Loading...
HomeMy WebLinkAbout31322-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31265 Date: 11/04/05 THIS CERTIFIES that the building ALTERATIONS & ADDITIONS Location of Property: 2665 CEDAR LA EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 37 Block 4 Lot 12.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 1, 2005 pursuant to which Building Permit No. 31322-Z dated AUGUST 1, 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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5360 DATED 8/7/03. The certificate is issued to NANCY C STEIN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 3816 09/30/03 PLUMBERS CERTIFICATION DATED 11/17/OS MIKE JACOBI PLUMB.&HEAT. Fy t ori d Si nature Rev. 1/81 Form No. 6 h Q 200 i TOWN OF SOUTHOLD 10 5l L! - J 193 BUILDING DEPARTMENT _- y 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 I% 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. t o ►V 0'r– New sNew Construction: Old or Pre-existing Building: vl"" (check one) Location of Property: 746 C'ON Q, LA*)l( House No. Street Hamlet Owner or Owners of Property: A%}UlCy G, iIri Suffolk County Tax Map No 1000, Section 031 Block OOo 4 Lot O 12 , p 01_ Subdivision Filed Map, Lot: PemtitNo. 313127– Date of Permit. $uoS Applicant: nu►.Sfna_MkNe–1 el. %Ter R+[Ps• $ Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 79 / � (3{— I )-O Applicant 'i 0– (31– r a v- .31A-51 Nassau Suffolk Electrical Inspections, Inc. 5A Canal Street + Center Moriches, New York i 1934 + Tel: 631-878-3500 + Far: 631-875-3764 Application: 3816 Date: 9/30/03 Issued to Stein Address:. Cedar Lane Village: East Marion Introduced By: KFC Electric Lic#:4718-E was examined and approved up to the above date and was in compliance with the NEC Attic 1st Furor Residential El Plod Det Garage Basenent lid floor Canrwaal Hot Tib AWban Switches Receptacles Fixtures G.F.1. Range Hood 'Whirlpool Fans Dish:: ashen WashedAmps DryarlAmps Oven Carbon Range/Amps Monoxide Furnace Oil ,as Heat Zones smoke Bell Detectors Transformers service change Meter Amps Phase Motors 1 LOOA UG I 1 (Other Equipment: ut,Res This certificate must not be altered in any manner ToWn Hall, 53095 Main Road P. O. Box 1179 Southold, NeW Yolk 11971 Fox (518) 165-1923 Tolephono (9 16) 765-1902 OFFICE OF THE IgUILbING INSPF.0014 TOWN OF SOUTHOLb C$ R T I# I C A M I 0 N ditEd // /71eS buildihq Permit No, ownert P/66icc/ c (pleas print) plumber: �`°�� kL Jzcz�o� 6` (please print) 1 certify that the Bolder used in the water supply system contains less than 2/10 of 1t lead. Sworn to before We this day of kv I!�� Notary c # County PERMIT NO 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) 31322 Z Permission is hereby granted to: NANCY C STEIN 5 WOODS WITCH LA CHAPPAQUA,NY 10514 for : Date AUGUST 1, 2005 ALTERATIONS & ADDITIONS TO EXISTING ONE FAMILY DWELLING AS APPLIED FOR PER ZBA 5360 DATED 8/7/03. THIS PERMIT REPLACES BP29344. at premises located at 2665 CEDAR LA EAST MARION County Tax Map No. 473889 Section 037 Block 0004 Lot No. 012.001 pursuant to application dated AUGUST 1, 2005 and approved by the Building Inspector to expire on FEBRUARY 1, 2007. Fee $ 150.00 /tea C&, - Authorized Signature ORIGINAL Rev. 5/8/02 1?PE7CLS BOARD MEMBERS Lydia A. Tortora, Chairwoman Gerard P. Goehringer George Horning Ruth D. Oliva -,Y-incant Orlando i' ii ii BOARD OF APPEALS TOWN OF SOUTHOLD Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 ZBA Fax (631) 765-9064 Telephone (631) 765-1809 http://southoldtown.northfork.net DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 7, 2003 Appl. No. 5360 - Nancy Stein Property Location: 2665 Cedar Lane, East Marion; CTM 37-4-12.1. 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 15,417+- sq. ft. parcel, shown on the filed map of Gardiners Bay Estates (combined part of Lot 136, 137 and 138), has 149.42 ft. frontage along the south side of Pine Place, a private road, in East Marion. The property is improved with an one-story frame dwelling as referred to in a site map prepared by Meryl Kramer, R.A. revised 4/28/03. BASIS OF APPLICATION: Building Department's April 29, 2003 Notice of Disapproval, citing Sections 100-242A and 100-2448, in its denial of a building permit to construct additions and alterations to the existing dwelling: (1) with a front yard setback at less than 35 feet, and (2) with a single side yard at less than 10 feet. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on July 24, 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 wishes to construct a 24 ft. sq. addition and new roof over the existing patio at the front of the dwelling, leaving a setback of 29.2 feet at its closest point, measured to a tie line along an irregular curve with the front lot line, and a 24 sq. ft. bathroom addition at the northerly section of the house, leaving a setback of 4 feet from the north lot line at its closest point. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the alterative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed new front yard construction, shown on the 4-15-03 architectural plan, shows minimal one-story front porch area on the west side of the house, 90% of the existing front cement deck is e Page 2 — August 7, 2003 Appl. No. 5360 — Nancy Stein 37-4-12.1 at East Marion preexisting, and will be covered with new wood decking, a roof, and railings. The north yard construction consists of adding a small 4' x 6.1' bathroom addition will be incorporated into the design of the existing house, tucked in about a foot inside town open corner at the side, maintaining the same four -foot side setback as the existing house and minimally visible. With respect to the front yard area, the property has greater road frontage than neighboring properties, and due to the angles in the road easement, there is a visual appearance of conformity to the 35 ft. front yard setback requirement. With respect to the side yard, the 24 sq. ft. bathroom addition is one-story in height and is designed to blend in with the characteristics of the dwelling, without extending beyond the existing nonconforming side yard setback. 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 lot is improved with a preexisting dwelling with nonconforming setbacks, and due to its small 15,417 sq. ft. size, areas for one-story extensions and alterations are limited without variances. A major portion of the front porch is existing of cement construction. 3. The relief granted herein is substantial. The side yard reduction is substantial and represents a 40% reduction of the current code requirement for a 10 ft. minimum side yard. The applicant's front yard variance results in a reduction of 15.7% of the 35 -ft. minimum requirement, or 5.6 feet, allowing d 29.2 ft. front yard setback. 4. The difficulty was self-created when the additions and alterations were planned by applicant without conformity to the current Town Code requirements. 5. No evidence has been submitted to show that the grant of the relief requested will have an adverse effect or impact on physical or environmental conditions in the neighborhood or district. 6. Grant of the relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. This is a waterfront community of consisting of nonconformities with respect to setbacks and lot sizes. 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 Member Orlando, seconded by Chairwoman Tortora, and duly carried, to GRANT the variances as applied for, and shown on the prepared by Meryl Kramer, R.A. revised 4/28/03. 7 Page 3 — August 7, 2003 Appl. No. 5360 — Nancy Stein 37-4-12.1 at East Marion Kramer, R.A. revised 4/28/03. 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, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members ortoO (C"irw o), Goehn ger, Orlando, and Oliva. (Absent was Member Homing.)Tt ' RP I s y a pted (4-0). Approved for Filing ISSUEDTO.._._............._,...............__.:.........................................................................._ ............ Ant4arizafiatt Pursuant to the provisions of Chapter 615 of the Laws of. 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 holt on _June 18, 2003.... and in consideration of the sum of $_5M9 paid by Nancy Stein ................._............................. .............................................._.........._.,............._..... of ...... Chappaqua .........._................. N. Y. and subject to the ........._......._......---------................ . Terms and Conditions Gated on the reverse side hereof, of Southold Town Trustees authorizes and permits 'a foNowhrg: s Wetland Permit to construct a 24 sq.ft, bathroom addition and 26 sq. ft. deck addition with roof over existing patio, with the condition that gutters and drywells are installed to contain the roofn-off ayd ase��it e�p�se,� m a once a ,the originating application. Meryl Kramer, Architect last dated June 16, 2003 IN WITNESS WHEREOF, The said Board of trustees lare- by causes its Corporate Sea( to be affixed. and these presents to be subscribed by a majority of the said Board as of this data. -k 'cam Trr, DEC PERMIT NUMBER FACILITY/PROGRAM NUMBER(S) DEPARTMENT OF ENVIRONMENTAL OPERMIT Under the Environmerdal Conservation Law EFFECTIVE DATE EXPIRATION DATE(S) May 5, 2008 TYPE OF PERMIT ■ New ❑ Renewal ❑ Modification O Permit to Construct ❑ Permit to Operate ❑ Article 15, Title 5: Protection of Waters ❑ Article 15, Title 15: Water Supply ❑ Artide 15, Title 15: Water Transport ❑ Article 15, Title 15: Long Island Wells ❑ Article 15, Title 27: Wild, Scenic and Recreational Rivers ❑ 6NYCRR 608: Water Quality Certifica- tion ❑ Article 17, Titles 7, 8: SPDES O Article 19: Air Pollution Control ❑ Article 23, Title 27: Mined Land Reclamation ❑ Article 24: Freshwater Wetlands ■ Artide 25: Tidal Wetlands ❑ Article 27, Title 7; 6NYCRR 360: Solid Waste Maneaemant ❑ Article 27, Title 9; 6NYCRR 373: Hazardous Waste Management ❑ Article 34: Coastal Erosion Management ❑ Article 36: Floodplain Management ❑ Articles 1, 3, 17, 19, 27, 37; 6NYCRR 380: Radiation Control PERMIT ISSUED TO TELEPHONE NUMBER Nancy Stein 914 241-0515 ADDRESS OF PERMITTEE 5 Woods Witch Lane Chappaqua, NY 10514 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER _ Meryl Kramer Architect124 Broad Street Greenport, NY 11944 631 477-8736 NAME AND ADDRESS OF PROJECT/FACILITY Stein property, 2665 Cedar Lane, East Marion COUNTYTOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Orient Harbor DESCRIPTION OF AUTHORIZED ACTIVITY: Construct a 24 sq. ft. addition to the existing single family dwelling, extend porch and construct a porch roof. Ali 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: J ADDRESS W. Hammarth RUTHOlOIRIZE`jIG TORE I DATE ---- 'Ie Page 1 of 4 Southold Town Building Dept. Southold Town Hall PO Box 1179 Southold, NY 11971 September 9, 2005 RE: Stein Residence Permit # 29344Z To Whom It May Concern: M E R Y L K R A M E R a r c h i t e c t Ver 3 1 4: -- 7- SFP 1 2 2005 ; L p r PT f As per my meeting with Gary Fish this morning, I am furnishing this certification that insulation was installed in the existing walls around the new windows of the above residence. I hope that this satisfies the remaining requirements for the Certificate of Occupancy. Please call me with any additional questions or concerns. &a 31 SOUTH STREET P.O. BOX 683 GREENPORT, NY 11944 631-477.6736 631-477-8936 FAX ••PLUAIa�n a MIA-- INSULATION :N• STA.M ENERGY CODE~ l\ army pwwAd r- 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING [ ] ROUGH PLBG. [ 7FINAL NSULATION [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE INSPECTOR 31 2-2-?�- 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST ( ] ROUGH PLBG. [ ] FOUNDATION 2ND ( ] INS LATION [ ] FRAMING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE Q INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE INSPECTOR LOTS- it y t>, � DD �OG r Fl� se37� //a0 y��z z s,�00 377oot7 6 I -L Q u 1 Fr � z -L lzz Z -1�a I ou AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE - Acre Value Per Vclue FARM Acre ;--.�-.- FRONTAGE ON WATER Tillable — FRONTAGE ON ROAD _ Woodland DEPTH - Meadowland BULKHEAD House Plot --- �'f- .� DOCK Totallt �' -- " TOWN OF .IIS SOUTHOLD PROPERTY RECORD CARD ` I�-� VILLAGE DIST. SUB. OWNER STREET -, - J ACR. FORMER O NERC Ivi a Ko p P( N _ E W TYPE OF BUILDING S l.m t FARM COMM. CB. MICS. Mkt. Value 1 RES. o��b SEAS. VL IMP. TOTAL DATE REMARKS �R LAND LOTS- it y t>, � DD �OG r Fl� se37� //a0 y��z z s,�00 377oot7 6 I -L Q u 1 Fr � z -L lzz Z -1�a I ou AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE - Acre Value Per Vclue FARM Acre ;--.�-.- FRONTAGE ON WATER Tillable — FRONTAGE ON ROAD _ Woodland DEPTH - Meadowland BULKHEAD House Plot --- �'f- .� DOCK Totallt �' -- --------------- Both Dinette, 4 Floors K. 00 /Interior Finish LR. Heat DR. Rooms 1st Floor I BR. Rooms 2nd Floor FIN. B� Driveway NCT C1 IP Extension Extension X tT Foundation powil— :13 �qsement Porch 14 Ext. Walls Breezeway Fire Place Type Roof Garage Patio Recreation Room Dormer 0, B. Total \iii i Ar -r --------------- Both Dinette, 4 Floors K. 00 /Interior Finish LR. Heat DR. Rooms 1st Floor I BR. Rooms 2nd Floor FIN. B� Driveway NCT C1 IP OWNER STREET VILLAGE DIST. SUB. LOT €l/ry v FORMER OWNE �NE 1fL. NE `�.� , � .� �� /��, ,✓ ACRj S W TYPE OF BUILDING RES. SEAS. VL. , FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS Ip1p17k 600 X00 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Acre Vclue _ -- Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH (o r House Plot BULKHEAD N Tota4 DOCK COLOR TRIM M. Bldg. Extension Extension Extension Foundation i Dinette Porch —moi ---- - - Basement --- -�---- � - _ !Floors II i Mi Ext. Walls Interior Finish LR. Breezeway Fire Place Heat DR. Garage ,Type Roof i Rooms Ist Floor - - ----- - BR. — - _ _ - - -_—_ Patio - L 'Recreation Room, Rooms 2nd Floor Foundation Both Dinette Porch —moi ---- - - Basement --- -�---- � - _ !Floors -- K. Porch Ext. Walls Interior Finish LR. Breezeway Fire Place Heat DR. Garage ,Type Roof i Rooms Ist Floor - - ----- - BR. — - _ _ - - -_—_ Patio - L 'Recreation Room, Rooms 2nd Floor FIN B O. B. Dormer ! Driveway Total 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 n� Survey PERMIT NO. Check3j' 019 -- Septic Form N.Y.S.D.E.C. .�� Trustees Examined_ q/4 ( , 20 D 3 Contact: Approved T—��f , 20 Mail to: Disapproved a/c Phone: Expiration %0 , 2001� Building Inspector APPLICATION FOR BUILDING PERMIT Date 0y / 1(a , 20OD'2, INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. ` d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises L i 6TE I fJ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. _ Electricians License No._ Other Trade's License No. on of land on which proposed work will be done: 5 Gl�:462 t_AW�F— House Number Street O4\3 County Tax Map No. 1000 Section 3 --�- Block 4 Jt"'y "J" LOt � 1 ow Subdivision Filed Map No. N` Lot (Name) _ _ 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancyf✓ b. Intended use and occupancy iZES I rpX fv C i✓ Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost 4 AONOO Fee (Description) (To be paid on filing this application) 5. If dwelling, 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. J q / 7. Dimensions of existing structures, if any: Front ��Z.__ - Rear 'l O - �> Height ! �- 43 Number of Stories I Depth __,.3LI__44 Dimensions of same structure with alterations or additions: Front � -Z ' - )1' Rear ,t.t (J r . b " Depth '.2, Ird -4" Height 'IT-- 6" Number of Stories I S. Dimensions of entire new construction: Front Li 2 - Rear / 0 Depth >(F -tf Height IT'- Number of Stories 9. Size of lot: Front_ 2-00'—Rear 1/8-'2 Depth 1 3E>. O Cl' 10. Date of Purchase OB 1z 9 /,Z 002—Name of Former Owner Nflf`1 Ly S TEA 11. Zone or use district in which premises are situated R - 4 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO ---\ _ 13. Will lot be re -graded? YES, NO_>�_Will excess fill be removed from premises? YES NO� 14. Names of Owner of premises Address Phone No. Name of Architect Dqf;RyI - RPAMFs2 Address 124 AE}OS1 . COs� hone No (6 3Il 4 hi- T 3k— 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 .h 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 &JT -r3 L 162E L— K tQ Qr 1 -Y) -r being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this l day of 20 U3 Notary Public LYNDA M. BOHN NOTARY PUBLIC, State of New York No. 01806020932 Qualified in Suffolk County Term Expires March 6, 20 gnature of Applicant M E R Y L K R A M E R a r c h i t e c t Ms. Pat Conklin Southold Town Building Dept. Southold Town Hall PO Box 1179 Southold, NY 11971 April 29, 2003 RE: Stein Residence Tax Map # 1000-37-4-12.1 Dear Pat, In response to our telephone conversation, I am certifying that the windowkype "G" in the above mentioned project have a clear opening of 313/8" wide x 311/8" high, which exceeds the minimum egress requirement. The project exceeds the minimum required light area of 8% of the floor area, and the minimum required ventilation area of 4% of the floor area. The specified windows U -value is .34, which is under the maximum allowed U—value of .40. Please call with any other questions or concerns. 1 2 4 B R 0 A D S T R E E T G RE E N P OR T. NY 1 19 4 4 6 3 1. 4 7 7. 8 7 3 6 6 3 1- 4 7 7- 8 9 3 6 F A X M E R Y L K R A M E R a r c h i t e c t Ms. Pat Conklin Southold Town Building Dept. - Southold Town Hall r 2 % PO Box 1179 j Southold, NY 11971 April 21, 2003 RE: Stein Residence Tax Map # 1000-37-4-12.1 Dear Pat, This letter and attachments will provide you with all of the items that you have requested during our telephone conversation re arding the above mentioned property. To summarize: The scope of the work that we are requesting a permit for is relocation and replacement of windows and the re -siding of the house. The wood species being used is Douglas Fir #2. 30 The minimum window and door header size is 2-2 x 8, which will be used for all but the bay windows, which will be 2-2 x 12. 4111111100 Attached please find the prescriptive design for the window framing detail and the 120mph nailing schedules, both from the 1995 high wind edition of the SBC. Please let me know if you require further documentation regarding this permit application. Best Regards, M? a #e Encl. Cc: Kenneth and Nancy Stein 1 2 4 B R O A D 5 T R E E T G RE E N P OR T, NY 1 1 9 4 4 6 3 1. 4 7 7. 8 7 3 6 631-47 7-8936 F A X St e St C no 8.8b Studs and headers around wall openings - bay window 2 1 'AIM -o m m N n m a m H .y Table 6 Common Wire Nail Single Sbear Design Values for Wind Design Framing Species Fratning Species Framing Species G >_ 0.49 0.49 > G 2 0.42 1 G < 0.42 6d I Sri I 10d I 16d I 6d I Sd I 10d I 16d I 6d Sd loci I 16d Fastener Type Side Member Recommended Shear Capacity (lbs/nail)".'.. Thidmess Common Nails Steel 20 gage 108 145 176 210 95 127 154 185 81 109 132 158 (Facanaled) 0.038" Wood 3/8" 84 110 132 157 71 94 113 135 59 79 96 106 112" 92 117 139 164 76 98 117 138 62 81 97 115 5/8" 102 128 150 174 83 105 124 145 65 84 100 118 3/4" 104 140 163 187 83 113 132 153 65 89 105 123 7/8" 94 152 178 202 81 122 142 163 63 95 111 129 1" 83 145 184 218 72 126 153 174 60 97 118 136 1-1/8" 73 133 184 221 63 115 160 187 49 95 126 144 1-1/4" 63 121 181 221 50 105 157 191 39 89 132 152 1-3/8" 0 109 168 221 0 94 146 191 0 78 124 161 1-1/2" 0 1 97 1 155 221 1 0 1 84 135 1 191 9 0 64 114 1 162 Common Nails - 80 121 153 183 64 96 127 158 50 75 98 122 (Tce-nailed) Common Nails Steel 20 gage 72 97 117 140 63 85 103 123 54 73 88 105 (End -nailed) 0.038" Wood 3/8" 56 74 89 105 48 63 76 91 40 53 64 71 1/2" 62 79 93 110 51 66 79 93 41 54 65 77 5/8" 68 85 101 116 55 70 83 97 44 56 67 79 3/4" 70 94 109 125 56 76 89 103 43 60 71 82 7/8" 63 102 119 135 55 82 95 109 42 64 75 96 1" 56 97 123 146 48 84 103 117 40 65 79 91 1-1/8" 49 99 123 148 42 77 107 125 33 64 M 96 1-1/4" 42 81 122 148 34 70 105 128 26 59 89 102 1-3/8" 0 73 113 148 0 63 98 128 0 52 83 108 1-112" 1 0 1 65 1 104 1 148 1 0 1 56 1 90 1 128 1 0 1 43 1 76 1 109 G - Specific gravity of framing species. ' Tabulated lateral design values assume dry (519%) moisture conditions at time of construction and during the life of the structure. When connections are exposed to extreme changes in moisture condition, the tabulated lateral design values shall be reduced by 25%. ' Tabulated lateral design values assume full penetration of the nails. For reduced penetration, reduce the values proportionately. ' Forother connection conditions and configurations, see ANSI/NFoPA NDS -1991 National Design Specification for Wood Construction. ' Tabulated lateral design values include a 1.6 load duration factor for wind design. For construction live load conditions, where the load duration factor is 1.25, multiply the tabulated design value by 0.78. ' Tabulated lateral design values for tae -nailed connexions assume side and main mambas thickness[ vide cora lee embedment of the ion of the nail in the main member. E A R. >tr J9r� 13 OQ^k" OF Table 7 Common Wire Nail Withdrawal Design Values for Wind Design ED p RA R. tn at F9 -� N 0P NEW C .9 r r--- Frnming Species Fanning Spades Fratting Species G>0.49 0.49>G20.42 G<0.42 Nail Sine Nt I 8d 10d I 16d I 6d I 8d I IW I 16d 6d I 8d 10d 16d .�� \d, mh, RecomnaxW Withdrawal Dedgta Vaium Qbs/ra il) iaz. C6nC_1 ___til -x 5R 103 144 188 46 70 98 128 29 45 62 81 ._ 63 97 137 180 43 66 93 123 27 42 59 78 .. ,....r 58 91 130 173 39 62 89 118 25 39 56 75 51' 85 124 165 36 58 84 112 23 37 53 71 7 79 117 158 32 54 79 107 20 34 50 68 1'_ 73 110 I50 29 50 75 102 18 31 47 65 ...> ?7 67 103 143 25 45 70 97 16 29 44 62 31 61 96 135 21 41 65 92 14 26 41 58 J6 55 89 128 18 37 61 87 II 24 38 55 -'1 49 82 120 14 33 46 82 9 21 36 52 35 50 68 87 24 34 46 59 15 22 29 37 - No witdraual design valueis assigned an nails irsoad-grain. . ^I ki'ami•fl.�pecis. P m:11, Ici; n values :mmne dry (519%)rnoiBnaC conditions atime of construction and during die h&of thestnraure s Iwsed w Cxern,e drangs in rnoiare caadtia4 the tabulated withdrawal deme valum shall be reduced by 75% values aurum fdiperebationaf tlenaih. Famduoed peetmion, reduce design valuespropanionaWy. �.. : r anrxhniau urxl mmfigumtiats, sae ANS1I1SopA bM-1991 National Design Speci�ation®for Woad i ,"a I (k. iga values include a 1.61ead duratienfactor for wind design. For oonouaion live load conditions, where the n, a I :5. multiply the mbulateddesignvalue by 0.78. rh;Lwil deignvaha for toe miledcortections assume sidemadrrr thidmssand depth are sufficient to provide r rd Mahe Iwnion of ft nail in the main member. ED p RA R. tn at F9 -� N 0P NEW C .9 r 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) i QWA,rcd 313x1 PERMIT NO. 29344 Z Date APRIL 29, 2003 Permission is hereby granted to: NANCY C STEIN 5'WOODS WITCH LA CHAPPAQUA,NY 10514 for : ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR AMENDED 9/18/03 TO INCLUDE ADDITIONS PER ZBA DECISION #5360 at premises located at 2665 CEDAR County Tax Map No. 473889 Section 037 pursuant to application dated APRIL Building Inspector to expire on OCTOBER Fee $ 150.00 EAST MARION Block 0004 Lot No. 012.001 17, 2003 and approved by the 29, 2004. Authorized Signature ORIGINAL Rev. 5/8/02 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. 29344 Z Date APRIL 29, 2003 Permission is hereby granted to: NANCY C STEIN 5 WOODS WITCH LA CHAPPAQUA,NY 10514 for : ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 2665 CEDAR County Tax Map No. 473889 Section 037 pursuant to application dated APRIL Building Inspector to expire on OCTOBER Fee $ 150.00 EAST MARION Block 0004 Lot No. 012.001 17, 2003 and approved by the 29. 2004. I --A ,. , a, --I Authorized Signature ORIGINAL Rev. 5/8/02 B--lJ I LDINV Applicant) Date. Owners Owners Name: S te— 'Reviewed: 4`300,� Architect/ Date 1 Engineer: Nl Submitted: Z SCTM 9: I District: 1 ,��� Section: Block: Loc: t 3_•l Project P A Subdivision Location: 2(Q & s e eur =---- — Name: Single &. separate Required / certification: (Yes /No) AJ Req.;i 7�. Req. Zonine 1)istricC f C I l,o(sizc: 1(li1 7 AquaI j 0 ( (Lo(coveragc � Nruposcd Req. ! Req (=ron( tard Proposed: [Side Yard a Proposed: d l [Rear Yard Propose Project Description: AGENCN' ERMITS REQUIRED FOR REVIEW ote • C0�n,h N.A. NO YES Number 1?2 Suffolk County Health Dept. r New York State D. E. C. Town Trustees 'Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation ??? Flood Zone: ote • C0�n,h N.A. NO YES Number 1?2 NEW YORK STATE CODE COMPLIANCE CHECKLIST . USE/OCCUPANCY CLASSIFICATION: ' HEIGHT/FIRE AREA: ' ' c TYPE OF CONSTRUCTION: O -b r- f? L�-V DESIGN CRITERIA: FULL FRAMING DESIGN ELEMENTS: 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 CALCULATION: Y/N SHOULD INCLUDE LIVE, DEAD, SNOW, E'MIC AND WIND (INCLUDING UPLIFT AND EXPOSURE) WINDOW AND DOOR SCHEDULE: MIS SLE TEST REQUIREMENTS: Y/N- EGRESS, /NEGRESS, LIGHT, VENT: Y/lbl� LOAD PATHS: Y/N T 'ROOF TO FOUNDATION vRONAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N r;l 02 - PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N d TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALLS: Y/N ()TL - TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) jj"-VJJ T. T.CRR Y� r`y TOWN CLERK ri. CIi -pEc,jSfRAR OF v1TAl. STAT151lcs l �^ n!nRRlnc - OFFICER RECOROS MANAGEMENr1 OFFICER FREEDOM OF INFORMAT10N OFFICER OFFICE OF THE TOWN CLERIC TOWN OF SOUTHOLD �111wf1 11111. 51OVS 1'18111 1 P.O. (lux 117() Suull"1111. NC- Turk I I' Fax 0101 765.1 821 Telephone (5 1 h ) 7115. 1 } 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)], and "Certificate of Compliance for Development in Special Flood Hazard Area (C/C(93)] . Z77 ID. TOWN OF SOUTHOLD d��h T . Terry Southold Town Clerk August 25, 1993 M APPLICATION # PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I GENERAL. PROVISIONS (APPLICANT to read and si6)- 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements arc made hcrein- 3. If revoked, all work must cease until permit is rc-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 fuifill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator -or his/hcr 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 E BEST OF KNO�VL.EDGE, TRUE AND ACCURATE. - w (APPLICANTS SIGNATURE) �— DATE SECTION 2• PROPOSED DEVELOPMENT (To be completed by APPLICANM NAME A Q Q R • APPLICAJu BUILIDER ENGINEER To avoid delay in processing the application, 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 sketch attached to this application showing FOP(93) APPLICATION PAGE 2 OF 4 DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure ❑ Residential (1-4 Family) P-,,,%ddition ❑ Residential (More than 4 Family) d2—Altcration ❑ Noo-residential (Floodproofing? ❑ yes) ❑ Relocation ❑ Combined Usc (Residential & Commcraal) ❑ Demolition' ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park?. ❑ Yes) ESTIMATED COST OF PROJECTS //..CJX B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ` ❑ Drainage Improvements (Including Culvert Work). ❑ Road, Street or Bridge Construction ❑ Subdivision (New or Expansion) ❑ Individual Water or Sewcr System ❑ Other (Please Specify) Af(cr completing SECTION 2, APPLICANT should submit form to Local Administrator for resIcw. SECTION 3 FLOODPLAIN DETERMINATION CFo be completed by LOCAL AI)NUMSTRATOR) The proposed dcvclopmcnt is located on FIRM Pancl No. Dated The Proposed Development: ❑ Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Ls located in a Special Flood Hazard Area. FIRM zone designation is 100 -Year flood elevation at the site is:- Ft. NGVD (MSL) ❑ Uaavailablc ❑ The proposcd dcvclopmcnt is located in a floodway. FBFM Pancl No. Datcd ❑ Scc Scction 4 for additional iastructioos. SIGNED _DATE 27 APPLICATION # PAGE 3 OF 4 SECTION 4: ADDITIONAL INFORMATION RE UIRED To he com Ictcd by L CAL ADMINISTRATOR The applicant must submit the documents checked below before the appUcadon can be processed: ❑ A site plan sbowing the location of all c)asling slructures, water bodies, adjaccol 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 first floor, details of floodproofmg of utilities located below the first floor and details of enclosures below the first 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,). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofing protection level (non-residential only) _ Ft: NGVD (MSL). For floodproofcd structures, applicant must attach certification from registered engineer or architect. ❑ Certification from a registered engineer that the proposed activity in a regulatory Roodway will not result in.any increase in the height of the loo -year flood. A copy of all data and calculations supporting. this Cording must also be submitted. ❑ Other- SECTION ther SE ION 5 PERMIT DETERMINATION CTg be completed by LOCAL ADMINISTRATQR1 I have determined that the proposed activity. A_ ❑ Is B. O Is not in conformance with provisions of Local Law if , 19, attached to and made part of thus permit. SIGNED DATE The permit is issued subject to the conditions If BOX A is chcckcd, the Local Administrator may issue a Dcvelopmcnt Permit upon paymeot of designated fee. If BOX B is checked, lbc Local Administrator will P rovide a written summaryof dcftcicncics. Applicant ma y revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals. APPEALS: Appealed to Board of Appeals? ❑ Ycs O No Hearing date: Appeals Board Decision --- Approved? ❑ Yes ❑ No APPLICATION W PAGE 4 OF 4 Conditions SECTION 6• AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section mus( be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As -Built) Elevation of the top of the lowest floor, including basement (in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FI'. NGVD (MSL). 2. Actual (As -Built) Elevation of floodproofmg protection is FT. 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 ADMINISTRATORI The LOCAL ADMINISTRATOR will complete this section as applicable based on inspcc(ion of the project to ensure compliance with the community's local law for flood damage prevention. INSPtMONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCrES? ❑ YES ❑ NO DATE BY DEFICLENCIES? ❑ YES ❑ NO ,SECTION $ CERTIFICATE OF COMPLIA.NCE(To be completed by LOCAL ADh4iNISTRAT R , Certificate of Compliance L-sucd: DATE: BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area a t 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 RCTA.IN THIS CERTIFICATE) PREMISES LOCATED AT: OWNERS NAME AND ADDRESS: PERMIT NO._ PERMIT DATE CHECK ONE: ❑ NEW BUILDING ❑ EXISTING BUILDING ❑ VACAN'T 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: C/C(93) 6 N 26" 52'30"E N 63" 52'30" E N STONE WALL a l \ ilf 2 : rgi 1, 61\ F y\Tye 137 F l 11 les G� RLL,:3 Y —'•FENCE----- qN/ � A F�G�RcG y" ogp9�0+F RAF o\ utiFj w 8j• \ SITE PLAN 1 1"-20'-0" N 63" 52'30m E 15.0' HIGH WATER AT BULKHEAD If" I "Yi[ \01p O. _..._..._...\ ml SPRING POND FG2J1��� S 63" 45'301 W 135.0' BULKHEAD 7"S. LOT 139 SURVEY INFORMATION ISTAKFN FROM SURVEYDATED SEFT,27,1971 BY VAN TUYL & SON SURVEYORS. FLOOD ZONE COMPLY WITH CHAPTER "46" FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF /`f/ A- SOUTHOLOTOWN ZBA /V/4- SOUTHOLD TOWN PLANNING BOO SOUTH(ILDTOWN TRUSTEES N.Y.S. DEC OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY ALL CONSTRUCTION SMALL SITE DATA SCTMM MEET THE REQUIREMENTS OF THI N ', . CODES OF NEW YORK STATE, SYMBOL DESCRIPTION 132J- I APPWVEDASNDI® Iul DOOR NUMBER 923 e m e I m I OWd DATE:, LP,9 FEE: f� BY; /� _ I • 1 NOTIFY RUM DOMIIMR AT R S e Oor lam er en 510 765.1802 AM TO 41% POLTHE - encanInstitute0 fC FOLLOWNS �4' mencan n e o e 1 FOUNDAU* . TiNOs 1 D OWNER FOR POW&D CONCIWTi n in s AIK encan n ueo n on own near 2. ROUGH =• fRAMU1G A PJMMM ELEVATION SYMBOL ELEVATION NUMBER —SHEET NUMBER ® 3. INSULATAIN -e ummum ema rw raw n an a re 4. FINAL - CMSTRUCTIBN' W $T LAT COVERAGE BE, COIILETE FOR. CA. mere eva lOn material ALL CONBIRUCTION BNNI MEET THE ® METAL REQUIROMTS OFTIEOOBF{OFNEW - - - mencan ea n em an n meet eC anICB STD. Standard YORK STATE NOT REIPONME FOR ,I DESIGN OR CONBfINJCM Bill" . . CONCRETE (SECTION) - encan amechanicalnears w men mlmum ZONING R-40 NON -CONFORMING enCBO Of R marenals e C of ISCe ane0u5 mp 12 O ". ® ROUGH WOOD BLOCKING SECTION) au CK I IRNorth i1 1 � � 'I If ua COLUMN LINE W000 BLOCKING ( SON) d US •,F'. I rc wM British rma 0 o0 Number BUILDING HEIGHT ALLOWABLE- 35 FEET' ACTUAL -14'-0' © FINISH WOOD % V.I.F_ yetiffy in Held R Ife f00 0 0 e ' r, -' '• '" - • - - _ - • . - n Ure d fame rooting fa nswn ENERGY CODE n ELEVATION MARK ® PLYWOOD (LARGE SCALE) C r 10 2Uofe1 n eeefam RGFM Ane er Wand avanrz Pounds f C HIM WD NEW WALL enem a or r n cu r ear W1 hnig DESIGN CRITERIA ,,, •, TYPE OF CONSTRUCTION - WOOD PLATFORM FRAMING SNOW LOAD - 45 PSF. FIRST FLOOR -LL40 PSF. SECOND FLOOR-LL'30 PSF- WIND SPEER -120 MPH. FROST LINEDEPTH-36' SEISMIC ZONE -B WEATHERING -SEVERE TERMITE DAMAGE-MODERATE/HEAVY / DECAY -SLIGHT ✓/ ICE SHIELD UNDERLAYMENT REQUIRED umTI Um d ase � EQUIPMENT NUMBER ��-����-���� DUSTLNG WALL nCfB 0 of riale -Waleft w m n fU on OOW a C moa - -'--"�--`—'� OUOUS 002011 um m 0 REVISION SYMBOL ----- ----- DEMOUSH WALL Ve 0 Our wrier "awl fl ei cum 1,111DIC teet I.D. .. TIS a am 6f Is e n v WINDOW INSULATED WALL , re Foot n n6 Pounds f Uare I 4H� offn vilclude/Includingun U e mu IISU nSU n - I q I e ii I r r' DRAWINC,LIST SHEET NO DRAWING TITLE DATE SITE DATA SCTMM 1000.371 A LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION ABBREVIATION I SECTION SYMBOLly _SECTION NUMBER —SHEET NUMBER Iul DOOR NUMBER AT e a me nenor FK e m e I m I OWd 1 TITLE PAGE WITH SITE PLAN 4/3/03 PROPERTY ADDRESS 2665 CEDAR LANE, EAST MARION, NY OVe n R S e Oor lam er en 510 PARTITION TYPE encanInstitute0 fC Ona mencan n e o e I and Ki KeOUIreO ro n Ineers mens on OWNER KENNETH STEIN n in s AIK encan n ueo n on own near 2 p2p ELEVATION SYMBOL ELEVATION NUMBER —SHEET NUMBER ® GYPSUM WALL BOARD -e ummum ema rw raw n an a re LAT COVERAGE SITE -15417 SF. HOUSE -]9765F. LOT COVERAGE -12.8% mere eva lOn material - ® METAL m e TICa ax mumquare - mencan ea n em an n meet eC anICB STD. Standard Ir n onm n meek ua emn ne STI Steel DErAIL FLAG SYMBOL DETAIL NUMBER —SHEET NUMBER -�i, - CONCRETE (SECTION) - encan amechanicalnears w men mlmum ZONING R-40 NON -CONFORMING enCBO Of R marenals e C of ISCe ane0u5 mp ' ® ROUGH WOOD BLOCKING SECTION) au CK I IRNorth SURVEYOR VAN TUYL &SON GREENPORT,NY SEPT. 27, 1971 m National ca e `J COLUMN LINE W000 BLOCKING ( SON) ers IRIS a ona Ca R fe Bb onl OOT n nVOT its British rma 0 o0 Number BUILDING HEIGHT ALLOWABLE- 35 FEET' ACTUAL -14'-0' © FINISH WOOD % V.I.F_ yetiffy in Held R Ife f00 0 0 e ' r, -' '• '" - • - - _ - • . - n Ure d fame rooting fa nswn ENERGY CODE BUILDING EXCEEDS MIN. REQUIREMENTS SET FORTH BY N.Y. STATE RESIDENTIAL BUILDING CODE- SEE ATTACHED REPORT ELEVATION MARK ® PLYWOOD (LARGE SCALE) C r 10 2Uofe1 n eeefam RGFM Ane er Wand avanrz Pounds f C HIM WD NEW WALL enem a or r n cu r ear W1 hnig DESIGN CRITERIA ,,, •, TYPE OF CONSTRUCTION - WOOD PLATFORM FRAMING SNOW LOAD - 45 PSF. FIRST FLOOR -LL40 PSF. SECOND FLOOR-LL'30 PSF- WIND SPEER -120 MPH. FROST LINEDEPTH-36' SEISMIC ZONE -B WEATHERING -SEVERE TERMITE DAMAGE-MODERATE/HEAVY / DECAY -SLIGHT ✓/ ICE SHIELD UNDERLAYMENT REQUIRED umTI Um d ase � EQUIPMENT NUMBER ��-����-���� DUSTLNG WALL nCfB 0 of riale -Waleft w m n fU on OOW a C moa - -'--"�--`—'� OUOUS 002011 um m 0 REVISION SYMBOL ----- ----- DEMOUSH WALL Ve 0 Our wrier "awl fl ei cum 1,111DIC teet I.D. .. TIS a am 6f Is e n v WINDOW INSULATED WALL , re Foot n n6 Pounds f Uare df R B T f0 TIC offn vilclude/Includingun U e mu IISU nSU n - A 2 1/2' WD. SCREWS @ 121' O.C. MAX PRECUT 1/2" PLYWD. PANEL (8' MAX. PANEL SPAN) WD. BLCK'G. ATTACHED TO PLYWD. W/ 10d NAILS 4 SECTION DETAIL @ PLYWD. WINDOW PANELS 1/4'=1'-w EXIST. WALL CONST. NEW CEDAR SINGLE SIDING 5/8" PLYWD SHEATHING 1x4 P.T. BLOCKING 5/4 x CEDAR TRIM SECTION, DETAIL AT WATER TABLE 1/ 4,'=�1+-0" CRAWL SPACE CRAWL! DOOR SCHEDULE TYPE UNIT NOTES 101 2'-0"x6'-8" 102 2'-8"x6'-8" 103 7-0"x6-8" 104 2'-0"x6'-8" POCKET 105 1'-8"x6'-8" 106 2'-0"x6'-8" 2 BASEMENT PLAN 1/4"=1'-0' 11/4"=1'-O' '1/,"/W PERM �I I L, W oUo z'; 0w ; o cis W w� 0 0 U; " lit Z N' i I. r a it w �:.. Al I� FLOOR PLANS II I. I f, t 4 NORTH ELEVATION 1/4"=1'-0" } z tE,,EDgq NOTE: ALL WINDOWS MEET NYS ENERGY CODE WINDOW SCHED-LJ-1 ----� TYPE 'UNIT----�-- i WOODSTR UCTURAL EGRESSOPENING � PANELSIZE ,WHEREREgD A DH1-2321 3'-O"x4'$" B . DH1-_1515 I 2',4"x3-7" _ C DH 3L. BAY 6443 2-2_'-5_"_x4'-" & 5'-6"x_ 4S" D I DH12329-COTTAGE j 3'-O"x6'-O" E DH3L BAY 5659 2 -2 -5"x6' -O"& 5' -4"x6' -O" F !CIRCLE WPG3R 3333 3-7"x3-7" _G =DH1-2929- -- -- -' _ ----3-8"x6'-O" -- wT� 3 EAST ELEVATION 1/4"=1'-0" ELEVA71ONS 2 LOCATION MAP H.T.S. 0 N 26. 52' 3Q' N 63. 52'30n E 118 STONE WALL PROPOSED ADDITION PROPOSED a� 137 PORCH ADDITION PROPOSED ROOF ON PORCH •---•-FENCE" —.—.. 07 F oo;�F/` • PHOTO # 4 •PHOTO #3 N 63. 52'30' E 11ttk�\ 15.0' HIGH WATER AT BULKHEAD NtK \�— {I�3 LIST DRAWING TITLE SPRING POND ` I SITE DATA sarw ��22 l 1000-37•MJ�1 32 �� ��b�u�sro SYMBOL o /A00RCVIM Illy VO. , fu os:li = TUI DOOR NUMBERAr.r. � .Kilowatt wa ALM n ODr 1 —--------------- 04/18/03 ORD. HIGH WATER MARK 2685 CEDAR LANE, EASST MARION, NY Seo 0>-- PARTITION TYPE Brlcan n vary Hitof n - OfE�e Ca Im all L Pau rer!— -- -- _—.—_-_ ---- -- OWNER NANCY STEIN RRIVIn all n n r —�- A2.o ELEVATION SYMBOL — ELEVATION NUMBER —SHEET NUMBER GYPSUM WALL BOARD umnum --- Ia - ---- LOT COVERAGE SITE -15417 SF. HOIIBE-197'8 SF, HOUSE- COVERAGE -12A% _ma _ onManufacture_ ,fi% SGC rs mum o saUore _ -- ea on n near CR�—tA._anca ST�fandard M n an n oars �i minimumU IN l� L Steel_ can ec an —_. f aUC r Miscellaneous Tele IMl ckn- ® METAL ------- ---- -- _ - -- — q�l DETAIL FLAG SYMBOL —SDETAIL HEETre NUMBER —SWEET NUMBER i• CONCRETE(SECTION) - — ZONING R-40 NON-CONFORMING ® ROUGH W000 BLOCKING SECmON) SURVEYOR VAN TUYL & SON GREENPORTNY , SEPT. 27,1971 at onafBeo6lca (— .e� ah nIs EM —NatonaON lnles&Dthejwlse Noted BUT Om Oar d. S. Nu Ibar 8 �n� CnmoaSite file _ Srl n 00 Number _ _BC?Ifal_� n I �7TSFfoTTo Sca a F. Va ' 3 )-- @_ v COLUMN LINE WOOD BLOCKING (SECTION) — -- -- BUILDING HEIGHT ALLOWABLE - 35 FEET ACTUAL-1*0` Q FINISH WOOD --- — " - ' - re OL VDIUIIIe.- _ UEK On VII Wldth, Wide ELEVATION MARK ® PLYWOOD (LARGE SCALE) Ute�_menS ENERGY CODE BUILDING EXCEEDS MIN. REQUIREMENTS ATTACHED Ely N.Y. STATE RESIDENTIAL BUILD ING CODE -SEE ATTACHED REPORT UAL.elbfl ideDiameterrIC C w to— an, ands�erCu c M) wood f en_eIBI Con U ar OUt —�•— NEWWN.L DESIGN CRITERIA TYPE OF CONSTRUCTION- WOOD PLATFORM FRAMING JFIk42 SNOW LOAD - 45 PSF. FIRST FLOOR -LL40 PSF. SECOND FLOOR- LL 30 PSF. FROSTWIND USED- 120 PTH- 3 . FROST UNEDEPTH- - 36' SMSMK)ZONE-B WEATHERING -SEVERE - TERMITE,DAMASiE-MODERATE/H DECAY=7'It/IkhAVY ICE SHIELD UNDERL AYMEW REQIXRED a kiffil�Se —_ ware C EXISTING WALL � na oow n I KIM REVISIONSYMBOL -- — _ DEMOLISH WALL n OUr — IIS am 5 /� '�:1 WINDOW INSULATED WALL. U8re Iff=lcn S n r ff 2 LOCATION MAP H.T.S. 0 N 26. 52' 3Q' N 63. 52'30n E 118 STONE WALL PROPOSED ADDITION PROPOSED a� 137 PORCH ADDITION PROPOSED ROOF ON PORCH •---•-FENCE" —.—.. 07 F oo;�F/` • PHOTO # 4 •PHOTO #3 N 63. 52'30' E 11ttk�\ 15.0' HIGH WATER AT BULKHEAD NtK \�— {I�3 LIST DRAWING TITLE SPRING POND ` I SITE DATA sarw ��22 l 1000-37•MJ�1 YIHQU$E �� ��b�u�sro SYMBOL o /A00RCVIM Illy VO. , fu os:li = TUI DOOR NUMBERAr.r. � .Kilowatt wa ALM n ODr 1 —--------------- 04/18/03 ORD. HIGH WATER MARK 1 138 #2 S 63. 45'30' W 135.0' BULKHEAD LOT 139 SURVEY INFORMATION IS TAKEN FROM SURVEY DATED SEPT,27,1971 BYVAN IUYL&SON SURVEYORS. PHOTOS WERE TAKEN AT HIGH TIDE 10:00 am. 04/15/03 SITE PLAN 1 V-20' IJ PHOTO # 1 DISAPPROVAL DRAWING SHEET NO LIST DRAWING TITLE DATE SITE DATA sarw ��22 l 1000-37•MJ�1 LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION /A00RCVIM Illy 9 At IR Ir SECTION SYMBOL --SECTIbN NUMBER SHEET NUMBER TUI DOOR NUMBERAr.r. � .Kilowatt wa ALM n ODr 1 TITLE PAGE WITH SITE PLAN 04/18/03 PROPERTY AODREBA 2685 CEDAR LANE, EASST MARION, NY Seo 0>-- PARTITION TYPE Brlcan n vary Hitof n - OfE�e Ca Im all L Pau rer!— -- -- _—.—_-_ ---- -- OWNER NANCY STEIN RRIVIn all n n r —�- A2.o ELEVATION SYMBOL — ELEVATION NUMBER —SHEET NUMBER GYPSUM WALL BOARD umnum --- Ia - ---- LOT COVERAGE SITE -15417 SF. HOIIBE-197'8 SF, HOUSE- COVERAGE -12A% _ma _ onManufacture_ ,fi% SGC rs mum o saUore _ -- ea on n near CR�—tA._anca ST�fandard M n an n oars �i minimumU IN l� L Steel_ can ec an —_. f aUC r Miscellaneous Tele IMl ckn- ® METAL ------- ---- -- _ - -- — q�l DETAIL FLAG SYMBOL —SDETAIL HEETre NUMBER —SWEET NUMBER i• CONCRETE(SECTION) - — ZONING R-40 NON-CONFORMING ® ROUGH W000 BLOCKING SECmON) SURVEYOR VAN TUYL & SON GREENPORTNY , SEPT. 27,1971 at onafBeo6lca (— .e� ah nIs EM —NatonaON lnles&Dthejwlse Noted BUT Om Oar d. S. Nu Ibar 8 �n� CnmoaSite file _ Srl n 00 Number _ _BC?Ifal_� n I �7TSFfoTTo Sca a F. Va ' 3 )-- @_ v COLUMN LINE WOOD BLOCKING (SECTION) — -- -- BUILDING HEIGHT ALLOWABLE - 35 FEET ACTUAL-1*0` Q FINISH WOOD --- — " - ' - re OL VDIUIIIe.- _ UEK On VII Wldth, Wide ELEVATION MARK ® PLYWOOD (LARGE SCALE) Ute�_menS ENERGY CODE BUILDING EXCEEDS MIN. REQUIREMENTS ATTACHED Ely N.Y. STATE RESIDENTIAL BUILD ING CODE -SEE ATTACHED REPORT UAL.elbfl ideDiameterrIC C w to— an, ands�erCu c M) wood f en_eIBI Con U ar OUt —�•— NEWWN.L DESIGN CRITERIA TYPE OF CONSTRUCTION- WOOD PLATFORM FRAMING JFIk42 SNOW LOAD - 45 PSF. FIRST FLOOR -LL40 PSF. SECOND FLOOR- LL 30 PSF. FROSTWIND USED- 120 PTH- 3 . FROST UNEDEPTH- - 36' SMSMK)ZONE-B WEATHERING -SEVERE - TERMITE,DAMASiE-MODERATE/H DECAY=7'It/IkhAVY ICE SHIELD UNDERL AYMEW REQIXRED a kiffil�Se —_ ware EQUIPMENT NUMBER EXISTING WALL � na oow n ® REVISIONSYMBOL -- — _ DEMOLISH WALL n OUr — IIS am 5 /� '�:1 WINDOW INSULATED WALL. U8re Iff=lcn S n r W-wsvt 04 w4S4)S4k)s O4 j1I RBnSE004/ae W 0SC 4/3/09 DEC NI z W p w (A Q 00 W w5 W z o a W a� WMIK 0 U VJ N R. �Cr I 1 9 -G NA 9TFOF NON y0 PHOTO # 4 9/9/03 BLDG. PERMm REVISED 04/151/0.3 DEC 4/3/03 DEC N1 PHOTO # 3 N 63 ° 52'30" E N 26° 52'30* E 12.0'-\15.0' � • HIGH WATER AT BULKHEAD N 630 52'30" E \ P. lip PLUMBFR CERTIFICATION COMP r 1 STONE WALL r, IL „.. %1A ,r \ PROPOSED ADDITION y�Y P�a�,, { ON LEAG CONTENT BEFORE SOUTHUL FLOOL ••Indo F oH, b E. NEW PROPOSED "" ' w CERTIFICATE OF OCCUPANCY 46 47 2 • DRYWELLP 11 4X' F�'�� SPRING POND g\7(� �) PORCH �s���;�r I DEF )STD IN WATER Rac`yam\ �1 1 ADDITION F� J`,�11 Irr a! k,F F',r �. S VSTEM CANNOT } Terry Pt I ° . ° r l i'a. p 1� - 1 rl ,• F ,o. O' G asp\ i9 nyVOI.'?E,S�f - Y HUS• \ 8° L n c cel 2,'10 OF 1% LEAD. _ ` I.._ _ J•°�+ ----4Wrm4v1 4L x 4\ �r'sr.pi-]I•\'ZIV°f PLUMBING - �'+ Z O R 1 E 1 4 _ PROPOSED ROOF N n UC7: i 1'r 11 `*cq'��'y�l y� y Gy+i, • . ,, - �" F ALL PLUMBING WASTE W - ON PORCH _ :I gic tp•r" 9+ • \ & WATER LINES NEED u 0 D°m P°T ti t A4. R°NO : k _ _ . _ • _ • _ • _ . _ . _ , TESTING BEFORE COVERING . _.-FENCE z RD. HIGH WATER MARK Lu z 'Q ' � T EAST .www anu. '9iL� ' \ QCJi 'w L � 06..f 8G q ennr ne { PS 1 � iaR/iy� �'�F�G� 1as zQ8 OCE ISPANCY OR S UNLAWFUL O � N O R 1 E' N T R F CG 9° 40 x \� O NEW USE Q O�O9 °z' <�tiF `� P TO # 2 WITHOUT CERTIFICATE Z W .. DRYWELL OF OCCUPANCY 0 W w SITE H A R BI 0 R 8.1 Q zz • _ _ _ _ _ �� P r APPROVED AS NOTED > -1 - S 63° 45'30u W 135.0' BULKHEAD PHOTO # 1 GATE' 9 /4 3 SA a 0 Cloves Pi SOUTHOLD peler4 Neck N 7° S. U�' X FEE: /s 3�y. NTA z tt�l Q NOTIFY BUILDING DEPARTMENT AT W i~,N� Q 765-1802 8 AM 70 4 PM FOR THE 0Y W w '-\� 765-18 2 S INSPECTIONS- I. 5 EL7ER /SL�IA/D \ Z LOT 139 N 4 NOTE: ALL GUTTERS & 1. FOUNDATION - TWO REQUIRED icy 0 Hay Be=4 Pt r FOR POURED CONCRETE i v 4 Q LEADERS DRAIN TO NEW 2 FOL ,N ` = MSING r /^ F 6 I 1 LONo DRYWELLS FROM SURVEY INFORDATIIOD IS TAKEN 2 WING F o t W SEPT,27,1971 BY VAN TUYL&SON 4. FIN, l',61RUCTIUIJ MUST Awif SURVEYORS. 313 M y9D ALL BE COMPLETE FOR CION ,O` MEET THE ` " Long Beach PY REQUIREMENTS TOF THE CODES OF NEW PHOTOS WERE TAKEN AT HIGH TIDE YORK STATE. NOT RESPONSIBLE FOR 10:00 am. 04/15/03 DESIGN OR CONSTRUCTION ERRORS. , 2 LOCATION MAP SITE PLAN NEW YORK STATE & TTE&TOITH ALL NCOF WN CODES N.T.S. 1"=20'-0" AS EQUIRED AND CONDITIONS OF S3�0SOUTHOLD TOWN ZBA IVA, SOUTHOLDTOMIPLANY'JI 7-kRD SOUTHOLD TOWN TRJ5,E_ M UNDERWRITERS CERTIFICATE N.Y.S. DEC REQUIRED CONSTRUCTION SHALL • MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. DRAWING LIST SITE DATA LEGEND ABBREVIATION SYMBOL DESCRIPTION SYMBOL DESCRIPTION - SHEET NO DRAWING TITLE - DATE SCTM# WOO.37.4-12.1 SECTION SYMBOLa At DEPT. C �a en interior Fair W I SECTION NUMBER oVe IRIS a elm De I Kilowatt ua I +� 1 TITLE PAGE WITH SITE PLAN 06/16/03 101 DOOR NUMBER - PROPERTY ADDRESS 2665 CEDAR LANE, FAST MARION, NY OVe finished Fluor lalme of 0 Ramus '4' ' r 2 CODE SHEET 06(16/03 5.11 —SHEET NUMBER American S I U e 0 fC a la Ona VaRefrigerator 3 FLOOR PLANS 06/16/03 PARTITION TYPE encan nS U e 0 e flCa n IneefS ImenSlOn Pound a Ulf a sem'„ OWNER NANCY STEIN Americaninstitute 0 SteelonS U On OWn (near p" 4- ELEVATIONS 06/16/03 Aluminum I ICµ na w ELEVATION SYMBOL LOT COVERAGE a —ELEVATION NUMBER GYPSUM WALL BOARD colmomerns a rW faWlnManufacture him mil. SITE -15417 SF. mere eva Ion a ens HOUSE-1976 SF. A20 —SHEET NUMBER c W LOT COVERAGE-12.6% ®rC a ep flCa aXIRIUm "�' u '� METAL American cte 0 ea 10 e n era Ion 0 IOeer eC anica y f n I IOnln n Ineers Ula eaanlne 90 - DETAILFLAGSYMBOL CONCRETE (SECTION) encan OCte o ec amts n meers UII men minimum 1p ; ZONING R-40 NONCONFORMING `>wY —DETAIL NUMBER oar American OCIe Of es n a erla s A Iaus a of 00 er MIL metal a0e0US W: —SHEET NUMBER ROUGH -WOOD BLOCKING OC XIS 10 0 SURVEYOR VAN TUYL & SON - ® SECTION)bLyeam �OSe National eC C8 e GREENPORT,NY efS IOlS a ons eC ICs an a Ufa OC, SEPT. 27, 1971 (3—)— � m WOOD BLOCKING 0 Om Odf 0 In (AnTract - 1 3 �— COLUMN LINE - (SECTION) rl 5 a1Tla OI 00 Um fVERT, Vert cal 111 C BUILDING HEIGHT ALLOWABLE- 35 FEET \/ - a In ITC r00 0 0 e ACTUAL-14'-0' ® FINISH WOOD CLIJ CeilingI Ufe UA Overall Footing UAU overallDimension Width _wig ENERGYCODE BUILDING EXCEEDS MIN. REQUIREMENTS STT ATTACHED BYN-Y, LTM ® PLYWOOD (LARGE 5CAL.E) enlerine Per minute au0n U iaeflam of Inqpt STATE RESIDENTIAL BUILDING CODE-SEE ATTACHED REPORT ELEVATION MARK ILL. bIUSeL GF Pouncis Per Uijbit Win Wt DESIGN CRITERIA of BRefa (a Of er D CU ar TYPE OF CONSTRUCTION-WOOD PLATFORM FRAMING FIR NEW WALL Umn SUm a Oaf aS0 SNOW LOAD-45 PSF, ncre a of ware a e wr - FIRSTFLOOR- LL 40 PSF. EQUIPMENT NUMBER EXISTING WALL - n5 00 OOW a =APE= SECOND FLOOR -LL 30 PSF. On OUOUS OTIZOO um m _ WIND SPEED-120 MPH ----- 0V0fm ONE 00 FROST LINE DEPTH-361 0 REVISION SYMBOL ----_ DEMOLISH WALLurrr— ever' 0 ser 'ane SEISMIC ZONE U IC ee nSd a lam of Polished - WEATHERING- SEVERE O U IC OC pC'out Oun S f Uara TEATHERI G- SE-MODERATE /HEAW WINDOW INSULATED WALL U IC a OC'U C OCU n Oun S er uBle nC epLn vainlea _ DECAY- Moo/H'W UIJL Upulale INbUILnsu a rlSu a m rl5u Ion ICE SHIELD UNDERLAYMENT REQUIRED - - JOInt Descnptlon' Nail Sizes Nail Spacing a RoUFFRAIVITNG- Rafter to Top Plate(Toe-railed) 3-8d - per rafter Ceiling Joist to Top Plate (Too -wiled) 3 -Bid parjoiat -Ceiling Joist to pa regal Rafter(Facerailed) 3. 16d each lap Ceiling Joist Lope over Partitions (Face -railed) - 4-16d each lap Collar Tia to Rafter(Face-neled) 2-Bd per tie Blocking N+ Rafter(Toe-nailed) - 2-Bd each and Rim Board to Rafter (End -nailed) 2.16d each end vt FRAMING Top Plate to Top Plate (Face-nalled) 2 - 16d - per root Top Plates at Intersections(Face-wiled)4-15d m joints -each side Stud to stud (Face -railed) 2 -16d 24' ". Header to Header(FaCe-nailed) 16d - 16' ex. along edges Top or Bolton Plate to Stud (Erxlnailed) 2- 16d par 20 Stud 2-16d par 2x6 stud _ 2-16d per 2x8 stud Bottom Plate to Floor Joist,Bandjoist.Endplsta Blocking 2-16d per foot (Face -palled) - - FLOOR FRAMING Joist to Sill, Top Plate a Girder( Toe -nailed) 4 -Ed perJost Bridging to Joist(Tce nailed) 2 -Ed each and Blocking to Joist(foanaAed) 2 -Bid eachend Blocking to Sill or Top Plate (Toe -nailed) 3-16d each block Ledger Strip to Beam(Face-nailad) 3-18d eachjoat Joist on Ledger to Beam (Toe -railed) - 3-8:1 periost Band Joist to Joist (Enoinailed) 3 - i6d perjost - Band Joist aSill " Top Plate(Toe-nailed)2-15d per root F HEATHING Structural Panel Ed 4- me. perimeter ane other 6' ox. edges of _ panel, 12' oz. interior of panel Diagonal Board Sheathing 1'x6'or 1'xW 2-8tl persupport 1'x 10'or wider 3-8d persuppon Gypsum Wallboard 5d 7- edge /10'Feld WALL SHEATHING Structural Parel Bid (see table 3.9) Fiberboard Panay 7/16' 6d 3'edge/Wfaid 25/32' Bid 3- edge /6 -field Gypsum Wallboard Sd 7'edge/10'fed Hardboard Ed (see table 3.9) Particleboard Papel So (see able 3.9) Diagonal Board Sheathing 1'x 6. of 1'x e' 2-8tl persuppod Y x10 -or wider 3-Bd F per support FLOOR SHEATHING Structural Parol 1* or ass ed 6'edge /12'fold greater than 1' SOd a 6" edge / 6' field Diagonal Board Sheathing 1'x 6- or 1'x Ef 2 -ed per support 1"x 10'or wider 3 -ed per support a ed 3'oncenaer et the rel .s I Nailing basetloe wall sheathingnailed 6- at anal e. 1(wall sheathin ped pa aha sheathing alNep remetsoncenar a obaln higher sheat capecaies ,nailing requirements /or structural members shall be doubled, or sierras connectors, such as shear toobtain higher Plates, shall be used to maintain the bad path. 2 When wall sheathing is continuous over connected members, the tabulated number of rails shall be permitted to be reduced to 1-16d rail per fool GENER& NOTES 1. ALL WORK MATERIAL AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE NEWYORK STATE UNIFORM .BUILDING CODE, AND THE NEW YORK STATE ENERGY CONSERVATION CODE, AND LOCAL AUTHORITIES. 2. ALL CONCRETE SHALL BE STONE AGGREGATE VATH A MINIMUM 28 DAY STRENGTH OF 3000 PSI 3. ALL LUMB ER SHALL BE GRADE STAMPED DOUGLAS FIR - LARCH STRUCTURAL GRADE g2 OR BETTER. 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL PARTITIONS, EXCEPT AS NOTED ON DRAWING. 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BYCOMIRACTOR(S)PRIORTOSTART OF CONSTRUCTION AND ORDERING OF MATERIALS. THIS FOUNDATION HAS BEEN DESIGNED FOR A SOIL BEARING CAPACITY OF TWO (21 TSF AND GRADES LESS THANS%. CONTRACTOR SHALL VERIFY THAT THESE CONDITIONSAREMET. ALLFILL BENEATH CONCRETE SLABS TO BE COMPACTED TO 95% RELATIVE DENSITY. - 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER BY TRIPLE UPRIGHTS, ALL HEADERS TO BE MINIMUM OF 2-2x6 OR AS SHOWN ON DRAWING. B. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS 9. PROVIDE FLASHING AT ALL ROOF BREAKS, CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS AND DECKS ETC.. 10. DO NOT SCALE DRAWINGS, 11. DESIGN CONSULTANTS OR RECORD ARCHITECT - ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION, SUPERVISION, OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT. FEDERAL STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE. RESPONSIBILITY OF THE: CONTRACTOR. 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY SHALL BE DESIGNED AND BUILT IN ACCORDANCE WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. 14, THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THENEWYORK STATE ENERGY CONSERVATION CODE 15. ARCHITECT TO BE NOTIFIED IN WRITING OF ALL CHANGES PRIOR TO AND DURING CONSTRUCTION. 16. ALL STRUCTURAL STEEL TO BE ASTM A36WITH ONE COAT EPDXY PAINT. ALL FASTENERS TO BE ASTM A-325 BOLTS, 3/4' DIAMEFER. 17. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARYTO PROTECT THE ENGINEER AND OWNER. 18. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE 19. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL AND IN BASEMENT (IF APPLICABLE), POSITION NEAP ENTRY FROM HOUSETO ATTACHED GARAGE AREA 20. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ON EACH LEVEL OF DWELLING AS REQUIRED BY NEW YORK STATE BUILDING CODE 2L ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO AN EXISTING DWELLING REQUIRING A BUILDING PERMIT NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE HOUSE BE UPGRADED WITH HARD WIRED B - INTERCONNECTED SMOKE ALARMS. 22 THE NYS CODES ALSO APPLY TO ACCESSORY STRUCTURE DESIGN. 23. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD FRAMING NOTES ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR -LARCH STRUCTURAL GRADE No. 2 OR BETTER. 2. ALL SHEATHING TO BE APA RATED, EXPOSURE J. 5/8' MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STURD+FLOOR, EXPOSURE 1, 3/4' MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADERS B'-0'AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0' AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-20 OR AS SHOWN ON DRAWING. 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.YS. CODE OR AS NOTED 0 8-0' O.C. MIN. PROVIDE 2' SPACE FOR AIR CIRCULATION IN ROOFS. B. DOUBLE FRAMING AROUND ALL OPENINGS(Skylights, stairs etc.) OR AS NOTED ON DRAWINGS. 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. B. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY 'ECO' O%APPROVED EQUAL 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE ASA MINIMUM. ALL 2X6 STUDS SHALL RECEIVE 6100 NAILS AT SILL AND PLATE ALL EXTERIOR NAILS SHALL BE GALVANIZED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d e 4' ox. EXTERIOR EDGES AND 6 d 0 12' oz. INTERMEDIATE ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 11- AND WATERPROOFING SHALL BE BY ARCHITECT. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE 12. AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY'TEOO' OR APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CUPS AT ALL PERIMETER JOIST TO GIRDER CONNECTIONS. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA PACIFIC G% SERIES WOOD -1 -BEAMS AND LVL PRODUCTS OR EQUAL. ALLJOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE[ 1 3/4' LVL RIM JOIST SHALL BE REQUIRED AT LFLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 RDWS OF 1/2' DIA GALVANIZED MACHINE BOLTS 012' O.C.. WINDOWS - GLAZED OPENING FOR NEW CONSTRUCTION , EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E 188697 AND ASTM E 1996-99 OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED. NEW STRUCTURES LOCATED WITHIN ONE (1) MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING TO WIND ZONE 111, MISSILES DEFINED IN PARAGRAPH 6 O ASTM E 199699. GLAZING CONFORMING TO VA NO ZONE II, MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS BY A- CLEAR SHIELD HURRICANE +SECURITY PANELS - 631- 287 5060 OR B - QUICK GUARD STORM PANELS. 631-287 5330 OR C - CUSTOM FABRICATED PLYWO. PANELS -SEE BELOW PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM 1886. AS NOTED IN NYS RESIDENTIAL CODE t WINDOWS - GLAZED OPENING PROTECTION IS REQUIRED FOR ALL GLAZED AREAS IN ACCORDANCE WITH LARGE MISSILE TEST OF ASTM E 1598 AND ASTM 1858. CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDOWS. PANEL DETAILS SHALL BE AS FOLLOWS 1/2' PLYWOOD PANEL #8 2 LIT' WOOD SCREWSR012'O.C. SET IN V' FROM . EDGE OF PANEL -LARGER PANELS TO BE CUSTOM DESIGNED. PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HARDWARE PROVIDED FASTENERS TO BE DESIGNED TO ALIGN WITH WINDOW JACK POSTS, HEADER '+ SILL PLATE PANELS TO BE MAINTAINED ON SITE. LABER LOCATIONS ON EACH PANEL - SIMPSON LETA - 20 GAGE RIDGE STRAP -ALL ROOF RAFTERS 2 x 6 TIE 0 EACH RAFTER IN LIEU OF STRAP. SIMPSON H2 HURRICANE CLIP NAILED. FROM RAFTER TO STUD. - TYPICAL ALL RAFTERS 5 - 8tl NAILS EACH END APA RATED PLYWOOD TO EXTEND TO TOP OF TOP PLATE DOUBLETOP PLATE 2 x6616'O.C, STUDS 4-8d WRAP + NAIL STRAP (4 - 4d NAILS) AROUND SILL PLATE AT ANCHOR BOLT SEE FOUNDATION DWG: FOR DESIGN. SECTION ICE SHIELD UNDERLAYMENT REQUIRED - 24' FROM EDGE ALTERNATE POSITION OF HURRICANE CUP USE SIMPSON H3 PROVIDE Ed COMMON NAILS 6 4' O.C. AT EXTERIOR EDGE OF ALL SHEATHING. MST37 METAL STRAP a JACK POST MST27 0 STUDS w/ 4 - Ed NAILS 048' O.C. EACH END -TYP. PLYWOOD SHEATHING TO OVER LAP BOX BEAM - TOP + BOTTOM. SIMPSON MST27 11/2- WIDE - 20 GAGE METAL STRAP 048' OC NAIL SHEATHING TO SILL PLATE 8d NAILS 0 4' O.C. 2 x 6 SILL PLATE ACQTREATED. 5/8'x 12' AB. 046' OC w/ FENDER WASHER. HURRICANE CLIP TYPICAL N 9TF o4 . , O2 a 9/9/03 BLDG. PERMIT 6/6/03 DEC NI IZ W Z OU 0 Z Z ir Q 0 W uA 0 WLl-_+I, �3 N � �z m zo 0w wow �¢ 1= FI Q N FLOOR JOIST lb xf __ Y ib FLOORHEADER '','`tJr'^-i.^IaAi;`�u!ti<•i•J'"CE'7t•�J�4',.Yl. Y]41:i.(: ••f}i:`.}.�:{.`1t�i'nL ifl.:..)i�i w�.Si r1:iFCi n9::I IltY'i,:.i7.G!y(CiSa:,.J .jlrJ' ,: `f;v tar. ;i.2 A'• Sr i.i +' !.,:'';CrS'It,�i:: ;'�l'.� :;9.r. I:i'.;, :;.." 4,, s•.�{..,;f)Ci.Fr,�:.�•F�; � �ay4t:;:(3 A;p,. ! y.)'�" i7;;Y.•,'l ✓�,!.`ti,4.M1v 1; �'r rot '!iii., U'" glJlS..,. �r f,� t.1. ::'t.,; �['(. (':)•;t :;A'. .,':`:•(..: ;y.n. ;a "•���':r`:1'.•ri r:.. '*i `;; "Yn, �Yi'• '.n`il° :i�il:i• ..�;,. ,.;f. nv :t.- :: c: iY.,{: r1 .:q 11}'y �':Y�... i;, .<ry`•!:: �?.i�:�a�• ��J.�< ..C:j;} �P':�`tp;1,t ;'y. .;'t. ; y4.e1•'. :'r-, %S.'� ;,o, ::�: .,L.K't' :�ALt;,y 3:i`'`y.:: +•!', �: �.V•:•:ir �.Y-�,1...,k{x,•ij.;r%La �'fJ f(.,N;. •"..M�..!.J1jw�i,:` ,.i eSii-.a{ -1. :�4�CI+ if � lJ,,,±�. L11 .x....}: :.,�,..:a;<' .?�:4•,f��"'.ii.; .;zl'`ri;,^'`.rry;...},.r,A:. ;h.;Cn ;�i:ifl:y;•' :V •,d%4i?y�` ;f).. Lig': SI, '..(.. SC til: '.y\.• ., i'�.7�. ';4 ,i',^, 'ii31�.P;. �;•Iq. :'hi•, -Lr :)3'i';r"�..:t-... ,r. y. :'r: •,`` ...1: tea`.• ':<a :�%. :y[+::•..?:: .�y7i7t^.. .•}�J. ^-t`: .,/4. w.'Ji' •:i: !,•, .j„L„w•. J.�r,':-:'''Y�:.rr'7;" 7�.`,.: R.. �'Ltii. •:i•V fw1:4 hj+, J.r„G<a`�:f .Il ••151 I'•��• ;•Y �..).:,:1J4• -.i. ..SA, HOLD DOWN + SHEAR CONNECTION CRITICAL PATH GABLE ROOFS 0.< 10° N 9TF o4 . , O2 a 9/9/03 BLDG. PERMIT 6/6/03 DEC NI IZ W Z OU 0 Z Z ir Q 0 W uA 0 WLl-_+I, �3 N � �z m zo 0w wow �¢ 1= FI Q N GABLE ROOFS 0.< 10° GABLE ROOFS 100<-O, 45e h e4 10° Tt E ELEVATION nIr rcvvra 100<-O,< 300 h 100<-64 300 PROVIDE Bid COMMON NAILS 0 4' O.C. AT HIGH PRESSURE ZONE -8' O.C. AT ALL OTHER PORTIONS OF ROOF TYPICAL. PROVIDE Bd NAILS 0 4' O.C. AT PERIMETER INTERIOR PORTIONS OF PANELS IN HIGH PRESSURE ZONES. NOTE: a = 4 FT. IN ALL CASES COMPONENT AND CLADDING PRESSURE ZONES M5T37 METAL STRAP 0 JACK POST w/ 4 - Sid NAILS 048' EACH END -TYP: 4 - Ed NAILS TYPICAL SIMPSON MST27 METAL STRAP 048' OC. MAXIMUM. TOP OF FOUNDATION RL j N 9TF o4 . , O2 a 9/9/03 BLDG. PERMIT 6/6/03 DEC NI IZ W Z OU 0 Z Z ir Q 0 W 0 WLl-_+I, Z. N � �z Q zo 0w wow �¢ 1= FI Q N lb xf __ Y ib GABLE ROOFS 100<-O, 45e h e4 10° Tt E ELEVATION nIr rcvvra 100<-O,< 300 h 100<-64 300 PROVIDE Bid COMMON NAILS 0 4' O.C. AT HIGH PRESSURE ZONE -8' O.C. AT ALL OTHER PORTIONS OF ROOF TYPICAL. PROVIDE Bd NAILS 0 4' O.C. AT PERIMETER INTERIOR PORTIONS OF PANELS IN HIGH PRESSURE ZONES. NOTE: a = 4 FT. IN ALL CASES COMPONENT AND CLADDING PRESSURE ZONES M5T37 METAL STRAP 0 JACK POST w/ 4 - Sid NAILS 048' EACH END -TYP: 4 - Ed NAILS TYPICAL SIMPSON MST27 METAL STRAP 048' OC. MAXIMUM. TOP OF FOUNDATION RL j N 9TF o4 . , O2 9/9/03 BLDG. PERMIT 6/6/03 DEC NI IZ W Z OU 0 Z Z ir Q 0 W 0 WLl-_+I, Z. N � �z Q zo 0w wow w 1= 0 Q N w.. EXIST. WALL CONST. 0 3' 4' NEW CEDAR SINGLE SIDING 5/8' PLYWD SHEATHING 1x4 P.T. BLOCKING 5/4x CEDAR TRIM ti 3 SECTION DETAIL AT WATER TABLE 1 1/2"=1'-0" CRAWL SPACE NEW 8' P.C. FOUND. ON 8x16' PC. FTG. TIE TO EXIST. FOUND. WALL W, #5 BARS @ 12" O.C. 24" LONG SET 6' INTO EXIST. CONC.-GROUT SOLID 2 BASEMENT PLAN 1/4"=1'-O" 4 RAILING DETAIL 1 1/2"=1'-0" EXIST. 2x8 FJ @ 16" O.C. I/ EXIST. 2x8 FJ @ 16a O.0 CRAWL SPACE irI w cl Ld¢I c7 J W �I tzIX w: EXIST. 2x8 FJ @ 16' O.C. CCA DJ 016' O.C. it TAPERED 2x4 RAIL PLOWED OUT TO RECEIVE BALUSTERS 3/4'SQ.STOPS 5/4x5/4 BALUSTERS 4x4 POST CASED W/ 3/4' BOARDS W/ POST CAP TAPERED 2x4 BOTTOM RAIL PLOWED FOR BALUSTERS NEW ASPHALT SHINGLE ROOF TO MATCH EXIST. ON 30# FELT OVER 5/4x6 T&G V GROOVE CEDAR DECKING NEW FASCIA TO MATCH EXIST. LINE OF EXIST. PATIO lO O NI 04 oil Imcp �— C 2x8 CCA DJ @ 16* O.C. cNb 2x8 CCA DJ @ 16' O.C: R3 -2x10._, 3-2x10 �_1 L.J �t6 1/2 12 h 5/4x4 FIR DECKING TAPERED P.T. SLEEPERS 4' P.T. NAILER 4L�. SECTION DETAIL 3x8 RR @ 32" O.C. 3-2x10 W/ 2- 5/8x9 STL. PL. —NEW 10' ROUND HB+G TUSCAN x Q 6 SECTION DETAIL @ COLUMN 3/4"=1-0" CCA DJ @ 160 O.C. 122SONOTUBE W/2' -0'x2' -0'x1'-0' P.C. PAD. EXIST. WALL CONSTRUCTION NEW COPPER FLASHING- EXTEND MIN. 12 " UP EXISTING 1NALL EXIST. CONCRETE SLAB ol WINDOW SEAT _ 3-2x10 NEW GWB WALLS IN THIS ROOM MASTER BR. I I wAstoUl DECK DOOR SCHEDULE ' TYPE UNIT COLUMNS BEYOND 101 2'-0"x6'-8" II SIMPSON #STRR 1/2 2-8"x&-8" 103 HOLLOW COLUMN UPLIFT 104 2'-6"x6'-8" CONNECTOR SET IN EXIST. 105 2'-0"x6'-8" CONC. SLAB x Q 6 SECTION DETAIL @ COLUMN 3/4"=1-0" CCA DJ @ 160 O.C. 122SONOTUBE W/2' -0'x2' -0'x1'-0' P.C. PAD. EXIST. WALL CONSTRUCTION NEW COPPER FLASHING- EXTEND MIN. 12 " UP EXISTING 1NALL EXIST. CONCRETE SLAB ol WINDOW SEAT _ 3-2x10 NEW GWB WALLS IN THIS ROOM MASTER BR. I I wAstoUl DECK DOOR SCHEDULE ' TYPE UNIT NOTES 101 2'-0"x6'-8" a 1.02 2-8"x&-8" 103 2-0"x6-8" 104 2'-6"x6'-8" POCKET 105 2'-0"x6'-8" 106 2'-6"x6'-8" 107 1'-2"x3'-0" 108 2'-6"x6'S" IPOCKET 109 3'-0"x6'-11" LIVING ROOM 1 FIRST FLOOR PLAN --12 — — —--�_T-- — 13/4'x9 1/2" IZ3yJ RR @ @ LVL DROP 321 O.C. M L5 PATIO M o cy)GIRDER a m m I II NEW 10'ROUND 3-2x1^ 2.5/8x9 HB+G TUSCAN COLUMNS LINE OF (EXIST. DECK LEGEND tAlb IING WALL - DEMOLISH WALL NEW WALL LINE OF EXIST. DECK - iD LINE OF OVERHANG ABOVE 2x10 LEDGER K�y�r 9/9/03 BLDG. PERMIT I " 08/10/03 03/08/03 W } Z I w I I 0 U 0 E" Z W z O oQa 0 VJ W -(� z Z g o Fly ( W W T" W � N \ I a CLO. \ " Toe t4 i i toe Lco @ D 3-2x12 ly a los (o U MASTER BAT W ■ 3-2x6 POST "EEL COL 3-2x6 POST NI SEAT IX O 102 �s n "� LIN. [,� Como. ACCE 101 PROVIDE 2-2x8 HDR. TO STEAM am 4-0 L--� FLUSH EQUIP.' W'' r, 103 DROP DOWN KITCHEN SHAMPOO — - SHELF m NICHE W/D LAUNDRY BR. # 1 NEW 2x4 WALL 'ON 1,A" THE FLAT" FOR 2' -6 - DOOR POCKET NEW GWB PEDESTAL I WALLS IN THIS 11 BATH II `�NK ROOM 1 FIRST FLOOR PLAN --12 — — —--�_T-- — 13/4'x9 1/2" IZ3yJ RR @ @ LVL DROP 321 O.C. M L5 PATIO M o cy)GIRDER a m m I II NEW 10'ROUND 3-2x1^ 2.5/8x9 HB+G TUSCAN COLUMNS LINE OF (EXIST. DECK LEGEND tAlb IING WALL - DEMOLISH WALL NEW WALL LINE OF EXIST. DECK - iD LINE OF OVERHANG ABOVE 2x10 LEDGER K�y�r 9/9/03 BLDG. PERMIT I " 08/10/03 03/08/03 W } Z I w I I 0 U 0 E" Z W z O oQa 0 VJ W -(� z Z g o Fly ( W W T" W � N FLOOR PLANS 3.2x10 W/ 2- 5/8x9' STL. PL. f a a W " a zw z� y W ■ �s n am a W'' a ". m FLOOR PLANS 3.2x10 W/ 2- 5/8x9' STL. PL. 3 EAST ELEVATION 1/4"=1'-0" 4 ADDITION V ,TYPE, UNIT WINDOW � SCHEDULE NOTES � A i DH1-2521 o B DH11517 ! —. -- ----- C 3L BAY 6443 D iDH I NOT USED E IDH3L BAY 6459 F ;CIRCLE WPG3R 3333] _ W/ CR 3 GRILLE G iDHt-3129 Li Li 5,88 sqf CLEAR OPENING O In" � y 2 SOUTH ELEVATION WEST ELEVATION 1/4"=1'-0" 07/08/03 PACING 00/16/03 03/06/03 m ; d 6 h ar w W J w W �M1 mw. u K W m i Y - M wi ELEVATIONS W �WZ } z oV o zz OW o�w QWW 06M N m. Z Qza %W Li Li O In" � W a N m ; d 6 h ar w W J w W �M1 mw. u K W m i Y - M wi ELEVATIONS