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HomeMy WebLinkAbout1000-90.-3-3 OFFICE LOCATION: ®� S®Ur�®� MAILING ADDRESS: Town Hall Annex `` ® P.O. Box 1179 54375 State Route 25 [ Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) c� �i Southold, NY 11971 Telephone: 631765-1938 � ® a® P C®UNTY,��� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: February 13, 2023 Re: LWRP Coastal Consistency Review of KONSTANTINOS D. KATSIRIS &JULIA MELINDA ORLIE KATSIRIS SCTM# 1000-90-3-3 Joan Chambers on behalf of KONSTANTINOS D. KATSIRIS &JULIA MELINDA ORLIE KATSIRIS requests an Amendment to Wetland Permit#10122 for the as-built demolition of existing dwelling (project meets Town Code definition of demolition) and construct a new single-story 2,223.5sq.ft. dwelling that includes a 341sq.ft. one-story addition on north (landward) side; a 45sq.ft. extension on the north (landward) side attached unheated one-car garage; a 16" extension on the south (seaward) side living room wall; as-built 870sq.ft. renovation of basement along with an additional 357sq.ft. of interior basement living space with no expansion of existing foundation walls; as-built 4'0"x11'8" masonry wall egress out of basement; construct a 17'4"x4'0" (69sq.ft.) balcony on south (seaward) side; construct a 12'0"x10'0" (120sq.ft.)wood framed, ground level deck on south (seaward) side; construct a 6'4"x16'0"front entry masonry stoop; pump and remove existing septic system and install a new I/A Waste System on the landward side of dwelling; and to install gutters to leaders to drywells to contain roof runoff. Located: 400 Lakeside Drive, Southold. SCTM# 1000-90-3-3 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the as-builts are INCONSISTENT with LWRP Policy 6.3 and, therefore, INCONSISTENT with the LWRP. 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction 1. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions. The as-built structure was constructed without a Board of Trustee review or permit. It is recommended that the Board establish a vegetated buffer with existing vegetation to protect the wetland. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney 4ti�`14�of gg ISNCYA ` ED 1. FEB 0 7 223 Alla lacy fou° ,pennits* inclulding Tocvza of Southold agencies, sh � le�� w proposed actions that are subject to the�'ovr�a of Southold aterf �C assent is intended to SuPPlerrient other information used by a TOMM of Southold agency in determination of consist y° *Excqg PdEMor exe at acti011 a incha&g Bull&Wg PerFfi is and other adnisterWpemits not loomed a k&n the Coamd&Osion HazwdArea. 2- Before anst.,wing the questions in Section C, the preparer of this form sherd review the ex minorempt action list, policies and explanations of each policy confined ul the TOV M of Southold Local, Waterfront ' izfiion Program. A_�a'mosel action wI:i1i t,- —r beneficial and ael�Fcnse effc�.ctS"Su the coast encu�34�bich inclndcs all ^fS ahold`I'o�v�� sMsalicMt 3. Tfany question in Sectionora this fog as answered "Y " or "anc' then the proposed action will affect tine achievennent of the L policy standards and conditions cora�%raed in �e cc review lam. nsisteaacy 'd`krcb an5��er st be e$ pained in def as lis#i¢n both s¢t and n on- sunaaartbaKfasts. A an Mona mot be certified as consistent with the LWRP policy standards and conditions,,it Slh=all nest be undertaken. A.copy of the LWRP is available in the following places: online at the Town of So old's website(sontholdtown.anorthfork.net), the Board of Trustees Office, the P lannina local libraries and ihe'fawn Clerk's office. g Department, an Ilio DESCRU71ON OF ME AND PROPOSED ACTION SCM#--LQ0Q A I____ --- 90 _3 ��� PROM CT NAIME t tKL.7 --®git e� 9e-�Sl®erJ Cr,- e Appficadon h&Z bem subs to(check appmMm nVafw): ` own Board El mm,Board C] BLaddwDept-epto BOsaf'II°mst 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by To agency(e.g. • ° construc `on,PLWningactivity,agenacy regulation,land tran=tion) Financial assistmee(e.g.grant loan,subsidy) (c) P"Mit,aPPWVaL lice, mora: Nature and extent ofachon: -Mu of44'rNIS l 80 u vet.p� FT-RMT 30 FIrOC.K cit} D o� "Ml 4,,-ttruP z p Location of action: 4-m 4itteeviou tw, jij sowuTwo Site acreage: Present land use: Present zoning classification: fZ— 4-D 2. If an application for the proposed action has been filed with the Town of Southold agency, the following infomiati`on shall be piwided. (a) I\Twne of applicant: -JOM4 C64*"eRs (A*ekhr Owrjm3l) (b) Maing addrm:_ [365C 4AI ...TOUT40�O fV\j I (Ot7/ (c) Telephone number. Area Code( (d) Application number,if any: V - -- --- VVill the action be directly undertaken,require funding,or approval by a state or federal agency? a0urnZA-0 I-aLwTeea' rtftWr-jSSUVb YesIN Non If yes,which she or federal agency? tPA-IL Cain.fferrtt6r-Lt auu - Derr WUe'V MiSTA-M- Mit-- PoKmeT- t3S%stW 1,11- fjk SL)PF*W-. r&)%0WM bW tSS-U4W A-Wr M-W12- A lc. C. Evaluate the project to tfie following project u a port poRetes by analyzing how the p ject M f W ret-her s p or wt rapport' the policies. Provide ail proposed Best Mamgement Pmedees that will f r each Policy. Incomplete answers will require that the form be retamed for compleflon. DEVELOPS COAST POLICY Policy I. Foster a paiftern of development in the Town of SGuthold that enhanm community rac-ter, preserves open space,makes efficient use of infims"eture,nlake@ benefieW use of a coastal location,and miahnizes adverse,effects of development. See LVn?P Section in-Policies; Page 2 for evaluation criteria. Dfyes E] No Not Applicable -AJDFTH (LAPVW" F=KijC2eN—C9—; is_ rylovesIr �?)-- In- AO-O-k e7-- Pepin- Tim...LAE&jeim E TITE Aftnh adMexW sheeU if nacmary "IAIRD. Policy 2. Protect and preserve historic =d archaeological resources of the Town of Southold. See LWRP Section H1-Polkiez Pages 3 through 6 for evaluation eriteria Yim 0 No VNIJ Not Applicable e-- Attach additional sheets if�nec6saj� P6,11ey 3. El ahance visual quality and protect scenic resoure" throughout the To of Southold. See LIQ Section H1-poltejes pages 6 through 7 for evalai atiog criteda F1 YC 's Not Applicable (3r- pe=p-m U-7 Attach additional sheets if neemary NATURAL COAST POLICIE 8 PoRicy 4. Afinkohe loss of gfe, structures,, and naftLM, ?.esources f1rGm flooding and erosion. See LWRjR S"On in-po"cles pages 8 throuO 16 for evWuRfien criteiia 0" yes Ej -NO CKNot Applicable _2 %6(s Policy -& Protect and ifflPI w2ter quaff` "d supply in the Town of Policies Pages 16 throu&21 for ev9juptioa effiterin BORMOM- Ste LWRP Section Iff r--� D Yes NO P!gMet Applicable V LS —s Amch&Wftm sham if necemsm-y Policy 6. Protect aud restOrc the quAfty and function of the Town Of Southold eefty'stems including -S*n'ficant'CoafftW Fish 2"d Wildlife Habitats and wetlands. See thL Sftgon Eff-p gicies; pag rough-12 for evaluation criteria. WRP es 22 0 OV y~' Ar Y J _ �t�ch ad�ic�011W shy Af --_._._-e__.__,�...._....�_�_.m.,_..._�____�-----•-�..._ ---- PO4cy 7- PrOtect and air quality in the Tow, Pages 32 thrOugh .34 f,, clit"aa. yes 0 No Applicable faecessary POS 8° A4 Mlllentai do substaaa� aad wase dam �'�o�n of �� �n —p�laci n P So"t6®dd &OM solid "Ste and Y� ages 34 thrsDR No Applicable ode 38 for evalmatiov criteria. COAST POLIO 0i8CY 90 'actc for pubjgc ams tom, axld recreational Zetv of the TO" of SOU&Sdd° -LW. use of, coastal �'a& a ° Sectio& ® I Poddcies. , P� bficc 1anpublic d NO IyNot Applicable lhlvugb 46 for ev.9jmSgj0, 116 cfr �= - -- h l - 1 � l Prop 6 8'Diam x 2'Deep '� (j I Poly-Lok Distribution Box >» PMM i New Hydro-Action M PIN wM Test Hole Location AN-500 System Carbon Filter Device a s,en EI 9.2 Endcap Leveling Device on Outlet Pipe Lp 2"Vent From Garage°�FM " Prop Cleanout I/A OWTS Slab EL 3O W f Found Wall a so,Mme 2"System Vera Line Ending in SCDHS Approved Ccrbonee3 To Treatment CLEANOUT 7 Filter j^ Unit I o-1 s* T �' R 3i Prop.Alarm Panel Elec Supply Line to I/A Unit „ Vent Location Note: EL 9• 1 Dark Brown Loam(OL) s, Vent must be a minimum of 18 Inches above grade I �q 1 Story Brown �I and 3 feet from any window or doorway. Must Silit(ML ) Frame Res „,,■ terminate with a carbon filter device meeting 3 a Iu ►� ► Brown Clayey Sand(SC) F Improved � FF EL 11.0 ,.. SCDHS requirements. � - N PubNcan Vent oetcll r Flood Zone ' NTS Brown Fine to Medium Sand(SP) Improved aw EL. -2.150 Iw� � Public w � .AbaQdomnant of=1"9=dKy 601104r3lust be in )-!;�L Ex.Sanitary System cmfcstasnce wed to V4Wi M&&=it Water in Brown F Q z irl „ to be Abandoned oao ExrAVATiCN WsPECTICN REQU�IRec I > cC rn completed formVm d- as pled 4 Fine to Medum Sand(SP) w w o LQ FQR SANITARY SYSTEM � 0. q p- BY HEALTF(DEPARTMENT Q d Total Lot Area= 21,631 SF AS 7 Flood Zone ' E Naa1 NEER'S CERTJFIICATtON RE�UIREO. w I' Test Boring z SCTM 1000-3-3-90W , �lsrsmI—� P-F-- Or, R.A. �` ZRTWICAT10? By <oa Finished Grade Q FOR INSTALLATION RNID CON S T RLIE T ICe-m' cwwrotacwer T McDonald 0eoSeience � OF I/A OWTS h1ov4"Den.A proved � Z �j 4lj t FoR ,SVA L A?`PR z)VAL. F Ir dig^perFt Q C]❑ _E — C A Sys Design Rnlvnchh�_ Gcro F' N N01- I .7 4 Bedroom ResidenceI'D d" CPOar £ h 550 Gals per Day ' e, (For Health Dept. se DEC 2022 Hydro-Action AN-500 �c -"_■ 5 Nllz t l I 3 All Elevations in NAVO A 'p �to1f lrr titrnt�.� Hw}h 5ansrn�ilGraNwater _\Q ••�L 1988 Datum 0f Sand'Gravel f'nak Fel Nfaier4ilTo(ic Glcmt 5dnd fvid Grave S Stillwater Lake LEACHING POOL DETAIL god d[T;ub'lees r ` � � 5.:.Je:118"�1• Q Water's Edge nstall 5econdory Safety Gove� &'achI n x o Secondary Safety Device Required Leachln Pools f FF EL 11.0 for any Cover W@Igh(rp Lem than 601bs Cover EL 95 �`\Q �S S Hhy SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Poly Lok DistrlbUtipn Dox Inlet Invert _._ — _ -`" * OJ ��1* PERMIT FOR APPROVAL OF CONSTRUCTION FOR A OwKet invert El 7.T Inlet Inver+E16.9y�''' SINGLE FAMILY RESIDENCE ONLYOwtIet N EI 6.7 lrNert outlet Invert Q A Q G71� is eaj LE; E16.37 0C7C7CD +-- ZInlet Invert EI 6 2' CnW77006DATE 8/15/22 H.S. REF. NO. R-22-0186HHW 1.Q -------------------------------------------------------------------- SSIAPPROVED /A/�+w'ru.,E�ty" /F'?a/v�+�/'rol� wa. Sanitary No'Fes FOR MAXIMUM OF 4 BEDROOMS SITE EW -2,6 -------------------------------------------------------------------- 1. There is no public well or sewage system within 500'. EXPIRES THREE YEARS FROM DATE OF APPROVAL PLAN D .IND,; Profile 2. All surrounding S Improved lots within 150' are on public -1 Seale 1/8"=1' water there are no adjacent active wells. J PAGE 1 ors .I OP x 4y_ \ ee x ELEV.9.13 5 \TT \ 00. ✓ \ �x ELEV.9. /\ I PT SYST G xALEV.8.80 6/ G OW4 29-2. DW /. Ix ELEV,8.51 /• I Z x ELEV. 7.85 NEW 341 SO.FT,ADDITION�� o ELEV, ,35 0. F� oZ I n w —_ ———_—— — _ __ I w x/ELEV.5.04 I g x ELEV. 4.68 NEW G E ELEV ,15 RY.f w x I ELEV.8,8 I.EW YiIi�i G vn� OW2 M I E T.Ml. 11m 17•_4• 0' I z x ELEV, 2.43 I /0 I I =xsTtx swrcwv fiYSL@A fg°YJJ4E9 I I �b I �� N I z ELEV. 2.4 $ m I y ILANDSCAPED AREA I `x ELE V.0. 3 ELEV.- 0.53 77006 \ \ \ � SITE PLAN \ 1" = 20.0' 12.28.2 2 ELEV. -1.52 x ORLIE/KATSIRIS RESIDENCE E f 400 LAKESIDE DRIVE SOUTHOLD 1000-09-03-3 REVISED AND SUBMITTED 12.29.22 FOR AMENDMENTS TO TRUSTEES PERMIT 4 10122 ISSUED APRIL 13, 2022 Q C E ��j7© E PREPARED BY JOAN CHAMBERS 111 631-294-4241 k� L � 1 ` DEC 2 9 2022 \ I T< gar DECEMBER 28 , 2022 ORLIE /KATSIRIS RESIDENIC 400 LAKESIDE DRIVE SOUTHOLD NY EXISTING: SINGLE FAMILY RESIDENCE SCTM# 1000-3-3-90 ZONE R-40 .52 ACRES PROPOSED: 341 SQ. ADDITION TO EXIST. ONE STORY SINGLE 2 9' FAMILY RESIDENCE. 45 SQ FT. EXTENSION TO 2 ADDITION ATTACHED ONE CAR GARAGE. NEW 120 SO. FT. ATTACHED DECK @ REAR OF HOUSE. ADDITION OF 69 SQ FT BALCONY AT SOUTH BEDROOM. RENOVATION OF EXIST. HOUSE INCLUDING ADDIN( A NEW BATHROOM AND ROOF RE-DESIGN. l— — — — — — - - - - - - Z;�Ixlllll REPLACEMENT OF WINDOWS AND DOORS AND - I 6"x8" GALVANIZED VENT I SIDING I NEW BASEMENT Z I 8"x96" POUR. CONC. WALLS C) .1 C3 16"x8" POUR. CONC. FTGS. < GENERAL NOTES 1 4" POUR. CONC. SLAB BEDROOM #3 0 NOTE: Z CONFIRM THAT HEIGHT OF NEW 0 < ZD 1. All work shall conform to the requirements of the 2020 Building Code of N.Y, FIN FL. WILL ALIGN W/EXISTING 5/8" GYP. BID. @ WALLS & CEILING. 0 LL 13'-82" PRIOR TO COMMENCING WORK REMOVE EXIST. �2 LU State, County and Town Department Regulations, utility Company requirements and 2 0 2X4 @ 16" OC STUD WALLS 1 2 NEW HEAT PUMPSFOUNDATION WALL R-15 BAT INSUL. TYP. (f) Z best trade practises. ALIGN W/ EXISTING NEW ELEC. HOT — —U_�__- f 2. Before commencing work the Contractor shall file all documents required by the WATER TANK UTILITY ROOM I — — — — — — — — ——— Z F Building Department, pay all fees required by local agencies and obtain all required EQUAL QUAL r E —8'-3"- permits. U) REMOVE EXIST. 0 < VERIFY MASONRY OPENING W/ FOUNDATION WALL MLU GARAGE DOOR MANUFACTURER co 3. The Contractor shall visit the site and verify all dimensions and the existing 0 Cf) LL1 0 0 U_ conditions affecting the work prior to construction. Any discrepancies which would 0 CONCRETE APRON 0 ro 0 interfere with the satisfactory completetion of the work described herein shall be LU Z reported to the architect or property owner. Do not start work until such condition; 4. CONTINUOUS FTG, UNDER DOOR X 1 1' 1 W have been examined and a course of action mutually agreed upon. Failure to noti GARAGE F- — --- — — — — — — — — — — — — -- the owner or architect of unsatisfactory conditions will be construed as an acceptan 11 W of the conditions to properly perform the required work. L EXTEND GARAGE SLAB & FRAMING SLAB FOR _71 I a 1 0 4. All work is to conform to the drawings and specifications of the architect and UJ 0" MASONRY STOOP engineer consultants. — — — — — — — — — — — — — — —L ABOVE C0 W_ L 5. The Contractor is to maintain a complete and up to date set of plans on the -2'-0 2'-02' job site at all times LINE OF EXIST. GARAGE Q —8-6 L 6. The drawings are not to be scaled under any circumstances. W REMOVE EXIST. 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures U) 3) 1-3/4"x9-1/ F__ FOUNDATION WALL ADD ( " LVL L_ — -- - —— — — — — — — — — — — — — — — — — — — —f 4 CLOSITUS F H W/FLOOR REMOVE EXIST. DH. including storage and toilet facilities,protection of existing work to remain,access to O FLUS r .. ... .......... ...... 113 112 , POUR. CO C. FTGS.STEEL COL$ TO WINDOWS & REPAIR WALL ,1 EXISTING FOUNDATION TO REMAIN 24"x24"X1 work area, hours of permitted work availability of water and electric power and all I + .r other conditions and restrictions for this particular location in order to execute the VANITY I work in a careful and orderly manner with the least possible disturbance to the put L __J8. The Contractor shall make the neccesary arrangements to utilities and services --ADD R-15 INSUL. ADD (3) 1-3/4"x9-1/2" LVP TO NEW 2X4 PARTITION FLUSH W1 FLOOR JOISTS 0— temporarily disconnected while performing the work as required. ON 3-1/2" STEEL COILS TO W.C. 9. The Contractor shall provide all dimensions and cut-outs for other trades. 24"x24"x12" POUR. CONC. FTGS. 10. The Contractor shall provide proper shoring and bracing for all remaining strucl T — -T -- — ——— — — — — - prior to removal of existing structure. E 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed STORAGE ROOM BATHRM #1 CY) persons who shall arrange for and obtain all required inspections. The General UP EX ST. STARS '0 1sT F OOR e responsible or scheduling a other inspections as required. R,\ILII\G _ REMOVE DOOR 36" 12. The Contractor is solely responsible for construction safety and shall hold the & WALL AS SH R owner and architect harmless from litigation arising out of the Contractor's failure to SHOWN provide construction safety means and methods. W > EXISTING 2X4 PARTITIONS W Cf) L' IATHI ER (D CONSTRUCTION NOTES STORAGE G) > UNDER LAUNDRY RM. E&D EXIST 1. All footings shall rest on undisturbed soil at a minimum of 36' below fin. grade — — — — — — — — — — — . STAIRS N T 2. Poured concrete shall have a minimum psi of 3500 at 28 days unless noted. EAWPOSTS J_ — — — — —WOOD BEAM—1— — — — — _T I . . . . —7— 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. (D 02VERTICAL T&G PANELLING TYP. SI 0 JK -4 iCUNDER copper term:ite sheild. (D OUNTERI I I REP. 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance I II with the New York State Building Code and manufacturers specifications. EXISTING BRICK HEARTH NEW CABINETS & COUNTER-FOP 1 5. Pilings shalll be installed by a licensed contractor to a depth and bearing agreec II SNA_-K AREA upon by an engineer and certificates shall be issued stating same. NOTE: 6. Unless otherwise noted all framing and structural wood components shall be CONFIRM EXISTANCE OF DOUBLE EXISTING WOOD STOVE FLOOR JOISTS UNDER PARTITION ABOVE. #2 or better Douglas Fir. IF ABSENT ADD (2) 1-3/4"0-1/2" LVIL WOOD SHELVES HI 7. All framing techniques and methods shall be as prescriptive design based on AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM ARTS & CRAFTS SPACE 5 or as specified in R301.2.1.1 (ADD PREFINISHED WOOD FLOOR111G) 8. All building envelope components shall comply with Chapter 6 of the Energy \—ADD R-28 INSULATION IN JOISTS ABOVE Conservation Code of the State of New York. ADD 1/2" GYP. BID. TO CEILING--\\ . I NOTE: 9. Fireblocking shall be pr CONTRACTOR SHOULD VERIFY RO ovided in all wood framed construction in accordance STORAGE ROOM —ADD R-16 INSUL. I OF EXISTING WINDOWS THAT ARE with NYS Code R 602.8 to form an effective fire barrier between stories and To BE REPLACED PRIOR TO F- TO EXIST. 2X4 PARTITION co I b ORDERING REPLACEMENTS UNITS story between the top stoand roof space. —PAINTED CONC. BLOCK WALLS J W 10. Protective panels shall be provided for glazed openings in accordance with PAINTED CONC. FLOOR > 6U_ 0 NYS code R301.2.1.2 if they are required. X cr 1 I 11. All portions of the new structure are designed to comply with local geographic 0 0 q 1 1 112" GYP. BID. @ WALLS & CEILING TYP. and climatic criteria as stated in the following table. Z LL RELOCATE WASHER, DRYER & SINK NEW BEAM TO REST GEOGRAPHIC & CLIMATE DESIGN CRITERIA IN BEAM POCKET X GROUND SNOW LOAD — — — — — — — — - — — — — — — 45 ps' V) Z WIND SPEED 130 M LINE OF WALL ABOVE IIIINE OF EXISTING CANTILEVER ABOVE 7 SEISMIC DESIGN CATATGORY B = = — == —_ —_ —_ =� WEATHERING _0 A=DD=NDf2X=1 2=LEDGER BOLTED TO HOUSE FRAMING W/ SEVEI ISIL 0 U) 3/8"x3" FOXY COATED SCREWS @ 12" CC STAGGERED--/ I FROST LINE DEPTH 3 6 _0,- 0" 9-0 U) T REMOVE EXIST. CONC. STOOP \5-1/2"01-7'/8" POWER BEAM 0 t3X6 ACCI POSTS ANCHORED TO 18" DIA. CONC. PIERS TERMITE THREAT MODERATE TO HEA) - (2) 2X12 GIRDER ANCHORED TO POSTS STRAPPED TO 6X6 AGO POSTS DECAY SLIGHT TO MODERA' ANCHORED TO 30"x30"x36" WINTER DESIGN TEMPERATURE 11 L — — — — — — — — — — — — — — — — — — 4X4 POSTS 2X12 ACQ GIRDER ANCHORED TO POUR. CONC. PIERS X FLOOD HAZARD AS NOTE 14X4 ACC POSTS ANCHORED TO O LINE OF NEW BALCONY �17 14" DIA. CONC. FTGS. TABLE 1113011.5 MIN11111MILIF4 HilqW-0P.MLY DIS'nU111111-11FInED LIVE LOADS fin pounds persquare foot L 2X10 ACO DECK JOISTS @ 16" OC 17'-4" LNE USE LOAD NEW DECK 1 ttics with limited storageg,h 20 Attics without storageb 10 L Ill 40 o Exterior balconies 60 Fire escapes 40 101-01, 1-01, Guardrails and handrallsd 20017 Guardrails In-fill componentsf 50' Passenger vehicle garages"' 50a Rooms other than sleeping 40 rooms Sleeping rooms 30 FOUNDATION PLAN Stairs 40- 1 /4" = 11-0" REVISED 12 . 28 . 22 FOUNDATION PLAN Ff11, ®r �� � a� �•7 �_ , resp A 101 RT 1 permits I drafting I expedifiOF 4niq .1 L_B'Oat;!01 PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 DECEMBER 28 , 2022 ORLIE/KATSIRIS RESIDENCE ADDITION ADDDITION 400 LAKESIDE DRIVE 8'-7" 12'-0" 8'-7" SOUTHOLD NY WINDOW & DOOR SCHEDULE SHED RODE OVER TYPE NOTES Flt = = = = _ _ _ = _ = _ _ _ _ _ _ _ _ = - _ — _ _ fes (2) 2X6 GIRDER BOLT TO STEEL SUPPORTS ° (3) ANGLED III o III STEEL ROOF O PELLA IMPERVIA AWNING 1 35.5" X 23.5" BASEMENT SOUTH UNDER DECf' BOLTED TS PELLA IMPERVO DOUBLE CASEMENT BOLTED R O 67" X 54" BASEMENT SOUTH III II _ @� O _ _ III HOUSE FRAMING o° O PELLA IMPERVIA 3 WIDE CASEMENT - - -�- - - - - - - - IIT—SHED ROOF SUP ORT � �I SHED ROOF SUPPORT 21 � 3 BASEMENT SOUTH ( ) 2X8 FLU$H HEADER (2) 2X8 FLUSH HEAD R I O 4 OPELLA IMPERVIA CASEMENT 67" X 47.5" BASEMENT EAST 2X8 @ 16" OC ROOF RAFTERS 2X8 @ 16" OC JOOF RAFTERS I z CD O a PELLA IMPERVIA CASEMENT LEFT ALJGr W/ EXISTING 0 I I O 23.5" X 35.5" BASEMENT EAST BATHROOM = ( 2X8 @ 16" OC CEIL. JOISTS I 2X8 @ 16" OC CEIL. JOISTS I = _ O PELLA IMPERVIA 3 WIDE CASEMENT BASEMENT EAST BEDROOM EQUAL 8'-0" EQUAL j� a SLOPE I FLAT CEILING I FLAT CEILING I SLOPE I 98.5" x 53.5" OPELLA IMPERVIA CASE./FIXED/CASE. SUNROOM WEST 9._0.. iv I o I OFFICE ® I BEDRpOM #1 0 9 Fill, 2X6 GIRDER 30LTED TO STEEL SUPPO yS ELL° PELLA IMPERVIA CASE./FIXED/CASE. I 2X8 @ 16" C ROOF RAFTERS I w o I I m 10 138.5" X 59.5" SUNROOM SOUTH O III SHED ROOF OVER o — — - - - - — — I I W SHED Ro�F SUPPORT X I I I � PELLA IMPERVIA DOUBLE SLID. DOOR 11 71.25x79.5 LIV. ROOM SOUTH — — — G — — N o I a PELLA IMPERVIA FIXED FRAME p 12 71.5" X 71.5" LIV. ROOM SOUTH - - - - - - - - — STEP I o I � I � ( z PELLAA IXED/ A E. 13 138.5 X 71.5 LIV. ROOM SOUTH ° I (2) 2X1 2 HEADER - - — I M I I OCLOSET 3 i LINE OF FLAT ROOF AE30 EF z p EXTEND GARAGE — — — — _ = — _ _ _ — — — — cn p I I (2) 1-3/4'x7-1/4" 2.0 LVL BM T 1 4 Q I w _._...__..._.._._l.._._T....__UBEDROOM #2 SOUTH _ _ 15 PELLA IMPERVIA DOUBLE SLID. DOOR B p _ _ _ _ _ 3'-0" _ 30"X60" TUB — — — o w I o wi SHOWER I. w G PELLA IMPERVIA CASEMENT LEFT �— MASONRY ENTRY PORCH ( = z HALLWAY ! I 35.5" X 71.5" L o z 8'-0" CEIL. x I Caco o 24 I ENTRY HALL _ I w I l / 16 BEDROOM #2 SOUTH x 0 co 00 Ji I 23 �� I p 3'-82" I I I c, - / CASEMENT RIGHT \ _ ,. : . I I ... BATHRM. #1_� i. zxa @ 16° oc ROOF RAFTERS 17 PELLA IMPERVIA BEDROOM #2 SOUTH 35 5" X 71 5" I G / 8'-J"PL.HEIGHT ° I 2X6 @ 16" Or CEIL. JOISTS PELLA IMPERVIA CASEMENT LEFT 23.5" X 35.5" BATHRM #2 EAST \10 ONE CAR GARAGE / \ CLOSET o IW - 1- y v — -- -- --- I I 4a' vANITY a� 20 PELLA IMPERVIA CASEMENT LEFT BATHRM #1 EAST KITCHEN FLAT CEILING c�9'-s" \\1�� iv J 3._81,. I 00� 23.5" X 35.5" / 2 \ �9 1 NEW 2X4 @ 16" OC �9T / _JX PELLA IMPERVIA 2 WIDE CASEMENT 21 BEDROOM #1 NORTH WALL W/ 1/. GYP.BD. \ �f `. _ oOpO 71" X 83.5.. EXIST. WALL p @LIV. RM & 5/8" I BATH M. #'2: O z \ GYP. BD. GARAGE \ -� I zmQ PELLA IMPERVIA 2 WIDE CASEMENT / -1..'.. p \�° I ADD R-�5 INSUL. I \�o Lxt..'_.._l_:..I jA! .. I I �? ' 22 71" X 83.5" OFFICE NORTH To N zxa PARTITION - VANITY w-a- O PELLA IMPERVIA 3 WIDE CASEMENT \ I I i_ \ L.. .t.._ ....l.. I ..:...!.... I o w�a 23 KITCHEN NORTH F w I 108" X, 59.5" \ / srovE swK d i \ /_.I..`.L..L.....'...... I_ ` O ENTRY DOOR RO w z I I 24 MAIN ENTRY WEST l.........l.... L.' o °o \ / Q I ENTRY DOOR __L___L__._:._:. .. w 1 z m I / ! I ! 25 3'-1"x 6'-11" RO MUDRM ENTRY WEST U) ADD NEW R-16 INSULATION AT COMMON WALLS—, DW ( J I / _� _L,_I._i_j.... I co x I !. 19 I ch 26 w & FINISH W/ 5/8" FIRE-RATED GYP. BD. wQ ADD NEW R 21 INSUL. @ CEILING & FIN. W/ — J O� 5/8" FIRE RATED GYP. BD. 20 I ! I I 27 f w I / _L_ _ � L_. EXIST. RIDGE — — — — — — — ~ I- / Q O EXIST. RIDGEr. EXIST. RIDGE OWE 0 z T I 30 IEIV REF. � / WOOD x EXIST. Z N fvIUDROOM FIREPLACE ui w z STORAGE CABINETS UTILITY ADD NEW INSERT I e I \\ I 33 S K � -o o NEW HEARTH TO CODE ; 9r NOTE: EXj�667. GA \ / NPP w I \\ I CONFIRM MAKE AND MODEL OF ALL WINDOWS & I FIREPLACE REMOVE DOOR Y / ti+ o I \ I DOORS WITH OWNER PRIOR TO PLACING ORDER. ICK HEAR H \ o LIVING ROOM / \ OWNER TO CONFIRM SCREEN CHOICE, HARDWARE \ a NI BEDROOM #2 / I \ I CHOICE AND I COLOR,. OWNER ETTO APPROVE RIOR FINISH AHINGE PLACEMENT h // 2X8 9 16"IOC RAFTERS`\\�� 0 z I p / 2X6 @ 16" O� CEIL JOISTS \�9T = I F 2X8 RAFTERS @ 16" PC @ NEW GABLE ROOF � / w I \o9 — _ — — — — — — —— — — — — — — — — — — —FLAT CEILING @ 9_-6_ — — — — — E I 3 I I _ w w 0O (2) 2X8 COLLAR ITIES @ 48" OC. = — LINE OF EXIST. LIV. ROOM WALL a o I a w - - - - � i.... i N i — y NEW 2x6 WALL W/ (2) 1-3/4"x9-1/2" LVL HEADERS TYP. I 8'-0"PL HEIGHT I / REMOVE EXIST. EXTERIOR DOOR T & CONCRETE �TOOP \ 1 1 12 13 16 15 U 17 3UNI4OOM ° o --SHED ROOF OVER-cO O - NEW BALCONY—tw =111TruNBs7LosTon�rrLA7E SHED ROOF SUPPORT ° _ _ _ _ _ _ _ _ YRAP u'i 00".so&A.COL.STRW Itt = — — — — — — — — — — — — _ _tH RQ7P eTRArrf+e OETAer Tor Or Tcr rLAre a"L L — — — — — — — — — —1 I—10 — — — — — — (2) 2X6 GIRDER BOLTED TO STEEL SUPPORTS STgFadNG SEAA1 METAL PROF ��,� NEW WOOD FRAMED DECK RAIL AS PER CODE 441H-_ O _ _ tl I &RqR PANELS TYP I I I �� �, q AT1S 17'-4" I I sTPNDING BEAM METgL ROOF I RAILING TO CODE I snag ENTRY BTGDR BELOW PRAMtb R EXT S TOR OO h9NITDN OR EM®210R ODOR III RIJ88ER fREU80.4 E w9VF¢W.f11 NMI,FLOOR PLAN 1 /4" = 1 '-O" 9 . 2 1 . 21 -- MCA 040 _ REVISED 12.28.22 — =I�=- c -- -_ --- ---- NEW DABLE POOF R BED I ADDITIO + I I I I ^rr OOtOeOTM b REC41� NI No w"pto [ ABMW"or k AOM SPIVS NM AO[NW*CM AW AT I I o tm-u r Tow I I [ TO LO A.-W AS ATYIV,L BTM ANO — ll l AT TOP AND BfJPTOM Or GRrPLp It A � x46 Ba.B7RAr TIES MANLrAMPW . — gsRngLT/FIBERGuSs BRINGLEs- By SOT$cN 5lwloNS-TIE W?#W'7OR8 I.klE SMPY7N Z-FMX OR loa COMdLTdRB — MOOS.lb..MI6 OR APrROV='MWVALEW.. TO iNGIomA9C--l-MM RESIT= CRAP TO NAVE WK IZ"e&V7glt0 oft nE g" rax ALL NAd1OVWtE Ni OON/f3:TpN _— AtG YNAP IRSIER 8144 PLATE AT PO110AMM W AGea L1110EA �� - --- - LPLIFT CONNECTOR DETAIL E%IBT CRIMNEY FLOOR PLAN NEW GA LE @ BEDROOM NEW GAOL ®CARAI=E I I I �I I I ii _ 444 STPNDING SEAM METgI ROOF ress s BALCONY BELOW F''� - J A102 DECK BELOW ` p-� � :y ROOF PLAN f r' (" n SOLAR PANELS LOCATED -{ ' 0 n RT 1/8" = 1'-0" 12.28.22 j �! r ; ,.. permit 5 raftin eX edltin -.:- PO BOX 49 JOA Board ot'E. N CHAMBERS SOUTHOLD NY 11971 ;s 631-294-4241 DECEMBER 28 , 2022 ORLIE/KATSIRIS RESIDENCE 400 LAKESIDE DRIVE SOUTHOLD NY klsllk,t 4 DE616N re i.6AM* AS frit A66E-7-05 60MMM v1T LOAD GE1 1NC-SS OYF'SUM BOARD 1/2-IM ?O 6YPWM BOARD Wb-W x,15 L7 HAMM OC>`V1a 'RIN sS Rt541" AND KAL`. 'PHALT+'SffltlCSLES `2,�1 SOLAR PANELS TYP. cSY4'"SHEATHINS ---_ - - - _ PLYIN (per €/2-W i.Ea EXIST. ROOF BEYOND — HARDIE PANEL VERTICAL SIDING EXIST. ROOF BEYOND - - -- RIGID _........._._.....__. _-- --- _-- —__-- ----- --_--_.._____...__.._..__.._-._--- ----- EXIST ROOF BEYONDINSULATION, �'�•� 0:15--- SINS-PLY'SHAT€r'EJ4TE'LPR+ =1N6 MED-IBRANE 0.11 ' NEW GABLE ROOF @ ADDITION -- i ----- - HBTUt�iP�ULt�s,5MC�6TH suit€A PRr. MSRA WATER 1N61� NE HARDIE PANEL VERTICAL SIDIN3 FL0ORS`AN0 FLOOR FIN151it5 12-_ ETAL OOFING @ HE SHED OOF 12 NEW GABLE ROOF @ GARAG= i "I`RAl�tIG'G?R C UARfZY TILE(! /4-16) 6 i 6 METAL ROOFING @ SHED ROOF – ON t,).ry2J�^y'.��Mm. MORTAR 13 t�A8:0140 On FLOORING 'i#X Gt,' I i IL ti (': 1.tIdC'�,..BJM OR t�f'hpAl"f"TILE,I/4-'6t £ FLOORS.kC00 JOIST(no pimter) 12-In. Ifs-in. �. JOIST SIZE5,00 Oro., OL, c — , , ..... _" 21 .. STONE* NEW STONE 1.... 2 6 VENEER VENEER.. 1x s• .... . ...:.... r — _ F TOP OF FLOORI, i N },,.. }: I TOP FLOOR FRAME �( r... + IO OREW MASONRY ENTRY PORCH O PRAMS ►^tAl. LaF MASONRY WINDOW EXTE WELL - EGRESS € 5T= !^€ALL:S: TO BASEMENT BEDROOM "' I I NEW FOUNDATION @ GARAG= I "x4 0 t�-��, /"� CYP� r IIJ IN5ULAT ,;5/5-€m. €C�t€Vc5 - - - M I I rXTE IOR 5TLO WP`LL5 WITH ERtOK VENEER 45,0 WEIErH e or mA'SONRY,tN�.i:€ t-IC3RTAR BJT NOT.PL.ASTE4. FOR: — I •PLAaTER,'"ADD 5 lb/fO FOR EACH FADE PLASTERED. :VALIMS 61VEN FE Z5ENT AV'ERA0M5. IN 50ME CASES THS 15 A. C-C"IDERABLE PW*l!OF t I(SHT FOR THE SAtwC CON5TRX110N. - - - •2,016 EGG OF NMI YORK ST62E_. - - - - - - - - - - - - - - - - - - - - -- - - - - - -- - -- - - - - R40I: DECEMBER 28 , 2022 ORLIE/KATSIRIS RESIDENCE 400 LAKESIDE DRIVE SOUTHOLD NY TABLE R602.56) I 'DPSCRIPTIM OF BUILOIN6 ELEMENTS or pa sPAGNb AND LEkSAT1ON ROOF EXISTING ADDITION 4-60 Bax(2 "XC 110'1 OR ISLOOlGINCr 9LRWEEN GEIUNs JOISTS OR RAFTERS 9,6d LaM1MDN(9 15"X4.151'91 OR LT5E WUL tD T'0P M.A7t ad EOX C1A'xo.126•Jy OR . a9•Xo.isry NA11.5 - ---.. -I --- _ --- -- �-od Bo i t7{"XO.nQ9 as a WCOMMON(`d 14'Xo.Im"1,aR PER.JOIST^r0¢NAIL :-Iod 9Dxh)O'xo.I;ZD%OR OLAR PANELS P 7 C£ILIN6 JOISTS- ,'TOP PLATE . 5.O'>t0.151"NAILa LEILINO.b157 N0Y'A'TrALt�v Ta PARAIJ..EL RAFYISP, .caoe Sox�'Xa nay ol; NEW GABLE ROOF OVER BEDROOt 1 3 LAPS OVC-R PARnr10Pb 6,+a 56cElaru 86423.1,860290 9-Ibd coMahmN 15 J4"xD.rbz'IAaR �'FIAGENAIL and Tabls RIb15 I(`fJ] 4-5'X0.131"NAILS NEW GABLE ROOF LEll,i}15 JOISt h1TArhPD Ta PARALLEL RAFT13Q -_ 4-IOd BOX(a'xO12JY9 OR LfJLLAR TIE TO RAPT'EIR,iFAPA'NAIL OR I rC"x`2OQo- 3-IOd rvMMON(914"Xo 146'9,oR :.. -._..._._ S RIDGE SYRAP TO RAFTER 4-3'XO.P31"NAILS FM.E NAIL FJSLF+Mi`T�t 0-16i/9670 NAILS(a}1'187.195'7 a1R TLC MALS oN GNE SR7t 6 RAPfE7R olR Pq?P€"91�ClSb TO PLATE P3•lbd LaM1Mt7P1 NOLs d'7Y71dD•1,OR AWv J TOE NAIL�1 OPYb517E VERTICAL T&G CEDAR SIDING 4-IOd BOX(9'7(0.1�'7�CR O1DE�EA,GN RAP'iiTR OR 49'X0.131"NAILS �`•'6€ 4-16d b 3'9@7.199`)OR 3-IOd CUMR4ON(S'140;146'h OR 4-IOd I60X(b9tD,126"J1 OR RAISE PL. HEIGHT @ BEDROOM TO 9'-0" TaEWAIL •J ROOF RAFTERS Y0 RICJeE,YALLL'Y OR Hlr RAPttRS 0R 4 D'XO.19t"NAILS ROLA'RAFTERS TO MINIMLM 2"MIDGE BEAM 3-Ibd Bax(a OR 9-IOd aOX b"7rO.I7b'71 O" 2-166 CONMCJN(315"X0.162'J�OR im NAL. / / I 19 2� 9-5.71!7.W"NAILa WALL \ \ 16d co4maN(5 wxo.162`t 24'01r.FAZE NAfl- \ \ 91w To 94I,6,04or AT'Q14ACt`D WNL}'A''1fl-`d loa 113'xo.1267.OR RAILING TO CODE wwa.lal'J"Ls R' OG•P L Ibd BOK(NAILS .IQ6'1,OR a SNP til SCUT AND 17D K NG 571X75 AT INTE'R5ELtiNG WALL 3"7+0,131'NAILS F7'OL.PAGE NAIL l.OIRNERS(AT BRAGEO WALL PAIJFLSI 16d LDh40ON L5J4"X0162'J W"DSL.PAC&NAIL fed COMMON 074"X0.1629 16".a6,.EACH EmSE1 P'Ar.E NAIL. NEW 10 EULT-UP tEAt7ER(?'TO 2"hI-NMR PIIT114A'SPACER) Ibd oOX i 14'X0)%"1 f2"04.EA4H EDS PALE NAIL BALCONY 5^,nd Bolt CJ!J00-1191;OR 11 C4NT114j"HEADEiR TO SPUD 4-90 wMI^�N�:s-mal,51 J:ORTOE NAIL TOP OF FLOOR 4-110d BOX I 16d cc#J'N(6151XOJ62'7 I&`Clit.PAGE NAIL 12 TOP PLA'rP 7L7TOP PLAT1~ led BOX 3"X0.191'1 NAILS 17 aL.FAC):NAIL 6.-16,d GrJF4MfGP1(3�'xO.I62y,Olt tYf R!i TOP P9.AT1;SPLICE r'OR a17G•e' Wihf s6,faM1e r2-Nd eox b 15'xoJ56'9:Olt. . \ EGRESS 7 WALL LINA SPAGINS<25 D-ittd H5X(a X0.1261,oR PACE NAS.oN"414 51 DE OF"/ 12.5"x0.131"NAILS END Jo141T(MINIMIM 24"LAP �• / \ I3 SPLICE J_ENSTI4 EACH SIDE OF .NEW STUCCO @ \ O / ® \ _ 'DOMLE TOP PLATE SPLICE SDLB v'oR y Awl END JOIN) . EXISTING MASONRY O DRACED WALL LINZ 5PAWAS 125' 1' $ Is^I6d f3K"xrJ.9y7 led COMMON rj,%X0.16"1 J16"OL.FACE NAIL / I co' 9rtl•I'oM PLAC$`Til)OMT,FUM)DIST,"aAtd7.10157 aR I"Box(a AIx0195• OR l9"DA,1"AGC NA14 \ / BIfJIr.1EIN6(Nf7rT AT=41 WA.L.L PANELS) 3"X0.1519 NAILS 11 O-16d 6x4OR 9 EACH IA'OG.TACE NAIL 9 S L.ALH I6"01111 pArt NAIL . MASONRY WINDOW I P7LarKING(AT'Aa.RA2 WALL PAWLSI 4-5'x0.131"NAILS 4 MICA 16"Q.L.PALE NAI). WELL - EGRESS I s46rt BVX b 15'X0195'1,OR, I 4-6d�f.LMQAON(SY7k7.lay,OR TOENAIL. TO BASEMENT ro TOP aRJ3OTTCN't PLATE 7o SND 4-I0dWQM')0I TOP OF BASEMENT FLOOR I BEDROOM I I 4-IOdJ50x1 'X0126"l,aR I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -ZL - - - - - - - - - - - - - - -L1 WAILS E - - - � 5-Ibd Lhax(5 3"XD.1567,DR 2-Ibd oOMMAOMI(a 14"X[7)62.1,aR EI'ID NAL 9-I0d BOX 0%0,1269;OR 9-'8'Xa,IDI"NAfLS 2=1 BOX(9'991126"1,aR PP TOP MILAPS Ar emalmmRS AND iNT9i5ELT10N5 2-I"COMMON m x"'22 y;GR 5-31XD.ol"NAILS ..PALE NAIL s-ad"x(2 •X5.113"1P OR 16 I.gq .1'O C1GH SWAIdG MATE2-Od COMMON GF74°XO.I'Jrh OR ;2--10d HOx b•xD.126"),OR FACE NAIL 2 STAM-15 1%'• OR 2-W eclmM' J(2&XOJ91')1 alt EAST ELEVATION IDE M 1•x 6'S4EATJNM6 w£ALB wAAPIN6 2.1061 Dox o'x0J2w%oR PAL:E NAIL 9 STAPLES,1"C.FROWN,Iaya,J%"Loo s-6d LaMd•45N CIJ4"XO.191'li OR 3-ION BOX MIX4.126"h DR 1 /4" = 1 '-0" 9 . 2 1 . 21 �° � `°� O STAPLES,7'Y^RoWN 1690. 'LCIS REVISED 12.28.22 SO I'x 6"AM7 Y'uIOEI'!SFEJIT}i1N6 TO PAGIi BE/,R1N6 AVERR'THAN I'X 6' FAGS NAIL 4-6d Box(2 px6.1fm%CR 5-ad G4*4mm C2 A"X0.11IIIr'7;OR. 3-Iad Box b"x91261J;OR 4 S7API.M 1"LRON 4 16")%"LONG FL 4-6d BOX(2;'X0.115').OR .71 solar ro SIU.,,TOP PLATE OR 61RDER 5.661 LOhnAOrQ(1'14"X6.IQI•'J1 OR 9-Irld 9oX(9°X0.126"J;0R TGE NAIL 9 9•X0.161"NAILS bd aoX •,rOJfa• 4'oz.we NAIL 72 RIM.101ST,B.AIVD IST 01%BLOCKING TO 91 LL OR TOP "'COMMON(215'X4,Is[,%OR PLATE ARLIC RrIC7N9 ALs07 l d wx N%0J7 1 OR 6•aL.TGE NAIL 9'937 1st.NAILS sox ;oR 2.6d COMMON t7 J5"X0.151.1,OR %6.5d3FLooR 6A Less i-v ImAw JClbr 8-fod BOX(a"x0.126°J;OR .fAt.E NAI- 2 STAPLM,I"LRorft I"oj LOW . 24 2"'•SUiSnDaR,14 jolt+OR 6IR'DER 9-16d Max 015'X0.155"JI,OR 111I AN12 15Af.1c N A9- 9-1661 cONMON b15"X0,1629 "'A 2"rl-AN (PI-.ANK I BFAM-FLOOR t ROOF) 9-16d Dox(s 14yt0.i®5''1:OR AT EACH MAKINS,FACE NAL 2-led COMMON=1621 5-I6dX0.145:, IM SAND OR R ,JOIST TO JDlar. 4-10 PDX(s"xD.l '?;on 4-8•X0.161"NAILS,OR END NAIL 4-9'X 14,9*-srAPLES, CROWN MAIL god=MIMON(4"X61Ig2'),OR a7 or Ar ToP AND BSTTeMt A)0 STA09G6UE9 l I SOX(5"X0.1761);Cft 24"O.L. NAIL -T TOP 2T 94MLT-UP 6IRD1ER5 AND E7F.AM5,'2-INCH 111M'BM LAY64 9"XD.131•NAILS NNC7 507TOM STA00tIll ON AN:. 2-.Wd COMMON(4^X0.1979,OR rAcE NAIL AT tXPS ANP 9^10d Box b"7fOJ2a'7r OR AT EACH SPLICE 5-5%0.151"NAILS 44"BOx to kxo I%9pR 26 Lroom sTmr.,a1A997RTN6-013M OR RAPTme II COMMON(574"XD.162y,OR AT EACH JOIST OR RAPm%, 4-IoW Bolt O Nuf24"1,OR FAL£NAL 4-5190-I5I NAILS . 29 M1741N0 TO jaST 74061 19'7a7'12a'9 EACH".10E NAIL 1NOOD STFCJCTUTAL PAtcL56 swrLOOR,ROOF AND IMEw7 ,WALL SFEATHRI6+TO fW MMb ACID PARTICLE SCWW KALL aHEATHI 10 TO RRAMING E TABLE 86423(31 FOR WD7D yom"' n)RAL PANEL ExT04110R PIAL L VehTNNG TO XA"PIRAMINGJ bd COMMON 0X4.1159 NAL(S:{�W,��JA01C WALL) ` �P Sd LDMMON(2 Jy'X0.1911) iWOONAIL J Od CGMlVN NAIL'(21JtX(00I') 6 11P OLAR PANELS T P IPId AOMMf1N(9"xwAa"1 NAR"fm sd(2 A'Xo.l¢I'.J DEFOIRI.W NAL + 12 ..�_ _ ..... .._- - -- S rATNIN6 MB I �rRZTURA.CELLU40510 P�ONRD DICAP 5HLIAAtt'1t'ROR I'LROri1/STAPLE 16 gr8 ------------'- - - _..._....._.._-_._ -------.._.._._------'-._.._-_ ---- p"5719. nWAL t.E I In 6616,FI, OARa ql 6 . _- - 5f1EATF6N6r MCIL'R,OR 1'L1RDYiN STAPLE I6!•In, 'a 6 • _._-____...__.__-.__- _-_.__-___-____.. ................_..___-._.__..._......__.._..____ V 'GAI.YANIZ®ROOPINb NAIL,9T !LE !?9 14"a•'IPSUM sfff.ATMINGd 41ALVANI V.t1a"'L0F16%114'SCR , TYPE iq on a 766 !L'6,1.1 9UM.%iffA 14 4a 6ALYANI2ER ROOPIN6 NAILr STAPLE +SeALYANI�b,11)g'y.REJy°a 7'Mr'p W ORS . Al STRI87RUAL PANEL cOMN:NATION S JWL06R UNDERLA7M61T To PRAMIN6 OVER__GAA 9Y '4'ANP LMI ( "x0.120"1 W.IL;OR 6 O ed cOMNK7N(SJS''X0.I017 NAIL ----.-......_._......_.._.. ad COMMON(7 "1 OR F: Yi Id MrORNW C2 MAIL #LVL. HARDIE PANEL VERTICAL SIDING IOd COMMON b'X0i461 NAIL,OR 6 I 3a I)1<"•I1:". (214'XD 120"1 NAIL ,< v FOR 51,1 Imh 25.4 mm•IPmt M046 1nm,I MILE PER HOER e ;I J49I.6.IAS MPa I h7 NALS ARE SPk70rH-CO"'M BOX OR tD£FORMED SHANKS Exf.EPr WHERE OTHERWISE 5TATM.NA1L9 U",.£v FOR PRIANC SHEA14IN6 _€ cONNECTION5JSHALL HAYS MINIMIM AVXRACI."I C=INS YIELD STR@,LSTNS AS SI 00 iMl POR SHANK LMAI4L•TFR OF 0.117 1NCM(SYid ` _ S11AN1C vtAMEIT LARGER TWW 0.147 INGM BI7T 161071-A,Rr,ER T?FATL OJj7 IW51♦r AND 106 K51 FOR SMANK i .:, .. - .. . .................t �. � / \ OIAhL"IERS OF 0.142 INCH as LE55. b. IRE AND HAYS A MIN"7(Ii-)MGH dh4 DfAT'ffi1'EIR GRCIYdJ WIDTH.. I ORT4N51'Pfi[Xg 66 1MCLS ON&ENTER AT ALL S.IPPORTs J@d[i7r SPANS ARE!46 JNCI-L'�OR d117EATElk .... / 1W APPLIEV VUR nLALLY. -FOOT 9f 1 ANDS SMALL ' I GARAGE / 0 \ 'a.SPALIN6 OF FA5TENplRS NOT INCLUDED IN T`115 TABLE SHALL M BASED CN TABLE 8602.3(21. 9 F.W$'14E TI$ULnMArE DPSI6N WIND SP`ETb IS 135 MJFYJ o"1 ,NAILS r-5R ATTACHING Nbap sTfQLCl1JRAL PAW-4-ROOF 5f4EAT44IWS TD j 61.t9LE EWS i^Ildl FRAMING 5HAI1 E.E SPACE'6 INCHES pN E:$NTER.N4ff-RE TI$LLrIMATE 17E5M9N WIND 511° 0 la 6REATM THAN 190 NPM, .iNAILS FOR ATTAG4IIN6 PAPEL ROOF�JiEATHiNT>TQ IHTE4MffDIATE SW"PORT5 SWN.L BE$E SPACED 6 INC14m ON CENTER FOR MIwMM 46 00 2 5 , cSDCANTER TO GA@L E ENDWALL PRAMNa -'_STONE VENEER,! ' � 1NI E WITH 6A 965 FIBPRWARD SHFAJi4 WS BY#'IRA,MINS MR4 ANO REdJIRL`bM76ES APPLIES 70 PANE.M76M L111 THE TRATAING A7 FLo4R PEiRJUIECER5 ONLY.SPACM6 OF FA5TJ:NER5 ON ROOF SUPPORTED 9Y FRAMING MEI"E19R4 ENR SOLID 9LDLKIhIG, - � ` I i I I i aUPPORTT:D @(FiRAMNG MEMBERS AND RJSGRJN�D fnIiTLKING BLocKING OF ROaP OR FL4C7R SHEATHING PANG.EDGES PERPEPIDICULArt ra \ ,'1 INHERE A R.AFTiit LS FASTETffD TOO w41 AVJAC.ENT PARALLEL CEILING JOIST'N AGCORCSAMY:£WITH THIS 5Gf£Llll� P"bmtr WOT rim AR NN 7NE OR'091 T1;9117E QF THE RATER,SHALL NOT BE JJ^I5T'M TOP PLATE N AC40RPAW:E WITH THIS Sat4tv".THE DDE NAIL THE CREDILIN6 T}C RAp'7iR AND tOE NAILS FROM - -=--- - - ( i - T - 1< :. . :,'NEW STUCCO .EXISTING MASONRY I I I ELEVATIONS WEST ELEVATION ( SIDE ) 1 /4" = 1 '-0" 9 . 2 1 . 2 1 REVISED 9.24.21 _ - r Ss REVISED 9.30.21 JA 1 0 4 REVISED 11 .8.21 j RTL is I r i T!777 permits I (draftin ex editin 4 OF 4 PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241