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HomeMy WebLinkAbout30245-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30737 Date: 02/03/05 THIS CERTIFIES that the building ADDITIONS Location of Property: 550 RENE DR SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 54 Block 6 Lot 4.5 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 24, 2004 pursuant to which Building Permit No. 30245-Z dated APRIL 19, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is GARAGE & PORCH ADDITIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to PAUL & KATHLEEN STUCKART (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2034773 12/20/04 PLUMBERS CERTIFICATION DATED N/A l ,ry r A/thl zed ignature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30245 Z Date APRIL 19, 2004 Permission is hereby granted to : PAUL & KATHLEEN STUCKART PO BOX 614 SOUTHOLD,NY 11971 for GARAGE ADDITION & PORCH ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 550 RENE DR SOUTHOLD County Tax Map No. 473889 Section 054 Block 0006 Lot No. 004 . 005 pursuant to application dated MARCH 24 , 2004 and approved by the Building Inspector to expire on OCTOBER 19, 2005 . Fee $ 177 . 30 Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD 10 BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY � �f, p This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: S.So ReNe- �6GCTho/GLI House No. Street Hamlet Owner or Owners of Property: 1pQ a� � �lCLfhleeAl Suffolk County Tax Map No 1000, Section -5y Block 66 Lot , S Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Raul 9 �002%leezz --5y e /ls RI- Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: l/ (check one) Fee Submitted: $ a o lzl5a�411wol/ Applicant Signature 5 BY THIS CERTIFICATE OF COMPLIANCE THE S 5 NEW YORK BOARD OF FIRE UNDERWRITER 5 S S S BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT Upon the application of upon premises owned by 5 5 5 JIM SAGE ELEC. INC. CATHY STUCKART 5 P.O. BOX 38 550 RENEE DR �j 5 GREENPORT, NY 11944-0038, SOUTHOLD, NY 11971 5 Located at 550 RENEE DR SOUTHOLD, NY 11971 5 Application Number: 2034773 Certificate Number: 2034773 5 C� 5 5 Section: Block: Lot: Building Permit: BDC: ns11 5 �c C�5 Described as a occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 SFirst Floor,garage&hot tub,Detached Garage, Outside,Pool/Spa, 5 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 Sherein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 20th Day of December,2004. Name OTY Rate Rating Circuity Tvpe 5 Miscellaneous C5, inspection covers detached 5 garage and self contained hot 5 5 tubs Panels S 5 1 50 5 Wiring and Devices 5 S Outlet 5 0 Fixture Fixture 5 0 Incandescent 5 Outlet 7 0 General Purpose SReceptacle 4 0 General Purpose 5�+ 5 Switch 3 0 General Purpose 7 5 Receptacle 2 0 GFCI 5 Disconnect 1 0 60 amp Pool/Spa 5 5 5 seal 5 S S I of I S 5 S 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.111111,11131 RON 1 111 11 5 5 5 a Albert J. Krupski, President 0�� CD Town Hall James King,Vice-President �`1` Gy� 53095 Route 25 Artie Foster P.O.Box 1179 Ken Poliwoda C Southold,New York 11971-0959 Peggy A. Dickerson O�� Telephone(631) 765-1892 ��.( `1►a Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 1, 2004 Mr. & Mrs. Paul Stuckart P.O. Box 614 Southold, NY 11971 RE: 550 RENE DR., SOUTHOLD SCTM#54-6-4.5 Dear Mr. & Mrs. Stuckart: The Southold Town Beard of Trustees reviewed the survey prepared by Anthony W. Lewandowski last dated February 19, 2001 and determined the proposed breezeway and screened porch/to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area 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 and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. However, any activity within 100' of a Wetland line or seaward of the Coastal Erosion Hazard Area would.require permits from this office. This determination is not a determination from any other agency. 2 If you have any further questions, please do not hesitate to call. Sincerely, A4c'-e Albert J. Krupski, Jr., President Board of Trustees AJK:Ims i { Y• f Board Of Southold Town Trustees SOUTHOLD, NEW YORK PERMIT NO. (. . r L. �I DATE: .11/ 4/.99............. Y: ISSUEDTO .............JON...C.,....KERBS....................... ................................................... Pursuant to the provisions of Chapter 615 of the Laws of the State of New York, 1893; and Chapter 404 of the Laws of the on-f State of New York 1952; and the Southold Town Ordinance titled . REGULATING AND THE PLACING OF OBSTRUCTIONS •,. : IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;'.'. and in accordance with the Resolution of The Board adopted at a meeting held on ..3/24/99,...... 19.....9..9..., and in consideration of the sum of $....150..00....... paid by �Y - JON...C.....Ri Rb.S........................ ........................ .......................................................... , s of ..........Southold............................... ...................... N. Y. and subject to the Terms and Conditions listed on the reverse side hereof, of Southold Town Trustee:' authorizes and permits the following: Wetland Permit to clear property. at 60' setback from the edge q wetlands and maintain a non-turf, non-fertilized, no-disturbance buffer area within that 60' and place a row of haybales on the downward side of clearing line during construction of ho p. :;.. all in accordance with the detailed specifications as presented in the originating application. IN WITNESS WHEREOF, The said Board of Trustees hare- by causes its Corporate Seal to be affixed, and these presents to r be subscribed by a majority of the said Board as of this date. �J c� s ._. ..................................... .... ............................ ....... ..... ......... �r. Trinsees AM del r a , SpFfO�,� Krupski, President ��,� CD Town Hall /James King,Vice-President 53095 Route 25 Artie Foster `p7 P.O.Box 1179 Ken Poliwoda W Southold,New York 11971-0959 Peggy A. Dickerson Oifi Telephone(631) 765-1892 ��j `�►a Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 1, 2004 Mr. & Mrs. Paul Stuckart / P.O. Box 614 Southold, NY 11971 RE: 550 RENE DR., SOUTHOLD SCTM#54-6-4.5 Dear Mr. & Mrs. Stuckart: The Southold Town Burd of Trustees reviewed the survey prepared by Anthony W. Lewandowski last daied February 19, 2001 and determined the proposed breezeykay and screened porch/to be out of the Wetland jurisdiction under Chapter 97 of thr. Town Wetland Code and Chapter 37 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area 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 and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. However, any activity within 100' of a Wetland line or seaward of the Coastal Erosion Hazard Area would require permits from this office. This determination is not a determination from any other agency. /IfPyou have any further questions, please do not hesitate to call. Sincerely, d . ;'n Albert J. Krupski, Jr., President Board of Trustees AJK:lms irk State DepartmeII� `f Environmental ConservatV 40-SUNY-Stout Brook.NY 11790.2M ,,ephoe� (516)414-UZ75 F�ucsiau'te: (5167 4.4-02.97 ohn�.Cattilt 22 October 1997 Yon Kerbs 440 Riley Avenue Mattitucks NY 11952. RE: DEC Dear 1vtr.-Kerbs, in response to your rattiest for a freshwater wedands determination for as determined tharoperty t below, the t�Tew York s atxon h the parcel is more 100 feet from regulated freshwater wetIan Therefore, no permit is wired under the�Freshwater Wetlands Act(Ardcle 24 of the New k State Favisonment<tl reqConsmivadon IA `�----_._.___ Location: R=e's DAY0 Toam:Southold /Tax Map Number: 1000-5406-4.1, 4.2.4.4, and 4.5 Thm This determination may be considered permanent and should, therefore; be retained along with. if future=dons by this Department.result in any other documents related m this Property. Please be change:in jurisdiction, you or any subsequent. not relieve you of the.responsibility of obtaining any necessary owner.v►�ill be so notified in - advised that this letter does permits or approvals,from other1gencies. Very truly.yours, lee" Permit AdministmWr' DW cc: Bureau of Habf cat 76r R LAWRENCE M. TUTHILL PROFESSIONAL ENGINEER P.O. BOX 162 GREENPORT, N.Y. 11944 (631)477-1652 1 January 12, 2005 Mr. Michael J. Verity, Department Head Southold Town Building Department Main Road Southold, NY 11971 Re: Paul Stuckart Pvt Road off Soundview Ave. Southold, NY 11971 Permit No. 30245 S To Whom It May Concern: I have inspectedthe strapping for the new screened porch and garage of the above mentioned permit at the Stauckart Residence and note that the work done is inaccordance with the New York State Building Code and the Southold Building Code. Sincerely, Lawrence M. Tuthill, P.E. EW �•; j •` 9" ftp` -�, TOWN OF S ►U 'Ht LD RRqPERTY RECORD CARD TOWNER STREET j VILLAGE DIST. SUB. LOT 1 FORMtR OWNER _ N E ACR. w1's1.24-� -n (rrs. , ;L.,Folson CS W TYPE OF BUILDING ILI44 SES. OZ SEAS. VL. FARM COMM. CB. MICS. Mkt, Value LAND IMP. TOTAL DATE REMARKS F/ 30 80: "'/,z6 3 rn —136 d-sb I? tb d-s 4/? C-1 3/ 1 L 97 V6-7-00 qqn- , i-t Y- ?2so. 3 _L 12066 '77 57 - S t so oa ,o j `illoble FRONTAGE ON WATER Yoodiend FRONTAGE ON ROAD -�Aeadowtand DEPTH Mouse Plat / / /( BULKHEAD "otat / r - /3 MIN o iOEii 3pL�� 765-1802 BUILDING DEPT. INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:��� DATE qlo INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FO�INDATION 2ND [ ] INSULATION [ ✓ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION L' REMARKS: � DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [. FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 1 DATE � d INSPE /0F, - f`We,hgvc coi3t1nued to us'e obrBeachc6nr,,Hot Tub'at-least5'`6 times RedcKcombel Hot-7b& o week. To17t and-hike to go outside in the moaning and have our eup:o tea before workin the hof tub. We.have beet pleasanflysurprised how 2 Q easy it has been to laolC after�the hot tub,;egpecially when we know you . arejust a hone.call awa me have e o d our Beachcomber cFt T i- S-EATING,C PACITY - 1 p y �` � A z PLUS u s- ADULTS u L T s ion nensely hnd,would reeommendanyone to purchase a Beac7icQmber because of yor3rq'ality ser6ice:' 'T,r and joanSimpson k, " , IRnensibus: - 57 x 75)"0".145'-)c 190 x 7b cm; ' ? WAtei Ca aci R185,US Gatl6W%701 Lifers_ Dfy-a Filled'Weight- 425 lbs 193-4/1971 lbs 894 kg - LVat_TgnsTM System 13 locations selected to enable you to cl o -_the:type E ered Right oftherapy for your personalized body massage Pvrsonal Gusfaniiaed Customi7,e this 520-from a ininimui i of 15 to-33 - I Theraj<eutic Jetting:,-` 'different.types of jetting combinations at no'cost - Werofiltex Filtration: .High performing,efficient water cI apingsy.,teau 1 Automatic Controls:F Easy programming for heating and filferfng'to save honey ,, F - klotsliieId` over: Tight thermos bottle seal to save energy and motley - Mass'aging Pump ';:;- 1 Powerful pump engineered for the best thgrapeutic massage ' _ Salty Approya`l Built to the highest standards available ,glide ater.l tuagc ' Mood s$tti4 and safety for entry and esdT Customer Prote Ont" A rio fine print,sraight forward customer-guarantee "b e,only,wish we had bought our tub years.earlier because of the - - pleasure we get doily from the soothing warmth of ozu- \+ Beachcomber 1`lot Tub,--Laon Politand i 32 Visit our webrsite;beachcomberhottubs.gom _ Ask aboet out 30 Daylr+"Floma TSiah + a3.. - I FIELD INSPECTION REPORT DATE COMMENTS IV FOUNDATION(IST) - 'p- ------------------------------- rc ----- C FOUNDATION(2ND) r. z H ROUGH FRAMING& H PLUMBING r INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS �O z m C � x _ d .d 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 3 sets of Building Plans TEL: (631) 765-1802 PlanningBo rd approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check 0 Septic Form N.Y.S.D.E.C. ; gj� Trustees 1 Examined J Lc4 40�2001- Contact: Approved X119 ,2004 Mail to: Disapproved a/c Phone: Expiration Building Inspector `AR 2 4 W APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or ,/yeas, 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. �_IV (Signature of applicant or name,if a corporation) /©o Jo.X (Mailing address of applicant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which roposed ork will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block Lot Subdivision _ Filed Map No. _Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy /hoAi�n1, 1! b. Intended use and occupancy Ag kzQ&x" 3. Nature of work (check which applicable): New Building Addition L/"" Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost t 30, 000. Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units ---Number of dwelling units on each floor If garage, number of cars a- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories ( 8. Dimensions of en ire new Fitt on: Front oRear Depth Height Number of Stories l 7 / &44 6q Depth �-�• �� � 9. Size of lot: Front c� •S Rear 10. Date of Purchase —00 Name of Former Owner e_/'j LTItP-mA 1�_ � 11. Zone or use district in which premises are situated J* 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO_)G Will excess fill be removed from premises? YES NO x 14.Names of Owner of premises&vL A d Prot SSb kuJe -be, Phone No.��0R.325 Name of Architect Address Phone No 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 NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the ()\-) m 4_1 (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 tp before me this -^ _ . day of 200 -7 Notyry Public Signature of Applicant �y JOYCE M.WIuaNS Notary public,State of New York No.4952246,Suffolk County Term Expires June 12, -,L 00 7 N/O/F SCNEPPER SURVEY OF PROPERTY A T SO UTHOLD 00 S42'51'50"E 131.55' 3 TOWN OF SO UTHOLD a1 *$ SUFFOLK COUNTY, N. Y. o 'to ui T- r� 1000-54-06-4.5 N4 55 00' N A � M SCALE.- 1'--40' 2°' SS.00� 40 NOVEMBER 10, 2004 S42'51'50"E 85.00' °jRr4 se 9 43.2' 200.84' N42'S1'S0"W 310.00• 1.f '/lam 24.3 98 347'56'10"W �s142' O� 7Y H �I N �� RENES DRIVE \ 24.3' °0 3 2e.0 51.2' w 196.78' S42'S1'S0'E 308.67 / R��j*9 ^ �) S47'58'10 E r 33.0' A N ^T N h 18.3' ton U Z W h 26.0' cs w 8 X Z ;W o z o ,o Z F , z ; sra� T O.p N44'12'00"W N/O/F N101F CUNNINGHAM OBRIEN C CEI 618 AREA=57 527 SQ. FT. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION 'Pt-CONIC YORS, '•�SL OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. (631) 765-5020 FAX %�;r765-1797 =PIPE EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF A=STAKE SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 104-1931 �3 .��/2•S/ 5a"E y Q B,Z� N�Z•3i jo•,w� ^ \9 � � � K1 f,I*` 7 � ` � fl-S�7"S6%O"�,f/ �G�p•8Y' tiS�23�3a if/ , 1'/O•GOA a Jr N � //o � � T' W t �• 78 Ji�2�'✓r/' pw' _� '�E/!/EYj !'� tJN ` S is``�61 ONO 77D ✓�yeyEyFo.G��i9UG �T.yLEE.C/�TGC�.9il'l L a7'. iY/i�✓oe�UB�/!/�/cv a,�/.s/Oi9�/�caQ� �riO u1 N p p0 V N/•4=- BE.QG/7iv/ Allot-CL,cQ,ep .�cgTic.•ci• �x-�T� Syfra�.Qc%'a✓,u�'y.�/. :� " Z'� '�O �"� ? �O . �/GEG✓TY �r/aei.Q� Tir�C'/is/�i�.1/CE�o�lio�.yY � a '-` A . W LpNO�d�ZYEN�.e ,C?/f►7P• ✓V,(/E.2'�2GIO�O 9 3 3 6�� � �,a.�sx-</.c/B i9rlCvvEo/�arcvf�-3LZona/ F M Ew ��XJ�i°YGL�/��� �av°vo.�T,dtlloic',GLj.'lJZa� //y7/ ay/�t��.QVEyF�ar9.e�i9,Zc�/ X000-✓~•�U6-.fl. BUIL N& I fT n T~'t TT T~TVT e T 7 r'',, Applicant/ P� Date. Owners Name: 'Reviewed: Architect/ Date Engineer: , , %c-e.� Submitted: . SCTM H: District: 1.000 Section: Block: t0 I.ot: Project Subdivision Location: Name: Sinple&separate Required ccrttfication: (Yes/No1 Rect. Req. Zoning Dislricc Il.ol sizc: � J�7.Aq (D I (Lo(coverage 1'ropascd z_1�14I Req. Req. r Req. ()roa Pard Proposed: [Si Yard C� Proposed: [Rear Yard �_ Proposed• Olt I Project Desc on: AGENC4RERMITS .Permit . REEQUIRED F'OR REVIEW jy,�, YM Numbe1r Suffolk County Health-Dept. New York State D. E. C." � Town Trustees l• ''Town Zoning Board aroval: _� l Town P18Illling Board approval: �_ -�_ Flood Plane Elevation??? Flood Zone: Note& .��-- NIPLY WITH ALL CODES OF ' NE YORK STATE & TOWN CODES AS EQUIRED AND CONDITIONS O SOUTHOLD TOWN ZBA t i SOUTHOLDTOWNPLANNIN AR WNTRUS W -- -- N.Y.S.DE o N UTMOLDTO E D 70'q -�_ -- ; SHF ION - - 1z Z LY - TOWN t,ODE ' - - - - - - - ---_--- - - - ,- - - - -- - -- _ - � ---_- � - -_ .FO DD MIA �o � FR OLD . . ; ,� ?ENT 6„ - - - - - r - — w O - - - - - ,F O - -_ a o In 0_ o Z wvv UJ v FRONT ELEVATION RETAIN STORM WATER RUNOFF I /4" = I '-O" PURSUANT TO SECTION 45-IOC o > o L OF THE TOWN CODE. < Z o o! � OCCUPANCY OR Z USE IS UNLAWFUL WITHOUT CERTIFICATE CERTIFICATION OF OF OCCUPANCY NAILING & CONNECTIONS REQUIRED: UNDERWARERSCERTIFICATE REQUIRED APPROVED �ROVED AS NOTED DATE. `I B P d- �- 4 So . _ _� DEP ~ _ FEE: 7 �--1 _ _ _ _ 1 _ - _ NOTIFY BUILDING DEPARTMENT AT }-� W _ - 765.1802 8 AM TO 4 PM FOR THE - - - - - _ - - -- - - - - - - - - - - - FOLLOWING INSPECTIONS: Z - - -- -- _ - - - _- - - — u - - -- - - - _ I. FOUNDATION - TWO'REQUIRED - - - _-- - _ -� -- - - FOR POURED CONCRETE O ROUGH - FRAMING E PLUMBING 3. INSULATION O 4. FINAL - CONSTRUCTION MUSTLL BE COMPLETE FOR C.O. Z ALL CONSTRUCTION SHALL MEET THE Q --- - - ----- � � - - - - - - �,� REQUIREMENTS OF THE CODES OF NEW w YORK STATE. NOT RESPONSIBLE FOR - - .- --- - - �� DESIGN OR CONSTRUCTION ERRORS. 0 ALL CONSTRUCTION SHALL � � z FAW THE sF 322691 OWES OF NEW YORK STATE. °Ay0 Na`� _ C FESSt� dk, RIG 4 SIDE ELEVATION II - __ _ ._-___ MEELY"- �f/lS/Oy ENCLOSE LTO CODE UPON COMPLETION BEFORE "WATER" ems- 31 c'T EgldPi I'. fli LS_ - - - - zt - - -- - : - - - -- - - Lul '?.+{ I q-'- - � - _ - - _ fie• `, { 1 r. cq :. f „ r` .- - _. . . __ _ _ _ - . _.-_ _ __ _ - _ _ -- 01 a. ij it REAR ELEVATION o 114" 1 1-011 - - -- - - - - - - - - - -- nui K m M p } o OZo I rI i Q i m U4 to H of f LL it 4 u f 11 2 r FO 032]54-1 ' °NpFES510NPy �,'P'/ LEFT SIDE ELEVATION a � I I I N 1 I Q III I �<i li � dl ir� � �r �d - 3'-b" POUREDCQNCRETE , — --\ . APRON Qa GARAGE DOOR Lu o'- - GARAGE SLAB ABOVE « ' EXISTING 5A5EMENT TO REMAIN i' c W"P. CONC. FOBNPATIfT % IA A WALL W/ 1'-4^% 1 2"d FTG. Q p Z r; CRAWL5PACE a UNEXCAVATEDza W v Ix PROV. 112"(MBAR QQWE15 1 - - Q 1 2"O.C. VERTICALLY INTO 4" POURED CONC.SLAB EXIST. FOUNDATION WALL ON COMPACTED FILL " AND NEW FOUND. WALL ABUTTING(MICAU P- it Q Z °� ,�� : +; / I� 4" POURED CONC. 51A13 Q ON COMPACTED FILL (D (TYP. ALL GARAGE AREA) j: 5.. W P CONC. FOUNDATION WALL W/ 1�_4"X 12"d. FTG. VL/ h U AVATED — z Z 1 1 !JEW , 0 �II o 0 4' POURED CONCRET, 5�/�",' y 1�� LL LAB ON COMP. FILL - 1 ✓l W/ W.W,M.6 X 6 REINF. All s W V q � F 0 ,✓ ES . 5 2 ✓ zJ.l i 9- —24 s//Oy III d1 "p N I I , G I III I � III 3 1 I I f a 9 Ni O I I IF- I U 2"X-14"R.R Z"X Id'R.R rt 0 W 01 ,- (J REMAIN ^0. .1 ® 16^o.c." QYP,) �XOTINQ T C� G^- C. " TTP,) MOUSE 2"X 8"LAYOVER �u K,AnEv mP.) CCD CLNEW GARAGE W / \ UNHEATED W 2"X 8"LAYOVER IXI 1 ,' 2"X ORIDGE CID " - VALLEY / z ' q 3/4"x e vz° LVL WDG a uE S / 2"X8" RR d'O I VS aZ0 �l x F 3- 2"X 0" N Ua .�_ HEADER ABOVE v ? - IXISTING Q 2868 2"% C.T. 2 M PORVID�E R UTTER DO M . W 1 .� ' Q 16"O.C. (IYP.) (o - - - a F2r 10"R:R, L2"% 10" W)' .R, " -- x POST RIDGE IN - IXISTING EXTERIOR — -� (gi 16" COQ. (1YP.)(1YP.) Q 16" O.C�(iYP.) WALL W/3. 2"%4" SIDING TO REMAIN ee pioH STUDS NOTE: PROVIDE 5ELF-CL051NG I HARDWARE AND LATCH 3-2^X d D"HEADER J FOR EXTERIOR DOOR K ABOVE(TYP. ALU -06q II A AZEK CEI ING MATERIAL . :, f HOT TUe x d PLATFORM Aco ^1 ui 1 e-4' .p z f _I-----_-- ��' 5CREEN DETAIL: ' MEW 5CREEN ROOM N " n UNHEATED I/2" = I'-O"SCALE R' 13/4"X 9 112 LVL RIDGE NOTE: BEE " I SCREEN DETAIL I"X I" REMOVABLE STOPPER (T Q W 16'O. [[YP.) n TYPICAL BOTH ENDS, 'PZEK" I"X 2" 3- 2"%4" } Z 2"X 6'G.T. N FASTENED TO STUD ON EACH SIDE OF SCREEN a 2,XB"RR 2°X$ RR. — �4 . ,, ("'� DJ 16 m TRIM HEADER SUPPORT 'I 2 EXTERIO 'c O 3Txx�7` - 4:G7 4x a6F '31x67 _ --- _ i. __ \ �,I, ^ :cW L r � "ANDERSEN"CASEMEN 2" a]2 X 4" "AZEK" I"X 6" WINDOW 5CREEN SCREEN SUPPORT TRIM UW O yR' �OFESSTBNP"� NOTE FOR FUTURE WINDOW INSTALLATION: REMOVE 5CREEN5, "AZEK"TRIM + q .�., 5CREEN SUPPORT; REPLACE WITH MULLED'"ANDER5EN"CA5EMENTWMDOW5 BETWEEN HEADER 5UPPORT5*JACK 5TUD5 51ZE ACCORDINGLY IN OPENINGS 2 PR USF.8516-R N AARRCC"IITLEiCTURAL MINIS MAIC GDX PEll15006 L, 1314"X .SJpGE 'S Q -c-T. VERIFYPi+ .. .PROV. USP 8516-R'21" - 2 R. 04, TCN'IN FIPLL)1- CQNNEaOR - 1 �I 2 'X I O°R 30I .Lo0AT10N OC•dIi1MNEY - - Rao INsulaTloN(tt'P.) TCJ GERMINE FTTOH i'2'X 10`!"UQGFr `ASPHALT ROOF- 1 .EXIS'TINGHOU5E. . aD%Ru*tK7©D TO,REMNN . . '2"X b" PROV, - . U5PRTA2CUM � , NEW 6REEZLJAY OOF rKov. USP T(1Y'0 PJ _ (7 ,d CONNECTOR(TWO CONNECTOR INUM 0J vENtv;;D'BOPFIr w� _ I'I � � �I' USP R51 6-'P, 12" " e" % FASCIA W/ n' ECTOR(TYP ALL, I6-2" _ - VENTED SOFFIT - N5 f DOORS) ., plp��-` - - - - 22 10'HEADER A50VF I _ _ '- " " 112" H CDX FLYWD. 5 EATHING 2"X 4'STUD WALL 'AUIMINUM SCREENS. _ RREE54 '2"X4n STUD aLL �. co - . BY I NDtRSCNi 5 'iV I PROV. USP RS 4?.) 36" INUK ED ON PLANS ` -- :.. =' pp CONNECTOR(IW.) - PROV 'WFR51Q6a6 - �I'� Y - " O FIN1ISH 4R wl CONNECTOR(TYF) .V PppUMRRFp GONG.SLAB - 2"X 4"CCA SILL PLATE Z ri 4^ERT�yINYL' PR,#V.'4"i?Q04d'CONCRETf 2 X R",CGA SILL PLATE, 7-a -_i. A ON COMPACTED FILL PROV, USP STBI6 W $ < - "5TE NG GRAY' SLAB ON CAMP- FILL'" _ - - S ) TO MATCH EXISTING _ ,5LA15 rW,Ny.6 X 6`RCINF. _ FROV. U6 5TB 16 _ _ — _ GRADE, - ANOp, O __ . _ .__. _ ` (a�4B�0 COLT (TYP. �f'r _ o. GWlOE-`,_ r- ., a,, POURED CONCRETE � �� � rNtXCAVATED FOUNDATION WALL TO Q Z MIN. 'UNEXGAV'A Ei) B' FOURED'CONCRETE - MW ✓ POURED CONE.-FOOTING h ' 01 FOUNDATON WALL TO - Z f� 1'-4"X I'-f"X, p-D" - - a q' - POURED CONC. FOOTING ' 112'X 24 RLL r DOWEL(I)TYP. ALL rG5.) .. FROV. U5P R51 G-R 21" ., CONNECTOR - - ARCHITECTURAL F AL F A5 FHALT Oq �� R 2 x 1d"wD6e ' SHINGLES-MATCH EXISTING 6iJILpIN SECTIGSN — — — 2 x Ia P.R. G o.c, . A 1/2"COX PLYWOOD 1 (� ' II4 - I' '-C7" � � � � PROV. 115P RTZb CONNECTOR(TYPJ }3.1 h Z U t7 Z - - I"X8" FA5CIA W! VENTED E T SOFFIT S J 2- 2'X'10' HEADER ABOVE LL 12"CDX P LYWO. SHEATHING _ i� Cl 2"%4'STUD WALL PROV. U5P 85166 6^ AN ` W / CONNECTOR(tYP),, " r • r/� e�l 2"X 4"CCA BILL PLATE y/ O qq ON COMPACTED PILL _ LA FROV. USP STB I f ANCHOR BOLTS �/3 - _ 0 48"O.C. p - OFESSION �. ., a" POURED CONE . FOUNDATION I'-4"X I'-4'X I' 0' 1 ., POURED CONC. F OD TING - - 2"X 24"#5BAR RE . .. - . ALL F`TGS: - DOWEL TYP 1 D ( _ o UILDIN III f`C1Ifl�l , . 777777777 r v ,GENERAL CONIION bENEIieSL Fh�AMI D, " _ li - .. 1, The Information do this lost ofrari3bactlon ddcumeme fi to mists basic design1.All walla,2%s and 2x8 to be stuo grade orbstia 16",o/o.. AN other framing material I N A CLeIN O-N_d L V D IN G 9_s A NZ,o f _... . II . : intent and training details. Theyaia!melded ase cMSWcpPn old,note substitute . to be a2 douglserflrar better. Nss3a''ec HWit WING DITII o:o.D FRAM ', HSTR oYd'R M"ANVAL t - u"ding Pradticeantl,com�falue v+i8tvdfn nsfandam* ' 2:Alt mobdfiaming lnconlact - - - for enerall accepted aotl6 JOINT"D ES C NIPTION ,. NAIL UA TY ,WALL SPAPINO - statebdN yGo The9. Do reepon lois foram, g `with concrete or masgnryto bepraswretroated.' - ' - - _ . .. . _.. . . ._ . _ _ cons CON Aaje tl:pr dUfi oenaure a"profeealbriaPY nnlbhed.shucturally - ao.oF PeeriAa - t , - . .•.. B• W, ' _ - : -_ - - _ D - ° ALL 3.°a OEA RA FTEs sound,and weathanprotll completed product. 3.Pmwd QDUbla fiotlr l0(ate Under 8g WalN parertel t0 floor joist span direction Unita! RA R TE n TO;TOP PLATE _- }TO E r A ll - - - 16 0�W A LIC {Atl PER RAF'I"E H 2.Ge ireCtOnS,ichedUllO --- otherwise specified. CEILING JOIST TO TOP. b LATE ITOE NAILED _ � U WALL 9sd '- " P{°R JOIST - neralCon Contractor to coortinatdafl aub con CEILING JD ICT Tb PARALL RAFTE. _ 10DE. WALL A eq PER JOIST Inreractlon between traders. scheduling work;and Ott Prgvlda%•breDmg tlFeogd blocking ate mBximGm of S'-0' G/D for ell dlmeObiOnal ' CEILING JO'igT GO­dlEFOVER P —- Ill 6- __-HE_NAILEP _SE$FT-WOLE 9 T -' . EACH LAf ,_ 3.The general con CtdCIB responsible for ensuringthatall wxi and COOsihlCtiDn' IUmher llaofloisls. BLOOCKnINO��TO IIAFTa RT It ai _ STD E_NA L�E 00 - SEE 1^EdL1 1 A - - ' EACH IJFND,. •'. . '._ - . !' ILF., - g Contractor p r .� ofloDL'Finllhetl malenai to'be RIM BOAPW TO RAF{p fl_.w. -.. ENDi,NAME O. Y, _ __ N'o _ .. _ _ _ ;'Z i� IZQU' BTC', These codes are masts or exceeds to be Considerard federal, ed as Part o tthe specigcedgn6 forr this building applied over suhlloor. Glue,and icrewf plywood decking to1loarlolria. WALL F a A_M_(N O, - .___ _ . e ._ _ .I L:'. _ _ -: ,. .._..•16a E A O H-E--_ - - .- ._ _ _ _.. ._- _ _ _ Q i IN : Z, n if they are in variance With the plan. ' 6,All Wind of robO nTRIIIIUm 2x1D TOP PLATE, TO TOP PLATE._ , ' ___SFA C&6[AdED _ „ . ,t°1etl - _ PER FOOT and$baud beadharedtO even - a (2) unless dhe1W1a0 specified. STUD DP TO S'rU pT INTER6EGTI0 NS _ F/AiD NAILED., _ t-i 3tl -. - xA! DIC .EA, - A.Dimensions shall take precedent scale drawings(do not scala drawings)., 'AlUmer(or door anises otherwise YOF_0P_A BTic HEA PELATE TO BTUs - �t-E'ND NAas dD _ z�ibtl - ,' . _ PEA ixli16-Ab OUD EDGES Provide full sold, be 2 glorified -- i 5.The designotbos not ba m unpaged for Construction su ervision.and Resumes no 7. Pro blodd Under all bearing walls. ._, .. _. .. _,_' k { i 1 _.. _PER 2xe s,;TU D ans.methods,techniques sequences or procedures,or for safety S:All ems ttohav4 d ua bo'TTOM PLATE TO FLO�OA-j-6l ' - ! -NAILED _ ,.. -. .. 2-16d- .. -. _ - for g SAIll END construction ­ responsibility on d programs in connection with,the work. There are no warranties for B.All rtuah beam antl'olst Intereectlon to neva galvanized ha P E a FD o r P _ . _ISTA m .. _ , - __ _ constuedon oWrdinatln with theca lane node onsibill fo precautions and p a. g JOIST BR OG_TO TI_L J09PDPLATER OR P�ROE"R. �TO EI MARE15 _ _ S Etl - EACH FIST - - - - - _ � fe bearing at Ch end Or 883 oified'fetle plywood Of 0LOC1t IHC TD JO IlT - -��TO EIIN MLEO ' 2�Etl - EALN END -- _- .. _ _ - li 6pRefer to floor ecific use pplans:�nsdexterior elevations,or the and window schedule for types and sizes of 1.0. Typical exterior and mqf to be sheathed WNh W extanorr g _.-- _ _ _ __-. _., .__._ _� „ _i._. - _.. - _.. _. _ . windows 'All wlodowe to be Amletilan high panic anpe gGallq 9r approved equal. ` 7/16 OSB plywood,group 1,APA rated. plywood to span over all plates and BLOCKING TO 60.L OR TOP PLATE_ _ iTOEINAILEO 1'n_ Stl fiACH BLOCN _ -_ IAACk� NAIL@0 - Il tFE _ - EACH JbMT header!. LEDGER -TRIP TO -6 BE ., - 7.Door and window llQatlere t0 ill OUOleiB dh NJlae noted. HAND JOIST Tb JbIST TOP PLATE - 1EN iNAILEE 6'D- - 1-etl - - - PER JOIST ---- _- - - -- ,Q B,Ciene2l`PgfilradOr ism ensure that masonry and prefabricated fire f1.Provide lnPUl2IWn'bafffee at ague vents between reflem. aOIOF eNBANID E T ON LEDGER TNI 6�LL OBnEAM !TOE NAILED 2-1 etl PER FOOT. �Ii�� meet*or exceeds ell manufacturers spe0lfleagOns and applicable 12.mxteadrroflashing to andrrnetabanleco Stan Con ctions between rCtlOnwells. S TR U C Tit kA L'5 ANEL 0 __ __. _ _L 11__ . -.. .: _- _".." .F I� ETE E� GE�ZOI 't E' b/C�- e- ATFANEL' - •-•L��JjI � 0II TS IN THE bBpGeneral contractor to consPfl and Coordinate WNh the owner and the plansforall practices. e y pP - _ ,._. _4.d _ PANEL FIEUDAT IN ERMEDIA TE SUP PCO RE dG E-9 AND 12' W�' Caaeeyshelvin h y P IarBftOr to roVl IllR ZONE - 16- 0 I -6' AT FA NEL p° IN In Itemabuelt ok Close* , mm m oseq eW' 9P . tS'. „ ' 5d AT IN T£RM FOIA TE SUPPORTS IN THE PANEL.." II � i 10. Provide hardM'ired intake andIn,each 13. General COQ 'de adequate ventilation and roof Ven PERIMETER RIM ET_EiR' EDGE .ZONE_ATTACHM ENT AEOU E-MENTZSHALLag, UESDpOF, INCLUDING A'B' ON EACH SIDE OF E OOF PEAK THEA'-0" bedmam,VIO Wdt p p q FOR RODE 6 EDGE ZNo W ITTA HM OF THE P . Poe.,Install Carbon monoxide date4lore NOW coli SfsW GENERAL PLUMBING NOTES�latiomat overhangs. dv..... ,J�ILLeb�b"- . _ 1P _- _. . _-- se 'do�E Rs _ r 'El FIEco- local code muluirements as P pP g Residential Conabuadao, per tw.ria. - _ __.., !�W �' SUbCOmIBCtbt to be responsiblero WALL AAH1 na PANELS AN ,. "" _ ERMEDIA TE SUP - E AT PANEL EDGES AND 1x^ GE eEr10r96cgn[rOCtbr'to review sill,�eYailOn$ and detYlla�detArinlf101fltelld�' rOdhCrinQ tO all app609ale Coda and STRUCTURAL PANE LB- _ - - - - __ '-°tl ID'?ERIE ZONE t° O7PPORTS IN THE PANEL FIELD _ 1. Plumbing G p mange. _ ATINTOR ZO NSE 1a DIC'.6 LT PANEL E GEa AND 12" tY r^ _ _ _ _ AT MTERMeDIATE'_SAFFORTS IN THE PANEL-FIELD 0 heights of finished equipmaohp u de bredeto be frames back Installation of Plumbing fixtures or -- -- -, - - - - - - -- - - O g a flbOr(a)AbOVe typical glad, 2. IT Wali pfd FIRE RBOAINO P(_NEIfi, hitt$ ¢M ;_ 3 EDGE I e' FIELD Q. bo­ S requirements. g together. - "- . - -_._ (2515 j' .- - _ � .Ad 1 EDdE re FIELD. ga feat On undisturbed aril. 8YSTEMNOTE MAAD80AIR DLLB DA' U , ( 'btl CDOLE R6 - - ATMddt ZONE 0IM1ITEE SO10 ,V S INATHE Al LU !L101. III d anion joint'mat' eeslabsaareas 5 3.Provi Provide GENERAL HVgC ,for atlh nn to applicable de °a A Ep E MAA ,e HE'Lepo ES do 1q' ro ng foots to . . n all concrete alts and abutting uUDnntacfor le reipona(hla .. . S -. - . . :_ " _ _ ._. _ . . _... ... _ - .. . _ _ . - . . _ -. ( _ ,. ,� _ _-,- ..,, _ .- _ _. PANEL FIELD ALO concrete or ma cry wall!eocllln penheexMdoroe untie 1.Mechanicals adhering ap cab Codes and : - . ., safety requirements. . , - a.Concrete on e' sand of Stay*fill minimum,with III-iOl 10 wife mesh re%dorcing. Q Z Interior arabel t0 be placed on 8 mil.stabilized`Polyethylene vapor bard. 2..HVAC subcontractor,to fully coordinb allsystem data and requhamahis with the - -r` _ equipment suppler. e pita lgao k(Grcappar)tlheet metal tamstephlBlde . Dantragtor3,HVAQ luowner,and ✓ - 1 Z 5.,Prdvlda crawl i 1 rerluimmerde. _ a� subcontractor to provide MWl'System tayout drawing and submit it to general 4 _y cror' bituminous coating as sddaeea. _� _�__.�.__-___ _ ___ LtIMC#IVIR�Det-I radvWFTir'I�IE I 'n 032261- P rA. 6.Gen ral.eorma uipment supplier for final review approval. ,y� �, w - between SIN wood'surfaces that are eitpoied to pongrea or mai ry NEW A I ^O - 7.Dampithjof exterior of foundeflbri wNh a g s per Cod and3Oil t!1 �Ir Y i.-+ _ -.__ / b�? _ r �,�'� condition° GENERAL_WIN�p,_OP EGT(ON CONNECTION NQTES - � y� '- dFES510NP /b'yp -' - Adapted from 9fdndrdTor Hurril:ane Resistant Residential Construction; $STD 18-98 r - -•^'' 1;+Ay l . . and 1096 SBC HIi♦p wuldlEdgmn wood Frame Construction a"�.A^a�� - GENERAL,FI:OCRPLAN'tJOTES - Fasteners and Conndore'for lAbad frame Conatnictloa, - ;TABLE 3A; _ ...1 : - i l CLiMATIC AND GEOGfQAPMIC DEMON CRITERIA t995 SBG HKSR WIND Eptirit N WbOD '' WEATHERING SEVERE , 1.Dimensions$hag'take'pratelderngyer scale drevdngs(tip not spats drawings), : 1'.A Continuous Toad pathbabl eeFl footings,foundation Walls,floors,studs and roof :FRAMC CONS UCTIt}H s11AN11A! framingend w �- - -- � FROST'LINE'DE TW Provided: " RarTERSPAOfNO1a Q/c'y ._ 31 -11 1 2,AN interior wells to be covered with W,gypsUm board Wdl mMal 00r710f relnforolnB, - i120 mph FASTEST W INDSPEEt1 _ k12 11 TERM MQDEJA1 ' TO HEAVY r+N Tape,float,and sand(3 Coats). 2,Approvedoonnealors,anchors and other fastening devices not included in the '- 51 DECAY - SLIGHT TO MODERATE (� VJ 3.Walls common toerage and house,to thug a leer of ill fire rakd p manuStandfacturers tip ,Cont ROOF TCH - BOOPNUMBER' LS WINSHIELDTER UNDER, 11, W Samoa 159' t are cesidg: Manufaeturroodlumber durefa resominendationa. , ' - PITCH BRAN fttz OF NAILS I� r' ICE SHIE D'UNDER- AS PERMAN UFACTURER'S, _ w res 2layare of818" Afieidted 0 3.Metal sfieg Ilelnalalled In aDcardanee weather or - _ - ,_ .,, r ( m- 7 _,_t S L-YIjAENYI REQUIRED -SPECIFICA'170NS 1$TATE CGp( Z sum board manufa subled at rare adjacent __ __ - 4.Atlhethiaml,diet area Coal s and,pellingsadle � � ,bolls,and nal)a exposed digBctiyld(pped ,, 2D $ - . 12 � ', FLOG 'HA7A OS � � � U ' contractors; wale water gawani d. N conoeion in.Dostal. 2aL[iNM,C'. EP AAENT.CWTEY't1f7i az s 1 U A YCtA FLEA N R-3 RESDENT]AL-, ,E N, 10BUILDN CQ0EN.Y mtioatd orwaltbla aenfm We _ - ., - - ze 'r III poem plates t)E$if3Nu d, C1114C onWgQntlsB to have 4. ere windows and doom intarruptlil structuralPl eda at sheathing an ming, 5n ae ' „ , S. O , _ _ SECTION3' 0'-310.2 ., areasfroming _ - r_ 2 IG I .:.' ���oradual ' a sCIheadeaW socia mit onesuddateaitlroOpenip and rotamafc p - -- -_ __ :_.___ . .. L.._--_'' I � � . - 6LLING-UNIT"18'.91i � ' ,gash si4e of nln9. . , Cripple 1� DEC"61 A C' a 46 . 50Riflestra xadoYnber to kfd'ineRlucph ofoRPbslnePn110tf axde(1t NTere collar . . - z _ -A 1'x'1LL T1C;S.W' UT T, " G" sOf,I 66r ficial be edOf o t 9eeA,ahtlet�'ah „ A, _ 4 q PYreconnedd a? 4 L3ESKI ,Cf2ITE14tA RESC G RO o 1 ga shat(baa con ided atvadn iafler bearirtg, ATTIC&� THAN 6LE, . . �� LOO, PLA AND E, ITION-WFCAA' - Kri a i+l wI AIR E � RIFiTfl/EDESIGN- 1 5"k11 WWIND, RGGM o E. T' E IS ',' #0 ' � � � � ea_ .. a1 _ 5 -. EE F AAA ��' SLEEPING RO MS' .. 3.0 7: Floor to floor hold-d6wos to be provided every t8,and'wery i6' within Vof exterior _ 6 `a i. N.L- . .CALG t,R170NS -, PA „ - I . -(U _ comers. 24 T 6 WI , NDDpOR CW RULE' PAGE 7 nP-I CRIT A L U, F se ' SEE BUI 'D1NG ECTION' A A 4 O A.I:A. 8. $til Plate to Foundation Anchorage: SIN Plate shall',be anchored to the foundation - - • az - e " ARCHITECTURAL, R CHIC ST NDARDS with anchor bolls having a'mm.bolt diameWrof8l8 end;8"x3"x1/8"Washem. A _ '" - ae - "T 1'9 NAIWNG CHE ULE PAGE InlnimumOf'oneimitteNeshalshAllbe e0.mtilden y4t Imhetl 19 inches T iz 1zrz ' a $-„ WA - W - each plass. Ancn ' P _ S -. . ' 1r'S:tb 'meson /ountfadtlni Arlcfjorloofli shall be Jmcated WNNn 92IrInJteb of Damage aril at _ 2a DIAta'TRA'M WA G uT�1 N LO" - m pf7lncnsin concrtl6el - �,24N/ spdaltgnot�xxadingtraatDn'augtr , - p Wi MIA IS t _ - -„- - - - -- - ' - DESIGN A O Y -_ $2 6 , - _ - RGY LCULA CoA WIND - - THE$P NOTP,S,ARE,GENERAL CONSTRUCITGN NOTE19t�TTiEY ARS-Nd7 W t D-E P E E . >_ _ ., 1 D m h:.. : .. ,�GE CIF14l'"A44Y VdRPfT$N Ft�R Till$I'll THEY ARE TD"CGN$IDE��S A9 TR CT D � B'' - GENERAL.CONTRA GR BEFORE CONSTRUCT1646 GINS.WRM YGUR _ LINEEONt=Y A!!ID SHO ILl Dl'SCU S LCON VIII --_ _ ININA �4RNk E}LBIS PRO ECTION i o R, E �. , ._:_- i . .. _:,L, !; : .:' - • �, STRICT URALINOODPAPBH�cpRareaRaNgF��o��oNox:NDBusrs PIRO -- t (MA;IMVM MEAS N M '344ULTIPLE SE CTION-ASSEMELY: 114 . ` 'QSN2IESS$oL, V�LLXMARR:OLINHa2e.0 ' ', v0 Yi I' I THICK BOLTS,92'OC ALL-- 8 TO BE ANDERSEN HIGH PERFORMAN CP Oft APPR0.V ED EQUAL __ , 1^n IaI _ - {IGA_LGLLLATIO NS, FO RW_ INOOW S„B:ASS'b UPON EXP68'UIREB �Ir �^ L _ M '91HAVE DPU _I - a ,. pp � I � ICOEFEIC IE NT 1 D W IT H” 120 mPll" RABID WIND SPEED _ AS PER _ _ W'_,,.. .,._ ,FOR NA�ITAB LG BPA REE SS RBQUIRE M.E N'TB . , _ — il! I V ' R S01r2 (21 NEW YORK STATE BUYLDING CODE-1 _ 1i - L RIL,LES' 8 VATONBiI4 N,'jj Z III "11 CU TOM G EE ELE WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BEI PROTECTED WITH REMOVEABLE BIB WOOD STRUCTURAL A' RCT FA L P WERE I - IWIT,HMATZ`MUMOFB. A",SPAN SF'ASTENER$ KDR SPANB�UP, TOED" Xu HALL If E-E' TIS aD—WOQD SCR EWBA_ ST III i RUCTU RAL PANELS FdR SPANS UP TO S 0' BNALL E 2 7IT •S AT 12 O/C., TABL fii 304.2 1 2 J712'HE OHT s U STOP-{OR STOOL AN THE ADD1710_N�OF A 1l2 'XIS/1'UP UP GRAPE SILL 6 P ,.($IL L' BTO PS TOTAL _A 7.114 SHE ­16-Ir-T AIND REQ U IR E` ,THE IN S TA;LLATION OFA SPECIAL SAB H'L LFT IN LULU DE'}-1 -W LTM PP UPGRADE BILL STOP _K IT L '�n,L1. UNITS MUST ME,E,T, OR EXCEED THE MINIM-UM DESIGN PRESSURE REQUIRED ANY' MULLED_UNITS MUST MEET"OR 'E%C EED' ! Wi' rI S.:TIM ES f02-15ESIGN PRESSURIr E REQ UINEd AND 'M'119T TRA NSFER Lp A979 TO THE RSuRH OPENING SUB STRA7E ALL E_XTE R 16 REFER TO SECTION WI-1609A.4 FO'R AL7E RNA TIVS OPD NTNG PROT ATION CONSTRDETIOW GLAZING M08T MEET ASTM E 7988`fEBT R__Q1 MENITS ATIP YOR_K 'B TA I"&' R ESIp fNTIA 4,- i j1 i� j �' C - - - SIO' - �' - ~ a w � ; L i SHUTTER SEEM LY U' UD N.T.S. - - FOR.PANEL SPANS:Ur4-W'WIDESPAN, - � 'h O BLE .1A �' A ISH ILIA ¢ z 23192"APA SPAWRATED 411/24 SHEATHING,GRADE PLYWOOD(OVERLAP AROUND OPENINGSf) - - „ - w z USE AC GRADEW/2 COATS EXTERIOR PAINT 2SIOEB,4 EDGES: LAPEL ACCORDING TO LOCATION ASSEMBLY: ATTACHING STRUCTURAL PANEL:FASTEN TO'SUILOING.W/148,X3"(W/WASHERIS)GALVINIZED OR - - STAINLESS STEEL WOOD OCR",*16"Q C.OR SETFEI?' � I ' ..ALTERNATIVE FASTNER FOR SHUTTER TOAU6.OINGL #10 TEE,NUTS ATTACHED TO BLDG.W/M10iL 1 Y='(W/'WASHERS)MACHINE,80LT @ 12*0.C. 'I WHERE SCREWS ATTACH;TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED - - . UTILIZING VIBRATION RESISTANT ANCHOR$HAIVJNG A MINIMUM'V&HDRAWL CAPACITY OF 480 Lbs, SHUTTER ASSEMBLY' .' N,T.S. . FOR PANEL SPANS:41-0"ORWIDER SPAN 2 SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0 a 4'-0"SPAN NOTE ADDITIONS: 0 Z 2x4 STRONGBAGKS 0 24"OG , � � '� `s O. , ASSEMBLY: - H 0 . 1).PREASSEMBLE PLYWOOD 7'O 2X4 S'A 10A3"(WI+IVA3HERS)'PALVINIZEO.OR STAINLE81 STEEL " - WOOD SCREW.d 12'O G " ,i �I z 6LT,HICNATIVE rrgA Qekmt'N'L4'PRATEIi�7flbk w WOOD STRUCTURAL'PANELS WITHAMINIM UM'THICKNf9B OF Nle"AND MAXIMUM PANEL SPAN OF 0+0" - SHALL BE PERMITTED FOR OPEIHNO-PRO'T 6f]ION 74 ON AND TWO STORY-BUILOIN4. PANELS - I'i _ 0, $HALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. r �' (REFER TO SECTION 1609.1 4 AND 1809:@.'S AND TABLE 16091.4) - ECTION FASTEN •• II .. TgSLE T809.1.4 FSF cr HLr l�f ONNE'tlEBRIS PROT, ULE FOR WOOD S N, Els WINO$ NG tlCWfD TRU URAL INF,LB AN'4'2 1�0 PAN£/ 4rf%"4 Ik, L 0..I1A(IMBt i1 `.. • f r-, J I!' / x _ FASTENS/TYPE, '! DIAS 2112" sB W QD.$QR S 7 in, 1 2112" 110 WOOtl'SOREWS 0 7 cQ A.THIS TABLE IS'BASED_ON A MAXIMUM WINO SPEEO(85ECOND+GUBTJ OEYSO NPH ABD MEAN�IROOF ` HEIGHT OF'$3'-0".OR LESS S FASTENERS SHALL BE,INETALHED AT OPPOSING ENDS OF,THS WOOOtBTRUOTURAL PANEL; _ ., „ C- WHERE SCIEI ATTACHED TO MASONRY dRMASONRY'IST,UO0p,4NREV SHALL BE, OATACHED OF4196 NCHOR NAVIR ., I ' AT LIZING VIBRATION S - PACITYDF4 pESISTAN7A A'MINIMUM'W, - 'RIDGE RAFTER'- USP kS2W AT 27 G i l¢ i � ljz ' A RAFTE`R/RI-DGE/RAFTERIwTIicT,, -RAFTER .-- ---.-- KING STUDS - � i RIDGE RAFTER iW . _- --- -- 'STUD --� � _ O . - USP RTIB OR I2j RTJ_— RAFTER ___--_ -El TOP PLATE--- TOP PLATE -- USPR82WAT21 —.. _ .USP Ria — tax;1 y1, USP RT20-- - USPR82Fi0 AT 78' - 2 = USP L90RTMU IPS--- - USP RSM AT12"���! - I� � O WALL STUD --...., O " WALL STUD — -- ION 1'LSP PRbpUCT 1 �I NU � I i ' JACK STUDS —I A RAFiER1RtOdE/FIAFTER'VVI'RV.GT" - RS2s,0 21" ' ' RAF TEW 'FTER WITHOUTCT' R920021"+LSSH179 'B RARE PLATEN-111n - RAFTS LATE, RT15"or )RT7 PLAM8 ), _. . E _ - B ` RAFTER/PLATE/STUD B, 'I RAFTER/PLATE PLATE/STUD HEAGER/STUD-, H c HEADEwsnm' " R813 Al - — . G EADER/JAGK _ - _. HEAOEwJACK STUD 250. 11" " RAFTER/RIDG /RAFTERwrocT 0 FLOOR TO FLOOR ..K . -.Or R8250 S8" O - - E.. STUWPIATEISILL . R8F.5(5 1S" Lo S'LUDIPLATE S25018' 2' - - lATFJSpJ. MPSF ill b' - 'F ANCHOR BOLTfi . , $ 18 W c<� . G POSTANC- RFOROECKS PAU SERIES 't<". - PORT ANCHOR FOR COVERED PORCH♦=5 CBE SERIES - � � i 1LBpR1Iw 16 acC.OLLARTIESi�w j O" z POST--- USP CBE--- r P,C;FOOTING- 2ND.FLOOR WALL STUD----- 2N D.FLOOR WALL STUD . ' IST.FL,OORWALL STUD ---- _1ST FLOW WMl"BUD-- LU 2ND.FLOOR PLATE-- r- 2ND.FLOOR PLA--''E_--� SUT.�O PLATE-_ 1ST.FLOOR PLATE -G �a W - � 1 POw�T AMGHORPOR COVERBD POR�� SUBFLOOR- �— - SUBPLOOR.,-T @ OR 3LIBFLOOR--- .J --- _- _-�.-- �' � uoZJ RIM BOARD--- - _ RIM BOARD--------. . ., .., 8250 AT SE" — - "USPRO250AT.W - USPRSM AT 16 USP KLFT'A — — - � .USP R 13T,FLOOR TOP PLATES- 1ST.FLOOR TOP PLATES - "^ RIM BOARD t7OUBLE$I!L PLATS; POST'— DaueL 4. IST FLOOR WALL STUD 1ST FCQ,OR;WALL STUD r'r • • - - _ FOUNDATION WALL - FOUNDAfiIQN WALS --Q J- —., "UBP PAUWP.C.FOQTI9pFES510NF' � � � �,K OR`TO FLOOF� � �.�. D �FL4�f�TC��FLf�OR,. _. � � E ,�S"fl��7lF'LATELStLI j F !U = - f _._` PO RSFORDECK9 t, Q>�F'iJITE P4ATEISi�4 $T At!tOHQ G J _.-. -- I III III ill 'I I R w loll � I�} I I I u'I' II 1 Ili - QomIJ II a, I 03, O' n I a. I o LO CL z LU Wg , , � ' (0 FRONT ELEVATION a -O" o z � r 4-4 z � Q c) _1 n_ to F W '" `fie `� y�✓ I,, - . IrI F� ', Ni�T�z'� Liju 32254 j �_ - - - - - - - _. _ - - ._ -_ � �4CC�FM}� \�.'���� H N <� �„ pe k' +><Z° T '` �• � le � y� y 4 ^ RIGHT 51DE ELEVATION /4"-_ ;_O, - -- --- II� II r � 1 I' — — 7, - - i $ ' . 1 777, j -- - - - - - - - - - - -- -- - - - --- -- - - �' - Iwl 0Io � o m REAR ELEVATIONq ujz CC ❑ Z OZo K it1 ,i vw - .� F LL f -0 V M M1'SWi S •�1 ! S T� O �\ O i S fr¢ ' 4 C� `�1•ry � p r P 2 J � 'nFO 0922541 �b p�OFE5510NP� LEFT ,SIDE ELEVATION rn N l _ Y hI �F (¢ J, in IZI �� hY 1 Z 3"0.' POURED CONCRETE � � � l APRON @ GARAGE DOOR I ' dpi !011 , !01 ' GARAGE 5LAB ABOVE EX15TING BA5EMENT TO REMAIN F- -B" P. W/ I FOUNDATION fL n WALL W/ I'-4"X 2"d. FTG. d O r UNEXCAVATED " 2a' PROV I/2" KEBAB DOWEIS ' @ 12" O.G. VERTICALLY INTO EXI5T FOUNDATION WALL AND NEW FOUND,WALL ABUTTING Ci1'PICAL) O p � n 4° P. COMIC SLAB ON COMP. FIQLX I O GAUGE WIREG (TYP. ALL'MlrH GARAGE AREA) B" P CONC. FOUNDATION WALL W/ I'-4"X 12"d. FTG. " 4-4 UNEXCAVATED w z Z W ' �{ U r Z_ 0 O 41 POURED CONCRETEI "'SLAB W. COMP. FILL Z W1 W.W.M.6 X 6 REINP. Q 1y )o a 9 y a 032254-1 p9pFES510tiP�/1m N 1 Illi I' ,i 1 II FF Ll ju i I I U lo, ' 0I w. I I cx 10-iao R.R 2"X Id R,R la, I IG°o.c, (rrP) 2°xa"c.r, � le' o.c RYPj I I EX15TING 1005E TO REMAIN . . VALLEY LAYU. OVER NEW GARAGE Z / MET., � V UNHEATED � W � N' 2"%B" LAYOVER 2'X O" RIDGE ! BG- - Q` r, /,VALLEY r fD i" "/ I 3/4"X9 (/2"LVL RIDGE 2"Xd" R.R 2"Xb. \ pz $ 3. 0 2"x 1 O" ro O . EXISTIN.n HEADER ABOVE \' x 1 2� Q Pfor DOOR ROVIDE SHU n p 16"O,C. MT.)- -- ---- I sr RIDGE w � DD L— I- - _t EXISTING EXTERIOR 2"X 10"R.R. - m ALL W/3- 2"X 4" SIDING TO REMAIN16"O.C. .) 5TUD5 2"X I O" HEADER " 1ABOVE OYP. ALL) 5D GO A - I K GEII,ING,MATERIgL - r^ HOT TUB nn F PLATFORM .�`\ _— -- 4-4 18_4„ I MI it ✓ - Iu V NEW 5CREENFOOM jN 5CREEN DETAIL: , , n, UNHEATED 112" = 1'-O"SCALE N>! NOTE! SEE SCREEN DETAIL 7 "R I" REMOVABLE STOPPER J N 'ii TO STUD ON LL EACM SIDE pP SCREEN .n TYPICAL BOTH ENb& ' x aQl6" O.C. (tYPl6O.0 - ul @ 16" O. .) 2'Xb" RR °AZEK" "% 2" 3- 2"X4" ul L �� n ) '� TRIM HEADER 5UPOORT � - „ - Jill EXTERIO 31;;G7-' 2-t>r6' 2AV, %b7 �A497� 31x6T WALL - "CAMMEKT2- - , _ °ANDERSEN" XT. "AZEK' I"X S' - WINDOW 5CREEN SCREEN SUPPORT TRIM ➢r lr �, 2 NDF .FO F TI1RE W NDOW INST ELATION: 5 A N � II V REl(AOVE SCREENS, "A2EK"TRIM C F� 032254-t S,- EN.5U PORT; REPLACE N(ITN' n9 �,� _ MU)-1RD"ANDER5F"N"CA5EMENi WINDONS DfE5S10HP �i lNEEN HEAQER SUPPORTS«JACK STUDS - - - - SRE AGCpRDINGLY IN OPENINGS' - - - I v V I1 41 I ! i1 it !� II I 1. ' I' it to 11� i VV,, I I - I, I I'R1 "� I s ,> po i 2if? f' i51'I� I I� . �I. ' I 'I II i I 1 � � �"� � ' �, I - _ PROV. U5P 8516-R.2I^ LLyL I � CONNECTOR ARCHITECTURAL l 778" RIDGE ASPHALT�ppP C SHINGLES-MATCH EXISTING = �i01 . VERIFY PITCH IN FIELD; PROV. USP 8516-R 21" rl i LOCATION OF CHIMNEY CONNECTOR I -- i, TO DETERMINE PITCH CUM PLYWOOD ,�,I, �� 1 ! 2"X 10 RIDGE ASPHALT ROOF- I!° -2"% 10" R.R, @ 16"O.0 w ,!0! . 2 -- NS_G4RNING OAKRID II ❑ , I ' � orR E I�c,rcnr 8 i ., L,i 8 R-30 INSULATION (TW) a li 1/2"CDX PLYWOOD II H0U5E i TO REMAIN r �' II ! 2"X8" RR. @ 16"OC. . _- PROV. U5P RT20 _ CONNECTOR(YP) T NEW BREEZEWAY ROOF PROV. WHITE ALUMINUM ' VENTED SOFFIT W/ PROV. USP RT20 F- I"X -I"X B" FASCIA CONNECTOR(TYP.) 0 ti _ PROV USP R51 6-R 2" 18'-9" W C (_T ECTOR(TYP. ALL 1s-2^ we- rN5 4 DOORS) (r r c0 I"X 6" FASCIA W/ - 2-2"IX 10" HEADER ABOVE ALUMINUM SCREEIII I 12, 2. VENTED SOFFIT ❑ r b 9 SI E N^ -- BY ANDSIZES AS ND 2'X 4" STUD WALL 9'.7'' 172" COX FLYWD. SHEATHING ❑ Z p IICATED ON PtAN5 FINISH EXTERIOk W/ � PROV. USE 8516-6 36" I 2"X W STUD WALL' CERTAINTCONNECTOR(!YP) EED VINYL _ n ! Z ` "STERLING GRAY' PROV. 4"POURED CONCRETE I PROV, USE RSI 6-6 36" S TO MATCH EXISTING LAB ON,COMP. FILL 2"X 4" CCA SILL PLATE 4"POURED CONIC LL WITHL4B CONNECTOR(iYP) r M WITH W.W.M,6 X 6 REINF. PROV. U5P 5TB 16 Z'-e` 2"X 4"CCA SILL PLATE GRAPE, -. _ _ .. _ANCdPKbOLT5 RYP.L I 6 W.W.M.6 x 6 I OG WIRE @ 4B O.0 - - - - - - - - - PROV. USP STD I G GRADE ,ANCHOR BOLTS 0YP.) @ 45" O.G MIN, U EXCAVATED 8"POURED CONCRETE - MIN, 4" POURED'CONCRETE FOUNDATION WALL TO UNEXCAVATED 1'4")( I'-4`X 1'-a, FOUNDATION WALL TO POURED CONC, FOOTING I'-0"X I'-4"X 'I'-0" POURED CONC, FOOTING t ' /2"X 24"R5 REBAR V/LA/� DOWEL(TYP. ALL FTGS J �J LU Z W ' U z BUILDING SETIOIRE _G C _ N5 1 ll 114" _ ' i O LL �. L ❑ (l^�; Q LU Q 0 032259-t EC l n _ i p�DFF5S10NP �f