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Home My WebLink About51769-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 51769 Date: 03/21/2025 Permission is hereby granted to: Patrick J Dilollo 5 Washington Ave Bayville, NY 11709 To: construct accessory pool house as applied for per DEC Non-Jurisdiction letter, SCHD&Trustees approvals. Premises Located at: 870 Inlet Ln, Greenport, NY 11944 SCTM#43.-2-8.1 Pursuant to application dated 02/27/2025 and approved by the Building Inspector. To expire on 03/21/2027. Contractors: Required Inspections: Fees: Accessory-New Structure $293.00 CO-RESIDENTIAL $100.00 Total $393.00 df f+ ing Inspector � rr TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 o Date Received APPLICATION g For Office Use Only g Inspector- FEBBuilding PERMIT N0. P � � 202 J Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an 11°� mn � rr "'�n x Owner's Authorization form(Page 2)shall be completed. 1 " Date:2/26/2025 OWNER(S)OF PROPERTY: Name:Patrick DiLollo SCTM#1000-43-2-8.1 Project Address:870 Inlet Lane, Greenport, NY 11944 Phone#:516-993-8322 :[Email:�pjcdFillollo@gmail.com Mailing Address:5 Washington Ave, Bayville, NY 11709 CONTACT PERSON: Name:Darcee Oppici Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 :::::::j��Email:doppici@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address, Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: 65,000 ❑Other Will the lot be re-graded? Dyes i@No Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION ., Existing use of property: Residenti al Intended use of property: Residential g p p Y Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes®No IF YES, PROVIDE A COPY.. R-41J C Idst Permitat pursuant t professional is responsible for all drainage and storm water issues as provided by Check Box After Reading: The owner/contractor/designp o the Building Zone Regulations,for the construction of buildings, Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Bw g lucent agrees to comply with all applicable laws,ordinances,building code, Ordinance of the Town of Southold,Suffolk,county,New York and'other applicable laws,Ordinances or Rego additions,alterations or for removal or demolition as herein described.The applicant inspections.False statements made herein are housing code and regulations and to admit authorized inspectors on premises aced,in building(s)for necessary P punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. AMP Architecture KlAuthorized Agent Downer Application Submitted By(pr"' me): Date: 2/26/25 Signature of Applicant: STATE OF NEW YORK) COUNTY OF �� DV) AMP Architecture (Anthony Portillo) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the A ent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed t e said his/her knowledge and work and to make and fiile this belf;and application;that all statements contained in this application are true file therewith. that the work will be performed in the manner set forth in the application Sworn before me this � 20n 2 day of ry Public DARCE AUFINAICaRY NOTARY PUBLIC,STATE OF NEW 'RPETY OWNER AUTHORIZATION Registration No. 01A0001gta (Where the applicant is not the owner) Qualified in Suffolk County Commissicn Cx(ires January 9, . residing at � � "" 1, " < * v to apply on �do hereby authorize AMP Arc�litectu'1'e :7Z77 own ng Department for approval as described herein. Date Ir Print Owner's Name 2 w I 1 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK l DATE: NOVEMBER 13,2024 PERMIT NO. 10680 ISSUED TO: PATRICK DILOLLO PROPERTY ADDRESS: 8701NLET LANE CREENPORT I � , SCTM#1000-43-2-8.1 AUTHORIZATION y Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the resolution of the Board of Trustees adopted at the meeting held on N9M9Mh9i12W, and in consideration of application fee in the sum of JL 250. paid by Eatric and subject to the Terns and Conditions as stated in the resolution,the Southold Town Board of Trustees, rustees authorizes and permits the following: Wetland Permit for the existing one-story dwelling,with rear deck with steps,front patio with steps,and dwelling; .. to t addition to add g taones A/C units;two(2)existing 56.4sq.ft,of retaining walls,construe one-story " construct an la-ground swimming pool with pool equipment area and a dryweMl,for pool backwash; install pool enclosure fencing with gates,construct a.patio between pool house and pool;construct a pool house with gutters to leaders to drywe9ls,w install outdoor shower enclosure on side of pool house;install a W TS sy stem landward of .tall an ll y pervious driveway;abandon existing septic system and in ` structed;a l-to-I tree replacement with the condition that no additional retaining walls be con with native hardwoods with a minimum of liQ trees proposed;establish and perpetually maintain a 25' area;establish and perpetually maintain anon- wide vegetated non-turf buffer landward of bulkhead disturbance buffer on the dogleg area of the property off of Manhasset Avenue;all as depicted on the site plan prepared by AMP Architecture,received on November 25,2024,and stamped approved.on November 26,2024. 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 the day and year written above. Fkt .... ...... KATHY HOCHUL NE Department of Governor TATE Environmental SEAN MAHAR Conservation Interim Commissioner LETTER OF NO JURISDICTION - TIDAL WETLANDS ACT January 30, 2025 Patrick Dilollo 870 Inlet Ln. Greenport, NY 11944 Re; Application #1-4738-05027/00001 Dilollo Property: 870 Inlet Lane SCTM# 1000-43-2-8.1 Dear Patrick Dilollo: Based on the information you submitted, the Department of Environmental Conservation has determined that the portion of the property located landward of the 10' contour, as shown on the survey prepared by Scalice Land Surveying, last revised 12/26/2024 is beyond the jurisdiction of the Article 2.5 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required to conduct regulated activities landward of that contour. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e, a 15' wide construction area) or erecting temporary fence, barrier, or hay bale berme. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Ell sa Scott Permit Administrator cc: AMP Architecture BMHP File Division of Environmental Permits, Region 1 50 Circle Road, Stony Brook, NY 11790 1 dec.ny.gov I dep.r1@dec.ny,gov 1 (631)444-0365 , ,,,,,,, �-,!, ,/; ly/l%/»�%�� r J,l�%/'Aryl%'�� /��%v�� —� ".--•� � �'�"' ,;,;,pn„��.,r�«, v+ry ri 'llr, ��/l�i��l�� t'�/��1 �i"r�//��i��;i�� r•' I0070-4 -�-8.�00� TAX MAP C R-40 C ZONING DISTRICT p ^0R"ON°P p°aT, OF 1.05 ACRES ��emcT LOT AREA(LANDWARD FOMWN of MST-a>,�'r� ffl FLAGGED WETLANDS) 8/08JN2 ewsrare E PATIO 413 5863/7 YtlLL GoFO-MAIN'aWF�.L,1fN'�RAMP im►rw�� wZ-2041bPI/25l"'2 'w M ,o0 ' "" Ln Gofo-ALTERA'TN� Z W 02/05/OT �mw�ro� f�l ,A a � N ACC Gofo-SHED »35864;06/08/12 aF « r ... " ra°a . Eyl l lK Gofo-WOOD STOVE 5 ZONE X;ZONE AE(EL 6) 4, FEMA FLOOD ZONE 4 \ Z REWIRED WETLANDS DISTRICT NN dfLu DEG DISTRICT - � 5UFFOLK COUNTY HD APPROVAL / w , REQUIRED PENDING ^P �' C - c ,r�r, ,(r�f �rtw,l.r � 'i� i./ ,, �✓1%ri �P rrifr�G/ I ll,��lj�r /r,%�f/�f/��1� �//�„� 9 iaYLNRr. ° i3aJ n�n� 'r-, d �r; r l�,•,,,1 1r,,,, �„�,,, ;li�r,�!9�i l; Jf 1r%!,r/jL/i�, cram: �" r» �. N�6 20 .�,.,..,.,_. terms M, OP,, MOM 00� cm � Cif gill . RJ`, av" M� 6.62 %LOT w LJ, - " ,�J4YwP I3° OOTPRINT) ° wear.range a r. "^ M ..xaa wSus . 22.14'Q'50 W a DESCRIPTION(F ,, aw AREA 44,g75 S.F, 44 +" ° VVV Sl8°00'35"E c crs�, TOTAL LOT MrrLcwar. ml TOTAL LOT ARF�4(LANDWARD OF 45,58q.0 5,F. O ) 2 f ® (I �� FLAGGED WETLANDS) ' 1886.3 S.F. 4.1% aer��nws» EXISTING MAIN DWELLING " e'mv Lp• 1.4% raw �T .� 211) Teo• 623.0 S.F. M.. I w' ro ee a o me W EXISTING WOOD DECK ,w 000VX ae err o"c ) �aaaer .0 � >✓ I Iq.3 S.F. 0.3% wu ) EXI5TIN5 PATIO ra " 0 p r oeE zMomo `I�I) lJtiSTW°�•TFLE � �.J 52.5 S.F. O.I% �•4 EXISTING WOOD STEPS 0.1% P U EXI5TIN6 RET.WALLS 56.4 S.F. ' u s Z (18") ^, �•.((�� 0.1% r 4 • +o eE�ve•�cee 2 W co 31.1 S.F. ,`.,„,-,...w.�._. � ��u�� +' � u, O E+�n reE'+ovEo PROP05ED ADDITION � + O.I%LI% 512.0 S.F. Q •r pROP05 POOL ED - -'I� raw o +an a arse. 32.0 S.F. k pROP05ED POOL EQUIP. O'f% na7 335.q S.F. Ta PROPOSED POOL HOUSE J eEs ese wE `� 8 % TOTAL ARE 6.0 ow) ry A OF ALL STRUCTURES 3628.3 S.F. e a MAXIMUM LOT GOVEW+6E ALLOWED: 20% money r�� r y %r raa� d? ` e'a G IMPERVIOUS SURFACESFROM GRADE 12% PROP.POOL PATIO 55T.0 S.F. a"�°^ $E Tp I LNOI a TOTAL LOT AEI + STRUCTURES "FROM Elfi�AVE Z ✓ ` v rwarre w rravx rK l,a . UP s: D BY r ROVI ) e tl r s a BOARD OF "i RU5TEE5 e.e 1 a , ,, y W W r / W °' ➢ ' SOUTHOLD �� "` 0 " TOWN OF z .� z g Itl ° j C ew'Sw s r * a J W Z rIn DATE w u►O a ram" p4'9 ,•P6• r ✓ 2 n� �43% LL aw �^ V u.r e�� v�e.0 �` ✓ � .a 250,00, FL r ^^" �' � 1L. .�.. ��`�:,.......,�..w .,.�.°.�� ..�'«,.�:,....�..,�...,...�w..wr..��wr��"... �rw•: em��'' +�","r;�r" ° Ill �C75 04D W �, av�u e tlerr^� m� L THIS$5CANTO�HNTECT"S SITE PLAN 4 15 t7�' �1F F'AIJEM�NT M ...� THIS SITE PLAN NS�D Ae NHANSET AVENUE ( SECONDARY ) a�NNPl�AT10NREPP.ESENTEO TO THE' z +,'�JRVEYOR. '"&'OF N ON ITEGTS�ICrAT10N Li'A"A LICENSED ,1 N Alftl,dH �},may ray �,y 2,fVEm 1h4"'O""IATIa2AI HAS TANNED I"+�✓ ��7w SIT' 4'4 SCALE: I° _ 7" a FROM A 5URVET"DATED+,NANURAKY 5,2023 (LiPPATW 5.2124)AND PREPARW 5Yd r SCAL.IGE LAND SURVEYING tl 50VTH 3AY AVENUE 1SUP,NY.I I TELEPHONE-(631)q5T 2400 ion K p - o a,bI . -� peeamw4" aa«ytwgcaan=yer4ewam.« oun Dept.of Health bathe r'wc'?an ad vm 1/A cw 9h map P" a4 lliP4 rwrv..9'. mn'uaq�bn are u'AA snm �,bv1tiwn.x«.r. �.egm.H n "'^"••. W afar liruew dxNpd3$ KC inC eRt# - ",..°"" W Asw , wrwa4m w �'' surf"( 0.1Nk' F DEPARTMENT OF HEALTH SERVICES """ w PYs4r, ✓sex.'-P- +,ewe.rra er qm uer aaw waaex aaMy F! "^« Suffolk C ri Services. rC aer'.enrvl> +a�ati ..9"i,,,rw4J.,'ti�'s. + - J In w'Ap4w w d>paw+xcw�> ` r^ mr aq »� Haw4,ae«w»pwwaa a °,rarAa s q �e w dtl ar4m4w�war, �� P� 'IT FOR APPROVAL OF CONSTRUCTION FOR Call ✓ _ N lrrw;« ova.sds,w~.A,,w Pae".w"rry. „""°" „r^a"'Yiukd •, .w�rxw;AIr "N advance,to schedule inspection(s). " Q b�me>rvxmN wmw«;p tw« rrW rvma P ,,,,«v Am r,.e4o-. ^ ...+*mx.>.e w,rww.d eN + wr"'"al be ' i SINGLE FAMILY RESIDENCE AND d' ww , „m.Arrm.d p,«A, wrraw:cp. ce�e -.. ssas ,a,r,aa at '.wra�r'..a.�wsr�..rerm„n , , _-.-._..:.. of House(0 Bedrooms) �M1 rd�� o Ybm mA tl5 n agPa'e Uw'+ 4N4±. d.;w,pwpgn d,o neaewerA d WN rd wkxna d 4 mW"Cb lyd4+te .N+^aYMwype'x _ s.An VA ors ra.v wv s4 4d'wn D errant H. +mxno m+ Pie 5- nmm�.wtd en w+Pn ywp mwn na.q.txuawae wew Mrn, wr a rra cnw,.+my gaamm^g ema+q� mTn t44 A W wc�'..wx a an4 br+w _ " R-24-1190n y�.a�mn rc mn:rw�awm+wmawr'mA er4n�,r .. ; .,.,. , Y..IATE 2/21I2025�._ �.5. RE� NO,. ... ,� �n,,.. � �� dgnnro '.e.�c,w ,v aw a4erm,aa: ercrmrg, n,rov ,✓s,,,'1„ tV - o N I 1` acw.aew 4 e+m. :-r sswMsaw,Yr,q, roaq,vmn a °m y+ a wxA.rrw'[p,w ua:'n �,�' "' e,.Iw.e.a,..ncvY arocNmn d "ae d„,.,,.ry A r A%PROI /on,,JvnnlenI� of the existing sanitary system must be In o Ap wva�e Prm.roan'mw arwpwa nww a w,.wPA..aa4d t+a �rPr '+,� eprran4 ! Ax. �.= O m t94FW'"t^'"M P"'e"ye,p�q,r+sw[Wx#qnm'.JA n')m4Y`5 A,g4gwWwpx a°d 41M 'h4n I� C Ei .„,,,,,,,,. ,,,,q,.,.waawrr» +rdaa'.,rr� � M1r;" rN"4M1 r+ ,, d, 4 ,,,�„ ,T ,, KTY conformancewdhtheDepartmenl'srequtrements kn ac Y.PYa Pry ,, rrea TOTAL Fw, 6tlV4dM BEDROOMS OF APPROVALsubmit completed form WWM 060 as proof 1714 ,1.Ad wxu[edea VA n .4��a em , W�.., «' r�mdr - wN F0IInam,e" ,... ��.'"eRES THREE YEARS FROM $ ,,....�,... .—o_�o Ems, „s wway><raa v'+arcwa• w[,e ,, Mwtar x»e eat be 1a tl ,L •. n PMaI a I'sM'w 5 p r N /A O[NIS tan epL to,k ✓ , N' +4ma rode ' is ""P°�^ ��..,.� yy aP dP r4Apm� gr tine 25 r as I°L be fun g °wpe4.w p+r>pwv5r'N/Knn � gw,prvKMkMwCM GWaAmmt Gd9vc Mb Mda,M1F'Y fl✓A n SAgea 'aA°"`^k 54nx4rp Lcnd tlW A.[ 'mma^n q'4nnpm$^ ' I'Aww4]�O aiAh Fnwa wJ qP n4r{�p.. - 6 w+ pry AA cwa*s +ryr xM1+me wq vm ,a.,a —0 Ab yea C\,INEEF$CE'�TI`ICATIGN RGUI°CG M,.wwq oaaa e •daa e'P°Y"e nwaa.vb+u.pPaq_4 nerd ro ro+w.a'a .vw} w4.n odd wNa nanw+: rn a.Aq,amq+a +adr w..,e awP vyn'wa'°.rr nn, r ,�r.nram A�.awranw>wn,144.dn.NrmmPAr4e.,nNy+rnme an ,. w,�N, N�w,w,,,.�w SUBIAI�PE OKRA CEPIIhIGA IGN °a wu~+mum awwa .egwreawm n a wr+.hrow wr ar r�wI w,�y w4»drrd __", � ,. ., Fop INs,�L,T',^n AND G IN_ FLCnCN ., d Pr pa PPd n Ya4m Y�n a In and ° LOCAT[ON MAP a� T I .cra ere w uNY a wwr44,.,aae t am a�w e "r'v n;iv"m ago- w:ar�mn '.w be wowrs OF �— deuv+'5" 4ab as m 4mn'prdY. 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MAP w 3610300176H 'G MEfER �LLk7 ? /25/2009YT ,RwtfNwy^ tx.FL LYNaE " rN , $'.A'Y^.a^ tlVA C'W"9W u a>eptic tmb ror prewr4.akm.nnd'Inc aq MAP DATE:a79 FREE 5 A!, rPf'•.,• v L M„pad,xeA 1 rm namnw+pa4d H awarduce,.N xmA4 ry A-w'.tR Avu 4rdne Jae^°ogre n.rwR FIAW Fm�d4 IUN ML1Pt"r".3 R ' Al IE"M..i)�l q'q N Ate'rA4g4✓s ="4+, " t a.N;w nr M+a eA4^✓k*^d P as 4 AnSr Rwc4ra un[k q an As4a nygn6 n4 bone,pnWnl rmw�aa4 Pr a maw+a.,a,a+rMw wawa rpnnagwaeu= 2 SarE pwo,TVEC'T1rNNM,Y+,L=ro°L"! iNS TO BE „{".. �6A 3 w* w Amerwwn,pans a..Wrd leacnrg ietem tbt q M oar m e �Ho O A5 RLO VIMED iYa+r THE TowN of ' Oa ��..... R ^, .s�'x'�� a, +" m .� m amo'✓eM t3'Y sew MYdywn'n+e ME"`A. A Id�gw+ /P Orfl^�'>IWPf a>dodo 9nctl recce N two A�pw+'4W ap m r < Yewwar'w aae ePxroa rs ,W o em s-w,ms ti fir' ..-. M OxNr'd U/W4Muvn I,--q M'PT' tla�w °�'" 2 The non Ir a om O•M hot/dw be _, 5`JJRFAGE WA Rai OR W6^4� 91,'�TY, � � I A - EXIST e» "' � 'N 3�•. F ted4 meow w+^n^M dent,!ed m W ue>ma ai tk Pane mtl ncwtle°pboro nxrber LDLATm WITHIN 300 flP pw a0 dpnw.eq rop4m*ayaxj STORY Hlaa u'rvq a'um/ptl Cwrm� A441 11Y t° age c A `r, ° N +Ah4✓rm' M daPMU ,mAa:net, $ t H e qw4 „pp.Py.�a4ry;, ggn'det .mpsA 4 ELEVATIONS REFERENCE NAVE'1986 EXIST.. ,. FRAME HOUSE nAe aw'papal npn r+Munn xw.arraaywill.w t"b td w of WATER I. a nq.Imwa 5xw4n Mf a'w Ma Y AMe+q Mro+N rcxn Prongmad w 9 p 4 ^ ° *J Y+ MNF9 n^ P YU BL.A15 LENT V .N'a davw nti wM4 g nlPre HwtA^g Mra w4rod ,nca*ra s*''°.HnCb pA[rd tlw"nW'n9 5.NO VISIBLE WELLS LOCATED WITHIN I50'OF M.;itL"q�,rr CM EP n !F"R.>'A a SLAB ON a f'rr 4 F�OO f ' r 6Ne waakvm p r ( BEDROOM51 _ JN�p s.«w,eae a+A ar.Ar� a�A 4 e aP e.Y Rd„ee In° t'"° a ,wywq crWn,. � SUBJELT PROPERTY. r N. w pew g one un w m>grad a waa `` L.P 50 W een �[4 M'M4@MW rMe•.w[+vn^w.T[;MIYYgeKy m:dfEld '^4gAe by 5 Tne c°rvY }AiM Mli kwq P:MWrvd YP d.c9mrertable Mlgnt ror ."„-..�...... -, ..,mm..mm EX 5T,WN+Rb.Ni ' �y ,•, acceaa wrvaAGw+ w'rI T dda'9 L'mn'"g°^ey Managemw[Agancy , 213 ' THE FOLLOWING LOTS WITHIN I50 OF'WE LR."Akr'V't"-+` �A 4'kO1'Ln" ��Yr" ar � X �AND/OR� ® Y 2 L4' 0 fFE1nN rlootl c rcgv rem ••��•• �•• e' n Cq" a b.Garbage grrd> Nall p t wMn m"A W5 b „RT°2 PO PPOP1 DIST v✓L9 W y' SILT FEN!'jING n oA1° a �, IPJ V YLOK "IA 6 Th I ab I t Nvasxww^C tr rno cbmen UTILIZE PUBLIC WATER A5 PER SLWA, PROP',YD' �., k+'FM1 vtlllz w°9c P ° b Pton(HEMA)4X Na ce4Y .. a � ,4.ry y yy w Wnr paw 5p OATs area the n e 51 w1000-36 2-21 BO%(SAMPLING tt 1.21 ea'4n an*lnand lifiu^ na'etw 4ay+walfn-¢rd pmmnetetl td wm 'S mw Wx.b^w:Y e�mFs'w a Tee SGTM a1000-36-2-26 1 POINT):PfA,YFTAI�N W,� p"R04^N d ady4P:4Pw X'emm AI 54,Anw.�nry k eypq ley wppp„q•.':p Prn i R,yuHN,mtl mo awre SLTM aIOOO-43-2 StWAAC/aTYObf P'RCM MxN ADDITION pip b Dapartmenta e a n^ "'nd tl an*ax 1 Pi°r'n' W SLIM 41000-43-2 21 VA.OWITS n 2'N �r. qk B /A OWTS[ont>.>eptc wnk>aM ba Matert get oro M Sa N to gP'41 qrn•Rw'Pp° mm n h^5 Rcm 5LTM w1000-43-21 FROH k LP ^" Z 'iY Q POOL"D.W' � q� Q coeewc[etl ar awns and d.ab c matcrla a toot ore ro[>u Jec[b ,. U swd 4 w1000-43-5 6 A W D W r' RR eww n atart� aa.^aw'u y�,Lanka are ex rmmevY A 4a SLTM'1000-43--34 SP.. p+it'Y,AtMKL 4 mS .. ,r HD 4H ! _pew. SLTM^I000 43 2 etc ads Tmn M, r>.e xvwne'mm HYDRO ALTION M /DRIVEWAY— _ 4. a[nwdW dpp i,ndr mawprp aHmMa u..9dnmm a4AAuwm:rw«.'µf 4nq OqM pnpv:nc ..,,....--...,,.,.�_ �---w ••^ ANBOO I/A OWTS O I/A O—S w ,wxrfa.n iwpapimk a mar veWcwn taatHg ..... w/'rLEHdTL°'Pa!u, f'.+...,N I I q'W0 S+r.MG' �a1 xrc4xn ay A A '4n"r�n „..-..m ,m*npw,adq M1,gawY, CON TTROL P'A''a, NNl pUUAS WY- 4 Spwx4+rm. rat dgmrtgn r'umM uy.9 Wl :Lrpb".Lu'.'. ,....SNg..'S. VENT TO ROOF AS rREI.'.: pp awtrv+w ry,ygm,-,g-ryp,pa L^a a4way tlPWk°nd apply a vacwm ko ieur mcma or t �/ypr„a.w"(E, '( SITE PLAN a IS a be ae•P44w y, a4nva.p ,+ 1 (4!na¢Wdu4*mP M o rro a9n4 approved r 9D56 ei cpry.4,gy�pwn gaw4r�w" > tun diring a L"L T; VE"RJP:O.AtltON BY A LILENSFD / tabl w .r t4 Ape"°awn y wtia n THE INFORMATION b N MMe4d 4� D l ^'ei:4A Wen dYWrwp brve w n".masfA' tl a 5 TO THE a ✓ /^ -.m Zara [ ova hwx -wm Ak t TED ON THIS SITE PLAN 4y Q IN ,mn#ime q��w%wM%pr+�✓Md^a.4'R'm Gov q B ARGHITELTS BEST OF KNOWID6E,. EXIST, d O O w ark' a n ax mr af4%A wee^Ip A^M 4d'F 4 kdm. a n'A,a•atanwA Ip+4m- nA..pe'Hm.CwlkyA. 4veaVd vsq VA 5 take 2 ^AZY VN'VOAAnG VflOda A*;At^OB'7'A WZOp,_.,„„, m a K REPRESEN it U.P. �d o .wew ova,a+w1-1 a Sw a, m r' Nmrvq rdm tNa Na—F'am'°a gWVYq.p. n41,Iwg rop 3.Arg b°wen located ovt>do of Me/A oWr5 wn t eat be Platte q'%",A&tVRwICM D d.A"uARARv"�,2023 SRAVEL D rl9 - � r ms'Nvrdgid IF p pewm men ae dA4•Iwe wRN:': on a p°e(wncrete pia>tic or i berg aaa)ar,e h—.a>wndproor rUe'DAYN;••.y7 12,26 I Af D PNCEPAREO'VFY DRIVEWAY ' e O arc mart wvar ry ..ayl.' oS ., tl, °bet°r roe<arcoa ve SSOUTHE LAND AVENUE YIN6 .,,,. y u yyM1 P.,pw,we„p 4{ ,prt, uµm: sae 9pen,g m w°m 5.A pimp and r oat tr°e I aer+cem c I SOUTH BAY AVENUE .,,._.., ��' 1T+a1,e,,,m,.,yrmn Irr✓n *"4M1 Aaemm" r cm P 9 (SLIP,NY,11 151 4 Th eni@ >Wn rynyw.eWxd[° Sry,nR 40 Il�.III T 2400 ". 'N^'GYwW •.'r LL ,,,,,, .. -. e TEIFPHONE (631)95 !L+AJ(AgWIA,,,.P, 9.#G.Pk!IX4.✓4T1".iN?A1..5W"/,?9.1:',4�'Y ."7'.,. uwt<:t Rraen i ce ar md,p Aw+ C..Tnc to >Fall NP den eExe A.t44 rw maH +'f $" r" AN OUT A 1..14wY:axaxet4 pen da" wph tie :f:anT'a 5'Irma^.indbamPwt>n°II abwrve U,e pnrp>U>tem°pera[e eroougn ,r.'sxsrArA. n .,. .. ^ p m 0 0. tr'r,4nwmcavre-Aq sa++n a+nr.mdhr�. r'xa p eM Iw,ma, a a mpmw g aya a. q r f � ¢ � ra.wrw..w wwv,mmM1 snc:a>� mus« t4yr 1,w,PaaA , v... prate tiC�_ .'F'rV�` * 70 ac's W aN MN'N 6'k&'g3 J'IGY9a xxnd qWN awd m u Uap *Ae dl peda�Crn f [eat 9c didure.iorce main 1 ttHg>,+ to made MCDOh+d.D aSEp'^.Yt°g4MILE5 i n R '� •-•-..••••••�- •.— �•• fen'.H O BOX 1256 HAY BALES -""' •.•-m•• •�.�- ,••.~Y mmmm to t�ka>ba I be rmw ANv/oR / l dl k09EC ' e/e vIw[Ia r ty by a ee t d p....°nadrara er V. sovmoLD,NY N9T1 A w tan r ctker 631.T6536T SILT FENLIN6 I� DILOLLO 5 C ana 4n Mo4n unn MY4 4 mnmAA k kwhM A l . p,AR Ii SEPTIC �W era aM rm at an applwtl 5M BROVM sILTY$AND ......... ....... A.All M d—e fr oot! D p —.............�" ,.......�,..... aX AAa�✓ P^4n'^a P° 9 pa 4yN, 19 .�,v 5 h ° P° t YS ate arm t I rom d mnk> t e H d b we w r — 70 INLET LANE a4 -:.4 o a>,,.r.r>y weak t ww e9avot wrg ro -, ,,,,, WETLAraD GR ENPORT NY 11944 l.. rxrt ba WAH gmmMdnp9 q wwewe: gAA,e P° m sP F®1UI•I sAtm ,. u�wk k am W w 'ary �" maewuw�gl Iuw dw,Ad uwv rcw P'n,ann 4P^e+r4 a arr+w.ova uaY vrn f U.P. � �.�.m.v........�,--. .,,,.^T waH+w. w ex. w w'f ana n•o-+n spa'nB auw N, -� b f " FLAGS �4,�.'' c.�ea Ya. " .arei twH.evA r" +. I CIRAWIN�q'4C agamaA Yw SITE PLAN ennanM e w any a "�' c4prPaNn+a F�,*.P o-Wiw an�,a mtrY tl4.lw.an.k��n'A pe bntww'+ym�++ak;r��n Pr. ..f.gw..1.a�—d.AlAh�.q-.n...�..,.,M1n�a9,V..,,�1 ..��........,�.m.._-w.......,�.._._..,�._.... _.._..._._.._. ....�.._ ,"��,✓S�'P^r y PAYILAET tB35At NIN0 W P AFIIElE ^s r. � re PROPOSED ..-_S-E..P-.TI,C.�S�YS.T....E._M tuu ` NOTES m mm»aPd era FINE _ ..,.._ ..,, H 5 E6= NE NO,: R 24 IIO FrO 'AL f t � ,, � ... PACsE. CJ'L G 4.. FIZ HEALTH TH C�E� �... � ......_— o NeTocoARSE <(" � A/ ^s �,+" '', M 'dam I � c __. ..._ 1F ..._ ... ._ ATMENT eF T wAe NBROW w 5 101.00 �� r � u t' a ov,7/2S A. 1 of 2 n Fconrerrtsruhn 4 r"a.',. v '., II _ Eu�.. e. O' M.......r,...,r'.....�......, ...-......,.- -- ----- M1 Ya —_---- 1v�� n�•uWr��n,�+w+,... '6A^-lfiA"CY 4.MW2^5HA4A BE 47v4YIh.E 4rRRJM{FIFE ,^ Iv,G+^'k W/' b AAE .ATw A^dY nsAd*7r uu.I&LAaRrrWy ARr nS. "'�., 6' rn CM4k°Mn,sa,To'Air h^�dN�dYKEM1 SA){It!A,R'I" W, -�--- "0 ETO_'•� 'BIg Smt�J'GT4gW.E5a�'.wL.'"alr6'"�sae«.�r rrrra, 250.00' ,rc ALL SAVYAW" 'u^twt;:°�kNCIiCi INS ^% KB,,00,FaA axw9y5 q D "1R1T'..u'2'rVMd `'w„ BOX. wu sA rArN A;s TO Mpx SEPAkATION E E OF PAVEMENT ° a ,,.....— NUE TI MANHANSET AVE ( SECONDARY ) o "� A w,w,+4�n�*�n sE �,1RE��aEw ct�wW�Ls n I,p 9EAF tICa Un',L rY Ln 4!5,SEAT 4 1 I To,a.EJSGmN^-M1 AtlEL'L [�� 1d frGM'PM7w T'S Alo TlE Wrru[C. II OF tL Nc« ,'sraN L5 51 TE 'LA �...� 20 0 A.M gll,fM 'A`@ZMA.J.kNGM1t✓,raa."16n,aAD at"14.L^'N O*YW:".4.4.�5 ,......: �.............. ......m_.... ... -,,. -..,.....�.s._.- LO�AEa",'T2"e5ILASM` ANO�Y6T'M'LiNes .. ......�.......,...._..w.w � W,�..,...�.............�.._-_.. SCALE:I.� q T„W NINd^iCt ALL ai rT'CW.LM ADCgY,r^'TO K AR^pT�I. Asyeymyj SITE PLAN HATCH KEY: PROPOSED POOL HOUSE 5o� W ,. W -� v LEGALIZE PORTION OF EXIST. Q N PORTION OF EXIST. 5TORA5E TO BE STORAGE 8 CELLAR ENTRY �•- �. '~ Lo DEMOLISHED EXISTING WOOD RETAINING WALL ' �:": ,; * f ` {. ^-" `9� •' •'.'7 _ .,l,..r,++.h"_` ,a.� r y . x, ,^ '3cew'`n. , •- N //�� • I O C `u') 2 I R ihWxt .a. . .. -N QEXIST. 5- J� O ELECT. O E " Q L�.o NQMETER BURIEDG. LINE C vE>CIST_ 7. O1 . n , " , � \ O '.t LEGALIZE •\` -.`.t.` '.(. . .` !� ��4I`� '� ' � � • � � RELOGA �- - - - PORTION OF \. .�\. . .t. TE w'��R S �' EXIST. DECK �' \ / OC d'• :- g. �. ..�!! ''"' ,....'a . SUBJECT PROPERTY ` ` Y EXIST.�1 STORY , I `r ` i 1 -T� _ ROP ` F ME HOUSE t`. .\`` a\. . . 1 / r{k 'H, t w ":,; i. r7 4 I U WATER L.P. �', f r` �'T .$ _ Y .. ROP.1 W/ BASEMENT c`. . I TEST HOLE DATA METER LI h¢oP. / 020155 1 1qfpop., =P. E.P.i 4 SLAB ON V ❑❑ ❑❑ ❑ 1. . I N N-7 W McDONALD GEOSERVIGESd GRADE j ❑❑ ❑° WOOD `. .`: . . i PO BOX 1258R (4 BEDROOMS) Q ❑❑❑ STEPS . . 6 �2 5OUTHOLD, NY 11�1"11 gyp.,F.F.=12.3' LL � "?, N °° HAY BADS �. °.. °.. .P. (PROP i 1 X w 1321LTEl El A FE ING-� 22.14' LOCATION MAC IT 4.4 ❑❑ � �. � . I EL 10, - / -•�p OL DARK BROWN LOAM 18.1' r- --�'^ o.� SCALE: NTS ( � !� .` +. .2� SM _ BROWN SILTY SAND P RO T P PROP. / 2.0 1 �OADDITION PRO EGT DATA • 1'ROPy / C X Q I POOL'� D.W. �� J .V `` ° - �I� PROPOSED POOL HOUSE W/ POOL EQUIP. OUT SHOVER Cn Q D W / / BROWN FINE TO PROP. � .`�`. . HYDRO-ACTION ry i / `.''` l x SP 8 Dx4 H O MEDIUM SAND • PROJECT / ZONING DATA AN800 I/A OWT5 w ///x\ I_ PROP. STORM NATER MANAOEMENT w/ REMOTE PLO r 2 I PROP. SELF ' `1`. �>L,`. . .T 2 # LJ "' CONTROL PANEL; 1 PATIO 55 rs ,`,`,`.`. I PROPOSED I N-OROUND POOL (SEPARATE ,�PPL I GAT I ON) TAX MAP 1000-43-2-8.001 1L � �' �? � CLOSING/L GMfNG , `' ` 0 � PROP. SELF O V 1 Q LOT AREA (LANDWARD OF VENT TO ROOF A5 O H GATE 1Y 7 p ZONING DISTRICT R-40 C REQ.'D I GLo ING/LAT GATE W �I / / ` QO�• 2 I pv 1+..Q�z 5P PALE BROPqN FINE FLAGGED WETLANDS)) 1.05 ACRES Q' vj�� 0.: ``` 0 q 4' CofO - MAIN DWELLING,RAMP d PATIO #55563p8/05/12 l^ATER IN P IS ALE ofo ��`�� BRO N FINE SAND EXIST. PROP -I �'� N ' K I Gofo - SHED RATIONS Z-3 1'766021/05/O'1 PROP, GRAVEL p.W. IL ,' t�,+>L� / ,/ r Q ,' , GofO - WOOD STOVE #35864; 08/08/12 NATIVE I DRIVEWAY I6 .�. I ' L TREES 1 / O _ ,' I -� FEMA FLOOD ZONE ZONE X ; ZONE AE (EL 6) -----� O.O' / ' 1 'O �' I 0 O �� i WATER IN BROWN WETLANDS DISTRICT PERMIT NO. 10680; NOV. 13, 2024 PROP. - O 5W FINE To COARSE DEC DISTRICT PENDING N/J / W i SAND WITH 10� PA0E <E 4'-O"H POOL POOL - 3$: / U �' EQUIP. GRAVEL SUFFOLK COUNTY HD APPROVAL R-24-1IQO PENDING ENCLOSURE FENCE __ __ �6Z, `- I �� i PER GODS OP OU O i PR 0 i � 1 16145 L.F. I�'� 5HWR. TO DW 8 ' m LOT GOVERACE I'i.0' ' _____ �' ; ' cy Q -A COMMENTS: GROUNDWATER -t�O I •00 PROJECT LOCATION & SCOPE 50UTHOLD TOWN GODS ( 280 - ATT. 3 ) W ENCOUNTERED q.4' BELOW 9b LOT GRADE SITE PLAN & ZONING DATA DESCRIPTION (FOOTPRINT) AREA ' HAY BALES -, ' i AND/OR `�% I COVERAGE SILT FENCING /I `I TOTAL LOT AREA 4a,a75 S.F. y I o jam}-}-OO2 ,QQ GENERAL NOTES TOTAL LOT ARE; (LANDWARD OF 45,58q.O S.F. . FLAGGED WETLANDS) / SITE LAYOUT NOTES: ENERGY TABLE 1 1 1. THI5 15 AN ARCHITECT'S SITE PLAN 8 15 MODIFIED MAIN DWELLING 1886.3 S.F. 4.190 `` '`````;```` SUBJECT TO VERIFICATION BY A LICENSED STRUCTURAL DESIGN CHARTS SURVEYOR. THE INFORMATION EXISTING WOOD DECK 625.0 S.F. 1.4% REPRESENTED ON THI5 51TE PLAN IS TO THE •00 HOLDOWN ANCHOR BOLT, EXISTING PATIO IIQ.3 S.F. 0.3gb ARCH I TEGT'5 BEST OF KNOWLEDGE. > ' ' ' ' S� STRAPPING & NAILING DETAILS 1 ` ,/ /' ,/ / y 2. SURVEY INFORMATION WAS OBTAINED EXISTING WOOD STEPS 52.5 S.F. 0.1901 N o FROM A SURVEY DATED JANURARY 5, 2023 FASTENING SCHEDULE z EXISTING RET. WALLS w (UPDATED 12.26.24) AND PREPARED BY: 56.4 S.F. 0.190 _ PROPOSED ADDITION 51.1 S.F. 0.190 WETLAND y•� FLA05 �, SCALICE LAND 5URVEYING �}-I-OO�,o� FRAMING GRAPHICS I SOUTH BAY AVENUE PROPOSED POOL 512.0 S.F. 1.190 � I5LIP, N.Y. 11-151 BEAM CONNECTION PATTERNS TELEPHONE: (63U q5'1 2400 FIREBLOCKING DETAILS PROPOSED POOL EQUIP. 52.0 S.F. 0.1% PROPOSED POOL HOUSE 335.Q S.F. 0.790 V4 \1 / ' PROPOSED POOL HOUSE PLANS TOTAL AREA OF ALL STRUCTURES 3628.3 S.F. 5.0% W (jjj _ ,� S7/° PLUMBING RISER DIAGRAMS a MAXIMUM LOT COVERAGE ALLOWED: 2090, Vil �J I - 'PpA �' f % \� `�` IMPERVIOUS SURFACES < 8" FROM GRADE PROJECT: - PROP. POOL PATIO 55TO S.F. 1.2% 8 v/�N }-} �Q ,QQ PROPOSED EXTERIOR ELEVATIONS TOTAL LOT COVERAGE INCLUDING 4185.3 S.F. q.290 D I LO LLO STRUCTURES <8 FROM GRADE I 1 �� /I //j /j�/ /�,' // , - ACCESSORY STRUCTURE REQUIREMENTS POOL HOUSE BUILDING SECTION O SOUTHOLD TOWN GODS (280-15) u ° FLAG5, DESIGN DETAILS -- 1 / , , / , , / N // / /, /� / /, // � � PROP. POOL HOUSE PROPOSED COMPLIES 870 INLET LANE -{ ____ MAXIMUM HEIGHT 22' 16.5 YES GREENPORT, NY 11944 Nal 00 - -- �� QN MINIMUM 51DE YARD 15.0' C 101.3' YES DRAWING TITLE: / MINIMUM REAR YARD 15.0' �i0.1' YE 2�0.00' FLAGGED WETLANDS 50.0' 84.6 YES PROJECT LOCATION &SCOPE MAX. SOUARE FOOTAGE 350 335.q s.F. YES SITE PLAN & ZONING DATA EDGE OF PAVEMENT S.F. M A N H A N 5 E 7 AVENUE ( SECONDARY ) PAGE: P` H-00LOO o s w o •o +o eo 51TE PLAN DATE: 01/17/25 10F 7 SCALE: I" 20'-O" DRAINAGE SYSTEM CALCULATION�i_ POOL HOUSE= 336 5 NOTE: Ft. 336 5cL. Ft. X 0.1-7= 57.1 I. FLOOD MAP DATA FROM FEMA 58/42.2= 1.4 VERTICAL FT. OF 8' I7`IA POOL REQUIRED MAP#: 36103001'16H PROVIDE (1) V0 X 2' DEEP DRYWE!LL MAP DATE: Q/25/20001 °fir FLOOD ZONE X $ AE (EL (b) DRAINAGE SYSTEM INSTALLATION NO S: 2. 51TE PROTECTION/SILT FENCING TO BEa, I r XNA n r L L L 77`� • A MINIMUM OF 10' 5EPARATION 15 REQUIRED BETWEEN DRYWELLS INSTALLED AS REQUIRED BY 50UTHOLD "w WATER 5ERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC TOWN. COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE GH ' D E OF ALL FOUNDATION WALLS E G 3. SURFACE WA7ER5 AND WETLANDS ARE • A MINIMUM OF 5' SEPARATION 15 REQUIRED BETWEEN DRYWELLS 4 LOCATED WITHIN 300' OF THE PROPERTY. CONCRETE SLABS AND PROPERTY LINES • CONNECT ALL GUTTER LEADER'S TO NEAREST DRYWELL 4. ELEVATIONS REFERENCE NAVD 88' NOTF_5 4 Si�EG 1 F I CAT 1 ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION. CONCRETE. AND MASONRY A55RE Y I AT I O I�lS IT Is THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUCLAS FIR LARCH #2 d BETTER (Fb = 8'i5) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT Q ToIT 19 THE C ALL TIMES. IT Is Also THE CONTRACTOR'S KEEP TH1 RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD � IN5UL. INSULATION � � SPECIFICATIONS,ALLGATIS. I ANDS FAMILIARIZED OR'ITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE,MODELING, OR TE5TIN6 BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR W 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL J Lli GENERAL 5. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT BLDG. BUILDING K KIPS (1000 LBS) I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF 51LL TO BE (2) 2"x6", UNLESS (1) 2"x6" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 5. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. APPLICABLE BUILDING DEPARTMENT. BM BEAM MANU. SPEC.s MANUFACTURER 5 SPECIFICATIONS (V 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS Q +_+ Lr) 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINC75 TO REST A MIN. OF 4'-0" BELOW GRADE, UNLE55 B.O. BOTTOM OF MAX. MAXIMUM •C 4. AT FLUSH FRAMING USE I6 GAGE METAL J015TS HANGERS BY TEGO OR OTHERWISE NOTED ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, _ a-- O STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. BOT. BOTTOM MECH. MECHANICAL PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, � � � � 5. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOGA_ CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, 6YP5UM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM -0 >1 O FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARD5 OR GRADING 6. NO BACK FILL SHALL BE PLACED A6AIN5T FOUNDATION WALLS AND AUTHORITIES HAVING JURISDICTION. @I --- +' w RULES SPECIFIED IN 1.1 THROUGH 1.8. UNTIL I TIER OF FRAMING I5 IN P-AGE. L C01 t G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF 1a88It 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, Q C Ln Z U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, '1. FOOTIN65 TO BE POURED CONCRETE OF SIZE 5HOWN ON DRAWINGS. COL. COLUMN NYC, BG NEW PORK CITY BUILDING CODE m OF THE OWNER/BUILDER INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED '1. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 5-1/2" BEARING BY THE CRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINC75 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED X U 5. ANY OMISSIONS OR DISCREPANCIES OF FLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. GONT. �GONTINUOUS O.G. ON CENTER C Q SHALL BE CLARIFIED WITH THE ARGHITEGT/E:N6INEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2NIC)" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE Q Q m ++ �- WITH THE WORK. GRADEMARK SHALL INCLUDE AN EA51LY DISTINOU15HABLE MARK OR 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PACE 0-005. DBE. DOUBLE OGG. OCCUPANCY q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE +�+ ° ++ 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DFE �'DESIGN FLOOD ELEVATION O.H. OVERHANG O UNLESS APPROVED BY THE ARGHITEGT/ENGINEER. P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-QQ. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 2b C � .. DAYS OF 4,000 P.S.I., U.O.N. I DIM. DIMEN51ON PBFE PRELIMINARY BASE FLOOD ELEVATION na D- � 0 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET w "i. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-005. GENERALLY 5HEATHIN6 15 OF 1/2" THIGKNE55 ON WALLS AND THE PROVISIONS OF AN51/ALTO A I QO.I STRUCTURAL GLUED LAMINATED 11. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH BEFORE THE START OF FRAMING D.J. DECK JOISTS P. GONG. POURED CONCRETE ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENT5 WHEN EA. EACH PL. PLATE APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WH=RE SLAB ABUTS FRAMING. a. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM V5055 ELEV. ELEVATION PLYWD. PLYWOOD 11. SUB FLOORING, GENERALLY, TO BE OF 5/4 THIGKNE55 AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 0-003 AND GLUED,U.O.N. STRUCTURAL GAPAGITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) HALL TIE PER (3) SQ. FT. EQUIP. EQUIPMENT P.T. PRESSURE TREATED �� 4} CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L.APPROVAL DOCUMENT, THE 6OVERNIN6 BUILDING CODE AND ANY ADDITIONAL , - 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXIST EXISTING REQ'D REQUIRED r , 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 52'-0" O.G., TO DIRECT ANY COND .ENSATION TO THE EXTERIOR. v AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIOHT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND, EXT. �XTERIOR RI RISER �Y1 PERMISSION FROM THE ARCHITECT. = I I I UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. U51NC STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2 ABOVE FINISH GRADE. ASTM P5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE ��RM. ROOM 12. THE ARCHITECT I5 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS __ 14. PROVIDE X CROSS BRACING AT JOISTS, STUD5,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE I6. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY 5'-0". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLE55 APPROVED BY ARGHITECT/ENOINEER. NO i[F ([FLOOR AREA RATIO R.R. ROOF RAFTER 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. - 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE F.A.V. FRESH AIR VENT 5TL. STEEL 14. THE CONTRACTOR SHALL KEEP PREM15E5 REASONABLY GLEAN AT ALL 0-004. 1.5. PREFABRICATED WOOD TRUSSES: A55EMBLIE5 USING PREFABRICATED 11. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY FF FINISHED FLOOR S.V. SMART VENT TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ ENGINEER. RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLAS5 AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 AS BROOM GLEAN. NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL PE51ON STANDARD FOR METAL PLATE I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED U CONNECTED WOOD TRUSS CONSTRUCTION, THE 7RU55 DESIGN DRAWINGS, WHERE EVER APPLICABLE. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 1-7. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAOE5 6-005. OR THE MANUFACTURER'S GORE EVALUATION REPORT. F.J. FLOOR JOISTS TEMP GL. TEMPERED GLASS 19. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES Ia. AT "WET WALL" PARALLEL To JOISTS FRAME DOUBLE JOIST AS PER CODE. I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJEGTIN6 b" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION THK. THICK AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB MEET THE PROVISIONS OF A51M 056 SPECIFICATION FOR 6YP5UM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK Q I6. THE CONTRACTOR SHOULD FULLY GUARANTEE H15 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD,ASTM C51 SPECIFICATION FOR GYPSUM LATH, OR A5TM C'19 CONCRETE SLABS TO HAVE bx6 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT GON5TRUGTION ELEVATION T W. TOP OF WALL THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR 6YP5UM 5HEATHIN6 BOARD. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. 7 FRAME Tr TREAD �� 1 l COMPLETION OF PROJECT. AS PER PAGE 6-005. 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 8 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 6" VJ I'T. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVI5IONS OF ANSI/AHA A155.4 BASIC HARDBOARD OF DEEP 6 5'-0" BELOW GRADE. FRPR. FIREPROOF �I TYP. TYPICAL ARCHITFOVENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRE55URE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD 510IN6. AGAINST ALL CLAIMS, DAMAGE5, L055E5 AND EXPENSES, INGLUDIN6 ACCORDANCE w/ AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING U.O.N. UNLESS OTHERWISE NOTED ATTORNEYS FEES AR151N6 OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: GLASS WINDOWS AND DOORS THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD GYP• BD. GYPSUM BOARD VERT. VERTICAL 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED W I. ALL 6LA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED.WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL �I CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN . VERIFY IN FIELD 2. GLIN-JURY TO OR DESTRUCTION OF TAN015LE FROPERTY (OTHER THAN THE V40RKASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER V.I.F MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND \` ITSELF INGLUDIN6 THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY CLEARANCES ARE PROVIDED. HDR HEADER w/ FOLLOWING: EVALUATION REPORTS WITH D WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDAR 2 (P52) PERFORMANCE STANDARD FOR CONTRACTOR, ANY SUBCONTRACTOR, ANYONE D 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE DIRECTLY OR INDIRECTLY 5. ALL SLIDING 6LA55 DOORS, SKYLIGHTS, AND ANY CLASS UNIT INSTALLED EMPLOYED BY ANY OF THEM,OR ANYONE FOR WHO5E ACT5 ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GORE WITHIN 15" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, HNOR HANGER WD. WOOD . BE LIABLE REOARDLES5 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A UNLE55 OTHERWISE NOTED. PARTY INDEMNIFIED HEREUNDER. A. WEYERHAEUSER TRUS J015T 2.OE MIGROELAM LVL HOR. HORIZONTAL ZR ZONING RESOLUTION B. OEOR61A PACIFIC, 2.OE 6-P LAM LVL 1.5.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING A. WEYERHAEUSER TRU5 JOIST 2.2E PARALLAM PSL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY MANUFACTURER'S SPECIFICATIONS. BUT NOT LIMITED To FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEC,s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE I C, I I I C� I /� I C, TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR ENERGY CONSERVATION CONSTRUCTION CODE. I I `�S U L A T I O I `� � F F I `l F-57RA T O I `� RE O U I RE M E I `�TS APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. FRAMING MATERIAL STANDARDS SECTION, THE COVERNINC BUILDING CODE, AND SPEGIFIGATIDNS WILL NOT BE PERMITTED WITHOUT WRITTEN 6. PROVIDE FLASHING PANS UNDER ALL SLIDING CLASS DOORS, WINDOWS, OR AUTHORIZATION OF THE ARGHITEGT/ENCINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL ANY OTHER TYPE OF CLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY PROPOSED DES I C N GODS PRESCRIPTIVE VALUE $ M. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL COMPONENT GOMPL I ES NEEDED, UNLESS OTHERWISE 5PEGIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTER5 SHALL EVALUATION REPORT. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. NYSEGGG) PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE VALUE G 1 TATI ON (PER 2020 II OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 1.6.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 8. ALL 6LA55 IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIQ4.1 CELLULOSIC 20. CONTRACTOR TO REMOVE 4 RELOCATE A5 REQUIRED ALL EXISTING WORK SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0208 STANDARD SPEGIFIGATION FOR MAX. U-VALUE = 0.32 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. FENESTRATION U-VALUE U-VALUE = MAX. AIR LEAKAGE = 0.5o GFM/SF YES HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH AIR LEAKAGOEE = 0.30 GFM/SF I 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE PER R402.4.5 4 TABLE R402.I.4 - CLIMATE ZONE 4 1.8. . STRUCTURAL STRUCTURAL PANEL USED IN SPEC IFIGATION5, UNLE55 NOTED OTHERWISE. 5 SRUURAL PANEL SIIN SRUUA SIIN CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH i 24. NOTCHES IN EITHER EDGE OF 5TUD5 SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE 22. PROVIDE FIREBLOGKINC AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRE55URE, R-4Q SPRAY FOAM INSULATION MIN. R-VALUE = 4a THE STUD LENGTH SHALL NOT EXCEED 255K OF THE ACTUAL DEPTH. BORED (PS- 1) CEILING R-VALUE YES THE GOVERNING BUILDING GORE, AND ANY ADDITIONAL ROUGH OPENING, U-FACTOR,LIGHT AREA, VENT AREA, AND EGRESS '7 THICK (R="i/INCH) PER TABLE R402.1.2 - CLIMATE ZONE 4 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE GORE EVALUATION REQUIREMENTS. UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 OF THE HOLE SHALL NOT BE CLOSER THAN 5/6" TO THE EDGE OF THE STUD. REPORTS. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. EXTERIOR (2"xb") WOOD MIN. R-VALUE = 20 (CAVITY) COPYRIGHT PROTECTION ACT OF IQ90 (AWGPA), WHICH HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL T WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE FRAME WALL R-VALUE R-21 GATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YE5 E 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. TEMPERED GLASS. GENERAL WIND PROTECTION CONNECTION NO'rES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, EXTERIOR GLAZING SHALL BE PROTECTED FROM RNE DEBRIS. 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND O GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE FLOOR R-VALUE R-30 GATT INSULATION MIN R-VALUE = la ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE G-005 4 6-004. THE FA5TENINC SCHEDULE YES � CONSTRUCTION;SST'D 10-1(a AND 2018 550 HIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLT5 AND 50REWS (INCH SERIES). MISSILE TEST OF A57M E199(b AND ASTM E1556 AS MODIFIED BY 2020 NYS BG PER TABLE R402.1.2 - CLIMATE ZONE 4 Z CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING w SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET 2 I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOLDOWN , OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LA6 SCREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ THE REQUIREMENTS OF AN APPROVED IMPACT-RE515TANT STANDARD OR FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEC.'s). A5ME B18.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). ANSI/DASMA 115. HOT WATER PIPE R-5 PIPE INSULATION MIN R-VALUE = 5 YES 0 v 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. INSULATION i - PER R403.4 � R403.5 2.2.5. TRUSS METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES 12. A5 AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL 26. COLUMN BEARING AS FOLLOWS: N SHALL MEET THE REQUIREMENTS OF ANSVTPI I NATIONAL DESIGN A THIGKNE55 OF NOT LESS THAN " AND A SPAN OF NOT MORE THAN 8' SHALL COMPLIANCE STATEMENT: BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WOOD P05TING TO BE BLOCKED SOLID TO FOUND. WALL w/END CRAI STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, BE PERMITTED AS 6LAZIN6 PROTECTION. PANELS SHALL BE PRECUT AND TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS ATTACHED TO THE FRAMING 5URROUNDIN6 THE OPENING. PANELS SHALL BE 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED WALL w/ STEEL SHIMS d A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. DIRECTLY TO THE WEATHER OR SUBJEG'r TO SALT CORROSION IN COASTAL SECURE w/ (2) I/2" � ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE: OR STRAPPING SIZE AND PER THE ANCHORAGE METHOD SELECTED ACCORDANCE WITH TABLE � R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT Q 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL POSTING 0 G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" 6ACE ARE SPECIFIED, MINIMUM ASTM A655, STRUCTURAL QUALITY, CORRO5ION-RF-515TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 5 COURSES OF SOLID BRICK MA50NRY CENTERED ® POSTING, U.O.N). 6RADE 55 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL ON THE BUILDING. TAE3LE R501 .1 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER 5TUMS HOWEVER, WHEN COLUMN OR P05TIN6 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE 60VERNIN6 BUILDING CODE AND ANY CLIMATIC 4 OEOORAPHIC DE51ON CRITERIA AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: STANDARD 5HEARWALL HARDWARE (w/NOTED VALUE5) 6 ANCHOR BOLTS, CODE EVALUATION REPORTS. ELECTRICAL: 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OFF051NO U.O.N. WITH TOP CAP5 ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM GROUND 5NOW LOAD 25EMP RAFTERS EXCEPT WHERE COLLAR TIES OF I"x6" OR 2"x4" LUMBER IS w/6" RISE a w/(2) 5/4"m BOLTS THROUGH CENTER LINE OF VERTICAL LE65 2.2.5SPECIFICATION I FOR DRIVEN FASLS SHALL COMPLY ITENERS: NAILS,S SPIKES, AND STAPLES. ENERGY CONSERVATION STANDARD TO 201-1 NATIONAL �CONSTRUCTION COPIC CODE, NFPA E AND 2020 NEW PORK STATE ALLONABLE D I LO L LO LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET 6 MIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-005. STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 130 RAFTERS. 2.2.6. PNEUMATIC, NAILS AND STAPLE5: PNEUMATIC NAILS AND STAPLES 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON POOL HOUSE ASPHALT ROOFING SHINGLES SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE COMPLETION OF WORK. RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. I. ALL SLOPED ROOFING SHINGLES SHALL BE 6AF-GLA55-A ASPHALT ROOFING AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/150 T. FLOOR TO FLOOR HOLD-DOWNS TO BE 1 ROVIDED EVERY 45" AND EVERY SHINGLES OR APPROVED EQUAL. MANUFACTURER'S CODE EVALUATION REPORTS. S. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS SEISMIC DESIGN GATECORY B - GENERALLY, VERIFY OR PROVIDE HARD WIRED IV' WITHIN 4' OF EXTERIOR CORNERS. 2. 5HINCLE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE 2.2.1. SCREWS: SGREW5 SHALL COMPLY WITH AN51/A5ME B 15.6.1 SMOKE DETECTORS w/BATTERY BACK-UP IN: INTERIOR WALLS b PARTITIONS H1150 NOTED. ALSO, CONTRACTORS OPTION TO APPLY 6AF-WEATHER-WATCH ICE WOODSGREWS (INCH SERIES). WEATHERING SEVERE 870 INLET LANE 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL A. EACH 5LEEPIN6 ROOM To THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER LINE. d 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. FLOORS 4 PLASTERED GEILIN65 1-/560 FROST LINE DEPTH GREENPORT NY 11944 OF " AND 5NV'x " WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE MECHANICAL CONNECTIONS: B. OUTSIDE OF EACH SEPARATE SLEEPING PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 5. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "51MPSON" MAY BE AREA IN THE IMMEDIATE VICINITY OF ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 'T IN CONGRETE/MASONRY CONSTRUCTION. THE BEDROOMS (GENERALLY THE HALLWAY) FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4 ON CENTER. 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS C. EVERY LEVEL OF DWELLING EXTERIOR WALL5 W/ PLASTER OR STUCCO FINISH H/560 ICE BARRIER REQUIRED YES SPECIFICATIONS. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED (BASEMENT, FIRST FLOOR, d SECOND FLOOR, ETC.) GENERAL NOTES BY SIMPSON MANUFACTURER. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 5. NAILING OF ROOFING SHALL BE TO CODE. ENERGY TABLE CODES AND REFERENCE STANDARD: 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW PORK 6. CORROSION RESISTANT II 6AOE ROOFING NAILS AND 16 GAGE STAPLES ARE INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 PERMITTED LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY I- NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON" STATE ENERGY CONSERVATION CONSTRUCTION CODE. 1. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 2:12 PITCHES TO 4:12 PITCHES 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER 57RUG7URAL DESIGN LOAD5 PAGE: CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION THE SEALANT TO UPLIFT FORGES USING ASTM D 6551. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. (AF$FA) AMERIGAN WOOD COUNCIL (ANC). GYPSUM WALL BOARD 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER USE LIME LOAD DEAD LOAD -002w00 S. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT SPECIFICATIONS OF THE PRODUCT BEING INSTALLED PH PLUMBING CODE. COMPOUND METHOD. 1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY EXTERIOR BALCONIES 40 psf 15 psf 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE ARCHITECT MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS GORE. 2. ALL GYPSUM BOARD SHALL BE I/2 ON HALLS AND GEILIN6, UNLESS OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE DECKS 40 psf 15 psf 8. ALL CONNECTORS 5PEGIFIED AS A "SIMPSON" TOP MOUNTED BEAM 5. ALL ELECTRICAL WORK SHALL CONFORM' TO 2011 NATIONAL ELECTRIC DEEMED APPLICABLE. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED DATE: 01/17/25 2 OF 7 CODE, NFPA-70 AND 2020 NEW YORK STATE ENERGY CONSERVATION BEAM HANGER ONLY ALONG WITH SPECIFICATIONS L15TED ABOVE. PA55ENCER VEHICLE GARAGES 50 psf AS PER PLAN CONSTRUCTION GORE. 3. 5/a",ONE HOUR RATED, TYPE X GYPSUM BOARD ON GEILIN6 AND WALLS (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET INSULATION IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING 1. ALL EXTERIOR HALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42") 10 psf 15 psf EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. FOIL TO BE PLACED TOWARD WARM SIDE. ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf _. w.. 51TE WORK 4. FINISH JOINTS, J-BEAD5, NAIL DIMPLES, CORNERS,AND EDGES SHALL BE 2. PROVIDE 2" R-10 RI61D FOAM INSULATION FOR EXTERIOR FOUNDATION ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 psf 15 psf I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOUR-5 HALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY "r 4 TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE 5LEEPIN6 ROOMS 50 psf 15 psf 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, FOUNDATION WATERPROOFING. RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENINGS. 5. GENERALLY, UNLE55 NOTED OTHERWI5E, INSULATE AS FOLLOWS: STAIRS 40 psf 15 psf 5. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. - �" R-50 FOR FLAT GEILIN65 STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING 6. FASTEN 6YP5UM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-005. - 8.25" R-500 FOR VAULTED AND CATHEDRAL GEILIN65 SITE. STOCKPILE ALL EXCAVATED MATERIALS. - 5.5" R-15 FOR 2"x4" WALL CONSTRUCTION GUARDRAILS AND HANDRAILS 200 psf 15 psf - 5.25" R-21 FOR 2"X6" WALL CONSTRUCTION 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE - 5.25" R-21 FOR FLOORS FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 12 psf FOR ATTIC M p 15 psf FOR LATH. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASGE 7-I6 (MINIMUM DE51ON LOADS FOR 5UILDIN65 AND OTHER STRUCTURES) f�OL_DONN DATA I L.S 7` iF I GAL_ NAIL. I NO/STRAFF I NO REOU REMENTS FOR ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER NOTE: THI5 SCHEDULE DOES NOT NIC DE NA50HMING FOR FRAMING STRAPS Q Ui�L_ I �T, SHEAR, � L.AT�RAL_ Jul I ND RCS STANG� o SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE G-003 FOR 5TRAPPING AND NAILING REQUIREMENTS, LLJ AND ROUGH OPENING FRAMING REQUIREMENTS) LL1 "ALL 5TRAPPINO TO BE V4"x 20 GAUGE** -- "SIMPSON" EQUIVALENT - C520 (COILED STRAP) ALL NAILING 15 A GENERAL 5PEGIFICATION, IT APPLIES UNLESS NOTED OTHERWISE J � FUSE IOld NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER ANC 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.I) w N HOLDONN 'A' HOLDONN 'B' DE50RIPTION FASTEE NR 5PEG. FASTENER c rn O CONNECTION A AND CUANTIT`I' SPACING � FOR FOUNDATION5T � ROOF GE I L I NO FRAM I NO o AT RAFTER TO RIDGE N N }- ".. . -~~ CONNECTION: \ I.DIM's ARE ALL MIN.l BASED ON USE OF ONLY A Ibd L ° ENDWALL COMMON NAIL w/o PREBORED HOLES. Lo Z d- ENDWALL - "~"" RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER RAFTER O °C r- (5) 2x FULL (5) 2x FULL CORNER STUD """-" �""" 2 2.WOOD IS ASSUMED TO BE D,F,K2 3 BTR. IN DRY USE CL 0 w N HEIGHT 5TU HEIGHT STUD ONNECTED TO FOR STRAP - 3 5 d COMMON R.R. 2 SERVICE x CORNER STUD TRANSFER SHEAR NAILS ® EA. END OF STRAP. CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST V ONNECTED TO 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL O O m (p TRANSFER SHEAR "SIMPSON" HM06 �Y (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL FOR ROOF SLOPES UNDER 5:12 WITH • ' ' • 'n HOLES,SET NEW MEMBER. CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-003 EACH LAP r HOEDOWN ANCHOR ® 2-Ibd COMMON • • • • • • • t O +' Ln 2-I6d COMMON ROOF SPANS OF 24 OR GREATER, .�, 4- NAILS ® 6" O.G. 4 LOCATIONS NOTED NAILS ® 6 O.G. � • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED N Q ON PLANS loll O.G. IF BLOGKE USE 4 5 d COMMON NAILS ® EA. • • • • CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) a-I6d COMMON EACH LAP C C C .. I O.G. IF BLOCKED / O L CORNER POST .,�" END OF STRAP. Q4 5.SEE SECTION b FOR ANY Ill T TO CLINCH THE NAILS(TO Q r- O CORNER POST G.J. G.TIES TIGHTLY BOND THE END OF THE NAIL TO A a0° ANGLE,SEE n 1 , THE ABOVE A55UMF-5 A RAFTER GRAPHIC BELOW) COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 0-003 PER TIE SIMPSON HDQS � �~~�'•""'~••�. HOLDOWN ANCHOR ® SPACING OF 16" O.G.; FOR 5PAGIN&S b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END " SECTION 12.4-PLACEMENT OF NAILS 3 SPIKES d TABLE LOCATIONS NOTED I� I OF 24 O.G. INCREASE NAILING BY A I" a d GR 4-I. ON PLANS a FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END d CONNECTION BI 52 AT RAFTER TO TOP PLATE TO STUD NALL FRAMINO HOLDOWN INSTALLATION OPTIONS: ."'° CONNECTION: U � FOR NEW P. GONG. FOUND.'s " " ° FOR STRAP - 3 8 d* COMMON NAILS ® EA. B2 ''" TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT n , HOLDOWN CAST IN PLACE w/"1/5"O THREADED ROD '" • • END OF STRAP. " • • W WHEN IN TOWN OF 15LIP OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA, SIDE FOR EXIST. P. GONG. OR NEWLY CURSED FOUND.'s "" • • SEE • • -[/b"V THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO "� rroTe"' GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY ---_1 BI • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. • — ADHESIVE), d FOR TEMP.'S O°F-40°F USE "SIMPSON" AT SIMP50N #H2A (OR EQUAL) RAFTER TIE (HIGH 5TRENGTH ACRYLIC ADHESIVE) ~-." " HEADER TO HEADER (FACE-NAIL) Ibd COMMON IV' O.G. ALONG EDGES FOR EXIST. /NEW G.M.U. (GONG. BLOCK) FOR TOENAILIN6 - 3 8 d COMMON NAILS FILL TOP 2 COURSES 50LIM b CAST IN PLACE HOLDOWN USE SAME •"' TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD ( , w/1/5"0 THREADED ROD CONNECTION --� ; FOR G.J. TO R.R. - q J6_d COMMON NAILS v REQUIREMENTS FOR - BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RAISED G.J.'s (WHEN AT G.J. TO G.J. CONNECTION: ENDJotsT, or BLOCKING (PAGE-NAIL) 2-I6d COMMON 12 PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE 8 OR BELOW HOLD0NN 'G' HOLDONN 'D' 2 I6 d COMMON NAILS FOR G.J. TO G.J. - q J6 d COMMON NAILS FLOOR FRAM I NO FOR NEW 4 EXIST, qoe cn FOUNDATIONS FOR NEWLY POURED GONNEGTI DN G I G2 W JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER J015T U FOUNDATION ® ONE STORY ONLY • (5) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END HEIGHT STUD CORNER STUD CONNECTED TO BLOCKING TO J015T (TOE-NAIL) 2-8d COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDQS (5) :2x FULL " ""� • HOLDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD -" "- ~ TO STUD CONNECTION: BLOCKING TO SILL or 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS 0 6" O.G. d ° TOP PLATE (TOE-NAIL) ON PLANS 10" O.G. IF BLOCKED ~� • CORNER POST G I _ FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) 3-I6d COMMON EACH JOIST NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER J015T ° FOR EA. PLATE TO STUD ABOVE 4 OR 2-Ibd G MON ,� ° I BELOW - 2 16 d COMMON NAILS BAND J015T TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST NAILS ® 0.C. ''•..^ """"""" BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT ROOF SHEATH I NO a d a STRUCTURAL PANELS: INTERIOR ZONE Sd COMMON b" EDGE / 12" FIELD "SIMPSON" ST D14 GONNEGTION DIr;)21 Soul PERIMETER EDGE ZONE s 5d COMMON b" EDGE / 6" FIELD HOLDOWN INSTALLATION OPTIONS:, BLOCKING ® EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 5d COMMON 4 O.C. FOR NEW P. GONG. FOUND.'s UP TO q" RAKE OVERHANG HOEDOWN CAST IN PLACE w/"Ya"O THREADED ROD " "" """- • "" - AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO FOR EXIST. P. GONG. OR NEWLY CURSED FOUND.'s " . • 7/8"4) THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO 11, PLATE-1 CONNECTION: D2 CONCRETE w/ "SIMPSON' SET(HIGH STRENGTH EPDXY GOR ER _ FOR STRAP - 3 8 d* COMMON NAILS ® EA. GYPSUM WALLBOARD 5d COOLERS 1" EDGE / loll FIELD ADHESIVE), 4 FOR TEMP.s O F-40 F USE 51 MPSON AT # •�--.".••--•••••"•• I BAR (H16H STRENGTH ACRYLIC ADHESIVE) ONE SPECIFIIEED ON I ;` ° ' END OF STRAP (WRAP STRAP UNDER SILL PL) I NALL 5HEA7HINO FOR EXIST. /NEW G.M.U. (GONE. BLOCK) TYP. FOUND. NOTE • FILL TOP 2 COURSES SOLID # CAST IN PLACE HOLDOWN ° FOR EA. PLATE TO STUD ABOVE $ OR BELOW - w/"1/8"(P THREADED ROD 2 16 COMMON 6" EDGE / 12" FIELD d 'I COMMON NAILS STRUCTURAL PANELS 8d ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS '1" EDGE / 10" FIELD FLOOR CONNECTION w/ # LPT4 SIMPSON (OR --•"•"" STRAP w/0) Z ti - -••.,,,,� AILS m EA.END N L- I N O/S TRA F F I N O ® N I N D O N/DOOR H E A D E R 5TANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES bd N OF EA.STRAP TO 2 EA.J015T-(FOR FLOOR SHEATH I NO (5UBFLOOR) o ALTERNATE USE SIMPSON H2.5A) U NOTATION: STRUCTURAL PANELS: A - NUMBER OF ad NAILS 0 EA. END OF 5TRAPPIN6 (2018 WFGM,TABLE 5.9,P. 1840;WHEN STRAPP N& GONNEGTI ON E "---~ 12" FIELD COMMON b" EDGE I" or LESS: 8d / REQUIRES OVER 14 NAILS,USE 51MP50N 0516 STRAPPING (OR EQUAL). -.••- """" GREATER THAN I": ad10c COMMON 6" EDGE / 12" FIELD B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.255, P. 41) ""~""" • C - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (2015 WFGM,TABLE 5.230,P. 2cl ; "'"" • ALTERNATE AS PER TABLE 5.23D,P. 2413) ""~~ • I - NAILING REQUIREMENTS ARE BASED ON WALL 5HEATHIN5 NAILED b" O.G. AT THE PANEL EDGE, w A —D D - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL 5HEATHING NAILING 15 REDUCED. a (2015 WFGM,TABLE 3.?,P. ISa) PLATES) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER _G E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER(2015 WFGM,TABLE 5.22F,P. 8) ^< e e a SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR E (5-PLY) - NUMBER OF JACK STUDS ® EA. END OF 5-PLY HEADER(2018 WFGM,TABLE 3.22F,P. 2 5) d " ad SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(5) ® EA. IDE . e a a d 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF E (DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 5.5,P. lal) ""'~ ^" a FOR STRAP - 3 5 d• COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I6D NAIL PER FOOT. �'�'~ •. END OF STRAP (WRAP STRAP UNDER SILL PL) 3 - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH D I LO L LO FASTENING SCHEDULE B " �" ° d SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE —F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS " d` " "��"` �' FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITIOW ""'"" ^.a 2 16 d COMMON NAILS POOL HOUSE A - NOTATION SIONAOE FOR 7RUS5 TYPE, PRE-ENGINEERED RDUGH A B G ° (2 PLY (3 PLY F WOOD, AND/OR TIMBER GONSTRUGTION OPENING HDW HDW THE FOLLOWING 516NA6E SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 870 INLET LANE 2'-0" 2 I I 2 I I 2 1 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE GREENPORT, NY 11944 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC, BOX OR 4'-O" 5 I 2 5 I I 3 1� I O TO t�� l`A T GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE PROVIDE (2) 2"xl0" HDR (MIN,) U.O.N. b'-O" 4 I 3 4 I I 4 S L- I NO BRAGINO/STRAFFINO AUTHORITY HAVING JURISDICTION: DRAWING TITLE: • - I I I FOR RAKES 12"OR HOLDOWN ANCHOR BOLT TOP PLATE BLOCKING 2 r � 6 2 5 5 I I 5 }-- SPLICE —} BAYS BACK ® LESS PROVIDE CONSTRUCTION TYPE DESIGNATION SHALL TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BLOCKING m 12' O.G. LENGTH 4'-0" O.G. TO Al RAKE O.H. BE "I" "II" "III", "IV", OR "V" TO INDICATE STRAPPING, & NAILING DETAILS lo'-o" 7 2 4 6 2 I 6 FOR WIND - EXPOSURES B8G - FOR WIND - EXPOSURES BSG - ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF 12'-0" 8 2 5 8 2 I 8 BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE THE NYS BG. DIMENSION (FT.) LENGTH (FT) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(5) PAGE: 8d NAILS EA.END DESIGNATION FOR STRUCTURAL 12'-0" 2'-O"/2'-b" 12'-O" 3'—O" OF EA. STRAP 00 6" DIAMETER 01 COMPONENTS THAT ARE OF TRUSS TYPE, I6-0 4-o ATTIC PRE-ENO INEERED WOOD, OR TIMBER _®O 3 ■ O O .A N G H O R B O L-T S F E G GAT I O N S 3-o /3-a I6-0 CONSTRUCTION A5 FOLLOWS: P H 20'-O" 41-0"/5'-O" 20'-0" 5'-o" - "F" FLOOR FRAMING, INCLUDING BLOCKING 2 BAYS GIRDERS +$ BEAMS 6" 12- SPECIFICATION (2018 WFGM TABLES 3.2A $ 5.25, P. I5-I-160) 24'-0" 4'-O"/5'-O" 24'-0" b'-O" BACK ® 4-O" o.C. - "R" = ROOF FRAMING CORNER CONDITION sa FOR ALL STRUCTURES: - "FR" FLOOR 4 ROOF FRAMNC DATE: 01/17/25 3 OF 7 • • %,"0 ANCHOR BOLTS ® 311" O.G. 26'-0" 5'-O"/6'-3" 28'-0" •7'-0" • 52'-0" 6'-O"/7'-6" 52'-0" 5'-0" N SECOND FLOOR 1 s 36'-O" •7'-0"/8'-1" 36'-O" NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE i. MIN. '1 EMBEDMENT INTO CONCRETE CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE „ LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40-O„ 8-O /10-O„ 40-O II-O PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 B AYS END w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK ® 4 O O.G. a ,. 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-b" 50'-O" 13'-O" CONDITION IN EXPOSURE B STROKE • TOP TWO COURSES SOLID ad NAILS EA. END � TYP.STRAP w/(5) E i 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60-O 12-O /15-O 60 -01, OF EA. STRAP 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/8; �- OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70'-O" 14'-O" 70'-O" la'-O" FIRST FLOOR r"•,,> PLAN DIAGRAM OF ZONES_ NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR s, l 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 12'• (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT). 80-O I6-O 50-O 22-O �� .I 1 �� I. � M FROM ENDS AND CORNERS (TWO ® CORNERS) a'WALL- 1.125 REFLECTIVE REFLECTIVE (SEE DIAGRAM TO LEFT) 10'WALL - 125 BLOCKING 2 BAYS II'WALL- 1.3?5 " oz. RED PANTONE WHITE 12'WALL- IS THIS COLUMN w/MULTIPLIER BACK® 4'-0 4. COORDINATE w/ HOLDOWN LOCATIONS FOR 10'-0" WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL M 15GELLAUEOU5 FRAM I NC GRAPHICS CONT I NUOU5 BUILT-UP C I RDER5, 5 OR MORE 5UPPORT5 (THAT EXCEED FRAMING 5TANI7ARD5, IT 15 REOV FOR FRAMER TO HAVE A 71 REBL_OCK I NC FOR PL_ATFOR1" ROOD FRAM 1 NC a WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [ANC] DETAIL BOOK CONNECTION PATTERN SCHEDULE (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) p AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 ASSEMBLY REQUIREMENTS: 4 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED Lld CONNECTION Ld DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES _j 0 MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-5TOPPIN6. NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (?)ROWS loci NAILS• 12"o.c. THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST Q B STUDS STUD ROWS IOd NAILS• 12"O.G. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE 5ERVE5 AS FIRESLOPPINCG. C3) •C � SUBFLOOR ____._- __. P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE p O (2)ROWS 1/2" (P BOLTS• 12"O.G.STAGGERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE TWo-PIECE PLATE SERVE AS FIRESTOPPING. w SUBFLOOR G D_BL.m ENDS w SOLE PLATE _ - BUILT UP 61RDER P MAX.52" c -D a�- 4' � D (2)ROWS I/2" �BOLTS• 16'O.C. 1 NAILING: I I _ SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE }- O SIDE WITH IOd NAILS, TWO NEAR EACH END OF JOIST SERVES AS FIRE5TOPPIN6. N E (2)ROWS 1/2" (P BOLTS• 24"O.G. Ln Z BETWEEN 116 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING 0r- F (2)ROWS s-s/b"TRUSSLOGK SCREWS O 12"o.c. a V4 OF A OF 16 INGHE5 BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. •v "CV SCREWED ON(1)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH X G (2)ROWS s-s/8"TRu55LOGK SCREWS• I6"o.G. P SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE c O 5GREWED ON(1)SIDE OF MEMBER " AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN m - JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32 O O JOISTS SERVE AS FIRESTOPPIN6. --�_-+ (2)ROW5 S-S/8"TRU55LOGK SGREW5 a 24"O.G. A H BETWEEN NAILS IN A HORIZONTAL LINE. � O ++ Ln JOIST SCREWED ON(1)SIDE OF MEMBER THREE-PIECE "f. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND N O }� I MAXIMUM OFFSET (2)ROW5 5"TRUSSLOCK SCREWS a 12"O.G. BUILT UP GIRDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d �' O O JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER I 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS MATCHED SIZE OF BLOCKING N' P NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. r SERVE AS FIRESTOPPIN6. Q UNDER NON-LOAD BEARING FIRESTOPPIN6 AND K (2)ROWS 5"TRUSSLOCK SCREWS• I6"O.G. PIECE, INCLUDING INTERMIDIATE JOINT5, AND w/ THE 4 SCREWED ON BOTH SIDE OF MEMBER PARTITIONS ® 52" O.G. BLOCKING STUD OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 3 8. THE HEADER SERVES AS FIRE-STOPPING. L (2)ROWS 5"TRUSSLOGK SCREWS• 24"O.G. BETWEEN I/6 DOUBLE PLATE SCREWED ON BOTH SIDE OF MEMBER d 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. Q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS BE ADDED BETWEEN 5TUD5 IN PARTITION ADJACENT TO GANTI LEVERS=D FLOOR GE I L I NG BRAG I NG NOTE: / SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED STRINGER TO SERVE AS FIRE5TOPPIN6. I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 6"OR SMALLER GABLE ENDWALL a CONNECTION PATTERN '15'WHEN lo•OR LARGER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH ° - 57LID 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER GIRDERS ARE TO E EGURE N HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH U P B 5 LY ANCHORED TO I SOLE PLATE GABLE END FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF ^^ SUBFLOOR 2 x4" CONTINUOUS TRU55 MASONRY PIERS, NAILED TO WOOD POSTS OR THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 n 1 I( Iy 11 LATERAL BRACE® b' o.G. . f BAND BOLTED TO STEEL COLUMNS AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE JOIST 2) 10d NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED C•J• AWAY BY AIR GURRENT5 MOVING UPWARD AND OUT THROUGH NORMAL SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON N I LINO P TTE R N S FOR S I D L_O D D B M S (i e . L_U S B M S) PLATFORM FRAME CONSTRUCTION NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES, WILL SERVE • - 10) 8d -LOCATIONS REOUIRUN6 FIRE5TOPPING- AS FIRE5TOPPIN6. NAILS fr FIRE- FIRE- WOOD FIRESTOPPING FIRESTOPPING STOPPING STOPPING FIRE- FIRE- SOLE V FASTENING RECOMMENDATIONS FOR SIDE-LOADED, sroPPING sroPPlNe MULTIPLE-PIECE MEMBERS rm JOIST N * 5d COOLER NAIL ® 10" O.G. NAILED BOLTED' BLOCKING 2"x4"BLOCK NAILED TO EA.BRACE 2 ROWS Ibd S ROWS Ibd 2 ROW515" 2 ROW515" 2 RO"5Y�" FIRESTOP VERTICAL W/(4) loci NAILS COMMON• COMMON• O eo5T=9; O BOLTS BOLTS COVERING IS APPLIED ° e 12"O.G. O 12"O.G. •12.O.G. •b"O.G. STUD GYPSUM BOARD 20 ga.STRAP TO UNDERSIDE OF TWO ROWS 12"O.G. THREE ROWS 12"O.G. 4 JOISTS DOUBLE PLATE * 5d COOLER NAILS o Io" O.G. flo) 6d NAILS BEAM SELECTION w/ STD. NAILING o o a o 0 0 o LOCATION I LOCATION 2 LOCATION 3 LOCATION JOIST SHALL BE LOCATED DIRECTLYNOTE: ENDWALL STUDS A5 NOTED IN NOTES '1 4 5 o o a " " " o s LALTERNATE OCATION NONcoMBusrIBL> DENOTES ALT.FOR USE OF DRYWALL SCREWS SOLE FIRESTOPPING OF GIRDER OVER STUDS, UNLESS TOP PLATE IS 4"• EDGE/12"a FIELD FULLY BLOCKED 1.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDGES WOOD FIRESTOPPIN6 DESIGNED TO CARRY THE LOAD SCREWS•6- 1411 TYPE W OR 5 FIRESTOPPING LOCATION 5 LOCATION 6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24'O.G.STAGGERED TWO ROWS 6"O.G. INTERIOR STUD R DETAIL \ / THHIC M THE TOP AND BOTTOM 01'THE MEMBER.IVERr BOLT T EXTEND THRouGH THE FULL KNE55 OF THE MEMBER.USE WASHERS UNDER HEAD AND O O O O O O C O O Y ERLA I D ROOF B.STAGGER EAGH ROW OF FASTENERS BY 12". O O C O O © O O 2"SPACE NOT \ ATTACHMENT @ VALLEY R,4.FOR A THREE-PIECE MEMBER THE SPECIFIED NAILING 15 FROM EACH SIDE. FIRESTOPPING TO BE FILLED \\ © NONGOMBusT EAPPROX.I INCH H TOPPING CK S.POUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO BOTH SIDE OF THE MEMBER. 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b"O.G.OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION 7 \ s STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING 7.2 ROWS OF Ibd COMMON NAILS(12"O.G)FOR DEPTHS 12"OR LESS 4 Sd NAILS LOCATION 8G W PIRESroPPIN6 LOCATION 9 a EA.END a R.R. 6.S ROWS OF Ibd COMMON NAILS 02.O.G)FOR DEPTHS OF 1411,161 t 161. LOCATION 10 FULL WIDTH 2" BLOGKINO - - O H -- - N CONSTRUCTION DETAILS N ND LOAD FATH GONNEGT ON DETAILS TOP PLATE DRILL 2"0 INTO ROOF DECK FOR STRAPPING INSTIL. NOT TO SCALE/EXIST. INTERSECTION DETAIL OR NEw R.R.BELOW NEW R.R. SET w/1 UPPER TOP PLATE LAPS 4 loci ONTINUOU5 LOWER TOE NAILS NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW a EX. KING STUDS R.R. AS SHOWN PLAN VIEW N RRI aLAR SHED' WOOD JOIS J -0 WOOD O1 ROOF, CRIPPLE STUD CENERA� U BLOCKING JOIST HANGER HEADER z L REQ I RE MENTS FOR GENERAL REQUIREMENTS FOR of W INSTALLATION OF CLINCHED N611.5 INSTALLATION OF TOE-NAILS GIRDER/HEADER -o 0 WOOD GIRDER .JACK STUDS MAIN MEMBER - O WOOD JOIST Lu I] JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYP I GAL HEADER GONNEGTI ON I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMBERS `DIAM.X 5 APPROX. 500 W/THE MAIN MEMBER # STARTED APPROX. Xs THE LENGTH OF THE NAIL FROM THE MEMBER END, D I LO L LO I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A 0100 ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN POOL HOUSE MEMBER, FOR THI5 APPLICATION, SHALL BE AT LEAST SIX TIME5 THE DAM. OF THE NAIL RAFTER 3NO,NO MORE THAN 2 TOE NAILS SHALL BETIN AVOID STALLED IN EA.I SIDE O A RAFTER OR GEILIN6 J015T WALL STUD WALL STUDHHEN FASTENED � IN EA. SIDE WHEN A FASTENED TO A 2'2"x4" TOP xb TOP PLATE.OR 5 TOE AILS BOTTOM PLATE BOTTOM PLATE 870 INLET LANE BATHTUB - SUB FLOOR DOUBLE JOIST --0 DOUBLE JOIST TOP PLATE GREENPORT, NY 1.1944 G_HIM. CHASE SECURING © STD. SIDE WALL DRAWING TITLE: WALL STUD O e FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS (S NOTE:® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER ,� BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION W/STUD5 TO ATTIC FLOOR Q BLK'6 TO R/L 5IDf=5 W/STRAPPING TO R/L 5IDE5) u O PAGE: �, TOP PLATE ® O m N W 1 ND RES STANT CONSTRUCT 1 ON CONNECTORS CHIM.CHASE WALL Q V 4* o CONNECTION LOCATION: PART NUMBER: NOTES: PH-004mOO R I DOE-TO-RAFTERS C520 ® 21" APPLY TO EACH PAIR OF RAFTERS a a RAFTER-TO-WALL H7 APPLY TO EACH RAFTER DATE: 01/17/25 401177 ROOF p z -1�o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER 1:00: REG'D BLOC•KIN6 -' PLATE-TO-WALL STUD G520 18" APPLY TO EACH WALL STUD TO ALIGN w/ STRAPPING Q 0 ® EA tu THE FIRLEVEL ST FL ® z d X 2ND. FLOOR WALL-TO-I5T. 7LOOR WALL LFTA or C520 56" t, APPLY TO EACH WALL STUD FLOORIGL6. ® O HEADER-TO-JACK STUD 0520 12" APPLY TO EACH JACK STUD f` CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 557BI6 APPLY TO EACH SIDEWALL END IST. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE n S 1 DE VIEW PLAN VIEW (USE W 1 TH 3 SQUARE WASHERS) USE THE FOLLOWING OR APPROVED 5IMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. � � I I� � �`i �� . ALL NEW WINDOWS SHALL BE ANDER5EN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. T '��' SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER * FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER Q NEW PARTIAL HEIGHT CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS Q _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. Lij WINDOW CHART W WHEN APPLICABLE) -_ -- _-_-- _-- _ EXISTING TO REMAIN EGRESS -� O NEW WOOD FRAME (L.G. NEW FOUNDATION WALL ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT V) OPENING PRO" PPER Q -�-+ Ln 5TL. WHEN APPLIGABLI= _ ) TAG TYPE MODEL # TEMP. / WIDTH HEIGHT WIDTH HEIGHT UNIT UNIT C 0) O/ w NEW I-HR FIRE RATED MIN. (2) 2 x4 STRUCTURAL WOOD FRAME (L.G. 5TL. El POST FOR 4 WALLS A TRANSOM P4040 J 4,-0 J .4'-04'-O" 4'-O" 15.0 O w WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL ��_ NEW DO W 2-HR FIRE RATED POST FOR 6" WALLS), U.O.N. - - - B UBLE HUNG LO WOOD FRAME (L.G. 5TL. •C LO Z d' WHEN APPLICABLE) DOOR SCHEDULE x U CV O DOOR MATERIAL O O .c O ++ to FLOOR PLAN NOTES TAG DESCRIPTION MANUFACTURER 0 jr 4 1 N RA TNG NOTES 4-00 c v .. WIDTH HEIGHT O W < Q e- a. m 0 DOOR NOTE: CRAWL SPACE ACCESS HATCH: Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 12 REMOVABLE FLOOR PANEL w/ 550 LBS. CAPACITY. ON PLANS BY 'JELD-WEN' (OR E:OUAL). PROVIDE DOUBLE JOI5T FRAMING AROUND OPENING. l 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT FIRST FLOOR ON PLANS BY 'THERMATRU' (OR EQUAL). - ! 3.NOTE DOES NOT INDICATE F-AC14 NEW DOOR UNDER-FLOOR AREA VENTS PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. 101 OVERHEAD TBD 1-4'-0"VENTILLATI 8'-O" • • 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR 13 I. NEW i ATI (MIN. SIZE) VENT TO PROVIDE MIN. I S.F. NET ON OPENING FOR EACH 150 S.F. OF -=F- ,_ . - UNDER-FLOOR SPACE,PER 2020 IRG R405. 102 51NGLE SWING JELD-WEN WALLS, U.O.N. 2-O b 8 • 5.INSTALL AS PER MANU SPEG,e 2• INSTALL AS PER MANU. SPECSWITHIN 3'-0" OF 6.PROVIDE (2) 2 xIO" HDR., U.O.N. BUILDING CORNERS. 7V 1. SEE PAGE 6-003 FOR ALL OTHER FRAMING 3. 5ITUATE VENTS WITHIN F.J. BAY5/BETWEEN STUDS AND ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. AVOID POINT LOADS FROM ABOVE. IF POINT LOADS n , SMOKE DETECTOR / GO DETECTOR NOTES: UNAVOIDABLE, PROVIDE DEL. RIM J015T ABOVE. �✓ O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 4. PROVIDE FOUNDATION VENT WELL 4 COVER AT ALL SMOKE /CARBON MONOXIDE COMBINATION DETECTOR VENTS BELOW GRADE; INSTALL PER MANU. SPEC 5. <( HARD WIRED TO EACH OTHER w/BATTERY BACKUP. FREEZE PROOF HOSE BIB: tt01 m _ O 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES 14 FASTENED w/MA50NRY ANCHORS (PRECISE -It- SHALL NOT BE REOUIRED WHERE EXISTING ALARMS Q (U'jx��[LINF-ARE NOT INTERCONNECTED, AS PER NY5 R514.4. <( LOCATION T.E.D. IN FIELD - CONSULT w/OWNER) OF 3-O" OVERHANG 3.PROVIDE SMOKE/GO DETECTORS A5 INDICATED, AND SEPTIC SYSTEM HOUSE CONNECTION: PER GENERAL ELECTRICAL N017ES ON PAGE 6-002. IS I. LOCATION OF SEPTIC SYSTEM HOUSE CONNECTION Fv 4.SMOKE /GO DETECTORS TO MAINTAIN V MIN. 2. SEE SGDHS PLANS UNDER REFERENCE NO. R-24-IIgO. „ HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS 3. PROVIDE CAST IRON SANITARY PIPE EXTENDING 2'-0" 21 O 3„ 4 q � 3' 6" 14'-0" 3'-6" 4 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. MINIMUM FROM BUILDING FOUNDATION WALL. I6 16 2 2'-4" 1 WINDOWS CENTERED A A A AO - 5.INSTALL ALL AS PER MANU. 5PEC.'5 m b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR - - - - - - - - - - - - - - - m ABOVE DOOR IN COMPLIANCE WITH LOCAL CODE ©O HOEDOWN (FOUNDATION TO 1ST FLOOR): a - TT - - - - - - - - - - - - - - - - - - - - - WINDOW NOTE: 16 HOLDOWN V' A5 PER PAGE PH-003 - - - - - - - - - - - - - - - - - ® - (� 11I�xITS'T " �7CC•6�f? V J O3 I. ALL NEW WINDOW5 4 DOORS SHALL BE -_-_ CASEMENT, TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: - 101 2 NEW 6 W DOUBLE-HUNG, OR GLIDING (AS NOTED). INSTALL AS PER IT (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD GRAWLSPAGE IT \ / OUT MANU. SPEC.'S. 4 SILL SEAL PROPOSED 28a S.F. m \ 5M/00 / SHOWER 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROP05ED; yyA7gR � :t ICATHEI;�RAL-)SEE DESIGNATIONS 4 WINDOW SCHEDULE. • ANCHOR BOLTS AS PER PACE 6-003 SERVICE „ 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS P. GONG. FOUND. WALL AS PER DETAIL UPON _ �. 4 P. GONG. 18 I - \ CEILING AND DOORS" ON PAGE 6-002. • P. GONG. FOOTING AS PER DETAIL � O SLAB 4.ALL CASEMENT WINDOWS TO HAVE 5TRAI6HT ARM HINGE. : ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR N�9 1 Iq -�' c 5.ALL DOUBLE HUNG WINDOWS TO BE TILT WASH B.O. FOOTING 3 0' BELOW GRADE MIN. ® \ POOL HOUSE / /r 6.IN GENERAL, TEMP. &L. SHALL BE PROVIDED: • 1/2 EXPANSION JOINT ® PERIMETER OF SLAB (WHEN I z N �7 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF APPLICABLE) PH-30 O ^UNHEATED✓ SWINGING, SLIDING, 4 BIFOLD DOORS • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / 5 f \ 25a 5•F. 6.2. WITHIN IS" OF F.F. STOOPS (WHEN APPLICABLE) O ( 21 - H-3o 14 OVERHEAD DOOR 6.5. WITHIN 24 OF A DOOR MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET - j _ _ _ _ _ _ _ _ _ - - - 6.4. WITHIN STAIRWAYS 4 WITHIN 36" OF A LANDING FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) :p (2) I."15"x113.75" LVL DRP. BM. L \� m x m • � m 6.5. WITHIN TUB/SHOWER ENCLOSURES - - 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 3 -7. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND 16"x8" DEEP P. GONG. CONTINUOUS FOOTING UNDER-FLOOR 5 WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM 18 I I 0- F (2) 2"xl0" HEADER U.O.N. AS PER DETAIL I/PH-501 (TYPJ VENTILATION u- ' ' 4 z PROPOSED _ V 5 U 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER ELECTRICAL O O n FLOOR x, �► 7 7 O NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEI6HTS FOUND $ POSTS FOR OUTSHOWER: SERVICE AREA 28q S.F. cV `fl U _ O O 0 LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN 72" 1q 4"x4" WD. P.T. POST 4 &m P. GONG. PIER X ® 12 m 0 O Q 8 0 !L ABOVE GRADE OR THE ADJACENT SURFACE AT THE AS PER DETAIL 4/PH-301. IS 95 REQ. S.F. PROV. u� Q v BATHRM. tul BUILDING EXTERIOR. I ( 30 5•P• TYP. 5TL. COL.: VENT I.C1 5.F. 2.0 5.F. L EGRESS NOTE: SEE NOTED DETAIL AS PER PLAN L 13 REQ D - ® 6 102 IN COMPLIANCE WITH NEW YORK STATE BUILDING - - - - - - - - - - - - J _ _ _ _ _ _ _ _ _ _ PAD FOOTING - -, - J GORE, SECTION BE FO.1;THE FOLLOWING MEANS OF 21 IS"xIa"xl2" DEEP P. GONG. PAD FOOTING AS PER d ° zl� L- - - - _ - - _ _ _ _ -- EGRESS SHALL BE FOLLOWED: DETAIL 2-PH/301 -- NET CLEAR OPENINe........... 5.'i S.F. 4'H POOL EQUIPMENT NET CLEAR HEIGHT............... 24 MINIMUM I6 I6 5-O 14-5' ENCLOSURE 4 GATE J NET CLEAR WIDTH................. 20 MINIMUM 13 12 14 TYPICAL BATHROOM GTE: O I. WALL BOARD I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN ALL BATHROOMS m i 13CL: 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND � Q TUB SURROUNDS 2. SHOWER FLOORS 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 2.2. CONCRETE MUD-SET (SLOPE 115" PER FOOT F- Z TOWARDS DRAIN) UPON I PLAN J� PLAN }�( w 2.3. WATER PROOF RAIN AN'= TO COVER SH ALL FROPOSEI7 FOUNI7ATI OI `� PLA `� FROFOSE� POOL HOUSE Pj�AN FROPOSE� ROOF PLAN � FLOOR, WRAP DRAIN 4 AT-LEAST IS" UP WALLS 0 O U NEW EXHAUST FAN SHALL BE IN5T.ALLED WHERE SCALE: 1/4" = 1'-0° O 5 �. �I T �L SPG �� S.F. 0 i�OSS � SCALE: 1/4" = 1'-0" 50ALE: 1/4" = 1'-0" . O VENTILATION 15 NOT MET BY MEA145 OF NATURAL i CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR SPACES AS PER NYS MECH. CODE SECTION 405.5.2.5; INSTALL A5 PER MANU. SPECS w NEW PLUMBING FIXTURES: O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. 0 5 10 20 0 SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. GRAPHIC SCALE NEW FLOOR: PROJECT: O I. NEW J" PLYWOOD 5U5FLOOR BENEATH (GLUE 4 SCREW); SCREW PERIMETER OF 5HEA7HINC 6" O.G. 4 12" O.G. a INTERIOR. D I LO L LO 2.NEW FINISHED FLOOR PER H.O. SELECTION NEW TILE FLOOR: POOL HOUSE O I. NEW TILE FINISH (H.O. TO SELECT) UPON 2.ONE LAYER THINSET (LEVELED 'PROPERLY) UPON 3.NEW " DUROCK GEMENTBOARD (OR EQUAL) UPON 4.NEW 5q" PLYWOOD SUBFLOOR BENEATH (CLUE 4 SCREW); SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. INTERIOR. 870 INLET LANE 4" FRESH AIR VENT ONEW GUTTER Ji L THROUGH ROOF GREENPORT, NY 11944 q SEE SPECIFICATIONS AT ELEVATION NOTES I NOTE: ALL PLUMBING WORK GUTTER HIGH POINT (TYP.) PROVIDE "ABESCO FP200 FR SHALL CONFORM TO DRAWING TITLE: to - _- EXPANDING FOAM" (OR EQUAL) LOCAL PLUMEIN6 GODS HALF BATH KITCHEN 3 NOTE: AT ALL PENETRATIONS IN FIRE ALL PLUMBING KORK RATED WALLS AND HALF BATH POOL HOUSE PROPOSED POOL HOUSE PLANS 2��----- SHALL CONFORM TO FLOORS/CEILINGS. PRODUCT EGEND PLUMBING RISER DIAGRAMS II NEW 4"x3" ALUM. DOWNSPOUT (TYP.) LOCAL PLUMBING GORE CONFORMS TO A5TM E 614, HOT WATER 0 1 I ASTM E 84, AND UL 14'Iq O 2"1 1 12" O 1---------I SUPPLY ILI 2 1 1 GLEAN DUT � I I HOT WATER PIPING INSULATION: I I 3" AS REOV I I GOLD WATER MECHANICAL 5Y5TEM PIPING AND HOT WATER PIPING SHALL BE I 4 [� F-"-' -"� S I I 0 1 ,V SUPPLY INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE � I I FOLLOWING CONDITIONS PER 2020 NY5 ECG R403.4 4 R403.5: WI� PROVIDE F.A.I. *I ix WG• KI IU PAGE: ELECT. PROVIDE ABESGO FF200 FIR I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING 14, 1 •Q m iVl IQ WATER EXPANDING FOAM" (OR EOUAL) FLUIDS >105•F OR <55•F (R403.4) 1 DW �I I HEATER AT ALL PENETRATIONS IN FIRE ® �■ 2. PIPING J" AND LARGER IN NOMINAL_ DIAMETER 3:: L ___ ______ RATED WALLS AND 0 0 3. PIPING 5ERVING MORE THAN (I) DWELLING UNIT G.O. G.O. t..-••- J. -•- -. -.-.l_. -_ _..-i._..-.._.._..-..� FLOOR5/CEILING5. PRODUCT - - CONFORMS TO ASTM E L 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE j A5TM E 54, AND UL 14'711 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD Lu v G.O. 411 Lu U 6. PIPING LOCATED UNDER A FLOOR SLAB 1. BURIED PIPING 4 Q 8. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS IN HOUSE DATE: 01 17 25 N j SO�DEWELL I NG/ / 5 0 F 7 OTHER THAN DEMAND RECIRCULATION SYSTEMS. MAIN DRAIN G.O. � WATER MAIN v 4" TO SEPTIC SYSTEM FLUMi31 NO R 15ER - DRAIN / NASTE / VENT FLUME3 I NC RISER - SUFFLY 5GALE: NT5 SCALE: NTS f ELEVATION5 NOTE5 Q M Oi HATCHED AREAS INDICATE NEW WORK (TYP) LJ J p OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION 5TANDARD5 Q + Lo N 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTIOU C BEFORE INSTALLATION 0(^ W ® ARCHITECTURAL 30 YR. ASPHALT SHINGLES; _ w COLOR TO MATCH MAIN DWELLING —_ i _ +, 0 N ): TYPICAL SIDING. - 2 2 p C LC) Z d O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM _ _ CONSTRUCTION STANDARDS — - 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELEOTION •v N BEFORE INSTALLATION _. .__ __.--=--_-r-r•- --------.----_--- _ . -- ---------_----�� A � � U I - — ONEW SEAMLESS GUTTERS 6 DOWNSPOUTS; WHITE TO s 4 __ r - ...�V,_ r _-- --. - — _ _ - _.•__ .. __ O , 4-1 to MATCH MAIN DWELLING W N 0 "~ NEW UNDER-FLOOR AREA VENTS; SEE - - Q CIL, :2 0 O5 FOUNDATION PLAN FOR SIZING REQUIREMENTS PROVIDE WINDOW WELL IF REG. PER GRADE CONDITIONS 3 J - - U 0 m 4-j I r + NEST ELEVATION (FRONT) � 0) — 50ALE: 1/4" = 1'-0" Qn�l o� 3 - Z 0 w O -- U NORTH ELEVATION (LEFT SCE)E) SOUTH ELEVATION (R I O HT SIDE) a SCALE: 1/4" = I'-O" 50ALE: 1/4" = I'-O" PROJECT: DILOLLO POOL HOUSE 870 INLET LANE GREENPORT, NY 11944 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS 701 O 7EK11 El -- PAGE: OUT SHOWER PH-20J. 00 i 101 3 DATE: 01/17/25 6 OF 7 i- ...� F Jf F _ue r EAST ELEVATION (REAR) µ .. SCALE: 1/4" = I'-O" CL BUILDING SECTION NOTES Q PROVIDE 5" (MIN) GONG. COVER Q OF ALL REBAR WITHIN P. GONG. O I TYPICAL ROOF $ CEILING CONSTRUCTION: FOUND. WALLS 8 P. GONG. FTG'S. PROVIDE STRAPPING $ NAILING ' W • PROVIDE "I" THK. SPRAY FOAM INSULATION (R-49 ® PROPOSED RIDGE HEIGHT AS PER CONNECTION 'D' IN FLOOR SYSTEM AS J Q R-'7/INGH) ------------------------------------------ TYPICAL NAILING/STRAPPING ELEV. +I6.5' PROVIDE INSULATION REOUIREMENT5 FOR UPLIFT, NOTED ON PLAN • PROVIDE 2" THK. SPRAY FOAM IN'5ULATION ® EAVES 2 BETWEEN CAVITIES SHEAR, 4 LATERAL RESISTANCE" � GO-ORDINATE BIRDSMOUTH NEW STL. GAP PL. 'A', 'B', ;� N PER ENERGY TABLE ON PAGE 6-005 ® EA. STUD. FLOOR WOOD BEAM Q TO ENSURE R.R. NOTCHED 12 (WHEN APPLICABLE) OR 'G' (PER BEAM GONFIG) '- � RAFTER DEPTH (T1'P)LESS THAN 25% OF1 3 R p R p�pN WELDED TO COL."PL. DETAILS A5 NOTED'ON PLAN' � j � O R r NEW (2) 2 xb P.T. 51LL PLATES FLOOR SYSTEM AS UPON SILL SEAL UPON COPPER NEW 5-1/2 OR 5-1/2 (AS NEW EXTERIOR WALL CONSTRUG'I'ION (TYPJ: 5 NOTED ON PLAN NOTED ON PLAN) O.D. p �+-So TERMITE SHIELD NEW BASE PLATE A 5GH 40 HOT DIP 6ALV. O • WELDED TO COL.;SEE STL. COL. (ASTM A125) TYVEK HOUSE WRAP (VENTED) (OR EQUAL) UPON BASE PL. DETAILS FOR CV • 1/2" CDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD \ BOLTING A5 PER FOUND. PLAN BY L- In Z SEAMS) UPON POOL HOUSE 1 IJ NEW 5/8"(P HOOKED ANCHOR 51M5 STEEL (OR EQUAL) Q •C • 2"xb" STUDS ® I6" O.G. w/DBL. TOP PLATE NEW R.R. TO G.J. M BOLTS ® 5q" O.G. W/5" SQUARE Q (V • MIN. R-21 BATT INSULATION O WASHER t ENDNUT PROVIDE GOLD JOINT x AT GONG. SEAMS (TYP) CONNECTION BI AS i III NEW 4" THK. P. � � U I • 5/8" GYPSUM BD. WALL FINISH O PER PAGE PH-005 O NEW SIDING NOTE (TYP): _ 5_p ASPHALT DAMP GONG. SLAB O O m -W , #4 HOOKED VERT. - n p�\ PROOFING TO EXTERIOR °II° e C) Lo OS I. INSTALL NEW AS PER ELEVATIONS 2."TYVEK" HOUSE WRAP (OR EQUAL) REBAR® 48" O.G. I1(, • GRADE ° ' C� LL S m C C) c; Q .. 5.INSTALL ALL AS PER MANU. SPEC.'S X o o —-- o 0 3 #4 HOR. CONT. REBAR 0 TOP d 11 I ° ° Q m 0 4.PROVIDE ALL NECESSARY TRIM FOR PROPER O (j INSTALLATION CONNECTION 'DI' AS 0 BOTTOM OF WALL (2 TOTAL) I - -- 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL PER PAGE PH-003 dJ- _ __-_ - I —• - - - - ' z 4 I --- 4" GRAVEL BASE NEW (2) #5 HOR. o � � --- ---- ---- P. GONG. FOUND. WALL 11 REBAR UPON (2) TYPICAL FLOOR CONSTRUCTION:, NEW STUD To SILL o 0 0 0 15" - O PLATE (MIN. 4p00 P51) it - I HOR. REBAR (4 TOTAL) 4 I. FINISH FLOORING TO SELECT oo �� 0: P. GONG. CONT. FTC. �� 2. 5/4" T46 CDX PLYI^1D. SUBFLOOR GLUED d SCREWED < II 4 Z NEW 18 x15'xI2 DEEP PROPOSED FIRST FLOOR FINISH (MIN. 4,000 PSI) - �- P. GONG. PAD FT6. \ 5. F.J. A5 NOTED ON PLANS - AT SPANS OVER 8' INSTALL _—_—_— —_ PATIO I, • - - ' ---� 1 O (MIN. 4,000 PSI) COMPACTED FILL X BRACE ® MIDSPAN ELEV. +1.4 % (5) #5 HOR. CONT. REBAR 11 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST F.F. FLOOR AND FOUNDATION) 1 F.J. PER PLAN' 4" P. GONG. SLAB ° 11'a 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOIST5 BASELINE AVERAGE GRADE 1 - U ELEV. +0.0' ) - - ° a — 2 STEEL COLUMN FOOTI NO DETA I L nl GRAWLSPACE `� ).� ` `. )` _ I .. W w ' �_ PH-301.0 rn m n b MIC LY 4. SCALE:SCALE: 5/4" = I'-Oil +J tp ELEAWL 52 3 GE t7__ --MOISTURE RETARDER - d ^ -- — - PROVIDE BEAM SPLICE • — 4" GRAVEL BASE; - 5" — 1 1 --- CENTERED ABOVE COL. 1PROV. GLEAN 4 WHEN NOTED ON PLANS i OM PACT FILL = 811 (4) 5/&" H.D.G. LAG SECTION I —I/I-p H-5O 1 -1—�-1-- 1 1 1 I I I �- BOLTS (PREDRILLED) ❑ SCALE: 1/4" = 1'-0" — FOUNDAT I ON MALL DETAIL -I— PH-501.0 SCALE: 5/4" = I'-a" 5/8" THK. STL. PL. II �411 5/8" THK. H.D. 8" THICK REINFORCED CONCRETE 114 CALV. PL. O 5 A5 GASP PLATE 'A' Q ORASS SHOULDER AREA (Tl'P.) 24 I' D I AMETER CAST IRON FOR CONNECTION OF STL. COL. TO (2) 1-5/4" WIDE ALUMINUM FLASHING OR DEFINED SURF GE COVER INLET ORATE $ FRAME LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER OR 5.5" WIDE PSL JAMES HARDIE I"x4" 4"x4" P.T. POST 2"X6" LEDGER CEMENT TRIM (COLOR TYP. ROOF/ROOFING 1 TO BE SELECTED) CONSTRUCTION (SEE SECTION NOTES) R "SIMPSON" ABA44 STONE PAVERS ® (2) 2"XS" HEADER Z„X�a 2°xb° LEDGER PROVIDE BEAM SPLICE 8 _ CENTERED ABOVE COL. (4) 5/8" H.D.G. LAC ® COLUMNBASE WHEN NOTED ON PLANS BOLTS (PREDRILLED) SHOWER FLOOR X,k 2"X4" G.J. -- - 1"X8" FASCIA BOARD - -- — — — — — — — — — FINISHED GRADE ° ,II a SIMP50N' JOIST HANGER SIMPSON' JOIST HANGER 1 = STRAPPING —_ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ — ( -- _ 10"� "SONOTUBE" FILLED � qj• �" BEADBOARD GEILIN6 � — — — — - --f- \ — — — — — SOLID w/P. GONG. (MIN. 4,000 P51) z " X 6 " LAC, BOLTS ~ Z — ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ lJn I 1 (COUNTERSINK) — — — — — — a _ (2) BLOCKING TO CATCH -- ❑ ❑ ❑' ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ (Lill —4"x4" CEDAR STAINED LAG BOLTSIV CORBEL (SCREW —CORBEL TOGETHER) ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I - I I I (COUNTER SINK, WOOD 5/8" THK. Z 5/8" THK. H.D. • ° FILL, SAND AND STAIN) I ^� STL. PL. I�4 /4 4" X (o LAC, BOLTS CALV. PL. I - (COUNTER SINK) -- GAP PLATE S' 4 OUTDOOR !o5HONER DETAIL Oil ERHANC DETAIL 0 z I FOR CONNECTION OF STL. COL. TO (5) 1-5/4" WIDE W PH-301.0 SCALE: 5/4" I'-O" SCALE: 3/4"PH-301.0 I'-O" (V PRECA57 GONG. LVL LUMBER OR (5) 2" WIDE OR (4) 2" WIDE = = DIMENSIONAL LUMBER OR 5.25" WIDE PSL GROUND LEACH I NO R I NO. SEE 0 U WATER CALCULATIONS ON L=517�F_ PLAN FOR REGQ'DGTI�IE DEPTH PROVIDE BEAM SPLICE 81' 2'—O II I>I AMETER AS 2'-0 I' CENTERED ABOVE COL. (4) 5/8" H.P.O. LAC w M IN. PER 51 TE PLAN M I N. WHEN NOTED ON PLANS BOLTS (PREDRILLED) o CLEAN SAND l$ GRAVEL FILL — — �, ` I I PROJECT: _ I EXTERIOR N00D STAIR DETAIL - - - - - - - DILOLLO PH-301.0 SCALE: 5/4" = I'-O" - - - - - - - - - POOL HOUSE 5/8" THK. STL. FL. 1�l� II �� 'I 5/8" THK. H.D. CALV. FL. 870 INLET LANE GAP PLATE 'G' GREENPORT, NY 11944 FOR CONNECTION OF STL. COL. TO (5) 1-5/4" WIDE LVL LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE DIMENSIONAL DRAWING TITLE: LUMBER OR 5.25" WIDE PSL, AS WELL AS (2) 1-5/4" WIDE BUILDING SECTION LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER DESIGN DETAILS 0 o o I � / 8 I PAGE: =N 'o, E I I 112 II PH-30100 Y4II O O 5-1/2" O.D. SCH. 40 HOT DATE: 01/17/25 7 OF 7 DIP CALV. STL. COL. (ASTM A125) AS PER i PLAN WELDED TO PL. ° �� &"x8"x5/8" THK. STL. BASE FL. I o I 0 (4) I/2 HOOKED ANCHOR .17 BOLTS EMBEDDED INTO •�,,;� FOOTING MIN. 4" w/ OVERSIZED WASHER s /., END NUT SETUP d I. CREATE WINDOW OPENING 2. APPLY WATER-RESISTIVE BARRIER; 5. APPLY SILL FLASHING AND 4. INSTALL WINDOW AND APPLY 5. APPLY HEAD FLA5HIN6 (b. FOLD WATER-RESI5TIVE BARRIER OUT MODIFIED AND WRAP AROUND SILL WINDOW SEALANT JAMB FLASHING DOWN AND TAPE OVER GUTS , AND SIDES OF WINDOW OPENING BASE PLATE 'A' —� NATER—R.E515T I VE BARRIER N I NDON PLASM I NO (EXTERIOR DOORS FROM V41 ND0N MANUFACTURER) STEEL COLUMN CAP BASE PLATE DETAILS PH-30I.O SCALE: NTS PH-501.0 SCALE: 5" = I'—O"