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HomeMy WebLinkAbout37674-Z g11ffatI Town of Southold Annex 1/4/2013 �o`p cDGy' P.O.Box 1179 c 54375 Main Road oy • J Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36101 Date: 1/4/2013 THIS CERTIFIES that the building POOL HOUSE/CABANA Location of Property: 12340 MAIN ROAD EAST MARION, SCTM#: 473889 Sec/Block/Lot: 31.-14-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/26/2010 pursuant to which Building Permit No. 37674• dated 12/10/2012 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: accessory poolhouse with outdoor shower and pergola as applied for. The certificate is issued to Richard McKinney&Cynthia Power (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-06-0049 11/20/09 ELECTRICAL CERTIFICATE NO. 115741C 12/7/7 PLUMBERS CERTIFICATION DATED 5/15/07 Peter Vict is ho ' ed Si ature g�FF04 Town of Southold Annex 1/4/2013 P.O.Box 1179 a ' 54375 Main Road co o Southold,New York 11971 y�iol �Ap r CERTIFICATE OF OCCUPANCY No: 36102 Date: 1/4/2013 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 12340 MAIN ROAD EAST MARION, SCTM#: 473889 Sec/Block/Lot: 31.44-6 Subdivision: Filed Map No. Lot No. conforms substantially to-the Application for Building Permit heretofore filed in this officed dated 1/26/2010 pursuant to which Building Permit No. 37674 dated 12/10/2012 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: accessory in ground swimming pool with hot tub fenced to code as applied for. The certificate is issued to Richard McKinney&Cynthia Power (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 115741C 12/7/7 PLUMBERS CERTIFICATION DATED oriz Si ture �SaFFnt,�c TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37674 Date: 12/10/2012 Permission is hereby granted to: RICHARD MCKINNEY & CYNTHIA POWER 44 WEST 77TH ST APT 8E NEW YORK, NY 11024-5150 To: CONSTRUCTION OF AN ACCY POOLHOUSE,INGROUND SWIMMING POOL& HOT TUB IN THE REQUIRED REAR YARD AS APPLIED FOR2 CO,S REQ. REPLACES EXP BP # 35317 At premises located at: 12340 MAIN ROAD EAST MARION SCTM # 473889 Sec/Block/Lot# 31.-14-6 Pursuant to application dated 1/26/2010 and approved by the Building Inspector. To expire on 6/10/2014. Fees: PERMIT RENEWAL $338.50 CO -ACCESSORY BUILDING $50.00 CO - SWIMMING POOL $50.00 1: $438.50 ding, I s 6 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. 32052 Z Date MAY 30, 2006 Permission is hereby granted to : RICHARD S MCKINNEY Cu "rj 44 WEST 77TH ST APT 8E NEW YORK,NY 11024 for CONSTRUCTION OF AN ACCESSORY POOLHOUSE, IN-GROUND SWIMMING POOL & HOT TUB IN THE REQUIRED REAR YARD AS APPLIED FOR. X\COS REQUIRED AT ONCE 6z at premises located at 12340 MAIN RD EAST MARION County Tax Map No. 473889 Section 031 Block 0014 Lot No. 006 pursuant to application dated MAY 4, 2006 and approved by the Building Inspector to expire on NOVEMBER 30, 2007 . Fee $ 676 .20 y u o iz d Signature ORIGINAL Rev. 5/8/02 7007 0710 0003 2873 0414 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) 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$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, 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 $15.00 Date. 1 Z - �� � Z J New Construction: Old or Pr.�-existing Building: (check one) ��nn .Location of Property: 12 3 Vb Moa,21 6ad &5at �j�q�i 1a4M House No. , A yin Street Hamlet ,l n Owner or Owners of Property: 1�. 0 rt C el ki/i Gy 1I— C. —n-TW/A PD V 2 Suffolk County Tax Map No 1000, Section / Block L/ Lot �p Subdivision / r 77 Filed Map. Lot: Permit No3 7W Date of Permit. `ly I Applicant: Health Dept.Approval: Underwriters.Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate:_/ (check one) Fee Submitted: Applicant Signa r'r:i�ii `r`:�i•:+:�- �i:=:�/ro�`iSo���n•.'�/y}:$�'r:•: r.4�i:•:•:� 5•:��:�'�i:%:� T.\'���r.•C u�:�:C r3•: �: 'i'.%: ,r•..:qa:� Fr,• :r..�?, •.s,cr,..;.-a Fr,•..-7 F.•..3 F:..s3�s;•.;?a Fr,..:f Fr,..sus,Fi,..;.,.Fr,..,r?.Ei...?a tFr..sy Fr,..r Fr,. fi,.;,r';a Fi...�>E�..•'d.ct,.. Er..:�.Fi..,:y ,•..•,. , •. 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(631)286-6642 ' }<' Issued To: Mr. Richard McKinney ,! ,•. ~}� Street: 12340 Main Road (All View) ' , ^ = Village: East Marion Zip: 11939 Town: Southold r •.'p`=. Section: Block: Lot: Contractor: Ice Electric (L) Lic. # 4586-E --�--,w Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects X❑ Pool 91 1st Floor X❑ Indoor ❑ Basement ❑ Hot Tub %y =_ © Residential ❑ Det.Garage © Attic ❑ 2nd Floor X❑ Outdoor ❑ Addition ❑ Survey . Switches Receptacles Fixtures GFl Heaters A/C Fans f 19 19 32 6 1 � •:✓'- Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves ;g Furnace Oil Gas Circulators Smoke Detector Bell Transformer r% 1 X 2 � Meter Amps Phase UG/OH Jacuzzi Television CO Detector 7 _ Bldg. Permit. Other Equipment Pool & Pool House/2-Pool Lights/2-20 amp Spec. Outlets/ 1-15 amp Blower Disc./ 1-Raintight Subpanel 50 amp/ 1-30 amp A/C Hugo S. S rdi Disc./ 1-30 amp Steam Mister Disc./ 1-15 amp President it Handler Disc./ 1-150 amp Panel � = Rough Inspection: 04/25/2007 Inspector: John McMahon III Final Inspection:p 12/05/2007 _ ,, ✓� Inspector John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. 4--��y }}' �..,. 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BOX 728 C_( 'j__ 'TOWN IIALL I F SOUT110L1),N.Y. 11971 �EB 4f `, U E C E- R T I I' I C A T I O N Date Building Permit No. Owner (please print.) i'i.uml>er G/any (i rG lax'-1 (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (plumber's signature) Sworn to before me this --5-5-7--day of n- --- Notary Public S"���o� Notary Public, - County �No 01LAWAIM New 11 ro Su(lbfl� sD�� SOUI'yo • �o o�ycou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 9 ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INS LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: s / �' ✓ c/ '7 � -i v c- bile t DATE k zo INSPECTOR �O Awn COUM`l, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION '- ' [ ] FOUNDA -ION I ST [ ] ROUGH PLSG. [ IF DATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRI L (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR qf so G—cclu TOWN OF SOUTHOLD BUILDIN DEPT. 765-1802 INSPECTION [ ] FOUNDATION I ST [ ] ROUG BG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING/STRAPPING [` FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC* (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: z-� hd t r d 3 DATE INSPECTOR e TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTION [ ] FOUNDATION i ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] IN N [ ] FRAMING/STRAPPING [ FINA �- [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:-, Itiz- IJ DATE Y y INSPECTOR OF SOUTy�� courm,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION .' ' [ ] FOUNDATION 9 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING P<FINAL [ ] FIREPLACE & CHIMNEY . [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: VAX:: N DATE l� ��l ✓ I� INSPECTOR ✓'� /`" } OF SOUryo� cou TOWN OF SOUTHOLD BUILDING DEPT. . 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] RO SOH PLRG. [ ] FOUNDATION 2ND [nFl [ ] FRAMING/STRAPPING [ LFIREPLACE A CHIMNEY [ INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)` REMARKS: Ln c . . DATE �� �' INSPECTOR Of S0(/j�o ��ycOUNi`I,N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 UL [ ] FRAMING/STRAPPING [ FIN [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH ,,,LIELECTRICAL (FINAL) REMARKS: J DATE INSPECTOR / 1 MarkK. Schwartz, ALtect, FLLC a w�M�.m• P.O.Box 933 Phone:(631)734-4185 ®a r®s a• Cutchogue,New York 11935 Fax:(631)734-2110 A` (gust 28,2007 Southold Town Building Department Main Road Southold,New York 11971 Re: McKinney Pool House 12340 Main Road (Route 25) East Marion,New York SCTM#1000-31-14-06 Permit#32052 To Whom This May Concern: I have been on site the aforementioned site during the construction phase to inspect framing, rough plumbing, pressure test for the new piping, pvc waste and vent pipes and insulation work. The framing, rough plumbing and the insulation installation, to the best of my knowledge, have been completed as per plans and the work meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, - " 1� b� Mark F bL0,1 DEPT. T -\ N—Q-F_S^,'THOLD McKinneyPoolHouseBuildingInspectCert FIELD INSPECTION REPORT DATE COMMENTS d ro FOUNDATION(1ST) j -------------------------------------- FOUNDATION (2ND) , z y ROUGH FRAMING& '� y PLUMBING d INSULATION PER N.Y. y STATE ENERGY CODE ! /�t0 r 00, cA oe ..� { � J FINAL �- -- 4 t ADDITIONAL COMMENTS (1. i O. 1p � ro I t- ' x o T TOWN OF Si UTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING Dr PAI&MENT Do you have or need the following,before applying? TOWN HALL Board of Health X SOUTHOLD,NY 11971 4 sets of Building Plans X TEL: (631) 765-1802 Planning Board approval N/A FAX: (631) 765-9502 3 '� Survey X www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C.X Trustees Examined ,20 Contact: Approved Sa ,20 Mail to: Charles R. Cuddy, Esq. Disapproved a/c !5— P.O. Box 1547, Riverhead, NY Phone: 369-8200 11901 Expiration ,20 Bu I spy for Mai aa__APP�ICATION FOR BUILDING PERMIT Date may 1 , 20 06 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 n ,if a c oration) P.O. Box 1547, Riverhead, NY 11901 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Agent for owner Name of owner of premises Richard S. McKinney and Cynthia M. Power (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer N/A (Name and title of corporate officer) Builders License No. Plumbers License No. N/A Electricians License No. Other Trade's License No. N/A 1. Location of land on which proposed work will be done: 12340 Main Road (NYS Route 25) East Marion House Number Street Hamlet County Tax Map No. 1000 Section 31 Block 14 3�''` Lot i e'&,- Subdivision n Filed Map No. . _ ' Lot •> (Name) . ; l 2. State existing use and occupancy of premises and intended use and occupancy of proposed codstruion: a. Existing use and occupancy residential b. Intended use and occupancy residential 3. Nature of work(check which applicable):New Building___! Addition Alteration Repair Removal Demolition Other Work swimming pool (25'x40') (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units N/A Number of dwelling units on each floor If garage, number of cars N'/A. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A: 7. Dimensions of existing structures, if any: Front 30 Rear 39T3 Depth 22.2, Height 20.5' Number of Stories 1 .5 Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height 17.4" Number of Stories one story -1514 sq.ft. 9. Size of lot: Front 254.05' Rear—Au.86;1 Depth 538,82' (east) 854.42 (west) 10. Date of Purchase Name of Former Owner Ronald T. Ryznff and Rarhara A- MnrriiQ 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO x 13. Will lot be re-graded? YES x NO Will excess fill be removed from premises? YES NO x C.P0 r . E t Ma on, NY 14.Names of Owner of premises R. McKinney & Acress 12340 Maid Rdr,.c__ honeo. Name of Architect Mark Schwartz Address P.O. Box 933, Cutcigrlo 734-4185 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 x NO copy of NYS DEG .Tidal * IF YES, D.E.C. PERMITS MAY BE REQUIRED. Tidal Wetlands Letter of Non- Jurisdiction 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 %uf_L0Uj Charles R. Cuddy being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (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 April 20 0h �'Y1 Sl- Notary Public Signature o Applicant VWONA KODYM Notary Public,State of New York No. 01 K06088386 Qualified in Suffolk County Commission Expires March 3, 2,07 New York State Department of Environmental Conservation Building 40 -SUNY,Stolty Brook,New York 11790-2356 Telephone(516)444-0365 Facsimile (516)444.0360 John P.Cahill sting Commissioner TTDAL WET.L =- LETTER OF NON-=IaDICTION Mr. Ronald Ryzoff May 19, 1997 991 Singleton Avenue Woodmere, NY 1159a Re : UPA# 1-4738-01463/00002 I Property- 12340 Main Road SCTM# 1000-31-14-06 East Marion (Orient Harbor) Dear Mr. Ryzoff: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: i The property landward of the topographic crest of the barik greater than 10 feet in elevation, as shown on the survey by John T. Metzger last revised on 4/30/97, is beyond Article 25 (Tidal Wetland) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (613YCRR Part 661) no permit is required under the Tidal Wetlands Act . Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken -to prevent any sedimentation or other alteration or disturbance to the ground surface .or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions' may include maintaining adequate work area between the tidal wetland jurisdictional boundary) and your project (i.e. a 15' tc 20 ' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits orlapprovals from other agencies. I Ve- truly yours, Pe it Administrator cc :BMHP �t)'�OA 5c41tQn�$ i I - i FORM NO. 3 NOTICE OF DISAPPROVAL i DATE: September 4, 2008 TO: Richard McKinney 12340 Main Road East Marion, NY 11939 Please take notice that your application to amend building permit 432052, received August14, 2008, for construction of an accessory pool house, amended to include an "as built" full bathroom lat Location of property: 12340 Main Road, East Marion, NY County Tax Map No. 1000 - Section 31 Block 14 Lot 6 I Is returned herewith and disapproved on the following grounds: The amendment for"as built" construction of a full bath in an accessory pool house is not pursuant to Article III, Section 280-12, which states, "In A-C, R-80, R-120 R-200 and R-400 Districts no building or premises shall be used 'and no building or part of a building shall be erected or altered which is arranged intended or designed to be used, in whole or in part, for any uses except the following:" "A. Permitted uses." "One-family detached dwellings, not to exceed one dwelling on each lot." The pool house now constitutes a second dwelling nit by design. C4Znature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file,Z.B.A. I I i . I I FORM NO. 3 I NOTICE OF DISAPPROVAL DATE: September 4, 2008 Revised: January 21, 2009 TO: Richard McKinney Update: October 6, 2009 12340 Main Road East Marion,NY 11939 i Please take notice that your application to amend building permit#32052, received August 4, 2008, for construction of an accessory pool house, amended to include an"as built" full bathroom at: Location of property: 12340 Main Road East Marion, NY County Tax Map No. 1000 - Section 31 Block 14 Lot 6 Is returned herewith and disapproved on the following grounds: The amended plans for the"as built" construction of a full bath in an accessory pool house is not allowed pursuant to Article III, Section 280-13(A)(1), which states " One family detached dwellings, not to exceed one dwelling on each lot." I The pool house now constitutes a second one family detached dwelling by design. Authorized Signature i i Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. I i FORM NO. 3 NOTICE OF DISAPPROVAL DATE: September 4, 2008 Revised: January 21, 2009 TO: Richard McKinney 12340 Main Road East Marion,NY 11939 Please take notice that your application to amend building permit#32052, received August 4, 2008, for construction of an accessory pool house, amended to include an"as built" full bathroom at: Location of property: 12340 Main Road East Marion, NY County Tax Map No. 1000 - Section 31 Block 14 Lot 6 Is returned herewith and disapproved on the following grounds: The amended plans for the"as built" construction of a full bath in an accessory pool house is not allowed pursuant to Article III, Section 280-13(A)(1), which states " One family detached dwellings, not to exceed one dwelling on each lot." The pool house now constitutes a second one family detached dwelling by design. w � Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. CHARLES R.CUDDY ATTORNEY AT LAW 445 GRIPPING AVENUE RIVERHEAD,NEW YORK Mailing Address: TEL: (631)369-8200 P.O.Box 1547 FAX: (631)369-9080 Riverhead,NY 11901 E-mail: charles.cuddy@verizon.net May 17, 2006 Southold Town Building Department P.O. Box 1179 Southold,NY 11971 Attn: Damon Rallis Re: Richard S. McKinney and Cynthia M. Power 12340 Main Road, East Marion SCTM#1000-31-14-6 Dear Mr. Rallis: In accordance with our telephone conversation,I have had prepared a new site plan showing the pool house is a distance of 20 feet from the side line. Enclosed are four(4) copies of the revised plan. Please advise what is necessary in order to issue a building permit. Please compute the filing fee for the pool house and swimming pool and we will promptly deliver a check in that amount. Thank you. Very truly yours, Charles R. Cuddy CRC:ik Enclosure SOUjyo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G • O Southold,New York 11971-0959 �o �y�DUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD January 13th, 2009 Richard McKinney Cynthia Power 44 West 77th Street Apt 8-E New York, N.Y. 11024 Re: 12340 Route 25 / Violation SCTM# 1000-31. -14-6 To Whom This May Concern: Your BUILDING PERMIT # 32052 for construction of a SWIMMING POOL. HOT TUB & POOL HOUSE has been referred to me because you have not responded to requests to obtain your Certificate of Occupancy as required by Southold Town code. Pursuant to 144-15A, of the Southold Town Code, "No building hereafter erected shall be used or occupied in whole or in part until a certificate of occupancy shall have been issued by the Building Inspector." Therefore, you have ten days from the receipt of this letter to submit a check made out to the Town of Southold in the amount of $676.20: to renew the building permit, or legal action will be taken against you. Should you have any questions, call the building department between the hours of 8:00 a.m. and 4:00 p.m. PLEASE SEE ENCLOSED DOCUMENT REGARDING SWIMMING POOL CODES. Respectfu urs, Z. vs Damon Rallis, Zoning Inspector Southold Building Department pF SO!/Ty�lo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G �Q Southold,New York 11971-0959 'O �y�4UNTV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD FIRST NOTICE October 21st, 2009 Richard McKinney Cynthia Power 44 West 77th Street Apt. 8-E New York, N.Y. 11024 RE: 12340 Main Road (Accy. Pool House In-Ground Swimming Pool/Hot Tub) SCTM: # 1000-31.44-6 To Whom It May Concern: Please be advised that your Building Permit # 32052 issued May 30th, 2006 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit please submit a fee of $ 676.20: at that time we can Schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT PLEASE SEE ENCLOSED DOCUMENT REGARDING SWIMMING POOL CODES Southold Town Building Department ��O�SUFfO(�'oy P.O.Box 1179 Permit#: 35317 3 54375 Main Road Southold,New York 11971 Permit Date: 1/26/2010 631 765-1802 Expiration Date: 7/26/2011 Parcel ID: 31.-14-6 BUILDING PERMIT RENEWAL LETTER Dated: 10/4/2012 Applicant: RICHARD MCKINNEY& CYNTHIA POWER Location: 12340 MAIN ROAD EAST MARION Work Description: IN GROUND POOL CONSTRUCTION OF AN ACCY POOLHOUSE,INGROUND SWIMMING POOL&HOT TUB IN THE REQUIRED REAR YARD AS APPLIED FOR2 CO,S REQ. REPLACES EXP BP# 32052 l Y A FEE OF4W 9 IRV QUIRED TO RENEW THIS BUILDING PERMIT. Owner: RICHARD MCKINNEY& CYNTHIA POWER Address: 44 WEST 77TH ST APT 8E NEW YORK,NY 11024-5150 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. �c THANK YOU, SOUTHOLD TOWN BUILDING DEPT. MAIN ROAD ( N. Y S. Rte. 25 J h 1-4 738 - 01463100001 S. 88.23'30' E. 170.23' N. 85°55'40" E- vf,/. 83.82 ' �+ ore p,o� --- Mon*SRF 48.81' �F � � 0.5•s `J 0 3 o -c� 07. 3 °D G / o r 7- n ? � SEPTIC SYSTEM MEASUREMENTS 'A. .B. - O ST 13' 26' LP. 1 20' 2 ' N LP.2 43 5 4 J C� T /` o 0. AREA = 4.5992 Acres = _ to tie line 7- - O wti se �y g` O $1 ••� CERTIFIED J"0= ,e•g +�, �'�;: / RICHARD S. McKINNEY CYNTHIA M. POWER 302' �C �•ii COMMONWEALTH LAND TITLE INSURANCE COMPANY Q B.9i o ✓� LEHMAN_BRO.THERS.BANK-FSB a C iT N f'O04 / / V� a/✓i i� a DIP SUR VET' OF _ � tV PROPERTY Z AT EAST WARION o rO WN OF SOUTHOLD SUFFOLK, CO mG _ ' 01 Q` 1000 - 31- 14 - 06 MC) Scale. 1 ��, Dec. 10,1996 e k June 3, 2004 JUNE 21, 2006 (prop. pool 8 pool hse.) SEPT. 28, 2006 l FND TN L O �? June /5, 2007 (Se&l Sys f e m) MARCH 29, 20/1 (FINAL; r o z r- ToP cn {i•O o 00 1,1 CC- CONTOUR LINES B ELEVATIONS ARE REFERENCE TO ¢ D eel. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW , EXCEPT AS PER SECTION 7209-SUBDIVISION Z ALL CERTIFICA�T/ONS � N.VA. :"LlC� N. �49618 HEREON ARE VALV FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ECONIC YOR,SU� PsG �?`s � WHOSE SIGNATURE APPEARS HEREON, (631) 765 5020 FA E (63l J 763 — 1797 ADDITIONAL'LY'-TO COMPLY WITH SAID LAW THE TERM 'ALTERED BY' P. 0. BOX 909 MUST BE-USED BY'ANY AND ALL SURVEYORS UTILIZING A COPY 1230 TRA VEL ER STREET OF ANOTHER S( VEYORS MAP. TERMS SUCH AS 'INSPECTED'AND SOUTHOLD? N.Y. 11971 'RROUGHT TO-DATE'ARE NOT IN COMPLIANCE WITH THE LAW. REVISIONS: 'E. 10 TOP OF\ \ , —r — BANK 451 r 111 A�/s5`9 _ `y�•r _ �_ ♦ \�,-_ `p gip_ N I \ II APPRO#HATE LOfAT10N T_:y�t � U � � III 1 �.•M GP EXISTING smncsrsTEn � el.:t;`-_-���j•� .� � m� `�°. III '®" �� C 1 All wE Y '� � O/ FOR POOL OVERpDW \ W 411T w1IHorTUe f wl1✓r mpLYG ' DRNEWAY\ [[--�� I I y •� P4IAOGAGNAIL BEE mN9iRUCIED `r \ i ERGO `/ FXL�'DNG MUST BE BAtl61LFU MB WO1 LLF15 \ \ AND SHALL BE mMpACTm TD /.� \ TREES 95%DENS[LY (�_✓f I a ROPOSED • \ POOL HOUSE N N N ` B GROpANETANK w/mNNECT10N9TD \ (,pPAGE DE BARN (POOL HECHANICILS AND POOLHW9E \ \ I VERIFY w/OWNER USED FOR DtRIWTION ONLY• a `I a� I � I TOP OF DEO(ap B'-0'ABOYE GRADE EDAN RODF PEAK®T1`ABOVE D2IX .�IH�..�. WRAGE ROOF PEAT(®14-e•ABOYE GRADE- ❑ 1�'1 ST.IWO GAL SEPiICTAN% EXISTING `_ _e.._.m.............a.._=,.........t.__....-_.__..-`____` _....._�._.....�,,..1)._,.,..�17 77 tt_--33__ (MTHINGAAGE/H4T11NPDOLHDUSE) Im `r NO ilcEs ID:B DIA%6'DEED LEApIRIG POOL EN PROPOSED 20ii _ ' ..�__ �.__� Y _- s ID P , ; ; t._ , eria _UTHOLD DRAWN: MH/MS SCALE: 1"=60' JOB April 22,2009 SHEET NUMBER: HibaTZsp a, -• G F P � s� P.-It., S-1 a J REVISIONS: 1\ to. 7011k,oy his -3 �Nx \ � " e is w INSTALL DRWELL n O �o �\ L c 4'x45'(IN DE DI ` INDMILLtM S o oo Pool w/•4{OT TUB w/1.8`COPING A 4 DRN�AY \ I f'p� 0p yo 6 /O / EXCAVATION WHERE PROPOSED f I noxnm / PATIOS SHALL BE CONSTRUCTED \ NI MUST BE BACKFILLED IN 8 INCH LIFTS ail j'o PERGO // EXISTING AND SHALL BE COMPACTED TO TREES 95%DENSITY W cn I\ i\ x u# C GRAADE AT iq.s' a � O pRpPOSED x POOL HOUSE O XISTING p(IS NG ISTIN GARAGE DEC BU(tIED PROPANE TANK w/CONNECTIONS TO O BARN I POOL MECHANICALS AND POOL HOUSEP. A I/5� VERIFY w/OWNER I W EXISTING WELL yp_ nil J IS USED FOR c N w— _W olf ml � ' IRRIGATION ONLY M Niz 17°36'10"854.42' I _ 0 a TOP OF DECK @ V-0"ABOVE GRADE BARN ROOF PEAK @ 7-4"ABOVE DECK GARAGE ROOF PEAK @ IT-8"ABOVE GRADE NQGHBOR'S GARAGE ST:1000 GAL.SEPTIC TANK EXISTING (BATH IN GARAGE/BATH IN POOL HOUSE) vi O N LP:8'DIA.X 6'DEEP LEACHING POOL F PROPOSED W PARTIAL SITE PLAN DRAWN: MH/MS SCALE: 1" = 30'-0' SCALE: 1"=30' ]DB it: April 22,2009 SHEET NUMBER: S-lb REVISIONS: Al�'/�s 76'�r,-. •TNM 59'-74A' 16-0° 4313V,' 8'-0' 0'-0° 11'•3A4' 6'fi45' 2S-SW° 0 OVL 2030(ABOVE) POOL W/ M3D9-DHP5646-TN3046 HOT TUB 1).WALL HEIGHT AT 9'-G.FRAMED WALL BULT ON 8•THICK BY B'HIGH V y 3.2X70 DFS2 HDR. CONCRETE WALL. 2-ZX6 z-2Xfi 2).EXTERIOR WALLS TO BE FRAMED WITH ZX6 OFD2 STUDS AT 16 D.C. POST POST $ 3).EXTERIOR SHEATHING TO BE 5/8'THICK FIR COX PLYWOOD. ,� z R h 4).DOUBLE UP G J ISTS AROUND STAIR B ACCESS OPENIN S.PROVIDE C7 O 6o qi BLOCKING I I JOISTS AT 8'-0'O.C.AND MIDSPAN. 5).PRO Ft2 HEADER5OVER ALL OPENINGS UNLESS OTH OTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JAG STUDS -' C /.(•'.•) OF OPMING.PROVIDE 3 JAOL STUDS ON EACH E IDE FOR POSTS TO BE SECURELY FASTENED IN CE WITH PLA AND BOLTS. SECURELY k \ I \ ♦\ / \♦\// ♦d 6 INTERIOR DROPPED HEADERS TO BE 2- STUD UNLESS OTHERWISE U1. ^� /^< C OTED.HEADERS TO BE SUPPORTED WITH 1 JACK OFOR O INGS C' / \`\//i \` /// \\\9 PATIO TYPE,SVE UP TO 4'-0°. N B STYLE PE0.OWNER h C♦ /^<�\ /i^`\\ ^`\` /%)^�\ 7).EXTERIOR WINDOWS AND DOORS TO BE_ ID UNITS WITH HIGH-PERFORMANCE WIDE DESOLR1LLEINWITH 3PACERBAR. INTERIOR TO BE PREFlMSHE)INTERIOR. HARDWARE,HECLUDI G HINGES, IS-1• "s ♦�\` \\♦// \\\/ )�(\\\/�)/` b, SHALL BE OIL RUBBED BRONZE. 8).INTERIOR DOORS SHALL BE SIMPSON ENCORE SERIES,MODEL o,8514.DOORS uj Tp �♦ // \\ // \\ \\ f/ ��•Ci. TO BE T HIGH AND 1-3/4'TMIX PROVIDE EMTIX BRAND BALL .. tee R.'t //♦�♦ /)^�\ i)�<\ .iv�\ /%\` AND HARDWARE(FINISH TO MATCH EXTERIOR DOORS/WIN S). V/ \\ 9).DOOR AND WINDOW STYLES,FlNIORTAND HARDWARE ARE BE VERIFIED - [ R S WITH OWNER AND ARCHITECT PRIOR TO ORDERING. W o 3 4 V/i ♦//i 10).ALL EXTERIOR OPENINGSTO.HAVE DESIGN-PRESSURE U WHERE ` 4 )i� ♦ APPLICABLE.PROVIDE DEBR[-PRDTEC110N PANELS WITH F tNG • wCF' 'lJ 4 fj \♦ fj // `♦ / HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING HBBG 12'X12'F.G.COLUMN - ALfl� Wl CAP+BASE ANCHORED TO 11).ALL MULLS,VERTICAL OR HORIZONTAL,ARE TO BE PROVIDED VEMn �) f H \V/i V 14'XI'4-CONCRETE PIER W/ 2-2X DFC2 STUD POSTS UNLESS OTHERWISE NOTED. \(\V P )/( \ z'IOxl'cons FIG.i .9 `\ //\\ / \�P (MI N.3'BELOW GRADE) 12).YE0.7FY'FLOOR FINISH/TYPE WITH OWNER `Vj A N UNDISTURBED SOIL J 1*211 \*`/ )/\\ )\♦ �' W/A5 RE-BAR(VERl 13).ALL WALLS AND CEILINGS TO BE PROVIDED WITH SIB'SHEET OCK a POST \$% / 2-2%fi POST \\Yr J ________) BATHROOM TO HAVE NGESTURE RESISTANTSHEETR00(. a/ ti a I O'HIG )\ O A% GILT. ,i,1' •J Q O FWG33.60611 W^' LL CLPO 3-1-3/4x9-1/2 ML HEADER +a V ABOVE O . I CEILING HT. �♦ ��� § /� \ '\� 30N54 BFSSUER 1 u RILL DOWN I BOAT STORAGE ryry STAIR j r� m5o :3 L ATER {8J TW3096 p TW3046 TW3O/6 ' ` Ln O HEATER 6h : ^ N , ADDITIONAL XOSE BIB ° - -' y„ � - i TO BE lK1CATID AT l 1 ,� _ •. � y Q ' ■77 YP re, $SS 7-7W' 14'-I1• l4'•11' IG-6Vi' jiy I,, .• - 4, TO BURIED PROPANE TANK (TANK TO ALSO BE USED FO0. II IfVn' POOL HEATER.) PLAN.)VERIFY wI OWNER ,••�•;•. PROJECT NORTH SHOWER DRAIN TO ��U L L �'-;� r :' ig'•i g t BE CONNECTED TO SCALE: 1/8H= 1'0 ,^;Jy..r:5:.• _ DRYWELL(1G AWAY FROM BUILDING) p C T 13 2011 DRAWN: MH!MS \I SCALE: 1/8'=1'-0° JOB#: October 13,2011 DEFT. AMENDMENT SHEET NUMBER: TOWN PI OF OF 50UTHOLD BP# 35317 A-2 REVISIONS THE THREE TYPICAL MINIMUM SEPTIC TANK AND LEACHING POOL TYPICAL LEACHING POOL SYSTEMS FOR A ONE TO FOUR BEDROOM RESIDENCE FINISHED .✓ .►/ _,v IV PRECAST 8' IDIA. GRADE V MIN., 2' MAX. �1\ CONCRETE COVER 4' MAX. L.P. CONCRETE CHIMNEY 12' 12'-6" 17'MIN. MINIMUM SEPTIC TANK CAPACITIES ®-. I�20" INLET � S.T. NUMBER OF BEDROOMS MINIMUM TANK CAPACITY(GALLONS) MINIMUM LIQUID SURFACE AREA(SQ.FT.) �_ 3'MIN. HIGH SEASONAL MIN. 4" [NA. APPROVED PIPIPE —TCHED GROUNDWATER 1,2,3 OR 4 1,000 27 SEPTIC TANK AND ONE POOL 0 PRECAST 8' IDIA. Z �j��/ ) ❑ ❑ ❑ I� � �� 5 OR 6 1,500 41 � ❑ ❑ ❑ I� YMDEYE v m MAX. 25' -6. M � � ate., -�.� X �" �'• y U 6, 66" I1'MIN.JJO / 3MIN. HIGH SEASONAL u m \ GROUNDWATER MINIMUM LEACHING SYSTEM DESIGN FOR t2' O SEPTIC TANK & _TWO POOLS B \� A FIVE TO SIX BEDROOM RESIDENCE > w y n PRECAST 8' IDIA. KEY: DEPTH OF GROUNDWATER MINIMUM LEACHING SYSTEM(400 SQ.FT.SIDEWALL AREA) LLJL.P. S.T. = SEPTIC TANK 3 MIN. LEACHING \�� ;�6" L.P_ = LEACHING POOL OVER 21 FEET 1 W POOL; 16' DEEP ' DIA. OR SYSTEM BELOW COLLAR SECTIONS Tf � D.B. = DISTRIBUTION BOX + 8 L.P. D.B. `\I L.P. 4, 4'-6" 9'MIN. MAX. 4 13 TO 21 FEET 2 POOLS; 8' DEEP, 8' DIA. OR SYSTEM BELOW �\ DEEP 3' MIN. O HIGH SEASONAL L 3' MIN. S T GROUNDWATER 11 TO 13 FEET 3 POOLS; 6' DEEP, 8' DIA. OR SYSTEM BELOW 6' MIN. PENETRATION SEPTIC TANK & THREE POOLS �J INTO A VIRGIN STRATA OF SAND AND GRAVEL O J \\ � HIGH SEASONAL GROUNDWATER J LESS THAN 11 FEET TO DESIGN ALTERNATIVE SYSTEM BACK FILL MATERIAL TO BE CLEAN SAND AND GRAVEL Ofl- }Q- W U TYPICAL RECTANGULAR SEPTIC TAN �K WLn MINIMUM LEACHING SYSTEM DESIGN FOR Cn r_ r________ __________� TYPICAL_ DISTRIBUTION B M X A ONE TO FOUR BEDROOM RESIDENCE O 1 i 1 DEPTH OF GROUNDWATER MINIMUM LEACHING SYSTEM(300 SQ.FT.SIDEWALL AREA) O r-- LOCKING CASTING /�,i i \\ TO GRADE I OVER 17 FEET 1 POOL; 12' DEEP 8' DIA. OR SYSTEM BELOW I � 1 I , - 1 \�a� - 1 nN4111 TO 17 FEET 2 POOLS; 6' DEEP, 8' DIA. OR SYSTEM BELOW 4' MAXIMUM L---I—L-------------------J L = 2w to aw 2" MIN. AB7VE j i 9 TO 11 FEET 3 POOLS; 4' DEEP, 8' DIA. 7UTLET INVERT 2 MIN. LESS THAN 9 FEET TO DESIGN ALTERNATIVE SYSTEM FINI$11ED GRADE LOCKING CASTING TO GRADE Z COVER TO GRADE z IF DROP 'T' IS USED ON INLET V MIN - 2' MAX [V 4' MAX 4CHIMNEY Q LOCATE DROP'T' ENDCAP TYPE L TOP 20" MIN 20" MIN °°+° ONDER SS LEVELING OPENINGENING FO FOR INLETNOTES. • MAINTENANCE. DEVICES W �� •° « MIN 4- DIA. VED 12" 10" A DISTRIBUTION BOX IS REQUIRED FOR ALL MULTIPLE POOL SYSTEMS UNLESS AN PIPE PIER FT �. 6" �� OUTLET/"•APPROP ALTERNATIVE DESIGN IS APPROVED BY THE HEALTH DEPARTMENT.FOR OTHER !° MIN. DIA APPROVED PI PIPE PITCHED 7/8"PER FT. DESIGNS INVOLVING MORE THAN 6 BEDROOMS,DEEP SYSTEMS(SEWER LINES .j.; . ". 16" MIN is, INLET GREATER THAN 4 FEET BELOW GRADE)OR LARGER DIAMETER POOLS CONTACT FL7V -I THE HEALTH DEPARTMENT. 4£ If BAFFLE BAFFLE REQUIRED ~�� r'��y ;•; 'P •..- *. 1F INLET PITCH x�1f� �Id f fir, DRAWN: MH/MS EXCEEDS 1/2' l'f A+ PER FDIT e' A. SCALE: 1" =40' JOB#: May 17,2006 SHEET NUMBER: 'See Section 5-109 for Actual Design Details101111 so e REVISIONS 122 FINISHED GRADE: 14.5' ` . � W V-0" MIN. BLDG a 1/4":V-0" PITCH - - T CLEAN 4 DIA.APPROVED PIPE 13.3' r, _ SAND COLLAR v :". 3.2' 8.0'- 1/8":1'-0" PITCH ° 4" DIA. APPROVED PIPE 13.1' (M B'SEPTIC TANK [11 0 E::] ® 6'-0" MIN. N (1,000 GAL.) DIE] 00 -------------- = 6' DEEP X 8' LEACHING POOLS = PROPOSED SEPTIC SYSTEM DETAIL (2 TOTAL, T-0" MIN. TO Ne u GROUND WATER N.T.S. NOTES: SEPTIC TANK NOTES: LEACHING POOLS SEWER LINE REQUIREMENTS w i 1). MINIMUM SEPTIC TANK CAPACITIES IS 1000 GALLONS. 1). MINIMUM LEACHING SYSTEM IS 3 POOLS; 4' DEEP, 8' DIA. NOTES: (I1 1). ALL SEWER LINES SHALL BE A MINIMUM OF FOUR INCHES IN DIAMETER. 2). CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi AT 2). LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE O 28 DAYS. (OR EQUAL). 2).THERE SHALL BE A LENGTH OF CAST-IRON SEWER LINE EXTENDING THROUGH THE FOUNDATION TO A POINT A MINIMUM OF TWO FEET BEYOND THE FOUNDATION WALL. 3). WALL THICKNESS SHALL BE A MINIMUM OF 3",A TOP THICKNESS OF 6"AND A 3). ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). Lu BOTTOM THICKNESS OF 4". ALL WALLS, BOTTOM AND TOP SHALL CONTAIN 3). THE SEWER LINE FROM THE BUILDING CAST-IRON PIPE TO THE SEPTIC TANK AND ---� REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 4). A MINIMUM DISTANCE BETWEEN LEACHING POOLS,AND WATER LINE SHALL BE TO THE LEACHING POOL(S)SHALL MEET OR EXCEED COMMERCIAL STANDARDS 0 MAINTAINED. CLASS 2400 SEWER PIPE,OR ASTM STANDARDS FOR PLASTIC SEWER PIPE WITH A O 4). ALL JOINTS SHALL BE SEALED SO THAT THE TANK I5 WATERTIGHT. MINIMUM SDR 35 RATING. 5). AN 8' MIN. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL 5).THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A BE MAINTAINED. 4). SLIP-RING CONNECTORS OF THE PROPER TYPE SHALL BE USED AT THE CAST-IRON C�'�) V MAX.TOLERANCE OF+/- 1/4")ON A MINIMUM 3"THICK BED OF COMPACTED JOINT. iLJ SAND OR PEA GRAVEL. W a Lu {� 5).THE SEWER LINE FROM THE BUILDING TO THE SEPTIC TANK SHALL HAVE A MINIMUM (n Lnn 6). A 10' MIN. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. DISTRIBUTION BOXED PITCH OF ONE-QUARTER INCH PER FOOT AND A CLEAN-OUT OR MANHOLE EVERY FIFTY(50) FEET. NOTES: CL 1).THE BASE AND WALLS OF THE DISTRIBUTION BOX;SHALL BE MONOLITHICALLY 6).THE SEWER LINE FROM THE SEPTIC TANK TO THE LEACHING POOL(S) SHALL HAVE A 0 CONSTRUCTED OF APPROVED REINFORCED CONCREETE, FIBERGLASS, OR PLASTIC MINIMUM PITCH OF ONE-EIGHT INCH PER FOOT. FINAL GRADING AND BACKFILLING AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS IN NOTES: ADDITION TO THESE REQUIREMENTS. 7). SEWER LINE TRENCH(ES)SHALL BE FIRMLY TAMPERED. ALL BACKFILL SHALL BE FIRMLY 1). FINAL INSPECTION: TAMPERED BY HAND ABOUT THE PIPE. THE PIPE(S) SHALL BE SECURELY CEMENTED AT AT THE TIME OF COMPLETION,THE SYSTEM SHALL BE LEFT VISIBLE FOR INSPECTION. 2).ALL OUTLETS FROM THE DISTRIBUTION BOX SHALL BE AT THE SAME LEVEL TO THE POINT OF ENTRY INTO THE SEPTIC TANK AND LEACHING POOL(S). PRIOR TO INSPECTION,THE BOTTOM OF THE PIPE TRENCH SHALL BE BACKFILLED INSURE THE EVEN DISTRIBUTION FLOW. WITH GRANULAR MATERIAL AND STABILIZED TO PROVIDE A FIRM BEDDING.THE 8).THERE SHALL BE NO BENDS IN THE SEWER LINES TO THE SEPTIC TANK. IF BENDS ARE 3).TO MINIMIZE FROST ACTION AND REDUCE THE POSSIBILITY OF MOVEMENT ONCE UNAVOIDABLE,THEN, FOR BENDS WITHIN THE FIRST TEN FEET FROM THE HOUSE PROPERTY LINES SHALL BE STAKED IN ORDER TO ASCERTAIN THAT THE SYSTEM INSTALLED, DISTRIBUTION BOXES MUST BE SET OPV A BED OF SAND OR PEA FOUNDATION,THE SEWER LINE SHALL BE CONSTRUCTED OF CAST-IRON FROM THE IS LOCATED ON THE PROPERTY IN ACCORDANCE WITH THESE STANDARDS. GRAVEL AT LEAST 12 INCHES THICK. HOUSE FOUNDATION UP TO AND INCLUDING THE BEND. LONG SWEEP ELBOWS SHALL V) 2). BACKFILL AND GRADING: BE USED AND BENDS SHALL NOT EXCEED FOURTY-FIVE (45) DEGREES AS MEASURED THE COMPLETED SYSTEM SHALL BE BACKFILLED AND COVERED WITH SUITABLE SOIL 4).THE DROP BETWEEN INLET AND OUTLET INVERTS SHALL BE AT LEAST TWO INCHES. ALONG THE AXIS OF THE STARTING PIPE. FOR BENDS FURTHER THAN TEN FEET FROM 0 A BAFFLE IS REQUIRED AT THE INLET SIDE OF THE: BOX WHEN THE PITCH OF THE THE HOUSE FOUNDATION AN APPROVED MANHOLE COVER OR CLEAN-OUT SHALL FOLLOWING APPROVAL TO DO SO BY THE DEPARTMENT OF HEALTH.THE PROPERTY SHALL BE GRADED SO AS TO MINIMIZE SURFACE DRAINAGE INTO THE SYSTEM. A PIPE FROM THE SEPTIC TANK TO THE BOX EXCEEDS ONE-HALF INCH PER FOOT. BE INSTALLED. Z MAXIMUM FIVE PERCENT SLOPE SHALL BE MAINTAINED FOR A MINIMUM OF TWENTY 5).THE DISTRIBUTION BOX SHALL HAVE A MINIMUM IINSIDE DIAMETER OF FOUR FEET. 9). ALL SEWER LINES SHALL BE STRAIGHT. WHEN SECTIONS OF PIPES ARE USED,THEY N O (20) FEET HORIZONTALLY FROM THE NEAREST EDGE OF THE LEACHING POOLS) SHALL BE OF THE SAME MATERIAL AND CONNECTED WITH COUPLINGS OF THE SAME C BEFORE TAPERING OFF TO PREVENT SEEPAGE OF THE LEACHATE THROUGH THE TOE v Q OR EDGE OF THE SLOPE. STEEP GRADES FURTHER THAN TWENTY(20)FEET FROM THE 6). DISTRIBUTION BOXES WITH BOTTOMS MORE THAN FOUR FEET IN DEPTH FROM MATERIAL.THE COUPLINGS SHALL BE SECURELY INSTALLED AND WATERTIGHT. LEACHING POOL(S)SHALL BE STABILIZED PURSUANT TO CODES. FINISHED GRADE ARE NOT PERMITTED. DIRECTIONAL CHANGES THROUGH THE USE OF APPURTENANCES MAY BE PERMITTED ■- IF ABSOLUTELY NECESSARY. Ln 3). RETAINING WALLS: 7).THE DISTRIBUTION BOX SHALL BE PROVIDED WITH TWENTY-FOUR(24) INCH V w IN CASES WHERE A MAXIMUM FIVE PERCENT SLOPE CANNOT BE MAINTAINED,THE DIAMETER, LOCKING, WATERTIGHT AND INSECT-PROOF CAST-IRON COVER 10). WHEN USING MORE THAN ONE TYPICAL LEACHING POOL,ALL SEWER LINES FROM UTILIZATION OF RETAINING,OR OTHER MEANS, MAY BE APPROVED. IN SUCH CASES, TO GRADE. THE DISTRIBUTION BOX TO THE POOLS SHALL BE SET IN THE DISTRIBUTION BOX THE RETAINING WALLS, OR OTHER MEANS SHALL BE REVIEWED BY ARCHITECT. AT THE SAME ELEVATION. N � �� �. r �.� DRAWN: MH/MS SCALE: 1" =40' •� ' °' ' "-" . JOB#: yi r May 17,2006 3 a SHEET NUMBER: `R S =2 REVISIONS BLDG.DEPT. 05/12/06 REVIEW SET 07/20/06 REVISED SITE 06/03/06 REVISED SITE 08/16/06 NOTE: PROVIDE POOL AND HOT TUB WITH A SAFETY COVER WHICH COMPLIES WITH ASTM F 1346,AS LISTED IN SECTION AG107. IF COVER IS NOT TO BE USED PROVIDE BARRIER PROTECTION REQUIREMENTS AS PER SECT,AG105 N.Y.S.RESIDENTIAL CODE: 1).TOP OF FENCING TO BE 48"(MIN.)ABOVE GRADE. 2).FENCE MESHING SHALL NOT ALLOW PASSAGE OF A 4"DIA. ®"• """ SPHERE. •'u.:b.e4.:anr' 3).ACCESS GATES SHALL COMPLY WITH SECT. 105.2. 4).GATE TO BE SELF-CLOSING&SELF LATCHING 5). DOORS ACCESSABLE TO DECK TO BE SELF-CLOSING& TOP OF\ SELF-LATCHING. 0 0" r 63-19'�.- U a 110 m N G r \ , e APPROXIMATE LOCATION O oq tH �\ � , � # OF EXISTING SEPTIC SYSTEM � `; � ` � v Ln , Q o %/ _N \ v W DECK / sog OUSTING O WELL / •" ,pro: ' t �� . . _\ � �ruM�• . \ (OD z CL LL! INSTALL ORWELL ' ^ `�'f �� I \ _ / ', ••?_./ FOR POOL OVERFLOW , v , vv\ C.v•��f�{ j <_ 4'x4S'(INSIDE DI ,, / O MO I L �') \. POOL w/HOT TUB w/18"COPING DRl r /" EXCAVATION WHERE PROPOS 9 a ~• !• .. j �.. \ PATIOS SHALL BkONSTRU V, I L.P. �8 8 ' �\ PER MUST BE BA LL4E CO P 9 INC CTED URytir, EXISTING o AND SHALL E COMPACTED TO � DENs TREES CONINECT NEW r -. J _ \a; \\\\\ \\\.. _.\\• ''^`` 9 WATElR UNL FROM MaI4 SE 1\ 'EX/%GARAGE/ DECK. _ _�,� BURIED PROPANE TANK w)CONNECTIONS RN g9 RO - //�, T \ _, _:-....... .... POOL MECVERI wJ OWNER HDUSE / \ \ / \EXISTING WELL (.1.. U;CD FOR IRIRIGJ10N ONLY♦ M ti NI NI? 1 / \ 72123'50"854.42' \ TOP OF DECK @+8'-0"ABOVE GRADE / - \ / O BARN ROOF PEAK @ 74'ABOVE DECK / \ GARAGE ROOF PEAK 0 19'-B"ABOVE GRADE ra�oieons / z SITEPLANLn SUFFOLK COUNTY[3EPARTM-aNT OF HEALTH SERVICES Q PERM?FOR APPROVAL OF CONSTRUCTION FOR A �� ST:1000 CAL SEPTICTANK // EXISTING 11 1 I \\ (BATH IN GARAGE/BATH IN POOL HOUSE) / �A sms�E ,. ,�h, �,.,,:. „f MD 't C SCALE: 1 = 40 -0 � Cam"" •+.:.4d fs 1 y 1 I�� /v s c \ � LP:8'DIAL X 6'DEEP LEACHING POOL PROPOSED �r V W [)ATE c23 H.S. F.NO. 1 1 I--00 �L EXISTING: PROPOSED: APPROVED � HOUSE: 1990 SQ. FT. POOL HOUSE: 1514 SQ•FT. DOTAL Mmirmm B'=Ci7'�J(1���i CAR PORT:480 SQ.FT. PERGOLA: 160 SQ.Flf. ' ' — — — — %' c,\�+?I� ►?rye s- EXPt►4+.�S ThIF;r.E YEP,nS FROPJf CATE Or t,RPFZOVF,L PATIOS: 1268 SQ.FT. � •�x� w.+� � POOL&HOT TUB: 12172 SQ.FT. WIND MILL•72 SQ.FT. ` ^, �'•s DRAWN: MH/MS SCALE: 1"=40' LOT COVERAGE:3.970/o r x' '` JOB#' GARAGE:673 SQ. FT. PROPERTY:200342 SQ.FT. August 16,2006 SHEET NUMBER: DECK:326 SQ. FT. EXISTING:5002 SQ!.FT. r PROPOSED:2946 SQ,FT. BARN: 193 SQ.FT. SCTM 'tt 1000-31-14-06 REVISIONS HEALTH DEPT. 05/17/06 NOTE: PROVIDE POOL AND HOT TUB WITH A SAFETY COVER WHICH COMPLIES WITH ASTM F 1346,AS LISTED IN SECTION AG107. 7 IF COVER IS NOT TO BE USED PROVIDE BARRIER PROTECTION REQUIREMENTS AS PER SECT.AG105 N.Y.S.RESIDENTIAL CODE: 1).TOP OF FENCING TO BE 48"(MIN.)ABOVE GRADE. 2). FENCE MESHING SHALL NOT ALLOW PASSAGE OF A 4"DIA. • """ •'� SPHERE. 3).ACCESS GATES SHALL COMPLY WITH SECT. 105.2. 4).GATE TO BE SELF-CLOSING&SELF LATCHING 5). DOORS ACCESSABLE TO DECK TO BE SELF-CLOSING& �— TOP OF\ SELF-LATCHING. o BANK r\ CL. Vk Lu U V ` t i /\ E EXISTING O o !s d� `/ \ �p Op \ Lu U) uj N / N I ® OB Q a WINDMILL \ W I DRIVEVIAY � T I L.P. L.P. o PERGOLA \\\ j • EXISTING TREES , \PR POSEDHO E\\\\ i \/ / \i' //%/ POOL \U5 \\ ! Xi5T1NG �\\.\�NG, 1 I 1 �EXISn N �i GARAGE c DECK, Brn If N EXISTING.- N ml pii f WELL iD ^ — — — — — — — — T 17 36'iD"854.42' \ TOP OF DLCK W-B"ABOVE GRADE Ln \ BARN ROOF PEAK @ 74'ABOVE DECK / O \ GARAGE ROOF PEAK @ 19'-B"ABOVE GRADE / a ' Z SITE PLAN\\ -0z \ 57:1000 GAL.SEPTIC TANK / /%% /�/ (Q Q SCALE: 1 = 4� -0 \` \% EXISTING � < 11 1 1 (BATH IN GARAGE/BATH IN POOL HOUSE) � G \ LP:ti'DIA X 6'DEEP LEACHING POOL \ U) \ \ �\ PROPOSED () q w \ \\\\ c N i _ — toINN Q � C'►A DRAWN: MH/MS r SCALE: 1" =40' JOB#: T Cly-i:r.�� •` f p}; May 31,2006 SHEET NUMBER: REVISIONS BLDG.DEPT. 05/12/06 REVIEW SET 07/20/06 REVISED SITE 08/03/06 REVISED SITE 08/16/06 NOTE: PROVIDE POOL AND HOT TUB WITH A SAFETY COVER WHICH COMPLIES WITH ASTM F 1346,AS LISTED IN SECTION AG107. r IF COVER IS NOT TO BE USED PROVIDE BARRIER PROTECTION REQUIREMENTS AS PER SECT.AG105 N.Y.S.RESIDENTIAL CODE: �r 1).TOP OF FENCING TO BE 48"(MIN.)ABOVE GRADE. 2).FENCE MESHING SHALL NOT ALLOW PASSAGE OF A 4"DIA. M I. SPHERE. 3).ACCESS GATES SHALL COMPLY WITH SECT.105.2. —.� 4).GATE TO BE SELF-CLOSING&SELF LATCHING f� t 5).DOORS ACCESSABLE TO DECK TO BE SELF-CLOSING& TOP OF\ \ SELF-LATCHING. o � BAN K-y , ` \ U , _ `✓ , A APPROXIMATE LOCATION 0 `� , � {�EXISTING SEPTIC SYSTEM \ � I:,+ � •� 15�NGPP�4 t \ O o ' DECK kk O EXIWELL STING CL 4 �? w 0DI , U) INSTALLDRWELL WL0 o 4'X45 '! O ••1 RNDMILL� P o �• vo, ) P(DLiB"wFj T TUB wJ CAPING t'! „ a o EXCAVATION WHERE PROPOSED \ PATIOS SHALL BE CONSTRUCTED \MUST BE BAChfILLED IN 8 INCH LIFTS \ -- + PERG AND 5 TO + / � EXISTING HALL BE COMPACTED TREES 95%DENSITY a \ CONINER NEW �� `�\ \� \ ''•t;sa„\ t WATER!LINE FROM s / - ; 00pOSEd MAUN POOL HOUSE\\ /STING/ �L1STING N �. \\� \\\`\� � \ pRAGE D� 6UR31 D PROPANE TANK wJ{ONNECIIONS TO / ......... "'-""�. ,PQOL MECHANtCALS ANO PDOL HouSE \ + VERIFY w(OWNER E9fLtiTING WELL USED FOR IRRUGATION ONLY• in rv� 17°36'10�854.42' TOP OF DECK @)8'-0°ABOVE GRADE BARN ROOF PEAK 0 74-ABOVE DECK O GARAGE ROOF PEAK @)19'-8`ABOVE GRADE r e•axs T z SITE PLAN Q) Ln 0 SF:1000 GAL.SEPTIC TANK Hwy EXISTING SCALE• 1" 1 O'�O' {NTH GARAGE/BATH IN POOL HOUSE) / LP:8'DIA.X 6'DEEP LEACHING POOL PROPOSED w EXISTING: PROPOSED: \ HOUSE: 1990 SQ.FT. POOL HOUSE: 1514 S;Q.FT. 'CAR PORT:480 SQ.FT. PERGOLA: 160 SQ.F1f. PATIOS: 1268 SQ.FT. POOL&HOT TUB: 12172 SQ.FT. � f* apt i d WIND MILL:72 SQ.FT. M. ;a DRAWN: MH/MS 9� SCALE: 1" 40' LOT COVERAGE:3.97 0/6 <� ,> b '' :.' JOB#' ,. "Nr' GARAGE:673 SQ.FT. Tr ',' February 06,2008 PROPERTY:200342 SQ.FT. '"'�.,".•::' �=' ,`".�•:':." SHEET NUMBER: DECK:326 5Q.FT. EXISTING:5002 SQ.FT. PROPOSED:2945 SQ.Fr. BARN:193SQ.FT. SCTM � 1000-31'14—CIO m 114 CERTIFICATION OF NAILING & CONNECTIONS omc , REQUIRED. , REVISIONS UNDERWRITERS CERTIFICATE rLOOD ZONE �'_.�-..- REQUIRED COMPLY WITH ALL CODES OF COMPLY WITH CHAPTER"46" NEW YORK STATE & TOWN CODES FLOOD DAMAGE PREVENTION APPROVED AS NOTED AS REQUIRED AND CONDITIONS OF SOUTHOLD'TO WN CODE. DAT : J n B P #,2059 F —SOUTH LLD TOWN ZBA _SOUTHOLD TOWN PLANNING BOARD RETAIN STORM WATER RU�:JFr- FE 6. BY:� , NOT Y BUILDING DEPARTMENT AT _ u HOLD TOWN TRUSTEES PURSUANT TO SECTION 45-10C 765-1802 8 AM TO 4 PM FOR THE N.Y.S.DEC OF THE TOWN CODE. ► FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED ��'�*�� FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING OCCUPANCY OR ALL CONSTRUCTION SHALL 3. INSULATION MEET THE REQUIREMENTS OF THE 4. FINAL - CONSTRUCTION MUST USE IS UNLAWFUL BE COMPLETE FOR C.O. CODES OF NEW YORK STATE. ALL CONSTRUCTION SHALL MEET THE WITHOUT-CERTIFICATE. _ OF THE CODES OF NEW YORKISTATE.T NOT RESPONSIBLE FOR OF OCCUPANCY -�'"'� TOP OF\ o BANK— DESIGN OR CONSTRUCTION ERRORS. S N , , in O QD G 0T F Pp o, 1� @ O Z 0 o W rLu V / a WINDMILL Q \ 0 N HOT a DRIVEVfAY TUB s \ \\ 0 PERGOLA •' ETREESG r APR\E � G / P,\\SOUS 'E�\\\ EXISTING EX15T1N IN GARAGE/ �CK BARN $g ; cif N fV 0:I Qi� rll 17°36'10"854.42' V) TOP OF DEIX @ 8'-0"ABOVE GRADE O BARN ROOF PEAK @ 7-4"ABOVE DECK T _ GARAGE ROOF PEAK @ 19'4"ABOVE GRADE i SITE PLAN Lno EXISTING SCALE: 1" = 40'-0' .� \� cv \ PROPOSED �c u w EXISTING: PROPOSED: 9 HOUSE: 1990 SQ.FT. POOL HOUSE: 1514 SQ.FT. t_ CAR PORT: 480 SQ.FT. PERGOLA: 160 SQ.FT. PATIOS: 1268 SQ.FT. 442 0 i POOL&HOT TUB: 1272 SQ.FT. WIND MILL:72 SQ.FT. DRAWN: MH/MS 11 1 LOT COVERAGE:3.97 No It �.. ,f. ��y�,,,'' p;+ � SCALE: 1 40 ° JOB#: GARAGE:673 SQ.FT. :+.' PROPERTY:200342 SQ!.FT. � �;� ,, �. May 12,2006 DECK:326 SQ.FT. � �, .s SHEET NUMBER: EXISTING:5002 SQ.FT.. � PROPOSED:2946 SQ.FT. BARN: 193 SQ.FT. REVISIONS 0 N n U C v in C ,Z5 c, W z N � � Lu - _ -- -- --- - _ - - - - - z O - - - - - _ -- -- - - -- - = Q Lu E- _ O W cn Ll Ll—== a - - - - 0 �c SOUTH EAST ELEVATION �- SCALE: 1/4" = V-0" O z N O ,10 Lnn V W 6' DRAWN: MH/MS °�, SCALE: 1/4"=P-0" .1 JOB#: May 12 2006 • ,�+ Y SHEET NUMBER: Amll, ��Mnev REVISIONS Or Ln 0 e^1 U �) d QO N O co u 0 � z SOUTH ELEVATION 0 SCALE: 1/4" = 1'-0" _ _i W o 0 r U.J o Lr) U) w � o = z a Lno 11 Hill Hill III Hill V W EAST ELEVATIONWii t."h SCALE: 1/4" = 1'-011 �`, , t� m' DRAWN: MH J MS p •r V� . -- �1.M SCALE: 1/4"=P-0" JOB#: 9 May 12,2006 SHEET NUMBER: �ybi +-w fR�,yr A=2 REVISIONS W .+ Gp c=+ U o m i o I i w r I id O NORTH ELEVATION O = w J SCALE: 1/4" = P-0" ,_I Lu O `u w O o -- C z 0 u o (J) z ui / _ - -- - - - - - -- - - - -- - �- o 114 z N O V a WEST ELEVATIONt*Ile :.: .�k SCALE: 1/4" = P-0" / ., �✓ DRAWN: MH MS A SCALE: 1/4"=P-0" May 12,2006 SHEET NUMBER: m�4 M14T Nam * REVISIONS 59'-3 3/4 16-0" 43'-3 3/4" 17-10 3/4" 25'-5" j„ i N ti � O t-i N •a 6. U L� ^ dl p c, oho w n C � 4S° � o 1'-4"X1'-4" CONCRETE PIER W/2'X2'k1'CONC.FTG. / (MIN.3'BELOW GRADE) / 00, ON UNDISTURBED SOIL o / W/#5 RE-BAR(VERICAL) TO POST/ COLUMN ABOVE _ O. ~ W / o M M Z i O z O / CL I / W Q / (f LL O O ' o ico ^ i 8"CONCRETE BLOCK WALL ON 4"SLAB ON GRADE OVER COMPACTED SOIL AND REINFORCED WITH STEEL WIRE METAL MESHING - CONCRETE MONOLITHIC FOOTING AT 16"BELOW co - i x o GRADE WITH 2-#5 RE-BAR o bo V) O 0 ' Z co Ln Z O W 47-4131/32" Yyy^wrM+Y =�yR DRAWN: MH/MS SCALE: 1" =40' PROJECT NORTH ®�„� I� DATIOIV PLAN . ` ` � ' JoB#: �1 fs;;. •-.•.,� �,; May 12,2006 T UMBER: SCALE: 1/4" = 1'-0' Am4 SHEET N REVISIONS POOL 25'X40' 59'-3 3/4" 16'-0" 4 Z3314- � f/ 8 it-3 3 4 - 1 2 Z25-5 1/2" 30-DH P5646-30 HOT TUB a H iV � N l!'1 O 4.1 2X10 DF#2 Cl(@16"OC \ CL" 80 o v N M M EXERCISE < ( W ` ti . F�J� \�� \�, �y47. I ,�j 0 �O en l� LL L f 0 o / FWG33-60611 O r+ r / --- - 4 '4 25/32" 17-6 15/32" 0 -_'_,--- - - o Cn \ CC o o BOAT STORAGEbo \ c 44LL _ LL N o g (n s�Q / 17-615/32" V W 3046 3046 3046 %60 l6 �O 7-71/2" 14'-11" 14'-11" 10'-61/2" o Ail 14 .s � DRAWN: MH/ MS SCALE: 1"=40' 48'-0" { w IV ]OB#: May 12,2006 SHEET NUMBER: y PROJECT NORTH FLOOR PLAN SCALE: 1/4" = 1' 0' Am!� REVISIONS -BLDG.DEPT. 05/12/06 ASPHALT ROOFING RIDGE VENTED 30#FELT UNDERLAYMENT VENT CUPOLA 5/8"CDX SHEATHING xi RIDGE ----------- 2X6 COLLAR TIE --- ------- ------------ ------------ ---------- @48"OC --------------------------------------------- DF#2 2XI2 D M;p Cr7= FRII� 2Xl DF#2 VIALL @16"OC 14 2X10 DF#2 0 @16"OC 2XIO 12 RR e16"DCt;:' < 7 K CEDAR SHINGLE SIDING 9 if 30#FELT UNDERLAYMFNT j -11- t- 5/8"COX SHEATHING _�:)yln nr#9 XU On I // \� // \ Ln ci 2X6 DF#2 STUDS @16"OC @16'.0c <\/< L I T 1-T 12 X/ 14 2X6 AC Q SILL PLATE '14 13"CONCRETE BLOCK WALL ON TERIMITE SHIELD X 4"SLAB ON GRADE OVER COMPACTED SOIL AND SILL GASKET REINFORCED WITH STEEL WIRE METAL MESHING >/ <\ CONCRETE MONOLITHIC FOOTING :RR @16­0c GRADE WITH 2-#5 RE-BAR Lu z U) o 14 :D o - -- ---------------------------------------------------------------------- -------- LLJ ------------------------------------------ ------------------------------ ------------ I— A A, _0-------------------- 0 4- 12 0 q, 0 4-- — L 14 j 12 2XI2 DF#2 Lu #10 % Pti t2 OR CALVANco-U c T') �'D'V�s W( k C 12 14 Ix• I I I 'I I I I l' I -_- T- - I I Zi~ 2XI2 10#2 LL 12 Q 0 0 40 12 LIJ o ' 1 I'll /// I /! II \I �I� //I'' 1�I II ! 'I �'r6.. 'p' 7ti 2XI2 DF#2 + < z tALT&NATIML 7116"O.S.B.) CL 12 12 0 tl 14 0 4 p T f, 14V OR GALVANV1,0 LLJ WOO --------------- ------------------------------------- C). 11 WASfirp"0 12,or ... -- - ------------------------------ i "DOWSRI -- ---------------------------------------------------- —------------------------------------ I I� ( + II I� li I i �1 14 TYPICAL WINDOW-OPENIING c� (LESS THAN 4'-DX3'-G"OPENING) DTICAIDOOR OPENING (LESS THAN 4'-0XS'-0"OPENING) 2 4" 0 PROJECT NORTH Y-1 ROOF P11 AN SCALE: 1/4" l'-O' > (3) Ln 0 oz < oil f < u I I I ti I I ti ! WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 3/1'-A SMATHIN6 AS PER TABLE 1609.1.4,N.Y.S. RES.CODE: ALTERNATIVE FOR OPENING PROTECTION CIF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCFWW.E FOR WOOD STRUCTURAL PANFLS WOOD STRUCTURAL PANEL;WITH A MINIMUM THICKNESS OF 7/19' AND MAXIMUM PANEL SPAN OF 9 FEET SHALL BE PERMITTED FOR OP M_ NG PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,16D9.6.5 AND 7APLE 1609.1.4 OF N.Y.S.RESIDENTIAL �-T CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGWPRESSURE.ALL OPENINGS MUST HAVE DFSICN-IPRESSURE UPGRADES WHERE APPLICABLE, 44 ALL PANELS MUST BE CUT TO S12E AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE KARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 1 �xl STUM m$2 14, It DRAWN: Mli MS SCALE: V =40' j". 11 IT111'11111 JOB ORrALVAtJlMD + ' ` i l i I�� +1 1 i WtaMay 12,2006 SHEET NUMBER: 42�JD',CONWCTrD M7MjjM WMl',TAMrW5TUEL OR GALVJMZLD BULI S W/WASHMS MU mul S 0210110.L TYPIC AL MULTIPLE OPENINGS (MORE THAN 4'-0X8'-0"OPENING) AtmI6 REVISIONS BLDG.DEFT. 05/12/06 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. V KING STUDS ENDWALL RAFTER WALL STUD CRIPPLE STUD \, / BOTTOM PLATE RIDGE f �• HEADER LEDGER BATHTUB �•' �� ' � ®f�s4► DOUBLE JOIST SIDEWALL n RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADSS HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER1 DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP 2ND. ADS5 ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH JALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD I ROOF I LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 I LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. N THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS PROVIDE RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS21D 18ga.SLOPE HANGER APPLY TO EACH RAFTER I LEDGER , BLOCKING @24"OC h U ti WALL STUD hi a m ro THROUGH-ROOF EXHAUST ' "� M VENTS SELECTED AND am METAL STRAP LOCATED BY CONTRACTOR N U Ln CRICKET AT TOP-SIDE OF U °p VENTILATION CHANNEL RIM BOARD CHIMNEY RAFTER AS REQUIRED Zt t. SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN .� = SIDEWALL FLASHING VENTILATION WOOD JOIST U C FOUNDATION TOP PLATE —2 BLOCKING z FINISH WALL AND MOISTURE BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - GUTTER ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER INSTALL 4'0"O.C. THE SPACE VENTILATED. ALL OPENINGS CONTIN.SCREENED VENT 4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- , CONTIN.SOFFIT/EXT.PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF Y,INCH IN DIMENSION. -SOFFITED EAYE 8"-14" LSTA30 1-1/4"x30"189a.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND W INSTALL 4' ACTION 0"O.C. "• 14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN A+NCHOR CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS EACH RAFTER SOFFITED EAYE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND.FLOOR WALL OF FLASHING D ROOFING LAPS BASE \ O / FLASHING 41NCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME J EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING Q SIDES 4 INCHES AND LAPS -. NAILED TO SHEATHING O SHINGLES AT BASE MIN.4 INCHES THROUGH VENT WOOD JOIST O Z TOP PLATE O / GIRDER/HEADER SIDE WALL FLASHING WOOD JOIST rj 1ST.FLOOR WALL ST AND ALL W NDOW DOORDOPENING JACK TO WALL DS STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD 0C FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES--PROVIDE HEMMED EDGES SO RAFTER W INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND z 4"-8" LSTA36 1-1/4"x36"18 a.STRAP AND JACKSTUDS PREVENT CAPILLARY ACTION LOCATION USPNUMBER DESCRIPTION APPLICATION 9 PRE-MANUFACTURED KEEP SHEATHING MIN.1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER 70 BE SUPPORTED WITH 0 ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE O U RAFTER/PLATE RT15 TYDOWN ANCHOR THE PROPER STEEL CONNECTOR. INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS 8"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE &REDUCE BUMP OUTS �■ ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR .PLATES TO EACH STUD OF ROOF O DBL,SILL PLATE ` TERMITE SHIELD r SUBFLOOR SILL GASKET WOOD JOISTS NEOPRETYP.GONG.FOUNDATION A \ CONC.SLAB NE GASKET -- I 2x6 /2x8 CONTINUOUS WOOD PLATE 6 MIL.POLY u DAMPPROOF EXTERIOR V GRANULAR FILL _ BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR ) , -- I 1/2" DIA. BOLTS a 413" o.c. STAG. v STEEL COLUMN n - o " GONG.SLAB 4•p �; e \' ROOF JACK // 1 STEEL BEAM r e A + 4 COMPACT FILL ' I ' e o TOP AND BOTTOM PLATE rr^^ KEYWAY FOOTING e v • ROOFING LAPS V l a 1 e FLASHING AT ` WITH 1/2" x 6" ANCHOR BOLT e C.^ A CONC.FTC. p �A'p L'o USE WITH 13x3 SQUARE WASHERS SIDES AND TOP 1/2"GROUT ro , • a ANCHOR BOLT CONNECTION (LISP LBPS58 OR BP583) 0 Q REINFORCING BAR d8 FOUNDATION 5 "DIA.ANCHOR BOLT I 1 f 3" STEEL COLUMN DRAIN TILE A p ANCHOR BOLT CONNECTION - SUPPORTING MAXIMUM SPACING FLASHING LAPS , , !10 KIPS J SILL PLATE TO FOUNDATION ROOFING AT BOTTOM - z CRAWL SPACE OR FOUNDATION 1 STORY 72"OC - z SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL � Ln TYPICAL CONC.FOUNDATION.APPLY PILASTERS 2 STORIES 36"OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3"STEEL COLUMN ANCHORED TO 24"x24'k12"CONC.FTC. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION Q SLAB-ON-GRADE1 1-2 STORIES 57"OC ROOF JACKS 4 VENTS DETAIL 4-J SUBFLOOR (j GONG.SLAB I DOOR FRAME W 6X6 10/10 WWIM COMPACT FILL DOORGE—� Q JOIST ' USE2X8 - I FOR BLOCKOUT STEEL BEAM •�' 4" SLAB v = P.T.PLATE W/6X6 WMM ,� SLOPE /� 4"DRIVEWAY=pm.. NOTCH JOIST AND ADJUST HEIGHT 1/2"AIR SPACE 1'1%2" (WITH A NAILING PLATE IF NEEDED) AT END AND " •p °' , TO BE APROX.1/2"OR HIGHER THAN GRADE -'<<' - --`- WO (PROVIDETRAP T E I �* .• IDES OF OD o' o STEEL BEAM TO ALLOW FOR SHRINKAGE BEAMS ° o ° "�/ ' . •t. (• �_ ������ STRAPPING O KEEP JOISTS ALIGNED 6X6 W.W.M. — — e _ni o '4 ��—�� �� I �� Yy-s* MIN• °; n�' °; ° • �?'� �! n , �\ NOTCH BEAM FOR MUDSILL IF REQUIRED—MAXIMUM —�_ a ATSUBFLOO�'' �{y n REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM .C REINFORCING BAR OIST �f 1�✓ ° DRAWN: MH/MS DRAIN TILE p) e• SHEET METAL/30#FELT UNDER BEAM AT POINT , 1) a °•° ° 11= j= "y' 12 OF CONTACT WITH CONCRETE OR CONC.BLOCK �Ti—i u i uTi• T STE , � r�, SCALE: 1" =40' o . 3" it 6 t°`r"p N JOB#: TYPICAL GONG.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° SHIMS TO LEVEL BEAM PLA (B T 1j�% ; i REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. T May 15,2006 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT �* BE POCKET � -�;�s:r"�� 1r• , SHEET NUMBER: y r REVISIONS BLDG.DEPT. 05/12/06 GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PL,4N CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION DENTIAL R 3 SI ,RE 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL `,F�, JOINT DESCRIPTION NOTES BUILDING USE RESIDENTIAL DWELLING 1apgia+j When a collar tie is used in feu of a ridge strap,the number of 10d common nails required OIY. SPACING �P' �• CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. BUILDING HEIGHT +'� ® • RAFTER TO 8'WALL.:3-BdCOMMON EACH �•. ��• • TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL BUILDING: 1514 SQ, FT. C� � 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL 50. FT, OF CONSTRUCTION Intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL.:3-8d COMMON EACH TOE-NAIL PERGOLA: 160 50. FT. for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION GOD£ AND construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL n115 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE ATTICS w/ STORAGE 20 N 2-8d COMMON accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS 3).Dimensions shall take precedent over scaled drawings. ROOF (GROUND SNOW LOAD) 45 P g RIM BOARD EACH END (LIVE LOADS PSF) r (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL 2-116d COMMON ROOMS (OTHER THAN SLEEPING) 40 U r� First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30 .4 rn 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: ''a `n STAIRS 40 �' x responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under � �,NAIL NAIL � N -+ K construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS (ANY DIRECTION) 200 OTY. SPACING N o precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE GATAGORY C v "n specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL +- � anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 2•-16d COMMON O co TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION Z o � 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE i GENERAL NOTE PAGE 4-16d COMMON NAILING SCHEDULE SEE GENERAL NOTE PAGE y' 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: INTERSECTIONS EA.SIDE NAIL STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE �O NAILattached with Sd common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD D.C. FIRE PROTECTION Sym.: 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE SEE FLOOR PLANS such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAIL (SMOKE E CO2 DETECTORS) in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A -STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 3,6 RELEASE 1a FOUNDATION NOTES: Type li exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL 16.length adjustment factors in table 3 FLOOR JOIST,BAND JOIST, 2-16dCOMMON FOOT SEE NOTE:1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA . 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD FLOOR FRAMING: LOAD HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. NAIL NAIL interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES OTY. SPACING joint 3).Provide 1/2"expansion material between concrete slabs and abutting2.4.4.2 and 2.2.4 respectively. 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE -concrete or masonry walls occuring in exterior or unheated interior areas. JOIST TO: 4-Bd COMMON PER TOE TO HEAVY MODERATE 8}.CONNECTIONSAROUNDEXTERIORWALLOPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4).An new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE O Y g g 2-8d COMMON with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES BLOCKING EACH TOE po Unless otherwise noted,all slabs o l grade to be 2500 p ref Concrete to be TO JOIST :2-8d COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9)�CATHEDRAL CEILING ASSEMBLY: W to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: --16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1 (BOTH FIELDS) 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. Bd COMMON @ 4"O.C. SEE NOTES:1,3 O O 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 33-16d COMMON JOIST NAIL z 8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES z DECK AND COVERED PORCH NOTES. JOIST ON LEDGER :3-8dCOMMON PER TOE 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMON TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,Including 4 feet on each side of the roof peak, PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. TO: Q 8).Drainage as per section R405 of N.Y.S.Residential Construction Code, 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST �-16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 FRAMING NOTES 1�. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. LO into concrete with a minimum 112"dia x 7"long anchor bolt with washers and nuts. R F S H EATH IN For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of 1995 SBC High Wind NAIL NAIL O 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION O U Edition Wood Framing Construction Manual. OTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter!truss framing members with G>0.49.For Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft. framing members with 042<G<049 the nail spacing shall be reduced to 3 inches o.c. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS;PER TABLE 3.8 . . ,Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL S H EATH I N G REQUIREMENTS FOR WIND LOADS: '- 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted Douglas Fir. 4j.Deck joists to have blocking at WO o.c.. "' CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES o/�/ 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 1� otherwise. DESCRIPTION SEE NOTES:1,3(BOTH FIELDS) where needed. T' O.C.EDGE Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts OTl'. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#Z+BTR.Doug.Fir. GYPSUM5d COOLERS NOTE:2 FOR PANEL FIELD6).Concrete piers shall be a minimum 6"Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all above grade. r�T RD WALLBOA 10"O.C.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also he anchored NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 611 and 8'9.Provide fire NAIL NAIL and blockingwhere applicable. to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. PP QTY. SPACING 5).All flush beams/headers to be installed with heavy duty galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall anchors where applicable to all connecting joists. PANELS WFCM-SBC be used. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE W 6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6d CONMION 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code, GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. I WALLBOARD 5d COOLERS 10"O.C.FIELD O 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/or 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted(typical). FLOOR SHEATHING: NOTE: 3).If wall studs,plates or ng ants are cut out during installation for any plumbing related work, NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Z 8).Dormers tannin u roof rafters are to be supported b double rafters on either side provide adequate bracing and laces to protect and secure the structure.Verify with the JOINT DESCRIPTION 9 P PP Y P p Y FIELD Ln D.C.1"OR LESS 8d QTN. 12"SPACINGwhere applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS COMMON6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. Z HVAC SYSTEM NOTES 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. r� rV under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. L requirements. 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. < 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO 3E REFERRED TO IF needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Section R&02.8 -FIREBLOCKiNG REQUIRED equipment supplier. Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) U) 11).Unless otherwise noted,all roofs and walls to have a minimum 112"thick,4-ply Fir 1).Nailing requirements are based)on wall sheathing and to form an effective fire barrier between stories, and between a top story and the roof space. V W CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide finals stem layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing P Y Y 9 9 9 Ftreblocktng shall be provided in wood-frame construction to the following locations. C Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher G adhered Unless otherwise noted use 3/4"thick T&G PTS Fir.FinishAdvaned floor plywood subfloor shear capacities,nailing requirements for structural 1). In concealed spaces or stud walls and partitions, including furred spaces,at the ceiling and floor adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. levels. Concealed horizontal furred spaces shall also be f ireblocked at intervals not exceeding 10 1).All electrical to be installed as per N.Y.S.Residential Construction Code. feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected using parallel rows or studs or staggered studs, ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted �x to have regular 112"sheetrock.All walls to be taped and finished. to be reduced tot-16d nail per foot. 2), At all Interconnections between concealed vertical and horizontals aces such as occur at sofrt `�� '' 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 p 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or of N.Y.S.Residential Construction Code. drop ceilings and cove ceilings. f 6, f approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM *41*. torch down type material over. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spa ` DRAWN: MH/MS under stairs shalt comply with Section R314,8, N.Y.S. Residential code. `r +; SIC 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to +; r, h i r SCALE: 1"=40' be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. ]j} :1 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free pa3aa of 0�p� .j JOB#: flame and products or combustion. May 15,2006 5). For the fireblocking of chimneys and fireplaces, refer to Section RI001.16. N.Y.S. ResidentiaC, W,. SHEET NUMBER: ♦ ld^ �.w�8�/ All REVISIONS BLDG.DEPT. 05/12/06 ------\50•-0•• ' 10-o• 40'-0" 33'-3•• SKIMMER SKIMMER SKIMMER > - y \ COPING �\ ov vv WATER \� ° !/ , A, a I > SETS \ ETS U oho L __ o _-_._____-__ __.______- _______________._ _.____ I ' _ ___ --- b'-4... n ' N v ----- v _-______.__V I ry 3'-4"QEEP 9 DEEP 15 REBAR L 12"0 C. SETS , EACH WAY\ c .SETS 3500 PSI \ \ \ SLOPING �\ \ CONCRETE \ ' 1> D L1J I c RETURN . RETURN RETURN \ O z n n ,n �pn �Q ,n <n n , \ ° � O \`.\\ \n V\n\S V \.n .-\ \ : \\\ \ ALL SECTION Q U N.T.S. OLL -- -- B U O W a � o z z W c9 NOTES: to SWIMING POOL TO BE EXCAVATED ONE FOOT OVER DESIGN SPECIFICATIONS AND 0 p FROM FILTER TO FILTER SOIL TO BE LEFT ON PROPERTY.SOIL TO BE STOCKPILED OR RUFF GRADED(AS a PER OWNER) ON THE DAY OF EXCAVATION ONLY UNLESS SOIL IS TO BE CARTED O AWAY. O O a SWIMING POOL STRUCTURE TO INCLUDE A MATT OF 3/9" STEEL REBAR TIED, 12" ON CENTER FOR WALLS AND FLOOR, 6"ON CENTER FOR ALL TRANSITION _ _f BREAKS AND BOND BEAM. THE POOL SHELL TO BE MADE OF 1-4 DRY GROUT GUNITE MIX SHOT INTO THE r' a- STEEL CAGE AT A THICKNESS OF NO LESS THAN 12"ON THE TOP EDGE OF THE r POOL PLAN OVERFLOW O POOL(BOND BEAM)AND NO LESS THAN 8" ON THE WALLS AND FLOOR. TD ORYWELL INTERIOR FINISH OF POOL TO BE"PEBBLE TECH"DURABLE FINISH. COLORS AS SCALE: 3 16" = 1'-0' / FILTER AND PUMP PER OWNER. r^ r� V) ! O z D'a a a N O BENCH L D'a D'a D'a . Ta°° ,D'a D a D'a D'a Dn 0•a •a Q° En Er aD,a D'a .aD•a .aD' .n 'a y,o° p AL SECTION A-A SECTION B-B ��' DRAWN: MH/MS _ _ � :, SCALE: 3 16�, - 1 -0 SCALE: 3 16 - 1 -0 " SCALE: 3/16 =1 0 May 31 2006 ` SHEET NUMBER: