCUPPER WITH DRAW TO LEADERS ' Eva - - - _ r. - - - - - - - - - - - _ 3" AL A SET N �^\I I RPI fin\ ND COLUMNS BELOW 7-6 7 2' - - 7 20 0 ND 8 e' NEW S E O I V D L O O T \ PLAN I V PITCHED ED ROOFING OVER 3/4" CD%'PLYWOOD 1,303 sq. ft 1/4" . 1'-0" * 9'-0" CEILING HEIGHT # ALL DOORS ARE 8'-0" HIGH DOORS CAT ALL INTERIOR 9'-0" WALLS TO CODE 5r-0• r-2" 7_2" 7'-2. r-2" 5._0" ALL RALNGS AND HANDRALS,BOTH INTERIOR AND EXTERIOR Oa'-e" MUST Bf ABLE TO WITHSTAND A LATERAL IMPACT' AT THE TOP Ti EQUIVALENT TO A NNNIUM LINEAR LOAD OF 50 POUNDS PER FOOT. NVIf FIRST FLOOR P�Af�_ SUMMARY OF TOTAL THERMAL RATING If the Total Thermal Rating is zero ( 0 } or greater, the proposed 1,495 sq, ft. 1/4" = 1'-0" design for the building envelope complies with the New York State Energy Code' 4 10'-0" CEILING HEIGHT' AREA U - VALUE THERMAL RATNG TABLE USED SET TOP OF ALL FIRST FLOOR WINDOWS AT 9'-0" ELEV, HEIGHT A, ROOFING/CEILING 1495 .051 (-8) . 6-3 `+. ALL DOORS ARE 8'-0" HIGH DOORS B. NET WALLS 2,191 ,055 223 6-1 WALL LEGEND C, GLAZING WWOWS 748 .31 . (-123) 6-1 3 s 4 N4vr 2'x 4"stud MON O 16' OC. WNDOWS a Now 2"x 61 Stud w4er O.C. # o Nsw `r. swdw�ia'04.r/ arokFme: D. FLOORS sxYures 1495 A45 3 8 6-' D2. SLAB INSULATIONt' BRIAN, A. 'RAPP; R.A. ARCHITECT' P.C. AFehlteo § e v M , �, aIr E. MISC: Non :rti Kegs PorkNe'w York 11754 (516 ):544-6340 NEW, HOME FOR', � OHN.HURTADO,a,. o5tr 1 r � . AUG 21,2001 .r al; asww,i. USE fZDAD TOTAL THERMAL RATING FOR NEW CONSTRUCTION 1Q0,. : OK SOUTHOLD,'NEW ,YORK _ f ti p2� ,y . Oi' 001 n 1 r Ipr ,. .; : . . snrof Number ,,. _ P NOI _ . J.•3. t �R9 nV ER DORMERS OVER WINDOWS BELOW INSIDE ACCESS TO ROOF CENT 1 i . . N v sr� {4 `t���"^,)^wit" r l' 'I,' ' ARCHITECTURAL ROOF BY TAMKO - ARCHITECTURAL ROOF BY TAMKO +51 4 M1 _ BRICK CHIMNEY M CKET ROOF,CRICKET ROOF CRICKET NEW 1" X 6" FASCIA BOARD NEW f X 6" FASCIA BOARD NEW 1' X B" FROZE BOARD W/ DENT ll MOULDING NEW 1" X 8" FROZE BOARD W/ DENTAL MOULDING /PLATE a T/WINDOW.- - E V. .-O. EV.20-0" _' - T(W W � ELEV.19'-0' � Eh V.1 '-0" "giny : .ROOF RO WALL METAL FLA HNG M1 � y _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . � UK , - �Y'�HLYv RICKfACAOE - B/SOL 2f FLOOR s . B S BOOR _ E EV.11 ELELY 11 BRICK FACADE , T/PLAT '^ _ - - T/WINDOW - ELEV. 0" T/PLFTD' s2': I ID'-p"E ELEV.9'-0" LEV. T7w W {{ 1 . � 'rul v`^qj� I I I ELEV.9' '0' x i IEll [I I J , z u' 11 12" IAMETER NON FLUTED WOOD COLUM IS F 12' DIAMETER NOrI FLUTED+Wq D' LU is I I PV GUTTER ETN COLUMN PVC OUTTER,SE wN COLUMN , . I1 � I1 AL SIDE 3 /2" STRUCTURAL STEEL LLY COLUMN ALON0l 31%2 STRUCTUR STEEL I ALLY COLUMN BSOLE,2ND FLOOR B S 2ND FLOOR n (EV.0, 0_ �� - - - - - E(V 0-0" TOP OF FOUNDATION - TOP OF FOUN6 TION 8" DIAMETER NQ FLUTED WOOD COLUMNS ALONG! 31/2 STRUCTURAL STEEL LALLY LUMN Y a Fi PROPOSED GRJ,DE PROPOSED GRADE F 11 I 04 x ti NEW 12" PCfOUNDATpN WALL F' I I 1 r'h AVERAGE NAT AL GRADE NEW 12" PCFOUNpATION WALL 1 - - - - - - - - - - - - - - - - - - - - - AVERAGE U _ - I 1 . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , - - - - - - - - - - - - - - - - 'BRICK STOOP - - - - - - - - ^ - ^ - - - - - - - - - - - - - - - - - _ - - - - - - - _ - - .. _ - - - - - - - - - r r.sr EFT ELEVATION REAR FI EUATiON 4" = 1 —0" F lZ4rr rr k n ^ ,x 1 2"X 6" WOOD STIR WALLS WITH Rig BATT NS1p.ATgN WJE.80 SERIES FLOOR JOISTS 11 7/B"N DEPTH 0 16"OC R30 BATT NSULAT)ON P KARNAK DAMPPROOFNG C.S 4" PLAB _ _ AND WHOLES TO D,CO � �.�, ^ W/ 8' X 6' X 10 GA WWMNOW • .• VENEER WITH BR10EBP T64 Y x d 1 . ., 9 W PC.FOUNDATION WALL W/ (2)#4 REBARS AT BOTTOM OF FOUNDATION WALL , s rwl t ir \tP O - .� 1 (2)2"X 6"P.T.SILL W/SILL SEALER . , � � � ' :, • - HCl fYr3' 94-N GRADE o' 6" COMPACTED FILL N 0 I E: ors n , . 12"PC FOUNDATION WALL W/D)/5 REBAR 0 TOP - . .�= - _ _ ' .'.t s ,. APPLY SOLipD FIRE `BLOCKING AT ALL (M7ER10R ,�EARWC WAtL'S thy` �_�' OR HEADERS • - - - OF FOUNDATION WALL B0.0W�SILL PLATE ANO � - � � � � ' - - - � c d • � i � �a' � (2)/3 REBARS,06"BELOW BU LEM nT 12" X 24"P.C.FOOTING W/�(EY AND(2).f4RE8ARS ;01 mz I T ',' BRIA',N� P'. . Arantr �� , 1 � A 'RA P, R.A :ARCHITECT, � BOl66pC{ , { SECLO.N @ BRICK�� � DE G�� � � � X12 FOUND ATI( WA 4h N _ LL TIN ., ; ,� F4 A -3 ' — �' 'KinsPor �� Y1 ` �r, c "21wi, ' �=,�r / A 3 k�NBW. 9Tk 1)54 516 5 .4-" t,, y '4�;. /02- �r. ''.`,7�,;, �a aa�1 , rim a ria ADB L GHTHo SE"ROAQ N �IURTRDO � A+��1 xOD1 StUTHOLp ',NEW',YQRK s.. 01 I LOWER FIAT s1��1NWnar _ ARCHITECTURAL ROOF BY TAMKO ARCHITECTURAL ROOF BY TAMKO T/RIDGE - FLAT ROOF d, 12, ROOF CRICKET BEYOND NEW CHANCY14 12 / NEW i" X 6" FASCIA BOARD NEW 1' X 6" FASCIA BOARD NEW 1" X 8" FROZE BOARD W/ DENTAL MOULDING NEW 1" X B" FROZE BOARD W/ DENTAL MOULDING ` T/PL E T/PLATE /WINDOW - - - - - - - - ELEV. 0'-0" ELEV.20'-0" / \ \ ®III ® ELTEV. 19'-0" BRICK FACADE ® ® / " FFAI i COPPER FLASHING FROM ROLLED ROOFING TO WALL OF RESIDENCE ao 0 12 BRICK FACADE FLASHING Q 3 B/SOLE,2ND FLOOR B/SOLE,2ND FLOOR 1 - ELEV. 11' 0" ELLEV. IL-2 _ _ _ 1_ - - T/PIAT o T/PLATE T/WINDOW - ' ELEV.10 O" ELEV. IDA" - ® ® ELEV.9'-0" I I T/PLATE OF HEADE II li ELEV.9'-10" it c b j � L LLLLJI I� I LLL" i FLASHING I jSEV D FLOOR B/SOLE,2ND FLOORINATI I I C _ BILCO TYP DOOR I EV.0:0_ TOP OF 1 NDATDN I ® ® 1 AVERAGRALGRADE ' � � I I I I 1 I 1 AVERAGE NATURAL GRADE I WOOD PLATFORM AND STAIRS 1 1 1 1 I I I 1 I I I 1 1 1 WITH RAILING TO CODE 1 1 1 I ® ® I I I P.C.STOOP AND RAI. TO CODE - 1 1 1 I 1 I - - - - - - - ' H 1 1 I I — — — — . — — — — — — — — — — — — — — I I I I L _ — _ — _ _ _ _ _ _ _ _ — _I_ _ I 1 _ _ _ RIGHT SIDE E � E � ATIOf� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - - - - - - I 1 1 I RETAINING WALL BY OTHERS „ - - NEW 12' P.CfOUNDATION WAIL I 1 I 1 4" = 1'_ NEW 12" PCFOUNDATDN WALL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i - _ _ - _ _ I SLIGHT PITCH ON NEW ROOF TO AVOID POW STEP FOOTINGS AS NEC'Y 25 DEG, MAX SLOPE TOP OF RIDGE MAX 3/4" COX PLYWOOD ELEVATION \ / ROOF TRUSSES DESIGNED BY OTHERS E F- C T D E E L E V ATI 0 I I(�\I V R30 BATT INSlAAT10N LEFT - J APPLIED 2"X 4'FRAMING ONTO TRUSSES 4,. - )'- APPLIED 2" X 4"FRAMING ONTO TRUSSES o ' i W BOTTOM OF SOFFIT T PLATE m m _D TOP OF WINDOW ELEV.20'-0' 4 -4 2'-4• 2'-4• i a 6" TREYED CEILING 6' TREYED CEILING TWO STORY FOYER BEDROOM #3 36'HIGH OAK RAILING BEDROOM #4 W1FBD SERFS - 117/0'DEPTH T/PLATE 1 ELEV.10'-0" ` 6"TREYED CEILING OAK STARS AND RAIL 2'X 6•EXTERIOR WALL STUDS 0 RARY W/RI9 BATT INSULATION o BRICK FACADE WITH TIES AND WEEP HOLES TO CODE gg // 1I W%R30BATT NSLILATgN DEPTH - (3)13/4' X II 7/8'LVL UPSET WCROLAWS (3)14•LVL HEADER AVERAGE NATURAL GRADE - OVER GARAGE DOORS 0 12"PC.FOUNDATION WALLS . ae W/(2)14 REBARS TOP AND BOTTOM OF WALL NEW VINYL GARAGE DOOR BRIAN A. RAPP, R.A. ARCHITECT P.C. Architet:6Seal Ravi§ions e 4 Non Place %:" to r"Fe '�ti Kings Park, New York 11754 4E Gy,r� 3J1z/oz g ( 516 ) 544-6340 SLOPE Date Orlg"diy Competed SECTION I' " NEW HOME FOR JOHN HURTADO AUG z1,2001 r m ¢ 3 os/o'4/02 i "-4 1/4" = 1'-0" o 008 - - I '— _ _ 1 ". - ' _"_ I •B" I'_+' HAUNCNFooTNG — ' �J LIGHTHOUSE ROAD aa6Nam6er } / MSL Nwa'P�sLAew/6 xfi' xtocnwwu nPICAL SOUTHOLD, NEW YORK 01-001 P�� a 'Z ° a° 3112 LALLY COLUMNS WITH Sheol NUTI er 24 %24'X 12'PC FOOTINGS' A 77777"- •1,� TRUSS 13RAGING INFO HE FIID-q1 (FGOMMENDATION5 FORHANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRU55E5) FOR IMPORTANT TEMPORARY BRACING INFORMATION, `-f(RA117 #o78oa7 NOT E5 �l O - - - - - IITIDIGATES HANGER DESIGNATION La 17) --- 80 - -_ - _ - ci H1 2 � _ _ �1 HALL )NEN5101V5 ARE FEET-IINGHE5-51HEENTH5 H1J1 3�< 1 ��� HUI L JL JL JL JL JL�JLJLJL JL JL JL JL JL _ JL HANISHINFORMATION 0 5EE 977 57 fRU55 DE516N5 FOR ALLOWABLE All LOADS, 5EE MANUFACTURERS HANGER SPECIFICATIONS FOR NAILING SPECIFICATIONS �, HANGER �-_ FYPE QUANTITY_ I USP JU526 FACE 30 2 U5P 5 Ibk SKEWED RIGHT B — 3 05P 5KH26L SKEWED LEFT 6 4 USP HJG26 BUCKET/SKEWED 4 - T SII T n TRU55 LOADING GOND11fON5 FLOOR TRU55E5 ROOF O _ _ TOP CHORD LIVE _ NIA TOP 6H0RD LIVE 50 TOP CHORD DEADNIA TOP CHORD DEAD, 10 FC1 - BOTTOM CHORD LIVE, WA BOTTOM CHORD LIVE 0 - - - BOTTOM CHORD DEAD: NO, _ BOTTOM CHORD DEAD _ 10 TOTAL LOAD P5F NIA I TOTAL LOAD (P5F) 50 - - FIELD BRACING is nor the re5ponsibtlity of the truss fabricator, truss designer, or plata manufacturer Persons erecting trusses _ pp _ are cautioned to seek professional advice regarding temporary i - _ T ISA Y C E IL I NI and erection bracing winch 15 always required to prevent toppling and dominaing during erection, and permanent bracing whlch may be required it specH'm applications. Trusses shall be erected and fastened in a straight and plumb position, Where no direct top chord sheathing Is applied, trusses must be braced at 24' on center maximum Where no direct bottom chord sheathing 15 ---� applied, trusses must be braced at 10'-0" on center maximum Trusses must be handlecl with extreme care during erection to prevent damage or personal injury Refer to truss engineering for connection and braeinq requirements Theee calcuiaUons are supplied in order for the ENGINEER OF RECORD to adequately - - provide for connection and integration of the roof assembly to - the supporting structure, the supporting connections are SOLELY responsible forr the integriri ty of their product _ Trusses remain our property until paid for In full Truss layouts �I I-1104 2-PLY _ O and engineering may not be reproduced In part or In full under any ell"OOm5tanee5 � 1 Hip 1 SHOP DRAWING APPROVAL �" TFIIS LAYOUT 15 THE 50LE 5OURCE FOR FADRICATION OF H12 _ 1 h O TRU55E5 AND VOID5 ALL PREVIOUS ARCHITECTURAL OR 2 OTHER TRU55 LAYOUTS, REVIEW AIVD APPROVAL OF THIS LAYOUT MUST DE RECEIVED DEERE ANY TRU55E5 WILL DE DUILT, VERA-Y ALL coNDmoNS TO INSURE AGAINjr CHANGES THAT WILL RESULT IIV EXTRA CHARGES TO YOU, i N F raved in Bete Ian — - - II - L ii - I� � ; . IF ,i i� - �Iw JOB E51PENCE --)rd,u�CL,i, L-aUil"L� �bdi3. - FlDDRESS - ' cunleen�ntrreraipve cuorle rter^Ma rru,':dor_ 3400 LIGH7HOU5E RD — 50U1 HOLD, NY - CUSTOMER, (631)289-6900 FAX: (631)289-6907 JOHN -IQTADO — 517 LONG ISLAND AVE. °REINING Qor- TQU55 pi_ACEVENT PLAN MEDFORD, NY 11763 SCIRLE e^-r-a^ 2,-02 11-05-02 TnWN 11 Br eA HURTADO NO INSIDE ACCESS TO ROOF CENTER DORMERS OVER WINDOWS BELOW NOROOF TO ROOF FLASHING 112 12 147 ARCHITECTURAL ROOF BY TAMKO ARCHITECTURAL ROOF BY TAMKO iZ 14 BRICK CHIMNEY 9 � ROOF CRICKET ROOF CRICKET —4 M.- NEW 1" X 6" FASCIA BOARD NEW i" X 6" FASCIA BOARD NEW 1" X 8" FREIZE BOA D W/ DENTAL MOULDING NEW 1" X 8" FREIZE BOARD W/ DENTAL MOULDING - - ELEV -O" rA TFT/WIDOW 20-0" ELEV.19'-0' T/W OW --- 00 ELEV. 1 '-0" ROOF RO WALL METAL FLA WG c a t L 2'-4" o � X _= n l - .4 112 BRICK FACADE 6 B SOLE, 2ND FLOOR FQSV� E,2N0 FLOOR V.11 0 11'- BRICK FACADE F o T PLAT AT/PL ATE ® T WWOOW - ELEV.10 D" ELEV. 10'-O" _ — ELEV.9'-0" TAN—DOW — — — ELEV.9' 0" 141 I J-11 o c _0 I 01 b 10" DIAMETER NON FLUTED W COLL&kS \ _ E/SOLI LV.OF,OND FLOOR ELEV 0F_20ND FLOOR _ _TOP OF FO ATION _ TOP OF FOU TION 2*-4" a �Al J/ T il. PROPOSED GR DE PROPOSED GRADE 6 11L i / I 000 NEW 12" PUOUNDATION WALL I I 1 I I NEW 12 P:CFOUNDATI01 WALL I I AVERAGE NATURAL GRADE AVERAGE NATURAL GRADE I I I I- - - -tt- - - - - - - - - - - I—I- - - - - - - - r - - - - - - - - - - - - - r I1 - - - - - - - - - - - - - - - - - - -I-r - - 000 �- I I_ I I r —I - - � - - - - - - - - - - - - - - - - -1 - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BRICK STOOP - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I REARE � FVATION 1/4 2"X 6" WOOD STUD WALLS WITH R19 BATT NSULATION W1F.80 SERIES FLOOR JOISTS 117/8-N DEPTH 0 16"OC. R30 BATT INSULATION ' KARNAK DAMPPROOFlNG 4" P.C, SLAB BRICK(VENEER WITH BRICK TIES - W/ 6' X VX 10 GA WWM AND WEEP HOLES TO CODE 12"PSC.FOUNDATION WALL W/ (2)14 REBARS AT BOTTOM OF FOUNDATION WALL ; a• G (2)2"X 6"P.T.SILL W/SILL SEALER '• .• . • ; .• . • '• • . . •• ' _ NOTE:' • - • • ' • ` • ' FILLGRADE � 6" COMPACTED F • _• � • • ' - ` _• � - ` • APPLY SOLID FIRE BLOCKING AT ALL INT • - • • - • • ' -' • ` - • • ERIOR BEARING WALLS • 12"P,C.FOUNDATION WALL W/(1)/5 REBAR 0 TOP '- •. •• .�• • 0 R HEADERS OF FOUNDATION WALL BELOW SILL PLATE AND • . - (2)/5 REBARS 0 6"BELOW BRICK LEDGE 12" X 24" P.C.FOOTING W/KEY AND (2)14 REBARS BRIAN A. RAPP, R ARCHITECT P.C, Architec is S mRevisions WA 1 5 CTION @ BRICK LEDGE 2 N Tl N WA TI KingsPoce ,� � �., ,,� 2/19/02 Kings Park, New York 11754 ( 631 ) 544-6340 `�" ,� ` � A �� A -3 1/4" - 1'-0" �71 1" - 1'-0" n _ NEW HOME FOR JOHN HURTADO Date Orgncdr Completed t, �'Wn' . ,. �� ro LIGHTHOUSE ROAD AUG 21,2001 , SOUTHOLD, NEW FORK Jab Number 01-001 Sheet Number FLAT ROOF A-3