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HomeMy WebLinkAboutTR-6931 James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghos±o, Jr. Town Hall 53095Route 25 P.O. Box 1179 Southold, New York11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE __ Pre-construction, hay bale line 1 st day of construction ¼ constructed J Project complete, compliance inspection. James F. King,President ��Of SD�ryO Town Hall Jill M. Doherty,Vice-President 53095 Route 25 Peggy A.Dickerson 1�( P.O.Box 1179 Dave Bergen Southold,New York 11971-0959 G � Bob Ghosio, Jr. �Q Telephone(631)765-1892 COU '� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line 1 st day of construction constructed Project complete, compliance inspection. o , James F.King,President ����SUU Town Hall Annex Jill M.Doherty,Vice-President �� l0 54375 Main Road P.O.Box Peggy A.Dickerson `� Southold, New Yorkk 11971-0959 Dave Bergen G • . �O Telephone(631) 765-1892 Bob Ghosio,Jr. O Fax(631) 765-6641 UNT`I,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 21, 2009 Mr. Jeffery T. Butler, P.E., P.C. 206 Lincoln Street Riverhead, NY 11901 RE: KEVIN FAGA 12580 MAIN ROAD, EAST MARION SCTM# 31-14-8.2 Dear Mr. Butler: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, October 21, 2009: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Wetland Permit#6931 and Coastal Erosion Permit#6931 C to construct the proposed addition on the east side of the dwelling 25.5' from the bulkhead; square-off the structure on the west side of the dwelling; and replace or repair the original foundation, and as depicted on the revised site plan prepared by Jeffrey T. Butler, P.E., P.C. last dated February 19, 2009, and received on September 18, 2009. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, James F. King President, Board of Trustees JFK:eac i - a� ,y1•i••I�P�T.. _'�,.. /,6�/. ���iii _rr.;. .../V ♦ _ - � • _ _. "•i' ♦i'.:` i•yiri 3 \\ Ir \\1 11pv:. ,'•,1 �Ij ,•� roc i• i ;r , J •�•• s BOARD OF SOtf MR TOWN TRUSTEES\I N ►I SOiJTIiOLD;NEW YORK ' ...rr PERMIT O.-:6931& 6931C: . DATE. July 23,2008 s. ISSUED TO':?KEVIN''FAGAA r, .. , ,r ,•,,:; t p PROPERTY ADDRESS:12580 MAIN RD.. EAST MARION .; +r SCTMOI-141-4.1 !r , U .ii A .THORIZATION I , Pursuant to the provisions of Chapter 275 and/or Chapter l l I o€,the Town Code of the Town of J' ; Y Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on +r July 23..2008 inconsideration of application fee in the::sum of$50- 0 00 paid by Kevin Faea and subject to the. s Tens andondit Cions as,stated in the Resoluhon,'the Southold.Town Board of Trustees authonzes and permits tI , "Ili r .Wetland Permit and Coastal Erosion Management Permit to:renovate and construct additions to the existing single-family^dwelling and upgrade the sanitary systien I with the condition of a 10' non-turf buffer,the addition of gutters and drywells to contail ii•,,,• ' roof,run off:in accordance with,Chapter 236 Stormwgfei Management of the>Town Cod - and the installation of a line of staked hay bates;and.silt fence,,prior_to:construction activities, and as depicted on the site plan prepared by Jeffrey T,Butler, P.E. last dated October29 -2008 I, "IN'WPTNESS-WHEREOF,,the'said Board of Trustees hereby..causesAts Corporate Seal to-be affixed, and these presents to be>subscribed:by a miajorityof thesaidBoard,as of this„date..; - s ' � y 6�-'7f(y, •'i' r� , TERMS AND CONDITIONS The Permittee,Kevin Faaa residing at 12580 Main Rd East Marion,NY,as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense,defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of ' Trustees of the Town of Southold. A` 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for. an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to passe and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if,in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Office of the Clerk of the County of Suffolk as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall:be`provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee.of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. James F.King,President QF so(/jyo Town Hall Jill M.Doherty,Vice-President O l0 53095 Route 25 Peggy A. Dickerson l P.O.Box 1179 Southold,New York 11971-0959 Dave Bergen cn Bob Ghosio,Jr. �l� �OQ Telephone(631) 765-1892 Fax(631) 765-6641 COUfV�+� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT Permit#6931 C Date: July 23, 2008 SCTM#31-14-8.2 Name of Applicant/Agent: Jeffrey T. Butler, P.E. Name of Permittee: Kevin Faga Address of Permittee: 12580.Main Rd., East Marion Property Located: 12580 Main Rd., East Marion DESCRIPTION OF ACTIVITY: To renovate and construct additions to the existing single-family dwelling and upgrade the sanitary system. SPECIAL CONDITIONS: The installation of a 10' non-turf buffer, addition of gutters and drywells to contain roof run-off in accordance with Chapter 236-Stormwater Management of the Town Code, and the installation of a line of staked hay bales and silt fence prior to construction activities. The Coastal Erosion Management Permit allows for the activities as indicated on the site plan prepared by Jeffrey T. Butler, P.E. last dated October 29, 2008. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) a� James . King, Preside Board of Trustees JFK:Ims James F.King,.President QF SOUr�o Town Hall Jill M.Doherty,Vice-President �Q �� 53095 Route 25 Peggy A.Dickerson J l P.O.Box 1179 Southold,New York 11971-0959 Dave Bergen Bob Ghosio,Jr. On Telephone(631) 765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 23, 2008 Jeffrey T. Butler, P.E. 206 Lincoln St. Riverhead, NY 11901 RE: KEVIN FAGA 12580 MAIN RD., EAST MARION SCTM#31-14-8.2 Dear Mr. Butler: The Board of Town Trustees took the following action during its regular meeting held on Wed., July 23, 2008 regarding the above matter: WHEREAS, Jeffrey T. Butler, P.E. on behalf of KEVIN FAGA applied to the Southold Town Board of Trustees for permits under the provisions of Chapter 275 of the Southold Town Code the Wetland Ordinance, and Chapter 111 Coastal Erosion Management, applications dated June 25, 2008, and, WHEREAS, said applications were referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the proposed applications be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policy 6.3 of the Local Waterfront Revitalization Program to the greatest extent practical through the imposition of the following Best Management Practice requirements: the Board of Trustees did not find it practical to relocate the existing dwelling 100'from the wetland boundary, however, requires the installation of a 10' non-turf buffer, the addition of gutters and drywells to contain roof run-off in accordance with Chapter 236-Stormwater Management of the Town Code, and the installation of a line of staked hay bales and silt fence prior to construction activities, and, 2 WHEREAS, a Public Hearing was held by the Town Trustees with respect to said applications on July 23, 2008 at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning these applications, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 and Chapter 111 of the Southold Town Code, and, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirements imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees approves the applications of KEVIN FAGA to renovate and construct additions to the existing single-family dwelling and upgrade the sanitary system, with the condition of a 10' non-turf buffer, the addition of gutters and drywells to contain roof run- off in accordance with Chapter 236-Stormwater Management of the Town Code, and the installation of a line of staked hay bales and silt fence prior to construction activities, and as depicted on the site plan prepared by Jeffrey T. Butler, P.E. last dated October 29, 2008. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $100.00 Very truly yours, Jame F. King, Preside Board of Trustees JFK:Ims James F. King, President ���F so yo 53095 Route 25 Town Hall Jill M. Doherty,Vice-President �� O P.O. Box 1179 Peggy A.Dickerson l�[ Southold,New York 11971-0959 Dave Bergen G Bob Ghosio,Jr. Telephone(631)765-1892 COu Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: AQ u cl I--a U q Please be advised that your application dated has been reviewed by this Board at the regular meeting of R and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1 st Day of Construction ($50.00) '/z Constructed ($50.00) ,vl Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as 'set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ I QV BY: James F. King, President Board of Trustees JUL-22-2008 18:40 P.002 Sofia Antoniadis 12500 Main Road PO Box413 East Marion, New York 11939 1646-201-3560 July 2Z 2008 Southold Board of Town Trustees Town Hall Annex Building E C ^� W E !!p 54375 Route 25 —---—�: P.O. Box 1179 Southold, New York 11971 J U L 2 3 2008 4 Re: 12580 Main Road Southold Town East Marion, New York 11939 Board of Trustees SCTM# 1000-031-14-008.2 Kevin Faga Greetings: I am in receipt of the Notice To Adjacent Property Owner and as the owner of 12500 Again Road 1 have concerns with the renovation and upgrade to the sanitary system. I respectfully request that in my absence of the scheduled hearing on July 23, 2008 at 6:00pm that my concerns be documented and made public. Although 1 did not have adequate time to review the site plan provided with knowledgeable authorities. 1 am concerned that the proposed three pools shown close to the property line are too close to my existing drinking water well Thank you and should you have any questions please do not hesitate to contact me. Sincerely, So a Antoniadis TOTAL P.002 JUL-22-2008 18:40 P.001 1990 Coney Island Avenue Brooklyn, New York 11223 (718) 998-8437 (718) 627-3586 fax Fax To: Town Trustees From: Sofia Antoniadis Faic 631765-6641 Pages: 2 Phone: 631-765-1892 Date: 7/22/2008 Re: Kevin Faga 1000-031-14-008.2 CC: Q Ursewl ❑ For Review ❑Please Comment ❑Please Reply ❑Please Recycle Kindly include the attached letter in regards to the hearing scheduled for July 23,2008 at 6:00pm: Kevin Faga 12580 Main Road East Marion,New York 11939 1000-031-14-008.2 Thanking you inadvance for your assistance. 07/22/2008 09:28 FAX 305 B52 5822 FIRST STATE BANK IR 002/002 a saajsnll to Paeo omol Plogq;noSB 800z Z Z 1Rr 4 bb Key Yea#go Branch 97670 Overseas Highway Key Largo,Florida 33037 Phone: 305-852-2070 vwvw.kcysbank.com Fax: 305-852.5922 Company From SOUTHOLD TOWN HALL AMELIA HUXJIL Attention Date BOARD OF TRUSTEES 07/22/2008 Fax Pages (including 631-765-6641 2 _ Urgent _ For Review Please Comment _ Please Reply REF: KE VIN FAGA SCTM 1000-031-14-008.2 � ECE § JUL 2 2 2008 southho/d Board of Trustees Z00/l00 ln NNV8 31V1S 1SHI3 ZZ84 Z98 906 XV3 8Z:80 800Z/ZZ/Z0 2640 �fn1 i .g�g I I/ 263O a LAUNDRY o ROOM q'-o°cLG.Hr. BATHROOM BEDROOM W-O"GLG.HT. 9'-O"GLG.HT. N N o O 0 1 V, V 2868 Ll 2268 r--------- OVEN RANGE ---' 2668 2668 = KITCHEN n')'•--- {-- - � q'-O"GLG.HT. i 4 � N m 4 � i ; ----' BEDROOM q'-O°GLG.HT. m m N � N o w v GL. I— N - - -- - --_ 2668 TSTEP UP STEP UP I I I I I I � a I � w I I m I co N y I o N DINING LIVING cv ROOM I ,� GLG.HT.j ROOM I q'-O"GLG.HT. L J co I n�� m I � I N I I I I I I O I � I I N I I I (2)2650 50'70 (2)2650 EXIT • 6 W.G. LAV O CLOSET XFC) AREA BEHIND KNEE WALL LIVING RM. LATH.GLG.HT. z STAIRCASE x LANDING x W BEDROOM BEDROOM W +'ST SH CL G AREA BEHIND KNEE WALL AREA BEHIND KNEE WALL ,F51011 ORITFRIA wrwae Fca+ _ `LIr84o oE5l6u Rro0 cGdP t44Fi LaAo ruALL S�EAMiris otcwuc 11--A �SiW✓LNr.I'E I'NO GiwEa4r FFI.i�ERvaS _ aEdAr� w.3�oD5 Ao eora [LASS r rtla.�i Ps - SPD. A'-9' •lyza SaFr.LCi SEVHxe �'E+` D ao TI TI IviEQloz]aR•]aa RI ai9LN A��FwYSE ce�i-5 Aii�io IOa uI.LL5 Aw PA4IIclwu5 UJ00 pp n malcnaAl.e+er�as S{ Piv�rr� Ti P✓3hR oR SNCLO '� a Fga w.aLs-HUo�DAvs wr«ealme � 2 iLF"E.x°el1O`e PF"w,�s"ro LOAos wrN ® �,n eoo.��rID�Aos a Po no-soRex� FEz�sau�Fmr a roz� ----'— cDa sums ® 0 0 €�T Ell „ a n.slroRww orwcs MR —.--- —iItIH 9-�Asin xuIFo4M.i a5 14 LDAoS(PYl ---- ® ooP�R PROF �a a as U r .�O4�'�`w ysrl�Roar w m n r4 ----- a $�o J NORTH-VEST ELEVATION w " SLALE.V4'=I'-O' O 4 B 12 w 6-RISE aA�l ro r.� z o O PP o m w IZt]T11 u 'K r V1 wN $ o 'r rD,.Ll.FL o PAGE: z SOUTH-EAST =LEVATION 1 -0 IE:14'=1'-O' O B I? 1 ,�u.� I Or i GENERAL NOTES: A *----------*. � � i l PLSGII qua ®• EE) EL'BL (QQj O U e w • w ® ® `dYdffi rw ` O A r� SECOND FLOOR PLAN FIns— RST FLOOR PLAN �z L I ALE I/a•.i•-O' O 2 4 6 �` S <����( CZ7 w�Q � t ❑ Q UQ m' SYMBOLS © s�o�cerecrae ti�w=. g xme verecrae � _� V o � F m ARSA CALCULATIONS ❑ M PAGE: 4 0f 3 ` �gp�FOt►�-� 'bti d� Donald Wilder,Chairman �► -� Town Hall,53095 Main Rd. Lauren Standish,Secretary yam,. P.O.Box 1179 ®� • �' Southold,NY 11971 �f Telephone(631)765-1892 Fax(631)765-6641 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., July 16, 2008, the following recommendation was made: Moved by Don Wilder, seconded by James Eckert, it was RESOLVED to SUPPORT the Wetland Permit application of KEVIN FAGA to renovate and construct additions to the existing single-family dwelling, and upgrade the sanitary system. Located: 12580 Main Rd., East Marion. SCTM#31-14-8.2 Inspected by: Don Wilder The CAC Supports the application with the Condition the proposed addition is relocated away from the water as far as possible, and drywells and gutters are installed to contain roof run-off. Vote of Council: Ayes: All Motion Carried h r T. 7� 'At ry 07I16/200� 10 � 42 .,y r S`_'• � t y C ',-a rJ � L '4 7P I f1,1,f j�ry,y y WL 1 # cat M 07/16/200� 10 : 4 a r t--OWL , s ., ,�wryy+�..: �� � ^e �,'."�r ,� � +' �• ?Y?�. a�' � „� `�*``+S'�a�; , a � i� +''.y',S� y,�'Jr..>.rs'&1'.A�"�a;l .� !F� .cam �a � .!Y:t s.�.,t• •,���, - .+s ra. 07l161200� 10 : 42 �gUF�O�k James F.King,President P.O.Box 1179 Jill M.Doherty,Vice-President aQ Gy Southold,NY 11971 Peggy A.Dickerson y Telephone(631)765-1892 Dave Bergen ' Fax(631)765-6641 Bob Ghosio,Jr. Southold Town Board of Trustees Field Inspection/Worksession Report Date/Time: KEVIN FAGA requests a Wetland Permit to renovate and construct additions to the existing single-family dwelling, and upgrade the sanitary system. Located: 12580 Main Rd., East Marion. SCTM#31-14-8.2 Type 9f area to be impacted: S twater Wetland Freshwater Wetland Sound 'may Distance of proposed work to edge of wetland Pao of Town C de oposed work falls under: hapt.275 hapt. 111 other Type of Application: V etland' Coastal Erosion _Amendment Administrative_Ency Pre-Submission Violation Info needed: / Modifications: Conditions: Present ere: King C,d'Doherty i/P.DickersonBergen B Ghosio, __LDzen owski Mark Terry_( er�r� Form filled out in the field by Mailed/Faxed to: Date: Environmental Technician Review- ;.,. BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD FACSIMILE TRANSMITTAL SHEET TO: PROM: Don Dzenkowski,John Kirincic Elizabeth Cantrell COMPANY: DATE: Southold Town Bay Constable 11/18/2009 FAX NUM[31R: 'TOTAL NO.0I7 PAGES INCLUDING COVER: 765-2715 PHONE.NUMBF11: SENDER'S PHONE.NUM131-M: 765-2798 (631) 765-1892 RE: SENDIiIt'S FAX NUMBS R: 12580 Main Road,East Marion (631) 765-6641 ❑ URGIiN'1' ❑ FOR REVIEW ❑ I'1.ISASIi COMMENT ❑ PL,EiASIL. RIi1)1,Y ❑ P1,111ASE RF,CYCLE NOTES/CONIMENTS: Don, Here is the permit for the Kevin Faga property, SCTM# 31-14-8.2 If you need any other information from the file,please give me a call or stop by. Thank you, Elizabeth Cantrell 54375 MAIN ROAD P.O. BOX 1179 SOUTHOLD, NY 11971 i d •• . •� ".,• . . d'.♦ e•IA MAIN ( S . R . a a .. :' ; '. . .. . .. 0 J ,; FOU ROAD . A D 2 5 ) CONC. MON. e d, ;• OLD ASPHALT • :� • •'• •°[ ,;, , F PAVEMENT • d APRON ♦ a , e• EDGE 0 . .e• .. ,. :. .• . POLES� ti •.'• d• • ; • "• HEDGE ROW M W 79.9t O1rOUND.7'N. 07IPEa, S 88°23'30" E,�-WOOD . �: UTILITY 170.23' N 85'S5'40" E 83.82 -;:::::;;;;:��.•;::::::-:':-:;;:: 5 8o•tt'oo rr /r SIGN ,. FOUND S S5.55'40" W N7, CONC, MON. 48•$t' � p SPLIT RAIL FENCE '! RAIL FENCE d ,1.•. FENCE GUY Z WIRE In 9,2 0 �C �--14 x r :d O OJ • .' O Z ELECTRIC VAULT a ' UTILITY POLE ELECTRIC - y���� METER SURVEY OF PROPERTY y r . G, SITUATE . o . EAST MARION ' TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK - S.C. TAX No. 1000-31 — 14-06 SCALE 1 "=30' ,. . �. J U N E 28, • 2007 4�c i • • .e :. • t�.r tsS f. •[' •� d ` ` AREA = 199,180 sq. ff. • (TO TIE LINE) 4.573 ac. � eW. • • c11 O e Y+ •. e•. -DRAIN • e I ` e'A . •` e . J, Id •, �e •'! •GRAVEL OVER ASPHALT DRIVEWAY • ;. ' • • • •• '• • e• • ♦ , �?0 e P • d '• • ! .I♦ , ' a•• '•' lac . ' • 40, H .t1 • •a •' ' •' FQ a' ••' e • 6.... ' •' ' ' p�� f�pOG���O .: .. •.•.'.' ♦[ d... •.a • d •+: •� ,• 00 y.A. .. goy �6 �$o' \\ PALE O PaOKPNE :� CO ' r p �j+ \ Cf WELL .•'_ ••-•d ' O� 0i: •'. �J/�f n F� o y'oy \\\)a f0 G0�G • •• ( s �yo yYly 'f5y I a pJ /'� �. 222 ' ' •� ' :, '•��Q�: 't'•, ... i���'�' '� oyc a�$o '�y�� �oo� �s m,� GoyF'�` \\ i '�yo� (�06✓�,, �•l�J 45���9 ... 7rt CEPS p\A con 12 a l / ci PL�1 ea�c\k 3 2�d SZE oN — co >�op0 p o ' Rio 0 oK Nti�� W, 44 � - p �p a �• � � ? Q o 46 $ 1 ,4 2 6 caz� < °" p�CT/ coyo�o y ;c^ 8^ 1NORouaa moo( G� Ij 12,2 �o M \ L 3 Cam, - / p 112 oZpp� 2D V�P0 /p/ di ONCE 6`G1 / o 14.2 � CP41—1 ri I � G ^p x-00 Gj / 0O 10 o` x A,. 0J �O UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF NO TES: SECTION 7209 OF THE NEW YORK STATE 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EDUCATION LAW. — EXISTING ELEVATIONS ARE SHOWN THUS:5D COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EXISTING CONTOUR LINES ARE SHOWN THUS: - - - - -6- - - - - EMBOSSED SEAL SHALL NOT BE CONSIDERED F.FL. - FIRST FLOOR , TO BE A VALID TRUE COPY. - GARAGE FLOOR TB. - CERTIFICATIONS INDICATED HEREON SHALL RUN TB. - TOP OF BULKHEAD ONLY TO THE PERSON FOR WHOM THE SURVEY B.B. - BOTTOM OF BULKHEAD T.W - TOP OF WALL IS PREPARED, AND ON HIS BEHALF TO THE B.w. - BOTTOM OF WALL TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED a t h an Taft Corwin !I i 8Y THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCJAPM. , / r. ,, Pv Lam. Lane! Surveyor Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 322 Roanoke Avenue P.O. Box 1931 N.Y.S. Lic. No. 50467 Riverhead, New York 11901 Riverhead, New York 11901-0965 I _ LINE / SYMBOL LEC END TEST HOLE DATA AREA COVERAGE CHART. (TEST HOLE DUG BY: {,•finny '" '"` g DESIG.: STRUCTURE: EXISTING AREA: AREA TO BE REMOVED: AREA TO REMAIN: PROPOSED AREA: a ia:�r+v sanb TEST HOLE ® McDONALD 6E05GIENGE FIRST FLOOR SECOND FLOOR FIRST FLOOR SECOND FLOOR PROPERTY LINE --- - - - _ ON JUNE 26, 2005) 5 SETBACK LINE - - - RESIDENCE 1,143 5Q.FT. 4g6 SQ.FT. 23q.�2 SQ.FT. u�mm ® 3 GATGH DA51N VV O EXISTING TO BE MIXED SAND d LOAM o REMOVED/RELOGATED B' 2' © RESIDENCE 54.3q SQ.FT. " GAS VALVE D4 2 .F s`: o WATER W PALE BROWN FINE TO RESIDENCE (FOOTPRINT) Ip88.6 SO.FT WATER VALVE GOUARSE BAND WITH 10-20% GRAVEL - SW C SHED '73.44 50.FT. 73.44 SQ.FT. ELECTRICAL E GAS G MANHOLE COVER MH D SHED ±25.00 5Q.FT. ±25.00 5Q.FT. TELEPHONE T � ' O � 4 L � 9� `x 4 UTILITY POLE x" "�� SITE 55 E SHED 52.00 50.FT. 32.00 50.FT. �4•.•wL" ., LUc ATI01J SANITARY SEWER WATER IN PALE O r,; Z O t LIGHT POST � BROWN FINE TO FENCE GOAR5E 5AND WITH F RESIDENCE MONUMENT Q 10-20% GRAVEL - O 288.00 SQ.FT. 288.0 SQ.FT. s ►- OVERHEAD ELECTRIC �� �� J STAKE 5W © PORCH ±8q.5q SQ.FT. GONG. CURB � • � •• y� `(` ���� n' 25.00 SQ.FT. Q ENTRY PORCH GOA5TAL EROSION HYDRANT tiY0 WATER ENGOUNTERED o us Q HAZARD LINE H L R-1 bOp �J�•FT• Lore Bw.n Pony. 1 � 1 `` I q.0' BELOW SURFACE O GARAGE _ cv 1 TOTAL (FOOTPRINT): 1,213.44 5Q.FT. tII1.3q 50.FT. 1,162.06 50.FT. t1002.5q 50.FT. >�BBREVII�.TIONS LOCATION MAP: --- ABOVE 6'�A --- GAGE, GAUGE TOTAL (LIVING AREA): 4g6.�0(� SQ.FT. I p88.62 SQ.FT. 288.00 SQ.FT. 527.72 SQ.FT. NOT TO 5GALE AFF --- ABOVE FINISHED FLOOR 6hV --- GALVANIZED AF6 --- ABOVE FINISHED M1ET --- METAL GRADE AG --- ABOVE GROUND N•.TS --- NOT TO SCALE EXISTING BUILDING G01(ERAGE: DIG --- BOTTOM OF CURB O>.H.--- OVER HEAD 1,273.44 SQ.FT. / f17,532.58 SQ.FT. _ -t.265i5 PiZ0P05ED S I TE PLAN: BI --- BOTTOM OF ISLAND P'LGS --- PLACES PROPOSED BUILDING GOVERAGE (INGLUDING PORCHES): - GB --- GATGH BASIN PVG --- POLYVINYL CHLORIDE 2,216.04 50.FT / t11,532.58 50.FT. = 12.ge>% 51TUATE AT: GONG --- GONGRETE PIP --- POWER POLE PROPOSED LIVING AREA: EAST MARION N.Y. GON5T --- CONSTRUCTION R:GP --- REINF. GONG. PIPE 1554.62 50.FT (EXISTING) + 86032 50.FT. (PROPOSED) = 2445.314 50.FT. (TOTAL) TOWN OF SOUTHOLD GON D T --- CONTINUOUS/GONTINUE R:EINF --- REINFORCE S1JFFOLK COUNTY, NEN YORK CPR --- COPPER 50 --- STORM DRAIN S:.TM NO.: t 000-31-14-000 .2 DIAM --- DIAMETER S'IT --- STEEL ZONING DISTRICT: RESIDENTIAL 'R40 DIP --- DUCTILE IRON PIPE TiC --- TOP OF CURB D.W.--- DOUBLE WALL T'l --- TOP OF ISLAND EX15T --- EXISTING TiERM --- TERMINATE SITE ADDRESS: FD --- FLOOR DRAIN U,/L --- UNLEADED \ I:'.580 MAIN ROAD FO --- FUEL OIL WIF --- VERIFY IN FIELD EAST MARION, NY IIg3q F/6 --- FIBER GLASS 1-,40 --- WASTE OIL FTG --- FOOTING II --- WELDED WIRE MESH Q \ 7� PROPOSED: 0 AREA OF 51TE: f�,532.585.F. (0.403AG.) N.C. LINE OF PROPOSED COVERAGE CALCULATION: SEE AREA COVERAGE CHART � m H}AY BALES AND 511-T 10 NON TURF • 'A CLAY ON FE1dGE U \ EASE FLOOD ELEVATION: O -n � ' FFER I - A q GVD Ig2q •••_ \ HAP No. 6313coo64G E (N ) TIE = 202.56 �0 ry 5 3W44'00" E 3 EXISTING WOOD BULKHEAD 142.bq \ W -4-- - \ \\ \\ KEV N FAGA EROPERTY WNER: lC/ 12632 MAIN ROAD C/ m \ 1 4 I 1 1 EAST MARION, NY 1Ig3q O EXISTING WOOD \ \ (Y )- X 15' RIGHT OF WAY 1 STEPS W/ RAILING \ \ < (BY OWNER OF \ \ Uj LOT 8.0 \ \ I SAFE DIG � o z � SIDE YARD SETBACK = 15'-0" O / . Q 1n �,• ��c� - - - - - - • . - . . - . - - - - -_ - o 0� o \\ \\ Before You Dig, Drill Or Blast! C) m � �O �r w dJ •� � I �� '4SPN Ex/5TING lT � \ \ CALLUS TOLL FREE 1-800-962-7962 � CL ALT DRIVJ 1A 0 . \ 0 \ ® NY industrial code rule 753 requires no !� O O less than two working days notice,but not 1 more than,ten days noti: 5.G.T.M. LOT No. 00&.1 N/F �'o Go Q �1� r ut O HUKI LL boy 8 TEST HOLE \ �a °\F \ ZONING INFORMATION: W u� ?n G� RESIDENTIAL DISTRICT (R=40)_EXISTINO r Cy �!"a �'�' z. DRIVEWAY TO BE DO PEV T.P ROVE D � O EXISTING �MNP OC RAIL FENCE ALTERED 3p 6 t2 1�\gyp \ LOT AREA: I U I TO BE N\ �0 \7r MINIMUM ALLOWED: 40 000 SQ.FT. - ��I�,D ®i TItU�i��:� _ REMOVED \ PROPOSED LEACHING POOL W\^ �}\�n PROVIDED: ±17,532.58 SQ.FT. y, ^. ,N OF +,� a - \ (I) 8'� x 6' DEEP FOR RAIN 8' N I r w WATER RUNOFF PROPOSED 1 -�\ - t J c T __.� _ I \ SECOND FL. Q. �` LOT WIDTH: _ D o�,3 © PORCH "1 (x\Z� MINIMUM ALLOWED: 150' �``Gp ` 10 MIN (TYPJI \ 0\0 PROVIDED: 103.35 �1 \ ` SD 18 p EXISTING SHED \ 31\ LOT DEPTH: JEFFREY T. BUTLER, P.E. PROPOSED LEAGHI NG PODL \ ---- 4\5 \ t�1 ' (I) 8'4� x 4' DEEP FOR RAIN // � � � � �� ROOF OVERHANG �� MINIMUM ALLOWED: 175 O� D TO BE REMOVED \ \� Q WATER RUNOFF I 5•71 N PROVIDED: 142.69' -� \ O PROPOSED \ O� EXISTIN • ••2.5TORY � WooD \ �\� YARD REQUIREMENTS:PROPOSE ? to COVERED Sd �� FO ADDITION \ i 1. DECK \ \ MINIMUM FRONT SETBACK: 35 COVERED v ' ENTRY PORCH EL. II.?7 ; \ \ PROVIDED: 91'-0" v OI 1 \ \ O O Zown \ \ \ _ gouthhold`ustees ( � 1 ` // � \3 ' �oatb of 2 ' \ MINIMUM SIDE YARD SETBACK: 10 z 25.9 a/ 3g�' \ PROVIDED: 9'-3" Q O m w CUMULATIVE SIDE YARD SETBACKS: 25 . , p p CZ �- 35.0' 30 \ �� \ PROVIDED: 65' 6" Z z �- Cz Q \\� 6 Qz - `� �2 \ \ MINIMUM REAR SETBACK: 35' ,� O m Q O BUILDING AREA \\ \\ PROVIDED: 35'-7" a F- � ® B TO BE REMOVED FRAME SHEDS O\ PROPOSED / EXISTING ::•�� ` } Q � O N GARAGE / (Y2 STORY RESIDENCE LIVING (FLOOR) AREA: To BE r (4 BEDROOM) \ \ MINIMUM REQUIRED: 850 SQ.FT. t% Q N N I REMOVED IO \ (TO BE RENOVATED TO A \ \ u- Q . EXISTING: 1 ST: 1,088.62 SQ. FT �[ �- ry O \ \ w O E 1 ?�'� STORY RESIDENCE) 35 2ND: 496 SQ. FT. O _ EL. 11.7"' :' 1 N 1 \ Z O © I S p _ 1 o \ \ PROPOSED: 1 ST: 288 SQ. FT. O v LL i- x \ \ 2ND: 559.41 SQ. FT [Y tSl O �O YARD SETBA _ N lo'-p�� 2s.9` �� 1 r \ TOTAL: 2,400.34 SO, FT, - to LL O -- AGGE SORY ST \ z �' LOT COVERAGE: 1LI z ua YARD - SIDE U I- N 35°21'00" YJ .� RUGTU PROPOSED SQUARING }- �---- 44.62' ETBAGIG = I_ y O MAX. ALLOWED: 20% I- N 32°55,0p11 W \ 3 - OFF OF STRUCTURE m O O \\ EXISTING: 7.269� r = -;-_--__ - ;, O __ -a cV � 1 4 O Q EXISTING STOCKADE FENGE EXISTING \ PROPOSED: 12.98% T" SITE PLAN N -._.. II' GONG _ N/F \ e-1' 2 BUILDING HEIGHT: �� 1 c��� p nuu 1 MAX. ALLOWED: 35 GRAPHIC SGAL DEF05 '=p N 35 2100 20 10 O 10 20 30 40 50PA6E : E I° = to-o ° ' W 38.03' EXISTING: 24'-0" ; W PROPOSED: 28'-0" 10' NON TURF BUFFER NUMBER OF STORIES: MAX. ALLOWED: 2.5 \ \ EXISTING: 2.0 • o PROPOSED: 2.0 o Of I m U 1 I , , LINE / SYMBC END TE5T MOLE DATA AREA COVERAGE CHART: wi (TEST HOLE DUG BY: EXISTING AREA: PROPOSED AREA: DESIG.: STRUCTURE: AREA TO BE REMOVED: AREA TO REMAIN: , PROPERTY LINE - TEST HOLE ® V10ONALD GE05GIENGE FIRST FLOOR SECOIND FLOOR FIRST FLOOR SECOND FLOOR ON XNE 26, 2008) 5 SETBACK LINE - - - RESIDENCE 1,143 5Q.FT. 4q6 SQ.FT. 23q.72 50.FT. 4 y a CATCH BASIN O' EXISTING TO BE MIXED 5AND 4 LOAM REMOVED/RELOCATED GAS VALVE pd :j 2' © RESIDENCE 54.301 50.FT. j WATERI� •4 � 2 .�.`-,'-,•,a hrt=: p. -;_ ,PALE BROWN FIN TO RESIDENCE A55.62 SQ.FT. GOUARS E 5A D WITHWATER VALVE o r ELECTRICAL RAVE 5 W 10 2090 G L ' 44 .FT. 73.44 SQ.FT. � G SHED 73. 5Q O GAS - MANHOLE COVER MH TELEPHONE OD SHED ell f25.00 SQ.FT. ±25.00 50.FT. UTILITY POLE E SHED 52.00 5Q.FT. 32.00 5Q.FT. ' M:,mnlau� a..i.l.? �.a;'�'iF�,t ;>>.p•,ik; 'r1C'I''.''- ;C:°r;;qi U-1 SANITARY SEWER �., .. u, WATER IN PALE O �a' o, ATi©N Fr,. ,;::.:,. LIGHT POST 1 _� BROWN FINE TO FENGE COAR5E SAND WITH Q RESIDENCE 2&5.00 56Z.FT. 288.0 56i.FT. OVERHEAD ELECTRIC �\ MONUMENT El10-209ti GRAVEL - r.„ 5W © PORCH xw GONG. CURB 0 f8q.5q SQ.FT. STAKE • . � -•- ;� t r n' H ENTRY PORCH L a� COASTAL EROSION - -- - HYDRANT gV.��, O 25.00 SQ.FT. Y"' WATER ENCOUNTERED D 4 Q HAZARD LINE a.0' BELOW SURFACE 1 GARAGE 600 SQ.FT. IL O " O TOTAL (FOOTPRINT): 1,273.44 50.FT. ±111.3CI 50.FT. 1,162.06 50.FT. t1002.5q 50.FT. _ __ J .. .:..,e ....w, •. : .,. z , ..w.., .w. . ..:....... .• T:z' TOTAL (LIVING AREA): 416.0,' ) 50.FT. I p88.62 50.FT. 258.00 SQ.FT. 527.712 50.FT. LOGAT I ON MAP: NOT TO 56ALE EXI5TING BUILDING COVERAGE: ABBR �I�-I-I ON 15 1,273.44 SQ.FT. / t17,532.55 SQ.FT. = -1.26% f`� FROFOSED SITE FLAN: PROPOSED BUILDING COVERAGE (INCLUDING PORCHES): ABV --- ABOVE GA --- GAGE, GAUGE 2,276.04 50.FT / t17,532.55 50.FT. = 12.gb% AFF --- ABOVE FINISHED FLOOR GV --- GALVANIZED SITUATE AT: PROPOSED LIVING AREA: AFC, --- ABOVE FINISHED MET --- METAL EA5T MARION N.Y. 1,554b2 50.FT (EXISTING) + 860:i2 50.FT. (PROPOSED) = 2445.54. 5Q.FT. (TOTAL) GRADE AG --- ABOVE GROUND NITS --- NOT TO SCALE TOWN OF SOUTHOLD BC --- BOTTOM OF CURB O.H.--- OVER HEAD 51JFFOLK COUNTY, NEW YORK BI --- BOTTOM OF ISLAND PLG5 --- PLACES 5GTM NO.: 1000-31-14-000&.2 GB --- CATCH BASIN PVC, --- POLYVINYL CHLORIDE ZONING DI5TRIGT: RESIDENTIAL 'R40' GONG --- CONCRETE PP --- POWER POLE CONST --- CONSTRUCTION RCP --- REINF. GONG. PIPE SITE ADDRESS: GONT --- CONTINUOUS/CONTINUE REINF --- REINFORCED 1.2550 MAIN ROAD CPR --- COPPER 512 --- STORM DRAIN EAST MARION, NY IIg3g DIAM --- DIAMETER 5T --- STEEL DIP --- DUCTILE IRON PIPE TG --- TOP OF CURB D.W.--- DOUBLE WALL TI --- TOP OF ISLAND SITE DATA: EXISTING: PROP05ED: EXIST --- EXISTING TERM --- TERMINATE AREA OF 51TE: t17,532.585.F. (0.403AG) N.G. FP --- FLOOR DRAIN U/L --- UNLEADED FO --- FUEL OIL VIF --- VERIFY IN FIELD COVERAGE CALCULATION: SEE AREA COVERAGE CHART m 1 F/G --- FIBER GLA55 NO --- WASTE OIL to FTG --- FOOTING WWM --- WELDED WIRE MESH VASE FLOOD ELEVATION: F� MAP NO. 631300064E - AE q (NGVD Ig2q) rT, i- y O ' EROPERTY OWNER: W r KEVIN FAGA (� � - y LINE OF PROPOSED 141.632 MAIN ROAD (3 , N� HAYFEN BALES AND SILT 10, NON �RF EAST MARION, NY 11g3g GLAYTONJ B XUFFER W m �h TIE = 202.56' S 1 Lu < N 5 38°44'00" E �� 142.6q' EXISTING WOOD BULKHEAD 1 I '� X Z 1.L- •� - 3 1 \ (SAFE DIG o K , 4 1\ 11 Before You Dig, Drill Or Blast! q) J t I EXI5TING WOOD 1 \ 0 / 15' RIGHT OF WAY ` STEPS W/ RAILING \ ® CALL US TOLL FREE 1-800-962-7962 O (BY OWNER OF \ \ NY industrial code rule 753 requires no O �C/ 1 LOT 5.1) \ \ ;�,�rv. less than s•:;'tn0 days notir;e,but not N more than en days notice. - 1 SIDE YARD SETBACK = l5=0". in / q 15r1 1 \ 1 ZONING INFORMATION: w w SP/-�,ctlr ORI�WgY � 73 � � Q p•-� I- LU �, �' J. o ~ �1• 4 11 \ - ENGINEER: 5.G.T.M. LOT No. OOS.i � G V 1\ RESIDENTIAL DISTRICT (R 40) 13f N . Xx 'y . HUKILL ��j q 8 TEST yr� ^ a T.QIIT 'y v a 1° LOT AREA: I ' HOLE O \ MINIMUM ALLOWED: 40,000 SQ.FT. ', 1 PROVIDED: ±17,532.58 SQ.FT. I ;�� ��-i �` K LOT WIDTH• � w1 O� EXI5TING AS ; 1 6' p0G O\ \ �fi 0 Qg3 z ' EXI5TING 3 '� MINIMUM ALLOWED: 150 DRIVEWAY TO BE aFESSIQPr RAIL FENCE ALTERED 6, o �1 1 PROVIDED: 103.35" _.._. ..- I TO BE 43• N 1 \: REMOVED W 1p 1-0 PROPOSED LEACHING POOLNI^ a\ LOT DEPTH: JEFFREY T. BUTLER, P.E. / (1) 8'N x 4' DEEP FOR RAIN 00\= 1 MINIMUM ALLOWED: 175' Q I , WATER RUNOFF PROVIDED: 142.69' .� 3� PROPOSED 1� �\r = IO'MIN ( P)I SECOND FLOO 1 Flo YARD REQUIREMENTS: O PORCH \ �1� Q � I I SD 22 EXISTING SHED \ �°\ PROVIDED: 1'-0""ET©ACK: 35 z t� O PROFOSED LEACHING POOL \ 18p \ NI w w }' ROOF OVERHANG � j] (1) V0 x 4' DEEP FOR RAIN // , : O� D TO BE REMOVED \ �� Q (3 CD I WATER RUNOFF I 1 PROPOSED 5.�1 , \ olY MINIMUM SIDE YARD SETBACK: 10 HO COVERED 4 ..... PROPOSED O, EXISTIN o PROVIDED: 9'-3" IlJ w \ 2 STORY ► 1 WOOD 1 JI [Y O L>7 / ENTRY PORCH S ° OF \O DECK \ 1 ~ } EL. I�-n� i 1� \ 1 CUMULATIVE SIDE YARD SETBACKS: 25' , , (3 O g2.5' i " }- I IY PROVIDED: 65 6 Q z < (L 01 O \ \ IL z i Cz w 0; 35;I' 1 MINIMUM REAR SETBACK: 35'' '"� 0 0 w \ N I 2s'q ' ..... �•o m \ PROVIDED: 35'-7" a+ z Q 1 1 sa 3 s \ W O O o //� �' 1 1 LIVING (FLOOR) AREA: p a m 35.0' �� \ e)g3' 14� 3 ,4' A2b� 11 \\ MINIMUM REQUIRED: 850 SQ.FT. _% } N \ EXISTING: 1ST: 1,088.62 SQ. FT. O �L �- Lri // N 11 1 2ND: 496 SQ. FT. w O O z ® \ PROPOSED: 1 ST: 288 SQ. FT. v U_ r- I EXISTING - EXISTING BUILDING AREA \ \ 2ND: 559.41 SQ. FT z O O\ PROPOSED g 1 1 O tt� FRAME SHEDS ry GARAGE :2 STORY RESIDENCE EXISTING -O TO BE REMOVED TOTAL. 2.400.34 SQ. FT. \ 1. 1 IL TO BE •: • .. ( (4 BEDROOM) ( STORY 1 [Y •• REMOVED OO (TO BE ALTERED) W/ PORCH ►- 1 \ LOT COVERAGE: -; , - j �; Q O z 1 EL. 11.?7 (A BoVE ,) 1� MAX. ALLOWED: 20% i.;` m EXISTING: 7.26% 1 w � O � -_ °°� O I• SID , 1 O Q YAK sFTB K - 1 PROPOSED: 12.98% v N ( f o s _ _ _ \I BUILDING HEIGHT: _ MAX. ALLOWED: 35' N 35° „ w -- =-AGG SORY STRl1G7U \ 1� EXISTING: 24 -0PA� 44.62' YARD E : FTBAGK = 31 � 51DF a Z 1 \ N 32°5s0O11 W -- . � - _ m 1 m 1 PROPOSED: 28'-0" W EXISTING STOCKADE FENCE _ _ � ITLf -� a- Q EXISTING 1 N - GOHALL \ NUMBER OF STORIES: APPRO BY 2 HALL EXISTING ALLOWED:2.0 2.5 F 87' BOARD OF U TIDES 20 10 O 20 30 40 50 DEFOS N 35021'00' w PROPOSED: 2.0 , HOED GRAPHIC, SCALE I" = 10'-O" I N 38.03' o LL UA I �3/ og U N I DESiGN CRITERIA: NOTE: THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET). WIND SUBJECT TO DAMAGE FROM WINTER AiR ICE SHIELD ' USE/ GROUND SEISMIC FROST SNOW SPEED EXPOSURE DESIGN LINE DESIGN REEZIN UNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY HEIGHT FIRE AREA TYPE OF LOAD (MPH) CATAGORY CATAGORY WEATHERING DEPTH TERMITE DIECAY TEMP INDEX REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION �� MODERATE SLIGHT TO 11 $99 YES FROM 1998 40 of 20 of PERIMITER EDGE ZONE ■ 31.2 paf EDGE ZONE ■ 28.1 paf;' SFD 31,-6„ FIRST FLOOR ■ 1210 SQ.FT, TYPE Y 48 paf 120 13 C SEVERE 36 TO HEAVY MODERATE FIRM MAPS p p INTERIOR ZONE - 2S.6 pef INTERIOR ZONE ■ 24,6 psf SECOND FLOOR - 1210 SQ.FT, 200"( NEW YORK STATE CODE: ACTUAL FINISHED GRADE SEE DETAIL SHEET FOR MAY VARY DEPENDING ON HIGH WIND CONNECTION These plans have been drawn in accordance with ExiSTING GRADE CONDITIONS REQUIREMENTS New York Building State Code, 206'1 Edition as -- administered by the Town of Southold. OPENING PROTECTION BY CONT, RIDGE VENT WOOD STRUCTURAL PANELS PERSUANT TO 1609.1,4, SEE NOTE: EXISTING DWELING HAS 4 BEDROOMS; PROPOSED FASTENING SCHEDULE ON _ DWELLING RENOVATION WiTH ADDITION MAINTAINS 4 DETAIL SHEET IN THiS SET BEDROOMS, FiRST FLOOR HAS TO BE RAISED IN ORDER TO COMPLY WITH NYS RESIDENTIAL CODE REGARDING TABLE R301.5 ® 2' OF REQUIRED FREE BOARD ABOVE THE 5FE. MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) _as Ha T ROOF sHING s._.. CONT. RIDGE VENT — _.. 12 -- — — §RR312 USE LIVE LOAD II GUARDS EXTERIOR BALCONIES 60 §RR312.1 Guards required.Porches,balconies or raised floor DECKS 40 surfaces located more than 30 inches(762 nun)above the floor PASSENGER VEHICLE GARAGES 50 or grade below shall have guards not less than 36 inches(914 mm) ATTICS WITHOUT STORAGE 10 z O in height. Open sides of stairs with a total rise of more than ATTICS WITH STORAGE 20 30 inches(762 rum)above the floor or grade below shall have ROOMS OTHER THAN SLEEPING ROOMS 40 a guards not less than 34 inches(864 mm)in heightmeasured verticrOly from the nosing of the treads. SLEEPING ROOMS 30 } STAIRS 40 §RR-31.2.2 Guard opening limitations.Itequired guards on GUARDRAILS AND HANDRAILS 200 TOP OF PLATE open sides ofstairways,raised floor areas,balconies and porchef shall have intermediate rails of ornamt,cal closures that do not allow passage of asphere 4 inches(102 nun)or - - more in diameter. EXCEPTION:The triangular openings formed by the riser, -- - tread and bottom rail of a guard at the open side of a stairway ET6 _ are permitted to be of such a size that a sphere 6 inches(152 mm) O cannot pass through. �7 — — - _ W J; 77 12' i G -- -- K " N1011 2 a 2099 TOP OF SUBFLOOR € 1 CEDAR SHINGLES TYP — _ _— TOP OF CEILING 71 — o 14 U ® i X — - -— TOP OF SUBFLOOR ` ; LL JU Ell (� 3: m GRADEF)ROPOSED FRONT ELEVATION � orb �r � � o � X � w CONT. RIDGE VENT M z -- _— C1 10 0 _ASPHALT ROOF SHINGLES- T,6 CEDARWI TYP - - r- ¢ /y� LU lu r' N. — — - - - _ `33 lx6 AZEK /O FASCIA, TYP. �ct;.,�flo TABLE R301.6 1x8 AZEK TRIM, TYP. JEFFREY t, BUTLER, P.E. MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE _ uul1 PER SQUARE FOOT OF HORIZONTAL PROJECTION ao _ z TRIBUTARY LOADED r O M AREA IN SQUARE FEET FOR ANY STRUCTURAL MEMBER a O O TO 201 TO OVER O O ROOF SLOPE 200 600 +600 — — - U FLAT OR RiSE LESS THAN 4 INCHES PER FOOT 20 16 12 — "17 — CORNER p " AZEK "' (� ~ O C }' (1.3) CORNER BOARDS, TYP. Z z O RISE 4 INCHES PER FOOT 0:3)TO LESB THAN 6 12 z Z m 12 INCHES PER FOOT (I:U 1 14 z - oo RISE 12 INCHES PER FOOT (1:1) AND GR WINDOW AZEK CASINGS, TYP.EATER 12 12 12 W ,Z O LU z o IN u1 TABLE R301,1 �/ }_ q T_ FIREPLACE NOTE: ALLOWABLE DEFLECTION OF i— STRUCTUAL MEMBERS Q Q Contractor to provide inetallattion manual for ALLOWABLE the fireplace on site for the building inspector. STRUCTUAL MEMBER DEFLECTION RAFTERS HAVING SLOPES GREATER THAN 3/12 WOOD STEPS TO WOOD STEPS To WITH NO FINISHED CEILING ATTACHED TO RAFTERS L/I80 GRADE PER COD _ §RE3803.3 Additional locations. At least one wall switch—controlled GRADE PER CODE lighting outlet shall be installed in hallways, stairways, attached INTERIOR WALLS AND PARTiCIANS H/I80 garages, and detached garages witch electric power. At least one wall— _ O O z switch—con trolled lightin outlet shlall be installed to provide FLOORS AND PLASTERED CEILINGS L/360 illumination on the exterior side off each outdoor egress door having grade A vehicle door in a garage shall not be considered as an ALL OTHER STRUCTURAL MEMBERS L/240 GRADE (� level access. g 9 u` U � Q outdoor egress door. Where lightirng outlets are installed in interior EXTERIOR WALLS WITH PLASTER OR STUCCO stairways, there shall be a wall swiitch at each floor level to control the H/360 lighting outlet where the stairway Chas 6 or more risers. FINISH PROPOSED RIGHT SIDE ELEVATION. EXTERIOR WALLS-WIND LOADS`'U1iTH BRITTLE L/240 EXCEPTION: In hallways, stairways, and at outdoor egress doors, remote, FINISHES central, or automatic control of lighting shall be permitted. EXTERIOR WALLS-WIND LOADSaWITH FLEXIBLE FINISHES L/120 PAGE : §RE3801,7 Outdoor outlets. At leasst one receptacle outlet accessible at NOTE: L= SPAN LENGTH, H=SPAN HEIGHT grade level and not more than 6 ffeet, 6 inches (1981 mm) above grade, A. THE WIND LOAD SHALL BE PERMI TTED TO BE TAKEN AS 0.1 TIMES shall be installed outdoors at the 1front and back of each dwelling unit OF THE O� having direct access to grade. THE COMPONENT AND CLADGiNG LOADS FOR THE PURPOSE DETERMINING DEFLECTION LIMITS HEREIN. SEE DETAIL SHEET FOR NIGH WIND CONNECTION REQUIREMENTS ACTUAL FINISWED GRADE CONT. RIDGE VENT MAY VARY DEPENDING O _ - — - — -- EXISTING GRADE CONDITIONS OPENING PROTECTION BY WOOD STRUCTURAL PANELS 12 12 PERSUANT TO 1609.1.4, SEE II 11 — ; ASPHALT ROOF SHINGLES CONt. RIDGE VENT FASTENING SCHEDULE ON — DETAIL SWEET IN THIS $ET -- ----------- p — _ CEDARI G S TYP, TOP OF PLATE w z � o N O TOP OF SUBFLOOR —- --- N TOP OF CEILING —- 7_— Q �1 to m O o b� 1 TOP OF SUBFLOOR_- GRADP -— � • U • ,less. REAR ELEVATION tu cq ter. -- — — -- — — -- 1� o JU -- -- -- -- BY O -- — -- — 12 SEF C N 10_. ON G NEER: - — - — TOP OF PLATE VINYL RAIL ��ti�C , Qj3r; �;. PER GODS, ° °0y, All Li — JEF�RE1' T. SUTLER, P.E. _--- APRON FLASH � m - —- - —- _ — - — - —TOP OF $UBFLOOR cla - — - — TOP OF CEILING p 0 tt � � O Igo O � r z Z Ll tYz � IL JU cA o — - —TOP OF ZUB � u�,FLOOR O p GRADE � O y O d) Q LEFT SIDE ELEVATION CL z � a PAGE * 2 of I 4" VTR I ^11I 211 i ^II 211 i 31 L ' LAV ' L I LAY TUB// W:G. SHOWER TUB SHOWER U U U SECOND FLOOR 211 311 211 211 All 311 211 L 311 L ` 3II 311 -- --- 311 j --------- 711 'n11 1 .111 2111 111 ' , I T1a1Y Uk3/ L W:C. I � I INK SHOWER .W. W I MAIN FLOOR 211 ^ll �11 211 �ll 311 L 3 1B 411 ;--- FAI G.O, a G.O,G.O. I 411 1 TO AN APPROVED SANITARY SEPTIC SYSTEM CAST IRON HOUSE TRAP A FLUM51NG RISER DIAGRAM (NTS) I W I a I } 441810 ' 1 1 1 I 151411 6'4" 23'0" ' I I I 81 311 L VI 611 81311 I t 12"DIA,x36" DEEP P,C. PIER 1u/ (oox6 ACQ POST, L.O. DECK ABOVE PROVIDE ANCHOR BOLTS At EACH CORNER ►----------------�" NCHOR PER DETAIL SHEET '/9, SIMP80N PHDS (TYPICAL) - BEE DETAIL SHEETS PROVIDE 5/8 ANCHOR BOLTS 32 O.C. MAX, I 04 I i WITHIN 1' OP EACH SPLICE IN SILL PLATE o i 1 SEE DETAIL SHEET FOR INSTALLATION I I I in i • 1 ' U 1 � 1 - — 4 v a (L 3:� m m I I I 1 I p IL [I Lf11 , 06 P a> ; N .7 �1 i I p I • I I'' I 1 1 '"" \/ op -------- B Pl C> I X 1 91) p � � t m 18"DIA.x36" DEEP P.C. PIER i` 12"DIA.x36" DEEP P.C. PIER 11J Z 1 1 71211 71411 1 71 211 1 �, 1 w/ fox& ACQ POST, , w/ bxb ACQ POST, � I I 1 I ANCHOR PER DETAIL SHEET O ANCHOR PER DETAIL SHEET I I I I I • ---------------- 1 1 ' ' 1 I ' ' 1� 11 1 3-1 3/4 Al_1/8 I I 3-1 3/4 x11 1/8 I 1 1 3-1 3/4 Al 1/8 I r— - — - — 1 ___--, LVL GIRDER 1 1 LVL GIRDER 1 1 t LVL GIRDER 1 1 LL 1 I •-------- ------ I I I , I , , �-F- ' LU 12"DIA.x36" DEEP P.G. PIER ' ' BEAM POCKET i BEAM POCKET _� 1 I I 1 . I w/ 6x6 ACQ POST, ' GROUT SOLID i GROUT SOLID i ANCHOR PER DETAIL SHEET i i i 1 1 acQ D `'4 } 141611 1 1 ' .IZ'� 6 20, I a ENGINEER 61611 A1211 Utu ~ , 1 L.O. DECK ABOVE , �+' , I u: I ' Q, I a N �w ---------------�� I OPENING PROTECTION BY t p _` -L. PROPOSED o ; - "� ~ 3-2xB AGQ GIRDER i i .9 U t z 1 s �` , ,6 M " e CC WOOD STRUCTURAL PANELS r- ' o ' '� I PERBUANt TO 1609.1.4, SEE M ' ' ' ' ' CRAWL SPACE `" 'c Y��� I i i '` Chi' FASTENING SCHEDULE ON 1 O1 1 1 1 (EXISTING CELLAR) • , M I 1 1 1 2 P.G. SLAB ' ' ' �FCj 0734`eb DETAIL SHEET IN THIS SET i I • r I 1 1 I i i i m ELEVATION 8.0' 1 I I fj ------a--- --'j---- - ----�----------' I FESS\4N SEE DETAIL SHEET FOR '�' a odr, — , ----------------------------- HIGH WIND CONNECTION I t JEFFREY T. BUTLER, P,E, REQUIREMENTS z i i i i i 7'011 71 O" 7'011 i 71 011 1 1 41411 1 Ili I 1 i i i 44 I I PROPOSED g-1.�v4"X-l 2c T ' _21,-L 3/4"xl L U" CRAWL SPACE ' LVL GIRCER 1 1 LVL GIRDER 1 1 LVL GIRDER 1 1 1 LVL GIRDER ' i - O N 2 P.C. BLAB ------- ------- z Z d O • ELEVATION 8,0' 1 BEAM POCKET i BEAM POCKET i i N O 0 O i v i i i I i i GROUT SOLIr) 1 GROUT SOLID 1 O N 00 I I I 1 U. I 1 I , , I t .--� 0 Q Z Z z m z PROPOSED 16"x8" Q Vp a 1 I I IA I 1 `Q O1 I I d ' � , ' � I I - FND. VENT, TYP. N a/ Q `-----, I I t' I I • , 1 1 ' lu (y- Z <�l J-1-�'t' I I i ' I LL Lu --------------------------------------- '----------- ------------------------------------- ------ , v -o------------------------- --------------------_ --------;-------------------- ' _-_---1---- n— - c� WALL LEGEND 1 , I NOTE. REMOVE EXISTING 4 I ANCHOR AND BOND NEW P.C. WALL 1 • FLOOR SYSTEM AND RAISE TO EXISTING WITH 04 BARS 12" O.G. 3-4xB ACQ GIRD + EXISTING FOUNDATION 1 COURSE (� ---------------- OF GMU (MIN.) FOI4 FEMA COMPLIANCE �1 1 .________ . I - o t PROPOSED e THICK P.C, WALL WITH O Q ' L.O, DECK ABOVE" INSTALL 2-2x6 AC(q SILL, i v�' a � i lro"X8" P.C. FOOTING MIN 36"DEEP U PENT CALCULATION: S/8" ANCHOR BOUTS 36" O.C. ' S12" SILL SEAL COPPr--* TERMITE SHIELD `----------------' t I SQ.FT, VENT PER 150 SQ,Ft. CRAWL SPACE ;_-_____- B DAMPROOF 5EL4 GRADE ---------------- EXISTING GMU WALL CRAWL SPACE ■ 1163 SQ,FT, I 16"x8° VENT ■ ,89 SQ,FT, OF VENT ' i i TO BE RAISED 1 BLOCK , 116 .FT 44'8" 3 SQ,FT./150 8Q . ■ 1.9 SQ.FT. OF VENT NEEDED i `----------------• • I 9 YENtB x,89 SQ.FT. OF PENT • 8,01 SQ,Ft. OF VENT PROVIDED PAGE , I 1 t 3 of �1 I FOUNDATION PLAN A ------- 15'4" 61411 23'Off 710" 71 6r' 31011 31411 111611 111611 O„ Q„ TW3052 f'�'I DIIP5652 UM TW3052 2-1 3/4"Al 1 " LVL HDR 2x8 C.J. p l 16" O.C. Q cn 00 3 4 Ey ' i Q e� 2x10 R.R�® fro"" O.C. , /2x10 �.R. � 16" O.C. � N 221411 2 4" (t N 00 ' en VINYL RAILING PER CODE MASTER , BEDROOM a CATH. CLG. a ' , } i , J , SLO E UP i 1`? FLAT CLG. SLOPE UP d c BALCONY * n'O" A.F.F. 5/4"xb" DECKING 3-2x4 i 00 r, TW3046 FRAME WA L TO R.R. i POSt a ---2-2x 10 2'6'r 2-2xl0 HDR N 15'4" 61411 231011 o a BEDROOM 02 \• NON M �0 WO" CLG. HGT. \�' C ' quB M ` 711011 71611 2'6" 3' 10" 111611 111611 121611 �� 41011 41811 c 6' „ NYL PIER CODE RAILING GLO. -MA PIER BATH Z O 2'6' ' - I O" CLG. HGT. _ `6600 v p 1 N M STEPS AND RAIL r'� f� BAL ONY �, PER CODE ^i 5/4"xro" ECKING 2,On 10r 2" �j \ CUSTOM p, (SHOWER-a JIM O 8" 8" = - `o T TW3052 � 60611 � TW3052 N cn \` I ' / - .(�� `' TW3052-2 FW 60611 TW3052-2Fwd pl 2-2x HD 2-2xIC# HDR 2xIq DR a \ n /� `-°� c 2-2x10 HDR g„ 2-2x10 HDR g„ 2-2x1O HDR lU \ 2r 6n ` �C i Q 2x6 R.R. tp 2x6 R.R. N ' ' c (LAYOVER) p (LAYOVER) �� - - - — - 2x12 RIDGE - - - - - 0 - - - - c Q a c kA o 2 - O U p U _ - 1X1Q_1dP_BELfe•� _ N p ~ \ I j o BEARING WALL 2' 1'6" _ 10" DIA. HBKs p _ y 2-1 3/4" 14" LVL RIDGL'l/ - 4 LNG ` 2it, - 20 FIBERGLASS - 3-2x4 T_- — - —� - - --.o BEDROOM *3 `'' - - ----- ----- _ POST ' ' U O U 8'O" CLG. HGT. d ! o } - - COLUMN (1 OF 2) ---` iv LIVINGS ROOM V cV v O U o a ,4-2x8 CQ CsIRU �" ® - n O ,� 9'O" GLG. HGT. r QL �� c .7 0 SEOROOM - BATH - Q O t-+ r *4 p 1 tu a ;�. I Q A 111211 111211 STEPS AND RAIL 0) " a N ,a_ U �w , \ - _ _' v PER CODE CATH. CLG. a Oda i 12'8" I 2 0 al 13 4 2 0 6 0 2x8 Ac LEDGER " ' n 106 x70 T.O. TW3032 �Q }- X p u1 Et iv 2x6 R.R. ` I 2x6 .R. STAIR I 2 10 HDR ---- ------- ' - 2-I 3/4"xll 1/8"" LYL HDR - - - SEAT Q z LL I I (LAYOVER) (LAYO ER) If L-------- (V N 0 ET6 ABOVE 2-2x10 HDR 2-2x10 H W.C. PER C DE -71 c c F-p_w,-i 1-0 LOW PLATE (5'0" A.F.F.) 3046 TW3046 TW2042 I sERGLASS �I o (v co COLUMN (I OF 2) N KITCHEN o Co c (L O -- 9'O" CLG. HGT. 231 4„ o N $'Or, 0 L.O. BALCONY BOVE - - �' N N N I If N o 4-2x10 A HEADER i OVEN'( O OUTDOOR Nlu M [- �OO�CT� _ .4 U 4'0" SHOWER M v p v M ENT P _ l ~ g'gn 9' 6n $'6rr 2x8 ACQ LEDGER ' r CODE 181011 TW3052 FW 0611 TW3052 �" Sol- 2-2XIO HDR 2-2xIO HDR 2-2x H (T�CrtINEER� _ 3-2x4 to 2-1 3/4"x11 1/e" , n r n POST 26" _ N FAMILY ROOM BEARING WALL 106 x70 T.O. 3-2xd �, r-- �1' .1i�i LvL FLUSH - - - - - - - - - - - - - - _2L4.2�11 'i/e 1-Xl_ F 11LQ 9'O" CLG. HGT. TEco FLus+�coNN - - - - - - - - - - - - POST :� �t,W ::,r -I 314"x11 l/8"" LVL DR TEGO FLUSH CONN N �I 118 �o, STAIRS �Cr� 4734�33 SECOND FLOOR FLAN�l OPENING PROTECTION BY - - - DINING ARE ,/ WOOD STRUCTURAL PANELS � DIRECT VENT GAS FIREPLACE � � c 9'O" CLG. HGT ,,-^•g► PER CPDE PERSUANT TO 1609.1.4, SEE PROVIDE GLASS pOORS AND I I �. .__. LIVINGS AREA - 12-10 60, FT, FASTENING SCHEDULE ON � HEARTH PER CODE � U o I I� FOYER � � VERIFY SIZE. PROVIDE FAI. ' ° � I I n 9r0" � - � V ° JEF�REl' T. �3UT1,_ER, P. • DETAIL SHEET IN THIS SET � I I CLG. HGT. C> ° BATH w p SMOKE DETECTOR Nov INTERCONNECT PER CODE - - '- O m CARBON MONOXIDE DETECTOR Q ' " cn „ ' " r e ONE PER FLOOR SEE DETAIL SHEET FOR 1$ O 41 O 2 O 101011 - N N HIGH WIND CONNECTION c, N O - } REQUIREMENTS a i PROVIDE ACCESS €i 14 N `---j � TO CRAWL SPACE' TUB/SHOWERo � z - c-n 2-2xIO HDR CLO. 2-2 O HDR 2-2x10 HDR 2-2x1 HDR O 3, ' TW3052-2 TW3046 TW3046 TW3046 Z z i Q m STEPS AND RAIL 2x6 R.R. ( 2x6 R.R. I AT 6'8'O PLATFORM (� q z PER CODE I m 16 O. . ' • 16 O.C. ' Q 0 0 a i C•�• I 10" IA. H54G a • I6, O.C. FIB GLASS (K Z Q COL MN (1 OF 2) a 7' 10" 9' 10" 61811 6'0" 411011 6'0" 31611 0 0 Dim N n 44'8" " ¢ o z ' FROG 06ED FIRS' FLOOR OPENING PROTECTION BY WOOD STRUCTURAL PANELS LIVING AREA . 12�10 $0, FT, PERSUANT TO 1ro09.1.4, SEE FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET SMOKE DETECTOR INTERCONNECT PER CODE CARBON MONOXIDE DETECTOR ® ONE PER FLOOR SEE DETAIL SHEET FOR HIGH WIND CONNECTION REQUIREMENTS �" 2X12 RIDGE OPENING PROTECTION BY 2XI2 RAFTERS WOOD STRUCTURAL PANELS WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 1/2" CDX SHEATHING SEE DETAIL SHEET FOR PERSUANT TO 160Z.1,4, SEE 150 FELT HIGH WIND CONNECTION FASTENING SCHEDULE ON FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS ASPHALT ROOF SHINGLES REQUIREMENTS, TYP. ; CONT. RiDGE VENT DETAIL SHEET IN THIS SET ( MAXIMUM MEAN ROOF HEIGHT: 35') CONT RIDGE VENT ROOF VENTILATION 4300 OF THE INSULATED t SEE DETAIL SHEET FOR HIGH WIND CONNECTION CEILING AREA UNIFORMLY DISTRIBUTED --' REQUIREMENTS S IIH U TT E R AS S E MI B LY THE ROOF EAVE PROTECTION TO EXTEND FROM THE EDGE OF r , 36" UP THE SLOPE BUT NOT LESS THAN 12" BEYOND 12 N.T.S. I THE INTERIOR FACE OF THE EXTERIOR WALL FOR PANEL SPANS: I BAFFLE AS REQUIRED FOR ROOF VENTILATION 10 2x4 G,T. 16" O.C, 10 0<410 WIDE SPAN •J'" • 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") i • " ATTIC ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ • I I #10x3" (w/WASHERS) GALVINIZED OR STAINLESS STEEL I I 2-2X6 STRONGBAGK, TYP I I . WOOD SCREW @ 16 `�O.C. I 1 ,� � � R-30 INSULATION ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: '� I t t/2" GwB #10 TEE NUTS ATTACHED TO BLDG.w/#10xl-1/2 (W/WASHERS I MACHINE E30LT @ 12"O.C. l _ 1/2 GWB ON " ' 1 ` 1X6 AZEK FASl4 WALLS AND GEEING I/2 GWB 1X10 AZEK RAKE AND FRIEZE BriS 2x4 STUDS SPACKLE AND FAINT GONT VENTED VINYL BEADED SOFFIT R-15 INSULATION 1/2" CDX SHEATHING = TYVEK SHEATHING di 00 13AT+-I CEO, MASTER CEDAR SIDING o t1 I I BEDROOM 11 I Imo,, Iq' Irl ULTIPLE SECTION ASSEMBLY: I I1 I/4" THICK BOLTS® 2' OG 3/4" T4G ADVANTEC SUBFLOOR II II I I/2" GWB ON NOTE: INSTALL FLOOR JOISTS PER MFG. PRODUCT GUIDE WALLS AND CELING 19 rl I I I SPACKLE AND PANT II ll I I II Q SHUTTER ASSEMBLY I I I I I I I I FOR PANEL SPANS: I I I I I I I I � $ATH DINING AREA LIVING ROOM � 4' OR WIDER SPAN 1 1 I I I I I II 23/32" APA SIDAN-RATED 48/24 SHEATHING GRADE PLYWOOD i .1' 1�' IrI' II (OVERLAP AROUND OPENINGS 4") I I I 11 ; WOOD $ TO Ul I I I I `` PROPOSED ELEVATION = I1,TI' GRADE PER CODE 2x4 STRONG-13ACKS • 24" OC 14 IJ" `� 3/4" T4G ADVANTEC SUBFLOORIi ASSEMBLY: (I I I 1). PREASSEMBLE PLYWOOD TO 2x4'S: M 1ox3" (w/ WASHERS) GALVINIZED OR I I PROPOSD STAINLESS STEEL WOOD SCREW c 12" O.C. I I GR,4DE ��9,81 �� PROPOSED 3-1 3/4"x11 -I/B" LVL GIRDER R-3 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ Ih' -BASE FLOOQVATION•9.0' - viox3" (w/ WASHERS) GALVINIZED OR BTAINLE55 STEEL - CRAJL SPACE PITCH GRADE AWAY FROM WOOD SCREW o 16" O.G. PROPOSED 2" SLAB a ELEVATION NOTE: REMOVE EXISTING y ON 8.0 FO UNDATION ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: FLOOR SYSTEM AND RAISE EXISTING FOUNDATION I COURSE EXISTING CELLAR , 010 TEE NUTS, ATTACHED TO BLDG. w/ •lOx1-1/2 ( W/ WASHERS) OF CMU (MIN,) FOR FEMA COMPLIANCE COMPACTED FILL TO BE FILLED IN TO ELEVATION 8.0' _ • MACHINE BOLT 12" O.C. NOTE: PROVIDE SiMPSON LSSU28 INSTALL 2-2x6 ACQ SILL, +n+- JOIST HANGERS AT EACH RAFTER/ we" ANCHOR BOLTS 36" D.C, s CEILING JOIST CONNECTION. SILL SEAL COPPER TERMITE SHIELD EXISTING 2 SLAB DAMPROOF BELOW GRADE °o• d ` ° d CONTRACTOR TO VERIFY ` 1.1 §RR406 EXISTING CMU WALL PROPOSED CMU PIER ° EXISTING FOOTINGS, � §RR301.2.2.4 Weights of materials. Average dead loads shall not FOUNDATION WATERPROOFING ANDDAMPPROOFING 30 x30 x12 P.C. FOOLING, TYP. CONSULT ENGINEER IF ((11� exceed 15 psf s of kN/m2) for roofs/ceiling assemblies or 10 psf to UNDISTURBED SOIL UNDERPINNING iS REQUIRED 1J-- W %Q (1 0.48 kN/m2) for floor assemblies, except as further limited by §required obew waterpete roofed fed by foundatioo foundation that rExcepetain where RR301.2.2. Deals loads for walls above rode shall not exceed: requ;redtobewaterproofedby§RR4o6.2,foundationwallsthatretain N� � � � 9 earth and enclose habitable or usable spaces located below grade shall beSECTION A�A +f- O N dampproofed from the top of the footing to the finished grade. Masonry LU N 1 1. Fifteen psf (0.72 kN/m2) for exterior light-frame wood walls. walls shall have not less than 3/fl inch(9.5 mm)portland cement parging applied to the exterior of the wall. The parging shall be dampproofed with 2. Fourteen psf (0.67 kN/m2) for exterior light-frame cold-formed a bituminous coating,3 pounds per square yard(1.63kg/m2)ofacrylic ~ Q steel walls. modified cement,1/8-inch(3.2 mm)coat of surface-bonding mortar complying S with ASTM C 887 or any material permitted for waterproofing in§RR406.2. CD Concrete walls shall be dam t pproofedbyapplyinganyoneoftheabovelisted X dampproofmg materials or any one of the waterproofing materials listed in 3. Ten psf (0.4$ kN/m2) for interior Ilght-frame wood walls. 4. Five psf (0.24 kN/m2) for interior light-frame cold-formed §RR406.2 to the exterior of the wall. M z steel walls. §RR406.2 Concrete and masonry foundation waterproofing.In areas where a high water table or other severe soil-water conditions are known to exist, O N 5. Eighty psf (3.83 kN/m2) for 8-inch-thick (203 mm) masonry exterior foundation walls that retain earth and enclose habitable or usable spaces located below grade shall be waterproofed with a membrane extending � Q-. walls. from the top of the footing to the finished grade. The membrane shall consist of 2-ply hot-mopped felts,55 pound(25 kg)roll roofing,6-mil 6. Eighty-five psf (4.07 kN/m2) for 6-inch-thick (152 mm) concrete (0.15 mm)polyvinyl chloride,6-mil(0.15 min)polyethylene or40-mil(Imin) u- walls. polymer-modified asphalt. The joints in the membrane shall be lapped and 12 12 LL sealed with an adhesive compatible with the waterproofing membrane. LU EXCEPTION: Roof/ceiling dead loads not exceeding 25 psf (1.19 10 10 kN/m2) shall be permitted in Seismic Design Category D2 provided EXCEPTION:Organic solvent based products such ashydrocarbons, the wall bracing amounts in Chapter R6 are increased in chlorinated hydrocarbons,ketons and esters shall not be used for ICF accordance with Table RR301.2.2.4. All non-engineered lumber to be walla with expanded polystyrene form material. Plastic roofing cements, ___, F-INGINEER: acrylic coatings,latex coatings,mortars and pargings are permitted to --- - ... Douglas Fir #2 or better be used to seal ICF walls. Cold setting asphalt or hot asphalt shall •-- { conform to type C of ASTM D 449. Hot asphalt shall be applied at a CABLE R402,2 temperature of less than 200 degrees. §RR406.3 Dampproofmg for wood foundations.Wood foundations enclosing ' I MINIMUM SPECIFIED COMPRESSIVE habitable or usable spaces located below grade shall be dampproofed in �� T OF CONCRETE accordance with IRR406.3.1 through§RR406.3.4. ���' STRENGTH R-30c §RR406.3.1 Panel joint sealed Plywood panel joints in the foundation - - W- walls shall be sealed full length with a caulkutg compound capable of r , INSULATION 1 1 ^' COMPRES I V E STRENGTH (F'C) producing a moisture-proof seal under the conditions of temperature and - - LOP OF PLATE MINIMUM SPECIFIED moisture content at which it will be applied and used. t , `. -' 1/2" GWB ON WALLS ``,Sfi 07CA;�': - <<; WEATHERINNG POTENTIAL §RR406.3.2 Below grade moisture barrier.A 6-mil-thick(0.15 mm) - AND C �'` zr"QI polyethylene film shall be applied over the below-grade portion of PER COOILDEE ,e TY OR LOCATIONS OF exterior foundation walls prior to J b CONCRETE STRUCTURES NECsLiC�IBLI= MODERAtE SEVEREpolyethylene film shall be lapped 6 inches(152 mm)and sealed with VINYL RAIL - DER t'`�UT�-�R' PE P E' adhesive. The top edge of the polyethylene film shall be bonded to the PER CODE, * p BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT 2,500 2,500 2,500` sheathing to form a seal. Film areas at grade level shall be protected TYP• BEDROOM 5 from mechanical damage and exposure by a pressure preservatively treated EXPOSED TO THE WEATHER lumber or plywood strip attached to the wall several inches above finish O } grade level and extending approximately 9 inches(229 mm)below grade. BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT LJ 2,500 2,500 2,500° The joint between the strip and the wall shall be caulked full length - GARAGE FLOOR SLABS prior to fastening the strip to the wall. Other coverings appropriate to IL GARAGEWALLS AND the architectural treatment may also be used. The polyethylene film `".�3/4" T4G ADVANTEC SUBFLOOR Z (3 v BASEMENT WALLS, FOUNDATION WALLS, 2,r�.O0 3,000- 3,00 / shall extend down to the bottom of the wood footing plate but shall not - � Q 0 OTHER VERTICLE CONCRETE WORK EXPOSED TO WEATHER / / / overlap or extend into the gravel or crushed stone footing. 11 1/8" Til 36D � 16" O.G, ?OP OF SUBFLDOR O 0 O PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE ,• §RR406.3.3 Porous fill.The space between the excavation and the - - TOP DF CEILING �--. V Q WEATHER, AND GARAGE FLOOR SLABS 2,500 3,000c", '500 '/ foundation wall shall be bnckfrlled with the same material used for ,- footings,up to a height of 1 foot(305 mm)above the footing for well- FOR SI: 1 POUND PER SQUARE INCH ■ 6.8S5 KPA. drained sites,or one-half the total backfrll height for poorly drained Z o � z A. AT 28 PSi. sites. The porous fill shall be covered with strips of 30-pound(13.6 B, SEE TABLE R301,2(I) FOR WEATHERING POTENTIAL, kg)asphalt paper or 6-mil(0.15 mm)polyethylene to permit water seepage TECO Q C. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING while avoiding infiltration of fine soils. ® CON14 DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D, n D. CONCRETE SHALL BE AIR ENTRAINED, TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) §RRfilled 4 with theBackfi a The remainder s the excavated area shall be FAMILY ROOM - Z SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 1 PERCENT, excavateo with the same type of soil as was removed during the excavation, C E. SEE SECTION R402,2 FOR MINIMUM CEMENT CONTENT, UJ to 11 RIDGE VENT VJ LU O SHINGLE RIDGE CAP-� §RR312 PROPOSED EL. ■ 11.T1' O V O GUARDS ANCHOR POST PER DETAIL 3/4" 74G ADVANTEC SUBFLOOR � §RR312.1 Guards required.Porches,balconies or raised floor surfaces NO located more than 30 inches(762 min)above the floor or grade below shall `` - EXHAUST AIR U. have guards not less than 36 inches(914 nun)in height. Open sides of -TOP OF SUBFLDOR O } SHINGLES-\ stairs with a total rise of more than 30 inches(762 mm)above the floor or PROPOSED � U. 6`r 43 I GRADE ■ 9.81 \ ROOF SHEATHING (TYP.) below shall have not less than 34 inches 864 min) . � 4 i a g� g� ( R-301NSULATION FELT PAP1�2 in heightmeasured vertically from the nosing of the treads. ` _ i, ' Z w __BASE FLOOD ELEVATION■9.0'_ §RR312.2 Guard opening limitations.Required guards on open I 1 1 I U Q sides ofstairways,raised floor areas,balconies and porches shall have ' ' ' ' 1 1 I I v 2" P.C. $LAp g ELEVATION 0,0' v• intermediate rails or ornamental closures that do not allow _ 18" DIA.x36" DEEP- •a RAFTER passage of asphere 4 inches(102 mm)or more in diameter, P.C. FOOTING ___ ____ COMPACTED FILL ° 2-2x6 ACQ SILL EXCEPTION:The triangular openings formed by the riser,tread • • "p ,D 5/8" ANCHOR BOLTS rs 36" O,G. and bottom rail of a guard at the open side of it stairway are permitted to be of such a size that a sphere 6 inches(152 mm)cannot pass p p SILL SEAL through. COPPER TERMITE E SHIELD ; SECTION 5_5 8" FOUNDDATION Baekflll shall not be placed against the 8 x16lro" C GONG, FtG. PAGE RIDGE BEAM wall until the well has 6ufffclent strength DAMPROOF BELOW GRADE O and has been anchored to the floor above, RIDGE VENT DETAIL or has been sufflcfenUg braced to prevent damage by the backffll (Section R404.1.1) ■Id® FACE OF FOOTING 2x4 CONTINUOUS LATERAL BRACE AT 6' O.G. TRUSS OR CEILING JOIST 2-10d NAILS GABLE END TRUSS I 1 LL Lu It 3 H V II I I t 10-Sd ==3 NAILS H/3 BUT NEED NOT H EXCEED 40 FT. MAX. 5d COOLER NAILS AT 1011 D.C. 2"x4" BLOCK NAILED TO EACH BRACE wIT44 4-10d NAILS H/2 BUT NEED NOT EXCEED 15 FT. MAX. GYPSUM BOARD \/\/7\/ 5d COOLER NAILS AT "(" O.G. 20 GAUGE STRAP z 0 10-8d NAILS FOUNDATION CLEARANCE FROM SLOPES FIGURE R403,1, I�1 ENDWALL STUDS ENOwaLL�.� Jo187 GA5LE ENDWALL BRACING (WFCM FIGURE 3.6a) A A A BLocKIN BLOCKIN o EXTERIOR OR BEARING WALL SECTION A-A m TOP PLATES FLOOR 5RAC INCH AT END 5AYS STUD I / NOTCH GREATER THAN (WFC:M FIGURE 3,rob) 50% OF THE PLATE WIDtI-I BORN HOLE MAX- 16d NAIL At 24" O.G. GYPSUM BOARD DIAMETER 6056 16 GAGE (0.054") AND 1.5" WIDE U OF STUD DEPTH METAL TIE ACROSS AND TO EACH NOTCHSIDE OF THE WITH 8-16d 5/8" MIN. to EDGE- NAILS EACH SIDE ` X LL 5/8 MIN. t0 EDGE WOOD STRUCTURAL PANEL , 2 �� INSTALLED IN ACCORDANCE O 8d NAIL AT 6 O.G. WITH NAILING SCHEDULE NOTCH MUST NOT EXCEED TOP PLATES 8d NAIL AT 4" O.G. (ALL PANEL EDGES) (TABLE 3.1, WGFM HIGH WIND EDITION) 40% OF STUD DEPTI-'I � Sd NAIL At 12" O.C. ON ALL � � � FRAMING MEMBERS NOT AT - Ix m PIPE PANEL EDGES O op 12" MAX. � (a) OUTSIDE CORNER DETAIL X BORED HOLES SHALL NOT—/ � BE LOCATED IN THE SAME --NAILS BASED ON cA z ` � SHEAR WALL REQUIREMENTS CROSS SECTION OF GUT OR �}- ACCOMMODATE NOTCH IN STUD T01= 1�L T 1=R M INCH I O >,4CCOMMOD T1= R I�'INCH 8d NAIL AT 6" O.G. GYPSUM BOARD 0 lzl (ALL PANEL EDGES) 111 Q- NO CEILING NOTCHING: AND 5ORED HOLE LIMITATIONS DIAPHRAGM CENTER T BLOCKING u.. REQUIRED ON SHEATHING JOINT �I J� WALLS FOR INTERIOR IVON��r�'it�IN� Wt-1tLLs 15/32 WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANEL � ON GABLE FACE AND ON WALL BELOW INSTALLED IN ACCORDANCE BASED ON SHEARWALL REQUIREMENTS 16d NAIL At 24" O.G. WITH NAILING SCHEDULE ENGINEER: (WF(::M 1995 s5C HIGH WIND EDITION, 33,b) (TABLE 3.1, WCFM HIGH WIND EDITION) /� I '' I /� /� 8d NAIL AT 6" O.C. ON ALL RAFTERS AND CEILING GA5LE ENDWALL, 5ALLOON FRAMING FRAMING MEMBERS AT PANEL �' `�, �Y T. JOISTS OR APPROVED EDGES AND 12" O.C. ON ALL ROOF TRUSS PREFERRED METHOD FRAMING MEMBERS NOT AT stir PANEL EDGES TOP PLATE SECOND STORY TOP PLATE- (b) INSIDE CORNER DETAIL ti, SEE DRILLING AND NOTCHING PROV ISION•:a ; JOIST IS PERMITTED 70 EXTERIOR CORNER FRAMING BE CUT OR NOTCHED JEFFREI' :`BUTL"ER, P.E. TOP PLATES FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- SEE DRILLING AND SEE DRILLING AND g In BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS O r WFCM SECTION 3.3.1.1.1 WFCM SECTION 3.4.1.1.1 m 1/3 SPAN I/3 SPA JOIST ENDS TO BE O i BLOCKED AGAINST WALL WALL O a WALL- STUD ROTATION IN ACCORDANCE ROOF FRAMING DOUBLE TOP PLATE O WITH WFCM 3.3.1.3-END P.ESTRAINT O O r- FOR BLOCKING AND 3.3.1.4 BRIDGING I �/ U �' Q p BORED HOLE MAX- TOP PLATE BAND JOIST AND BRIDGING tug /\ d DIAMETER 409- OR BLOCKING SEE WFCM SECTION 3.3 I n Z Q z z OF STUD DEPTH 1--1 BEARING R PPLE 13�UP8 --STUD t0 RAFTER CONNECTION 2f" CLEARANCE I �� WALL OR FLOOR TO FLOOR CONNECTION sa° cLEaRaNcE 5/8 MIN, TO EDGE- .4 tY HEADER DEPENDING ON CONDITION, SEE IN FRONT OF z Q DETAILS ON SHEET 1 OF 1 THIS SET oPING 5/8" MIN. TO EDGE ^ Q LAP JOIST 3 IN. MIN. HEADER t0 STUDS LAVATORIES q BOTTOM PLATE WATER 6WOWER � N NOTCH MUST NOT EXCEED BAND JOIST CLOSET LL JU m 2590 OF STUD DEPTH OR BLOCKING U,/ 1�.lLL LENGTH OR BIDET NOTCHES SHALL NGT BE JOIST i HEADER STUDS WALL STUDS 15" WALL 15,1 WALL O o SILL PLATE OF STUD LENGTH LOCATED IN MIDDLE ONE-tNfRD04 O O NOTE: u�. CRAWL SPACE . UPLIFT CONNECTION IS REQUIRED O O 3 IF HOLE IS BETWEEN 40`Yo AND 60�o R BASEMENT SUBFLOOR _____________________ BORED HOLES SHALL NOT OF STUD DEPTH, THEN STUD MUST BE FOUNDATION - TZ,T--- T:UPLI�t--- T-- ADDITION t0 CONNECTORS At AT EACH END OF HEADER AND TUB AT BOTTOM OF HEADER STUDS IN (1/ BE LOCATED IN OHS: SAME DOUBLE AND NO MORE THAN TWO ' ',` ' ' ' ' I t i �- i i z SUCCESSIVE STUDS ARE DOUBLED ' ' G NEC ' ' CROSS SECTION OF CUT OR AND SO BORED I t I I p n � WALL STUDS AND AT TOP AND � a RPPUIREP ; ; BOTTOM OF CRIPPLES 21" CLEARANCE 21" CLEARANCE U NOTCH IN STUD I I ! I I I PLATFORM FRAMING INTERMEDIATE TUD TO PLATE TUB NOTCHING AND 50RED MOLE LIMITATIONS BEARING WALL /FOUNDATION HEADER TO STUDS: USE LSTA IS W/14 10d NAILS PAGE : FOR EXTERIOR WALLS AND 5EARING WALLS TYPICAL WALL, FLOOR AND ROOF FRAMING stub IN $ LESSPLATE/ THAN(OPENINGS LESS THAN 6 FEET): USE DSP W/8 lOd NAILS IN STUD AND 4 lOd NAILS IN PLATE (OPENINGS GREATER THAN (o FEET): ADD PH05 AT KING STUDS (2 TOTAL), INSTALL PER DETAIL SHEET 1 WATER CLOSETS (WFC:M 19915 sI3C HIGH WIND EDITION, 3,3,b) TYPICAL FRAMING AND UPLIFT FIGURE R301,2 CONNECTIONS FOR OPENINGS MINIMUM FIXTURE CLEARANCES (TABLE 3.10 WFCM HIGH WIND EDITION) 120 MILE PER HOUR ZONE - NAILING SCHEDULE ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS GENERAL NOTES: (110 MPH 3-5ECOND GUST ■ SO MPH FASTEST-MILE WIND SPEED [PER TABLE R3-1,2,1,3ll The design of this structure is based upon the prescriptive approach using the All work shall be performed in accordance with all state, (TABLE 3,1, WFCM HIGH WIND EDITION) Wood Frame Construction Manual, High Wind Edition (WFCM)published by The American Forest 1. STRUCTURAL SHEATHING MAXIMUM NAIL SPACING and Paper Association. (2001) municipal,local zoning and building codes and ordinances SHEATHING LOCATION STUD SPACING Non-structural elements are based upon The New York State Residential Code-2007 Edition having jurisdiction and best standards of construction (SEE NOTE 1) (INCHES, O.C.) OR PANEL SIDING FOR 8d COMMON NAILS o practice. (SEE NOTE 3) (INCHES, o,G,) JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING For the Climatic and Geographical Design Criteria,see Table R301.2(1)on cover sheet. The American Institute of Architects Conditions shall apply All non-engineered lumber to be Douglas Fir#2 or better E 6 9 g to all work performed cn this project. 4 PERIMETER EDGE ZONE 16 ROOF FRAMING Wind Limitations-Section R301.2.1 2.The Contractor shall verify all conditions at the site. Any F 6 ° 4-8d PER RAFTER Design Criteria-Section R301.2.1.1 (See Table R301.2.1.2 for Wind-Borne Debris Protection discrepancies must be brought to the attention of the Engineer TER RAF TO TOP PLATIE (TOE-NAILED) Fastening Schedule For Wood Structural Panels) prior to commencement of construction. The Contractor shall be E 6 4-Sd PER JOIST Dead Load-Section R301.4 responsible for corrections not reported once he has started work INTERIOR ZONE 16 CEILING JOIST TO TOP PLATE (TOE-NAILED) Live Load-Section R301.5 F 12 (SEE NOTE 2) Light and Ventilation-Section R303 except for hidden job conditions. .; CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 9-16d EACH LAP 3.Contractor shall guarantee to the Owner that all materials and E 4 Minimum Room Areas-Section R304 equipment incorporated in the work will be new,and that all work GABLE ENDWALL RAKE AND RAKE TRUSS CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 9-I6d EACH LAP Ceiling Height-Section R305 will be of good quality,free from faults and defects for a period F 4 Sanitation-Section R306 of one year from the date of the final Certificate of Occupancy. COLLAR TIE TO RAFTER (FACE-NAILED) 6-8d PER TIE Toilet Bath and Shower Spaces-Section R307 4.The Engineer shall not be responsible for the construction means, E ■ NAIL SPACING AT PANEL EDGES (IN,) .• Glazing-Section R308 methods,techniques,sequences or procedures,or for the safety F ■ NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (iN,) BLOCKING TO RAFTER: (TOE-NAILED) 2-8d EACH END Garages and Carports-Section R309 precautions and programs in connection with the work,and he 2-16d EACH END Emergency Escape and Rescue Openings-Section R310 shall not be responsible for the contractors failure to carry out I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH ' o RiM BOARD TO RAFTER (END-NAILED) Exits-Section R311 the work In accordance with the construction documents. The WALL FRAMING o. Stalrways-SSection Engineer shall not be responsible for the acts or omissions by tion R311.5 SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. Handrails-Section R311.5.6 the contractor. No changes shall be made in the documents Simpson Strong-Tie TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d (SEE NOTE 1) PER FOOT Guards-Section R312 and/or the building as designed without the expressed written 2. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING o. Smoke Alarms-Section R313 consent of the Engineer. MEMBERS WiTH G30,49. FOR FRAMING MEMBERS WiTH 0,421(Gt0.4% THE NAIL SPACINGS SHALL BE ;o MT530C OR C516 114" TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d JOINTS - EACH SIDE Foam Plastic-Section R314 5.The contractor and all subcontractors shall maintain continuous REDUCED TO 6 INCHES O.C. oo COILED STRAP Flame Spread and Smoke-Section R315 Insurance coverage Inrh;;I..g statutory policies(Worker AT EACH ROOF RAFTER STUD TO STUD (FACE-NAILED) 2-16d 24" O,G, Insulation-Section R316 Compensation,etc.)and general liability in an mount not 3. TABULATED fo INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Dwelling Unit Separation-Section R317 less that$5 million and automobile liabilityand damage USE 8-166 NAILS AT HEADER t0 HEADER ('FACE-NAILED) I6d 16" O,G, ALONG EDGES Moisture Vapor Retarders-Section R318 g MEMBERS WITH G30,49. FOR FRAMING MEMBERS WITH 0.42tCs�0.49, THE NAIL SPACINGS SHALL BE coverage not less than$2 million. The Engineer shall be REDUCED TO 4 INCHES O.C. EACH END TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2x4 STUD Protection Against Decay-Section R319 a named insured on any and all policies. o Protection Against Termites-Section R320 6. Provide copper termite shields over fibrous 3-16d PER 2x6 STUD Site Address-Section R321 insulation at all perimeter sills. 4. TABULATED 4 INCH O.G. NAiL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERITRUSS FRAMING -�-• p Accessibility-Section R322 MEMBERS WITH GS0.49. FOR FRAMING MEMBERS WITH 0.42ZGt0.4% THE NAIL SPACINGS SHALL BE STUD I O ROOF RAFTER �u tY 7.All wood in contact with concrete or masonry to be Wolmanized a 4-I6d PER 2x8 STUD Flood Resistant Construction-Section R323 or pressure creosoted, REDUCED TO 3 INCHES O.C. CONNECTION � y�'�I yam' BOTTOM PLATE TO FLOOR JOIST, BANDJOiST, ENDJOIST OR BLOCKING (FACE-NAILED) 2-I6d (SEE NOTE 1,2) PER FOOT Foundations-Chapter 4 8.A single station smoke detector alarm device shall be installed CO I V I�1 CT i O I V In each bedroom,on u' ,00rs and shall be all Interconnected per code. Simpson Strong-Tie FLOOR FRAMING Design based upon presumptive load bearing values of sandy gravel and/or gravel at 3000 pounds g.All bathrooms without operable windows to be mechanically ventilated CS16 1144"COILED STRAP - per square foot. Contractor to consult Engineer If different soil materials are found upon excavation, as per New York State Code. JOIST TO BILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d PER JOIST or test hole,for alternative footing and foundation wall design. 10.Heating to be desigr:ed to provide 70 degrees F.with outdoor USE , W NAILS AT designed air-temperature of 0 degrees F.and 15 MPH wind. EACH STUD, WRAP BRIDGING TO JOIST (TOE-NAILED) 2-9d EACH END Foundation Notes: 11.All electrical work to be in accordance to the rules and UNDER SILL PLATE 5/8"Anchor Bolts(SSTB 28)See chart on this sheet for spacing regulations of the N.Y.B.F.U.and a N.Y.B.F.U.certificate is " BLOCKING TO JOIST (TOE-NAILED) 2-Sd EACH END 8"poured concrete foundation wall,8'0"high,3000#test MIN OVERLAP IS 12 P g to be presented to the Gvner at the completion of the job. ' Minimum depth-Section 403.1.4,48"minimum coverage to top of footing 12. Plumbing Installation to comply with State and Local codes NOTE: BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-I6d EACH BLOCK 16"x 8"poured concrete wall footings,3000#test 0 STRAPS MAY BE w and the sewage disposal system to meet Health Department standards. m Q 2-1 V4"x 11 7/8"Microlam Girder(or 3'/z"x 11 7/8"Power Beam) 13. Do not scale drawinlis. Use figure dimensions only. • ' • ' PLACED EITHER LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST 4"poured concrete floor slab with 6x6x#10 mesh and vapor barrier 0 0 UNDER OR OVER e 14.All work to conform to the rules and regulations of the New York 0 0 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-Sd PER JOIST Damp proofing at exterior foundation below grade-Section R406 Energy Conservation Construction Code. All glazed area to be double . ' SHEATHING 6 F ' 30"x 30"x 12"deep poured concrete column footings,3000#test glazed and all exterior doors to have insulated cores. , . 00, BAND JOIST TO JOIST (END-NAILED) 3-16d PER JOIST Deck and porch footings as noted,3000#test,48 minimum buried depth 15.The Insulation protection as indicated on these plans exceeds 00 Foundation wall to extend a minimum of 8"above finished grade BAND JOIST to SILL OR TOP PLATE (TOE-NAILED) 2-I6d (SEE NOTE i) PER FOOT All footings to be carried down to undisturbed soil the Code's minimum standards. 16.These drawings and�necifications are instruments of service and . ' 0 lu No footing shall be set higher than a 30 degree angle from any other footing shall remain the property of the Engineer whether the project for • ' • ROOF SHEATHING Pour no concrete on frozen ground or In freezing weather which they are made is executed or not. They may not be used 8d SEE TABLE 3.8 THIS SHEET Provide 3%"steel tally columns on any other project except by written authorization of the Engineer. STRUCTURAL PANELS Backfill shall not be placed against the wall until the wall has sufficient strength and has been 17.The engineer has not been retained for site supervision,on-site ' DIAGONAL BOARD SHEATHING by to the floor above,or has been sufficiently braced to prevent damage Inspections and certifications as required or requested by the ..' . ' owner, • � ' by the back-fill(Section R404.1.7) contractor or local building department. • ' . ' ' o I"x6" OR 1"x8° 2-Sd PER SUPPORT , . • , Floors-WFCM Prescriptive Method UPLIFT-CONTINUOUS PATH CONNECTORS , • I"AO" OR WIDER 3-Sd PER SUPPORT Floor framing shall be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION 0 ' Af Draftstopping-Section R502.12 USE SIMPSON STRONG-TIE CONNECTORS CEILING SHEATHING Fireblocking-Section R502.13 FOLLOW PRODUCT SELECTION GUIDE AND 0 , • ' • Ed COOLERS 1, EDGE / loll FIELD INSTALLATION MANUAL FOR HIGH WIND RESISTANT ' '/."or plywood subfloor,fasten per Table 3.1 WFCM CONSTRUCTION CATALOG C-HW02 p , • U m GYPSUM WALLBOARD Floor Construction: 0 Simpson Strong-Tfe � O WALL SHEATHING Floor oists:See Foundation and Floor Plans,spacing as noted ��. 0 0 • ' C516 V/4" COILED STRAP - j P g ANCHOR BOLTS IN FOUNDATION USE: STRUCTURAL PANELS 8d SEE TABLE 3.9 THIS SHEET Fasten per Table 3.1 WFCM SSTB28 WITH BEARING PLATE,SEE FOUNDATION 16" O.C. USE 4-ed NAILS cry 2-2x6 AGO sill with copper termite shield and sill seal NOTES FOR SPACING ' t FIREBOARD PANFI S Finish floors per agreement 0 AT EACH STUD ' >- ++ 6d 3" EDGE / 6" FIELD SILL PLATE TO RIM JOIST USE: 00 ,� MIN OVERLAP IS 21" Ill T/16 Wall Construction-WFCM Prescriptive Method LTP4 16"O.C.AT EXTERIOR PERIMETER -t- , 'D 6„ Wall framing and finishing shall be nailed and or screwed in accordance with AND GARAGEJHOUSE COMMON WALL ,� FLOOR I O FLOOR CONNECTIONS � _t � 25/32" ad 3 EDGE / FIELD Table 3.1 WFCM M USE 4 8d NAILS AT EA+�r:END 5d COOLERS 'I" EDGE / loll FIELD 1x6 Pine fascia,wrap X GYPSUM WALLBOARD Overhangs as noted F, �.. 9 GARAGE STUD TO GAS.�.,�E SILL PLATE USE: S I LL PLATE TO RIM O D HARDBOARD Sd SEE TABLE 3.9 THIS SHEET Vinyl vented soffits SSP CONNECTOR AT 16"O.C. X z Aluminum gutters and leaders USE 4 8d NAILS AT EA-':;END RIM JOIST TO STUD CONNECTION ~ PARTICLEBOARD PAi4ELS Sd SEE TABLE 3.9 THIS SHEET Siding:See Elevations Tyvek housewrap RIM JOIST TO STUD CONNECTION USE: �MM 3: Q DIAGONAL BOARD SHEATHING %"OSB sheathing,see fastening schedule,Table 3.1 WFCM MTS 12, 16"O.C. ll-1 t + +� ++ ++ 2-Sd PER SUPPORT ?�6 Studs cLD 16"o.c.with 2x6 shoe and double 2x6 late ' �� P USE 4 8d NAILS AT Ep,GH END Simpson Strong-Tie 1 x6 OR lily / Gypsum wall board Ill 11/4 COILED 1/2 SPACING-� BLOCKING AT � 0- O � " 3-Sd PER SUPPORT 5/8"Type X GWB In garage FLOOR TO FLOOR CONNECTION USE: STRAP WiN MiN 12" ALLOWS O 24 O.C. ALLOWS I x10 OR WIDER %"MR GWB in wet areas " MSTA 36, 16 O.C. HOLDDOWN � N � FLOOR SHEATHING At least one window in each sleeping room shall comply with the exit requirements of section R310 USE 4 8d NAILS AT EACH END OVERLAP AT EACH HOLODOWN Note drilling and notching limitations In figure R602.6(1)for bearing walls FOR CANTILEVER CONDITION USE MTS12, 16"O.C. INSTALLATION STRUCTURAL PANELS and figure R602.6(2)for non-bearing walls. USE 4 8d NAILS AT EACH END STUD INSTALLATION SIDEWALL i 7 (y �+ 8d 6" EDGE / 12" FIELD Follow exterior comer framing detail figure R602.10.5 +� m I OR LESS RAFTER TO STUD CONNECTION USE: loci 6" EDGE / 6" FIEELD Roof Assemblies-WFCM Prescriptive Method MTS 12, EACH ROOF RAFTER , ENOWALL O u- GREATER THAN 1 Asphalt strip shingles shall have a minimum of six(6)fasteners per shingle(section R905.6) USE 8 16d NAILS AT EACH END UJ j j Undelayment application(Section R905.2.7) HOLDDOWN DIAGONAL BOARD SHEATHING For roof slopes of two(2)units vertical in twelve(12)units horizontal(17-percent slope), RAFTER TO RIDGE TO RAFTER CONNECTION USE: � (PHDS) � o � CORNER STUD o 1"x6" OR I"x8" 2-8d PER SUPPORT up to four(4)units vertical in twelve(12)units horizontal(33-percent slope), underlayment CS20 USE 8-8d NAILS IN EACH END CONNECTED TO shall be two(2)layers applied in the following manner.Apply a 19-inch 483 mm strip of ENGINEER: ( ) Y 9 ( ) P AT EACH ROOF RAFTER o TRANSFER SHEAR o � � �;I?.� Fr, •� �. I"x1o" OR WIDER 3-Sd PER SUPPORT underlayment felt parallel with and starting at the eaves,fastened sufficiently to hold In place. 0 2-16d COMMON Starting at the eave,apply 36-inch-wide(914 mm)sheets of underlayment,overlapping DECK POST TO CONCRETE CONNECTION USE:and fastened sufficiently to hold In place „ O,C, 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANEL EDGE IF WALON-CENTERSHEATHING IS NAILED 3"ON-CENTER AT THE PANEL EDGEsuccessive sheets 19 inches(483 mm), . PBS44A FOR EACH PCST-USE 14-16d NAILS o o HOLDDOWN NAILS AT 10 �� ��`t" TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES, For roof slopes of four(4)units vertical in twelve(12)units O ~ (PHD5) `� DECK POST TO GIRDER CONNECTION USE: SHALL BE USED TO MAiNTAfN THE LOAD PATH. ® ® CORNER STUD Ice Protection(Section R 905.2.7.1) PC44 FOR EACH POST Z, WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I-16d NAiL PER FOOT, Undelayment In High wind(Section R 905.2.7.2) -2-16d COMMON o NAILS AT 6" O,C, o CONNECTED TO Flashing(Section R 905.2.8) GIRDER TO DECK JOIST CONNECTION USE: TRANSFER SHEAR Chimneys and Firespaces-Chapter 10 MTS12 @ EACH JOIST (TABLE 3,11 WFCM HIGH WIND EDITION) Energy Efficiency-Chapter 11,see attached report -}- I WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Mechanical-Chapter 12 PORCH POST TO DEC(:USE: FLOOR I O FLOOR CONNECTIONS- ��`�r`3�r General Mechanical Systems-Chapter 13 , � ` 1110 MPH 3-SECOND GUST = 90 MPH FASTEST-MILE WIND SPEED PER TABLE R3-1,2,1,E Y 2-AC4 -USE 14-1Gd NAILS CANTILEVER. � A * I ��Cr Heating and Cooling Equipment-Chapter 14 CA I V T i L EVER. CONDITION STRUCTURAL SHEATHING MAXIMUM NAiL SPACING Exhaust Systems-Chapter 15 PORCH POST TO GIRDER USE:2-AC4 JEFFREY T. BUTLER, P.E. SHEATHING LOCATION STUD SPACING OR PANEL SIDING FOR ad COMMON NAILS Duct Systems-Chapter 16 USE 14- 16d NAILS (SEE NOTE 1) (INCHES, O.G.) (SEE NOTE 3) (INCHES, O,C.) Combustion Air-Chapter 17 Chimneys and Vents-Chapter 18 PORCH ROOF RAFTER TO GIRDER USE: 1 3/4" MINIMUM BP •• O E 6 Plumbing-PartVll 5fmpson Strong-Tie MTS 12 AT EACH ROOF RAFTER EDGE D15TANCE a}..}Of DUJN �CY I S ,••� I 51"t ,'i WALL CORNERS, O O 8 4' EDGE ZONE 16 a HOLD D eR R LL N F 12 (SEE NOTE: 2) H-2.5 CLIPS 6 16 O,C, o E 6 A EACH NAILS AND WINDOW AND DOOR OPENINGS Z � a INTERIOR ZONE 16 AT EACH STUD a O F 12 O 1W O U O E • NAIL SPACING AT PANEL EDGES (IN,) (FLOOR TO FLOOR 4 FLOOR TO V F ■ NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) Simpson Strong-Tfe z o U210 2x(o 4++ FOUNDATION;WFCM FIGURE 3.Sa 4 3.8b) (� z z z 1. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT 13 REQUIREMENTS SHALL 'BE USED. _ AT EACH RAFTER � Simpson Strong-Tte � � 4-10d x 1 1/2" le 4 I AT EACH POST RIDGE TENSION STRAP (_ Z 2. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING MEMBERS WITH G20.49. FOR FRAMING MEMBERS WITH 0,42SGS0.49, THE NAIL SPC AINGS SHALL NOTE: GS20 USE 8-Sd NAILS ATTACH LEDGER TO FRAMING •: iN EACH END AT Q � BE REDUCED TO 6 INCHES O,G. ' �0 •• � MEMBER WITH 2-1/2" X 5" LAG SEE PLAN EACH ROOF RAFTER � LL W S. FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED D D ,D n'I BOLTS AT 16" ON CENTER I •, g FOR COMMON NAILS, O 4 ° 4 ° +r a •• a � O d 4 QL O p 4 '4 ;.' '4 '4 Simpson Stronll O p (TABLE 3,215 WFCM HIGH WIND EDITION-2001) " D D D ++D D D D D D - U210 2X6 O d AT EACH CEILING JOIST RAFTER SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL 4 SHEAR LOADS p ° 4 c'r� �° ° 4° °, 4° °, � • ° n � 4-10d x 1 1/2" a TMAXIMUM ANCHOR MAXIMUM ANCHOROTTOM PLAiFE TO FOUNDATION FOUNDATION 4,, FQD BOLT SPACING (IN.) BOLT SPACING (iN,) ° o BOLT CONNECTION RESISTING SUPPORTING „ d (1/2 ANCHOR BOLTS) (5/8++ ANCHOR BOLTS) D D � D D D D D D ° <1 ° I ° p ° Simpson Strong-Tie a a RIDGE BEA JOIST HANGER REQUIRED LATERAL AND SHEAR LOADS 1-3 STORY 30 45 % G, 4 ° D ' AT CATHEDRAL CEILINGS .•� U210 2X6 ° AT EACH DECK/PORCH JOIST 2" MINIMUM '• L55U OR EQUAL D D D D D ,� „ SIDECOVER ':6; WALL TO 4° ° �° ° 4-lOd x 1 1/2 S(m son Strong-Tie RIDGE • FAGE NOTE: MAX 12" F1ROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMPSON, SEE DETAIL 4 Q Simpson Strong-Tte PBS44 TENSiON-STRAP FOUNDATION � 'o o ° D TYPICAL PORCH/DECK SSTB28 WITH BP AT EACH POST FOOTING � O� PORCH COLUMN CONNECTIONS DETAIL CONNECTIONS D LEDGER CONNECTIONS ANCHOR BOLT DETAIL DESIGN CRITERIA: NOTE: THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET), LU ND SUBJECT TO DAMAGE FROM • WINTER AIR ICE SHIELD USE/ GROUND SEISMIC FROST SNOW SPEED EXPOSURE DESIGN LINE DESIGN qR99TING UNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY HEIGHT FIRE AREA TYPE OF LOAD (MPH) CATAGORY CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP INDEX REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION t, i� MODERATE SLIGHT TO it 599 YES FROM I'BW 40 of 20 of PERIMITER EDGE ZONE ■ 31.2 pef EDGE ZONE ■ 29.) pef SFD 31'-61' FIRST FLOOR ■ 12i0 SQ,FT. TYPE V 45 pef 120 8 C SEVERE 36 TO HEAVY MODERATE FIRM MAPS p p INTERIOR ZONE ■ 29.fo pef INTERIOR ZONE ■ 24.6 per SECOND FLOOR ■ 12.10 SG�.FT. m 200�i NEW PORK STATE CODE: ACTUAL FINISHED GRADE SEE DETAIL SHEET FOR MAY VARY DEPENDING ON HiCxH WIND CONNECTION EXISTING GRADE CONDITIONS REQUIREi'1ENTS These plane have been drawn in accordance with New York Building State Code,2001 Edition as administered by the Town of Southold. OPENING PROTECTION BY WOOD STRUCTURAL PANELS CONT, RIDGE VENT PERSUANT TO 1609.1.4, SEE NOTE: EXISTING DWELING HAS 4 BEDROOMS, PROPOSED FASTENING SCHEDULE ON -- — DWELLING RENOVATION WITH ADDITION MAINTAINS 4 DETAIL SHEET IN THIS SET BEDROOMS. FIRST FLOOR HAS TO BE RAISED IN ORDER TO COMPLY WITH NYS RESIDENTIAL CODE REGARDING 2' OF REQUIRED FREE BOARD ABOVE THE BFE. TABLE R301.5 —_-- — — ® _-- — — — MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) - - - _ -ASPHALT ROOF SHINGLES CONT. RIDGE VENT §RR312 USE LIVE LOAD } GUAxnS EXTERIOR BALCONIES 60 -- — -- -- §RR312.1 Guards required.Porches,baicoi or raised floor DECKS 40 surfaces located more than 30 inches(762 mr±)above the floor PASSENGER VEHICLE GARAGES 50 - - - - - — - - - - - - _ or grade below shall have guards not less than 36 inches(914 mm) ATTICS WITHOUT STORAGE 10 z0 a _- _- — - - -- — in height. Open sides of stairs with a total ris:of more than ATTICS WITI I STORAGE ZO tO O 30 inches(762 mm)above the floor or grade below shall have ROOMS OTHER THAN SLEEPING ROOMS 40 guards not less than 34 inches(W mm)in hughtmeasured vertically from the nosing of the treads. SLEEPING ROOMS 30 STAIRS 40 §RR3122 Guard opening limitations.Required guards on GUARDRAILS AND HANDRAILS 200 - - ' - -TOP OF PLATE open sides ofstairways,raised floor areas,bal.onies and porches shall have intermediate rails or ornamental closures _ that do not allow passage of asphere 4 inches 102 mm)or more in diameter. EXCEPTION:The triangular openings form A by the riser, -ET6 -- -- tread and bottom rail of a guard at the open side of a stairway are permitted to be of such a size that a sphere 6 inches(152 mm) p cannot pass through. 00 Li TOP OF SUBFLOOR CEDAR SHINGLES, TYP — - - - - TOP OF CEILING 'Y Y U X - - -- TOP OF SUBFLOOR '1; LL . r m GRADE - -- ` W r t . �u — r PROPOSED FRONT ELEVATION N � Ao � R X 3 I tt � 0 z � o - - - - - - - -- -- - — - - - - - - - - - - - - Uu ASPHALT ROOF SHINGLES - - CONT. RIDGE VENT 4 -- ---------- - - — - -_- _- --_ - _-- - — N"C�NEER:iz�J t ,t oo! CEDAR SHINGLES tYP. •rrr --_ 4(JIJ X �C 4 8 TOP OF PLATE -_ -- -- -- r °a LU f - TABLE R301.ta °Qc 7 L 0 JEFFREY T. BUTLER, .E. MINIMUM ROOF LIVE LOADS IN POUNDS-FORGE — PER SQUARE FOOT OF HORIZONTAL PROJECTION r TRIBUTARY LOADED 00 AREA IN SQUARE FEET M O — — 0 d) FOR ANY STRUCTURAL (K — x O MEMBER R 0 0 TO 20170 OVER ROOF SLOPE 200 SOO boo I Nil i, , N FLAT OR RISE LESS THAN 4 INCHES PER FOOT 20 Ib Is TOP OF SU15FLOOR —- -— " LU ,~ U r, � Q N O fJ Z Z TOP OF CEILING —- 7'— RISE 4 NCFIES PER FOOT(1,3)TO LESS THAN 0 O Z 12 INCHES PER FOOT(1-1) 16 Iq 12 � 00 RISE 12 W-14M PER FOOT(Id)AND GREATER 12 12 12 TABLE R301- 1 FIREPLACE NOTE: ALLOWABLE DEFLECTION OF STRUCTUAL MEMBERS - Q Q I o Contractor to provide installation manual for ALLOWABLE the fireplace on efts for the building inspector. STRUCTUAL MEMi3ER DEFLECTION O J = RAFTERS HAVMG SLOPES GREATER THAN 9/12 WITH NO FINISHED CEILING ATTACHED TO RAFTERS L/ISO 0 §RE3803.3 Additional locations. At least one wall switch-controlled lighting outlet shall be installed in hallways, stairways, attached INTERIOR WALLS AND PARTICIANS 14/160 N ■ and detached garages with electric power. At least one wall- garages, TOP OF BUBFLOOR-- switch-controlled lighting outlet shall be installed to provide �g6O illumination on the exterior side of each outdoor egress door having grade FLOORS AND PLASTERED CEILINGS level access. A vehicle door in a garage shall not be considered as an a outdoor egresslighting door. Where li htin outlets are Installed in interior ALL OTHER STRUCTURAL MEM3ERS L/240 GaRADEV Q stairways, there shall be a wall switch at each floor level to control the lighting outlet where the stairway has 6 or more risers. EXTERIOR WALLS WirW PLASTER OR STUCCO H/360 FiNISH EXCEPTION: In hallways, stairways, and at outdoor egress doors, remote, central, or automatic control of lighting shall be permitted. EXTERIOR WALLS-WIND LOADS WITH ERIA FINISHES REAR ELEVATION- EXTERIOR WALLS WIND LOADS WITH !}} ' FLEXIBLE FINISHES L/I20 F E D 2 �'^�UUs NOTE: L■ SPAN LENGTH, N■ SPAN HEIGHT §RE3801.7 Outdoor outlets. At least one receptacle outlet accessible at grade level and not more than 6 feet, 6 inches (1981 mm) above grade, O shall be installed outdoors at the front and bock of each dwelling unit A. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.'1 TIMES N OF SOUTH f 3 having direct access to grade. THE COMPONENT AND CLADDING: LOADS FOR THE PURPOSE OF THE TO OF SOUTHOLD DETERMINING DEFLECTION LiMITS HEREIN. 0 SEE DETAIL SHEET 'FOR HIGH WIND CONNECTION REQUIREMENTS ACTUAL FINISHED GRADE MAY VARY DEPENDING ON CONT. RIDGE VENT EXISTING GRADE CONDITIONS OPENING PROTECTION BY WOOD STRUCTURAL PANELS PERSUANT TO 1609.1.4, SEE 10 FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET ASPHALT ROOF IN — I — CEDAR SHINGLES TY — — — Ix6 AZEK o a FasclA, TYP. Lo � o LL 0 5/4"x4" AZEK WINDOW CASING, TYP. Li 5/4"x4" AZEK Q — - — CORNER BOARDS,TYP. >r1 0 WOOD STEPS TO GRADE PER C ODE GRADE PER CODE oil . 11 GRADE U I SIT SIDE fi'i20�-'OS�1� RIGHT I�� tu Nb � orb � N r Y o 0 — — — — — 12 j A— m 10 O U- - !_ — — ;--- — —, LUU _ r-- - NCs1NEER:, — TOP OF PLATE f 5n=1� 'a rhy� G ( 7 VINYL RAILi `ter_" ✓ PER CODC, C ' TYP. so Li JEFFREY T. BUTLER, P.E. m — —TOP OF SUBFLOOR y.. o — TOP OF CEILING O r O V z ° z o zoo � IF-111 H uzi az4 u.i Q LL Lu o TOP OF SUBFLOOR 04 O O O GRADE n Q — O LEFT SIDE ELEVATION 0— PAGE : 2 of 3 16'0" 15'4" 29'4t1 7' 10" 716,1 4' g,� BALCONY 16,Oil91011 20'411 6/4"xb" �0 1 D r.-ING 41 211 61 llA,1 41 211 ai 8'3" 71911 41611 41611 101211 10'211 p - -------------I - ------- V --------iYl 2" __- 41 21,TW3046 TW3046 NN o w f^ — 1 1 w 1 � 1 1 N a i+1 81 811 W.C. 19'811 _ N TW3052 TW3052-2 TW3052 ua NMMASTERN 00 MBEDROOM. . o TW3052-2 z NSTEPS AND RAILTER B TH PER CODE 8b11 CLG. NG . N 81311 71 911 _ -s— DIREC VENT GAS FIREPLACE = VINYL RAILING: N LIVING ROOM PR4vl E GLASS OORS AN c PER GODS Lr 1 M 9'O" CLG, HGT. HEA@'f PER GO USTOM - 21290 YERI SIZE. PRO ID£ FAI. ER BAL ONr - --- ----------------------------------------- 5/4"x6" DECKING � a\ I -—-— 42x10 ACQ HEADER— -—-— _ 1, 11 — i * v, 8 8 I N c PER CODE STEPS AND �'I I 3 M TW3052 FW 60611 ~ TW3052 1 I 1 2 HD 2-2xio HDR 2-2XI9 DR 80811 ; 2x& A= LEDGER c TW2832 FWG60611 TW2832 - - - - - - - - - - - - - - - - - - - - - - - - - 3'811 2'0" 13'4" c 2xbR.R. ul 2xbR.R. Q, _ � - - - - - - - - - - - - - - - - - - - - - - - - - N lLAYOYER) _ (LAYOVER) �, , <•, SEAT -- ------ -� ---- �� --__-_ �-- -o----- CLO. o N ' I d \j 1 I� o , „ CLO. BEDROOM 02 _ ( Eo I �i Co 1n °o r, O I 0 WO" CLG. HGT. I 19 cq 20 " a 2-1 3/4" 14" LYL RIDC,i�/' _ _ _ --- KITCHEN I M i in �- - - - -—� - _ c1 �� 9'O" CLG. HGT. -i I 3-2x4 I /OUTDOOR ' ' u _ N I dl u I /f Posr to 1 � . � °' �_� _� o � SHOWER � r O I $1 p1 F.D. O = I BEDROOM ru 1 -- 8 �O i ISLAND ~ �'' LL N -------� - - _--- ----------- O � X z r, a� 04 O a N v1 �, o cfl ENt P —i O OATH. CLG, a 'd O (� fA Q pia I V w ►n N O OW(PLATE l5'0" A.F.F,ib W- I 21011 o TW3046 �l pMECH I 0„ f— � cA I I cA O 2-2x10 CLO, _ `" N, 2,6„ u e 6,0" —� --------- ET6 ABOVE O o BATH BEDROOM 03 ____--- DESK REF. __ ° } 8'O" CLG, HGT, CLO 11 ---, ---- 41211 ------=— _ I 1 LO, TW2832 Q N N lu f- 2'4" o aINEEf�• J � DEN � ° ����F.Y�• �; . o � 3, Au 5N.:v0„ In 1 0,1 v 2 0'1 101 811 o ° FOYER ' N J� � 91011 BATH r^ 2 10 H R 2-2XIO HDR "' I! i; GLG. HGT. 2846 TW 846 TW 1 31 011 31 0,1 7 01 011 '51 0,1 (��Cf� O TUB/SHOWER o JEFFREY T. BUTLER, P.E. 31 P" 2-2x10 HDR 81 111 712" 81 111 —A o c 1 O Z 8 TW3046 ._ 151411 231 4tl I 2x8 1o" DIA. H54G I6 p.0 FIBERGLASS O COLUMN (1 OF 2) a O STEPS AND RAIL O O PER CODE tu * U O I I OPENING PROTECTION BY SCOI �lD FLOOR PLAN WOOD STRUCTURAL PANELS M Z Z o PERSUANT TO 1609.1.4, SEE 16'0" 231411 U1 Z FASTENING SCHEDULE ON 0 x LIYING'F AREA = 1270 SQ. FT. Q DETAIL SHEET IN THIS SET SMOKE DETECTOR Ir Z INTERCONNECT PER CODE PROPOSED FIRST FLOOR OPENING PROTECTION BY ^ .4 WOOD STRUCTURAL PANELS u e CARBON MONOXIDE DETECTOR SEE DETAIL SHEET FOR LIVING AREA = 1290 SQ. FT. PERSUANT TO 1609.1.4, SEE 4 N ONE PER FLOOR HIGH WIND CONNECTION FASTENING SCHEDULE ON W O REQUIREMENTS SMOKE DETECTOR DETAIL SHEET IN THIS SET O aC INTERCONNECT PER CODE O CARBON MONOXIDE DETECTOR O e O ONE PER FLOOR SEE DETAIL SHEET FOR ^' U. m HIGH WIND CONNECTION REQUIREMENTS (� z w sa PAGE : 3 of 3 TE5T HOLE DATA AREA COVERAGE CHART: y LINE / 5YME3OL LEGEND (TE5T HOLE DUG BY: rT• , DE516.= STRUCTURE: EXISTING AREA: AFTER CONSTRUCTION AREA: r , . • • j"'�`""' ��, PROPERTY LINE --- — — TEST HOLE WDONALD GEO5GIENCE ON JUKE 26, 2008) FIRST FLOOR SECOND FLOOR FIRST FLOOR SECOND FLOOR ! a Y 4 5 {V SETBACK LINE — -- — — mm o ® RESIDENCE 108q.62 SO.FT. 4% 50.FT. 12g0 SOFT. 1210 SOFT. CATCH BA51N uuu , EXISTING TO BE MIXED SAND 4 LOAM M ; e SHED (TO BE REMOVED) t25.00 SOFT. .kYP•Mt �: F:r ,;;„•� ;,. -, REMOVED/RELOGATEI7' GAS VALVE D4 2 N .^ WA R 73.44 SO.FT.l�l G SHED TO BE REMOVED 1•IV PALE BROWN FINE TO ( ) • � ELECTRICAL WATER VALVE D4 '_"'; COAARSE SAND WITH 10-20% GRAVEL Ski © SHED (TO BE REMOVED) 32.00 5G2.FT. GAS G MANHOLE COVER M b r © F H ORG 80 SG2.FT. "' µ, TELEPHONE T ,X,•t M.rlw��''•� .s '' �' `i"1 A.41`'1 7 � � W � 'V �" UTILITY POLE SANITARY SEWER 55 WATER IN PALE OF ENTRY PORCH 31.57 5G2.FT. DCATiON LIGHT POST ( BROWN FINE TO FENCE COARSE SAND WITH GQ FORGH 72 50.FT. fi MONUMENT a 10-20% GRAVEL - a s r N dA OVERHEAD ELECTRIC \\ \� 5W p OVE 0 TOTAL (FOOTPRINT): 1,220.06 SOFT. 14`13.57 SG2.FT. op GONG. GURB STAKE 7 yVYo I TO TAL L Iv1NG AR EA): 1585 2 SG T. 256O SO.FT. COASTAL EROSI N HYDRANT •L - GO Q �i OWA ER ENGOUNT RED HAZARD LINE q.O' BELOH SURFACE '. ICI..vw POMt{, 7' ) }, • ,.•+L°'V➢wN P•hll ry 1 � 1 CV EX15TINC7 BUILDING COVERAGE: N - f _ - 220.06 5 .FT 17 32.5b SG2 I G2 S PROPOSE D BUIL DING GOVERAGE (INCLUDING PORCHES):ABBREVIATION5 147357 SG-FT / t17,532.58 SQ.FT. 8.403b LOGAT I ON MAC;.. ABV --- ABOVE GA --- GAGE, GAUGE NOT TO SCALE AFF --- ABOVE FINISHED FLOOR GV --- GALVANIZED AFG --- ABOVE FINISHED MET --- METAL GRADE AG --- ABOVE GROUND NITS --- NOT TO SCALE BG --- BOTTOM OF CURB O.H.--- OVER HEAD PROP05ED 51 TE PLAN: BI --- BOTTOM OF ISLAND PLGS --- PLACES GB --- CATCH DA51N PVC, --- POLYVINYL CHLORIDE GONG --- GONGRETE PP --- POWER POLE E S T• EAST MARION N.Y. CONST --- CONSTRUCTION RGP --- REINF. GONG. PIPE TONN OF SOUTHOLD GONT --- CONTINUOUS/CONTINUE REINF --- REINFORCED SUFFOLK COUNTY, NEW YO K CPR --- COPPER 5D --- STORM DRAIN SGTM NO.: 1000-31-14-0008.2 DIAM --- DIAMETER ST --- STEEL ZONING DISTRICT: RESIDENTIAL 'R40' DIP --- DUGTILE IRON PIPE TG --- TOP OF CURB D.W.--- DOUBLE WALL TI --- TOP OF ISLAND EX15T --- EXISTING TERM --- TERMINATE 515E ADDRESS: FD --- FLOOR DRAIN U/L --- UNLEADED 1 FO --- FUEL OIL VIF --- VERIFY IN FIELD EAST EA O MAIN ROAD AST MARION, NY IIg3q F/G --- FIBER GLA55 WO --- WASTE OIL PTO --- FOOTING MM --- WELDED WIRE MESH O ' ITE DATA: EXISTING: PROP05ED: • AREA OF SITE: f17,532.585.F. (0.403AG) N.G. LINE OF PROPOSED B HAY BALES AND SILT COVERAGE CALCULATION: SEE AREA COVERAGE CHARTWF � fn IO' NON TURFm GLAYTON FE1y..E \ DA5E FLOOD ELEVATION: a O +h TIE = 202.56' _ BUFI=ER \ MAP NO. 6313G00646 AE g (NGVD Ig2q) ry 6q 142 5 36°44'00" E 2�� . ' EXISTING WOOD BULKHEAD �T�n — 3. \ 1\ PROPERTY OWNER• W r�- K:EVIN FAGA 94 � — '� 1 \ 12632 MAIN ROAD 91U� m \ 4 I \ 1 EAST MARION, NY IIg3q O J / 1 EXISTING WOOD 1 \ �T�� }" 15' RIGHT OF WAY 1 / STEPS W/ RAILING \ \ W Qi 41 \ ' (BY OWNER OF \ \ W � Q LOT 5.1) 1 \ , SAFE DIG �' o z 1 SIDE YARD 5ETBACK = 15'-0" 0 X LO �.• �� — — — — — — . — . . — • . . . • — — . — • . — . o �� o \\ 1\ Before You Dig, Drill Or Blast! A4 X q) 1 1 CL IY Sp IVG lC� Q CALLUS TOLL FREE 1-800-962-7962 O 4Jk m HT DRI1 �4Y _0 \ 0 \ 1 NY industrial code rule 753 requires no less than two working days notice,but not 3 O } .c� S� more than ten days notice. N o1 g \ S.G.T.M. LOT No. 008.1 -t,�i y N/F G v. r HUKILL �O� 8 TEST W O ,, Fb \ 'Py HOLE �Gti�o �3 F- o\;A \ ZONING INFORMATION: NGtNEER::e.... I 1 EXISTING ASPHALT .1� pOGK QQI 1 ,e/'��04" �' E `�• z EXISTING DRIVEWAY TO BE : p�N� �\ 1 �; E`( T R11 ! reI RAIL FENCE ALTERED R , Al , 0 \ RESIDENTIAL DISTRICT (R 40) - F9 PROPOSED EAGHING POOL N TO BE �0 REMOVED WI \ � 60 x 6 DEEP FOR RAIN t,) pl LOT AREA: r-- f� I/ula. LU WATER RUNOFF : 1 p\ '= W�A MINIMUM ALLOWED: 40,000 SQ.FT• C PROVIDED: ±17,532.58 SQ.FT. •F \ PROP05ED 1`' �Ir �Q OZ 49'� �t�? 101MIN (TYP) : SECOND FL. © PORCH o LOT WIDTH: I ¢� 5D MINIMUM ALLOWED: 150' \ �1 PROVIDED: 103.35' JEFFREY T. BUTLER, P.E. I \ PROPOSE�7 EXISTING O • LOT DEPTH: O 2-STORY 1 WOOD 1 0�\ MINIMUM ALLOWED: 175 = M ADDITION �� 1. DECK EXISTING SHED \ "\:.P PROVIDED: 142.69' 17 EL. 11.77' ROOF OVERHANG\ \ 7 1 @TO BE REMOVED \ \ YARD REQUIREMENTS: z IL v }- O GROVP05� = MINIMUM FRONT SETBACK: 35' O O CD I ENTRY PORCH \ 25q \\ 1 PROVIDED: 77.1' p Z W w 1 •�.�'i �' 1 \ MINIMUM SIDE YARD SETBACK, 10 < p z O 1 / 0 3o q` \\ \I PROVIDED: 9.3' (EXISTING) • • L z � OI I Q EXISTING Z I .... .. ....... m PROPOSED V2 STORY RESIDENCE J4 4' 1 \ W LY D- tt I, 1 2 5TORY 41 \ \ CUMULATIVE SIDE YARD SETBACKS: 25 z Q z! Q Q ADDITION m (4 BEDROOM) . '�:21 O m z �: I�.7'1, N (TO BE RENOVATED TO A BUILDING AREA \ \ PROVIDED• 64.9 O W 0 EXISTING 2Y2 STORY RESIDENCE) 4.3 TO BE REMOVED \ \ Q QC < O FRAME SHEDS , // EL. Il:it ? 1 \ \ MINIMUM REAR SETBACK: 35 } < 1 O TO BEPROVIDED: 41.1 REMOVED NOTE: EXISTING DWELLING 1\ 1\ C/1 # N : REMOVED TO TOP OF FOUNDATION. "? .:.N;L , o N. 1 0 3 1 \ LIVING FLOOR AREA: FOUNDATION TO BE ELEVATED 50 ry 33 m ( ) O -� O 0 O : D Q — THAT STRUCTURE COMPLIES WITH 1 PROPOSED N \ \ MINIMUM REQUIRED: 850 SQ.FT. z f- �- O ply SECOND FL. O O u- q1.0' SID� '-,q o '5 7BA _--, FEHA AND N.Y.S. RES. CODE R323 X GANTILEVERE \1 \ AFTER 2560• S FT.�• 0� vl ? `9 K 10-O" �s� BALCONY O ° 1 Q d N _ " m 1 LL 1 LOT COVERAGE: •'•==i==::::::..r=; /�Z� S 111 Z AGG 5O Y STRUGTU 1 1 MAX. ALLOWED: 20% � N 35°21'00" W 44.621 YARD SIDE a- O N ° 1 GK - :3- / 1 EXISTING: 6.96% 32 55 00" I„I "OFF OF 5T SC�UARING m ` a ExISTINIG\ AFTER CONSTRUCTION: 8.40% O Q EXISTING STOCKADE FENCE `OFF OF STRUG-7Tl RE --� °� T E PLAN CONCRETE I WALL \ BUILDING HEIGHT: N� �` q .87 2 MAX. ALLOWED: 35' D 20 10 0 10 20 30 40 50 DEFOS `� ° EXISTING: 24'-0" GRAPHIG SCALE 1'. N 352I1O= 10'-O" I 1 O. W 38.03' •��,' AFTER CONSTRUCTION: 28'-0" \OE : F.-E 2 %� 0 10' NON TURF NUMBER OF STORIES: 1—rn BUFFER L G.D P T. \ �� MAX. ALLOWED: 2.S EXISTING: 2.0 TOU i F SO 1THOLD o 1 o AFTER CONSTRUCTION: 2.0 1 � Z of