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HomeMy WebLinkAbout52382-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 52382 Date: 10/22/2025 Permission is hereby granted to: Harry loannou 102 Boulder Rd Manhasset, NY 11030 To: Construct a pool house/cabana with outdoor shower accessory to a single-family dwelling as applied for per SCHD approval. Premises Located at: 635 Stanley Rd, Mattituck, NY 11952 SCTM# 106.-8-14 Pursuant to application dated 09/11/2025 and approved by the Building Inspector. To expire on 10/22/2027. Contractors: Required Inspections: Fees: ACCESSORY $295.00 CO-ACCESSORY BUILDING $100.00 Total $39S.00 Building Inspector 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 liespi—,f1,YvNNw. otrtholclt(,)w riy Date Received APPLICATION FOR BUILDING PERMIT E C E d V E For Office Use Only PERMIT NO. g ectvr:Building Ins S E P 1 1 2Q25 .., . �4 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an "illl f t {4. Owners Authorization form(Page 2)shall be completed. ® Date: �� "'„ ,, OWNERS)OF PROPERTY: r, Name: +� ;, L'� SCTM # 1000- � 0 ' Project Address: Phone#: 5 1-0 Email: H T-J A INtNO LA 2—C 6-01A Mailing Address: I �- 1���-I�i , ,, kyVX w fl"C . ivy f U 3 D CONTACT PERSON: Name: �w l J Mailing Address: I i) O Phone#• cl ! 5 Email: I-1�r0kjV,IVLiq 2--C6-yr-.f 1j- (.,,IV) DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: �j/ sc=N 1)L- � (70�Z Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION (2�2w--Structure Addition, aeration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ❑No Will excess fill be removed from premises? ❑Yes ONO 1 PROPERTY INFORMATION Existing use of property:. Intended use of property: 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. ❑ Check BOX After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION 15 HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitte*(priname): " ❑Authorized Agent ❑Owner Signature of Applica Date: CONNIE D:BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 Qualified in Suffolk County SS: Commission Expires April 14, 2 COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this �I day of �' 20� 6A,6 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 `�, Tu ipactod VDOrr No. 10 Stone nic Or Sand To Support FOW .0960 pool ProP.4n"o7nT0ofg FMloawy ft Used, In w" L .. Donne Ir l.lel� Md Bond C.LFa. W, ctnter5.1 V;550C upa r 5w 3 CAM E Fnd. " - TO I SCALE) Required. Abandonment of the existing sanitary system must PUN :)n For conformance with the Department's requirements.wab gage Disposal System Submit completed form V M-080 as proof 18" Access Prop. DWAbuflon Box Covers 24" Access 7.25 Cover Pool Grade 56.0 Grade 56.0 Z' 15 rrvv. PR }J .O r DATE s3 v. 53.5 5 S DRAWN B CHECKED o eff. DOPM-130 SC&E: AREk- Amffw- am (NOT TO SCALE) �..,. FUJICLEAN I/A OWTS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICE PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE ILYRESIDENCEAND E A CABANA DATE 3/12/2025 H .S. REF No R-25-0330 API='RO'�EE TOTAL XIMUo� 6/0 �uEXPIRES �Ti-�REEEAI� Rooms RCS DA TE OFAPPROVAL STAN LEY ROAD 41a E. Noy P n mgmn swAm'R¢c cA re",oum,EOL NIA• uA,bL; s.raa.« 10$.00 PNW /S 87 11 00 . N m A ,�.., M 9 1k.E $'DP n+Y P _..":,.._ :Be R mm Pnwv Dom¢ r 7 f 11 T r FPS" Grnu .- f"N,".4'..0 .....6 R pR(yF npo•etl T h A k yr$k'Mtm 4 q„ ¢,e'Wbtlhm s3'EP(.DePtb ry / Y11111," .V,,,r� Graff ` NP p, 6 f .f n'roi E-U 4 O 8 Ba IW;wa and W IP, w wlrvvn ,P. A+r,T. ...... a ._ J I �45-00' rS w,v Wr'_r.!," �rIVIVm. T'7 MI«. :..._,,,,,,,�... Pavemtn: .P�N„ r �, lE.r .�.. a [) @fir,,. 1 m I mr ,r',- —. Ex�yplrvg BYW:k Ww9k&WgeW FN�mv'h� x �.�." AE _�,_ � _. � V" y J.fl. W '""^,w ' 1 BORII4G ✓ b a Tt,Bn tl¢ .q .,m,m,,. MN'I.n, P'rnpavel P V gli ✓a `w 'p 4f l 'y g ,r. IS eN O'tl rvl,Kc "` D I tl ,l R i.aPGIMdWM+ { s'^I"t r Kd /pp C) - L STONE SIZE USE 2'SCONE,OR�I-AWCO a1�4RECY � pli �l ........» bmrm nt Ca RECWNpFD OR RECYCLED CONCRETE EQUIVAI.£.NT. " CY) a, r�perctl a"I� a�f .�ti -. (¢I ra(3Eb5••BCl C:bwrealliry. /'emu Ell CIIPPIS wrrcunlyG @ry»-ally LENGTH NOT l THAN 50 KETT E%CEpT ON A SINGLE RESIDENCE LOT"ERE k ,y ATLAS LOCATION 3 THICKNESS NOT LESS THAN SID(6 INCHES. Wvter ;rv/. .,a (+4@fY{,yV Cl(T I'Y d' 30 FOOT MINIMUM LENGTH WOULD Tr Tax L.I. V4 N AP 4 WIDTH-TWELVE(12)FOOT MINIMUM,OUS N 4 LESS THAN THE.FULL WIDTH AT POINTS it rJ � WHERE IN OR EGRESS OCCURS.TW'EYWIY-tl�W:4UR(24)FIOO!1 IF SINGLE. � C Fill F1..dad 7 I „'?A 5 FILTER CLOTH-WILL BE PLACED OVER DIE ENTIRE.AREA PRIOR TO PLACING. B-PATTLAN,:APo+-r+�klt 6, SUROlCE WATER L AtJ..SURFACE WATER FLOWING OR IF ERTEDPIPING TO S IMP CONSTRUCTION CRON ENTRANCES SHALL IT PINED LORES5 THE ENTRANCE'PERMIT IF PIPING 15 IMPRACTICAL.A MOUNTABLE BERM WRi1 5:5 SLOPES WILL BE PERMITTED, I.,. �y�'�� a 7 MAINTENANCE-THE ENTRANCE SHOANT L RE NAINTANNED IN A COLORIST WHICH WILL P p etl r g'r,IVa4,*R W ad Qtck PREVE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHpirs-OF-WAY, A .�,� Pam!P Tv B¢Nembme:lt. /pP B. WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE. lln.GRyvetlWArxar pk'�N,n rt. D� ,E A AND WHICH SHAPE INTO AN EDED M p SEDIMENT TRAPPING DEVICE PI'6rpd^d 6+A Tell L.L wda C ps ..,..,.... a+ a Maw 5 9 PERIODIC INSPECTION AND NEEDED MNNTEWANCE SNN.A @E PROVIDED AFTER EACH tkAN i. �- - Dneil g Art® 2,994 5 I. fLI P bl fir-^ vR 29�945 f a(rz �P995 rICIh�Yfi s,C,All; ro Yp (Y'yr 4.( on q� N `4 "'""*w,,, b W6mr iv P N'rnaPoug,.n 1VD92.9 P�: t®2.2 cu,(. C 'S tllN�7K. wey" `"`^•� dPV B u�:.. as ra "n. m C r alG u t D�R 499 i [ 885 I ft•oP 02 wNT Fa;nc:c ( u. ! mmatl Weuwnl Sm T:.n t 822 I !68.5 f.fK H 9 ✓ hr z.,z n Bd .., r�,uma F<az,r �' O T,4 w oot T P IRA Ar 2,477.8 P, y25 1Wdlx 4139 R¢r Pt tiG PI ca a ^I!. ry VEI Ipfi" O �'"I .\.,`P N. R IyrwJWrPga Rrae® ! cuP, P Qm%m, u 6.O PC d. I M r + CaSo A 34O5 at N O Wort 24P.D •t a r nr ! O 4 ( :. ,;a ...._,�....�� �. .,_ .�T�� Z � r�, .,,may y Y �"P'ray7'Ia d-' h- V WP1.5 P I Y¢ g , " ; fin, rk T9M 0 ¢ 2l12%0.3 4 :N 23-J, � 0, P.r t115"Vvlr,rn¢annW D've,r F'rnpxs.W Pool T,Iryylry�Ta p b �0�- ¢J���mrALLEI'Taa �. (&u O d CdWp J p 3 T.B r !rvs oro a ¢ 4� ..ERSEFS--TLYYFW ,.•f r'w"7�".". ».._ C;B r b„1 Y A a w a yy YD re a ..'....1 P °P ..........'.e° P n 5. rw� wr A 21 9 P,,aP YD I'k U gs (n P,pU'1�. R 5 T lvl L P NJ ,. Div,.Fe�wLm./... M, Fen.u:RP,ro',Y AIM�"x.'�m^.T,4°d'�'^ 6!^'de' SBY'� .�.•*TP ',$. ":.rm�r«wne..u� � P tl DrYa'¢IIs FlPtme'fiabrq rr^"turMlmY—'dd GA.,d .._ ,"...,.. ...�_ ,.,......, ....M.w«r• ) u..,,r N ..lF wry 4 PYA DrvP164 5 .. ( 1W"'Mlim w 3 M ,B kR Emn a ruumr cram A N $$47"��"" W 105.04" W d„ (:aL IPB etMp'M U tl And Aruurvtl -, 6 M IN', n 01 b`Irv.G—rd Pam(a3 M,n.to 5§SAae) "^"-•.PcneacmrrNN➢rvE1N 4 INA LPI Rnatrvb'um 5La SCTIGIv VIEW d205 "'.."""lunderrvlrAA sa A rrm 1'.roolTa �) TO AS L R m c t.. SILT FIREETIES Ol FABRIC TO BE FASTENED SECURELY'YO FENCE POSTS Wrshcr yy.}q�/y Its{p.y WHE WIRE TIES DR STAPLESFFILTER DaywELL 1 2, BE OVERLAPPED IBYS6-AND L FOLDED CLOTH AOIOIN EACH O'fHEN'THEY SHALL SrnI.J) 3. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN"BULGES-DEVELOP Ill SILT FENCE. TEST BORING - January 22, 2a25 4, POSTS TO BE STEEL'TYPE--OR"U®OR HARDWOOD. Performed By Slacke Test Boring, Inc. 5. FILTER CLOTH ITS BE RLTER R,MIRAFI 10i S'TABAL.INKA TT140N OR ZONING REQUIRES EXISTING. PROPOSED td rl,12'Wide t... a.(8N ...... C. .."""., ........ ,... APPROVED EQUAL P IS,I .... ..IOPGOi Stan Of Sa'. ........T 6 EQUAL PREFABRICATED tlNfr 7O 8E GEOFAB,EWVIROFENCE.OR APPROVED Lntt AoP.... 40,000 SF 26•Y DS O•SF 20,3305o5�Om 5F 2ff .'" Dow M IwY'RaP -PL _ ro T nff 0F05 NO NAND'VIB. . ME EX ^NM4YiiY:1}GravellSantl l:F i T C "t" f 7 ns k y A 'll w _ Lot be tH 975'mm 1922' 59T.2••••••_. 9. II.AMFY "* rVERIFNQNSTPoUCTION. pr: FOL A1. ALL UTILITIES PR Ok TO THE STAfTi OF CONSTRUCTION ELEVARONS AND LOCATIONS OF AREA RPWiFa B„VNc :,rr1 s "nrr a t1 rr r,ra 1',aP nP rf+nnn r 4 Y crvm nnr. (AC'I TO SCpLGS P ii GNGAk1E. 4 WnrcerrKnl 4. A.k BIRVITI0 AN'O¢9YTNgTYANB AREAS SrtIALA MIME A°X WNWr"Jld tiNANE- Cm.and `; (" ) `" "^^^.^..^. 5 AtNA17ET Q.THE got 1S TO BE CONFOONEo 04 THE](PROPER"AAA SHALL DIM NN y rp. Si eayth Of 3000 PSI +.,row N .r,,r 1 nr Vmr En c"i zs 5vneir xdln IVer LOT COVERAGE CALCULATION: Front Yard So SE SOP' NOT RUN ONG,ADOCII PROPERTIES ON THr,dAwwtNc W3PW'5WA15 Baaldng Layer 2 m 2 N:"Iv. .. ------ __ ........ „....... A. Ah'W.M"A TO THE A'wmNINC AL1w i4Mx AP,EO TLNO:!"MINI wal NAWN0 T t Lnt Arev 20,33D 6 s y. , r U l rc P tl drtpiY,: .',ok"KSUIR;MEgrTP5,.ALL ERBES or&"'A s IRC P-REVEMB?"'K&,PoE.SAW 111 Sipe Yvetl g5` L1.1§ 95 N I°I..WOP.pW 7FMC Pd6iN'E,'RTV SMALL BE'RCPAIA9P.y7 ON pF.'C"�®IRg7yVpCg.tlWYN TYYC e.11 [T Fnw f' T y IW Y"' 'A"R •••••• •••••'"•"••: C. E`SI'ANLI5NNG A KEPT ii)EDGE. 'mill e P o r M l V y o d f y :Ily 0 II g A—=2,994.5 s L Both Side Yor9s J.s° 49 t' 35 Y 7 AL 0,5TOABEi I AtEA5 TO HE S`CIETWED OR PLANTED WITH NAFNE VEGETATION a +.r^ ar rr..:Nix w '," r T I oy:�vv,Ot INo,rrr x..l Swmmn Pod Area-471,5 s.f, . „;A ,".ilu/•1..) Y.BD No PoasblM Lirv�""+'vg @ sementA 5¢q rw 65 Arent=696 s.P, m flmA+Y,°drtl .51b° ....._Y557` 836 SNPoOIIOMolEl1 ONATVAYwOM OL!°¢gAEctA dJPB n or 6 aA4 roil I E'AdT'✓aH IFbCiTAANt IwIfAS6aRE-$To REPANK IN FLACIL"AND B(MAIa"ED ..... WNTIL'VEGd°.TAIION IS NKnEQUATIOd nnrt r'r.rt Ni"", acid Vrrr: nrrn V I,s7l, Waotl Frvma Seaueely.r Stoo Aren=37A sf ---•^-°°° F C fr U I :' -w, P s 5 r.:: ll I...Ir II Y vl Y,;;ar rrl fast¢netl Aound Enl,re '+.: Ca6ono Area-5405 s.T. CYavA&k'NSHk;47 x r C„,. „ilsJ Peri,r etnr Wfh TAR S[nkes f. lot Coverage 20x M 9.9a2 19.67� g, ,¢y,i ENO99DN AND SG.aYnlflF C,iMMILL44.MFE/YSiJWgES 9ifl'#ik:�fl SWIWNM1d fNi THIS I,dfl .A il'AI I:: tort c• ,x• •+• a ..tl-¢„r". BSwmar.,rimrirv.in. ,,,,,,e'l,':.ng HLgln,__ _ 35 152 25,61 Cq'NI,:6P6'U JS gTCQU VICO fL NSO LILED sA OhIA1N IPETHE l�bL6ACC CYF rnn e x 4"dNtlM.'S+gNE.r Ni Idr?yTk.P.kTJ AND MU!CNSArvf:M UY ACf,ORiYtiN'tA'WITH to Takat Coverage 3:WNM� Iq Kt m 59.57% 7H9.Cul i'Mtl VERSof,lvm D'I'JafE INE M649 V. ATE 5NAAM ANDS AMR, ':r.,r: ,A..:d SI T3n ISV VSeu ••••••"'"1064aw..-•••••••.-°= 20,93U6 S'FL ........ ..of Stores 2 Sin— tmStvry 1,5 Swtivwmrv. 'O.1.RO7AL JUST TRO Sd'M1't"Y AGOI OI7A:TAA TOAXCEN M 7ANb LYA'�ENP OOM'I'Pa4.. M .-r "�v-rm ": 4 �, m.. (..' Numbc dmnce.CY',k cl Yd-kfA LAST RATED DEGEMoaERE 2012020 aPS DAR E'F 0,80D SOFT. t0 fl "r I ^alr I3rrwr Ann ,rlr 19,nxv r W�uam y,I..bNte, RtiR"w PrdcEPMkESM HY NORTHCRA5T CNIL r A.ONE:D:R „-P'W'From¢ °..............°.,w„�.. r2m nn raP xl ".orm re la SINN"(TV " LEGEND: UR LINE r i . rn' - aa• vrN un nXI nr-+'w Ar:�m-mrrm...w*um xuwwnrrr'mm'n.. I�S t A:I:,, T tN iEA1RtlT;OIlm�'U .'.� PROJECT EXISTING 2/ J2T.2" Till 7, Ill PILL Lllr9 PROPOSED CO ._ ClThI DK y I4—r EXISTING SPOT ELEVATION: CAWv FiY. Re SITE �N ` *PBC 7Y: AIR PROPERTY PRQPOSED SPOT ELEVATION: .......... nrr, 1/8-Per, LF -"? LMIIS 11::DISTURBANCE AREA 047 ACRES raPh I 5BD—V C, TREES TO ®E PROTECTED SHOWN AS: 2os3o.e s a,F, slnlArlu EaATnrrl)cK Ivv E,n ar »r.,....7 c... ..... .._.. r r r°I .. .....r... CONCRE�fE 4VA,, La TREES TO BE TREES TO BESHOWN WNOAS: cRl'(6�cean: S;[JVL. rdnv("I" tl crun ... ..... UI`>r rnoo sEc. iQFr riLle.. u Ear iPo 1.., f ND CRUJUDYWATER ENCOUNTERED .� ,�,.-,..,... ..., __.._.-._ .... ,.....__. ..._____. -- ....... w ..,.. �xlr coast rzn r( cvu _._ 39°,NI::sT Iwaiw'srTzeET •,v�:::Fr 7 C5Y57I:::G2 BAkY,NY 11"t'79 20 - - 1 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 A 0 '009MWM U Aurl � lu s i ence Brian Johnson, Lead Architect Brian@AmericanaArchitects.com 635 Stanle Road 516.242.5272 Ywww.AmericanaArchitects.com Mattituck., NY 11952 PO BOX #58 Bethpage, NY 11714 B Project Sc of Work B © americana architect, p.c. r - - ear _ i te. e Ne . . 1 =-,. -r-��-S I New Pool House c C 4 } A-�AERICANA �• i, _ �,, A '� :. U '.: <. "` ARCHITECTSa D U kUJ �. Sb�+t`n 4n81 � ' . S'i/ b' E �'�A. ..... , "!� r ' �yA� - � Y�r •4�� 4 , p, �a �Y'..rR, � t x/�"� 'aCt{ "� TA "TR •' .v .• ¢wy '9' .:r'� `^0,C}t '��'t��4'•� �'S�.rr<•;' .l.t "',�,�1 ,, �, 7j }*?'; ', - '. ��� .� 'e,�/'f :`4� .r',�tr^'' F , •. � - � -: Ie" YRr y61:-:: -s .4"° '�!r,. f (rl_„1 {'� `�-;',r ` `9';.. _ - :,a.♦ �. a4.a, - • —_ ,'4�` � �,� '��, - �'r '.� �f`i'��'•}{r,���.. �yy '��:,a�,-' � yam,, f�.i.:� �,� x' Y y',.`,,,, `�.r� � 't p �C - .K:. .- _ _ .. .._ ._ .a... ems_t3•'�.7'�i�"±"1� .(•� r'Y e f4� +'�- -•^' `. ro. q P f - �i •a � U w a' , '�''a v. —.. +.•. .., "..». ,-,..-.,..-.,.rw,rw, .-. .�...:•w«,°...,,.,...... .m, ., >. — ma... m+mgl.-_- .. __--___ _ .— _ - _--.._,.> �-s x -.-..._m �,u.,,w.aw�.._.+..++A�.".t.r+�"... -t - .� � _ � � , E .� ,. „ E aF'�' ; g -. _" 9 - _ E_._, .. .�. Apr , - .- - ._ .. �.... � ._ .—"_-__ __ - , '•� - .,_..„„.,- - .. � ` "_ ,.p 7 „ 40 , 71 •w d t Y Fry }}` i , , F # REVISION DATE Exis IProposed U---" r Y U rd G �k a n- E H � - 044866 Q� J . - .� J OF NEB`l 4 BRIAN JOHNS REGISTERED ARCHITECT r � a } IOANNOU RESIDENCE .y 4 ADDITION & INTERIOR ALTERATIONS ..` - T K PAGE CONTENTS: y tA' Cover Sheet r® O S o Front APPLICATION NUMBER: L L REVIEWED BY: BJ,RA v=W& T h d Disclaimer: Renderings shown are for reference purposes only and are an artistic interpretation of the plans in this PROJECT NO. : 24111 SHEET NUMBER submission. At no point shall these renderings supercede the plans and specifications shown in this plan set. START DATE: AM 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 SCALE AS NOTED i 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 GENERAL NOTES: DISCLAIMER: Generated by REScheck-Web Software NOTE:All NOTES HEREIN MENTIONED ARE APPLICABLE TO THE SCALE AND SCOPE 01:THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL CONDITIONS AND OF WORK AS DESCRIBED GRAPHICALLY OR OTHERWISE NOTED ON DRAWINGS. DIMENSIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES,OMISSIONS, A Compliance Certificate GENERAL CONTRACTOR IS RESPONSIBLE FOR QUALIFYING CONDITIONS THAT ARE AND/OR PROBLEMS SHALL BE PROMPTLY REPORTED IN WRITING TO THE ARCHITECT A NOT INCLUDED IN BID OR CONTRACT DOCUMENTS WITH OWNER PRIOR TO BEFORE PROCEEDING WITH THE WORK. Brian Johnson, Lead Architect EXECUTION OF CONTRACT AND/OR COMMENCEMENT Of WORK, WHICH WOULD Brian@AmericanaArchitects.com ALTER THE DESIGN INTENT OF THESE CONSTRUCTION DOCUMENTS.ARCHITECT 02:THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO WORK IN TANDEM. IN Project 241 - IOANNOU - 635 Stanley Road, Mattituck, NY 1195, SHALL BE NOTIFIED OF ANY SUCH ALTERATION IMMEDIATELY. THE EVENT OF A DISCREPANCY BETWEEN THE DRAWINGS AND SPECIFICATIONS,THE 516.242.5272 OWNER OR CONTRACTOR SHALL CONTACT THE ARCHITECT IMMEDIATELY FOR Energy code: 018IECC TESTING REQUIREMENTS www.AmericanaArchitects.com CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK (ANY DEVIATION FROM PO BOX #58 Bethpage, NY 1 1714 Location: attituck,New York R402.4.1.2 TESTING.THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND THIS PROCEDURE SHALL RESULT IN THE CONTRACTOR TAKING FULL RESPONSIBILITY Construction Type: S gtion ily VERIFIED AS HAVING AN AIR LEAKAGE RATE NOT EXCEEDING FIVE AIR CHANGES FOR THE WORK Project Type: Ad�,ittiotl � ) ASPHALT Climate Zone: 4 ( 31 HDD) PER HOUR IN CLIMATE ZONE I AND 2,AND THREE AIR CHANGES PER HOUR IN 1 Permit Date: CLIMATE ZONE 3 THROUGH 8.TESTING SHALL BE CONDUCTED IN ACCORDANCE 03:THE DIMENSIONS NOTED ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER DRIVEWAY permit Number: WITH ASTM E 11 q OR ASTM E 1821 AND REPORTED AT A PRESSURE OF 0.2 INCH THE SCALED DIMENSIONS. NEVER SCALE DIRECTLY FROM THE DRAWINGS. ANY B NOT All Electric false W.G. (50 PASCALS).WHERE REQUIRED BY THE CODE OFFICIAL,TESTING SHALL DIMENSIONS IN QUESTION SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT B © americans architect, p.c. Is Renewable false INCLUDED STOOP BE CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE IMMEDIATELY FOR CLARIFICATION. Has charger false t RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST Has Battery: false = 30.00 SQ. FT. Has Heat Pump: false AND PROVIDED TO THE CODE OFFICIAL.TESTING SHALL BE PERFORMED AT ANY 04:THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS, TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURES. THESE ARE THE SOLE NOT ENVELOPE. I RESPONSIBILITY OF THE CONTRACTOR. LIKEWISE,THE CONTRACTOR IS SOLELY DURING TESTING RESPONSIBLE FOR MAINTAINING A SAFE WORKING ENVIRONMENT ON SITE. INCLUDED Construction Site: Owner% ent: Designer/Contractor: I. EXTERIOR WINDOWS AND DOORS, FIREPLACE AND STOVE DOORS SHALL BE F-- CLOSED, BUT NOT SEALED, BEYOND THE INTENDED WEATHER STRIPPING 05:THE CONTRACTOR SHALL PERFORM ALL WORK IN COMPLIANCE WITH LOCAL OTHER INFILTRATION CONTROL MEASURES. CODES, ORDINANCES, RULES AND REGULATIONS. 2. DAMPERS INCLUDING EXHAUST, INTAKE,MAKEUP AIR, BACKDRAFT AND Compliance: 2.7%Better Than Code - - Maximum au YourUA: 400 Maximum SHGC: 0.40 Your SHGC:0.34 FLUE DAMPERS SHALL BE CLOSED, BUT NOT SEALED BEYOND INTENDED r 06:THE CONTRACTOR SHALL NOT START ANY WORK UNTIL THE PLANS HAVE BEEN Vetter or Worse Than Code Index reflects how close to compli ethe house"ased on code trade-off rules. INFILTRATION CONTROL MEASURES. j APPROVED BY ALL NECESSARY AUTHORITIES HAVING JURISDICTION, INCLUDING THE C C J DOES NOT provldean estimate of energy use or cost relative[aa "mmum-codehom 3. INTERIOR DOORS, IF INSTALLED AT THE TIME OF THE TEST,SHALL BE OPEN. LOCAL BUILDING DEPARTMENT. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR J V-- Slab-on-grade tradeoffs are no longer considered i .ie UA or perforr nce compliance path in REScheck.Each slab-on-grade - ` LU assembly in the specified climate zone must meet e minimum energNode insulation R-value and depth requirements. 4. EXTERIOR DOORS FOR CONTINUOUS VENTILATION SYSTEM AND HEAT CONTRACTOR TO SECURE ALL NECESSARY PERMITS AND SUBMIT ALL NECESSARY �-' d RECOVERY SHALL BE CLOSED AND SEALED. DOCUMENTS (I,E.WORKER'S COMPENSATION CERTIFICATE, HOME RENOVATION HOUSE COVERAGE: `n Envelope Assemblies 5. HEATING AND COOLING SYSTEM, IF INSTALLED AT THE TIME OF THE TEST, LICENSE, ETC.) TO THE PROPER AUTHORITY HAVING JURISDICTION. SHALL BE TURNED OFF. i 2,994.48 SQ. FT. - � � 6. SUPPLY AND RETURN REGISTERS, IF INSTALLED AT THE TIME OF THE TEST, 07: IF THE CONTRACTOR BELIEVES THAT AN ALTERNATIVE MATERIAL OR METHOD , a j SHALL BE FULLY OPEN. WOULD RESULT IN A TIME OR COST SAVING FOR THE OWNER (AND SHALL NOT '_ ` - -' COMPROMISE THE INTEGRITY OF THE DESIGN),THE CONTRACTOR SHALL SUBMIT IL Ceiling:cathedral Ceiling 4,122 38.0 6?�5 0.027 0.026 111 107 HOME ENERGY RATING SYSTEM(H.E.R.S) SPECIFICATIONS OF THE ALTERNATIVE IN WRITING TO THE ARCHITECT FOR C- Wall:Wood Frame,16"o.c. 2,669 19.0 0.5 0.058 0.060 123 127 i O I. H.E.R.S. INDEX REPORT AS REQUIRED BY OTHERS APPROVAL PRIOR TO MAKING THE SUBSTITUTION. V ."- Door:Glass Door(over 50%glazin O SHGC:0.3a 216 ;o.300 0.320 65 69 2. THE BUILDER IS TO BEHELD RESPONSIBLE FOR CONTACTING THE HERS RATER 00 PATIO ON Window:Vinyl Frame THROUGHOUT THE PROJECT TO ENSURE ALL REQUIRED INSPECTIONS/TESTS 08: EXCEPT WHERE LONGER DURATION GUARANTEE PERIODS ARE SPECIFICALLY (n ^ SHGC:0.34 336 0:§0o a.3zo 101 los REQUIRED IN THE SPECIFICATIONS, EACH CONTRACTOR SHALL GUARANTEE ALL D (, D ----- ARE PERFORMED. GRADE SET Compliance Statement: The roposed building design described here is consistent with the building"plans,specifications,and other 3. THE BUILDER IS TO CONTRACT WITH HERS RATER FOR THE CONSTRUCTION THEIR WORK PERFORMED AND THE MATERIALS USED ARE FREE FROM DEFECTS. W(� calculations submitted wit a permit application.The proposed building has been designed to meet the 2018 IECC requirements in N SAND REScheck Version:RESc _ck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. /INSPECTION PORTION OF THE PROJECT.ALL FEES ARE THE RESPONSIBILITY DURING A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL CONTRACTOR OF THE BUILDER. _, PAYMENT,THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY _ Name-Title Signature \Date DEFECTS THAT MAY ARISE FROM THEIR WORK. REFERENCE STANDARDS PERGOLA *�, I. 2020 RESIDENTIAL CODE OF NEW YORK STATE DETACHED ONE AND TWO j 09:ALL WORKER'S EMPLOYED ON THE PROJECT SHALL BE SKILLED CRAFTSMEN IN (� Li __1J '_� FAMILY DWELLINGS THEIR RESPECTIVE TRADE, OR WORKING DIRECTLY UNDER THE SUPERVISION OF A COVER: USE-GROUP R-3 SKILLED CRAFTSMEN SO THAT ALL WORK PERFORMED SHALL BE INSTALLED WITH THE 65.52 POOL ' oject Title:24111-IOANNOU-635 Stanley Road,Mattituck,NY 11952 Report date: +08/17/24 CONSTRUCTION CLASSIFICATION -TYPE VB HIGHEST STANDARD OF CARE. Q Data filename: Pagel of 9 HEIGHT LIMITATION (TABLE 504.3) -40- SQ. FT. COVER: il' STORIES (TABLE 504.4) -5 STORIES , 10:ANY CONTRACTOR WORKING ON THE PROJECT SHALL THOROUGHLY EXAMINE w. AREA LIMITATION (TABLE 5062)- UNLIMITED ; `: THE EXISTING CONDITIONS (INCLUDING ANY NEW WORK ALREADY INSTALLED IN E I 471 .45 2. THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE AMERICAN PLACE) PRIOR THEM COMMENCING THEIR WORK OR INSTALLATION. E SQ. FT. `; FOREST AND PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL l COMMENCEMENT OF THE INSTALLATION SHALL BE AN ACCEPTANCE BY THE EDITION (WFCM) PER SECTION R501.1.12020 RCNYS. CONTRACTOR THAT THE CONDITION OF THE WORK OF THE OTHER TRADES IS UP TO R es C h e c k Compliance 3. ENGINEERED DESIGNED STRUCTURAL COMPONENTS PER ASCE 1-IB THE STANDARD REQUIRED FOR PROPER INSTALLATION. ANY ISSUES SHOULD BE 4. 2020 FIRE CODE OF NEW YORK STATE BROUGHT TO THE ATTENTION OF THE GENERAL CONTRACTOR PRIOR TO i NYS ED. LAW ART. 141- ARCH .. SEC. 1301 PROCEEDING. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 1 1: IN THE EVENT THAT AN EXISTING CONDITION DIFFERS FROM THAT WHICH IS � CODE INFORMATION DIRECTION OF A LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY. IF AN INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS,THE CONTRACTOR ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED,THE ALTERING 1 SHALL STOP ALL WORK IN THAT AREA IMMEDIATELY AND CONTACT THE ARCHITECT THESE CONSTRUCTION DOCUMENTS WERE PREPARED USING THE RESIDENTIAL CODE OF NEW YORK ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION"ALTERED ) IN WRITING FOR INSTRUCTIONS ON HOW TO PROCEED. BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A (2020 EDITION) IN CONJUNCTION W/THE PRESCRIPTIVE DESIGN OF THE WOOD FRAME SPECIFIC DESCRIPTION OF THE ALTERATION. AS PER THE NEY,YORK STATE ;. 12:VERBIAGE INCLUDING"OR EQUIVALENT","OR EQUAL", OR SIMILARLY WORDED F F POOL HOUSE CONSTRUCTION MANUAL FOR ONE & TWO FAMILY DWELLINGS & ASCE 7 EDUCATION LAW ARTICLE 141-ARCHITECTURE,SECTION 1301 NOTES,THE CONTRACTOR SHALL SUBMIT THE EQUIVALENT PRODUCT TO THE COVERAGE: r ARCHITECT IN WRITING FOR APPROVAL PRIOR TO PURCHASE OR INSTALLATION. xt 340.50 $Q. FT. THESE ENERGY CONSERVATION CALCULATIONS WERE PREPARED USING THE ENERGY OWNERSHIP AND USE OF DOCUMENTS I CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2018 EDITION) DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE ; 13: EACH RESIDENTIAL APPLICATION FOR A NEW STRUCTURE AND EACH ADDITION AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS SHALL TO OR REHABILITATION TO AN EXISTING RESIDENTIAL STRUCTURE THAT UTILIZES TRUSS # REVISION DATE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS :TABLE 301.5 r NOT BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER OR BY ANY OTHER PARTIES OTHER THAN THOSE PROPERLY AUTHORIZED BY CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN IN ACCORDANCE WITH THE USE LIVE LOAD DEAD LOAD CONTRACT WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF AMERICANA PROVISIONS OF TITLE 19 NYCRR (PART 1265). A SIGN MUST BE AFFIXED TO THE ARCHITECT, P.C. ELECTRONIC BOX, IF THERE IS ONE,ON THE EXTERIOR OF THE STRUCTURE. IF NO EXTERIOR BALCONIES 60 psf 10 psf ELECTRONIC BOX EXISTS,THEN A CONSPICUOUS LOCATION ON THE STRUCTURE THAT IS APPROVED BY THE AUTHORITY HAVING JURISDICTION AND CAN BE SEEN BY ' DECKS 40 psf 10 psf FIRST RESPONDERS. G PASSENGER VEHICLE GARAGES 50 psf PER PLAN G LOT SIZE: 20,330.60 S.F. ATTICS WITHOUT STORAGE 10 psf 10 psf 7 ` � ATTICS WITH STORAGE 20 psf 10 psf RMS OTHER THAN SLEEPING RMS 40 psf 10 psf LOT COVERAGE CALCULATIONS SLEEPING ROOMS 30 psf 10 psf HOUSE COVERAGE:2,994.48 S.F. STAIRS 40 psf 10 psf STOOP:37.38 S.F. GUARDRAILS AND HANDRAILS 200 psf 10 psf STAIRWELL:71.81 S.F. PERGOLA: 65.52 S.F. ROOFS: POOL:471.45 S.F. LIVE=GROUND SNOW LOAD 20 psf H POOL HOUSE:340.50 S.F. ADJUSTMENTS AS PER ASCE 7 30 psf 10 psf DRAWING INDEX H LOT SIZE:20,330.60 S.F. A-1 COVER SHEET MAX. COVERAGE:20%OF LOT SIZE-4,006.12 S.F. r C I i m a to and Geographic Design A-2 GENERAL NOTES, CODE NOTES, LOT COVERAGE TOTAL COVERAGE:3,981.14 S.F. A-3 EX. & PROP. PLOT PLANS, ZONING �WD JORcy Lot Coverage Diagram Load Allowance Chart Data & Manual J Criteria A-4 DEMOLITION PLANS AND NOTES y4,� A-5 EX. & PROP. FINISH FOUNDATION PLAN A-6 FOUNDATION PLAN A-7 EX. & PROP. FIRST FLOOR FINISH PLAN A-8 FIRST FLOOR FRAMING PLAN J TABLE R301.2(1) A-�0 SC°H°EDULE SHEETS & NOTES �F PLAN 9T� D44866 �OQ` OF NE`N PERGOLA LOT COVERAGE CALCULATIONS CLIMATE AND GEOGRAPHIC DESIGN CRITERIA SUFFOLK COUNTY A-11 NORTH ELEVATION J THE LOT COVERAGE CALCULATION FOR THE PROPOSED PERGOLA ONLY A-12 EAST ELEVATION BRIAN JOHNS WIND DESIGN SUBJECT TO DAMAGE FROM A-13 WEST ELEVATION ACCOUNTS FOR THE AREA OCCUPIED BY THE STRUCTURAL BEAMS AND GROUND SEISMIC WINTER ICE BARRIER AIR MEAN SUPPORTS. SINCE THE MAJORITY OF THE PERGOLA IS OPEN, ALLOWING SNOW SPEED TOPOGRAPHIC SPECIAL WIND BORNE DESIGN FROST LINE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL A-14 SOUTH ELEVATION REGISTERED ARCHITECT LOAD (MPH) EFFECT WIND REGION DEBRIS ZONE CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED HAZARDS INDEX TEMP. A-15 SECTION 01 LIGHT AND AIR TO PASS THROUGH, IT DOES NOT CONTRIBUTE P-1 POOL HOUSE PLANS SIGNIFICANTLY TO THE OVERALL IMPERVIOUS SURFACE AREA. THE OPEN 20 psf 13o YEs No N/A B LSEVERE 3 FEET TO HEAVY 150 YES No YES 4s� P-2 POOL HOUSE ELEVATIONS DESIGN OF THE PERGOLA REDUCES ITS IMPACT ON LOT COVERAGE, ASODERAT _ H 1 PERGOLA DETAILS ANNOU RESIDENCE ONLY THE SOLID ELEMENTS THAT PHYSICALLY OCCUPY SPACE ON THE LOT A 16 FENESTRATION & LIGHT/VENTILATION ADDITION & INTERIOR ALTERATIONS A-17 PLUMBING DIAGRAMS K ARE CONSIDERED. THIS APPROACH ALIGNS WITH ZONING REGULATIONS, A-18 STAIRS, ELECTRICAL, AND INSULATION NOTES K WHICH TYPICALLY FOCUS ON THE FOOTPRINT OF IMPERMEABLE A-19 NAILING NOTES STRUCTURES RATHER THAN OPEN OR SEMI-OPEN FEATURES LIKE PERGOLAS. MANUAL J CRITERIA A-2o STRAPPING NOTES PAGE CONTENTS: A-21 FLOOR DIAGRAMS General Notes, Code ELEVATION LATITUDE WINTER SUMMER ALTITUDE INDOOR DESIGN DESIGN TEMP. HEATING TEMP. A-22 FLOOR JOIST DIAGRAMS HEATING COOLING CORRECTION f y ; FACTOR TEMP. COOLING DIFFERENCE A-23 AIR SEALING DIAGRAMS Notes, Lot Coverage 30+/-FT 410 N 150 F 860 F 1.00 700 F 750 F 550 F APPLICATION NUMBER: COOLING TEMP. WIND VELOCITY WIND VELOCITY COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY DIFFERENCE HEATING COOLING WET BULB L L REVIEWED BY: BJ,RA 11 O F 15 MPH 7.5 MPH 720 F MEDIUM(M) 40% 32 GR @50%RH - . ZI PROJECT NO. : 24111 SHEET NUMBER START DATE: 01 02 03 04 05 06 07 08 09 10 1 1 12 13 14 15 SCALE AS NOTED 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 PROJECT SITE NOTES: SITE SHORING NOTES: STAN LEY ROAD STAN LEY ROAD 01:THE CONTRACTOR SHALL PROVIDE AND INSTALL A SHORING SYSTEM AS REQUIRED WHICH SHALL SAFELY AND ADEQUATELY PREVENT COLLAPSE OF A S 870 1 1'00" E S 870 1 1'00" E ADJACENT MATERIALS,AS WELL AS PERMIT CONSTRUCTION OF THE WORK AS A Brian Johnson, Lead Architect 105.00' 105.00' EDGE OF ROAD SHOWN IN THE CONSTRUCTION DOCUMENTS EDGE OF ROAD EDGE OF ROAD EDGE OF ROAD Brian@AmericanaArchitects.com e�o RESPECTIVE AUTHORITIES HAVING JURISDICTION, INCLUDING GOVERNMENT Je e�aco� 0Je 02:THE CONTRACTOR SHALL SECURE ALL REQUIRED APPROVALS FROM THE 516.242.5272 PQ O�� -- P ��� AGENCIES. www.AmericanaArchitects.com PO BOX #58 Bethpage, NY 11714 03:SOIL EROSION &ADJACENT PROPERTY PROTECTION-CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES FROM SOIL EROSION WHERE REQUIRED. PROVIDE HAY BALES RECESSED 4" (MINIMUM) BELOW GRADE AND STAKED ALONG WITH SILT 545.00' 545.00' FENCE. LOCATION AND EXTENT OF FENCE AND HAY BALES SHALL BE DETERMINED 0,1 AND COORDINATED IN THE FIELD AND APPROVED BY THE BUILDING INSPECTOR.SEE B �0 B © americana architect, .c. w 0�0 Lu 0� 3 DETAILS. p b _ b _ C:) _ p SITE CLEARING NOTES: 0 � P��y o 'O o 0 _�PLPy O 01:THE CONTRACTOR SHALL LOCATE ALL UTILITIES (ABOVE GROUND AND -i �i o � SUBTERRANEAN) PRIOR TO COMMENCING CONSTRUCTION,AND PROTECT AS 0 01,N 0��� 0 a CV °� �� 0 °� REQUIRED O p O C) Z 0��'G� N Z ii �`��G� �U U - '� ") 02:THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS USING FENCING, �_o �c o o m o mo�o m BURLAP, OR OTHER MEANS. GRASS TO BE PROTECTED AS BEST AS POSSIBLE. ANY � o N W N�o N PLANTINGS TO BE RELOCATED OR REMOVED SHALL BE DISCUSSED WITH OWNERS, "'a¢ .0��o° AND A WRITTEN STATEMENT OF PLANTS TO BE REMOVED SHALL BE CREATED. p r ¢ IL ¢ �OOG2, r r SITE GRADING NOTES: C ���� ear ��?� ry 01:THE CONTRACTOR SHALL EXCAVATE, BACKFILL, COMPACT,AND GRADE THE C 09 TAX LOT #15 09 TAX LOT#15 SITE TO THE ELEVATIONS NOTED ON THE CONSTRUCTION DOCUMENTS. MAP LOT # 13 15.20 13.85 24 80 MAP LOT # 13 TAX LOT#13 - -- P 43.90 24.80 TAX LOT#13 PROP.SIDE 43.90 02:THE CONTRACTOR SHALL GRADE IN SUCH A MANNER TO THAT ALLOWS FOR THE MAP LOT # 11 24.90 11.40 0 MAP LOT # 11 YARD SETBACK 9.73 11.40 PROPER DRAINAGE OF WATER AWAY FROM THE STRUCTURE. CV N b� 15.00 F�Po bah 03: BACKFILL TO BE COMPACTED IN LIFTS AS IS REQUIRED. FILL TO BE FREE FROM F O' REQ.SIDE o > o a �y �' C, G M CLAY,ORGANIC MATTER, LOAM, DEBRIS, WASTE,OR OTHER OBJECTIONABLE �O �G o \�' YARD SETBACK �O ,p ��J c� MATERIALS O� STAKE-OUT NOTES: Cn NEW SANITARY SYSTEM TO BE DESIGNED 01:THE CONTRACTOR SHALL CONTACT A LICENSED LAND SURVEYOR TO STAKE-OUT BY OTHERS AND INSTALLED AS PER ALL PROPOSED WORK. LAND SURVEYOR SHALL PROVIDE A FOUNDATION SURVEY SUFfOLK COUNTY DEPARTMENT OF D 55.3 00 55.3 TO THE ARCHITECT AND BUILDING DEPARTMENT UPON COMPLETION OF THE D (, co HEALTH REGULATIONS 96.97 " " FOUNDATION BEFORE PROCEEDING WITH FRAMING CONSTRUCTION. ARCHITECT w w SHOULD BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. W z BOG' 26.97 �p NEW DRYWELLS TO BE DESIGNED BY Q O\ 1z \�C� OTHERS AND INSTALLED AS PER TOWN OF SITE REPAIR NOTES: z �Q�c� z oa���� o����.� . SOUTHOLD REGULATIONS 01:THE CONTRACTOR SHALL REPAIR AND/OR REPLACE DAMAGED SIDEWALKS, _ f z CURBS,STREET PAVING AND CURB CUTS AS PER DEPARTMENT OF PUBLIC WORKS ? a` �� S�` N �y���,C� 1' REQUIREMENTS. U Q = PROP.FENCE r N cv �`� _ Q 1 N NEW SWIMMING POOL TO BE DESIGNED O I U WITH GATE AS N Q r> R.R.TIE PER NYSRC BY OTHERS AND INSTALLED AS PER TOWN SITE PLAN SURVEY NOTES: OF SOUTHOLD AND NYSRC REGULATIONS 01:THE DIMENSIONS SHOWN ON PLANS ARE TAKEN FROM FOUNDATION AND Q 1.65 6.00 T4.97 6.00 PROP.FENCE j AS PER NYSRC FRAMING MEMBERS. PROJECTION OF SIDING OR EXPOSURE OF CLADDING FOR REQUIREMENTS ALL SWIMMING POOL ENCLOSURES MUST ALL EXISTING WORK ARE ASSUMED FROM DIMENSIONS TAKEN OFF OF THE SURVEYPm 20.58 COMPLY WITH THE NEW YORK STATE OAP 2 RESIDENTIAL CODE(NYSRC) PROVIDED TO THE ARCHITECT,AND THE CONTRACTOR SHALL VERIFY ALL EXISITNG E O PR P.SIDE REQUIREMENTS FOR BARRIERS AROUND CONDITIONS IN FIELD E 00 Q`��- YARD SETBACK P E R.R.TIE POOLS.AS PER SECTION R326.4 OF TH 0 0066 a O`�� P\G P\G NYSRC,THE POOL AREA MUST BE O �p QO�p ENCLOSED BY A BARRIER THAT IS AT LEAST 4 FEET(48 INCHES)HIGH,WITH GATES 13.50 FS� - THAT ARE SELF-CLOSING AND �O�� 80 22.10 --6.00 O M 20.68 SELF-LATCHING.THE BARRIER SHOULD 3.80 SP J 20.00 PREVENT ACCESS BY CHILDREN, �jQP �A REQ.SIDE MEANING IT SHOULD NOT HAVE ANY 5� YARD SETBACK OPENINGS THAT ALLOW PASSAGE OF A ��O POD SPHERE 4 INCHES IN DIAMETER,AND IT SHOULD BE CONSTRUCTED TO PREVENT CLIMBING.ALL ACCESS POINTS TO THE R.R.TIE Q�O c2 �^�' POOL AREA,INCLUDING DOORS FROM � THE HOUSE LEADING DIRECTLY TO THE F POOL,MUST BE EQUIPPED WITH AN Cc ALARM THAT SOUNDS WHEN THE DOOR IS SITE EXCAVATION NOTES: F OPENED.ADDITIONALLY,ANY POOL STRUCTURE SHOULD HAVE AN 01: PRIOR TO ANY EXCAVATION,THE CONTRACTOR SHALL CONTACT 811 IN S OPERATIONAL SAFETY COVER MEETING ACCORDANCE WITH NYCRR PART 753- PROTECTION OF UNDERGROUND FACILITIES ------- - -- 36.56 29.00 39.45 ASTM F1346 STANDARDS IF USED AS AN PROP.SIDE PROP.SIDE ALTERNATIVE BARRIER SOLUTION.THESE _ # REVISION DATE 3.00 .00 MEASURES HELP ENSURE THAT THE POOL 02:THE CONTRACTOR SHALL EXCAVATE ALL MATERIALS WITHIN THE LIMITS OF THE YARD SETBACK O ARD SETBACK O TO POOL QO TO POOL AREA IS SECURE AND IN FULL WORK AREA SPECIFIED, INCLUDING MATERIALS THAT MAY COMPROMISE THE w u, J`' - '�? COMPLIANCE WITH STATE SAFETY G_O HOUSE �k ">,0 cv HOUSE REGULATIONS. INTEGRITY OF THE SURROUNDING SOIL. TAX LOT #14 �� z w W MAP LOT# 12 D�G� Q z� v N W 03:THE CONTRACTOR SHALL COORDINATE ALL EXCAVATION IN A SEQUENCE THAT G ?w W z� WILL PROVIDE PROPER SITE DRAINAGE AT ALL TIMES. O � w W O o w o?J j N o 04:THE CONTRACTOR SHALL SHORE AND BRACE EXCAVATED AREAS AS REQUIRED G �N� w o, Q � - G <LU QO'S . QQ -' zU _ U o=U �a a N o 0 0 o N Mw m 05:THE CONTRACTOR SHALL TAKE CARE IN EXCAVATION OF FOOTINGS AND LU Co FOUNDATIONS NOT TO DISTURB THE BOTTOM OF THE EXCAVATION O Np��00am C Oo CL r r CL < 06:THE CONTRACTOR SHALL EXCAVATE TO THE DEPTH NOTED IN THE PLANS. IN THE PROP.FENCE TAX LOT#14 EVENT THAT UPON EXCAVATING THE SOIL AT THE BOTTOM OF THE EXCAVATION IS AS PER NYSRC MAP LOT # 12 NOT ADEQUATE FOR BEARING,THE CONTRACTOR SHALL CONTACT THE ARCHITECT REQUIRE ENTS IMMEDIATELY BEFORE PROCEEDING 5, FENCE ON LINE �, N $$� 47'OO" W FENCE ON LINE ��p• POST&RAIL FENCE N 880 47 00 W gyp• POST&RAIL FENCE 07:THE BOTTOM OF THE FOOTINGS SHALL BE INSPECTED BY THE BUILDING 105.04' �p� 105.04' DEPARTMENT PRIOR TO POURING H H 1\ Existing Plot Plan Prop. Plot Plan �aEpAR� 1 / 16�� �� 611 d ; Q mQ .�► 1 / 16 1 na � ZONING ANALYSIS CHART BUILDING DEPARTMENT: Town of Southold r ��q D44866 O� J 635 Stanley Road ZONING DISTRICT: R-40 J TF OF NE`f'1 y Mattituck, NY 11952 SECTION: 106 BLOCK: 8 LOT: 14 VARIANCE REQUIRED: 10'MAX. C. TO C• _ r ; SILT FENCE DETAIL TOPIC: REQUIRED/ PERMITTED: EXISTING: PROPOSED: YES: NO: B R IA N J O H N S J WOVEN WIRE FENCE : .:.:;: :.:;.,;..._;;;......: „•„ „• AREA OF LOT 40,000 SQ. FT. 20,330.6 SQ. FT. 20,330.6 SQ. FT. (NO CHANGE) X REGISTERED ARCHITECT Q (MIN.14 1/2"GAUGE, /31"MIN, FENCE POST DRIVEN MIN. 16" INTO GROUND WIDTH OF LOT 150.0 FT. 105.00 FT. 105.00 FT. NO CHANGE X MAX. 'MESH n l ) 6' S z Li-J SPACING w DEPTH OF LOT 175.0 FT. 192.16 FT. 192.16 FT. NO CHANGE X FUNDISTURBED : F- ( ) L O 2 "MIN. P NT HEIGHT SHALL E MEASURED FROM S W � - LA B E FINISHED -PLANTING METHOD ILLUSTRATED WITH FILTER CLOTH � _ IOANNOU RESIDENCE 0 �`""�� GROUND :•::'..�?:,;:�•:::;•::•:::•.�.�.�.�:.;�.:•:�::�:':�:�:'•�:�:; ......... :....:..... ...... .._ GRADE TO THE UPPER MAIN BODY OF THE PLANT SHALL APPLY EQUALLY TO BARE ROOT OVER •••• "'.c"•-•:•�; '��•� '•��� = FRONT YARD (FT.) 50.0 FT. 50.8 FT. 50.14 FT. (TO HOUSE) X 16"MIN. _ J -SHRUBS PLANTED IN GROUPS SHALL BE SET STOCK&BALLED&BURLAP STOCK DD z - IN CONTINUOUS BEDS AS SHOWN ON PLAN -SET SHRUBS 2"HIGHER THAN ADDITION 8� INTERIOR ALTERATIONS EMBED FILTER / 'O MIN.SIDE YARD (FT.) 15.0 FT. 24.8 FT. 15.20 FT. X SURROUNDING GRADE TO ALLOW K O CLOTH MIN. 6" O O� ° FOR SETTLEMENT K INTO GROUND SECTION VIEW �c� �, SIDE YARD AGGREGATE 35.0 FT. 49.7 FT. 20.19 FT+ 15.20 FT. =35.39 FT. X LLJ QO op p�Q -SCARIFY&IRRIGATE INSIDE OF SHRUB w c 0 00, p PLANTING PIT PRIOR TO PLANTING U REAR YARD (FT.) 50.0 FT. 115.719 FT. 83.69 FT.TO HOUSE X Q AIN 0 49 -EXCAVATE&PREPARE PLANTING BED PAGE CONTENTS: TO 1'-6'DEEP AS SPECIFIED A. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO 0 o° o� -PRUNE DAMAGED OR OBJECTIONABLE w PERSPECTIVE VIEW MIN. LIVABLE FLOOR AREA 850 S.F. 1427.03 FT. +/- 2,994.48 S.F. X a c 00 0 o Ex & Prop Plot Plans,FENCE POSTS WITH WIRE TIES OR STAPLES. w e p c BRANCHES IN SUCH A MANNER AS TO , B. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE Z o v °o° PRESERVE THE NATURAL CHARACTER OF POSTS:STEEL EITHER"T"OR"U"TYPE OR 2"HARDWOOD GROSS FLOOR AREA 3383.06 S.F. (PER CODE) 1427.03 FT.+/- 2,994.48 S.F. X Z Q o°�° o THE PLANT Zoning O FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID O°Op ��0p -CONSTRUCT A 4"SOIL SAUCER FENCE:WOVEN WIRE, 14 1/2 GA. 6'MAX MESH F-- �- _ / SECTION. MAX. LOT COVERAGE 20%OF LOT=4,006.12 S.F. 2,056.45 S.F. 3,981.14 S.F. (SEE DIAGRAM) X = �tloo AROUND SHRUB BASE AND C. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OPENINGMULCH WITH 2" g �"°� r - /A COVER ON ENTIRESHREDDED P DD PLANTING BED FILTER CLOTH: FILTER X,MIRAFI 100X,STABALINKA TT140N MAX. BUILDING HEIGHT 35 FT.TO RIDGE,25 FT TO FLAT 16.2 FT.+/-TO RIDGE 25.61 FT.TO RIDGE X 1� OTHER THEY SHALL BE OVERLAPPED BY 6"AND FOLDED. Q APPLICATION NUMBER: W D. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND OR APPROVED EQUAL. _J %% % / ' SPECIFIED SOIL MIXTURE FIRMLY NUMBER OF STORIES 2-1/2 STORIES 1 STORY 1-1/2 STORIES X / �/ PREFABRICATED UNIT: GEOFAB, ENVIROFENCE,OR / ' / COMPACTED TO ELIMINATE AIR I- MATERIAL REMOVED WHEN "BULGES"DEVELOP IN SILT � / • / % • / . APPROVED EQUAL Z i =I % , /j / • POCKETS AND PREVENT L REVIEWED BY: BJ,RA FENCE. *NOTE*ANY CHANGES TO THE APPROVED PLANS MAY IMPACT THE ABOVE CALCULATIONS. CONTRACTOR SHOULD NOTIFY THE ARCHITECT % / SETTLEMENT L PRIOR TO MAKING AP1Y CHANGES TO THE APPROVED PLANS TO DISCUSS IMPLICATIONS OF FIELD ADJUSTMENTS. x - PLANTING( APPLICABLE) TO PROJECT NO. : 2411 1 SHEET NUMBER Q I I I II I I /j%/j/� j %//j/% %/ REMOVE NURSERY POT PRIORP v _III-III / / / / �% G IF LE I-III-III-_ _- -_-_- 1-- _III=)I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I COMPACTED SUBGRADE START DATE: s 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 SCALE AS NOTED I i 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 A A Brian Johnson, Lead Architect Brian@AmericanaArchitects.com 516.242.5272 www.AmericanaArchitects.com PO BOX #58 Bethpage, NY 11714 B © americana architect, p.c. 3-01 PROPOSED PRIVACY SLATS CONTRACTOR TO INSTALL WDOD SLATSP o -- _-_-_- ~-�-- -- TO MATCH"NAKAMOTO FORESTRY- 5 BEAM 3-02 0 —.---, N GENDAI-WEATHERING STAIN SILVER" INSTALLED AS PER MANUFACTURER'S -6 20'-7" o h o 1, 1: SPECIFICATIONS.CONTRACTOR TO 2 o DISCUSS FINISH STAIN/OIL WITH OWNER C C 77 0 0ell BEAM 3_01 \ �T -711-15 W 5'-07k o� I PROPOSED DRAIN l.. �___, OUTDOOR SHOWER,TOILET,AND SINK 2 1 2 LO I I o w ARE TO DRAIN TO APPROVED SUFFOLK +> _ COUNTY HEALTH DEPARTMENT SEPTIC ° SYSTEM �•— _ BEAM 3-04 . O R.,:—, _13E-A_ F6� I SAS I O J, D BEAM 3-03 D ----------- 0 PROPOSED BUMP-OUT Q AZEK TRIM TO BE INSTALLED AS PER 14'4" 14'-6" MANUFACTURER'S SPECIFICATIONS: (� FASCIA, BARGE BOARD,SOFFIT, SHADOW BOARD a E E Proposed First Floor Plan Framing : 4" = 1 '-0" Prop osed First Floor Plan Finish : F 4 F # REVISION DATE G G NEW FOUNDATION WALL (TYPICAL) NEW 10" POURED CONCRETE FOUNDATION WALL WITH #5 REBAR AT 24"ON CENTER VERTICAL AND HORIZONTAL EACH WAY. FOUNDATION 'WALL ATOP A NEW 26"WIDE X 10"DEEP POURED CONCRETE FOOTING WITH THREE #5 REBAR CONTINUOUS IN LONG DIRECTION AND #5 REBAR AT 12" ON CENTER IN SHORT DIRECTION 29'-0" THROUGHOUT ENTIRE FOOTING. FOOTING 1'-01, TO HAVE KEYWAY FORMED AT POURING 27-0" TO RECEIVE FOUNDATION WALL. _ -- _--_-. _ - --------_..__-- _—_-- --_._-.-- -- _ T T H CONTRACTOR TO INSTALL 5/8"STEEL o I ,�• •,. 0 , : :r• ,. +:• t' e o ANCHOR BOUT AT 48"ON CENTER (12" "':: ,' ;e:.�.- .' �.i'�:' 'r• �;': • 4: H MAX. FROM CORNERS) FOUNDATION 'WALL TO HAVE SHELF TO o a RECEIVE SLAB. `�'^`� ( „ +':� v p N O '`�aE° ARCy cn 10 '2 10" 10" 0 ¢ 0 ¢ _ 5 J21 P W oy s CLW0 CL � � N F 4-8" 19'-101, .:r 0 0 — 0 0 — DROPPED FOUNDATION x FOUNDATION WALL TO DROP 0 ': "`" ': o 04N FOUNDATION WALL AND SLAB IN THIS ( o - NEW POURED CONCRETE FLOOR SLAB 'O i� CONTRACTOR TO POUR N r iv DOUBLE 1 3/4"X 16"2.0E MICROLLAM LVL BEARING RIDGE EW 4" b AREA TO GRADE TO ALLOW FOR ••..;,. .-• ;,.,.,.::-.• , k,; OUTDOOR SHOWER AREA ". •' -'•r :: CONCRETE SLAB ON GRADE WITH 6X6- tA), — _ 10/10 WELDED WIRE FRAME ATOP 12"OF ; f qTF 044866 yOQ J MACHINE COMPACTED GRAVEL (12" LIFTS) °�' p o o J OF N ;n WITH 6 MIL VAPOR BARRIER. I N U N e d N U BRIAN JOHNS r\ CONTRACTOR TO PROVIDE EXPANSION ; , Q ¢ O O ¢ . 0 ¢ O WATERPROOFING ''` 0 0 0 CONTROL JOINTS AS REQUIRED. �O 0 �O EXTERIOR FOUNDATION WALLS THAT I x °- x RETAIN EARTH SHALL BE WATERPROOFED ---- 0 --- -- — -- - - - L `1' N REGISTERED ARCHITECT FROM THE TOP OF THE FOOTING TO `�? '.. ,.. , : ,• .�:; :. . s;:: l l FINISH GRADE, TYPICAL OF ALL NEW .: �`• .+ f;.'+ ,' �-` ', `` ::;''' :`+', s:, *;:; �.;'' ,.:.„- ;}:ri',:�:. r.., '.:. 1 1 FOUNDATION WALLS CORNER HOLDDOWN (HD) ,,o„ 27-0" 7e IOANNOU RESIDENCE CONTRACTOR TO INSTALL"SIMPSON HDU8 OR SIMPSON PHD6"OR EQUIVALENT AS PER 729'-0" ADDITION 8. INTERIOR ALTERATIONS K MANUFACTURER'S SPECIFICATIONS AT ALL K CORNERS OF NEW CONSTRUCTION, WHETHER SHOWN IN DRAWINGS OR NOT PAGE CONTENTS: Pool House Plans APPLICATION NUMBER: L L REVIEWED BY: BJ,RA PROJECT NO. : 24111 SHEET NUMBER Proposed Foundation Plan . 4" - 1 '-�" Prop osed Roof Plan . 1 " — 1 '-O" START DATE: 4 01 02 03 04 05 06 07 08 09 10 1 1 12 13 14 15 SCALE AS NOTED P _ I I i 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 PROPOSED ROOF ASSEMBLY TE CON TRACTOR TO COO RDINA STYLE AND FINISH OF METAL WITH OWNER AND INFORM A ARCHITECT PRIOR TOINSTALLATION. Brian Johnson, Lead Architect CONTRACTOR SHALLLL AINSTALL ROOFING AS PER MANUFACTURER'S SPECIFICATIONS Brian@AmericanaArchitects.com TOP OF RIDGE -- --- --- --- -- - , 516.242.5272 www.AmericanaArchitects.com TOP OF BEAM I O BOX #58 B i { ethpage, NY 11714 , 3 02 I N _ TOP OF BEAM i } : © americ i : I ana architect .c. i : I , p s , i t l I 4 i I TOP OF PLATE HEAD HEIGHT � j � � i � •.• ..••• '••• •.:::• *NOTE TO FRAMER/CONTRACTOR* PROPOSED SIDING REGARDLESS OF ROOF PITCH OR DIMENSIONS SHOWN,THE ACTUAL HEIGHT OF THE HIGHEST ROOF RIDGE SHALL NOT EXCEED SHOU SUGI BAN SIDING BY E I THE MAXIMUM ALLOWABLE HEIGHT ESTABLISHED BY THE TOWN OF SOUTHOLD REQUIREMENTS AND AS NOTED ON THE - "NAKAMOTO FORESTRY-GENDAI ! i l DRAWINGS.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES = W WEATHERING STAINSILVER" TO MAXIMUM HEIGHT E GS I r, 3 I o, EXISTS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD MEASUREMENTS REGARDING THESE HEIGHTS. INSTALLED AS PER MANUFACTURERS 00 SPECIFICATIONS.CONTRACTOR TO i 1 DISCUSS FINISH STAIN/OIL WITH C OWNER TOP OF RIDGE I 3-01 P - - -- -- --- _ _ _ -- C { I i ; _. { i ! � � ' � � °!f� ROp 2 12 ' I I ( X8RQ5 TOP OF CONCRETE FOUNDATION a E 0p �9FTFRS 12 TOP OF BEAM PROPERTY GRADE PROPOSED ROOF ASSEMBLY 12D CONTRACTOR SHALL INSTALL METAL ROOFING PROPOSED BUMP-OUT OVER 3/4"PLYWOOD ROOF SHEATHING AS PERo` 12 N AZEK TRIM TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. REFER TO ROOF Q �� TOP OF BEAM MANUFACTURER'S SPECIFICATIONS: - PLAN FOR ADDITIONAL DETAILS �O 12 FASCIA, BARGE BOARD,SOFFIT, Q C° SHADOW BOARD --- - - ---- -- - - - r r r r r - -- - - - - TOP.OF PLATE-- PROPOSED WINDOW _ 1 - CONTRACTOR SHALL INSTALL ALL p Nor 1 WINDOWS AS PER MANUFACTURER'S OJS � 91, � V _ HEAD HEIGHT SPECIFICATIONS ! I.1J PROPOSED ROOF ASSEMBLY S``� 1C.) CONTRACTOR TO COORDINATE STYLE AND O�``�C� r PROPOSED WALL CONSTRUCTION FINISH OF METAL WITH OWNER AND INFORM "' 2X6STUD WALL @ 16"O.C. ^'� Ell `� — a ARCHITECT PRIOR TO INSTALLATION. ; ry ,• r\ 00 0 :.: :: ::.::.::............. ::............:......:::............:::......::::::::::::::::;:::... "PLYWOOD SHEATHING j CONTRACTOR SHALL INSTALL ROOFING AS '`•"•••• " •�•�••`' ��•����•�`�•::t:����•::'�'�•:'�'••• '•"" "" i PER MANUFACTURER'S SPECIFICATIONS TYVEK HOUSE WRAP SIDING TO MATCH MAIN HOUSE j Q TOP OF RIDGE I PROPERTY GRADE TO CONCRETE FOUNDATIO E s , P - E TOP { ! I i TOP OF BEAM PROP.SLAB,SEE FOUNDATION PROPERTY GRADE PLAN FOR DETAILS - ( NEW FOUNDATION WALL TYPICAL r / - ' 7 FOUNDATION I TOP OF BEAM I I ; #5 REBAR AT 24T ONCENTER ' a NEW 10" PO l i WALL WITH co VERTICAL AND HORIZONTAL EACH WAY. I ! I TOP OF PLATE FOUNDATION WALL ATOP A NEW 26"WIDE X 10"DEEP POURED CONCRETE FOOTING HEAD HEIGHT WITH THREE#5 REBAR CONTINUOUS IN I E f i LONG DIRECTION AND #5 REBAR AT 12" ! ! ! ON CENTER IN SHORT DIRECTION F F THROUGHOUT ENTIRE FOOTING. FOOTING F I n i f TO HAVE KEYWAY FORMED AT POURING ^I� 1 TO RECEIVE FOUNDATION WALL. x CONTRACTOR TO INSTALL 5/8"STEEL ANCHOR BOLT AT 48"ON CENTER (12" l # REVISION DATE MAX. FROM CORNERS) FOUNDATION WALL TO HAVE SHELF TO RECEIVE SLAB. TOP OF CONCRETE FOUNDATIONIlk N� f I ( I I I PROPERTY GRADE i G PROPOSED BUMP-OUT G AZEK TRIM TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS: FASCIA, BARGE BOARD,SOFFIT, SHADOW BOARD �------ ------ ----._.... South : �" = 1 '-0" Section . �" = 1 '-0" 4 H H PROPOSED ROOF ASSEMBLY ;:•::::::....... PROPOSED ROOF ASSEMBLY ::::.::. CONTRACTOR T R INATE STYLE AND T .. ....:::...... .. ....:::•:.•• ...:::::::::::•::::::. ... O COORDINATE S CONTRACTOR TO COORDINATE STYLE AND .....::. :::.�::::::::::::::::...................... :::::::::.�::::::::::::::::::::::. FINISH OF METAL WITH OWNER AND INFORM " FINISH OF METAL WITH OWNER AND INFORM ,<<GF� RC ARCHITECT PRIOR CONTRACTOR SHALL INSTALLINSTALL ROOFING AS CONTRACTOR SSHAL INSTALLATION. ARCHITECT PRIOR LLL INSTALL RTOOFING AS CABANA/POOL HOUSE �ION. ��Q�W' JOH���j� PER MANUFACTURER'S SPECIFICATIONS PER MANUFACTURER'S SPECIFICATIONS 21 A ONE-STORY, GROUND-LEVEL DETACHED ACCESSORY STRUCTURE OR A GROUND-LEVEL PORTION OF AN EXISTING ONE-STORY ACCESSORY STRUCTURE, LOCATED ADJACENT TO _ TOP OF RIDGE - _ _ °��' -_ TOP OF RIDGE AND USED IN CONJUNCTION WITH AN INGROUND SWIMMING POOL. (1) CABANA/POOL HOUSE DESIGN REQUIREMENTS: (a).A CABANA/POOL HOUSE OR ANY PORTION OF AN ACCESSORY STRUCTURE DEDICATED �� 044866 J TOP OF BEAM TOP OF BEAM _ TO SUCH USE SHALL NOT EXCEED 350 SQUARE FEET OF GROSS FLOOR AREA. J qTF OF N i (b.) A CABANA/POOL HOUSE SHALL NOT CONTAIN MORE THAN ONE ROOM OTHER THAN A BATHROOM. N N i I (c.) A CABANA/POOL HOUSE SHALL NOT BE HEATED, NOR SHALL ANY POOL B R IA N JOHNS TOP OF BEAM TOP OF BEAM__ _` _� �_ __ j 19 HOUSE/CABANA CONTAIN A KITCHEN OR BE DESIGNED, EQUIPPED OR USED FOR COOKING OR SLEEPING PURPOSES.A REFRIGERATOR NO GREATER THAN FIVE CUBIC FEET IN CAPACITY REGISTERED ARCHITECT OP OP J-03 . IS PERMITTED TOP OF PLATE _ ___.. -_ _ c. TOP OF_PLATE (d.) INTERIOR PLUMBING FIXTURES SHALL BE LIMITED TO A SINK PLUS ONE BATHROOM - i CONTAINING A TOILET AND SINK. HEAD HEIGHT____ _„____ ______ ____ __ I HEAD HEIGHT_ _ - IOANNOU RESIDENCE Hll - - -- - ------ - -- --- - (e.) CABANA/POOL HOUSES SHALL NOT CONTAIN INDOOR SHOWERS.OUTDOOR SHOWERS ARE PERMITTED. FROPOSED SIDING i PROPOSED SIDING j (f.) ALL PLUMBING FIXTURES SHALL DRAIN TO A SUFFOLK COUNTY HEALTH DEPARTMENT ADDITION 8� INTERIOR ALTERATIONS o. SHOU SUGI BAN SIDING BY -`,, Cn SHOU SUGI BAN SIDING BY APPROVED SANITARY SYSTEM IN A CONFORMING LOCATION. K "NAKAMOTO FORESTRY- GENDAI- ,� "NAKAMOTO FORESTRY-GENDAI- (g.) A BUILDING PERMIT FOR A CABANA/POOL HOUSE SHALL NOT BE ISSUED UNLESS:THERE IS K is 'hv WEATHERING STAIN SILVER" o `ter WEATHERING STAIN SILVER" i AN EXISTING INGROUND POOL WITH A VALID CERTIFICATE OF OCCUPANCY;A BUILDING � o co INSTALLED AS PER MANUFACTURER'S ! o o, co INSTALLED AS PER MANUFACTURER'S i PERMIT,THAT IS STILL VALID, HAS PREVIOUSLY BEEN ISSUED FOR AN INGROUND POOL, OR THE SPECIFICATIONS. CONTRACTOR TO 4 SPECIFICATIONS.CONTRACTOR TO BUILDING PERMIT FOR THE CABANA/POOL HOUSE IS BEING ISSUED SIMULTANEOUSLY WITH PAGE CONTENTS: DISCUSS FINISH STAIN/OIL WITH f DISCUSS FINISH STAIN/OIL WITH ± THE ISSUANCE OF A BUILDING PERMIT FOR AN INGROUND POOL.NO CERTIFICATE OF f`' " OWNER I OWNER OCCUPANCY FOR A CABANA/POOL HOUSE SHALL BE ISSUED UNLESS THERE IS AN EXISTING INGROUND POOL WITH A CERTIFICATE OF OCCUPANCY OR A CERTIFICATE OF OCCUPANCY Pool House Elevations I FOR AN INGROUND POOL IS BEING ISSUED AT THE SAME TIME AS A CERTIFICATE OF TOP OF CONCRETE FOUNDATION i I TOP OF CONCRETE FOUNDATION �_ _ I i IBM1 OCCUPANCY FOR A CABANA/POOL HOUSE. _ — APPLICATION NUMBER: PROPERTY GRADE PROPERTY GRADE , -. _ - PROPOSED BUMP-OUT PROPOSED PRIVACY SLATS L AZEK TRIM TO BE INSTALLED AS PER CONTRACTOR TO INSTALL WOOD SLATS ! L REVIEWED BY: BJ,RA MANUFACTURER'S SPECIFICATIONS: ,.._, } TO MATCH"NAKAMOTO FORESTRY- _-_- I � I FASCIA, BARGE BOARD,SOFFIT, GENDAI-WEATHERING STAIN SILVER" t SHADOW BOARD INSTALLED AS PER MANUFACTURER'S - PROJECT NO. : 24111 SHEET NUMBER SPECIFICATIONS.CONTRACTOR TO t 1 West. 111 — 1-Orr DISCUSS FINISH STAIN/OIL WITH OWNER East. START DATE: 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 SCALE AS NOTED i 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 NEW YORK STATE RESIDENTIAL CODE 2020 - SWIMMING POOL, SPAS, AND HOT TUB REQUIREMENTS: SECTION R326 SECTION R326 CONTINUED SECTION R326 SWIMMING POOLS,SPAS AND HOT TUBS SWIMMING POOLS,SPAS AND HOT TUBS L Brian Johnson, Lead Architect [NYI R326.1 General.The provisions of this section shall control the design and construction as well as substantial modification of swimming pools,spas and hot tubs installed in or on the lot of dwellings regulated under this code. R326.4.2.4 Widely spaced horizontal members. Where the barrier is composed of horizontal and I> Brian@AmericanaArchitects.com Detached one and two-family dwellings classified as Group R-3 are constructed under the Building Code of New York vertical members and the distance between the tops of the horizontal members is 45 inches (1143 mm) or 516.242.5272 State. more,spacing between vertical members shall be not greater than 4 inches (102 mm). Where there are Exception:Communal pools for the shared use of multiple townhouse units shall be regulated by the Building decorative cutouts within vertical members,spacing within the cutouts shall be not greater than 13/4 inches (44 mm) in www.AmericanaArchifects.com Code of New York State. width. PO BOX #58 Bethpage, NY 11714 4. [NY] R326.1.1 Compliance with other sections. Swimming pools,spas and hot tubs shall comply with this R326.4.2.5 Chain link dimensions.Maximum mesh size for chain link fences shall be a 21/4 inch section and other applicable sections of this code.The requirements of this section and of the other applicable (57mm) square, unless the fence has vertical slats fastened at the top or the bottom which reduce the openings to not more than 13/4 inches 44 mm). sections of this code shall be in addition to, and not in replacement of or substitution for, the requirements of other ( B applicable federal,state and local laws and regulations, including, but not nec ess arily lim ited to the requirements of B a mericana architect .c. Section 6003 (Federal swimming pool andspa drain cover standard) of Title 15 of the United States Code (CPSC 15 R326.4.2.6 Diagonal members.Where the barrier is composed of diagonal members, the maximum p USC 8003),where applicable. opening formed by the diagonal members shall not be greater than 13/4 inches (44 mm). ! [NY] R326.2 Definitions. For the purpose of these requirements, the terms used shall be defined as follows and as set R326.4.2.7 Gates.Gates shall comply with the requirements of Sections R326.4.2.1 through R326.4.2.6, and with the r forth in Chapter 2. following requirements: BARRIER,PERMANENT. A fence, the walls of a permanent structure, any other structure or combination R326.4.2.7.1 Self-closing and opening configuration.All gates shall be self-closing.In addition, if the gate is a pedestrian thereof which completely surrounds the swimming pool and sufficiently access gate, the gate shall open outward, awayfrom the pool. obstructs access to the swimming pool. R326.4.2.7.2 Latching.All gates shall be self-latching,with the latch handle located within the enclosure (i.e., on the pool BARRIER,TEMPORARY. An approved temporary fence, permanent fence, the walls of a permanent structure, side of the enclosure) and at least 40 inches (1016 mm) above grade.In addition, if the latch handle is located less than any other structure, or any combination thereof that sufficiently prevents access to the swimming pool by any 54 inches (1372 mm) from grade, the latch handle shall be located at least 3 inches (76 mm) below the top of the gate, person not engaged in the installation or construction of the swimming and neither the gate nor the barrier shall have any opening greater than0.5 inch (12.7 mm) within 18 inches (457 mm) of F C pool during its installation or construction. the latch handle. HOTTUB. See "Spa." R326.4.2.7.3 Locking.All gates shall be securely lockedwith a key, combination or other child-proof lock sufficient to prevent access to the swimming pool through such gate when the swimming pool is not in use or supervised. RESIDENTIAL. That which Is situated on the premises of dwellings regulated under this code, and detached dwellings classified as R-3 and constructed under the Building Code of New York State. R326.4.2.8 Dwelling wall as barrier.A wall or walls of a dwelling may serve as part of the barrier, provided that the wall or walls meet the applicable barrier requirements of Sections R326.4.2.1 through SPA. A portable or non-portable structure intended for recreational or therapeutic bathing, in which all controls, R326.4.2.6, and one of the following conditions shall be met: water heating and water-circulating equipment are an integral part of the product.Spas are shallow in depth l and are not designed for swimming or diving. 1.) a.) Doors with direct access to the pool through that wall shall be equipped with an alarm that produces an audible warning when the door and/or its screen, if present, are opened.The alarm shall be listed in t-- D SUBSTANTIAL DAMAGE. For the purpose of determining compliance with the pool alarm provisions of this ;; ' accordance with UL 2017.The audible alarm shall activate within 7 seconds and sound continuouslyfor a d section, damage of any origin sustained by a swimming pool,whereby the cost of restoring the swimming pool minimum of 30 seconds after the door and/or its screen, If present, are opened and are capable of being W to its before-damaged condition would equal or exceed 50 percent of the market value of the swimming pool heard throughout the house during normal household activities.The alarm shall automatically reset under all before the damage occurred. conditions.The alarm system shall be equipped with a manual means,such as touch pad orswitch, to temporarily deactivate the alarm for a single opening. Deactivation shall last for not more than 15 seconds; SUBSTANTIAL MODIFICATION. For the purpose of determining compliance with the pool alarm provisions and of this section, any repair, alteration,addition or improvement of a swimming pool, the cost of which equals or b.) Operable windows in the wall or walls used as a barrier shall have a latching device located no less than 48 V exceeds 50 percent of the market value of the swimming pool before the improvement or repair is started.If a Inches above the floor. Openings in operable windows shall not allow a 4-inch- diameter (102 mm) sphere to swimming pool has sustained substantial damage, any repairs are considered substantial modification x. pass through the opening when the window is in its largest opened position; { regardless of the actual repairwork performed. and c.) Where the dwelling is wholly contained within the pool barrier or enclosure, alarms shall be provided at every SUCTION OUTLET.A fitting,fitting assembly, cover/grate,sump, and related components that provide a doorwith direct access to the pool; or E localized low-pressure area for the transfer of water from a swimming pool. 2.) Other approved means of protection,such as self-closing with self-latching devices,so long as the degree of protection afforded Is not less than the protection afforded by Item 1 described above. E SWIMMING POOL.Anystructure,basin, chamber or tank which is intended for swimming, diving, recreational bathing or wading and which contains, is designed to contain, or Is capable of containing water more than 24 R326.4.2.8.1 Alarm deactivation switch location. Where an alarm is provided, the deactivation switch shall be inches (610 mm) deep at anypoint.This includes irrground, above-ground and on-ground pools,indoor pools, hot located 54 inches (1372 mm) or more above the threshold of the door.In dwellings required to be Accessible units, i tubs,spas, and wading pools. Type A units, or Type B units, the deactivation switch shall be located 48 inches (1219 mm) above the threshold of , the door. SWIMMING POOL,INDOOR.A swimming pool which is totally contained within a structure and surrounded pool round R326.4.2.9 Pool structure as barrier. Where an above- structure s used as a barrier, or where the barrier is m on all four sides by the walls of the enclosing structure. g p ^i mounted on top of the pool structure, the structure shall be designed and constructed in compliance with j SWIMMING POOL,OUTDOOR. Anyswimming pool which is not an indoor pool. ANSI/APSP/ICC 4 and meet the applicable barrier requirements of Sections 326.4.2.1 through R326.4.2.6. Where the means of access is a ladder or steps, one of the following conditions shall be met: [NY] R326.3 Compliance with other standards. 1.) The ladder orsteps shall be capable of being secured, locked or removed to prevent access. When the F ladder orsteps are secured, locked or removed, anyopeninD created shall not allow the passage of a 4- F R326.3.1 In-ground pools. In-ground pools shall be designed and constructed in conformance with inch-diameter (102 mm) sphere;or ANSI/APSP/ICC 5 (American National Standard for Residential In-ground Swimming Pools,2011). 2.) The ladder or steps shall be surrounded by a barrier which meets the requirements of Sections R326.4.2.1 through R326.4.2.8. R326.3.2 Above-ground and on-ground pools.Above-ground and on-ground pools shall be designed and constructed in conformance with A NS I/A PSP/IC C 4 (American National Standard for Above-ground/On-ground R326.4.3 Indoor swimming pool. Walls surrounding an indoor swimming poolshall comply with Section R326.4.2.6. "'` # REVISION DATE Residential Swimming Pools,2012). R326.4.4 Prohibited locations. Barriers shall be located so as to prohibit permanent structures, equipment or similar objects R326.3.3 Permanently installed spas and hot tubs. Permanently installed spas and hot tubs shall be from being used to climb the barrier. . designed and cor-structed in conformance with ANSI/APSP/ICC 3 (American National Standard for Permanently R326.5 Entrapment r " Installed Residential Spas and Swim Spas,201d). protection swimming pool and spa suction outlets,Suction outlets shall be designed to produce circulation throughout the pool or spa.Single-outlet systems,such as automatic vacuum cleaner systems, or rt R326.3.4 Portable spas and hot tubs.Portable spas and hot tubs shall be designed and constructed in multiple suction outlets,whether isolated byvatves or otherwise,shall be protected against user entrapment. conformance with ANSI/APSP/ICC 6 (American National Standard for Residential Portable Spas and Swim Spas, R326.5.1 Comp►iance.Suction outlets shall be designed and installed in accordance with the requirements of `n ADDITIONAL NOTES 2013). CPSC 15 USC 6003 and ANSI/APSP/ICC 7,where applicable. ALL MANUFACTURED ITEMS AND CONSTRUCTION SHALL COMPLY WITH BOTH 2O20 RESIDENTIAL CODE OF NEW YORK STATE [NY] R326.4 Barriers, application.The provisions of this section shall control the design of barriers for swimming R326.6 Suction outlets.Suction outlets shall be designed to produce circulation throughout the pool or spa. AND LOCAL ZONING REQUIREMENTS pools,spas and hot tubs.These design controls are intended to provide protection against potential drowning and near Single-outlet systems,such as automatic vacuum cleaner systems, or multiple suction outlets,whether isolated by valves , drowning bysufficiently preventing access to swimming pools,spas and hot tubs by persons outside the property, or otherwise,shall be protected against user entrapment. THE ENERGY CONSUMPTION OF POOLS AND PERMANENT SPAS SHALL BE IN ACCORDANCE WITH SECTIONS N 1103.10.1 persons within the dwelling, and persons in other parts of the property not contained within the pool enclosure. R326.6.1 Compliance alternative.Suction outlets may be designed and installed in accordance with ANSI/ THROUGH N 1103.10.3 ] APSP/ICC 7. R326.4.1 Temporary barriers.An outdoor swimming poolshall be surrounded by a temporary barrier THE ELECTRIC POWER TO HEATERS SHALL BE CONTROLLED BY A READILY ACCESSIBLE ON-OFF SWITC H THAT IS AN INTEGRAL during installation or construction that shall remain in place until a permanent barrier in compliance with Section R326.6.2 Suction fittings. Pool and spa suction outlets shall have a cover that conforms to ANSI/ASME A 112.19.8, or an 18 i PART OF THE HEATER MOUNTED ON THE EXTERIOR OF THE HEATER, OR EXTERNAL TO AND WITHIN 3 FEET (914MM) OF THE R326.4.2 is provided. inch by23 inch (457 mm by584 mm) drain grate or larger, or an approved channel drain system. r'' HEATER. OPERATION OF SUCH SWITCH SHALL NOT CHANGE THESETTING OF THE THERMOSTAT. SUCH SWITCHES SHALL BE IN Exception:Surface skimmers. ADDITION TO THE CIRCUIT BREAKER FOR THE POWER TO THE HEATER. H Exceptions: H R326.6.3 Atmospheric vacuum reliefs q p g p TIME SWITCHES OR OTHER CONTROL METHODS THAT CAN AUTOMATICALLY TURN OFF AND ON ACCORDING TO A PRESET 1.Abovc-ground or on-ground pools where the poolstructure constitutes a barrier in compliance with ystem re aired. Pool ands a sin le or multi le-outlet circulation Section R326.4.2.9. systems shall be equipped with atmospheric vacuum relief should grate covers located therein become missing or SCHEDULE SHALL BE INSTALLED FOR HEATERS AND PUMP MOTORS. ' 2.Spas or hot tubs with a safety cover which complies with ASTM F1346, provided that such safety cover broken.This vacuum relief system shall include at least one approved or engineered method of the type specified is in place during the period of installation or construction of such hot tub or spa.The temporary removal herein, as follows: , OUTDOOR HEATED POOLS AND OUTDOOR PERMANENT SPAS S HALL BE PROVIDED WITH A VAPOR-RETARDANT COVER OR D of asofety cover as required to facilitate the installation or construction of a hot tub of a hot tub or spa 1.) Safe ty vac uum release system conforming to ASME A112.19.17; or ,.. OTHER APPROVED VAPOR-RETARDANT MEANS. during periods when at least one person engaged in the installation or construction is presents 2.) An approved gravitydrainage system. :: C'1 permitted. �.. .t R326.6.4 Dual drain separation.Single or multiple pump circulation systems have a minimum of two suction outlets of the R326.4.1.1 Height.The top of the temporary barrier shall be at least 48 inches (1219 mm) above grade approved type.A minimum horizontal orvertical distance of 3 feet (914 mm) shall separate the outlets.These suction ! �/ measured on the side of the barrier which faces awayfrom the swimming pool. outlets shall be piped so that water is drawn through them simultaneously through a vacuum relief- protected line to the EXCAVATION NOTES pump or pumps. R326.d.1.2 Replacement by a permanent barrier.A temporary barrier shall be replaced by a THE CONTRACTOR SHALL EXCAVATE ALL MATERIALS WITHIN THE LIMITS OF THE WORK AREA SPECIFIED, INCLUDING 480 � J complying permanent barrier within either of the following periods: R326.6.5 Pool cleaner fittings. Where provided,vacuum or pressure cleaner fitting(s) shall be located in an accessible a MATERIALS THAT MAY COMPROMISE THE INTEGRITY OF THE SURROUNDING SOIL. J OF N� 1.90 days of the date of issuance of the Building Permit for the installation or construction of the position(s) at least 6 inches (152 mm) and not more than 12 inches (305 mm) below the minimum operational water level 4 or as an attachment to the skimmer . THE CONTRACTOR SHALL COORDINATE ALL EXCAVATION IN A SEQUENCE THAT WILL PROVIDE PROPER SITE DRAINAGE AT IA N JOHNS swimming pool; or (s) 2.90 days of the date of commencement of the installation or construction of the swimming pool. u ALL TIMES AND NOT CREATE UNDUE RUN-OFF CONDITIONS. R326.7 Swimming pool and spa alarms, applicability.A swimming pool orspa installed,constructed or substantially R326.4.1.2.1 Replacement extension.Subject to the approval of the building official, the time modified after December 14,2006,shall be equipped with an approved pool alarm. Pool alarms shall complywith ASTM THE CONTRACTOR SHALL SHORE AND BRACE EXCAVATED AREAS AS REQUIRED TO COMPLETE PROJECT. REGISTERED ARCHITECT period for completion of the permanent barrier may be extended for good cause,including, but not F2208 (Standard Specification for Pool Alarms), and shall be installed, used and maintained in accordance with the THE CONTRACTOR SHALL TAKE GREAT CARE IN EXCAVATION OF FOOTINGS AND FOUNDATIONS NOT TO DISTURB THE manufacturer's instructions and this section. limited #o, adverse weather conditions delaying construction. Exceptions: BOTTOM OF THE EXCAVATION. CONTACT ARCHITECT IF BOTTOM IS DISTURBED BEFORE PROCEEDING. R326.4.2 Permanent barriers.Swimming pools shall be completely enclosed bya permanent barrier complying with 1.) A hot tub or spa equipped with a safety cover which complies with ASTM F1346. _ IOA N N O U RESIDENCE Sections R326.4.2.1 through R326.4.2.6. 2.) A swimming pool (other than a hot tub orspa) equipped with an automatic power safety cover which THE CONTRACTOR SHALL EXCAVATE TO THE DEPTH NOTED IN THE PLANS. IN THE EVENT THAT UPON EXCAVATING THE SOIL complies with ASTM F1346. AT THE BOTTOM OF THE EXCAVATION IS NOT ADEQUATE FOR BEARING,THE CONTRACTOR CONTACT THE ARCHITECT F.t ADDITION &INTERIOR ALTERATIONS K R326.4.2.1 Barrier height and clearances.The top of the barrier shall be no less than48 inches (1219 mm) IMMEDIATELY BEFORE PROCEEDING. above grade measured on the side of the barrier that faces awayfrom the swimming pool.The vertical R326.7.1 Multiple alarms.A pool alarm must be capable of detecting entry into the water at any point on the surface of K clearance between grade and the bottom of the barrier shall not be greater than 2 inches (51 mm) the swimming pool.If necessary to provide detection capability at every point on the surface of the swimming pool, more THE BOTTOM OF THE FOOTINGS SHALL BE INSPECTED BY THE BUILDING DEPARTMENT PRIOR TO POURING measured on the side of the barrier that faces awayfrom the swimming pool. Where the top of the pool than one pool alarm shall be provided. PAGE CONTENTS: structure is above grade, the barrier may be at ground level, or mounted on top of the pool structure. Where the barrier is mounted on top of the pool structure, the barrier shall co imply with Sections R326.4.2.2 and R326.7.2 Alarm activation. Pool alarms shall activate upon detecting entry into the water and shall sound poolside and • s R326.4.2.3. inside the dwelling. PRIOR TO ANY EXCAVATION, THE Pool Notes R326.4.2.2 Solid barrier surfaces.Solid barriers which do not have openings shall not contain R326.7.3 Prohibited alarms.The use of personal immersion alarms shall not be construed as compliance with this section. indentations or protrusions except far normal construction tolerances and tooled masonry joints. Y CONTRACTOR SHALL CONTACT V I N AC APPLICATION NUMBER: R326.4.2.3 Closetyspaced horizontal members. Where the barrier is composed of horizontal and .a :. ACCORDANCE vertical members and the distance between the fops of the horizontal members is less than 45 inches " L (1143 mm) the horizontal members shall be located on the swimming pool side of the fence.Spacing y NYC R R PART 753 - PROTECTION L REVIEWED BY: BJ,RA between verticalmcmbers shall not exceed 13/4 inches (44 mm) in width. Where there are decorative cutouts • ' within vertical members,spacing within the cutouts shall be not greater than 13/4 inches (44 mm) in width. F UNDERGROUND FACILITIES PROJECT NO. :24111 SHEET NUMBER Y . .... i -777 7 �` 1 l r START ART DATE: 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 SCALE AS NOTED