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HomeMy WebLinkAbout29814-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31315 Date: 12/02/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1015 LAKESIDE DR SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 90 Block 4 Lot 5 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 15, 2003 pursuant to which Building Permit No. 29814-Z dated OCTOBER 16, 2003 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 SINGLE FAMILY DWELLING WITH GARAGE UNDER & ATTACHED WOOD DECKS AS APPLIED FOR. The certificate is issued to ERNEST SCHNEIDER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0117 11/15/05 ELECTRICAL CERTIFICATE NO. 2035757 10/03/05 PLUMBERS CERTIFICATION DATED 11/30/05 PECONIC PLUMB.& HEATING Aut orized Signature Rev. 1/81 -, Form No.6 TOWN OF SOUTHOLD ` BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) nou-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2_ A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling $25.00, Additions to dwelling$25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial $15.00 Date. / Dh0/U1/ New Construction: V _Old or Pre-existing Building (check one) Location of Property: b1S� kt,4<CJ1b_ Orlye_ Jy(t J1w House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section � Block— Lot _ r , Subdivision �>'-&O-Y A I_ 0.Y`Ic _ _Filed Map. ��O Lot: Permit No. ' e1 olqel'�/ '� Date of Permit.—I o lta/0 3 Applicant:_ JOhll Health Dept. Approval: _J ✓ Underwriters Approval:, Planning Board Approval: / Request for: 'Temporary Certificate_ _^Final Certificate: v (check one) Fee Submitted: $ ' Applicant Signature � C.o 3/3) 8 D rJ�cPrJ�rJ�rJ�rJ�rJ�rJ�rJ�r�r�rnc.fcnrnrrrrr�rJr�rr�cn rJ�r1'rJ�rJ'rJ�nrJ��nr�cnrJ'cncrrl��nrJ�rJ�rJ�rJrJdJr.Pcnrrd.PrJ'rJ�rJ�rJ�rJ�cnrJ�r�cncn o BY HIS ATE IANCE THE 5 NEW YORKTBOARDcOF�FIRE LUNDERWRIT 5 5 ERS 5 SBUREAU OF ELECTRICITY CS 55 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 G &S ELECTRICAL CONTR. ERNEST SCHNEIDER 5 5 P.O. BOX 215 1015 LAKESIDE DRIVE S e5 SOUTHOLD, NY 11971, SOUTHOLD, NY 11971 5 5 Located at 1015 LAKESIDE DRIVE SOUTHOLD, NY 11971 5 Application Number: 2035757 Certificate Number: 2035757 5 5 5 Section: 90 Block: 4 Lot: 5 Building Permit:298142 BDC: ns11 5 Described as a Residential 2400-2999 square ft. occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement, First Floor, Second Floor,Attached Garage, Outside, e� A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 55 authority having jurisdiction, and found to be in compliance therewith on the 3rd Day of October,2005. 5 �] Name OTY- Rate Ratine CircuitType Alarm and Emergency Equipment C 5 Sensor 2 0 Carbon Monoxide 5 5 Sensor 7 0 Smoke 5 5 Transfer Switch 1 0 30 amp 5 Appliances and Accessories 5 5 Exhaust Fan 2 0 F.H.P. 5 5 Furnace 1 0 Oil 5 Range 1 0 12.1 KW 5 5 Dish Washer 1 0 1.2 KW 5 Hydro Massage Tub(Therapeutic 1 0 C, SAir Conditioner 1 0 30.000 BTU LL+J 5 Air Conditioner 1 0 42.000 BTU 5 5 Wiring and Devices 5 5 Outlet 45 0 Fixture 5 5 Fixture 43 0 Incandescent 5 Fixture 2 0 Flourescent 5 LJ' Outlet 98 0 General Purpose seal7� 5 Receptacle 46 0 General Purpose �5 Continued on Next Page 1 of 2 c5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 D r�rJ�rJ�rJ�rJ�rl.......... rJr PrrrJrJr�rJrJrJ�rJrJ�rJ�cncncr�r1r frJ� rJ r� rJ@n3rt3 cn rJ�LPLM rrr�n rJ�r�rJi ncPcnrJ�rM O ONNNNNNNNNNNNNNNNNNNNNNNNNNN NNNNNNr1NNNNNNNNNNNNNNNNNNNNNNN II@ 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERSBUREAU 5 5 40 FULTTON STTREETTF ELECTRICITY NEW YORK, NY 10038 5 �c CERTIFIES THAT 5 Upon the application of upon premises owned by 5 G & S ELECTRICAL CONTR. ERNEST SCHNEIDER 5 P.O. BOX 215 1015 LAKESIDE DRIVE 5 C5 SOUTHOLD, NY 11971, SOUTHOLD, NY 119715 5 Located at 1015 LAKESIDE DRIVE SOUTHOLD, NY 11971 5 cS Application Number: 2035757 Certificate Number: 2035757 5 Section: 90 Block: 4 Lot: 5 Building Permit:298142 BDC: ns11 5 Described as a Residential 2400-2999 square ft. occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor, Second Floor,Attached Garage,Outside, 7 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 Sherein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 3rd Day of October,2005. 5 Name QTY Rate Ratine Circuit Type 5 S Switch 65 0 General Purpose 5 5 5 Dimmers 2 0 5 Paddle Fan 3 0 r5 5 GFCI Circuit Breaker 1 0 20 amp Appliance S 5 rj Receptacle 1 0 20 amp Laundry Dj Receptacle 1 0 30 amp Dryer 5 5 Disconnect 2 0 60 amp Air Conditioner S Receptacle 12 0 GFCI 5 SService 1 Phase 3W Service Rating 200 Amperes 5 Service Disconnect: 1 200 cb Meters: 1 5 �5 5 [r7 seal S 5 C 2 of 2 C 5 This ce tificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 O NNNrJNNNNNNNNNNNN NN�fr�lNN N N NNuEffifflyPENWE PillO ,�gUFFO(Irco�� 0 NJ = Town Hall, 53095 Main Road O Fax(631)765-9502 P.0, Box 1179 �� �� Telephone(631)765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 1&co-b,,- 36, aotJi Building Permit No. Owner: / rrl�J � dchneld e — (Please print) �r Plumber: -P2ea.u,' , �u7n9vg9 w P r,`a1i. CD T. .C�� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers at re) Sworn to before me this 30 day of Nodemhf-/ , 200N Notary Public, _ Si-t_�I h-- County VIM L.LOPElt No"PW4ShbdNow Vak ■L 70081 QIM1�601ns /q �� 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. 29814 Z Date OCTOBER 16, 2003 Permission is hereby granted to : ERNEST SCHNEIDER 915 LAKESIDE DR SOUTHOLD,NY 11971 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER DEC AND TRUSTEES WITH FLOOD PERMIT at premises located at 1015 LAKESIDE DR SOUTHOLD County Tax Map No. 473889 Section 090 Block 0004 Lot No. 005 pursuant to application dated OCTOBER 15 , 2003 and approved by the Building Inspector to expire on APRIL 16 , 2005 . Fee $ 1, 648 . 00 4 Aut ri ed Signa ORIGINAL Rev. 5/8/02 Albert J.Krupski,President �a�F soulyo Town Hall James King,Vice-President ,�O l� ` 53095 Route 25 Artie Foster # P.O.Box 1179 Ken Poliwoda Southold,New York 11971-0959 Peggy A.Dickerson �' O Telephone(631)765-1892 OlyCOUNV Fax(631)765-6641 �G BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0069C Date October 4, 2005 THIS CERTIFIES that the single family dwelling At 915 Lakeside Drive, Southold Suffolk County Tax Map# 90-04-5 & 6 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 3/12/04 pursuant to which Trustees Permit# 5984 Dated 8/18/04 Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for a single family dwelling with a 50 foot non disturbance buffer The certificate is issued to Ernest Schneider, Sr. owner of the aforesaid property. AJ Authorized Signature . APPEALS BOARD MEMBERS py COEY outhold Lydia A. Tortora, Chairwomanc 53095 Main Road Gerard P. Goehringer y Z P.O. Box 1179 George Horning O .tc Southold,New York 11971-0959 Ruth D. Oliva ZBA Fax(631)765-9064 Vincent Orlando �! Telephone(631)765-1809 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JULY 10, 2003 Appl. No. 5343 - ERNEST SCHNEIDER Property Location: 1015 and 915 Lakeside Drive, Southold; CTM 90-4-5 and 6. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's properties consist of two lots: (a) 1000-90-4-5 ("CTM 5) of 35,933.804 sq. ft, and 59 feet along Lakeside Drive; (b) 1000- 90-4-6 (-CTM 6) of 57,613.447 sq. ft. and +-109 feet along Lakeside Drive. CTM 6 is improved with a single-family dwelling. BASIS OF APPLICATION: Building Department's March 11, 2003 Notice of Disapproval, citing Section 100-30A.3, in its denial of the lot sizes in this lot-line change proposed by applicant. The Building Department states that the lots do not meet the requirements of the code for a minimum of 40,000 sq. ft. and minimum lot width of 150 ft. The property is located in the R-40 Residential Zone District. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on June 19, 2003, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicant requests area variances for a change in the lot width of 9.20 feet, resulting in an increase of the existing nonconforming width of (CTM 5 from 90.02 feet to 99.22 feet, and decrease of the existing nonconforming lot width of 1000-90-4-6 ('CTM 6') from 100.79 feet to 91.50 feet along Lakeside Drive. CTM 6 is presently 57,613.447 sq. ft. and will be reduced to conform to the code's 40,000 sq. ft. minimum requirement with 43,956.378 sq. ft. CTM 5 is presently 35,933.804 sq. ft. and will be increased to conform to the code's minimum 40,000 sq. ft. requirement with 43,186 sq. ft. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: Page 2—July 10,2003 Appl. No.5343—Ernest Schneider 90-4-5, 6 at Southold 1. Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Applicant proposes that the lot area for the existing house, lot#1 (CTM 6), be reduced from 57,613 sq. ft. to 43,956 sq. ft., and that the vacant lot#2 (CTM 5), of 35,933 sq. ft. be increased to 49,590 sq. ft., or 1.138 acres. The purpose of the lot line change is to provide a greater upland area to CTM 5, which contains wetlands and a limited building envelope for new construction. The lot area for both lots will meet the code required minimum of 40,000 sq. ft. in this R- 40 Low Density Residential Zone District. The relief granted herein is for the width, or road frontage, of each lot along Lakeview Drive, and would eliminate the nonconforming lot area of CTM 5, and allow for two conforming lots with a minimum of 40,000 sq. ft. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The purpose of the lot line change is to bring the lots into conformity with the code's minimum 40,000 sq. ft, requirement, and without a variance for lot width, CTM 5 would be substandard in size in this R-40 Zone District. 3. The difficulty is self-created in that applicant desires to change the size of the lots with more conformities. 4. No evidence has been submitted to suggest that the proposed lot line change will have an adverse impact on physical or environmental conditions in the neighborhood. 5. Grant of the requested variance is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a lot line change, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Chairwoman Tortora, seconded by Member Goehringer, and duly carried, to GRANT the Variance as applied for and shown on the survey dated May 7, 2001, revised January 31, 2003, prepared by Stanley J. Isaksen, Jr., L.S. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, r „ ���'� T— _� .e ��� .moi„_ '".�~., �`-"`�'OT�,i � i'C`�.,, 7?r -'�\1•/�y e , a k U " 7 Ri _ F � x ► -fir, . r� _t, A ► ri {./ - ..✓ �- _>'✓' ari r�.�o- .� d7✓i7 ,rJ.':r.�`r r/rl� �'_ - 10/16/01 THU 03:40 FAX 516 765 1366 Sor,hold Town Accounting 2001 Albert J.Krupshi,President SVFt�l� Town Hall James King,Vice•President �0 53095 Route 25 Henry Smith ti`l` Gy P.O.Banc 1179 Artie Foster a Southold,New York 11971-0959 Go Ken Poliwoda 0 Telephone(691)765-1892 Fax(631)765-1966 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 28,2001 Mr. Charles W.Bowman Land Use Ecological Services,Inc. 2576 Sound Ave- Baiting Hollow,NY 11933 RE: ERNEST H. SCHNEIDER 915 Lakeside Dr., Southold SCTM#90-4-5&6 Dear Mr.Bowman: The Board of Town Trustees took the following action during its regular meeting held on Wednesday,December 19,2001 regarding the above matter- WHEREAS, atterWHEREAS,hand Use Ecological Services,Inc. en o,ehalf of ERNEST H. SCHNEIDER applied to the Southold Town Trustees for a permit under the provisions of the Wetland Ordinance of the Town of Southold, application dated August 13,2001,and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their fui&W and recommendations,and, WHEREAS, a Public Hearing was held by the Town.Trustees with respect to said application on December 19, 2001, at which time all interested persons were given an opportunity to be Beard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and-the surrounding area,and, WHEREAS,the Board has considered all the tusti-viony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the a andards set forth in Chapter 97 of the Southold Town Code, 10/16/01 T.HU 03:41 FAX 516 765 1366 Sou-.'.'.old Town ACCOUnting Z002 2 WHEREAS, the Board has determined that the prof ret as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED,that the Board of Trustees approve the application of ERNEST H. SCHNEIDER to re-locatc an existing lot line and construct a 1,320 st single-family residence and sanitary system on the southern lot.Dwelling will be located a min. of 100' landward of the tidal wetland boundary and the proposed sanitary system shall be located 109' landward of said boundary, all with the condition that a 50'non-disturbance buffer is maintained and that the debris that is pushed to the top of the bluff is removed,and that a row of staked hay bales be placed at the 50' setback line prior to construction, all as depicted on the survey dated May 7, 2001 and last revised June 24,2002. BE IT FURTFTER RESOLVED that this determmat�on should not be considered a determination made for any other Department or Agency,which.may also have an application pending for the same or similar project. Permit to construct and complete project will expire two years from the date it is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. hispections am required at a fee of$5.00 per inspection. (See attached schedule.) Fees: Very truly yotizs, Albert J.Krupda,Jr. President,Board of Trustees AJK/Ims DEC r Albert J. Krupski, President O�0 CD Town Hall James King,Vice-President 53095 Route 25 Artie Foster v� P.O.Sox 1179 Ken Poliwoda Z Southold, New York 11971-0959 Peggy A. Dickerson Hifi Telephone (631) 765-1592 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES May 12, 2003 TOWN OF SOUTHOLD Mr. Charles W. Bowman Land Use Ecological Services, hic. 2576 Sound Ave. Baiting Hollow, NY 11933 RE: ERNEST H. SCHNEIDER 915 LAKESIDE DR. NORTH, SOUTHOLD SCTM#90-4-5&6 Dear Mr. Bowman: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, April 30, 2003: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Permit #5474 for a 3 FX 45' dwelling footprint, a 5'X 15' second-story balcony over decking on east side of dwelling, and an 8'X 45' second-story deck on the west side of dwelling with 5'X 24' stairway and platform, with the condition that drywells and gutters are installed to contain the roof run-off, and as depicted on the survey prepared by Stanley J Isaksen, Jr. last revised May 7, 2003. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, Albert J. Krupski, Jr. President, Board of Trustees AJK:Ims SOUTHOLD TRUSTEES No, SlY7 P 11 ERMIT Issued Tnelt Vi 6 Sc-h0A(&r Date 1444161 Address Qt fit'. • Si2LL"klom THIS NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFICE DOWN OF SOUTHOLD _ SOUTHOLD, N.Y. 11971 TEL.: 765-1892 9&204 (8/87)-9d New York State Department of Environmental Conservation rNOTICE v The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. Regional Permit Administrator Permit Number "' �aDo� — _0�N vv. P�AC Expiration Date 913oI o07 NOTE: This notice is NOT a permit ► NEW YORK STATE DEPARTMENT OF ENVIRONMEPJTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE -02919/00001 September 4, 2002 FACILITY/PROGRAM NUMBER(S) EXPIRATION DATE(S) PERMIT Under the Environmental September 30, 2007 Conservation Law TYPE OF PERMIT■ New ❑ Renewal ❑ Modification❑Permit to Construct ❑ Permit to Operate ❑ Article 15,Title 5: Protection of Waters ❑ Article 17, Titles 7, 8: SPDES ❑ Article 27,Title 9; 6NYCRR 373: Hazardous Waste Management ❑ Article 15,Title 15: Water Supply ❑ Article 19:Air Pollution Control ❑ Article 34: Coastal Erosion ❑ Article 15, Title 15:Water Transport ❑ Article 23,Title 27: Mined Land Management Reclamation ❑ Article 15, Title 15: Long Island Wells ❑ Article 36: Floodplain Management ❑ Article 24: Freshwater Wetlands ❑ Article 15,Title 27: Wild, Scenic and ❑ Articles 1, 3, 17, 19, 27, 37; 6NYCRR Recreational Rivers ■ Article 25:.Tidal Wetlands 380: Radiation Control ❑ 6NYCRR 608:Water Quality Certification ❑ Article 27,Title 7; 6NYCRR 360: Solid Waste Management PERMIT ISSUED TO TELEPHONE NUMBER Ernest H. Schneider 631 734-5653 ADDRESS OF PERMITTEE 915 Lakeside Drive North, Southold, NY 11971-2014 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Land Use Ecological Services, Inc., 2576 Sound Avenue, Baiting Hollow, NY 631 727-2400 NAME AND ADDRESS OF PROJECT/FACILITY Ernest Schneiderro ert , 915 Lakeside Drive North, Southold SCTM #1000-090-04 Lots 5 & 6 . COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Cedar Beach Harbor DESCRIPTION OF AUTHORIZED ACTIVITY: Resubdivide (relocate the dividing lot line) a 2.147 acre parcel into two lots. The first lot, SCTM #1000-090- 04-6, will be 43,956 square feet in area and will contain an existing single family dwelling, septic system and driveway. The second lot, SCTM #1000-090-04-5, will be 49,591 square feet in area and will be developed with up to 400 cubic yards of upland fill, a new single family dwelling with decking, septic system and gravel driveway. All work must be done as shown on the May 7, 2001 survey by Stanley Isaksen, last revised June 24, 2002 and stamped "NYSDEC approved 9/3/02." By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Region 1 Headquarters George W. Hammarth DMG Bldg. #40, SUNY, St ny Brook, NY 11790-2356 AUTHORIZED SIGNATURE DATE Page 1 of 4 September 4, 2002 ' NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 1. To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 50 linear feet landward of the tidal wetland boundary. 2. A row of staked hay bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 50 linear feet from the tidal wetland boundary, or as per NYSDEC approved plan, at commencement of regulated activities and remain in place until project is completed and all disturbed areas stabilized with vegetation. 3. Roof runoff shall be directed to drywells a minimum of 100 feet landward of the tidal wetland boundary for immediate on-site recharge. 4. Driveways and parking areas shall be constructed of pervious material. 5. All fill shall consist of"clean" sand, gravel, or soil (not asphalt, fiyash, broken concrete or demolition debris). 6. The storage of construction equipment and materials shall be confined to within the project work site and or upland areas greater than 75 linear feet from the tidal wetland boundary. 7. During construction, concrete or leachate shall not escape or be discharged, nor shall washings from transit mix trucks, mixers, or other devices enter tidal wetlands and or protected buffer areas. 8. Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands and or protected buffer areas. 9. There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activity. 10. All areas of soil disturbance resulting from this project shall be stabilized immediately following project completion or prior to permit expiration, whichever comes first. The approved methodologies are as follows: a. Stabilization of the entire disturbed area with appropriate vegetation (grasses, etc.). 11. The permittee shall incorporate the following language as a notice covenant to the deed: "Regulated tidal wetlands associated with Pleasant Inlet/Cedar Beach Harbor are located at 915 Lakeside Drive North, Southold, Suffolk County Tax Map Number: District 1000, Section 090, Block 04, Lot 05, otherwise known as the properties of The Estate of Jean Schneider and their heirs, assigns, or successors. This property is subject to the provisions of New York State Environmental Conservation Law(ECL)Article 25 or its successor, and the conduct of regulated activities may occur only pursuant to ECL Article 25 if prior approval is given by the New York State Department of Environmental Conservation (NYSDEC) or its successor. Regulated activities include, but are not limited to the erection of any structure(s); excavation; dredging grading and filling; clearing of vegetation; and application of chemicals." This deed covenant shall be recorded with the Clerk of Suffolk County within 90 days of the issuance of this permit. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be sentwithin one calendaryear of the issuance of this permitto:NYSDEC,Regional Manager, Bureau of Marine Habitat Protection, SUNY Building 40, Stony Brook, New York 11790-2356. --F I DEC PERMIT NUMBER PAGE 4 of 4 1-4738-02919/00001 ' NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION r NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents("DEC")for all claims,suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of-way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAIDA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System(SPDES), Hazardous Waste Management Facilities (HWMF), major Air Pollution Control (APC) and Solid Waste Management Facilities (SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, Region 1, SUNY Bldg#40, Stony Brook NY 11790-2356 General Condition 4: Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit in accordance with 6 NYCRR Part 621. The grounds for modification, suspension or revocation include: a) materially false or inaccurate statements in the permit application or supporting papers; b) failure by the permittee to comply with any terms or conditions of the permit; c) exceeding the scope of the project as described in the permit application; d) newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e) noncompliance with previously issued permit conditions,orders of the commissioner,any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. DEC PERMIT NUMBER 1-4738-02919/00001 PAGE 2 OF 4 ' NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 (TITLE 5), 24, 25, 34 AND 6NYCRR PART 608 ' ( TIDAL WETLANDS) 1. If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work,obstructions,or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State,and to such extent and in such time and manneras the Departmentof Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 2. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 3. Granting of this permit does not relieve the applicant of the responsibility of obtaining any other permission, consent or approval from the U.S.Army Corps of Engineers, U.S. Coast Guard, New York State Office of General Services or local government which may be required. 4. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 5. Any material dredged in the conduct of the work herein permitted shall be removed evenly, without leaving large refuse piles, ridges across the bed of a waterway or floodplain or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. 6. There shall be no unreasonable interference with navigation by the work herein authorized. 7. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. S. If granted under 6NYCRR Part 608,the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301, 302, 303, 306 and 307 of the Clean Water Act of 1977(PL 95-217)provided that all of the conditions listed herein are met. 9. At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work and, if required, a survey. 10. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved plans were prepared by_ DEC PERMIT NUMBER PAGE 3 OF 4 1-4738-02919/00001 New York State Department of Environmental Conservation Division of Environmental Permits Building 40 - SUNY, Stony Brook, New York 11790-2356 Telephone (631) 444-0365 Am Facsimile (631) 444-0360 OWN Erin M. Crotty Commissioner AMENDMENT TO PERMIT Date: February 19, 2003 Ernest H. Schneider Re: Permit No. & Location: 915 Lakeside Drive North Southold, New York 11971-2014 1-4738-02919/00001 Schneider Property 915 Lakeside Drive North, Southold SCTM No. 100-090-4-5 Dear Mr. Schneider: Your recent request to modify the above permit has been reviewed pursuant to 6NYCRR, Part 621. It has been determined that the proposed modification will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore, the permit is amended to authorize the construction of a single family dwelling, decks, stairways, balcony, septic system, gravel driveway, and the placement of 400 cubic yards of upland fill. All work shall be done in accordance with the attached survey prepared by Stanley J. Isaksen, Jr. last revised on 12/2/02 and stamped NYSDEC approved on 2/19/03. This letter is an amendment to the original permit and, as such, shall be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the original permit. Very truly yours, call A4-y.' George W. Hammarth Permit Administrator DMG cc: Land Use Ecological Services, Inc. Bureau of Marine Habitat Protection, NYSDEC File JAMES J. DEERKOSKI, P.E. 260 Dccr Drivc , 2 '. a0f SOUTyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL 9t ; [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Cwt¢_ k , DATE / l �� - as INSPECTOR�� JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Town of Southold Rc: Second Foundation Inspection Ernest Schneider 1075 Lakeside Dr. Southold, NY 11971 Permit# 298142 To Whom It May Concern: This letter certifies that a second foundation inspection was preformed on the above mentioned property and was all done correctly and meet all state and local building codes. Any questions please feel free to call. OF NEW", OF' Sincerely Sincerely <; 1 �1 yir Jauisy_J. ISe koski P.E. v fit-n C'c' - 15 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-5506 'ro: Town of Southold Re: Strapping Inspection Schneider 1015 Lakeside Dr. Southold, NY Pennit #29814 To Whom It May Concern: This letter certifies that all wind strapping on die above mentioned project is in tact, and meets all state and local building codes. Any questions please reel free to call. kV "ncercly ti+ n y (Pt James Dcc r o. ` P E. 6. U726Z 9��'FectoN JAMESJ. DEERKOSKI, P.E. �._ . 260 Deer Drive kr , Mattituck, N.Y. 11952 (631) 298-7116 L( -�`_� iwii o1 Southold Re: Insulation Inspection Schneider 1015 Lakeside Dr. Southold, NY 11971 Permit# 298142 To Whom It May Concern: An Insulation Inspection was prefonned at the above mentioned property, all insulation was installed as per Plan and meets all State and local Building Codes. Any questions please feel free to call. MEby :ikercly J ERf0 f 8 a: JamesJ. Derck i RE. q 'FESSIO P� JAMF.SJ. DEERKOSKI, RE- 260 Deer Drive Mattituck, N.Y. 119.52 (630 298-7116 To: Town of Southold Re: Strapping/Fratning/Plumbing Inspection Schneider 1015 Lakeside Dr. Southold, NY 11971 Permit# 29814 To Whom It May Concern: This letter certifies that all wind strapping on the above mentioned project is in tact, and meets all state and local building codes. A Fraining/Plumbing Inspection was also Perlormed on this Stnicture, and all framing and Plumbing was done correctly and also meets all state and local building codes. A pressure test was also performed on the waste/water plumbing systems. Any questions please lcel free to call. incercly S8 \ 7 J )es J et$oski P.E. t�O stei LX2005�� _r- ` nLD��.DfP ! 'I INNS�F SC=�ff t D • ' ;713'jJtT'f4 T. T.ERRY I i- cu+n.�..' Tn„n H:dl. 53(1"5 1,1am It TOWN CLERS{ ”' r o n„r 117p tf' wul6uld. Nc„, lurk I Irl l.. I1EGI SFRN7 OF VITAL STAll51T6 y� ' lL� � � � Fac (Sloe )6S.IR21 MARRIAGE OrFICFR - •._!:�O/ y`�O, TdcRhunc l C I l, 71,5 1 N( ftECOROS MANAGEMENT OFFICER 11 _ FREEDOM OF INFORMATION OFFICER 'A OFFICE OF TIrE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of the Code of the Town of Southold: "Floodplain Development Permit Application” [ FDP(93 ) 1 , and "Certificate of Compliance for Development in Special Flood Hazard Area [C/C(93) ] . Ifr —_— V ; J TOWN OF SOJ-,�i.iOLD Judith T - Terry Southold Town Clerk August 25 , 1993 APPLICATION a PAGE I of 4 -- TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1: GENERAL PROVISIONS (APPLICANT to read and siMI 1. No work may start until a permit is issued. I The permit may be revoked if any false statements are made herein_ 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO TH� BEST OF MY VLEDGE, TRUE AND ACCURATE. r (APPLICANTS SIGNATU Ip DATE ' SECTION 2: PROPOSED DEVELOPMENT (To be completed by APPLICAINM NAME ADDRESS TELEPHONE APPLICANT F,pN�3i.S0eM-7i> t-K d?U, 80( 19s-0 Sriui&L, My 23y-Sl BUILDER ENGINEER Q,3 KT ST S qtr L� PROJECT LOCATION: To avoid delay in processing the appbwtioo, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A sketcb attached to this application showing the project location would be helpful. FDP(93 ) APPLICATION _ PAGE ? OF 4 DESCRIPTION OF WORK (Check all appbcable boxes) A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE New Structure I� Residential (1-4 Family) Addition ❑ Residential (More, than 4 Family) ❑ Alteration ❑ Non-residential (Floodproofmg? O Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolition R ❑ Manufactured (Mobile) Home (lo Manu- 0 Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: RQ Fill ❑ Mining ❑ Drilling Grading O Excavation (Except for Structural Development Checked Above) 0 Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements (Including Culvert Work) ❑ Road, Street or Bridge Construction ❑ Subdivision (New or Expansion) ❑ Individual Water or Sewcr System ❑ Other (Please Specify) ompleting SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposcd development is located on FIRM Panel No. Dated The Proposed Development: ❑ Is NOT located in a Special Flood Hazard Area (Notify the applicant that the appGcatiou review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Arca. FIRM zone designation is 100-Year flood elevation al the site is:- Ft. NGVD (MSL) ❑ Urinvailablc ❑ The proposcd development is located to a floodway. FBFm Panel No, Dated El 5cc Scction a (or additional iosirucncrs_ SIGNED DATE i APPLICATION # PAGE J OF 4 SECTION 4 ADDITIONAL INFORMATION REOUI2ED fTo he comnlctcd by LOCAL ADMINISTRATp21 The applicant must submit (he documents checked below before the application can be processed' ❑ A silt plan shovnng Inc location of all cxining structureS, water hodies, adjacent roads, lot dimensions and proposed development. ❑Development plans,drawn to scale, and specifications, including where applicable: details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the fust floor, dctaifs of floodproofmg of utilities located below the fust floor and details of enclosures below the fust floor. Also ❑Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). O Plats showing the extent of watercourse relocation and/or landform alterations. ❑Top of new Cull elevation Ft. NGVD (MSL). Q Floodproofmg protection level (non-residential only) Ft:NGVD (MSL). For floodproofed structures, applicant must attach certification from registered engineer or architect. Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. D Other: SECTION 5• PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A. O Is B. O Is not in conformance with provisions of Local Law R 19 . The permit is issued subject to the conditions attached to and made part of (his permit- SIC,NE D ermit.SIGNED , DATE If BOX A is checked, (he Local Administrator may issue a Dcvelopmen( Permit upon paym.eut of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of dcGcicncics. Applicant may revise and resubmit an apphcalion to the Local Administrator or may request a hear'mg from the Board of Appeals. • APPLICATION a _ PAGF4OFI APPEALS: Appealed to Board of Appeals? ❑ Ycs O No Hearing date: Appeals Board Decision -- Approved? O Yes O No Conditions SECTION 6: AS•DUILT ELEVATIONS (To be submitted by APPLICANT before Certibcate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a Bcemed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As•Budt) Elevation of the top of the lowest floor, including basement (in Coastal Hi¢h Hazard Areas, bottom of lowest structural member of the lowest Boor, excluding piling and columns) is: FI. NGVD (MSL). L Actual (As-Built) Elevation of Boodproofmg protection is FI'. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7: COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based ou inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICLENCIES? E YES ❑ NO SECTION g: CERTIFICATE OF OMPLIAN E(To be completed by LOCAL ADMiNISTRATORI Certificate of Compliance issued: DATE--- BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING Cl EXISTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A_ OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW #_, 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC (93 ) Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release Ic Data filename:E:\energy\schneider,somhold.eck TITLE: Schneider residence COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non-Electric DATE: 10/09/03 DATE OF PLANS: 10-3-03 PROJECT INFORMATION: Southold,NY COMPLIANCE:Passes Maximum UA=479 Your Home=475 0.8%Better Than Code Gross Glaring Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1427 38.0 0.0 43 Wall 1: Wood Frame, 16"o.c. 2860 19.0 0.0 126 Door 1: Glass 317 0.3.50 111 Window 1: Wood Frame, Double Pane with Low-E 450 0.350 158 Floor 1: All-Wood Joist/Truss, Over Unconditioned Space 1427 38.0 OA 37 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. Builder/Designer _. Date ,•�a4 VO MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc DATE: 10/09/03 TITLE: Schneider residence Bldg. Dept. I Use Ceilings: [ ] 1. Ceiling I: Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: I Above-Grade Walls: I I 1. Wall 1: Wood Frame, 16" o.c.,R-19.0 cavity insulation Comments: Windows: [ ] I I. Window 1: Wood Frame,Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: [ ] I 1. Door 1: Glass, U-factor: 0.350 #Panes_Frame Type Thermal Break? [ I Yes [ ] No Comments: I Floors: l I 1. Floor 1: All-Wood Joist/Truss,Over Unconditioned Space,R-38.0 cavity insulation Comments: I Air Leakage: ( ] Joints, penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ 1 I Materials and equipment must be installed in accordance with the manufacturer's installation instructions [ 1 Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ 1 Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: I ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. ( I I Return ducts in unconditioned attics or outside the building must be insulated to R-4. r � I I Supply ducts in unconditioned spaces must be insulated to R-S. I J Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Duct tape is not permitted. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. 1 Cooling ducts with exterior insulation must be covered with a vapor retarder. I I Air filters are required in the return air system. f I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: l 1 Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: l 1 Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of Neu, York State,the Residential Code of New York State or the Neiv York City Building Code,as applicable. I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heal trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. I 1 Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: l 1 Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table /: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) UD to 1, Up to 1.25' 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Ll Range F 2"Runouts 1"and Less 1.25' to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 10/16/03 Receipt#: 361 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#: 361 Total Paid: $10.00 i V J Name: Schneider, Ernest H. 915 Lakeside Dr N Southold, NY 11971 Clerk ID: LINDAC Intemal ID:82909 A jhkh� BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: 10 /1;- /03 APPLICANT, C_;�,>�t � ,�, f DATE SUBMITTED: i o/jam /03 SCTM#DISTRICT: 1,000, SECTION: cAo ,BLOCK: 4 , LOT: SUBDIVISION: C,e�S�Q ADDRESS: iof�5 UAlce_s:i6e "Do-CITY: ZONINGDISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- ,INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LATS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83 REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. �>� ACT. LOT COV. REQ. FRONT yy PROP. FRONT ✓ REQ SIDE isJ,15- ACT. SIDE REQ. REAR PROP. REAR ,/ REQ. HEIGHT PROP. HEIGHT .� PROJECT DESCRIPTION: �inc4��amilU'�u,�44�tiva, wi f-Uh PtbM ESTIMATED PROJECT COST: ARCM=15T/ENGINEER: � WATER FRONT? LI OS DESCRIPTION: nh6 PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: a or NO, (BED#): :!) DTE: 10 / / 3 PERMIT#: Rio-o3-�,�� TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEC 9/1/7 or NO ✓ DTE: Q /4 / a PERMIT#: SOUTHOLD TOWN TRUSTEES: or NO DTE:is /air/o PERMIT#: �f74 TOWN ZONING BOARD APPROVAL:(0 or NO / DTE: 71-/►o / 3 PERMIT#: n,4S TOWN PLAN. BOARD APPROVAL: YES or(g) DTE / / PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2){_Ror NO NOTES: 4 FEE STRUCTURE: FOUNDATION: I SF FIRST FLOOR: -;L OS!� SF SECOND FLOOR: I 1�3o SF OTHER: _SF INIT OTHER TOTAL TOTAL: 10 SF FEE FEE FEE 1. ( -rf 10 SF)- ( VD SF)= �SF X $.3 =$ 1 +$—L +$IOy =$ 1601 2. ( SF)- ( SF)= SFX $ =$ +$ +$ = $ 3. ( SF)- ( SF)= SFX$ =$ +$ +$ = $ FINAL TOTAL: $ /��� NEW YORK STATE CO E COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESI CRITERIA: Ground Snow Load:45 Wi Speed: 120MPH Seismic Design Category:B Weathering: Severe st Depth:36" Termite:M-H Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERS CRIPTIVE ��, A FULL FRAMING DESIGN ELEMEN'P�N HEADERS:Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONCr/N LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMEN1<0N EGRESS 5.7 S.F.:Y/N v LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE-.'ON MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM:-bN LOCATION OF FIRE PROTECTION EQUIPMENT /N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS:&N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) s r _ �7ET,D INSY MON BOORT DAIE c \ a FOUNDATION(1ST) C m FOUNDATION(ZND) o z LL 0 ROUGH FRAMING YLIIMI3DIG 1N6IILATION PER N.Y. «3 STATE ENERGY CODE - ¢" FINAL r /7s ADDInONAL COMB XM 0 z m cC Gs S S(F efr, 9UTA'PZ 0 AAoT on 1 9.1 1 �O v 17 x O � w � d e� 4 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying'? TOWN HALL Board of Health_ SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey _ www. northfork.net/Southold/ PERMIT NO. Y/y Check Septic Form _ N.Y.S.D.E.C. Trustees Examined 1� /G 20 3 Contact: Approved fl 20__5_ Mail to: Disapproved we Phone: 73 Expiration t L ,20 d' g I e APPLICATION FOR BUILDING PERMIT y Date° / 20 0--S INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulati s, and to admit authorized inspectors on premises and in building for necessary inspections. ,�. (Signature of ph t or name, if a corporation) 1�0t 34�xj� (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (Aso e 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 prytosed w wi 1 be done: House Number Street Hamlet County Tax Map No. 1000 Section / 00 Block 0( � WORM. Ing 10 Subdivision Filed Map No. a t2 SS a (Name) 2. State existing use and occupancy of premises and intendg4 use and occupancy of proposed construction: a. Existing use and occupancy Q C-@ —• /q/�.µ b. Intended use and occupancy__F- a6,u (�(,y{ 3. Nature of work (check which applicable): New BuildingAddition Alteration Repair _Removal Demolition Other Work (Description) 4. Estimated Cost_ Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units___JNumber of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations_ or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front t/ S Rear `/ Depth 3 / Height Number of Stories &- , 9. Size of lot: Front Rear Depth 10. Date of Purchase D 3 Name of Former Owner 0-� 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO—K 13. Will lot be re-graded? YES_NO—Will excess fill be removed from premises? Y S NO 14. Names of Owner of remise °1 dress U o C ISS 0 Eo.73 Y'63S 3 Name of Architect i Addressdb Ih Phone No 6$ Name of Contractor Address ` Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_�__NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF SZ--A/At E-1 n t--k being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the 066 AI" (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sw tQ before me this day of 6C200 / lrr,-f�� Ni(2�ary Public a re of Applicant 90MMEI.00RDlN 110MPobIR,no011111wNrt No,01006095328,ipolelt 0 w V Term Expire luy 7.28 . T/ SlJRVFY OF GUARAN[FES INDICA TFO HERE ON SHALL RI/N -J ONLY TO THE PERSON FOR WHOM THE SURVEY �_•15 PREPARED, AND ON HIS BEHALF TO ME LOTS P/0 74, 75& PCO 76 TITLE COMPANY, GOVERNMENTAL AGENCY, r LENDING INSTITUTION, IF LISTED HEREON, AND IN TO THE ASSIGNEES OF THE LENDING INSTTUTION_ F NE ADDITIONAL INsniunoN OTRARSs BS QUE�NT OWNERS � O MAP OF CEDAR BEACH PARK � �O SAF y0. UNAUTHORIZED ALTERATION OR ADD177ON TO THIS S1 TUA TE r SURVEY IS A VIOLATION OF SECTION 7209 OF %. J Q THE NEW YORK STATE EDUCATION LAW / FD BA YI/IEW, r w C/ GM TOWN OF SOUTHOLD i z HE LAND SURVEYORS EMBOSSEDr SEAL SHALL COPY, SUFFOLK COUNTY, N. Y n ' '10, 05251 NOT BE CONSIDERED TO BE A VALID TRUE \ 9�FE$S1ONp. FM J/ 90 C T•• FILED DEC. 20, 1927 TEST HOLE DATA PERFORMED BY McDONALD GEOSCIENCE / /\ 24 MAY, 2001 - C/ �\ TEST "/O cOT 74 EXIST GRADE 7 0 \V/ \ HOLE N 3• / � _ 1• DARK BROWN SANDY LOAM OL O Q \ 38' ,1 1" \ I BROWN LOAMY SAND SM `/ SDP �(y p \�� \ � I ( I 4' V y \� \ 8'X45" DECK BROWN FINE SAND SP �• \\ \ V N SECOND LEVE' l q? 0 288. 70, 6 BROWN FINE TO COARSE SAND SW Q- A �� ,o En7i�CP/ `°p� C� \ "I 3 , I do 0.9' WATER 1N BROWN FINE TO COARSE SAND SW Q \\\ `�p ,`G i7 2���'� o LOT 074 BALCONY �POQ V� \PL7G �� is o q �F o SECOND LE EL n I2 8 FOR SCDHS USE ONLY P s pyo` syfi>a r F �O Oy , R.TIE h-V F�� ooF ETAING WALL PROPOSED _ OK SEPTIC SEPTIC aL TANK Prjv DRIVE'NA' �- 7 T� PROPOSED Y- {Q LOT EXPANSION F7 G4- 70 0-090-04-05 / h PROPOSED AR A= 4 59 AES BUFFER w C ' Q: ZONED R-40 U, ELEVATIONS SHOWN ARE IN :. ALL LANDS SHOWN HEREON ARE �� !o� /4 1929 NGVD. FLOOD ZONE AE (EL- 8 ) AS PER FEMA MAP # J670JC0767G NUMBER 0'y �O EG t, 360873 DATED MAY 4, 1998 L D USE o , SURVEYED 7 MAY 2001 GUARANTEED TO BY WATER UPDATED 10 JUNE 2003 1, ERNEST SCHNEIDER - N " COMMONWEALTH LAND TITLE INS. CO. �O SCALE 1"=40' { PLEASANT l NL E T SURVEYED BY r'v STANLEY J ISAKSEN, JR. O •-, FIRST FL EL. 176 P.O. B X 294 - ' GRADE El. 8 I HEREBY CE DFY AT THE WATER SUPPLY(S) AND/OR SEWAGE DISPOSAL NEW .. 4FOLK N Y 1 1956 'r INV INV. INV. IN SYSTEMS F THIS P O✓ECT WERE DESIGNED BY ME OR UNDER MY DIREC77ON 6.31— .54-58 5 l- 89 8.0 7S 6. BASED UPO A CA A£ L THROUGH STUDY OF THE SOIFSITE AND GROUND -__—. --- ----- �3' WATER CON DONS, AL OTS PROPOSED CONFORM TO THE SUFFOLK COUNTY DEPARTMENT F NEAL SERVICE CONSTRUCTION STANDARDS IN EFFECT AS OF 1000 CAL, E CESSPOOLS (5) 8" D,¢ THIS DATE 1GEPJSE ND UR OR SEPTIC TANK NYS LT 0. 49273 HIGHEST EXPECTED GROUN 15w M vc r s c .la AD �."r"9'/ O 1 C 1009R 12 6Ji-]65-T9 GUARANTEES INDICATED HERE ON SHALL RUN SURVEY OF IS P To THEED. PERSON FOR BEHALF THE THE P/0 LOT 74,LOT 75, & P/0 LOT 76 IS PREPARED. AND VE HIS BEHALF N THE TITLE COMPANY, GOVERNMENTAL AGENCY, O LENDING INSTITUTION, IF LISTED HEREON. AND �� IN TO THE ASSIGNEESGNELS OF THE LENDING WSI)NTION - GUARANTEES I ARE NOT TRANSFERABLE AMAP OF CEDAR BEACH PARK ADDITIONAL NSTINTIONS OR SUBSEQUENT OWNERS !y SITUATE UNAUTHORIZED ALTERATION OR ADDITION TO THIS OO SO UTHOLD, TOWN OF SO UTH O LD SURVEY ISA NOSECTION OF THE NEW YORK STATE TA1E EDUCAPON LAW -� SUFFOLK COUNTY, N.Y. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT HE CONSIDERED To BE a vau0 TRUE COPY SURVEYED FOR: ERNEST SCHNEIDER FM# 90 DATE FILED DEC. 20, 1927 5' $3,� N-F GWANO O� $'17 "E TM# 1000-090-04-005.1 0) o"707' y 288.70' 6 O N O N I���CI Q) v Zoo '2 O f* h mo ��° o m (� A m O n o � $ GAFAGE ENTRPNCE V!'� 2 � rs V p� N ^NN o Ssl � p vye � I/1 H, h y .h h OCL y ryb 0 v33R 36 93 43"W h���o Q� l 5 6 . 87'02'41 IN SURVEYED: 22 NOVEMBER 2001 46 16.97' S 81.57'21„W 46.81' J SCALE 1"= 40' 767O 55"W 41 6wArER uNE AREA = 49,590 S.F. OR 1.138 ACRES SURVEYED BY STANLEY J. ISAKSEN, JR. P.O. BOX 294 NEW SU FOLK. N.Y. 11956 631 —7 —5835 GUARANTEED TO, ERNEST �CHNEIDER ENSED LAN SURV 'OR 1. 22 NOV 04 LOCATE POUR?D CONCRCTE 1 OUNnA71ON THIS DATE. NYS Lic. NO. 4927 i U 1(.1 009 - I GUARANTEES INDICATED HERE ON SHALL RUN SURVEY OF OHLYTOTHE PERS ON FOR YL 70IIHE VEY P/O LOT 74,LOT 75, & P/0 LOT 76 IS PREPARED,ANOOIAHAS BEIGLLFTOTHE LMLE EAiDMMPANY,,GOVERNMENFALAGEOIY O TO THEGINST/IEE ON.IFLISTEDNE5 AhSr ND IN TO TNEASS/GNEES OFTHE LEND/NG M5TlNTION MAP OF CEDAR BEACH PARK GUARANI NS INOTTRANSPERAB(ETO / ^ i I ADORIQVAL NSTIMbNS OR SUBSEQUENT OWNERS. 'LG I..... SITUATE SUR"IR�D^`> O°NOTIOAl2 �a - SOUTHOLD, TOWN OF SOUTHOLD SURVEY/S A VIOI ATgN OF SECTroN TX 18 OF THE NEWYCRKSTATEEDUCATIONLAW. a�L �' ` SUFFOLK COUNTY, N.Y. COPIES OFTMS SURVEYMAPNOTSEARANG THELANOSURVEYORSEMSOSSEDSEALSHALL NOT BE CONSIDERED TO BE A VAL/D TRUE COPY SURVEYED FOR: ERNEST SCHNEIDER A �� AI FM# 90 p9_ DATE FILED DEC. 20, 1927 PIPE N/F GRgpIANO 83'38'7 7 "E TM# 1000-090-04-005.1 1) ELEoCTRIC S �-YY oPO ry' PANEL m •o FOR SCDHS USE ONLY ) h N 288.70' A 5 CES SEPTIC^ v c+O oc� SPOOGS TANK Iss 6� O N Z h O p �oaY n w n Y 0 0 RE IDENCE WOOD DECK MNN SECOND N WOOD DECKS (2) SECCONN D FLOORO 0 2 O L7 WOOD N p 1 Nm?E W f STEPS AO AGE 0o C 1) o ONOER fn - I -� C Iv ) ti N i pQ, CONSTRUCTION 2J. 0�JSN J• N ar ps 03 N 14 I � i 685659 j S42435 G1 y H 4, 5 8T 41'W 4E.81' y. 48 16.97" S 81-57'21"N' 5 76 p6 55"� 41 6 WATER LINE SURVEYED: 22 NOVEMBER 2001 SURVEYED BY SCALE 1"= 40' STANLEY J. ISAKSEN, JR. P.O. BOX X94 AREA = 49,590 S.F. NEW SUFE LK. N.Y. 11956 GUARANTEED 10: 1,1380 ACRES 6.31 -734 587)5 ERNEST SCHNEIDER 2, 23 SER Os FINAL uRVFY_ L EN SED ND I_ EYOR 1. 22 NOV 04 1 OCAIe POURED cuNCKE IE II)UNNANON IHIti DAIS. Y? Lir GENERAL CONSTRUCIM NOTES Nailing SchedulA for lateral and shear connection requirements in Exposure-6&C 20. Glazed opeoioge to wind-borne debris region(arca 22. Design Load Information: I Number of nail spacing \ 1. All work shag conform to the 2002 Residential code of 10. No backflll shut[he placed against the foundation walls within hurricane prone region within one mile of the % Ground show load: 45 psi Description NEW YORK STATE, Local BuNing, Zoning& The until first floor framing is in piece or brace foundation coastal mem high water line where basic wind speed is b. Rooms other than sleeping; LL-40 per and outer third of Common nails span only 110(mph) 120(mph) New York State Energy Conservation Construction 11. Double joists under parallel partition and under 110 miles per hour or greater or 120 miles per hour,shall DIFIOpsf ROOF FRAMING Code. ALL CODES shall supersede drawings and shag whirlpools. Double home around all openings in floor meet the requirements of the large missile test of ASTM c. Sleeping ro xd: LL-30 par and DL=IOpsf >< _ Rafter to top plate (toe-nailed) 4-8d 4-8d per railer be incorporated Into drawings whether they arc and root frvming. E 1996 and of ASTM E 1886 referenced therein. it. Root! LL-30psf and DL-10 pof ceiling joist to top plate (toe-nailed) 4-8d 4-8tl per joist "\ h lap Ceiling joists to parallel reflex(face-nailed) 7-18tl 8-18d each Indicated on the plum or not. 12. Meal Oohing shall M provided were concrete abuts (8301.2.1.2) e. Roof with cetbedrui ceiling LIr30pef and ceiling Inlets laps over partitions (face-nail) 7-ted 8-16d each lap 2. The rctereoce standard that was utilized In the design of wood,and were decks abut house framing. a. Exception: Wood structural panels with■ DL=15pst 1/a Joist �((�/ j I Collar tie to rafter(lace-nail) 3-8d 4-8d per lie the structure is the American Forest& Paper Association 13. Jobts hangers required at all flush structural load minimum Thickness of 7/16 Inch and a maximum f, Decks& exterior balconies: LL-60psf and depth, Max. ' - r . Blocking to rafter(toe-nail) 2-8d 2-8d each end (AFAPA)wood frame construction manual for one-and bearing conditions. Stand of 8 feet shall be permitted for opening DL-10psf 1/3 Jolet2"Min. / I> Rim Board to rafter(end nailed) 2-16d 2-16d each end two fondly dwellings 1995 high wind edition(80{-890. 14. AQ habitable room shag be provided with aggregate protection. Pmeb shall be precut to cover the g. Guardrails and bmdra0s: LL-200pef - depth, Man. 1/3 Jolst - h-I Rafters to ridge, valley or hip (toe-nail) 4-16d 4-16d per rafter 7732 THIS MANUAL shall be Incorporated into the glazing of �Muinrum of 8% of the floor am of that glazed openingto with Attachment hardware h. Attic without storage: LL-10 per and DL a 10psf depth,Mex. ' Rafters to ridge, valley or hip(face-nail 3-16d 3-16d per rafter L r'W a all ( \ 1/6 total drawings whether they are ipolealed on the plain or hot. room The minimum operable arca(ventilation)shall M provkltd.Attuchnent shall M provided as I. Attie with storage: LIr20psf and DL=lOpsf ' depth,max. WALL FRAMING 3. Written dimensions shall take precedence over scaled provided at a minimum of 4% follows; To late to to late (face-nailed) 2-16d 2-16d perfect J. Seismic deign category C Fisp re 3.2a Solid awn joist "drafter notchingand boring limits p P P p dimension. 15. All door and window headers to M 2-2x10 unless voted Table 1609.L4 k. 3-second ��//1� Top plates al intersections(face-nailed) 2-16d 4-16d joints-each side 4. The contractor prior to start of construction shall verify otherwise. Ferner Schedule for wood pkwood panel: design gat wind speed of 120 mph. V/ Z Stud to stud (face-nailed) 2-i Bd 12-1 6d 24"on cooler Heatley to header(face-nailed) 16d 16tl 18"o.c along edges all dimensions,existing or new and be responsible for 16. Van[dryer to exterior and bathrooms shall have Fastener Papel spay Panel span Panel&pap (j, It Top and bottom pale to stud 2-16d 2-16d per stud & Ylx Id fit. mechanical ventilation where no window is provided on T less than/ less then/ less Thant/ i Bottom plate to floor Joist, band joist 2-16d 2-i8d per fool S. All electrical and plumbing shaft conform to all Shote; separate switch. Equal to 4' equal to 6' equal to 8' ENERGY NOTES O Iedd­ Built-up corner studs 10d 10d 24"on center local,county codes,and shall be imported and approved 17. Guardrails arc required where the difference in grade is ��-- BuI -up girders and beams, 2-inch lumber layers 10d 10d V aoxm°v+a_ ^� _ 1 Nail each layer el 32'on center at top and bottom by the governing agencies. General contractor shall be more than 30 Inches and openings in guardrails to be 4" 21/2"86 wood l6" 12" 9" 1. The Architect certifies that to the Mat of his knowledge, Z And stagger nails.Two nails at each end and at each splice responsible for all ImtaWtiom,materials,design,eta (looked) maximum. Headings are required on stain with Screws or 10d ballet and professional judgement,the drawings are in W one.,an°, ` ^I•'°°°••s+•" 6. AQ footings shall bear on virgin, undisturbed Sall with a 2 or more risen. (8316.1) nails compliance to the MECcheck report for fhe New York J Z •.° .er j ,um.eb,a.,°, FLOOR FRAMING minimum bearing capacity of 1-ton per square foot. 18. Swathe Wawa; Shaft M provided to each Beeping room, 21/1 f18 wood 16" 16" 12" Shote Energy Conservation Construction Code egecNve Z 0.e `arae lel°moa.t., Joist to sill, top plate or girder(Toe-nail) 4-8d 4-8d Per joist 7. Poured io tsee concrete shill have an ultimate outside of each fie ante eke {o area in the immediate -stud °1"•I.sunt .dna 2-Bd 2-Bd each end P p p & Screws July 3,2002. �1 o,.sl,Stud Bridging to joist (Toe-nail) compressive strength 28 days of except vicinity of the bedrooms uxl on each oto of the Blocking to joist (Toe-nail) 2-8d 2-8d each end P in Y ps4 P ty story This table b based on■maximum wind Spred(3-xcond gall 2. .411 HVAC Systeme shall meet the NYS Energy Code. It W -rmr. Blacking to sill or top plate (Toe-nail) 3-16d 3-16d each block exposed slabs,garage slabs and steps shall be 3500 ped. dwelling, including basement and cello s. Alarms shall be of a 130 mph and a 33-foot mean roof height. shag be the responsibility of the General Contractor to �r U ` [-- -! �nm.•fie• g p ( ) (R402.2)Concrete shall conform to the total ACI interconnected and hardwired to a comulercial source. . Peritoneum shelf be installed at opposing ends of the wood submit the Design and drawings of the mechanical Z, Ledger std to Beam Face-nail 3-i8d 3-76d each lois) _ - Joist on ledger to beam (Toe-nail) 3-8d 3-8d per joist Standards. WHENEVER an&iteration,addition or conversion is structural panels. systema stamped and sealed by a prokaional engineer if W le-du Band Joist to Joist(End-nail) 3-16d 3-16d per joist 8. Joist and Rafter Framing lumber shell be DOUG-FIR 82 made to an existing residence,the smoke detection . When Screws are attached to masonry/stucco,they shall be required by the owner or building department. W Band Joist to sill or top plate (Toe-nail) 2-16d 2-16d per foot _ or Miter, E=1.6, Fbm875 psi,repetitive member 1006 psi. system of the entire residence MUST M brought up to attached utilizing vibration resistance anchors having■ 3. AU glace to be double insulated with LOW-E glazing and I FLOOR SHEATHING shall be attached with a minimum of 8d Common nails spaced at a maximum of(t inches on When used a studs to resist wind bade Fb=ll8lpsi code, hardwired and Interconnected.(R317.1.1) minimum ultimate wilhdraw capacity of 490 pounds. a U factor=.35 maximum /�r'��"I panel edges and 12 inches on center in the panel field 9. Basement with habitable space and every sleeping room 19. The Architect&hall hot be In charge or responsible for • The Home Owner Is responsible for attaching the plywood 4. Ali esterb (inent) r doors(incl.Bodemto be idsutoted with q l.&. Flaure 3.2b stud notching and borhla Ilmlb shall have at lent am opeuable emergency escape a the construction phase of this project,and for panels to the windows and dean during a storm. U=.35 maximum and they shag be weather-stripped- ROOF SHEATHING ATTACHMENT REQUIREMENTS q interpreting ng, g Self-closing and In rated doon were required. ._. - follows: Minimum net akar opening of 3.7 S Square,feel) idle retic the construction drawl Building to CODE Self-clm Cot er.�r^,+wooncm+ar Maximum nail spacing for Bid common nails except rade floor openings to be Wedmum net clear and observing the quantity and quality of work 110 (mph) 120 (mph) P 8 Pe gs of 9 fY 9 ty being 21.The architect ha not been refalned for rontroctloo _ Sheathing location' spacing at panel at Intermediate at panel at Intermediate opening of 5.0 square feet.Maximum sill height to be 44 performed. The Architect sbag not here control over or phase of this project{eluding supervision during Edges supports Edges Supports Inches above Hoer. Minim=net clear opening height of charge or and abali not be responsible for the construction,contract administration,iapecdom or Interior Zone 12"o.c. 6' 12' B" 12" 24 inches, minimum mt clear opening width to be 20 construction mem,methods, techniques,and segnences observing the quality slid quantity of the work being UJ Q 18" ox 6' 12" 6" 12" Inches.(R310.1) or procedurxe, performed. •J•. U LLJ 'F N r Perimeter Edge Zone 12"o c 6" 12" 6" 6" Wet 00 JudeL 16"o C. B" 6" 6" 6" WALL SHEATHING ATTACHMENT REQUIREMENTS_ Ther 1llllrMtta►', Maximum nail spacing for 8tl Common nails 1114"x 20 gage-G1B5 _ 110 (mph) 120(mph) 1114' z 20 9a8a , 11/4'x 2g gage gely. Strap with -?-Qd frip �JT'p�� a� Sheathing location spacing et panel at Intermediate at panel at Intermediate galy. Strip with 8-Bd galy Sbap with 6-Bd Common nails in each h Common ' on In each S ?Common " on insac End 18 nEdges suppods Edges Suppods End 18"on center. � o center. ( lJiInterior Zone 12"o c. 6' 12' 6" 12" End ® 16"on center.' Or W each stud. Lep 12" 6" i2• Or ni each studstrap under hottpm of `�Wrap over rafter and sill and neer..50 12 nail each aide.4' Edge Zone 12-o c. 6" 12" 6" 12" - _ useder41 16"o.c 6" 12" 8" 8" - �� •, vowrJ>� 1 For roof and wall sheathing within 4 feel of the perimeter edge of the roar including 4 {set on each side 9Px It f AT AR N 2 It AT Ef ter( S" of the roof peak, the 4-foot perimeter edge zone attachment requirements shall be used. �LAJ 7 NP`I I- -To lett vU Tru��eA i&�' �,I,� Hpy rJ N• _ csqfA„5 3ACUV_ r, 71E5 AT 05••4H It EA geiv. Shap with 8-ltd 11/4" 20 got TYPICAL AN .HOR eD T Common nails in each galy. Shap with j? -8dZVI T/1•s i.,lpsls 1 t %'x 23'Go or 5/8"x 36'w- End 18"on corder. Common nails In each lL.) End ® 18'con center. r minimum embedment of 7"with �- 3"x 3'Square weNter. Hold 12' wrap over rafter and off comers and hold 4'to 12'off nail each side. Wrap over rafter and each end of each sill plate. nail each side. { Roof-to-Wall connection Rafter-to-Ridge connection Foundation-SSI nlafe 4ot-wall connection I No ceiling attached to too plate Roof-to-Wall connection f�� '(` '.►e j ,g F.Xggpygp': Ridge straps are not required Atao 47VJ E N AIL. 4.•( fi,s d lc` 1 or.Ja- t40-4L_" ^eT - " s ALLCOPI'.''" ''`T When COAST ties of nominal 2x4 lumber - 5-1 C2 Fora 3p�.aZ a rEl+.. �2JroJ e-jo I•D 41 5pe••.wS w �Q- I,I,ILJIT- ( MEET THE RE C"_` F TH �g Located In the upper third of the eNic space' 3 el+oe 9PMOFN 1114• x 20 gage G- 11i 60t rlewrloJ And attached to each pair of metiers. 186 gals. Strap with "--� N1 Nail each end of collar lie with 5.8d nails 1114" x 20 gage +-- - 9GG pp�'r�l I. -8d Common nails at +ros4 Ona APPROVfi17+A9•NOT 1B"on center wrap .J Pq I_ To gWv. Strap with 7, Bd .f.W DATE. Io�lc� ach 3 asp g`�-" I antler sill and nail �' A• End 016"Common ils on never, s FEE: IBy: GONTIJLJ0J `2 5 NOTIFY BUILDING O4PARTME A IP Z{ IVJ-Ih'� rrol2 '"r' ^'y'•rp 765-1602 8AM TO 4PM FO THE SPAe_IrJC� Z FOLLOWING INSPEOTIOW- r� - �x'S.LI� 1�4 1. FOUNDATION - TWO REOUI 'i'1 �`jGj2-e,J`7 �iFA t{S - K � FOR POURED CONCRETE 7.J,i,cx ilEaioe ' UmS 2. ROUGH - FRAMING & ING Pa.n To Vie � -- I fo aril , 1, �} 51°E G••PjW E II I -rYf� Ft,ft•�yrS ,.i 'fN15. HrrLA7o1.i1� rf�'+t- ''PP pRFiNRf II II �4 o.v, NPlui, q p EftAh" -- -3. INSULATION fOM1CiJ "� rieRiln `7tDL'e�.lrJ -I - "�b 4. FINAL " CONSTRUCTION M oP- Tua•+e�trt i- PAY wUor� Pte-r'"I Gig (SAN �'E ' ye - 1-1oTGH o.1a.v_ ,FJ IIJCq w So N. T��i IiE COMPLETE FOR C.O. rxr 'I'G v217o'r•I To,V AIJ b 1114" x 20 gage 51 P e-I 2 I ALL CONSTRUCTION SHALL t. ?,Z ei+Ul�-+� gaiv.ComonStrap with "an(,,71 a �y of k4 r it Gq.1 i II�Jf� FLOOb"DAMAGEPREVENTION REQUIREMENTS OFTHECOD OF Hyyt,, 9° .p<.Jld�•Hrar, v"_rrIGAd, 29•q Common nailslneetl7l i0ieic -jdlY('! �• j SOUTHOLD TOWN CODE. YORK STATE. NOT RESPON 10 0100 W ODIp �i?I FPC i-J 6A'f End C 16"on conte'._ ?iC DESIGN OR OONSTRUCTION R pl�ru . _ &I t�f'ra-1 Sl"rc-J f-i-I;'sl2 IJ (S.,It, Z�1'I o, c. E, J. ,I COPIPLY WITH ALL CODES OF � � 12 Ik•rr.. i W IT-1 �- 16ti �a±J VS NEW YORK STATE & TOWN CODES ' ? E'd�LN JcStFy(, AS REQUIRED AND CONDITIONS OFCERTIFICATION z d "iaj T 5 Loan OF rb ctc Foundation-&ill plate-to-wall connection ' Cantilever over first floor Wall-to-Wall connection l �ln SOLMLDTOWNZBA CCUPANCYOR NAILING &CONNECTION ywv/(oS2a°yAlsQrsI ( I Algarage walls SOUTHOLDTOWN PLANNING MIKE IS UNLAWFUL I ol SOUTHOLDTOWNTRUSTS WITHOUT ^ sI "• � � o°*r _N.Ts.DBc u � ra 10-M OF 2 x A (P.A iA-Ffq1.efe Oil I1roP01a �TyWdiea III PLUMBER CERTIFICATION DO NOT PROCEED WITH 0 Cry TO Gf� �AL n�?aO j ON LEAD CONTENT BEFORE FRAMING UNTIL SURVEY �A4•J0^I2AO W� M�Ic ( Oat_lI "-PAIL ONLECERTIFICA CONTENTE OF BEFORE OCCUPANCY OFFOU�NONLOCAppROYEAON �-'� �pIf- rA..Iet, 4 r�'-rFJa2 UPLIFT CONNECTIONS HvJ2 ` LJ lfC �I-i ofsej Some details may not apply to this set of drawings d .. SUPPLY SYSTEM CANNOT tarn Carolinians i e o.a. [mss e,caumx lolrt - - SGN straps; ASTM A56S Grads 33, except W an m SOLDER USED IN WATER lat EXCEED 2110 OF 1%LEAD. ` In contact with concrete use G-185 Galv. Strap. f N a o a�I CERTIFICATE _7 `\ Gehl.End Trans UNDERWRITERS �__��\ .i�� z.1oa Wane - --- - Uplift connection details on SCH-1 indicate uplift connections C-04-,(. STA eery wt REQUIRED _ - �Loor2 n J G> I nJ 6 �� - - In transfer uplift loads from the roof assembly t the foundation. �I fl4OwALL�-- JOISTS •ti"61 L1/�JLS I� ao.au Net]. Ots Install at all bearing location in accordance with the details or Install according to the WFCM,Manual. 12 of- Bit Cooler ock Nnll.al 10".... - - `-BLOCKING The uplift connections for this structure was design under: _ f Out 2"x4"atnelled to each BLOCKING-� 91,011 OL Exposure C category ^^ ;,; ^'� z le PLUMBING nes.d with a-ton 1,au. 1 J - - - In a Ito •m h 3-second gust wind s I Oypeum anortl /" .d dG SECTION A-A p 9 �d /; ." �.`,w .100,Tr .lo.1C ME o ALL PLUMBING WA5TE Using the WFCM 1995 high wind Edition prescdptiva design. I Y)o LJ iw� F.�`� f-Q ' '' n rc•a, ¢ fid 3 &WATER LINES NEED ZO OaL'. 6hnp / / -: 1': ` E COVERING 8d Caesar hall, at 7"a.a. - -" - ---- - - - - -rO 5,r J� rGv� I O 4 l u 1 TESTING BEFORE 10 ad hen. I, y Endwall Shnl. p? '�JEJt-� FSC?Prtlafs ©.r�' h, �G Figura 2.8a Ceiling braoing gable endwall Figure 3.86 Floor bracing endwall - - t I LAI r7f"C"t 12 @RG. RID4E 2 uJ MAIN BUILR REV, Ip 014 21;, 112 140- FLAT D%fSF SfEAT41144 10 qo FormIYALLEY ` MID- HT— IT - - -- RAFTERS 2n c e IG'oc _ _ � R �c QoSTS (BEY°N17)TD 6R4-RID4E Z- 2x8 rk,+ 2.2a E,G'LOA4 Ld FLUSH CANTI L. (0.r1Y0AD) (5t>E PMN) Cglnp,.J rJoTE : $WLD REV, GA5L>r 2ylocJ Ib"oc d �' Ia LH (8"oH NZ F/CATH- C1,4. FIRST. t.J/ 2.3o Ir15�L ' 1, �•Iq M . B . R . LOE-T . Q -C PLYWD. YO JJ � THIS WALL) J YI 4 fYP. OAK RAIL TYF. Dat RAIL w4 '2 x b„ CATS O I Ca 0, O" 0.C, M". Xin V1 ''•; ,� TYP fl- cc o , 2x10'•G ;A SISTER>;D •� 4 ____ - +I ' To 12" TJI , PRov. NEe STIFFENERs G, yM y,L 3s-.61H ` -__ -- m I 1, As ICEO'D. C R;0Z Coa-N'I, 3AtL- _' -- _.� 0 '. SIrr'•- - TmcAIr DECK FOOTING{ L p� N � rJG ENR r _ GREAT RM - �� .. . ,. t� - !o 18 - a -� 24"x 24"poured concrete JJJ - INy' footing down to virgin soil. r TRHaj S OF I 4" x 4" GCA post and'Qid. I- - post base secured to concrete," IA ' _ 2- tri 10 GOA TYPO vr - 14° TJI FJ LL IIr � 2 Al / 5 E Ll A +L s P A c EL S --- Lk4° -- - / 6 I� 011 E A . a ' 6EE�/F j n V ! 0 3 FoREI' {' � - vJALL •� ` B 12" DEEP 51F FTG. Dnl GARAG E ErJ 00 CONS�� 4 4'-5_TFEI tJaE 9 CH1M. FT4• To 3G" ObLaW FIH. 4xADE, L / -e LJI•-fJ U/ Cg)Iry-JgHrrlo q� (� -�-- 1V : 2H MAx. CTYF.) I 51 S.� iOmB 'u / g W L45 k& Fa 1 D4TIO i )< (n + 8-O L yl Aownos 'PITC-H- ALPS Dni _ _ Lrr-I 11rJ doJ-, •ra 2�rr.R ' N - , b.. .� DI-.Ire DfiTMc.• elf 4VFT. TOO.H.D. 1 l 1 EL . 8.0 _NDR L , —�Y - - -1 - '- -_ — 5 ..{Y-• _-II` 1 nT _ L �� �:i-i L. _. N 9ui -1 L . J kj 10 L . J — b"xa" Mill. ,P.G. wdeF'ireRstedGylt rFUPW- DOM _ lq" Wl HAUNCH IH sLAe E,C-T 10 k" I I. `Wa117aoerdoilwaUsIndH.W. = I%LJSH - ? Cv -- 1\\ry/// Ceiling afMech. Rm 8CNo9,. J 5?Z _ CTY PJ S I/¢ = 1 O I - cDmbushbklnor)8" 1 \ tit INn.eI10Ye ( '� '0'�` MJST r�� .arb`vf j- garage slab, : - \ ELf+/. s61b RIDGE /ENT ' r _ - (TY PJ TYP• F �pT Rp0 ® = J PRov, B"x8" HAUNCH I t o I- o" LJL RIDGIE F 1 I� SLAB To INSIDE FACE �O o GARAC,E WALL5, 7Y F. WALL: INS ALL AS -K - FR• 5 Ecs - 2' z4 @ T. SLL 51n1GLE L EPpM Roo IN PLY F G in T P M P N o w Ceulq: - A�NCNo2 To SLAB �I �, oz" ¢% 12 RIDGE of 3/4' GDx LYWP• PITCH PNCO A ''/�;[ oqr fire.ratetl doorvyEth ra b„ B.. N F C� L Ifo ly— @32"oc 3,ZKIo .�v t VW 4:' co F05TT To FIDCIE W ' , V 5ocspyl GKlo Irpaw+ti V g6Y�No f o p r a ' ' ( ) L.c. coPPER ••� I � - 4 P•C. R{INF, SLAB L. C. co ER LASq N4 2x12 RR @ I(n oc Lc \ / (TYP) µNR ca lE IFh FyPl�1 -O wLL I 1 y� �CY1.ireI _ As co GE . D 18/g r9a1��1n wolfs u CRICKET 3� v FLA5HIN4 �� a H. z COPPEM F y ` r I ktrrl W Cortan wall' TYP• FLAT XCOF - 3 2x,10 cU Ir>"oc Bxt2 PATCH - v l eeA rel �'aeHt a P ci - �• `+ 1 b I14, y o. TYP FAscIA/so _L 2%B1@Ia'eL I VINYL Y � • r1VV./FTG, . '• �JFr Q E3IMEIY7 N U frItae,�:rA�ad'i � 3m° {Eco V. uP•5ET LVL — za 0 tlbdprd',¢tltlaralN►Wde SISTER To EA, Ci JS so I r I I �' j;z 111 4" P.G . 5LA6 -' t•II Iand.'rS"Nre rgKed W�llbotud ', I` f, ALUM. CLAD FASCIA (z) (%x) FOR FLAT ROOF AT T• FF T g' THICtc ,< W/MTL. 9RPEDGETL4vlTrp MIN. PERIMETER (TYP.) '001 CTYP•) op. DScKINct 1IV HT• PG• � '� � �'' ' �' N lonoppositeatdein ���N I �9 C MPAT16LE w/ RooplNy MFR. ( AS @ B ME T LAdlF ST HT N I F dtlam'danF.pwGfiecd4' - A55eLGcTED)oIJ ASI.IGEDED@c�ARA E ,'� 1{•R. dl -_ hl �G pp -X gPEcS. VEN'(ED VINYL FT 0 sL6EPER5 Ca P(aE�c T 4• l(o"w K 01" DEE y\ 1 EDE , K aA'IOiI rmmmd nWtlh headed aRpl'� V d L . - oN coN I P S� saPFIT• +I ovERTYP. FLATRooF. P-c- PTCI. od L140 T� >- �- I d 1� O - �_^ CLFAO CtRAOULAR 5olL � "� 4y �2 P LY 1J D. -- -- - - - 3 LOCATIONS IH w� MIAI, 'L (� r y2o K Ig11 LVL 5 acE \/ -� TYP. OAK RAIL TYP- RAILWG BRCt • cAp'nc1TY• m ~ - �p _: I m - \2 ST'(, P / AS ER CODE • A5 PGR CODE • -� M P DAMP "OF WALLS W 1 TYP. ca L•/ FTG• : '- odic5�M TJ - -_ / W. P. VONT ROOF II�TH RU RDoF (TYP.) I � itR LAV. LAV Hp -roB 2 FLK. - 2e 2' T T- KIT. LA_V, II!`c" 12" 4° 12° SINK 21' ' I 15T FLK. ly SIR. 3.. W. DW 2, 2" 1 II F.A1. --� rii' 2., a c,o, n 4" z" (TYR) To S . G . D. H . 2 H.T. fc.o. APPROVED S6PTIc 51sTEM FND. WALL PP;ME-NT• � GARAGI= rL Mf5i 1215 �R, PI 12A � . .s. G M T _� SII N, ryalw ! �•►� qnx �n r�P��STEE L� cc CujmJ ISL 0 1 0� �t4iCiIL- Fisuhi Tol° ap a la, FTAcIJn . no.1 U S/4" JI-- a e2 LIJ� 'i u� T�3E coL n J -Tc LUL Heol. 2, ? � Il w/ U P!a[E _f�tE•+.E(i .w�nea To - .° "` D TJ9� to l- e' Z 4OL-tw To NPR y �JA'.I�C-C�..I O, V J IQ � �QI C,HI I-1 - - r , - 9 cru 3 e- 2 I (� _- �G — j/ – 2esrwv raj s.f �$sx_: n U ti° _ I J 3Zo 5 .! l u vo - tt1 - - — . 3390 5 I II fiJG3 L - .-Fao- - i' �� \ 312"rII�B� ca.ITIaJe d 4 I/✓� Hat r�s'rT - 13k"x - I iha" wL� =�4 __ .. 1 � - a F1nn ' II4w'- LYL 4 \9 0 .Q „ �S I DOTE : 566 E. 6LEV. FoR � HEArtTH !- 4°r 11"-A Pul, Y 2Z 0 FLAT RR @ I(a'�at II (pI I p 1 11 "I v _ I1-� ' VJINDoW UNITS A6DV£ . 'PER CDpE , u -CANTILEVERS EXCEp7 V2 10LyWoep' (� I R v O > 1 AT cATH• CLyS, IJ51O6 THESE 1 "M1�'D t,Jo�wS I 24x48 3- SIDED F.P. I . , 'P +, ,1 I_ '0 �--�- J \ � MI AT INSITA.LL AS P1, MFR. 5fEc5, `� A OFD r E � -I11• "' { ° ,y 1� SII �y, A _ N`(9 COVE. w� F.A.1. 'F° 11 x '� "lllYfr/ 100 4 Ek �ERIOR , VERIFY I ,o W t r N P� C 2� 9 5 G1�?H. IGL 2R2 W " -� ALL REaMTS . I 1�1 N �Qd� J( Z w �N a5r6� T Lry ZI 3 ti " g � t a N Ho Lb m11f AII4 VE Gac" T I � I by L. /l. N ' 2x10 2rt ICa'la �J` 9 e ' C 1 I� ItijG-T II I, I WAIIl V_11 T .- �e�yvr N N y �� • 2.2 x S (x 6 L) WAII IL.i1e".. J 9� GM - - - - - - CA4TI L.Fvmsi? II O - , L € > v`i (z.�ci A EA. 51DE of CATR. CLy. o ( �(JI af0 II6 G� ri<.ia-� 3 {¢ "x• 11ZB LVL r V• 7 `" - _ WOQr - ° II u I •TE.00 ALL FLuS4 CO OW-W dp Y foev LVL . � ' M 1 _• u�� a GI/ . )L°x. Use"' GvcJ llGHr _ I� I -,, C"146C.TIDKIs . '`� I :3 N -2 3 fu.Y'N II.1 , I _ '�_r.�l Q `�'%Pi @ .-'* ' $19. � " LVL MDrL%Il 2 / C.I.C.+ i X16 dG I g,- 14 �2 ri 'I.� ' ' o•: 'N e"' Wt. M 1 11 I > co I Ua �L //A I "" !t kAI�. , ,1 IQ � O (p'" 3`211 It II DaH I 1^ I �11 N � ' N n Mno `cIC L61 3. ¢ 1r lm'PUIKI61V � � a "! (t'II . sU � I' ° 9o�T M x _ — HIGH FIT- OF CATH.CLQ. ;_- l.. � , N ZL 1 . - GL on N :n N S"AW. IRC LE T°p �.. -_ ow p G J V' "I ' -r "`- 1 I ILL / 12/"IL �I - 79�F" �' °I° cNT N [ � 0 eco t -'� kv� tfF / N Tl 0, 12. I/a 11�G O m \ 1 �/� ti e J IJ /211,e IQ 1 L.�� 11 V `� G _ - :N I M 1 N w I k _ > r-J 5; -1 3� Qp Al0 511'7ll.de N I 3211 F'WTfao IGo LL LCh{.1T�G.y V O NNPL 7o Isl ._yyu _ LI I. Wi w�Nai. l 0".21 - Fs J 2 II - 9 F X530'^. 116 wL ga`z �Du2 /y� Y�v� - Tr =0 DL N < ` _ F 1 A5 PfiR CDDE ALL LEVELS, °� g' cLraL 3a`y x F .w - e� 151 2 + PR:ovI9 SMok ,I DET LF-VF-LS, oc �_ F su7be v.� I �° Owz�Lm6sb = I''o1C G4sr^ p 9N N) Toxia WD. P"KI KIc 3' To 4AT R0a8"l _ 4•" m ^_ FN I�� ^ , I ` .- _ Ta.k CI I C=aIiI.Tl�lh MAW SLT . ... . _ 8 m S ON 'fYP FLAT RooF � ,� I II co 0 ti Ga �sc �clo� f_ l4 l0 141 gu _ _T' � 1qloll411 N 0 Int N — — — — 3. 2x101 HDRS„ BOXED (TYP.)--- - -" 2.2x8°c_Am T,L: 3- 2't Id" HDR s. (6oxrD) C-9n,z — — YP• aKcH PosT/coL . .. � u 4 14 ID I141 - 5' 14l10l 4,1 3 2xla PIoxa'p -rot lo'x Ip " vN DN _p � W/ I " % PIPs. 4 TRIM f MOLPIN4 Ln As SELFcT, ( PTD. WHITE PROV. 4ALV, MTI. . TIE5 - TOP � 5o71r°M I _ I' 1� OF P057 SCCND, WEEP HaLES 3G'I H, V A5 F-f-4v. FOR VENTILATION . ! WINDOWSO Pleln•indfcata Andbnron S Mnumjwma Rnewts ■ TYF ' "on I � 10q 141 �nJ �IkWtllirUrade - - .,, star p odddM '�61 #Irene re x{66 v Ellr"rra!M�>I�f�q�lpl!Wl�ipteMe'I,; , : :,. Hb Z J s. 1 4,. p+ - jj yltickvuj_4l X$ • 312'.c41z" L.YL I��F,II4�1,-0 T a 1 cTc3 e-OL , — 9250 II AF (oo5 3250 FLEXIFRAngE JJITs _— . -- —_-- — - - --- - 15KICK 09 EQUAL , VERIFY a _ -- -- - - VIE 1 � UNIT pfP•Is. CTYPJ 322o fn02o II 3220 eA� F- AST E- LE-VAT10 I - i- - - - - - - - T — � I - 11 — I _0 � I i � I 1 =o •i a I ITYK s7eP J I ty E I If I m I � F00-riRy -12 DEEP- FTQ. MAX,TH oil ?-IPyE VENT 201- 0.. R19GE TIENT ' I fiMTEND WALL 15ELOW AS REQ'P• f • rCo,Waf ALEP ' cnlc KET FLA fIMq (TY K) --- -- = M o - - F- f N . O CL _ - -- z to11111L 1111 f I LA - - - M - -- - - _ - 5NUTTEgS I ' - tt AS 5sLE'cTEP — - — - -- 6 (TYP)`, Ll I - - - -- .Gnf _. -- — a a PIER b , ir � f I I I I I RS-Ntt Nrj AALLs tJoF,-r �LEUA Iol T 115� 1R�Q'D. CO;(6oTMEFS) I /4 _f v ,jam ,A'� �`J � T• o�6P5�1'T s L A 5 I J r 5 ;,g,,G,r : . .. .''. t _ f'ENEIIAL CQN1,ITRUCTIQ4 N T "S NailingSchedulb for lateral and shear connection requirements in Exposure-pj$C 1. All'werk stall conbrm b the 3002 Residential coda of " 10. No bacWO skr8 he pinned against the Pourdatbn walk 30. Glued operlrga is wtad-heron debris ro[lom(ar'at 33. Design Loadtnbrbmtkrt 0 tan Number of mil spades within burrkam prone Outer third of ? .pan only Common nails NEW YORK STATE,Local Haddla[,Zoning 4 The ga01,Bret Moor framing k¢pima or brow brndrlioa� ��within 01b nlde,atthe � � - a. Grousdarow`foad!4fl pSf 110(mph) 120(mph) New York SteteEmrgy Conwrva0ou Construction 11. Doutrle JokU redppandiat Partitions rod order comtal mgaa high inter gm whtro 6nk wIM ePsad U .. b. Room 011ier Shoo sleeping,l.Lr•40 WOW ;{y ROOF FRAMING Coda ALL CODES shag a node draw 110 miles per bur or[rerter'or 130 miles per hour,shad Rafter to lap plate(toe•nailed) 4.8d 4.8d per rafter °� hap snit shag wblrlPSle.Double frame around an openiup U floor ' DIr10pf - i ©\ Ceiling joist to lop plate(toe-nailed) 4-8d 4-8d per joist be incorporated Imo drawings whether they me am roof ln�oz• giant We r"Oiremrts of the line"Me test of ASTM' a 91ePlat tooenl t¢ir 0 parabd DL+10 [ Ceiling joists to parallel rafter(face-naNed) 7-161 8-1ed each lap initiated on The pion or not, E 19%rad otASTM E 1[86 rabrerced thaldn d. RooO LLasn gs _ 12. MeW flphles dull be provided were Concrete abuts payMd Dii-10 paf �< _ Ceiling joists laps over partitions(face-nail) 7.16d 8-16d each lap 2. The rotenone standard that me stigmd in the design of (I1f301.2.1.2) a Roof w0b Calledrrl ' 1/"rDI*l 0/ It Colter lie to rafter(face-nail) 3-8d 4-ad I[ wood,bad were docks abut bosoneaWe['I,I.+sOpttard fl4 depu,,Max. /'/�-'" �A - Per tie Cue structure k the Aspartame Forest A Paper Association 13, JokU �m�• °' Exceptional Wood aU'nM°ni park with a 'DIr r 1/3loiet-fir•Min. \ Blocking to rafter(toe-nail) 2-8d 2-8d each end pe iUapb requlnd at ail limb structural k°U gilaipmat Tbklmwa of7/16lneb aoi r mslmom - 6 DeC(s k esUlior"brlroaies: i'r I•d l Rim Board to rafter(end nailed) 2-16d 2-led each end (AF4PA)wood frame conithncller Manuel Sir Oraard bearing andi0aaa Cpga of[hot shag he Lir60pfud depth,Max. 1/3 Joist-I''I Rafters to ridge, valley or hip(loe-nail) 4-18d 4-16d per rafter ' Mo hinny dwellings 19913 hlob wind adltbr([00.090- 14. Ali habitable rooms shag be provides wills a[8regab Mrs Sir opening DL-Hpaf depth,Max. 1/s Joist Rafters to ridge, valley or hip(face-nail 3-ttld 3-16d per rafter 7732).THIS MANUAL she[be incorporated lab the Promotion. Panels shall`be Procat to Cover the [. 'Gwminfls mpxl baadrollet lair260 f depth,Max. drawl whether I"ofA udalm°m of 8% of the floor area of that Pm � e qs they are Indicated an the plessor nob mass,The loblr°nm o [Immd opemap with A/techmot hardware L Atli wittiest oto a LLw30L f . WALL FRAMING Marble near(vemflatba)shm0 he ro[ 1 W OW DL. !Opal I r; Top plate b fop plate face-nailed 3. Written dimemkn�abap Wk Precedes"overstated provided. Attaehgilrl slrfl M"govided n � L 'Allk wdW figure 3.2* Solid *awn joist and ratter notching and bortn mita ( ) 2-ied 2-16d per fool PrsvWsd at a minimum o117i, a(ara0at LL.20pfau0 DL'-10p[ [ Top plates at intersections(face-nailed) 4-16d 4•i6d joinls-each side dhundox• - 13• AN doora8d whdow begelm to ba2.2xl8 rales noted" foBowei 4.' The coatraktor Tabid 1609.1.4 �r Stud toalutl(fete-nSiletl) 2-18d z-led 24'on ceninr Prior ofepbSUeetbaaMB retiQ• - oWrwkw k :toe*:tocord`dsrlgur , Header to header(ins-nulled) ted ted 18'o.c.along edges ref dimanIn'as,,eaY01o[or bmv sed be rwponrlbk br i6. Veit 4hrr t9'utRrlor irw bNhrsoms shag have " d '1 Top and bottom plate to stud 2-16d 2-18d per stud am M• FmWpr Pnd span 1'rgalspr Paad apga Bottom plate to floor joist, band joist 2-1ed 2,11W per loot *sellbtlad vbe01W1oa an"no Wtudow Isprovided an L • ' q Built-up comer abide 10d 10d 24'on center 6. All tlectrkal'pd piglaUltfaF,abafl adwgi le xii Stelei - NaPhrag ewwtn, TYPe lea tbd lees thea/ - ka than/ a I BuIN-up girders and beams, 24rich lumber layers 10d 10d - kcal,mostly coley ied Sb"IW WP*dW and appreved ' 17. Gue"h°gs are E9�to 4' allied to 6" squat to 8' . p 69 Daok a[bhww ol%ms artrmtsr e, . gioro'thga 2blmina trod opening ggwtdratk to he 4- MOM... /2"lib Wood 16" 12" 9" 1. The Arlddtest¢erNOgi thetJo the but otkk knowledge, '� n°"" •;/'^ r .alae Nail each toyer at 32"an comer at 1 and bottom Ihe. drat nqulrul Wham the dlBbrora Ib!!3Q!M Yin sP Ila :v*- And supper hack.Two nails at each end and et each splice reapeaa161e far an Wdgndlooy malerbk,desigy et6. (inghgi)Jmmlgium,Ifrwno"a ubad ga stairs with .n,a,ams lal.rnm.r.r renin or lOd FLOOR FRAMING 6. All ebaBbesr on villin,vndletwbed sail'with■ j 2"or more riven.(8316.1) helbrf obit probgibmrl Jrdpemay the dra4rklp orb b t, •�e y moa man.Star "or.mn.•w Joist to sill, top plate or girder(Toe-nail) 4-8d 4-8d per joist rnnlatmnnt boating aP ,Y or 1-br per atfa,rro boL 18. Stmhe akr�rsj 9hmY he provided tr each ulY Wtaplinme'b the MECChwat report br the Now York .and P IMpla[ntwm, 21/188 wood 16" 16" 12" Donal.■tar Bridging to joist(Toe-nail) 2-61 2-ad each and 7. Pouted in place compele Shag have M Wdmak satellite of nab aepaT�°te sleeping area Ir the bamdUp State Emegy Conservation Construction Code eliu0ve ",'•� Blocking to joist (Tos.nall) 2.8d 2-8d each and compromise strength m 28 days of3age pal,east �F01es Jmy 3,2603• - (,, -, , � r1• " M vicinity of the badroogpaad or ash aro of the Ubk b lased as a"max1sNml wind a ined'(3,eimgitgaul 3, Ag HVAC t• .1.,• Blocking to sill or top site(Toe nail) 3-i8d 3-161 each block exposed Clubs,prage dWm and step shall be 3"s paL dwat0rg,bulirdhto baYamaal and mflale.Abmua shag be Tile ** Wrabrll uUbl the 1 '"ties Coda It x.t..a• Ledger strip to Beam(Face-nail) 3-78d 3-'184 each oil (8402,2)Congress shell aabrm t°the Ikon ACI Ph ight shag he the nrepeuC0dliq•Of the Gelsrol'Contnefer to Joist on ledger toabeam (Toe-nail) 3-Bit 3-8d j f°Urcoauected eft 130n and•33•PoW.mpa roof he , perjoist and hudwnq) d a sor conversion source. t Farmers shell be Installed at '. 0 Bend Joist to Joist (End mil) 3-ted 3.1 tld perjolst Standards. � WHENEYERganlh elrosming andsafthe"woad submit 0s'DesiBa Small drawings;otlhe ` ry. a "I liberation,addlika or comenbs le strnslunl pnmk. � YaWI' 'N Band Joist to sill or top plate (Toe-nail) 2•tOd 2-18d per foot S. Joint sad Raaw Fragile[lumber ahrg'be DODG-FIR M2 made b u exleting roCMarcp the umbo datesike sysbssr tbmPed Curd Wail by a prwk$Wo*d saighmer If - , or better,E-1.6.Fb-878 pl,repetitive member 1006 f. tem of Ihe atlre resbloms MI18'r 4o brought ' When Berns larc elUcbed Umaseary htueao,they shall be ;�' FLOOR SHEATHING shall be attached with a minimum of tW common nails spaced at a maximum of 6lnches on ~ P mup b rogatnd'by the ownge orbrlldl%deperhan"L attached WllMaf vibration,resWaaes ue6ors having■ 3, Ali Bina b be dorbllrfaetlbrled NIW LOW.E when°gid u stmle le roil wind leads Fb-tial 1 (8317.1.1) glMslpB mrd r'6, panel edges eM 12 Inches on center In the panel Neld. Pees every - ode,hardwired and Irbnornecled. adalmam aldnsle withdraw espadty of 498 pouada = r'U rasa"- tWtrlman _ •7 ; 9. Basement will heblinhk s and eve sleeping room 19. The Anhlleet aheBmt be it charge or responsible for a The Hone Owner k responsible Por atteehlrg IW plywood 4. AN inure 3.26- Stud notahima and boring their* ROOF SHEATHING ATTACHMENT REQUIREMENTS shall have at kept am singable em pe emergency olu ns the coMrndbu slaw of t611 Profane,nod nor eibriprdarb(Il"B&Mep*re)to be unurud Wlti a. N, rousnrvwuammcx Maximum nail spacing for Dd common nails - btlbwr.Mlnlgiam get lar opening of 6.7 Agan kat, Interpretingpanels U the wisdom nd doom during ashen, D••.38 dame 1rh16er-Ctrl the contnfdbu drrtring,Building to CODE IoNtlg-ad Bre toMILdsom were - 110(mph) 120 (mph) except rade Boor o ' and oheerving the'qu quantity and quality of work being _ rsq'd • Sheathing location" ( P ) 0 ps°taste i um srnmintakar Self•q s p spacing a panel al Intermediate al panel at Intermediate o of 8.0 a San bah Maximum sill height ss he 44 idlepl,sbng not have control over or rAxe aegl.IXa y PLy woos Edges supports Edges Supports Mmkse 12' _ Pempag beit Chrrge of and shell not be for Sia aao'orur:N,r:ppsloN aN�tcnu - r ;r,Y,I J S pE fr"GE f•.Jali inches above floor. Minimum int clew o ht of perbrmed. The Art Ll,IlaA�71E � . �y1 Interior Zone 12'o.c. 6' 12" d' P HOtQotJ.i S T 16•O.C. 8" 1r 6' 12• PmdO[ " 06996 dm Claims,mqa' . Gln P as w P H 59 - � ]I Imhea atWmm ngl elms o width b he 20 ewo ro YUNo se next - ear ro o a ansa rSaae M Perimeter Edge Zone 12'o.o. 8' 12' 8' 6' •Itches•(8310.1) spirituals,Set?6mgsesr arra sequences auoN 'N't' rRP"'' re'TSN -I/ gr�,l aJ.:,1.>i-. oW ScH.I g or procedrrau. Sono aaaP bred rrrbar ,r" �„� nr+.p' crier 4N° A M „YL^icoca 10'0.0. 8' 6' 6• 6• - YnN' 1' c .uw. ' ..w rree,ea ,x' ',,,(1'„" le w.x ltj Tito Iraq WALL BREATHING ATTACHMENT REQUIREMENTS 11 J o,r-z,+c Maximum hall spacing for common nail t1/4' x 2[i' 'I 110(mph) 120(mph) r - ilio"x 20 WOb 1114'x 20 papa • omom-0106 Sheathing location spacing at Panel at Intermediate at panel at Intermediate - pare. Strap with y-Bit pats. Strap stns 2 pats. Strap with 7 -bid �`rL/L+J IbC�"$, cam• _ . { + ,��,,. ' isle Edges supports Edges Supports - /''� Common colla in each Go1111ttoro mlb In arch l/ Common 1141118 In each S Il+t toy 0�,1 i•'I T S °i} ll.Il,ra,J Interior Zone 12"ox. 8' 12' S' 12' / End QL te"on Cents. EYM � 18'an Contin: y End I@ Won oemar. , ,Pant P++rt 18'o.c. 8' 12' e' 12' IL Qf m each.RdCFfE aC a 1 'once Or W SCh Stud. Lap � 1r�1 GY.�, N.►.I L, p,y¢ strap sunder bottom of A !'"1 4'Edge Zone IT o.c. 8' 12' 8" 12 IZ Wrap over Mtn and yN� ( iAv.IJ�, ( 1 mil arch side. sill arse mil. 4. v r �„• P "ter, 16'O.C. a, 12' 6. 8. I. - v,tuRy .. 1. Per roof and well Sheathing within 4 feet of the perimeter edge of the roo►, Indutllrlg 4 feel on each stale 7EG ' of the roof peak,the 4-foot perimeter edge zone attachment requirements shall he used. IJP u. To t �d hj¢JI., TO Sill. Qat all" dth'o-W 1114"x20�tya iry IYPJipg Ctxnlnonnailai 46apadhOg •a eo�Te 2gbr, n.r minlmaurnbadmsritWTlMtlt or'RK7ltJ.rA 'arfidb - •a I e^G H' S 1LL gl 1gIIniH. to li l 2r �.o-or.,+„e_ /�r+rr.`F�+•pmt 3"x3'rgmro°estur. Hold 124 wplpaIrwronstand , �•-hk•Y9 4t bD'M-rl it •n�[-r off Cprata and hold 41 t01T on Mil ball SiiM, - WrrP doff faker and J "r' I II _ _ _ _ .__ ✓ of c. ITsr Pkla (' X41 ' fFs#?f1tA� mph-trgoatilS Maar " Sdt nrWl ol,aech til) E FIL Js-r x cJ 1`Q . . �i:la;1 t.rttra RafterTtll,Ritlae nectinn �W17-1f� _ _ f-to- 11 connection Cantilever-ou = Fo and .yi11 laxer tp want :nn =cion _ i' pypp 8k1pY straps are not ningdo d - 4��t W/►iL " r. {01 JAT14'Y 1. WA" -W nw . vw v = hliif �rj -1. antler tIn of noialnr12x41urnbM T a a _sl dfUfr •kr q 4 o VOW India - 17 r. Mfr q. 91'fr NA'.rNrv1-,�+"f GA+,M�i N p.Itis rlo.j �t HrM LOedtW In lino apatmt jO,JO Mt?r4 7 ♦•N� I✓ill PJ•1 Cat lam lug"."* M4p,CAt) T1a15 e0U:>0uJ Aro(Iuts OOL.- i,. t "'- ,a O � 14 r w>b e,a per And a0aahed to,tacit pale Ot Alien: 11x4'x 20 gape G- G��,r2ACi{E Wdl 1 5 c - orz R 11 S pry o w r 3-h+w vr.s• i Nap each urd of c014r Ib•wgh rr•Bd nr01u 1e6 gore. Strap with 6 SL a3 O F� G,a a lois:..cotJsT P < lavmul •8d Cominon nails at l 1114'x 20 pap 11/4'X,20 9 10'on cinder wrap pals. Shup rah? -Bit ' y�V �11II under age rod mil FiON L Ta Common ratiol Qdth Sbnpxhh' Gol 1 TI.I Li b'J di a� AT Fa cN STun piA crc ffbLw End G 10'on altar: Q0N ryaa+roNlr In;4gbh 2aaW ?m-i M /at S+LL- a��T a>u+ sTJrJ arz, ,e ler � ' P:, !rq res�+ 5pr�-I J cat �i2 ea 91 pyo,JPul7 /rJ•mxraal.e '•�' �4.Gr+"CtJ�7 � T�AeajL.E > ` + "7.`°i� u/�•2a'flu P• T .le• PxdsWaia Irod4. 1, � SGE oP�wE l I t s p�y� ,r idyl. idM1e4 op K%SM1•,�r� Ir•s f L h T - '7 �,L. AN.as I F-f' r to f� rl EL �',oc_I ul �} wiiI TYP er'f. i.k+Tcv1 ars. I�nlJO't.Y ICS E-IrD - _ n+r-Minh. w•,w a�z Har'LIZs"kj TAI. ,&40 (-1b+1.II.J!/l 11Wx2ogag@ ry.yNNWd. 9" .y.rw�.MA1c. v�I SLA L z,<q galv. Strap with 7c� Common nails in Sngh oea_KfILNDITM WODtO STI �FEI-J Elf End a 10'on Center._.�Mr. l' " WM. Ir'n..v raf'10•Gr. �, t..I. 12it SlHpfene-I T512 ? `1�1j «N'M •io -lxl.•n:,rt east. 14a11.isJ wmap, ,+af •k�urrf -14'AL-W&Ase LGYa[t9L1 - !J{�°e kr v def'• 'w/4:g t�J1.C�Crls� Foundation- rel elate-thwail onnnection ��ntl�y f f Brst flonc Stn•►(! _ 1 FIMK RI•s.H IJO _ - �1s!NA�I war 4GE / A„q 4or,lo Wang (� - A(parupwalls 4i.Ip6.`.I - Ierlyl •L.4" nig a( lynTrsp 'a` ,�rl �:a L. •'.wG-I PD's W� �aTO r aYnrr. I.'fitl lc Ia7Mlle. GHOUL. A„J:.iisR+: " ;r yrs► lJ'I>7 ��u+.wr� JI t � pb IyPAA CPalb.1117 '--�';1 � I ,�.. ('/Y Ter- SrA00AIZO wool) yaexfpo /" I�BTAIi.- IIat:I•� Te 6VW E9-^1OO llj t 14- o ISet : P.o.. l�l . (�TEJ eat CTj1 � { n r7C ( gt,,.l UPLIFT CO ET6.eiO.r ,0.1 V� iw„t' i'`r 2.4 Contrmropa , `C '� r 'fN 9 Some deteih may not apply to Sita met of drawings P, HO d>Jw J I J t*mrxl bran an r e.p. 7nas of tonins r*w Stere atrapb( ASPM AflCS Grade 33, except when r`SPED t RCy Cilj�ijo5a.i Q Vn 2-1sd Nails °*bra res m,.e In contact with concrete ties G•iss Gaiv. Strap. rA 1 rq JL V,0 rrgl lab -- I 0 1 *Loo¢ .4 Ito cE j L l„J r, . Uplift connection deign on SCH-1 Indicate uplift connections t�,py� �Tigillwo �/ { *b t v ui ENOWALL -- J�I S rs To tranefer uplift bade from the roof aswmbiy to tlu foundfasoh. I So-www •� .I-Ii4lL+'i ,1�' v r j a'oE.tJa.t-L, 7HP - - BI lnetelt at'aN bearing location In aacbl'danee 1N(Ih the details or .. Intal. cordis to theWFCM'ManuaL tin E+�ef=•1-l ; rJ�y of o ye�-f• ad Cooler Nail.at 10•o.c. / A _ A _ _ g rf 2•.x4" ,look"auto to Wh / aLccxwe The upgftconnections for this Structure was dant n under: , GTII.P..r+Fl2Ar•la.l �3pt br*ae with 4-Sad,mita / aLOC1a1Ne-C ql �e oG 0 - P+•� y� �r, Ex � mG 1 ^ - - SECTION A•A - Irl 1{BU'!d•AIpl1 $.Sawed goat Wind speed cry Gypsum roam / ng ilia WFQM f914 tgh vmhd Edition prima( lIlve design. II,IJ ed cools Nolle al 7'•o.*.-� 20 seg•snap - Vet I 1 iy�,,, /✓1,^in✓J l� K .G,�,j' C rl Ad on", V'r '✓.�' M.•Ya'ir'^' lupe. !'`Y - '� TH15 j•b LMiGWIJ OWTA•It.. .•{af1U sea Eadwau atop To R o C6t+1t,' Wim. jM Qaaat TO X t U.V CESIS t►('f�+ �4i'07 (•J rPU1�Wd.Rm sOBYk;�FEi b alio alatbbblr e S, P►mire,art*prolimi�lushiefl [ Sas3,4ititnt brwoln4 Rab a ehtlwen Ol�E1J Ir•1 L'� sapsNbigaduelosa I s I ararneclisa+aortaaat , �` ilsrtia tf.6b Floor•brAohlj; eil/rwall Wi4kk'gessWPaatinsor b.3larrin the f IjaN ,,pj1 gmm114'.01'-16�woelrbehy ,- oerPoamtrL 7-r- - - - - - - - - - WI, �2U c•(, I ' 12 BRC. RID(5tE 1- 1i `>Ir6-f° VI uca 12 Ci MAIN RR BUILT- OVER REV GABLE Ul 10F ON 2x IZ 80- PLAT oJER SHEATHING O To FORM VALLEY MI9- HT, s r RAFTERS �rJ06 5ISS 9ui-1 Q-�-, ir,3gc QosTS (BEY°ND)T^ 6R4.RID4 2x12 RR G" I(o• Oc Q 2- 2x B + 2.2x8,6 LON4 ��- EAc+� 5TU'� FLUSH ry GANTIL. (BEYOND) 't ' I SI=6- S<M-1 (SLE PLAN) - - - - - I n f1 I1 5u,pw NOTE : DUILD REV. GAEL£ o -^ ---� t !8"�,a� FIRST . 2x10"cJ Ib' oO --- - . 51M la^ O.1 N,2 cH F/cATk cLy. s?IM � I �/ (x•38 Ir-is�L �� 7 V2•• PLYwP = 1 ! -f YP. OAK RAIL 2 x '- CATs P @ 0'-o" O.c MAX. J( - - — --- I (TYP , d 2x10"GCA 51sTER>;D Q To IZ " TJI Fill WE6 STIFfEQaKS Sl11.1 gF�.M _ tK1 ° A5 fCEq'D. Cf2�r Cp,rJTI, BAIL-) ,i-- +I In 1 Y =_I �Ifvj II�C� EN CaREAT Rr✓I . m 45- od �,1y111W'n,11,1 BEYOND - _ - - , TYPIC Af�-nF'.!![�FOOTIN , 1 24"x-24"poured concrete n r footing down to virgin soil - - TH o^1 l3a I.T ( ost and Gal, post base seeped to concrete: 14" TSI FJ _ -- 2->C to ccA CSYP•> -- '=L` - -- - - � x1J�' LCL _ 2" - 20 ' S E Q U P — �' L (� A G S� 5 t�4„ \" -- — Tc M/ ,I -- —� - - • — 11 J (VER N. ± • 0 E A . Ola BEFa P p I Q 3 3 R I ip vJALL B \ O GIARA E II ' B EIJ o ETON s� 9 STEP FTG. DN z s�� 4x4 sr L r�e�E - I Q LL PE- To 36" aELOw FIH. GRAVE, — 'I GoLJHJ U/ (^l)1/ZIIp,r,Ir.Hr 0) Ua 1V : 2H MA-A. CTYP,) PITCH SLAB Dnl' = _ / A��TS k� Fou-r, 121o�l k + 8Lo" �'"I•ps•� PHbx•� 'u P# /FT T. O.H.P. 1 - I�Ir. 7. h EL� B.)I No,tT Csoritl To+� S � U to 2 R ' N �� ow r Dfo- N - . HAUNCH IN SLAL S �G 1O IJ Q 2'(OI (O t;, ovtde'FtreRated (7ypsdm " _ 3%2 ` > 19 LVL _ r CTY PJ _ "wall Board on walls and _ �J A I Ceiling of Mach, Rm. &'Non rLU 'combustiblefioorIW',, ,; . 1�- T-( F- n P'LP- JST`S lzlDGS VENTrage,slab. ? . `(TYP-) - ` PROV. 8"x8" HAUNCH r -FLAT Roo - - - 3'i xllisLVLTINUous 7-1F _I J W SLAB To IN51DE FACE - SINGLE PLY EPD1•q RooFIN(q - _O of GARA4E WALLS . TYP• WALL: - ' 1 � I 2x4 @ Ilo"oc 2x 122% Dc, C l�° /FT TaXCIu rc��P T HCDN A '/, Hour fire rated door with Ti NcuoR ro�sLAco A O c self closure. t d C 1�'bc 3,2 10 - --�= CO �' 2„ j DN 4' 2 !a - O Vi Q - 8� pu'RLIhI P"51 To �IDyE � ) �`� PyIU:� arS 5rYoND ( ) L.c. copPER GoIJ c2ETF �'� 1- 1 �IABR, U � z I 4 P•C. Rf IN F. SLAB, _ d x 2x12 RR @ ICD"oo y . CTYP) G 18"/fir Q z ° DI2Da IIgm11 u - " P Tc H DN TO O.H.D. 3 ? rgvlde 18' Fire Rated z 1 NuryQcn E ?IE°i 6G� I _ AS PER CDD£ . I 2"x A @ I �'o c - tyPlcaL SLAr3 IN J LYL d @ 0 nYin d ceiling of garage as psum wallboard on er x - 1'J 2x ID CJ C IA"oc B : 12 PITCH - G ° tl• o Icode sections R102,4 and I. P d J TYP FASCIA/50 1 •. FoxR LAT Roo A J5 VELITaO Imo `" " ME�t 1)5.1. rested' 2 I � t-r g I � � �` wallin�.Wiulae 6/ ia rated i� o E 3v' TP V. UP-SE7 LVL .r p - SISTERTo EA. C� VINYL IYI . r �./�7 -. N N N Q 0 Z I'll 10" ALUM. CLAD FASEIA (x) (2 x) F T T• _ ' SOFFIT 1 a z n � ytrallboartion'gprageeWa x m MIN. P - I, 8 THlctc x 8 HTT. Pc• ,� � a N q• P.C .PcSLA6 � l� and 'fi" fi wa11b0erd- � F w//MTL, 9RPEDGE7oGUTTER PeR1METER CTYP-) rA (TYP.) VJ0. PECKWp WALL @ B'MEIJT. (Ap1U HT. - °=1j N �L � �, N 'onoppositesidein N 9 GOMPA T1,f5Lt% w/ RooFINy MFR. " 1� AS SeLccTED oN - OMPA-SrEcs. b VENTED 1/INY L. ', -oI AS ) A5 iJeEDED E4ARAy E) - %-Z H, P" ,►� -- 1y . .accoMenc�with code ' al �p _ X CCA RIPPED ofJ CO fJ TIrf, I(o w x 8" DEEP y� I X P�,I,n Arm, 1 - d1 _ N O So Pp1T. +II sLEEPERz @ I(a"oc .) FOR section R7b2.91neuletp wallit\ _ p F.C. a � ` GOD6 common with heated areae. Dvap. TYP. FLAT Roo F. FT4• otJ ,UrJD15T. F- - � I d � O - � dT _I to I IfPLY KI D. ---- - - - - �' , w/ M +J�ZT,Jsfs PSDIL r c� C/211 % IQ° W6 _ 9 ,tom 0 TYP. 0Alc RAIL. ' '� 'I 7YP- RAILIN4 BKG • CA Ac 1`I C3 - �_ - - m PER COPE . ��' �I A$ scope . P 1TY• N -d- I _ l2' TJ1 DIEO CCAS LLR . USE 2- �, _ I cc L,/ FTG. ; \N,P. e�AM td As DAM PP Roo WALLS v 1 TYP I-x -- -- -- ,41 s J 'Poe. (T P�T 3' TL. Co L. ON _ ,t olK SEALE(t G - C-Lvw - , THau. Ba I-T r1 T r -' " 3' 2,� r -- -�4—x1011 F 14, 2n ;6011 1 2 x T ExT, JALL / -� Hoar o lwsT - M y 2A & @110cG W/LR ID � TYP. 2x6CAT � -ryP 7EIt ITE n.L � _ - . . - - - - -� IN :'0", luPItR � 8 1Co.t- M II M INSUL.� 5/8" P W 1 _ � - O - d C I -- - - yr IJAIL.E2 N [Tyr. 5•J-EP v1 , sHEATHINCI , TYVEK HA 5E G R EA'( P- N) _4 '1� _ _ ` WRAP VINYL SIDING AS L - -_ — J ." � — •O — . 5EL�CTED. SEE DwGf 'O: : - - - ScH - I FGTZ dIoLIKT DE-TA' ILS - II-VOWr� _ _ -- -- TYP. FLooR P TyPles FTG.'L_ _-� - k rPE ATL . PAN ''/�}" PLYWD. SUB-FLOOR UNPER ALL Doores it ( 6„ CTYP) P „ �� 0. GLUED NAILED . 1 I ' _ UJ 2x ccA �� ,I., 4''� TJI CSEE PLAN) @ lA" oc — } y I Q'r. Z'~ -- — — �_ ��' - - - CCA J CD7zN' F..c.v lb'b t� 2x8 L -- -- --� iT� L - . :,J _ - TT3= J - IZDiU 12 — I- -- TYP.) U L - `, � 1J5JL, HaU'�P tc1 --- I I v G P1th -" tory�_nt� TY r, LAh1DINC, : I _� I I I 6' x8 F. C, / 4" DRIcK A p -"- TvpI .AI ANGHOfi BOLT 1 I ; HENT. GABA �' � - on center GACo IG' o� 51-01. o' X 6 5 ° un 5URRDUND 0 2+"x24" it 2story. Yz (0] 23"on center 2 . 2x6 ccA OR . r; U. N o ) 3 - 2 +clo , x 12" DEEP RD, FTC To ; . 2 story; 5I8'Co?�'' on center- � �_ — _ _ - 1_ • minimum embedment of T with L _'J _ - u iij. BELOW fI SOIL 3tc" - r- - , 3'x3'square washer. Hold 12" r - - - I {- - - - { MIN. BElow FINAL !1R ' 1 off comers and holdto 12'off �1 1 - - - 'I N - '-- ---f i 1 o it 'yl r - I each end of each silt plate. '-1 -- - - �� - - l-4 -Co T TO Pgs T g1+ � R u, •.��' 71 I f PPOV AWCHO - O CGALV IE _ L _ L -_ Uplift strap connections at all — X I o o. .. i I ,1 7 - - - d 5CH-1 m , • n walls. 'See cog n Bea / E I ns 4 Gf 5 D S E G 10 R 10 0 Simpson HDQ8 Holdowns provided7F Pill- ho 11 F--� at comers of garage wails and �D�' ` I�7/` © . \ •rte ��. \ mC I/4 _ O V doom and at building corralsee I T � 1 plan and SCH-7 detail sheet for detail W. P. VeNT 1 goof I fii RU Rcof (TYP.) _ 2.. 4:' 2„ L Av. LAV JP -r052 FLK . y2, 2" Ul-2 2 T ' , KIT. LAV. IIY' 2" 4" 2' SINK Vn TS ' 01 I 15T FLR. _' S R. 3. W. DW 4 2 I A,1. 2" 2' C.TY , -1 60 Ig1�R" G r7 ' o11 c� � I��u To 5 . c D. H . -HT. c.o.APrK0V ED 4„ SEPTIC 5` GTF-h� - FNP. WALL aMENT. / GARAGE I I " rLUMf5id625-rt PI �, SLA Mr1 -T•s. 011 14111,• IZ0, IL 5 I Ou -- ---- — - 4m121 'Oj1011N 5/q 0 p C1� 9 y STN 30- 2 q1 _1 J 0 I !p (7 J f o �j 60, — - - - - - 2ssi I I I =W �o z-55m 9 { o(o ��jy { r I �2~ I 5 /ATIIwo a� , I3k" x 8b" LVL % I „ ZS(r✓�/ II -28(� -I128GvZ (G7� CO SO �' ) ly�lx ll� v LYL I.V �9 0 312"riu�gt , ( 1/P J HraC \ I o i z" r 91z ("YL, s"+ II" SfL nLt ° X( /1 L11- 00 / I A Hnri r Tw,.I J I – 4 i N !1 rtl' a �', o ��M e o t� N CAN FLAT RR GF' CI °c n �2 IOLywo°O x N P 3 In J 1� 1 0 ' •� ATNcAT'I{, CL'GSCEPT I.ISIDETL�i �.. , 1 hJ '7711, >- _1 LIAw M1 v O f : I �r 1 2 s r� I PZ12 I u ,� � M ' M y �= A = a � 4 I Wawwlrl � STn . I v Ty �� ON 9 9 CA? H. 1GG 2R2 W �_ Jt• STIOS AT IZ'I o G . ZI 4 3 r 1 N U W 1 �L TO u�lDl1J N �17/ (L2 rlo" o' N U I � �m I JI � vq' 1--• V t"/L. III, ° tib Q HOLO L O 1211 1�& vE cl¢u.c T 01 J I d (N I IJ G-( I6 3ta 9 4V _ N 4 oa>1hLe 2xa .ai I 9 t — d > _ � � �ry 'ct- CANTILEVERED I 'fJ I 2fD "A, 1 '28 LVL T 2811 A . 510E OF CATH cLy. LVL -1L (✓1 € -- -- - - - 7•�rs3 �uoFif i Eco T° WOGE vL EGO ALL FLUSH � = K ,v N . 9 141 - - ,` � IN LVLJ I I n O y'zxb 'g — 512" ,� 14" WL HP0.xl9 m I Ph�.o SvLt. �Fws>t Jam` #M- * °s 7- v, fuXH I�+cui� ml.v ' 3 �o GL _� 16'bc I ro o 1 I _ \ /' 16' 601 141. 01 411Eq" I � �Il I 141 0tet . u �' A a ' 241 _,0 d' s - 2''x I?;'PuraLlr� x \r K D I 1G , L a I, n '0+ 1;/� 31 n A p >r QI It II d I a _ 9 �7 2ro Y f _ V/� X _-r 27x(° C-1 T O P 4 ql L/1 ''J`�/'� �•. 9 r` w = $"AW. IRc 4e T0� L7�"`I M L ° 1` `�0 N1T I 0 iI . L. O N 0�p K �--i q+o, c m 2A.IL / ;4F �' 0 q° cHr rL I I Gr+ ' J ` 1a O /21Ix 1411—L L �yv fel' 0 11 5N d O 1 X I t240 IV N k .� lV t•� 32i1 FW T fo O I coLL M OO ><io N -' I -_-. - --__ M 3o(�8µall j { N 5 G S1 1Lgc ti OoL Wi YL N o f Q 1 gyp( "Ji- a,J v5 _ 1=1.Y _ 003�xnli J�F .r =o CJ ,I OioriL ?ioG2 ' =0 3462 r �j°v$ ?�oG2 LVL — 1 2p(7f„ ?jo re2 � Ve' d1 d. > J aKSEE 15.1 -'Z - -- I onol' 'rILE10 I . V-D"'PE SMDKE DliTsc.TDRS X F- u Fore G'<.Ih.a DN Ho 8 N a T2grJson ± g"To FLATRosF 1,+11Jr7ow I A5 PER CODErALL LEy�LS, FW5LI76<. O.� I� FwSTI�ba 1 WD Pi II-ICt �{ 411 9 �wSLTnI� Mn FuSLTI � �✓7 'role 1 CO N = O \� x � � T F I °U — I A 1 l o" 14' 811 0 J N o ail a,. 9 ON . fLA R00 _ __ --,c____—__ ._ —___.____ . _—_� —. - 1 0 i 3- 2x10 HPRS-, G' DXED (TYP.) Lj 2- 2x13"CANTIL. 3 - 2'x 10HDR S, (gOxED� U + pLNM osT coL . 1-- P - - - � - - vN DN J1 a z W 2z G" �oK �D To + 10"x lo " z wl I °x gDs, t. tf2I " /MOLDING > } As SELF cT, ( PTD. WHIM) FII CaALV. ATL . T19-5 - TOP ' $0'117°M c O z o OF posy * scRNP. WEEP I{oLEs � r7AIL- Gt A5 REQD, FOR. VENTi LA710N . V N m WINDOWS 4 r4fiF ,I-A4 r4? ,r z Plane Indicate Andersen TYP' y H Lei of model numbers. Provide Low-E Insulated glass with a � Z � z ¢ M W w = WM Design pressure rating of m (� V ❑ z 0y OP" Substitutions made I 012 14 - I (a - 011 1 Coq upon meeting code. See Q — k�. 'g,¢.n.notsef,14„20 for a Of 14 1oi1 Coda compliance I 1 11 All multiple units shall have q'5 - D Narrow steel Joining material.,• I U roD Aq j. z, c& 5 r. o5 hETLsCE�1 .0 �1 01) rh1 .r9 5 Ht j` CR �V QG'iy fief i ! 142 5. 14 2� 5.F• 45 '- o ti --t ToT'AL : 2 $54 5.f. gni ' � - 2 0� , P+-L W W �LJ �•IPRS - 3'z'' .c4'2” LYL I��II,611-0 I I CTC3 lit I I � 71 1 AST E L E-VAT 10 I ITYR STeF –� — — r - 1 MAX `--I I .I - 011 2.a '201- 01. RIDyE VENT � _�___._ -- MI / EXTEND vJA�L BELOW AS — CTG-3 — FLA, HIN4 (TYP) - - o -- — — – _–_ -- = 0 g t 1 a I I Z __ — - Facey .. - SLR - - - - -- --- - - -- -- - - - ' SHUTTERS - � A5 SELF cTED - ---- - - — ----- ---- --- 6 (T Y P.) UzW ca; wm � < > �� - wwW — xFx K, 6RICK OVER Q h 10; (3 P. C. PieR - - (T r P•) ���ED AAp ei n h I , � � I I I RETnInIIrJ� v.IaLLs � ,� ? /�s 'KE Q'O. C97 a7HF"� o II �Ior�T �l � LE�aTI © I� i , veRIF'( 6P6�iT SLAG FM I/gllo-1 o of ?1