Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
TR-6555
DOE SO(/j Michael J.Domino,President � Hplo Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25� � P.O.Box 1179 Charles J.Sanders CA) Southold,New York 11971 Glenn Goldsmith A y� Telephone (631) 765-1892 A.Nicholas Krupski lq'Comm Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: //81 zCh. 275- Ch. 111 INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1st day of construction / Y2 constructed V Project complete, compliance inspection. INSPECTED BY: I COMMENTS: �- All �o��!s 0�• . CERTIFICATE OF COMPLIANCE: �q SO&P Michael J.Domino,President �0� ®�® Town Hall Annex John M. Bredemeyer III,Vice-President 54375 Route 25 Charles J.Sanders P.O.Box 1179 Southold,New York 11971 Glenn Goldsmith G �`�, � �� Telephone(631) 765-1892 A. Nicholas Krupski `+oU Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1368C Date: July 18, 2017 THIS CERTIFIES that the construction of a 30'x50'two-story addition to the existing dwelling construct an 11'x45'deck/porch install a 20'x50' in-ground swimming pool and required fencing to Code construct a 115' retaining wall seaward of proposed in-ground swimming pool to contain+/ 765 cy. clean fill from an approved upland source to backfill pool dDmells and raise elevation to 56' returning approx. 120' adjacent to property line with the condition a line of staked hay bales is installed prior to any construction and drywells are installed to contain all run-off and pool backwash; At 3995 Nassau Point Road, Cutchogue Suffolk County Tax Map#1000-111-9-5.1 &5.2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated November 19,2007 pursuant to which Trustees Wetland Permit#6555 Dated March 21,2007,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a 30'x50'two-story addition to the existing dwelling, construct an I Fx45'deck/porch install a 20'x50' in-ground swimming pool and required fencing to Code construct a 115' retaining wall seaward of proposed in- ground swimming pool to contain+/-765 cy clean fill from an approved upland source to backfill pool dMyells and raise elevation to 56' returning approx. 120' adjacent to property line, with the condition a line of staked hay bales is installed prior to any construction, and drywells are installed to contain all run-off and pool backwash. The certificate is issued to JONATHAN&ANDREA PARKS owner of the aforesaid property. Authorized Signature • • our James F. King,President ����O SV410, Town Hall Jill M. Doherty,Vice-President • �� 0 53095 Route 25 ` P.O. Box 1179 Peggy A. Dickerson ; Southold,New York 11971-0959 Dave Bergen ; G Q ,� Bob Ghosio,Jr. � •O I Telephone(631) 765-1892 comm Fax(631)765-6641 .• BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 28, 2008 Mr. & Mrs. Jonathan Parks 3995 Nassau Point Rd. Cutchogue, NY 11935 RE: WETLAND PERMIT #6555 3995 NASSAU POINT RD., CUTCHOGUE SCTM#111-9-5.1&5.2 Dear Mr. & Mrs. Parks: It appears that the amount of fill on your property exceeds what was approved in your Wetland Permit #6555 dated March 21, 2007. Please contact our office at 765-1892 within 30 days from the date of this letter, to address this issue. If you fail to contact us within 30 days, a summons will be issued. Thank you very much for your cooperation. Very truly yours, Jame F. King, Presid Board of Trustees JFK:lms • Cc: Ed Forrester, Code Enforcement • III SENDER: COMPLETE THIS SEC TIOti '," +'+ T' ,�r,- + ^-t °'DELIVERY • Complete items 1,2,and 3.Also complete A y ,,,' Item 4 if Restricted Delivery is desired. ./ -'° ❑AgNtt • Print your name and address on the reverse X ee ❑Addressee so that we can return the card to you. g. -, q!,, , C. •: e of a • Attach this card to the back of the mailpiece, '�%� � •)Ai or on the front if space permits. j(L� �� D. Is delivery address• - from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: to ,m ,4-tA\15 .JUIctqVil VarKS 31a nQ&1,1 Pita --Ok0i. 3. Service Type • h �^ 17�t ertifled Mall ❑Express Mall CLL O t ( '� 3 J ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. A RaniTI Maa rbu..e...o s.._,_-. ❑Yes 2. Argot alarm PS Fom _2595-02-M-1540 U.S. Postal Service IT CERTIFIED MAIL, RECEIPT n- (Domestic Mail Only;No Insurance Coverage Provided) 0- For r delivery information visit our website at www.usps.comT, r‘.. OFFICIAL USE co tr- ru Postage $ Jc�olp rn Certified Fee i 0 J 4,,L. Return Receipt Fee +'Postmark �• (Endorsement Required) �QIF?(4re - O ?J CO Restricted Delivery Fee V O (Endorsement Required) `v ul L rU Total Postage&Fees $ �ts� /a / ...0 entTo (,��-,(,�[,1,^ q-/;�yy�1►� /y °P� �/r 0 Street,Apt.o a-ha k____!__Se`of a eo_ `ar+5 N or PO Box No. 39 1 5 Rase p -C—col, City,State,ZIP+4 -'"-"" i 193S PS Form 3800.August 2006 ace Reverse for Instructions • 10 ofSOUr_ ,i� � /y� Southold Town Hall Annex •� �O 4 54375 Route 25,P.O. Box 1179 EDWARD FORRESTER * *; Southold,New York 11971-0959 DIRECTOR OF CODE ENFORCEMENT , Telephone (631) 765-1939 ��` Facsimile(631) 765-6639 e-mail: OlyeaUl s�;;ii.•� ed.forrester @town.southold.ny.us TOWN OF SOUTHOLD MEMORANDUM JAN 2 3 2008 TO: Dave Bergen, Southold Town Trustee FROM: Ed Forrester, Code Enforcement' s DATE: January 23, 2008 RE: Inspection, Parks, Jonathan &Andrea,Permit#6555, SCTM# 1000-111-9-5.1 & 5.2 Conducted inspection of site per your request. It appears that fill that has been placed on the site exceeds the elevation permitted. However, this determination is based on my own observation. It is recommended that you instruct the applicant to have the elevation at the site certified by a licensed professional to determine if the elevation is indeed excessive. .,,uuun to approve the application. .` � Y: Second. T rcuSTEE KING: All in favor? (ALL AYES) TRUSTEE DOHERTY: Number two, JAIME SANTIAGO requests a Transfer of Wetland Permit #4284 from George Case to Jaime Santiago as issued on February 24, 1994, and to Amend Permit #4284 to repair the beach stairs with the addition of two landings no larger than 32 square feet, and to renovate the existing beach house. Located: 3745 Nassau Point Road, Cutchogue. Basically he is doing everything in-place, he is just adding one more platform on the top because that's a rather long stretch, and as it says in here it will be no larger than 32 square feet, as in the code and this is exempt from the LWRP because it is just replacing what is there. We do not have a report from the CAC. I make a motion to approve the as submitted. TRUSTEE DICKERSON: Second. TRUSTEE KING: All in favor? (ALL AYES) TRUSTEE BERGEN: Number three, ANDREA PARKS requests an Amendment to Permit #6555 to move the proposed in-ground swimming pool 6 feet closer to the top of the bluff. Located: 3995 Nassau Point Road, Cutchogue. I went out and looked at this, it was found inconsistent under the LWRP, and that was because it was decreasing the distance between the bluff and the pool, the distance between the pool and bluff was decreased or being requested as a decrease, and the CAC went out and looked at it and they resolved not to support the application to move the proposed pool 6 feet closer to the top of the bluff. They did this because they felt that it would be too close to the top of the bluff. I don't know if there is anybody here representing? If you would introduce yourself please? MR. PARKS: I am John Parks. I am the home owner. TRUSTEE BERGEN: I did go out and look at this also and a concern I discovered was that in the original permit you came in for you proposed a retaining wall between your property and the next door neighbor's property to the north, and I noticed that it looks like the grade was filled in. I don't know if you buried the wall or the wall was not put in there, I did notice that there is the retaining wall that runs parallel to the bluff from your property going over to the property to the north. Did you do that other wall also and it's buried? MR. PARKS: Yeah, there is some measure of wall between the two properties. That was anticipated before the neighbor was putting in a retaining wall, so if they didn't have the front part, then our dirt would have spilled out, but now we both put one in across the front. TRUSTEE BERGEN: Correct. MR. PARKS: And there is also the wall that is still in the back. TRUSTEE BERGEN: I just didn't see it because I guess it is buried. The concern I had is the area between the current retaining wall that is there that again runs parallel to the top of the bluff and the bluff itself. In that area I did not notice any drywells. I noticed your 14 • ,,F,...__ • James F.King,President "110 SOU/ Town Hall Jill M. Doherty,Vice-President IsI1 53095 Route 25 ; P.O. Box 1179 Peggy A. Dickerson 411 Southold,New York 11971-0959 Dave Bergen G i Bob Ghosio,Jr. � � Telephone(631) 765-1892 y��UN� Ai•O. Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 12, 2007 Mrs. Andrea Parks 3995 Nassau Point Rd. Cutchogue, NY 11935 RE: 3995 NASSAU POINT RD., CUTCHOGUE SCTM#1 1 1-9-5.1 Dear Mrs. Parks: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed., December 12, 2007: WHEREAS, ANDREA PARKS applied to the Southold Town Trustees for an Amendment to Wetland Permit #6555 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated November 19, 2007, and, WHEREAS, said application was 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 application be found Inconsistent with the LWRP, and specifically Inconsistent with the following coastal policy: Policy 6.3 — Protect and restore tidal and freshwater wetlands, and, WHEREAS, the applicant has previously received an approval from the Board of Trustees dated March 21, 2007, providing for the location of the proposed structure at a distance that, in the Board's judgment, would further Policy 6 to the greatest extent practical, while accommodating for the applicant's need for relief from the strict requirements of Chapter 275, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, • 2 • WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure, in the location applied for, does not comply with the standards set forth in Chapter 275 of the Southold Town Code, and, WHERAS, the Board has determined that the structure, in the location applied for, will have a detrimental effect upon the health, safety and general welfare of the people of the town, and, NOW THEREFORE BE IT, RESOLVED, that for the foregoing reasons, and based upon the application's failure to meet the standards contained in Chapter 275 of the Town Code, that the Board of Trustees deems the proposed project to be Inconsistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, based on the location of the proposed structure and it's proximity nearby the top of the bluff, and, BE IT FURTHER, RESOLVED, that the Southold Town Board of Trustees DISAPPROVES WITHOUT PREJUDICE the application of ANDREA PARKS to Amend Wetland Permit #6555 to move the proposed in-ground swimming pool 6' closer to the top of the bluff, and as depicted on the'survey prepared by MCH Design Services dated November 16, 2007. This is not a determination from any other agency. Sincerely, ti, ,, tO /James F. King, P sident President, Board of Trustees JFK:lms ��_,__ • }1,�,•I 1S% FOL4.Ca LL r{ , 4 Donald Wilder,Chairman y Town Hall,53095 Main Rd. Lauren Standish,Secretary ; ,y. P.O.Box 1179 kr its Southold,NY 11971 '- ' f� ���`rd Telephone(631)765-1892 = �'`r Fax(631)765-6641 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., December 5, 2007, the following recommendation was made: Moved by Jack McGreevy, seconded by Chris Kempner, it was RESOLVED to NOT SUPPORT the Amendment application of ANDREA PARKS to Amend Permit#6555 to move the proposed in-ground swimming pool 6' closer to the top of the bluff. Located: 3995 Nassau Point Rd., Cutchogue. SCTM#111-9-5.1 Inspected by: Jack McGreevy, Chris Kempner The CAC does Not Support the application because the proposed pool location is too close to the top of the bluff. Vote of Council: Ayes: All Motion Carried • „ iN"-' - James F. King,President • �of SOOT Town Hall • yo Jill M. Doherty,Vice-President O � 53095 Route 25 Peggy A. Dickerson P.O. Box 1179 Southold, New York 11971-0959 Dave Bergen cn Bob Ghosio,Jr. � 0 Telephone (631) 765-1892 04UNT`(, 0 Fax (631) 765-6641 0 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Southold Town Board of Trustees Field Inspection/Work session Report Date/Time: I z(et 67 ANDREA PARKS requests an Amendment to Permit #6555 to move the proposed in-ground swimming pool 6' closer to the top of the bluff. Located: 3995 Nassau Point Rd., Cutchogue. SCTM#111-9-5.1 Type of area to be impacted: / _Saltwater Wetland Freshwater Wetland Sound v Bay Distance of proposed work to edge of above: VP -t of Town Code proposed work falls under: � Chapt.275 Chapt. 111 other Type of Application: Wetland_Coastal Erosion_/Amendment_Administrative _Emergency Pre-Submission Violation Planning Info needed: . Modifications: Conditions: ' :_r ('1 S -- - �- S ( h� �•� (( ?. Present Were: _J.King _J.Doherty_P.Dickerson D. Bergen_ B. Ghosio, Jr H. Cusack D. Dzenkowski Mark Terry other Form filled out in the field by Mailed/Faxed to: Date: Environmental Technician Review L.oct-k r 0o I has (Gtnd V7'4 S t 62 —� 1 0'4..,2_11,ct c k, a<, Ss' Inlbn -h,4 aveen I4,1 -fit --(-'-�, cs in,14r. 1 • ;:ii'...4F'iiii. ...*41r... _ . ''''''''K r 41. fi✓ a .' R y � p4 4 = : �1.1 i f x. - 4` , . � � y gala .F 0 .-/.----,,- re-4aq -.. ` _ , Vv-----: - I::.3,'-'..2..,,,.. • S Standish, Lauren From: David Bergen [bergend @sunysuffolk.edu] Sent: Tuesday, June 17, 2008 11:19 AM To: Standish, Lauren Subject: FW: Meeting notes Please place a copy in both the Santiago and Parks files. Thanks, Dave Original Message From: David Bergen Sent: Tuesday,June 17, 2008 11:18 AM To: 'info @zizzihomes.com';jamescmckinnon @aol.com;kohakupoint @yahoo.com;'JParks @DNKna.com' Subject: Meeting notes Everyone, Thank you very much for meeting with me on Friday. To summarize our solution to the elevation challenge, the Parks have agreed to create a swale on their property along their north property line in the approximate area from the bend of their driveway seaward to a spot about even with the northeast corner of their house. This swale will catch the water from their property and cause it to flow to the multiple catch basins which were located on their property under the large mound of soil. The Santiagos have agreed to create a small berm along the same property line area described above. Both parties agreed to plant native species of trees or shrubs along the property line which will also assist with ground water absorption. With these efforts in place, we all hope that it will bring both parties into compliance with Chapter 236 of the Town code for drainage. Again, I hope that these measures will enable both projects to move forward to completion. Thank you very much for your cooperation with this matter. Please do not hesitate to contact me if I can be of further assistance for you. Dave Bergen Southold Town Trustee 765-1892 6/17/2008 • James F. King, President ,••I*QF SU(/jy0 Town Hall Jill M. Doherty, Vice-President � �� 4 53095 Route 25 P.O. Box 1179 Peggy A. Dickerson Southold, New York 11971-0959 Dave Bergen John Holzapfel � � ��1 Telephone (631) 765-1892 �� TY, • Fax(631) 765-6641 COUNT( .i� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD APPLICATION FOR AN AMENDMENT TO A WETLAND PERMIT DATE /1 )9A 7 OWNER Nir1 O\ceo fl2( PHONE :? 74-3. 4 -- , ADDRESS n�c1��`� �"�` a '14 CO) d 63,teiry.),�U� 9 - l 11 AGENT PHONE ( A ADDRESS N; . A . PROPERTY LOCATION 3 9 �� GUM Po( -f ecA f•��G.�•� - iC( i sm' TAX MAP NO. 1 000 — )r 1 -7 S, U xe Andi,e_Ck Rt. V" `j request an Amendment to Permit# .---31).:-7- = to i' i'� -- ,z. COQ �T y o\ 6 { �C�t C U`' ?r j { ,p Q •k ik.. l e • ‘REcEllwo 19 Southhold Town Board of Trustees ( C'' • JONATHAN & ANDREA PARKS 3995 NASSAU POINT RD CUTCHOGUE 1 1935 SCTM# 1000-111 -9-5.1 & 5.2 PROPOSED ACTIVITY: Construction of • 30' x 50 (irreg.) two-story addition to the existing dwelling* • 11 ' x 45' deck/porch* • 20' x 50' inground swimming pool and required fencing to Code* • 1 1 5' retaining wall seaward of proposed i/g pool to contain ±765 cy clean fill from approved upland source to backfill pool drywells and raise elevation to 56', returning approximately 120' adjacent to property line.* Total lot coverage 13% 17.0 5/11 /2007 ArMAY 2007 bi Southold lows Hv Beard of Trustees • • PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: i ( 'i 1v IyVt N61 u �o C ii'1)44t tt Talc ,) f C, 'AAK v 1,t �i 6l.(/c.. 64 &kf. i i t tA c A `L It fcti 'A't Uti') ` �t�titN \v`';'lf'u 1^p �oK 1(11 O ( UUUt , /J. STATE OF NEW YORK COUNTY OF SUFFOLK GNU) , residing at;' ty< TJIMFJ y ' Kr7, 6 Ora(CIt�t, U i.15 , being duly sworn, deposes and says that on the day of ."9 ,c. , 20 ' deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said :ersois as shown on the current assessment roll of the Town of Southold; that said Notices er: mailed at the United States Post Office at b)fL Li 0(:L Vt , that said Notices wer:m, ed to each of said persons by (certified) (registered)mail. — Sworn to before me this J Day of /Cc C_ , 20 0) Notary Public .�Wtf2EN M.STANDISH ?m ary Public,State of New York No.coiST61640 guilty d,omrn ssion E Expires April 9, 0// U.S. Postal Service,. CERTIFIED MAILTM RECEIPT N (Domestic Mail Only;No Insurance Coverage Provided) 0 r' For delivery information visit our website at www.usps.corn® CACHOU NY 11 X., r.. ru Postage $ $0.41 r� �s. u7-0 O Certified Fee f• 0 $2.65 �` CI Postnftark C1 O Return Receipt Fe U7 ca O (Endorsement Required)) 1 r Ir Restricted Delivery Fee C (Endorsement Required) $0.00 / e-4 cf�.C,r,3) rn Total Postage&Fees $ $3.06 12/04/200T---:--- Isl (Sent To r`- j r reet Apt.No. ?o x 14 1 k �...r PO Box No. CO t ; t C=ity,State.ZIP+4 C v 1;y f 061 U t P,J I I 5( PS Form 3800,June 2002--'` l (, Il- See Reverse for Instructions-. U.S. Postal Service,. co CERTIFIED MAILTM RECEIPT cr (Domestic Mail Only;No Insurance Coverage Provided) ci N For delivery Information visit our website at www.usps.com® ROSLYN HEIG 4TS;1?. 11577 ru Postage $ $0.41 64 a .tit r1J �� O Certified Fee $2.65 # Postmark ' e O C O Return Receipt Fee $0.00 (y1 Hi % ;> O (Endorsement Required) �a /` 0 Restricted Delivery Fee \ (Endorsement Required) $0.00 . ---6C' ra rg m Total Postage&Fees $ $3.06 12/04/2007 1 { i / / 0 SentTO', i(( .ij:\tlr , 4\(.1UA v N , I.Street,Apt.No.; - ht C Ilk 0)PO Box No. 1 Li )(0 ‘ PIMA/ / I iry,State,Zir6 6 „du ft t(t i ' r ((,)-1-1..._ 'PS.Form 3800,June 2002 See Reverse for Instructions U.S. Postal Service,. rR CERTIFIED MAILTM RECEIPT co (Domestic Mail Only;No Insurance Coverage Provided) N For delivery information visit our website at www.usps.come i SAT W ANESlii:11750 ..Dh- I i flJ Postage $ $0.41 0 CUT Ch� p Certified Fee $2.65 ti On 0 �Ostmark , e In Return Receipt Fee i 1 Here O (Endorsement Required) ,i.. Restricted Delivery Fee ' 1 21 a $0.00 (Endorsement Required) • r-9 Cos.,. rri Total Postage&Fees $ $3.06 12/041a¢iA?i ^`� /1 ( � /�` I O Sent To \ ,n t ,, i,N�t, p{Go CI Street Ap N of POBoxtNo. 1 V t t���{ (L t_G�W 44" F. City,State. JP+4 i_)i,,./ 43 L . I 1 VTv PS Form 3800,June 2002 See Reverse for Instructions • • /// - g / PROOF OF MAILING OF NOTICE - 9 - , j ATTACH CERTIFIED MAIL RECEIPTS / // - ) // --'- c9)a lll - - 3 \ Name: Address: �)" I,oJ(`a vn \/ooy, Dune_ �C Vlc.p I 1 5 � Lf-I!© I� eo r).6- ()k 35 \N©o we N.. p 4 f 11 -9 - I i\ A CD �i�p �c�Yk S, 1S NY ioo��� •1 u �� Cc\ \'` v , Kv-`l f 4ci STATE OF NEW YORK COUNTY OF SUFFOLK o mo p d. T 3 , residing at 39 qs- d\ , tt9c ' N� f 135,being duly sworn, deposes and says that on the (LE day of Kokje,h4,et, 20 01-, deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at ,that said Notices 1 e mailed to each of said persons by (certified) (registered)mail. II S iv Sworn to before me this IT Day of WOient-(IeV , 200 7 Notary P •lic BARBARA McKINNON Notary Public-State of New Ydrk No.01 MC6101870 Qualified in Suffolk County My Commission Expires Nov.17,20// • S J &(rni Sot/Ai-lap \ o CQo1..a(-Ve (04 re ric ct S+A0 s , 1 ) (0 , ( IDarrie i u\C-1 - S3c' F , 4N , Ay ny /0 40a.c. naSsa_Lk e4, eu -P vt,%Una. I ( - = - fl (C c(\c L) So_a 14 Je sco, Noa 0sk I4--Q-C I ,fl II SY X'a.0- Q g4UUxtiy €iL' NIQSSim.o PO6 NI Ca4c (rc C ll�l�s I I - — mot ()anal t I rut ( Ph4u(- ) 9 110 Rot scut PA C ude � t,� I U.S. Postal Service , i i CERTIFIED MAIL , RECEIPT I r[1:1 (Domestic Mail Only;No Insurance Coverage Provided) 1 MI For delivery information visit our website at www.usps.com v I 0- I m cu z;1 r' NF1 1 liC L USE! k '''''- %,-,' ,... 1 . op ru m En Postage $ Certified Fee Return Receipt Fee cj (Endorsement Required) $0.97 $2.65 $2.15 0971 _ Postmark r 44-lere i 1:7] Restricted Delivery Fee , 1 cp (Endorsement Required) $0.0 1 e'i+ 1,4 1'1 • r.- Total Postage&Fees $ $5•77 11/24992--- I= : Sent Tots1,4 vise N \ .'16 u n (AY 1:3 E3 Street,Apt V:,:j _ r,- or PO Box No if-I(12) 1\10.,. .1:11), -„irlf al CI tate ZI•+4 t All 11,1 042 NV (pas- , PS Form 3800 August 2006 See Reverse for Instructions U.S. Postal Service CERTIFIED MAIL . RECEIPT i ...13 (Domestic Mail Only;No Insurance Coverage Provided) Q. r-4 For delivery information visit our website at www usps com er N it I. Ow: AL USE ... m r- $0.97 me 0 Postage $ c0 I1J CI,' = Certified Fee $2.65 WA/ .....,„ m 4445t1.nadc 90 0 Retum Receipt Fee 40 .?.?.,! 0 (Endorsement Required) $2.15 -...i C3 Restricted Delivery Fee (Endorsement Required) $0.00 / 1:3 r-R Total Postage&Fees $ $5.77 11/21/206/ r,-- cm Sent To _ Dain fir 00 v, ci gtreet,Apt No: CI or PO Box No 53S— ea:St- 40CtA 54411 A _ cf.y.:187R,zip+iv,1/4/- I CZ PS Form 3800 August 2006 See Reverse for Instructions = . . ... ,, '-- 14 I '"''' ': ' ,..: ..,--'..-^.• '•-•, '''•,,',--'•. • 1 -,1 I . , .• , -..., ..H. _ ., . 11.4 ... - ‘"1"-••-....-,•"•.`,"..., . t 4-, . 6 ' ''.P4''' iq'' ' `... ..s„6', . • . .. ' .. ."'..... ..1.t› ......4...s.. '• ''''611C. :. .6....„.......,' '4 - 4 *. 4 .• •• --- ' JP 1• . allIllMillb,Z4* . . • •*.••• - - , , • . -,, I" -- .- •. ..., , ., • -• • -- - . ,• ...• ,•. . i.641/4 ,....',:it . • - .. . . - • .40,w0,---'-'.4:",--7, --i. '?I'17,...• '' _ -44' Aim ..„ .,, I ,!-;:„. ** MIII11111.4111111111111111 i i!..1 tt'i , . . 1, ..'.;* , '' ,, .7 ''.1. 1 ... ...- A' ...?-'':3 40,01.111/1/Ner...... ! ';, Mr ? i •X il ,,•• . 1*, 1 ...' , ,•.'' 0 . , .. .. „. ' . ' 14:' 4 I ; , ' . ..,...,, . .., • ••• ,., .., , fr • ' .,AMNIIIIIIIIII * . ' / ..., ze • .,.. . ••„.'=44- - - .:•• , A -e AV . t . . A, ..... . 1 4 ‘...,'...t6 oilk ' -......' -.."1141111111111111111111116 ■' . . A , in, ' . Vir ',. s, , . P. *, -,.., ■f --....... ' .1. - . ..,.,, \ , k,, Aiiiir 4440:04k7r,. ,..t. \ , ''‘ ' IN. ' , • AIM , • ---L. „ •1. ,'-, i • - . .....•• . - - - . . .. .,. ..„-. • • ,, 4, . ., e.!, I ,, . A r* t , , :” 4 (6 I t I ., -ti . , - ■ :411 Y - , 1 lab , I Lk, t 1 "t , t , . . ..„....- , k. i , ' V , . ■e . . ■ 1, + t* Y . 01.1 4 i. _ ,, .. 1 . I ...„. . .„.......... ,..... . • II { r Iiw rr , i j . s .s.- elk zx i*- 3 _�. 1 liftt Se •�"`w6.4 . `��.^'±.A d -sin .aX...�.. eke f, ,, ." _ 'mss . ._. . f,- r 1s �?^F'• >- 'tom. ... ... � .i p« b .. h 1.� ,"j -„ Topographic Survey of Lots 22 & 23 'SCALE 1 30' "Mop of Nassau Point Club Properties, Section A" w A, Filed on October 14, Iglq as Map # 745 ' SGT#'s 1000-111-q-5.1 it 1000-111-q-5.2 E Prepared for: Jonathan 4 Andrea Parks s Surveyed: Oq-28-06 !I Situate: Nassau Point Town: Southold I' Suffolk County, NY Datum: Mean Sea Level Tennis Court \ ,''''''' 415.0' ;" , --- ---- := o,,,;'` o,;,; ` . 6 -z s 0•��- �,b :, 16 fl _ 54 @ I '3 fl 0 J —* 1 : ,: iiiii ; 111 : iii : i Q Gq�L o co cye, ��^ Z 1,Ot # 22 ` $6 a S ZSGT -------- 0 -'t? 1000-111-q-5.2 \' — *„, 1E- .ss, 1/4t), % %,\\, ,];_‘‘, '', '12.r; ; ;-' ,--', ',, r- k! -- — -=':- ;I'' 4---- — _„ ---*- ss‘„ „, . , , -.. -- ---- -- — , 6 -)rfi,:; 1 1 ; ; ; ; ; ; ; .1 ; ; ; ; ; ; ; ; , overhead wires _ - - — I o- 5 S -- -------- 8 e '"� — — I '' �EIIIIEIIIIE 9gio 6 - j ' `Y <1 ° llllkll�llll,ffiliu/N 6 ���lllllllllllllI ,N �� Frame �k A.1 *. ;� House 23 barage ° __ ; `%.) O 1000-111-q-5.1 , 0 . , • t, , , , , , , , ,, , , , , , , , , , , , \ *6 ilElE '�pE' dpf04*�Ok�1li�ilt *�flEll�pf 1,,, 411.0' \ .> 3? LEA # 24 .... ',- OCT 2 6 2005 6 Robert H. Fox, PLS PO BOX # 538 - RIVERHEAD, NY - PH 631-122-44130 - 10/5/2006 II:00:49AM G:\SLM\pork509-2S-Obpro r ' James F.King, President �*fjF SO(/Tyo Town Hall Jill M. Doherty,Vice-President l0 53095 Route 25 Peggy A. Dickerson l P.O. Box 1179 Southold,New York 11971-0959 Dave Bergen G Q Bob Ghosio, Jr. 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 / Y2 constructed Project complete, compliance inspection. c"'E<�i11.Ir��,�Ca'-I�i ,: if��le%''rl P"..�i./ '1'l//.,i� ,.a. 4,��,glfirfl�.•... :y!_,; a,.ai�`�g„� ..,';, •.r^roc a�i�'i• +�,, � � . � � �� � 1 IQ�G •a�1 1 K �_ 1 !i l�Irr 1fi.1�• ,. BOARD OF SOUTHOLD TOWN TRUSTEES ' SOUTHOLD, NEW YORK E PERMIT NO. 6555 DATE: MARCH 21, 2007 sa ff,:>• ISSUED TO: JONATHAN &ANDREA PARKS 4 PROPERTY ADDRESS: 3995 NASSAU POINT RD., CUTCHOGUE :rrer SCTM#111-9-5:1&5.2 AUTHORIZATION Y Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of %tar Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 21,2007,and in consideration of application fee in the sum of$250.00 paid by Jonathan&Andrea Parks y�Cl� and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees rrrlry� authorizes and permits'the following: y Wetland Permit to construct a 301X 50' two-story addition to the existing dwelling, construct an 11' X 45' deck/porch, install a 20'X 50' in ground swimming pool and required fencing to Code, construct a 115' retaining wall seaward of proposed = in-ground swimming pool to contain +/-765 cy. clean fill from an approved upland soure 3: . h to backfill pool drywells and raise elevation to 56', returning approx. 120' adjacent to k - , property line,with the condition. a line of staked hay bales is installed prior to any construction, and drywells are installed to contain all run-off and pool backwash, and as =` ay.,r depicted on the plans prepared by MCH Design Services dated April 1, 2007. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. a'a�.o `fiFA`FktEt�F`t�•�➢Ae��a�u SAI..n'&"Sr'�ASxYaBa .'ii' �Ci � ' ,r (1�i! �� �� l�i�ll 1 11o�a •r I I�i �r I 11� l � �. - :6i�� (.��i? TERMS AND CONDITIONS The Permittee Jonathan&Andrea Parks,residing at 3995 Nassau Point Rd., Cutcho ug e,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. 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 pass 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 Suffolk County Department of Real Properties Office 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 so�jy Town Hall Jill M. Doherty,Vice-President ,`O� O01 0 53095 Route 25 P.O. Box 1179 Peggy A. Dickerson l Southold,New York 11971-0959 Dave Bergen G Q Bob Ghosio,Jr. a� Telephone(631)765-1892 �y '04UNTY, Fax(631)765-6641�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 21, 2007 Ms. Catherine Mesiano Catherine Mesiano, Inc. 12 Mill Pond Lane East Moriches, NY 11940 RE: JONATHAN & ANDREA PARKS 3995 NASSAU POINT RD., CUTCHOGUE SCTM#1 11-9-5.1&5.2 Dear Ms. Mesiano: The Board of Town Trustees took the following action during its regular meeting held on Wed., March 21, 2007 regarding the above matter: WHEREAS, Catherine Mesiano, Inc. on behalf of JONATHAN & ANDREA PARKS applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated October 25, 2006, and, WHEREAS, said application was 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 application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policy 6 of the Local Waterfront Revitalization Program to the greatest extent practical through the imposition of the following Best Management Practice requirements: a line of staked hay bales installed during construction and drywells to contain run-off and pool backwash, and, 2 WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on March 21, 2007, 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 this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, 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 requirement 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 approve the application of JONATHAN & ANDREA PARKS to construct a 30'X 50' two-story addition to the existing dwelling, construct an 1 V X 45' deck/porch, install a 20'X 50' in-ground swimming pool and required fencing to Code, construct a 115' retaining wall seaward of proposed in-ground swimming pool to contain +/-765 cy. clean fill from an approved upland source to backfill pool drywells and raise elevation to 56', returning approx. 120' adjacent to property line, with the condition a line of staked hay bales is installed prior to any construction, and drywells are installed to contain all run-off and pool backwash, and as depicted on the plans prepared by MCH Design Services dated April 1, 2007. 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, JaM F. King President, Board of Trustees James F. King,President O��QF S�U�yO! Town Hall Jill M. Doherty,Vice-President P.O. Route 25 P.O.Box 1179 Peggy A. Dickerson Southold,New York 11971-0959 Dave Bergen a0 Telephone(631)765-1892 Bob Gho s io, Jr. Fax(631)765-6641 Common BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: n[S..q-Qo- u�-S Please be advised that your application dated 10 06 has been reviewed by this Board at the regular meeting of 3 a►10*2 and the following action was taken: cz)) Application Approved (see below) ( } Application Denied (see below) Application Tabled (see below) If your application is approved as noted above, a permit fee is now due. Make check or money order payable to the Southold Town Trustees. The fee is computed below according to the schedule of rates as set forth in Chapter 97 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. COMPUTATION OF PERMIT FEES: -- tAcLq 10 aLL 1`ru �RS? --a Ski,Bch +Y+S�.ec fi o� S�1 Oa f , r6-1Q v c c. TOTAL FEES DUE: BY: James F. King, President Board of Trustees F0(,��o Gyp Telephone p Town Hall (631)765-1892 W l 53095 Route 25 P.O.Box 1179 y Q� Southold,New York 11971-0959 CONSERVATION ADVISORY COUNCIL TOWN OF SOUTHOLD At the meeting of the Southold Town Conservation Advisory Council held Wed., March 14, 2007, the following recommendation was made: JONATHAN & ANDREA PARKS to construct a 30'X 50' two-story addition to the existing dwelling, construct an 11'X 45' deck/porch, install a 20'X 50' in-ground swimming pool and required fencing, construct a 115' retaining wall seaward of proposed in-ground swimming pool to contain +/-765 cy. clean fill from an approved upland source to backfill pool drywells and raise elevation to 56' and to tie in with proposed retaining wall on adjacent lot to north. In-place replacement of +/-210 If. of bulkhead, in-place replacement of +/-75 If. steps on bluff face, in-place replacement of +/-11'X 11' wood deck at top of steps, and 10'X 20' wood deck at bottom of steps. Replacement of+/-8' steps from top of bulkhead to grade, and three tier retaining walls +/-600 If. on bluff face to create terracing for erosion control. Walls to tie in with terracing on adjacent lot to north. Located: 3995 Nassau Point Rd., Cutchogue. SCTM#1 11-9-5.1&5.2 The CAC did not make an inspection, therefore no recommendation was made. i -�.. tea• _ •✓ }��' � �.�-� :f� ti .�r .� � 1: i �- ... III. i�.�W . d' ¢yr +. • i. '4_ ` 1. i i _ �. --- ''C'_� � - - - � _ rY �1,: ... �i _ � _ _ y : ._ is L l y' ��. � �,. Y.. ..'� s� 4 V PUS 1� 5 { .�y•' ,�. � is o- `f 00 aiA � ti Tor S James F.King,President ��0� SO!/ry� Town Hall Jill M.Doherty,Vice-President ,`O �� 53095 Route 25 P.O. Box 1179 Peggy A.Dickerson 1�[ Southold,New York 11971-0959 Dave Bergen Bob Ghosio,Jr. 0� �� Telephone(631) 765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Southold Town Board of Trustees Field Inspection/Work session Report 3- I -0- Date/Time: JONATHAN &ANDREA PARKS request a Wetland Permit to construct a 30'X 50'two-story addition to the existing dwelling, construct an 1 VX 45' deck/porch, install a 20'X 50' in-ground swimming pool and required fencing, construct a 115' retaining wall seaward of proposed in- ground swimming pool to contain +/-765 cy. clean fill from an approved upland source to backfill pool drywells and raise elevation to 56' and to tie in with proposed retaining wall on adjacent lot to north. In-place replacement of+/-210 If. of bulkhead, in-place replacement of +/-75 If. steps on bluff face, in-place replacement of+/-11'X 11'wood deck at top of steps, and 10'X 20'wood deck at bottom of steps. Replacement of+/-8' steps from top of bulkhead to grade, and three tier retaining walls +/-600 If. on bluff face to create terracing for erosion control. Walls to tie in with terracing on adjacent lot to north. Located: 3995 Nassau Point Rd., Cutchogue. SCTM#111-9-5.1&5.2/(�� AO&4: l.!%1 -Ke 1YW (A,1Q Type of area to be impacted: _Saltwater Wetland Freshwater Wetland _Sound ` Bay Distance of proposed work to edge of above: Part of Town Code proposed work falls under: _Chapt.275 Chapt. 111 _other Type of Application: / Wetland_Coastal Erosion_Amendment Administrative _Emergency Pre-Submission Violation Info needed: Modifications: 'n,2!4 Conditions: Prese Were_ King = Doherty_TP Dickerson `D. Bergen`�. Ghosio, Jr �H. Cusack D. Dzenkowski Mark Terry others C ,� ..� Mailed/Faxed to: Date: Environmental Technician Review -Pm VC Uam', (�1_6)�rr �'UOL 0L+ dry,"a a on 14,1 bI tod_..t h G�rC12 LeA�' rcvi el..Jc ACE James F. King,President ��OF S�UrO Town Hall Jill M. Doherty,Vice-President h0 yl0 53095 Route 25 Peggy A.Dickerson P.O.Box 1179Southold,New York 11971-0959 Dave Bergen G Q �O Telephone(631) 765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Southold Town Board of Trustees Field Inspection/Worksession Report Date/Time: l ! 0 6(p Name of Applicant: A�,Ay,, �ar ks Name of Agent: Property Location: SCTM#& Street Brief escription of proposed action: 4414L _ Type of area to be impacted: _Saltwater Wetland Freshwater Wetland —Sound Front VBay Front Distance of proposed work to edge of above: Part'of Town Code proposed work falls under: _Chapt.97 —Chapt. 37/_other Type of Application: Wetland_Coastal Erosion_Amendment_Administrative _Emergency Info needed: Modifications: fiti•,oy� b y (� � ,�,, V1 Conditions: \n 0 -- � V ✓ e V�G!r l d Present Were: �J Ktngherty' .Dickerson D. Bergen Other: Mailed/Faxed to: Date: Comments of Environmental Technician: JAIME & NANCY SANTIAGO 10 CEDARFIELD TERRACE ST. JAMES, NY 11780 January 10, 2007 Town of Southold JA N 1 2 2007 Board of Town Trustees I Town Hall 53095 Route 25 P.O. Box 1179 Southold,NY 11971-0959 Dear Town Trustees: My name is Jaime Santiago, my wife Nancy and I are the new owners of 3745 Nassau Point Road, SCTM # 1000-111-09-4.1. Our property is adjacent to a parcel which is currently under review in reference to a bluff violation. The adjacent property is 3995 Nassau Point Road, SCTM # 1000-111-09-5.1 and 5.2., the owner of this property is the Parks family. My wife and I have been following the erosion problem of the bluff on the Parks property and the efforts on the part of the Town Trustees to correct the resulting damage to the bluff as well as developing a long term fix to this erosion problem. Obviously, as the contract vendee and now as the owner of this property, I am very concerned in reference to the possible loss of my staircase, my beach cabana and the overall health of this bluff. We attended the November meeting and were quite concerned that there were no plans for the review of the Board. We were quite concerned to hear that December passed and there were no plans prepared for that December meeting. Over this period of time, I have had engineers and other consultants reviewing the site conditions. It became evident, after our review, to all involved that there should be a joint solution between my property and the Parks property. To achieve that goal, I have had a joint meeting of the consultants for both the Parks and my properties. We have worked to develop a plan which would be mutually beneficial to both our parcels and hopefully to the Southold Town Trustees and the Town of Southold. We are aware that there is a hearing on January 24, 2007 and a Board site meeting on January 15, 2007. We wish to be at both these meetings to participate in the discussion of a solution to the erosion on the bluff of the Parks property. We will be filing a formal application for work to be done on my property to mutually join with the work that will be done on the Parks property. You will be receiving a survey which reflects both the Parks property and my own. The plan will show a retaining wall across the lower section of my tennis court proceeding across to the Parks property. This area will have drainage structures which will move water away from the bluff. We will be developing a re-grading plan for the top of the bluff to move water to inlets away from the bluff and into drywells. My property on the bluff slope currently has a series of retaining walls. Hopefully, our plan will continue these retaining walls across our mutual property line into the area of the current erosion and help to stabilize that area. These elements of a joint plan will be present on the common survey that you will be receiving. We realize that our application will need to be submitted with public notice for comment and review by the Town Trustees. We would hope not to delay your actions in reference to the Parks application. The repair of the bluff with regard to the erosion that has taken place is of utmost importance to us. For that reason, we hope you can move on the matter before you of repairing of the bluff as soon as possible. Hopefully, with an understanding of what we are submitting, you can act on the issue regarding the Parks property and be prepared to act on our application at the appropriate time. If I can be of any assistance or if you wish to discuss this matter with me, I can be reached at my office (631)-471-4422, or on my cell phone (631)-433-6199. 1 look forward to working with your Board, and, more importantly, living in the Town of Southold. We look forward to being part of a wonderful community and a beautiful environment to raise our children in. Res cti ely s bmitte Jaime & ncy a sago y� Telephone O Town Hall (631)765-1892 _ 53095 Route 25 P.O.Box 1179 Southold,New York 11971-0959 CONSERVATION ADVISORY COUNCIL TOWN OF SOUTHOLD At the meeting of the Southold Town Conservation Advisory Council held Wed., November 8, 2006, the following recommendation was made: Moved by James Eckert, seconded by Don Wilder, it was RESOLVED to SUPPORT the Wetland Permit application of JONATHAN & ANDREA PARKS.to. repair the damage to bluff using approx. 200 cy. of fill; replace existing bulkhead to secure bluff; repair and replace (where needed) existing stairs to beach; re- grade yard and install plantings to prevent further erosion; install drywells and catch basins in front yard.to prevent water from reaching bluff; re-grade and install retaining walls (approx. 80' from bluff) to level portion of waterside yard; and TABLES the application to construct 32'X 50' addition to existing dwelling; install pool and patio; and SUPPORTS the application to re-vegetate bluff with beachgrass approx. 18" on center. Located: 3995 Nassau Point Rd., Cutchogue. SCTM#1 11-9-5.1&5.2 Inspected by: James Eckert The CAC Supports the application for the work on the bluff, bulkhead, and stairs with the Condition of a 20' non-turf buffer. The CAC Tables the application of all the proposed upland work until a detailed plan is submitted, with dimensions. Vote of Council: Ayes: All Motion Carried ��S�FFOL�-rO ELIZABETH A.NEVILLE ��Q Gy� Town Hall, 53095 Main Road P.O. Box 1179 TOWN CLERK y Southold, New York 11971 REGISTRAR OF VITAL STATISTICS Fax (631) 765-6145 O � � MARRIAGE OFFICER �'� �Q� Telephone (631) 765-1800 RECORDS MANAGEMENT OFFICER southoldtown.northfork.net FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD APPLICATION FOR PUBLIC ACCESS TO RECORDS INSTRUCTIONS: Please complete Section I of this form and give to Town Clerk's Office (agency Freedom of Information Officer) . One copy will be returned to you in response to your request, or as an interim response. SECTION 1. TO: �� Oil'-.lJ �� � �Ctsic�-S . (Department or Officer, if known, that has the information you are requesting.) RECORD YOU WISH TO INSPECT: (Describe the record sought. If possible, supply date, file title, tax map number, and any other pertinent information. ) Signature of Applicant: Printed Name: ��. c �� ��'����✓ Address: r Mailing Address (if different from above) :- Telephone Number: V77—/ 1slS' _ Date: �� 3/ UC, ______________________________________________________________ RECEIVED [ ] APPROVED [ ] APPROVED WITH DELAY* [ ] DENIED* J o Elizab"A. Neville , SQO�ho�d �jer!' Freedom 'of Information Officer * If delayed or denied see reverse side for explanation. James F. King,President S0!/r1,. Town Hall Jill M.Doherty,Vice-President ,`O� Ol0 53095 Route 25 P.O. Box 1179 Peggy A. Dickerson Southold,New York 11971-0959 Dave Bergen Vs �Q Telephone(631)765-1892 John Holzapfel lrou � Fax(631)765-6641 s BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD EMERGENCY WETLANDS PERMIT Permit No.: 6450E Date of Receipt of Application: September 20, 2006 Applicant: Jonathan & Andrea Parks SCTM#: 111-9-5.1&5.2 Project Location: 3995 Nassau Point Rd., Cutchogue Date of Resolution/Issuance: September 20, 2006 Date of Expiration: N/A Reviewed by: Board of Trustees Project Description: A temporary repair of the damaged bluff due to heavy rains including the installation of a line of staked hay bales and silt fence in order to minimize further damage. Findings: The project meets all the requirements for issuance of an Emergency Wetlands Permit as determined by the Board of Trustees. The issuance of the Emergency Wetlands Permit allows for the operations as indicated on the plan prepared by Creative Environmental Design received on September 28, 2006. Special Conditions: A full Wetland Permit must be obtained in order to conduct any further activity on the bluff. This is not a determination from any other agency. Ja es F. King, Pres' t Board of Trustees A rF �s !*Iaa $ cnc�cs ?)eEAaA NOT To 41 Vy,fiKiNr, PLYWOoD ,qKS �sTeys To / r SEP 2 8 2006 \ _ 2 lit �faNB CF�c Toe of SJ-0(7 3:n 0 6Y .� CIF-�dl� �1� ►''1'FJyfA�L ��c-�} -���: r� ,�n�, .. GPI�3`i-'7°I23 d aE " i �`, �� � � . �.i. a+u ,,� i � � ;..F�,� � ,m 4;� .�' �� .yw.,� �< ly ��1 L., ,^�; ery ° „� , �� =,a � � ,� .� - �. �. �' -�.,�. .ems; ����� �, ��� � �� �,�, � �, �, ~� �'' � �`w ;: � a �� {� � ,: 3�. t �„ �R r � � .� �. t �� � � -� ���iii ,t""P ... Y .... r tee+'" ;: :� � ',,, i `. I ......tea �����2�������� � � \®w � % y . .� \� � � ` �� �� � � ��� . . . ^ � ` � , � � � �` ' { y � ` � + . � � ` � � � ,� .2, 2 � . . a « \2 < . y . . - } ' \ : ? . . . , � , .�� . �\«�� � .. � � $ . �\ \ ? >> y� , 2. . . t§� »§ /: . � � c � �. �� � ± � ° � ��y�. . . .�.. w } ` � � . � . ���d\:< � . . . . « .. .air w ;rs'.v yy. T, S 5r kt t � A a• a� a M.� t� � ����� �' � :�,� �� �r � '�•fit �g ,��. . s wW. a too « 71 p � a 1 ELIZABETH A.NEVILLE = G�� Town Hall, 53095 Main Road TOWN CLERK P.O. Box 1179 C* �? Southold,New York 11971 REGISTRAR OF VITAL STATISTICS • Fax(631) 765-6145 MARRIAGE.OFFICER �'� aQ� Telephone (631) 765-1800 RECORDS MANAGEMENT OFFICER �( `� southoldtown.northfork.net FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD APPLICATION FOR PUBLIC ACCESS TO RECORDS IN Please complete Section I of this form and give to Town Clerk's Office (agency Freedom of Information Officer) . One copy will be returned to you in response to your request, or as an interim response. SECTION 1. TO: z� (Department or Officer, if known, that has the information you are requesting.) RECORD YOU WISH TO INSPECT: (Describe the record sought. If possible, supply date, file title, tax map number, and any other pertinent information.) - ---------------------kz Signature of Applicant: Printed Name: Address: Mailing Address (if different from above) Telephone Number: Date: Date: [ ] APPROVED RECEIVED [ ] APPROVED WITH DELAY* [ l DENIED* Elizab. A. evi le Date Freedom-of Information Officer Southold Towo Clerk * If delayed or denied see reverse side for explanation. en6lOf15 - - to-T9-o s';'H Is i z oz- c I1 Ie 6tI.•s,"a.r r `" yh °j (Ph . ?� it 134U w L6YU -Bp' �e •.i Qv s.x `m- ,- ` a c-SR e s h i° kt6td ' 'i -E�w1 i iect ..- i*{�'i t6,w f, " I', d e 4 _ .ems c •�.m - v�ji t _ • 4 � ...e.,w Ct "-• A y61fl ' ;vyk �Sy�F e v - O 1.0°Ic �'�"a� . t µ... uB 21 Is29�a si°+ )S54 �/ 1' �•' ovi Z �_.. CO- ..„�.ff "�. toes°a•, x r." 1-Liu�l 4 .•"" ' *, LzsuuA No 4 e{I �� �AS./ ----_---- l.lew 2 •`) t`• � tl' TB � 9 5 .e•i .o _4 w �P ��� ••^ v.e.' " y 44 r y5°tJ° t9� w � �y �m.m self x) �a • °.i�i x __--w---- . Gem off' °1) I s i � / s.w i °5 A f fi t 90 m i1� / . .m ; � .9� Im•c zzt a^ • � P5x ° n Cda m .• •. 1 °" d" - 'moo - _ ,. ° a y= • MI SA\Icl 46 E4N" x15 c- � e_f Oelcl•s i S°11 � ' .. t o en ,O J B N • h 'E~ ♦ I al g y 21.1 i s 1]Sf k I n,v f.telcl "v .m _. kl y2. la G y1° w j °�"• ,. I Ltucl � �d�T.oe 21 vuo 1 ° to �' �.xu�i 14 W Law- )f � ' ^^• m u 9 s i ' c s e,�a ems]PILR�Rxva' f :• .� K i x N1 set zee rra w I6.t m• tot _v. D. z2ucl :g:• " ro` 5 / wra- --uxE .p?g $2 •" i y� (O 9S m — — COUNTY OF SUFFOLK C x a.6° SECTION NO �.��m —�'— s_ 1211 O �•~ __ __"__ crz. NOTICE Q E SOUTHOLD E `°^ µ-- " -- -- ..,�.— —_ `"7 'e„;P�q„ . Real Property Tax Service Agency r �� nW p;..._ ,;. '. Can,Y�^;� Hiverlrood,NY 11901 N u, z 111 m .•.�— ..-.. ,..�.'�..... :«-�.�.., _. ... -...:.... -..,.�c �.<- .•-... .. •..�.--. .-•... ..-..:...—au w-._.u_...-..e.w. -. ea.u..._.J-..,`. .c v. 'S000 _ __ _ _P_ROPERIY.J.IM _ a w A MAILING ADDRESS: PLANNING BOARD MEMBERS P.O.Box 1179 JERILYN B.WOODHOUSE o��OF SUUj,�ol Southold, NY 11971 Chair O OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR en 54375 State Route 25 GEORGE D.SOLOMON �OQ (cor.Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND Oly NTY Southold,NY �DU ,� Telephone: 631 765-1938 L Fax: 631 765-3136 ` -`� 'PLANNING BOARD OFFICE �A TOWN OF SOUTHOLD NOV 15 2006 +0 d - ^' jrii^t;;ps To: Town of Southold Board of Trustees From: Mark Terry, Senior Environmental Planner LWRP Coordinator Date: November 15,2006 - Re: Proposed Wetland Permit for JONATHAN &ANDREA PARKS SCTM#111-9-5.1&5.2 Catherine Mesiano,Inc. on behalf of JONATHAN&ANDREA PARKS requests a Wetland Permit to repair the damage to bluff using approx.200 cy. of fill;replace existing bulkhead to secure bluff;repair and replace(where needed)existing stairs to beach;re-grade yard and install plantings to prevent further erosion;install drywells and catch basins in front yard to prevent water from reaching bluff;re-grade and install retaining walls(approx. 80' from bluff)to level portion of waterside yard;construct 32'X 50' addition to existing dwelling;install pool and patio;and re-vegetate bluff with beachgrass approx. 18"on center.Located:3995 Nassau Point Rd.,Cutchogue. SCTM#111- 9-5.1&5.2 The proposed action has been reviewed to Chapter 268,Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program(LWRP)Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available to me,it is my recommendation that the proposed action is INCONSISTENT with the denoted following Policy Standards and therefore is INCONSISTENT with the LWRP. Policy 6 Protect and restore the quality and function of the Town of Southold ecosystem. 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction 1. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions. The proposed distance from the pool to the bluff(restored)is 80 feet; a minimum setback distance of 100 feet is required pursuant to Chapter 4 275-3. Findings; purpose; jurisdiction; setbacks. Please require that the applicant amend the application to meet the above policy to the greatest extent possible. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. JONATHAN & ANDREA PARKS 3995 NASSAU POINT RD CUTCHOGUE 11935 SCTM# 1000-1 1 1 -9-5.1 & 5.2 PROPOSED ACTIVITY: FEB 2 Construction of • 30' x 50 (irreg.) two-story addition to the existing dwelling" • 1 1 ' x 45' deck/porch* • 20' x 50' inground swimming pool and required fencing to Code* • 1 1 5' retaining wall seaward of proposed i/g pool to contain +765 cy clean fill from approved upland source to backfill pool drywells and raise elevation to 56'. Retaining wall to tie in with proposed retaining wall on adjacent lot to north.* In-place replacement of +210 If bulkhead • In -place replacement of +75 If steps on bluff face • In -place replacement of +1 1 ' x 1 1 ' wood deck at top of steps and • 10' x 20' wood deck at bottom of steps • replacement of ±8' steps from top of bulkhead to grade • three-tier retaining walls (±600 If) on bluff face to create terracing for erosion control. Walls to tie in with terracing on adjacent lot to north. Total lot coverage 13% James F.King,President ``�OF soUryo Town Hall Jill M. Doherty,Vice-President ,`O l0 53095 Route 25 Peggy A.Dickerson P.O. Box 1179Southold,New York 11971-0959 Dave Bergen G Q John Holzapfel �0 �� Telephone(631)765-1892 lif'COU ,� ► Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only _Cpastal Erosion Permit Application ,✓Wetland Permit Application . Administrative Permit Amendment/Transfer/Extension --I�e-ceivedApplication• aJ90b _—Received �; _1`J�. i_ - JCompleted Application —Incomplete _SEQRA Classification: I. Type I Type II Unlisted t OCT 2 5 2006 _Coordination:(date sent) Y —LWRP Consistency Assessment Form CAC Referral Sent: ,,Hate of Inspection: ,.. =---.— _Receipt of CAC Report: _Lead Agency Determination: _Technical Review: Public Hearing Held: I 1 Resolution: Name of Applicant Address UAL re4t:�S� Phone Number:( ) Suffolk County Tax Map Number: 1000 - / 1/ 9 ' '. 1 +� Z Property Location: `� S / ) 4-gA ......_ el:� R y�Q, - Klaa�t�� (provide LILCO Pole#, distance to cross streets, and location) AGENT: 0. �5 (If applicable) p` Address: A/7 y Phone: Board of Trustees Applicir :)n GENERAL DATA Land Area(in square feet):__ Area Zoning: -� Previous use of property: Intended use of property: Prior permits/approvals for site improvements: Agency Date „cam#' c OG� VU No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? No Yes If yes,provide explanation: Project Description(use attachments if necessary): Se, r Jonathan and Andrea Parks 3995 Nassau pt rd Cutchogue - Repair damage to bluff using aprox 200yds of fill - Replace existing bulkhead to secure bluff - Repair and replace (where needed) existing stairs to beach - Regrade yard and install plantings to prevent further erosion - Install drywells and catch basins in front yard (as per engineer)to prevent water from reaching bluff Regrade and Install retaining wall (aprox 80ft from bluff)to level portion of waterside yard 32x50 addition to existing home as shown on plan (3 car garage/storage/and living quarters) Install pool and patio as shown s'�� ear► z�t�-ecv' f?�v.��;+G.�e blu,4'� Id%i-�► ��ti �vr�s� a�r��',;XiwYti-t�l� i OCT 2 6 2006 �,j' Board of Trustees Applic; :)n WETLAND/TRUSTEE LANDS APPLICATION DATA. Purpose of the proposed operations: �/y ,Q � _ 9& Area of wetlands on lot: �`— square feet Percent coverage of lot: % Closest distance between nearest existing structure and upland edge of wetlands: -770 feet 4-t, i3L0 r i— Closest distance between nearest proposed structure and upland edge of wetlands: feet Does the project involve excavation or filling? No Yes -V �.- If yes, how much material will be excavated? cubic yards How much material will be filled? cubic yards Depth of which material will be removed or deposited: feet Proposed slope throughout the area of operations: Manner in which material will be removed or deposited: Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): _T 41V VD Board of Trustees Applic :)n COASTAL EROSION APPLICATION DATA Purposes of proposed activity: ' Are wetlands present within 100 feet of the proposed activity? No Yes Does the project involve excavation or filling? No / Yes If Yes,how much material will be excavated? (cubic yards) How much material will be filled? (cubic yards) r Manner in which material will be removed or deposited: Describe the nature and extent of the environmental impacts reasonably anticipated.resulting from implementation of the project as proposed. (Use attachments if necessary) 617.20 Appendix C State Environmental Quality Review SHORT ENVIRONMENTAL ASSESSMENT FORM For UNLISTED ACTIONS Only PART I-PROJECT INFORMATION To be completed by Applicant or Project Sponsor) 1. APPLICANT/SPONSOR 2. PROJECT NAME JONATHAN&ANDREA PARKS 3995 NASSAU POINT ROAD 3. PROJECT LOCATION: Municipality CUTCHOGUE County SUFFOLK 4. PRECISE LOCATION(Street address and road intersections,prominent landmarks,etc.,or provide map) E/S NASSAU POINT ROAD 3995 NASSAU POINT ROAD 5. PROPOSED ACTION IS: New Expansion 21 Modification/alteration 6. DESCRIBE PROJECT BRIEFLY: 2 STORY GARAGE ADDMON,REPLACE STEPS AND BULKHEAD,INSTALL DRAINAGE STRUCTURES,REGRADE AND RESTORE BLUFF 7. AMOUNT OF LAND AFFECTED: Initially 2 acres Ultimately Z acres 8. WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER EXISTING LAND USE RESTRICTIONS? Yes 0 No If No,describe briefly NON-CONFORMING BLUFF SETBACK 9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? 0 Residential Industrial Commercial Agriculture Park/ForesUOpen Space Other Describe: 10. DOES ACTION INVOLVE A PERMIT APPROVAL,OR FUNDING,NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (FEDERAL,STATE OR LOCAL)? Yes No If Yes,list agency(s)name and permit/approvals: NYSDEC,SOUTHOLD TOWN TRUSTEES,ZBA 11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? 0 Yes No If Yes,list agency(s)name and permit/approvals: TRUSTEES EMERGENCY PERMIT 12. AS A RESULT OF PROPOSED ACTION WILL EXISTING PERMIT/APPROVAL REQUIRE MODIFICATION? Yes 0✓ No I CERTIFATHAT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor a e: _ - /vl 1 Date: Signature: If the action is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment OVER 1 Reset____i County of State of New York BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/ SHE IS T E APPLICANT FOR THE ABOVE DESCRIBED PERMIT AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES . THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE TOWN TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARRISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES, THEIR AGENT(S) OR REPRESENTATIVE(S) , TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW OF THIS APPLICATION. SWORN TO BEFORE ME THIS DAY OF 2000.b 74Nory Public RAYMOND MATO8 Notary Putft State of New York No.41-4729738 Ouaffad in Queens County Commbdm Expires Nov 30,20 James F. King,President *pE SO�ry Town Hall Jill M.Doherty,Vice-President �OVv Ol0 53095 Route 25 P.O. Box 1179 Peggy A. Dickerson Southold,New York 11971-0959 Dave Bergen G Q Telephone(631)765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of ------ t o L --C� ------ COUNTY OF SUFFOLK) STATE OF NEW YORK) AFFIDAVIT OF POSTING I, siding at �' pt', 0"a q4. �4 being duly sworn, depose Jand` /say: That on the o2 day of 1� V , 200 4I pe sonally osted the property known as 3 a�^+. 0 - by placing the Board of Trustees official poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held (,y(,p, ()OU </S, d OD6 — Dated: )L ignature) Sworn to before me this :Zo*day of Lvov 200+� Public John M.Judge NOTARY PUBLIC,State of New Yorlt No,p1JU6059400 04alified In SuffRIk County oun�� m Pomissio.n:Expires PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Geraldine C. Case Alan A. Cardinale Jr. Martin J.Vandyne 1850 Palmer Avenue P.O.Box 561 4110 Nassau Point Road Larchmont,NY 10538 Mattituck,NY 11952 Cutchogue,NY 11935 Michael J. Salerno Anthony Massimo Phyllis Vandyne 14 Jessica Place P.O.Box 141 4110 Nassau Point Road Roslyn Heights,NY 11577 Cutchogue,NY 11935 Cutchogue,NY 11935 STATE OF NEW YORK COUNTY OF SUFFOLK ,residing at L 3(� C�✓ yW - �('C� being duly sworn, deposes and says that on the �7 day of A)mz mbAf 20 a�, deponent mailed a true copy of the Notice set forth in the Board of Trustees Application,directed to each of the above named persons at the addresses set opposite there respective names;that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold;that said Notices were mailed at the United States Post Office at 191 Akdu Lke- - ,that said Notices were mailed to each of said persons by (certified) (registered)mail. Sworn to before this D� Day of 20_ Notary Public BRENT K.ACAMS Notary Naiic 01 ADt6146341 y'ate of NOW ark Qualified in Suffolk County My Commisslon Expires May 16,2W James F. King, President so�jy Town Hall Jill M. Doherty,Vice-President ,`O� Ol0 53095 Route 25 P.O. Box 1179 Peggy A. Dickerson Southold,New York 11971-0959 Dave Bergen Bob Ghosio,Jr. �� Telephone(631) 765-1892 lyC,oU '� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of COUNTY OF SUFFOLK) STATE OF NEW YORK) AFFIDAVIT OF POSTING residing at being duly sworn, depose and say: That on the day of , 200 , I personally posted the property known as by placing the Board of Trustees official poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held gt4 7 ' Dated: ignature) Sworn to before me this ay of200'f URIC ® a'TAN EM'aLER (( / 6<(0TARY PUBLIC, State of,New 1(oFEc No. 52-4622371 Qualified in SuffOik Co ty � Term Expires U Notary Pu is PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: STATE OF NEW YORK COUNTY OF SUFFOLK CL-1-cTor-A , residing at l (LQ C_�r�rt-��� C'�l Vd, being duly sworn, deposes and says that on the day of IkGrch , 20 D7 deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names;that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold;that said Notices were mailed at the United States Post Office at P0r0 C h-'-s, ,2� ,that said Notices were mailed to each of said persons by (certified) (registered)mail. UU Sworn to before nle this S Day of ` 20 07 Notary Public SREN T K.A DAMS Notary Public-State of New York No.01 AC6146341 ouaiified in Suffolk County My Commission Expires May 15,2010 AUTHORIZATION Re: 3995 Nassau Point Road, Cutchogue, NY SCTM# 1000-111-09-5.1 & 5.2 STATE OF COUNTY OF DNS ) SS: - 14(N bp-e - '-� ARKS , being duly sworn, deposes and says: reside at 39q 15 MPS P--r- IC[) ou rUt6r-W4 K'N/ t 173�5- In the County of S�A P61 L—and the State of I " And I amVtneoner in fee of the premises described in the foregoing application and that I havrized CATHERINE MESIANO, INC. to make the foregoing application as descr' in. arks Del Sworn before me this�day of ,20 Notary Public RAY'MOND MATOS Notary Pubk State of New York Qualmed nip , :Ummisslon EXOM Nov 30,20,Q,� APPLICANT TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the art; of town officers and em to ees. The ur ose of this form is to rovide information which can alert the town of ossible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Jonathan Parks NATURE OF APPLICATION: (Check all that apply.) Tax grievance Variance X Change of zone Approval of plat_ Exemption from plat or official map Other(If"Other," name the activity) WETLANDS&BUILDING PERMITS Do you personally(or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest. "Business interest means a business, including a partnership, in which the town officer or employee has even a partial ownership of (or employment by) a corporation in which the town officer or employee owns more than 5% of the shares. YES NO X If you answered "YES,"complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse, sibling, parent or child is(check all that apply): q) the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); _B) the legal or beneficial owner of any interest in a noncorporate entity(when the applicant is not a corporation); C) an officer, director, partner, or employee of the applicant; or _D) the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this ` ay of 2006 Signature i Print Joni an Parks CATHERINE MESIANO , INC . 12 MILL POND LANE EAST MORICHES , NY 11940 PHONE / FAX : 6 3 1 - 8 7 8 - 8 9 5 1 e-mail: cmesiano(Doptonline.net TO: SOUTHOLD BOARD OF TOWN TRUSTEES FROM: Catherine Mesiano SUBJECT: JONATHAN & ANDREA PARKS 3995 NASSAU POINT ROAD i {\ I SEP 2 2 2006 DATE: 9/22/06 I am the agent for Jonathan & Andrea Parks, owners of property located at 3995 Nassau Point Road (SCTM# 1000-111-9-5.1 & 5.2), Cutchogue. During the heavy rains on September 14 and 15, significant failure of the bluff occurred. The Parks' are requesting an Emergency Permit for action to repair the damage and prevent further degradation of the bluff. Staked haybales and silt-fence are being installed in an effort to minimize further damage. However, there is need to design a grading and drainage plan for the entire site, which is underway. I will not have a complete application to submit in time for your October hearing, but plan to do so for the November hearing. As discussed at the September 20th work session, a member (or members) of the Board will inspect the premises, and the Board will determine at that time if an Emergency Permit is appropriate and whether or not any action beyond installation of the haybales and silt-fence will be necessary. I have requested that a check for the application fee be hand delivered to your office. Attached are site photographs and a sketch of the damaged area with the haybales and silt-fence indicated. Should you require additional information, please contact me. Thank you. I Catherine Mesiano 1 I I 1 I I Jonathan Parks&Andrea 3995 Nassau Point Road,Cutchogue,NY Town of Southold LWRP CONSISTENCY ASSESSMENT FORM OCT 2 6 2006 A. INSTRUCTIONS 1.All applicants for permits* including Town of Southold agencies, shall complete-this CCAF.for-- proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permit and other ministerial permits not located within the Coastal Erosion Hazard Area 2. Before answering the questions in Section C,the preparer of this form should review the exempt minor action list,policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3.If any question in Section C on this form is answered "yes",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus,the action should be analyzed in more detail and,if necessary,modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net),the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 111 - 9 - 5.1 & 5.2 The Application has been submitted to (check appropriate response): Town Board Planning Dept. Building Dept. X Board of Trustees X ZBA 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction, planning activity, agency regulation, land transaction) (b)Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: BLUFF RESTORATION, INSTALL DRAINAGE STRUCTURES, REGRADE/BERMS, INSTALL RETAINING WALL TO MITIGATE STORMWATER RUNOFF CONDITIONS AND INSTALL I/G POOL, CONSTRUCT 2-STORY GARAGE ADDITION, I/P REPAKCEMENT OF EXISTING BULKHEAD AND BLUFF STAIRS. Jonathan Parks&Andrea F'arrio 3995 Nassau Point Road,Cutchogue,NY Location of action 3995 Nassau Point Road,Cutchoque Site acreage: 1.9 A Present land use: SINGLE FAMILY DWELLING Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a)Name of applicant: Jonathan Parks &Andrea Parks (b)Mailing address: 3995 Nassau Point Road,Cutchoque, NY 11935 (c) Telephone number: Area Code 631-734-8095 (d)Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes No If yes, which state or federal agency? NYSDEC DEVELOPED COAST POLICY Policy 1.Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III— Policies; Page 2 for evaluation criteria. Yes No Not Applicable In October 2006 significant damage to the Bluff occurred as a result of a 6" rainfall. There was/is an ongoing landscape and grading proiect, undertake, in part to correct a stormwater runoff condition. The Town Trustees issued an Emergency Permit to temporarily retain the damaged bluff and install haybales as a temporary measure. All proposed site work is being undertaken primarily for the purpose of repairing and restoring the Bluff and preventing any further damage to the Bluff or structures Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold.See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria Yes No Not Applicable The proposed project is not located near any historic sites or districts. Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes No Not Applicable The subiect site is developed with a single family dwelling. Policy 3 has no relevance to the proposed action. Jonathan Parks&Andrea Fwmz, 3995 Nassau Point Road,Cutchogue,NY NATURAL COAST POLICIES Policy 4.Minimize loss of life,structures, and natural resources from flooding and erosion. Yes No Not Applicable All proposed site work is being undertaken primarily for the purpose of repairing and restoring the Bluff and preventing any further damage to the Bluff or structures . Policy 5.Protect and improve water quality and supply in the Town of Southold. Yes No Not Applicable The subiect site is developed with a single family dwelling. All proposed site work is being undertaken primarily for the purpose of repairing and restoring the Bluff and preventing any further damage to the Bluff or structures.. Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. Yes No Not Applicable The subiect site is developed with a single family dwelling. All proposed site work is being undertaken primarily for the purpose of repairing and restoring the Bluff and preventing any further damage to the Bluff or structures. Policy 7.Protect and improve air quality in the Town of Southold. Yes No Not Applicable It does not appear that Policy 7 is relevant to construction of the proposed addition and pool. Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. Yes No Not Applicable The subiect site is developed with a single family dwelling. Any solid waste, etc. is disposed of at the Town landfill. The proposed pool will be constructed with drywells to provide for containment of any backwash material that may result from its operation and maintenance. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. Yes No Not Applicable The proposed activity will have no impact on public access to, and recreational use of, coastal waters, etc. Jonathan Parks&Andrea Pare 3995 Nassau Point Road,Cutchogue,NY WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water- dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. Yes No Not Applicable It does not appear that Policy 10 is relevant to he proposed activity on a residentially developed lot. Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III— Policies; Pages 57 through 62 for evaluation criteria. Yes No Not Applicable It does not appear that Policy 11 is relevant to he proposed activity on a residentially developed lot. Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. Yes No Not Applicable It does not appear that Policy 12 is relevant to he proposed activity on a residentially developed lot. Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. Yes No Not Applicable It does not appear that Policy 13 is relevant to he proposed activity on a residentially developed lot. Created on 5125105 11:20 AM I► r M C H Design Services www.mchdesignservices.com phone: (631)298-2250 e-mail: michael@mchdesign.com ,.,,�', �' � con i c may timber bulkhead bttm. slope MULKI-IEAD RETAININ(S ,rA r t c,'a,,,� V i WALL OAaD OF ERROUI9 AIMS NEED TOV1 ,`v'• OF I'll 5oun OL DAI J 6 PICKET STING S AL� s 1 TOE E FIL DRN A ~ A NA I j! • p O A STORMWATER MANAGEMENT REQUIREMENTS A - DTI AO WHERE APPLICABLE % %Irk 'D # N # A R SIN-ncSa� STANDARD AND SPECIFICATION FOR STRAW BALE DIKE STANDARD AND SPECIFICATION FOR SILT FENCE THE WIRETZ DEFINITION: DEFINITION: �(y/ O' Vk \ I A TEMPORARY BARRIER OF STRAW OR SIMILAR MATERIALUSED TO A TURPORMYY TIMM OF GBOTEXTILE FABRIC(FILTER CLOTH)USED Jam- TIGIBALES BUTTTLY TOGETHER ® '\ ' INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS TO INTERCEPT SEDIMENT LADEN RUNOFF RUIN SNAIL DRAINAGE ARES (]I n 12X1 y, OF DISTURBED SOILS. OF DISTURBED SAL 11 (-- SIN PREFORMED,I SICIIFICAFTT GARDE EXISTS,STRAW BALES MAY BE LT FENCE IS PR \ PURPOSE: PURPOSE: 67 PNOPOSEDSI b. , m REQNREDro BE PIACEED ON TIE DOWNSTREAM SIDE OF THE SILT FENCE. THE PURPOSE OF A BALE DIKE a TO REDUCE RUNOFFYELOCITY MID TIE PURPOSE OF A SILT FLAKE a TO REDUCE MARM VELOCITY AN 'mod' INLE A FZ n EFFECT D509TION OF THE TRANSPORTED SEDIMENT LOAD.STRAW EFFECT DEPOSITION OF TRANSPORTED SEDIMENT LOAD.LIMITS IMPOSED 'N PROPOSEDR INGW L BALE DYKES RAVE M16TIMATED DESIGN LIFE OF THREE(3)MONRB BY ULTRAVIOLET STABILITY OF THE FABRIC WILL DICTATE THE MAXIMUM _ _ r _ �•, PERIOD THE SILT FENCE MAY BE USm. - - ✓. --WATER "' ® �. CONDITIONS WHERE PRACTICE APPLIES: 1 1 ,'GJO ,�/ � � � 'A a 1NNm' ', THE STRAW BALE DTKEIsusmWHERe CONDITIONS WHERE PRACTICE APPLIES: AYBALESTO u r / GRADE TO BE/ 9 A a J ✓ `( ASILT FENCE MAY BE USED�iUBECT TO THE FOLLOWING ODU DMON5: x BUILT UP TO 1).NO OTHER PRACIICEafTAY9E 11 MAXIMUM ALLOWABLE SIDPE LLTNGTU CONTR[BIfTINf,RHRNOFF TO B INSTALLED f0' / 4 -- 2).THERE ISNOCDNCENTHATIONOF WATER INAOVE GANNELOR A SILT MINCE ME PR RTOANY A F�p�ED f��J ELEVATION56' { . 1* TOTAL ROOF SQ. FIG.: OTHER MUMNUM WAY AB THE BVIREt 6Lwe FIAXMUM$LOPE CON UCTIO 6 '•'NF44: LENGTH fFT.) (LCX TEF EAHTNG {� fi / / ,J/ P 3280 \ Y - 3).EROSION MOULD OCCUR IN THE FORM OF SHEET EROSION. .I / POOLS ��J I� f n h ram_ -°� / D.W. l� �`� \ q�`•�. 4)LENGTHOF UNITS. ABITJETxe STRAIN&lE WFS NOT 19(CE® E g (1 to ' DNA. THESE LIMITS: 31 l5 x CON4TR'JCTWH PERCENT ELOPE I.FNC+'N 41 in D.W. 8'DEEP � $LOPE $LOPE „�, $, „S � 2o•xso• g'DICK. ro AT 100% WATER RUNOFF: PPRE-ASSEMBLED 2 So 26 F,.TTHR Tw—,1 300 /� POOL 8 DEEP EX.PATIO SILT FENCE STRAW BALE AND SILT FENCE 2-Ind 40 ��Nm�®11 AW �OF C";ANDU 5.0 547.8 CU. FT. o 9.1 33 IS01 3-Inn 30 Too �.EROSION WOULD OCCUR w THE FTx+M OF SHEET EROSION;AND � � °w. � 1 1 41 25 M 4)L THERE ISNO CONCENTRATION OF WATER FLOWING TO THE BARIUM. ;� `N°� � V � �� �' ,-- � INSTALL (4) 8 DNA. X 4 DEEP DRYWELLS WNB SLOPE GIMIENT CHANGES THROUGH THE DRAINAGE AREA, /BACKWASH _�,..��_ CRITERIA FOR SILT FENCE MATERIALS Q) sT / FOR POP_ rt W___ ADJACENT ADJACENT STEEPNESS REPELS BSroKHEsrEEFESr SLOPE SEGn°H mNramunNG 1Z SILT N3KE FABRIC THE FABRIC SMALL FEET THE FOLLOWING ~ !+' O, -- I = 676 CU. FT. CAPACITY PROPERTY PROPERTY SPECIFICATIONS mass OTHERWISE APPROVED BY THE O, TYPICAL RESIDENTIAL FLOWS ro THE STRAIN BALE DIKE W / N EXISTING 2—STY.HOUSE - 45.00 (1)AT EACH CORNER OF HOUSE THE PRACTICE LESS THAN 150 BE ENT.FOR A SINGLETING DRAINAGE TAT lIE ri F HgUSEFOOTPRINT APPROFATEEROSIONAADSWIF8Ni00NTROPUNAPPROVAI NEIGNBORSGRADEANOTHISPARCEL 11 ey (SILT STOP il/ AEA IN H S THAN is P HAII.B.THE LESS I NTRIRUE ACRENDT AC MSTTATE APPROVAL �ON IN � :i 1 � • y yy FIELD AND/OR LABORATORY OBSERVATION AND EVALUATIONS. TO BE FILLED AT SAME TIME T° FOsr, r r �iEx�GTrINHDTMFHSStuPEAaovE THE D�TF�s�wL BE LESS TwN ZDD�r. �9 (J f' PORL w/ ERGO O �,� ELEVATION 56' � F� (j � (t EX LH � ' J�py{1y oa6R1C F'R FA aCGEPU TEeT MEMCD valNE ue 00 1 J ! .— MCo GRAe TrNSILE ENs1LE e0 asTn 0i6B: � � O PROPOSED 2 STY. O 3 A E'RENGtu rros.) it ! ; 1 HATIVE v NG 710u AT 4o a TM o16B1 ( f / C) ADDITION O Sol F41LUtRC— . I GATGH BASIN / tYl Z Fnx.LCN euRsr 1w ASTM o3Tee � i O / � EX. H � O -PRCOPERTY LINE RECOMMENDED srRT:NGru RST �, F '� tp EVOMYY SPREAD DSSTRAW TOE-IN —`—°3p.q'/'__ /— i 50.00 PUNCIURC BTRENGTW/ibs) 40 ABTti p141 _ _ XIMATELY RAI WIDTH OF R/W bLURR*FLOW RA*E M (USUALLY 151 PRE-ASSEMBLED SILT FENCE �T (pAI/min/NJ 0.3 j/ ' _' rL D.W. I� E.'JUVALENT OPENING 9iZE 40-80 U4 BT,5IEvE // - ! G I'DU. In CU 21e WLTIRAVIOLLTRADIATION 0 5 YST B•DEEP u CURB$GUTTRR MINIMUM OF�INCHESLOW WOOD POSTS LWELL EEOFSOUND f CIT Y STREET QIIALInIUROWOOD WITH AMMMUM CROW SECTION&AREA ^� OF 3.O SQUARE INCHES.STEEL POSTS WILL BE STANDARD T AND < .r/ Y I 63 U SECTION WEIGHING NOT LESS THAN IN FUND PER LINEAL FOOT. � O 3, f �.MINE FENCE(MDR AU E WITH ANDS):WIRE FENCING OPENING, BE A ti MINIMUM ROVE CVUIGE WITH A MAMMIM B IN MESH OPENING,OR AS M D A P-4 STRAW (BALE DIKE DETAILS SILT FENCE DETAILS ,>P1 ,®GITSENWB�ELEDRAPPRDY®EQLLALMAY ® (2)IOXIo LOT COVERAGE: BE USED IN LIE OF ABOVE METHOD PROVIDING THE LIMIT IS a' ' J % BOUND BALES PIRA® 2 RE-BAPS.STEEL PICKETS OR TO BECK.Q�POSTS APART ���M'E AM 10WFILTER 1 CATCH BASIN INCOMROIR rXISTAKE ITHBAID. APPROVED EQUAL LOT 122: 41395.3 SQ. FT. ILS DRIVE STAKES F111Y1 POEM BANES. OR APPROVED EQLYL. NL� � � 1.SET STAKES 2.EXCAVATE A 4"X 4"TRENCH UPSCALE V J / ) t LOT#23: 41195.3 SQ. FT. pulwE AREA No MORE THAN 1/4 AC.PER er ALONG THE LINE pppOF SNAKES. , �4 CA too FETT OF STRAW BALE DIKE MR SLOPES .-1 B „LPL r LESSTFUN 254L. ;��� 1'X'I/ �TMIN. _ I1 L if j` 1 ` `E r CATCH BASIN EXISTING HOUSE: 2687 SQ. FT. d' PROPERLY INSTALLED STRAW BALE EXISTING PATIO/ PORCH: 493 SQ. FT. (Fro%-SeIBRA) `-�- .. _:i - "�' ��� • 1OXIo FILMEXISTING BUNGALOW: 470 SQ. FT. 7 NBA. _ L,,,1 CAR BEA0019OW TACHED TO A 6 I CH(MAX) ES a4 .�/ o CAN SCREEN WHICH A S BEEN (MA )EDT 1F WINE SCtEEN WHTCI11N5 B�/FASTENED TO �'� 41► THE POSTS(14 1/2 GA.V MAX MESH OP&1IKq 1.Excavate the Trench 2.PLACE AND STAKE STRAW BALES. N BASIN B �iO1 DT 3.STAPLE FILTER MATERIAL TO STAKES 4.BACKFILL AND COMPACT PROPOSED ADDITION: 1325 SQ. FT. � LY AIN(E AND EXTEND IT INTO TRENCH. THE EXCAVATED SOIL � Lot 0 22 10 o L t # 3 PROPOSED DECK/ PORCH: 385 SQ. FT. 1"1 PREVIOUSLY LAID SALE lA� �.—L. 5g TOTAL COMBINED PROPERTY: 82590.6 SQ. FT. ATTACHING TWO SILT FENCES �8 WEDGE LOOSE 4" BETWEEN BALES.TRAW sE o TKO THE POSTS OR�Y THEWB@MESH U T] SHEEF PECAN INSTALLATION 509 Soo I TOTAL COMBINED STRUCTURES: 5928 SQ. FT. 0TRSPECTNE WOW) APPROXINATFlr 6IKNES P THE EIID !� POSTOST 7OF THE OF FILTER CONSTRUCTION SPECIFICATIONS: MUST EXTENDINNTO AIERTAl IM4IDE°THE END .^ry1 eA1ts MJSTr BE TIGHTLY W TOTAL COMBINED LOT COVERAGE: 13 ABUTTING NVIIM NO GAfS, 1}BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE W�}L µO COMPACTED BAOOILL D BE ANCHORED F OF THE FIRSTSFBTE CONTOUR AND IN A ROW WITH ENDS TIC•HRY ABUTTING MATERIAL (LOT#22: (1783.7.7 SQ. FT. STRUCTURES)}: 4.3 ®\ THE ADJACENT BALES. -0 O / CONSTRUCTION SP[AFlUTONU: �® �✓ 4EACH SALE SHALL BE EMBEDDED IN THE SOIL A MwiMUM OF FOSIS STEEL BRIER ATTLFAESTB 180 °TM POSTS \'V• / ` (4)INCHES AND PLACED 50 THE BUOINCS ARE HORIZONTAL. -rOR'm TYPE OR DEGREES w 1),WOVEN WIVE PENCE TO BE FASTENED SECURELY TO ®� ABALES SMALL BE SBC1RElr MK]aR®wPLAa ev enEa TWO Z"Xr HARDWOOD RUNOFF DIR CLOCKWISE A \ n / IT MAX. A F13YE POSTS WITH WIRE TIES OR STAPUM \® STAKES OR RE-BARS DRIVEN THROUGH THE BALI.THE FIRST CREATVIfARH THE �\ 2).FILTER BATH TO 8E FASTENED SEQIRELYro WOVEN \ `y STAKE IN EACH BALE SMALL BE DRIVEN IOWAltO THE PREVIOUSLY SEAL MATERIAL \ pV WIRE PENCE WITH TIES SPACED EVERY 24�ATTOP FABRLAID BALE AT AN ANGLE TO FORCE THE BANS TOGETHER.STAKES AND MID SECTWNI. �BED��YHW�TCE LOT#23: (3576.3 SQ. FT. STRUCTURES)}: 8.7 4}INSPE"SMALL BE FREQUENT AND REPAIR REPLACEMENT SHALL 16 INCHES DIRECTION OF RUNOFF WATERS * �.WHEN TWO SSMALL B OF FLIER EDBY ADJOIN EA01 S RIAW OTHER 7NEr 3W1�OVERLAPPED 0'f SIX INCHES BE MADE PROMPTLY AS NEEDED (MP.) AND FOLDED. APPROXIMATE �10INCHES S)BN)3 FULL BE REPIOM WHEN THEY MINE SERVED THEIL !%4•TRENCH I��^'� INTO THE GIOU D -- - 41 MAINTENANCE SMALL BE PREFORM)AS NEEDED AND 3.BAC KFILL AND COMPACT'THE O�1NAf�SO AS NOT ro BLOCK OR IMPEDE STORM FLOW OR I�L..L�/ MO BUNT FLAP POINTS A 99XU BE HIGHER THAN POINT B MATERLLL REMOVED WHEN"BULGES'DE/HOP w THE EXCAVATED SOIL DRAINAGE INSTALLATION SILT FENCE. PRONTEEVAn01Q IQ 11 6'0" E 200. l� assau nt fi� aod DRAWN BY: MH qq\ -- April 01, 2007 • � SITE PLAN LOF C,4,��. SCALE: 1/4" — 1'-01' SCALE: 1 ' = 30'-0' <.� r`° SHEET 11 TL NO. rt., ,_aa7Tf r NEW IXIST M C H Design Services www.mchdesionservices.com phone: (631)298-2250 e-mail: michael@mchdesign.com N !0 N TOP OF LOOR MM HTM OHRE[ I HHHEH Hill 11 111 111 WEST ELEVATION SCALE: 3/16" = V-0" z IXIST NEW � U If A Z W O � N W N CA Jill 3 :12 TOP OF FLOOR p Z 0 YTill EAST E LEVATI O N !SCALE: 1/4" = V-0" 0 DRAWN BY: MH April 01, 2007 III Hill 1111111 SCALE: 1/4" _ V_011 .. �- � ;N y y 1 y y y y 1 y � � � � � � � � � � ` � � � � � 4- 4-L- � � , ;,� SHEET NO. l st i y -L-y 1 -t_ y _L- l �- l 4_y 1 4— 1 _x_ 1 -L ��.' ' NORTH ELEVATION SCALE: 3/16" = V-0" \\ r M C H Design Services www.mchdesignservices.com phone: (631)298-2250 e-mail: A --------, NEW EXIST michael @mchdesign.com I I I 50,10" 1 45'-0" I 1 15'-8 7/9" 6'-2 1/4" 7'-5 3/4" 6'-2 1/4" i 7'-5 3/4" V-2 1/4" 5'-$7/8" I ' -- -------------- - I , 1 I , oo ' d �,•vd G �- 1 \ ' � I 1 ' I `1 1 c I 5 REBAR I I � Ca 12"OC I I AT FTG. I 1 I ( 1 I I I 1 I = I 1 1 N I 1 1 I 1 I I I I 1 1 1 I 1 I I I I I I ( I I 2'-0" 13'-g" 13'-S" ' 13'-r 1 1 cV , g • 7 , 1 V 1 I I Q 1 .ti to 14 p T I ld Q' 1 1 4 � .d-� I 1 I ' 4, r •d- I N ' 4 r C�41 � I 4 1 I 1 1 I 1 I i I I I --- I ° 1 I 1 I I I 3'-O"X1'-6"CONC.BLOCK BASE FOR COLUMNS ABOVE ' w/4'-0"X2'-6"X1'-O" i i •� CONC.FOOTING w/ ' o (4)#5 REBAR @ 3'BELOW GRADE _+ I N I 1 I I I I I I I 1 1 #5 REBAR ' � ' Ca 12"OC 1 fn I 1 $AT FTG. I 1 I cV I I I e 4 4 4 4 4 4 4 4 4 4 4 4 4 V >� —----------------------------------------------------------------------I-i-----i-------- ----------------------------------------------- I '� ' ,.y 1 , 1 I I ' e r•1 I I I I 1 , I I I A w COMPACTED SOIL I I I a I I I I I 8"PC.WALL ' P FOR PORCH P I 1 I N Q uj 1', I I 1 I I 1 I a°I d ° �' 4 ° <Q ° 1 d ° d ° Q ° d ° d ° a ° Q ° Q I I I 1 I ~ I I Vol 2 /(3) 17'-7 1/2"LONE.FTC. i i i 1'` 11" -2" w '-2" 8"-q" �/ w/(3)#5 REBAR ' ' ' 1 rs UNDER BEARING WALLi i i ° 1 1 I I 1 I I I P4 <44 I 1).V'THICK POURED CONCRETE FOUNDATION.3000 psi.. EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED AS PER SECTION R406 AW. !� OF N.Y.S.RESIDENTIAL CODE WITH A BITUMINOUS COATING. 2).FOUNDATION TO HAVE 24"X12"CONCRETE(2X4)KEYWAY FOOTING.FOOTINGS cli N. I I I iv I I I ; ; o° _ TO HAVE 3-#5 CONTINUOUS REBAR.ALL FOOTINGS TO REST ON Ni ; �i UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). Vn 3).VERIFY WITH OWNER IF BASEMENT SLAB IS TO HAVE RADIANT HEAT AND CERAMIC PRIOR TO POURING SLAB. I I I I I I I I I I ' I ' iV 4).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING o ' I I WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE 2 ; REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL o i JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO MORE THAN 16 FEET. ' 24"X12"CONC.FTG. ' w/(3)#5 REBAR i i 5).PROVIDE 2-2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES UNDER BEARING WALL ; ; ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS SILL GASKET. 25'-0 1/4" ' 2'-0" ' 17'-4 1/2" ' 2' 0" ' 2'-9 3/4" 6).PROVIDE 5/9"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I V-0"OF CORNERS, INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO 1 OfBE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT.. N I E N S PROJECT NORTH FOUNDATION PLAN - ------------------------------------------------------------------------- -------- ------------------------------------------- ------- I W SCALE: 1/4" = 1'-0' 50'-S 1/2" DRAWN BY: MH A � April 01, 2007 '~ SCALE: 1/4" - 1'-0" SHEET NO: Tj \1 r - s M C H Design Services www.mchdesignservices.com phone: (631)298-2250 e-mail: michael@mchdesign.com NEW EXIST WATERSIDE / i �r i en en m 1 Q GREAT ROOM 0 0 - --- --- 2?'-0" 13'-$" 13'-9" 13'-8" 2'-0" _ -----_ -------- I 1 I I o ' 1 I I 1 ~ -------------------------- ----- ---------------------------------------------------------------------------------- --- -t ------ / 1 1 1 1 (3)1-3/4X9-1/2 ML GIRDER(BOXED IN) - -. (3)1-3/4X9-1/2 ML GIRDER(BOXED IN) - -- 3)1-3/09-1/2 ML GIRDER(BOXED IN) -------- -------- �-`1 L�-� ------------------------------ --� t- -\ L_�� J_--_1 1 1 I 1===' ____ ________' �__' _ CHILDREN -------- --------------------- ----- -------- ------- \ ti / RECREATION ROOM LIVING ROOM ---------- (2)12"DIA.HBIG F.U.COLUMNS w/ -„', ; CAP t=BASE ANCHORED TO STONE BASE a cc J -------- O a a I I I 1 o /IX4 CEDAR SLATS @ 9"OC " �+ UNDER DECK JOISTS DECK ABOVE ' O I I I I LEDGER BOARD TO BE FASTENDED I 1 I I T'O BUILDING WITH TIMBERLOK® ., Q SELF-COUNTERSINKING SCREWS 4.0 BY OLYMPIC MANUFACTURING (2 SCREWS @ 32"O.C.) FWG6061IR FWG6061IR FWG60611R ' .---------------------------------------- ---- --------------------------- ---- ----- ------------------------------ --------------------, 4X(3)1-3/ 9-1/2 ML HEADER (3)1-3/4X9-1/2 ML HEADER (3)1-3/09-1/2 ML HEADER STEP DOWN I ' EDGE OF CONC.WALL T II En EX. PORCH ' , r F+i a ---------------------- W eo O 1 / I 1 1 1 Vol FT 7 e I I I W I / • � , , I I �_ POOL HOUSE ; / - - i ___ __ _____ _____ _____ _ __ y -_ -- _____ __-_ _---_-_____-___- -_______- y'- ----- ----- ----- ---- --- ----- ----- O --- 13'-4 1/2" 4'-2" P4 16"TJI560 WOOD-I FJ @12"OL % ' i EXTEND PORCH TO MEET'PROPOSED GARAGE a 45 MINUTE FIRE-RATED DOOR ' / z x , , 1 PERGOLA ABOVE I w/SELF-CLOSING HINGES$ STEEL JAMB 1m ' 1 I 1 ' ' ! /16"TJI560 WOOD-I FJ @16"OC Ln ® ' 1).ADJUST PLATE HEIGHT SO THAT FINISHED FLOOR ABOVE IS FLUSH / ---------- / N N I iv -__--_-- 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. GARAGE ® o oLn 2'-6" lul _ _--___-_ j m 3).EXTERIOR SHEATHING TO BE 1/2"THILK FIR COX PLYWOOD. a �' 1 IIII _-___-__-- 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE 1 , I&I � ' 5/r TYPE-X BLOCKING AT 8'-O"O.C.AND MIDSPAN. LINEN N , ---------- ----------------------- FIRE-RATED / 1 1 SHEETROCK ---------- 5).PROVIDE 3-2X 10 DF*2 HEADERS OVER ALL OPENINGS UNLESS ON WALLS t CLG. OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR o -______ MICROLAM HEADERS.STEEL BEAMS TO BE SUPPORTED W/3-1/2"X 1/r THICK BOX TUBE STEEL POST.POSTS TO BE SECURELY FASTENED IN E 6' ---------- PLACE WITH PLATES AND BOLTS TO STEEL BEAMS -----_ 2X6 BEARI G WALL __________ N S PROJECT NORTH 1ST. FLOOR PLAN INSTALL BLOC NG MIDSPAN 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 2X6 BEARING WALL , __________ i APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING � �� � � � 'a ' INSTALL BLOCKING MIDSPAN/ HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. W SCALE. 1/4 - 1 -0 IX 1 i - ---------- .�� i 7).ALL MULLS,VERTICAL OR HORIZONTAL,ARE TO BE PROVIDED WITH ---------- -v' ' 2-2X DF*2 STUD POSTS UNLESS OTHERWISE NOTED. 'm POOL STORAGE ---'-- 9).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 a ' ---- -- -- / AND 2X4 WALLS AT R13.FLOOR ABOVE TO BE INSULATED WITH R39. ---------------------- / UP 1 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/9"SHEET ROCK. BATHROOM TO HAVE MOISTURE-RESISTANT SHEETROCK. 26'-0" 23'-1" 1 1 EDGE OF ' � I / CONC.WALL , 1 / / —77 /i/// DRAWN BY: MH 50'-5 1/2" April 01, 2007 SCALE: 1/4" = 1'-0"fit- A : ;h, � � SHEET NO: M C H Design Services www.mchdesignservices.com phone: (631)298-2250 e-mail: michael@mchdesign.com NEW EXIST WATER SIDE 4'-0" 37'-0" 4'-0" 5'-0" 4'-10" 13'-8" 13'-$" 4'-10" KNEE WALL I t , t , 1 � 1 , I I LIBRARY ,,'� -------- BEDROOM I , J � � 3'HIGH RAILING BEDROOM N M ----------------------------------- y" -------- .� _ _ 1 HALL p EXISTING SiKYLIGHTS o -y TO REEMAIN -___ _ _ DECK l I KNEE WALL I I 1 1 I I � � I I «.■r ii BATH KNEE WALL TO f7l MATCH EXISTING / (4'-7"•!+-/-) 2-TW3046 FWG120611-4 2-TW3046 i KNEE WALL PLATE �, U / (3)1-3/4X9-1/2 ML HEADER / (2)1-3/4X9-1/2 ML w/1/2 STL.PLT.HEADERCV ( 1-3/4X9-1/2 ML HEADER / LAUNDRY ROOM BATH IH Z / O ® iV / Oo SITTING AREA -__________________ _________ __________ - 5'-81/2" 5'-51/2" 3'-6 1/2" Vol a 1 Cn 3'-0" / MASTER BEDROOM c0 10 4" 4'-6" 19'-6 1/2" 3�_O„ / / DN. 1).PLATE HEIGHT AT r-O"AT DORMERS. 0 °; -----� ---- ; BATH F�+�1 i 4'-9 1/2" J4'-9 1/2" iv ' ---- ----- 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. ' \ ' ---- - / iv 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. /�i //////, /i/ / / // 1 / ' ---- ---- \ - / b 4).PROVIDE 3-2X9 DF#2 HEADERS OVER ALL OPENINGS UNLESS ' `n 'i' --_-__----, ---------- ' _ ; ---------- ! ! o OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS i y '" ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR r / ---_---- - ' MICROLAM HEADERS. --------- / I / 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE ----- APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING Cn HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. / ' ---------- 6).ALL MULLS ARE TO BE PROVIDED WITH 2-ZX DF#2 STUD POSTS # 04 UNLESS OTHERWISE NOTED. N _ OFFICE °� ________ w 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 01 a M AND 2X4 WALLS AT R13. W 9).INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL 2'-6" --------J- SECTIONS TO BE PROVIDED WITH A 1"AIR SPACE BETWEEN ROOF (MIRROR) - __________ / SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM 3'-8 3/2" 3'-1" 4 11 1/2" BATH INSULATION 1'-0"FROM EXTERIOR WALL PLATE INTO HOUSE ON ---------- / CATHEDRAL ROOF PARTS. ry t N (V 1 ---------- �' WALK—IN CLOSET °o 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/$"SHEET ROCK. " BATHROOM TO BE MOISTURE-RESISTANT SHEETROCK. eo 4'-1 4' 1" i 5'-71/2" 5'-1" bo / (SA ) 2X10 CJ // // / nV40 / ( # / 4'-0 2X10 LJ % @16"OC Calb"OG SHELVES TE PERED TEMPERED Lu I TEMPERED / TW3046 AXW31 AXW61 AXW31 TW3046 KNEE WALL TO MATCH EXISTING 2'-6" 7'-6" 7'-6" 2'-6" (4'-7"+/-) E 20'-0" N S PROJECT NORTH 2ND. FLOOR PLAN DRAWN BY: MH 6'-0" 50'_51/2" April 01, 2007 SCALE: 1/4" 1'-0" *�1 SHEET NO: `,' , . i I s" M C H Design Services www,mchdesignservices.com phone: (631)298-2250 e-mail: michael@mchdesign.com NEW EXIST --------------- - --------- CS 4 MATCH EX. ROOF PITCH 1 , , 1 12 i 10 t I 1 1 1 1 1 1 1 1 1 1 t ' 2X12 RIDGE ' t 1 1 t I 4 I I I It _ it j 4 I j i I II 1 CRICKET I ----- - - ------------- ---------------------------------------------------------------------------------------------- -- -------- -------- -- lot Ij!t{r 1 A Ir-------- — , 12 I I I I 1 1 111 I I 1 1 I IZD 1 # Irl wl, I I V, I 1 :E I I 1 1 1 1 1t i--__— Ht� 1 1 Ir r______________.� 1 1 1 I I — ' — — —.—— — — — — — — — ——— ——— — — — — — — — i (21-3/011-7/9 ML HEADER NOTE: i i ill 12 1 ' � ' _ ' ' ______________ 1 1 1).INSTALL DBL.2X6 DF02 COLLAR TIES AT 48"O.C..INSTALL ON EACH z ,',11 10 i i N 1• i i SIDE OF ROOF RAFTEFR. 2).APPLY 1/2"THICK FI[R LDX SHEATHING OVER ROOF FRAME. a 1 •----------- ------------------� 1 3).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND -````__—___ ` -_--_______-_,, ' '4 DIRECTLY TO THE DECK ALONG EAVES. C. 1 1 11 I ' 4).USE 15#FELT UNDERL-AYMENT WITH ASPHALT ROOFING. CIO I 1 , 5).ICE$WATER BARRIER?TO BE USED IN ALL VALLIES AND INTERSECTIONS 1 i i l i i i i 1 Ili 1 1 WITH ROOF AND SIDE:WALLS(TYPICAL). �-""`-"-`---``""--- 1 I t l l i 6).DO NOT INSTALL UNDPERLAYMENTON WET/DAMP PLYWOOD!!!SHEATHING , I DC 11 m , , r ---- ------- ------- ------� r---------- 1 m LJ 1 1 W 1 11 w MUST BE DRY AND CLEEAN PRIOR TO INSTALLING UNDERLAYMENT. , t t I--------------- I I 1 , 12 I 2- t ' t UNDERLAYMENT IS N©T TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE 10 H , , I 1 , �. , I 1 , OC , m 1 1 WORK DAY.COVER WIITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS 1 , Fr I t 1 1 , ,P�' 1 •---------- 1 H ' ►- ' I COMPLETE. 1C r--———————— t NI IIN 11 I 1 , 7).USE GALVANIZED(ZINJC COATED)ROOFING NAILS, 11-12 GAUGE WITH AT Lai o I p i LEAST 3/9"DIA.HEAEDS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. (2)2X10 HDR._ ;_____ k+ti o i XI (2)2X10 HEIR. 1 c USE 6 NAILS PER SHIMIGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT C,,a,1t�. •------------ _ ) 1 , , , �}— - - , I NOT CUTTING INTO SWINGLE SURFACE. Cr 4 ---- - --------------, r--- , ♦ I t 1 I .t�1� I ' 1 1 t ♦ ♦ _j I 1 1 1 1 I ' 1 1 1 1 1 I zS 1 �� ♦♦ ♦♦ I I 1 I 1 I 11 ' 1 t ' ♦ ♦ V' I 1 I 1 I I ' 1 1 1 w 1 ' ♦ ♦ 1 ' 1 I t3' I ' , ♦♦ ♦♦ � 1 I 1 I 0 I 1 1 0 I ♦ 1 \ t 1 t 1 .,, I I 1 I f7 1 I , I Cfl 1 I 1 1 Ir I I # 1 I 1 1 J , t 1 t I I I 1 I 1 1 1 , � I J , E t I Oo , ; 1 , 1 I I ` •----- ---- 112 i t bo -- --------- --� i ; 12 /2X10 DF#�dR @16"OC i .--- ------ ---•�i ti 12' 1+ 1 ; ROOF PLAN r---__ -____-- --, N S PROJECT NORTH 1 1 I — — — I I I 1 1� I 1 III ""� I ' 1 1 1 --- I .-� ' I 1 1 1 1 10 I I 1 I 1 1 X 10 1 I 1 i 10 t 1 I ' 1 1 1 1 I I I I x I t 1 1 1 1 , I \ fit I , W SCALE: 1/4" ` V-0 1 I I I �n I I 1 1 1 I I 1 1 I 1 1 fn I I I ----- --- ----- ------- •-- -------- ---, •---------- •-------------- ------------- •---------- •--- ------- --- ------- ------ ---- ---- 1 ------- ------� -----~ ------ -- --- -------- -------------------------------- --------------------------------- ------- ---- --------------- ------------ 2XIO RR 1 @16"0(C @16"OL 1 DRAWN BY: MH April 01, 2007 ._ SCALE: 1/4" = 1'-0" SHEET NO: r �•,1,t�,,` ,r p 0 RIDGE VENT �\ _ - 4- �" M C H ►y RIDGE VENT 1-3/4X14 ML RIDGE 1-3/4X14 Design Services ® Q/ � / Q • �4" � ® / ® / O �4" ML RIDGE _ ASPHALT ROOFING 1 _ L.2 6 C.T.Ca4 'OC __ 15*FELT UNDERLAYMENT 1/2"CDX SHEATHING www.mchdesianservices.com (2)1-3/4XII-7/9 phone: I I I I I .yQQ ML HEADER ?xlp��'�r (631)298-2250 z gg�ls e-mail: oc michael@mchdesign.com -- 1 -/ -- __ f( l ( l 1 #10 STAINLESS STEEL 2X10 DF#2 CJ @16"OL - I I I OR GALVANIZED On WAASHERSCREWS @ 12 SO ® ® 12"O.C. 12" 1I I I I I II So 1 a I CEDAR SHINGLE SDG. 3'HIGH RAILING I ® l 1 15*FELT UNDERLAY 1/2"CDX SHEATHING 1/2"APA RATED SHEATHING 1 I I 1 / I I _- 2X6 DF#2 STUDS Ca16"OC 3/4"SUBFLOOR / l GRADE PLYWOOD (ALTERNATIVIVE:7/16"O.S.B.) 2X10 ACQ DJ @16"OC 5/4"D CKING l 16"TJI550 WOOD-I FJ @12"OC (PER OWNER) 1/2"APA RATED SHEATHING I I I I I I GRADE PLYWOOD (ALTERNATNNE:7/16"O.S.B.) (3)1-3/4X9-1/2 11F]�Fl ❑❑� �I ML GIRDER 5/S"TYPE-X (BOXED IN) F.R.S.R.ON M 2X6 ACQ SILL PLATE WALLS I CLG. 12"HBG FG COLUMN #10 STAINLESS STEEL �I o _ OR GALVANIZED I ` ,, TERMITE SHIELD e° w/CAP BASE WOOD SCREWS W/ / I bo SILL GASKET D Q WASHERS @ 12"O.C. ` If I I Y/ j 1 I t WINDOW SILL l 41 1'-6"X3'-0"CONS C.B w/STONE VENEER I e. .. a e. e. - If o \I a 'd � 4"CONC.SLAB OVER `v .a^ 1'-6'X3'-0" CRUSHED GRAVEL CONC. PIER 8 PC FOUNDATION .. OR COMPACTED SOIL e y � 2'-0"2X4 K"CONY.FTC. N 172X4 KEYWAY 2'-6"X4'-0"CONC.FTC. 0 (3)#5 REBAR w/(4)#5 REBAR SECTION A-A w SCALE: 1/4" = V-0" ® U A Q I I I I w O yy w W 12 OC f I3/4"APA PLYWOOD 3"O ROOF VENT Q� SHEATHING Z 3 O a 11/4 11/4 11/2 11/44, /'1 IM I lI I ® ) I ® + ) ® ® I I ® I ) ® LAV. W.0 LAV. ( I ( I I ( SHO ER SHO ER / I I If / I // I /' I SH ATH OR ATH LAV. 2X4 DF#2 I( STUDS ' l t / I 2 C.O. j 1 1/4 #10 STAINLESS STEEL 3 I I I / OR GALVANIZED WOOD SCREWS tl I ( WASHERS @ 12"O.C. O.C. I I I I 1 1/4 1 1/2 1 1/4 MULTIPLE PLYWOOD ASSEMBLIES W C. 2-2X4 DF#2 STUDS CONNECTED SHO ER a LAV IF A.I. TOGETHER WITH STAINLESS STEEL OR GALVINIZED BOLTS W/WASHERS OR ATH AND NUTS @ 2'-0"O.C. WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 2 3 " 1C.O. AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) 3 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" _ AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO 4 4-C.I. COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL HOUSE TO APROVED DRAWN BY: MH CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. SLOPE" 1/4" PER FOOT PITCH TO DRAIN TRAP SEPTIC SYSTEM ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. April O1 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. A P . 2007 PLUMBING SCHEMATIC SCALE: 1/4" = V-0" SHEET NO r, E ti 4r,'4' r 2x_stud JOIST DETAILS Plate Hall - lbd l3-I/2"J all ,6• Plate nail - 16d (3-1/2 ) \ s: ALLOWABLE HOLES - TJI Joists box at i6" on-center• on-center box at 12" on-center INTERMEDIATE BEARING Floor panel nail - 8d NO LOAD BEARING WALL ABOVE waeew Cut ao>es 1-v2"hole be M H leer panel Hall - ad l2-I-2") 2-1/2") common at 6h Load bearing or shear wal'I See Table B common at 6" on-center• on-center above (must stack over well Web stiffeners fnha,ch� �T�reble a `"t "n Design Services below) required each side Load from :Duos seeB37 side hhattched zone DO NOT g cl Blocks panels cut or notch Bangs. " or 1-I/4" -1/4" true �� Bllocktn fig p Blocking True Joist Joist rim anel 2x4 minimum at 53W shear abovee required wor ith above 6, O 0 6 panel �% rim board, board squash below-see detail BI z x q of L2 2 x L2 a1 oe nail - IOd (3") x oe nail - lOd (3e) blocks 6" minimum minlmum 6 6" box at 6" 2 box at 6" (applles to all www.mchdesionservices.com `oleo except phone: rota. Table A-End Su ort DO NOT on-center, on-center „ knockouts) Do not cut holes krger Man Remove tongue and groove Bl B1W I/16-I pp ''+""`"ea""1eYef (631)298-2250 from floor panel edges Bound Hall( -L cut holes Incantfiever Mir imum distance from edge of hole to inside face of nearest end support reinforcement supported by 1" a-RTm to _ gd 12-1/2") Web stiffeners 2x4 min mum e-mail: tall proper blocking ROUND HOLE SIZE SQ ARE OR RECTANGULAR HOLE SIZE TJI rim ensure queltty natlTn common at 4" re required each squash DEPTH rJi michael@mchdesign.com onventional construction code minimum for to support all panel q blocks r s• 4• s-1rr e•1 ++' 1s- r s' a- s-1rY a-1n 11- 13- otet on-center, edges side at BIW and (��s,e with A3 only.See Trus Joist Framer's g 152W Use 2x4 minimum squash 7D r-0' t'6' 7-0" 5'o r-0• r6• 76• 4'6• Al ,iS,2 Must have 1-3/4"minimum A3 A3.1 3.2 i43.'!f°cket Guide for A3.1 A3.3 installation �3 'See Tres Joist Framer's Pocket Guide for B:2 2W B3 �31U� CS blocks to transfer load 9112 210 l'o• 1'6" 7-o• 5'-o 1-0• 2'-0. 2'-6" 5'-0 Joist bearing at ends pecifrcations. additional installation specifications. `��// around TJI Dist 230 r-0* 2'-0' 2'-6- s-6- f-0' 2-0. 3'-0" J 360 1'-6' 2'-0" 3'-0 6'-0 110 I'-0` ,-0` 2'6' 5'-0 I'-0' I'-0" 1'6' 4' ' 6' 6'-O" length of 210 1'-0' r-0• r-0" 2'6• 5'-e r-0" ro' 7-0• 5-0 6'-6 TJI Joist 8" diameter maximum hole Nail True Joist rim 11-718" 230 1'-0' r-0• 1'-0. 3,0" 6'-0 I'.o• 1•-0' 2'0' W-6" 1-0• 4'-0" length of �� reinforcement and for Il-1/8" - 16" des board to blocking Attach reinforcement 360 r0• 1'-0• 1'6• 4'-6• ro• 1'-0• I'-o* 2'-6' ;;6 T-6• 9 8 diameter maximum hole p 560 r-0• r-0^ r6" s'-0 8'o I•o• 2'-0" -6" To' W-O rh _ rh �� with connections to Joist with one ad Web stiffeners " 3/4hh for II-1/8 16 deep filler block, Use blocking panels: 6 „ 110 ro• r-0• ro• r-0• 7-6• s-0 1'-0' 1'-0• 1'.0' V6• 6'-0 8'-0 8 diameter maximum hole p l2-I/2 ) common nail at Nail through 2x� wood backer required each reinforcement blocking panels: 6" 4'-0" length with diameter maximum for equivalent to g 210 1'-0• 1'0• I•-0• ,'-0• 3'-0• 6'-0 1'-0" 1'-0• 1'-0• 4'-0 6'6 8'6" q for 11-1/8" - 20" deep g p n g �� n deckf WatEa orner and 14" 230 r-0• r-0" r-0' r-6• 3'6^ 6'6" r-0• 1'-0* r-0. 4'-0 To• 9'-O on one side at diameter maximum for 9-I/2 and Il-1/S blocking panels 9-I/2 deep • side at E1W blockingpanels; 6° g p p True Joist Attach reinforcement 360 V-O' V-O" 1'-0• 76• s6• e•-0 1'-0' 1'-0• ro• W6• e'-0 p E2, both sides " TJI Joist web with 2 rows IOd diameter maximum For blocking panels 9-I/2 deep TJI Joists. or Tier than 12 long, rim board {o Dist with one ad ing panel between Blocking n i, �o o• 1'-0• l'-0' 2'-6. e- v-0 1'-0• 1'-0° t6• 6'6 9'-0 lo'-0 J g (3 ) common nails at 6 „ at E3 or shorter than 12" to DO not cut flanges. a oast. Nail to to p 210 1'-0" 1,-0" 1'-0' 1'-0" 1'.6' 3'6' 6'-0 1'-0• 1'-0" 1•-0• 76' a V-O ld-4.* locking panels 9-1/Z deep "g' _ C2-I/2 J common nail at 1 p anal n-center, clinched, Use 230 1-0" r-0' r-0" r-0• 2'0" 4'-0 6'-6 r-0• 101 r-0• 3'-0• 1-0" 9'-0 n'0• n 3a0 I'-0' r-0" 1'O' I'-O' 3'-0 &'-0 9'-0 I'-O" r-0' 1'-0" 4'-0 9'-0 10'-0" or shorter than 12" to Do not cut Flanges. each corner wit connections is" Trus Joist alent to decking 16d (3-1/2 ) nails with LDo not cut flanges. rim board 3-1/2" TJI Joist sso r-0• r-0* 1'-0" 1'-0' 3'-0• 6'-6 10'-0 1'0• r-0• r-0' S'o lo'o fro• l7-0• Trus Joist 1211 length of ule. 41 6" r it 12• 15" 17• 4- s- a- to- 1r t5- 1r rim board ttach 3/411 flange widths, 12 length of 18. 36o r I'-0• 1'0• 2'-0. W-0 10'-0 r0' I'0' W-0 lo'o13'6" reinforcement to reinforcement 3/411 sso r0' r0• r-0• r-0' S'-0 n'-0• r0^ r6• 66•,r-0" 7-0' s'6• ttach reinforcement Joist web with 3 on one side at �- 3so r-0" ro• r-0• r-0• 70• T-0•l06• r-0• r0" 76• e'o n6• Ia'o• 15'6•Trus Joist rim to joist with ad (2-1/2"J reinforcement sso 1'0• 1-0• I'-0• 10• I'0• -0.1i'0" 1-0• I'o• 4'-0 96° 12'6' 14'6• 15'6• board J rows 10d l3") E5, both aides common Halls at 6" on- on one side at Wood A at E6 Ell, both aides able B -Intermediate or Cantilever Support common nails at e -4 1s Mini um distance from edge of hole to inside face of nearest Intermediate or cantilever support r A� center, When " � backer \1t`�6 ��� t g •A on-center, clinched, + e' Face grain �\ reinforcing both ��� Use 2 rows with 13-1/2" Less than 1 Jet ((,\\ \psd P horizontal aides, stagger Halle. fie+ a Less than \�1 \e G8 ROUND HOLE SIZE SQ ARE OR RECTANGULAR HOLE SIZE gg and II-1/8 5 5" >.1`ti\ '�� \f \.� DEPTH TJI El E1W O O E4 E$ E6 O ES pl G TJI Joists, \��g ��� Olt r s- 4• r-lir 9.1 Il' t3• r 3- 4- 6•1rr 8.1 1r 13- Not for use with 3-1/2" TJI 110 1•-e 2'6- 3'-0' 1,-6• 1V4%6" Joist flange widths 9-tlr 210 7-0' 2'-6' 3'6• 'r-6' 2'-0" 3'-0" T-O' 230 76' 3•-0• 4'-0 8'-0 2-e V-0Filler block Attach 360 3'-0" 4'-0 5'-6 9'-0 3'-0' 4'6" 8•-0n210 I'-0' I'-0' 7-0' 4'6" 9'-O I r-0" 7-0" T-b" 10'-0with ten IOd l3 ) box WEB STIFFENER ATTACHMENT nails, clinched. Use ten t S 11-718" 230 r-O' 2-0' 2-e 5'-0 9'6" EXTERIOR DECK ATTACHMENT / p° ]rod (3-1/2")box nails from Option 01: 1-1/8"minimum s60 2'0• 3'-0. 4'o r0"11'0" 20" 3'6• 5'0 9'6•lro' each aide with 3-1/2 it Structural exterior Apply subfloor adhesive to all TJI Joist blockingwith end 560 1'-6' 3'-0. 4'-6 W-0 12'-0' V-0' 4'.6. 6'-0 lO'6" 12'.0• „ 2-3/4" maximum 110 1'-0• 1'-0* 1'-0' 2'-0° 4'6• W-O 1•-0' 1'-0' l'-0• 9'-0 9'-0 12'-0' Web stiffeners TJI Joist flange widths, sheathing contact surfaces inks installed at 1/3 joist 11"2= J 210 r ro' 1-0• 76' s'-0 9'-0 r-0" r-0• z'o' 6'-0 10'-0 @'6• required if sides of Use fifteen nails with Backer block FlashT �I� span locations using Three ad (2-1/2") box nails, 14" 230 11-0" r-0" r-0• 3•-0. s'6.10'-0' 1.-0. 1'-0• 7-0 6'-0 10'6'MV-0" hanger do not laterally TJI Joist depths Install tight to top Bearing plate: t?1` two ad (2-1/2") Lclinched 360 1'-0* r-0" 2'-0" V-e' W6 12'6' 1'-0" 2'-0' 4'-0 9'-O 12'0" 14'-0' support at least 3/8" eater than 16". flange (tight to lush late with inside X.dP „ 560 1'-0' 1'-0" 1'-6" W-6' 9'6.13'6• r-0• 3'-0' 5'-0 10'0'13'-6" 15'-0' greater a"9 9 p Treated 2x_ \s box trails or Three 16d (3-1/2 ) box nails 2m r-0• r-0" r-0• ro• 3-0° 5'6• 9'6• -0• V-O" I,.o• 4'6" e,-6,W6, of TJI Joist top bottom flange with face of wall or beam ledger \1°3 �O 2-1/2" screws, „ at 3-1/2"TJIJotst flange widths 18, n0 r0' 1'-0• r-0• r6• 4'-0 6'6 10'6• r-0' ro• 1 S'o Io'6" 13'-0• IV-0• flan a face mount typical 11a2 360 I'-0' I'-0" I'-0• 3'-0" 6'6 10'-0"13'6" I'-0• ro' 2'-0" l'6"13'-0" 14'6' I•r'-O' angers), Attach See fastene Trus Joist Web stiffener each Sao r-0• r-0• r0• 76• T-0•u'o• Is-0" 10• r-0• 3'6• 9'0 la'6" I6'-0" ie'0• with ten 10d (3") Opt on 02: I W I side. see sizes table below. Maintain rim board {=� r m a- 10- 1r 15• 1r 4- a" e" 10- 1r 1s• 1r Top box nails, clinched 2x_strapping installed below. 2" distance !minimum) from 18. 360 1'-0' 1'-0' 3'-0' 6'-0 9'-0 V-O• 1'-0• 4'-0 9'-O 14'6' W6" flan a at 1/3 Dist span Tight fit 9 when possible, edge of ledger to fastener. J p g 560 1'-0* 1'-0" 2'-0' 6'-0 10-0 Ib'6• r-0" 6'-0 II'6' 16'6• I8'-0'20'-0 hanger g g locations using two �. 360 1'-O' 1,-0' r-O" 3,-0" 6'-0 IC-0' 15'6' 1-0" I'6' 7-0't2'6• 16'6' 19'0" 21'-0' Face (mount - sinker block Allowable Load I Factored Resistance(Ibs) � 2-1/2" screws per JOlat W Web stiffener Siz W Web Stiffener Size56o r-0• r0" r-0• r6' s-012'-0. 16'-0' roe 3'o e'6"u'0' IT-r.' 19'�• zo'6 `tea Fastener pti m 3: I-I/2" 1/2" x 2-5/Iro" min -5/161/8" x 2-5/16" min Rectangular holes based on measurement of longed side. hanger both sides 1�14"rIm board 1"e Rim n directly applied selling lee maybe located vertically anywhere within the web. Leave 1/8"of web(minimum)at top and bottom or hole. of web with 318"lag bon 400/630 N.A./N.A. I-3/4" 5/8" x 2-5/16" min 2-1/2" 1" x 2-5/16" minima single TJI 112"lag bolt 475/750 3251 N.A. When Specified on the layout,one or more of Placement. are located to web at approximately 12'on center:they do not affect bola O O joist O O -Allowable load determined In accordance with Ain 124. e three bracing options shown ILmustV be O 2-1/16"3/4" x 2-5/I6" min 3-1/2" • placement. Hl N2 •lo H3 L.A P g P W 2x4 For simple span l5'minimum)uniformly loaded Jotete meetrrg the requirements of current True Joist product gutdhea,one applications. isten"festenero required for wet-service stalled maximum elze round hole may be located et the center of the Joist span provided no other holes occur in the Joret, -Distances are based on the maximum uniform loads shown to current True Joist product guides.For other load ccmdltione or hole configurations contact your True Joist representative. BEAM and GOLUMN DETAILS ALLOWABLE HOLES - Beams and Headers Q Z BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE 2x diameter of the largest hole(minlmum) O BEARING AT WAILL WINDOW HEADER CONNECTION WALL de. 2@0%% Joist Framing ( A3 weed hole W P� Trus Joist rim board Strapper code If ° ° 0 zone ° A p o I/3 depth o o Cut only round holes and only or blocking fc�r top plate is not Blocking p lateral support. continuous over pahel safety bracing(lx4 in the center o/beam. header minimum)at 6'on-center and 1/3 span Allowed hole zone 1/3 span ROUND HOLE CHART C) extended to a braced and BEAM DEPTH MA Silent size ND � �7 O Silent Floor Joist framfmgl wall. 1• � tr''rl"1- Fasten at each foist with For unlforml loaded beams on 4 3/8 does not require bridgtnag two ad(2-1/2")nails minimum y E,In' 1-3/4" or mid-span blocking (see WARNING). Rectangular holes are not allowed. 1-1/4 to 20 z" Top flange No horse In eahlttlevers• See Illustration for Allowed Hole zone hanger -Face mount N2 No holes In headers or beams to plank orientation, O ■ , I.wr-'/•1 Parallam iPSL or hanger DO NOT beve►eutJoist At beyond Inside face of RIM board Jornt Ll TimberStrarrid L3 See current True Joist L4 rotect untreated wood from direct conta t wan. O between folsts TJI JOIST ATTACHMENT at BEARING 1�J O LSL Columint O O literature for framing �th concrete TJI Joist to Bearing Plate Squash Blocks to TJI Joist(Load t=•-t connectors A3 bearing wall above Trus Joist rim board ) O One IOd(3")box CONNECTION OF MULTIPLE PIECES OF Seat cuts must be within nail Into each flange BEARING lAT COLUMN TOP-LOADEDU BEAMS(1) box nail each wall. One 8d(2-In") 1-314"Width Pieces' TJI rim foist G8 ' side.Drive nails at an angle at • Minimum of 3 rows IOd (3" x 0.125") nails 8t 12" o.c, 1-3 True Joist least 1-1/2"from rim board I-3/4"minimum beartrg CIO Verify Ptarallam PSL Or Minimum of 4 vows 10d (3" x 0.128") nails at ELEVATED COLUMN A2 end minimuum at Tfmb)erStrand LSL 12 o.c, for 14 and deeper beams BEAM ON COLUMN COLUMN BASE BASE support column If using 12d (3-1/4") or larger malls, the CAP BI Ll Shea►transfer.Connections equivalent to capaacttg and beam number of nailing rows may be reduced Optional Boor panel Hl pa g nallin schedule non-shrink Rim to TJI Joist boeartng length, by one, 62 See current 3-112"Width Pieces: grout Trus Joist Tnrs Tolst riot board or Iitereture. Minimum of 2 rows I/2" bolts LS B3 1-3/4"wide TJI rim at 24" O.G. staggered joistOne IOd(3'�box 3-1/2"wide TJI rim t'across entire nail Into each flange TJI floor (1)Load must be applied even JoistToe nail with SOd joist beam width.Otherwise,use connections for side-loaded beams. 2-1/16"-2-5/16"wide si e box nails,ens each ,,-,Additional nailing or bolting may be required with Butting (Use B1 or B2 at TJI rim Jotstone 16d side of TJI joist flange 64 Joists (3-1/2'7 box Han brio each I-fi✓ I Lbs de-loaded multiple-member beams.Refer to current P1 P2 P3 with block, iftermediate bearings flange angle It Iload bearin shear 3-1/2"wide �'L End of Joists roduct literature. p g or TJI rim joist Top View at content (wall from above - of support. FASTENING of FLOOR(PANELS Braced end("all BEAM ATTACHMENT at BEARING Closest On-Center Spacing per Row see note 3 under True Joist rim board Nail Size TJI Trus Joist rim board TlmberStrand LSL }{I WARNING 110 and 210 1 230,360 and 560 1" 1-1/2" 1.1/2"orwider Microlam LVL Parallam PSL O One IOd(311)box nail each side or 84 (2412-)box 2-1n" 2" 6" 4• O member at bearrrlg, 8d(24/2")common 3-1/2" 2• 1&. 4" 3" 3w 3" O • I-In minimum from end 10d 13',12d(3-1/4-)box 3• 2" 6° 4" INSTALLATION TIPS O O Drive Mtle at arsee framing plan(if applicable)or framers Pocket 10d(3"),12d(3-1/4')commoxn 44/2' 3" 6" 4" 4' 4" 1 4" Subrloor adhesive will Improve floor performance,but L4 angle to minimiz6ulde for minimum end and Intermediate bearing 16d(3-1/2'common N,A. 4" 16.1 6RD 6'r" 8" 6" may not be required. O LAxterior sp p ngt (1)Canbemduoedto4•on.°eMerwithmarximumneapenehaaonofTY5-into the men.edge. When fotets are doubled at non-load bearing parallel O ttaehmD t k IIttIfig of Idtde ins. partitions,space Joists apart the width of the stall Structural Recommended nalllne Is 12"'on-center in field and 6"on-center along for plumbing or NVAG. O sheathing sheathing edge.Nailing reequirements on engineered drawings supersede Addttronal Joist at plumbing drop(see detail). O DO NOT use sawn lumber recommendations. 0 for rim board or blocking. Nailing rows must be offset at least In"and staggered. 10 Sawn lumbermayshrink WARNING 14 ga.staples I maybe substituted for ad(2-1n")nails if minimum penetration O ofterinstallation. DRAWN BY: MH of " into the TJI Joist or irtm board is achieved. Protect 0 gee ALLOWABLE untreated 1Vood11 HOLES Joists are unstable until braced laterally Farthest On-Center Spacing per Row L L L J from direct Maximum spacing of nails Its: contact with O H3 Bracing Includes: `µ . For Joist widths 1-314"or(less: Is"on-center concrete -Blocking sheathing April 01r 2007 For Joist widths greats,than 1-5/4". 24"on center DO NOT allow workers to walk on .Strutn"warla Lines .RRimim Joist DO DO NOT stack bullying materials FILLER and BACKER BLOCK SIZES Shifted joldMAddlttonal untiloists braced. on unsheathed joists.Mack only TJI Flange Widths 13/4" 24/16" 2.5116" 3-1/2" Joist over beams or walls. C^ i �1 i Plumb drop Bening plates to ® INJURYMAYRESULT. SCALE: 1/'rtt = lt'0tt 9-1/2"'or 9-1/2•or t4"or 0-1/2"or 14•or 18"or 14"or 18`or be flush with Inside WARNING NOTES: Depth 14" 11-7/8" A Weyerhaeuser 8uslt1e8s 11-7p8" 11-718" IV 11-7/8" 16" 20" 1 16" 2V Squash blocks and blocking parlele carry stacked face of wall ox Lack of concern for proper bracing during construction can result in serious accidents.Und r no al conditions If the Filler Block* 2xE� 2x8 3/8" 3/8" tit' In"+ 2xI2+ In Two Two Two vertical loads(details BI and 152).Packing out the beam followingguidelines are observed,accidents will be avoided. (Detail H2) sheathing - 2x8 2x12 web of a TJI Joist(with web attfTeners)is not a e at sheathingsubstitute for blocks or block( anels, Cantilever Filler 2YA4 2x10 2x6+3/8 2x10+3/8 2x6+In 2x10+11' � p I,All blocking,hengere,rim boards and rim Joists at the and supports of the TJI Joists suet be completely r tailed (prep"railed, (Detail E4) 4'd7" &'-0" sheathing sheathing sheathing sheathing Not 2 Lateral etrergth,like a braced and wall or an existing deck,must be establia"d at the ends or the bey. Is can 0.11 l be t t_ SHEET NO: epplrcabl Not applicable accompllshed by a tseporey or permanent deck(sheathing)fastened to the first 4 rest or Joists at the end the b '-��'^'..,`r()•�;',. long long 4'-0' longb'-0' long 4'-0° long 6'-0' long 3.Safety bracing(Ines of bt4(mintmum)nut be nailed to a braced end wall or sheathed area as In note 2 and each Jo t'Without this Backer Block* 5>/8.or 3/4"or bracing,buckling sideways or rollover is highly probable under light construction loads-like a worker or layer of tied eheething,t (Detail F11 3/4' 1/8• 1"Net 2x6 cr 2x8 2xl2 4.sheathing met be totally attached to each TJI Joist before additional loads can be placed cn the system { 1 i" 2) 5.Ends of cantilevers require safety bracing on both the top and bottom ftagss. 1 f., *Hnecessory,increase hllerand backer block henight forface,mount hangers.Maintain 1/8'gap attopofpist;seedetad W.Fiwerandbackerblocklengthsshould 6,The flaress m t trust remain straight within a tolerance of 1/2"from true alignment. aaoorradate requhed nei without spfating(f2"minimum/or backer blocks and 2l•mbrimum for firerbMdrs). or H This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, whiich should be referenced for additional information. <<r l^ /'I Cf,r ter-, WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. I � KING STUDS \ Design Services ENDWALL RAFTER WALL STUD CRIPPLE STUD o BOTTOM PLATE www.mchdesicinservices.com o RIDGE phone: HEADER LEDGER BATHTUB (631)298-2250 DOUBLE JOIST SIDEWALL e-mail: RAFTER michael@mchdesign.com JACK STUDS FLOOR USP(NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED'SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD ROOF I LSTA24 1-1/4"x24"20ga.STRAP JAPPL.Y OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH (2)JOISTS. UNDER WALL. THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 118ga. SLOPE HANGER JAPPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING @24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND METAL STRAP `. LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN VENTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION TOP PLATE BLOCKING BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING , 2x4 SOFFIT JOIST AND ALL WIINDOW/DOOR OPENING JACK STUDS AT WALL—MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA FLOOR JOIST DEPTH USP MUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - GUTTER INSTALL 4'0"O.C. /��� ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER 4"-8" LS7A24 1-1/4"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- CONTIN. SCREENED VENT AV ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN.SOFFIT/EXT. PLYWOOD INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF INCH IN DIMENSION. SOFFITED EAYE 80"- 14" LSITA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS �� GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDCOWN ANCHOR EACH RAFTER z ` ACTION PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14"- 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8"- 12" RAFTER RT20 21-1/8"x 20ga.TYDCOWN ANCHOR EACH RAFTER ON ALL OPENINGS KEEP ROOFING NAILS OUT SOFFITED EAVE DETAIL 0 2ND. FLOOR WALL , OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES �....� RAFTER BASE FLASHING WRAPS CORNERS, \ RIDGE CAP OF SAME ... EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING A / SIDES 4 INCHES AND LAPS NAILED TO SHEATHING Qy SHINGLES AT BASE MIN.4 INCHES THROUGH VENT W O WOOD JOIST � �•j TOP PLATE —� (� GIRDER/HEADER SIDE WALL FLASHINGC�► 1ST. FLOOR WALL STAPPINIG TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST W O AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD u..j FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO I�D V� RAFTER INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND V J 4"-8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION( APPLICATION PRE-MANUFACTURED ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH O Cn ON ALL OPENINGS KEEP SHEATHING MIN. 1-1/2" CONNECT EACH RIDGE VENT FOLDS C� RAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE " " " INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE THE PROPER STEEL CONNECTOR. 8"- 16 MSTA48 1-1/4 x48 16ga. STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE IF ABLE,SET FIR JOISTS APROX. 1/2 HIGHER THAN LVL HEADERS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCIHOR PLATES TO EACH STUD OF ROOF TO ALLOW FOR SHRINKAGE.&REDUCE BUMP OUTS � z O 914 DBL.SILL PLATE TERMITE SHIELD s �— SUBFLOOR ^ SILL GASKET „ — WOOD JOISTS �r TYP. CONC. FOUNDATION n CONC.. SLAB r GASKETNE 1 DAMPPROOF EXTERIOR 6 MIL.POLY _ v, \ ; 2x(o /2x8 CONTINUOUS WOOD PLATE 6MIL POLY ON EXTERIOR V GRANULAR FILL --- ' BOLTED TO STEEL BEAM WITH ° V STEEL COLUMN � � 1/2 " DIA• BOLTS 0 48" o.c. STAG. i p VCONC.SLAB ° ° �p - d° ° ROOF JACK � \�� STEEL BEAM doe A o \% V a V COMPACT FILL a � ` 4" x 1/4" x 8" STEEL ° T_ ROOFING LAPS ' TOP AND BOTTOM PLATE KEYWAY FOOTING � V � 4 � � � FLASHING AT CONC. FTG. ► �p Q�p L` I WITH 1/2�� x fo�� ANCHOR BOLT ° ^ ,w : 4 ANCHOR BOLT CONNECTION USEE LISP LBPS 8 ORB 583)TH 3x3 SQUARE WASHERS SIDES AND TOP \` 1/2" GROUT o o•. 3" STEEL COLUMN � REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA.ANCHOR BOLT _--' � I � I �DRAIN TILE p SUPPORT'ING MAXIMUM SPACING FLASHING LAPS - i ( 10 KIPS SILL PLATE TO FOUNDATION ROOFING AT BOTTOM - ---- CRAWL SPACE OR FOUNDATION) 1 STOR;Y 72"OC -' SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. TYPICAL CONC. FOUNDATION.APPLY PILASTERS MIN. 3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIEES 36"OC STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIIES 57"OC SLAB-ON-GRADE ROOF JACKS 4 VENTS DETAIL CONC. SLAB I I SUBFLOOR DOOR FRAME 6X6 10/10 WWM DOOR USE 2X8 GE--'I I a--- JOIST COMPACT FILL I I ' ' FOR BLOCKOUT STEEL BE M DRAWN BY. MH r < 4" SLAB P.T. PLATE � W/ bXb WMM SLOP4"C>RI _® NOTCH JOIST AND ADJUST HEIGHT .;: April 01 2007 4 DRIvEWAY 1/2"AIRS ACE < 1 ° 1/2`! -- , (WITH A NAILING PLATE IF NEEDED) C;t• ! AT END AND °• e " IDES OF WOOD p ° ° ° " • TO BE APROX. 1/2 OR HIGHER THAN " GRADE GI '"--Zc -=--Z�-=-- BEAMS �' D ' STEEL BEAM TO ALLOW FOR SHRINKAGE ��"b ' , r j} 'i n n _ It, itf X W.W.M. c ` 4 D ° 4° ° e�' e .° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) , 1 t %�' \`�; SCALE. 1/4 = 1 '0 " o ' 6 6 MIN. %° �°� ° ° + n a d 4 A v ' e o �'0 11 �I�1 1 II ft r x iu�� a G!'a o �'�. NOTCH BEAM FOR MUDSIILL IF REQUIRED--MAXIMUM Q , D ° c I --SUBFLOOR• G1 • REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM a °�o , • . 0 'I = REINFORCING BAR o°, a°, D OIST `+`, ` ' �, SHEET N O DRAIN TILE f--tr..l I d v ° 4 ° _� t�"' ' ' 120 a e° SHEET METAL/30#FELT'UNDER BEAM AT POINT I t• n � � '' '.�` ' OF CONTACT WITH CONCRETE OR CONC. BLOCK =Tf— STEEL BEAM a° 311 TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. °„ SHIMS TO LEVEL BEAM PLATE(BOLTED TO BEAM) F REINFORCE FOOTING WITH (2)#4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT O BEAM POCKET WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWINS OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4'" MAX. KING STUDS M H_ Design Services 4" DIA. MAXIMUM RAFTER CRIPPLE STUD CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD LEDGER SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT www.mchdesLgnservices.com RIDGE j HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS phone: MODERATE SLIGHT TO (631)298-2250 45 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE e-mail: NONE - e-mail: RAFTER JACK STUDS michael@mchdesign.com z < i0 M RAFTER—TO—LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS HEADER—TO—POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RIDGE—TO—RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. STAIR RAILING LOCATION USP NUMBER DESCRIPTION I APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/ILEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD All fasteners,hangers and anchors to be galvinized or stainless steel. ROOF I LSTA24 1-1/4"x24"20ga. STRAP JAPPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/[LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored 1-1/2"SPACE into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. MINIMUM 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall HANDRAILS RAFTER be 3 ft.below grade. 4). Deck joists to have blocking at 8'0 o.c.. RAFTER 5). Flashing shall be installed between the building and ledger.Lapping up the sheathing and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers POST and nuts at 16"o.c. TOP PLATE TOP PLATE 6). Concrete piers shall be a minimum 6"above grade. 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored BALUSTERS to girder(s). RIM/DECK JOIS WALL STUD ° OPEN E:ALUSTER ATTACHED TO WALL WALL STUD 0 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. 9).All metal connections and fasteners in direct contact with ACQ shall have the proper HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNEC71ON protective coating from the manufacture. RAFTER TO PLATE/STUD CONNECTION_ ALL HANDRAIL;SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION OF THE STAIRS. HANDGRIP PORTIO)N OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH NAILING SCHEDULE RAFTER/PLATE RT15 TYDOWN ANCHOR SHALL NOT BE LESS THAN 1-1/4" NO)R MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATTE POST—TO—DECK CONNECTION EACH RAFTER CONNECT OVERUSE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS CROSS SECTIONAL DIMENSION,OR-THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR PROVIDE AN EQUIVALENT GRIPPING;SURFACE 8"- 12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD ROOF SHEATHING: O EACH RAFTER NAIL NAIL JOINT DESCRIPTION QTY SPACING NOTES STRUCTURAL PANEL 8d AS PER TABLE 3.8 4 MAX. WFCM-SBC 4" DIA. MAXIMUM �! GIRDER/HEADER GIRDER/HEADER ROOF FRAMING: A Q ° JOINT DESCRIPTION NAIL NAIL Z NOTES W Q z JOIST POST/COLUMN ° o ° QTY. SPACING P4 RAFTER TO 8 WALL:3-8d COMMON EACH TOE-NAIL A 2: ° TOP PLATE I U WALL:4-8d COMMON RAFTER E—I POST/COLUMN CEILING JOIST 8'WALL:3-8d COMMON EACH TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL Q n n n 0 CEILING JOIST TO AS PER TABLE 3.7 EACH FACE W 0 GIRDER/HEADER PARALLEL RAFTER WFCM-SBC LAP NAIL UJ _ POST—TO—GIRDER/HEADER CONNECTION CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE t �•♦ �^ OVER PARTITION WFCM-SBC LAP NAIL V ) V J LOCATION USP NUMBER DESCRIPTION APPLICAITION COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC END NAIL SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACIH COLUMN BLOCKING EACH TOE D c�KIPORCI—I RAILING SPLICED SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACIH COLUMN POST—TO—GIRDER/HEADER CONNECTION TO RAFTER 2-8d COMMON END NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACIH COLUMN " RIM BOARD EACH END ,14 JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST USE MIN. (2) 1/2 DIA. GALV. BOLTS WITH WASHERS AND NUTS TO RAFTER 2-16d COMMON END NAIL ® STU WALL FRAMING: C14 BEARING PLATE GIRDER- JOINT DESCRIPTION NAIL NAIL NOTES • QTY. SPACING • TOP PLATE TO 2-16d COMMON PER FACE NAIL ° D TOP PLATE FOOT ° WOOD JOIST V - . TOP PLATES AT JOINTS FACE INTERSECTIONS 4-16d COMMON Eq.SIDE NAIL (A LEDGER V; ; V, STUD TO 2-16d COMMON 24" FACE ° GIRDER/HEADER 0 I I CONCRETE PIE STUD O.C. NAIL HEADER TO 16"O.C. FACE ,(A WOOD JOIST A > 16d COMMON WOOD JOIST HEADER ALONG EDGES NAIL JA TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x FLOOR JOIST,BAND JOIST, 2- 16d COMMON FPER OOT FACE NAIL CEILING JOIST TO BILDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I (MINIMUM) END JOIST OR BLOCKING FOR HEADER HEADER/GIRDER—TO—POST CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS RODI I TO ALLOW FOR SHRINKAGE. REQUIRED I I (2)BEAMS PAU44 OR WE44 POST/ BEAM ANCHOR APPLY TO EACH PIER FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER DECK FRAMING: FLASHING TUCKED UNDER I I JOINT DESCRIPTION NAIL NAIL NOTES / TOP PIECE OF SIDING AND QTY. SPACING LAPPED OVER FIRST CONTIN. JOIST TO: PER TOTE PIECE OF SIDING BELOW THREADED ROD SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL CNW COUPLER NLJT BRIDGING 2-8d COMMON EACH TOTE 1/2 DIA. LAG BOLTS W/WASHERS TO JOIST END NAIL DRAWN BY: MH CONNECTED TO BLDG. @16"OC POST BLOCKING EACH TOTE MINJIMUM TO JOIST 2-8d COMMON END NAIL WOOD JOIST END DIISTANCE BLOCKING TO: EACH TOIL April 01� 2007 BLOCKING SILL OR TOP PLATE 3-16d COMMON BLOCK NAIL o . FLOOR FRAMING o • S EACH FACE ,D LE BM MINIMIU A TOEA JOIST NAIL 1, 11 2x JOISTS o •o a END AN CE RIP 3-16d COMMON SCALE 1/4" = -0 • 12"x12"x12" w A V A JOIST ON LEDGER PER OE .._.. WOOD GIRDER '•S: CONCRETE FOOTING ' 3-8d COMMON •• '1,A 't A v TO BEAM JOIST IL,` BLOCKING FOR JOIST HANGER , „' , ' BAND JOIST 3-16d COMMON PER ,� ; E 'Qf~` SHEET N O. LAG BOLTS > TO JOIST JOIST,; / Q p HOLLOW COLUMN UPLIFT BAND JOIST TO: 2- COMMON PER .TOE MIA Li ,4~' �•a RIM JOIST/BD. o SIMPSON STRONG TIE MODEL STRR1/2 SILL OR TOP PLATE FOOTw r 111 SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATION� DECK POST FTG. CONNECTION , ` j - PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING DECK/F ORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING ' ae i f: M C H Design Services NYS ENERGY COMPLIANCE NOTES FOUNDATION: www.mchdesignservices.com CRAWL SPACE: (631)298-2250 WIMDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE MUST BE 000 . INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, e-mail: WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. E checir Software ersiO n 4.0"1 michael@mchdesign.com 1). INSULATE HEADER UNCONDITIONED BASEMENTS: 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE. ■ 0 M *ft I^, Cc e %Oe rt ifi 3). SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. 'BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ccate AL.ONE IS NOT ADEQUATE. 4). SEAL DUCTS IN BASEMENT. 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, f WINDiOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE - -- 1). CAIULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2). DO) NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. FRAMING: PLUMBING AND ELECTRICAL: SEALING BAND JOISTS DURING CONSTRUCTION: Report Date: 04/01/07 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. SEA2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. Data filename: C:tProgram FileslChecklRESchecklPARKS.rck ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST PENETRATIONS: 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. ALL EN BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. Energy Code: New York State Energy Conservation RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): Construction Code RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG Location: Suffolk County, New York CONTACT ("IC" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. Construction Type: Detached 1 or 2 Family INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. Heating Type: Non-Electric SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS STANDARD OF 2.0 CFM, (ASTM E 293). UNITS WITH A LABEL THAT REFERENCES THIS IST. FLOOR DECK: Glazing Area Percentage: 21% ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. Heating Degree Days: 5750 BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: Construction Site: OwnerlAgent: Designer/Contractor: IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER PARKS FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. iqS NASSAU POINT ROAD MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: NASSAU POINT, NY HEAT LOSS. GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" 1). PROVIDE HORIZONTAL BLOCKING AT 48" O.C. AND AS NEEDED FOR NAILERS. IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. el" . E,��: " 1�-,, � , : 9 . . _. _ - _ - TUB/'SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. - PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES C.r/ INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: 41 SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. HEATING, VENTILATION AND AIR-CONDITIONING (HVAC) EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: HEAT LOSS CALCULATIONS AND SYSTEM SIZING: 1). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. w. e -�-..�,-.. �.•__..4_.s... wti_a . _ _..._,._ __ ..___._: __ _ .m,. m �_._, - �.T.� HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 2). SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. Ceiling 1: Flat Ceiling or Scissor Truss: 1465 30.0 0.0 51 Q 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. A HVAC,SYSTEM EFFICIENCIES: 4). SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING. THE Wall 1: Wood Frame, 16" o.c.: 1346 19.0 0.0 64 Q Z THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. Window 1: Wood Frame:Double Pane with Low-E: 36 0.330 12 0 ECCCINYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL ATTACHED GARAGE: Window 2: Wood Frame:Double Pane with Law-E: 169 0.340 57 MINIP`1UM EFFICIENCY STANDARDS. 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE A D 1 Glass: Fq CEILING WITH ADHESIVE. _ Door : ass: 80 0.330 26 H HVAC,CONTROLS: 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM All Q Z CONTfROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5. TEMPERATURE PIPE AND DUCTS. Floor 1: -Wood Joist/TruSS:Over Unconditioned Space: 1465 38.0 0.0 38 CONTfROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER W a (FOR IHEATING)AND/OR 85 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. UJ HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT 4). PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY The proposed building represented LEAST 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. P P g p sented in this document is consistent with the building plans, specifications, and other calculations submitted �' SUSPIENDED OR REDUCED. SIMILARLY, S FOR EATS MUST HAVE THE CAPACITY TO with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction PREVENTUSE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60% RELATIVE DROPPED SOFFIT ON INTERIOR WALL: Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of t/) O HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR his/her knowledge, belief, and professional judgment, such Ian specifications are in compliance with this Code. Cn TEMPERATURE. TOP PLATES. 9 P 1 g P P p ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN INTERIOR SOFFIT ON EXTERIOR WALL: �' Z VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. ��Yl � ._S � � � GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 2 . HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE Q Marne - Title Si # Dat a DUCTS AND PIPES: ) FRAMING INTERIOR SOFFITS OR UTILITY CHASES. 9 DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN 3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE KNEE WALL SUPPORTING ROOF: R-VALUE LABELS ON THE OUTSIDE JACKET(ECCCNYS 102.5.3). 1). SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES PREVENT WIND WASHING. MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE 2). IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. THE INSULATED ENVELOPE OF THE HOUSE. BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR R-14. RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. WALL PLATE. DUCT'SEALING: DUCT"SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503.3.4). ALL INSULATION: PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE FULL LOFT: SEALIED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND MUSTr BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. NOT ROUNDED OR SCALLOPED AT EDGES. TAPES MEETING UL 191A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING UL 191B MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT SEALING. FILL THE CAVITY: INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING WRITTEN MATERIALS: AND DRYWALL. IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. WITH ALL HVAC AND WATER HEATING EQUIPMENT(ECCCNYS 102.3). A LABEL REFERENCE TO SUCH MATERIAL IS ALSO ACCEPTABLE. CUT AROUND OBSTACLES: INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES; CUT AROUND REDUCED MOISTURE: ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES; AND SPLIT OVER CROSS EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THAT BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FIT. THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY DOCUMENTATION OF R-VALUES: IF THERE IS A GAS RANGE. FACED OR UNFACED FIBERGLASS BAITS, AND RIGID FOAM INSULATION MUST BE INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. VENTILATION: ACCESS OPENINGS: DRAWN BY: MH MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE VENTILATION RATES. SAME R-VALUE AS THE SURROUNDING AREA. KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM April 01, 2007 INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE CATHEDRAL CEILINGS: A MINIMUM VENTILATION RATE OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. 1). PROVIDE 1" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. 2). PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. SCALE: 1/4" = V-011 SHEET N O: tom07 M C H NOTES NAILING SCHEDULE PLAN CONTENTS. Design Services WIND FRAMING NOTESGENERAL. ROOF F RAM I N G: OCCUPANCY CLASSIFICATION 1). RIDGE-TO-RAFTER ASSEMBLY: I N R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES BUILDING USE www.mchdesignservices.com When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'W/ALL:3-8d COMMON EACH BUILDING HEIGHT 22'-8" phone: 298-2250 CONSTRUCTION NOTES: TOE-NAIL c ) 1).The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10 VYVALL:4-8d COMMON RAFTER GARAGE: 821.1 SQ. FT., POOL HOUSE:552.2 SQ. FT., STORAGE: 201.1 SQ. FT. CEILING JOIST 8'WALL:3-8d COMMON EACH TOTAL SQ. FT. OF CONSTRUCTION 2ND. FLOOR LIVING SPACE: 1465.2 SQ. FT., DECK: 495 SO. FT. e-mail: intent and framing details.They are intended as a construction aid ,not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10'VNALL:4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters michael@mchdesign.cogenerallyState building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 1995 SBC HIGHH construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL WIND EDITION WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes,ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the - ATTICS w/o STORAGE 10 should'be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS LIVE LOADS PSF ROOF (GROUND SNOW LOAD) 45 3). Dimensions shall take precedent over scaled drawings. RIM BOARD :2- 16d COMMON EACH END ( ) ROOMS (OTHER THAN SLEEPING) 40 (DO NiOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 4).The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 30 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations,or lapped under construction means, methods,techniques, sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 precauitions and programs in connection with the work.There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY C specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, 2-16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 5). Reffer to the Window and Door schedule for exterior openings. INTERSECTIONS 4-16d COMMON EA SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c. at the panel edges and 12"o.c. in the field,and FIRE PROTECTION ym" 7).Thee General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c. at panel HEADER TO 16d COMMON 16"O.C. FACE SMOKE&CO2 DETECTORS) SEE FLOOR PLANS such ais bookcases,shelving, pantry, closets,trims, etc. edges and 10"o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wirnd load requirements shall be taken into account during construction. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3- 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 4 Type I I exterior sheactors BOTTOM PLATE TO:shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2-16d COMMON PER FACE NAIL FOUNDATION NOTES: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA ' length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1).The General Contractor and Mason to review plans, elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s)above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED Z 2).All footings to rest on undisturbed (virgin)soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES MODERATE SLIGHT TO 3).Prawide 1/2"expansion joint material between concrete slabs and abutting 120 B SEVERE 3 FT. NONE 2.4.4.2 and 2.2.4 respectively. QTY. SPACING . 45 LBS. 11 ' r r JOIST TO: 4-8d COMMON JOIST NAIL TO HEAVY MODERATE O concrete or masonry walls occunng in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Amy new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be ins ttalled with#4 re-bar, 18" long at 12"o.c.. Use approved epoxy for installation. 3.5. P SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 5).Unless otherwise noted all slabs on grade to be 2500 p.s.i.. Concrete to be BLOCKING EACH TOE 9 TO JOIST - 2-8d COMMON END NAIL @ @ �.T.� 9 CATHEDRAL CEILING ASSEMBLY: 4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. 8d COMMON 6"O.C. SEE NOTES: 1,3 �~ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs ). BLOCKING TO: EACH TOE " " SEE NOTES: 1 (BOTH FIELDS) (' '� to be iminimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and Y-16d COMMON INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD V A 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATL BLOCK NAIL along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES: 1,3 Q Z .� 6).Cr,,awl spaces to be provided with a minimum 18"x24"access opening. Install one attached with the above requirements. - 16d COMMON O DECK AND COVERED PORCH NOTES: 8xl6 icast iron foundation vent for every 150 sq. ft.of area. TO BEAM JOIST NAIL JOIST ON LEDGER PER TOE NOTES W _ n 7). Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM gdCOMMON JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. h�l N.Y.S'). Residential Construction Code.A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END IN All fasteners, -16d COMMON Q the blow grade portion of exterior walls prior to backfilling, hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, Z BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. a 8). Drrainage as per section R405 of N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMON F�1 Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 UJ P P P 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF S H EAT I ,t ')G: For framing members with <0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).AIII framing techniques and methods as prescriptive design of 1995 SBC High Wind 3). Posts supporting girders shall be anchored to a 12"xl2"x12"thick concrete footing. JOINT DESCRIPTION NAIIL NAIL Editiom Wood FramingConstruction Manual. QT)Y. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall be 3 ft. framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. below grade. Porches with covered roofs shall have 12"dia. concrete piers for the girders. STRUCTURAL PANEL 8di AS PER TABLE 3.8 2). Umless otherwise noted,all framing and structural wood mateial to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Dougllas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE � Z 3).Flloors,walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 9 P 5).A minimum of 10 inch flashing shall be installed between the building and ledger. PNAIL NAIL O otherwise. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts JOINT DESCRIPTION IQTY. SPACING " " SEE NOTES: 1, 3(BOTH FIELDS) a 9 9 4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. 4). Unless otherwise noted ,all bearing wall headers to be (2)2x10#2+ STIR. needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD .Doug. Fir. 5d CCOOLERS " " " Bearing wall headers to have(2)jack studs and (2)full length studs on each side of all WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. SEE NOTE: 3 openiings. LVL headers to have(3)jack studs and (2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. WALL SHEATIHING: openiings. Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored PNAIL NAIL NOTES openiings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION (QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d C',OMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC anchors where applicable to all connecting joists. PLUMBING NOTES be used. 7/16"OSB 3"O.C. EDGE 6d COMMON " 2 .Tabulated 12 inch o.c. nails spacing assumes sheathing attached to stud framing members with 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 O.C. FIELD ) P 9 9 9 Floorrs to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7 O.C. EDGE G>0.49. For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. WALLBOARD 5d C:OOLERS 10"O.0. FIELD on plans. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 7). P(rovide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists FLOOR S H EA7 H I N G: NOTE: under all bearing walls. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 8). P'rovide insulation baffles at eave vents between rafters. Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needled. HVAC SYSTEM NOTES 1"OR LESS 8di COMMON 12"O.C. FIELD 1). PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10-0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9). Unless otherwise noted, all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NO TES: 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX:exterior sheathing grade plywood. Plywood to cover over plates and headers. requirements. 3). INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY'TO BE REFERRED TO IF Section R602.8-FIREBLOCKING REQUIRED 10). iUnless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed equipment supplier. over subfloor as per manufacture's instructions. 1). Nailing requirements are I based on wall sheathing and to form an effective fire barrier between stories, and between a top story and the roof space. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the painel edge. If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. 11).,All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage walls and Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge b obtain higher ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities, nailing reqluirements for structural 1). In concealed spaces of stud walls and partitions, including furred spaces,at the ceiling and floor to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled, or alternate connectors, levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 such as shear plates,shall b)e used to maintain load path. feet. Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walls constructed 12).,AII roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S. Residential Construction Code. using parallel rows of studs or staggered studs. DRAWN BY: M H approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is c(ontinuous over connected torch down type material over. 2).All electrical work shall be approved by a qualified q Underwriter. members,the tabulated numiber of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 13).,AII sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced tot - 16d nail Iper foot. drop ceilings and cove ceilings. April 01, 2007 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S. Residential Construction Code. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY,THE CONTRACTOR MUST CHECK ALL DETAILS ~- =;rr." .: .. under stairs shall comply with Section R314.8, N.Y.S. Residential Code. ,, •. �� i�:-'!��.,� " _ ' " AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME FOR ALL GOVERNING CODES AND BUILDING PRACTICES. THESE DRAWINGS CONFORM TO GENERALLY .�': . f LE. 1 4 1 -0 4).At openings around vents, pipes and ducts at ceiling and floor level,to resist the free passage of _ ACCEPTED BUILDING PRACTICES; HOWEVER STATE AND LOCAL CODES VARY WIDELY. THE DESIGNER SHALL NOT BE HELD LIABLE FOR ANY ERRORS.ALL flame and products of combustion. t, CONISTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES. DO NOT SCALE DRAWINGS, USE ONLY THE PRINTED b SHEET N O 5). For the fireblocking of chimneys and fireplaces, refer to Section R1001.16. N.Y.S. Residential Code. ; y;;F : lx SURVEY OF LOTS 22 & 23 MAP OF SECTION A NASSAU POINT CLUB PROPERTIES, INC. FILE No. 745 FILED OCTOBER 4, 1919 SITUATED AT NASSAU POINT g,0 p,D TOWN OF SOUTHOLD r� EN SUFFOLK COUNTY, NEW YORK EN rlAD S.C. TAX No. 1000-1 1 1 -09-5.1 OLD 1000-1 1 1 -09-5.2 SCALE 1"=30' r� MAY 30, 2007 o FEBRUARY 15, 2008 TOPO FILL AREA 6r o 1D4 w w AREA = 81 ,985 sq. ft. 10� (TO TIE LINE) 1 .882 CIC. woeo a w+�s m .NDD 40 Ln 1 NOTES: 1 1. ELEVATION DATUM IS REFERENCED TO PRIOR SURVEY BY ROBERT FOX L.S. J EXISTING ELEVATIONS ARE SHOWN THUS:mj � 1 r y1 rNr LOT x 1 x 1 " � 1 = 1 l 01 -ld y N 8.36'S0 DRYWE4 4 DEEP 1 y OA 1 � GrypVO- t _ > 1 (3—DRYWEU 14.5'DEEP ^� SO �'•M "— —" �1 ' 1 LOT 22 x - mll 1, H 1 1 -� ,a' DRYWELL 11'DEEP & r(�\ +4.2 y RooF QIERH 0 1 ca+c.ors rn 0 7.2' sg 1 1 13S gU11 D 5.5 Re'� 1 1 22. 1 0 O O �r1 WGGD ,{GUSE _ O 1 aIV 1 ��.PGRc1+ +o.j � �—3'15.8' 1s+ � 11 LOT 18.7, 1- O0 I 203' 1 PREPARED IN ACCORDANCE WITH THE MINIMUM 1 — STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED 1 1 FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. 1 1 or- NEt,Y j\FT Co 0 1 LOT z4r� 0 „ ( ' • 6950 w / I N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE LA EDUCATION LAW. Nathan Taft Corwin III COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND 992 Roanoke Avenue TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY Riverhead , New York 11901 AND/OR EASEMENTS OF RECORD, IF PHONE & FAX (631 )369-5473 ANY, NOT SHOWN ARE NOT GUARANTEED. PARK L � E0W - + " D NOV 19 2",1,7 M E H_ Design Services Southhold Town Board of Trustees www.mchdesignservices.com phone: (631)298-2250 e-mail: G A� michael@mchdesign.com onic � ac� tfmber bulkhead bttm. slope allLKWEAD RETAINING WALL RO AS NEEDED FTATNI WAL WAL I,.fit LOPE PICKET F G SWA ✓0. ""� 1 _�— TO E LLTDI A �'� V VO x 6 w4' b A � STORMWATER MANAGEMENT REQUIREMENTS WHERE APPLICABLE ° 9yr•• �{ i CE '��r. s-- ZA VA 71N� STANDARD AND SPECIFICATION FOR STRAW BALE DIKE STANDARD AND SPECIFICATION FOR SILT FENCE GROUND I WIRE TIE DEFINITION: DEFINITION: k� A TEMPORARY BARRIER OF STRAW OR SIMILAR MATERIAL USED TO A TEMPORARY BARRIER OF G:E7rEXnLE FABRIC(FILTER CLOTH)USED BALES BUTTED INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS TO INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS �' �i°✓'` 12X1 TIGHTLY TOGETHER NOTE: OF DISTURBED SOILS. OF DISTURBED SOIL. T- PROPOS10 SILT FENCE IS PREFERRED,7 SIGNIFICANNT GRADE EXISTS,STRAW BATES MAY BE PURPOSE: PURPOSE: IDLEASI RE%MD TO BE PACED ON TILE DOWN5STREAM SIDE OF THE SILT FENCE. THE PURPOSE OF A HALE DIRE IS REDUCE RUNOFF VELOCITY AND THE PURPOSE OF A SILT FENCE IS TO REDUCE RUNOFF VELOCITY AN 1 A 4", !EFFECT DEPOSITION OF THE TRANSPORTED SEDIMENT LOAD.STRAW EFFECT DEPOSITION OF TRANSPORTED SEDIMENT LOAD.LIMITS IMPOSED PROPOSEDR NINGW L '6 L BALE DYKES HAVE AN ESTAIATED DESIGN LIFE OF THREE(3)MONTHS. BY ULTRAVIOLET STABILTY OF THE FABRIC WILL DICTATE WE MAXIMUM WATER2 CONDITIONS WHERE PRACTICE APPLIES: PERIOD THE SILT FENCE MAY BE USED. •,J ry vG„may. q� T--. �G rr" THE STRAW BALE DIKE IS WERE:WERE: CONDITIONS WHERE PRACTICE APPLIES: AY BALES TO a �0 GR TO BE £' � 'q �""�� �y`a '`"A •u WY ASILT FENCE MAY BE USED SURECr TO THE FOLLOWING CONDITIONS: A ILT UP 1}HX)OTHER RUCTICE SFEASIBLE { 1}MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF 10 B INSTALLED .,10• `- 4THEREISNOCONCINIItAnMOFWATERINACHMIMELOR A SILT FENCE ARE PR RTOANY A � E T7 ELEV 56� .P fl ,�• � TOTAL ROOF SQ. FIG.: i OTHER DRAINAGE WAY ABOVE T"E BVtREEt SLOPE HAXMtM 8L0PE CON UGTIO 12)B'X :,p 1)' ' 3280 if \, '�, LEAf. y� ��( 3}ETOSON WO M a sl AD oaD1R THE FORM ST�S: 1EMGTH(FT.)TrxosLON. 7.1 50 PO LS ; �^�/"'� D.W. 4}LENGTH OF SLOPE ABOVE THE STRAW BALE DOES NOT ExCE® 31 T5 % 20'X50' S'DIA. T)`�cLL"MrM TTRUCtION�!T BL.�LING57M kH to 1G• POOL D.W. ''°`� S'DEEP AT 100% WATER RUNOFF: P v ELOPE SLOE Tu 8'D (O PRE-ASSEMBLLED 2a B° 8 PLATTER THAN D:I 200 O . SILT FENCE 21 MAW"DRAINAGE AREA FOR OVERLAND ROW TO A SILT FENCE tt Q r EP EX.PATIO 547.8 C U. FT. STRAW BALE AND SILT FENCE bVl:' 40 SMALL NOT EXCEED 112 ACRE PER 100 MET OF FENCE;AND 5.O 3d 33 TS 3} 3-IR:I W ADO EROSION WOULD OCNRIN 7HE FORM OF SHEET EtO5I0N,AND O W. T DTA o INSTALL (4) 8' DIA. X 4' DEEP DRYWELLS 44 75 US4}THERE IS NO CONCENTRATION OF WATER ROWING TO THE BARRIER. ti OFF ADJACENT ADJACENT WHERE SLOK GRADIENT aaMtsTMRaw'nEDRAINAGE AREA, CRITERIA FOR SILT FENCE MATERIALS m d' RACK 'LSD _ — —— PROPERTY PROPERTY STEEPNESS IA�DIKE. °PESE<T'°"GD'TR>B"'"G Ld `n EXISTING 2-STY.HOUSE = 676 CU. FT. CAPACITY TYPICAL RESIDENTIAL FLOW \i. 1}SILT FENCE FABRIC THE FABRIC SMALL MEET THE FOLLOWING I HOUSE FOOTPRINT W SPECIFICATIONS UNL£SS OTHERWISE APPROVED EN THE MPROPIATE EROSION AND SEDIMENT CONTROL PLO APPROVAL •I 45.001 (1) AT EACH CORNER OF HOUSE SILT$TOP \, y THE PRACTICE MAY ALSO R USED FOR A SINGLE FAMILY LOT ff THE AUTHORITY.SUCH APPROVAL S Wy NOT CONSTITUTE STATEWIDE ) !+1 Y SLOPE S LESS TA 15 PERCENT.THE THAN ONE E ND THE NEIGHBORS GRADE AND THIS PARCEL POST,,, 11 Y � �Y ACCEPTANCE STATEWIDE ACCEPTABILITY SMALL OEPEA®ONM L♦7 AREA H OF S INSTANCE THE DIN SMALL LL K LESS ACE MD TIE FIELD ANWOR LABORATORY OBSERVATION AND EVALUATIONS. TO BE FILLED AT SAME TIME TO LENGTH OF SLOPE ABOVEnE DINE SI&L BE LESS THAN 700 FEET. t9 PORG W/ ERGO eAao-lLL 14RIRBMWU ELEVATION 56' T.� EX LH rl OG� FABRIC PROPA2TIES .Ncc� EL HE E TEST THOD O r , -`, VAE Tao X. .-P V �i �Rd°TeNBILe 90 ASTM�wz O PROPOSED 2 STY. O �D � STRETIGTM rEx) 3 NATIVE `, gFAJLUF MAT BO ASTM DT602 CATC BASIN O ADDITION M m C3 RECOMMENDED W MUUX'N MUNST 190 ABTM D3TBc Qi ® C� Q EX. 0 H PROPERTY LINE STRENNGTH meU A9 W O EVENLY SPREAD STRAW TOE-IN 50.00 ITOM APPROXIMATELY F4INGlURE STRENGTH(Ex) 10 d3TN IT51 -- _-- - o FULL WITH OF R(VI SWR'EF IN RATE 39.E 62 D.W. r- A (US)&LY 15� bo PRE-ASSEMBLED SILT FENCE G IAnINM) O3 �7 T- IVALerT OFMENINC 8aE +oso US ST.SIEVE G $DIA. (n cu oo2g S YST Ir DEEP W L'IRAVIOLETRADIdT TON CUREdGUTTER M�W���M��I�v ]INCHES LONG.UNITS): OOD POSTS WILL BE OF SOU�o CITY STREET WAL17Y HARDWOOD WITH A MINIMUM CROSS SECTION&AREA L�A OF 3O SWARE BNOES.STEEL POSTS WILL BE STANDARD T AND J 63 U SECTION WEIGHING NOT LESS THAN 1.00 FUND PER LINEAL FOOT. ; 3}WIRE FENM(FOR FABRICATED UNITS);WIRE FENCING SHALL n BE A MINIMUM 14112 GAEf WITH A MAXIMUM 6I.MESH OPENING, H STRAW BALE DIKE DETAILS SILT FENCE DETAILS OR AS RK ED. ® A a 4}PR9ABIGTED UIIIS:ENWROFBNCIi OR APPROVED EQBA.MAY ¢ (2)SOXSO LOT COVERAGE: BE USED W LIEU OF ABOVE METHOD PROVIDING THE UNITS SPACING OF POSTS FILTER CLOTH:FILTER X. INSTALLED PER DETNLS SIK)WN. In BOlra)B&B IRA® 2 RE-WJM STEEL PICKETS OR TO BE 6-10 FEET MART MIRAFI IOOX O CAT BASIN ��I f gLp�, LOT #22: 41395.3 SQ. FT. R��/JR• IN fAMOUt 2'x2'STAKE I- -X INGROUND. STABllpNKATIMM o 1 DRIVE STAKE MUSTI WITH B&ES OR APPROVED EQUAL. / 1.SET STAKES 2.EXCAVATE A 4"X 4'TRENCH UPSCALE S Cn � DRAINAGE AREA NO MORE THAN 114ACPER ALONG THE LINE OFSTAKFS. LOT#23. 41195.3 SQ. FT. �J 100 FETT OF STRAW BALE DIKE FOR SLOPES i! r II I tMTH1N 25%. r Ib y_'S' �. EXISTING HOUSE: 2687 SQ. FT. Z P4 CATCH BASIN i PROPERLY INSTALLED STRAW BALE L, I QpAp i pa®t C41 EXISTING PATIO / PORCH: 493 SQ. FT. (DmS-SeaOm) o zMW. . ,��;.; r". •.w��., FORAODEIONAL5T1lENGTHHLTE0.FABUiC O 10x10 EXISTING BUNGALOW: 470 SQ. FT. F � CAN BE ATTACHED TO A 6INCH(MAX)MESH P.4 WIRE SCREEN WHICH HAS BEEN FASTENED TO C. }� THE POSTS.(N U2W 6'MAx MESH OPENINGS T ASIN PROPOSED ADDITION: 1325 SQ. FT. �S 1.Excavate the Trench ;2.PLACE AND STAKE STRAW BALES. SACKtEata TRENCHN 3.STAPLE FILTER MATEJRW.TOSTAKES 4.BAGCFDI AND COMPACT � PROPOSED DECK/ PORCH: 385 SQ. FT. AND EXTEND IT INTO TRENCH. THE EXCAVATED SOIL Lot 22 1 D t L t # 3 ANGLE FIRST STAKE TOWARD � J� ���LY�� TOTAL COMBINED PROPERTY: 82590.E SQ. FT. Q WEDGE LOOSE STRAW FILTER FABRIC MATERIAL SECURELY ATTACHING TWO SILT FENCES 58 4iI BETWEEN BALES FASTENED THEWIRE POSTS ORff05ED THE WIRE �❑ �� SHEET FLOW INSTALLATION tg 020 I TOTAL COMBINED STRUCTURES: 5928 SQ. FT. (PERSPECTIVE WEW) V\ �Il PACE THIS ENO I. OF FILTER FABRIC Y6IATHU POST OF THE OUST EXTNDINTMATEIAL AID THOND E "I TOTAL COMBINED LOT COVERAGE: 13 BA6 MAST BE TIGHTLY COLSfRIK710N SPI37FlGTONS: MUSE EXTEND 7M'O p POST THE END ABUTTING WrF4 NO GAPS. TRENCH AND BE ANOX)RM POST OF THE I}BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE WITH COMPACTED BACIOELL FIRST FENCE OW WITH NDS WNTOURANDILA EMBEDDED INTH(SOILYMINI UM � - (LOT#22: (1783.7.7 SQ. FT. STRUCTURES)): 4_3 /o ®\ TEADWENT BALLS. CONSTRUCTION SPECIFICATIONS: ROTATE BOTH POSTS 2}EACH SALE SMALL BE THE MTFESALA MINIMUM OF POSTS:STEEL EITHER AT LEAST 180 (4)INCHES AND PACED 50 THE BIOINf6 ARE MORIDONIAL TOR TP DW OR DEGREES IN 1}WOVEN WIRE FE3EE TO BE FASTENED SEQIRELY TO 29a,IW+DIWTOD _ CLOCKWISE A 3'MAX. A FENCE POSTS WITH WIRE TIES OR STAPES. ;).DIMES EVIL BE SECURELY MMOIORED IN PEACE BY EITHER TWO RUNOFF CREATE TIGHT STAKES OR RE-BARS DRIVEN THROUGH THE BALE THE FIRST CREATE A TIGHT B 2).FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN SEAL wTH THE LOT#23: 3576.3 SQ. FT. STRUCTURES)): 8.7 % ® i STAKE IN EACH BALE SHNL BE DRIVEN TOWARD THE PREVIOUSLY FABRIC MATERIAL W D BALE AT AN ANGLE TO FORCE THE BALES TOGETHER.STAKES WIRE HENCE WITH T�SPACED EVERY 24'AT TOP AND MID 56CR012. SMALL BE DRIVEN FLUSH WITH THE aALE n.INSPECTION SWL BE FREQUENT AND REPAIR REPLACEMENT SHALL 161NME5 DIRECTION OF RUNOFF WATERS 3).WHEN TWO SECTIONSOF FILTER CLOTH IX INC EACH ( )) OTHER 11Er SlA1 BE OVFRUPP®BY SIX WOES BE MADE PROMPTLY AS NEEDED. (MIN.) I I I SERVED DRIVE BOTH POSTS A FOULED 'TRENK S).BALES SHALL BE REMOVED WHEN THEY HAVE SERV THEIR T%A'TRENOI � ABOUT 10 WHES ID INTO THE GROUND 4}MAINTENANCE SMALL BE PIT FORMED AS NEEDED AND 3.BACKFD L AND COMPACT THE USER LNE_SS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR AND BURY FLAT' POINTS A SHOULD BE HIGHER THAN POINT B MATE&U REMOVED WHEN'BULCES•DEVELOP INTHE U ED EXCAVAT SOIL. DRAINAGEINSTALLATION SILTFMM (FRONT ELEVATION) 11 6'0"E 200. l�lassa u t DRAWN BY: MH November 16 2007 SITE PLAN " = T_ ) �r; �-� •, �; SCALE: 1/4 111 0 SCALE: I" = 30'-0' SHEET NO: _ ^ LNOV 19 20�,�E`7 M C H Southhol Town Design Services Board of Trustees www.mchdesi-qnservices.com phone: (631)298-2250 e-mail: michael@mchdesign.com HWM c� C o n I C a y timber bulkhead bttm. slope SULKHE40 ESPEii_ RETAINING WALL ------------ OS AS NFFDFU WAL �a WAL � . LOPE „ PICKET F NG S10A a t 50- fl A STORMWATER MANAGEMENT REQUIREMENTS rk WHERE APPLICABLE •:A a '� rXr 2-IN OUNo STANDARD AND SPECIFICATION FOR STRAW BALE DIKE STANDARD AND SPECIFICATION FOR SILT FENCE WRETIE DEFINITION: DEFINITION: RYIOGE A TEMPORARY FARRIER OF STRAW OR SIMILAR MATERIAL.USED TO A TEMPORARY BARRIM OF GEOTEXT1E FABRIC(FILTER QDTH)USED 6ALES YTOGE RED INTERCEPT SEDIMENT LADEN LADEN RUNOFF FROM SMALL DRAINAGE AREAS TO INTERCEPT T SEDIMENT LADEN RUNO FROM SMALL DRAINAGE AREAS �' `v., 12X1 NOTE: TIGHIEIR OF DSTURBED SOILS. OF DISTURBED SOIL. PROPOSE SILT FENCE IS PREFERRED,IFSICGMFICANT GRADE EXISTS,STRAW BALE MAY BE PURPOSE: PURPOSE: Q� (� D UlIp 1 "�'�" ° ° ASI REQUIRED TO BE PLACED ON TIRE DOWNSTREAM SITE OF THE SILT FENCE. I A EFFECT ECT POSE OF A B DEPOITIONOEHEESrOOR11ED SEDIMERUNOFFNT LOAD.SFRA EFFSC7 EPOOSE OF A ION Or FENCE IS TO REDUCE SEDIMENT LOAOFF D Tf ANIMP `cr B LE D DEPOSITION HAVE EON E THE TED DESIGN LIFE OF THREE()STRAW BY LIL DEPOSITIONTRANSPORTEDIEFA SEDIMENT IOTA LIMITS MAXIMUM PROPOSED NING W L e BANE DYKES NAVE AN ESTIMATED DESIGN LIFE°F THREE(3)MONTHS. BY ULTRAwOLET STABILITY OF TIE FABRIC WILL PIRATE THE MINIMUM PERIOD THE SILT FENCE MAY BE USED. NVATER CONDITIONS WHERE PRACTICE APPLIES: 'COO +'" TTEmtAwBREmIEISLamwHEE: CONDITIONS WHERE PRACTICE APPLIES: AY BALES TO 6• GR TO BE �'A a �� q���'^� L •a..� I)LAID OTM PRACTICE LS FEASIBLE. ASILT HENCE MAY BE USED SUBJECT TO THE FOLLOWING CONDITIONS: B INSTALLED 'V— X ILT UP { I TOTAL ROOF SQ. FIG.: 1}MWMUR ALLOWABLE SLOPE LENGtHS CONTRIBUTING RUNOFF TO a ID. r ASILTFENCEARE PR R TO ANY 'GJ ELEV N 56' ° -`- ZL OTHERTHEREEIq OGE WA ABOVE HWATBIIN ACUWNft O0. ROPOSC ,:,a a ' (--.. 3280 OTHER DRAINAGE WAY ABOVE THE BVIRIDt IN.ppI HAXRtUM N.ppE CON RULTION� 12)8'x ,r' ,..� 3).EROSION WORAD OCCUR IN THE FORM OF SHEET EROSION. 6TEEPHffiW LENG�(m) 't. LP G ) �,S D.W. W A),IEFRTI. {OFWnANONETHESMWIALEDDESWrDC® 3d T x 20'X50' 8'DIP. THESE LIMITS. \/\ Ip, POOL �n, �°� �i >�'DEEP ro AT 100% WATER RUNOFF: OaNBTTaIctTOM F'9lLBNT SLOPS L@YEN A.1 is SLOPE SLOPE (RA) PRE-ASSSEMBLED 2.1 so 25 FLATrM TI."sa 200 ; 8 EP EX.PATIO 547.8 CU. FT. SILTIFENCE STRAW BALE AND SILT FENCE ?311U '� 5 ��1 CREPPER1OVERLANDROFFENNCE;AOW TO A ND aNM At 0 31 � � 5. 3).EROSION WOULD OCCUR IN THE FORM OF SHEET EROSION;AND 34�' ;� 41 THEM ISNOCON�FTRATIONOf WATER M,WINGTDMEBARRIR. 6 °'" � o; ;� INSTALL (4) 8' DIA. X 4' DEEP DRYWELLS VAIBRE SLDRE(RMIBR tHANG75 THR01Ki1 THE DRANAGE US AREA, CRITERIA FOR SILT FENCE MATERIALS 4I —4 ADJACENT ADJACENT STEtPNESSREFERST°J,ESTEEP6TSLAPEffC1IDRC°NTRIBUTM + F 'S" u, --- `- --- --C%j = 676 CU. FT. CAPACITY TYPICALWESIDENTIAL FLOW 1}SILTSPEa�TFiaauGN�FARICSHELMPERET DE F FOLLOWING ' PROPERTY PROPERTY `' TO THE muw BALE DNF� W N I EXISTING 2—STY.HOUSE "011SE�O�WM Y - ' (1) AT EACH CORNER OF HOUSE THE PRACTICE THAN ALSO BE USED FOR SINGLE FAMILY PAT IF AUTHO RI TE EROSION RO SEDIMENT PLAN APPROVAL 45.00' SST SIUI' SLOPE 6 HIS THAN 15 PERCENT.B,THECONTRIBUTINGTHAN NNEAC DRAINAGE AUTHORITY SUCH APPROVAL EPTA NOT SHALL DEPEND STATEWIDE O ) Rosr �, Ac�raNrE STATEWIDE A0I=PTABIIttswuLfIEPEPDaW NEIGHBORS GRADE AND THIS PARCEL ram,, AREA W THIS INSTANCE SHALL BE LESS THAN ONE ACRE AND THE O w ' LENGTH OF SOPE ABOVE THE DIE SMALL BE LESS THAN 200 FEET FIELD AND/OR LABORATORY OBSERVATION AND EVALUATIONS. TO BE PILLED AT SAME TIME TO PORC W/NERCO O enoTLL g ELEVATION 56' tY) EX CH .-i O�AV'A FABRIC T'ROPBRT66 ALx9'TAFAI a TEST IETTIOD O r , � VALJ6 00 �' V 5; GRAB T@1BILE 0 C) -RILED 90 Asm C)o16sz O PROPOSED 2 STY. STRENGTH rbc) 3 Q Z H NATIVE O ADDITION O SOIL F30NGALTtON AT SO ASTM DI682 FAIIRE aJ IR CATC BASIN ('n � PROPERTW LINE RECOMMENDED FILJXN ISURST O EVENLY SPREAD STRAW RECOMMENDED TOE-IN STRENCIM fP61J Kb A87H OBT86 (P @ coW 0 \ EX. CH t"uHcnnee 6TRENGTu rR,..J 4o ASTr4 Dist 50.00 � fn Or/J• �FULL WIDTH OF P/`N SLURIRY FLOW RATE FR(�LOM A xiMATELr PRE-ASSEMBLED SILT FENCE rget FLOW I O3 3q'q' 62 D.W. ti E3AWALENT OPENING SIZE 40i0 US 6T.SIEVE V DIA. [� N.vAoozB G [� UW.TRANOLETRADIATION A6TT7 G-ffi S T YST S'DEEP I� CURB A GUTTER KNUMUM OF 36�INCIEESS LONG.WOOPOSTS�'LL BARE OFSHALI.SOUNDA AT Z CITY STRIEET QUALITY HARDWOOD WAH A MINIMUM CROSS SKIIONAI.AREA OF 3A SQUARE INCHES.STEEL POSTS WILL BE STANDARD T AND t 63 ~ U SECnM WEIGHING NOT LESSTHAN I.W PLIND PER LINEAL FOOT. 3 3�WIRE POKE(FOR FABRICATED UNITS).WIRE FENCING SHALL BE A H tAt MINIMUM 14 ROVE GAUGE WRM A MAXIMLM 6 M MESH OPENING Z ® A P� STRAW BAIZE DIKE DETAILS SILT FENCE DETAILS REFAEWOR AS PRDY� (2)IOX10 1�PR USED IN UEU OI,S:ABOVE METHOD PROVIDING EQUAL MAY tea. LOT COVERAGE: BE USED IN LIEU OF PROVE ME1140D FROwDING THE UNIT IS V SPACING OF POSTS FILTER CLOTH:FILTER X. INSTALLED PER DETAILS SHOWN N BOUND BALES RA® 2 RE-BARS.STEEL PICKETS OR CAT BASIN IN CONTOUR 27Q'STALE 1-1!!-3'W IRgIND- lb BE E10 FEET APART STAULRMT14DIN DRIVE 5TAK61151WITH� OR APPROVEDEQLLAL. a BLDG. � LOT#22: 41395.3 SQ. FT. � 1.SET STAKES 2.EXCAVATE A 4"X 4"TRENCH UPSCALE E # O I1 23: 41195.3 SQ. FT. !� CIO ` II/( C� DRAINAGE AREA NO MORE THAN 1/4 AE PER ALONG THE LINE OF STAKES. I I I 100 T S FETFNAN F STRAW BALE DIKE FOR SP AS 1 '. iai5! C4 CATCH BASIN � EXISTING HOUSE: 2687 SQ. FT. Z PROPERLY INSTALLEDSTRAwBALE EXISTING PATIO III PORCH: 493 SQ. FT. �- EXISTING BUNGALOW: 470 SQ. FT. ^ . FF �u • N 1�1 FOR ADDITIONAL STRENGTH FILTER FABRIC 10x10 CAN EEATTACHED TOAS SEEM FASTE MESH 0 WIRE SO1EEN wTIIa IUIS BFE/FASTENED TO L THE POSTS.(14 112 GA 6•MAK MESH°PEENING) 1.Excavate the TTenctl 2.PLACE AND STAKE STRAW BALES. 6J`CKTIIEDTR°'61 3.STAPLE FILTER MATERIAL TOSTAKES 4.BACKFIIL AND COMPACT N e T ASIN PROPOSED ADDITION: 1325 SQ. FT. \a\ AND EXTEND IT INTO TRENCH. THE EXCAVATED SOIL // j..Ot 22 10 0 L t * 3 PROPOSED DECK If PORCH: 385 SQ. FT. PR�EVIIOUSLY StANE[AM BALE TOWARD 40 J TOTAL COMBINED PROPERTY: 82590.E SQ. FT. CL M YAM LOOSE STRAW FILTER FABRIC MATERIAL.SECURELY ATTACHING TWO SILT FENCES S 4 BE,WEENBA S FASENHTHEWIREO THE ESORff S1D �_ SHEET HAwINSTAE DN IDS (00 I TOTAL COMBINED STRUCTURES: 5928 SQ_ FT. THE WIRE MESH PLACE F T ENp OB-IJT17 YE VIEW) OF FILTER FAIDY 6INCH6 ROSE OF TEE ro �2 OF TEXT EXTEND INTO BRIE EN /y.to TOTAL COMBINED LOT COVERAGE: 13 /o BALES MIST BE TIGH ILLY CONSTRUCTION SPECIFICATIONS. MUST EXTEND 1MOAffn INSIDE RE END '/ ABUTTING WITH NO GAAPS. TRENCH AND BE ANCHORED POST OF THE I}BALES SAL BE RACED AT THE TOE OF A SLDPE OR ON THE WITH COMPACTED BACKELL FIRST FENCE \ CON/CR AND IN A ROW WITH ENDS TIGHTLY ABUTTING MATERIAL \ /®\ THE ADIACENT HALES ROTATE BOTH P(15I5 CONSTRUCRON SPE�TCATIONS: 2}EACH BAESNLBEEMBE00®1N THE SOIL AMWMUMOF POSTS:STEEL EITHER RAT LEAST OTATE (LOT#22: (1783.7.7 SQ. FT. STRUCTURES)),: 4.3 °/ (4)INCHES AND RACED SO THE BINDINGS ARE HORIZONTAL 2 OR'U'TYPE OR DEGREES A 3,"VA 11 WOVEN WINE WITH lb BE FASTENED STAPLES. Y TO 0 2'K2'HURDMA700 RUNOFF WARE F0515 WITH TO BE ES FOR ASTENED SECURELY 3L SALES SHALL BE SECIRBY REHOR®INPIA2 BY Eff1EH 7W0 DIRECT] TO \�® STAKES OR RE BUSS DRIVEN THROUGH THE BALE THE FAST CCRV.E A TIGHT THE B 2).FILTER CLOTH TO HE FASTEED SECURELY TO V^" ` WIRE FENCE WITH TIES SPACED EVERY Zf AT TOPSTAKE IN EACH BALE SHALL BE DRIVEN 1TA'/ARD THE PREVIOUSLY FABRIC MATERIAL (LOT#23: (3576.3 SQ. FT. STRUCTURES)): 8.7 % LAID BILE AT AN ONCE TO FORCE THE BALES TOGETHER.STAKES RID MID SECTION j SHALL BE DRIVEN HIM WITH THE BALE I s 3).WHEN TWO SEC'DgNS qF FILTER LwTH AOIOIN EACH 4).INSPECTION SHALL OF FREQUENT AND REPAIR REPLACEMENT SHALL 16INC INCHES DIRECTION OF RUNOFF WATERS OTHER THEY SHELL BE OVERIAPPFD BY SIX INCHES BE MADE PROMPTLY AS NEEDED. (MIN) I I I DRIVE BOTH POSTS AND FOLDED. APPROXIIMTE ABOUT 10 INCHES 5).BEES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR 4'X4'TRENCH INTO THE GROUND 41 MAINTENANCE 1A4EN�'DEVELOP NE IN AND 3.BACKFILL AND COMPACT THE USEHM&S SO AS NOT T O BIM OR IMPEDE STORM FLOW OR �_/f AND SURY FLAP POINTS A SHOULD BE HIGHER THAN POINT B MA THE EXCAVATED SOILDRAINAGE- DRAINAGE INSTALLATION SILT FENCE. (FRONT EEVATION) 11 6'0"E 200. Massa u f= i >nt DRAWN BY: MH November 16, 2007 SITE PLAN SCALE: 1/4" = 1'-0" SCALE: 1" = 30'-0' SHEET NO: