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HomeMy WebLinkAbout34157-Z FORM NO. 4 1 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY. No: Z-33698 Date: 05/08/09 THIS CERTIFIES that the building ACCESSORY POOL HOUSE Location of Property: 330 MAPLE LA ORIENT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889. Section 17 Block 3 Lot 2 Subdivision Filed Map No_ Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office :dated SEPTEMBER 11, 2008 pursuant to which Building Permit No. 34157-Z dated SEPTEMBER 12, 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 ACCESSORY POOL HOUSE WITH OUTDOOR SHOWER AS APPLIED FOR. The certificate is issued to LISA YUSKAVAGE & MATVEY LEVENSTEIN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL .CERTIFICATE NO_ 126813C 04/24/09 PLUMBERS CERTIFICATION DATED 04/17/09 TODD DAWSON r A t rized Signature Rev. 1/81 DVV . E Form No.6. TOWN OF SOUTHOLD MAY s BUII.,DINGDEPARTMENT 2009 TOWN HALL 765-1802 O TOWNN OF SOU APP ICATION:FOR CERTII ICATE.OYOCCUPANCY Of. TH 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: I Final survey of property with accurate o€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 appplicant.If a Certificate of Occupancy.is a denied,the Building Inspector shall.state the reasons therefor in writing to the applicant. C:. Fees - c 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$50.60. 2: Certificate'of Occupancy.ori 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: 33 O House No. Street; Hamlet.. Owner ouOwners:of Property: S V e °"t.Af ve tleV4 Suffolk County Tax Map No a 000,..Section Block 3 Lot Subdivision r d Filed Map. I Lot: Permit No. r"i Date of Permit. Applicant:L1S I,doi s XV-" 1- Health Dept.Approval: - Underwriters Approval: Planning Board Approval: .. Request.for: Temporary Certificate Final.Certificate_ `' (check one) Fee-Submitted: $ ��o`�}1�� Applicant Signature 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. 34157 Z Date SEPTEMBER 12, 2008 Permission is hereby granted to: LISA YUSKAVAGE & MATVEY LEVENS P.O. BOX 20703 NEW YORK,NY 10009 for 251X301ACCESSORY POOL HOUSE,NO PLUMBING, AS APPLIED FOR. at premises located at 330 MAPLE LA ORIENT County Tax Map No. 473889 Section 017 Block 0003 Lot No. 002 pursuant to application dated SEPTEMBER 11, 2008 and approved by the Building Inspector to expire on MARCH 12, 2010 . Fee $ 200 . 00 f � - Authorized Signature ORIGINAL Rev. 5/8/02 H Z Town Hall,53095 Main Road Oy ! Fax(631)765-9502 P.O..Box 1179 �Ol � Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Ll r7 Building Permit No. � Owner: (Please print) Plumber: / �GLi.a.►SC✓`^ (Please print) I certify that the solder used in the water supply system con_tains less than 2/10 of 1.% lead. (Plumbers Signature) Sworn to before me this P day of 200 CONNIE D.UUNCFI Notary Public,State of New York No.01BU6185050 Qualified in Suffolk Countv Cammission Pxpires April 1.4, 0 1 Notary Public, County _r� :�:•�.�'_ �:- 7:'�'i:C :`-•,'.•- `�•��� -tea -•"+. = sr: �M��•z =�-_����=�='�'=�- � :-:-.z Ari ,';s F,..;:.Fi,..4 �,r'rs,�„is Ei..y9,�„�.s..•.,r.Fr..=:•i'i .�.:,rZyr».r,4•�ss .r.C•>s...raps. 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Application Number 4/24/2009 375 Dunton Avenue 126813C East Patchogue, New York 11772 (631)286-6642 - Issued To: Lisa YuskavageA ` Street: 330 Maple Lane _..3 Village: Orient Zip: 11957 Town: Southold Section: Block: Lot: Contractor: Shore Power Elec. Cont. Inc. Lic. # 42536-ME Was examined and found to be in compliance with the National Electrical Code. �111�•�a ����i`�jl� ❑ Commercial ❑ NV Defects ❑ Pool ❑X 1st Floor ❑ Indoor ❑ Basement ❑ Hot Tub Residential ❑ g ❑ ya�= X❑ X Det. Garage El 2nd Floor ❑ Outdoor ❑ Addition ❑ Survey � - Switches Receptacles Fixtures GFI Heaters A/C Fans Ki'b. 11 8 8 2 �,�•'.� ', Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves =- Furnace Oil Gas Circulators Smoke Detector Bell Transformer �:I! X `^a•"y Meter Amps Phase UG/OH Jacuzzi Television CO Detector ;1 Bldg. Permit: 34372 Other Equipment 54' Track/ 1-40 amp Subpanel/ 1-20 amp A/C `-- Disc. y °\ Hugo S. Surdi Kvcyf;r =-= President �-•'- Rough Inspection: 01/21/2009 -- '� �'w: ----- Inspe r• n a , It JIT - -aiilf rspectio 4/ 20ector: J hn McMahon III v:• — �I�•'.��= This certificate must not be altered in any manner. Inspectors may be identified by their credentials. ���;d► ,:;.:-:;► 1;, .� i� ,,:I 1 1;.,. `111; - 1i 1.„ 1 1 ,; 1�� - „H 11 ,, 14) „r 1 11 , ) �,it►{ , ,liE.11, .Ifl►1 , ,11{►1 e,,11}1 ,;;11►111;, IN ;,1}► 1 i 1{{11,, ;if�it, -,I1�11• , (411 ; 1`'NI, ;11►i1 „u�11�,1►NII ,,;1{{r---,�, ��P.'rS° ^}�}��r✓�ll�l/t�l�f� -rll�l�lll�,ls,i)f�7}f/l; hIIVII� � , Ifl}I//lf /,�llf/l+if o,,I�I�IIi1Hf A �1�//1fl�i„i f�4/♦:1�fR�'�,;/�1}t11�1 r f�1�1�1�\,/ 1}f fl INll�f 1�1111�1, b}�1/1/1�1� iAf�111/11f ,��{/I/!�,M 1,1`I/IIf1� 4�Il�f� 'f��1/i+1 %I�llf11�1�`,1�1}I/I�IF`���, 1�s� 'i'.�i'0�.��,,.c1r.�i.,.,�.�.,,,,� ,r„p� ,.,,, .�`40'Oi� i�'i0'00�.�'i4'i'0 .�'i0'i'0>,��'i'i4b��. 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LETTER OF CERTIFICATION BUILDING PERMIT#34157-Z BUILDING HEIGHT As per Town Code Chapter 280-19 the maximum height of an accessory structure such as the applied for pool house in a Low-Density Residential R-40 district with a lot size of 46,206 SF is 22 feet, and the minimum setback for the rear yard is 15 feet. The actual building height as executed is 20'-11"from grade to the top of the ridge vent. The setback to the property line is 15'-6". The built structure is therefore code compliant. I here y state that the information provided above is true to the best of my knowledge. ( Jaa k Uellendahl D EC EE WE MAY 8 2009 BLDG.DEPT. TOWN OF SOUTHOLD SO(/Ty G f J �yC0UNT1,0ct� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING / STRAPPING . [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR ho��OF SOUTyO�o ��y00UNi`1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ -]-FQUXDATI-ON-2ND [ANSU-LATI-O [ ] FRAMING / STRAPPING p<FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: r DATE l '��' INSPECTOR �; t SOUjyolo ��y00UNTV TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [=- ATION PL13G. �-4170UNDAT_I.OUI_2N� [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: -� c: DATE INSPECTOR SO�jyo�o �o OOUNTI,��� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ F UNDATION 1 ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION l _ REMARKS: C - DATE 113 10f INSPECTOR- l'l(s �q SOUTy�Io coufm TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUN ATION 1ST [ ] ROUGH PLBG. [ ] F [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL CEO-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: - DATE INSPECTOR Coj IMNTS FIELD INS ,ECTION REPORT I D TE I , h FOUNDATION (IST) i -------------- -------------- ------ c FOUNDATION (2ND) L' i z o i \ y ROUGi FRAMING& PL-LTMBING INS.TJLA-kION PER N- Y. \\ STATE -ENERGY CODE - p _ FINAL i f Q I ADDITIONAL COMMENTS O ID . Co z x H . x d H i i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DERAIYTMENT Do you have or need the following,before applying? y TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ' I r Survey www. northfork.net/Southold/ PERMIT NO. `-r l, Check Septic Form N.Y.S.D.E.C. Trustees Examined nn1 I(((7i,20d b Contact: /. Approved Mail to: Disapproved a/c _ / 1 q Phone: Expiration 20 i Building Inspector ! SEP I i ug APPLICATION FOR BUILDING PERMIT L! �. :.: Date 2008 INSTRUCTIONS a. This application MUST 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. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises �`�" k1--sk A v'xi15 e�- (Axq7—VEr Z-C V&4l v7&14J (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. 6(1, 7-17Aj 14kt9 UD IIJC. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block Lot Subdivision Filed Map No. i.r- -m V*V61 n (Name) )tRO.11 n a� z. :�gr; ��9.,zlu 2. State existing use and occupancy of premises and intended use and occupancy of proposed cor ttrazction: a. Existing use and occupancy/ b. Intended use and occupancy oe&S/Q6-X}77,o9& 3. Nature of work(check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost -Ivv 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 AZP 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 entire new construction: Front 25� Rear � Depth 30 Height 22 Number of Stories / 9. Size of lot: Front 290f Rear 2-91. 4-0I Depth 166, 001 10. Date of Purchase '2aD�?- Name of Former Owner 11. Zone or use district in which premises are situated R—-1 c 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 1/ 13. Will lot be re-graded? YES NO Pi/ Will excess fill be removed from premises? YES y .NO L/5A Yvs'r-Ai1'q"'+E 14. Names of Owner of p emises1-7A ' Z4 6 ddress 330 l-i'Q 4-/,0ta-fhone No. li4G, -3Z�-0�72 Name of Architect 1=4/e/%EVIG&& t' ^adress ?,!g& -/6 gy ofillff Phone No l '4427 B60f Name of Contractor /.I 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 BEEQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO 1/ * 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 OR!5 / being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 6ext 20 0 U Nota P%fux NYDELL S ature of A plicant NOTARYPUSLIC-STATE OF NEWYOW NO.01NY6189605 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES 08/30/201 Z_ SURVEY OF PROPERTY ---- --- -— — —— —- — ; SITUATE: ORIENT N ' TOM: SOUTHOLD � SUr-FOL cOUHTY, ILdIE E (RIGHT OF WAY) �f ° RAJ E SURVEYED 04-19-OI ---------------------------------------- E E E E E SUFFOLK COUNTY TAX u .. a=ne=o S83059'40 1i --- -'-------- - --- 20V.V{/ -- ---------------- -------------------- _" ----- ---- _ S 1645p' Hy '-F.:.i-ic"-�:LI.J�:uJ_l i.:ui;1_i :-t_L�+.a..; ------- ------- D_ _ ----------------- ___ by5.__ � /y Gd 'VY•5 2 � / 4-• STORY ,LAND NOW OR FORMERLY OF 8 T EID A MAHAFFY FRAME R 8 j' d HOU5E / e - j .5 Ea5 Pow, �, o N \\ r / az rZ z A� i A =rn FRAME M A GAR GE i i 0 2�/ 0 LAND NOW OR FORMERLY OF 8 A, REID A MAHAFFY C17 Eel o 00 N83031'00' o„o ro� F — — �e{°� 281.45' �� yey i e LAND NOW OR FORMERLY OF WILLIAM W SGHRIEVER e WF ^r.�O G,Fj{ vP .tea . N w MONUMENT FOUND y `� ' , PIPE FOUND • P05T FOUND CERTIFIED TO: JAY MALCOLM KENNEDY 5AR13ARA SUSAN JEWLER AREA= 46�206 SF OR 1.06 AGRE5 FIRST AMERICAN TITLE INSURANCE COMPANY OF NEAAQUEB YORK �77�� NORTH &UEOR ABSTRACT CORP. JOH EHLERS LAND SURVEYOR GRAPHIC SCALE I:, �O' NORTH FORK BANK — 6 EAST MAIN STREET N.Y.S.LIC.N0.50202 __ RTVERHEAD,N.Y.11901 369-8288 Fax 369-8287 REF•-I�FIp se[veildlPROS101-156.pro SURVEY OF PROPERTY ")`t I N SITUATE: ORIENT TOWN: SOUTHOLD a s SUFFOLK COUNTY, NY SURVEYED 10-13-2008 (RIGHT OF WAY) L S FOUNDATION LOGATION II-14-2006 E E E E E E EL=48' SUFFOLK GOUNTY TAX # EL=,W----------_ 280.-00� ------------- 1000-17-3-2 EL-50- UNPAVED ROAD ------------ —4�' CMrIl'IDrIDEDTO: 16450' ----------- --- ------------------ — NEDSE5 X __ __ __________ ROO______ _ . . . . . . . . . LIISA YUSKAVAGE X 3C —_———__e`�-�——— —_ MA'II VIEY L]EVE`NS'II7E N seb' ——— ——— 1035' 2 STORY ROCK RETAINING WALLS FRAME LAND NOW OR FORMERLY OF g X HOUSE j O REID A. MAHAFFY sA DWELL I N6 l� SC O SCREEN DECK = PORCH R STEPS W I -- ' 145' A POOL f+ --- r O I CJ r o� = >A Z x�.QUIP. d ;; U Z20 fll ibe- , --i x zgas' rn a � t BcDG.DEPT. M T F SC`UTMOLD A FRAME z 9 GARAGE Y O V 70 LAND NOW OR FORMERLY OF REID A. MAHAFFY El F.a rr VACANT tz z 8 A --36-0----- •VMWt1 w �I Vl —I V EL=2T IE WIRE --- 0 N83`3 1'00"W o55 0 PENCE 9 — 5 EL=34t o���� 0¢���� DWELLING OF NEW I �G j' O� nYw he ieE clte olbn o aeml� e NOTES: V—Ye„ LAND NOW OR FORMERLY OF pll mFw'bl oF'i� I.f y WILLIAM W. 5GHRIEVER s WF ,ee y,,,�egun yea ore ro,br ,MONUMENT FOUND * 1 PIPE FOUND '. ee lr eetwn uano ea he eon, r DWELLING C)' 1 ?�! w I I � � leug eeae or aoonoe For lola swm�a� POST FOUND p bg�e r ee Ye«Stote ��o.FFereeebrol • Lmd Srva e.Sotd catnluofbne yell rt�aNy eo tro pereoe ro-.+pole tb>«..,ey n preporea ae on w ueeon rn the ute govartrt� �I vo. ,1" (��� tal nyerlcy m0 lerHhg ImIIG�lbn l� [e�E Fer od SF JC' to the aeekJleee of tM IenaUg YelQutbn.GertiFiro- A D S lbre ore rot VvefardNe to aEtll[brnl bGtutlore AREA = 46,206 5F OR 1.06 AGRES JOHN C. EHLERS LAND SURVEYOR GRAPHIC 5GALE 111= 50' 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Compagserver\pros\01\01-156 FOUNDATIO 16 �.S].09R� FUMJATON O.'.I.TbN ,. TOWN - OF SOUTHOLD PROPERTY RECORD oa CAD . �s- -- OWNElk STREET VILLAGE' DIST. SUB. LOT; �330 CORNIER WNEACR. , 8 tiara �ev�ll�� �✓t.v Eli,L aI~-Al n I ,o<o j.(-1 eJ',7)Cl;✓1 /S r 1CV TYPE OF BUILDING Cf try i RES. � SEAS. VL. FARM 0/+. COMM. CB. MISC. WktdValue LAND IMP. TOTAL DATE REMARKS dD \,5,600 ; OC): ( 7 6 4/6 0 2- - - I to 25 g c .2 18` '�, D Od S 2> �lY�l�ath �s� �c� ��CervaK --�u �ti�� �►�; �;4 r �'� Z -00 Ll 00n (34 fan AGE BUILDING CONDITIONna .rourA DQV NEW NORMAL BELOW ABOVE P ` / 3 lae Pam'ak�3 FARM Acre Value Per Value - / 22 g j Z,(oon�,coo; Acre �� .�-� ` Z��J U "��WILL�'l�J S Ql� e ono : Tillable 1 Lj Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD () /B,o i) A-W oo House Plot DEPTH S BULKHEAD Total DOCK '' ;Y• .' ;, "MMMMMMM ■■■■■■■■■■■■■■■■■■■® Y `- t?.• -gib"- !c 1 ,ra.t. (. �./ t. :a, � ■■■■■■■■■�■■ :a �®■®■ ■■■■■■■ ■■■■■■■■■■■■�i�■■■■■■■ ■■■■■■N M■■■■■■■■■■■I'■■■■■■■ ■■■■■■■W■■■■■■■®�■■■■■■■■■■■ c ..L"". ...-.x: i•..........r t ti.... .....v' r .... :: r.. 1!. ..M..._ - ..:.. •.n` ■■■■■■■ ■■■■■■■■■■■■■■■■■■■ 1 1 [Foundation • " '• 1i r Basement I V-4 I p N, 1 •• Ext. Walls �'Interior Finish Fire Place Type Roof Rooms Ist Floor Recreation Room OEM, E MW ��Z OR =,M�,Driveway i u PA ' s .� �f l t tia R„ y u y-h Y'd 'OwY� '. a ,fy, x•pY t 9 k * ��■■■■■■■■■■■■■■��■■■®® 1 ■■■■■■■■■�■■■ Minns— INN .. - ■■■■■■ ■■■■■■■■■■■■�W■ {' ■■■ONE ■ ■■■■■■■■■■■�Ir■ ■■■■■■■ ■■■■■■■■■■■■1I■ t a. MEMMEM ■■■■■■■■■MEN } , .y,qV , wSy' 'f +r a' ,a; +;ta•L. ■■■■■� OMEN ■..■_.■_�l■ MEN MEN■i■■■■■■■L�0■■NNE F4e ` qa W a ■■■■■■■ ■■■■■■■■■■■■■■ ■■■■■■■ ■■■■■■■■■■■■■ •. 4 ` a M 4 ,s. k r,•. _4ro b f `'' ....... SEES M.....i `� 3h tq SOME SENN MOMMMEMM MEN ON !` ... r. .....�� .......... NNE ymom 4 .. .,K. .., .l.. MI Ml ...®... • • Erosion, Sedimentation and Storm-water Run-off Control Plan ASSESSMENT FORM EXEMPTIONS:. KIK0464P464C Yes No. A. Does this project meet the.minimum standards.for classification as.an Agricultural Project. Note: If you answered Yes.to any.of the.above,a Storm-water,Grading,.Drainage.&Erosion Control Plan is not required. ------------------------------------------------------------------- ACTIONS.REOUHUNG THE SUBMISSION OF A STORM-WATER,GRADING,DRAINAGE&EROSION. CONTROL.PLAN.CERTIFIED.BY A DESIGN PROFESSIONAL IN THE.STATE.OF NEW YORK.. Item Number:. (A Check Mark (J)for each question is required for complete.application). Yes No. 1. Will this project retain all Storm-Water.Run-off generated on Site? (This:will include all run-off created by.site clearing and/or coristrut lion activities.as well as.all Site.Improvements and the permanent creation of impervious.surfaces.) 2.. Will this 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? a . 3.. Will this.application require land disturbing activities encompassing an area. of five.thousand(5,000).square feet of ground surface or more? 4. Is there.a,Natural Water course running through the site.or is.this project within One hundred(100).feet of wetlands or a beach? 5. Will there be site preparation on slopes which exceed fifteen(15).feet of vertical rise to One.hundred(100)feet of horizontal distance? 6.. Will driveways,parking areas or other impervious surfaces direct Storm-Water.Run-off into and/or in the direction of a Town Right-of-Way? 7. Will this application require the placement of material,removal of vegetation and/or the. construction of any item within the Town Right-of-Way or road shoulder area? (This.item.does.not include the.installation of.driveway aprons.) r 8. Will there be.site preparation within the one hundred(100)year floodplain of any watercourse? I� Note: If any answer to.questions one through eight 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. ------------------------------------------------------------------- STATE OF NEW YORK, .� COUNTY OF... .................. ss That I, . Ll./ ..C!f��1. 1 �LL..............(Name of individual signing being duly sworn,deposes and says that he/she is the.applicant for Permit, Document) Andthat He/She is the ...... �1 !L ....................... ............................................................................................... (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner or Owner's,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 belier;and that the work sill be performed in the manner set forth in the application filed herewith. Sworn to before me this; 1 day of.. .. ... '.....20.,P45 Notary Public: ............ . ... ...... ............................ (Signature of Applicant) NOTAW •L8=0 WWV= Ct1ALWI D IN480"1 SUFFOLK COUNM CCMMtSSWN 6X MS p0/dpVTg1::?, GENERAL NOTES DESIGN CRITERIA: W POOL 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - - 45 PSF. o ('i HOUSE Q _ ACCORDANCE WITH THE NEW YORK STATE UNIFORM LIVING AREAS AND DECKS - 40 PSF. ADDITION BUILDING CODE, AND THE NEW YORK STATE ENERGY SLEEPING AREA - 30 PSF. TO THE CONSERVATION CODE, AND LOCAL AUTHORITIES. WIND SPEED - 120 MPH / 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B � MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING - SEVERE 3. ALL LUMBER SHALL BE GRA E STAMPED DOUGLAS FIR- FROST LINE DEPTH - 36" LARCH STRUCTURAL GRADE 2 OR BETTER. TERMITE - MODERATE TO HEAVY DECAY - SLIGHT m m m= �• 4. PROVIDE DOUBLE HEADERS AND TRIMMERS ALL ICE SHIELD UNDERLAYMENT REQUIRED - YES RESIDENCE STAIR AND FLOOR OPENINGS POSTS AND PARALLEL PARTITIONS, EXCEPT AS NOTE l7 ON DRAWING. DESIGN IN ACCORDANCE WITH AMERICAN FOREST _ 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND PRODUCTS WOOD FRAME CONSTRUCTION MANUAL I AT FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD 6. ALL DIMENSIONS AND G A E CONDITIONS TO BE — 330 MAPLE LANE CONSTRUCTION AND ORDERING PRIOR F MATERIALS. THIS WINDBORNE IN ORIENT, NY FOUNDATION HAS BEEN D IGNED FOR A SOIL o BEARING CAPACITY OF TWO 12) TSF AND GRADES DEBRIS PROTECTION SCHEDULE -_ LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT — ARCHITECT THESE CONDITIONS ARE MET. ALL FILL BENEATH I m FRANK UELLENDAHL CONCRETE SLABS TO BE COMPACTED TO 95% PRECUT WOOD STRUCTURAL PANELS WITH ATHICKNESS — RELATIVE DENSITY. OF MIN 7/16 INCH WITH 2-1/2 #6 WD SCREWS, P.O.BOX 316 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SPACING; 12 INCHES, ARE TO BE PROVIDED TO COVER GRNP63T, NY 1194 SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER THE GLAZED OPENINGS OF THE PROPOSED BUILDING SOUTH ELEVATION TEL: -477 4 BY TRIPLE UPRIGHTS. ALL HEADERS TO BE FOR ALL WINDOWS AND DOORS WITHOUT OPERATIONAL MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. WOOD SHUTTERS OWNERS 8. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS / USAYUSKAVAGE \ (// z & MA ENSTEI 9. PROVIDE FLASHING AT ALL ROOF BREAKS, 3 330 ORIENT,MAPLE NY 11957 E CHIMNEYS SKYLIGHTS, EXTERIOR DOORS, WINDOWS AND DECKS ETC.. x TEL: 646-327 0577 10. DO NOT SCALE DRAWINGS. WINDOW SCHEDULE 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- No . U L�ENGINEER ARE NOT RESPONSIBLE FOR THE PROPOSED WINDOWS ARE ANDERSEN PRODUCTS 400 SERIES, INSPECTION SUPERVISION EC ADMINISTRATION OF TA GLASS TO BE HIGH PERFORMANCE LOW-E GLASS = t� ���� s c THIS CONSTRUCTION PROJECT, FEDERAL STATE AND LOCAL ZONING AND BUILDING CODE CbMPLIANCE HALF SCREENS ARE PROVIDED FOR ALL WINDOWS AND DOORS = — r- SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, Mark Size Description Quantity i W' 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO — FACILITATE CONSTRUCTION AND SHALL NOT BE A NLGD16080-4 NARROLINE GLIDING DOOR 1 — CONSTRUED AS A CONTRACT BETWEEN BUILDER AND B NLGD808OR NARROLINE GLIDING DOOR 1 OWNER. C AP42V AWNING 4 i 13. THIS STRUCTURE HAS BEEN DESIGNED IN D A21 AWNING 16 CD z ACCORDANCE WITH THE NEW YORK STATE ENERGY E 3862 DOUBLE-HUNG 4 _ _ - _ _ _ 9 CONSERVATION CODE. F 45.5"X72" SKYLIGHT 4 1 CL_ 14. GERITNDIFCSTO CHANSPROR O ADURING ONRUCTION. NORTH ELEVATION 15, DESIGNED AND SPECIFIED BY OH COMPONENTS TO BE DRAWING SCHEDULE U � 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARY TO PROTECT THE ENGINEER AND OWNER. A-1 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES o A-2 SITEPLAN NEW CONSTRUCTION OF AN ACCESSORY BUI ING WITHOUT PLUMBING 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS A-3 FOUNDATION PLAN AND 1ST FLOOR PLAN o UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. A-4 CROSS SECTION A-5 ELEVATIONS AL PATH DATE: 09/11/2008 A-7 NAILING TSCHEDULEiCFRAMING NOTES BUILDING PERMIT APPLICATION SCALE: NTS TITLE SHEET SEPTEMBER 11, 2008 GENERAL NOTES Design Criteria FRANK W. UELLENDAHL, ARCHITECT P.O. BOX 316 GREENPORT, NEW YORK 11944 DWG. NAME 9-2 A — 1 ®¢ DWG. NO ZONING CALCULATIONS � W HOUSE POOL COMPLY LOT AREA = ca. 46,206 SF Q ADDITION WI T H ALL CODES OF EXIST'G BLDG. COVERAGE = ca. 0,000 SF d TO THE NEW YORK STATE & TOWN CODES ADDED BLDG. COVERAGE = ca. 750 SF AS REQUIRED AND CONDITIONS OF TOTAL BLDG. COVERAGE = Co. 0,000 Sr ALLOWABLE BLDG. COVERAGE ain SOUTHOLD TOWN ZBA R-40: 20% OF LOT AREA = ca. 9,241 SF S09HOLD TOWN PLANNING BOARDso MAPLE LANE SOUTHOLD TOWN TRUSTEES I RESIDENCE N.YS.DEC SURVEY BY JOHN C. EHLERS, L.S. 280.00' DATED: 04/19/2001 AT _ � 330 MAPLE LANE IN ORIENT, NY W EXr'c EXISTING BUILDING o ARCHITECT RESIDENCE PROPOSED BUILDING FRANK UELLENDAHL EXT'G P.O.BOX 316 / DECK GREENPORT, NY 11944944 �EXT'G �� �r��ERWRITERSCERTIFICATE 6 1-477 8624 POOL W �-RE�UIRE-D � OWNERS DRIVEWAY USA YUSKAVAGE & MATVEY LEVENSTEIN APP OV D AS NOTED 330 MAPLE LANE o l o �� 3 ORIENT, NY 11957 ' � : 646-327 0577 I o DATE:"< �.P.# i FEE: ' BY: ���5 Ei 4 i NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE �� n 25' GARAGE FOLLOWING INSPECTIONS: 4 1. FOUNDATION - TWO REQUIRED 1�1 ' FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING o PROPOSED 3. INSULATION POOL HOUSE RETAIN STORM WATER RUN FF 4. FINAL - CONSTRUCTION MUST <! PURSUANT TO CHAPTER 23 BE COMPLETE FOR C.O.ALL CONSTRUCTION SHALL MEET THE R OF THE TOWN CODE. REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR s F DESIGN OR CONSTRUCTION ERRORS. C.D CD 281.45' Z m OCCUPANCY OR N NOT PRQCES : USE IS UNLAWFUL FRAMING UNTIL SURVEY OF FO,UNpT10N`LOCATIQN HAS BEEN APPROVED: ALL CONSTRUCT ION SHALL MEET THE REQUIREMENTS OF THE WITHOUT CERTIFICATE SCALE: 1/32" =1 -0" DATE: 09/11/2008 CODES OF NE`fj YLRI`STATE. OF OCCUPANCY SITEPLAN �= SCALE: 1/32° = 1'-0° 3¢ 1. SITE PLAN CERTIFICATION.OF, SCTM# = 1000-17-03-02 0 NAILING & CONNECTIONS TOWN OF SOUTHOLD DWG. NAME REQUIREQMf . . SUFFOLK COUNTY, NEW YORK 8� A - 2 t y ®:� DWG. No 4'-7"lil 15'-9 Y4" R.O. 4'-1" � W POOL STEP ©�A© �' HOUSE ABOVE NLGD16080-4 ABOVE o Q ADDITION � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � TO THE 5-1/2°X11-7/8° LAMINATED LSL HEADER I I I I I I I I � ❑C � � 7 in ' I I I ;; A21 A21 A21 A21 I 00 RESIDENCE I VENT 16X8 I VENT 16X8 I W - - - - - - - - - - - - - - - - - - - - - - - - - - - _ � _ - - � o � AT n n n I 2"X8" C.J. @ 16" O.C. °� I I I , I 2 XS c.J. @ 16 O.C. � I ,. Ico co � 330 MAPLE LANE IN ORIENT, NY t ARCHITECT POOL HOUSE L -J I I RECREATION ROOM L - - - FRANK UELLENDAHL P.O.BOX 316 �' o GREENPORT, NY 11944 I I I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N a 750 GROSS SF TEL: 631-4778624 CATHEDRAL CEILING SKYLIGHT OWNERS o I I HW FLOOR ON 3/4' SUBFLOOR I VENTED I I I I USA YUSKAVAGE CRAWL SPACE N I I ;,' I I I o & MAIM LEVENSTEIN 330 MAPLE LANE I 'P3I I I I I ORIENT, NY 11957 TEL. 646-327 0577 = Cc 0� — — — — — — — — — — — — — — — — — — — — — — — — — — — co �(� ' I N ®q I - / I 12" DIA SONATUBE CONCRETE PIER ON IX I 2'-0"X2'-O"X1'-O" P.CONC. FTG. n n n " " "2X8 G.J. @ 16 O.C.2 X8 C.J. @ 16 O.C. � - - - - - - — I - - - - - - - _ = I — _ — _ _ _ _ _ _ I — — — — — — — — — — — o c STORAGE o I t o TOOLS I I I I CLG.HGT: 8'-0" � I I � CLG.HGT: 8'-0" s � '� Z I cm 4'-0° 4'-0" I I " I NLGD8080R I " s L — — VENT 16X8 — — — — — — — — — — — — — VENT 16X8 — — J i N I (2) 1-3/4"Xtt-7/8° LVL HEADER I N 28"X84° m 0 N STEP 0 CRAWL SPACE " n 3 4 SUBFLOOR, NAILED AND GLUED r� 2 8 FLOOR JOISTS @ 16" O.C. 25'-0° � DATE: 09/11/2008 2 8 INSULATION STRENGTH = 3000 PSI AT 28 DAY ASTM SCALE: 1/4' 2"X6" TREATED SILL C-94 READY MIX CONCRETE. 3 PROPOSED 2" CONCRETE DUST COAT ON ALL FOOTINGS, FOUNDATIONS, ETC SHALL FLOOR PLAN & 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL REST ON UNDISTURBED SOIL. 8° POURED CONCRETE FOUNDATION WALL ON ALL FOOTINGS AND FOUNDATIONS SHALL BE FOUNDATION PLAN 1 -4 X 8 POURED CONC, FOOT G W/ KEYWAY FORMED. C 1/2" PARCHING W/ BITUMINOUS COATING �a DWG. NAME SILL SEAL A - 3 TERMITE SHIELD FOUNDATION PLAN 1 ST FLOOR PLAN ®V DWG. NO EL.= +22'-0" T/O RIDGE RIDGE TENSION STRAPS (2) 1-3/4"X11-7/8" LVL RIDGE BEAM W POOL EACH RAFTER PAIR ROOFING: 40 YR ARCH L GRADE ROOF SHINGLE ON 15 LBS FELT t� HOUSE SHINGLE TO MATCH EXISTING ; ADDITION THE 1/2 CDX PLYWOOD SHEATHING 6 1/2 CLOSED CELL SPRAY FOAM INSULATION NR-40 (E.G.ICYNENE) H 45-1/2itX72" SKYLIGHT 2X8„ROOF RAFTERS @ 161, O.C. 9 1/2 GYP. BOARD DBL FRAMING AROUND SKYLIGHTS PE RESIDENCE ICE SHIELD UNDERLAYMENT AT 12" 8 REQUIRED — 24" FROM EDGE 330 MAPLE LANE H2A HURRICANE CLIP @ EACH RAFTER IN ORIENT, NY N � (2) 2X6 SILL PLATE ARCHITECT FRANK UELLENDAHL P.O.BOX 316 GREENPORT, NY 11944 TEL: 631-477 8624 o d C= OWNERS J 2X8 COLLAR TIE @ 64" O.C. & MAIVEY LEVENS EG 0 N N 330 MAPLE LANE ORIENT, NY 11957 _ WALL EL: 646-327 0577 -� 1/2" GYPSUM BOARD 1/2 PLYWOODh) cc R-21 INSULATION � 2"X6" @ 16" O.C. 1/2" CDX PLYWOOD $ RED CEDAR SIDING -11 EXPOSURE, TO MATCH EXT'G W HW FLOOR ON T/0 FIN. FL. „ 3/4" TBCG SUBFLOOR 2X6 WALL CONSTRUCTION N EL.— +1, 4 / nailed & glued W/ R-21 INSULATION T/0 XT'G GRADE EL,= 0 —0 2X6 TRT'D SUBSILL g 2 X 8 F.J. @ 16" O.C. VENTED W/ R-19 INSULATIONS DATE: 09/11/2008 CRAWL SPACE 1/2" X 12" ANCHOR BOLT SCALE: 3/8" = 1'-0" CD 3 2X,8 GIRDER @ 46" O.C. w/ FENDER WASHER. Y¢ _ 12 DIA CONC. FOOTING SECTION A-A 8"X1 '-4" CONT. PD. CONC. FTG. � W/ (2) #5 RE—BARS ON, NAME 25 -0 A - 4 ®� W. NO US POOL QHOUSE ADDITION Y :0-0 TO THE a (n � ] © - RESIDENCE I — I AT 330 MAPLE LANE -- W IN ORIENT, NY I I I J II ARCHITECT o FRANK UELLENDAHL I _ I P.O.BOX 316 GREENPORT, NY 11944 I TEL- 631-477 8624 OWNERS J -- o USA YUSKAVAGE & MAW LEVENSTEIN 330 MAPLE LANE SOUTH ELEVATION WEST ELEVATION ORIENT, NY 11957 TEL: 646-3210577 �R 10 O i a o IT o a LW CL- - - - E m I ❑E —rc, W DATE: 09/11/2008 4 SCALE: 3/16" = 1'-0" PROPOSED ------ L_J Io ELEVATIONS ------ DWG. NAME A 5 NORTH ELEVATION EAST ELEVATION g - ®i� DWG. NO RIDGE TENSION STRAPS m lil POOL W HOUSE METAL STRAP @ EACH RAFTER PAIR Q ADDITION 5 — 8d NAILS :� TO THE ICE SHIELD UNDERLAYMENT 8 REQUIRED — 24" FROM EDGE Ul HURRICANE CLIP N TYPICAL. HALTERNATE URRICANE POIPTION OF RESIDENCE SIMPSON H3 USE RAFTER TO TOP PLATE LATERAL AND SHEAR CONNECTION AT WFCM TABLE 3.3 A - (PRESCRIPTIVE ALT,TO TABLE 3.3) - 11 FT WALL HE01 330 MAPLE LANE 4-8d COMMON NAILS (TOENAILED) REQUIRED IN ORIENT, NY IN EACH RAFTER AND TOP PLATE W Z O SIMPSON H2A HURRICANE UPLIFT STRAP CONNECTION REQUIREMENT ZE CLIP NAILED, FROM PROVIDE 8d COMMON ARCHITECT RAFTER TO STUD. — 7NAILS @ 4" O.C. AT ROOF TO WALL TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL m 5 — 8d NAILS EACH END SHEATHING. WFCM TABLE 33 B - (PRESCRIPTIVE ALT.TO TABLE 3.3) - 24 FT ROOF SP c FRANK UELLENDAHL 6-8d COMMON NAILS IN EACH END OF P.O.BOX 316 2g GREENPORT, NY 11944 1-1/4" X 20 GAGE STRAP TEL. 631-477 8624 APA RATED PLYWOOD TO EXTEND TO TOP OF TOP OWNERS WNERS UPLIFT STRAP CONNECTION REQUIREMENT & MATVEY LEVEN TEIN WALL TO FOUNDATION 330 MAPLE LANE WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT.TO TABLE 3,3) - 24 FT ROOF SPAN ORIENT, NY 11957 x L 646-327 0577 6-8d COMMON NAILS IN EACH END OF " 1-1/4" X 20 GAGE STRAP �Al. IL (2) 1 1/4" WIDE — 20 GAGE lJ METAL STRAPS AT DOORS FOR SILL PLATE TO FOUNDATION ANCHOR BOLT HEADER TO STUD CONNECTION CONNECTION RESISTING LATERAL & SHEAR LOADS AND FOUNDATION TO STUD CONNECTION WFCM TABLE 3,2 A - (PRESCRIPTIVE ALT.TO TABLE 3.2) -' 5/8' ANCHOR BOLT @ MAX. 72. O.C. OR 1 1/4" WIDE — 20 GAGE 1/2 ANCHOR BOLT @ MAX. 46 O.0 2 E AL STRAP @ 48" OC. a MAXIMUM. SILL PLATE TO FOUNDATION ANCHOR BOLT - " CONNECTION RESISTING UPLIFT ACQ SILL PLATE TOP OF FOUNDATION WFCM TABLE 3.2 B MAXIMUM ANCHOR BOLT SPACING: 72 INCHES POOL HOUSE WRAP + NAIL STRAP R.O. FOR 8' SLIDING DOOR " Z ( 4 — 4d NAILS ) WITH DOUBLE JACK STUDS AROUND SILL PLATE R.O. FOR 16' SLIDING DOOR U m AT ANCHOR BOLT 1 1/4" WIDE — 20 GAGE WITH TRIPLE JACK STUDS METAL STRAP @ 48" OC. g 4 — 8d NAILS c -,.• `-v•'- •:i:E'er:f./:,.���r •ii•r:.i`;i:ti:•;:�;'.,,{^.", :•"E::�,•:^1`ri. Z YJ NAIL ILL PLAT O SHEATHING TO S 8 d NAILS @ 4" O.C, .i _ •%::ice'_ ::b..,..:1:•:r:.i..,yy;E:• U Ell —T CRAWL SPACE t: ,t n �•'Y i .t• `1 .. 09 rn 11 2008 SILL PLATE •-�-. DATE: / 2 4 REBARS ATE s;;"�'m°i - TREATED Y`r; �r..'.. �.,Y-. �'.. ten•. :�.,. •,,.•>� .z'.:- ••.,Y�, SCALE: NTS i .4 0 5/8" X 12" A.B. @ 48" OC. - - o w/ FENDER WASHER. Y CRITICAL PATH SECTION 8" P.C.4 uX D TONT. FTG. ELEVATION CONNECTIONS CONNECTORS g� DOWN S DWG. NAME HOLD D O HEAR CONNECTION CRITICAL PATH �� A _ s ®� DWG. NO FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM 1U POOL W �Joint Description Nail Sizes Nail Spacing HOUSE Q ADDITION ROOF FRAMING :*0 TO THE 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR—LARCH STRUCTURAL GRADE No, 2 OR X Rafter to Top Plate (Toe— ailed) — all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 — 8d per rafter 0 BETTER, Ceiling Joist to Top Plate ?Toe—nailed n/ per foist a Ceiling Joist to Parallel Rafter (Fa e—nailed) n'c each lap 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5 8" Ceiling Joist Laps o r Partitions Face—nailed) n/a each lap MIN, THICKNESS OR AS NOTED. / Collar Tie to Rafter qi�nale�e—na ed) n/a per tie Blocking to Rafter ( 2 — 8d each end Rim Board to Rafternd—noilled) 2 — 16d each end N 3. ALL SUBFLOORING TO BE APA RATED STURD—I—FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF WALL FRAMING RESIDENCE PLYWOOD TO BEE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Top Plate to Top Plate (Fa c —nailed) 2 — 16d per foot ME Top Plates at ntersection Face—nailed) 4 — 16d joints—each side F AT 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Stud to Stud Face—nailed 2 — 16d 24 O.C. 330 MAPLE LANE WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Header to Header (Face—nailed) 16d 16" o.c. along edges IN ORIENT, NY TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Top or Bottom Plate to Stud (End—nailed) 2 — 16d per 2x4 stud MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 2 — 16d per 2x6 stud o 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS 2 — 16d per 2x8 stud AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED Bottom Plate to Floor Joist,Band'oist,End'oist or Blocking Face—nailed 2 — 16d C ARCHITECT „ f 1 9 ( ) per foot CM FRANK UELLENDAHL ® 8—0 O.C. MIN, PROVIDE 2 SPACE FOR AIR CIRCULATION IN ROOFS. FLOOR FRAMING o P.O.BOX 316 GREENPORT, NY 11944 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, Joist to Sill Top Plate or ider (Toe—nailed) 4 — 8d per joist W TEL: 631-477 8624 stairs etc. OR AS NOTED ON DRAWINGS. Brillging to foist Toe—nailed 2 — Sd each end Blocking to Joist Toe—nailed 2 — 8d each end Blocking to Sill or Top Plate ( Toe—nailed) 3 — 16d each block OWNERS 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Ledger Strip to Beam (Face—nailed) 3 — 16d each joist A YUSKAVAGE LIS PARTITIONS OR AS NOTED ON DRAWINGS, Joist on Ledger to earn (Toe—nailed) 3 — 8d per joist Band Joist to Joist End—nailed) 3 — 16d per fo 330 MAPLE LANE ist & MATLIS LEVENSTEIN 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Bond Joist to Sill or Top Plate (Toe—nailed) 2 — 16d per foot WITH RATED GALVANIZED METAL CONNECTORS BY ORIENT, NY 119573 "TECO" OR APPROVED EQUAL. ROOF SHEATHING x TEL: 646-327 0577 Structural Panels 8d 4" o.c. perimeter zone ID A 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. other 6 o.c, edges of JE panel, 12 o.c. interior BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS of panel Q SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Diagonal Board Sheathing „ ALL EXTERIOR NAILS SHALL BE GALVANIZED. 1„ x 6 "or 1 x 8 2 — 8d per support 1 x 10 or wider 3 — 8d per support 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4 CEILING SHEATHING o.c. EXTERIOR EDGES AND 6 d ® 12" o.c. INTERMEDIATE. Gypsum Wallboard 5d 7" edge / 10" field 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING WALL SHEATHING AND WATERPROOFING SHALL BE BY ARCHITECT. Structural Panels 8d 6" edge / 12" field ' o 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE fiberboard Panels AND STUD WITH GALVANIZED HURRICANE TYPE 7 / 16 6d 3" edge / 6" field U CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR 25 / 32" 8d 3" edge / 6" field TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE W CLIPS AT ALL PERIMETER JOIST TO GIRDER Gypsum Wallboard 5d 7" edge / 10" field CONNECTIONS. Hardboard 8d 6" edge / 12� field 8 Particleboard Panels 8d 6" edge / 12 field 13. ALL PRE—ENGINEERED LUMBER SHALL BE GEORGIA Diagonal Board Sheathing PACIFIC GPI SERIES WOOD—I—BEAMS AND LVL 1" x 6" or 1" x 8" 2 — 8d per support g g PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 1" x 10" or wider 3 — 8d per support z N HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. WEB FLOOR SHEATHING �U o STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND Structural Panels BEARING POINTS AT A MINIMUM, A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 1" or less " 8d 6;; edge / 1Z" field W DATE: 09/11/2008 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF greater than 1 10d fi edge / 6 field SCALE: NTS COMPONENTS SHALL BE AS PER MANUFACTURERS Diagonal Board Sheathing RECOMMENDATIONS, 1„ x 6""or 1" x 8" 2 — 8d per support Y FRAMING NOTES 1 x 10 or wider 3 — 8d per support Nailing Schedule 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. GALVANIZED MACHINE BOLTS ® 12 O.C.. Nailing requirements are based on wall sheathing nailed 6 on—center at the panel edge, If wall sheathing is nailed 3" on—center at the panel edge to obtain higher shear capacities nailing requirements for structural members shall DWG. NAME be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. S When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to g be reduced to 1 — 1Tid nail per foot. 8 A — 7 ®i� DWG. NO BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted:- /1104W*Date Revieived:?lam` wlle kpplicant: -dL-�� �,/� -Q�l 11,610ji—t Owner: 4�'Vq V U5 AA' Vq krchitect/Eugineer: Fina-y @_ U_Q_k Estimated Cost: >CTM# 1000- -3 Subdivision?,. Zone: ', C 0 Conforming? P Property Address: ��� �(1�p 2 City: Qr I �i'l�— Pre COs?� e Building Permits (Open/Expired): BP -Z/C/o Z- Info: BP -Z/C/o Z- , Info: 3P -Z/C/o Z- Info: BP -Z/C/o Z- Info; BP -Z/C/0 Z- Info: jingle& Separate Search Required? Y or etermination: ZEQ. Lot Size: 40 00-D ACT. Lot Size: L4(o a,o Ca REQ. Lot Cov, 7-6`'oACT: Lot Cov.G1L tEQ. Front ACT. Front REQ Side �' ACT. Side / REQ. Rear PROP. Rear ZEQ. Height . ' _FACT, Height Project Description �C�bI CCU 1 Waterfront? Y o k i Tyes, `eater body: Panel# Flood Zone: Bullchead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED Suffolk County Health: Y o N If yes, *Bed#: *Date: _/_/_ *Permit#: Town Septic: Y or I - If no, certification required: Y or N Received: Y or N By: WS DEC: PRE-DEC 9/1/75 Y 00 Date: _/_/_ Permit #: or NJ Letter — Notes: Southold Trustees: Y of 0 Date: /_/_ Permit #: or NJ Letter — Notes: Southold ZBA: Y oQP Date: / / Permit #: — Notes: Southold Planning; Y oi9- Date: / / Permit #: — Notes: Town Landmark C of A: Y � DTE: /_/ *NYS CODE Compliance (page 2): Y or N Motes: Fee Structure: Calculation: Foundation: SF 1. ( SF)- NSF)= SF X $ _$ First Floor: SF + Initial Fee: $ Second Floor; SF + Additional Fee $ Other: SF 2. ( 7�'7� sF)- OD SF)=QSF X $ ,=$ QV Total: SF + Initial Fee: $ 6)0 + Additional Fee : $ TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: / Ground Snow Load: 45 Wind Speed: 12OMPHSeismic Design Category: B Weathering: Severe L� Frost Depth: 36" Termite: M-H ecay: S-M Design Temp: 11 jce Shield Underlay: YES I� Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHTTIRE AREA: ((�� TYPE OF CONSTRUCTION: VJ(,`� -1'!r"VIS - DESIGN CRITERIA: ENGINEERS RSSCRIPTW ' FULL FRAMING D ESIGN ELEMENTS-/N IIEADERS: Y/N WALL STUDS: YIN GLRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: WN LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: -A E AD LIV Y DEO SNOW n�%/N SEISMIC: Y WIND: 'WI1\IDOW AND DOOR SCHEDULE: IYMISSLE TEST REQUIR.EN1ENTS:0N EGRESS 5.7 S.F.: Y/N ti LIGHT 8%: Y/N TENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: MEANS OF EGRES S: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF DIRE PROTECTION EQUIPMENT: YIN TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALLS: YIN TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE)