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HomeMy WebLinkAbout1000-121.-4-24 OFFICE LOCATION: so MAILING ADDRESS: Town Hall Annex ® P.O.Box 1179 54375 State Route 25 jr Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) eay Southold, NY 11971 Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: August 11, 2023 Re: LWRP Coastal Consistency Review for DANIEL FERRARA & JAMIE SCHWARTZ SCTM# 1000-121-4-24 The Board required an 85' wide non-disturbance buffer in 2011 under permit 7555. It is unclear where the trees to be removed are located on the parcel. Removing trees within the natural/non-disturbance buffer is not permitted. The purpose of these types of buffers is to leave them in a "natural" state to provide function and values for wildlife and wetland protection. Laurel Lake is a Critical Environmental Area. The use of a treed buffer to protect water quality is important. DANIEL FERRARA & JAMIE SCHWARTZ request a Wetland Permit to construct a proposed 32'x40' (2,169sq.ft.) two-story, single-family dwelling; a raised 10'x40' (485sq.ft.) seaward side deck with 10'x40' on-grade concrete patio under; an 8'x12' (96sq.ft.) front porch; install a new I/A OWTS system; install shrubs along the "Limit of Clearing, Grading and Ground Disturbance" line located ±5' seaward of proposed patio in keeping with the natural landscaping; install a 60'x±12' (±755sq.ft.) gravel driveway; and to remove 9-10 trees due to construction or dead/damaged. Located: 1805 Laurel Way, Mattituck. SCTM# 1000-121-4-24 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 action is CONSISTENT with the LWRP. 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 Town of Southold RECE ® LWRP CONSISTENCY ASSESSMENT FORM AUG o 7 za?3�l Southold T&wn A. INSTRUCTIONS Planning Board 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form.should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated. as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non-. supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning D p'rtment, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# PROJECT NAME The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate'response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation, land transaction) ❑ (b). Financial assistance(e.g. grant, loan,subsidy) (c) Permit, approval, license,certification: Nature and extent of action: r I�� Location of action: / 7J"� L.�,12�e `�,�c, ,/yliT►�C /U / 9�� Site acreage: p Y Present land use: 'j/',c;.ce sy> d�4 ✓!� Present zoning classification: �- 2. If an application.for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: (b) Mailing address:_ A (c) Telephone number: Area Code( ) 6—ly� (d) Application number,if any: N/ Will the action be directly undertaken,require funding,.or approval by a state or federal agency? Yes LJ No❑ If yes,which state or federal agency? C_ L.A-0l J C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. WYes ❑ No F] Not Applicable AAZ Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LVWRP Section III=Pol'cies Pages 3 through 6 for evaluation criteria 0 Yes 1:1No Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and. protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III-Policies Pages S through 16 for evaluation criteria , Yes —1No ❑ Not Applicable it of_ j /+ 7t Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria LYes ❑ No ❑Not Applicable loco .- c_ g '' & Lie- AA Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages.22 through 32 for evaluation criteria. J No Not Applicable -T4 rl A-10 DIrr- -Attach additional sheets ifnecessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ NooNot Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes ❑ No ❑ Not Applicable IF PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III=Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye❑ No Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III-Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No Not Applicable ` Attach additional sheets if necessary Policy 12. Protect agricultural.lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ NoAT'Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. [I'es ❑ No ❑ Not Applicable -Ly _ "CZ�;-L1,1-� 1A�1�,-_, L- -� Le 14111� vk 044d. PREPARED BY E �=W_ -r0V TITLE D/4 � DATE c�3 SYMBOL LEGEND 0 NDNUNENT IND �J C IP./m END J, BEAFiINCS SHOWN HEREON ARE BASED & IP.I LE SET �� CRESCENT WAY IN LIBER 13136 PANE 0316 o"p SPD;ftEVAD011S WAY unun PDIE LAUREL GUY anon Y P WIDE) — -� DLE r/AlcxT (25" — ---- "4 UGHI PELE \tel•'---- P.0 FENCE(PVC) —� MC-DE FOYE:ST") —S— CH-UNK FENCE(QF) S I 1 —— „RE FENCE / I �• x ,.' lP 55 _ ' FWD c 'OLE i 56R 27 00':E-� ;,'kit / 'B'-INLET I ! I \ YARD INLET ®YARD INLET Z A/C—T m ELECTPC 04TEP TER �n vtiEF.ENE TER � � I \� � Lh I oa Gs vALNE I �F4F4 NATER lxLVE / I j \ I'yI{, 1 FIE ky � / �1 I SHRUB I I __ 0 `\\ li j ® 6V,iaRD ( I '�l i/ r 1 I c A xETLAIlD FL.G i /'r �• D.0 DEPPCSSED CUPS FE.FENCE I g \ 1 u.5 -So— 17 PL11FOR1.1. ri'v; x!rlD7k'AELL 1 1 e/w ecr wxGm; r � xP 1' ` 1 C/E CELLAR ENTRAJ CE y . D/N C" Ioc, P/D FOGF CVER 'b / CANT.ClITLEVERPOT % G D L GENEP.a LY U!LRIEI '\ TAX T 24 ED M-SSS OUTTAX LOT Y$- /J��• _ __ T z5 SIcrE "- W O 77 I l�x-- ML Ma w -its '' '? "�• WALL fes, I T O p A, . GRAPHIC SCALE {� JD D 15 3 LOT AREA ( IN FEET ) 19,538.20 S.F. 1 inch = 30 fL 'ALL ELEVATIONS REFER TO A14 ASSUMED DATUM 0.45 AC. OF NE`v SURVEY OF PROPERTY SCALICE 1805 LAUREL WAY la n d surveying SITUTE VILLAGE OFAMATTITUCK m mjslandsurvey.com P:631 —957-2400 TOWN OF SOUTHOLD u�J Ogp;3F>SJQ; DR.:MC CREW.:NB SCALE: 1" = 30 TAX MAP N0. SUFFOLK COUNTY, NEW YORK LAND DATE SURVEYED:02/25/2022 JOB No.S22-0469 1000-121.00-04.00-024.000 igr+a�i�'i i��c'U�u u�.n�a d�0.�tr f e4im�K��.ca`a 2r y ws Y sc SA.ty m,nc unarsn5 acwm.v n Sarn.r�af X rAvc rur sra(nl�i,c�[a[S a>�r W�s 45[KKn.n aCm i wn.�,I i+an of�M eunulT 70 WIC Alt. �' N �►' ti � -a 'tib: � �' •� � •� �. t � '= 1pal • r �; +Ot lip r � v Vio- -. ��~ _ �y s .J�CV..(.. ti. ... �. •r• ,sem.; �•�,� - _ ,-�• _ -�•:7 - �'.^��`. .-��. _-� °r•/ �'-: '.'"�- - :ay� '�"�:•� ,-..-.w�.�' ,T.•�_�,' :�'`I. 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WE w.NMI x \` SUFFwK - I C«wrY GGt.IrY�BNFFGLII I Bw1D \ wnTER I \ „ 2. \\ N,rHaurY 10 x \ 11 1]N \ G \ '� b•1 \ � OIMTY Of SI1FFIXlt \\\ 66 7 I \�r r • \ 0.0 1 WE— NO EESEGO � I 'v tea.•" �� �, I Taw TNao 11 r123 t,.' `1.4 Te o .5 .� oHn.Ln wN�FN6N I t]°„ I x.t . I A I � rzA i 61zz �. to O CWNTY OF SUFFOLII 16 A —K 1— A I � ° - u ERNtrtHGRm I � I � 71 I LAA \\ - '�' a»xsrw.rt \`I TOVMPSWLHOID @ Q CI= Qw F-1.NO SEE SEC.NO xsaa r1 i LAUREL LAKE f... FOR PCL NO \ SEE BEC NO. x50141. wTfN BEEWc-1. LME LATCH WE—NO.1x5 - UME Bff SEC.MD.124 e _�_ �• all — -- �� �� __ „� NOTICE a�+V`,,y COUNTY OF SUFFOLK © E 1] aanllan secTwNNo _ Q __ _ __ __ — Real Properly Tar Service Agency r N r.s. '^-'� m.— .. svu. • sou • , O—ft. MRFMre.NY11M1 N 1L til to 121 P 1 1-T. 1r0 la PROPERTY IAAP SYMBOL LEGEND S19 * ALL ELEVATIONS REFER TO AN ASSUMED DATUM BEARINGS SHOWN HEREON ARE BASED ON LIBER 13136 PAGE 0316 0 MONUMENT FND ` 0 I.P. /I.B. FND \ • I.P. /I.B. SET \ CRESCENT W A Y 005.55 SPOT ELEVATIONS CO-.3 UTILITY POLE >— GUY WIRE `\ UTILITY POLE W/LIGHT `.� (LAUREL WAY) ( LIGHT POLE ( ) I —r SIGN I / 25r WIDE T-�� FIRE HYDRANT % \ ��T- EEpPE 0 PAVEMENT UTILIT'1��-T �- PVC FENCE (PVC) / / �t--�-T-- �� POLE �r STOCKADE FENCE (STK) —X— CHAIN LINK FENCE (CLF) ,p I T+cL- / WIRE FENCE / + !,pULCO-41 �rp��o2�rK�r EIS i /' s / > ® MANHOLE _X55.,28_ �� y / "A"-INLET I 1 M0� 18 DLEA X r--'rr--'r"B"-INLET I CING MON ® YARD INLET I 1 --.NP / jt i I / EIISTING ® YARD INLET 0 SEPTIC SYSTEM A/C UNIT E>aS11NG / ICJ PROPO ELECTRIC METER WELL / Q 1 / PORT SAMPLING © GAS METER _ 1 NEWINORW040 til / G; a ao ® 1 WATER METER / o I SIN LAR k GV GAS VALVE / I Q,•/ �` j 04 EEN\SYSTEM �` i_ I WV WATER VALVE % �= j n�` / O 35 ONT�9UILDWG �W+�lo 1 TEST HOLE Q l TREE �� ;SEIBA \\ I A 1T ��• 1 v SHRUB 1 1 I +� i �I( + N / I /ALARM THE An a WETLAND FLAG l if / CORN C/0 / -- ; IxI D.C. DEPRESSED CURB i I i' / PORCH 1 'A 1 I o FE. FENCE I / 1F i 'R8 •7 MAS. MASONRY TES a^.^320 yp! I Q PLAT. PLATFORM �/1 /j 'HOLE LANES T 1 y II W.W. WINDOW WELL 1 0S i 1 B/W BAY WINDOW 1 IN // 1� Y kR 1 I LAND N/F I / •^ / . W DIA` C/E CELLAR ENTRANCE NANCY ESHELMAN I / /I 1P o ` + ' DRYWEUJ 0/H OVERHANG TAX LOT 23 PROPO\ / I R/O ROOF OVER I /tp 16,� __. SED SINkE / CANT. CANTILEVER I FAMILY RESIDENCE / F1 4' I \ ao ` / N A G.O.L. GENERALLY ON LINE PROPOSED WATERUNE / 1K I 19 CROSS CUT I \ ten �Op X1 v I O Q STAKE PROPOSED WELL I / d 32 0' = , FND DO G 0/L ON UNE PROVIDE HAY BALES AND h'?/,7, + .•+;'.:', SED' �� I, MON I SILT FENCE AS SHOWN FOR I :.oA! DECI(":: , I a I PROPOSED EROSION CONTROL or BUILDING COVERAGE -1 j +'1 LAND N/F I ;t 20.0- UMI] bF `- 20.0' / LOT AREA o N GftjNG•. %. I MICHAEL D. RYA c6uaD:DI RBAri(x: ' ' '� I TAX LOT 25 19,538.20 S.F. = 0.45 AC. S7IRlJBg.Tq BEbb Y/.. PLA '3',<j 41;NTER , ;�.. 6 / ..• . h., eu 0 BUILDING = 1.280.00 SEPTIC SYSTEM UpU>y ti.. .' :. :'7 .•,''.: �; -`k: • I .+� DtF i ..:..! ` /...:' co+Nc. cuRe 1.280.00 S.F. = 0.03 AC. %< . ./-: '• 7% LOT COVERED / . f /• h PROPOSED A: ;. . .>... , , .,•. o') a;'r'.,..:.' FND LOT COVERAGE �. :•• i, / - PIPE h.:. r �:.� 2 I.•' io.2' LOT AREA 3 / r o./. r r.. � •. i , �_ •�.: ..�.:•:.:� f:':;', � .•�• ,. �' / .' :••�:.'.. 19.538.20 S.F. = 0.45 AC. ' �!I' �r.�•�/t. _'-• i.: ! ,•• •.�•,. ; .: /.••. . r_ 16"• WALL + ' •Pir ? / ,� i ,e' r: ..i '.• 7.1' BUILDING = 1,280.00 DRIVEWAY = 755.87 DECK = 485.36 PAN16L:E�-RR9R'A TAX L9:!? PORCH = 96.00 ,,� � ;i �•'.\Ny, %''2?!' +`.. :''ski's 2,617.23 S.F. = 0.06 AC. 13% LOT COVERED F1vo� ;`? ;//.•• f J .. 'NOy E rr G%-• .J•} ... �t, i•,�J 43.: ~'- /, Y 'i�T. TEST HOLE � '' c �'�-.t•.•r.^•,. .E.`•.f,h�' !�, :-o'mo�i' '•' �•'' + [/ ..i •iW �- r j Yy.:'.'.. I Zr 3 NOT TO SCALE 0. GRADE ELEV. 29.3' .H6 � >.J.r��';•:. .•�''�-',-�.. BROWN SAND Q C 0� i '`.. ' '�.��� % v' I I— _ LOAM (OL) l PALE BROWN FINE TO COARSE SAND WITH 10% GRAVEL sw ( ) ,; v ��az o o• ° �ro LOT AREA PALE BROWN FINE TO 19,538.20 S.F. (SP)MEDIUM SAND NOTES: TAX LOT I1 0.45 AC. LAUREL LAKE 1. PROPOSED FEATURES PROVIDED BY OTHERS PROPOSED 12' 2. NEIGHBORING SEPTIC/WELL LOT CLEARING AREA NO WATER ENCOUNTERED LOCATIONS PROVIDED BY OTHERS t- rf" I� p `� 19,538.20 S.F. = 0.45 AC. McDONALD GEOSCIENCE E Vf E 4J �- 9,025.91 S.F. CLEARED 3. WETLAND LOCATIONS PROVIDED 04-09-02 BY OTHERS 46% LOT CLEARED GRAPHIC SCALE JUN 3 0 2023 8 06/19/2023 ADDED DRYWELL & DRAIN LINES JTS JDL 30 0 15 30 7 10/19/2022 ADDED REQUESTED DIMS JWC JDL 6 10/12/2022 REVISED LCGD LINE PER TOWN MARKUP JWC JDL 5 08/18/2022 REVISED SURVEY TR JDL Southold Town 4 03/22/2022 REVISED SURVEY JH JDL ( IN FEET ) BDardofTrustees 3 03/21/2022 REVISED SURVEY JH JDL 2 103/16/2022 PROPOSED ADDED JH JDL 1 inch = 30 ft. IREV I DATE DESCRIPTION I BY I CHK -CF NEtVSCALICE ro (3 �-EAo%°�� SURVEY OF PROPERTY * ; 1805 LAUREL WAY land surveying SITUATE VILLAGE OF MATTITUCK m2 �° mjslandsurvey.com P:631 -957-2400 TOWN OF SOUTHOLD s� 050736 QJ DR.:MC CREW.:NB SCALE: 1" = 30' SUFFOLK COUNTY, NEW YORK p `A NO SJ TAX MAP N0. DATE SURVEYED:02/25/2022 JOB No.S22-0469 1000-121.00-04.00-024.000 (1)UNAUTHORRFD ALTERATION OR ADOPTION TO THIS SURVEY MAP BEARING A UCENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209,SUB-DIVISION 2,OF NEW YORK STATE EDUCATION LAW.(2)ONLY BOUNDARY SURVEY MMS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYORINA 'S ORIGINAL WORK AND OPMON. 3 CERTIFICATIONS ON THIS BOUNOARY SURVEY MM SIGNIFY THAT THE MM WAS PREPARED IN ACCORDANCE WITH THE CURRENT IXbTING CODE OF PRACTICE FOR LAID SURVEYS ADOPTED BY THE NLW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS,INC.THE CEIMFICATON IS LIMITED TO PERSONS FOR WHOM THE BOUNOAR/SURVEY MAP IS PREPARED,TO THE TITLE COMPANY,M THE GOVERNMENTAL AGENCY.AND TO THE LENDING INSTITUTION LISTED ON THE BOUNDARY SURVEY MM.(4)THE CERITHCATOTS HEREIN ARE NOT TRANSFERABLE(5)THE LOGTON OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS MFA R ANY UNDERGROUND IMPROVEMENTS OR E NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMAT ENCROACHMENTS DOST OR ARE SHOWN.THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY.(B)THE OFFSET(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY UNES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT No=TO GUIDE THE Vu=ON OF FENCES,RETAINING WALLS•POOLS,PANTS PLANTING AREAS.ADDITIONS TO BUILDINGS.AND ANY OTHER TYPE OF CONSTRUCTION.(7)PROPERTY CORNER MONUMENTS WERE NOT SET AS PMT OF THIS SURVLY.(8)THIS SURVEY WAS PERFORMED WITH A SPECTRA FOCUS 30 ROBOTIC TOTAL STATOR (B)THE ETOSIENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD IF ANY.NOT SHOWN ARE NOT GUARANTEED. (10)SURVEY 15 SUBJECT 70 ANY STATE OF FACTS WHICH M UP-70-DATE TILE EXAMINATION MAY DISCLOSE BU11-PING[DEPARTMENT[DATA, q S FAMILY HOME Classification/Floor Area ABBREVIATION N EW SINGLE Floor Level Exiting I Proposal Total ACQ ALKAUNE COP PER QUATERNARY LVL LAMINATED VENEER WMSER ACT ACOUSTCALTILE MAX MAXIMUM -� Cellar(Finished) O O 0 AL ALUMINUM MIN MINIMUM ALT ALTERNATE MRS MARBLE LAURELWAY 1st Floor O OO AFF A30VE FRST FLOOR MS MARBLE SADDLE N 2nd Floor O O O ASF ABOVE SUBFLOOR MTL METAL K A.S. ALUMINUM SADDLE NA NOT APPUCASLE of Q �- Total O O O AP.B. ANTHONY POWER BEAM NIC NOT IN CONTRACT e B.G. BRICK COURSES NOM NOMINAL O Garage 500 SF 495 BF 495 SF BD BOARD NR NOTRSOURED N hBLDGBOT BOTTOM NTS NOT TO SCALE LALJREL, BUILDING OC ON CENTERGBB GEMENT BACKER BOARD OGG OCCUPANT(S)CL CLOSET OH OVERHANG Decks O O 0 CLG GEUNG PART. PARTITION GLA CLEARANCE) PC POURED CONCRETE CoL COLUMN PTPOWT GONC CONCRETE PKT POCKET CMU CONCRETE MASONRY UNIT RADRADIUS • CT COLLAR TIE REQ. RMUI ED -_ GJ GEUNG JOIST REV REVISIONS) Q~ CANT CANTILEVER RM ROOM CMO CARBON MONOXIDE DETECTOR RR ROOF RAFTER DV. DIAMETER WRREMOVE AND REPLACE \ 11 0 DIM DIMENSION SEG SECTION CRESCENT WAY OR DOOR 5F SQUARE FEET W O DTL DETAL SIM SIMILAR (LAUREL WAY) °ti DWG DRAWING SQ SQUARE m U ON DOWN STL STEEL \`l��'-- (25' WIDE) EA EACH SO SMOKE DETECTOR EL ELEVATION STD STANDARDPAVEMENT uTIu��� R301.2.1.1(2020 Residential Code of New York State) EQ EQUAL TC TOP OF CURB 1 �I--F-__ I pOIE / - DC EXISTING TEL TELEPHONE / 1 '� A� l .y - _ ----�� 27.T / Construction in regions where the basic wind Speed. EXH EXHAUST THK THICKNESS '� 11.5/ Design Criteria ,. EXT EXTERIOR T05 TOP OF SLAB Cd1 -'e-- .uLCO/-3 / exceed from Figure hall be(4)equal in exceed y EF EXHAUST FAN TX TOILET IXHAJST i +� ��ULCO-4� `SSP 1 e27'p00�L 130 miles per hour Shall be designed in accordance z EW EG 995 WINDOW TXF TOILET EXHAUST FAN - Y 55.;281'— FG FIRE CODE TYP TYPICAL I / - with one OF the fallowing: Q 1 F71D .-(t)8'DIAM%Az' FND plans have been designed FD FLOOR DRAIN TEM TEMPORED I MDy DEEP IAM X4c = MON In acwrdance with: 2020 New York State Residentlat Gude m FN FINISHED) TEMP TEMPORARY I /+ P / SbR I / EXISTING Z FIR FLOORING) JON UNLESS OTHERWMSE NOTED I +' EXP. I / SEPTIC SYSTEM FPSG FlRE PRCOF SELF CLOSING MF VERIFY IN FIELD O / 1 ! " ` / O FT FOOT(FEET) EnsnNc CLIMATIC GEOGRAPHIC DESIGN CRITERIA: / I / I (Table 8301.2(1) U C] WG WATER CLOSET M£IL PROPO FJ FLOOR JOIST WR WATER RESISTANT `/ S PORING III Wind Exposure Category GA GAUGE / �}i 1 ` 1 NEM NORWECO l j % Ground Snow Load: 20 PSF GALV GALVANIZED / - I 1 TNT-500 t11-, I / c GR GROUND FAULT INTERRUPT / 0 1 �• { SINGUUR t ' Wind Speed: 130 mph 3 Sec Gust (..) F. GL GLASS % c 1 01 / `1 ` EFN'SYS7EA1' 1,, 110 faste.t mile z o GWS GYPSUM WALL BOARD / ) ! ; J5CKILDING it 1`(O I Special Wind Region: NO (j] HC HOLLOW CORE J / •` / Windborne Debris Zone: NO Q W LL HOW HARDWARE l I +d°/ ' ` � a I Seismic Dee' Cat o C HM HOLLOW METAL �MIa s xNr ,� I I i9n e9 rY z HO R HORIZONTAL / 1 !ALARM NnF{QRDA I I I m W / I Co14TR L I IL I E Weathering Serer. O HP HIGH POINT / 1 •�/ F C/0 + , 1, I I W ''.I 3 HT HEIGHT / ! �`' 1 I' `;, x1 IS Frost Line Depth: 36 inches HVAC HEATINGNENTLATIOWAIR CONDITION / /�7J+�• PORCH I 3 IN INCH OXX0' 1 ,y°� I �' Q Termite InFestalion: Moderate to Heavy I-arA INT INTERIOR I+'� / +u'32.0 I INV INVERT /, / I H�{ ,20.0' + I I o Decay Probability: Slight to Moderate JT JOINT I /o KIT KITCHEN n /. ,tp Ia�` a Winter Design Temperature: 15 kr .i LAV LAVATORY I /8 +g""' Shield UnderlaymeM Required Valleys and Perimeter I( Flood Hazard Exempt a PROPOS6, 1 FAMILY RESOi01E11EE / / I Air Freezing Index 599 R! GLE PROPOSED MA &0 _-- -- 7J ..+MSFT I z W i �s1K I Mean Annual Temp TERUN I � - -- � - Z PROPOSED 1 / w^. J2.o' = ! FND +aEASING MIN.DESIGN PRESSURE DP RATING: o LAND N/F KELL I / WELL /`2/.)' ?-01''� o aEDDES2. ar I ,y+IMON I ve e p ZONE OP 25 a W a NANCY ESHELMAN I LY' coNc.pAn6a o "� zoNEs DP 30 a z a1 TAX LOT 23 +a LAND N/F „ ZONE DP 25 N tr +� o / �tp�20.0' ' •� l MICHAEL D. RYAN ., ZONE2 DP 30 C1 Q TAX LOT 25 i r ZONE3 + OF�p0N0, ,FYI ;� I N ZONE 1 DP 20 / +I [ �0 ,y n d1 ZONE 2 DP 45 �US11NSYSTEM Un0,/, '' I ,'� ZONE 3 DP 45 Legend -� G f 1 1 ,, cuRe ZoneDlegrams: Existin Walls w Remain N�, Np b 9 " ti ,ate 9 I� O 9Y � o .� --'-�I Existing Walls to be Removed `_______ Sxt�p4 / ,%q ' ' o ys 2 y0' 'a+•e- -N' FIND PIPE New Walls and Partition. [� 5 r" /^' •o ' ioy2 Z 3 !' O Insulation ® +.p`P �� q�' ',� / WALL - w /-..' a �� %' '' �7,1' Gyle Wall ®I�reEor � Door �� /�,Hr�+'LAND.N/F''+9 '.+'t` '_ ,y'.`^-' 3 I Edge a� Perimetar }-/;DANIEL'FERR9RA,,'', FNDka wnq Er. Zane Zone 'd Window ys -`j TAX`CO.T''L4.- P ,.«' /a'�; ..MON.M G +" -"'J .''�•/ Minimum Uniformly Distributed Live Loads: Table R301-5 Structural Beam —-— MFN r-� +'z - 'ems" LIVE LOAD DEAD LOAD a./- (` �',v,. Pap4. _a;s y USE s1 9n/ .riot Balconies 60 psf 10 psf � LL � Outlet �''� / - - x, + / .,1 o Deck. 40 PSF 10 psf xn xa m m g -+5- / ✓' ;9' // Passenger Vehicle Garage. 50 PSI, as Per pian N .. Y GR Outlet WGF + Jam','"�" _-- ; a', - �O 2,6 ATTICS without Storage 10 psf 10 PSI` o v a m m switch / '' o Sg9 ATTICS with Storage 20 Psf 10 psf z p o z ROOMS other than Slee in Rooms 40 Pel' 10 psf30 P.f 10 Ceiling Fixture �-�1,,�� ' _'{,'' 0/` .:' '+� i'i V'.�e rJ'ialren9 Rooms 40 Psf 1O O5f U o O U SCALE: Exterior Fixture .�' /y � p[ry�7 ,�� d Guardrails and Handrails 200 psf 10 Psf V4 �4j 's' �" `1AG �P F"oP>�p X15 Live Ground 5nov Load 12 Psf for Attic ,CEO E Smoke Detector _�o C�1A y I°'pyo�'Il NG 20 psf 15 P.f for Cath Q' / ? / Table 8301.7 r GO Detector �P/�%'+ so�eo�ra�o%P o-` ALLOWABLE DEFLECTION: r W Structural Member Allowable DeFlection Vent ® 's 6' AONG6QE4cA` 3 0 3 0 2023 R.Rer,hating slopes greater than 3/12 wkh ro FmL.hed Z`rf0 77006 x,?V 39 team,—,h.d ro raFrere Mao pA0FE5510�P� Vert/Light Iralw_ TAX LOT 11 I-H,Pr Wallsend P-61— H/160 DWG.NAME: Ceiling Fan LAUREL LAKE Fl—nd U,360 DOVER 5outhnld Town Al&h.,Structural Members L/240 EnertarWaa,w/pla�rer ar a,u�a H/360 SHEET Board of TrusfeeS Exterior Walb'W1nd Loads(a)w/BrMtie Fni.hes 11240 Exterior Wall.-Wlnd Loads(a)w/Fbdble Rnmhe, LA20 DWG.NO.: Note: L-5pan Length Ha Span Height �-� a.The Wind Load shall be permitted to be taken as 0.7 times the Component and Cladding leads for the purpose of the determining deFection limits herein PAGE 1 OF 9 a r..r-ex.ma.,,..,,,,•:�re.rom.�r,+,.,.or„m,.o.v«c�w RIDGE STRAP DETAIL GIRDERTO S.S.P.COLUMN TYP WALUWINDOW AIR SEAL P GENERAL NOTES FIRE/SMOKE DETECTION ..,.ave INSTALLATION QI6°a/c a.ALL CONSTRUCTION TO CONFORM TO ALL STATE AND LOCAL CODES. a.1 INSTALL SMOKE&CARBON MONOXIDE DETECTORS AS SHOWN ON PLAN. b.THESE DRAWINGS 00 NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY. b.SINGLE&MULTIPLE STILTON SMOKE ALARMS ARE ALSO TO BE INSTALLED IN CELLAR AND SHALL a"e"n*•a=) LSTA24 980 be.UPLIFT CONTRACTORS ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS. BE INTERCONNECTED SO THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS,IN w.•..s"..,a e c BUILDER TO OBTAIN CERTIFICATE OF OCCUPANCY(CO.) ACCORDANCE W/R314.POWER SOURCE FOR SMOKE ALARM SYSTEM IS TO COMPLY W/R314. " d.BUILDER TO CARRY WORKMANS COMP.WS IN AMOUNTS AS REQUIRED BY LAW. c.AT LEAST ONE CARBON MONOXIDE ALARM IS TO BE PROVIDED IN EACH DWELLING UNIT,IN THE o­--­­­..­ MON BALL WORK SHALL BE FULLY GUARANTEED FOR ONE YEAR AFTER C.O.IS ISSUED. IMMEDIATE RY OF BEDROOMS ON THE LOWEST FLOOR LEVEL THE CARBON MONOXIDE aero acro asoa ?1,'A cpsw+eeARo as uM eaamLR a\ f.OWNER TO BE RESPONSIBLE FOR FINAL SURVEY AND COSTS AS REQUIRED BY BUILDING ALARM IS TO COMPLY W/UL 2034 AND UL 217,AND IS TO BE INSTALLED AND MAINTAINED IN acro asm»ar 1 DEPARTMENT. ACCORDANCE w/MANUFACTURERS INSMULTONS °v-'•"'°"""" ^°'s""0.1'^' "' mxnxwus IIID aF stAwrt g.ENGINEER HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION OR INSPECTION. d.EXTERIOR WALLS&INTERIOR LOAD BEARING WALLS TO HAVE FIREBLOCKINGm was R DRAWINGS ARE NOT TO BE SCALED BY CONTRACTOR ANY DISCREPANCIES ON DRAWINGS ARE TOS.S.P.CAPS-KLCC SERIES c xwus aAoaF srAuxr BE BR OUGHT TO ENGINEER'S ATTENTION IMNEGIATELY PRIOR TO CONSTRUCTION ELECTRICALNOTES "O"""'-"'"tl"°""°"•-"- °"°^"" x�s LTHISENGNEER HAS BEEN RETAINED FOR WORK SHOWN ON THIS DRAWING ONLY.ENGINEER IS NOT \ AurrKEs AxmcTaAAn AT L RESPONSIBLE FOR OTHER ALTERATIONS AND CONDITIONS a.ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND LOCAL UTILITY CO. \ wwoowp0ovtrHx j.DESIGN IN COMPLIANCE W/2020 RESIDENTIAL CODE OF NYS,2020 ENERGY CONSERVATION CODE b.ON NEW WORK BASE BID ON 200 AMP SERVICE. •Ps.+.,.=,.•a+.."•ea».r. �� TYPICAL FRAMED OPENING OF NYS,WFCM 2010&AISC/SEI F7-05 c ALL WRING TO BE MSIR 14 AWG. >s-.;see a•.. "'g91P'° d CONVENIENCE OUTLETS TO BE 18'AF.F.,UNLESS NOTED OTHERWISE. .. wARnr SITE NOTES a PROVIDE GROUND FAULT INTERRUPTER OUTLETS AS PER CODE .se m•vwxaa�e•..,,...-a ean,wn wxoow vmsc' L ELECTRICAL CONTRACTOR TO PROVIDE HOOKUPS FOR HEATING AND AR COMMOMNG SYSTEMS. „•,"".•.,,Iva awm,y,..es>.-...m.w.. A a.PITCH GRADE AWAY FROM BURRING. &ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING STRUCTURAL COMPONENTS MUST ^. .•--w,-..a -� �, b.PROVIDE DRY WELLS AS REQUIRED. COMPLY w/SECT.E3402. ..-..°.,.,.m,e.,..y.,•-°,-",..>,s..,,-I.a>.e.-:s.....-sem. 11 ga mxnxwus euo or sT/uAxr cALL TREES WITHIN 15'OF CONSTRUCTION TO HE PROTECTED. K PROVIDE MAINTENANCE CLEARANCE AROUND ORCUR BOX BOILER ETC SEE SECT.E3405. d ANY LANDSCAPING DAMAGED BY CONSTRUCTION OPERATION L ELECTRICAL CONTRACTOR TO COO� S WATE WITH OTHER TRADE •s•�,,,,a.maa„e,,,,, ,",,,,,"„a cormxua¢auo ov Avxrsv[ SHALL BE REPLACED AS REQUIRED. e.ALL CURBS,SIDEWALKS,ETC DAMAGED SHALL BE REPLACED. swv..w-+a•,•o•y eao.......v s..,.e...•e" +......� n ATTIC SAVE AIR SEAL EXCAVATION NOTES INSULATION NOTES wlwre `T`xwn or wm Nwurxw mrvnxuaus eupo su _ am ro c um `o MAL- a,EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINES ANA GRADES DOWN TO A.ALL EXTERIOR WALLS,ROOF&FLOORS OVER UNCONDITIONED SPACES SHALL BE rAELa R4aIA.t I3E5unPTNE LonD-BEnrt^G vnLUS Gc FounDnTON r rEawLS, �iquu vsnr s ac rex r�[p SPECIFIED LEVELS. INSUTATED.ALL INSULATION TO BE FIBERGLASS.FOIL FACE WITH FOIL ON WARM su x,wre F D.ALL TOP SOIL TO BE STOCK PILED FOR FUTURE USE ALL EXCAVATED GOOD SDE CARE SHOULD BE TAKEN NOT TO TEAR FOIL VAPOR BARRIER CLAS_OF MATERLaL LOPD•BEARING mous IRAo rc suwm CI m MATERIAL NEEDED FOR BACK FILL,TO BE STOCK PILED SEPARATELY,NOT NEEDED b.ACOUSTICAL INSULATION TO BE PROVIDED IN WALLS,FLOORS AND CEILING AROUND PRESSURE(pwnde par equaro Foat�ALL ..,roc O MATERIAL AND UNACCEPTABLE MATERIAL TO BE LEGALLY REMOVED FROM SITE. ALL BATHROOMS AND MECHANICAL ROOMS. Cryvta#ne bedrock 12,000 °O""'°'"" c.BACK FILL SHALL BE PLACED IN 12°UFTS&COMPACTED TO 95%OF MODIFIED c PROVIDE PEAIMETER INSILATON AS PER CODE AT ALL FOUNDATION WALLS ° O PROCTOR DENSITY. d R-VALUES ARE SHOWN ON SECTIONS. Sedimentary attd filiated rock 4,000 r°.,.aan CSI O • e,MOISTURE VAPOR RETARDANTS ARE TO INSTALLED ON THE WARM-IN-WINTER SIDE Sand,grwd and/or 9-1(5W and GR) 3000 fou+sTu evrxaaxrs G oII REINFORCING NOTES OF INS.IN ALL WALLS/FLOORS/ROOFS/CEILINGS IN ACCORDANCE w/SECTION 8322. Sand,elty sed,dayay oad,.Illy gavel and clayey grcvd M.INSULATION MATERIAL IS TO COMPLY w/SECTION R302.10 AND IS TO HAVE A FLAME (SW,SP,SM.SC,GM and GC) 2,000 a.ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWN DEFORMED INTERMEDIATE - GRADE NEW BILLET STEEL CONFORMING TO ASTM A 615 GRADE 60 HAVING A DESIGN SPREAD INDEX NOT TO EXCEED 25 w/A SMOKE DEVELOPED INDEX NOT TO EXCEED Clos.pdy cloy,&ItY da,,clayey ear,elk and eady-It STRENGTH OF 60,000 PSI. 450.TESTING METHODS MAST COMPLY W ASTM E84 SID OR UL 723.ALL EXPOSED 1 r GIRDER!POST/FOOTING CONN. r�m (CL,HL,MH and CFO b.TYPICAL COVER FOR ALL REINFORCING BARS BE THREE(3)INCHES FOR BARS INSULATION ON ATTIC FLOORS ARE TO HAVE MSN.CRITICAL RADIANT FLUX OF 0.12 PACED AGGAINST EARTH AND Z•FOR BARS RACED AGAINST FORMS UNLESS WATT/CM.TESTING TO BE CARRIED OUT AS PER ASTM E970 STD.EXTERIOR PLACED SHOWN INSULATING FINISH SYSTEM TO COMPLY W R703.9. _ c ALL BARS TO BE CONTINUOUS UNLESS SPECIFIC LENTI IS ARE SHOWN.ALL SPLICES NAILING SCHEDULE Tabu Tab+n 6023(1)2020 IRC TO BE FORTY(40)BAR DIAMETERS MSN °G NALA"T GIRDER TO S.S.P.COLUMN DETAIL'A' d WELDED WIRE FABRIC(WWF)TO BE V x 6-SPACES,#10 x#10 GAUGE WHICH STALL WINDOW AND DOOR NOTES Note TF,is edleduie does nor Iduda nai'ug f metal fram'ug straps(seo eec8an m•.a xmsEniEs mLumrvuv CONSST OF COLD DRAWN MEMBERS HAVING AN ULTIMATE STRENGTH NOT LESS THAN a ALL WINDOWS AND SUDING GASES DOORS TO BE VINYL OAD WOOD WITH f strapping and m,irc-a 11,n fm rough opervrg framing m NAesAexa¢ rA 70,000 PSL WWF TO BE PLACED AS SHOWN ON THE RMI. INSULATED GLASS.SCREENS&LOCKS AS MANUFACTURED BY ANDERSEN OR raqulromade). O O Z e ALL REINFORCING TO BE SECURELY FASTENED TO RESIST MOVEMENT DURING APPROVED EQUAL SIZES AND TYPES AS INDICATED ON PLANS UNLESS All-M,is a general epad8cadon k epd.,udne oX,awvo nord. p qi a ESPOen xoP (.., CONCRETE PLACEMENT. OTHERWISE NOTED. GPAOE f.WELDED WIRE FABRIC OF EQUIVALENT STEEL AREA MAY BE SUBSTITUTED FOR ANY A.ALL EXTERIOR DOORS TO BE INSULATED METAL,AS MANUFACTURED BY Jw,r Deeorlpllon N.of N.J. N dI Sycng REINFORCING BAR GRID. BENCHMARK,STANLEY OR EQUAL SIZES AND TYPES AS INDICATED ON PLANS. O O B0.a•GALVANim- cPErE FOOTING 2; CONCRETE NOTES FULLY WEATHER-STRIPPED,LOCKS.UNLESS OTHERWISE NOTED. ROOF$CEILING FRAMING GIRDER TO CONCRETE PIER DETAIL TS(4) - .wcxaP eov c ALL INTERIOR DOORS TO eE 1 3/4•THICK HOLLOW CORE,FLUSH BIRCH,U.O.N.ALL O a.ALL CONCRETE TO BE f'e•3,500 PSI @ 28 DAYS UNLESS OTHERWISE NOTED. DOOR JAMS AND BUCKS TO BE CLEAR PINE. FaRar to T Place oe-Nal (3)i0E Common Per Pcirer p/e•vtsy a 1/2•LOrxi Ln0 mLTS V mMlxuoUs wELO A -CONN STEPS TO BE 3,500 P c @ 28 DAYS 3 6d eommm Per Jder le.ALL EXPOSED CONCRETE TO BE AIR ENTRAINED. Ce6n hist fa T Plots oc-Nal () c SOIL VALUE ASSUMED AT-1 TON PER SO,FT.AT DEPTHS NOTED.SOIL CONDITIONS ENGINEERS NOTE-FOR ADDITIONS&ALTERATIONS ONLY TO BE VERIFIED PRIOR TO CONSTRUCTION.WATER FRONT OR PROPERTIES IN CLOSE Con's Jost lay we PartlHon(Face-Na11) (3)164 Gnmar e1,oF Eco O PRO%LMIIY TO BEACH,CANAL,WATER,ETC TO PROVIDE THIS OFFICE WITH TEST THE ENtlNEER HAS BEEN RETAINED TO DESIGN AN ADDITION T0,RENOVATE OR LEGALIZE THIS STALARDASE PLATES 8 CAPS RAFTERS TO RIDGE CONNECTION W CoT,,Joist to Parallel RaRer(Faco-Nall) Tabe RB025.2 Eaah Iia U F-' HOLE DATA BY LICENSED OR CERTIFIED SOIL MECHANIC EXISTING STRUCTURE. q LsaeP Wslba 'z .7 d.BOTTOM OFEXTERORFOOTINGS TO BE 3'-O'MNWAM BELOW GRADE. Cdlar Tcro RoRu Fare-Nal 31Od Commov E«n Ed j/2 POSTANCHOR DE TAIL VNPu U titre e ALL FOOTINGS TO PEST ON VIRGIN UNDISTURBED SOIL BEFORE DESIGNING BEGINS,THE ENTIRE STRUCTURE IS MEASURED AND EXISTING CONDITIONS ARE I. STEP FOOTINGS DOWN AS REQUIRED.MAXIMUM STEP FOOTINGS SAL BE ONE DRAWN THE BUILDING STRUCTURE AND ITS STRUCTURAL INTEGRITY ARE VISUALLY INSPECTED AN] VERTICALLY TO TWO HORIZONTALLY WHERE ELEVATIONS CHANGE. BI«kl «-Na (3)Bd Nammm Each Erd ,` -_ r-senEres L, g.WALL FORMS TO PEMPIN IN PLACE IN PLACE 3 DAYS MNIMUM NOTED.POTENTIAL PROBLEMS AND HAZARDS ARE ADDRESSED AND REMEDIES ARE NOTED ON THE tO °f ran Nuwa Q W D" Run Brod to RcRer M-NO .'6d Cm,mm Fsah E-d �/2 a s En V z K CURE AND SEAL ALLSABS ON GRADE WITH 2 COATS HORN -EAR SEAL OR EQUAL L CONCRETE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING FOR ALL WALLS AS NOT ALL EXISTING CONDfT10NS OF A BUILDING ARE EASILY ACa59BLE FOR INSPECTION BY THE WALL FRAMING __ flEOUIRED O W 'z z REQUIRED TO RESIST WIND AND CONSTRUCTION LOADS ENGINEER THEREFORE,ENGINEERS LOOK FOR allM FOR EXAMPLE:CRACKS,DIFFERENTIAL CATHEDRAL TO RID B I. PROVIDE SAWED OR KEYED AND FORMED CONTROL JOINTS FOR SLABS AND WALKS SETTLEMENT,CRUMBUNG,ETC..SUGGEST THAT THE EXISTING FOUNDATION MAY BE FAILING OR T Rare to T Rafa(Foo,Na, 1'N 24 OL. Pe•F«r w 3 ON GRADE,AT 20'-O MAXIMUM IN BOTH DIRECTIONS SETTLING OVER TIME.THE FOUNDATION MAY NEED TO BE REPAIRED,REDONE OR REINFORCED,WHICH .0' IN ADDITION TO RIDGE P7"' K PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR ELECTRIC,PLUMBING TVPICALB A6 UPLIFT x r STRAPPING >.. Q Q' MECHANICAL,ETC COORDINATE WITH OTHER CONTRACTORS,DRAWINGS,AGENCIES, WILLBE SOWN ON THE DRAWINGS TMS IS ONE OF MANY OF THE ENGINEERS ROLES W A PROJECT. T Rates ot I crxcibre eco-Nal '6e Ca„mm EJt E-a ETC c loom C.C. -cx Ere CONNECTION INSTALLATION II I.CONCRETE FOUNDATION WALLS TO BE CAST MONOLITFIC NO HORIZONTAL JOINTS THIS ENGINEER HAS INSPECTED THE EXISTING STRUCTURE AND FINDS IT TO BE STRUCTURALLY SOUK) d rog.d Feoc • W SHALL E RACED IN WALLS. AS FARAS THE PARAMETERS OF THIS PROJECT.EVERY PRECAUTION HAS BEEN TAKEN TO INSURE 2 m.ALL EXPOSED CONCRETE SLABS TO RECEIVE ENGMEERURAL FINISH AND THAT THIS STRUCTURE IS SAFE.IFA COMMON IS DISCOVERED WRING DEMOLITION,CONSTRUCTION Header re Hander FacrNai :eE Comm coo dgex SCORINGASPER PLANS AND TO OR INSPECTION BY A BUILDING INSPECTOR THIS ENGINEER SHOULD BE NOTIFIED IMMEDIATELY IN leo Common aPer5re HURRICANE STRAP DETAILCROSS-SECTION to n.NO CONCRETE OR MASONRY SHALL BE PERFORMED IN TEM1PEPATURES 40 DEGREES WRITING SO THE CONDITION OR CONDITIONS CAN BE RECTIFIED. CROS-SEC BION 'PAU n,. O LESS NO CONCRETE SHALL BE CAST ON FROZEN SURFACES. Bomom Rme to F-Jolet,Band Jaiet,Ed RT30F 0x D 1�G�mmm 1c O.G Fa«Nal a NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION FROM ENGINEER Jank or BI«k'vg(End-NaIQ .995 1bs.UPLIFT PLUMBING NOTES LS2888 TMU26 `-� ,,/ p.ALL FOOTINGS TO BE 8°OR W PROJECTION ON EACH 90E OF FOUNDATION WALL R31O ESCAPE/RESCUE OPENINGS RC W I- MAM(2)#4 REBARS CONTINUOUS,UNLESS OTHERWISE NOTED(SEE PLANS). a.PLUMPING TO CONFIRM TO STATE AND LOCAL CODES Dwbio Top Plate Spllee(Faso Nola) (B)'aE Etch Slee d Splce TYPICAL LIGHT SLOPE HANGER a PROVIDE MINIMUM 2°x4°KEY BETWEEN FOOTINGS AND FOUNDATION WALL. b.PROVIDE SHUT OFF VALVES ON ALL SUPPLY LINES AT ALL FIXTURES. gEFERENCE a sa a.MINIMUM INSTALLATION 0 16°O/o r� + amu r.CRAWL SPACE VENTS,IN ACCORDANCE w/R408 ARE TO BE LOCATED WITHIN T-0° c INSULATE ALL SUPPLY UNES FOR NAILING I,: sgorx/+r.Ex osTmuuro avaaeav wvTe. OF EACH COMER OF THE BUILDING. d.PROVIDE FROST PROOF HOSE BIBS AS PER PLAN MINIMUM 2 PER NEW RESIDENCE. FLOOR FRAMING OPERABLE AREA �'ll C w s.ALL FOUNDATION WALLS AT BASEMENTS TO RECEIVE BITUMINOUS WATERPROOFING. a ALL FIXTURES TO BE AMERICAN STANDARD,KOHLFR OR APPROVED EQUAL, 5.7 EPTSQ.ONFT.(SEE CARPENTRY NOTES FURNISHED&INSTALLED BY CONTRACTOR i EXCEPTION) O L PIPING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSEMBLIES ARE TO Joist to Sill T Rata m Gide FO -Nel 3 ed Ccmmm Per Jdxr b.MINIMUM OPENING TYPICAL UPLIFT CONNECTION a ALL WOOD SILLS,BLOWING,NAILERS,ETC IN CONTACT WITH MASONRY,CONCRETE OR COMPLY W/P2603. �+ HEIGHT M0. SOIL TO BE ACO(TREATED). 4 WATER&DRAINAGE PLUMBING IS TO BE INSTALLED IN ACCORDANCE w/SECT. d- ee Lommm E«h F e e IDNEUM OPENING (FOR OPENINGS) ;d Wyy ..1 b.PROVIDE ALUM TERMITE SHIELD&SILL BALER AROUND ENTRE PERIMETER. P2603.WOOD FRAME DRILLING&NOTCHING ARE TO BE IN ACCORDANCE w/ F WIDTH 20' INSTALLATION CL H fJd c ALL NAILS,BOLTS,JOISTS HANGERS&FRAMING CONNECTORS TO BE HOT-DIPPED P2603.2.PPE PROTECTION AGAINST PHYSICAL DAMAGE&CORROSON IS TO BE IS BI«M to Jolar .ed Ccmmon Fah Fie TYPICAL RT78T d.MAXIMUM SILL y j GALVANIZED. TO BE IN ACCORDANCE./P2603.2.1&P2603.3.SEE P2603.4&P2603.5 FOR PIPES n B'ox TRUSS/RAFTER TO DOUBLE oHEGNT OF 44• "716°o1 d.ALL JOISTS,RAFTERS,HEADERS&GIRDERS SHALL BE DWG FIR Pb 850 PS MN W FIRE RATED ASSEMBLIES AND THROUGH FOOTINGS/FOUNDATION WALLS BbcN r SA m T ci oto «•Na 3'6d Gnmm Fc ,MUST eE y TYPICAL LSTA24 0� STUDS TO BE MIN.HEM FIR Pb 850 PSL K PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE COVERED W A Lad ,SM to BOO,Fa«-Na 3 tEG Com+-m Fcch-Poet PLATE INSTALLATION C^7 16'a/c WITHOUT i n va•.z4 LST ❑ e ALL SHEATHING SHALL BE 1/2°DOUGLAS FIR E%IERIOR GRADE PLYWOOD,NAILED 6d SLEEVE 2 PPE SIZES GREATER THAN THE PIPE PASSNG THROUGH IT,W WITHOUT KEYS OR ,SrAaa-s 0G'O.C2 MTEROR&INTERMEDIATE BLOCKING POINTS COVERED WITH 15 LB. ACCORDANCE.1 P2603.4. t a (3)so CO­ per Jae, GIRDERTOCONCREfE PIER DETAIL TO0L5 e BUILDING PAPER OR CELOTEX INFILTRATION BARRIER PROPERLY TAPED&SEALED, L PIPE SUPPORTS ARE TO COMPLY w/SECT.P2605.TABLE P2605.1 APPLIES,EXCEPT -PEsnm f. ALL SIB FLOORS TO BE 3/4'PLYWOOD NAKED WITH TWIST NAILS @ 6'O.0 LEAD PRE IS NOT TO BE USED.PIPE MATERIALS ARE TO COMPLY w/SECT.P2609. Band hist to Jdet End-Na, 3 r6d Cmnmm Pr Joar r----- n p rmw-aria,xvv 4 w x.v g.ALL WALL CORNERS TO BE MAN 3 STUDS NAILED 16d-12'O.C. j.WHERE THE VOLUMES OF ROOMS ANO SPACES ARE COMBINED FOR THE PURPOSE OF ANCHOR BOLT DETAIL 3q rti 1,mA P d h.HEADERS,TOWERS&JOISTS UNDER PARTITIONS TO BE DOUBLED BLOCK BETWEEN PROVIDMG INDOOR COMBUSTION AIF,THERE SHALL BE AT LEAST TWO OPENINGS Band Joie to 9.1« Rote aaNa, .1601 Cenmm ver For J JOISTS UNDER PARTITIONS BLOCK STUD WALLS @ 1/2 STORY HEIGHTS&AT PROVID ,ONE WITHIN 1 FOOT OF THE CEILING OF THE ROOM AND ONE WITHIN 1 FOOT TYPICAL UPHD8 INSTALLATION ��5 crxx+6 PFao 0 EA UNSUPPORTED EDGES OF PLYWOOD. OF THE FLOOR FOR COMBINED USEOF INDOOR AND OUTDOOR AIR SIZE OF VENTS Wood 5lructural panels,subfloor,roof and Interior wall Sheathing to ANCHOR BOLT-TO-PLATE 4 of nenoFn a e mrtarA cv i.ALL CAP PLATES TO BE DOUBLED&NAILED WITH led @ 12.00 LAP CAP PATES AT TO BE DETERMINED BY MANUFACTURERS SPECIFICATIONS, framing and particleboard wall sheathing to framing. -TO-STUD CONNECTION E s-a'wit aiu�6 CORNER See Table RW23(3)for wood structural panel exterlor sheathing j.HEADERS OVER DOORS AND WINDOWS UP TO 3'-0°WIDE TO BE(2)2x6 FOR OPENINGS SHEAR WALLS ONLY- THE CONSTRUCTION TYPE DESIGNATION SHALL BE 1".91", Em m ipv a Iloriaf cc cnwl=L.Es 3'-0°TO 5'-0'USE(2)2x8,UNLESS OTHERWISE NOTED. to wall framing CLASSIFI OR-V-TO INDICATES THE CONSTRUCTION k.FOR HEADERS OVER Y-0•LONG USE DOUBLE JACK STUDS. --- - Table R602.3(3) Fdgea cmea CLASSIFICATION OF THE STRUCTURE UNDER SECTION 602 I.MN.BEARING FOR JOISTS,BEAMS&STUDS TO BE 3 1/2. L -- -- 6e 0ommm OF THE BCNYS FLOOR TO FLOOR CONNECTION m m.PROVIDE SOLD BRIDGING MAX 8'-0°O.C.IN ALL FLOOR CONSTRUCTION. Re Item_ [s for Wood Structural Panel___ _ _ ___- 3/B'-VZ 6'o<. a ve _ qu_en _ tT a' w"GO"�R9e cnraim TVP.CONNECTION FOR TWO z' n.PROVIDE COLLAR BEAMS AT RAFTERS AS PER STATE&LOCAL CODES 0 W a/c @ Wall Sheathing used to Resist Wind _-_ -� tan(•ommm arEmtxasa as 4'-5'ABOVE ATTIC FLOOR)OR 1/3RD WAY DOWN FROM RIDGE ------- - ----- Press -- ��7.1 O o.ROOF FRANNG IS DESIGNED IN ACCORDANCE w/THE PROVISIONS OF CH.3 OF THE - __ ed Cammm 6'as. 12'ac. STORY APPLICATIONS 2018 W.F.C.M Minimum Minimum 1 V6'-I V4' 1 �,�,mo" tZ os p/e•mec AluuoA eoLrass•oc REFLECTI _ oRwALLSEamENrslrE N p.PARALLAM,MCROLLAM OR WOOD STRUCTURAL MEMBERS TO BE AS MANUFACTURED Wood I Nominal Maximum IU a oc VE WHITE T wt<9 BYTJINORP.OR APPROVED EQUAL. Other wa15hetNhing xr.tM sEGMAEM wOm RVA Structural Panel Wall Stud REFLECTIVE RED z� q.MATERNAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN ACCORDANCE W R502.1 rc uelc 1113-Gch/RoaArg 3'o c 6'oc. tot a MATERIAL FOR LOAD BIRD.SNOB,RATES,AND HEADERS ARE TO BE IDENTIFIED IN I Panel Span Thickness I Spacing 6heatldtg Ntll PANTONE#187 ACCORDANCE W R602.1. __Minimum Nail _Rating (Inches) (inches)_ Panel Nail Spacing Ultimate Design Wind Speed lmphl-_ 25/32 rm rcl Cdlusk Rbol oard 3/s Gcv Rwfing _ STUD TO FOUNDATION CONNECTION STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT,BORED,OR NOTCHED IN EXCESS ' �`- 1 3'o.c OF THE LIMITATIONS SPECIFIED IN FIG 8502.8.CUTS,NOTCHES,AND HOLES BORED IN - � _ Wind exposure otegory 6°- smnso oN sruO�U DESIGNATION FOR STRUCTURAL COMPONENTS ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH Edges Field 1 1z Dery aA.AtErN.mMP TyprALUF-INSINIREAc II E PENETRATIONS ARE RODUC SA RCONSIDEREDINTHEDESIGNOFTHE TSOFSUN 1, Sao Penetrallpn lin) _ (inches o.c.)(inches o.cJ B C D �C' um WaBoard 11/4 Sac+.+ Ton Tof �A� THAT ARE OF TRUSS TYPE CONSTRUCTION namwN w/5/e•I(ItgEAOm am 11 UFT N _ TYPICAL LSTA3EI / II t C. ACCORDANCE w/RS02.8.2.STUD DRIUJ NG&NOTCHING ARE ALSO TO COMPLY w/ 'i6d Common 1.5 _ 24/0_' 3/8 16 6 12 140 115 110 ryg•C,,Po-Wallb«rd 15/8 Scre,.s T o.c lJ R60 2.6.(SEE DETAIL) 8d Common, 1.75 24 16 ]16 1__16 __ 6 _ __ 12 __ __1]0 _ 140 135 (OR EQUIVALENT) FLOOR FRAMING,INCLUDING NOTE. ,r .IN ACCORDANCE W SECTION R312.1.3,REQUIRED GUARDS FOR HANDRAILS ARE TO [_-_--_----__ -. 1. - -I--- Wood structural panels combination 5ubfloor 1/�" "F" GIRDERS AND BEAMS NAy� N a pj HAVE GAPS THAT DO NOT ALLOW PASSAGE OF A 4°o SPHERE 24_ 6 12 140 1 115 110 L STIP TREADS SHALL BE I I/4•THICK CLEAR OAK,UNLESS NOTED. eo, STROKE FOR yID O L2 6 G m u.INTERIOR TRM SHALL BE GEAR MATERIAL UNLESS OTHERWISE NOTED. 3/4'mIsms Gd Cammm 1T on mL one waAcxave AR 3 v.WALL&CEILING FINISHES ARE TO HAVE A FLAME SPREAD CLASSIFICATION NOT wPAra xA° enrols o< U 6"DIAMETER U u ❑ ❑ 3 P GREATER THAN 2001N ACCORDANCE.1 R302.9.4,&A SMOKE DEVELOPED INDEX m•a..E auaatrxnun wan+oF cow_vsraca nAaonar-Nos l•cmvb 7/8•-1' ea 0ormm 1Z oc. j/e•wC uaaa� wcow+G Oscmc PANsx AxsomAu .a ❑ O ec Y _ 3 z x sr2v+a.cmxrracroR To U O ❑ U NOT GREATER THAN 450,IN ACCORDANCE w/R302.9.4.TESTING METHODS MUST ao w,mr,e w, paSIGN suv.rpeeREQIF ENGINEERED COMPLY w/R302.9.3 7V8'-1 V4' lOd Conmm 6'o.c tT o.c va.s w.ALL CLOSET SHELVES TO BE CLEAR PINE UNLESS OTHERWISE NOTED. �aOAJANGVa-u'er Soil.(FAX For wocd structural panel rooF ehearhing attaded to gabb end rmfframing and to eL/sem TRU$$SIGNAGE REQ IF ENGINEERED WOOD ON PLANS FLOOR TO FmLOOR CONNECTION SCALE: X PROVIDE 1°WOOD CLOTHES ROD IN ALL CLOSETS tgOo 2'000 3,QYJ E4� Irdermdbta e m within 4B IrcMe oFrooFd es and Hd e---------- nEwwm uvLIFT g Ice,tulle shall ba epaud OPrIOruLruns Y. CERAMIC TLE SURFACES&INSTALLATION ARE TO COMPLY w/R702.4,OTHER -Dery a:ma,mavl ry,+-Fame crmm,rrm" �O re0 f IF. TO COMPLY w/R702.5,&R702.6. II V n v ar 6lndun m cmdcr whma tha ukimata daNgn wird ep«d b las mon 130 mph and r z.ANY CHANGES TO THE STRUCTURE SHOULD BE BROUGHT TO THE ATTENTION OF THE 1-, •e U t2 U shall I eco 41n«e m eadar wharo the dg m,M dasl wind• d le 130 m h or '� F T{1{� a tMwA000slRwltADE ENGINEER BEFORE CHANGES ARE MAGE TO THE STRUCTURE ON SITE. 3.rary n 12 II goats,but co,than 140 mph 9^ Oc P L �+r� us­URAND Q• CA EsrPAPTO IPS BUCKLE OIIM'APDI " r ren Omckwneer e.e.ripM Fvmv er B+M,habv mrere,a meam/ ROOFING/SIDING NOTES t a. s 16 12 a RAFTER TO DOUBLE TOP PLATE DETAIL TYPICAL STUD PLATE TIE SERIES-SP4 [+[ FLOOR TO FLOOR CONNECTION a.ROOF COVERING MATERIALS ARE TO COMPLY w/SECTIONS R902,1604,&R905 AND 3+x*y 32 2a n6 II PRS INSTALLATION @ 16"O.C. 5 (CANTILEVER CONDITIONS) cL o fpp 77006 P��r ARE TO BE IDENTIFIED IN ACCORDANCE w/R904.4.ROOF DRAINS ARE TO BE ��.N4 a&Mvm„ad mavry aP NNUNo DOUBLE LVL u 11 JUN 3 0 2023 �FL�SIIO� INSTALLED IN ACCORDANCE w/R903.4.DRAWINGS AND DETAILS TO BE SUBMITTED. t2 v 1g F '-1 odxl 12 30 INSTALLATION O 16•o1 TYPICAL IST D.ASPHALT SHINGLE UNDER IS TO COMPLY W SECTION R905.2.3.SELF SEAL t..rary a v: RAFTERVTWISS zocw °f tou STRIPS AND FASTENERS ARE TO COMPLY W R905.2.4&R905.2.5.DETAILS OF 2Ta^ 2° R CI FJasr ata SnIO wALL t•aG LTsTYu�sm mvSwuFr zo DWG.NAME: ASPHALT SINGLE ROOFING INSTALLATION ARE TO BE SUBMITTED.FOR ROOF SLOPES '�+^-r A2 32 2I 12 PLATFNEILC161 W%1 12 T/D P,/a vz4 i 98�'rxa OF 4/12,DOUBLE UNDER-LAYWW IS REQ'D.M ACCORDANCE w/R905.2.7.THE REQ'D . - *RICINS 3.9'7 6" DETAILS UNDER-LAYMENT IS TO CONFORM w/ASTIM226,D 1970,D4869,AND D6757,AND IF Far SP1 mm.�Amm,1-ver.-rears oIIeTB kPa D5n �- / t Hera� Ervo APPLICABLE,TYPE CLASSIFICATION INDICATED IN ACCORDANCE w/TABLE R905.1.1(1) 000BLE �T PPOvmE eLmxwc & NOTES Q FOR ROOF SLOPES,ICE PROTECTION THAT CONSISTS OF AT LEAST 2 LAYERS OF lyras m..m m kavre.-am•n+n...W d o erpe ver a d r'd o Top PLATE Southold Town UNDER-LAYMENT CEMENTED TOGETHER OR A SELF ADHESIVE POLYMER MODIFIED a fuy e,o"ed t2."a,cF,..n mrcrr.mcwry um V pe.mn-ae £ m zu ooumE i� BfNMEN SHEET,IS TO BE USED&ISTD EXTEND FROM THE EAVES EDGE TO 24•NNE Board of Trustees __ FLOOR-TO-FLOOR INSIDE THE EXTERIOR WALL LINE OF THE BUILDING IN ACCORDANCE w/R905.2.7.& L'L INSTALLATION Q 16'a/c DWG.NO.: 8905.1.2. I _ R FLASHING MATERIALS ARE TO BE CORROSIDMRE9STANT AND INSTALLED IN raaxvUrc _ ACCORDANCE w/8703.8,R903.2,&R905.2.8. 2X4 STUD WgLL @ 16• sEap1 nro A 1 e HOUSE WRAP MATERIAL OR BURRING FELT&ITS INSTALLATION ARE TO COMPLY w/ O.c oaop ua snn wut ole•ae 8703.2 TYPICAL H78 -1670111s.UPLIFT t WEATHER RESISTANT SIDING AND ATTACHMENT AMR THICKNESS ARE TO COMPLY w/ ,mAT 1/r WALL TO CRIPPLE WALL CONNECTION 8703.3.2. TRUSS/RAFTER TO DOUBLE (0tq°•M 1/2•D- ��' PAGE 2 OF 9 PLATE INSTALLATION FO— ti ❑Z � O O as �m IL iL z a F i p z z O U ❑ i ' O z H W QW w zz xwy, 3 Q d o w 04 �D 2 w v I I o z3 0 U W W az m ❑ ce .a Front 8evotion z O z d m N LL O O < z m z o ❑ 3 ❑ a V u ❑ ❑ u SCALE: ` \ E P 9 9,f JUN 3 0 2023ESSIO�P��2 DWG NAME: TRIANGLE southolt!Town ANALYSIS Board of Trustees ...� DWG.NO.: A-2 PAGE 3 OP 9 a q MINIMUM 2359 ARCHITECTURAL ROOF SHINGLES, COLOR TO BE SELECTED BY OWNER - Treated 6 n 6 NV BLDG FELT -__-- b ❑r--_-____- , 12'CD%PLYWOOD SHEATHIN ROOF RAFTERS(SEE PLAN FOR TYPE,SZE AND SPACING) I 4'PC Slab I MIN 1'CLEAR SPACE FOR VENTING OF INSULATION Halau;hed Concrete 91.1, I 8-30 BATT INSULATION v 32-0' I ALUMIMIM GUTTERS AND LEADERS I IS Rang H2A m Aa I I (sea Darcy) I ------------ - ---------- FIRESTOPPWG(ALL WALLS Mm YARDCODE GBOA r--b -------- --- ---- --------- - -� i TYVEK OR EQUAL VAPOR BARRIER 1 1/2'EXTERIOR PLYWOOD SHEATHI q-ADDING TAPED OR SEALED JOINT5 SIDING,TYPE AND COLOR TO BE SELECTEDRIGIMNSBY YONERN R-5 I IN EXTERIOR SHEATHING z Tanklme Har Waver 2°x6°WALL STUDS NUO.C. ___ I 8.16 BATTT INULATIO tJtldY Room I 9.L9B3' p i EXTERIOR SHEATHING L OxWEASE PLATE GAS(ETEDT BOTTOM PLATED GLUED OR B 13/4x9 V2 LVL' % I — W O TYPICAL FLOOR CONSTRUCTION: 1 1/4'%20 GAGE STEEL STRAP(4)8d COMMON NAILS IN EACH END AS PER y TABLE 3.3B OF WOOD FRAME CON5TRUCNON MANUAL } S ; 3/4"T&G PLYWOOD FLOORING SCREWED AND GLUED TO O FLOOR JOISTS(SEE PLAN FOR TYPE,SIZE AND SPACING)1/2" 0 r 3 I SHEETROCK WITH TAPE AND 3 COATS OF SPACKLE m 0 SIMPSON LTP4 @ 16.O.C.FROM RIM JOIST TO PLATE TO I V ti C I BE FASTENED AS PER SIMFSONS RECOMENDATIONS } I © 2-2•x 4 TOP PLATE Q I Bath _ I m 5 FIRESrOPPING(ALL WALLS FLOORS AND CEILINGS) 5/8 Typo 7C Drywall on the 3 AS PER CODE. I wling and the scud weals B u I I O ul - 0196- piY I Vi I � I F- I 9 V2 TJI 230 Wad I-Beam b p F } 2z 4 Stdwnll IV OG 2•x B'BASE PLAT V EXTERIOR SHEATHING CAULKED,GLUED OR GASKETED J wrrmid 2 x 4 Plata I I TO BOTTOM PATE Z, j fdld with R-15 I J and SM PSO LTP4Z @ 16°O.G FROM RIA JOIST TO SU_TO y y V7 Drywdl Both Skies Q BE FASTENED AS PER SIMPSONS RECOMENDATIONS. TYPICA FLOOR CONSTRUCTION Z v'x Q (ASCREWS IN CONTACT WITH ACQ WOOD TO BE HO 1 (/4'T&G PLYWOOD FLOORING Y ED AND GLUEDDIPPED GALVANIZED) TO FLOOR JOISTS LL SEE PLAN FOR TYPE,SIZE AND SPACING)R-30 BATT INSULATION h (2)2'x6'.25 ACQWOOD SILL PLATE(AND SILL SEALER)ANCHORED TO a3^a.n SRa I CONCRETE FOUNDATION WALL W/5/8'DIA HOT DIPPED GALVANIZED ANgI n6 6AT02' BOLTS WITH 3-SQUARE HOT DIPPED GALVANIZED WASHERS @ 23'O.C.MINIMUM O 7'EMBEDMENT(NOT MORE THAN 12'EA WAY FROM CORNERS). EXTER OR SHEA RING CAULKED, w Ex *NOTE: COPPERTERMTE GLUED OR GASKETED TO SILL PLATE U I ALL STRAPPING SHALL BEAR MIN. WELD SILL RATE IN PJFD OVER z 7 NII GASKET O 12"ON STUD,RAFTER FACE,ETC. w n I TYPICAL FOR ALL LOCATIONS. Q w k O 9 u l I #5 Rebar Vertical C/] U I m O x NEW CONCRETE FOUNDATION WALL W/DAMPRO AND AND(2) z I #5 REINFORCING RODS TOP AND BOTTOM 24"OL W 31/2 Steel Cd \ b 4-THICK CONCRETE SLAB WITH 6'x6°#10/#10 '�-I 24 x 24,12 PC Ftg(Typ.) p W.W.M.OVER 6 ML PoLY VAPOR BARRIER .r Q O T-O. ]-0- Trearod 2 x 10 DJ Connreted to I 1/2'EXPANSION JOIM HLLE ------- � J on Hausa w/TECO.Trmrad 2 n 10 13 I W-4'x 8'DEEP CONCRETE FOOTING W/KEY ^� w 9 V2 TJI 230 Wand FBeam C Lagged to Framin9V7I-age 16'O.G WAY AND(2)#3 STEEL REINFORCING RODS F] 4 2)Tremed 2 x 10 Girder y' UNDISTURBED SOIL I „ x ��• LT. mI teemed 2 x 8 DJ Coreemed ro Ledger w - on Hwaa w/TECO.Tremad 2 x 8 .a Lx. Logged to Framm91/7 Lag,16.O.G Nrn L_Pr.% 0 C4 I Va# O LSTA RId90 51rap TYPICAL WALL SECTION AND FLOW RETARDER DETAIL z w 'sdmpeen J (2)Treeid 2.12 HDR p Each Naw RaRcr 13/4 x R 7/e LVL Rdgo SCALE 3/4' 7'-0° Z Ul w (2)Trmid 2.8 H1111 I (axo Detain Aephak Shingle.ower 15#Felt O ----- ------- Treare2 2 x 10 Girder I er V7 CD%Phvoad Sheathing [-w ----------------------- ---- avert•x10DR 2W 6O.C_ a Q ---- 96----- eg. vrwHde ice vam 2a•Wda 6rom y w N Face of Bub m 19 ® G i. Asphalt Shingles wer 15#Felt m ® bY1 ¢ over 1/1'CDX Pthinglywxd Sheap O ovQ7n6 RR 016 D.G. Tremed 6 x 6 Port(TYP) m Pro&kc Dam 24•Wide Fr- F..aF Buildng- f t � (2)Tremed 2 x 10 Girder /� _ _ - f _ y\i-JFf-- -�\-Jho 4 2 x B RId W3B InaWaHon V7 Drywall 2 z 4 Plata 9s • 2xloual6oc 2.4 Plate 'Simpson H2A m A3 Z a04' m Nrn RaRcre O (Bea Omain in 3/4 Plywwd > Subflwr LO Railings to axnPH w h 831218 83121 14•Dbm z 36 DwP K2 x 4 Plme 2 x 4 Plme Sea Nmee on A-1 f Foo D-HpdmPC Port R,w/rremed FOundation/Basement 0.6 P_.PS i Past sorsa(ryp) \W Sding wer Tyvek war (2)2 x 6 Place9 V?TJI 110 Wood Deem 7'Rlmbcard T Rgld Foram over V2•Py..,c w N Sheathing wer 7 x 6 etude tD VZ DrywaO O 16'O.G.w/R-211reu1 2 x 4 9Ndwc016.0C -` 2 x 6 Hdr and V7 Drywa3 Both Side tV (2) Tramd 2 x 6 DJ Cmnreid.Ledger V IW-' � Y 3'4 P% p4j 2x4BNu U16OC V7 Orrvad wHoues w/TECO.Trcmd2xB Z 0 p R C and V7 Drywall Beth Sid® Lagged ro Framing V7 Lags 16.O.C. ❑ 0 < >C 1/7 D—H U O O U 8•Pa Ca Col _ SCALE- PC L 12 LI � 4'PC slab I RadmgiT ran/�tvt•fl R31r"F'8 8312.2 P 6,��'. e4y i Trcmed 2 x 8 DJ O 16 OC ---••-� {{I pt('0 E t1 (2)13/4x14 LVL Hdr Elpy JJjLE #3 Bare Com i4 T Rlmbaard ( 1r 4 2.10 !p (2)73/4x91 LVL. � y1 � �^ V Tree-ed C2)2 x� ---- - B,V2 TJI 23 Wad I-Beam 7 Rigid Foram R-10 JUN 3 0 2`02377006 Copper Tet ShWd R.88IrIaJorkxi O 010 OC m f0FESSIO�P�4. 5/8 Anchor Bdts 28'OC Mm. m 2n45tudwe0160C T med6x6 ort DWG.NAME: 31/2 cel Cd wvT—d 2 x 4 Plena 31/2 S1 e 1 Col 4'PC Slab Rlled wRh R-15 1.2m VPC Frond 7-10'H Soubiold TovIi f1 PLANS vz Drywag Bath side. #3 Bars Cmc Board of Trustees ---- !' DWG.NO.: - 27CF 24x9�TR) - 2 z 4 SNdwcll l6.OC ]4x -- I I 14'Dlam PC Past Ft wrremed 2 x 4 Pima I L------ w/Treated 6 x 6 Pam fdkd with 9-151neul and V7 Dr„va03oYn q&,, L------- Section New 1B'x Zi'PC Grads 8­ m PB Port Bam A- 3 PAGE 4 OF 9 Y 9� 3 334 131T 5 Q O � v S `P 1311 m 3 � 4 v7 3y. am to Basc O (j[zWy Q O U v=i 6 C '00 Gbsef �m 3 j� y 6 4 V Q O na' Cm s Z O z O a 0 F Z § 4 0 § s s § c— °� S oc�.cedwv q O 3 w x .60 § U j z p w o 6v U O Z 30 31 O O u C4 �D O © Zia 0 z; � w Al 0I FP Z3 y e 2nd Floor Plan N w a 1st Floor Plan 0 6 ma ti Z 1st Floor Plan ur ul N m 4 N N 4 ial Y V F m > O 3 < Z O x U ❑ ❑ U Door Schedule rr SCALEL+..l & L5114°=1' E 0 E 6Label Type Manufacturer Series Size UA SHGC Quanity Material Notes L JUN 3 0 LO�� Br 1 Exterior Entry 3'-0"x 6'-8" 0.3 1 Wood Solid V r W Window Schedule 2 Exterior Slider 9'-0"x6'-8" 2 Wood _ Number Type Manufacturer Series Size Mod# UA SHGC Quantity Notes »oas 3 Interior 2'-8"x 6'-8" 2 Woad Solid Care P�FESSIONP\" 1 Awning 3'-4"X2'-4" 1 DWG.NAME: 2 Double Hung 3'-0"x 5'-6" 2 4 Interior 1'-6"x 6'-8" 1 Wood Solid Core Southold Town 3 Double Hung 2'-6"x 4'-0" 2 Egress 5 Interior 2'-0"x 6'-8" 6 Wood Solid Core Board of Trustees PLANS 4 Double Hung 2'-0"x3'-0" 4 Egress 6 Interior 2'-6"x 6'-8" 3 Wood Solid Core 5 Double Hung 3'-0"x 41" 1 7 Exterior Slider 6'-0"x 6'-8" 1 Wood 6 Picture 3'-D"x6'-0" 4 DWG.NO.: 7 Slider 5'-0"x 4'-0" 1 8 Closet 2'-8"x 6'-S" 1 Wood Bifold 8 Awning 2'-6"x 1'-fi" 1 9 Interior 2'-8"x 6'-8" 1 Steel 1 Hour Fire Rated A 4 9 Casement 2'1"x 3'-6" 2 PAGES CF 9 Y 'T P to 9-n VZ I 31a 1 y (2 dr 3a ne 9" R (1)2x10Hd - - (�11x6Hdr��• _'�' r o i wNT Plywwd R a w/V7 PMvocd Fhtch 1 1 13a 4 �? x � N -_ Fger 91(2 TJI 110 Wood I-Beams V t 1 fA Zid 2.10 RR 016 CG Bedroom S • ; 3d' to Bae ! m 1 arahan 4 a 2 x 6 Bwd won ------- --- — o ! o ti O T aoao a a z 2z45Nd Wall ° .. O 0 • n i___.___j � � n � 1/2 �O - - \ 0 ry 1 1 _ (2)13/4 x 9112 LN. a ! � tts 1 Q rn \ \ 1 1 3 E- Q Z Bedroom \ 1 1 § eraser s 1 i 1 z Open ea Pbwo 1 Closer Opm ro Babw 1 U A 1 a ry 1 O 1 9 V2 TJ 710 Woad 1-B— WO 1 1 2x10 RR 016 Oc 1 Q w O ! 1 \ U 1 Bedroom L"1ng RomR 1 1 CG w } 3 1 ve 1 s O 1 1 1e 1 ser 1 1 \ W ELI m 1 ! (2)2.8 Hdr (2)2.8 Hdr 1 w w/VY Plywood Rech was P--d F6rch 1 Q Q (2)2x12 Hdr 0 ! wN1'PM,xod Flkch wN2'Plywood Ruch yIw I ,xl 2asVzl w T-3. 32-0 0 3 23 r a w 1st Floor Plan _�qM1 2nd Floor Plan U z E L JUN 3 0 2023 LU pAETEDttN � sIRDR TGLE OR DODBLE aCAOE STEELETtUP /EEE SELTION R6ni32 OR PLATE SEE SECTION R662.e1 Sout;)oldTowrn pIRE�OLKaROUNO ', o RAFT r Board of Trustees 1--1°LREoz,cll NDTCRED woos IacN sees rn arm asoz]t21 Yrpm GNm 1lUIWER9 R' oIRST RAFTER sruras f RVR ssEL—) uLSTuos —T. gIDaE CEILWG SEE EELDON 11603.9 6a FDR 2'RIDOEI OAST u � � R�.AFTER SIX816l0CIONG � .. � RAFTER yy m® �� FLOORJdETS � � OF PAIR � iiLED ILLER DLOoc I N � ONE A PLATE ro°'•x•E - 0 3 < z O loo AND sueFLooR Z ❑ ❑ 3 p I ONEIOB I' attmm Rmn Raul TOENAL orE I6e - _ eLODI<ER o lea w D R�TER TIE T CAW�RLE kL- 4:13 Q 3 C X COLLAR TD FtiER d a�¢�m _______ , -I Eff SECTION RW2.9 L ❑ ❑ U • � wW nutty 1 FDUR 9 e AT eLocK FRAM FRAMING DETAIL—PLATFORM�ro t",�� 'SCALE: EADFI RAFTER xIN ^ _ ___ _________ 1/4"=1' ROOF PEAK NJO 1%a 9(TOM.05 FUTESJAT •O�T6iEEL STPD OO. oegn / \ la a L----- - - ---------- \Wa1LERO5 coRNER LoaL G wALLs _ GPAceR a.e I''� CEO E TOP PLATES TocE—ER Dr o19M,Gau"`eRace aNCHOP BOLTS ENBEOOEDM F �� oD LeT nrta snms F U-10N.I..— r CRIPPLE \ / :G AnLL WOOD BACKER S r— Ga CAt.fTS­DS CE V SRl�S WAILED N PLACE D. EREO Co M Nano a[maRx¢r amo.�m.a W ­ 77Ms.a=oATRii.lov�ET:ncAL ��D ORla..oD ( f' 4. coRNEaaw PaRn]roN R9s7s �^ _ I. 6 �V OOUBL£ TAODERED Op'�FESSW�P� REE le EADFJ3wml DWG.NAME: Rh'PLYWOOD •LATE TOE- EILOCK SPACER o SOL BEPNEEN ARFLVApPROVEDSNEaTNmG IXi&UCE 50.E B�T'UDMER 1O0 STUD w¢m mRa:aat'Fw IMOftSTU MTF9AND E%TENDrm FPDN �BafJ�ONG STUOE SMaILBE pREpMR]EOTOBEOLImED BpTtOLL P1A,E TDTOP PLATE.Oq DTlali TNRDIroNTNE�EDFwDDDaaER,RDEaTE.NETaL PLANS IxWG SND aw aCCWIM111E LMNUFq 11RER9ED IN pRyiyFLL0.U�'3 diOMERaPRibYFD OEVILEBTIMT SDEDRLaTIONSEEE SECLRYI R6a21B M]M1LSE(NEAEApED4TE BAWNO FOR THE FAWlO �� WTER4LL5. DWG.NO.' CORNER BLOCKING DETAIL NOTE D imness.a 1 tom-901.e Punwiraww'w y aunwxAa ' yey� Provides maximum nailing surface an interior and exten.r 2x WALL sTL.IDs ro mm. nax DF.��Ret Oc sAsrFlGUNB ROM3(Z)INSULATED WALL DETAILS PATE FRAMING DETAIL _11E. . FRAMO DETAS H CORNER POQ 2X4 BEARING WA HEADER DETAIL A FIGURE 116023(1) - PARTITION TO WALL TYFlOAL WALL,FLOOR AND ROOF F 11040 eoNNEDTIoN - PAG=,11 P 1 1 to} 0 !] 01 2�Q 2nd R—EL n m y z z 1-11 F11 fl[] FF11 FF11. Fa z a z 0 U q 0 Front Elevation U F z w 0 Q Ww v) U 0 z cGw > 0 >• Ca Q F a � 3 Rear Elevation w 4 z z3 0 az Vf JUN 30 2023 Sot djold Town Boar of Trustees I o 14 z u N N = O V < m 9 m V U m n U SCALE: CEO E P gr9,t y 2 ❑ 'rf� ]]006 p�FESS10Np�" DWG.NAME: ELEVATIONS Right Elevation Left Elevation DWG.NO.: A- 6 PAGE 7 OF 9 Y R MINIMUM 235#ARCHRECrURAL ROOF SHINGLES, m COLOR TO BE SELECTED BY OWNER INTERIOR 000 BLDG FELT 'S ADHESIVE CONTINUOUS TINUUS BEAD OF CONDITIONS 12'COX PLYWOOD SHEATHIN D SPACE ROOM ABOVE GARA E ROOF RAFTERS(SEE PLAN FOR TYPE,SIZE AND SPACING) CONTINUOUS BEAD OF \\ SEALANT NON 1'CLEAR SPACE FOR VENTING OF WSIILATION CAVTTY R-00 BATT INSULATION C ff1' SU 10 CDUNG JOISTS(SEE PLAN FOR TYPE,SIZE AND SPACING) CONTINUOUS BEA OF ONULATI 1 1/4'%20 GAGE STEEL STRAP @EACH SND.(4)Btl COMMON NAILS IN ��� EACH END AS PER TABLE 3.38 OF WOOD FRAME CONSTRUCTION MANUAL ORrnGASI(ETEO TO PALL LATE - Woo. ALUMINUMGUTTERSANDLEADERS I ASSEMBLYME OR WOOD FRAME LOOR SOFFIT VENTING wRHINSECT ZrX OPPLAr allED CO INUOUS BEAD OF pEX EXTERIOR SHE TOHTOP RATE D� SEALANT ASSEMBLY INSULATED D 1 1/2"RIGID INSULATION FIRESTOPPING(ALL WALLS FLOORS AND CEILINGS[AS PER CODE 12'GYPSU HO WALL TWEK OR EQUAL VAPOR BARRIER CLADDING CONTINUOUS BEAD OF OLD EXTERIOR PLYWOOD SHEATHIN TAPED OR SEALED JOINTS SEALANT SIMEFORFLOORABOVE GARAGE I IN EXTERIOR SHEATHING INTERIOR CONDITION UNCONDITIONED SPACE SIDING TYPE AND COLOR TO BE SELECTED BY OWNER 1'NGID INSULATION R-5 SPACE 2•x4'WALL STUDS @16.O.C. ;L fl-15 BATT INULATIO AIR SEALING @ UPPER EXTERIOR SHEATHING CAULKED,GLUED OR c AIR SEALING @UPPER ON NAILS EACH GASI ETED TO BOTTOMP ATE x r��ING S BEAD OF FLOOR RIM M J O I ST TYPICAL FLOOR CONSTRUCTION: 1 1/4'X 20 GAGE STEEL STRAP(4)Btl COMMON NPILS IN EACH END AS PER I FINISHED FL F__ TABLE 3.38 OF WOOD FRAME CONSTRUCTION MANUAL Z 3/4"T&G PLYWOOD FLOORING SCREWED AND GLUED TO L,j FLOOR RIM JOIST FLOOR JOISTS(SEE PLAN FOR TYPE,SIZE AND SPACING)1/2 3 O S BEAD OF SHEETROCK WITH TAPE AND 3 COATS OF SPACKLE SIMPSON LTP4 @ 16'O.C.FROM RIM JOIST TO PLATE.TO U r=%J SBE FASTENED AS PER SIMPSONS REODMENDATIONS EXI TOR SHEATHING CAULKED. ❑FOAM AT 2.2y4'TOP GLUED OR GA51(ETED TO TOP PLATEy'ERIMETER I TAPED OR SEALANT OVER JOINT IN FIRESTOPPING(ALL WALLS FLOORS AND CEILING S) I EXTERIOR SHEATHING W WDOW UNIT AS AIR AS PER CODE BARRIER 1 1/4'X 16 GAGE TRIPLE COATED ZINC STEEL STRAP LAPPED UNDER BOTTOM PLATE WITH TAPED OR SEALED JOINTS IN CONRNUOS MINIMAL (4)Btl COMMON NAILS AT STUD AND(4)Btl COMMON NAILS AT RIM JOIST AND SILL FORA EXTERIOR SHEATHING EXPANDING FOAM AT TOTAL OF 8,AS RR TABLE 3.3B OF WOOD FRAME CONSTRUCTION MANUAL WINDOW PERIMETER (ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HOT DIPPED GALVAMZED)STRAPS TO h BE WRAPPED UNDER WOOD SILL F WOOD FRAMING I z PER ONRNUOIIS BEAD OF Q SEALANT MANUFACTURED RECESSED pyo'BASE EXTERIOR SHEATHING CAULKED,GLUED OR GASKEIED Fj MANUFACTURERS LIGHT ENCLOSURE I TO BOTTOM RATE REQUIREMENTS SIMPSON LTP4Z @ 16'O.C.FROM RIM JOIST TO SILL TO BE FASTENED AS PER SIMPSONS RECOMENDATIONS. I TYPICAL FLOOR CONSTRUCTION: z I 3/4'T&G PLYWOOD FLOORING SCREWED AND GLUED TO FLOOR JOISTS Z SPECIFIED ATTIC INSULATION ALL SCREWS IN CONTACT WRH ACIP WDODTO NIZE SEE PLAN FOR TYPE,SIZE AND SPACING)R-30 BATT INSULATION u DIPPED GALVANIZED) ( U ONRNIDUS BEAD OF ADHESIVE (2)2'x6'.25 ACIP WOOD SRL PLATE 1 ANO ILL SEALER)ANCHORED TO CONTINUOUS BEAD OF CONCRETE FOUNDATION WALL W/5/8'DIA HOT COOPED GALVANIZED ANCH __ __--__ '-� SEALANT BOLTS WITH 3•SQUARE HOT DIPPED GALVANIZED WASHERS @ 23'O.C.MINIMUM 7'EMBEDMENT(NOT MORE THAN 12•EA WAY FROM COMERS). EXTERIOR SHEATHING CAULKED, W *NOTE: COPPER TERMITE GLUED OR BASKETED TO SILL PLATE U F" -- ALL STRAPPING SHALL BEAR MIN. SHIELD vLL PLATE INSTALLED OVER W DRYWALL EXPANDING FOAM SEALANT 12"ON STUD,RAFTER FACE,ETC. SID.GASKET INSULATED CEILING A7 PERIMETER TYPICAL FOR ALL LOCATIONS. C] W EXTERIOR STUD CCOONTI OUS BEAD OF RECESSED LIGHT FI COANTIINUOUS BEAD OF � U WALL CONTINUOS SEAL SEALER NEW CONCRETE FOUNDATION WALL W/DAMWROOFING AND(2) z INSTALL INTERIOR FULL WIDTH OF MUO&U_ 4'THICK DOCRETESLAB WITH Sx6RENFORON P 0 10/0 10 OM W SHEATHING PRIOR TO ,'�-� Q d INSTALLATION OF PRE- FOUNDATION WALL AS A I R SEALING @ATTIC W.W.M OVER 6 MIL POLY VAPOR BARRIER FAB FIREPLACE UNIT AIR BARRIER 1/2•EXPANSION JOINT HLLEcoo RECESSED LIGHTING a CONCRETE SAG AS AIR WAY AND(3)#5 STEEL TREINFORICWG ODS. PREFAB FIREPLACE BAIaER UNDISTURBED SOIL W W UNIT W SHADED COMPONANTS DESIGNATED AIR FLOW TYPICAL WALL SECTION AND FLOW RETARDER DETAIL z w RETARDER SYSTEM. SCALE 3/4'=l'o' vJ Iz. AIR SEALING @ SPECIFIED ATTIC INSULATION EXTERIOR WALL a az W 11N 1/2" ----- _ a w INSULATION Q (� ��� (rj^ � A I I , (EL�r k(j9 ( a FINISHED CEILING /�1 FINISHED CEILING CONTINUOS / ACCESS PANEL // BEADS OF TRIM OVERHANG 1/2"INTO_! NT---��1 0 SEALANT OPENING TO SUPPORT PANEL ACCESS PANEL TO FIT CONTINUOS SEAL SEALER, JOINT SEALANT TAPEHTLY ON FRAME NALL I JUN 3 0 2023 FULL WIDTH OF MUDSILL SIDES AIR SEALING @ ATTIC HATCHSrnrtholdTDWn o AIR SEALING @ PRE-FAB �__ �_ Board of Trustees ��� > W FIREPLACE PLATFORM CONTINUOUS BEAD OF P N PLUMBING SEALANT o a m EXPANDED FOAM PIPING TOP PLATES m SEALANT TOP PLATES 0LDI a3a EXPANDED o v FOAM EXPANDED PROVIDE BLOCK[G AlUD SCALE: SEALANT FOAM CAVITY ALL SID SEALANT CONTINUOUS rus uNrr PLUMBING BEAD OF THIN-PROFILE WALL ptEO E SEALANT SHEATHING q 4- PIPING ELECTRICAL r WIRE CONTINUOUS BEAD OF D 0 WALL STUDS SCALP.NT WI DOW RIM �E\R AUK'. TZ006 2" WALL STUDS �D ME OR \, oPROFES51Dt1F�4, SEMB DWG.NAME- CONTINUOUS BEAD OF MEP SEALANT NOTES AIR SEALING @ TOP PLATE AIR SEALING @ PLATE DWG.NO.: PLUMBING PENETRATION ELECTRICAL PENETRATION AIR SEALING BEHIND TUB MEP-1 PAGE 8 OF 9 Y MINIMUM 235#ARCHITECTURAL ROOF SHINGLES, COLOR TO BE SELECTED BY OWNER 004 BLDG FELT Wood BOCIMY Strip 7x or 1/2'p--d HIN Naiiod In plow Before EROHor Shwthing FORTY%PLYWOOD SHEA TNG Applied ROOF RAFTERS(SEE PLAN FOR HYPE,S2E AND SPACING) MIK 1'CLEAR SPACE FOR VENTING OF M9JLATION R-00 BATT INSULATION 7 x 4 WO Scuds [DUNG J01575(SEE PLAN FOR TYPE,SIZE AND SPRUNG) ------- 1 1/4•X 20 GAGE STEEL STRAP @ EACH SND.(4)8d COMMON NAILS IN , Wa0 Ineulallon EACH END AS PER TABLE 3.3B OF WOOD FRAME CONSTRUCTION MANUAL DRYWALL CAULKED,GLUED ALUMINUM GUTTERS AND LEADERS , OR GASKETED TO PLATE SOFFITVENTING WITH INSECT SCREEN EXTERIOR SHEATHING CAULKED,GLUED INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT° 22k4•TOP PLAT ORGASKETEDTOTOP PLATE INMATE FENESTRATpN SKYl1GHT GLATEO CEDING WOOD MASS FLOOR BASFMEMc SLABd DRAWL FRESTOPPWG(ALL WALLS FLOORS MID CE! ASAS PER CODE ZWE UFAROR p UfACfOR D FENESTMTION RWALl6 FRAME WALL RWALUE WALL R-VALUE SPACEc 12'GVPSU BOARD SHGC D,e WALL R-VAWEI R-VALUE WALL TYVR OR EQUAL VAPOR BARRIER CLADDING R-1 I 1I R.VAUIE 1/2'EXTERIOR PLYWOOD SHEATHING TAPED OR SEALED JOINTS 4 EXCEPT MAMHE 0.35 0.55 OA0 49 10/13 10.211. 10/13 SIDING,TYPE AND COLOR TO 81•RIGID WSULATION R-5 SE D BY OWNERI IN EXTERIOR SHFATNNG 28x4•WALL STUDS @16.O.C. FOR a.1 HOOT.]04 e mm R-15 BATT Wl1LATl0 .S__ G:ARE MnxiMlwS.WHEN V6WigN 61x5TALtFa W A GVOY WHCN 6lFis THAx THE L48a OR DELGNTHIaO¢SR OF THE wSUTAPON,THE INSTALLFO R-VALUE Oi THE SHALL NOT BE•e<THan THE0.ALVE SPEaFIEO wTNE TABLE THE FENEETGTax GFAROR cOLWx s.lxE SFx;C COLuw AwuFs TOAu GIATED FEMSTRAT-DOEPTOR EiOn-TB ww BE EXCLUDED FROM 4Aa0 FENESTRATION EHG:REQuR1EMENrs w EXTERIOR SHEATHING CAULKED,GLUEDOR LLVATE MHE 1 THW1lR13 MOE TIE EH¢-`E---ooEs NOT arEL o.]0. 2k4•BASE PLATE , GASKETFD TO BOTTOM PLATE � • 'IS1199WAN ISCG NO M iTgHOHTN0.MFRI011WEME OFT WWORa.1BGVRYwSWTIWATrNEMFAg NEB>SEF¢ WR '1S/IVE LUPFRR WTOMMETwnx R-1] L UER-]wNtwLaa wREATION ON THE HITEROR OR OTEHIR OF THE xo-IW1]R MUNE It-roH HuOuB B-iON ON THE wtERW OR EXTEROR OF THE FINISHED FIL F uvm 6A5E1ffNr wALI 1 1/4•X 20 GAGE STEEL STRAP(4)BeBd COMMON NAILS IN EACH END AS PER y ROMEO x-s EXTIF U= mEOio ix[R[Quw ine�EOcEa vAtFES MR HEATED suns.wsuATION DF➢m SHALL BE 771E IXP7H OF TIE romwc oRZFEET.wNOHEVER 61E35walM4TE ZDNEI rxaaRal]FOR HursO TYPICAL FLOOR CONSTRUCTION: TABLE 3.3B OF WOOD FRAME CONSTRUCTION MANUAL oz cues R 3/4"T&G PLYWOOD FLOORING SCREWED AND GLUED TO [[iI]7 nIUEARENOEHGCREFINREMEM5INTHEMARINEMNE O a ."wuL RLURAigN6roTREE¢uR ww4aH HwaDLouigxsAs DEEwFn By FruRE a]o1.1 ANOTAeLE R3oI.1. FLOOR JOISTS(SEE PLAN FOR TYPE,SIZE AND SPACING)1/2" 3Q eeevEm,a-1DMwR4u+. TxEfutTT VALIk6GvnY wSUAigN,TXE "'NO-O,6CCMIWd6w5WTgN.SORINS•MEAN]R-13 GVDY N51MTgH 0.16 R 5 COmHuCHL R-ANON CORNER BLOCKING DETAIL SHEETROCK WITH TAPE AND 3 COATS OF SPACKLE 0 L THE SECOND WHEN MORE THAN HAS THE wsuulgH 6 ON THE FnERan of THE MAss wAu. SIMPSON LTP4@ 16.O.C.FROM RIM JOIST TO PLATE TO V N INSULATED WALL DETAILS BE FASTENED AS PER SIN@SONS RECOMENDATIONS. I EXTERIOR SHEATHING CAULKED, ❑�. 22k4RTOP GLUED OR GASKETED TO TOP PLATE a a TAPED OR SEALANT OVER JOINT IN FIRESTOPPING(ALL WALLS FLOORS AND CEILINGS) EXTERIOR SHEATHING AS PER CODE 1 1/4•X 16 GAGE TRIPLE COATED ZINC STEEL STRAP LAPPED UNDER BOTTOM PLATE WITH I TAPED OR SEALED JOINTS IN (4)8d DOMINION NAILS AT STUD AND(4)Ed CO NAILS AT NM JOIST AND SLL FOR A I EXTERIOR SHEATHING TOTAL OF B,AS PER TABLE 3.38 OF WOOD FRAME CONSTRUCTION MANUAL (ALL SIDREWS IN CONTACT WITH ACQ WOOD TO BE HOT DIPPED GALVAMZED)STRAPS TO uj BE WRAPPED UNDER WOOD SLL F- z a Chose Compliance Method zk4•BME I EXTERIOR SHEATHING CAULKED,GLUED OR GASKETED .F.1 SIMPSON LTP4Z @ 16.O.C.FROM RIM JOIST TO 4LL TO I TO BOTTOM RATE a y STENED AS PER SIMPSONS RECOMENDATIONS. TYPICAL FLOCR CONSTRUCTION: z Total UA Alternative See RESGHECK Analysis(Attached) 2 X Material Hdr ( BE FA ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HO 3/4'T&G PLYWOOD FLOORING SCREWED AND GLUED TO FLOOR JOISTS 0 DIPPED GALVANIED) (SEE PLAN FOR TYPE,SIZE AND SPACING)R-30 BATT INSULATION U (2)2'x6•.25 AOQ WOOD SRL PLATE(AND SILL SEALER)ANCHORED TO CONCRETE FOUNDATION WALL W/5/8DIA HOT DIPPED GALVANIZED ANCH BOLTS WITH 3-SQUARE HOT DIPPED GALVANIZED WASHERS @ 23.O.L.MINIMUM W .07 Energy ner Conservation Notes r•EMBEDMENT(NOT MORE THAN 12'EA WAY FROM CORNERS). FX7FRIOR SHEATHING CAULKED, F. gy *NOTE: COPPER TERMITE GLUED OR GAWETED TO SILL PLATE U Air Barrier Criteria SHIELD ML PLATE INSTALLED OVER 1. A canrinuous air barrier shelled be installed in the building envelope. ALL STRAPPING SHALL BEAR MIN. SILL GASKET W W 2.The exterlor thermal envelope contains a continuous air barrier. 12"ON STUD,RAFTER FACE,ETC. 3. Breaks orjolnts Int he barrier shall be sealed. I, R-5 2gld Foam Insulation TYPICAL FOR ALL LOCATIONS. Q U Q 4.The air barrier in any dropped ceiling/wAilif shall be aligned with the insulation -�I NEW CONCRETE FOUNDATION WALL W/RODS AND AND(2) and any air gaps In the air barrier shall be sealed. Mechanical System Notes #5 PEINFORONG SOS TOP AND BOTTOM IA � 5. Access openings,dropdam stairs or knee wall doors to uncand'rtloned attic 1. At least one thermostat shall be provided for each sep.Mme healing and cooling system. a•T11LIX CONCRETE SLAB WITH 6'xe'#1 D/#10 QpN LTa }1 3 space shall be shall o sealed. 2.Ducts,air handlers and filter boxes shall be sealed.Joints and seams shall comply with either 2 x Header Detail W.W.M.OVER 6 ML POLY VAPOR BARRIER Q �1 1/2°EXPANSION JOINT FlLLE G.The junction of the foundation and sill late shall be sealed. International Mechanical Code or International Residential Code. Scats 3'=1' ►1 V] p 3.Ducts shall be pressure Tested to determine air leakage by one of the fallowing methods 1'-4°x 8'DEEP CONCRETE FOOTING FI KEY 7.The junction of the top plate and the cop ofexterior walls Shall be Sealed. WAY AND(3)#5 STEEL RDNFORCWG RODS. ------- (� 9. (Ghee walls SFall be sealed A Rough-In Test UNDISTURBED SOIL , 9.The space between wirldows1doo-jams and framing and skylights and framing B.Post Construction Test -�J• w Q shall be sealed. 4. Building f-1191-ill- raming 1-ill-shall not be used as ductsor plenums. Rim m joistssholl include the air barrier. 5. Mechanical system piping capale of carrying fluids oboe 105°F or below 55°F shall be Insulated I.The air barcier shall be Installed at any exposed edge of insulation. to a minimum of R-3. LTa Q Q 12. Exposed earth in urvented orad spares shall be covered with a Class 1 G.The building shall be provided with vermilat en that meets the requirements of the International -:ivapor retarder with oerlapplg9jointe taped. Residential Code or International Mechanical Code as applicable,or with other approved means TYPICAL WALL SECTION AND FLOW RETARDER DETAIL z w , 73.Duct shafts,utility penetrations and flue shafts opening to exterior or of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that uncanditbned space Shall be sealed. close when the ventilation system is not operating. SCALE. 3M°.7'-0° z LT. 14.Ar sealing shall be provided between the garage and cordtaned spaces. The project plans have been as in accordance with the 2020 New York State Energy Conservation Code(TFCC) O 3 15.Recessed light fodures installed in the building thermal envelope shall be sealed a W W az W the dry Wall. SAME FOR FLOOR ABOVE U uO 16. The air barrier installed at exterior walls adjacent to showers and tubs shall seperate them from the showers and tubs. O a 17.The air barrier shall be installed behind electrical or communications boxes or Energy Code Requirement Table .IT sealed boxes shall be used. Fenestration 18. HVAC register boots,that penetrate building thermal envelope shall be Manufacturer. Type gA 5HGC sealed W the aubtloor or drywall. Wlndav WA WA WA WA 19.When required to be sealed,concealed fire sprinklers shall only be sealed in a Dcar Jeld-Wen Sliding Glass 034 027 VC.ONTNUOUS NTINUOUS BEAD OF manner that Is recommended by the manufacturer.Caulking or other adhesive ALANT ° l sealants shall not be used to fill voids between fire sprinkler cover plates and Mechariaal Systems ), IJ wolfs or ceilings. Air Conditioning None BEAD OF 120.Thethermal air barrier shall be canstrveted to limit air leakage in accordance Heating Hor Water Baseboard with Sections RA02.4.1 through 8402.4.6 NTINUOUS MINIMAL 1AIA L .11P WINDOW P FOAM AT 3� 1 z Insulation Equipment Type WINDOW PERIMETER ` JUN 3 0 2023 0 Air CoMitioning None 1. Air permeable Insulation shall not be used as a sealing material. Hearing Gas Fred Boiler ARUO UNIT AS AIR F y 2.The insulation in any dropped ceiling/so�t shall be aligned with the air barrier. (RIER > 3. Cavities Within corners and headers of from.walls shall be insulated byCONTINUOUS MINMAL Insulation _T VGIDe ul EXPANDING FOAM AT f completely filling the cav'Hy with a material having a thermal resistance of R"3 Walls Fiberglass Batts 15 WINDOW PERIMETER Per inch minimum. (See Detail) Rigid Foam 3 Soul tl ild Town P 4.Exterior thermal ervelcpe Insulation for framed walls shall be installed in Ceilings Fiberglass Batts 30 CONTINUOUS BEAD of Substantial contact and continuous alignment with the air barrier. Peor/Foundation Rigid Foam 19/5 SEALANT Board Of Trustees LR m 5.Rim joists shall be insulated. 7 x 4 poste L` 7x459 O Q N G. Floor framing riov'dy insulation shall be Installed to maintain permenant contact K1 K1 UJ K(y with the underside of subfloor decking,or floor framing cavity insulation shall l� be permitted to be in contact with the top side of sheathing or continous W"NUOIIS BEAD OF N a Y U F o T insulation Installed on the underside of floor framing and extends from the ADHESIVEZ 3❑ G Z G bottom to the top of all perimeter floor framing members. Do NUOUS BEAD Of ❑ 3 z Y 7. Where provided instead oFfloor insulation,insulation shall be permanently U ❑ ❑ `U attached to the crawl.pace walls. SCALE: 8.Batts in narrav covin..shall be cut to fit or rarrow-hies shall be filled by 1/2'Rigid Foam InsWAHrn Insulation that on installation readily conforms To the available cavity space. 9.Recessed light fo tures installed in the building thermal envelope shall be air m us BEAD of PtEO E fight and Grated. SEALANT 7- 10.Batt insulation shall be cut neatly to Fit around wiring and plumbing In exterior CONTINUOUS SAL SEALER t Ovalle,or Imsulotion that on Installation ready conforms to the available space FULL WIDTH OF MUDSLL Shall extend behind piping and wiring. FOUNDATION WALLAS 11. Exterior Walls adjacent w shavers and tubs shall be insulated. AIR SEALING GENERAL NOTE: AIX BARRIER Fp 77006 THESE OETAaS ARE SNDwN WanHGLARFASIORTOWILcaMGCrORTONPEA P�f NPS RArtRio wsFEm ALLCoxsrauc.was ToaosEa In AE-1 Alio ER OOR T E EVERYmwc HAS BEEN uMxzO Anq SEATED cOwErnx i0R THE CONCRETE SLAB AS AIR ESSI eLowEa Dcoa TEST. BARTER DWG.NAME Corner Post Insulation Detail MEP Rigid Foam NOTES DWG.NO. AIR SEALING @ MEP-2 EXTERIOR WALL PAGE 9 OF 9 7 8'D/o r17 pro `eQChb7q pOO�Deep we/l°Ved ' Well over 200' from GROUND EL 29.3' Posed ,\ Proposed Septic 2.0' BROWN SANDY LOAM (OL) SCn7Pling �.* C� 1 PALE BROWN FINE TO COARSE 3.0 SAND WITH 10% GRAVEL (SW) New No b eC° ' 3°� Eop IJ�J � 20 M Pun ExNo S//7 9u/or Green 7'N7' a S SOO , � +$u n i\/OF�A'ENENT -_- 12 0' PALE BROWN FINE TO MEDIUM �� � Ysten7 ,~L-4 s�9�7 _ _- SAND (SP) Wj / o�'.�,--- __'---_N UpoiTY. PVC PIPED Typ NO WATER ax mo FIRM so A e `t,P"pted A/grnf/COntrol $r�� / a�� gip) ;' _ �- ' TEST BORING err22n�e og ell Pgnel i ,v NYE C` i oo i , I /y� / '/ Exs DUG BY: McDONALD GEOSCIENCE 4/9/02 Al a� amwcxou� go oI Q SEPpp S Nc WFPfaI V CLEANOUT 7a� p xrs 1 C-1 } rOPOsed //-4Z o P ! i SUPP/y Llnewoter Fro /, '• ,•j9 �� � prOPo . Hoe++'''?o sed we// i +r' i 1, i o Sl(r SHE,Ay BAL / 'I /6)� S +"� In 'I // cr 2" p ES I/ P �� / / YS U EbSnN6 fROypn,AC ��NpON // \ 11� n 9 p`, PAMO Y Rf�'ENOt.� .l , g ND F e 77L t Vent Te in W o I`n's S / �_-1�c - o Z^ '00, .. / oUndq�Ory be S/eeyed f7 -ptgry Vent x a pOk•.; yti J i 8 Pero on i "0 ugh yhe o x ¢ o P 1A/ Cover Notes: 2 oW. 3 3 ?�o' ; EagnNp e�� 1. All at grade covers shall be locking covers. fjF NEW ¢ <<c. w O �6 a o 2.Any Cover that weighs less than GO lbs shall Q scil ,J W have a secondary safety lid. --- ,, 1' ed z a • •..,,-.':..,:;,-.' ,..;, �:_,,--.;w>� Sanitary Notes C4 00 -� 1. There is no public well or sewage system within 500'. J'F� 77006 2. All surrounding improved lots within 150' are on active wells. L001z O x O U .0) -f -- - ;�' __ - -- -_- m� For Health Dept.Use) ' `__ y__-.•_-,,.-*'iai a'V .!.Ny ' �. S890D fL'�- •�-Flnioerae1 pp 139.76' ";)p Concrete Cover I'Min 2'Max4'Maz. ' JUN 0 2023 / z 0 Concrete Chimney 0"Mi m Prop FF Elev 30 Pe 4 0�APP Perd Ex Grodqjg�28. Install Secondary Safety Cover P Fntecthed- Ft. D❑1:1 CTM ED Cover EL 27 D 0 m Boar of Trus ees �� N Ex Grade 27 �'- -'�----�- - y N _N u —_ N 72' � m m o 4j O Leaching 5ectlono � a '� Outlet Invert EI 25.0 Inlet Invert = = u et me CoUr i 4 Q z m EI 24.65 EI 24.15 Inlet Invert EI 24.0 ; o ° 3 ❑ 3 z = ❑ ❑ U 8 Mm 3' 1"=40' WG.NAME: 0,Mln.Penetration High 5--1al Gr—1—a LPI Into'A Virgin Strata Back Fill Material To Be Clean 5and And Grave PLOT Of Sand And Gravel LEACHING POOL DETAIL Profile PLAN DWG.NO.: Scale 1/8"= T P-1 PAGE 2 Of 2