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HomeMy WebLinkAbout49694-Z .. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 11 4o 7 SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49694 Date: 9/14/2023 Permission is hereby granted to: 2740 Deep Hole Dr LLC PO BOX 1239 Cutcho ue, NY 1w1935 To: Construct an accessory pool house with outdoor shower to an existing single-family dwelling as per SCHD, Trustees and DEC approvals. At premises located at: 2740 Deep Hole Dr.Mattituck SCTM #473889 Sec/Block/Lot# 123.4-11 Pursuant to application dated8/1 4/2023„_ and approved by the Building Inspector. To expire on 9/13/2024. Fees: ACCESSORY $239.20 CO-ACCESSORY BUILDING $50.00 Total: $289.20 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT ' I�. Town Hall Annex 54375 Main Road P. 0. Box 1 l 79 Southold NY ] 197l 0959 Telephone(631) 765-1802 Fax(631) 765-9502 hq,).',ZZ% �y south 11 , APPLICATION BUILDING IO FO PE IT For Office Use Only ° PERMIT N0. L[.� Building lnspectors 1 2a � � I Applications and forms must be filled out in their entirety.Incomplete applications OwneesoAutholnot be accepted.irkatlon form(Page Where be comm not the owner,an AUG /1 20 23 Date: 09 BU , ING'DEPT. OWNER(S)OF FROFE :� °�" �„ ;° . 1 7 17 CTM# Name: l� IV S1000- Project Address: 27 1 G9. Phone#: l:Email: 0 �* 1a Mailing Address: CONTACT PERSON: Name: M2A�� j I Mailing Address: ,) ('50)( ?> CFfOU Phone#: Email: 13 Jfr I''t i .!1 DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone M Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: 0 Dther © o .w Will the lot be re-graded? ❑Ye No Will excess fill be removed from premises?gYes []No I, 1 PROPERTY INFORMATION FEAstise of property:< r M Intended use of property: "SAM oneoruse district in which premises is situated: Are there any covenants and restrictions with respect to 0 this property? ❑Ye No IF YES,PROVIDE A COPY. Check Box After Reading: The l Id P►ofessformt Is responswe for all drat and storm water issue n provided by Chapter 2N of tM Town code.APPLICATION a HEREBY MADE to the wmns Depannm t for the mmance of a Busdfns Permit pursuant to the Bull N Zone onbwwa of the Town of Southold,Suffek County,New York and other eppllc"Laws,ordMnas or RagulaWrA for tM corauuctim of bu additions. ens or for ramoval or damolldOn as hereto desalbed.Tisa appftnt asses to oomph►widt as applicable Laws,ord MFUS,hullo code, hordes code end rgpAd arra and to admit aut wtmd Inspectors on premises and M frulldlndsl for neanary kopectlom false statenwft made henln m punkshable as a Clan A misdwnesaw pursrrant to Section 21CAS of the Now York State Penal Law. Application Submitted By(print nam ): �'12 sw'"—/ Z horized Agent ❑Owner Signature of Applicant: Date: Z. Z'? CON IE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 SS: Qualified in Suffolk County Commission Expires April 14,2 -)-�-f COUNTY OF )� � (� � / being duly sworn,deposes and says that(s)he is the applicant / (Name of individual signing contract above named, (S)he is the (Cot ctor,Agent,Corpor a Officer,etc.) of said owner or owners,and is duly authorized to perform or ha performed the said work and to make and file this application;that all statements contained In this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn efore me this , y. day of ZO , Notary Public pROPPRTY OWNER AUTHOR.IZATION (Where the applicant is not the owner) residing at L&41 ILA L do hereby authorize to apply on rmyb)ehatot Town of Southold Building Department for approval as described herein, Owner's Signet -ry Date W Prin Owners Name 2 4 1 Scott A. Russell �C '�[\�vA\T]EIK SUPERVISOR AWANAG]ElMUENT SOUTHOLD TOWN HALL-P.O.Box 1179 '„ 53095 Main Road-SOUTHOLD,NEW YORK 11971 1 'Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM I (ITAPPLICANT INFORMATION TO BE COMPLETED B `rl BY THE APPLICANT i ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) 9� I. APPLICANT: (PropertyOwner, Design Professional, Agent, Contractor, Other) NAME: �11 NE .6 T 6 L? /1/-j C, Date: 't Contact Information: .3 �— iL-Mad&Telephone Numbed :` Pro ert Address / Location of Construction Site: ;,e S.C.T.M. #: 1000 .... w � _. ._ _. Dst int y r i Section Block TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT r� - Area of Disturbance is less than 1 Acre, No S.P.D.E.S. Permit is Re uired f Project does Not Discharge to Waters of the State. No S.RD.E.S. Permit is Required ! Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Discharges Directly to Waters of the State of New York, THE APPLICANT MUST OBTAIN a SRD.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Flows Through Southold H Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Enaineerin Department_ Prior to Issuance of a Buildin Permit. M �!. Date: r: Reviewed Bye FnR M * qM(-P TnC nntnhpi 7n r c) a NEINYORIK, STorkTE [APTIARTMEN 1' 00c� ENVIRONWPill I'A� (',',4,As4 m c:E�vvhonwieir�W Perinks,Regon SUNff 13()Orck I knad'S�o�IIF Brook,N"')r "di i10 '41'4X:160 July 3, 2023 2740 Deep Hole Drive LLC PO Box 1239 Mattituck, NY 11952 Re Application ID# 1-4738-01189/00010 2740 Deep Hole Drive LLC Property— 2740 Deep Hole Drive SCTM# 1000-123-4-11 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit for the referenced activity. Please carefully read all pen nit conditions and special permit conditions contained in the permit to, ensure compliance during the term of the permit. If you are unable to comply with any conditions please contact us at the above address. Enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather and a Notice of Commencement/Completion of Construction. Sincerely, Km Lam4ouft Environmental Analyst cc: En-Consultants BMHP File I'� " $ I'll, A!" , J NKIAV VOWK S11"A'TE MA1,-kRT r,0XI' 01, PERMIT Under the Environmental Conservation Law (E("[,) Permittee and Facility Information Permit Issued To: Facility. 2740 DEEP HOLE DRIVE LLC 2740 DEEP HOLE' DRIVE 11C PO BOX 1239 2740 DEEP HOLE DRISCTM# 1000-1.23-4-1.1. MATTITUCK,NY 11952-1239 MATTITUCK, NY 11.952 Facility Application Contact: EN4'-' )NT S!J,'1191'J1-.NTS 131.91 SEA RD SOUTHAMPTON,NY 11.968 Facility Location: in SOUTHOLD in. SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 709.724 NYTM-M 4540.288 Latitude: 40'59'1.2.6" Longitude: 72'30'24.9" Project Location: Deep Hole Creek Authorized Activity: Remove existing and construct new walkways, install pool with.associated patio and drainage structures, construct pool.house and accessory structures, and install fencing around pool. All work shall be done in.accordance with the plans prepared by Mark Schwartz and Associates, dated 6/9/2023, a, nd stamped'NYSDEC approved' on 7/3/2023. KLL Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-01.189/00010 New pe rt Effective Date: 7/3/2023 Expiration Date: 7/2/2028 .Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Ise rm-AtAdministrator: SHERRI L AICHER, ReTonal Permit Adr-nini-strator Address: NYSDEC Region. I Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony JA) �iot- k"4Y 11790 J N ° YORKSTATE ID a t r M_Ms Distribution .dist Bureau of Marine Habitat Protection File . .....Permit . o f _ ti ..._._.. ®..... .... .., . _. ��.® GENERAI.,COND11t , APPLY ..f() ALL AU HORIZ.EDERl II'S NOTIFICATION OF OTHER PER.. r°..f„IE�G , 013f;ft~:fAI'f() NXTIMAL RESOURCE PERNtfr CONDITIONS Apply to the Follulwing Permits: TIDAL WE''TLANDS t, Conformance With Flaws Ail activities authorized by this permit must be in s1.zict c;armforrrma.nce with the approved.plans sr:.a maruftted by the aplaflcarmt or applicant's a;,e t ars feast of"the;amen-rsit afafalication. Brach approved plans were prepix yd by Mark Schwartz and Associates, elated 6/9/23, 2. Notice4:mmmmJmm"aeIlPce men,t At least,48 hours prior to cornma'li.G.;m'c me,mm't of the project, tl'.ae Pern"I %tee as i(i a mytra.amttar shalt sign and reWrmm the top portion of the enclosed notification form certil'�[';Tlg that they. are fully aware o&and.marad rst,, d all terms and caaau ditticamm a of this permit, Within 30 clays a:m'f°c ora pleti.olr of p roa ect, the botta:alr°b portion of dle form must also be shyne and returned, along with.photographs of the completed work... 3. Posh; Permit Sign I'lma;p ra:nit si-13.enclosed with this permit shall ::)e posted.in a,conspicuous location sett the wortsite wid adequately protected from the weather. 4, Storage of Equipment, Ntaterials "f he storage of const:rw."tion eq u.lfuamrient.:and materials shall be confined within the pr(,jeet work area.a°rmWor opland areas greater than.75 linear feet ftomml the tidal wetland boundary. s-, No Disturbance to Vegetated Tidal Wetlands ghee(:, shall be no disturbance to vegetated tidal wethm ds or protected buffer areas as aa.result Hyl"the permitted activities. 6” Straw Bales or Other at Tidal Wetland A row of staked sora.w bales or approvable erosion co.l..utrral devices shall be placed al..the landward edge of the tA.Ier area or 75 fu.mmeal f"eF:;t firo mm the tidal wetland bo immafary, or as per the PTYSI)EC-at;pm°a ved plan, prior to Cr°drmmmmaCT'I ern(c nt of any regulated activities, and -A_z r "vs nW d+ d 9u rn aU e aro as xo a4ea 7l e pro ct d c rgr�r'cr is t a' an all a 4 0 eat eah,; snxrc is l , MGs axe C:�'r�b' "m. .el p°l} fun o ,.). ..w,srL�.s&,..,.,._ _.,. _] .,.,. R7y,,. ,.� s c..a a1 arca stabilized A;rith vegetation. 7" Maintain ErosionControls Ail aw,rosion co a:trol de'arices shall be maint,aimm.ed lmm gwod am d funct:i.onal. d° m 8" d b bas �iw.^v.b .� W ,.,. .,,.. �.., a.. .� $a n, ,ra.-.. r-nwn ;� �.����w�rq.+� 6;idandi4fA,:..ar!i l..a.7:a'�a1 :�:ae ��uoje ii.b as 'Deen �,u.rs:r;pl.�;t�;d cai.i.ux. a.11e �a.r�,�.� au -as been stam�s.lsm;e., GI ME"'VIV VORK T'A'TE DETARTMENTOF CONSERVATIOP:� 47,1 I , 1189 8. No Unauthorized Fill No fill or backfill is authorized by this permit without further written approval from the department(permit, modification, amendment). 9. Cover Material For Footpath Cover material used for footpaths is limited to natural wood/bark chips, stone, gravel orsand. 10. No Pool Discharges to Wetland There shall be no draining of swimming pool water directly or indirectly into wetlands or protected buffer areas. 11. No Drye ells in or near Wetland Dry wells for pool filter backwash shall be located a minimum of 100 linear feet landward of the tidal wetland boundary. 12. No Changes to Septic System This permit does not authorize any alteration, expansion or replacement of existing septic systems. 13. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/ silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 14, Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 15, Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters, Only watertight or tz" waterproof forms shall be used. Wet concrete shall not be poured to displace water within the -forms. i 16. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from constiuction of this prqject shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. M State Not Liable for Damage The State ol"New York shall in no case be liable for any damage or injury to the structure or work.herein authorized which may be caused by or result from future operations undertaken by the State for the conservation orimprovement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 18. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 19. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed,the applicant shall, without expense to the State, and to such extent and in such time mid manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. Pace 3 of 6 �NEY'vj V,0$,MK 04, 8'0NSEAVA"H I)rq �Av�,V vjik� M-1 �-47 14-1-10i d81-'11 3 20. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work.herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health., safety or wet-fare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon.the expiration.or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall,without expense to the Stag;, and to such extent.and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill, and restore to its former condition the navigable and flood capacity of the watercourse, No claim shall be made against the State of New York on account of any such removal or alteration. ................ GE NERAL CONDITIONS Apply to A L L Authorized Per m i t s I.. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection. at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Depailment) to determine whether the pennittee is complying with this permit and the ECL. Such.representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department, . copy oil this pernnit, including all re,[erencedl maps, drawings and special cowditions, must be available 0 for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. o unless 2. Relationship of this Permit to Other Department Orders and Deter- inatl1 ns U uless eXp res SlIy provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 1 Applications For Permit Renewals, Modifications or Transfers The permittee mast subunit a separate written application to the Department for permit renewal, modification or transfer of this perm:t. Such application must include any forins or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in.writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regiona! 1?erniit Administrator N-11,'SDAFIC Region I Headquafters S1.'NY d),�' Stony BrookJ50 Circle Rd Stony Brook, NY 11790 -3409 NEI-SIV VORKSTA'FE, T[COEN b'a6fiiy 011',C fl) 1,47318­0 i 18`0 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. C� 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the perruit application or supporting papers; b. f-ailure by the permittee to comply with any terms or conditions of the permit-, c. exceeding the scope of the project as described in the permit application; d. newly discovered material information ora material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing pe _it; e. noncompliance -,Arth previously issued permit conditions, orders of the conuTussioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transfFerrable unless specill lically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOT I F IC A TION OF 0"THEII-1 PERM I I UE IT, Bt I C'A,nONS Item A. Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and acenis("DEC")` for all claims, suits, acidons, and dainages, to the extent attributable to the Permittee's acts or omissions in connection.with the permittee's undertaking of activities In connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or daagesto the extent attributable to DEC's own negligent or ID intentional acts or omissions, or to any claims, suits, or actions narni ng the DEC-' and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Its B. Permittee's Contractors to Comply with Permit The perurittee is responsible for informing its independent contractors, employees, agents and assign-, of h h He acting as the their- sponsibilit, e to comphr %0 t is permit, including all special conditions whi .1 zln _r permittee's agent with respect to the perr-rutted activities, and such persons shalt be subject to the same sanctions for violations of the Enviromnental Conservation Law as those prescribed for the permittee. POM VC)RK SII'ATE DEVIARTMId'NTIM Fj64y DEC 19 �4739-01 190 .Mein C. Permittee Responsible for Obtaining Other.Require d Permits The penniftee is responsible for obtaining any other pernlits, approvals, lands., easements and rights.-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No 11ight to Trespass or Interfere with lb"parian Rights This permit does not convey to the permittee any right to -trespass upon the lands or interfere with the riparian rights of others in order to perform the pen nitted work nor does it authi.orize the inipainnent of any rights, title, or interest in real or personal property held or vested in a person not a party to t.he per-nit. Page 6 of 6 NEW D n YORK4 STA Environmental TE Conservation NOTICE to � Client E Heir n to � nery ( has issued i pug nit to the Environmental Consewation Law for work being conducted at -his site. For f r4ther iso_ regarding the nature and et of workpp and any Depailmental conditions on it, Contact tine Regional Pel mit -mi i r . Pie fel to the permit nUmber shown when contacting the DEC. Permit Administrator SHERRI R _ HER Permit a 1-4738-01 .189/00010 Real-on 1 n , mn Cal l m; 0 Circle Road Stony Brook, NYr 190-3409 Expiration Date-- 07/02/2028 m -!s .n Note; T =s notice is NOT panni$ wT . , ry w=w" d�" '.:'my p, '✓Hry IM r w"' „m�¢; „r.row; . ,�nr w ,�;; "gyp•,, a b �i✓„ "'-h ro w mrnr rh r `" "��^ �"'"�eJW 9 "0 ar u a a..;' re v r^ r, w(nc 4�r„ fi' ¢ w w �b rvl Nib pw 1watK,,,`, rlJ �l.tlM� a., $ �v aG�a kr k�d4 v���"^^yy;�y r t r ply, „ "d. "•y ry,Tytl M1 � �.>�>p .ri i,.p, " v k"i"d �? w'p M w :d a ,�' y fo '.ge ,<Y• r -6 ,lli^k'�,7V,��k+ pl�"�.+mc��"w p � rka r�' �.r✓ r -„� .,1/W d p k W x �:. ” f / ,. b ✓at 5 i d ,' ., � ,. �" w ,,. aw �" N2✓ ,'r4':^ruw.rr k ✓fte d ,w � � BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK Ip J'Z i y�� y� PERMIT NO. 10398 DATE: JUNE 14.2023 m wr % ISSUED TO: 2740 DEEP HOLE DRIVE.:LLC c/o STANLEY LOMANGINv E [BER r 4V r PROPERTY ADDRESS, 2'740 DEEP�I31..E DIME MA°l�"l'l "U+ T gw1 r , CTM#IOLO-123-4-1I r1 b F ` ,rv1�1"r AUTHORIZATION [ �AN"d4Mr k A r J Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold accordance with the Resolution of the'Board of Trustees adopted at the meeting held on surae 14.2023.and in consideration of application fee:in the sura of"JL1250,Q0 paid by ZLtQ cat Ilol I rivc,LLCwand subject to the f Terms and Conditions as stated in the Resolution, the Southold Town Board o"Trustees authorizes,and permits the following: � y ; h ' , � 1 Wetland Permit to construct an approximately 4,34 qf ..partially elevated masonry Pool patio(Use approximately 102 cubic yards of o"iteexcavation material to achieve propose'patio elevation),upon �� ����; ` 1r which will be installed a 4"high pool enclosure fence,a 10' wide pergola,an outdoor kitchen area,and a pp �° ', 3'x3' foot shower(to be connected to a trench drain installed around patio,which is to be connected to a proposed storm-water drainage system located more than 100' from wetlands),all located at least 100' waw za� from wetlands; and Install a 3'x1111'stone walkway consisting of 3'x2' pavers set in sande to existing �w ,, Clock; and proposed more than 100' from wetlands a 16'x34 swimming poral;a 14.5104' pool house with kW Ok outdoor shower; a 4"x4'fire pit; three existing pine:trees located in.the proposed construction arca are to be selectively removed and replanted elsewhere on propert% y more than 100 fact from wetlands; and to ' b4w� a establish and perpetually maintain wa'7 ' wide lion-Disturbance buffer area along the landward edge of wetlands with a 4' wide by f101' long natural access th rough the lion-Disturbance buffer area to dock; Y X with the condition that the block pines be saved and relocated an rile property; all as depicted on the site l ' plan prepared by Mark Schwartz&Associates, received on June 9,2023,and stamped approved on June 14,2023. 1N Wf"f"l"Ilw'S S WHERFO'F.the said Board of Trustees hereby causes its Corporate Seal to be axed,and 41 Q these presents to be subscribed by a majority of the said Board as of the day and year first above written. k * 1r -C 4 ` P Y u� Ff 66 d fi L yw, i a' i� 1 . » »✓i ,�,L +v�y� ,..yo- rr'yr.,., �, ,1M wrr�,„� 'i9DYl, W ✓ �„" �""W �� �' ti, v'X �,, '*I�/ ,rn✓; ,C t 1 ,.." ��� rNr .,l^. rk✓ 5�,.,.,., „w, wp�w '�;kkti° ,r "M �,,,...qU rs,� r 'brow ,�i” �"v"`.aN ��k�`. ���� �,,.,g�� f'^•,w"y, ,.k r 4�r�', r,::� r'`,.�tl�u�w. ✓ " ,1, ,..µ. ;,a„;err ^� "i b.y, tiu b �� ✓ �', »� rk "' 4 u a" �' kr rzrv,„ wd� " .. yw >M�'„ w,""h✓r ger, ✓ret"^�. ,,, ° parr,. �; "'�"., ,n r k"u°✓+„wr''+�•"Nd" �.."4,' �� i radrW,°�..u'k�� M'�wk)^,,� r -^r vLr �V r�+'a�.'�Pl�'��n Y� w.,w'. 1...4 rv�r +°Rpu ' r �wd" a "' Fu k ,c,w;„.,, . w ✓ ,P bwij"� . rI ,�'�„,, ~.. �o... '"w d1.✓✓'"'•. .'r�y�"' w^quw. ?�. ""Mr„....^✓ �w�b . TERMS AND CONDITIONS The Permittee,_2'740 D Holme l C 2740 Deep bole thrive Matt tuck New Fork as part of the consideration for the issuance of the Permit does understand and prescribe to the following: l 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 36 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 he 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. T 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, S. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's 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. 11. No right to trespass or interfere with riparian rights. "This permit does not convey to the permittec any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. SOUTHOLD RUS T- EES No. PER -MIT Z14° �e.���o� Date Issued To..aw& Address Zl�t° D� �0`� uR'+ Ml�n'T�tc� THIS NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFiGE,7CJWN OF SOUTHOLD SOUTHOLD, N.Y. 11971 TEL.: 765-1892 Town Hall Annex Glenn Goldsmith, President " m 51375 RouLe 25 A. Nicbolas Krupski,Vire President " P.O.Box 1179 Eric Sepenoski SouLhold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizaheth Peeples Fax(631) 766-6641 t BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIV"IT'IES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1 s' day of construction '/z constructed When project complete, call for compliance inspection; ,.. STIW .� '" �-- -mmPROPOSED BURIED ELECTRICAL SERVICE TO POOL HOUSE. 7L11 v PROPOSED WATER SERVICE TO POOL HOUSE. ar. r q i" ,_ ..... PROPOSED POOL HOUSE caawL sLne . ° ,�,� � � PROP INV EL 6.3' e� �x daxDVV� \ 0 fa1� � r WETLAND FLAG E-22 t11r� a 4. �� _ — �* a " . DVV ..... � ,T � �{ ac Fr mow.. 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REVISIONS: / \ EXISTING SITE DATA (TOWN: SCTM: 1000 - 123 - 04 - 11 PROPOSED SITE DATA (TOWN): SCTM: 1 - - - / (T ) 000 123 04 11 / DESCRIPTION: AREA LOT% DESCRIPTION: AREA LOT% EXCAVATION FILL \ PROPERTY: 92,749 SQ FT 2.13 ac PROPERTY: 92,749 SQ FT 2.13 ac �~ v PROPERTY WETLANDS: 6,229.2$F PROPERTY WETLANDS: 6,229.2 SF .i BUILDABLE LAND: 86,519.8 SF BUILDABLE LAND: 86,519.8 SF HOUSE: 2533.9 SF 2.93% EXISTING HOUSE: 2533.9 SF 2.93% o7-\ ENC.ROOM: 306.2 SF 0.35% EXISTING ENC.ROOM: 306.2 SF 0.35% PORCH: 73.7 SF 0.08% EXISTING PORCH: 73.7 SF 0.08% - - �yl<1LP��c n•, \� � � n STOOP: 65.9 SF 0.07% EXISTING STOOP: 65.9 SF 0.07% - - r (2979.7) (3.43%) 1. O O \ I --1 TOTAL: 2,979.7 SF 3.43% I PROPOSED POOL HOUSE: 203.0 SF 0.23% 58 CY 39 CY 1 b. (ELEVATIONS BASED ON 1988 NAVD) SURVEY BASED ON: 1M LAND SURVEYING LAST DATED: NOVEMBER 28,2022 I • - ----z 569 94 -�, K ( 1� PROPOSED POOL: 512.0 SF 0.59% 175 CY 64 CY 1 1 \\ G{ LL �•� � 1 1 \\ PERiS':[TER TRENCH PROPOSED PARTIALLY ELEVATED DRAIN AROI IND PATIO. , I , / /' I 1 I � MASONRY PATIO: 4345 SF 5.02% 102 CY PIPE;:!NTO DR\1:'! L ' (5059.7 SF) (5.84%) -� -f----' a , 1 HCNR Jt��� / PROPno'D 4'H'GH POOL G ALO G ENCLOSURE FF';CL D T FE'CE TOTAL: 8039.4 SF 9.29% 233 CY 205 CY -_VX8'O.D M . .-_w' _ I �_O I •. � •. •. 1 •. •.I•. ' V`,J -41 SHOWYR - POOL.. G I I.`n A. 00 EQUIP. I-'F- P- 1' •Ir . O SURVEY BASED ON: 1M LAND SURVEYING LAST DATED: NOVEMBER 28.2022 41Y® • �" -• r w ---�' /�`�- l .•�.,_ -'f I1.' I{ ri p (ELEVATIONS BASED ON 1988 NAVD)PROPOSED JIFTO PROPOSEDP` OLHOUSETOBECONILECTEDDRAINAGEGBY POOL HOUSE "O:EWALt EXISTING SPYIOSYST£M(SEE ENGINEERING THOMAS OT`SVYERP\E PLAN BY THOMAS O'DWYER,P.E.FOR DETAIL -, `\4" 4': S ELECTRIO•i I, I� EXISTING PROPOSED DVIQ \ „(- - - - `'L ,�/, IL I \ �1 !` �. •"'�"\/-_DW'�'-�a\ ` � �,t TI! ' /r�-EPROPOSED , err PERGOLA PERVIOUS10� 00 r13ao' SHELLITI DRIVEWAY .11'. 'I•i 1 .JII. II I NYSDEC ADJACENT AREA: SCTM: 1000 123 04 11 EX.GENERATOR ON G✓ 11 CONCRETE SLAB Dv1 -: I I DESCRIPTION: AREA LOT% DESCRIPTION: AREA LOT% EXCAVATION FILL F..� r` PROPOSET NEW WALKWAY%, / /N O (• ,1 I. 7I 1 7- - EXISTING WALKWAY I PR OPUSE^ / n O < /, -70 h 1., J 1 TO BE REMOVED ` \ co aETn th'Y3a'r'uu! /• `���1/• 1 •I I PROPERTY: 92.749 SQ FT 2.13 SIC PROPERTY: 92,749 SQ FT 2.13 SIC - - O F-to -•'_- _ _ ` ` TOP DOII /O l 1��. U a a Q 7 \` p / Ey ' °pECURg1 G S\ n Q T o TITEE, II i i ! I PROPERTY WETLANDS: 6,229.2 SF PROPE STONECURqRTYWETLANDS: 6,229.2 SF O J O w ¢ NG ..� ` _ \\ r L ,li 1 •'I'• 1.' : •I• I LOT AREA>300 FEET - O o PERVIOUS '-� -- \ SHELL \ ! \ /�� L \ J J 1 AREA>300 FEET it LO FROM WETLANDS: FROM WETLANDS: \ ! p 21,496 SF 21,496 SF ELL DRIVEWgY ` � i -\ w � •'•\ •1,'•. •'.I• .1, \ sloN'pCURB,NG / / I 1 w SP• \' 1 f / / ADJACENT AREA: 65,023 SF ADJACENT AREA: 65,023 SF w A_ - " n / \: PROPOSED 4.345 5F_ r U H W Y` q1 1 V1 /�- PARTIALLY ELEVATED /C n _1 w / .Lli\.TLi. --_ .• __ _ / DR 1/ !! L 1 MASONRY --' �f•C � 1 .'11 ..i. .j / LUES `-- - - -� - - ---- -- - IN / $, F STONE WAI-K Exlsr EXISTING 2 STY O V j.• zrooP HOUSE oac O I DR 1\ , - j -" ,:_- // A ^' 0 ) •v/- •� I /l = EXISTING HOUSE: 2533.9 SF 3.90% EXISTING HOUSE: 2533.9 SF 3.90%co - w I /- - I '� I - I •/ '/ I' I I / EXISTING ENC.ROOM: 306.2 SF 0.47% EXISTING ENG.ROOM: 306.2 SF 0.47% i II 1C I V / , LFS'X4' /- �..J_ 'iV / .ELECTR __ _-_ , , I , l "/ ! FIREPIT I/., ., •. / F q I �j,� O '\-` -`- - / \`� `- 1 t (', PROPOS[D LCH P OL PNCL05UPE. .,I,' • I I V \j EXISTING PORCH: 73.7 SF 0.11% EXISTING PORCH: 73.7 SF 0.11 Q UTILITY - - `��,_ PERVIOUS SHELL DRIVEWAY I I;. rpoo - j' : I : ;I' �j -- , EXISTING ENCLOSED , '/ �"'-'� FENCE 9K UTCR EP.Gf OF I'['.OPOSED. '1 I OPOLE _`` \\ / // ` 2w / ROOM �-K" HE -�- ' / PAT]Q(SEE,ARTIAL$FCTIOl 1) EXISTING STOOP: 65.9 SF 0.10% EXISTING STOOP: 65.9 SF 0.10% r+y S _ 1 / \ \ 1 S,ONtGJ / ,I(/ , // PRO.A 3'X3'KNOTSHOWER / J /•: )• •'' / J EXISTING NORTH WALKWAY: 7p / '`\ ` ` C6 ,J 1 M EXISTING PATIO / 'INA�&cONNECTC D TO /. / / - 3 PI I;IMCSeR r"IN Dd Iw y 207 SF 0.32% EXISTING NORTH WALKWAY: 207 SF 0,32 ^. S \ TO BE REM ♦ I'll / .i / / O A� (FO REMAIN) V O^ / � 1\ � , , � AROUND-PATIO •,.' M�,' ',// '^ �O 11 ,,j . _- -I I , / v J EXISTING SOUTH WALKWAY: - ` ,x/ --` \ I \ ` --_,_- �� PROPOSED WALKWAY, '. .! P;.OPOSFB 4 1!IGH POOL F'J�URF •., /' / 202 SF 0.31 • vvY"�„/// 1 `\ PARTIALLY IN PLACE �Q / RRR F�^!CF OV:OUTER EDGE OF ,Porn ' / '/• / (TO REMOVE) PROPOSED POOL HOUSE: 203.0 SF 0.31% 58 CY 39 CY I ' EYISTING OF EXISTING PATIO / V PATIO(SEE PA FB:LSFCT!?DN)' .• r'� w p ( \V► \ , \ T9 BE REMOVED.. /� \ / :. ` v S�:`i?(r SYST FM - _ 'PROPOSED 4'x 101'. '/ / EXISTING$011TH PATIO: ° PROPOSED POOL: 512.0 SF 0.78% 175 CY 64 CY M !- /'. TO REMOVE ��O / '�' NATURACPATH '/ ) . LOCATION /� �/ C\.PgC-E / � / / 663 SF 1.02 /o _ /\\.�. Op, (WOOD CHIPS,'GRAVEL,ec)' /. 0\�NQ_ ' / , / EXISTING WEST PATIO: , / 0 70 SF 0.11% 6".. •' (i0 REMOVE) 4345 SF 6.68% 102 CY ' �\ / �`r •.i. - PROPOSED PARTIALLYMASONRY PATIO: _(ti o\ /� /'• i• L cRE�Y` PROPOSED STONE WALK: 303 SF 0.46% 5��� F'----- -''/ \� /�� - .,! - ! '• TOTAL: 4121.7 SF 6.34 `� , .• . , . , . • . , .,,r . . • . �.. . , . • . • . �., . ,- // W •/ / SURVEY BASED ON: JM LAND SURVEYING LAST pATED: NOVEMBER 28,2022 TOTAL: 8549.7$f 13.14% 233 CY 205 CY _) _ / N t)AO I �J /' ' ,/ /// / (ELEVATIONS BASED ON 1988 NAVD) u W by URI _ \ �.' / •, / ,/ \ \ _ **205 CY OF FILL TO BE USED FROM THE 233 CY OF EXCAVATION ON SITE Q!! / _V�1J A i /' �CSq. 28 CY REMAINING TO BE SHIPPED OFFSITE ~ C] 48�• , '•� y,: •••/ , / O� SURVEY BASED ON: JM LAND SURVEYING LAST DATED: NOVEMBER 28,2022 F-1 / J ! ,, .\ r/. i/ ♦ \ (ELEVATIONS BASED ON 1988 NAVD) 5 •� o z SiTE PLAN-PROPOSED - _ _ �� '� W �D SCALE: V = 30'-0" 1�Y/LTLA!=J CO TIDA- Cl'IN CON 21 �.0� ( 1r 18'-0"MAX. C.to C. AS DE.l1NEA�CD D o2<A�. Three pine trees to be selectively removed w N from proposed construction area and L Q replanted elsewhere on property more than GRADE LLQ 100 feet from wetlands LL ZIP CIA STORM WATER MANAGEMENT DETAILS Depth �.0 X 1 [nn In Mixed Sand Loam PERSPECTIVE VIEW ° s LOCATION: SF AREA: 100%RUNOFF AT DRYWELL DRYWELL 1 1 X 4 L 2"RAIN PER HOUR PROVIDE: CAPACITY: ru Pale Brown Fine Sand L� q, T PROPOSED POOL HOUSE: 457.8 SF 77 CF 8'dia.X 2 VF 77 CF z PROPOSED POOL: 348 SF - 8'dia.X 4VF 169 CF (SP) Q) 1� PROPOSED PATIO:4355.5 SF 728 CF 8'dia.X 18 VF 728 CF I 3611 MINIMUM 2 x 2 TOTAL: 974 CF 4.1 Water in Pale Brown 9- TOTAL: - (4)8'dia.X 6' 1014 cF ' FENCE POST 0 4 U Fine Sand (SP) m SINGLE BEAD HALF ROUND GUTTER U r STANDARD 511 Water in Grayyish Brown -, Q) _ NOTES: Sandy Clay (-CLQ WOVEN WIRE FENCE U _ 1).EXECUTION: / A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED• IWII ll (6 x 6 10/10 \I=F) q- m 2).PREPARATION: 91 ater in Brown Bog ( t) Z 03 QI A).CLEAN-PEACE THOROUGHLY PRIOR TO INSTALLATION. N B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR III O / ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. Water in Brown Clayey FILTER CLOTH stL C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT, O O ' o s p ].INSTALLATION: Sand (SC) A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. O 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 12 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. - - - - - - - - -- a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. III .f� B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT Water i N Pais 1 e B ro I 1 1 yl i-• V 1 E Q IAA 1 I VLU ' - \ CONNECT DOWNSPOUTS TO ORM SEWER SYSTEM AS INDICATED.SEAL d (� RADE 3)•CONNECTION WATERTIGHT.ST Fine an P F p N 611 I INTO ROUND '4 ( RY WELLS TO BE 10'MI 4).PROTECTION: MIN. O G AWAY FROM HOUSE A)•PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. z U B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL -' - COMPLETION Test Mole y 1 IcDon0. (}11 Test Hole Geoscience on 11/l/ 1 NOTE: d MAXIMUM DRAINAGE AREA N : f I , 1/2 ACRE / 100 LiNEAR FEET FENCEBV OTHERS I I INSTALLER TO COO DINATE 4H" POST LOCATIONSAND � _ ANCHORAGE WITH THE _ GENERAL CONTRACTOR AND PnTlO CL v 3 -1.1. CONCRETE CONTRACTOR . I-,,,, '- --��- �-�--- P0.10R TO CONSTRUCTION GRI - SECTION DETAIL 11 EL80 - PAVERS/STONE TO BE INSTALLED OVER 11 F" U 4•(min.)CONCRETE SUB 12- MONOLITHIC FOOTING REINFORCE w/6X610AD WMM POOL BY OTHERS (2)CONTINUOUS BARS I C .!� MATOERIAI TOLBE USE OF EXCAVATED ON-SITE MONOLITHIC FOOTING 13 BARRIER TOPCOOOMP Y WITH SECTIONS 18326 2.6 NY$R ENT BA -LILT FENCE DETAILS V J 60 CV WALLSWIMMING BARRIER USED ACHIEVE PROPOSED (FOR FENCE POSTS AND RETAINAGE Z6 4 2.6 NYS RESIDENTIAL CODE. PATIO ELEVATION ON SEAWARD SIDE,NOT TO ENCROACH WITHIN 100'OF TOP OF BARRIER TO BE MIN 40"ABOVE GRADE. THE WETLAND BOUNDRY VERTICAL CLEARANCE TO NOT BE GREATER THAN 2 INCHES. HORIZONTAL CLEARANCE TO NOT BE GREATER THAN 1-3/4 INCHES ALL GATES TO BE SELF-CLOSING AND SWING OUTWARD.AWAY FROM THE POOL ALL GATES SHALL BE SELFLATCHING WITH THE LATCH HANDLE LOCATED WITHIN THE ENCLOSURE AND AT LEAST 40 INCHES ABOVE GRADE.THE LATCH HANDLE FENCE SECTION SHALL BE LOCATED 3 INCH(min)BELOW THE TOP OF THE GATE. NEITHER TNCH WI HORSTIAF INCHESBARRIEROF THE LATCH ANY OPENING GREATER PROPOSED 4'HIGH POOL ENCLOSURE FENCE ON MONOLITHIC WALL/FOOTING THAN 1/2 TES SHI H WITHIN IS INCHES OF THE H A KE HANDLE ALLGATESLOCK SUFFICIENT IENT TO PREVENT WRHS TO THE SWIMMING OR CHILD- OUTER EDGE OF PROPOSED PATIO TO BE INSTALLED AROUND lI PROOF LOCK SUFFICIENT TO PREVENT ACCESS TO THE SWIMMING POOL T - N) PERIMETER TO SECURE POOL (SEE PAR SECTION)/jam( - �, .,, , .- ...._ ,-..,. ._ r-.,•.- BARRIER REQUIRED BY CODE SCALE: 1 V � 1`-0" THROUGH SUCH GATE WHEN THE SWIMMING POOL IS NOT IN USE OR TIAL S SUPERVISED. .. 11 NOT TO ENCROACH WITHIN PATIO EL 8.3 100'OF THE WETLAND BOUNDRY �•tr Y DR VEW AY a ,y. EL EL EL • r k DRAWN: MH/MS 8 8 8 EL EL ': SCALE: � EL EL PROP. �, •, � � � ,� JOB#: 6 E L �' Pi �3 •' 7/25/2023 APROXIMATELY 102 CY OF EXCAVATED ON-SITE 4 3 EL LlN E ,r• y ' yC; <3 fir'��° sg SHEET NUMBER: . :..-. MATERIAL TO BE USED TO ACHIEVE PROPOSED 2 PATIO ELEVATION PARTIAL SITE SECTION 5..1 SCALE: NTS REVISIONS: O L i• W I O PROPOSED WEST ELEVATION W SCALE: 1/4" = 1'-0" C O _ - - - - - - - - - - - - - - p� - - - W a O a o W � W W W w w PROPOSED SOUTH ELEVATION W � z SCALE: 1/4" = 1'-0" — - - - - - - - - - - - - - - - - - w Q a o H � H - N 0 "' r=0 � m m � u o m m Q3 p - x � u u � (Y o 4 u .� m m i _ PROPOSED EAST ELEVATION SCALE: 1/4" = 1'-0" N w F=4 I L I I I (Y Air O N .Q �► 3 U ' II d II F �Re tA 3 PROPOSED NORTH ELEVATIONDRAWN: MH/MS ' M SCALE: 1/4" = -0" '� ' / 1' �, � ,, �; ��...� SCALE: JOB#: 7/25/2023 'F SHEET NUMBER: A-1 REVISIONS: A A 4'-011 24'-0' 11'-0" lo '-91/2" 6'-111/2° 4'_2" -2" " 2'-9" 10'-0" 24'-0" 10'-0t1 O¢ ACW2034 AAN3020 AAN3020 AAN3020 AA I I-- ------------------------------------------------------------------------ ; (3)2X8 HDR (3)2;',8 HDR (3)2X8 HDR (3)2X8 HDR (3)2X8 HDR , p a v• - ° a v• °o a °o a v _ LINEN N ---------------------------------------------------4"CUT-FOR-SLAB__ DEPTH TO BE VERIFIED, PIERS FOR COLUMNS I I N TOP OF FIONISHED PATI}) °• ; TO BE DESIGNED ; • R , TO MATCH TO OF BY P.E. 00 M i d i FINISHED FLOOR 4 , o HALF _ =co N 2X8 P1 (a,24"OC , 00 V O OUTDOOR BATH N ID N — - — - — - — - — - — — SHOWER N 00 POOL HOUSE ¢ I D o �„ CATHEDRAL CEILING - ' a N W m 019 3-1/2X3-1/2 PARALLAM 7.N m V I w - ; 4"CONCRETE SLAB,REINFORCE w/10/10 6X6 WMM I a / \ COLUMN (Tl P) v ¢ _ — - --0�, - — - — - I d OVER COMPACTED CLEAN FILL,95%RELATIVE DENSITY ' d' N �� N _ _ I � I ASTM D-689.COMPACTION TEST AS NECESSARY I I r•, r a co I x I d I t(1 N 6'_p" s 1 N ' I U � � ¢ I I I ' I � 1 I - - - - - - - - - - - - - , I � I R ' i I b ' I " E (3)1-3/09-/2 ML HDR • V i ' - _ - _ - - - I I +JJ• I ( I (31 2X10 GIf�DER I I •� p �� r �� •� p �� •� p a ; • R ' O FWG120911-4 SAAS I20 AB VE I I I I I I I I I 241-011 n 12X2 SLITS(a.244C , I I FOUNDATION AND SEPTIC SYSTEM n ►"`� I I I « I I I I I I I I I I I 00 TO BE DESIGNED BY P.E. ^ (CLAY/BOG SOIL CONDITIONS)VIF I--I N I I , , , , , , , , 11-011--7- SOIL TEST AS REQUIRED BY ENGINEER 122 FG POT w/6 6/�A�/CQ P ST O 1, 'P) I I I I I , � � I �-- --� �-----, ^ � —m 1I I I I I I 1"''� ® I (3)2X1 GIRDER I (3 2X10 GI DER I �'R i �'Q i i •'Q i O I I I I I I 12'-0" I I 1 1 121-0" 1I I I I I 10'-6" 0 22'-0" 11'-0" 24'-0" lo A u <( A � 1-4 PROPOSED FOUNDATION PLAN W SCALE: 1/4" = 1'-0" o PROPOSED FLOOR PLAN Q Q >- SCALE: 1/4" = 1'-0" w w A x z O a � W U W a Q (3)1-3/014 1-3/4X11-7/8ML RIDGEML RIDGE- - - - - - - - - - - - - - - - - - 16" ^ OH O F/0 12 a _ - - - - - - - - - - - - N 10 V OC 12 0 m m 2X2SLATS @24"OC _ _ _ 2X6 FLAT CLG _ _ _ _ — _ — _ — _ N - - - - - - - - - - - 0 m Ql x X " r U M 0 � 2X8 PJ @24"OC +1 ; ; `� .• - , - - - - - - - - - - O ' (3)1-3/4X14 ML RIDGE (ALT.: (2)16"ML) - — a li (3)2X10 GIRDER 2X6 STUD WALL a Z U (BOX IN) I I 1/2"SHEATHING �i 0 18"R&R RED CEDAR - - - - - - - - - - - - 3 i 12X12 FG (MATCH HOUSE) Lu a (K 1 O v 0 0 U PROPOSED 4'HIGH POOL ENCLOSURE COLUMN ��y �� S 2X6 ACQ SILL PLT. �Pv +Io - - - - - - - - - - - - "� E SILL SEAL,TERMITE U m _ 6X6 ACQ 0 SHIELD,5/8"ANCHOR Y ��� 12 ^ (P N �p L x b m POST BOLTS w/3X3 WASHER �l X ql! �' - - - - - - - - - - - - c0 0 0 AT 72"OC `y1 10 m 2X10 RR(a�16"OC , Fl N U1 PATIO(TYP) ' I TILE EXPANSION ' ' FLOOR JOINT P .. .. .. .. - — - — - — 16 - - 5/4X6 CEDAR °Oe .°0n °00 4"CONCRETE SLAB,REINFORCE w/10/10 6X6 WMM EX.GRADE EL.7.0 OH I I I I CAP t e OVER COMPACTED CLEAN FILL,95%RELATIVE DENSITY 1X3 CEDAR ASTM D-689.COMPACTION TEST AS NECESSARY I I I I I to TRIM POOL BY OTHERS . ° .° •° •° O I I I I 1 rn ,� .��,• .per,• FOUNDATION AND SEPTIC SYSTEM a.-R° • — _ — - — - U 4X4 ACQ POST ` TO BE DESIGNED BY P.E. • ,ion( PI I (CLAY/BOG SOIL CONDITIONS)VIF SOIL TEST AS REQUIRED BY ENGINEER tD 2X4 HOR. N 7-0" BRACING 1X6 TG&VJ I I I I I CEDAR SDG. CROSS SECTION A SCALE: 1/4" = 1'-0" I I I I I I I I I BENCH I I I I I I I I I I I I I I I I I I U 1X4 CEDAR TRIM 2X4 @16"OC _ STONE - SURFACE DRAIN - ROOF PLAN SCALE: 1/4" = 1'-0"<( A cot CONNECT TO �ct DRYWELL AS + :a .4 REQUIRED BY 4 i SCHDS ADS PIPE ^qx ,qty (TYP) ,,. . !*1 DRAWN: MH/MS SCALE: CROSS SECTION �� JOB#: SCALE: 1/2" = 1'-0" 7/25/2023 SHEET NUMBER: A-2 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ENDWALL RAFTER WALL STUD CRIPPLE STUD U , BOTTOM PLATE o RIDGE BATHTUB ° HEADER LEDGER DOUBLE JOIST SI DEWALL RAFTER 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 SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP I JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTER2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ( ) FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC WALL STUD 1111111lb I-�-i THROUGH-ROOF EXHAUST VENTS SELECTED AND C LOCATED BY CONTRACTOR METAL STRAP VENTILATION CHANNEL CRICKET AT TOP-SIDE OF O RIM BOARD CHIMNEY RAFTER AS REQUIRED SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN O VENTILATION a FOUNDATION SBLOCKING IDEWALL FLASHING WOOD JOIST TOP PLATE ' - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING W STAPPING TO BE ATTACHED TO WALL STUDS X48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA C BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER O THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. , SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" ZOga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH tCONTIN. SOFFIT / EXT. PLYWOODON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. hal INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTON APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS AC TION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER 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" 18go. STRAP AND JACK STUDS ,' 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTERI SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL , ROOFING LAPS BASE ' FLASHING 4 INCHES ' RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME W EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST F-••� Q W a 3 TOP PLATE O GIRDER/HEADERO `z SIDE WALL FLASHING WOOD JOIST W 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD Q AND RAKES -- PROVIDE HEMMED EDGES SO p..I o H FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATIONAS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" F--•I-i - ON ALL OPENINGS RIDGE VENT FOLDS / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1 2 HIGHER THAN LVL HEADERS O INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE CONFORM TO SLOPE / 8" - 16' MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS d' ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD N ---------------- O DBL. SILL PLATE O TERMITE SHIELD I SUBFLOOR m m 0 SILL GASKET m WOOD JOISTS r CONC. SLAB ` NEOPRENE ., ; m m GASKET . /� 2x6 /2x8 CONTINUOUS WOOD PLATE 'D 0 - TYP. CONC. FOUNDATION n 6l 'r C 6 MIL. POLY V � DAMPPROOF EXTERIOR GRANULAR FILL • � I BOLTED TO STEEL BEAM WITH Q = x 9 6MIL POLY ON EXTERIOR V ` V STEEL COLUMN p �` , 1/2 " DIA. BOLTS @ 48" o.c. STAG. Q Z w 0 1 Ln U E p ^ ° C ° d o �, ° ROOF JACK `� STEEL BEAM 0 Q CONC. SLAB ' % - • �� " 07 Q a ° A o ANCHOR BOLT EMBEDMENT: 1 • COMPACT FILL o ^ POURED CONCRETE: 7" , `� 4" x 1/4" x 8" STEEL m so BLOCK WALL: 15" I TOP AND BOTTOM PLATE U , ROOFING LAPS V ' d ° p FLASHING AT WITH 1/2" x 6" ANCHOR BOLT t� KEYWAY FOOTING o ° Z,'^ ^ CONIC. FTG. p Q`p G o' SIDES AND TOP Q� N US. WITH 3x3 SQUARE WASHERS 1/2" GROUT 1 0 A (USP LB PS58 OR B P583) .` 0 3 ' O ANCHOR BOL CONNECTION ION 0 REINFORCING BAR I I 3" STEEL COLUMN E p DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC TYPICAL BEAM DETAIL SILL PLATE TO FOUNDATION cA TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING Lu WHERE NEEDED FOR STRUCTURAL BRACING. I-- WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL U II � — CONC. SLAB I I SUB FLOOR DOOR FRAME .a 6X610/10DOORGE I G JOIST N COMPACTACTFILLILL USE 2X8 STEEL BEAM FOR B LOC KOUT ` 4" SLAB P.T. PLATE W/ 6X6 WMM M I I SLOPE 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR S ACE < ► <� ° ° (WITH A NAILING PLATE IF NEEDED) '^ `END AND � �c 7 1 2" 0. a s e ' - c'yt'p AT HER THAN ES OF WOOD o� D �'� O ° ° ° '` ° ° " S OEBEBEAMOTOX. IALLOWF ORGSHRINKAGE GRADE ;'• ""n-""""cu"""""z e • Q 4 Q �• BEAMS _ _ _ I_ l ° O ° a o '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. 12" d a • ` o o ° D -L�1 MIN. ,e D C °D `1'p `1'p /1'� ° ���NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM -�I p p ° III-1 —SUB FLOOR NOTCH EQUALS 1/4 DEPTH OF BEAM '1=1 D I> 71 �I • c1 REINFORCING BAR ° o . D �� REINFORCING BAR '0 ° "III * 4°,°'o �o • ° _ ,101ST DRAIN TILE If—� I SHEET METAL / 30# FELL UNDER BEAM AT POINT ill I 4 a IX'A O° O° ° Pm (� STEEL BEAM 12' p. OF CONTACT WITH CONCRETE OR CONC. BLOCK _I?t_lil_II _ITI_I MITI=�I'I '''�` ; o• c 3" PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. A SHIMS TO LEVEL BEAM r ,ti++ + ' t REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. " ,€ A 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT1 DRAWN: MH/MS k' SCALE: BEAM POCKET - ' p JOB#: /,G 5 7/25/2023 ' N SHEET NUMBER: OF 0 A- 3 REVISIONS: 2X2 PURLINS 2' OC (TY) El F1 D El El PERGOLA JOIST ' 10 2' OC 404 ADJUST AS REQUIRED GIRDER ; . �: : . : •• . . : • , • : �: ; • . : ' • ' • WRAP GIRDER w/ FIBERGLASS COLUMN SHOWER HEAD 1 X VINYL TRIM (w/ 6X6 ACQ POST) SIMPSON ' ALTERNATIVE: HEATER GIRDER-POST WRAP POST w/ 1X BUILDING FAUCET CAP 6X6 VINYL TRIM WITH POST W 61-411 BASE AND CAP v� ;. TRIM (TYPICAL) FOOT TAP p SERVICE BOX, O O PAVER STONE p .' • '. ; ' , ,' • ' ' • ' ; '• : .' . • PUMPS. ', ', , , . • , � O � . ' , • , CONCRETE FILTER 4X4 ACQ Q ' POST (TYP) • ; 'SLAB ; .' • ; : ; ,. ,. , 2X4 FRAMING ' O CANE BOLT 6X6 GIRDER POST \ SIMPSON • BASE PLATE FLOOR PLANSHOWER, POST TO BEAM OUTDOOR 6X6W POST CONNECTOR 5/8" dia. ►-4 ANCHOR BOLT W � w o CONCRETE Q Q EQUIPMENT LAYOUT TOP VIEW PIER BY OTHERS p U PERGOLA w 0 0 0 0 d- N 0 5/4X6 CEDAR m o CAP - FLOOR PLAN IX3 CEDAR o m Q) TRIM � o s POOL EQUIPMENT ELEVATION ,, ° > IL I� ; � Q) 4X4 ACQ POST-10 r . � ' gnu m 2X4 HOR. _ I _ C Q) BRACING 1X6 TG&VJ -� Lu 5/4X6 CAPPING CEDAR SDG. Q BENCH GATE HINGE11 W 1X4 CEDAR Q 2X4 TRIM IF IF @16��Oii STONE - SURFACE - FRONT ELEVATION IF DRAIN '4 GATE LATCH • 1X4/5/4X4 SCREENING `a CONC. SLAB °a p OVER o' 4 I d f a , ° COMPACTED a, ° CONNECT TO 2 STONE BASE o,'�a ti U DRYWELL AS ct) ` 4" is o ,` 31-011 REQUIRED BY d: ADS PIPE SCHDS 8 DIA Q a (n'P) a o . CONC. •° , •D a •D � I CROSS SECTION �� �; + i DRAWN: MH/MS SCREENING ELEVATION . SCALE: SIDE ELEVATION- 7/25/2023JOB#: . �� SHEET NUMBER: `•ewe'"'" !''r. A-4 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION 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 BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY. SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMO RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE 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'WALL: 4-8d COMMONJOIST TOE-NAIL ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE 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 FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES State 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 LIVE LOAD(PSF)R301.5 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 \VFCM - SBC LAP NAIL DESIGN DEAD LOAD(PSF)R301ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLSALLS 15 RAFTERS GREATER THAN 3:12 PITCH L,/1801180 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 UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR (LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION \VFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR (LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 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 COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR (LIGHT FRAME) STEEL WALLS 5 FLOORS L/360 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 TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS (8"THICK) 80 CEILINGS (PLASTER, STUCCO) U360 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 FIRE ESCAPES 40 CONCRETE WALLS(6"THICK) 85 CEILINGS (GYPSUM) U240 accordance with table 3.3. TO RAFTER GUARDS AND HANDRAILS 200 END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L./240 GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN, 2000lbs EXTERIOR WALLS (PLASTER,STUCCO) H/360 3). Dimensions shall take precedent over scaled drawings. RIM BOARD 2 -16d COMMON EACH END PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL ) H/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 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: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) L/600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 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 QTY. SPACING NOTES ROOF GROUND SNOW LOAD 20 w precautions 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 DESIGNED FOR EXPOSURE 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, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY ( ) p p p p g p P g TOP PLATE 2 - 16d COMMONFOOT SEE NOTE:-1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all Q 4 - 16d COMMON 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 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 2 - 16d COMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Q p PP attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD O.C. NAIL FIRE PROTECTION Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 0 7). The General Contracto," 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 ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. �+ such as 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 COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION w 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: Q , , FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOISTBOTTOM PLATE TO:BAND JOIST2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA C) length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING 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 Ix Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED p-+ 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE 4 - 8d COMMON concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any 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 installed with #5 re-bar, 18" Ion at 12" o.c.. Use approved epoxy for installation. SHEATHING LOCATION NOTES g pp p Y 3.5. BLOCKING 2 - 8d COMMON EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 13 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with g BLOCKING TO: EACH TOE ) o Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMON INTERIOR ZONE 8d COMMON @ 6 O.C.O8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD w 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE 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 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. 1 NOTES O JOIST ON LEDGER PER TOE � DECK AND COVERED PORCH NOTES: 3 - 8d COMMONQ Q 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL W THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 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 w p Z the below rade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be alvinized or stainless steel. 3 - 16d COMMON g p p g 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, x � BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. O W U 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMO W Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 Q F RAM I N G NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. a H F H EATH IN For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. W N 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL ^ g Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING �-I Edition Wood Framing Construction Manual. �� „ 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES N 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTIONQTY. SPACINGSEE NOTES: 1, 3 ( BOTH FIELDS) �. 4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. m where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD m 4). Unless otherwise noted all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all above graWALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 X U 6). Concrete piers shall be a minimum 6" de. 0 Q) openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: openings. 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 NOTES 0 ,X6 0 openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire NAIL NAIL t) u- o to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Z and blocking where applicable. QTY. SPACING Co td th h d d bl ll b h f d R C 8). Covered sae assembled ananchored same manner as a typical building. STRUCTURAL AS PER TABLE 3. ) YP g' 8d COMMON 9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 0 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC be used. U m CU anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 6d COMMON 3" O.C. EDGE _ 6). Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with an N Floors to have ceramic tile 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. 5d COOLERS o Lu V- on plans. WALLBOARD 10" O.0 . FIELD N 2 Verify septic system with the Engineer for Suffolk Count Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r ) Y P Y g y P pP FLOOR SHEATHING: other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Vert with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side p q g p p Verify QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. N state code and manufacture's recommendation for maximum hole size and spacing permitted. where applicable unless otherwise noted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 8d COMMON �- 1 OR LESS 12 O.C. FIELD (5.7 SQ. FT.2ND.FLOOR) .Q MIN.44"SILL-AFF U 9). Provide blocking bridging in floor joists at 8'0 O.C.. Use solid blocking in floor joists NYS Residential Code R302.11-FIREBLOCKING REQUIRED under all bearing walls. 1 Mechanical subcontractor is responsible for adhearin to all applicable codes and safety NOTES: Fireblockin shall be provided to cut off all concealed draft openings both vertical and horizontal )• P g pP Y g P ( ) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. Q needed. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. +� 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor � levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 equipment supplier. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing V CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. ,Q 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, _ 12 Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. )' screwed floor joists. p Y ELECTRICAL NOTES' shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. N adhered with PL400 adhesive and d to ists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. DENSITY PER ASTM D 698 AND ASTM D 1557 C 1). All electrical to be installed as per N.Y.S. Residential Construction Code. ( ). COMPACT THE � SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2).When wall sheathing is continuous over connected P � TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.', ceilings and over furnace to have 5/8"thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or as 4 . Install Smoke detectors and Carbon Monoxide detectors throughout per section R314 approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM ) g torch down type material over. and R315 of IRC. cot 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G DRAWN: MH/MS be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS TO JOB#E COVER TOP ► ` r .4 } 7/25/2023 SHEET NUMBER: A-5