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HomeMy WebLinkAbout34174-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34211 Date: 02/25/10 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 1350 SMITH DR N SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 76 Block 2 Lot 9 Subdivision Filed Map No_ Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 17, 2008 pursuant to which Building Permit No. 34174-Z dated SEPTEMBER 19, 2008 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITION AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JOHN J CARWAY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A- ET CTRICAL CERTIFICATE NO. 08-9295 12/02/09 PLUMBERS CERTIFICATION DATED 12/19/08 NICK SALVATO r AuAorized Signature Rev. 1/81 D Form No.6 - FEB 2 3 2010 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL BLDG.DEPT. 765-1802 TOWN OF SOUTHOLD 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. ,( . 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 Preexisting 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 $15.00 Date. v New Construction: Old or Pre=existing Building: '\Ijr (check one) Location of Property: 13$-U _S inti t T.1-f- b R k o t 1U ram' t�l t E-c�L House No. Street Hamlet Owner or Owners of Property: �QL I.A , �(JL Ysa2C A Suffolk County Tax Map.No 1000, Section Block Lot �. Subdivision Filed Map. Lot: Permit No. ' Date of Permit. / Applicant: 4,/5 t/ Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ n G"7q 3 E� plicant gnature �417 C�d►�:i• '� 4��:MJJ�r'a. .;�4.PAA.1Ahr�:: r�./,i��A�A.�ALi'* :`w/��;1.M.�JJ%ram. ::jr!i�,ia6WJ�� r�P� e'.. 5• i. ;:.ii'ili:fEv:. •! e„\� �.`i '//\•.. � '/i\\• / v /„\b . '/v'\T` .s .� -.�. o- a,.. e 5 ,�` •:r 4}♦i �� 7I rT a ..\ " /�� .a �\\ 5 /� I • m \\� �//q:. Pr5'� /�I/5:i�\ ��\ �!/*.?0 � ..3 ��� � \ _. Electrical Inspectors, Inc. Certificate Number: 08-9295 308 East Meadow Avenue 1 Municipality: Southold,Town Of r f. s= East Meadow,NY 11554 "�• Office:(516)794-0400(631)396-7474 Inspector: 124 :; y Fax:(516)794-5854 y,�Kyy Issue Date: 12/2/2009 ' «. Website:www.electricalinspectors.com '- �" aim •. Email:info@electricalinspectors.com ��'''• Y 'S i' Mail To: Property Address: Lamond Electric Corp. rtw George Lamond John Carway ;.5�:=• PO Box 652 1350 Smith Drive No =3, Wading River,NY 11792 Southold,NY 1 1 1 Y License#: 3428 ELECTRICAL APPROVAL CERTIFICATE ii f a '•"3'K AREAS LISTED BELOW ARE APPR INSPECTION •/� AND FOUND TO BE IN COMPLIANCE WIT TIONAL ELECTRIC CODE No visual defects were found for the electrical inspection prov' ed.No obv' us unsatisfactory conditions were found in the areas %s herein below only. a ' Residential"Inspection t5 " iR 1st Floor Bathroom,Bedroom, Walk-In Closer -' \ 2nd'Fl6or.Bathroom,'-3 Bedrooms,Hall,Storag oom,�2.,Wa1 In Closets l8-•Duplex"Receptacles,2-GFI Receptacles, S tecto ,20-Switches,9�Recessed Fixtures,8-Incari'descent Pixtures,3- Paddle Fan Outlets,4 Ft.of Trac Lights, I- o o Smok CO Alarm. 200Amp Single Phase Overhead Service de/CB/1 ete,200Amp Single Phase Main Panel/40Ckts/31 Used. Rough 12131108 �'t Fb: Finall2/1/09 5 hey ?s. K' lit•;,:' F 'T� Not valid unless signed by an G` adfhorized Ell Agent" Richard M.Bivone Philip F.Goehring y. President Chief Electrical Inspector'' f;.•. :'' �;�'. y�„«s w �,w•�;4: � \ +:"��` ,fire q'� 'rE ,r°`��� "41J i• �' �•v^. ':;. 'QAr�rw�vAK y',,.y:.>,. '. .5h,w.:; i..„,.�:. �. Ex,;'.,•,u.R." `�-Yr ,F,� - ,. I. ELECTRICAL INSPECTORS. INC. is not responsible for the existing conditions at the subject premises. 2. ELECTRICAL INSPECTORS, INC. is not responsible for corrections, upgrading or replacement of existing electrical violations at the subject premises. Any corrective wort:shall be solely the responsibility of the property owner. ELECTRICAL INSPECTORS.,INC.DOES NOT'v!ARRANTY OR UNDERWRITE TI3E ELECTRICAL CONDITIONS AT'ITILE PREMISES. 3. ELECTRICAL INSPECTORS, INC. only recognizes the National Electric Code, the Building Codes of New York State all volumes and Local Municipal Codes, as Authorized by The Department of State Codes Division, via Village.Town or City Board Resolution. d. AN ELECTRICAL SURVEY consists of a visual examination ol'the premises ONLY: Electrical Inspectors Inc. will comply with the requirements of NFPA 73, latest edition Chapter 1. Section 1-I. 1-2.If violations exist, a Notice of Violation (NOV)will be issued requiring correction by a licensed electrical.contractor. After the violation has been corrected,a re-inspection will be conducted and if approved a certificate shall be issued. S. A SURVEY CERTIFICATE does not examine the actual wiring or devices unless all walls are opened and xvires and devices are exposed prior to the survey being conducted. G. A CERTIFICATE is non-transferable. 7. AN ELECTRICAL INSPECTION consists of an examination of wiring and installations during the rough stages of construction. After completion of the construction a final inspection will be conducted at which time a certificate will he issued provided no violation exist. In the event no inspection is requested during the rough stages Of construction ELECTRICAL INSPECTORS, INC.will perform a CLOSED WALL.SURVEY that consists of a visual inspection of the wiring and installations only. Since access is limited,ELECTRICAL INSPECTORS, INC. shall bear no responsibility for any defects or violations at the premises. 8. ELECTRICAL INSPECTORS, INC. shall not be responsible to remove any walls in order to conduct an electrical inspection. 9. ELECTRICAL INSPECTORS, INC. will only release information, certificates and reports to the applicant after payment for services rendered have been paid in full. 10. ELECTRICAL INSPECTORS,INC. assumes no liability for the results of its inspections. l I. The agreement may not be changed orally. 12-18-08; 18:57 ; 915167523889 # 1/ 1 o�%UFFO(,�cD 'town Hall,53095 Main Road �� P.O.-Box 1179 fax(631)765-9502 Southold,New York 11971-0959 fax `}�0 Telephone(631)765-1110? BUILDING DBPARTMLNr TOWN Off' SOUTHOLD CERTIFIGAT). 0N Building Permit No. —; 4 r1 4 Owner: C&e-V,/�Y (Please print) I'lumber: '"-41 C,3< (Please p6n0 lrad. 1 eeitify that the solder used in the watar suPlJly s)Is(eiti contains less than. 2/10 of 1% (Plumbers Si iature) Sworn to heforp.me t11is day of_ l ecer)�- , 20 0� Natary Public,-2kJ`.S(7d .•county JO ANN DUBATO Notary public,State of New York No. 4930013 Qualified in Nassau County Commission Expires May 2, 3� 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_ 34174 Z Date SEPTEMBER 19, 2008 Permission is hereby granted to: JOHN J CARWAY 155 EMORY RD MINEOLA,NY 11501 for ADDITION & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1350 SMITH DR N SOUTHOLD County Tax Map No. 473889 Section 076 Block 0002 Lot No. 009 pursuant to application dated SEPTEMBER 17, 2008 and approved by the Building Inspector to expire on MARCH 19, 2010 . Fee $ 200 . 00 - - / Authorized Signature ORIGINAL Rev. 5/8/02 so cOUNi`lI TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ✓ �—� 5� DATE . —INSPECTOR i SOUlyo�o o�ycOU TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTto- N [ ] FOUNDATION 1ST [p ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS:_ r ' / Lr_ / DATE �`� O INSPECTOR Of SOUI�olo c0UNT1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ OUG BG. [ ] FOUNDATION 2ND [ SULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENET REMARKS: DATE INSPECTOR Of SOUlyolo 3 f7 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING C><FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR 4 1 r •- FIELD INSPECTION REPORT DATE I. COMMENTS FOUNDATION(IST) y ---------------=--------------------- Ott FOUNDATION (2ND) z o � c H ROUGH FRAMING& y PLUMBING 1 INSUI.,ATION PER N.Y. — -- y STATE ENERGY CODE tk r FINAL ADDITIONAL COMMENTS ca O z - �m a r x r y E� x d r� H 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 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 3� 7 � Check aac7 , C)o Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20� Storm-Water Assessment Form r� Contact: Approved ,20 0 Mail toJ Disapproved a/c t S,S 9 2Q mlvv U.c N , p `W r��e< Expiration ,20 f-- -------- — —� Building Inspector rJ APPLICATION FOR BUILDING PERMIT 66 Date 2 , 205Y INSTRUCTIONS a. This application ST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 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. (Sig ture of ap 1 cant or name,i a corpor i ) I SS � ►U q c LTq (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises `Z� v j C&- (As on the tax All or latest deed) If applicant is a W oration, signature of duly authorized officer (Name arld title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: S o ec, House Number Street Ha let County Tax Map No. 1000 Section 7 Blo,ck-.,;:';' '-'' `., Lot 9 Subdivision Filed dVap.No: Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy re 5 b. Intended use and occupancy 1'2.3 uj e'd-,C PvC-Q 3. Nature of work(check which applicable): New Building Addition ✓ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost a a 0 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor cw-4 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_, �3 Depth 2 3 Height 2=A 11-1 Number of Stories 11 Dimensions of same structure with alterations or additions: Front 5 3 ' Rear 7• 3 Depth Z- . Height 2-7 - E Number of Stories 2 8. Dimensions of entire new construction: Front , 3 Rear 5-7, Depth 3 Height 2-7• S Number of Stories '2-- 9. Size of lot: Front 9�r! Rear 5?5. S- Depth / U o , 7 10. Date of Purchase OGI. 1467 Name of Former Owner 11. Zone or use district in which premises are situated +RjF- 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 /� ,, pp Ito) 14. Names of Owner of premisesjgL 0, ,ldrt�mu,� Address/s'S F",og HI i,.,g y/Phone No.Stee Name of Architect Address 1,�,r£„�Tu1.P w,;,, ,.n ophone No r-iE, 7y 7 13Z;P Name of Contractor Address lyhone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ✓ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFc ,ZJJ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the p wvr!?=A/ (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 ay of 2001 =N PENNY.BEDEI:L. Si at e of Applicant otary Pu i Note.. blic state of Itew York gn pp No.01BE609931 ,,_. Qualified in Suffolk County Commission Expires Sept.29, '2-0 tl, John J. Carway 155 Emory Road 1350 Smith Drive North Mineola,NY 11501 Southold,NY 11971 516-248-1929 cell 516-521-4023 631-765-2161 -icarway(kaol.com September 4, 2008 - r Ms. Patricia Conklin Building Permits Examiner TM' Building Department 7 2008 Southold Town Hall ._ 53095 Main Road PO Box 1179 Southold, NY 11971 Dear Ms. Conklin Enclosed is the original sealed copy of the "Certification of Existing Subsurface Sewage Disposal and Water Supply Facilities For A Single Family Residence" Health Department Form WWM-072 (Rev. 08-06) for the 2" story addition to my home at 1350 Smith Drive North, Southold. It is signed and sealed by James J. Deerkowski, Professional Engineer, 260 Deer Drive, Mattituck, NY 11952 Thank you for your assistance thus far. If there are any further issues, the best way to contact me is by my cell phone, 516-521-4023 or by email at Thank you again. truly yours, Joh J. Carwa Enc. 40/ J C AkA /M . Suffolk County Department of Health Services Health Reference Number Office of Wastewater Management 360 Yaphank Avenue, Suite 2C-Yaphank, NY 11980 (631)852-5700 Certification of Existing Subsurface Sewage Disposal And Water Supply Facilities For A Single Family Residence A. Property Information 1)Address of Residence: Street Hamlet Go VT H®'C-1--� Zip 2)Tax Map Number: District " Section Block Lot(s) 3)Owner's Name ��I-�lti �l�t�v��1�1 Phone 4) Client's Name (if different than owner) 5) Proposed changes in use (e.g., addition of apartment, bedrooms, office, etc.) B. Sanitary System Evaluation: **Sanitary System(s)must be pumped out and physically examined by the certifying design professional. 1)Type of Water Supply:�Public Water ❑ Private Well-Provide copy of water analysis dated within one calendar year 2) Date of sanitary system pumping C6 total gallons removed . � ® 3) Materials of construction of sanitary system Precast ❑ Block* *NOTE:Block pools are no longer accepted —sanitary system must be replaced 4) Size of Sanitary components*: Septic tank r C3)Oa gallons yx'b7C S diameter, or dimensions if rectangular .O r effective depth Leaching Pools , ® � diameter 12,0 effective depth total number of pools *NOTE: Sanitary components must meet current standards for proposed use or u r i e,required. 5)Overall condition of sanitary components: acceptable s ycs�talSie��O°'�' � (waste lines, drop tees, baffle walls, covers, septic tank, leaching ools) Certification: The results and recommendations found in this Y AN ! , report are based upon my evaluation and inspection of the n 2 Ur above referenced property and pumped out sanitary system: Name o h'tect/Engineer LA RWtE5 .J 1�> Airy-5 A License N e 07G. ` `, ZyD2. � Signature Date o� Phone k v® 3 S� Mailing Address: Hamlet (nAfT)I, i u- State 1 " 1 Zip W W M-072(Rev.08/06) Pagel of 2 C. Recommendations And Results (Check applicable items): 1. Sewage System a. System(s) functioned properly at time of inspection and is adequate for the proposed use. b. System(s) is not adequate for the proposed use (explain and make recommendations in Section D below or attach a separate report). C. Other 2. Water Supply a. Water supply is adequate for proposed use (if private well, attach water analysis dated within one calendar year). b. Water supply is not adequate for proposed use (explain and make recommendations in Section D below or attach a separate report). C. Other D. Other Comments/Recommendations: SOF NE AFFIX DESIGN PROFESSIONAL'S SEAL H �,` D40 ®� w srr Sp n n Disclaimer: This inspection report indicaf�3� a Bpi condition of the private on-site subsurface sewage disposal system and water supply bad on recommended inspection procedures. The results of this inspection do not guarantee or warranty future performance. The recipient of this report should discuss any deficiencies found by this inspection with the individual who prepared the report. W WM-072(Rev.08/06) Page 2 of 2 ea5 � Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM col PROPERTY LOCATION: S,c,TX#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF 1 — STORM-WATER, GRADING, DRAINAGE AND EROSION CONTROL PLAN strict Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. ----------------------------------- Item Number: (NOTE: A Check Mark(4)for each Question is Required for a Complete Application) Yes No Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? Fl/ (This item will include all run-off created by site clearing and/or construction activities as well as all Site — Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? ///�This Item shall include all Proposed Grade Changes and Slopes Controlling Surfa Wt er- /� 3 Will thls.Project Require any Land Filling,Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? El 4 Will this Application Require Land Disturbing Activities Encompassing an Area In Excess of El ✓ Five Thousand(5,000)Square Feet of Ground Surface? — 5 Is there a Natural Water Course Running through the Site? ❑ / Is this Project within the Trustees jurisdiction or within One Hundred(100')feel of a Wetland or Beach? — 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to ElOne Hundred(100')of Horizontal Distance? — 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off F into and/or in the direction of a Town right-of-way? — $ Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of ❑ I// any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? ❑ V NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading, Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit! ---------------------------------------------------- EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required! ---------------------------------------------------- STATE OF NEW YORK, I COI UN-F'Y or. ....� S �- '&,.t.. ......... S That I, ...�.J.t; 1A.-V1lL.... Ql-. ............... beuzg duly sworn, deposes and says that he/she is the applicvit for Pemul, (Name of individual signing Document) And dial he/she is lie ....Q...ua. (Owner,Contractor,Agent,Corporale Officer,e(c.) Owner and/or representabN,e of tie Owner of Owner's,quid is duly audiorized to perform or have performed the said work and to make and file this application; that all sdatenienls contained in this application are t»e to the best of its luiowledge and belief;and that die work ivill be performed in (lie manner set forth in the application filed herewith. Sworn to before me 0)15, I .............. ......... ........ da),of.............. YL i Y 20.0.8� Notary Public: . .. ...... ... .... ..... ........ ...... .......... `'... WEDt....... f�lotary.Public,State,of ew York (slg lure of Applicant) FORM - 0 6107 I(lualified in Suffolk Coup. CoMmissi66101res,Sept.i29, SMITH DRIVE NORTH PIPE N•800 30'00°E. 99.50' PIPE 330.T2 32.$O' I 11 rn O I Ia O $ I i d 1M 0 1 ¢ O P 1040T eAr I � � ;II4.3' LOT WINDOW /:3D.0' 106 22.3' - I STY.FR. N \• 3 u HSE. Y, 21.0' �� lie' a'jC%:r, W p 30.3' ';•P t / o P/0 LOT. 9 104 3 z f2(" � e PIPE STOCKADE FENCE FEN W. S.800 30'00"W. 95.75' 2.r T'; LOT 115 LOT 114 AREA c 9, 762 SQFT. y � 0. CERTIFIED TO SUFNEY OF PROPERTY LAWYERS TITLE.INSURANCE CO. AT BAYSIDE FEDERAL SAVINGS LOAN ASSOCIATION J B wHY` ,I E` - OHN CAF2WAY v w JACOUELINE CARWAY TOWN OF SOUTHOLD SUFFOLK. COUNTY,. N.Y.. 1000 - 076 - 02 - 0.9 SCALE 1" = 30' -AUG. 12, 1988 VAUD SG M.Er�C It- In accordance with the minimum 9I standards far 111/0 surveys air established by the Ld.A:L.S and.approved and adopted / for such use by The Kew York Stale.'Land S. LIC. NO. 4961;8 T111e Assoclollon. der,'t� R3, P.C. (816js•�Tb�F� • P. IN B,Q '-• LOT NUµS*FRS REFER TO � ' MAP OF GOOSE..NECK MAIN ROAD FILED .NOV. 221 1046 IN THE OFFICE OF THE SUFFOLK SOUTHOLD, N.Y. 11971 COUNTY CLERK AS MAP NO: 1663 Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename:Untitled TITLE:caraway residence COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 03/10/08 DATE OF PLANS:march 10,2008 COMPLIANCE:Passes Maximum UA= 137 Your Home= 116 15.3%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 760 30.0 0.0 27 Wall 1:Wood Frame, 16"o.c. 904 13.0 0.0 69 Window 1: Wood Frame,Double Pane with Low-E 63 0.320 20 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or,specifications are in compliance with this Code. Builder/Designer a Date is +1 I MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release 1 c DATE:03/10/08 TITLE:caraway residence Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c.,R-13.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Wood Frame,Double Pane with Low-E,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R 8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools:. [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: { ] HVAC piping conveying fluids above 105 T or chilled fluids,below 55°F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2" Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) AULL Appl-imt( Date. Ownors Namc:..ZL- . Architect Date. Submitted: ' �} SCTM #: , l)is(rict: 1,000 Sec(ion: �(a Block: Project Subdivision " Plante: Sio k&I separate Required ccttlfcatiott: IYes f Nol RN 11cy. ` /6 'Lotting District: jut size: Actual' i (l of cuverage ^('•ri�pn�cd v Rcy. Rcq. Ilcy — (fromiW4 .tS Proposed:—y (Side Yard Proposed: ( (Rear Yard_ I'rol s d Project Description: ✓� c i4l1Ck��'l�JPerm!( REQUIRED FOR REVIEW N.A. N0 XES/ I�Iumber Suffolk County Health-Dept. N6w York State. D. R C. Town Trttstees `Z Town Zoaing Board approval: Town Planning Board approval: Flood.Pia o Bloyation?? Flood Zone: r ly A Vill/ kd�:nJ� A-0 ., .a, ...-.a . ..c. ..r-s s P <_ .,,..., .. • _ - n ___.__._ .. I .. x ... ,,, .w ..v a 4 a .«. ..-, , • _ a .. . v . , -.,. - r ... - .. -- +.. . < s, ++ .n v `• e-. .... ,. T .. . v. _ e -_ .". , ._. x_ v- i .. ., -. w e-.,... i -_ _ - •_. r c ... .v .- - -xv .• ., > x - .. .., • .. - .. .•• s - _ - .._ .. �,.. e.s . ,a war•:.,fix-. .'.-. x'.r c _ .e _rv.v + y .r. . -" .. ., • v . - � .n+' .i'.f '� n 11 71 -. 77 _ _ _ _ ._e- _ . - ._ ._ _. rw"7 L NOTES • ��N �� i General 'Notes � L15T GENERAL NOTE5 5MITH DRIVE NOITTH ; 1 i I . THE CONTRACTOR SHALL REMOVE, RELOCATE, 'EXTEND AND INSTALL ALL EXISTING S.ALL STEEL REINFORCING INDICATED SHALL CONFORM TO A5TM AG 15, GRADE 5. •I AND NEW PLUMBING, ELECTRICAL, AND HEATING (EQUIPMENT A5 SHOWN OR NOTED ON ALL STEEL COLUMNS SHAD HAVE A SHOP APPLIED RUST INHIBITERTREATMENT.AND GEOGRAPHIC DESIGN CRITERIA of: THE PLANS AND IN STRICT COMPLIANCE WITH THIS STATE, FEDERAL AND LOCAL G. ALL STRUCTURAL STEEL CONNECTIONS SHALL BE WELDED, UNLESS OTHERWISE GROUND SNOW LOAD 20 PSF NOTED. ALL WELDING SHALL CONFORM TO THE CURRENT AW5 SPECIFICATIONS. t I CODE5/REGULATION5. N 80° 30' 00" E 99.5' 4 i 2. ALL WORK SHALL BE 1N COMPLIANCE WITH THE NEW YOM STATE RESIDENTIAL CODE 7. ALL STANDARD PIPE COLUMNS ARE TO HAVE A Fy OF 3G KSI. WIND SPEED 3 SECOND GUST 12OMPH _ I 1 AND ALL OTHER APPLICABLE CODES AND REGULATFION5. 8. THE STRUCTURE FOR THIS PROJECT HAS BEEN DESIGNED AND REVIEWED BY SEISMIC DESIGN CATEGORY N / A +� - WING5 3. UNLE55 SPECIFICALLY NOTED OTHERWISE THE CONTRACTOR SHALL PROVIDE FOR PETER TA.UBERER P.E. SUBJECT TO DAMAGE BY: 330 72 ,I I s AND COORDINATE ALL LABOR; MATERIALS, EQUIPMENT TOOLS,MACHINERY AND OTHER 9 DE51GN LOAD5 (IN POUNDS PER 5QUARE FOOT) \ FACILITIES AND SERVICES NECESSARY FOR THE (PROPER EXECUTION OF THE WORK. AREA LIVE LOAD DEAD LOAD rTOTAL LOAD WEATHERING SEVERE +i in' PROPOSED I _ FIP5T FLUOR 20 10 50 „ M, SECOND FLOOR I I GENERAL 4. THE CONRACTOR 5HALL BE RESPONSIBLE TO'THE OWNER FOR THE ACT5 AND FROST LINE DEPTH 3C - k OMISSIONS OF ALL H15 EMPLOYEES AND 5UB-CONTRACTORS, THEIR AGENT5 AND SECOND FLOOR \ m� In, ' EMPLOYEE5 AND ALL OTHER PERSON PERFORM INIG ANY OF THE WORK IN STRICT LIVING 40 10 50 TERMITE HEAVY C) �; _ ADDITION CONTRACT DOCUMENTS.' SLEEPING 30 10 4b \ - , ,z'`' Ex r"' 'I �� I o ; N OTE5 51TE PLAN AND ACCORDANCE TO THESE CO DECAY SLIGHT TO MODERATE • -; y,r 3F �5 ,F� 1 ATTIC - _ I 5. THE CONTRACTOR 5HALL PROTECT ALL EX15TIING CONSTRUCTION AND SITE FEATURES ,;, ;;j,; Ed ST;V G 0 . ( z Q AS WELL AS ADJOINING PROPERTIES FROM DAMAGE DURING THE CONSTRUCTION NO STORAGE I 0 I O 20 WINTER DESIGN TEMP. I I �-- �,;%'; FAv Ib 3b � \ N;;: :: . ,; :���r X !! ZONING IN OR fHE SATISFACTION OF THE OWNER AND STORAGE 20 ( / - ~" M ATI O N PERIOD. ANY DAMAGE 5HALL BE REMEDIED TOT ICE UNDERLAYMENT REQUIRED YES C / / _ SSG.; j;;','ii,; 2r FX'S•^nG� lLJ AT THE EXPENCE OF THE CONTRACTOR. DECKS 40 I O 50 U \ 0 "%" -~ ROOFS 45 10 55 0 ' ' ,!%;j?s , �c'�-iNr., I I I 3 G. THE CONTRACTOR 5HALL VISIT THE 51TE TO F;AMIUARIZE HIMSELF WITH ALL FLOOD HAZARD �/ r N TO DETERMINE THE [EXTENT OF ALL FACILITIES AND O I CONDITIONS THEREON AND '� \ �^ ?� ' " ' _ FO U N DATI O N lu RVI 5 REQUIRED TO PREFORM THE WORK IN STRICT CONFORMANCE TO THESE �; f,„_-,tie, i 3- I O�, I I i SE CE � 2 5-I I �, � O , I ! CARPENTRY m m { DOCUMENTS. f i 7, DURING THE COURSE OF THE WORK THE CONTRACTOR 5HALL REGULARLY REMOVE 1 . ALL FLOOR J015T UNDER PART{TIONS RUNNING PARALLEL TO THE JOIST. ° z! ° PLAN , S ECO�1 D FLOOR I I IN THE EVENT THAT THE J015T ARE SEPARATED TO ALLOW FOR THE INSTALLATION - ` i j ' ALL UNUSED MATERIAL, RUBBISH AND DEBRIS FROM THE PROPERTY,THE SITE AND THE /� PREM15E5 5HALL BE KEPT CLEAN, NEAT AND ORDERLY TO THE SATISFACTION OF THE OF PIPING OR VENTS THEN THE JOIST ARE TO BE BLOCKED WITH BLOCKING NOT \ z i _ m _ _ _ (n I p LAN , ROOF PLAN I i OWNER. LE55 THAN 2 INCHES THICK AND SPACED NOT MORE THAN FOUR FEET ON CENTER. 8. THE CONTRACTOR 5HALL VERIFY ALL DIMEN50ON5 AND REPORT ANY DISCREPANCIES 2. ALL J0I5T, BEAM5 OR GIRDERS 5HALL HAVE NOT LE55 THAN ONE AND A HALF M IN WRITTING TO THE ARCHITECT PRIOR TO.THE E)XECU51ON OF THE WORK. INCHES OF BEARING ON WOOD AND 3 INCHES OF BEARING ON MASONRY UNLESS S 800 30' OO° W 95.75' ! /� ENOf D. i{ A-� FIRST FLOOR 9. AREA5 OF THE RESIDENCE NOT AFFECTED BY'THE CONSTRUCTION SHALL BE 5AFED OTHERWI 5 E 1 OFF FROM OUST AND CON51"RUCTIONDEBRI5,THE CONTRACTOR 15 P.E5PON5IBLETO 3. DRAFT5T0P5 5HALL BE INSTALLED IN ALL CONCEALED SPACES 50 A5 THE AREA ` T CONSTRUCTION AREA AT THE END (OF THE WORK DAY OR IF NO WORKERS OF THE SPACE DOE5 NOT EXCEED ONE THOUSAND SQUARE FEET. PROJECT { 5ECURE HE j ARE ON THE 51TE TO PREVENT ANY UNAUTHORIZED PERSONNEL FROM ENTERING THE 4. PROVIDE FIREBLOCKING5 PER SECTION KG02 A .8 OF THE NEW YOM STATE PLAN , S ECTI c0 N , i NORTH I WORK AREA. ALL 5AFETY STANDARDS DICTATED BY 05HA SHALL BE ADHEARED TO. RESIDENTIAL CODE. 10. THE CONTRACTOR 5HALL OBTAIN ALL APPROVALS AND PERMIT5AND PAY ALL FEE5 5. ALL INTERIOR BEARING WALLS 5HALL BE CATTED. P LU M B I N G TO THE GOVERNING ATHORITIE5 HAVING JURISD)IGTION OVER THE WORD.. C. ALL EXTERIOR WALL5 SHALL HAVE THE SHEATHING EDGES BLOCKED WITH 2X45 1 1 1 . THE CONTRACTOR SHALL GAURENTEE ALL MATERIAL5 AND WORKMANSHIP FOR A AT THE EDGES RUNNING HORIZONTALLY. IN THE EVENT THAT THE WALL SHEATHING MINIMUM OF ONE YEAR AFTER THE CERTIFICATE OF OCCUPANCY 15 155UED. THE 15 FULL HEIGHT THEN THE WALL5 ARE TO BE GAITED. H COMPLY WITH PRODUCT STANDARD P-I "SOFTWOOD A-4 ELEVATIONS CONTRACTOR 5HALL PROVIDE THE OWNER A 201 YEAR GUARENTEE ON THE ROOFING 7. ALL PLYWOOD 5HALL C PLOT PLAN MATERIALS. . PLYWOCD CONSTRUCTION t INDUSTRIAL" AND 5HALL BE IDENTIFIED BY THE APA r I } I I 12. DO NOT SCALE THE DRAWING5 WRITTEN DINNEN51ON5 5UPERCEDE SCALED GRADE TRADEMARK. UNDERWREQUIR IiTI (;ALE 1 ; 8. ALL ROOF AND EXTERIOR WALL PLYWOOD 5HALL BE EXPOSURE I RATED. SCALE I '-%32' REQUIRE A HIGH WIND DIMENSIONS. 13..5TEPHEN 51WIN5Ki ARCHITECT HAS NOT BEEN RETAINED TO SUPERVISE 9. FURNISH AND iN5TALL ALL TRIM A5 SELECTED BY THE OWNER. ADMINISTER OR PERFORM CODE ENFORCEMNT IDUTIE5 FOR THE WORK INDICATED ON 10. FURNISH AND INSTALL CLOSET POLES AND SHELVES IN CLOSETS. { -- THESE DRAWINGS. 1 1 . FURNISH AND INSTALL FIVE WOOD SHELVES IN THE PANTRY AND LINEN NOTES DE51GN DETAILS j 14. A5 A MATTER OF RECORD THE ARCHITECT 15 NOT RESPONSIBLE FOR ANY CLOSETS. I . THE INFORMATION ON THIS PLOT PLAN WAS TAKEN FROM I rj CONDITIONS THAT ARE NOT READILY SEEN AND,ARE HIDDEN FROM VIEW, THE 12. REPLACE FINISHED SURFACES WHERE WORK HAS BEEN REMOVED AND EXTEND A SURVEY PREPARED BY PLUMB a CONTRACTOR SHALL FIELD VERIFY ALL EX15TING CONDITIONS AND REPORT ANY FINISHES AT NEW WORK TO MATCH EXISTING. ALL PLUMBING VI +S 1 DISCREPANCIES ON THE DRAWING5 TO THE ARCHITECT IN WRITING. 1 3. WALL AND CEILINGS TO BE HALF INCH 5HEETROCK UNLESS OTHERWISE NOTED. JOHN METZGER I I 15. ANY GRANGES TO THESE DRAWINGS WITHOWT WRITTEN CONSENT OF THE 14. 5HEETROCK WALLS SHALL HAVE CORNERS REINFORCED WITH METAL CORNER P.O. BOX 909 &WATER LINES EE TESTING BEFORE C /E ING ARCHITECT IS NOT THE RESPONSIBILITY OF THE ARCHITECT. ALL JOI5T5 SHALL BE TAPED AND RECIEVE THREE COAT5 OF SPACKLING MAIN ROAD I G. AS A MATTER OF RECORD THE ARCHITECT 15 NOT RESPONSIBLE FOR ANY EXISTING COMPOUr!� SANDED TO A SMOOTH FINISH. WHERE EXISTING PLASTER AND NEW SOUTHHOLD, N.Y, 11971 p�UMB 1 I SHEETROCr.MEET, THE NEW MATERIAL SHALL BE MADE FLUSH WITH THE EXISTING LIC#049G 18 ON�EAD R CERT� �C 71ON ° CONSTRUCTION, NOR IS HE RESPONSIBLE FOR DISCOVERY, PRESENCE, HANDLING, CE• CO/I/TEN REMOVAL, DISPOSAL OR EXPOSURE OfPER50N.5TO HAZARD05 MATERIALS IN ANY FINISH. PROVIDED BY THE OWNER OF THE PROPERTY. RT�F�CATEOF B FORE AP PR AT THE PROJECT INCLUDING BUT NOT LIM11TED TO ASBESTOS, LEAD PAINT OR 15. WHERE:A NEW FLOOR AND AN EX15TING FLOOR MEET THE FINISHED 5URFACE5 5HALL ALIGN. _ SOL p � -gNCY r'PP VEQ �.S NOTED OTHER TOXIC MATERIALS: 1 G, ALL CERAMIC AND STONE TILED WALL SURFACES SHALL HAVE DUROCK p dd (� 17. SITE ENGINEERING AND ALL MECHANICAL, PLUMBING, AND ELECTRICAL USEp�N vA`'- DATE: d� f;.P.#. � ` BACKER 50NRD IN5TALLED A5 PER MANUFACTURE5 SPECIFICATIONS. ZONING I N I=ORM ATI ON EXCSUPPL YSYSTEjI,I �� ENGINEERINGARE NOT INCLUDE IN THE PP.EPARATFION OF THESE PLAN5. I {{ 4 1 7. UNLE55 OTHERWISE NOTED ALL CERAMIC TILE AND STONE TILE FLOOR A 9 18. NOTHING 1N THESE DRAWINGS SHALL BE CONSTRUED TO CREATE A CONTRACTURAL PROPERTY IS LOCATED IN THE INCORPORATED Ep��a OF yo ✓OT FEE' I RELATIONSHIP OF ANY KIND WITH THE CONTRACTFOP,. SHALL BE SET IN MUD. „ 4p. NOTIFY BIL'I L' C "j4 ^•18. PROVIDE AND INSTALL ALL HARDWARE A5 SELECTED BY THE OWNER. TOWN OF SOUTHOLD, N.Y. R-20 DISTRICT ; 765-1802 8 AM TO 4 P1.41 FOR TH 1 19. ALL INTERIOR HEADERS 5HALL BE (2)2X8'5 UNLESS OTHERWISE ITEM REQ'D EXISTING PROPOSED FOLLCiiiii INISPECTIONS: ± I NOTED. LOT AREA <20,000 S.F. 97G3 S.F. NO CHANGE DEMOLITION 20. ALL MIGROLAM SHALL B FOR POE A5 MANUFACTURED BY TRUSS J015T WITH 1. FOU'Pci,.U F"C: I j AN E OF 1 ,900,000 P51. TJI'S 5HALL BE MAUNFACTURED BY HEIGHT 24.1 CT 27,5' + It: WEYERHAEU5ER, TRU5 JO15T. I . DEMOLISH EXISTING CONSTRUCTION AS INDICATED ON'THE PLANS. DEMOLITION 5ETBACK5 2. ROUGH - FRAM;,,._; 'LUi!311W;x IT MINIMUM ACCUMULATION OF DEBRIS ON THE SITE. 2 1 .ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE TREATED WITH AN ALL CONST?I ' , 5HALL BE DONE WITH A FRONT 35' 35.33' 38.9' + �• I! �(-L 3. INSULAT+JIv MEET Tr!E ;'....: � ;;OF THE 4. FINAL - C0N;;TF,U�C T ICN MUST SIDE MIN. 1 0' 13.83' NO CHANGE t ANTI TERMITE SOLUTION. ALL METAL IN CONTACT WITH TREATED LUMBER I' BE COMPLETE 2. ALL SALVAGEABLE MATERIALS, FIXTURES ANID EQUIPMENT SHAM REMAIN ON THE CODES OF I��Y vi i STATE. 1 5HALL BE DDOUBLE DIPPED HOT GALVANIZED OR 5TAINLE55 STEEL. TOTAL 25 39,75 NO CHANGE I PROPERTY AND DISPOSED OF AT THE DIRECTION OF THE OWNER. 1 3. THE CONTRACTOR 5HALL ORDER AND HAVE /A SITE UTILITY MARKOUT PRIOR TO ANY 22. ALL GLAZING IN DOORS DESCRIBED IN SECTION P308.4 OF THE NEW REAR 35' 34.83' 35' I ALL CONSTtRUCTION SHALL (,!EMT RE F i i YORK STATE RESIDENTIAL CODE 5HALL BE SAFETY GLAZED AND SHALL LOT COVERAGE 20% 19.G% NO CHANGE �ERTIFt �T �,N OF. REQUIREMENTS OF THE c, ��ES OF W WORK PERFORMED. THUS BE IDENTIFIED, NAILING & C N ECTIONS YORK STAVE. NOT RESPONSIBLE R � CONCRETE, 22. ALL INTERIOR DOOR5 SHALL BE MA50NITE PALAZZO CAPRI 2 PANEL NOTE THIS PROJECT IS FOR A SECOND FLOOR REQ R DESIGN OR CONSTRUCTION ERR a SQUARE TOP SMOOTH INTERIOR DOOR5 RETAIN STORM 11G'ATE!'t RISP OFF ' tI i 23 ALL WINDOWS (UNLESS OTHERWISE NOTED) SHALL BE A5 ADDITION TO AN EXISTING ONE FAMILY, 2 1236 1 . FIELD VERIFY ALL DIMENSIONS PRIOP TO PLACING CONCRETE. { ' MANUFACTURED BE ANDERSEN WINDOWS � PURStlANT TO C�'.;,r ` I 2. ALL CONCRETE WORK 5HALL CONFORM TO TIRE ACI STANDARD REFERANCE NUMBER I 3 18-99 FOR STRUCTURAL CONCRETE OP,ACI 553-99/A5CE 5-99/TM5 402-99 24 SUPPLY AND INSTALL CLOSET POLE5 AND SHELVING 1N ALL CLOSETS BEDROOM RESIDENCE. THE ADDITION INCREASED OF THE TOWN CODE. } I MA50NFY5TRUCTURE5. A5 DIRECTED BY THE OWNER THE NUMBER OF BEDROOMS BY ONE AND THE 3. ALL CONCRETE 5HALL HAVE A MINIMUM COMAPRESSIVE STRENGTH OF 3D00 PSI NUMBER OF BATHROOMS BY ONE i j I WITHIN 28 DAYS. 5LAB5 EXPOSED TO THE WEA'iTHER 5HALL HAVE A CONCRETE I d i STRENGTH OF 3500 P51 WITHIN 28 DAY5. MOISTURE t THERMAL PROTECTION OV(/�`CL., a R-r GEN N . REV I'i A MINIMUM OF 2 TONS PER SQUARE. I . ASPHALT ROOF SHINGLES 5HALL BE OWENS CORNING FIBERGLASS t ��-+- t =�, r 8I 15 ' FOOT BEARING CAPACITY AND THE SOIL 5HALL(HAVE A MATERIAL CLASSIFICATION OF ROOF SHINGLES, THREE tAB STRIP AS SELECTED BY THE OWNER FASTEN I j K t.,I 6- L t A t -'t ' 4. FOOTINGS 5HALL BEAR ON VIRGIN SOIL WIT I I 5AND, 51LTY SAND, CLAYEY SAND, SILTY GRAVEEL OR CLAYEY GRAVEL 5HINGLE5 WITH 51X 1 2 GAGE (MINIMUM) ROOFING NAIL5 LONG ENOUGH _ f 5.ALL STEEL REINFORCING INDICATED 5HALL CONFORM TO A5TM AG 15, GRADE TO PENETRATE THE ROOF AT LEAST THREE QUARTERS OF AN INCH. �' I � ►� p '^ � Revision/Issue Date 4 1 GO. THE WELDED WIPE MESH SHALL CONFORM TO A5TM 185 2. THE ROOFING AND 51DING UNDERLAYMENT 5HALL BE 15 1 BUILDING f�P NG ECENTERED UNDERCOLUMNS/PIERSUNLE5S FELT. G. COLUMN/PIER FOOT( 5HALL B OF OCP� C'I� CH DIAMETER ANC OTHERWISE NOTED 3. GATT INSULATION 5HALL BE IN5TALLED IN A MANNER THAT PROVIDES 7. FLOOR SLABS SHALL HAVE A SMOOTH STEEL-TROWEL,FINI5H. CONTINUITY OF THEW INSULATION AT THE PLATE UNE5 AND CORNER5. 8. COLUMNS 5HALL BE ANCHORED WITH TWO HALF-IN Firm Name and Address OR 4. BATT INSULATION SHALL HAVE A VAPOR BARRIER FACING THE WINTER STEP H EN I WI NS KI H '' ; BOLTS WITH A MINIMUM EIGHT-INCH EMBEDMEINT WITH A THREE-INCH HOOK WARM 51DE OF THE SPACE. ARCHITECT PLACED AT FIVE AND A HALF INCHES ON CENTER:. 5. USE WATERPROOF MEMBRANE FLASHING OVER ALL WINDOWS AND 9. ALL STEPPED FOOTINGS 5HALL HAVE A FLAT'TOP AND BOTTOM, LEVEL AND DOORS. USE COPPER FLASHING AT ALL THE CHIMNEY AND ROOF 135 EM Opp I�,Y ROAD ' TRUE TO INSURE MAXIMUM BEARING AND 5HALIL BE STEPPED AT A 1 :2 SLOPE JUNCTIONS. I MAXIMUM, MAINTAIN THE THICKNESS INDICATEID ON THE DRAWING5 AT ALL TIMES. G. USE COPPER FLASHING AT ALL THE CHIMNEY AND ROOF JUNCTION. 5 10. ALL FOUNDATION 51LL PLATES SHALL REST ON A COPPERTERMITE SHIELD, AND 7. EXTERIOR JOINTS AROUND WINDOWS AND EXTERIOR DOOR FRAM M I N EOLA N .Y. 11 01 i THE ENTIRE PLATE 15 TO BEAR ON THE FOUNDAITION WALL. ALL SILL PLATE5 ARE TO OPENINGS, WALLS AND ROOF CEILINGS AND BETWEEN WALL PANELS, BE TREATED TO RESIST TERMITE DAMAGE. PENITKATION5 FOR UTILITIES SERVICES AND ALL OTHER5UCH OPENINGS (5 16) 74 / - 1 368 i 1 4 . ALL ANCHOR BOLTS ARE TO BE STAINLESS STEEL OR DOUBLE DIPPED HOT IN THE BUILDING SHALL BE GA5KETED, CAULKED, WEATHER5TPJPPED OR GALVANIZED, FIVE-EIGHTS DIAMETER AND HAVE:A MINIMUM EMBEDMENT OF OTHERWISE SEALED. 7-INCHE5, SPACE BOLTS A5 INDICATED ON THE PLAN5, AND A MINIMUM OF SIX 8. ALL EXTERIOR SIDING NOT NOTED ON THE PLANS SHALL BE SELECTED INCHE5 TO A MAXIMUM OF 1 2-INCHES FROM ALL PLATE END5 AND A MAXIMUM OF BY THE OWNER. 12-INCHE5 FROM THE CORNERS, 9. THE OWNER 5HALL SELECT ALL COLORS PERTAINING TO THE 51DING NOT Project Name and Address i NOTED ON THE PLANS. I, ADDITIONS 10. PROVIDE ALUMINUM GUTTER5 AND LEADER5. ALL GUTTERS ARE TO BE j 5TRUCTURAL 5EAMLE55. TO TH E i II 1 . ALL STRUCTURAL LUMBER INCLUDING STUDS SHALL BE DOUGLA5 FIR-LARCH 1 1 . PROVIDE AN ALTERNATE PRICE FOR SIDING THE ENTIRE HOU5E WITH NUMBER TWO OR BETTER WITH A Fib, OF 875 FOR5ECTION5 TWO INCHE5 AND . HARDIPLANr,A5 MANUFACTURED BY JAME5 HARDIE 51DING PRODUCTS. I CARAWAY , RESIDENCE WIDER WITH A MODULUS OF ELASTICITY OF I,C 00 000 A5 PER THE 1995 EDITION I' { IIt 135E SMITH DR(VE NORTH OF THE WOOD FRAME CONSTRUCTION MANUAL, HIGH WIND EDITION. } I 2. PROVIDE HEADERS A5 FOLLOWS (UNLE55OT`HERWI5E NOTED) Ij SOUTHOLD, IN.Y. 1 1971 I OPENING 517E (UP TO) HEADER 51ZE NUMBER OF JACK STUDS 5EC. BLOCK LOT P/0104 it 105 4 FEET WIDE (2) 2X8'5 2 r:.. 5 FEET WIDE (2) 2X I CY55 2 G FEET WIDE (2) 2X 125 3 3. PROVIDE SOLID DRIDGI'NG AT MID5PAN AT EIGHT FEET ON CENTER t,� '��! �C; (� Project Sheet Sheet 1 , 4. ALL STRUCTURAL STEEL (EXCEPT WIDE FLANGE SHAPES)5HALL BE A-3G STEEL, 0✓ 1 N HAPE5 5HALL BE A5TM A992 GRADE 50 � I AND BOLTS A 325. ALL WIDE FLANGE 5 _ STEEL Oat snow I Q, e 5-25-07 } i! i ScateA5 NOTED OF 5 i raw '9 a ..,_ _,...,„,-,.... . ..,. _.. "--,-' a7+,t•-.-wos.n.�.q,r .,.n..,,r _ • ._-_-__. ,_.___ -._-_....._.. _ _. �.. ,- � _.. ..__ .. .. - .... _ _._... _ wr - ... __ _,. �. ., _,_ _ _ _ 7,-.__ _. .,. ..... x _._._,__. .... _..._ ._. ,. _. _..... ..., - I J` General Notes I I • Q QQ ! 2'-3" ' L15T ✓i—411 , 8'-911 , ' I FINISH NOTES ` REMOVE EXISTING Ex.15TING CRAWL I N I CHIMNE I LINE OF EXISTIrG I N MASTER BATHROOM SPACE ACCE55 STAIR0 I LL WALL BELOW. CERAMIC TILES SET IN MUD BASE i 1 TW I$3 10 / CX I q I WALLS- CERAMIC TILES ON DURORCGCK BASE FIXTURES; PROVIDE ALLOWANCE I I WC DR' (2) 2X8 HDR. �-- SECOtID FLOOR COMMON BATHROOM I DRAwl"N' G5 FLOOR- CERAMIC TILES SET Ill MUD BASE WALLS- CERAMIC TILES WAINSCOTT ON DUROROCK BASE PROPOSED 2'-4'XG'-8"DR FIXTURESUPROVIDE ALLOWANCELL HEIGMT AT ® �- — , _ ll ° PROP. BEDROOM CLOS. i GENERAL N THRU-OUT - . PROP. T i;p ALL NEW HARDROOW FLOORS A5 SELECTED AND DIRECTED BY OWNER i BATH I ! NOTES 51TE PLAN AND. N U N DRY a� _ t=(l I EXISTING EXISTING j. -� 4 6-8 ! 2 _ - CRAWL CRAWL f ZONING ;INFORMATION L o 5.D 411 CL05. , SPACE SPACE N A - 2 FOUNDATION 3 _ PLAN , SECOND - FLOOR O oC N I 2'-G"XG'-8"DR HALF WALL— I N HALLWAY -' I N N f m z N PLAN, ROOF 'PLAN i\OOP N o _� 1� �D I --EXISTING 8'XI G"PIER U Y- S.D N 5c N BELOW o o I ° 1" ���-� — �_ — A-3 FI RST FLOOR• !` � 5•D � -� i REMOVE N �; /�� �,' - FxISTtrJG (3) 2X8 6EAM 1 , N ch M�; PROPOSED — � l PLAN , SECTION , — BEDROOM PLUMBING PROPOSED Y HOME OFFICE A ' 41 ELEVATIONS 3, 4 15-9 I 4 10-3 A-5 HIGH WIND a s w FOUNDATION FOR (\I 4 N EXISTING CHIMNEY I 4 # � 1 (2) 2X4 P05T T j DESIGN DETAILS r LOIN WALL (2) 2X8 HDR. LC>lN WALL (2) 2X8 HDR. LOW WALL I TW18310 CWX145 TWI5310 I TW2G310 ( i 3 4 4-4 NEW ROOF OVER r � --�,, CELLAR/FOUNDATION FLOCP� PLAN f B_Dc. I I ! I I F�DrAn�Acfl,A�T —EXISTING CHIMNEY ROOF AND Ae 'I _ SCALE%q I' - ° FOUNDATION NOTES 4'-4" 3'-3" C I I I. CONTRACTOR 15 TO FIELD VERIFY THAT THE EX15TPIG COt1CRE7E BLOCK WALL REST ON A I G"WIDE X 8" PROJECT NORTH HIGH POURED CONCRERE FOOTING AND THAT ALL 2 METAL CRICKET THE CELLS OF THE BLOCK ARE FILLED WITH GROUT. PROPOSED SECOND FLOOR PLAN 2. 1N THE REHO THAT THE CENTSAC THE R FOUNDATION WALL ARE HOLLOW THE COrJTRACTOR,15 TO INJECT , GROUT INTO THE EtITIRE VOID. SCALE Y4 -011 o t og PROJECT NORTH cv i . WALL \Ew 2X t 2 RIDGE 1 15 GEN . REV. a/ EXISTING ! No. Reviisian/Issue Date DEMOLISH I ri n Name end Address STEPHEN 51WINSKI NEW x ' 41 o i ARCH ITECT 135 R ROAD , . � g �. , MINEOLA N .Y. 1 1501 x F� , N i - I (5 1 G) 74'7- 13G8 SYMBOLS I ° Y tu cF Nuu — I t 00 M FA i t ' LINE OF NEW N � I ! Project Name and Address INTERIOR WALL. �_.. N _ G SMOKE DETECTOR I� ' {2x8 CJc 16"O.C. 2x8 ec iG"O.Gi. -- I / nv --- 4�7 I 'ADDITIONS ' 11 CARBON MONOXIDE LINE OF r1Ew ROOF F.AFTER.S / c J N - (/D''� ROOF RAFTERS •�• � - TI.J' THE i i C,D DETECTOR EXTERIOR,WALL. — j , CARAWAY • � HOLDOb'VtJ RESIDENCE . CONTINUE VALLEY RAFTERS RETURN FULL HEIGHT WATTS / 2x8 � 1 G.O,C. I I ; 1350 SMITH DRIVE NORTH DOWN TO OUTSIDE WALL, �L TO INTERIOR WALL. �- i RAFTERS TO REAP,OVER . I ROO1)F RAFTERS i , SOUTHOLD, .N.Y. .I 1971 I EXISTING WALL. SEC. BLOCK LOT P/O 104 t 1010 ROOF FRAMING PLANIN w = I SCALE jQ��- ! '-0" • w� � �, .�� I Protect OS 1 7 Sheet � i Dote f _2 '■"" GJ�I C PROJECTNOI;TH * '�Y V 3-07 �+ •� Scale ca e ! , Y AS NOTED Q 5 _•_. _ _ _ _._ _ _ _ w I i General Hates E RIDGE VENT a i I F G06�O.C. 2XI2 RIDGE LIST TIE @ k G I12 DOUBLE _ ROOF A OF JOIST UNDER THE ARCHITECTURAL GRADE CONSTRUCTION: NEW SECOND �-- FLOOR BATHROCM 12 SHINGLES ON 1 5# FELT ON Y?" ATTICEXPOSURE 90 PLYWOOD ON NEW DRAWING5 REMOVE EXISTING R-30 GATT I G ROOF RAFTERS 1 EXISTING CHIMNEY i ItJSULATIOIJ FIELD VERIFY FIELD VERIFY FIELD VERIFY A GENERAL DECK e (2) 2X8 HDR,5 (2) 2XG HDR5 (2) 2X8 HDRS �.� �(212x.4ft. (2)2x4 PL. ~` 2X4 FASCIA BOAADPPOPOSEDPROPOSED y"GYPSUM BOARD12"VENTED SOFFIT 2d. FLR• NOTE we (2)2x4 BEDROOM FIN. CEILIFJG S SITE PLAN AND J NEW EXTERIOR WALL CONSTRUCTION: I ZONING L II NEW INTERIOR WALL CONSTRUCTION: _�FELT O Y2" EXPOSURE NEW VINYL 5!DING J 90 PLYWOODG i i N FO RM AT I O N O O 0 " C LOS. L C ON 2X4 5T I " 00 EXIS E IST• PROP. GYPSUM BOARD EA55H 5 DIEH Y" G OS• i BATT INSULATION 6 O.C. W!R 13 • �2 TI-1 ® Q d" PLYWOOD I A— 2 FO U N DAT REMOVE WINDOW AND INSTALL KITC EN V 1 1 1 CLOS• W = HARDWOOD FLOORING ON BLDG. FIRE5TOPPING STEP NEW CONSTRUCTION ON NEW PATIO DOOR IN EXISTING j > co PAPER OVER%'TtG PLYWOOD @ 8' O.C. BACK 2". CAP OFFSET WITH P I,OPOSED I Q� �j r p OPENING PATCH/EXTEND J l ,-4° 4N 4'-2" o N f—5UBFLOOR ON NEW FLOORJ015T ALUMINUM FLASHING A 21,FIN,1FLOOR PLAN , `�ECON D FLOOK PROP., _ s REQUIRED. CENTER D L v OPENING. BATH � \ PLAN — { (2) 2'-G"X G'-8"FR, DR \ i d s r'ET: 2'-6"XG'-8"POCKET DP x_ _-rJ /� I _ EXISTIIJG WALL � I REMOVE EXISTING j I�(s1t EXISTING t A-3fIKST FLOOIrc� t ka) 2XI2 I d (2) 2X8 N ( I CONSTRUCTION SIDING AND INSTALL NEW FIN. CLG ` 2-6'7CG'-8"DR •� HDR. HDR. NEW I I I i VINYL SIDING S.D C.D I rJEW ' (3) 2X6 ROOF ' EXISTING PROP. PLAN , SECTION , d � j \ HEADER, UPSET CLOS. �J \ LOCATE HEADER III BEDROOM I PLUMBING I. ROOF I(2) 2X10 HDR. I INSTALL NEW GAS FIRED S• j I ( CONSTRUCTION 50 V.I.F.I EXISTING N AS TO ACEPT DOOR I DIRECT VENT FIREPLACE WITH O DEMOLISH EXTERNALSUPPLYOF ' > = I I et. FLR. A ELEVATIONS } UNIT _ EXISTING WALLS �, i I EX15TIlAG _ EXISTING _ o COMBUSTABLE AIR Q AS SHOWN o � + � I I ' Ir— (3) 2XG ROOF—•-{ CQ I t`_ O O w j — — — I ; I FN, FLR, GARAGE - RAFTERS _ Ua , r p _ ( " ° I _ I A- 5 HIGH t�/IND 0 g EXISTING U) EXISTING ° N -- - — ' --� — _-1 —_- -- _ _GRADE EXISTING RIDGE I N `_r I p j BEDROOM DINING � C i �n ''� EXISTING FOOTING FOUNDATION I DESIGN DETAILS WALL TO REMAIN FIELD VERIFY 3G" I I ROOM j I L BELOW GRADE DEPTH, AND FOORING EXISTING , �_� 51ZE MIN. 8"HIGH X I G"WIDE f 11 LIVING NEW STAIR AND ROOM PLATFORM F FIELD VERIFY REPLACE EXIST, BUILDING SECTION (2) 2X10 HDR WINDOW n / TW244G TW244G-TW244G TW 2442 SCALE%4' V \ FIELD VERIFY / REMOVE WINDOW Ar1D (2) 2X8 HDRS = REPLACF EX1 T. \IEW PrJG. INSTALL NEW WINDOW PJ Y (2) X8 HDP, REPLACE EXIST, r - ` WINDOW WINDOW EXISTING OPENING d \ PATCH/EXTEND AS REQUIRED Rcoo��1 4"V.T.R. ROOF I 4"V.T.R. TW 2442 TW 2442 TW 2442 T I � ( I I EQL. EQL. covMoti_HnTn I 1 2" 1 112" 1 1/2° I, �' FIRST FLOOD PLAN I WATER I I SCALE Y4"_ 1 '-0" BATH TUB I SECOND FLOOR 1 1/2" Ifl I 4 1 2" 2" I PROJECT NORTH r, — Mas'e�anrn " J 112 r t 4" 4 WATER I' CLOSET • �" ! �/ �� `+ ' FIRST FLOOR I 112° SHOWER WALL KEY { 2" 2„ ". EXI5TING GEN . REV. 8/15 4' No. Revision/Issue Oate DEMOLISH ( CONNECT TO EXISTING SANITARY SYSTEM I I 4" J ° NEW $ Firm Name and Address 1 STEPHEN SIWINSKI PLUMBING 5CHEMATIC PLUMBING NOTES . ARCHITECT I ALL PLUMBING INSTALLATIONS SHALL CONFORM TO STATE AND LOCAL BUILDING CODES AND ALL NO SCALE AGENCIES HAVING JURISDICTION. 1 35 ' EMORY ROAD 2.5UPPLY AND INSTALL SHUT-OFF VALVES, WHTH CROME FINISH, ON NOT AND COLD WATER LINES AT M I NEOLA, N .Y. 150 1 'SYMBOL5 E ACH PLUMBING FIXTURE. 3 a 3. HOT AND COLD PIPING ABOVE GROUND SHALL BE TYPE 'L'. BELOW GROUND TPYE 'K' COPPER IS TO (5 1 G) 747' 1368 '© 100 CFM FAN BE USED. 6 Q snloKE DETECTOR 4. ALL HOT AND COLD WATER PIPING SHALL BE WRAPPED WITH 314" FIBERGLASS PIPE INSULATION AND R FORMED FIBERGLASS FOR FITTINGS Project Name and Address I C.D CARBON MONOXIDE 5. SOIL, WASTE, AND VENT PIPING ABOVE GROUND SHALL BE AS PER LOCAL CODES, ADDITIONS ' I i DETECTOR G. PIPING SHALL BE CONCEALED WHEN PERM155ABLE. 1 n HOLDO'Nrl 7: PROVIDE CLEANOUT5 A5 REQUIRED. ALL CLEANOUT5 SHALL BE ACCESSIBLE TO THE 5. OWNER s 9. PPLUMBEROSHALLDO ALL NECESS RY EXCAVATING, BACKFILLING, CUTTING AND CARAWAY RESIDENCE PATCHING AS 1350 SMITH DRIVE: NORTH i p REQUIRED TO COMPLETE INSTALLATION. p 10. ADHEARENCE TO THE NEW YORK STATE RESIDENTIAL CODE FOR CUTTING AND NOTCHING FOR SOUTHOLD, N'.Y;. 1 1971 INSTALLATION IS REQUIRES. SEC. BLOCK LOT, 1P/O 104 105 AR r q`�6, '�tll ©�1,� �J► Project Sheet fj 0517 "?.4 Date ar. _0 �\7 ti0 care - S AS NOTED OF 5 '1 777 - F+ w/.�,v +v.f „_ - ...�.. .v...�..- v .-v....-v.w-_.-- _. _._ .•w�-.. � ' � , _ ., .. » - , ,v w..m T -° ..w ....,..._ a .•... .. :.n_� s i 1 n..,....r..a.,.w„_... _...................,.r.........r.«..... ...._.L......._......__......,—..rw.-,..._._.a.....__......w+._..»_,wr.,-r...-...._:._.. .- _..-...� __. ... , .. ,,..._r .m...-. r_._.»...e,r,.-,- .. .«_�_..-_ .. _ .-.. ,..-.�_... .:.._..._ .-...«.....,...._..-, ..w°,.....r.-•...:..,., ` .r ...®_•m.re..,..w.w.ew,r..d.r.......u.._....._.-.•u rwsu.,mu, ....a._.....»u.n.r....—..r•. _,_...r.... ....: ...................m.........._.—..»w.,-.,..w.....__x..._.. .. .�..�...a...._.aev.m__ ..._-.wrrirv..nr..w......r._.�_._ I-' I • I �r Generall Notes k LIST 12 ---�8 I O P If I DPAWIN G5 40 YFAR ARCHITECTURAL —_ — ----__ -— _- —_— -- „ _ _ -- --___ _ _—� SHINGLE, A5 5ELECTED — -_ -- =-- --- —— - - —_ _-— --- _ BY OWNER -�i_T" Lp — _---- _.-_- -- _ - � - I GENERAL AALUMINUM CLAD SOFFIT f bOARD5 ` NOTES SITE PLAN AND ! S 2n. FLR, ZONING INFORMATION FIN. CEILING � a 1 I I A- 2 FOUNDATION I i . r NEW VRJYL 51DING A5 Y SELECTED BY THE oWtJER PLAN, SECOND FLOOR 2 R.�- �d: FL PLAN ROOF .PLAN FIN. FLOOR12 I 9 \ i N A- FIRST LOOK —1 5t. FLR, ! — FIN. CLG I PLAN , SECTION , ANDERSEN WINDOW5 W/41, i 1 1 ALUM. CLAD CA51NG BOARDS PLUMBING REPLACE EXI5TING WINDOW j WPAP IN ALUMINUM CLAD 4° A-4 ELEVATIONS CASING BOARDS IN.LIZA FLR. i A- 5- ' H1 GH WIND _ _ ---_— _-- ___-- — -- DES 1 G N DETAILS —i— I GRADE NORTH ELEVATION SCALE%4a- 1 '-011 EXTEND EXI5TING CHIMNEY A5 5HOWN > I t 5 I TOP OF RIDGE t _ EXTEND EXISTING CHIMNEY f � — - � = 40 YEAR ARCHITECTURAL \ / BE REMOVED \ p ! 5HINGLE, A5 5ELECTED �\ � ! - —- - BY OWNER G ALUMINUM CLAD SOFFIT J I BOARDS a a — ALUMINUM CLAD 5OFFIT BOARDS I — I I GEN. REV 8/15 NEW VINYL SIDRJG AS / � NEW VRJYL SIDING A5 I �� SELECTED BY THE OWNER SELECTED BY THE 01N6JER { No. Revision;/Issue Date ANDER5EN WINDOW5 W/ i ALUM. CLAD CASING BOARDS ANDER5EN WINDOW5 W/4" �� J --- —----- -- -- -- --- —--- I Name and Address tf� � ALUM. CLAD CASIrJG BOARDS .--- --- -- --- — _---__=:__ - I ! I I N , �' , STEP NEbv COtJSTRUCTlOt1 I STE P H E N S 1 WI N S KI BACK 2 , CAP OFF5ET WITH - —_— _ - - — _— -i— I EXISTING WINDOW5 TO / ALUMINUM FLASHING _ I REMAIN U.O.N. WRAP IN + N I -- �� ARCH ITECT ALUMINUM LA 5ING A, — - - -- - __- BOARDS _— -- - i J. ALUMINUM CAP FLA5HING AT 13 5 EM O�Y ROAD w i OFF5ET ---- —r-------� - - - - -- I ! M I N EO LA 1N .Y. 1 1501 1 I EXISTING WINDOW5 5 T 6 REMAIN U,O.N. WRAP IN IE � " ALUMINUM CLAD 4 CASING �� ` I_ I 1 E i BOARDS Project Nome and Address ADDIT11ON5 I TO THE I CARAWAY RESIDENCE GR DE � , _ -- �— -- -- — -- - I -- -- 1 1350 SMITH [DRIVE NORTH � \ 1 \ EXISTING FOOTING FOUNDATION FOR SOUTHOLD, N.Y. 1 1971 I SOUTH ELEVATION EXISTING CHIMNEY TO BE FIELD SEC. BLOCK , DOT P/O 104 t 105 VERIFIED 36"BELOW GRADE DEPTH, A LC AND FOOTING 51ZE MIN. 1 2"HIGH X WEST ELEVATION ' I n i u 30"X 3G"WIDE SCALE�,� - I -O SCALE/4 - ! -0 � �`���'' i J l u � n y Project O S 17 +{ j Sheet Date ' 6-29-07 r _ f o Scale AS NOTED, Of 5 __....... _ ___-_.__ ___ ___-_- -______ ._ __ ___ ____. ___ ___ _ _ -- ___ _____.__._ _.__.__ ___._ ,.____._____-__-_____- __ _.___ _----.__-___ ___ _ . _ __ ____-_.__.-__.--_-,_._ .____ _.__ _.-_ __ ___- �.__ �__......_ - _ _ _.___-.,_ ___ 1 1 _ " r h 1 ..r. • , _ ..,ra.r«>..r-u.... '_ wren.v..-...u...rrr...�.._......a.�.-...r....._r.r_.-...._....r.. ..r._.,.v..., .,v................. . .. ..._.tee_..... ...�..s...... ...... .«-_ .w«. ..,r.«. r._...a.... _.._..._.............«.... . ..a .s.r.uu...- ..........,.....,....w.w...............,........,.w..w...._.. -.. .. ,.. - ... _. - ..._....._........_........r_......w.-.,r.r..u.-...,.-.r,....,.arrr....r.-..e..-....«....-.- - ww..d.:..wv.-..rwumwmw..w.. '---- w....._.,..._a...r... ..........e.__r„ ........uw..._.......wry..r......m...w.....«:.[�..a.. ..... .�.-.. ..._.__......_.rw........r _«a...«.,.errs._..-..-.rw.,.».. ...,.....0......s...c.r.rrr. __-.ra.n.�...a..a..........vl«m.r ........_m._..wr-.i....aw.r..r.®.�..-..+wu.m r....,...r-ar.r.-..r +wr...,.. .w...wrmv. .�...1.._."...aa.m[ .a.•._-.-...r..w .....».:s..... ...».uur.•.e.......+rLrrr'..v m�rv.,.... . .,. ....«.._...,......, r._......,..a......auu...-,.wr..n......-...w...--..a.0.a.......-..-na...ra...m.u.w.a..n 1 General Notes WALL FRAMING L15T i SHEATHING I ' of NAILING SCHEDULE y NUMBER OF I (3) 2X4 CORNER 1JOINT DESCRIPTION NUMBER OF II DRAWING5 ' COMMON NAILS i 1 � BOX NAILS ..• , � 1r I 2ND FLOOR FRAMING / A I GENERAL S M 1' ROOF RAFTER • — 3 8d t, RAPPER TO TOP PLATE(TN) 3-t OD PER RAFTER I ' ! CEILING JOIST TO TOP PLATE 3 8d 3-I OD PER J015T NOTES .SITE FLAN AND 1 ,I ( CEILING J015T EACH LAP SIMPSON CMSTC 14 NAILED WITH RAFTER(FN) ZONING I N FO RM ATI O N ' CEIL. J015T LAP OVER PART. EACH LAP 5 Ge] 6d 51 N KER NAILS COLLAR TIE TO RAFTER TN) EACH TIE BLOCKING TO RAFTER(TN) 2-8d 2-1 OD EACH E14D I - A- 2 RIM BD. To RAFTER(EH) 2-1 6d 3-1 GD EACH END i FO U N DAT!O N ' WALL FRAMING (3) 2X4 CORNER STUDS TOP PLATE TO TOP PLATE(FIJ)} 2-16d 2-16D(I) PER FOOT (�y) p TOP PLATE AT INTER5ECTION`_5 4-1 Gd 5-1 GD J015T EACH SIDE 1 LAN,S NCO N D F LOOK i(Ft5TUD TO 5TUD(FN) 2-16d 16d 2-16 PLAN,24"O.C. I ! LAN j t HEADER TO HEADER(FN) 16d 1 6D I G"O.C. ALONG EDGES i , R(DO F PLAN t TOP OR BOTTOM PLATE TO PER STUD 5TUD(EN) I BOTOM PLATE TO FLOOR, 2-1 6d {I,2) 2-161) 1,2) PER 5TUD E BAND, END J015T OR BLOCKING ; FIRST F LO O R (F1J} •, i e I i 1 FLOOR FRAMING I PLAN , SECTION r ? J015T TO 51LL,TOP PLATE ORZ 4-8d 4-1 OD PER J015T GIRDER(TN) I 114' 22 GAGE COIL STRAP, 51MP50N I BRIDGING TO JOIST(TN) 2-8d 2-1 OD EACH END C520 NAILED WITH 10-1 Od COMMON m BLOCKING TO JOIST(fT) 2-1 GCI d 2- PLUMBING D EACH END CORNER STRAPPING DETAIL � BLOCKING TO SILL OR TOP 3-16d 4-1 GD EACH BLOCK NAILS AT EACH RAFTER ? PLATE(TN) I LEDGER 5TRIP TO BEAM(I'll) 3-1 Gd 4-1 GD EACH J015T Ar4ELEVATION5 ; ROOF SHEATHING � ( i WHEN TWO STORIES EXIST NO SCALE JOIST ON LEDGER TO BEAM 3�d) 3-I OD PER J015T s. ( (TN) I BAND J015T TO J015T(EN) 3-16d 4-1 GD PEP,J015T ROOF RAFTER r J3500 LB5 BAND J015T TO 51LL OR TOP 2-1 Gd (1) 3-16D PER J015T A 5 NIGH WIND i PLATE(rN) ROOF 5HEATHING (5EE DETAIL) RIDGE j STRUCTURAL PANELS Bd 100 6" EDGE/ 12" FIELD(NOTE I) ! SIMPSON HDUB-5D52.5 HOLDOWN I SECURE WITH SCREWS SUPPLIED WITH WALL FRAMING ! DESIGN DETAILS 3 CEILING 5HEATHING I MIN. 3-STUD5 i GYPSUM WALLBOARD 5d COOLER5 5D COOLER5 7" EDGE/ 10"FIELD RIDGE STRAP DETAIL CONNECTOR 'r SHEATHING WALL (5EE DETAIL) € 5TRUCTURAL PANELS 8CI Iod 6" EDGE/ 12"FIELD(NOTE 1) 5G4 LB5/RAFTER NO SCALE 1ST FLOOR FRAMING 4 GYPSUM BOARD 5d COOLERS 5d COOLER5 7 EDGE/ I 0"FIELD I ! FLOOR51-IEATHING 8d 1061 6"EDGE/1 21 FIELD 5TRUCTURAL PANELS ROOF SHEATHING i ROOF RAFTER 1 . NAILING REQUIIREMENTS ARE BASED.ON WALL SHEATHING NAILED AT FOR RETROFITTING BOLT DRILL HOLE AND G" O.C. AT PANEL EDGE. IF SHEATHING IS NAILED 3" O.C. AT PANEL 2XG FASCIA BOARD APPLY SIMPSON ACRYLIC TIE ADHEA5IVE. SILL PLATE EDGES THAN NAILING IS TO BE DOUBLED. SIMP50N H5 @ I G" O.C. NAILED FOUNDATION WALL WITH APPLICATION AND PREPORATION A5 PER 4-8d COMMON NAILS TO RAFTER AND MANUFACTURES SPECIFICATIONS I 2. WHEN SHEATHIING IS CONTINUOUS OVER CONNECTED MEMBERS, ' 4-8d COMMON NAILS TO STUDS VENTED SOFFIT r H OLDOWN DETAIL ' I THE TABULATED NUMBER OF NAILS SHALL BE REDUCED TO .1 - I Gd NAIL SIMPSON 55P @ I G O.C. NAILED WITH I PER FOOT 3-1 Od COMMON NAILS TO TOP PLATE YZ" PLYWOOD SHEATHING NO SCALE NOTE I : ALL PANELS 4" FROM CORNERS SHALL BE NAILED 3" O.C. AT AND 4- I Od COMMON NAILS TO STUDS UP TO TOP OF PLATE 7000 LBS EDGES AND G" 0. C. AT FIELD.i NOTE ! 1 LEGEND: TN=TOE NAIL FN=FACE NAIL EN=END NAIL ALL HOLDOWN5 AT EXISTING CONSTRUCTION SHALL BE INSTALLED FROM THE EXTERIOR OF PLATE TO RAFTER CONNECTION THE RESIDENCE. DO NOT DISTURB THE INTERIOR FINISHES, CAREFULLY REMOVE THE �. r EXISTING MATERIAL✓; INSTALL HOLDOWN AND REINSTALL EXISTING MATERIALS t EXTERIOR WALL (HEADER ANCHORAGE ! 5G4 LB5/5TUD No scALE NOTATION A B C D E F G STRAPPING I ' R.O. MEMBER l WALL FRAMING WALL FRAMING 1 GEN 'REv. 8/1 5 ' 2.0 14 (1)2x4 I 1 1 I 9° C5 20 I SHEATHING NOT SHOWN { I a'_o 14 (I}2x4 2 2 2 2 1 I' c5 20 SHEATHING No. Revision/Issue Date 1 F 6'-0 18 (2)2x4 OF,(1)2X6 3 3 3 3 5° C5 18 2ND FLOOR FRAMING I ST FLOOR FRAMING SIMP50N M5TA 18 @ 32" O.C. NAILED WITH 8-1 Od COMMON NAILS TO Firm Name and Address ° 8-0 22 (2) 2X4 OR(I)2X6 3 3 3 3 5" c5 16 PLATE/JOIST AND 5-1 Od COMMON p _.I 1a-o 64 (2)2X6 4 4 4 4 53' CMSTC 16 NAILS TO STUDS ALIGN WITH ANCHORS j STEI HEN SIWI NSKI 1 2'-O 64 (2)2X6 5 5 5 5 53" CM5TC 16 Iy" 20 GAGE COIL STRAP, SIMP50N NO �^C522 NAILED WITH 12-1 Od COMMON SIMPSON 55P @ 1 G" O.C. NAILED WITH ARCHITECT ., G FOR EACH CLEAR SPAN I - I Od COMMON NAILS TO TSILL PLATE 13 5 EPV1 O Y NOTATIONS: AND 4- 1 Od COMMON NAILS TO STUDS R ROAD Y I 51MP50N FJA (A) NUMBER OF 6d NAILS AT EACH END OF STRAPPING, I FOUNDATION ANCHOR5 ! M I NEOLA, N .Y. 1 1 501 I I Od OR I Gd 51NK,,ER5 FOR HDRS I O' TO 1 2' LONG SPACED 48" O.C. I (B) NUMBER Of ,SILL STUDS ON THE FLAT ( NOT (5 1 G,) 747- 1 3 G8 > STUD TO STUD CONNECTION STUD TO FLOOR TO. FOUNDATION CONNECTION I . APPLICABLE TO D OORS) I No SCALE m (C) NUMBER OF FULL HEIGHT KING STUDS AT EACH WHEN TWO STORIES EXIST NO SCALE Project Name and Addrress HEADER 5G4 LBS/STUD ADDITIONS ' I (D) NUMBER OF II Gd NAILS END NAILED THROUGH I TO THE I ADJACENT KING STUDS TO END OF HEADER AT EACH CARAWAY RES IDENCE 'STUD. NOTE NOTE 1350 SMITH DRIVE NORTH (E) NUMBER OF JACK STUDS AT EACH END OF HEADER . (F) NUMBER OF 1 Gd NAILS END NAILED THROUGH fOR EXISTING CONSTRUCTION SUPPORTING NEW CONSTRUCTION AT I ST FLR. JOIST' FOR CONSTRUCTION WITHIN ONE MILE OF THE SHORE LINE SOUTHOLD, N.Y. 1 1971 I I : ALL EXISTING FRAMING SHALL BE STRAPPED WITH COIL STRAPPING AS SHOWN FROM I . CONTRACTOR 15 TO PROVIDE y" PLYWOOD PRECUT AND LABELED PANELS FOR ALL SFC. BLOCK LOT P/0104 t 105 I ADJACENT JACK STUDS TO END OF SILLS AT EACH 51DE STUD TO STUD. GLAZED OPENINGS EXPOSED TO THE WEATHER (G) SIMPSON CC)IL STRAPPING LENGTH, TOTAL LENGTH 2. NAIL ALL EXISTING PLYWOOD SHEATHING AS INDICATED ON SCHEDULE OR IF IXG OR IX8 �St� ',� AR , OF STRAP IS HEA\DER DEPTH ( INCLUDING PLATES) PLUS BOARD SHEATHING 15 EXISTING THEN NAIL W/2-f OD NAILS AT EACH STUD 4h► �E �. �,�"�.��$Q► Project 05 1 .7 Sheet I DIMENSION INDICATED ON CHART ABOVE � � '� `� � * Dote 5 q 7 ` -FOP PLATE SPLICE DISTANCE NO Y rN �°�� Scale NOTED MINIMUM - OF 5 LESS THAN SIX FEET :777--