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30912-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32158 Date: 01/24/07 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 150 OAK AVE SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 77 Block 2 Lot 5 Subdivision Filed Map No_ Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 11, 2005 pursuant to which Building Permit No. 30912-Z dated JANUARY 25, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITION & ALTERATIONS TO AN EXISTING SINGLE FAMIILY DWELLING AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5097 DATED 4/18/02 . The certificate is issued to JAMES & CATHY SLECKMAN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2089900 07/26/06 PLUMBERS CERTIFICATION DATED 12/14/06 GREENPORT PLUMB.& HEATING Au oriz d Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD - BUILDING DEPARTMENT TOWN HALL 765-1802 , JM 2 3 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with-the following:-- A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: I ,,I (check one) Location of Property: S 0/+/ U l,- N q E S O (.t-r.41 y Lp House No. Street Hamlet Owner or Owners of Properly: JCL ve.e e 's I e d-C kn it j Suffolk County Tax Map No 1000, Section / Block Lot .- Subdivision �7 Filed Map. Lot: Permit No. 3 C) Z Date of Permit. L S Applicant: OKc -f Ste rnnv Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 2 S Applicant Signature c o 39159' 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. 30912 Z Date JANUARY 25, 2005 Permission is hereby granted to : JAMES & CATHY SLECKMAN 105 ASTOR AVE ST JAMES,NY 11780 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING PER ZBA, TRUSTEES AND DEC APPROVALS . at premises located at 150 OAK AVE SOUTHOLD County Tax Map No. 473889 Section 077 Block 0002 Lot No. 005 pursuant to application dated JANUARY 11 , 2005 and approved by the Building Inspector to expire on JULY 25 ,-10-0_6 . Fee $ 634 . 80 /7 Aut ize Signature ORIGINAL Rev. 5/8/02 rr�nrn��r� il IIr!I in�nrnEN:111rs3�1���r�n-n��l�n�r�l��I�I�Irs�ls�srs�lu�rn�rr�n�n�l�nr��ssrs��n M 5 BY THIS CERTIFICATE OF COMPLIANCE THE 3 091' 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 ROSLAK ELECTRIC JAMES SLECKMAN 5 5 P.O. BOX 164 150 OAK AVE 5 5 CUTCHOGUE, NY 11935-2453, SOUTHOLD, NY 11971 1j 5 Located at 150 OAK AVE SOUTHOLD, NY 11971 5 Application Number: 2089900 Certificate Number: 2089900 CSU I+� Section: Block: Lot: Building Permit: of R BDC: ns11 Described as a Residential 1200-1799 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 Basement,First Floor, Second Floor,Outside, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 S herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 26th Day of July,2006. 5 5 Name QTY Rate Rating Circuit Type L 5 Alarm and Emergency Equipment 5 5 Sensor 1 0 Carbon Monoxide 5 5 Sensor 6 0 Smoke 5 5 Appliances and Accessories c5 5 Dish Washer 1 0 1.2 KW 5 5 Oven 1 0 30 Amps 5 5 Exhaust Fan 3 0 F.H.P. 5 SFurnace 1 0 Oil S 5 Air Conditioner 1 0 18.000 BTU 5 5 Air Conditioner 1 0 30.000 BTU 5 5 Wiring and Devices 5 S Outlet 53 0 Fixture 5 5 Fixture 53 0 Incandescent C5 5 Outlet 66 0 General Purpose 5 5 Receptacle 36 0 General Purpose 5 5 Switch 37 0 General Purpose 5 5 Dimmers 10 0 seat 5 5 Receptacle 1 0 20 amp Laundry 5 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 5 B r3rJL3PLr@rLrL3rJrJ�r frPrJrJrJ arJ�r J ar�rJrJrJ�rJ�rJ�rJr fcJ�rJ�rJrJrJrJcPrrurJt PrJ�cPrnr�rJrJrJrJr�crrJrJrJ�rJ�rJ�rJrJ�crurJ�ur rr�rJrJrJ�r�rJ�rJ�rJL o a rn�trs�nrnr�n'nL3n���l:in�n�rn��s�rs�rnr�rnrn����rs���rn���n�����PLrLW:n�n�n��nsr:- j3l Z nL�s�nssLPLn o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 c7 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 ROSLAK ELECTRIC JAMES SLECKMAN S �j P.O. BOX 164 150 OAK AVE 5 5 CUTCHOGUE, NY 11935-2453, SOUTHOLD, NY 11971 5 5 Located at 150 OAK AVE SOUTHOLD, NY 11971 5 r5 5 Application Number: 2089900 Certificate Number: 2089900 5 ��75 Section: Block: Lot: Building Permit: BDC: ns11 e5 t� Described as a Residential 1200-1799 square ft, occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor, Second Floor, Outside, 5 �C A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed r5j 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 26th Day of July,2006. 5 5 Name (QTY Rate Rating Circuit Tyne C5 5 Receptacle 1 0 30 amp Dryer 5 5 Paddle Fan 4 0 5 5 Disconnect 2 0 60 amp Air Conditioner S 5 Receptacle 11 0 GFC1 5 5 Service 5 1 Phase 3 W Service Rating 200 Amperes 7 5 Service Disconnect: l 200 cb 5 Meters: 1 �] 5 5 5 5 5 55 eseal �7 5 2 of 2 55� This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 OL3rL3F rad PQJL3PLlawl arJ��l awl awl awl arJ�r�rJ arJ�r�rJ�rJ�cnrJrJ awl awl arJ�rJ��l arJ arJ�rJ�rJ��ncPcncn�ncnrrrrrP�l arr�lr�rJ arJ�rJ��l awl arJ��l ail arJ�rPrrJrrcPrJ�I ail a o sA Town Hall,53095 Main Road 1 Fax o3i 765-9502 G P.O. Box 1179 e w..� (63",765-1K-2 w Tiicy.:v . 5ou[uoi0.rvew York 11971-VY5Y BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION . LT..4W-- W / / l d-6 A / Building Permit No. D Owneim Plumber. � (Please print) I certify_ that the solder used in the water supply system contains less iilan 2110 of V/0 lead. (Plumbers gnature) Sworn to before me this day of d 2006 Notary Public, o'unty PATIgCIA CORYIIN Nolry PWk el !2 w Yak iA James F. King,President sours Town Hall Jill M. Doherty,Vice-President s��� �l0 53095 Route 25 ,y, P.O. Box 1179 Peggy A. Dickerson T Southold,New York 11971-0959 Dave Bergen G �O Telephone(631) 765-1592 Bob Ghosio,Jr. lco Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0186C Date January 8, 2007 THIS CERTIFIES that the second-story addition to existing dwelling At 150 Oak Ave., Southold, Suffolk County Tax Map # 77-2-5 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 2/11/02 pursuant to which Trustees Permit# 5525 Dated 4/26/02 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 second-story addition to the existing dwelling The certificate is issued to JAMES & CATHY SLECKMAN owner of the aforesaid property. ;^�" 0,4 Authorized Signature APPEALS BOARD MEMBERS Southold Town Hall Gerard P. Goehringer, Chairman Gyp 53095 Main Road Lydia A. Tortora yP.O. Box 1179 George Horning ^2+ Southold,New York 11971-0959 Ruth D. Oliva �' �!� ZBA Fax(631) 765-9064 Vincent Orlando l �� Telephone (631) 765-1809 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DECISION MEETING OF APRIL 18, 2002 Appl. No. 5097 —JOHN AND CATHY SLECKMAN. Location of Property: 150 Oak Avenue, Southold; Parcel 77-2-5. BASIS OF APPEAL: The Building Department's Notice of Disapproval dated January 28, 2002, denying a permit under Sections 100-242A and 100-244B, because the existing non-conforming single family dwelling, notes a single side yard setback of 8 feet and a total side yard setback of 27 feet. Therefore the proposed addition/alteration is not permitted pursuant to Article XXVI Section 100-244B, which states that non-conforming lots measuring less than 20,000 square feet in total size, require a single side yard setback of 15 feet "the proposed addition/alteration to a non-conforming structure on a non-conforming 10,367 square foot lot in the R-80 Residential District is not permitted. Section 100-242A states, "Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of a non-conforming building containing a conforming use, provided that such action does not create any new non- conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings." AREA VARIANCE REQUESTED: Applicants were disapproved in their building permit application to the Building Department for an "as built" two-story addition to the dwelling, with total side yards of 25 feet (19 feet at the east side and six feet at the west side). (Please see undated diagrams with construction details prepared by applicants made a part of the ZBA file.) Findings The Zoning Board of Appeals held a public hearing on this application on April 18, 2002, at which time written and oral evidence was presented. Based upon all testimony, documentation, personal inspection of the property and the area, and other evidence, the Zoning Board finds the following facts to be true and relevant. 1. The subject property is a non-conforming lot of 10,166 sq. ft. with a nonconforming dwelling structure. The subject property measures 104 feet on the North, 41.14 feet on the South along Oak Avenue, and 140 feet on the East and West sides, as shown on the survey prepared by John C. Ehlers dated January 17, 2002. The property is shown on the Map of Goose Bay Estates (filed in 1934) as Lots 176, 177, 178 and part of 175, and is located in the R-40 Residential District. 2. Granting of the variance will not produce an undesirable character in the neighborhood or a detriment to nearby properties. The variance involves the construction of a second story on an already existing house. The applicant is restricted because of a non-conforming lot. 3. The benefit sought by the applicant cannot be achieved by some other feasible means other than an area variance. The lot is only 10,360 square feet and his proposed addition/alteration Page 2—April 18, 2002 Appl. No. 5097—J. and C. Sleckman 77.-2-5 at Southold will only be 9 feet on the West side and 8 feet on the East side. The house will include a second story. 4. The variance is not substantial because the lot is non-conforming and meets the appearance of the other homes in the area. There is no problem for the neighbors. 5. The difficulty was self created when the applicant acquired the non-conforming premises. 6. The variance granted will not have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district. The construction will be consistent with other construction and properties existing in the area. 7. Granting of the requested variance is the minimum necessary to allow a larger, more spacious home for the applicants, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. BOARD RESOLUTION ACTION OF THE BOARD: In considering all of the above factors, and applying the balancing test under New York Town Law, motion was offered by Member Oliva, seconded by Chairman Goehringer, and duly carried, to APPROVE the variance, as applied for. This action does not authorize or condone any current or future use, setback or other feature of the subject property that violates the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Goehringer (Chairman), Tortora, Horning, Oliva, and Orlando. This Resolution was dul tecT(5 0 . Gerard P. Goehringer, Chairman ho�yoe souryo� coulm TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ION [ ] FRAMING / STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRERESIST CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARK DATE �� INSPECTOR /"yJ �o��OF SOUTy�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION IX FOUNDATION IST [ ] ROUGH PLBG. [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR �o�aoe souTyo� 0T1 WN OF SOUTHOLD BUILDING DEPT. 765-1802 1NSPECTION DATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION RE ARKS: 5vp DATEI ©� INSPECTOR �`�j OF SO Ur TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST �OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [;,�FRAMING / STRAPPING [ ] FINAL [ cY.FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE d INSPECTOR `iii. f so i t TOWN OF SOUTHOLD 765-1802 INSPECTION FOUNDATION • ] FOUNDATION 2ND ] INSULA • FRAMING RIM I FINAL FIREPLACE & CHIMNEY FIRE SAFETY • ,,R MARKS: /I / 1 / I r •� I i I � • i � / ' I i / i r DATE INSPECTORI �o��OF SOUTy�� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �'� INSPECTOR �� Mark K. Schwartz, AIA — Architect, PLLC P.O.Box 933 Phone:(631)734-4185 Cutchogue,New York 11935 Fax:(631)734-2110 December 11,2006 Southold Town Building Department Main Road Southold,New York 11971 Re: Sleckman House 150 Oak Street Southold,New York SCTM# 1000-77-02-05 Permit#30912 To Whom This May Concern: I inspected project insulation work during the construction phase. To the best of my knowledge, the insulation has been installed as per plans and meets or exceeds NYS code requirements. I also inspected the 2nd Floor joist framing at the Entry area and the joists have been secured and stiffened up with steel plates. This work meets or exceeds the NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, A Mark Schwartz SleckamanlnsulCert.doc Mark K. Schwartz, AIA —Architect, PLLC P.O.Box 933 Phone:(631)734-4185 Cutchogue,New York 11935 Fax:(631)734-4185 TRANSMITTAL Date: June 23,2004 To: Southold Building Department Main Road Southold, New York 11971 Attn: Damon Rallis Fax number: 765-9502 Phone number: 765-1802 '0 Apt, � . From: Mark Schwartz n\� Re: Sleckman House 150 Oak Street Y Southold, New York t aP•' SCTM#1000-77-02-05 J2233q -; Pages: 1 (including cover sheet) Comments: The septic system at the aforementioned premises is in proper working condition and has recently been pumped out. The existing residence has two bedrooms with a sleeping loft and we are proposing the new with only two bedrooms on the Second Floor. The flow rate has not increased and I hereby certify that the capacity is adequate and the working service of this system will not be adversely affected by the proposed addition. Please call this office if you have questions or require additional information. sleckmnl.aoc FIELD INSPECTION REPORT DATE /I COMMENTS �,� FOUNDATION (1ST) ------------------------------------ FOUNDATION (2ND) - U z "1 _ 'V _ o - w . k cox ROUGH FRAMING& PLUMBING - - < f - a ss TT1 S/s! -TG a481A "((A/ INSULATION PER N.Y. y STATE ENERGY CODE - - - - --- --- - - IL I �L 440- --OW4/'h/ �fC9iL J� FINAL ] ^~ \ U A&OITIONAL COMMENTS (p i - - O z _ Z �m P � y z x Ly � x 0 ro y Board Of Southold Town Trustees SOUTHOLD, NEW YORK KK,c April 26, 2002 PERMIT NO. Jv. :. DATE: ...._p_ ... ..... ! , a } JAMES & CATHY SLECKMAN < ISSUED TO ....................__..............................._.._.._........... ._ ....__........._._................. .._..... « ' � ,�utl�nrt�ttfinn ., Pursuant to the provisions of Chapter 615 of the Laws of v ' the State of New York, 1893, and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance en- titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;'.': and in accordance with the Resolution of The Board adopted at a meeting held on ..April 24, .. 9.... t 2002.....:., and m consideration of the sum of ;.....20.0. 0. . ... paid by ' James & Cathy.._Sleckman..._........-...._....__...._......................................_.......... .. ..._. . } of ............St.....James................................................. N. Y. and. subject to the Terms and Conditions listed on the reverse side hereof, s, of Southold Town Trustees authorizes and permits the following: Wetland Permit to renovate the existing dwelling and add a second-story. all in accordance with the detailed specifications as presented in < the originating application. IN WITNESS WHEREOF, The said Board of Trustees here- by causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. �FFO ro Trustees r i1N NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-02975/00002 Ah July 24,2003 FACILITY/PROGRAM NUMBER(S) CPERMIT EXPIRATION DATE(S) Under the Environmental July 24,2008 Conservation Law TYPE OF PERMIT■New ❑Renewal ❑Modification O 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 Certifica- ❑ Article 27,Title 7; 6NYCRR 360: tion Solid Waste Management PERMIT ISSUED TO TELEPHONE NUMBER James Sleckman (631) 862-6311 ADDRESS OF PERMITTEE 105 Astor Avenue, Saint James, NY 11780 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER NAME AND ADDRESS OF PROJECT/FACILITY Sleckman property, 150 Oak Avenue, Southold COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Goose Creek DESCRIPTION OF AUTHORIZED ACTIVITY: Construct additions to the existing single family dwelling and install a sanitary system. All work must be done in accordance with the attached plans stamped NYSDEC approved. 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 George W. Hammarth (DP G Region 1 Headquarters, Bldg.#40, SUNY, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATURE DATE Page 1 of 4 .u, Jul 23, 2003 95-20.1 (8187)-9d New York State Department of Environmental Conservation vN 0 T I C E NEW 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 IMM5 4 �I (� GE_j�r IST t'!'_ �/. �1.0 Expiration DateJ-U��000 NOTE: This notice is NOT a permit NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 1. 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. 2. The storage of construction equipment and materials shall be confined to the landward side of the dwelling. 3. 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. 4. Roof runoff shall be directed to drywells a minimum of 50 feet landward of the tidal wetland boundary for immediate on-site recharge. 5. Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2' above seasonal high groundwater. DEC PERMIT NUMBER PAGE 2 Of 4 1-4738-02975/00002 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 oralterthe structural work,obstructions,or hazards caused thereby withoutexpense 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 extentand in such time and mannerasthe Department of 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. 8. 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 oreoared by John C. Ehlers on 4/5/00 and last revised on 2/10103. DEC PERMIT NUMBER PAGE 3 OF 4 1-4738-02975/00002 • NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 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 Departmentof 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 orfacilities 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 agentwith 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 SAPA 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 Departmentfor renewal, modification ortransfer 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 PAGE 4 OF 4 1-4738-02975/00002 7-Z _J.- TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DISTRICT SUB. LOT FQRMIE O/WN�,R /`/ N E ACREAGE / Ez /Vl K CJ e✓ 2 3f- S W TYPE OF BUILDING 2ES.A/6 SEAS. VL. FARM COMM. I IND. I CB. MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS 7 e aL �90� s�2 A dP.raa�-✓d_ / r sleC rr 70006 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER / 9s' 4e Farm Acre Value Per Acre Value FRONTAGE ON ROAD Tillable 1 BULKHEAD Tillable 2 DOCK �DO Tillable 3 "o . ';: Woodland �Y _ �,.. swampland +� +� .••. 3rushland -louse Plot rotaI ■■N■■N■N■N■NN ■N■NN■11■N■N■ ■■■N■N®■IIN■■N ,u _ _ ■ii��ON■N ,� Rooms 1stFloor TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying'? TOWN HAIL 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. /!�� Check Septic Form N.Y.S.D.E.C. Trustees Examined I 20 Contact: Approved �20 Mail to:� Disapproved a/c Ra A&V34 C1-,M' I / - Phone: 731 —41f5 Expiration ,20 6 _But d �nspector ivy UU4 APPLICATION FOR UILDING PERMIT j Date O,PUZ-7 ¢ 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. 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 shalt 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 re do , and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applican Nr name,if a corporation) 3 (:Z Pa Bot- 93aYof:7W (Mailing address of applicant) State whether applicant is owner, lessee agent, architect ngineer, general contractor, electrician, plumber or builder Name of owner of premises JAmuS b Lg6X1GjA%A) (As on the ta/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 iof land owhich pry d w ill be done: S O '.�1K- ,S House Number S ret et Hamlet County Tax Map No. 1000 Section 71 _Block d Z Lot 4 j Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of prem es and intended use and occupancy of proposed constfuction: a. Existing use and oc, Filey/G y Xf f la6Poy J74c- i b. Intended use and occupancy 5,4.-q4E ,�// 3. Nature of work (check which applicable): New Building Addition . Alterations Repair Removal Demolition Other Work—V/� (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwetfing, number of dwelling units Number of dwelling units on each floor If garage, number of'cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. See. P(. I&) s 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 5CIE 54140 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner wn 11. Zone or use district in which premises are situated /� 4-o -� (�ilvE Zl3A 12. Does proposed construction violate any zoning law, ordinance or regulation? YESZ NO 13. Will lot be re-graded? YES N(NWill excess fill be removed from premises? YESY_NO 44AIES C471dr IPS 4STVrC /luE7 pQ p 2 G 14. Names of Owner of premises SGEGY+NMIJ Address ST•J41V,5 N y Phone No. 862 Name of Architect MAeCK SGhfwih✓L-T t AddressA 60P3,3 Phone No 7 4- 41 RS- Name SName of Contractor Address G</X 0V4&,e_ —Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ✓t 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 jCNO * 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 ) e l 4mt V(. H 6+ 1 11t Tz-- being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Zn (Contract r, Age , 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 wor will be performed in the manner set forth in the application filed therewith. Sworn to before me this c� day of 20� NotaryPublic Signature of Applicant LYNDA M.BOHN NOTARY PUBLIC, State of New Yoik No.01808020932 Qualified in Suffolk County Term Expires March 8, 20Q� Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release Ic Data filename: C:\Program Files\Check\MECcheck\SleckmanHouse.cck TITLE: Sleckman House COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE: Non-Electric DATE:06/23/04 DATE OF PLANS: 06/22/04 PROJECT INFORMATION: Sleckman House 150 Avenue Southold,New York k;* O St- -V r COMPANY INFORMATION: Mark K. Schwartz,AIA-Architect,PLLC µ P.O.Box 933 s It Cutchogue,New York 11935 �• ! Y . Q ' COMPLIANCE:Passes +w�,p� J2233q -t� 'rfl garb Maximum UA= 390 Your Home=369 5.4%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1224 30.0 0.0 42 Skylight 1:Wood Frame,Double Pane 30 0.400 12 Wall 1: Wood Frame, 16"o.c. 2306 19.0 0.0 114 Window 1: Wood Frame,Double Pane 393 0.340 134 Door 1: Solid 21 0.500 11 Floor 1: All-Wood JoisVTruss,Over Unconditioned Space 1184 19.0 0.0 56 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 MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc DATE: 06/23/04 TITLE: Sleckman House Bldg. I Dept. I Use I I Ceilings: ( J 1 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1: Wood Frame,Double Pane,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: I Skylights: [ ] I 1. Skylight 1: Wood Frame,Double Pane,U-factor: 0.400 For skylights without labeled U-factors,describe features: I #Panes_Frame Type Thermal Break?[ ]Yes( ] No Comments: I I Doors: [ ] I 1. Door 1: Solid,U-factor:0.500 Comments: I Floors: [ ] I 1. Floor 1: All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: I Air Leakage: [ ] I 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 I 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: [ J I Required on the warm-in-winter side of all non-vented framed ceilings,walls, and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ J I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return duds in unconditioned attics or outside the building must be insulated to R-4. [ ] ( Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return duds in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return duds 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. Dud tape is not permitted. Exception: Continuously welded and locking-type longitudinal joints and seams on duds operating at less than 2 in.w.g. (500 Pa). [ 1 I Duds shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. I Service Water Heating. [ ] I Fater heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I 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: [ ] HVAC piping conveying fluids above 105°F or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pine Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Uo to V Un 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 Ding System Types Range(F) 2"Runouts I"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) 1 MNO-BORKS DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL r I � I � I � I � � I,• I 'I I I I I I . I I � I � I � I II II h r ULTIPLE SECTION ASSEMBLY: I I I 1/4'THICK BOLTS @ 2'OC II II I II II I I II II I I II II I I II II I I II II N.T.S. I.I'-- ��:• 14',. IJ' FOR PANEL SPANS: I I I I I I I 4'OR WIDER SPAN I I I f 23132'APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I a,:• I _• I (OVERLAP AROUND OPENINGS 4-) I I rl h II II 2x4 STRONG-BACKS @ 24-OC I I I I I j- ASSEMBLY: I I I 1).PREASSEMBLE PLYWOOD TO 2x4'S:#10x3'(w/WASHERS)GALVINIZED OR I I STAINLESS STEEL WOOD SCREW @ 12'O.C. I I 2).ATTACHING STRUCTURAL PANEL FASTEN TO BUILDING w/ 11" #104'(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16'O.C. 1a D Aqc�'+,a ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: pq.E. `W 5C !y #10 TEE NUTS ATTACHED TO BLDG.w/#10x1-1/2 (W/WASHERS) MACHINE BOLT @ 12'O.C. A,? (. °\� r r D J22339 � ,' y ROOF 400 RooF VENT 4 ATTIC 1 W 1112 /114 1112 1114 1112 3 SHOWER SHOWER SECOND FLOG 1114 9 g33 11/41 C.O. KITrHFN BAll 1 3 FIRST FLOOR C..OIZ 1114 o A ►,..,.rte �. � qct;. y IN SCS, BASEMENT ? N 11/4 1114 4 �4 _ •+. W.M SIN t 7� J22339^0. BASEMENT L C.OI 1112 1112 _ 4• -----)TO APROVED SEPTIC SYSTEM HOUSE SLOPE" 1/4" PER FOOT PITCH TO Tw DRAIN PLUMBIN , 6CHEMATI N.T.S. SURVEY OF LOT5 176, I77, 176 4 P/O 1-15 A5 SHOWN ON MAP OF N 6005E BABY ESTAT -5 FILED NOVEMBER 13, Ig34 FILE No. 1176 WE SITUATE-50UTHOLD +10t TOWN: 5OUTHOLD s SUFFOLK COUNTY, NY SURVEYED APRIL 5, 2000 AMENDED: 0I-30-01, 0I-Il-02 02-10-03,12-30-04 SUFFOLK COUNTY TAX # 1000-11-2-5 CERTIFIED TO: - — ---- JAMBSSLECXMAN70 Rum-- ----_- -_-- G ed lRpad PO HighWater z F LES p - 2 I— CA O _ a ���Q�p/�p_ of �vok Wa� / �^""i IO 3O", 57.63' OF Bank r IP it �\ I / ZoN 9 \ II I � o a,�014TOOR I7 i �32:.54�IGE o� pR0P05ED 5 Q 2 STORY �� p,pDITION _Fj 8 100, from / (exi5tin�_ AA Story �I Frame al = e I O' FF 01 t 26' o" col) ZZ0 m S > Iv q) e 13' 130.0' el 14' N 0$9301 ' 26.15' Avenue Oa NOTES: ■ MONUMENT t �\ STAKE AREA =10,166 50. FT. OR 0.23 ACRES TOPO REFERENGE5 NOVD '29 DATUM \ ;; FEMA MAP #3610360166 6, EFFEGTIVE DATE MAY 4, 1998 JOHN C. EHLERS LAND SURVEYOR •. GRAPHIG 5GALE 1 20' 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 RIVERHEAD,N.Y. 11901 ° 369-8288 Fax 369-8287 REF.\\lip server\e\2000 pros\20-141B.pro REVISIONS: `N``l`l`\\� 1111 a0� _ a __ I I � C - H Z �U W W 12 ) _ t � Z. Q 0 0-6 ul i Ailu r SOUTH ELEVATION SCALE: 1/4" = P-0" - 0 Z C � o ra E ° o • u no N U N Ln a�. DRAWN: MH MS SCALE: 1/4"=I'-0" JOB#: f` May 31,2006 .i SHEET NUMBER: " js A- REVISIONS: J,T/.', -.r/ Apia 41 F- - Z - _ ® � P - - - - - - - - _ - _ _- - - - - _ cz Z - - - rI I ITm t Cm CEJ O 0 NORTH ELEVATION Lo SCALE: 1/4" = V-0" 0 Wz � 2 E ao � 0 U � o N Ln r t: 4 SC,yrti P� wr DRAWN; MH/MS SCALE: 1/4"=1'-0'• V IDB#: May 31,2006 9 J,tt3 x SHEET NUMBER: A-2 REVISIONS: I= +111 I Imo\ IIIN r - r �� i L, �•r- ^ate , m` - - - - - - T- - — - — - _ — _ — _ — O ® ® Z Lr� L a J w 66 - Q - - - r W z O L-{- 0 0 ® tLx r-1 oil - - - - - - T II 1 1 11 �- I 111 11 Ull 111 11 11 EAST ELEVATIOIN SCALE: 1/4" = P-0" :3 O � Y 2 WZ C ono f Q2 E oD 0 Y0 U O U) �.% O hpCiyy n DRAWN; MH/MS Q y • SCALE: R 3aa a: May 31,2006 SHEET NUMBER: A-3 REVISIONS: Il'-13/4" 6'-3 5/8" 3,-3" 3'-3" 3'3" 2'-31/1" C135 C335 FWH90611SASL 4-DHT21015 TRANSOMS OVER 4 T 10510 u � 0F3'3 •�y � car BIL -0OOR � u p � N � � 00 mQ D IQTCHEN m �DTON LIVING ROOM 00 ABOVE m - x 3 z O 2x6 1— Urg3 WlDX15 STEEL A(FLUSH HEADER) _ I- 2%fiP M6 NG WALL - - - - - - - - - - - Z g ( )DF#2 2,_p„ LU of 4 Wil LL F - ON 4'_B„ Q 0 s z W o & ❑ � O a Q r DINING ROOM - - oENTRY UP 3,-6" DENto /^1l 5,- /2" 3'-8" - - 13,_2" W (2)TW2846 (2)TW28.4fi = I j Z 0 —� �— (B a o E o EE) —2-2%18 DFN2 "oak O V / 6'-5" 6-21/2" 10'-21/4" 6-81/4" � O Rg4..ot 9-6 rM iu 1P-7 1/2" 6".. le-lo 1/2" 4f * k DRAWN: MH/MS 1ST. FLOOR PLAN h* .^ [V, SCALE: 1/4"=1'-0" ,M, 1 ]OB n: c,.. May 31,2006 'a ,` < oo)� / ,, SHEET NUMBER: SCALE: 1/4�� = 1 -0' .�:�,_�;,� � �^ REVISIONS: AN Moll •:;�..- 3s'-e" � SS-10" V 0 1/4" 6-61/2" 6'-312" 5'-01/4" 6'-5" 6-5" UN2B 7W2952 TW2052 M2452CTN34 TW24310 TW04310 TW24310 ti CATHEDRAL c. c ® CEDING x U ❑ F OPEN v / BELOW ❑ MASTER m BEDROOM z II II II II g a -RAILING- W C - - - - - - - - - - - - - - -'-'- - - - -- - - - - - RIDGE ONE 12'-3" 2214011 C1 Z DN °� o 6" W 5'-SO 1/2" T-B 1/2" �, 1.-6.. P-5 z a _ _ _ _ _ _ yy� _ _ _ _ _ a - _ - - 0 O W.I.C. H L.C. n 2-4 a 3 BATH �T _ �T BEDROOM 3-B B'-3 1/2" O a O 5'-2 1 Y' 3'-4" 13'-2" MASTER o BATH o ul O O o _ >- z � o TW2I892 TW2I636 (2)TW2046 h JO L 6-61/2" L 94" I, 13'-51/4" 6'-81(4" ¢ _ O D 36'-O" 2ND. FLOOR PLAN SCALE: 1/4" = 1'-0' n a DRAWN: MH MS SCALE: 1/4"=1'-0" a 4 JOB#: 1"`� ;1 May 31,2006 SHEET NUMBER: A-8 REVISIONS: CONST SET 9/19/05 REVISED 10/26/05 REVISED 11/14/05 42'-4" m'-D" 12"DIA.CONC. __ p PIER T-0"BELOW GRADE I ' nn LEDGER CONNECTED 2%6 ACQ GALV.BOLTS D7 @36"OC TO HOUSE W/2-1/2"CIA. W/WASHERS �l u e SEPTIC C `� i LL e .0 @16"0 0 a ° 3-1-3/4X9-1/2 ML _ — -9- a -DROPPED - - _ - - - .gip -� _ — _ — 7'-1P' 7'11/2" 7-61/2" 3'-R. N ¢ ~ : w r LOCATE COLUMN 'NOTE: Z MICROIAM GIRDERS TO BE INSTALLED FLUSH _1 UNDE0.POST ABOVE p __ WITH TOP OF FLOOR]GISTS TO MAXIMIZE i i HEADROOM BELOW. u I p a = J i 3-26 - a 3- X6 DF#2 —bRO — p ? HEADER LOCA --.' IFADDINGADFLUSH HEAAL W/FTG. o R — - 9'-234" ��.��(( 2X6 ACQ Off! TION TO BE _ 3-2X6 DFfi2 W 2-1" L FLITCH P TES D]@l6"OC O x VERIFIED IN FIELD BY G.C. - - {- NOTE: FW SH HEAD v �' z UW] n ,v i� H IN CENTER GIRDER MAY B SUBSTITIIipD v O L - - N WITH 3-AS DF#2 I i U = O O EXISTING AL g'BASEMENT : T-6.14m V D4 :2X6 LEDGER CONNECTED --T - - -- :TO HOUSE W/2-1/2"DIA. 2-2X6 DF#2_'- - 'v :GALV.BOLTS W/WASHERS i FL GII DER : n i [1 : RE-BAR NPTYP (MIN.) ul W BIB I ____________________________________________________ _ _ _______ _____ _ Z _______________________________-BRLSxDONDA'riDNVENT ___ _______-_fitee r_______________ _________________ _ 2XB LEDGER CONNECTED : ljlpl � Y O TO HOUSE W/2-1/Y'DIA, `------- GALV.BOLTS W/WASHERS uo = TOWN WATER O O �1U USE SIMPSON HANGERS AND ANCHORS y/ WITH Z-MAX TRIPPLE PROTECTIVE COATING 12"DIA.CONC.PIER FOR CONTACT WITH ACQ Ln L W/24"%24"%12"CONC. - 2 i 2%8 ACQ GIROEJto +_ FTG. FOUNDATION PLAN gid: DRAWN: MH MB r, �.' � �• N - SCALE: 1/4"=1'-0" PROJECT NORTH ��' W IGB#: SCALE: 1/4" = V_0' e # November 16,2005 'e ih� dad, •i SHEET NUMBER: II \� MARK K Ill AI ARGHITEGT PLLG 36'_0" FWH 90611 ASL 76210510 T6210510 76210510 76210510 76210510 G555 TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED -2X10 P. �2-2X6 2-2X6 2-2Xb ry Er N m I �sm o K I T C H E N , ` eEDRooM R e v s 1 o N s � � LIVING ROOM I o III o 00 �I ® III L I V I N G ROOM 0 — - - - - - - - - - - - -- - - - - - - - - - - - - 00 ^il OPEN TO ABOVE ry G C' SLEEPING LOFT o P ° ABOVE PANTR GAB nrv�' o DINING AREA - - - REF II � 4X4 POST 3_ 3/4 x 9 1/2 MIGROLAM (UPSET) _ - O G LG _ _ _ _ _ _ _ _ _ _ _ _ _ \-4X4 PO5T _ _ _ SUI CN " m U m o 5- 15/4 x 9 I/2 1 �a" 1 y4." 2 9 4' •1'-2;/e" -0„ �- in MIGROLAM (UP5ET) 2- /4 x 9 1/2I m -�----- DIN. UaL�iTTUP - ttl i ti BEDROOM .mp KITCHEN off, 'IV' X Z o- 0 ry o s DEN k _ GL 000 2 1VL OI V Ill 4e m o N m U O G n D I N I N T AREA 3 -1y�° < 0. a I ENTRY uP ay " 1e'-3° - °�,I,-a" i m I�5\ 2-2XIo 2-2x6 QPa 'N 0 P. „t2��— unR._ r: DATE:2846 2046 FEE 6 g',� i NOTIFY BUILDING— L, i;HENT AT ^ O WDH45-2 42-2-20 765-1602 SAM TO n PM FOR THE 01 DD m (n OCCUPANCY OR 1.GFOUINDA. IPlSPErTyJiJSf f)IAED USE IS UNLAWFUL FOR FR BIW , 2 ' - ¢-�x1D ROUGH - ALIIr�� 0 WITHOUT CERTIFICATE 4. FINAL FT°N 5TaUrTIGrm YU9 z:) p EXISTING CONDITIONS OF OCCUPANCY BE .R - ), N v ALLCe'JET':L' ML;Pd' �",HAIIU nA� THE SGALE: .Y4" 1'—O' FLOOR PLAN REGUI' Vt0pS, vFrH1E�„ 'E�y -6V," -e 1^ s'-4 y° z0'-IYz UNDERWRITERS CERTIFICATE YORK SYA4E. NOT FESPGws� KR -3. REQUIRED DESIGN CH 000,0,l EMU, ALL CONSTRUCTION SHALL FLOOD ZONE '� '4 MEET THE REQUIREMENTS OF THE Q iu COMPLY WITH CHAPTER '46" CODES OF NEWYORK,STATE. HFLOOD DAMAGE PREVENO FROPOSED FIRST FLOOR SOUTHOLDTOWN CODE.TION FEAN SCALE: Y4" I'-O" PLUMBER CERTIFICATION PLUMBING ON LEAD CONTENT BEFORE U.1 0 ALL PLUMBING WASTE CERTIFICATE OF OCCUPANCY Z U--. s WATER LINES NEED SOLDER USED IN WATER TESTING BEFORE COVERING SUPPLY SYSTEM CANNOT H EXCEED 2/10 OF 1% LEAD. N CERTIFICATION OF 01 NAILING & CONNECTIONS 111�KKKN 1 REQUIRED. COMDLY WITH ALL CODES OF U' NE!'d YGRr STATE & TOWN CODES Q RETAIN STORM WATER RUNOFF AS HG IF. .% AND CONDITIONS O PURSUANT TO SECTION 45-IOC ✓ SO'.THOLOTOWNZBA V OF THE TOWN CODE. _ N P SOI- ^^O;a6PlANNINGBOAR __ ✓ SOI,THOLDTWA TRUSTEES Lu ✓ N.Y.S.DEC DRAWN:FS C •qcy`'�, 5GALE: V4'•I'-0' o`p ,,INS ¢ { DATE: JJE2004 �• '"" 5HEET NUMBER: ��or us'�� A (dW) MARK K W.~TZ, AI AROHITEGT M-LG � GTN2:25BAOVE E55 2 'T 4522452 EX6 22 21 2 X6Jul Iui 5 H O W E R B I N REVISIONS O O I"I r l 1 I 1 � � °❑ Lo � NI 1 NI I NI I p I I IN N OPEN SELOWI 2-2X10 I I " o of m ry — X I 1 I I I I b m b y 2-2X10 -2X4 p V o N 3 P 5T , Ln l ABOVE I 3/4x 11 We, RIDGE J -(3 n —1 to - Ixl `r - 1L � a cu MIOROLAM RIDGE 4, " 1'-7�/z° _ X m _ m X z U1 ooW GL ® Q O LL a o l� al=1 w W.I. CLOSET O x p H rycxv 00 L - - - _ ® ° BEDROOMS O KU w O � 5EAT MASTER ACTH SEAT N x BATH 2 � 2442 O 02442 2-2X6 Q Q 3E6'-0" Q Ll ' ` Y PROPOSED SEGOND FLOOR SECTION A-B O O SCALE: 1/2"=1'-O" SCALE: y4" = I'-O" (� 11.1 z V N LU 0 LU l(1 Q Q z � v LU N DRAWN:FS ° ARO ' SCALE: I/4'•I'-0' 4 �U19Clyk�� JOB #: Y 1?N'�\'n DATE: .IJPE 200:4 ¢ SHEET NUMBER: y ^ je .T 0 op ; 1 'iII ,�4a MARK K. 90~T7, Al EGT ARGHITM-142 �12 GTN2H -- T �0 -81:6Y�OOA51NZ _8 -a 0 m gg0 REV1510 N5 (25OW5) FIN. FOOR LINE 5EOOND FLOOR FIN. FOOR LINE ❑ ❑ ❑ ❑ � _ _ V in SOUTH ELEVATION Q m ftr NORTH ELEVATION OL cn T r 5GALE: Y411 I'-O" 5GALE: Y4" _ '-O" T ~ - T V x z � w X = O O < V O < d ap Qa Q I 2 O N 12 TE d N ,i4.s V- z O O Ll t > 51� z ua n Q N w Y V Ll LU DRAWN:F9 5GALE: V4'•P-O' �* ° "pcy ' SOB WEST ELEVATION EAST ELEVATION ,.r �`wscykr�� DATE: .ue2004 5GALE: Ya -O° 5GALE: You 1'-0" SHEET NUMBER A�4_ air i 7 CONSTRUCTION DETAILS 4 WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS _—CONNECTION LOCATION: PART NUMBER: N0TE51 .fes .,� RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER _ NOTCHED RAFTER -� RAFTER-TO-PLATE RTI5 APPLY TO EACH RAFTER RAFTER p � ' � � T_ — (USE WITH SPTH4 CONNECTOR)_ _ RIDGE- RIDGEp• PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD \ — i 2ND. FLOOR WALL-TO-15T, FLOOR WALL 'LFTA OR MSTA391— M A36 APPLY TO EACH WALL STUD HEADER-TO-JACK STUD LSTA12 APPLY TO EACH JACK STUD __Cf21PPLE S7Up-TO-HEADERRT3 OR RTI APPLY TO EACH CRIPPLE STUD _ / IVA�I SHEAR WALL HOLDDOWN ANCHOR AD65, APPLY TO EACH SIDEWALL END / 1ST, FLOOR-UNDER-SILL PLATE MSTA36 OR RSI6-R WRAP UNDER DOUBLE SILL PLATE TYPICAL RIDGE TD RAFTER STRAPPING TYPICAL RIDGE @EAM TO RAFTER STRAPPING — (USE WITH 3" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MAINUFACTURE'S RECOME14DED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, RAFTER -- PROVIDE 1/2" SPACING — ^ BETWEEN THE END STUD AND THE 2 OTHER STUDS ANCHOR BOLT CONNECTION -1 RAFTER • ANCHOR BOLT CONNECTION FOR ALLOWING FOUNDATION 5IS"DIA ANCHOR BOLT CONNECT CORNER STUD SUPPORTING MAXIMUM SPACING j \• HOI-DDOWN INSTALLATION SILL PLATE TO FOUNDATION TOP PLATE �'--0 / / \ CONNECT TRANSFER SHEAR (CRAWLSPACE ORFOOUNDATION ISTORY 72"OC TOP PLATE —0 /' FASTEN WITH (2) 16d SILL PLATE TO FOUNDATION YSTORIES 36'OC COMMON NAILS 9 �j° O.G, (CRAWL SPACE OR FOUNDATION) WALL B BOTTOM PLATE TO FOUNDATION 1-2 STORIES 5T OC WALL STUD — O 51DEWALL / // WALL STUD — f7 ( % (SI AR-ON-GRADEI ENDWALL USE WITH 3x3 SQUARE WASHERS i \ (USP LBP658 OR BP563) TYPICAL RAFTER TO UTALL STUD CONNECTION LTEALE /RAFTER TO WALL STUD C6ONNECTION SFNEAR' WALL CORNER GgNNECTION Y >. 2ND, FLOOR WALL STUD --- OSTUDS- 2ND. __ \ KING STUDS WOOD JOIST— p \ \ � f �< 2ND. FLOOR PLATE __. ,O CRIPPLE STUD SUBFLOOR BLOCKING RIM BOARD -- -0 HEADER �'� � WOOD JOIST� .:\ - '\ �. \ / GIRDER/HEADER -- O IST. FLOOR TOP PLATES -- JACK STUDS— WOOD GIRDER-----, .� WOOD JOIST--- IST FLOOR WALL STUD ----0 'I- TYPICAL HEADER CONNECTI .. =.�- ___ __ o .q JOIST' FRAMING OVJ OVER WOO_p GIRDER AcJOIST MING FLUSH WITH GIRDER/HEADER yes IN SC, TYPICAL MULTI-ST---ORY CONNECTIONS ¢ r -- -- \�•\ [ST. FLOOR WALL STUD — © 23Apr� 1r J23q % 1ST, FLOOR PLATE --- op, rr f,M� \ SIUBFLOdR -- SILL GASKET WALL,STUD / WALL STUD'— O BOTTOM PLATE 150TTOM PLATE— \ RIM BOARD TERMITE SHIELD BATHTUB / SUB FLOOR DBL BILL PLATE$ — DOUBLE, JOIST DOUBLE JOIST \ pOUBLE.SILI PLATE (TO OVERLAP JOINTS) P 14 FOUNDATIION WALL --- a a FOUNDATION WALL 0 - JOIST -F -JOISTf R 17NDERA,6A.THT11L9, DOUBLE-JOIST FOR NDN_-6 INC WALLS !ST- FLOOR TO FOUIJD4TIgN CONNECTIONS SILL PLATES TO FOUNDATdON A�NCHORI_t . i I i "b lit N ' �4L NOTES -- - NAILING SCHEDULE ------------ WiND FRAMING NOTES = - FLAN CONTENT$: -- _ f 1I RIgGE-a." .Er ASSEMBLY: --"�----- - ROOF FRAMING: _ —fig t-141'x 28 povge sane shall be allachd a eeGt pelt of allF.m In arnrdance to IaMe 3 4 - --"- When a roles Ian is aced In leu of a ridge slap;the pumper of 10d avmmen nbds requned NAIL NML ---_ ----- JOINTDESCRIPTION [).The CONSTRUCTION NOTED- In such and of the rdlar de need nlexceed the tabulated number of Bd ells in the¢Iran _ _ OTY SPACINGNOTEGRPFTER TO e' B OHI'In - .. WAL,L:3Ad COASMpN EACHucdunduawoenleiergloleJluLnstcdeal n 2 RAFTER-T6 TpP PLATE TOE-NAIL iOTLL 50. FT OF N6FRUCTIO ' -""-"^ndfam gdetolls,Inns am Intended As tasiaditn ea,pN a ovbattire Lateral framing An Apl ee Sw,IMnm oclinafor taller,ceNnp ar Noss tat Isle she h __ I_0'WALL,q-Bd COMh10lJ RAFTER e bdurnkslin w114in Ill;.set of canalerellyamde-,dggop,mO,I] .ntrarcenndcomplbt:,fwllhdiding New Vork Accordance to IaMe 33,When a reflex or truss do nvl lull In line wtm studs beta�,letters CEILING JOIST A'WALC 34M EACH DESIGN CRPTERfA FREECRIPFIVE AS p32 N.T.S. RE6tDEhl71AL CGN6T U i IUWldagctailsanfi,,GnarelContreGorisaeponsiblaforpravWingstandard Orlma¢ls shall be almchpd to flip wall top plate and the wall lop plate ahull b1,atladreJ to TO Top PLATE 1s, WALL,4-BQ COMMON JOIST TO-NAIL __1335 k C FON CODE AHG.ueHgn delMi¢And pmnQurea to ensure a Y y CEILING JOIST TC. AS AER TABLE 3.7 EACH FACE _FRAPIIN- s F -- C µ � '`�an a Weamerpaof rompleled pmdud prgledsionell Bnishad,slmcwrall INA to the Well dud vnlh UP10 rAnneC,ens.Roofs vverhnlila the m'A Sid.of the'buddmg PgR,t11J.EL RAFTER u atEMiS _ Ab P€RNSshell be connected will,uplift an...of.,,,,,=-Warr--till table 33c WIFCM-SBC LAP NAL EXT. BALCONIES General Cbnkadnr is renonsihl0 lar Sonoma that all walk And condUAdkn 3 WALL-TO-WAL CEILINGJOIASPER TABLF-3.] EACH FACE SO cuirenllpder,h elf,,county andlncel rgdea,ardinences And repnlmins,me VJnll slbds snoop ntle$6deM elowaRaorlgvel shalt be aaarbetl with upllg connaGinns in OVEk PARTITION ASWFNCMASfifc 4 LAP NAIL DECKS 4G Shpee be edamlobe ponsldered as pail of lam npedicallons'for thin building and mIrsdap COLLAR TIE EACH FACE ATTICS W. STORAGE 10 ¢hnitl be adherd l Avers p III m se will,the Ian g studs ll be al acha 3.3b.When,re.,Iit a abova do not fall In line will studs below,the Tq R_AFTER WIFCM-SBC___END NAItr ATT'C6 w/ STORAGE s Arcadia, 1pacnmm.n monlber In the Boar as¢ambly wrm uplift Contractors in _ DESIGN LOAD CALCULATIONS 20 3.Dimpnains shall take acrnrdsndp vilih table 33. BLUCKWO EACH TOE 'LIVE LOADS PSF) 2-Bd COMMON ROOF tGROUND SNOW LOAD) 45 precedent aver scaled dawingc TO RAFTER NAIL ROOMS roTHER THAN 6LEEpING) (00 NOT SCALE DRAWINGS 4) WALL ASSEMBLY TO FOUNDATION —RIM BOARD - 4G First Wall shirts shall be Can TORAFTER 2-Had COMMON EAGH END ROOMS (SLEEPING) 3O 4).Thadeslpner hasnalnenebgapAdg what plan. prmI And assumes no rannmalas Blastula eel IBhevelemrinarum on)bedamagll.f 7rlprl os ip�nle Wllh bphlt ENb NAIL STAIRS"AffreHhhy for saillbondochniqung wllh tne¢e plane,bar iaepornbllllyeor lvandalin and slab.omgrede,15 Inches in mason Plock foundnoons,or Copied ti WALL FRAMING: 40 cnalruclipn Meana,rnpllmds,techniques, sespondey,m procedures,or for SafM _ -- GAURDRAIL6 (ANY DIRECTION) __-- 100 Y Tha plate And nallod In occordenw with table 3ipb.What steel slat sere laaPPetlrrpe NAIL NAIL -. EXPDAt RE ••AEA Of2Y Pra4u IF--- Wpmgrpms in nn o.the .,rgFmp.There are no wermnlioe Iola bottom plate,3 inch cqunn weIslraftbI uenJ with the enclmr ally.Mcphwb pular aha JOINT DESCRIPTIpN NOIf_S speCJllc use exPraevd arinrplietl in the use of lheeepins QTY. SPACING _ LOAD PATH SEE CONSTRUCTION ANDWMD PATH CONNECTION cPuung b b he spaced and load In gc.ordns.1.table'3.2. In Addition to sp idng, TOp PLATE TO PER FACE IIAIL _/ROOF - FOUNDATIO ) - A) Rotor In the Wlndowend Dbaraahedule lar axledgr npenlnBc `r'Ih?ybolperp tube spaced belwem 8-T21nr1rad ham lbs en.fndll pleantl ell TOP PLATE 2-1d COMMON _ DETAIL PgGE CGENERAL NOTE PAGE - FOOT SEE NOTE i NAILING 6GHEATIO 6) Th.Gmragl'ConuaGorlloencuro that masonry or prefabraclatl greplacea maul, SI TYPE EXTERIOR SHEARWALL CONNECTIONS TOPPLATESAT 4--Paul COMMON JOINTS FACE ----�`'€E GJ=NEgAL NOTE PAGE -- .r ezcads man11faqure's spadlt.allone and a Inble codes T v INTERSECTIONS _ EA SIDE __ NAIL_ ---€��A`d---- __- SES FLOOR PLA11 ANpy1NDOW PPI r I exlerlor sheerwelle with p rrdnRnum gA116 ihdl woad Slmctural panel on the Axterim STUD TO E,--_-- 7) The GAarel Cnlrzclor IS to c.n,pltwllh the Water far All bullFl-hams 1 bele Wim ad cummrve nulla d 6"n c.at life pinnal edge,and 12-a c.in the Bold,and STUD 2-Tad COMMON 24• FAOh such AS bookcaepe,shelWng,ppnly,dpsels,alms,eld edges"it to'-s Inbthe field'shall be n acro daoard on the nce wish the lebit ngth a-Fid emonlatePaGllad HHEADERD Fair, O L _ NAIL` Tad COMMON N OC FACE B) Wind loatl requlrcrnenls-hall be taken Into gcmum during consnvdfinq in laLlo315e-b. _ ALONG EDGES -NAZI, --' -- - - _ TOP OR BOTTOM 2-t6tl COMMON PER 2x4 STUD END -6).TYPE If EXTERIOR SHEARWALL CONNECTIONS __PLATE TO STUD 9_16d COMMON PER 2.6 STUD NAIL FOUNDATION NOTES: Type 11 aXedorahamwulls chaff meet lhetegWrarnanl of table 3.15n b Hmne the appU,v;M, BOTTPM PLATE TO: N,The Genre(ConaedoS antl Masan lvavrnW plwa,elevellone,delWia and notes to Imgph diusunem fnaryln 1pbla 3.16 FLDOR,IOISi,BANO,IDI6T, 2-'tart COMMON PER FACE NAIL tlet,rmme Intended heights 0 knislvd Pa.,(.) be.typical grade END JOIST OR BLOCKING FOOT SEE NOTE 1.21 PLUMBING RISER DIAGRAM 7) INTERIOp BIIEARwgLi CONNECTIONS FLOOR FRAMING: 2j.All foaltngs la rose on unalvwlbd(vlrglnl roll Allowable sl ewa0lengms provldd in lhlc 3.74 shall be eniaed to bel bdcrmrshenmlads srensed 6lmalhinp and mnneGiond shall be In accord nrce wi,ton _ 3).Provide i/2'expaneca joint materiel between unci slabs and chatting 2,44,2 and 2.24 respecllvely, JOINT DESCRIPTION NAIL NAIL ____ OTY SPACING NOTES cngple a rtwaenry walls-nccurhrg In exterior or unhealed Interior areas .101ST TO B) CONNECTIONS AROUND EXTERIOR WALL OPENINGS' SILL,TOP PLATE OR GIRDER 4-Bd COMMON PER TOE 1A yned with*4 IRing'l.Fg ink hed12- In adstIng cancel-slrudure shall HeatleraMlar girder cpnnecppie shall be odaWred with uplift connotations in accordance __ __JOIST NAIL he Insetted wM fl4 rc-her, 19'loop at 12-act, UceapprWpd epoxy forluslallatlon 'al'table 35.Window Sill plains dhollbehave-mel damaGma In accordance With tonic BRIDGING 2_Ad COMMON EACH TOE 35 ---To JOIST END_ NAIL 5).Unless 4 inch thick SAO all slabs an grade to wire a Me p el C reinforcing m be BLOCKING - FIRE PROTECTION, — -�— tourednn4lnchmkknndmgravel611with6xEwlremashroinercinpinlrior¢(aha W01 CATHEDRAL CEILING ASSEMBLY: TU JOIST 2-Ad COMMON END NAIL NAIL _f61ipKE 1 CO2 DET CTORS)_ SEE FLOOR PLANS to be minimum 3-112frothlldrk. WhnraerltlgR is tubo used•,a structural beam,the rafters shall either On notched and BLOCKING TO TRU p ION _ anchoretl on top Wlhjbaem or elapp mnnectura Shell be aMched to each reher-a-nage SILL OR TOP PLATE 3-16d COMMON EACH TOE -_N/k STAND D STICK _Fi2AhIE�06TRUGTION___ 6LCrawl hallSPOPOSfolpbaprehddr Very smimut A.of am access opening install one rding the open delllng pan of aha building.Comuncti...W the ridge antl Wall shall be be - _ ___ _BLOCK NAIL ENERGY CALCUL TIONS _-+k�E6CHECK 35 REt E46El _ BxificasP hall foundation ventlarevery PSD sq R.of area oupched with the ebwarequlrpmenU_- LEDGER STRIP 3-16tl COMMON EACH DECK AND TO BEAM_ ____ JOIST NAIL 7HDamppmential loll-111,11-11 Code A6 IP011ascoanagasperMarlinR406of _ _ A COVERED PORCH NOTES: JOIST ON LEDGER PER TOE CLIMATIC _& GEOGRAPHIC NYS Residential Conslnallon Gotle.A6m11 Polyomyleneftlm Shall be,applled over x 1L Uness Winuelse holed,ell TO BEAM 3-Btl COMMON JOIST NAIL HIC DESIGN CRITERIA r the below grade pool.W exlerlarwalls prior to hbchflllln Aaminp mate]-'to bn Bi ACD pressure healed(umber BTOBJGST GROUND WIND SEISMIC P g All faslePers,bangers And anchors to be palvinlzed or ,Flats" and PER END FROST L11E TER iCE5111E4p 6j D_r_a_htago as per cecHan R105 oINY,S Re III C.nslnlGion ono. 2) Odem for deck dsla to TO JOIST -- 3=16d COMMON JOIST NAIL SNOW SPEED pESIGN WEATHEgING LINE TERNITE DECAYIGN UNDERLAYMENT FL000 s,,� _ I ba(2)2z1B,bulled to enGr post wllh washers and nul9 BANG Jb15T TO. - LOAD (MPH) CATEGORY DEPTH MP. REQUIREAZARDS FRAMING NOTES finders on Increta plersehWi be anchored wish prapar steelcnnnaclrcs anchored SILLORTOP PLATE 2- Pfitl COMMON PER TOENAIL -- -- -_____-ban concrete wllhaminmrum l/2'tllaxTeng anchor bell wish washere and nal 4^�/�C eL�_ F00T SEE NOTE f 45 LBS. T2�B SEVERE 4FT. MODERATESLIGHTi) MlfrahJng techNquesandnjghad¢espreiptwpdesign oM8866BC HIhWI+d RSC4L�2LJAILiNSz; � TOHEAVY MODERA1 no Edition Woad Framing CanGnrCllon Manuel. p 31.Post aupponlnp gliders shall he anchored to a 12"x 12•x12"mldk wnmele fonlln . NNgIL _� Use bminimunl t/2'Otex 7"torso anchor ball wim washers and nuts.Footings SheOg [MT�RUCTLIRAL INTOEBCRIPTIIX4 QSPACING_ "DYESROpF SHEATHING R_EQUIREM_ E_N_TFIA FODoglassa plharw'isenoletl,alltraminp and alnmWrallm-d malerlall be d2+BTR he lR below grade A6PHiRT ---- S RWIND LOADS:Douglas Fir. PANEL _ _ _ NAIL SPACINGPACING AT INTERMEDIATE q).Dark totals to have blocking aLB'pod WIFCM/-+SBC SHEATHING LOCATION 3) Flgors,wnlls,ceilmgsand where io beeperedati6Jnshec o.c.unless baled CEILING SHEATHING: __ AT PANEL EbGESRTS IN THE PANEL FIELD NOTES alherw4se. 5) g minimum of ig bathwildsflashing he he tnsla had between me hugdhrg and ledger. _ T PERIMETER EDGE ZONE ed COMMON 6'O CQMMON 6'O f.Ledger to by fastened to bulldtng wllh tl2"die Notts wim washers and nolo JOINT pESFRIPTIDN NAIL NML -- - ® SEE NOTES_i4).Unless alherwiae notedall beerinp Wall huptlers to ba(2)2vipi12r BTR.pang.Fir. Whera needed. _ _ QTY. _____ SPAGNG NOTES INTERIORZONE Bd COMMON Q6'nCOMMON Q I2.00 SEE NOTES 118UTII FIEjz) Bearing W.Il hpaden to have l2)Jar*Studs And LI)full langur elude as nadir aide GYPSUM ]' pC.EbGE GABLE ENDWALLRAKE AND RAKE TRG66 Btl COMb10N 4•pD ___ _ NOTE 2FOR PANEL upenmga.LVL heedere To bave(9)JaRh studs end(2)Igh lepglh Sluds'un oath sada of m.Concrete piers shall be agdnimum 6"above grade. �WALLBOARD�tlWOLER5i i0'OG FIELD '� _ pd COMh10NQ4^OG SEE NOTE61,3 marriage,Bearing waft.,ind.wsn 2idW ShME It Openinsbetween -1 and Bogr 2x4 wall WALL SHEATHING: NOTE- andblas II he,4Y and ty0 AM 2x6 wall openings between 6H end a'p preside Bre 7) All Jolme to he supported with hangem and an Each Joint$had also be enedpmd _ and hloddng whew appltrable. In girdpr(sl. NA NAI THESE NOTES ARE ONLY TO SE REFERREN70 IF MENTIONED IN SCHEDULE NOTES ONLY JOINT gESCRIPTION On, _ SppCING NOTES fit.All Bush beampmegders to be Installed with heavy duty galvanized hangdrs and lil.Cwared Roola s11=11 be _asp_mbtnd and anchoredlhe¢amapmnneroaelyplcalnuilding STRUCTURAL -- 'N For mol sheathlnp wbhln4fast althe penmaler edge of the met lnduding4tnel mr eedr side of Thema(posh. enchoro where applicable to ell nnneGirry Jalela -`T-- -- --- AdCOMMON s,6 PER TABLE 3.9 the 4loot penmvter edge zone vitachmenl required shall he uad PLUMBING NOTES PANELS WFCM.6Bc _ _ 6) Dmtohap Boor Jolalavndcr walls mel run paraldforiks to Proper copavadsil and I,l,,A bmhWbs HAli weer supply,dmmageend venling to be lnstallod as perNY6,Resldenital PLyWGOD 6tl COMMON 3.O.C.EEDGE 2)Tabuloled 12inch oc nail spatlng assumes ahealhin9allarhed le taller/(mss(mon members Floors to have ceramic(lin tnslalld shall lin verlBdA ler proper load soPartly unless old Cnnslacllg11 Code _ _6"0.0.FIELD For framing member6 wllh<p 42<G�a 4g,the nails cal g vnlh(do, hG49, on pend GYPSUM -'- Spacing shall be reduced f.6 adres¢c WALLBOARD Sd COOLERS TO.C.EUGE 3) Tebulalatl4 mahoc.boil spacingossuntpa chealhtn9lnrader/Imse(raming members with G>O4g For 21 Verify sepals system with the Engineer for Suffolk C.aunly Hoallh Depart, at appmv il. �-z�zest-. ill"D_O.FIELD ' framing3) Tab members Inch h O.42<G<dAg,astia spacing shall be RS,I lod to 3lnt gMem ]J,ProWM blockingrbrltlbPtp lu ftvorJnlsl al 6'g o,c..Uso salad binchleg in floor iotsli v V i� under all hearing wads. EL THIN 3) IF Wail dada,plates ar lolls are of out dMIX;lnsalleHo,for Any plumbing rallied work, - - B.Provide Insulation bellies at I g pralineadvqualp br,Wng and plains to paled end"'U"A hpebexlure VedlywWrlhn JOINT DESCRIPTION NAIL NAIL NOTES sous vetrk balwear mftare.Inclll drub blocking as $Inln sntla and m_onuf.dur`ss recgmmendaHonfor maximum hole size and spading Ponpld. OTY. SPADING needed STRUCTURALPANELS '- WALL SHEATHING REQUIREMENTS FOR WIND _ _ VOR LESS Bd COMMON 2'0 C FI GE _ LOADS: : B) Unless omarwlffallgain Pools and wells to havaaminimum 112"thick,4-ply Fit _ HVAC SYSTEM _ 17OC FIELD NAIL SPACING COX exenvrsheeHting pmdp plywood.Plywood to cover ever plates mal hndms i) liiodae'Un.l subcnbatlar i6 rimportable for adhead-ga ell applkablo snap adsaely N SI IEATHING LOCATION NAILSPACING AT INTERMEDIATE, requiramenl. _ __ AT PANEL EDGES 6UPPORTSIN THE PANEL FIELD NOTES 10J,Unless alherelae noted use 3s,"mlck TSG PTB Fir orAdvanlech plywood Sir as THESE NOTES ARE ONLY TO BE REFERRED TO IF 4'EOGE ZONE ed COMMON�5"OC, 9d COMMON®12"DD SEE NO TE 5:i,3180TH FIELDS) adhered with PL400 adhaswe andlsriewed to door Jolsle Finished pnm IA be installed 21 HVAC subrnnlacar h la(idly cgortlinele all system del.and requiranems With the MENTIONED IN SCHEDULE NOTES ONLY �1-- - - _ NOTE 2 FOR PANEL FIELD ovd mblla.r a¢pef manuladurc's inshuGlons, egUtpment euppllor ' INTERIOR ZONE Btl COMMON 6'O.0 -- ® Bd COMMON 12"O,C. SEE NOTE 3 11).All bathroom Walls to hove ill'this m htura. 3) 1WAG subconlenGor to pavtdb goal system layout drawing and submit it to he Genal naledafi on�ceNel la Ihehe ba dBs NwolleheeWlgitp NOTES k q hoetrord ahaelrher (aampe walla and Y g i degingc and ever furnace la have 5/B"ihldk lyporx bheelrpck.All ether pails 1,l building _Go_nl_aclarand.�er far_final review and approval-_ Plant d3"un-canter aLeenel eledgeenlgeehrglter ++�-1J�'-'-_ Jo have regular 1/2-sbaetack,All walls to be taped and dnlshd, /y -- - shear capacities, requirementspostaloo for stmdgrol THESE NOTES ARE ONLY TO BE REFLRREOTOff MENTIONED IN SCHEDULE NOTES ONLY _ `ELECTRICAL NOTES: mean ca .4.11 he illho rnaleponnbtlme, ' 12).AllruplwMFlattroof,th smen4Upplied al lnsl.led rush an Ida B Water banner or 11Mlelecmcal to be lnst1.be lnstaljetlea per N Y,6 Re¢lenWi ConaWGlon Code yudn as snsar 1) For visit dreaming within 4 feet of the man,the 4 trial edge zon0 attachment requirement,Shall eppavd equal.Flat avis shall be applied wilb'e Fiberglas hese sheet wtlh an EPOM plates,shall be need t.malnleln lead path b1,aced. torch down type me[...I acer A .qCy ' 21 All elecmcal Wolk shell be approved bye qualified UntlerwHler. 2I,Wbnwilt sheathing umbernuous.shall be �1N SC A memb*dU.dra 1-16d number If its shall be pamllled 2) Tabulated foods s IIS Wilt,0 42smmmes eheoming nllGmtl to end sedfivionvig Inches s Wim 4� P3) All sill Pallas and stated U,contact wim cndree ltl he pressarolrealed 6111 plates to 3l msip116noka tlelGom end ill be rducntl tai-1fidnAll par fear G.gAA Far fmmingmembers wtlh p42�G<,the nail spacings,hail be reduced BlgChpsae bo lnpipBed whbafoa all(,coke(and Cp -- Dothan Monoxide tlnledore llwughqut os per sacson R317 yY "ry9- 1yA� m J Pflexlapnlle shield. pp vudequal. vfNY.S.ResMpnllol ConaWclibn CodpW 3 p re,umvirszed bur nags shell be penned to be substituted far common nulls N : - -- --- - � 1.For enadur anei ddb Q Irvv Jiv P Zan,,rt-o 23 Wb� . BUILDING PERMIT EXAMINER CHECKLIST LLC11: _ DATE REVIEWED: �62t/03 APPLICANT:�J�crcMA-&) , C� DATE SUBMITTED: 6k--71/03 SCTM#DISTRICT: 1,000, SECTION: _, BLOCK: a� , LOT: SUBDIVISION: ADDRESS: I ('` _CITY: ZONING DISTRICT:-CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE C0 OR N BP -Z/C/0 Z- _ , INFO B -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO P -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUM-ED . NOTES`. LOTS 40,000SF-100,-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83) REQ. LOT SIZE: 4, ACT. LOT SIZE: REQ. LOT COVi= ACT. LO - W/ REQ. FRONT �� PROP. FRONT REQ SIDE ACT. SIDE I REQ. REAR PROP. REAR REQ. EIGHT P T PROJECT DESCRIPTION: ATJD i-no NSI A CTWMQ9_TA ESTIMATED PROJECT COST: ti� HITE NGINEER: . WATER FRONT? DESCRIPTION: AS EL._ PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or&,b1 , (BED #): DTE: _/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y o0 C,,. c.4�. O lLel-A-4 NEW YORK STATE DEC: PRE-DEC 9/1/75 NO D E: 1 // 3 PERMIT#: Z SOUTHOLD TOWN TRUSTEES: NO DTE: /ZA /go RM TOWN ZONING BOARD APPROVAL: or NO DTE: / / Z PE #: * TOWN PLAN. BOARD APPROVAL: YES o O DTE: _/_/_ P IT#: TOWN HISTORICAL PRE (SPLIA): YES o(n NEW YORK STATE CODE COMPLIANCE (SEE PAGE . or NO NOTES: ' , FEE STRUCTURE: FOUNDATION: / 2- --SF FIRST FLOOR: �Z, SF SECOND FLOOR: / S- ASF OTHER:- SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE -0- 1. 1. ( y(1-6 SF)- ( 0 sF)= )616 SFX 0 _$ +$ / J� +$ _$ ��34 w. 2. ( SF)- ( SF)= SFX$ =$ +$ +$ =$ 3. ( SF)- (SF)= SFX $ =$ +$ +$ = $ FINAL TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA` Ground Snow Load:45 Wind Speed: OMPH� Seismic Design Category: B Weathering: Severe Fro/ON: Termite:M-H Decay: S-M Design Temp: 11 Ice:Shie Flood Hazards: USE/OCCUPANCY SI HEIGHT/F]RE AREA: TYPE OF CONSTRUCT DESIGN CRITERIA- NGINEERED/PRESCRIPTIVE — - — FULL FRAMIN ESIGN ELEMEN "N HEADERS:Y/N W STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLO. R JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N a LIVE: Y/N DEAD:Y/N SNOW: Y/N EISMIC: Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE• MISSLE TEST REQUI ENPS&N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRU ON SCHEDULE: Y/N MEANS OF : Y/N PLUMBING RISER DIAGRAM—* N LOCATION OF FIRE PROTECTION EQUIPMENT /N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS&N TOTAL CO PM LEI NC (RETURN TO PAGE ONE) BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: APPLICANT: 6dI c wa , DATE SUBMITTED: i / i i /04 r SCTM#DISTRICT: 1,000, SECTION: �L9 . , BLOCK: ' LOT: SUBDIVISION:�=, oy st '` ADDRESS: I oo k be., CITY: 6wr"e.e ZONING DISTRIC:T:, liLk4O CONFORMING? BUIWNG.PERMITS OPEN/EXPIRED PRE.CO: �!R N -Z%C/0 Z-__ BP -Z/ C/0 Z- INFO _ -. P - _-=Z/C/.O.Z= - , ITFO SINGLE & SEPARATE CERTIFICATION-REQUIItED' /�l h NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED COTS.FROM JAN.1997 100-25.Merger.(A nonconforming at any hm ter 7/1/83 REQ. LOT SIZE: sic ACT. LOT SIZE:10,36 REQ. LOT COV. A 71 ACT. LOT COV. / REQ. FRONT 3 PROP. FRONT REQ SIDE / l ACT. SIDE 4 ✓ TZRU REQ. REAR 33' PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: T/ENGINEER: WATER FRONT? DESCRIPTION: Come. Cre-c PANEL # FLOOD ZONE:lk� BULKHEAD? DISTANCE? FrELv to �T APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or®, (BED #): DTE: / /_ PERT#: TOWN SEPTIC RECEIPT: Y o>>EPTIC CERTIFICATIONNPERMIT N Ok*A.A NEW YORK STATE DEC: PRE-DEC glinsi <MorNO DTE: ;o /2.`? 3 PERMIT#:H-7 3TOV TOW SOUTHOLD TOWN TRUSTEES: or NO DTE: ail IM41 2- PERMIT#: S %-,X- TOWN ZONING BOARD APPROVAL ` or NO DTE: �/�� PERMIT#: TOWN PLAN. BOARD APPROVAL: S o DTE: _/ /_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES o O NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2)C or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE p g0 / 2 ( _SF)- ( t�� SF)= —SFX$ 3(�=$ -+$—L�+$ _ $ ( SF)- (SF)= SFX$ .=3—+$—+$—=$ ( SF)- (SF)= SF X,$ =$ +$ +$ = $ ''LL FINAL TOTAL: NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:'45 Wind Speed.: 120MPH , Seismic Design'Category:B Weathering: Severe Frost Depth: 3611 r Termite: 1VI*'` Decay: S1VI` Design.Temp: 11 Ice Shield Underlay:.YES Flood Hazards: • USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE -FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF_ RAFTERS: Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD:Y/N SNOW: Y/N SEISMIC: Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE?Y/N (RETURN TO PAGE ONE)