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HomeMy WebLinkAbout51707-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oo I0 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#: 51707 Date: 03/05/2025 Permission is hereby granted to:. 60095 Roxbury LLC 105 High Farms Rd Glen Head, NY 11545 To: Legalize "as built"interior alterationsto an existing single-family dwelling as applied for to include two additional bathrooms and a wall removal. Additional certification may be required. Premises Located at: 64380 CR 48, Greenport, NY 11944 SCTM#40.-3-4 Pursuant to application dated 01/24/2025 and approved by the Building Inspector. To expire on 03/05/2027. Contractors: Required Inspections: Fees: As Built Alteration $560.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $660.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT 1411 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 ht,j a :/ ?w a ri111o1c t ary n ,2 Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 51 0 D'7 Building Inspector. � JAN 2 2025 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an .. Owner's Authorization form(Page 2)shall be completed. Date: OI-Z Z-0-<- OWNERS)OF PROPERTY: Name: (,=-s koxby Q, LLC_ SCTM#1000- L4 C1 _ _0 t Project Address: �(-1QO �(Z Lis o �� �(POR I Phone#: 91 r7_ (,i,Z _ S LN:3 Email: -� t� f AC-lPk P l` M-ISN o co ice. Mailing Address: 105 H t H FM,'t,16. `j 4 LF-14 Hr—Xb ( � CONTACT PERSON: Name: ::lb-SE PA Q.I(:4,KFR Mailing Address: I C �z \4 j N R,t ,tS F—M AK J Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name: � d )�fz�t .(�( (�SS�Cs, L-,LL Mailing Address: Z6J d .� r j� L,f�( St3�,f f �tU(sh, �( t♦ �(7 j Phone#: C®3 ( " l O 94 Email: �S_G A.d '�( ty a �3 F-tjF_T- CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: L*Other I M-1 a/LL0 LA k)J T- 0 GAS bwf1 Wil 11 l the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes IDNo 1 PROPERTY INFORMATION Existing use of property: Sf"i �� ` Intended use of property: �e*,;,.� FA MA, L Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RESktw- ;%A�-- f--q6 I 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 IS 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 210AS of the New York State Penal Law. Application Submitted By(print na e): l IN 6 IgAuthorized Agent El Owner Signature of Applicant: �/ Date:01 - a a- a,5 STATE OF NEW YORK) SS: COUNTY OF -5�)9F0LAC- ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the A r IA 1 (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 d 20 1 -� day of �1 Cl,r1 U C.1,1`V , o�J� .ry Public T%'i^CY L. OV'JYER NOTARY Pili7LIC,STATE OF NEW YORK PROPER ry OWNER, Au nioRIZATION NO.01 `"""""" 1'':FOLK 1:OUN—Y (Where the applicant is not the owner) COM14F s ON El"IRi-S Jljhe.10,2n� 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 Building Department ARglicafion AUTHORIZATION (Wherc the Applicant is not the Owner) (Print property o. ner's nanw) (Mailinu Address) (CAC � &xj O-f m-,Cdo hereby authorize (Auent) to app Iy on my behalfto the Southold BUIlding Department, k ((Y �,",IS TL"ni attire) l ")ate) (Print Owmers Name) " APPROVED AS NOTED DATE. .5. 5 B.P r7 C L'NEW YORK STATE&T CODES OF CODES F&,.,LL)-6 0 V REOUI ED AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT SWMTNZM 631-765-1802 8AM TO 4PM FOR THE WWWRANGme FOLLOWING INSPECTIONS: wwwmm FOUNDATION-TWO REQUIRED MUM FOR POUR ED CO NCRETE NC R ETE ROUGH-FRAMING&PLUMBING goo INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR CA- ALL CONSTRUCTION SHALL MMT V REOUIREmENTS OF THE CODES OF NEW ELECTRICAL YORK STATE. NOT RESPONSIBLE FOR INSPECTION REQUIRED DESIGN OR CONSTRUCTION ERRORS Additional Certification May Be Required. PLUMBING ALL PLUMBING WASTE WADER LIKES NEED ST!NG BEFORE COVERING PLUMBERERTIFIC, TI ' ON LEAD TENT EFC I",', CERTIFICATE OCCU'P ,NC"b SOLDER USED IN TE SYSTEMSUPPLY T EXCEED 1 % LEAD. GENERAL NOTES: SALTY NOTES RESIDENTfAL RENOVATION S GONSTFRiGTION CONTRACTOR N 0 T E S -° T. f ro�DowuTm WAN ME �urxan.raa Tame TOm RE9DmiML�a N�A.eMe m a sPF ra.,MNx,oaa an oNx aaA.mal xae m a Deual®Fx/taan a x taYt. txw mat AND REauuTaru a#L DT1En AGf1tES NpvIG auxsdaaN. - GENERAL NOTES: `a`m` pFrzti��>�yA�ryq;�p 2.A alnduM roatl NaW M M amwtlaw M11t Dm rw0ood aftlfa AiwNaaUo�m M raeJ mabYCNm-latest eatlon A ALL SlAtdaN w1Da15 iMFIR41 AdE SIDLED R AE 511E Ott NR AREA�1NE BUWPNC AAE ro�SRNm N A 1�EfYH.UP.J1U}T[kAtt+AanAtaA DL 1.CODE DiNNEW YOPK,FIRE De'rlAd£M NHR AND AEglUTIdS.U�IItM REONltFNWNS.MID TtE T i S ttd�Na.d,eOWs rt4d M M aaoNoma MM 1M eP�ffib mEe. - .Iwo PPICRCR. B.IDONR AAFA A.Plsamaafacm�aG ta..., c.Au wtERYis ro a sTaxD x Av amour FAaad! z. 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PRaECTamdasvwnx gMNRAN9DRRPLBSIOTEENE81Ci,AP31T1E SCTWW TvooeDu3-oa agent i aeN rs.tea ei:mA�+ FB Pm'EORENexrew aeReDFTt�mmE�tarmaEVATweaamlcnoxemEatEvemNx OF NEW Y R STATE pillEtiN NEOUWF11B118 A4 PER�NESIQFttRpL WOES OF NEW Yd'BC STATE ANT tfm:tnx Ai/NY fort Awa M ta. a=tf rcaar t�,t mt� ^y°�,u�s.aa amA pg WF.8�74E(dgppypEgiON WffERDE F�Ql11�TIHiB AS PER 10E0 ENFAOY GENERAL NOTES saac» Nu eAx x N+Acwaa aNtns�Aro PNu "�..x„w,F rr a i..� aof Nma.a a vw+Y NSEFNATIONCOSTRIX11014 WOE OF NEW YORK STATE WW ECClY M,BASED F—SN-ns tY' u W wmr Aa�ENur yarn Aamr#tma v FIE .w Ycawst Na tam Nm x Astiir@ D,:}T'+aE Nmts ON THE EWgH OF THE INfERELiTWN41 QlEfltiY WtSEIiYATgN CODE ANDrAcrxna NA ASHRAE RAE M 30.i-SDTB ��arfai®awsc,wtaAwNre 'WMM_a V m�.wmAac a�AcaeonanatNaNa A. as.v ® .,te.r _ na �eia�ea�maWLu NWfB«eMaaa.A>ee.aaat NOTE INACCO OANCEWUNABLEPA AI)FAfEtUtE)NTPpTTENSOE2D2DRMDe srmtAtE�oat€ta�uAE �aWar�B�ca®a Ya ewE AYiLw Aatm WmF�tatmmff as Assn an wm u TOOEWpENYORKEWfMTASlEf 28(i)FA3T87NO SCI�UIEOFTIE> ONESIDEtRWL a f�eamlaale eN>a warns aWE EH+aan mama reE ter: Ness WOE�NEWYoiK '�$' naW>a - ua � slae�u dra mN mmt n as Mw as.mr tw as twlss aotlw avn ��,a>.e....a.a.. .ate . a�a t 8 - - mR �P�as aw.t iE . m m .a-ia,r _ *• - t.��Y am.u-0 mn�Dtr Y�`,c tp1wv°T tw"im � amTAtA A x�YF� Awat G1 a . Aa t>Yw A� �m ama.N Y sloA StdPSO,t STRONG TIE CONNECTORS SPECIFIED FOR CONSTRUCTION - ,� MTS20 LTS20 Z It ` kx Y Y� # �•Y #� # - SP4 # — -- MONN LFTA LSTA21 AiWA>�u.G Ae�fW DETAIL"K" =xA.+r "*w..,xm.x+o•a..,t .a aetn '�f01iu DETAIL"E" A� Nt �+eoedEN� £qwi mxer TN(E-UP WASHER sp¢dPlad h e b ■IlBI Ai NAvi dR N9oi iE -oh end sA�p on stran9-T� 5.,., B7E Ni}Htt O'�B1SFSlt ffiB� CS16 T[r•>: ABB/Q28tB[X}.4 RA6SIXSi� DETAIL"H' t vmBVR>reB o�Or . s tagiad5rbp d+[mt edti/e it�a "` m `ae[ [ MILS algid[m . .aa® e . Osabe4 �4� %�d vdnWsttR uta}a.d<pr bao � wAc ra[s aaa�vm fi4m SYHi STAI£ SInpson Strong-Tie 8` iN6[ivCRi:ii LN.oS lNLRNe D .W eM>e lam'4EALL F4 �m me LUS46 TE WASHER tMB; t tom u nn Jaet HEEA mar u•;amc a[�a � awPn Y1R rsua DETAIL'T' PATA Tar a DETAIL T' Cow RUT SIMH ON m a4.v Ac or i u�c ae TAIQ-UP WASHER ttSat . �Hi X4WfA� W NEW rauax�srumrm.. eusanm s<s[et m>f[teArA1>0!¢a a[ �NTSl6 TKS wC€uo a[tAxams ra%zt wm[ �II'ffi;o €xasum CE9[f'a usm W muacn[t w}R NTSIb FB2A SP4 Wm a anuam v SP< _ "AHa{aR eels t}Ac Bxa F c«aoxoc vuuu �w LSTA21 stron9�ne I' :} um>m wR are-z�ao�. LSTA21 HUS210-2 Ai&m rAtaT muLwas{A+s-sxaa7 A xp vruoAmm%�iw�smvciwea�@ec+or} Esv � o DETAIL"A" CIAMPA DETAIL DETAIL"G" DETAIL"7° SI Strong-Tie DETAIL V' RESIDENCE Rt7D SYSTEM tfTA II strappkv bwa owaear a BuiuT r xm avpuunors NORTH ROAD(CR 48) LSTA30 .ui axars¢m e€c dtaa Ai nEa nE WRI gips rt[m WAIF tam mAtm pCPPER 9t@lfs 1 minis [ei ar rkaon,�nuE-T_+n,z+a _to GREENPORT,NY 11944 -e•ase wn:r w«toe gym.ee. R 'r-a'PFFF PC�t.&ax 329 m.2 ae 'it BCTMk 1000404944 o3P L% t'-?RID iSt x 1C M�sEa wn ee wuca R LIN WARE=NA[9t SIMPSON WINDLOAD LTP4 Y-A 9 R 9 c NO INCREASE IN ROOF CHARTS&CALCULATIONS LTP4 A, AREA THEREFORE !STRONG-TIE DETAILS! DETAIL"C° '""•"`" R=Y RWAIL=.17It NO ORYWELLS ARE PLUMBING DIAGRAM Sinpsan Strong-Tie c,tauF.=tA REQUIRED. AND Floor-to-Floor connections Y=RA t 1 r.1IM NA CF. ALL RUN-OFF IS ROOF RUN-OFF CALC. Im 1}e«ait RA IlE75 ilAHCAL Ff.fFf=RA VT. ae[,.ea[.e[a¢a[aa [AL CONTAINED ON SITE �6S1BMYSE[a1®aFS[ Wn— ITi 4 qA FOOl5-S'OB•P=XA tlF. es�+rarrzia �+aru ALL SBAPBIXI WNefl6 EU4E BEFFI CFRIIFlEO eY AN QldNEIIt ro Ha4£A C}PAtAT'f Flear-*a ('nwctl�ry = ram. OR OF ml To OR AWKSR TWR THE OEROREAYOUHf G1LpAATm�EA caste NAJYl3 NJt11CY Ff.1 Fi=NAVE. = i r ME(4X OIA PU a'RIP=M YF. „. NO SUBSTITUTMNS ,••^^'^ AXIS AI BE FLU Qi(11.111 Ail Crae.h0 hardeare Sham on tlmsa pans, HOLM AND/M 11M @ R PM TO u,aess otHer.+sc a+ oted,is sx�.an str« - No[.,,H Vons era appraeed ar aa#mrizea _ Ria.(IjAM RE�'IFtE FRRIEEF B to the rwntian N05 ac erorsts haraaare to [ �>ff aTtC.•- PqI.WNWIYM OF 7A FEET FROM SMPOC the other conpararets of ttre str�+cGre,any 4E"a • 6TSIEit NQ YN OF ID FHT FROM FUI7NlBOX}. c} 3 J• ) eW[ hard.are sWst3tutbrs.Et render these II mat nna .and.d1 reewt h the eu-taeaerrcm,trcct« - - '� a an« w� xlarrRs oati4F name resFoof"#rei e.,-e syat '°in' NBa PMM 6 w BE RR®n. ` ; '1 SSA f PLG`i`;BIAfG RISER DILaG r'�C�-TS? F A IRTRE POOL 560 S L9D AROU BE eSal4 �' GZ KISS iRTt Ma PKPOff=OF➢E ROOF SMALL EE MEW TO EACH POOL a =� Unfinished Basement Unfinished Storage Basement Room I Screened Porch ' 'c Foundation 0 Unfinished Basement c MM) Util� Room CIAMPA Oil RESIDENCE Unfinished Tank NORTH ROAD(CR 48) GREENPORT,NY 11W Basement SCTMN 100040-03-M low EXISTING FOUNDATION PLAN mf Pr -j 12'- '-111{5' � � i't r 30'-t `'yiasazs } EX. FOUNDATION PLAN A101 Scale: 0 5 10 20 30 40 50 � 3D'-lam 2830 2868 Ter . Gloss 2844 W D 7�—, N� Ci Laundry _ . I Bath "F, tlt Ne P�1 kwim+�k+fiim. I Room ,tt � Bedroom 74.54 SgFt CI s 47 4040 4040 2830 - Screen Screen 2868 26 Kitchen [ 266 F3 Screened Porch N ——Vb-fl-IZemoved $ -4W 2-}�s - 8. Living Room . °N Dining Room .r) 4040 4040 CIAMPA Screen Screen N; RESIDENCE ? m _ NORTH ROAD(CR 48) _ GREENPORT:NY 11W 1 SCTM#1000-40-0344 � O Foyer 3068 T.O. 2844 2844 2044 4244 2044 EXISTING FIRST FLOOR PLAN �i 8 7- 1-tU e L f - f 11 EX. FIRST FLOOR PLAN 0:�,U�4 � I 1 A102 Scale: 0 5 10 20 30 40 50 MUM Amx pla-M ��ftlm dmw&oAm Shower Added 7 3 28 .38 ------2838-- EC'fi568J' [:�j cl 48 2668 7 New Bath -2 Ex. Bedroom 7 132.35 SqFt t. Ex. Bedroom 113.85 SqFt CI RESIDENCE NORTH ROAD(CR 48) GREENPORT,NY 11%44 SCTW 1000-4043-04 2838 �-j 2838 EXISTING SECOND FLOOR PLAN 10-f N 6.81)w V Lf EX. SECOND FLOOR Al 03 Scale: 5 10 20 30 40 50 T (n y N T (n D (7 m z o ym Co�C %0 I O O G, p WORN � o O i cn c oamAb tO N = c� a oa m'za o Z p m as r —� r z oii000"� \ 0 { 0 O �QyOmn p �-C o ?i�xAi2 z z o I� � Zl y y R7 b O O Z41 o M IATimo Ca O Ill 0 AA zlgo j M„oZ,Laoot.. -- n �oxm�oo o — co \ 'n Rl o O _ O a v��O�yti� N c ,9tr g6Z/ //— \ �� � o O 8�O A m r�l i oo r 'Alf v � wm �a2 v C O [� D'n nt C !+�00 M A ro.3 Sq OJT 9 o m x N o Ind to, o �zas Z \� w r_°p 4 —o o`�' m ,a`{ o n'n -- - �OZ 56 g�$7,S Aj3�Ii z.. S N ca '-'p p rn mawe—�� T m e c 'n 0 von Ran Za < m Z m cGo a'G O u aoa z^�o 1y2�� U7 O tog SMS <m10 0 Z O mac aoa IO�Ap,vri X y�m Ong ��O�O r 0 Se z p-G A o qQQ o�a ao cn < 102 601 r C) � C a'� 2rn� I �Oy m K P'rn p r�ym 20'Oi A2 I X ty m Y m y n< zjyy i ocR'n m� m2 2a o-c i v yo t v� A 1 GENERAL NOTES: SAFETY NOTES:RESIDENTIAL RENOVATION&CONSTRUCTION CONTRACTOR N 0 T E S General Notes: !! I "MM woad: 1. fiMMAk- ALL WORK TO BE COLLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD.NEW YORK.2020 RESIDENTIAL CODE OF _GENERAL NOTES: 1. An studs to be EPF/2 or better,and aU other etruduroT rood to be Douglas Flr/Larch}2 or batter, NEW YORK,AND REGULATIONS OF ALL OTHER AGENCI S HAVING JURISDICTION. 2. All structural road°hall be In accordance with the national design speolRclons,for wood cored ueUon-lated edRbn. . -.ALL WORT(SWILL CONFORM EP THE NT RUEYETOS OF UL TOWN OF StwCOMPA SUFFDUI COUNtt.NEW PORK,ST T RESIOENIIl1L A ALL BATWING MATEwAIs WHICH ARE SPORED AT THE ETE OR ANY MEA OF THE BUILDING ARE TO BE SPORED IN A ffi_PCO�ESNEW YORK.FIRE C£PARNEM RULE AND REWLA110N5,11IIlY COMPANY RFAUIREMBNIS,AND THE TEST TRADE 3. Holing eehedub efall be to oxordanw with the epedRad code. B.LOCKED AREAiwu 2• 4. Pre-manufactured trusties. C.ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE(bMIMENCINO WORK.TIRE CONTRACTOR SWILL FILE ALL REQUITED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF o. All trupn shall be shaped'as shown an architectural cross sections. BUILDINGS.OBTAIN ALL REQUIRED*=RANCE CERTFTCATFS WITH THE DEPARRAW OF BUILDINGS,OBTAIN ALL REQUIRED PERMITS, b. Truawa shall boar a bow number and shall be manufactured by a reglshnd manufacturer. D-ALL FLAMMABLE MATERIALS TO BE KEPT TKiRLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS SUCH 10.1a19S ph-IO14D-MOM EW 3. AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD.K YORK.AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. saftlibrhltllm HAd ddSlkplaterd 3. Elect and brace trusses In accordance to true plate Institute recommendations. hda MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED. BUT REQUIRED ll PROPER CONSTRUCTION OF ANY PART OF THE WORK E ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. S. Plywood sheathing. F.ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE E MSED CONDUITS. �^ "°"tie�• DA.e.eenb.ua a All Plywood shall be In accordance with the American Plywood Association(APA)epecNtOtiru. 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES.MID OWNER b. Plywood sheathing civil be continuous am two or morw epam with grain of face G.ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. 3. plyo across support corporation or squat. CONTRACTOR.AT ALL TIMES,TO ENSURE THERE S NO NATURAL GAS LEAKAGE IN THE BUILDIN dvw hqs spedRmttane Including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN 111E POSED BUILDINGS.OR ANY FLAMMABLE These erhd CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL SIRl1CTURAL OR GAS TO BE USED DURING CONSTRUCTION. Wens,d�and arrangements represented THE 7. M egb shall be pressure preservative tleatad(.4 PSF retention)SYP/2 or better. thw*4 on the Property OR DURINGDURING THE EXECUTION CONTRACTOR WORK.NIiRACfOR SFWl HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURES CAUSED BY ASSOCIATES U.C.No part the shall B. B. Design values: 3. DUST CONTROL, disclosed to otheo a used In connection THE CONTRACTOR SHALL LAY OUT HIS OWN WORK.AND SWILL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OIFIBt TRADES: a. Framing Lumber. OF(north)No.2 r bolter with any work r project omen then for which THEPLUMBING.T CONTRACTOR ETC. E 1,60OADO PSI A DEBRIS,DIRT AND DUST 70 BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE-CONSTRUCTION AREA They haw been psyorwd without written eanasn! 7. FV 93 PSI B.CONTRACTOR TO ISOLATE CONTRUCIION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR PLUMBING WORK SWILL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb-825 PE C.HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS AL REQUIRED PERMITS,INSPECTIONS AND REQUIRED SIGN OFFS 9. Design valuer. C OPW 2024 WIL OESBI ASS OWIM ILL ALL FLOOR g- ig DF8Ri5,DIRE,AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUDDING SITE PERIODICALLY 7o AVOID EXCESSIVE 0 ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES.WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber(LYL): ACCUMULATION. TARS AD BEY in AN PROEM UI�FWA THROUGH THE BUREAU OF ELECTRICALKIN CONTROL ALL REQUIRED PERMITS,INSPECTIONS AND REQUIRED S OFFS. E w 1,900,000 PSI OWIiI9IT WL RAILS MAY NOT BE REPROOM ORDIDIT 9. FV.285 PSI ptGl AUTIMIIQL ALL RAG AB OEM NE iIE THE CONTRACTOR SWILL DO ALL CURING,PATCHING,REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Flo•26M PSI 4. NOISE AFTER HOURS: SDE ROM OF IOL MO ARMIES,UG 71E RRR 10. DRAWINGS.AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES,LLC NOTE A CONSTRUCTION OPERATIONS WILL BE CONFINED 70 NORMAL WORKING HOURS.LAM M 6PM.MONDAY TO FRIDAY. M BED GLY OE SAlOL x FRW THESE TANS B UMISED .BE ALL PIPING AND WIRING SHALL BE REMOVED'TO A POINT OF CONf2JJLLAlEM AND SHALLPROPERLY CAPPEDS.EXCEPT LEGAL HGUDAYS. OWaY 10 NNE 0111%I1M OR O PROOF OF ROM OR PLUGGED. KEHL DESIGN ASSOCIATES LLC.AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUIIDNG. 11. THE USE OF THESE DRAWINGS BY ANY CONTACTOR,SUBCONTRACTOR.BUILDER.TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES 70 WORK OTHER THAN REGULAR HOURS ' ALL DIMENSIONS ARE EMBl1SHED FROM THE FINISH LEVEL OF THE FIRST FLOOR VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC.NO CONSTRUCTION 3 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HFAMNG.WATER.OR ELECTRICAL SERVICES TO THE OWNER. Of his i�mq�bpgp doss not OOab Bs TIP b 12. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT'IS APPROVED. THE USER MOLL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC,HARMLESS FOR ANY RESPONSIBILITY IN RERD M CONSTRUCTION WORK WILL BE CONFINED TO THE WORK WMGA .AND WILL NOT CREATE DUST.DIRT.OR OTHER SUCH bid&1W ie 01handEm ofIOOd 9mmbg grAs{sA OONSTRUC 1DN MEANS.METHODS.TECHNIQUES,SEQUENCER OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES M T d9R HE OTHER NEIBORS Is Sdh11 eddy 09L d M Sirft In Bi01g THE CONTRACTOR 1I IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES M THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES U.C.HARMLESS FOR COSTS AND PROBLEWSRESOL ��DEC. � �d�K Od1M ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR,SUBCONTRACTOR,TRADESMAN.OR WORKMAN. 7HE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES hid Tsgtwaab fE adl tgxL d to 1 ,codiet 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES I.I.C.SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELIA70 SITE WOfIK,AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE 14. HE WALL BE RESPONSIBLE FOR ALL DISCONNECTIONS,RECONNECTIONS,AND STARTUPS DOCUMENTNOTES OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THOR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE WORK NOTES; PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL,PLUMBING,AND WAG EOULPMENT WITH THESE CONSTRUCTION MOMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO.THE CLIENT AGREES. REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITH GO ARCHITECIVIRAL IN OD SAFETY PRACTICES AND MEET AL CONCERNED REGULATIONS OF R301 DESIGN CRITERIA AS PER TINE FEATURES AND STRUCTURE ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EMENT OF THE LAW,To INDEMNIFY AND HOLD KEHL OEM ASSOCIATES,I.I.C.HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTACTOR 202D RESIDENTIAL CODES OF LIABILITY OR COST INCLUDING REASONABLE ATTORNEYS FEES AND COSTS OF DEFENSE,FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE IF UNSATISFIED.THE NEW YORK STATE NALING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SWILL INDICATE WHATEVER ACTION NECESSARY.OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY.IF THE WORK OF OTTER PARRIES OUTSIDE OF THE ORG M71ON IS UPON INSPECTION FOUND AT ANY R301.1 APPLICATION BUILDINGS AND STRUC1lNES, TIME-70 BE UNSAFE,HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR,KEHL DESIGN ASSOCIATES LLD, AND PARTS THEREOF SHALL RE CONSTRUCTED TO I ICE SEWGLNMO AND O7DQtM11C DESIGN CRITERIA OR OWNER THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIRDI MS SAFELY SUPPORT ALL LOADS,INCLUDING DEAD ALL.naalllE.4 FEW WIN 7tE?,ate RiF�Il1AL CODE WADS,LIVE LOADS,ROOF LOADS,FLOOD WADS, DESIGN W IEhY rOPoC STATE uECT1011 R3w.z1.2 PftD1ECTION W OPOENS. 7 PROVIDE ENGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION SNOW LOADS,WLD LOADS AND SEISMIC LOADS AS O D OA7�EGa0RY MSwTWTNo TEMP. MEANREGIfED N i�e IN ACCORDANCE WITH CHAPTER 3.SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE - PRESCS9ID BY DOS CODE.THE CONSTRUCTION OF 25 b ,30 C SEl47E X-C MODEATE TO HFAW SUCWIT 10 YOIERII7E 11 dswsm ige4 (Wit C R3m.W.R PROTECTION OF O+DNG& THEWIT i9THE;9A;0NG OF TNS CA 01 GE ACCORDANCEHALL KILT OPINING PROTECT N FOR INDILDINGS VACATED N SHALL MEET D HE R IiDO0N9 SHALL THE LARGE M FROM 11 T.CF A DEEI GLAZED DNOTE. FIRE BLOCKING IS TO BE INSTALLED To MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OIF THE 2020 IN A SYSTEM THAT-PROVOM A COMPLETE WAD OPFTEWi PROTECTION FOR WHOBCIO O ML SHALL MEET THE GAZED OPENING IN iPR PROTECTION H/STiE TEST W ASTY E S L RESIDENTIAL CODE OF NEW YORK STATE � PATH THAT MEETS THE REQUIREMENTS FOR THE _ TAtwE WmA-Y►Os1Y UPER SQUARE RE TOO) WE LOADS THEAST&E ETI E AS SOONF'N A SECTION Jm.2121.STMGAPAGESTANDARD D DATED SIDIHO PROIDCTIpI Fqt wwOBOR1E pE9mS MWL YFET TRANSFER OF WADS FROM DOR PONT OF ORIGIN DlSON CEQIWA ON Fa1RD.PFR iuo» EXC RECTtTErF]k7119 M APtitoVID wACT- iNO at a 1,a NOTE':ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE THROUGH 7HE LOAD-RESISTING ELEMENTS TO THE USE ETPOPTIat FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. FOUNDATION.BUILDINGS AND STRUCTURES PitESIRnrTWt oE:val 25.RESIDENTIAL t�ND DATWO FAMILY DIEL N69 WADS CONSTRUCTED AS PRESOIBFD BY THIS CODE ARE I.WOOD STRUCTURAL PAIEl.WIN A YSERN 7MCOESS OF Th NCt Timm)AO A SPAN OF NOT MORE TAM a FELT 43wan) DEEMED TO COMPLY WITH 71E REQUIREMENTS OF USES(.)AHO OCCUPANCY CASSNfATON(s) IRiN11BRABLE ATTICS MIHCOui.IORAOEb BLIAIL BE PNOSTIFD FOR WNNO PROTECTION.PAtEl.auLL IE Plmdrt AND AT t0 THE FRASWNT sOIO2nE NOTE ALL ROOMS MWr OR IXCEED CHAPTER 3,SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE T�SECTION. tD CPO"OONTANNO THE PRODUCT WIN THE GLAZED OPENING.PANELS SHALL BE PRFDRum AS REOURED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. RSOl.t.1 ALTERNATE PROVISIONS METHOD AND AM A IRD LED.II D THE ATTACIE CC DAN E FRONDED. ATITABLE 013 14 OR BE DESIGNED H RmYT Tiff AS AN ALTERNATIVE TO THE NIpUREMENTS N 115E OCCUPANCY IRAlIABLTABLE AT1O3 WM WIND S,ORACEb•920 CO MCW-9 AHD R ATTACHMENT IMENT HARDWARE N AIDED AM CA ANCHORS ETHER THEME RJw.2 LLEID N THE.WIl1 THE ATTACHMENT ACHM ONT IN ACCORDANCE WIN ABLE RSNY I-2 15 PEF ITED PROVIDED AO W pEA MEAD ROW N OR 5 F ET(I Ns.1me)OR LE ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN.ENGINEER M HAVE A CAPACITY SECTION R301.t THE FOIDWWG STANDARDS ARE N A E 11HO CE WIN TABLE DESIGN VI d SPEED V FOR DMPHBUILDINGS WIN A MEAD ROOF FEINT W 46 FEET(ta72ean)at LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE PFRVOTTED SUBJECT TO THE LIMITATIONS OF THE REQOEtNIAL R-3(SINGLE FAILY) HABITABLE A77WS AND ATICS SERVED rkTEt FOOD STARS 30 YMERE WERE 1NE ULTIMATE DESIGN HIND SPED vors 1eO MPH(2gawe)OR LESS THIS Gall AND THE LIMITATIONS HERON.WERE' TYPE CIF COUTTRUCION(CHAPTER e) BALDO[ES MCMOR)AND OM (s) 40 TABLE R30121.2 WIaB BEGIN PROTECTION FASTENING SCHEDULE FOR MOOT NAILING NOTES: FNONEAE)DESIGN IS USED N CONJUNCTION WITH STRUC UAL PANELS orb ad ALL MATERIAL TO BE NAILED IN ACCORDANCE WITEH THE WALING SCHEDULE OF CHAPTER 6,TABLE R602.3(1) 2020 OF THE THESE STANDARDS,THE DESCH STALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE TYPL Q101R In ESCAPES 10 FASTENER SPACING(WOES) RESDENTIAL CODE OF NEW YORK MAM 1)AWO WOOD FRAYED CONSTRIICTI N MANUAL V B WARDS AND NAIORAL4d dad' FASTENER11PE R301 DESIGN CRITERIA PANEL SPAN {FEEAN < FEET a FEET< FEET 2)AIM STANDARD FOR COLD-FORMED STEEL s 4 FEET SPIN s e FEET SPAN s e FRET INCLUDING APPLICATION BUILDINGS AND STRUCTURES,AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, InGIiT AND FIRE AttFA WARD��LroHpoHSINsf eGh INCLUDING DEAD LOADS,LIVE LOADS,ROOF LOADS FLOOD LOADS,SNOW LOADS,HIND LOADS'AND SEISMIC LOADS AS PRESCRIBED FRAMING-PRESCRIPTIVE YEIxoD FOR QW- EM Ma a WOOD SCREW- BY THIS CODE THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND TID FAMILY DVIE LMIGS(ATE-S230) FEaiT FIE ARFa PASSENGER Vt71OE GARAGES* - aoa ANCHOR 1TH2 to 10 a SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH-THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF OO CONSTRUCTION L THE DESIGN AND ROWS aW THAN SLEEPING Road 10 10 WOOD SOD'W- LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION,BUILDINGS AND STRUCTURES CONS TANDAR �N T E DESIGN O�NW) �OdTAMLE FROM GRADE 40 �TO�M to 12 g CONSiRU070 AS PRESCRIBED BY THIS CODE ARE DEEMED M COMPLY WITH THE REQUIREMENTS OF THIS SECTION. REV: PLANE Hpo�q��p��OF 3 SUM SLEEPING ROOMS J0 %z LAB R301.1.1 ALTERNATE PROVISIONS h . NA AS PER TABLE e0a4 BA ED ANOtOt M11HI 2 Is Is Is AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION PIMA THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT M THE l�PER CHAPTER a OF THE STAIRS 40- ItC,Do woNT UNM LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN.WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH BUILDING CODE W NEW YOBK STATE THESE STANDARDS,THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE FOR Sb 1 Mwlt.25.4 mm,1 FOOT.304.I mm,1 Pound.4,44a N,1 min per her.0.47 m/s 1.AWC WOOD FRAMED CONSTRUCTION MANUAL(WFCM) FOR 4 s a This tills RA breed on 100 mph d8nob&.W*4 speeds V.o d a 45-foot mawh root helghE TOM H OONT FROM RDQE TO GLADE NA 1 POUND PER SQUARE I=.ao47g MIq,1 SQUARE Ns.-the rem,I PDRO-*0 N. 2.AISI STANDARD FOR COLD-FORMED STEEL FRAMING-PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS(AE-S230) CIAMPA a ELEVATED GARAGE FLOORS SHALL eE CAPABLE OF SUPPORTN0 A 2,000-POM LOAD b.Fasteners shall be MtoNd at apoeiq while a the wood eWchsd porIsL APPLIED OVER A 2D-SQUARE-NCH AREA Fatorhaw end be leaded a mhirsm_M 1 Hen from the:age 1 the pahi 3.ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG S7RUC7URES(100400) WI®ER SPEWS AND GRACE a Lwatua TABLE Antis wIIaT sTaRAQE ARE Tim,EEETE THE OEM roar a Anchors MCI penebro trough the a to6ar was mmA wryh an whwednwIt kr.9N a 2 Inches mhhwn Ift RESIDENCE BETWEEN JI01519 AND IAFTM IS NOT MIT THERE NOT MOM THAN 42 ES OR E T the building hg e Folocateds Ad be located a mki m m a 2UM hams horn ew s*a concrete r ete Ma -.Tta ARE NOT 71110 OR MORE ADJACENT TRUSSES WIH Wit Ctli1OMTION CAPABLE OF d.Whrs pores an athched to mmavy r mmmry ebam Chs7 ehd b attodhd ALL HOME FRAMING MATERIAL DNuaAv FIR-LARCH d2 Ace BLTTNt ACWYIINDA7N0 M ASSIAED ROOTAMOE 42 NCES N EHOGINr BY 24 NOES N vOlx. usk.MbruUm rewsMnt ahobrs NOTE:ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER - . Olt GREATER.WITHIN THE PLANE OF THE TRIMS THIS UVE MAD NEED NOT BE ASSUMED ' °"' d'M'w'e w'U'dO'd° 'y°f'Pe0°p011d` 4. NORTH ROAD(CR 48) ALL NKr.DEaG FRAMING LATERAL CA NO Prff R•ATc TETiFJt TO ACT CONCURROMY tmH MY OTHER LINE LOAD iEDwmENTS. TOUNDATK)N50F THE 2020 RESIDENTIAL OWE OF NEW YORK STATE GREENPORT,NY 17944 a IVO POUAL STAIR TREADS STALL ES OMMM FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PRDIECIB I.Y TOCOMFWTTH WAPTBi4RESEeMBREFNYFJ'ES0,ASpMTHE CVINKNEVENIR A 30D-FORD WNORiRA7ES WAD ACING OVER M AREA OF 4 SQUARE NCIA EraE>�PRVEOE� CRITERIAREQu�eKreOFTH THE BOW PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES SCTM#1000.40.03-04 HPIrowRQs INe ORFATESr If. CEN A ENGLE CONCENTRATED LOAD APPLIED N ANY GlBDOOR AT ANY PONT ALONG THE TOP. SECTION R40Z WLDMT W LBNB ROFTHEENBW ORK OF NEW YORK STATE OWNING TITLE: A110RCODEOFFEWY AREAS W S,RtIC,11T8 .SEE SECTION R607.1 FOR Deals ATTACHED TD E7INad2 WALE. palswe a1001 p a m.rda.M.w - 'GENERAL NOTES CTtNAML SPACE NA O WIND W-M CMFQWM(ALL THOSE ENCEPT THE MAIORALI OALUSTN9 AND PANEL Z GrOan Nro aw w P=-a.aeaw Rw1 ter a.g.RRa Ehmma a.va.aswy PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY TO Af+PIRD a n■wrd'.&V 1Ma(wQ gp,aal.In sMhh RNOe CONSERVATION CONSMIXTiON CODE OF NEW YORK STATE 2020E , NEW BAEMONr w 50FILLERS OU SHALL BE A DESIGNED ITO I SQUARE A FOOT.O THIS LO NOROAL LGAD W ON THE 2016 EDTnoN OF THE INTERNATKNAL ENERGY CONSERVATKNyMI�Cp1OVOD�E AND ao Pallos NN M Ai1FA EQUAL TT 1 saUAE THIS LOAD ttEE'!'D NOT aE ABSIWED � ""`�""'N �� . FRET FiDOR NA 575 R 70 ACT CONgRaEHRY WIN ANY OVER LIVE LOAD fEDRADIIS QIYITAOLE R4021Y a . EX FIRST FLOOR 573 fL. w rNNMAWwaE ATTICS WIN STORAGE ARE THOSE VINDE THE NEAR HDGMT fETKD1 ASHRAE 60.1.2016 SECOND FLOOR 412 fL 71E JOISTS AND RAFTERS d 42 TOWS OR TREATER OR WETS THERE ARE TWO OR woe rwC Wien vea wpap .w� Rol Arno w0 W�MBAEML71BOff H91YH ill AL 7ERDIBN 97iE YO E ADJACENT 1fO55ES WTR IOD caETaIRAIOd dPAaIE W A000YIIODAINO M new prmah and® rssraos noun mast van sou MALL mac /NY SEGO D FLOOR NA ASSAM RECTANGLE AD NOES N HEIGHT BY 24 NGFS N WONT CR OEATER MITIN sOOA mWd mewl mVns sarm mwla InESmIETTTKS 311G FFlOIEII ILiI SULLI eAaNHlr NA THE PANE of ME TRUSS NOTE THE S�OFALLNAIUNGMATERULLS AND THE NANNGPATTERNS�ALL MATERIAIS �Q E;A ! AWERLOsrNBHr6lElaraElaadgWWILE 40Qr M III aB®BAD[SIEI�E Ts.MO RL IIE �T w THE UWEI=NEED OLYBEAPPLIEDTO THOSE PORTIadOF THE MOB ONTFmse MNWE N2R me CA 40 MO1134 Nil to 12113 Ida aff3 TOBEIN ACCORDANCE WITH TABLE RBOZ9(1)FASTENING SCHEDULE OF THE�RESIDENTIAL �. �WTLWmRWm MEIDOMMN CODE OF NEW '` �� �. CO �O®10B�YI10 'w NA BOTTOM CHOfOS WERE ALL OF THE FOLUR NO CM"CPIS ARE MET. f- A 6iMOA am !IA For S.1 Taal.3DeJE mm -J TAME w 1.THE ATTIC AREA d AOL7:SuID1E FROM M O>ETENo NOT LESS THAN 20 DICER N MOM a R-rd�m we mbtamra U-NoEon she SfOC as mmt,oha Whn IewW Wh Y Ywldsa h a aodb MM is Ir fiARAW NA NOT LESS MAN BY 30 INCHES 30 6ENGTH 7XAT d WCIrhT WERE liC CIEAR FEIGIIi W lEff ATTIC d bi I"or d in waA:asw a the IrttLn ew Ward R•qw a Be hwdaam ends not b fa then ew 1. BOMB ROOM NA a Tb fw:eh van e. A �a�� Tin aq0 oolsm gKdse b al aimed Cw.xtrobh. y4 �,-�� � NAIL n 2oz FORGES AD R ZTHE STAPES OF THE JOISTS at TINS BOTTOM OKI DS ATE NOT C EATER VAN , 2 NOES VERTICAL 10 12 UNITS NORGDO TAL C,'f0/13'mar R-10 oadeeaw er idle-maw lat w or sdsdr a eb bnr.r R-13 osAy hn.ddhh d tlr •.' _ NA t.daw a the banwnt wd. NEW DECK NA a RMUSED 11121A110N DEPTH 1S LESS THAN THE JOIST OR THE TRUSS 907TOM CHORD MEMBER MEMBER OFPTN. _ - �_. YO/1r maw"a amMva.s t�tlim an the resew or edwlor a tl or hen R-19 awlq inesm n It COIFED PORGIES NA WI of tb borwrad a 1.T3/19'dal be Den N b b net eM R-13 onry aaddm an the hbdW a tie � _ -4l ECK COVERED ENTRANCE NA IE IEMMNO PORTIONS OF THE JOISTS ON TRIM BOTTOM MOM SHALL E bmwant wd pew R�Dardte.ww Y.wlDeon m er hlwlsr r wYhr a Ue henr TO/ts•nheae R-10 aanwme Lt/ NA BE"=FOR A UNIFORMLY DISTRIBUTED CWOIA%M LIVE LOAD W NOT LESS h.11"Iso n m the hbtr r sebrlsr a the hare r R-13 map shwiaem at tie eAww r or beeehaA ACCESSORY STRUCTURE NA THIN 10 POUNDS PER SQUARE FOOT. a R-5 rhas b waeerd order ee M"am Of a teoed:Es h O MBoh le tie resdse Also sere he bilbe C s� V R-wt+s ftr sEmA or Mhdoatd b e.s 1ooY.7Ir star'eepA MerdatHn err Hrwtm ads shd not b r:wtsa b V h.GLAZINGSAIFM USED N HANDRAIL4THE SAMASSEMBLIES AM GUARDS SHML BE DE40fED WTN A :htM bebw Ve Abb CONCENTRATED FACTOR OF 4.Iff SAFETY FACTOR SHALL E APPLIED 10 ME OA 71 N K-FILL C MFD WAD.APPLIED ID SHALL TOP W THE RAW,AND TD TEE LOAD ON TIES \ ^1 IN-FILL ow NDrtolls,tug SUMS a OT aE DETEOCCUR WITH NY OTHER U WOE I.Rrwwd • ES S10 �V V (a)WNWT RAGRAaE NOIEWe AND WAD9 ARE ASSUMED NOT 7O NCaIR MIN ANY mEER LIVE WAD. (e)WIN SloaAa a ARwreeeb.hwaoUn wlTlsteA m A w thvrtq�ad poNEhG rent r.Rich m R-hmw a R-fa a The eat I b aa4k%ehedsear.,the eeawad.due b owteoose►alder.,se'I3W maw R-113 caw#emdaem phw R-5 oodeeom heddlsa L Yew r M b In aoaardwoe sly Swum 41022LL 1. -adR-sale opple:MAMMA,news shah hair tie - - Twdwbn b an the k Mw of V.ma e°L OffirD�iPAS100A'ILT at SIMPSON STRONG-TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION UK:� MTS20 LTS20 u G m FAIII ERS Wr �R ,AMM Ole!_ cm 13!tx • wo m!a V ml - - '.�'1-. na7�lw1 Ns Lamm LED o• 'sL 11eD MOl ,T R na7. ro w a•x 1—1— - mo .e wo —— a« coaEclNOM as xexu 10�c5d1a,Au1 L FOUT OOD NUM AM �I�fII.DESIGN A$$OCIATF$.I11 PROPER IMAUA7= ,.,umad a mw• INw — w w xELo ,p ,m am -- 9644 AucwEa,aL•7LOAm >D M•OOMW UM muna tRxW= UK"umm W aa7 IN MW EUww IDQa v aaT N to DINER Aa,Q,Aa PMEs1Q3 Pla,e I911tD- L,pa at LLC VAfirV7A 50"Hb•Tok11iR Eft- L 165 10inld L Y ,r S Or S eT , S '�( T JT LnA v �',r 1. — MW aft m an ft SP4 "a ,« ld.,rLFTA LSTA21 thw.aL oN th•popwty of K49 DMan nm�+«l nsA nem s -� AS9DtlAlES Lt.0 No port Vwed Ehdl be ,llxl. w al« u-,«.,,r mn ,mo w ,Woo sa.+a Wlh a+ xark ar COO Aado•M to a1Mn ar w.d h cwmwtkn llise OA 1-f« 1"04.1? mw aN •q ,lxw a r.is A IM2 DETAIL "IC° i•'q'haves bnwL Or b•w wt Mtt�whkh n.int �'- ©MMIT 7024 MIL 0 9 AMDOXIM M ALL FLOOR u17a ,« ,sl«.+r m 7m 77D 7b s w m°�i,u LLur DETAIL 'E° Equal number o SIMPSON FiANS AID EIBOITgS AFE PROTIE D NEER FFIERA ,•xar W""N ,n,K Lv specified nails In TAKE-UP WASHER OOPIRRITTAILSW6 MAY NOT FEROR000®i0101f ',� aoconw-01°0 MEMO each end Simpson Strong-Tle SI RIFBI AUOIO�AOOL AL RM6 AND ARE 9E SOUS PRM OF KEL EN ASm11 A UG DE MIT o Lae aw ,m C 6 ART J'02 TO MID OILY K SIRIM FROM D x FUM 5 UDBISTD I.W a ele Lxe Coo a>w n DETAIL "H" 11MMEY TO DE WA IIOI H411FM PROOF OF FURWASL x LED /xe w• LuwLeL Nor•ae ►Asmea >oEN a7M(LW 1,a00EAmiptmoL d a.QmhgE ha ad smote W rlf�t b IMMIL "u1OL ■u u mTimr " A '� d db LRSaut Dw aAhslodie d bod go,mBp a0axF4 edL a La Ln` « • x • ,n n �, ,7 T RY T -V et � wL,x LLME as _ m Silioh CulLtF Oql d kxda S•YLCx.Toe Pdaop "=A u ,: aI• ar r xr E /r f r ISM ,am sm >m xAe vm aEo oOAe Don L a e �1><DFI'.FBIA Ete d Lr�w, ,� Deem ►'a®ne w _ ad n4r.Een�Ea edi�Pbr to MIT m aLxa MORIC NOT6: • L- le als. R301 DESIGN CRITERIA AS PER THE L,oDa a Lwom®sAemea AYLxAeC IDm,IOLN � 20�0 RESIGENTIA_I COPES OF • L MAY nag nELT NEW YORK STATE 7 .e Nma•e x« a Simpson Strong-Tie If TU - AND PAmtt�aF S APPLICATION HALL BE CONSTRUCTED TO AND STRUCTURES. a • L MAEa nm fowl SAFELY SUPPORT ALL LOADS.IC UDIHO DEAD uma L L PAn� Auowa wxam LOAN �A LUS46 TAKESIMPTIMP-UP WASHER SNOWj'LOADS,VE�LAB AND SEIWO LOADS,FLOWLOADS. �AS L m Nr Lana DUN) naol na I„wj PRESCRIBED BY THIS CODE.THE CONSTRUCTION OF xolo ALL M 1E 7 ro s USED laL SS P1tOECx sra r7Y THE eIODDRCS AHED SIRIICfURES BR ACOOmANCE LED. tax ts' w axAa SAx w7r �« tma ,L•o air 7 A AIE ro L IRE TLOINDD SM M NOTES NNI FALAN RI COIi RI na ALL ORMA IN A DE SYSTEM THAT OF THIS CODE SHALL RESULT •ma ax ON Tip PLAN•I11mUY WRITTEN AUfINRaA1Nx1 N A SYSiFaI THAT PROVIDES A COMPLETE LOAD ,� o" • x • 1 +� ui l.,sr �« ,« i« taA ,« ,« ,o A�iLAaAA�ON THE j WUCWPLINUES DETAIL "F'r PATH THAT YFfT THE REWYtE7®R7S FOR ME Low w a _ a,« Hw raw lNo ne Um 7.a m DETAIL "I" W- CH THFER E LOAD-I�IsNG UE FROM THEIR PONT 70 THE , 0.2 1 MIN a-, t,m WIN lm wm am m COUPLER NUT FOUNDADON.BUILDINGS AND STRUCTURES "x,A14S TU�'- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE SIMPSON DEEMED TO COMPLY WITH THE REQUIREMENTS OF n, « FAaLome L"LL•N,Ls7 `� na>n.el Mr. TAKE-UP WASHER THIS SOON' Arms m,vA7E m,laaa Ca01 4 S la R301.L1 ALTERNATE PROVISIONS ar.,Yfo' Ims a,s � ne Lxo AS AN AL7ERNA7IVE TO THE REOIAREx1FBITS DR SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT 70 THE LODTAII0HS OF THE in"«'�i er NTS16 MTS16 SP4 ENGITHISNEERED CODE DE THE S USE LIMITATIONS HEBEIN.ION WI FHESE7RED DESIGN IS USED OR SHALL LY WIX lax w,m o VP HD2A cca,o,Im SP4 WITH THE BUILDING CODE OFFNNW Y�OPoC STATE mra m• A1L,,,u• ANCHOR BOLTS 1 LSTA21 SIMPSf1N II -Jr )A FRAMED aHsmL1D71oN wua,a �MR o �•AseL LSTA21 strong-Tie 2)AM STANDARD FOR COLD-FORMED STEEL Lxa HUSEI Tie I FRAMDRO-PRESM"VE METHOD FOR ONE- 0-2 AND Two FAMILY DWEUNOS(AIS-S=) • IOC STANDARDS ON THE DESIGN AND COJSIRUCTM OF LOC STRUCTURES 000400) R ® REV. wAm 0 r DETAIL "A" , p =,r�>r DETAIL "D" DETAIL "G" DETAIL "J" CIAMPA m Simpson Strong-Tie ROD SYSTEM DETAIL r'L', RESIDENCE BPA LFTA IFTA II Ridge Strapping 1{Qg; LSTA30 ALL vEH7s ARE TO BE LOCATED AT THE REAR OF THE HOUSE DRAINAGE s ROOF RUNOFF KDIE AND rALcuuT10N5 NORTH ROAD(CR 48) ALL VENT'PIPES ARE TO HAVE LEAD COATED COPPER SMNO/COVERS RUN OFF FACTORS ASRIALT_1.0,ROOF"1.0 GREENPORT,NY 11944 1'-0'DEEP POOL x 4'DIA-126$mfL per vaNml R 1'-0'DEEP POOL x B'DVL =3 w.R w vwfkd R 1'-0"DEEP POOL x e'OA ml 4228 I=&per vrrtl R SCTMM 1000-40-03.04 LTP4 1'-O'DEEP POOL x IV CIA.-68.4 a.R.pr vwltocl R DRAWING TFILL' ROOF AREA-NA so/ft SIMPSON WINDLOAD LTP4 LTP4 V=A z R x c NO INCREASE IN ROOF CHARTS ILL CALCULATIONS DETAIL "C„ ,, A=NA sq/ft AREA THEREFORE /STRONG-TIE DETAILS/ R=2'RAIFAL=A7 ft NO DRYWELLS ARE PLUMBING DIAGRAM Simpson Strong-Tle C=COEFF=1.0 REQUIRED. AND Liw DETAIL^e^ Floor-to-Floor Connections Ridge sya00ina ,- - V=NA x 1 x.16688/= HA CF. ALL RUN-OFF IS ROOF RUN-OFF CALC. str TM Detail .mom L� NA/4225 WL MCAL FT./FT=NA V. CONTAINED ARrHLm USE (4)e OUL POOL 3r-6'DO=NA Vf. E IN�11EM=nME1ff"MV(FxROMEMENG3=aE_ OIALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY �C' , c EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE NA/223 WRFM FL/FT=NA VT. B I USE (4)6'DUI POOL Fi 00-NA VF. 1 DDT83 RAM NO SUBSTITUTIONS ®' All framing hardware shown on these plans, ^m^ ^� POOLS D PLACED ON CPP091E * r 4 unless otherwise Indicated,Is Simpson Strong-Tie. HOM AND/OR LEAM TO BE PIPED TO 7U NO- No substitutions are approved or authorized. POOLS(1/2 OF THE ROOF TO DRAM TO EACH - Due to the relationships of framing hardware to ° .- �a a .- � ffP1N - - - Box the other components of the structure, any framing +e o. hardware substitutions Olt render these plans a SYSRA AND W L OF 10 FEET FMOY FTNAflA p ,a S4 JA of.E."CSCF>xS' null and void, and will result In the Installer/contractor assuming responsibility for the design and DVP G I s V t performance of the entire system. ALL COVERS ID BE TRAFFIC INK PARC IS TO BE SEIM F LOCATED N PLUMBING RISER DIAGRAM (NITS) AK1PLE POOL SME115 USED AMM1E ESSI G2 HOUSE THEN EQUAL PROPORTIONS OF TIE ROOF WU BE OPRIRIEO M EAQ1 POOL o> DaAml,= 3'-17N 20'-2 /s - - - - -- ,�%EEII.DESIGN ASSOCI=uc eeiHanlnl 6 cartvrecbl btu•wm®ii ryp� IU.Eat105 1 �®�1�•1YT TaAIdd,NOe'Tat1I9/1 EA1d�84510oplttinnl ° _ ° rMl AwcMa,LLCM OARAm[MeLLC r0 fC Unfinished o _mii�ll 1 1 fhaitrl,arohtho R°Derty� A�K" A "SSOgATES. Basement I n. Part thaeef rly :a,.e. ..a.o.a to.t .a"wed in conneetio°with my, or Propel othwr thou for which they haw been Unfinished Storage without wlitten conamt Basement Room WORK NolES:* Screened Porch o N - Foundation N N 0 .� Unfinished Basement = Utility Room CIAMPA Oil RESIDENCE Unfinished Tank "i NORTH ROAD(CR48) Basement GREENPORT,NY 119" SCTM#1000-40-03-04 DRAWING 71n.E. '-3y4N EXISTING FOUNDATION PLAN C-4 SEP ISSUED FOR; DAM, 12'-2 Of NEB Ift W.=4 '1 1172-=4 EX. FOUNDATION PLANCNWKED W. DRAWN BY. 51684 SMELT NUIABlit A101 Scale: 0 5 10 20 30 40 50 � �tm d bed ogeieba with m SufbTc Cav ty Dqt of Il %Serft Tan BiAng Dryahiir.lr, FT1N�de Wray d oftad iepi.mtt�i .� ogeuie�ptr to omlhudla� - 3'-11� 2830 20'-2)e4- EMDESIGN ASSOCIATES,uc 2830 2868 Tem . Glass 2844 W D 3_7:�' - raea,ms a�!®9�0•sm1 CI saueauNswrotnm FAdml [eM AeocMer.LLCS DARI.t mn UC 01 o Laundry \ o, m.«aro.a�.aae.p«Nlwtlan.Inaaemg eh. M , o Bath o aaaa. aadan and am.n9�MAX N 'I I I therein. Part a 12.0 b eaP O.I.d Room a =�nd Inen a �,�,� L ® ® Bedroom P,p without written aanaad DD74.54 SgFt _I 2830 ClE '-4� 4040 4040 Screen Screen 2868 266 - 11'-4�%s co(0 coo as QO N 00 U MN Kitchen WORK NOTM, M 0 N 266 co co N cooil Screened o N L:. iV co Porch N CI I MN Ln j — — — `° Fm all Removed CI '- ;s s Living Room 00 -4%' °O ' " 16 MN Dining Room 4040 4040 C IA M PA 00 Screen Screen RESIDENCE ~ N NORTH ROAD(CR 48) 00 000 ! GREENPORT,NY 119" p C> SCTM#1000-0-03-04 Foyer 3068 T.O. 2844 2844 2044 4244 2044 EXISTING -3� FIRST FLOOR PLAN J 12'-2 3 ' 8 1P-113;s '_ 13 a O I Ep C� Z o . 30'-10 4 �, I A� May 2a•=4 ECT NO I M-2024 EX. FIRST FLOOR PLAN oNp�,`�� Al 02 Scale: ftous 0 5 10 20 30 40 50 daMVA&d= . a agarJe�"6 ®"* a�a awn s rom a"" 3'-11 F 20'— 6'-813ts - - - - -- .` IGEILDESIGN ASSOCIATES.uc ro.eoslAS OM P142.M sm"llwlohlim EM sbraftbierel — •win•uc•—Ae• ue OWNERSHIP&USE OF DOCUMMM •� as G I u� Thss drawings and spwdfleatbns including the G thwekh,d Nro pro= o D-AA.K.A'�'550p MM 11C.No part then}oha9 be copied,disclosed to other or used to connection with any work or pmpot other than tar which they how beer propared without written aaea z Shower Added 2838 2838 2838 2838 co u W N° -Ex. Bath � 7 co I ClWORK NOTM- - 068 2668 • •,o I -N v O NNew BathDO co 2-2 ,s Ex. Bedroom - M_ 132.35 SgFt DO c" Ex. Bedroom co 113.85 SgFt 0 o M Cl CO r-4/B N " � 3'-2 %gi' C IA M PA 3-3 ' 2-11ys —2� 2 21Y,6 RESIDENCE NORTH ROAD(CR 48) Nt GREENPORT,NY 119" CV SCTM#1000.40-03-04 2838 2838 DM%NG TM- EXISTING SECOND FLOOR PLAN or 5. to J. c yo 30'-10� way:M=' EX. SECOND- FLOOR u _ DRAWN „M- 4 • ` asho� &4 � A103 Scale: "tm of Vm dimbp dose not mbft ut rW to betel taIt,15-oathorh ion �° 0 5 10 20 30 40 50 TO �� toa