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HomeMy WebLinkAbout30324-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31251 Date: 11/01/05 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: MADELINE AVE FISHERS ISLAND (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 6 Block 8 Lot 1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 17, 2004 pursuant to which Building Permit No. 30324-Z dated MAY 17, 2004 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 #5509 DATED 5/6/04. The certificate is issued to CHRISTOPHER I & TRUDI EDWARDS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 1206796 09/13/05 PLUMBERS CERTIFICATION DATED 10/19/05 GLENN GELLO Aidthorized Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30324 Z Date MAY 17, 2004 Permission is hereby granted to: CHRISTOPHER I EDWARDS BOX 167 FISHERS ISLAND,NY 06390 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA at premises located at MADELINE AVE FISHERS ISLAND County Tax Map No. 473889 Section 006 Block 0008 Lot No. 001 pursuant to application dated MAY 17, 2004 and approved by the Building Inspector to expire on NOVEMBER 17, 2005 . Fee $ 431 .40 1 i A thorized Signature ORIGINAL Rev. 5/8/02 • Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT v� 3 2005 TOWN HALL t~ 765-1502 r APPLICATION FOR CERTIFICATE OF OC� sc r 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 a 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-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential$15.00,Commercial $15.00 Date. 3 / 7,L2 0 0-5- New New Construction: Old or Pre-existing Building: (check one) / Location of Property: /�/r,,cr211Ne (2 ^j ( ✓nS eAl� Ave is h�/� _L.r/ /� *Na House No. / Street / Hamlet Percy: 7// Owner or Owners of ProC� C/- Cd d �e G-� /r� ..✓as S Suffolk County Tax Map No 1000, Section LI)0 (p Block 8 Lot Subdivision Filed Map. / Lot: Permit No. 3032 y Date of Permit. -S� Applicant: /e///WG r is Health Dept.Approval: Underwriters Approval: Punning Board Approval: / Request for: Temporary Certificate Final Certificate: v (check one) Fee Submitted: $ Z/4 iicant Signature �0 --L7- D cPrJ�rJ r I�cnrlrJ��rr�ncPcJcncn [P cry r� cn cr3rr� rJ��n cntPcP cnrJ'E3cM 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY eS 5 40 FULTON STREET - NEW YORK, NY 10038 5 SCERTIFIES THAT c5 Upon the application of upon premises owned by 5 ZELEK ELECTRIC CHRIS EDWARDS 5 C5 11 OAK STREET 1 MADELIN AVE. 5 5 LYME, CT 06371, FISHERS ISLAND, NY 06390 5 Located at 1 MADELIN AVE. FISHERS ISLAND, NY 06390 Cc c5 c� Application Number: 1206796 Certificate Number: 1206796 Section: Block: Lot: Building Permit: BDC: ns11c, Described as a Residential occupancy, wherein the premises electrical system consisting of5 5 electrical devices and wiring, described below, located in/on the premises at: 5S SBasement, Outside, j c5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 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 5 authority having jurisdiction, and found to be in compliance therewith on the 13th Day of September,2004. Name OTY Rate Rating Circuit Type 5 Panels 5 S5 1 200 29 5 service 5 51 Phase 3 W Service Rating 200 Amperes 5 Service Disconnect: 1 200 cb 5 5 Meters: 1 5 5 5 5 5 5 5 5 5 5 sea/ 5 5 55 C 1 of 1 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 S D L rrcn cn O Oct 19 05 09: 35a Fishers Island Club 631 -788-5513 P• z l J". OCT ' lox 2 6 c Town 110ll,$3093 Mala P.O.box 1179 Tefepdate(631)766.1802 souft1d.New York 11971.0959 BUILDING DWARTMISM TOWN OF SOUTHOLD CERTIFICATION Date: �� S Building Permit No. / �Ia� L1 I Owner: 1 Y)_i?i S I Y�IC.'t I o a rCI S // (please print) Plumber: C� l �r'1 rl (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 20 ,!�7 Notary Public, County ROXANNESPAULDING NOTARY PUBLIC,STATE OF NEW YORK No.0I SPf113942 OIIAI II If U IN SUI l Of K COUNTY MY COMMISSION LXI'MI.S AUG. 9.7064� 1 gUFFO(,�c APPEALS BOARD MEMBERS O Southold Town Hall O �^ Ruth D. Oliva, Chairwoman � �� 53095 Main Road Gerard P. Goehringer y : P.O. Box 1179 Lydia A.Tortora _ Southold,NY 11971-0959 Vincent Orlando Tel. (631) 765-1809 James Dinizio,Jr. _ Fax (631)765-9064 1 � http://southoldtown.northfork.net BOARD OF APPEALS ' 7 TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINPLTION MEETING OF MAY 6, 2004 Appeal #5509 - CHRISTOPHER and TRUDI EDWARDS Property Location: S/s Madeline Avenue and E/s Crescent Avenue, Fishers Island; CTM 6-8-1. 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 applicants' 21,686 sq. ft. lot has 100 ft. frontage along the east side of Crescent Avenue and 232 ft. frontage along the south side of Madeline Avenue. The lot is improved with an existing single-family, one-story dwelling situated with a nonconforming setback of 21.5 feet from the front lot line along Madeline Avenue and a conforming setback of 97+-feet from the front line along Crescent Avenue. BASIS OF APPLICATION: Building Department's February 24, 2004 Notice of Disapproval, citing Code Sections 100-242A and 100-244 in its denial of a building permit application concerning proposed additions to dwelling which will be less than 40 feet from the front lot line. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on April 22, 2004, 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: Applicants wish to construct a 37'1" extension of 760+- sq. ft. at the east side of the existing dwelling, maintaining the existing line of the house with a front setback of 21.9' and 22.5' (northwest and northeast comers respectively) at the closest points to the front lot line along Madeline Avenue. (The deck modification proposed behind the new extension is not the subject to the front yard variance reduction or any other code provision as submitted.) 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 relief requested would not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The new addition will be for the applicants' residential purposes, which is permitted in the area. The setback of the existing house from Madeline Avenue is 21.5 feet, and the addition will be no closer than 21.9 feet at its closest point. Page 2—May 6,2004 ZBA No.5509—C.and T. Edwards CTM&8-1 at Fishers Island 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 applicants' lot has two front yards as defined by the Section 100-232 of the Southold Town Code. Strict adherence to this part of our code would require the applicant to move a driveway and septic system to build the addition within the limits of the code. 3. The variance granted herein is not substantial. The setback of the existing house from Madeline Avenue is 21.5 feet and the addition would be no closer than 21.9 feet. Lot coverage and other code provisions would not be affected, and a part of the addition will replace an existing deck, lessening any lot coverage. 4. The variance will not have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because the dwelling will continue to be one-story in a neighborhood consisting mainly of one-story dwellings. Part of the addition will replace a deck. 5. The difficulty has not been self-created. 6. No evidence has been submitted to suggest that a variance in this community of single-story residences will have an adverse impact on the physical or environmental conditions in the neighborhood. 7. Grant of this relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an addition, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by Member Goehringer, and duly carried, to GRANT the variance as applied for, as shown on the 2/4/04 survey, updated 2/26/04, by CME Engineering, Land Surveying & Architecture, PLLC and elevation diagram dated 1/12/04, prepared by Bruce Kinlin Architects. 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 •Page 36-May 6,2004 ZBA No.5509—C.and T.Edwards CTM 6-8-1 at Fishers Island addressed in this action. Vote of the Board: Ayes: Members Oliva Chairwoman), Goehringer, and Dinizio. (Members Tortora and Orlando were absent.) This Res �i n was duly �opte (M c Ruth D. Oliva, Chairwoman 5/ /04 Approved for Filing 11/02/2005 .11:13 FAX 691 ,785 7798 FITELEPIIONE 3002 FIELA INSPECTION REPORT DATE COIV7NIENTS W FOUNDATION(ISI) vCCJ ' SU t�m FOUNDATION(2ND) EM — m ROUGE FRAMING 8e --- PLUMBING _ r INSULATION PER N-X. STATE ENERGY CODE FINAL ADMISONAL COMMSNIS ®l m vi z t- T Kinlin Rutherfurd Architects 145 West 30th Street, 11TH Floor New York, NY, 10001 March 21, 2004 Town of Southold Building Department Town Hall P.O. box 1179 Southold, NY, 11971 Please include the following documents with the application package previously submitted for a single family home on Fishers Island for Chris and Trudy Edwards. (SCTM 6-8-1) Enclosed is a drawing with Climatic and Geographic Design Criteria. Please add this to the previously submitted application. Sincerely, F/� /C Bruce Kinlin Architect, AIA OR A 20 pg. 1 of 1 fax:212-27&9889 wwwAinlinrutherfurd.00m phone:212-695-29 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 24, 2004 AMENDED: March 25, 2004 TO: Christopher Edwards PO Box 167 Fisher's Island, NY 06390 Please take notice that your application dated December 26, 2003 For permit to construct additions and alterations to an existing single family dwelling at Location of property Madeline Avenue, Fisher's Island,NY County Tax Map No. 1000 - Section 6 Block 8 Lot 1 Is returned herewith and disapproved on the following grounds: The Proposed additions and alterations to a non-conforming single family dwelling, on a non- conforming 21,780 square foot lot in the R-40 District is not permitted pursuant to Article XXI Section 100-242A, which 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." The existing single-family dwelling notes an existing front yard setback of 21.5 feet. The proposed addition is noted as being 21.9 feet from the front property line at its closest point. Pursuent to the ZBA's interpretation in Walz(#5309), such additions and alterations will thus constitute an increase in the degree of nonconformance. Therefore the proposed addition is not permitted pursuant to Article XXIV Section 100-244 which states that non-conforming lots measuring between 20,000 and 39,999 square feet in total size, require a minimum front yard setback of 40 feet. Total lot coverage following the proposed construction, will be less than 20 percent. T Ztho4e s was amended on March 25 2004 for clarification. ignature CC: file, Z.B.A. i w Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ 'FINAL [ ] FIREPLACE A CHIMNEY REMARKS: DATE `� � '� / INSPECTO - 6 / TOWN OF SOUTHOLD PROPERTY RECORD CARD ` OWNER STREET VILLAGE DISTRICT SUB. LOT �kY V P-Y J:CIWOYCk 4 FORMER OWNER E ACREA ' c s Con { 02° ,56Y #( $ W TYPE OF BUILDING RES,. / b SEAS. VL. FARM comm. IND. CB. I misc. LAND IMP. TOTAL DATE REMARKS c �l o0 o v Srva G �. 2 x' 72 S�lc�Ul � c�►1 0 o s X7 q !2-7 -LIM - -SC 4 s ascus"n $IZSe—YZ 8co yr000 S400 z -gyp 7o,0 (9974 2� ' f3 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE —ZJJ `j �� A �2 11W2(,, Farm Acre Value Per Acre Value Tillable 1 Tillable 2 Tillable 3 Woodland Swampland Srushla d� House Plot Total i � r i i f t t I 9 M. Bld / -�( � Foundation fz Bath Extension _ I y-- o- � Base-_m-_ent Floors Extension as�( 3Jy Interior F_i_n_- ish fl ExtensionHeat Fire Place Fq T_ - - l'9� � � � ,�f �, / �l � � �� � x � Porch �' t t ?� � Attic 43 .4 Porch Rooms 1st Floor - re X �� + `ezewoy; j Patio Rooms 2nd Floor or e , Q ,1 4 Qriveway d { v 1 i i i t TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www, northfork.net/Southold/ PERMIT NO. 3 0 3 o q- Check Septic Form N.Y.S.D.E.C. Trustees Examined 51t 20—A Contact: // / Approved 7 20_ Mail to: cxfi-S Disapproved a/c 14 7 r//A,4 .2V9,b �- Phone: 63/-788-76 V S- Expiration 1I 1 20_)_ ng Inspector FEB 2 3 APPLICATION FOR BUILDING PERMIT r Date / 2 0 20 y 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) 2. 0. —2o x /67 /�/ /u„ 1S14-o oy (Mailing address of applicant) 4394 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder QWA,J Name of owner of premises rklj loo e/ an c' //�c�, L� N/a�CJ (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. / 3 - I Y 1 H -T- Plumbers License No. SS' q- ,p Electricians License No. q798- rr1 r Other Trade's License No. 1. Location of and on whichroposed work will be done: rafw-/ Z-Il v e- f �'5 i ef,3 Hous Number Street Q Hamlet _ Tax Map No. 1000 Section 006 Block CJ Lot � ivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises ane intenee�_use ane "cunarcv ~-ter .-,.-S'T-.r^ a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building; _ _ Addition rpt=cat Repair Removal Demolition _Other 1Nor1; _ pion) 4. Estimated Cost ���v 00C Ft:e _ — r— (To be paid on tiling this apptDcation) 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. 7. Dimensions of existing structures, if any: Front_ Rear "Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front htg, '= fitear Depth Height Number of Stories_____________ 8. Dimensions of entire new construction: Front Rear Height Number of Stories 9. Size of lot: Front Rear /Depth K _ 10. Date of Purchase y 9 9 Name of Former Owner Jul f ire so.v t 11. Zone or use district in which premises are situated 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 1✓ 14. Names of Owner of premises(-'hw" )0"/ �74VAAddressab 9 lib 7 x 1s Phone No. o/-3/ 7A6 76 bJ- Name of Architect Kvcr K„v/i✓ A4,pec A Address vs—weii 3# 6*Y/�tPhone No 7/2 6 9s',2?80 Name of Contractor 7±1 S16l ,-Ang Address ,*A, as/aa NY Phone No. (03/- 788-78.r-7_ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE 1JIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO �/ * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OFS�I� /' / rX 0'Zo �j,LV' L NWc,'( / being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ok✓N e (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 day off d 4enw.6*y 20 aN • i',.. J�ts.WL. � , Notary Public Signature of Applicant MARY 8 PAMM MU v Notary Public Sto of New York No 52-8267950 C MEVM 4(3&JaL 0 -"y Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lc Data filename: C:\Program Files\Check\REScheck\EdwardsOLrck COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached I or 2 Family HEATING TYPE:Non-Electric DATE: 02/20/04 DATE OF PLANS: 1/20/04 PROJECT INFORMATION: Edwards Addition Madeline Avenue and Crescent Avenue ��tiD ARCyT Fishers Island,NY 06390 Wy JGE0 K/y�Fpm Tax Map:006-8-1 it m * Y COMPLIANCE: Passes tP� �o. 0200 �O Maximum UA= 150 ATF OF Your Home UA= 140 6.7%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 765 38.0 2.1 21 Wall 1:Wood Frame, 16"o.c. 708 21.0 2.0 26 Window 1: Wood Frame:Double Pane 132 0.320 42 Door 1: Glass 100 0.320 32 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 765 38.0 2.2 19 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief, and professional judgment,such plans or specifications are in co Nance with ( ode Builder/Designer I l t Date Y Cm d m m �yT N po v w z A Jy W we B IPc>--11 d a O N / WEST u HARBOR / N.3900.01 LOCATION MAP SCALE 1 "=400' W.1343.00POLE E M / POIADELINE AVENUE eTI — / STIR N 83.42'30 E IRON PIN Ln V) W 232.00' 2' HIGH Q -� STONE WALL 2w Q � / MERESTONE £ u! 0 3 MAP REFERENCES / U j k e:y)y ads}3k ADDITION ,R N/F o Cl L w (2005) S / 1.) SURVEY MAP PREPARED FOR CHRISTOPHER EDWARDS h TRUDI ANN Z Z LAWRENCE R. & WF. g W v r„ EDWARDS; MADELINE AVENUE k CRESCENT AVENUE; FISHERS ISLAND, NEW W DRIVEWAY �ihT',.�}. ;.; +moi' „+�'}�, HORN YORK; CHANDLER, PALMER & KING; NORWICH, CT,; DATE: FEBRUARY 25, 0_ � 0 Q OVERHEAD ES / � � � N 1999; SCALE; 1"=40'; SHEET 1 OF 1 W Q �/ °� Z �n a ligiQ DECK N = Q Q % S % (2005) 1.5' HIGH m Q W K / G n STONE WALL Z W 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED = j Q HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO W (!1 V = APPROXIMATE LOCATION i � BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE C3 L� /(L1 SEP{IC SYSTEM / SHED / _--� ENGAGEMENT, N ft� 2 2,) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, I--- r/� `L GRANITE UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO \8p V oU 23200, MONUMENT ALTER AN ITEM IN ANY WAY./ '_/ v S 83'42'30” W I 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S 1 SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF ILE N/F THE LAND SURVEYOR. HO I PAUL6ARI O 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC s m / 1 NIF SURVEY TRIANGULATION STATION "PROS" / FISHERS ISLAND 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP ELECTRIC COMPANY 1 1000, SECTION 006, BLOCK 8, LOT 1. rn o / N/F 6.) TOTAL AREA = 21,686± S.F. (0.50± ACRES) Z 0 RICHARD EDWARDS o z 1 I 7.) SITE IS LOCATED IN R-40 ZONE. O a N 9 1 � J 8,) LOT COVERAGE: 13.77. N F Io z SOF NEW Y0 > a c C3Pp H. ST "p Ld a m O L a. 0 0 f ¢ m . W � ¢ o SVP 0 Q 3 0 F a Q � m m p o 0 o x i o IEGENQ ¢ N DO O O W N/F NOW OR FORMERLY QUALITY CONTROL CERTIFICATION C3 o vm-i 3 w GROUP REVIEWED DATE SF SQUARE FEET m o w x o PRamr MAMM i .1 F COOOOOC STONE WALL a m o o v v sum.EY .sem EWRPRMwrA1 DATE: 02/04/2004 °"` 30 16 0 30 SCALE; 1 " = 30' sRM�R AACMrt[CruRu GRAPHIC SCALE IN FEET FILE F2554 SHEET: 1 OF 1 b a Z v -c R Q b z . � � a a 'a t= ri K WEST HARBOR / N.3900.01 __ ��—— ---�— e LOCATION MAP SCALE 1 "=400' W.1343.00 / POLE / POLE MADELINE AVENUE X08 b9 N 8342'30' E IRON PIN 232.00' r' 2' HIGH STONE NALL MERESTONE £ �: a �' MAP REFERENCES r, ir� L.,oiQPlll'�,•„14 ,Cf1Nii PROPOSED ADOfIDN $ SV N/F O LAWRENCE R. & WF. 1.J SURVEY MAP PREPARED FOR CHRISTOPHER EDWARDS & TRUDI ANN Z LI_ r �^ .,IS. iIil'eTYP1` EDWARDS; MADELINE AVENUE & CRESCENT AVENUE; FISHERS ISLAND, NEW DRIVEWAY ,% % ��I�L�,f')(•E}'ll�p� i�j iYa�' y HORN YORK; CHANDLER, PALMER & KING; NORWICH, CT.; DATE: FEBRUARY 25, d O OVERHEAD % 1999; SCALE; 1"=40'; SHEET 1 OF 1 Q UTILITIES W w o o� ~ � 4: W PROPOSED MODIFIED DECK 1.5' HIGH NGTES a STONE WALL 1,) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED o HEREON, ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO i BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE SHED jf _—�� ENGAGEMENT, `l GRANITE 2.) IT IS A'VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, MONUMENTUNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO 50' / a 232.00" ALTER AN ITEM IN ANY WAY. / 1 O S 83'4230 W 3,) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S N/F SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF DRILL THE LAND SURVEYOR. HOLE I PAUL & LESLIE TOMBARI 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S, COAST AND GEODETIC NIF SURVEY TRIANGULATION STATION 'PROS" / FISHERS ISLAND l ELECTRIC COMPANY SITE IS IN THE TOWN OF TH COUNTY OF SUFFOLK TAX MAP 10 � N/F � 1000, SECTION 006, BLOCK 8,, LOT 1.T 1. N z / RICHARD EDWARDS �I 6.) TOTAL AREA = 21,6861 S.F. (0.50± ACRES) Z 7.) SITE IS LOCATED IN R-40 ZONE. O 0 1 0 1 8.) LOT COVERAGE; EXISTING = 9.27 y PROPOSED = 12.7% W M �P•V�OF NEI,I, (ifYO o W O�pPa H S?qO 9 M1 Q O Z Q m p o m t LEGENQ o N m QUALITY CONTROL NOW OR FORMERLY CONTROL CERTIFICATION O � GROUP RENEWED DATE SF SOUARE FEET p rawsa I+.�"Acc" p 2••/✓ C0.' STONE WALL a sumnY h i3 . H• ' `"""CF__"` DATE VRULTUML 30 15 0 30 rncsnsclunAL SCAL GRAPHIC QIAI E IN RR _ DO NOTPHOC!EDWITN PLUMBING FRAMINGUNTIL SURVEY ALL PLUMBING WASTE &WATER LINES NEED OF FOUNDATION LOCATION L) TESTING BEFORE COVERING HAS BEEN APPROVED, SHEET LOG LEGEND ISSUED SHEET DESCRIPTION aX A001 TITLE SHEET POO EXTERIOR ELEVATION X A020 SITE PLAN "CONVIIII ' m ® X A100 BASEMENT PLAN o0 1 A�Of I SECTION REFERENCE UNDCERnFICATE X A101 GROUND FLOOR PLAN 21 O ERWRIIERS REQUIRED X Al 02 ROOF PLAN 03 X A201 SOUTH/WESTELEVATIONS \ APPROV D AS NOTED X A202 NORTH/EAST ELEVATIONS 04 A3o0)02 INTERIOR ELEVATIONS DATE: B,P.N �Q31`f�! X A211 BUILDING SECTION 01 FEE: .3 �' BY:Me X A401 WALL SECTION NOTIF BUILDING DEPARTMENT AT PLUMBING RISER DIAGRAM °oo DETAIL REFERENCE 765-1802 B AM TO 4 PM FOR THE FOLLOWING INSPECTIONS; X E100 ELECTRIC PLAN 1. FOUNDATION - TWO REQUIREDr ELEVATION TAG FOR POURED CONCRETE 2. ROUGH - FRAMING d PLUMBING -- 3. INSULATION 4. FINAL - CONSTRUCTION MUST NNOOTAG A INDICATES BE COMPLETE FOR C.O. COMPLY WITH ALL CODES OF EXISTING TO REMAIN ALL CONSTRUCTION SHALL MEET THE NEW YORK STATE A TOWN CODES REQUIREMENTS OFTHECODESOFNEW AS REQUIRED AND CONDITIONS OF 12 WINDOW TAG YORK STATE. NOT RESPONSIBLE FOR S( SDUDIOlDTOMZBA NO TAG INDICATES DESIGN OR CONSTRUCTION ERRORS. EXISTING TO REMAIN SOUDIOIDTOWNRANMNGBOAID SOUDiOIOTONHTIiUS1EES ..I— CHANGE IN ELEVATION OCCUPANCY OR --- NTs.No (N) NEW USE IS UNLAWFUL (E) EXISTING WITHOUT CERTIFICATE FON/A COMPLY OCCUPANCY AGEPE-46' LEGEND OF WALL TYPESM EVN SOUTHOLDTOWN CODE. INDICATES EXISTING WALL RETAIN STORM WATER RUNOFF NEW EXTERIOR WALL TYPE-A PURSUANT TO SECTION4&10CSEE WALL SECTION A401 NAILING LING & CONNECTIONS OF THE TOWN.CODE. ICATIONEW INTERIOR WALL TYPE-3 TI -- REQUIRED,. - 2x4 FRAMING PLUMBER CERTIFICATION NEW PLUMBING WALL TYPE-C ON LEAD CONTENTBEFORE 2X6 FRAMING CERTIFICATE OF OCCUPANCY — WALL SOLDER USED IN WATER NEE 10" SEE WALL SECTIONTIONFOUNDATION A4011 SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1%LEAD. ISSUES: DATE: 1 PERMIITSET LI SCHEMATIC DESIGN 01.12.04 EDWARDS HO PERMIT SET 02.09.04 BRUCE KINLIN AR4 145 WEST 30m STREET,SS1FI FLODI NEW YORK,NEW YORK 10001 REC o 0 EDWARDS HOUSE T9rFa t`1 MADELINE AVENUE & CRESCENT AVENUE FISHERS ISLAND , NEW YORK TITLE PAGE HALF SCALE o PROJECT: 35 U I J V fL �n 0 0 _- _ H _ 2 — -- o - - Z — -- --------------------- -- - ----------- --------------- IE -------- - - MADELINE AVENUE - --- F XE R. — N83'4230"E 232.00' 1 7 ----- -- - -- R i I; m N F Ix-i --- ----- AWR ENCS R. & WE. j HORN DRIVEWAY - I z C ; UTILII EL� '_5 0 / T O1L DIAL, im i I N I I i! / -_- -R - GRANITE - - MONUMENT SB3'4T30°W -23200 _ _--_ - -- - 1 PAUL & LESLIE TOMBARI / II N/F / I R , FISHER ISLAND R ELECTRIC COMPANY N/F RICHARD EDWARDS E i I N 1R. I I I I I O I r� N N N H npW1 W 01 SITE PLAN C7 H O P H U 20'-6 1/2" 4'_10" CL 10'-10 1/2" 4--9 3/4" v F- 2-6 10"I LL I II I 01 01 A21 211 I \ I I I I I (N)BASEMENT I C I M M O o - - I IIS : I m N I IIII III N W r 21-8 1/2" 10 TREADS @ 9 7/B"= 8'-3" I ® I I N � IIII O I - - I 1 -T - I -- L I II -- _ __ _—_ � r7_ __ __ _ _ ___ _ _ __ __ _ _ _ _ _ __ ___ _ _ ___ __ _ -- _ PERMIT SET Som 02.09.04 n I I II - - - - - --- - -- - -- -- - - - - - r _ --- _-- --- - Ir EDWARDS HOUSE FISHER I3LPNq NEW YORK 11'-0" 3'-0" AREA OF DEMOLITION OF EXISTING CONCRETE - -- II I L i f I I 11 (E)CRAWL \1 SPACE (E)BASEMENT F - - I BRUCE KINLIN ARCHITECTS 145 WEST BOTH STREET] TH FLOOR TEL (212)6952988 NEWYORK, EW 212 NYORK 10001 FO ( )2739889 ___ J IIII III L - - - - - -- -- ----T _ �PgD ARON y� k TF ___ __ _ T I_ --- ---- -- -- - -- --- --- - 29 -� FOF N - O IL Y a I II m I N N BASEMENT FLOOR PLAN w 01 BASMENT FLOOR PLAN � - -- -- - - -- -- HALF SCALE A100 oPROJECT: 35 H 20'-6 /2 b I E 5-4 3/4" 12'-5 1/4" p'_8 1/7' C�. (N)MASTER BEDROOM BUILT z'-8" I _ r cy IN — - _c7i DRE SS 2011 LLL �L A21 CNL - \ M c> \ _ r- - 22,_2 1/2.. o (E)LAUNDRY \ 1. ROOM 9'-1-� - 1 0 1/2" _ / � 2 TREADS ® 14 - 2-4 i a N _ Oo � M BATH \ M _ �(N) STE - m I � I - O LININ ROOM CELT 3 a I _ N a'-s 3/4" � 5' 11 i/z a'-a 1/4" I q _ M (E)T.V. ROOM n _ II wood N r O— - \ ' oEclt � o . m I - 0 M N] _ U N — N ALIGN WITH BATHR00 EXISTING WALL - E O_�M I E DINING ROOM OOM 11 (E) (E)BEDROOM LIVING ROOM - 02 I I 202 - I I h1 h ,I << I } I (E)BEDROOM z w - E F.P \— (E)CLOSET w — I = _ m ¢ (E)BATHROOM 02 I I Qa 7771: ¢ ¢ EI (E)KITCHEN - - -" E w � I �� z (E)ENTRY (E)CL NI E)c�, �0 SDS � (E)BEDROOM w 01 GROUND FLOOR PLAN P H U [rya NEW ROOF AND GUTTER 25-4 1/2" NC �_ = 1 ILLI I -I 01 211 0 M M 2 — a O - — — _ _ _ _ EXHAUST STACK FOR NEW BATHROOM D LAUNDRY 3" VENT STACK FORNEW BATHROOM AND — LAUNDRY IF - - �.� Peemir SE-1 —nr _ a — of I EDWARD C r II I - I I I I I u ! I II I I I I II I I I I I I I I i I I BRUCE KINLI ' I 145 WEST 30TH STREET. NEW VOPH NEW VaRN SC - I I F II I I ! I I I I ca ,9 iC I . N I H I I I I w ROOF PL ti O1 ROOF PLAN I � � � ' I Tµ•_p—o• _ a HALF SCALE PROJECT: 35 F U C4 6 w U fk w n 0 0 N VE ELTOEV. 15 -9 1 2 _ -T 0 DG ELEV. -_ -- - - _- - BOT ELEV 8 -0 �s _ - - �TT � OF ChLIN- G__ rh 11111 11111 1 r III II Ih 1 1111111 L li l I , .- - — - � �— th a FTTii Sir I'r 1I�' J�I L�r _ I1 rilll,ll T _ —I — I �a I I I TI-I_I 11 7111 0� LI_I J- m I- I I r 1� — II _� IIT o FINISHED Fl I , I I II T - ELEV. 0'0 I , 1[ 11 FTTTTTTTL4FI 11 _- _ GR E ELEV.E- 2'-0 1/2' EXISTING EXTENTION - - N SOUTH ELEVATION / VAT ON TO VENT ELEV. 15'-9 1/2"' I N T.0 RI DG I - _ ELEV. 13 -1 1 2 - B(OT OF DIETING �n ELEV. 8 -0 �� - - - �IJ 1 -- r1 _I �- h ' T1 FEFL] �L� � u I � 1TI L�� ( I- �IIJI�! 1'I � � - r UL J _ IL IF LJ _ I I 1 - _IJJ N II 1111111 � I I I - FINISHED - - I - ELEV 0 0 - L 1 � -i-1 I� I - E ELEV -2 -0 T72 EXISTING NO % TIN CHANCE) I IIII 111'1 ' 'v DC N N y F w 01 WEST ELEVATION 1 0 H U Z Z W U 0.l 0 0 N B -- - T 0 VENT LEV E 15 -9 172 � Im M � N ELEV. 13 -1 1 2 -- - - G EV. 12 -4 0 1 2 - - _ _ - -- - _- __ -- - -_ _ - - -- ^" BOT.LEV08-CIELING E . -0° LI I1 _ - III -m _ ❑ I❑❑❑ ❑ - . _1 _ __ ___ __- IT❑_1-LI� I I�LIIILI III III7 I-IIIIIII�I I I I � n -IL111 I _I I rnL- �1J711 a I .I I I I (!T I I I ❑ � � � i L -I_ � IT❑ITr �JJ CLZI I IL-� � I SIL-- I I y I I ��� IrlJlllJl I I � ❑ _I 1 ❑❑ � � I - - l l l ❑ LL1 II I I LII '�'��'J��'� I I I 11 - o L 7 1 LI_L ' FLIT III - �f �� --��-r❑LLr r l - I IT I I I I I I I L �❑ Lt i l l I_I_ � I Trl lru l l LI - LI - n,l.rl 1 1 lrl l . I Ln 1 1 1 1 1 � ❑❑ I I I I LI I I - �1 � ❑ I I -1- TI- 4❑ ❑❑ ❑❑ _I - - In l? r LI - L 1 i1El n l r_ri r ulLr r r ' m1�_r u1II o nul 11 L _ I_ITIiL III - C TO FINISHED FL ELEV. 0 0° _ GRADE ELEV. -2 -0 1 2 EXTENTION EXISTING I 02 NORTH ELEVATION //'=P-o. 0 ELEV. 15 -9 1/2" II � i Rl N T.0 91 ELEV. 13 -1 1/2 N TO RIDGE - ELEV. 12'-4 1/2" BOT . F-CELING ELEV OS 0 � IEL P�❑LII I I I I � I � �rIL 1�- I I LL � _I LL nI- ] ❑❑� ❑❑ I �I I �I I I I 'n� I I i❑L I L -I I - 03 I a 0 - - - I . I I - . � - IR ,'J�❑_11111 .II,l I T F - LI LJ I r�ITf _ IL ELEV. 0'0" I G - - - -- -_-- -- ELEV. —2 -0 1/2-0 EXTENTION 'v k N h f� LQ 0 1 EAST ELEVATION C7 O U U x W U W 0 0 T O RIDGE ELEV. 12'-4 1/2" ELE BOTV.OF 0I1 N, =0 G 8 0 - 0 sl o T••� PERMIT SET N LQ SNF . "�-D E-e� ELEV. 0 0 EDWARDS HI GEL ELEV. —2 —0 1 2 T.0 BASEMENT SLAB ELEV. 9—Y BRUCE KINLIN AI 145 WEST 30TH STREET,I Tl FL NEW YORK,NEW YORK 10001 W m 9TF < k H SECTION O 1 SECTION HALF SCALE 0 PROJECT: 35 h H W a m 0 0 N 0 METAL FLASHING - 2XB RIDGE BOARD - - T�O RIDGE ELEV V ip'_4 1/2" ASPHALT SHINGLES - - - ASPHALT ROOFING PAPER ON SHEATHING Y," PLYWOOD SHEATHING - - - - - PROVIDE VENTILATION - - - HIGH DENSITY FIBERGLASS BATT 2X11 BEAM - - BOT OF CIFI_ING 2X8 RAFTER ELEV. S. GUTTER - 2X6 DOUBLE HEADER - - - - - 1X CEDAR TRIM - CONTINUOUS VENT BRIDGING AS REQUIRED - - -�- - -- - 5/8" DRYWALL - - - --I WOOD SIDING 1 - BUILDING PAPER ON Kz" Sh�ATHING 2X6 WOOD STUD FRAMING - - HIGH DENSITY FIBERGLASS BATT 3/4" FLOG BOARD %'p SUBFLOOR - T 0 UNFINISHED FL 2X6 SOLF PLATE - - - — - - ELEV. 0'0" HIGH DENSITY FIBERGLASS BATT 2X'1 JOIST CONCRETE ANCHOR BOLT - 2X6 PRESSURE TREATED SOLE PLATE - -- - - - Y4" GYPSUM BOARD - - en Ell G l'RAD � B ILD N ELEV- 11,_11" VENT TROUGH ROOF�' Pa (N)TO STACK VENT (N)WC (N)DRIER (N)SINK (N)WASHING MACHINE (N)SINK 0 + 20 (N)TUB C_2�__ 7_T-- a Ni - GROUND FLOOR GROUND ROIOM 2X4 FURRING ® i6" - GROUNDFLOOR-NEW BATHROOM _ - -�{-� L- - " - �/�;' GYPSUM BOARD - --TO 2110 10' CONCRETE RETAINING WALL W/ #4 REBARS (N)3"0 ONLINE (N)3"0 C.V. LINE X" FLOOR BOARD %B" SUB FLOORING -- _' CLEANOUT 2X4 FURRING ® 16" 0 C. - -or-- (N)4"0 C.V. LINE J .h T.0 BASEMENT SLAB ELEV. 9'-0" SEALANT - 1- - GRAVEL FILL - FILTER FABRIC - 4"0 MIN. PERFORATED DRAINAGE PIPE _�_'_"_•_I _'_'_" T-8" X V-0" CONCRETE FOOTING - - _----- - VVI #4 R EGARS CONECT TO EXISTINGCV. LINE 14 CLEANOUT M BASEMENT - - k N N LU N W SECTION 02 PLUMBING RISER DIAGRAM O 1 WALL y4=LL Nxs. O H U ELECTRICAL LEGEND IQ WALL MOUNTED LIGHT FIXTURE - RECESSED LIGHT FIXTURE SURFACE MOUNTED LIGHT FIXTURE N ® UNDER CABINET INCANDESCENT B - - -- STRIP LIGHT ( OUTDOOR LANDSCAPE UP-LIGHT N $ SWITCH (N)MASTER % DIMMER SWITCH __ BEDROOM - 3 3-WAY SWITCH U LT B _ $,OOR DOOR OPERATED SWITCH f E SER DUPLEX OUTLET �nI I 1 -- SWITCHED DUPLEX RECEPTICAL 01 O1 OUTLET, ONE SIDE ONLY 211 A21 IQG.FI GROUNDED FAULT RECEPTICAL OUTLET C QUADRUPLEX OUTLET IQ TELEPHONE II DATA . 3 O TELEVISION cFI (E)LAUNDRY N BASEMENT EXHAUST F AN I AUDIO SPEAKER I PFA R C �(������� IN SOFFIT ELECTRONIC SCREEN T "r,.aEE WITH REQUIRED OUTLET GFI o (N)MA R (N) BATH_ u ROOM Cl � I NOTE. ALL CABINET OUTLETS TO N BE MOUNTED 18" ABOVE FINISHED FLOOR. SWITCHES 9 42" ABOVE OF FINISH FLOOR UNLESS OTHERWISE NOTED. EXISTING OUTLETS AND E T.v — SWITCHES TO REMAIN. - ROOM (N)WOOD WOOD O— DECK M - --- --ILS- - -- T 1 - - - 3 --- - --- - (E)BATHROOM (E) DINING 1! ROOM 11. (E) (E)BEDROOM LIVING ROOM ' 02 (E)CRAWL 20 SPACE 1 I I I _ (E)CLOSET (E)BEDROOM I I E BATHROOM 02 201 4 (E)KITCHEN II II I - ----- ---- - - -----I '-- - LI (E)ENTRY (E)CL. �_------- - - .F---- (E)CL. L -- - -- -_-- -- - -- --- _ - - - (E)BEDROOM M I 1 ¢�N]1 H I i p y F W 02 BASEMENT ELECTRICAL PLAN Q 1 GROUND FLOOR ELECTRICAL PLAN111 El _ � D1 o zo1 -- U (2) SIMPSON HD10A (2) SIMPSON HD10A INSTALLATION NOTES: - ALL HOLDOWNS USE 3f" STUD MACHINE BOLTS (HD6A - 2, H08A - 3, HD10A - 4) — - AND STEEL NYLON LOCKING NUTS EDWARDS RESIDENCE - FISHERS ISLAND - ALL ANCHOR BOLTS ARE 7/6" DIAMETER _ - FRAMING AT INSTALLATION LOCATIONS WILL BE DOUBLED AND NAILED 3" OC oo 0 w TABLE R301.2(1) - MACHINE BOLTS MUST HAVE 3" OF BEARING IN VERTICAL MEMBERS CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA - BOLT HOLES SHALL BE A MINIMUM OF a Y5s" i0 A MAXIMUM OF Y,6' LARGER THAN THE (N) w Ground Seismic SUBJECT TO DAMAGE FROM WinterIceshleld BOLT DIAMETER (PER 1997 NDS, SECTION 8.1.2.1) CL. i'- o Snow Wind Speed Design Frost Line Design Underlay Flood - STANDARD WASHERS ARE REQUIRED ON STUD BOLTS AGAINST WOOD NO WASHER IS O Load (MPH) Category Wsathenn Depth Termite DecayTemp Required? Hazard REQUIRED ON LOAD TRANSFER PLATE OF HOEDOWN Moderate Slightto - HOLDOWN WILL BE LOCATED FLUSH WITH BOTTOM PLATE, EXCEPT WHERE TWO 45 120 B Severe 36" to Heavy Moderate 11B Yes NIA HOEDOWNS OCCUR Egress Window -� WHERE TWO HOLDOWNS ARE INSTALLED ON THE SAME MEMBER, ONE HOLDOWN WILL BE 0Q DESIGN CRITERIA INSTALLED FLUSH WITH BOTTOM PLATE AND ONE WILL BE STAGGERED VERTICALLY ABOVE N)Master _ t�!! FIRST HOEDOWN 6ed�om _ - ANCHOR BOLT NUTS SHOULD BE FINGER-TIGHT PLUS Y5 TO Y2 TURN WITH A WRENCH, 1a1 WITH CONSIDERATION GIVEN TO POSSIBLE FUTURE WOOD SHRINKAGE, CARE SHOULD BE 227 Sq. Ft TAKEN NOT TO OVER-TORQUE THE NUT - STUD BOLTS SHOULD BE SNUGLY TIGHTENED (1997 NDS, SECTION 8.1 2 4) OGHOLDOWN INSTALLATION , SIMPSON H010A C (E)Laundry 49 Sq. Ft - -� (N)Master Elft, �J 76 Sq, Ft (N) LININ — CODE ANALYSIS: Nailing Schedule CAL. 3 USE/OCUPANCY: R3 (4 BEDROOM DETACHED SINGLE FAMILY) r HEIGHT AT RIDGE: 15' 1-3/4" - TOTAL, EXISTING d- ADDITION (FROM scrCM FIRE AREA 2185 SQ FT. ( ) Trial Description Fell up Number at Naaa Nod svnSpeciesRe TYPE OF CONSTRUCTION: TYPE 5 canp Pmm('rne•naued) 6-8e per caner SIMPSON HD10A DESIGN CRITERIA PRESCRIPTIVE Ceding Joel W Top pmW(Toe-mead) e-sd Perjona -i Ceiling Joel W Rnallel Rafter(Face.r,vilea) °-16a each lop FRAMING MATERIAL. DOUGLAS FIR #2 Ceding Joet Leos over Pointers(Facu-nodw) 8.15a each lop Collar Tie W Rune,(Faceauctiona-ed per l,e THIS BUILDING IS DESIGNED TO MEET ALL OF THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NEW Blocking to Raper(Tne-nailed) 3-ad Wadi end — YORK. THE WOOD FRAMED STRUCTURE HAS BEEN DESIGNED TO THE SPECIFICATIONS SET FORTH IN THE WOOD Rum Board to Fall.(Fad-added) 3-16a eaehena 0 (E)T.v. i FRAME CONSTRUCTION MANUAL (WFCM) HIGH WIND ADDITION FOR 120 MPH WIND SPEED CATEGORY. Trip Plain to Top Plate ut (Fac, ded) 3-I6d perfnot Top Plate,at htineehonn mase-nnaed) &I6d Jnras-ceehodc 104 Shut to S4ud(Face-nailed) s 16 24"­. 250 B Fl " EVERY SLEEPING ROOM IS TO HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING WITH A head drm Beadermade-idea) 2-16d I6"nut Meng edger q. _ SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FLOOR WITH A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE Tnp nr Tourist Pate to Shut ulad-ihw) 3-16d pd,2x4amd 5.164 2x6,tud FEET (MINIMUM 20" WIDTH AND 24" HEIGHT), pa' li 6d6u 2agottid Bottom Sm,to P late rel Banajnint LnA lost an'Bloddng(Face-naileJ) 3-16tl Ii,2) 'creat SMOKE ALARMS PROVIDED AS PER NFPA 72 - SECTION R 317.1. Bouin to true-„,,;Iw) 6-ga each hendHridgag W Imisl(Toe-nnaed) 3-ea ami dna LATERAL FRAMING AND SHEAR CONNECTIONS Blocking to Joist(Tse-muted) 3.go each end All lateral framing and shear connections for the roof assembly are to be made in accordance with table 3.1 Blocking to Sill or Yap Flate(Tae-naded) 5-16d each blackLed Ledger Stn WBim(Face-nailed) S.Idn ...l"met — — of the W F.C,M. This nailingschedule shown below is that schedule with all values included. g p SIMPSON HD10A Joial on Le dgeelo Beam(Tse-aailed) 5-6d perjmst Baud Joint s loin mi (Edd- lled) 5-16d psrjmist EH UPLIFT CONNECTIONS. Band JoBtW sin o,ToP emWtroereuea) 3-I'd P) per fact \ All roof to wall, wall to wall, and wall to foundation connections meet or exceed the requirements from table s 3B or 3.3 n the W.F.CN, Nadmgi Nnhemem,mc based nn wall sheathingled 1. Connectors specifications exceed the uplift load, lateral load, and shear load requirements specified in table "ai Moi Sd common nail,4"nn-anter atthIa panel dugs. r NAILING SCHEDULE Any connection, roof to wall, wall to wall, and wall to foundation, that is not made with an engineered OQ HOEDOWN LOCATIONS 3. 05 onnector, must be nailed in accordance with the nail schedule, �vJ I/4-I a AFTER/TOP PLATE CONNECTORS: 1-1/4" x 20GA STRAP Each rafter must be connected to the wall top plate with a Simpson ITS connector following the manufacturers specifications (see drawing 04). RIDGE STRAPS: Ridge straps shall be attached to each pair of opposing rafters. Ridge strop connections meet the requirements given in table 3.4 of the W F.0 M. SIMPSON HE SIMPSON H8 OVERTURNING RESISTANCE Holdowns are provided on each end of all shear walls In accordance with figure 2.2d of the W.EC.M. Specific hardware is shown in drawings 01 and 02 ROOF SHEATHING: In the 4' perimeter edge zone of all roof areas, 8d common nails will be spaced 6” O.C. at panel edges and ���I_�, 112" at intermediate supports in the panel field. In the interior zones, Bit common nails shall be spaced in the IF some manner: 6" spacing at panel edges and 12" spacing at intermediate supports. These patterns meet the requirements of the 120 mile per hour wind speeds on table 3 8 of the W F C.M. �6 1Lr�L l�I�JI Iun` WALL SHEATHING: MCI LJ� I Well sheathing attachment for all exterior walls and all interior sheer walls shall be 4" 0C at panel edges SIMPSON HD10A ����nJ .PIII. SIMPSON HD10A and 8" O.C. at intermediate supports in the panel. oito FLOOR JOIST BRIDGING. Bridging shall be installed in all floor framing systems between joists at 6 foot intervals FLOOR DIAPHRAGM BRACING CI _ 9 p p q perpendicular 9 VENTING VENTING GLAZING GLAZING ARTIFIC. MECH. L Blocking and connections shall be provided, at dock edges er endicular to floor froom members m the first L]� N two bays of framing, and shall be spaced at a maximum of 4' O.0 ROOM# SQ. FT. AREA PERCENT AREA PERCENT LIGHTING VENTING square ft, square ft. WOOD STUDS: 101 227 33.9 14.9% 74 32.6% YES NO All wood framing is Douglas fir #2. Exterior walls are 2x6 framed wells with 3/4" inch plywood. Interior walls, - - unless noted otherwise are framed with 2x4s At all corners, a minimum of three studs shall be used in all 102 76 6.7 8.8% 6.7 8.8% YES YES walls. 103 49 0 0% 0 0% YES N/A TOP RATES 104 250 27 10.8% 59.2 23.77 YES NO Double top plates shall be provided at the top of all interior and exterior load hearing walls. The double plates shall overlap at corners and at intersections with other exterior or interior load bearing walls 1204 1 General Every space Intended for human occupancy shall be provided with natural light by means of exteNor - glazedSectio openings in accordance with Section 1204 2 or ishan be to a public tl with y or t a y in accordance with Section 1204.3.Extador glared openings shall open directly onto a public way or onto a yard or court In eccokance PROTECTION AT OPENINGS with Section 1205. - Wood Structural panels with a minimum thickness of 7/16 12024.1 ventilation area required.The minimum operable area lathe numbers shall be 4 percent of the floor area th inch will be made for placement of all openings on the north exterior wall. These panels will be precut to being ventilated cover these glazed openings. The attachment will be 2-1/2" #6 screws, with 9" spacing at the perimeter. 12042 Naluralllght.The minimum net glazed amaidell not be less than 8 permomid the floorama of the room - x This screw and spacing is in accordance with Table 1609.1.4. served It 07 CODE ANALYSIS O A LIGHTING & VENTILATION CONNECTOR LOCATIONS Lq 4 021/4. - l a rn irrw�� pa f I) y-T SIMPSON He a SIMPSON TDICA 4C'1r— Ih SIMPSONCONNECTORS Q i. F,)' O1 1 No seal. Ne Hvnaene re era HoIN hold...