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HomeMy WebLinkAbout17808-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z19485 Date NOVEMBER 7, 1990 THIS CERTIFIES that the building ONE FAMILY DWELLING Location of Property 282 (R.O.W. ) NORTH SEA DRIVE SOUTHOLD House No. Street Hamlet County Tax Map No. 1000 Section 054 Block O5 Lot 51 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEB. 8, 1989 pursuant to which Building Permit No. 17808Z dated FEB. 9, 1989 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 ONE FAMILY DWELLING WITH DECKS AS APPLIED FOR. The certificate is issued to MICHAEL J. & DEBRA B. ACQUAVIVA (owners) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL 89-SO-14 OCT 3, 1990 UNDERWRITERS CERTIFICATE NO. N157422 OCTOBER 25, 1990 PLUMBERS CERTIFICATION DATED PECONIC PLUMBING & HEATING OCT 31, 1990 B ing Inspector Rev. 1/81 FORM NO. a 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) p N2 017808 Z Dote ....�:: .....9................. 19.9.9. i Permission is hereby granted to: ..... ... .moi 1.-�. .i........................ Gr .s. -... ,....cta ..° b 1� II ..... /........................... ........}. ..�.......QQ.......... �.......................... ....................... at premises located at .a. L!.. ....... . ..... ........ 4rV.... 0..r...................................... County Tax Map No. 1000 Section ......x.4..7....... Block ......Q..r...... Lot No. .............. pursuant to application dated ... ctt .r1. ... ..... ................. 1911., and approved by the Building Inspector. Fee $. s��.- Building Inspector Rev. 6/30/80 Form No. 6 TOWN OF SOUTH „® , BUILDING DEPARTMENT TOWN HALL ! ' 765-1802 -'� APPLICATION FOR. CERTIFICATE OF OCCUPANCY 1. This application must be filled in by typewriter t Inspector with the following: for new building o0rRnewkuse:and submitted to the building 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. FinAl Approval_ frofi Health Dept o•'f_ water supply and sewerage-disposal(S-9 fo ) , 3• �tippr4vd1 of �lectic�l' installai-ion from Brm t�1r �gyrieiss 4. Sworn statement from Ipl"umber cet;Cifyiiik-)that the solder#Uused 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 a consent" to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - �Ie£a dlanB� 2Additions to dwelling 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 - $5.00 over 5 years - $10.00 1. Updatud Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential 1 $ 00 Commercial $15.00 New Cons truction. Jy'�P6 '01.dDate . . . �Q��6 . . .... • .r7 Or 'Pre ing Building• , Location of Property. . c2�a . . . (1 a House No. Street "' • Hamlet Onwer or Owners of Property. Count Tax �'(fj ' . TI�L. .YS . . .G Al ?G;l1P : Y Map No 1000, Section. " �-- . .Block. . . . . .. . . . .Lot.. .. . . Subdivision.. .. .. . . ...... . . . .. . ... . . .. . . ... .. .. . . . . ..... . .Filed Map. . . . . . . . . / ��� �� . . .Lot, ?crmit No. `.7• � /' �( f_ Permit.i 1j.7 Via. •.•plicant.�. Iealth Dept. Approval. . . .. . .. . .Underwriters Approval. . Tanning Board APProval. . . .. . ... .. equest for: . Temporary Certificate. . .. • • .. Final Certicate.,�„ ee Submitted: ...... ... .. .. ..... .... .. .. ... .. CO Z I �I �7 APPLICANT Memorandum from . . . . BUILDING INSPECTOR'S OFFICE TOWN OF SOUTHOLD TOWN HALL, SOUTHOLD, N. Y. 11971 765-1802 July 13, 1990 Debra Acquaviva 76 Juniper Street Islip, NY 11751 Dear Mrs. Acquaviva: We are in receipt of your request for a six (6) month extension. Your permit # 178087, has been extended. The new expiration date is February 9, 1991. Thank you for your cooperation. Very truly yours, Southold Town Building Dept. i TEL. 765-1802 �p \ FLAICO,/� TOWN OF SOUTHOLD Z j.•' " �c OFFICE OF BUILDING INSPECTOR P.O. BOX 728 TOWN HALL SOUTHOLD, N.Y. 11971 C E R T I F I C A T I O N Date Building Permit No. Owner (please print) � Plumber /CCo/JiG /�L�in o�A1719T%/vy (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. p I d1fib er ' s gnature) Sworn to beforz mm�e�his 1�day of �%�/'o i 19& Notary PubliE Notarj Public, County BARBARA STEPNOWSKI Notary Public,State of Naw York No.4844752 Qualified in Suffolk Comity r� Commission Expire"`' Q,�0 19 THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE i I AIR 1001071 BUREAU OF ELECTRICITY �_ F 85 JOHN STREET, NEW YORK, NEW YORK 10038 Date OCTOBER 25,1990 Application No.on file 69149890/90 N 157422 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the sWicent named on the above application number in the premises q/ ACQUAYIVA, 282 NORTH SEA DR, SOUTHOLD, N.Y. _ in thefollorcinp location; ® Basement © Ixt Fl. ❑ 2nd Fl. CSAR Section Block Lot was examined on and found to be in compliance with the requirements of this Board. FIXTURE Itso ACUS SWITCHES FIXTURES RANOES COOKING DECKS OVENS DISHWASHQS EXHAUST VMS OUTLETS INUN)ESCENT FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. N.P. ME 29 1 34 29 12,7, 1 1.2 7 F DRYERS FURNACE MOTORS FUTURE APPLIANCE RIDERS SFKIALRECrT TIMECLOCKS Wl UNITHEATERS MUlT4GUTLET DIMMERS AMT. K.W. Old H.P. GAS H.r. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. H.P. SYSTEMS M\T. WAYS NO.ST NET 4 F 1 10 d P SlRVIC! DISCONNKT NO.OF S E R V. 1 C E - METER NO.OF CC COND. A.W.G. A.W.G. A.W.G. AMT. MRP. TYPE IKXXF 1/RW I F TV 3 g SW J/�W PER B OF CC.GOND. �.OF HI.IFG OF HI.LEG �. NEUTRALS OF NEU/tAL._.. 1 200 CB 1 % 1 410 1 210LE OTHER APPARATUS: NOTORS:1-0.50 H.P. ,1-0.25 H.P. G.F.C.I:-6 SNORE DETECTOR:-2 G & S CONTRACTOR 141C./578—E BOX 215 SOUTHOLD, NY, 7.1971 ENDOW MARIAM �- c_ Per. x= This certificate must not be altered in any manner; return to the office oft .-Board if incorrect. Inspectors m be identified by Meir credentials COPY F BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MW NOT BE ALTERED IN ANY MANNER. l' ? --7-- t+,_. �5 dr�� c � � �„ � _ _� '"-�_ - �'•: �, �! SUFFOLK CO. HEALTH DEPT APPRUVAf_ ;x wo'a 6} T H S NO y4 PLO10V ZONE A•'7(E!_.I1}_:,_ .__-.��s- FLD. ZN. J T f f j STATEMENT OF INTENT _ _ ,i THE WATER SUPPLY AND SEWAGE DISPOSAL 4 {� ,Cery i !Ct t (} WAY- SYSTEMS S RESIDENCE R TH FO I WILL , �— NAI " Jf«Fi i CONFORM TO THE STANDARDS OF THE SUFFOLK CO DEPT. OF HEALTH SERVICES BLUEsrowE DawE {SI Tavx erea rteEylz ' Tu ' SUFFOLK COUNTY DEPT OF HEAL I H �HA� ctaNl?O ••. , � i SERVICES - FOR APPROVAL OFI CONSTRUCTION ONLYul I DATE 'i cPoH. S. REF NO. f -ScJ 14 x_ti scs 9 APPROVED _ b — l u SUFFOLK CO. TAX MAPTESIGNATION: PTiG A;� _ L i DIST. SECT tfti 9lOCK, PCL. CUNi�t � _ w kt f i IG +A.+�i L F,N L`vE i_ I-✓\.'y ..- + ti J 1 i<f f 'Lrl l 1-, tiS Ci.V. U. GAIL._i Lrs._..IZ.QOWNERS ADDRESS 4 _. ._..._........ DEED: L .J P 4' ' { i f ✓ f � ,}f'"ji C I { i" v,', i TEST HOL STAMP t. 4 � ,�''. E�. � -•� , .,. I ,, n r.n E " � �L'"Ii LIQ I `l ) .��4.TyR_�• • `lf f V I r�,.•� ' 7 `we �( � C: / '�i + �e.✓�F 11( �..f/. . 't'/ � - Y of _ v_�-_ r �. ry`'L"..iy ..n . JiM- - - T; , ,,FT:::1,-F_ � . - ..T4f.11 TC5`r�N '�: t1 i NS L iY - Ju '" w nL mo �- 4#7 f {�, I d I� f85e-y. ____-��_: n 7 �a h[Q t S -! 64NI3HL 4t j O GCARM04 SE AL� ------+ �' ,., k--wLIAa'.AN rEL!, T rl 1 • PSL C8` MAP AM It WD NOV 1 989 f _. _ RIC VAN T , C. i-At'IQ Go' uwa wwT R �C ��} r z AUG.23,I�r V...,...-- T" - - — \o , 7J WC, PLALICENSED LAND SURVEYAR5 � �;, -" GREENPORT NEW YORK 11lECYNF KST N6123v �^ JUL 121990 TO SOUTHOLD GQ2- ���� /Vv viz o a , C� LCa • �('11 IAM!, I • � v iu.,vfr �L�.� of u � � � � � • �� �I VISION 77,TIMM, Sill iiiiiiiiiiiiiiiiiiiii I� 1 . � rf 1 , • �� I � � e 1 • � P )qo I � wn a Cucc C-q 11 i � OCT s i Ego TOW,:v� ��ta v t �ecc r ��SSa r are ovdo'cmo,"el-21� t� � e 4 "I Aj� Co Liaole SJ& - e�6s-s2oo r � n �lI)Cere lL� 4 �I G FORM NO. 11 TOWN OP SOUTHOLD BUILDING DEPARTMIM TOWN HALL SOUTHOLD$ NY DEVI:LOPMIXT PERM'I'T No 3 S� I Date . 1999 Pe::nission Se hereby granted to: Y}' ;CJ4iQ6- 10 1JagkA QUA Vla _ 1s >,, P N. d1 . � /75' I to C on, sT(Lueb A ones WeLLIAj , o N CAP at preminea located at Cour.L'y Tax Map tlo . 1000 Sootion 0Sq Block 05 Lot SI purauant to applioation dated 19 ., and approved by the Building Inspector. %uilding Pex.nit No . 7 Sod z Czz Building Inspector ~� 41b0 M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ( ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL REMARKS: C,p D DATE 0 INSPECTOR a r 765-1802 BUILDING DEPT. INSPECTION [ ] F NDATION 1ST ( ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING ( ] FINAL REMARKS: DATE INSPECTOR BM-1802 UILDING DEPT. INSPECTION [ FOUNDATION 1ST [ ) ROUGH PLBG. [ I FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL REMARKS: DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ) INSULATION k\1 FRAMING if ] FINAL REMARKS: LJrd . C &A- DATE a 9 ;7�C� INSPECTOR 765-1802 UILDING DEPT. 6 INSPECTION" - [ ) FOUNDATION 1ST [ !ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [!, ] RAMINGr ] FINAL REMARKS: 3 - 1-1� r ' DATE INSPECTOR eSPUT s QE S .. r SEPTIC 3' , •S„€'`N, Yx I - - { - 5 ----� oo- o54-3-2f) 1 « . Ade ', "�'. ,y...�»� c c 4,-•;,:..y,-:�a ^s .s•�r1 ` y�+���y f �, — FLOOD Z'JIJ6 A-7L.(1 n a t ��-. , � j 4 r POOP�ik�weEt-Sa Sf � -. _ _ _ . .,._ _— _ _ _G.. .. _._ .. _k,__.__ ' ._...�..r •'` ..,y..yli�1 .w .' �''L�y].v./'Yv S �` y � n tib �� tF� £a; w5 3°44, § y i �\ _"� ��:/.❑ S�� � yj b•�. Jei 'a..411��- t'Li't'"_ «^�'i�Vl✓.V �'I�T '•f w. ? f•'��y�i'F,4� il... hJ '�Y��4?�.�, fF R'}g s y�� �yS } 1q+�a 1 +�y'{ (� -,�{^� (''� y�y {.yam .�w. Hyl pY' r �y x i � s�li[A 0 _ Y(/N I V_ Y� �,4 f �. " !4F+L`"'.y W^O_ ry F Ya+ K t'' a 'F �3 ' _- : - - - _ �...,>..+.y'�, � � `• f ''�1�,�� �.• �J'��t ri` Nl wit fu ((I��,�/+ Ll t%.. 'VOLE �'C�' cs �'(���-•r..Sts+.rte.,.1w.+r.e..�� '< �r+r J .AR. .lve.,i c a =�,aY+r��8 rot z. 3Y'x. ../'>�'I�y{ice'+ r,+�MR,d wiy. u 1 y � '� �'° Y 1rc`\L lfTM' ✓' A ; v',} 'S+" Yk R`a JL i n .YVi�1� } e'�s �`� ... %_ � ,r +°3d➢„r Q �l! YA -CAQO � int` ' . APPLfL N 4 X1.1+�5T ie 3rFQj t . 6CMl1L'F g� dY' e3 �`= ga �� ,i.,- iU (L} (}':r•vim. ��C3 .>B/ tYt&b /y�yy rEyOLK♦ F y3 i. { �nl{1Y � rn ra �M V�` t ,'.3-�v�F'�4�1ji"''•`��',�� y� f CVYN. F '� ._St ks ~ ♦l°.^K._is/ f J >"�fr;yria ?yv kY �SiF7L ri;�'Y'i} 1 (tG O-QS4l-S-3Q� .� t '� �.�, PtaisP "" •�,' �,tor_r0 Y��.4 `.'s „-.Z) .� dK' "� ' '` �CEtN51'1�€TC�C,�IN�Q�' S REf NO r ALI ��.'�.�}}{�}��;',{��x•�'1�.y-�q}py��� I.14.i.tiJ .' '4 ' a 50.56W }S !+T MUFFOLPW. ia' 3' 1 - � , _ ' ` _` ��' ,� ` .21 �9v;_ _ y�zipnts 1z�,�;✓rz�t�t� s�L�1r�t:.. 14�.yD. .,.. OWNEFts Ar)o t+,ESS . . DEEDi-k.:M �_ ` 1 T _ HOLE,,; TE c1 ST I.,i3el.I4::Yi-.L)=,_Po'hFit - - Y :` ' .` -^ R1:/"t415• .F,/J' kr�'a 'x r IEL.a�?.' '• + A t py �G'.,y '1 A' %Jam•"! ,C 4 �4�{'�J y{{��+�=� ~�y1�.��-3. ±F' . S `�... HAL L L - Y 4r-B, o, >,<y: . u� '__ •- ._. e 4 ..s, c. (y� i' S. H > e _ ,t .A - - .,s+6.A1� r' >,< " ✓ y°,Li'�'�'�••�"-::..z4c.�.w. }a e iFu} i='<.`.� . '+.c - «Y f �,- > .:? _,texr. Y $ �."yp+q��y♦ (y ) y 3 ` hay''.1 �,`'M�t� ,N t 'r - i:K .+j f,-.F,�.. '� r� i 4 {' i ;"a,A f. k /�/'��ry�[� •9 ., '✓OU ", t Application Received Disapproval Issued Permit # 1 '2 �' 0 19_ 19_ As2 19 -99_ r FORM NO. 10 APPLICATION FOR DEVELOPMENT PERMIT IN THE TOWN OF SOUTHOLD 19 W9 .1 . Type or ueve.iopment Proposea: New Structure (including storage tanxs ;11, Addition and/or Alteration_ Flood Proof Below Base Flood Elevation— Other levationOther (specify) p/) ;c 2. Elevation Data in relation to above mean sea level of: (a) Lowest floor elevation, including basement feet inches (b) In a V Zone, bottom of lowest structural memeer feet inches 3 . FIRM--Flood Insurance Rate Map, Zone designations -4 --7 4 . Owner of Premises YA IJA 4E L S. C VA 0 ) 'U a 5. Location of Property: .2 a l- k)0nTH S 7az �uE �uCf}loJd House # Street Hamlet County Tax Map No. , Dist. 1000 , Section O S' Block p S Lot s) 571 Subdivision Filed Map# Lot (s) 6 . Permission to be granted: )( Owner as above New Owner Under Contract _ Lessee _ Contractor _ Phone # Name if not given above Mailing address 7. Approval from other (s) before Permit is issued: DEC Wetlands (Town Board) Health Services 4 q' S0- IL{ ZBA Building Permit 8o F Planning Board 8. I, , the applicant, am the Owner , Co-Owner _, New Owner Under Contract _, Lessee _, Agent _, Contractor _, and agree to comply with all applicable sections of the Code of the Town of Southold; County, and State and to admit authorized inspectors to premises 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 my knowledge and belief and that the work will be performed in the manner set forth in the application filed therewith. STATE OF NEW YORK COUNTY OF SS Signature SWORN TO THIS DAY OF 19 Notary Public Applicant ' s mailing address and phone # if not given above 11/85 � BOARD OF HEALTH 3 SETS OF PLAN. . . . . . . . . . FO,F`M N0. 1 SURVEY V TOWN/OF SOUTHOLD CHECK . . . ! . t ' DJ G DEPARTMENT SEPTIC FORM . . . . . . . . . . . . . . . TOWN HALL SOUTHOLD, N.Y. 11971 NOTIFY pp qq TEL.: 765-1802 CALL .9. c"""1. . 1. . ., 1989. MAIL TO : Examined �Q Approved . . . . , 9 19`� . Permit No� . . . . . Disapproved a/c . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ;!1les _ FEB 81,989 JTi¢OCt7 (Building Inspector) $ APPLICATION FOR BUILDING PERMIT G Q Date . ./. .� . . . . . . ., IcAo° INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 3 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- cation. 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 issued a Building Permit to the applicant. Such 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. 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 inspectio s. (Signature of pIican , or name,, if rar ri . . (/(Maili grY address of applicant) /7S" - - - - Stale whether applicant is owner, lessee, agent,-architect, engineer,general cotitiactor, electrician, plumber or builder. QCJ17L�.r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Name of owner of premises XXC/y%C�. . !. . ���iY,��, , , , 12cl;l� .a ( ! /JG�, . , , . , . . . . . . (as on the tax roll or latedrdeed) If applicant is a coration, signature Af duly authorized officer. (Name and title of corporate officer) Builder's License No. ... . . ./!//'. . . .�i�f �o(�i -7 1 L19 _� Plumber's License No. . . . . '`� . . . . . . . . . . . . . Electrician'sLicense No. . . . �n,/n�. . . . . . . . . . . . . . Other Trade's License No. . . !! //1 .. . . . . . . . . . . . . I. Location of land on which proposed work will be done. . t.U�rT/1. . J� . , , �// , , , , , , . . . . . . . . . . . . . b . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . House Number Street Hamlet County Tax Map No. 1000 Section . . . . . . . . . . . . Block .15 . . . . . . . . . . . . . . Lot .`S.—/ . . . . . . . . Subdivision . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Filed Alap No. . . . . . . . . . . . . . .. . . . . . . . . . . . Lot . . . . . . . . . . . . . . . (Name) 2. State existing use and occupancy of premises andintendeduse and Occupancy of proposed construction: a. Existing use and occupancy . . . . . . . . . . . . . J&C_Nf\ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . b. Intended use and occupancy . , . . . . . . . ES! G • • • • . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (check which applicable):ppcable) . . 3. Nature of work : New Building • - • Additio n . . . . . . . . . . Alteration . . , , , , , , , Repair . . . . . . . . . . . . . . Removal . . . . . , . . . . . . . . Demolition . .. . . . . . . Other Work . . . . . . . . . . . . . . Q✓/6�,1�0 . . . . . . . . . . . . . . . . . . . . . . (Description) . . 4. Estimated Cost . Fee . (t be paid on filing this application) 5. If dwelling, number of dwelling units . . . . . .t, 1 ,1, . . . . . Number of dwelli (to units on each floor . . . . . . . . . . . . . . . . If garage, number of cars . . . i 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 . . ' Height . . . . . . . . . . . . . . Depth . . . . . . . . . . . . . . . Number of Stories . . . . . . . . . . . . . . . . . . . . . Dimensions of same structure with alterations or additions: Front . , . . . . . Depth . . . . . . .li. . . . . . . . Rear . . . . . . . . . . . . . . . . . . Height . r . . .r . , . . . , . Number of�Storjes . . . . . . . . . R. Dimensions of gntire new construction: Front . 3�,pQ Rear . 7.: O. . . . Depth . . O r Height . . . 3 :©;r„ . Number,of Stories . . . . . . . . l�'. . p 9. Size of lot: Front . . . . . .�50f0. . . . . . . . . . . . . . . . r• • • • • • • . . . 10. Date of Purchase Rear . . . . . . ,I, O�(� , , , ,i. . Depth . . . . .�QQ,.,Q, , , , , , , , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11. Zone or use district in which premises are situated . . . . , . . . , , , , 'r . . . . . ' . . ' ' ' ' ' ' ' 12. Does proposed construction viola a any zoning law, ordinance or regulation: . k ame o ormer Owne l3. Will lot be regraded %k, D , , , , , Will excess fill,be re?�oved from premises: �5 Yes No 14. Name of Owner of premise �1 k�. c�u,1V1J/ , , , , Address l6.Ovniper?T' t �Vr hone No. ! - ?Q O Name of Architect 61A. .�zigr' . GS. . . . . , r . . . . . Address 61.4,E .U,2t1:C�lq Te .,�mm�hone No. .�}6 Name of Contractor . . Address . . Phone No. 15 . Is this property located within 300 feet of a tidallwetland? *YES . .NO. . *If yes , Southold Town Trustees Permit may be required. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and,indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate whether- interior or comer lot. I S F F_ A"TFACHE, D S 17 E PI-AN STATE OF NEW YORK, COUNTY OF . . . . . . . . . . . . . . . . . S.S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . being duly sworn, deposes and says that he is the applicant (Name of individual signing contract) above named. lie is the . . . . , , , , , (Contractor, agent, corporate officer, etc) 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. . .? P-. . . . . . . . . . ., 19 .9 Notary Public, • . . . . County HELENIC State NOTARY PUBLIC,State off New York . .N . 1 Te ma Expires Merch 30 lou9 ety�� . . • . . • . • • . (Signature of applicant) 5ttF6t3 t :� . J CF# .. ; H.S. lam; r LPlZGP. HG.} MGiLC15E D ; 61000- 06,4-3-20 .b=—A �. PLOOD aC?h4E A� .ii�— ZN.'B - F4 CAC? vc 7( L.tt� —' =► _ .. Y,23 O ° 10 9 -� - �ti c g r 5 3lra{1.0 Y� THE WdA'FEiZ�1+�t:MtF35�TAFi�k AI..- �' 'r'Ci f�fi T _ - {sJ i { T R? . , 3€ WAY SR'STt S Ff� THIS Rftipt•1� 1N1�[ --- - -- -- - -= - -. C � T#9 Tt STANDARDS �tFEE.' j 117M1G, =Gac_E +FAL - tl} fj {. t +i iT z c3 �' 6�r4sEi2 U SUFFOLK CO. L". DF .� L.EIY " " VACCAf?A i�.-e Rt xssr., sr SZ ueLtS�e} is —05,4 .4y /aVr•Ty � � TT.•+ ` /��,D 1 i ` : " I T � Et S R�'�; -... �..ft t�`' x �+ i . Xl pr - ' � � 7_.1.• ', i � ' J i � Qa 9 l i 1n �� �yj .. t a .avv m.:F (p t Y oPE 12T k ._ ___ �w { CE:L-4:3 - .- t i." t'"" K'- •r-':- . t .r IPE - LOAMY a .�....• G, t � Y , A +r :-aA+i�f's�. to vuaCcPY�TW FP '00 S, � . . - � `6uar.nteash�� q�98�Mey " . for .. °^boa N totlre amid on ldbbelto . . �,� •s� 917A\YN. Sg peFared.y� Sol Y"�V'L a- �"sTY, G17.rdN l,- S, tbt'Vt rz a ..1t.o 1 T T No...m-5-1$5 1 7, Bt:LP,r `�i,R5t3fA s�,p CxRAi?� - r r T ff1At T1Tf E ti�i f ©F NF1y _ y int.: - r • T-A5i3K TaFCJCJbt6_ai+J�&K'�.- "` _. yd,+S,a6 .+ -r.: �7 '�.- ,s- ' 237` o•uno 6R.E�7R�tT• 1'fl�lC rte�aax {sem (��/C� ( d pC�+:�V^ �./�, /� ✓a�- �.+���1 / ZE� f',V�� • e .�' 1 - '�t v`re-.+v,� Y+ J'.rl�[4,.. :...P1''v,r/-a V�tvl��il iFiG '.� GSL/! .(" ...�(( -• r 21t y.t'y ", fir, Icn 1„ �PQOP. Ho � �IOUO- o5d—s12{J ., 1 r .•'tdEi_L `� - Y AQEA _ c. F t UOD ZCiE.lE AfL;i p Pao 10ft"t ry�L G Y C5 { = 't ", ��K� s r IV L.) p '��' P �" ,i...s+4-v._4:-"'_�'+1..+..., k l fr s � !"R a : _ - �r.r.r .erK. ,marZ y. ZI z` VAGCAt?A i 73 { - ,I EX1ST. '1EstST - t1Yi { '{_1",y' Q 7 >• 'd} xyy �,w�� .�.:�. i f" .. {� i `%3FRTr'T,'wwx¢��+t<i t '4I-'. ' L .li` ++-ku .;- .,,._ Ec a. ,t=: ' } ....sh 4 , r' a t47v�✓^ I. 1 <. T "x.Flf�e� .��N ��.` �.4 Y }"'� 3 ut"�. x`4'4 MOM TIM J-7 ` i } y�. �v V" .. 4-a " µ e!s y £ `t.,.m A..,,f 3' 's♦♦*`" + k +a.6+wsv I+winR 'M 4' kn��S UR VM_t, `t- 4� h{tY k.nz. '<,� Yt.H 5'°n•.x r s.5 �`?�' :4 y� 4 <_i+ _ x D L.D1rd'c5"t E=a ML. 1110 —g--� '� i + �aiti4VklS> >.+�R�t•E C2,. �., r - - �,"�,IL's,'..'i� v u a < �" S`Z �re��''>>xx�)) 6,7 rl „4 .xEt.A[7iINL'r TELEDYNE K STN61239 y_, TF T wGt� . 1 •+�:=I._ .t -�G'r,r C VAl rs,,L, O..-Ij rLv) SUFFOLK CO.HEALTH DEPT APPROVAL vtO s W.S. Nps L_ I HO r 1 F'2C1P. NCI, . N4AL�rla „ - FLOOD It) --.—�,•, - - - r 1 WELL �j,5 5U ,O �I THE WATER SUPPLY AHO''SBW/�('!E GIfSPOSAL Wni,.L,_,�N .. ... " SUFFOLK HE tS ND*R S THE rznI, IT T '1 It'y , ul aeVA.W- OR t .Ill M TO I STANDARD$', OF THE ,fl'Imtm cn2Bt_R - CO.. DEPT OF HEALTH SERVICES. Bw8smNE DRIVE ISI VACCAraboIkE I uTE'v"- - i AIPPLtCNWT gNma) i T rt:i�4 SUFFOLK COUNTY DEPt- �pF,', HE%SLTH jt rN>eL,TO -, I _. Ido• y� e , _ f kL} .� 't: rita. He.) AEA^.:bMI;O ?^ ��-. I (h !� f.. 1 } W. 1 . , -yrs 25{tg1LYKfY. «a FC�Uf'. i4 , SERYIC E$ - FOR APPROVAL OF . - (}r,'.: -(iPCJ 0"•a4 5.5p� - - -,Q �„I� :a/g �) - CONSTRUCT ION ONLY H.S. REF. NO. 14 � }'� ��--�.•. - ! i q7 APPROVED: - 1 m ra I Nr � _ - Va41,(1i SUF'F'OLK CO TA*"MA"5� � ICSIil. DIST. SECT 9LPICCh I ', f1CL.., .- f rF T[G' rVr} a t [ s �tt��Fhrlt7ld: ��FS�:TZ1 �-N1�A;a�t,ff�'RlG4!�''Itij OWNERS ADORE mt� -2y _ DEED: L3Q55 _ P.�L�s SCA T ST HOh 4,__. J A, �a F k rp SEL. A.3� i w I r as lmn C - T_ ( ,<�.�\ { Y {•LJ { {�1 F I+, SUFFOLK ClnrP, kI V ri �' .kFJ"✓A' �'D -y}li`1 'C}1I ...-�C_« +`V�' �{L`:; �-+1` � ,,_ ` r L� ,[( 1 - IT. rIIICLC I-AM)LY U Ul IfVh, Q,IIV u 5ANDj2 U14" '/ DAT .Q1 99111 I Ilo . •,i I n, Ia,• L r )'. Tn., c!3'r„e w ,� TI aul w , of I l"';, `,n 0'n tdfs',pbt loch n have h n ' IL�ti I fill �l, r,n ,n IY I,I l 7 otl�l CS.AI+IPL SIG ,I ,ne r r� r u( LArew of V! ct vv ter ry m5grainnl '�a 107� cI.. c „ t ! NCk,{3f s�1859 g ,oar cawOS� Ftr�rz II a n �AT c..� IL F.L ISHPrL _/ 7e4�.nIC`.{p1N+dlIirWW,1.ST�LiiT5!h„iTO "7 $ "slt'LM<c 5Iv12EawiW }FIpS, e,s 4E 6. -1 11LT tMeuoR� lVAN CA z } jC kTAN14 VATQ2 00 w 5��cw � - LICENSED LAND SURVEV4R5FOCnN�/ Csf gfJINC•..'._ PLAN ' . 6REENPO,RT � ,HEW YORK ' (a TIMM von Wmv " ✓a . TECO 0 LOWER VENT 3x14.:x�G� 5TL. 1i2 O.G. '\ \ 1/21! TN. �-^------- -�.�-- 5PLICEI`�I.AS'1' ' 'i' - ._ - - ` PLywa CATJJALK, a 9/4mj" TtSolt¢' IIr wCJ.' (CCA TRPI�TFD) ? TRIM LINL= M raOO -- ' A5PFjiaLT SNIN%L 5 + oo 43.geYONb �s-rA T It copper tubing to used ' LINE OF WALL , HORIZONTAL - FILE GIF-iF JOIST DC -LK,. � I R 1L S.IDING — - 7 — �-- for water distributing COr\INCCnbN D[ 7f�lt_ 6eYOND ;, 4. MAS 1 ey �_ T_ rya em; piping shall be ' — { t3Et�ROP1v1 — —' — of"a K or L only Z:cr C 9/8' = I' o' �� FINUNDERWRITER BF CERTIFICATE _r--- . "° PLR. -- lJll , WD. COLUMN _ -. LATS - - _ _ FASCIA r TtYIMPLUMBER CER TIFICA 0 eeYONr I �TvP1 -- f. — - , = ONLEAD CONTENT BEFIORE CiI _I --.. i - - -- ---------- SOLDER - -_ ___ C SOLDER USE IN WATER CY I 4 QI 'to UvrNC jM. -- —_ - 4 GL . 5emoo G' ex o'ul — - SUPPLYSYSTEMCANNOT DESIDING HORIZONTAL--------- - _ EXCEED 2/10 of 1% LEAD. T;111_ r _ _ _ _ -- - _ _ e nernic —'\� —. _... .._ ._. FIN JIT IzT FL-R. AII ,. �1 — _� y r Mr';,-r 'i _r"..F='' _i.,.L' r i `moi •I - .. Iir�l� �! II IIII!II III ,Ir I1I,I � di IIfII —PL— M�BINf ALLMU8X8 WD54+ivGRn5s APPROVED AS:NOTED A W7EIU /ND f� SLZ�G SO(�. SP,II' E coLuMN DATEZ�-9 TESTINGBEFOMCOVE " FEE: TO•FLUTEU V. I. FLrITL-O —.—.—_ t . 7 71-1. RO. 5LAB hI BLOCK �i I� I , {II I' NOTIFY BUILDING DEPARTMENT AT FLLJ tRFC) - F.t rndf ;CF:(r !rr 1 iII I ���1 t , II 706.1802 S AM TO 4 PM FOR THE I, II N I) I' I I It 'I'' I II I� r I I I' FOLLOWING INSPECTIONS: f5LO.C,l'� )'': GYV�nG I; Tt GRAVE I ( 1i: I !YI I' II•,I, I . �j � i IIID —FIN. ' GARAGE SLAB 7. FOUNDATION TWO REQUIRED FOR POURED CONCRETE 2. ROUGH FRAMING I PLUMBING 3. FINAL TION : INSUL 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. I ' ALL CONSTRUCTON SHALL MEET A THE REQUIREMENT; OF THE N.V. Lf./ \J� �! ��V T� OI� pERMIZREQUIREDEOR pCCUPANCYOR STATE CONSTRUCTION R ENERGY O CODES, NOT RESPONSIBLE FOR i I'-p' --- ii-ii(�RMMaSWNDER USE IS UNLAWFUL DESIGN OR CONSTRUCTION ERRORS v -- /4 WITQF OCCUPANCY TE o CUT' 70 PITCH .So SC/1 f =.I j------ 3 EIS a IG' O.G. Fi m cLA1Y UR'iIN TR�AT'F_Q --n_ur ulwr_fi F�A5HGM. F!BFIZGL+isS WOOD .rii . IuATE'rYPFSC?OP' BOP.IC IN-C 4MAfir-i ` course , I MEM6RP.TJc pLYWO, WD. RUNNCR CR �T CifjICK CIFIWINI_Y BP�7L �l SUBFLO©R � ITWAL,LUS_ R , S E DAN S PPE � SO.C. _ _ 4.4' WD. F05T Svi V KYUGI`rT — — — -- " FLASNf G N -5/4"x 6 'Tt1. _ _- _ PASCIA�BN,D. -. _ _ _ _ _ 6 D.J. i� O.C... - -- .. . - -..- - . ._ _ __ _ ( IG O.G FA`.iGIA e TRIM— _ _ -.� - _ IFASCIA TRIM _ - — - - - - __ - _ ERIOGING JJ �VC NTF_D _ BF Jam, P F- r _- -- - - - - - _ _ CON- 7N.. > - _ _ - I'IOF&NTAL -- -—_ti -- - - — — OPi=RAT3LE_ — -- -/�_ _ (212 I 51DINtG --_-- -- I+ --" -- --- ------ - ------------ - E/'n TLVG F TR[PAT"EG - - - - _ _. _ _ ays,-_ "` _ , - - -__ FLA51'IING—_-_-____._ - __ - __ . - - -_ - __ _ -- -. - n - FII - IT __ C$oLUM r l WO00 RAI - - - - -- -- - -- ----- - -- - _ ---- --- ' 7-7 t ' -- - - - -- IJi �R�ON ,1 u2TF:e - — - WOO(] RAIL FIN. I"' T=Lry . ___ -^-- .._ _ - . ._ _ _-- . _- _ _ ,:➢ TRIM BOA D ' { i1'lli, : �� Ili!„ :! :�' IIIA I ', I 11'ill � , IIIb III poi .,1 r I I � % ` I :: -..__ - -- - - __ ._ — -•- ---_ . �i ( ( I I I I� r V , TRIM EOARD 1 - 1 I I II "�t ' !1: : I.,I I,iI III , ILII I,III,'II ILII. I , WD.� P0575 ILII II III rI I jl Iif:I . Cr I I II' I I! I ' llll "II ILII I ii�ll!I L. ' ,I I, !, I I' •I { u,. l I ;; I ;I I I .Ii ,jTk'", —�WTEp CONGRETC I , ..I II�.:i: I:r I , I. ' I� I ,1'� !'ll I, I :i;,l SOUTHOLD t�IIl II.III�I L ,-I GAI . SLI. --- ..E.Pft.aE .A_a P 6'H ,,,...4^.�.;„.V.�..'.ti.n,...,,n•.,.,° W«. .,.,..,...NY W00U I ;11 ,i I L. 1/4 I o _ .5 0 Jd�x�r SC iLE 1/Q 1'-C?' C/�L .: . ' the �e°� 1988 1 �I JA0Ib, �,,l�;r 'I1 III, r I I ,tll-'OI ,�� rI '1 r�.ir r•, iF li lily - { I I•L�Itll! I.I I!� I I I� Ir�IILII 11'jI II��I�§pII t1i�I11rH I'! rI �� 1 1 6n+ .. .-_r ! r+> A.„.Md,..r �m�VAV•"N4. )dParS,vbA,„�welp��r<A"ri I! I) 11I,� } �- "� I S �I FILL FOUNGPoUQN ELOCl� - - -- VOID5 SOLID AT PIC-=FV, I ^t-j- 51!. rP NG F CINI 5 CTYPICAL) I T_ - rt I IL I oi In' N — - - — _ I t B=.'1M TYF'IG/L PP2-#7T4N6f7 69) CCA TR�ITI_ 7 T-vuou5. VOf= 77 2', FJ. IG 2CTJN PILO. CONI RI O . fi --� (TYPICAL)NC0pOIS / -- - q5r 1ALT N _ ��� I3 SIP L C,1FiDElS)' _ -� ' ; •—'i-G^ x CONC AF= cFn' FILA CAL w/ 3-'k5 . (TYFIC�L) — _--- -' INTERL?,..KINu ___ l]P 13 _ weATr er s ,r- — D0�7F� m1, 0 - -- - rw'o. p = L<}'., I �P I TUF^ / '7-r^ZIM r V I r=IL5 { I Q _ I GUS. Gas 1sw� or— �� C' -- (� IB - ml .P IRST f=Lri. =,� �' GLO �I, It) i M - C)VBKi"IAf�JG ArF� 1 Y!) '7'Cr' ,ic. 5L,AEn w/— 7' COr.1C. SLAB w �. 1"50VE I , _ r 5 x' 10" E• 'PIC, .15. /--- � RN'O. FIX D. Aer-I ' NI I � i � i - - _--�\ FhU. 2 F'-LR. D^ / P.'vZTfTIf7N5 i CLL'i. �h 5 FEN NKS CODE DE - . ___-. { GYP; F3 - I _ --- t- TYIM -- IKE GOL05 (T`(P - - — WO r, oCs. 78' �tzD• �� � � f � t - - —I fit ) � -- ----- - { '( � �ooTRA!L 1-IJ --- --- -- ---- -- - . G Z�G _ nl i nI 15 W. IST — I� 10- j rFLILII"or�Fc, I II 'p — 2 O - 2_o I I ---- - ( 7 12- I II lrllllll _ 4—o � iIt� Ijr,� K - _ - --- jIIIIGONC. 6Locl1--- --- I I III� � 1 11 IT 8TM. FLUTED " . I I, I_ CONIC. BLOCK F� I I'rII:I �I IG I I I I � C1fi� F — -- -- ...�.__________ I o - - I 0 9 ILLI g o - C I FXTE'NG' Eti,V-v3 -- ---,---� ---- ------- gx & 'T ,=..r•�I'x LT TO r=LATr-_ 5OU 5/Q""x � Ti�i Q. WD, UCCKCJ. � x1 gx.B CG`S I Tic--iTLI- - --- s ICON lues (Tv'1=1c .�L) SAN DrNG n c T7-)N FILr_J (TI FC,--\L-) l9 RAIL "sn46OC, !— -TL, �'e:w orewc �AFts CI 'F°IcrI_) No "F/�CENG ,.CF' 'I L. FEtNF-gIRCIN BJV''v WOOD DECK ' ' VE-R7-LiSL --' -- _ •i• _ ON`L -� -- "'-� CrY PIG1L) i A- ca 12' IvF / �arS i ' r � .. 0 8 T. O � - .,1UEN *=5 _ -N r rCr F_NCl ,� FSr'iFtS , F C' r' . T. - —__ - - � /.� I � � ';'. � - 6 < � , � i TES 1oP , '. - - - 24 Q' G.O ' vA ,, 3�IRrIE R i -- - ---- - --- -' 1 2-"t T 5, c. r"riNuol" s ' 2x4' r«Ywr�`I' . PENt7r2�-5 GOl-'rONI 1Tx-50 CONC. GI`v1DF TYPIc^L. .,\��UN - I� �� ^^��II I I ,a _ ,• w/ 2 T , CONTiN J „ GI \`,JI.I NI�...'I �� �.)CN L.... q I 'V • "' — W-G x*'-r CONC. PIL�SGIF- 5- 5 rte. wnY, C 'TIcr�L7 I/4 J - - 'Y CC^ TFC 1TEi, 20 TON F10-1;7— _51!771C I!_F; �IL�" e r=OUNC+�iTIOFJ SC C -T--ION �CQLJ��/I / f,� `-5Iu1=NCO • P I l_Cv 7Ol_)N[�::%r`�-i--IcJr`J NCO I -E,!') sou moL�r� f=- NY I — .- _ ivED AD? ark 7. PILES SHALL Be DRIVEN TO A VERTICAL TOLERANCE ��6 Spnro r. rFcf gias, c �:;• � ,a;r, PILE FOUNDATION NOTES: OF 2%, AND A HORIZONTAL 'TOLERANCE OF 3"'. A PLAN eo �� A h C' 14w „ F: r , 1 . ALL PILES SHALL CONFORM TO ASTM OESTGNATION p25-73 STANDARD A, ALL PILES ARE TO ,BE -0RIVEN UNDER THE SUPERVISION ' SHOWING 'THE FINAL LOCATIONS OF PILE5 , "AS DRIVEN" 51"b37PTiICFi'� C La �' r~` • • , . . I NOTING ALL DEVIATIONS 'FROM THE 0ES10N ,LOCATION , A MINI SPECIFICATIONS FOR ROUND TIMBER PILES AND SHALL HAVE OF A LICENSED PROFESSIOVING NAL ENGINEER• HE SHA4LL KEEP SHALL BE PREPARED FROM AN ACCURATE SURVEY AND SHALL MU4 TIP 5. PILES AREATO. HELL IINSTALCED RCCORDINGA FOR EACH PTOEENGI[NEERINGE, REVIEW 2 WITH N THE' AMERICDANMWOOD PRESERVERSSASSOC: STANDARD EER 'FOR . LC PILES SHALL BE PRESSURE TREATED IN ACCORDANCE BE SUBMITTED' E TO THE SUPERVISING•'ENGINEER a,`ul �� U''rJ' RC L.5,, S,G. i• w' 0506$ „ NEWS FORMULA OR AS THE SUPERVISING ENGTNEER2 MAY 8, ALLCONCRETE '�SP SHALL IONF RO TSTRU T •C...,M.._ AND ANY NECESSARY REDESIGN. OF C3-81 PILES_ PRESERVATIVES TREATMENT BY PRESSURE DIRECT. , - L REQUIREMENTS r ,Tr.: DEG. 1988 'Ill+� 'I)j ..• ,,, r;c , PROCESSO 6`. EACH PILE SHALL BE SINGLE PIECE OF SUFFICIEiNT � F* F.R � CTURAL CONCRETE , Y=''' JA1�I 1519$9 �� ;3. :.PII;-ES .SHI,aLL' HAVE .A MINIMUM COMPRESSIVE STRNGTW 'GF I FIOR BU.IL,A,IN,O$'!' (RC,3000 'PS,I ) . ',REINFORCING SHALL r'iI"Y""1"1''^,1'I'T""TF - T'trr= r•. + BOO' PSI AND SHALL BE DRIVEN TO SAFE BEARING � LENGTH TO PASS THROUGH , ANY FILLS MUD,SAND,E-TC. , CONFOI?M';,ID ''IATSM �Ar615 GRADE $0. ! tfl" I ;(� I ' CApACII'•YI-41F 20 TONS. - - A'EAN W PENETRATE R MINIMUM DEPTH OF 6 ' -p"BE':LOW 9. :THE (I Irl Iv". HA(,i�Bf ,RESPONSIBLEr-FpR -ALL SUPERVISION ,Ij,l{ jl i1,�11 {IIIIMI � I II I.I I .� I t ' ' + ' MEAN WA'TE�" � .' � T DWRINGt3N5, rr .mm 28. 0 g.p I I I A I cw 24 cw 24 - — —_ 1 -------- d — R- - } WAooms % - _- ----.---_—_- _"Np �ooALL - f -rYP� 10 LINE Or WAIL PE LOWrJ. �20" FJ. t Il wW 00 • e cit: . PF 7RC70M AT B�T�OOM I l/ 2:co" R.R. 2 G R.R. LAV, I. IG" O.C. --17 G" O,c, , CEILING �II L) CLIP !L U Q CT o - a ;o - - 8 .�7. �, ♦ ,9aSVI Y° ' 1vI AIR DU I_ .5.� N I �' I Sn!!el_TY If)I E v, xt U-5FT IFY FOR c I Wil I v l y w.l. coo, .I u FIC-1K CODE, WALLS CLO A'5 _ — __ ° I 1 < Pw.. N.Y•5. CAVE "-. o . Up cT`��'1 w =o,, �: -Lnv. f9Kj�_'�.ETPfkQ FLR. - QII I R. W. (�I ! _ __ Q x'7, t_ JO . 3'• > O __ - _9 O_ 2 2" mI 01 -- - - - - -,. __ . z. p WALL — —4 — N` I- 0 4'A Exr7AU57 Wo z� . � y R 2 I S y oN R I m u� 0 I pUGT WfTr1 ' I ..__� . 6 �IC"�LAY f Lur- ! RW 21V OF'E.R. - I .Ip"r%4a g"STL�.'PLn-CH PI_ . . t` FIRE MAMr'"'ER P8Qr1/F•r- $ - LIN.------ --_ -. - __ _. ..- U In I SiGYCT. ABOVE--- T p;tl Ii5 _ I I �_ 5 I�ITC,tiL-iN 2 4 w`� � � I � �_ i 2'_al0"_�J. a �2•.•_O.G� t9 g�°D - � ��� I�. I o S2 �n � - =CICS ��/, '• �� � — _ w _ In .L _ D.W.oW .Wv� 0 7ls o. p LINE or No 0 14 TMIN Y �r'E2^} f -- -- - 3 0 2 7 0„ - - - _ _ = ._— eALCONY AB_�/E I � >— — (5 x1 _ _2.10 LpGaL G S \ LIhIE OP—`-___.--.� I v� / WALL- '9LP D� TREATED e%° .LNlnl`�i d _ - ROdF . O.M. CLo, CLO. I / ( 8LUe59t?71JE '�I j , I IiooM_ /" ,. ABOVE ddd _ I + I HG'nR'rrl•I , WOOD RAIL-- N �I LINC- Oh-- DEGh- p +UVE I1// 01 DJ utI �IP6 m cu��FF \ I NG�A�EA_ I �x Q RW2957V ! ;' � _.\r 5KYLT II -�I SGREENEL'1-- __I- I I ' IG" or:,. 15 N �Ve �I VENT UNDER' -- - - Sloe gorPlT uNE o� � I .'r � I I �I RooF--- - WALL. ISEL.c>W I > �� cWIG-3 c; W_ ATRIUM- - GWIG-3 D R. _ W007� I - — - -- - -------- \g • Il I rJ'\I L. •� ' I A ,0 -1reATtD rr � n� ec €, 5 SIF _+ I W _00D_ _D G C I<, �\ ----- ------- I 3 O 5 O . -- ---- -- 5�CONFDI) �Lco I w 1/Q:'-I:' O'• - r - - - ---- LI f�CCU1fSV`� ----- -- E3 �I_Q1\1.� _ SUUTII4?C D N.Y. LT ED Ap o _ ' r^i - QF$'�S SParo a' H/lfcf i C:4. '�H. F� r TC QTS C143 ;);btll.,fiC, C'.., NPLK,E, COM tAnC'i. PtV I T;1S JC( �t-1= tlf I C�� P�a•+.m.a.�v..11',G)°-�xrl�wma3�Imu., - 1 ... 1), TE DEC. 1988 5cP l,t - Lie 77, ff! y� I If 5lr § T- mwi "71111� 0 THERMAL P OPERTIES 0 N -ING ....... 0 /cF11 NG 7j� __j RO R R' MOCINANTS CAVITY JOISTS S COMBINED COMPONANTS N . Aj ' OTES . 'PUT�SIDE AIR R u R -N%F ON N [ 'srip, 1 - 1 u . 17 7UT�ME AIR I . 17 I MINGLES .44 . 44 r MASONRY I Ni -BUIL451M PAPER' T- .06 A111 SPACE _,.0 7 !�MFATHING 2 .62 1, SIDING N FIBERGLASS 6 PAPER Me SHALL FAM;�IJRIXE H ULATION26.00 JUIZOING ED ASPHACT ECIATto -INS .06 ELF WXiH' I MINER41. SVR ACED SELF SEAL X'SPLANS, SPECIFICATIONS AN SHEATHING (U.L. CLASS ' A 'LASEL ) D ALL INA 6.88 SWINCLES o ALL ELECTRICAL WORK SHALL BE OTHSA .62 BOARD OF ORYK41ILL . 45 .45 4 PSULATION 15 CS tELT UNDERLAYMENT ON APRROVED, FIRE UNDERWRITERS GOVERNINE; CaptS, LAWS, ORDINANCES,. Z 0114 '� IT�oo , COLLAR SEA, 15 5/-�"CB. PLYWOOD SHEATHING, IN10E' AIR 61 .61 0UM , . I (2x4ls a 48 O.ct RAFTMRS $11PACED AT 16- O. C. SANITARY DISPOSAL SYSTEM FOR NEW SINGLE FAMILY RESIDENCE DAYW LL .45 . 45 FOR DESIGN AND INSTALLATION. I SHALL E BE SUFFOLK COUNTY DEPT. OF HEALTH SERVICES APPROVED CAT WALK I�SIOE AIR /E� 'TH. PLYWOOD FOR PITCH SEE • 9 ALL WORK SHALL CONFORM TO THE NEW YORK $TAr 5 . 4E .039 TA)TALS CROSS SECTION CONSTRUCTION CODE, THE N. Y. S. ENIERQY ER I VAT T ALS 28. 35 ION CODE AND ALL LOCAL CODES, RULES, - REGULATIONS, to CONCRETE FOOTINGS ARE TO REST ON FIRM VIRGIN SOIL . FOOTINGS LAWS. ...... ARE DESIGNED ASSUMING A MINIMUM U HEATFDqPAC EE CROSS SECT. ) OF (2) TONS PER SOIL E wo 'D AND TRIM,11 1 J� - BEARING CAPACITY. SUBJECT TO TE TS )-OR I OR r 70 0 VF5rT4�PnAR I S INSPECTION AND VERIF- PLYWOOD ICATION. 7 COMKINANTS R COMBINED SOFFIT (VENTED WITH f CAVITY JOIST COMPONANTS COMBINED BEARING ALUM. SCREENED VENTS) AND c I qp� I R CAVIIV MTIZT 0 11 INSIDE AIR FILM .92 C ' SOFFIT-WALL TRIM BOARD. INSIDE AIR FILM- .92 1 1 Zq�"THa GYPSUM WARD (2) 2x6 s I * IF, DURING THE COURSE OF CON .92 92 j I ON JOISTS SPACED AT gx3 *QDD • STRUCTURAL CONSTRUCTION, ACOWI61�10N FINISH[--D FLOOR .68 16" O.C. A114" STEEL TO BE A-66 FABRICATED AND ERECTED ACCORD- I . S.C. WHICH DISAGREES OR CONFLICTS WITH WHAT ISL,INPZVA ' .68 FINISHED FLOOR .68 T_ 3 1,112" TH. FIBERGLASS INSUL . SPACED AT TIONS, THE CONTRACTOR BHA SUE)FLOOR .68 + (2) LAYERS "17UTLQGKEAS LNG TO THE A,I . S.C. CODE. D- PLANS AND SPECIFI;A B r4f .62 . 62 SUBFLOOR .62 62 140, 0.c. AND NOTIFY THE ARCHITECT. SHOULD AIR SPACE 60 1 . 14 1 . 14 AIR SPACE 1 . 14 STRU TURAL LUMBER TME�CONTRA00-§_� f 1 . 14 TO BE MINIMUM 1450 P.S . I . FOLLOW THIS BATT INSULATION 19 .00 - UNQE9 NQ*NAL IN BENDING PROCEDURE, AND CONTINUE WITH THE WjtkQ�t(�` -044' W DOUGLAS FIR TO BE USED, SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ASI% Ir H INSULATION 26.90 Li %L CONST �CTIO LOADING , HEM-FIR OR JOIST D --i 9 . 32 JOIST 9.38 _FLOCIR -C 6,, TH. z I-" LB. FELT UNDERLAYMENT ON DOUBII-E JOISTS UNDER PARTITIONS THAT RUN lee WALL . 56 . 56 PLYWOOD SHI�4THING PARALLEL TO SAME DRY - - SOFFIT I L OREGN 3 �/,'3 . • . 61 .61 AROUND UNDERLAYMENT U) DOUBLE JOISTS AND RAFTERS P L Y WHO 0 0 C6 OVER STUD WALL (2X6' s 0 16"O.C. ) ALL OPENINGS, STILL HJR FILM OUTSIDE AIR . 17 OVER 1/2" TH. PLYWOOD FULL THICK FIBERGLASS INSLI ON FLOOR a THESE DRAWINGS AND SPECIFICATIONS HAVE .UE N JOISTS SPACED AT 16" D.C . 1/2" TH. GYPSUM BOARD FINISH. • ALL ItEADIRS ARE TO BE (3) ?:XB 'S UNLESS OTHERWISEARCHITECT AND TO THE BEST OF HIS KNOWLEDGE 6" TIM. FIBERGLASS INSUL, HEADERS TO REST ON DOUBLE STUD POSTS EACH BEA INDICATED . MEET THE REQUIREMENTS AND PROVIDE SOLID VERTICAL RING SIDE. NITS OF THE N. Y.S. TOTAL 23. 53 12. 77 TOTAL SUPPORTS UNDER ALL BEAMS. CONSTRUCTION COPE. ENERGY I C NOTE:SOLID WOOD SECTIONS DIVIDING EQUAL i 1 1 036 IAPB 5r45 0 FLOOR FRAMING TO BE REINFORCED WITH 5/4X3 WOOD CROSS 8RiDG 14 AT MIDSPAN AND MAXIMUM SPACING OF 8- -0 D.C . ILL CON TR MID NALI-I �U7 MMARY OF I OTA TH. T. WOODCIN L THERMAL RAT G 0 T6 W OD CON HEADER H. C T TIES : UNLESS "S-U7- 5 /- OF AREA FORMULA U- /P 5 W 01) SI LL (TR (�2) 2x6os SHOWN OTHERWISE, AUXILLIARY .. WOOD SILL (TREATED) BE 2x4 - s a 16"O.C. TIED BACK TO A MINIMUM ANCHOR W/ RAFTER TIES SHALL AREA U-VALUE THERMAL J V',f Ail 112"0 A.B . a ?'i D. c-/*"LG BEAMS WINEN OF (3) CEILING RATING AND MAX . SUCH BEAMS AND RAFTERS ARE PERP A ROOF/CEILING !ft-- 12" 'ROM CORNERS . TO EACH OTHER. ENDICULAR %os?E -nL-: AN0011 zoLr�, TD V[�V71CA Lo'25 gars 0 1- .039 + J_( 1,11 Tk�H IF TO 2 7LS, ALL WINDOWS TO HAVE STRUCTURAL SUPPORT MULLIONS UNLESS 5/4x3 WO. OTt1ER4I$E NQTI[Q- (SE NOTES BELOW FOR TYPE AND MANUFACTURER) B FI.A-r= A JIT14 CROSS WC)C)D TkJM 50ARD 0 ALL wQob OR F NUT WALLS 152,+ .054 . v ,\,,__ STEEL COLUMNS OR POSTS ARE TO BE PROPERLY N 0 BRACED. AND C A BRIDGING 51 ANCHORED. VACF 1II _ C,f�_ i GLAZING WINDOW r 6/6' -Fly. FIRE _L",IIr 0 GL AZING P_A'r5jD C)yf�. • ALL FLOOR WINDOW (DOORS) -30 .49 0 JOISTS SUPPORTING BATHROOMS AND KITCHEN AND LO/,C: LAUNDARY EQUIPMENT TO 7T BE SPACED AT 12-1 D.C . MINIMUM, GLAZING SKYLIGHTS 11 36 -5 AD -1 `__-J�eD 0- 1 F FLOORS M, 1-17 ALL WINDOWS AND CLASS FLOORS OVER UNHEATED SPACE 84o .04G 0 OF AMBIENT CONDITIONS + �,T [G ')C, VEF�,TIC,,�,L_ • 4AX . . 58 U VALUE. DOORS TO HAVE INSULATED GLASS0 DO NOT SCALE D A , I NOT N BASEMENT/C DIMENSIONS. (N T WA. ±L-E- N= PER R_��ELAR WALLS r�ff i ti r-oNc ffr tl")DIMENSI S 1 TM TER 0-2 -L PERIM TER _7� ", POURED CONCRETE __DE T A I L a:_- 9 HEATING SYSTEM SHALL BE CAPABLE OF MAINTAINING A 70 DEC.F EXPOSURE ABOVE GRADE FEET - - ------ - FLOOR SLAB OVER 40TI4. INTERIOR TEMPERATURE WHEN 0 IDEG.F OUTSIDE WITH A 15M ARCHITECT HAS RETAINED CRON WALL U-VALUE (W. U. V. ) FEET POROUS F41- (WELL P.M. 0 ARCHITECT HAS NOT BEEN SITE I pIpk' DEPTH OF W.U. V . BELOW GRADE CP14PACTED TO EARTH) _c-IF WIND. INCHES E,C 7 OR OBSERVATIQN OF C ONSTRUCTfON. SLAB INSULATION DRAWINGS AND -SPECIFICATIONS As PERIMETER INSTRUMENTS OPI TMr:T % SLA PERIMETER AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT ,W' ', D-3 INSULATION R-VALUE FEET WINDOW TYPE AND MANUFACTURER ANDERSEN OR EQUAL , PROJECT WHICH THEY ARE MADE{ IS EXECUTED QRI�N*I T"�,;k, FOR ARE NOT TO BE USED ON ANY OTHER PROJECTS OR SITE$ E LNIFILTRATI.0,11CONTR01- SIGNS AND EXPANSIONS TO THIS PROJECT EXEPT BY CONDITIONED FLOOR AREA $Q . FT * ENTRANCE DOORS ARE REQUIRED TO HAVE A CERTIFIED U. VALUE MENT ALONG WITH APPROPRIATE COMPENSATION TO T44H� OF . 40 OR BETTER. SOULH FACING CLAZZIRr - w" 9 A SINGLE STATION SMOKE DFTECTJOR ALARM DEVICE WHERE F _fOU TAH LASS TOTAL CLASS % SHALL BE J015T HANGERS OR TH �L STEEL FRAME CARRIERS ARE VOOW GL . AREA/GROSS WALL AREA It INSTALLED ON THE CEILING ADJACENT TO THE SLEEPING SPACES WHERE ' TECO' TYPE CONN I I DRAWINGS CONNECTORS OR GUSSETS ONLY REG MM ��RE v CONDITIONED FLOOR AREA y L LQ�L IN ACCORDANCE WITH THE N. Y. S. CODE. (A-510) 0 E14CED ey SQ . FT ��s ME ARE TO SIi USED. HE PIAN TOTAL R TO BUILDING CHOS5 SECTOKTHERMAL RATING + 7 THESE DRAWIRGS FOR EXACT DESIGN SCALE 0 PROVIDE A STORM DRAINAGE SYSTEM FOR ALL ROOFS AND PROFILE . ADDITIONAL NOTES OR 1/2"= 1 ' 10 NOTE :I,IF TOTAL THERMAL RATING 15 ZERO REV SIGNS WILL TAKE PRECEDENCE . DESIGN FOR aU1LGI.NG ENVELOPE (0) OR GREATER, THE 0 THIS AUHITECT SHALL NOT BE RESPONSIBLE COMPLIES WITH ENERGY CODE. c FURR Coi ABOVE QE! METHODS , TECHNIQUES, SEQUENCES AND PROCESUREsi CONTRACTORS IN PERCENT OF GLASS TO WALL AREA6000 DECREE DAYS Ro oma--- THE PREFORMANCE OF THEIR 3% THEREFORE O.K. WORK, A o TOWN-CITY RESPONSIBLE FOR THE FAILURE OF ANY CONTRACTOR T ENVELOPE ul'IrLIF� WITH N . Y. S. OR VILLAGE ZONING LAUWS IN ACCORDANCE WITH ENERGY C1 tL��TDESIGN CION CONSTRUCTION HIS CONTRACT WITH THE OWNER, N CODE 7:�� v, J� ANY VARIANCE OR SPECIAL EXCEPTION REQUIRED FOR THE CON- ANCE WITH THESE PLANS AND SPECIFICATIONS, CON77' T- 4' V. STRUCTION ACCORDING TO THESE PULANS IS THE SOLE RESPONSIBIL- 4"V, ITV OF THE OWNER. THESE DRAWINGS ARE NOT TO FORMING ENVELOPE DESIGN IIISv. ANY OTHFR .0.Xtt BE USED FOR 15LFJC3 OTHER THAN THAT INTENDED BY 7JUff T V. FOR ONE PLOT LOCATION, THE PARTY NAMED ON iHEJE WITHOUT REVIEW AND III- WRITTGN P$jt FROM THE ARCHI�ECT. 2 120 o WHERE MECHANICAL EQUIPMENT OR PIPING PENETRATE OR INTERFERE I 12_C).C. , 12 O.C. 12-0C 12,oc 12 OC 5Fi_eDNL) FLI,, A �7 TEEL P ATE FL�T S WITH STRUCTURAL FRAME , REINFORC.E FRAME AROUND OR ADJACENT TO INTERFERENCE AS SANLIVVILH t5iTWEEN REQUIRED TO MAINTAIN STRUCTURAL. ILI STRUCTURAL WOOD v --- PITY OF WALL�, FLOORS , CEILINGS;, INTEG- 9 THESE DRA49INGS ARE PREPARED FOR THE SOL r MEMBERS 2" V, ROOFS, ETC. E USE TO CONSI ONLY ONE BUILDING AT THE FOLLOWING LOCATION: 2 0 IV 11, INE I Lu cc LOT' • OF� I BOLTS WASHERS 2K WOOD MEMF3FR CONCRETE IS TO BE 3000 LBS . PER SQ.. INCH C' At I BOTH OMPRESSZVE STRENGTH NOr > I R_`T Ft RI, 7 5 o AT 28 DAYS . ALL REINFORCED CONCRETES - -7--_ WORK TO BE IN ACCORDANCE WITH A . C. I . CODES AND STANDARDS. 24 O.0 . CONCRETE BLOCK SHALL BE LOAD aEARIMG AND MEET A .S. T.M. 24oO.C . C-90-75 . UNITS TO BE OF HITCH STRENGTH CONCRETE WITH A --------- IFICATION SPEC- DAIL FLITCH PLATE L�F4M NET AREA COMPRESSIVE STRENGTH OF 35500 POUNDS PER SQUARE INCH. ACQ I J A\/#\. /A F- r- C)E_ 5OU .WHERE , APPLICAf3LE -14 SCALE .- 1'- 1'- 0' SLAB SOLID MASONRY BEARING PIERS TO BE C�ONSTRUCTED WITH BRICK MASON- COVER. RY UNITS EQUAL TO 6090 POUNDS PER S;QUARE INCH MINIMUM CGMP_ tgED Ap RESSIVE STRENGTH FOR SUCH UNITS. • L, 4�'o C.1 PIIER BEARING te y A OF 250 POUNDS PER SQUARE INCH w10 P. ys-FT.tA CHITECTS, PLANS FOR DIFFERENT ARRANGEMENT OF COMPONENTS ) tIOU5L�_ 7FKAF 6143 RRICHO TURNpj ( SEE PLANS FOR LOCATION SIZES AND QUANTITY OF COMPONENTS) _rAF , , /1// 1 AREAS TO HAVE ia associa 9 ( SEE N COMPRESSIVE STRENGTH. AR LE-Ac I ltq, MINIMUM P17 • ALL STRUCTURAL STEEL BEARING MEMBEFRS TO REST KE_C0MMACj(, I PLATES ANCHORED INTO CONCRETE OR MPASONRY.' ON STEEL BEARING (516)462 9816 (51 F�Hu" .12 )HO 2 ISM , 7 6 EAY*AI_ IN 11) AIR .*23]25 . 4E dO3 9 TOTALS 68 9.07 R ' L b Q FIATF`D ff C:, 19e5 08 114 Ep Mill i 7,11,111 1 j 71j, 9, � Zmj I - CONSTRUCTION NOTES PERTAINING TO WINDSTORM RESISTANCE ANO PROTECTION SITE Alternative methods using 2 by 4-inch blocking at horizontal Joints or galvanized steel rods (min 1/2-inch diameter) or The location of each inspected property and elevations of straps (min 1-Inch wide by 1/16-Inch thick) may be used to foundation and superstructure referenced ' to ' bass flood connect from the top wall plate to the sill , beam or girder. elevations (eFE) as reported In applicable National Flood ('1) Insurance Plans (NFIP) should determine that structures are safe against water forces which may effect wind roslatanee. Gable roofs should be stabilized by installing 2 by 4-inch blocking on 2-foot centers between the rafters at each gable Seawalls, rock revetments and bulkheads are meant to protect end for a distance of 8 feet toward the building Interior site and structure against watar Intrusions caused by tidal from each gable end. or wind surge phenomena should be of sufficient top elevation and In sound condition with regard to.,materials, Collar beams should be located at every third rafter and embedment of pa1o41pal elements and overall 'stability to ridge boards should be straight and sound. adequatfly perform tLae functions. - t Projecting members including cantilevers should be Site development Including type and placement of fill adequately supported to resist uplift wind "forces and roof materials and accommodations for surfgoe drainage should be save overhangs and unsupported adequate to support the structure and to preclude erosion porppes allould be limited to ., and yndermin}ng Qf the building's foundations which might 2 feet unless subjected to enginOsring depigm. All porch lead to reduction of wind resistance. columns should be secyrely ,anchored to otbgr structural components to resist uplift and lateral forces et both ends . - FOUNDATIONS 1R00F SHEATAINS In general , minimum sizes for timber piles should be a tip Plywood and other wood material Used as roof sheathing, - diameter of 8-inches for round piles, and (8) by (e) Inches should be at least ( 5/8) inches In thick es of exterior for square timber piles . n p,. Grade, and should he fastened to rafter or truas assembly in a secure p),an•ner using corrosion resistant fasteners . The design ratio of pile spacing to pile diameter should not Sheathing boards should be 1 -inch nominal dimension and not be less than (8) for individual piles , Maxlinum' center-to- ower 6 Inches wide. (3) center spacing of wood piles should not be more than 12 feet under load bearing sills, beans or gSrders. il] Ridges , hips , valleys , eavea , vents , chlmpeys and other Points of discontinuity in the roofing surface should be The adequacy of piles should be considered in the context of adequately secured . Corners at roof elevation normally column action from the bottom of the structure to the stable exposed to high wind forces should have sheathing, aiding, soil level ej the site Including anticipated erosion. apd supporting roof and wall structures firmly secured. Piles should be in sound condition, free of decay, rot, ROOF COVZRIgO insect damage or other forms of structural deterioration and ' be adequately embedded . Concrete pilings should be free Roof covering should be securely attached to the roof , in from serious spalling or other deterioration, " 'accordance with manuf acturer I s instructions '• and speclficatJonk . Minimum penetration for foundation piles should be in 1 NaSls accordance with load embedment tables given In FEMA Coastal , clips , and similar a4taching devices should be Constr4iction Manual . ( 1 ] wood piles should be treated to corrosion resistant . mininl;e decay from marine animals and fyngue'. Nails should extend through the roof sheathing. Thick-butt Adequate pile support should be provided- at ground level and asphalt shingles should be nailed In the thick portion of r by diagonal and knee bracing as required . ( I ) Post the shingle. Metal drip edges ishould be nailed' to the roof foundations should be round , free of serious spalling and deck with nails not more than 110 Inches on center. with adequate , corrosion resistant connections to floor beams . For built-up roof coverings, dant strips should be located at the angle of roof and vertical surfaces. The first layer Resistance and factors of safety against gliding and should be not less than 30-pound felt nailed 6 Inches on overturning of all structures, Including accessory buildings center &long a 2-inch lap andl nailed 12-1nches on center for which wind storm coverage is sought , shouad be In both ways, In the area between Aaps with tin caps and 1-inch _ accordance with provisions of the Npw York itate, Uniform nails . Each ad4itlpnal sheet should be thoroughly mopped - Fire Prsyentlo ►no Building Code and any other applicable between layers. local „odes , [ ] Gravel stop and drip strips, andl save and gable drips should ANCHOIiINR be no less than 26 gauge galvamlzed metal, 16-ounce copper or 0.024 inch aluminum, with not less than 3-1nch flange on All components of buildings should be adequately anchored roof and nailed with not less than 3/4-inch nails spaced not and continuously connected from the foundation to the roof more than 6 Inches apart. po prevent collapse or permanent lateral movement under wind forces , Roll roofing should not be applied over shingle roof#. When applied in a aingle sheet It shouI4 be spot mopped and Overlapping plywood sheathing, bolts, wood tie downs, or applied by concealed nail method with s minimum 3-inch head galvanized steal wind anchors of appropriate size and number lap and a ;Salmum 6-inch end lap properly cemented. Nail should be used to connect adjolnlnd components of the spaclag should be ngt less than 4 Sndhes on center . Nails structure such as bearing walls to roof or pilings to securing roll roofing should be driven no lase than 3/4- girders . Toenailing as a principal method of 'providing inch from the edge of the sheet , upllrt reslalance is not considered adequate. All galvanized wind au(:hors will be fastened with an appropriate number and CLADDING 1 size of nails as- specified by the manufacturer. Cladding , including siding, shingles and glazing should be securely attached using appropriate sizes , numbers and Ceiling joists and rafters should be securely fastened at spacing of corrosion resistant nails, clips, or 'other types their Intersections and a metol or wood connector should be of fasteners , should be installed In accordance with used at alternate ceiling jolat/rafter connections to the manufacturer 's instructions and The In sound condition. wall top plate but not exceeding 32 Inches. + Suitable anchors should he used to secure rafters orjoists PROTEC;ION_oF gPENINGS. and top and bottom plates to etude in exterior and bearing Exterior glass panels , windows and doors should be in sound walls to form a continuous tis , Continuous 8/8-inch or condition, securely installed, and capable of transferring thicker plywood sheathing, overlapping the top wall plate wind loads to the supporting structure. Panel widths for and continuing down to the sill , beams and girder may be multiple panel sliding glass doors should not exceed 3 feet. used to provide the continuous tie. DEC_ K9y PORCHES. EXTERIOR STAIRS Fasteners and connectors to floor beams and bracing should be of corrosion reaistant materials and show no evidence of necks , porches and exterior stairs should be constructed of corrosion or other deterioration which might reduce the sound and suitably dimensioned) materials and should be ability of the structure to resist wind effects. securely attached to the building) . All fasteners and connectors ingluding nails, bolts, steel UTILITIE3 wi,pd anchors and truss plates should be hot dipped galvanized . All connectors such as wind anchors and truss Machinery and equipment servSr.iing the building should be Plates , with an open exposure to salt air should be hot elevated above flood elevatJion , including besting , dipped galvanized after fabrication. ventilating and air conditioning equipment , hot water heaters, appliiencep , elevator lifFt equipment and electrical r Floor beam to pile connections should be bolted, concrete junction and circuit breaker boxes . Electrical service post members should be connected by reinforcement if cast in should be attached to buildings Ln an approved manner and so place, or If should be connected by bolting or welding. Where sills, beams, or girders are attached to wood piling at a notch , a minimum of two (5/6)-Inch galvanized steel that no undue damage to the builldSng will result when such bolts, or two hot-dipped galvanized straps (3(16 inches by 4 linge fall during windstorms, Inches by 16 inches) each bolted with two (1/2)-inch lag bolls par beg]& mgmber, should be used. piling should not be All equipment attached to the building should be securely notched so that the cross section Is reduced below 50 connected Percent. with bracing, column suFpports and other straps and retaining elements as necessary too resist wind effects. Floor and dock connectlon , used to tie floor joists to floor beams/girders should be of wood with minimum dimensions of 2 by 4-inch, or metal, joist anchors Installed at a minimum ofalternq bridgings floor joists . All floor folate should have cross AL' U, \\�I\ ,, ,� F_ _ bridging of 1 by 3-inch material , placed a maximum distance \ �/ \ I�I' t 0 8 feat on center, Solid bridging is also acceptable. J,iIJ , , D[d rll Subf looming and attic flooring should be plywood not less 4 ,Y�•� ,,�-••••••°�� ,W." ��• ����• -• - - --�-� than 3/4-Inch thick, fastened with ed annular or spiral T QGSSSERuo dog 1 c� SS ic, I C, 5 thread galvanized nails . Preferably such fastening should be pe r• o� supplp,meltted by waterproof industrial adhesive. ) 69, pi7P R +:"' if [ T ;; t- T S ST4 6143 JEW . Il;d;'1^(;C� COMMACK, 0111725 Floor beam spikes should be located over supports . Their i 2s� ho elf ends and tope should not be exposed to the weather and they ,.. ,-.._..d._._..,..,_..,._._._._. _ .............. should p fe sound and brewserviceable condition. Bottom plates T9 FA AWN NY p5 J q+o, should preferably have breaks under n wall stud or anchor +ob S _ bolt � 1 ! u tin 1'S ' I�T � � �7 �"iil���� � ➢P7.'-. td�; • 7T