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Home My WebLink About1000-126.-11-3.1 i f,yfi,y-Y ' OFFICE LOCATION: ,, � MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 1.1971 (cor. Main Rd. &Youngs Ave.) tA, Telephone:631 765-1938 Southold, NY 11971 P ug LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: April 14, 2025 Re: LWRP Coastal Consistency Review for CHARLES PARDEE & JILL MENNICKEN SCTM# 1000-126-11-3.1 Twin Fork Permits on behalf of CHARLES PARDEE & JILL MENNICKEN requests a Wetland Permit to demolish existing 1 Y2 story, 3,981 sq.ft. dwelling (Per Town Code Definition) consisting of demolishing existing second-floor and construct a new 906.2sq.ft. second floor with an 8'x17' balcony; reconstruct a portion of the first floor and sunroom and construct a 91.9sq.ft. addition and a 355.2sq.ft. sunroom; construct a 300.3sq.ft. northwest addition; construct a 28sq.ft. south landing and new 415.2sq.ft. landward covered porch; install a 5'8"x16'2" basement egress with retaining walls; reconstruct existing 4'x4'6" outdoor shower; A/C units against dwelling; abandon existing septic system and install a new I/Z sanitary system; and to establish and perpetually maintain a 15' wide vegetated non-turf, non-fertilization buffer area along the landward edge of the bulkhead. Located: 6760 Great Peconic Bay Boulevard, Laurel. SCTM# 1000-126-11-3.1 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 LWRP Policy 6 and, therefore, CONSISTENT with the LWRP. A variable-width non-turf buffer is required pursuant to a Covenant and Restriction filed 09/30/2021. 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 G Town of Southold LWRP CONSISTENCY ASSESSMENT FORM, APR 0 9 2025 A. INSTRUCTIONS SOUTHOLD TOWN 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 aerion will be�.`eyaluated as to its stnnificant beneficial and adverse;effeets:opot 'the coastal area(which rricludes.all of Sout'liold`Towii): 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.anssver must=:be explained in detail. l>rstin Uoth`suniiortin>Q and non- ,sunoorting facts: If an action cannot be certified as consistent with the LWRP policy standards and conditions,rt 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 Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1000-126-11-3.1 PROJECT NAME_ . Pardee&Mennicken Residence Addition 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: 0, Nature and extent of action: Proposed demolition of the existing residence and new construction as classification by the Building Department for the existing residence second floor addition at 297.3 sq.ft.where the existing second floor is 608.9 sq.ft.to be demolished and new 906.2 sq.ft.second floor constructed, increase of 297.3 sq.ft. Reconstruction of a portion of first floor and small addition including demo of first floor sunroom at 263.3 sq.ft.and reconstruction and small addition at 91.9 sq.ft.for a reconstructed sunroom total at 355.2 sq.ft. New first floor addition in the northwest corner of the residence at 300.3 sq.ft., new south landing at 28 sq.ft.and new covered porch on the landward side of the existing residence at 415.2 sq.ft. The project includes the abandonment of the existing traditional system and installation of a new I/A septic system and the establishment of a 15'wide vegetated non-turf, no fertilization wetland buffer. Location of action: 6760 Peconic Bay Blvd. Site aereage: 0.757 Acres . Present land use: Single Family Residence Present zoning classification: R-40 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: Charles Pardee&Jill Mennicken (b) Mailing address: 6760 Peconic Bay Blvd. Laurel,NY 11948 (c) Telephone number:Area Code 631-269-3037 (d) Application number,if any:=N/A Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes,0 No'LJ If yes,which state or federal:agency?- 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. Q Yes ..0 No F1 Not Applicable The.proposed action is.a single family residence demolition of the existing residence and construction of anew.residence as classified by the Town.Building.Department which located landward of a functional bulkhead on a private property.. _h will b_ . u Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria 0 Yes 0 No 0 Not Applicable Single Family Residence demolition and new residence construction as classified by the Town. 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 [7 Yes Q No Q Not Applicable Single Family Residence demolition and new residence construction.as classified by the Town.,r Attach additional sheets'ifnecessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria Yes 0 No Fx] Not Applicable The proposed project includes a construction activities within a FEMA"X"flood zone. All proposed activities will occur landward of a functional bulkhead. 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 0 Yes F No ❑Not Applicable The proposed residence construction will include gutters and leaders to dry wells. The project includes the abandonment of the existing traditional system and installation of a new VA septic system. 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. a o �a • � 1 Yes No Not Applicable The proposed residence construction will include gutters and leaders to dry,wells. Attach additional sheets if necessary 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 Q No.;E] Not Applicable Single Family Residence demolition and new residence construction as classified by the Town. 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. 1:l Yes 0 No 0 Not Applicable Single.Family Residence demolition and new residence construction as classified by the Town. 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. E1 WE] No 0 Not Applicable Private Single Family Residence Attach additional sheets if necessary l � 6 WOREING 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. Q.Yes 0 No 0 Not Applicable Single Family,Residence demolition and new residence construction as classified by the Town. 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 0 No m Not Applicable Single Family Residence demolition and new residence construction as classified by the Town. 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. 0.Yes n No 0 Not Applicable Single Family Residence demolition and new residence construction as classified by the Town. 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. 0 Yes 0 No 0 Not Applicable Single Family Residence demolition and new residence construction as classified by the Town. PREPARED BY _Lisa Poyer,Twig!Forks Permits TITLE Principal Planner DATE January 24,2025 Charles Pardee & Jill Mennicken 6760 Peconic Bay Blvd, Laurel SCTM No. 1000-126-11-3.1 a' - µ w a s 1 ✓' r, i rt ::'24tA*cti:'..�'q�'��u'a»�rr�"''� t` 'J1t'i3,eiv"�ti.'�1ffiflgleak �il1 Photograph 1) View looking south at the existing residence (north) elevation. Photograph 2) View looking north at the existing residence (south) elevation. l � Charles Pardee & Jill Mennicken 6760 Peconic Bay Blvd, Laurel SCTM No. 1000-126-11-3.1 s d ' gi S^h 7cv ((�4� KA 1 dr•.t" Y - -- � � ,� ",,-, '�� 17 � s Photograph 3) View looking south along the east side of the existing residence. Photograph 4) View looking south along the west side of the existing residence. Charles Pardee & Jill Mennicken 6760 Peconic Bay Blvd, Laurel SCTM No. 1000-126-11-3.1 ( III k . . r r . ors,,. t T_ t Photograph 5) View looking west along the south property line at the non-turf Photograph 6) View looking east along the south property line at the non-turf buffer between the two bulkheads on the property. buffer between the two bulkheads on the property. Charles Pardee & Jill Mennicken 6760 Peconic Bay Blvd, Laurel SCTM No. 1000-126-11-3.1 it Ad r , a Photograph 7) View looking northeast from the south property line at the non- Photograph 8) View looking northeast from the south property line at the non- turf buffer between the two bulkheads on the property. turf buffer between the two bulkheads on the property and the adjacent properties to the east of the subject lot. as ss v aBAk"y P� DTC4 ry `+ ri 01,51F E .. ce-Doi .� 'a. •it"�,+ "Rs 0 osa2 � ..... '12 806 a`C• R $ d C 3M1\��A v�c�mfNw D�ewaa xt § i �t as 31 ��§,,$�, +C•��'*a'��`�A ��q. .r st sit b�ti A _,.. 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Este} t,_ qex �i� i �'•r�� F� IM 13 v � � aa� > a�`'• Z a a �D � ,•�t;,,.,, � � 3 7 i r 9 a��, r 4 n ^ r a� a m ' �. ---- "._ ".•" COUNTY OF SUFFOLK U ry TICS y��M, t000 sec�a+ RM Proper.y lax Seri-,Agency airiwa rcrvroarc v •a w 9�FFRx DtlNiv iax WP 6.PA D M x,os '°"„'°'° 126 ��r z " " `� w vxilMMrt vam rtr••l[IisYN D! p -- S S.C.T.M.# DISTRICT 1000 SECTION 126 BLOCK 11 LOT 3. 1 #R-24-0587 DWELLING 20.8 LATERAL 31NLET PORT OUTLET SOLVENT WELDED TO 4" WORKSHOP 20.8 ADAPTER ALL PORTS LONG STUB OF 4"SCHEDULE 40 ARE 4'OPENINGS PIPE CONNECTED TO FUJI 4"SDR 35 (TYP) CLEAN CEN UNIT(TYP) ITCH 1/8"/FT GRADE 19,7 GRADE (19.2) GRADE 5% MAX EL(19.0) C/0 TO GP,ACE INV17.66 DIST INV17.46 DWELLING INV19.15 INV17.86 INV17.5s Box EL17.63 WORKSHOP INV 18.44 INV17.3 (1) EACH SDR 4"SDR 35 10'Ox13'DEEP p PITCH 1/44""/FT X PITCH 1/8"/FT LEACHING pp POOL p p pp0l=1pp EL 12.78 pOOOOp FUJI CENT EL4.63 HIGHEST EXPECT. GROUND WATER EL 1.5 SANITARY INVERTS SANITARY NOTES 1.THE OWTS INSTALLER SHALL HOLD AN ENDORSEMENT FROM THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. 2.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENENANCE PROVIDER AND THE SHALL BE PROVIDED TO THE SCDHS 3.PROVIDE A 2"VENT PIPE FROM THE OWTS TO THE DWELLING AND CONNECT TO THE SANITARY VENTING WITHIN THE HOUSE THE VENT PIPE SHALL BE PITCHED TOWARD THE OWTS SO ANY LIQUID WILL DRAIN TOWARD THE OWTS 4.AN EFFLUENT FILTER SHALL BE INSTALLED UNDER THE ACCESS COVER OF THE CEN5 UNIT ON THE OUTLET PIPE PROPOSED SEPTIC SYSTEM FOR 6 BEDROOMS SANITARY DESIGN BY: (1)FUJICLEAN CEN7 700 GPD(OWTS) RICHARD M. MATO A.I.A. I (1)LEACHING POOL 10'Oxl3'DEEP p0 BOX 2284 (1)EXPANSION POOL 10'0x13'DEEP AQUEBOGUE NY 11931 on /. 022.45" PHONE:(631)523-5879 18 / Q}21.65" EMAIL: RMATOARCHITECT@GMAIL.COM ELEV. 19.7 1 INLET, OL BROWN ( 7 OUTLETS �.Q f LOAM 1620.65" � tT U.P. BROWN C I SM LOAMY SAND 1 BOX ACCEPTS: \�\G LIGHT COVER#3009C \\ DPP 19 MON. FINEWED. TOP VIEW HEAVY COVER#3017-C20 O ,(^6 Y� \ �Q SP BROWN N G5 - GRATE #3017-G20 �P/ ET 6"TALL RISER#3009 \G o/ - 12"TALL RISER#3009-R12 r �,�Y ':: •:r /' PALE 23 55" .. SW MEDIUM NDCAP TYPE BROWN o, LEVELING DEVICECi NO WATER 17' _ !� OF P4 � HIGHEST EXP.WATER EL 1.5 ti•, •' ••.'• 2"INCREMENT, t:�r;t BOX SEAL, RICHARD M.MATO A.I.A.NYS LISC#041861 TYP. r• POLYLOK SEAL �O �O / I I v K. NE 7,2 1 LS is JUNE 1,2015 '•ti '-�'iy�y;; #3001 TYP.40PLCSTYP. MIN.12"COMPACTED SAND OR EL 18 9 / r, PEA GRAVEL LEVELING PAD DRAIN I POLYLOK 20"D-BOX MATERIAL 0'y'> \ �� oG�� \\ \ MATERIAL-HDPE FRONT/SIDE VIEW DISTRIBUTION BOX Polylok DETAILS BLUESTONE \ G BDOGK• : _ /U. . DRIVEWAY /✓.M 2b \ MO \ / � NO PROPOSED GAS SERVICE \ \ f OR INGROUND TANK •"• �"oy�•;;;;;•;; C \ o X. \\ 110 - E�7 Z S6Nxi y GRAVEL \ LAND N/F OF GRADE un 5 LOUIS VALENTE G STING SANITARY ..::. r 12" r'':::..:. ..A• . BE AB ND .•.; .22'tjC10'4' 1\ ••,�.�a%2,,4 .s• G \ 10,0x1TDEEP CKFILLED WITH CLEA 'Ex19r -+ Q \\50 N \ INLET COARSESAND. 1 K$NOP::':•: \\`- CHAMBER Volume(gal) o ADAPTEF co J� \ -k �,. FOR 20g EXISTNG ri.:•: 18 \Q w \ �.: , FFL Sedimentation Chamber 397 O 9 \`L LP 8 NT EL 9/✓ "'.`'.;;,iq9"3p�1 1\ GROLND Anaerobic Filtration Chamber 396 oxN a„1, c 00 \ 1 06: v 2a 3 Aerobic Contact Filtration Chamber 181 EL2 2 , Clarification Chamber 90 \ D P \-s d'ce- /�LQ AIR HOSE AND Disinfection Chamber 6 c„ .,E'? U•p• ELECTRICAL SUPPLY \ z000 e SE o \ Total Volume 1069 \ �c� \ TP TREATMENT UNIT a \ 2 as FUJINIAC AIR PUMP ON PRECAST CONCRETE PAD R SPECIFICATIONS J Rd F O t,.. 19, p ` - \ \ c up lI Q 1= NTS Anaerobic Media PP/PE Board Type Aerobic Media PVC/PP/PE ;13s \\ 1 �\ cD �� I 0 \m Aerobic Media PP/PE LAND N/F OF \\�.�\ \� \\ sTo�� \\ Bank lower FRPm ANDREW HOLFELDER \ \ \\\ / Piping PVC I PP I PE \ \ 13 \ Access Covers Plastic/Cast Iron �z \�O PO Disinfectant(Optional) Chlorine Tablets 1 B \ \ �E� 0$•( DWELLING ELECTRICAL PANEL �\ \` O 19 PRQ I)OVIC LO:IFRz,Xgq 1' \�� ROp\ ROt'• \ `7 \ �\ rO E��D \ CO 7EXI$�R BREAKER FujiClean 1 T0X3 \ EL195 \ PAVE 1WG �DRAINAGE CALCULATION \ \ FoE\1 EL 19 PAT EXl � USA'" \ \ j0 REMAIN Toward Clean Water... DWELLING W/COVERED PORCH: 2668 SQ.FT. \ t..{ f \ scue BAFFL e f.'�htllillp. t�y' \ is i..{y..)..) �! ':,':::,:':' � \ �• 2668 x 0.166=443cf REQUIRED \ PROF R 1 41 1,, !,1;�4 4 I p�' :::: _ CIRCUIT EAKER \ 15 N I, ' 3oAMF CIRCULATION (2) 8'DIA x 6'DEEP DRYWELL=531cf PROVIDED �►� \ P 11to t•rf.: :.'....::Y;:.. : :w: 1 E TYPICAL SILT DEDICATED ® AIR LIFT PUMP SCREEN SECTIONIgtINGAI`A�: ' ,132 LECTR'CAL SERVICE TO fR 1n HYOROACTION CONTROL PANEL ISINFECTION r E AM_:;::.: rP ` CYLINDER(OPTIONAL) \\ P\R NS 3j 'E<E.1 11 D D�DINS;:' GEOTE)CTILE FABRIC .. SUPPORT POSTS GE #6760';;:: [:;;:::[:, ppNER 4"INLET PIP "OUTLETPIPE WOOD OR METAL \ '" ,`_''FFD20.8':;:5':i >: TIO COV�,,44ED a A FLOW DIRECTION 1p REMN WOOb 1.1'E 4• AL D 4� EXCAVATED AND Ax -� .::::18.T:: !; a:a'';' �,; ;' �il P;4rx��`� 0 19 CONTROL T BACKFlI I m TRENCH EX lit I EL 19 5 I v�1`I 1 O e PANEL '-EFFLUENT I$111w :>.? ..........:...... DF. INLET BAFFL EXISTING GROUND 1 R$E�M\A .N•:;:<::;::1:9:;`..'• :::x:..\;:III DPPR� YI I / AIR LIFT PUMP 10 F?�I� xOOP / Q �. �r. I tSjtNGmin e 19 9' U 00 LOW BAFFLE z NiwrnuM �" PR$.LOOP 119 RECIRCULATION PIP (CLEANING OPENING) B 3/4"AIR INTAKE \IPRRpOOM nD g x7 11]Q / 1.6E FLOW OPENING(TYP. PLAN VIEW 13'X2T0 EXISTING SANITARY \ , 716 TO BE ABANDONED / MON. 2,4'E y�Qv ISINFECTION AND BACKFI W/CLEAN COARSEE SAND. // / 4�, ' COVER 20"ACCESS COVE 20"ACCESS COVE 24"ACCESS COVE CYLINDER(OPTIONAL) W r EL 18 4 / / 6 O�O� PLUG 2'-0 (TYP) (TYP) (TYP) / (THREADED) SQUARE Installation Guidance FujiClean Schedule 40 PVC 90-Degree Inlet Adapter •� \ DECK �o, / /// AAA �pCl (ATE O o�� :'•.d , /, 1 The FujiClean 90-Degree Inlet Adapter has(4)openings(3)inlets and(1)outlet All of these will accept standard \ ON GRPD ✓/J .t49y PyP� /��P CONCRETE BASE 1 schedule 40 fittings \a1• 1318 40 J�`� CLEANOUT BOx CO 7_ / DECK •� CLEANOUT 2 The top oKhe inlet adapter has a 6"opening that car be fitted with a 6"SDR user pipe and cap as a clean out \ / / 3.Any unused entry ports on the FujiClean inlet adapter shall be capped with a 4"schedule 40 adapter 8 plug,or a Schedule 40 slip / \ / / � Z_n O 1 ADAPTER ADAPTER cap that is solvent welded to a short stub of pipe inserted and solvent welded into the adapter port / / / �a AN 0 w 4.The lateral entry adapter shall be secured to the FujiClean unit using a 4"long stub of 4"schedule 40 pipe Mat is solvent welded \\ / / �`" �519 �A '\� do DEGREE FITTING into the adapter outlet end and FujiClean inlet so that the adapter fits flush on the FujiClean unit \ / S \ 5.The,the shall ensure that the soil beneath the adapter is backfilled and compacted sufficiently to support Me bottom of \ \ EL 18 2 // Q / �e the adapter and prevent any settling or strain on the adapter or FujiClean unit \ \ / / �• 0 60 ES• 6 Metal fiMngs,pipe,and caps are NOT to be used for installation of the adapter \ \ F G/ / Q� 1, .t 7.Must install a cleanout to grade In accordance with the"STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR \ \ � [�/ �� S-,, 4; 4"/4 SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES"and the"STANDARDS FOR APPROVAL I \ / / ,� �QO _ FLOW / OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES." 8 The following are instructions on how to make a solvent weld for attaching piping to the FujiClean lateral entry adapter. // \ / ��J� SEWER LINE 1 Square pipe ends,chamfer and remove all dirt 18- / Y o�� CLEANOUT DETAIL 2 Check dry fit of pipe and fitting Pipe should easily go 1/3 of the way into the fitting.If pipe bottoms,it should be snug. I \ ��PO��P�. NITS Use a suitable applicator at least 1/2 the size of the pipe diameter For larger size pipe system,use a natural `V bristle brush or roller 4.Clean pipe and fitting with a listed primer.(Do not use primer on ABS pipe and fittings.Use Clear Cleaner onlyl) O 00 O 5 Apply liberal coat of cement to pipe to the depth of the socket,leave no uncoated surface. 1 B/ I� M �QO 6 Apply a thin coat of cement to the Inside of the fitting,avoid puddling of cement 17 `� SECTION A-A VIEW Puddling can cause weakening and premature failure of pipe or fitting.Apply a second coat of cement to the pipe. m 7.Assemble parts QUICKLY Cement must be fluid If cement surface has dried,recoat both parts. 16/ 8 Push pipe FULLY into fitting using a''/.turning motion until pipe bottoms 9.Hold pipe and fitting together for 30 seconds to prevent pipe push-out-longer at low temperatures Wipe off excess \0 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL 10 Allow 15 minutes for good handling strength and 2 hours cure time at temperatures above 60 degrees O Fahrenheit before pressure testing up to 180 psi.Longer cure times may be required at temperatures below 60 degrees C7�b '� ZONED R-40 REVISED 09-30-24 LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS Fahrenheit or with pipe above 3 inches.DO NOT TEST WITH AIR A REVISED 08-29-24 AND OR DATA OBTAINED FROM OTHERS NCN-CONFORMING LOT NOTE The set up/cure time is dependent on several factors The pipe size,socket fit,ambient temperature, REVISED 06-03-24 relative humidity,solvent cement used and the system operating pressure should all be considered when determining set up cure times � AREA: :2,975.28 SQ.FT. or 0.76 ACRES REVISED 05-13-24 ELEVATION DATUM.• NAVD8 ALL MATERIALS SCHEDULE 40 PVC(TYP) r UNAU77-CRIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF 7HE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NLT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN 6"SCHEDULE 40 END CAP ADAPTER 8 PLUG(TYP) CLEAN OUT MUST BE INSTALLED TO PROVIDE ACCESS TO THE . . ONLY TO 774E PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS7777)77ON CLEANOUT TO GRADE ADAPTER FROM ABOVE(TYP) USTED dEREON, AND TO THE ASSIGNEES OF THE LENDING 1NS7ITU7/0N, GUARANTEES ARE NOT 7RANSFERABLEE, TOP VIEW(TYP) THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT IN7cNDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 0774ER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE 77ME OF SURVEY 6"SDR 35 PVC RISER ..:wa+"%•..... PIPING EXTENDED DESCRIBED PROPERTY `� Lt t UP TO GRADE EXTRA INLET CERTIFIED TO: CHARLES PARDEE;a SURVEY OF: O1 fV+t' 1,` LENGTH VARIES(TYP) CAPPED VIA 4"SCHEDULE 4 MAP OF: h•'�� y' c f��.; LN ADAPTER&PLUG ❑' OR CAP(TYP) Q FILED: SIDE VIEW(TYP) ! 0 SITUATED AT. LAUREL a C`PPED VIA Town OF: SOUTHOLD y,h;y a KENNETH M WOYCHUK LAND SURVEYING, PLLC 4"SCHEDULE 40 SUFFOLK COUNTY, NEW YORK c` ADAPTER&PLUG „;,,�� .:�:':;. .. , Professional Land Surveying and Design INLET ADAPTER OR CAP(TYP) 1' 'fit., r% P.O. Bog 153 Aquebogue, New York 11931 NITS INLET VIEW(TYP) 1.>„.. , FILE # 224-4"I SCALE: 1"=30' DATE: MARCH 29, 2024 PHONE (631)298-1586 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 C EA CALCULATIONS SITE DATA LOCATION: AREA: PROPERTY: 32,975.28 SF 0.76 ac PROPERTY: 32,975.28 SF BUILDABLE PROPERTY: 30,457.18 SF 0.07 ac (280-207d)GFA PERMITTED: 4,384.3 SF ESTIMATED AREA OF 10,000+/- 0.07 ac �G GROUND DISTURBANCE: ,Lev EXISTING 1ST.FLOOR: 1,779.6 SF `� EXISTING 2ND.FLOOR: 608.9 SF �\��g TOTAL: 2,388.5 EXISTING: AREA LOT COVERAGE: M H �nlo/ N W 1ST.FLOOR DEMO: -269.2 SF HOUSE: 1.779.6 SF Design Services SOUTH LANDING: 28.0 SF 2ND• TOTOAL DEMO: -8778.1 SF SOUTH PORCH: 17.2 SF 1ST.FLOOR ADDITION: 661.5 SF NORTH PORCH: 28.0 SF www.mchdesignservices.com 1011 IIE11 [] NEW 2ND.FLOOR: 906.2 SF OUTDOOR SHOWER: 46.0 SF phone: DETATCHED DECK: 288.8 SF ' mom � � � a � (631)298-2250 TOTAL GFA: 3,687.0 SF BULKHEAD DECK 129.2 SF email: I ® ACCESSORY BUILDING: 395.7 SF michael@mchdesignservices.com DETATCHED GARAGE: 490.0 SF PROPOSED TOTAL: 3,202.5 SF 10.5% STORMWATER MANAGEMENT DETAILS TO DEMOLISH: AREA LOT COVERAGE: - - �- - - - - - - - - SOUTH SUNROOM: -263.3 SF LOCATION: SF AREA: 100%RUNOFF AT DRYWELL DRYWELL SOUTH LANDING: -28.0 SF 2 RAIN PER HOUR PROVIDE: CAPACITY: HOUSE ROOF 3.000 SF 501 CF (2)8'dia.,6'deep 507 CF NORTH PORCH: -28.0 SF TOTAL: -319.3 SF -1.1 % `a PROPOSED: AREA LOT COVERAGE: OGEE GUTTER-STANDARD 5" �y O NOTES: RE-BUILD SOUTH SUNROOM: 355.2 SF 1 N 1).EXECUTION: N.W.ADDITION: 300.3 SF ❑ A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. SOUTH LANDING: 28.0 SF 2).PREPARATION: Q /Lil A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. NORTH PORCH: 41$.2 SF B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ® ® ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR TOTAL: 1,098.7 SF 3.6% METALS WITH PROTECTIVE BACKING PAINT. 3.INSTALLATION: ).PERFORM t ^ A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. COMBINED TOTAL: 3,981 SF 13.0% `/ ' EXISTING 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2). METAL LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. EXCAVATE.• FILL: B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT EXIST/MATED SO/Z.- /�S CY SO CY CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL O CONNECTION WATERTIGHT. DRY WELLS TO BE 10' MIN. 4).PROTECTION: METES AND BOUNDS: SURVEYOR: KEN WOYCHUK AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. MARCH 29,2024 B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL OCOMPLETION. ELEVATION O c REFRENCE: NAVD 1988 e o o c SCTM: 1000-126-11-3.1 \ \ OK W 18,-0"MAX. C.to C. / �+ z GRADE - W A Q W1.4 1 IF - < Z r� � ( _� �k f � �` � yr � � 6 MIN. rr'1 I � w \ (� °� ��° � \ 342.931 W Ix- Q SILT FENCE PERSPECTIVE VIEW W 0 r ` 11 - - - - - --- SILT FENCE 21 Q V a F-sILT FENCE I-I \ N I DW 1 ° O \, \ / EXISTING WOOD WA z` I O - � �_. 36" MINIMUM 2 x 2 � \ � EXISTING CONVENTIONAL S FENCE POST (/�\ ,y ` \ PROPOSED OUTSIDE SEPTIC SYSTEM SYSTEM l , PROPOSED EW To, REMOVED AND O `V/ EXISTING \ 2ND.FLEW STAIRS TO BASEMENT PROPOSED NEW 2ND.FLOOR .Io O FLAG POLE ` D.BALCONY TOP (EXISTING TO BE DEMOILISHED) REPLACED WITH I/A SEPTI WOVEN WIRE FENCE �J �� ti�1&��F� \ EXISTING SUNROOM AIIDITIORY I COI/ 1 / ' ` \ 6 x 6 - 10/ 10 WWF PROPOSED NEW COVERED PORCH O, tics R DECK - /7 / /, '' - , / ( TOP SOIL EXISTING FILTER CLOTH +� \ Nl I \ / �. ADp\CEO O BLUESTONE i� / ` N \� i/ /J/ DRIVEWAY S /� CONC. 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A DRAWN BY: MH 10/14/2024 PROPOSED FOUNDATION PLAN OF NE;V 5, SCALE: 1/4" V DEE C-1 -0" ,. t SCALE: SEE PLAN 0 n 0i. uj t-P SHEET NO: AR�FESS NPR Am� 6, i L M C H Design Services www.mchdesignservices.com phone: (631)298-2250 o„o o O email: michael@mchdesignservices.com 0 PROPOSED O.D.STAIR EXISTING TO BASEMENT BATH No. 1 A 21'-211 81_011 6'-311 91-911 51 _211 71_411 11 REPLACE HEADER w!2-9-1/2 ML EXISTING O.D. SHOWER CX24 1,4 EGRESS A21 �p _ - — - — - - — - _ - - (3)1-3/4X14 ML FLUSH (3)1-3/4X14 N - 2-2X10HDR ' 2-2X10 ••^� 2-2X8 REPLACE EXISTING HEADER w/—a 5-1/4X5.1/41.8e0; ( S ) i (2)11-1/4 ML w/1/4 FLITCH PLATE PROPOSED �O PARALLAM \� �> FLOOR AB COLUMN o L HALF BAT o o -----�2Z2XSHDR ------------- r ,011 6'- N NI V c: ________ ________ ________ o o 0 0 1 , v M , o d Lu ® `° =4 ' - ' EXISTING o BEDROOM No. 2 - ' EXISTING SUNROOM — O TO BE DEMOLISHED p - BEDROOM No. 1 (ALTERATIONS) 0 _ ; �;.----� EXISTING 0 zxs CJ 16"oc o z LND . M. EXISTING __^ _ 2X6 CJ (@16"0c i — [V IW BATH No: 2 w r X ; I w (ALTO ) PAD OUT EXISTING WALL ', = p I - N i; i r �� TO MATCH 2X6 EXTERIOR _j � V r-- N 1 DBL 1-3 X 14 ML 16"oc --� ,� , ,I FRONT HALL C1 x ^ D U B TAPEI TO 7 1/4"(UNDER DECK ABOVE) .> ¢ 'L N I ^ B 3 ` ' A m uj z P4 r " HSS 3-1/2 -1/2X1/4 `� 1 1 M , . O i, I 4-1-3/4X14 ML w/3-5/8 STEEL FLITCH PLATE FLUSH BEAM STEE OLUMN I; I ALTERNATIVE:W12X58 - - -====-= 1 ' 2-14 ML w/1/2"STEEL FLUSH ^ -------1� HSS 3-1/2X3-1/2X1/4 1 1 1 1 I - 'On / 4,-�„ PL 1 ,I I 1 I I I I 5.11 IR I 1 1 I I ' ' ..(� 6X6 ACQ POST - e� STEEL COLUMN ' ' ' ' ' ' OT L RI :9'' .7s ' ' u 3-1/2X5 1/41.8e I 1 1 I I I 1 I 1 1 - WRAPPED(TYP) \ -------------- --"'----------- � -------------- 1 1 1 I 1 I I I 1 1 11 � , ER EIG T10 7.3 5" " PARALLAM OO COLUMN TREAD DE I H: 9. 0" 1 I I P N p 1 I 1 1 I 1 UM ER F RISERS:'5 1 I I I 'y I I I I I 1 I I I H M N = ao,, SUN ROOM I y I PROPOSED PORCH W I N ,�, RECONSTRUCT EXISTING SUNROOM 4'-1111 4'-11" 4'-11" '`, OPEN STAI OPEN RAILING r IPE DECKING � ' ' ' ' EXISTING FOUNDATION TO BE DEMOLISHED I I 3'h RAILING 1 1 AND REPLACED WITH A MONOLITHIC XI I X I 1 1 1 N I FOUNDATION.SUNROOM TO BE ENLARGED 'I 0 w 3 ANDI'WEST.WITH ''III iII �C M '; e cp � I (rN 0 NEW DECK OVER EXPANDED SUNROOM o CENTER PROPOSEDl `STRUCTURE EXISTING OPENINGS TO REMAIN lIr III 1II O Aw ENTRY ZX w I r r fi � N � 1 1 �1 -+9 � I1 1 1 1 I , I - it , 31_1" 51_51 1, �.4 ¢ I I 4'-011 ""' I 1 1 I 1 I I 1 F V oo Q I I 3 0 Lu — — — — — 2'-0' 4'-0' r h+i a z EXISTING LIVING ROOM I I PANTRY ___________Q__ 110 — I I 1 1 uj wce - - - - - ' a_ � n I ( --- ------91-3" `_" w r — ,I I 2x8 CJ C�16"oc I I _ _ _ �. J I REPLACE HEADER - :^,-- _-4�till,� �" ' � \ w/2-9-1/2ML ;;;;� I N X ' In �r � q (2)2X8 HDR I REPLACE EX.HDR REPLACE EX.HDR w/(2)2X10 w/(2)2X10 (2)1-3/4X14 ML w!1/2"STEEL FLUSH �O - _ - _ - —- _ - — - — - (2)1-3/4X14 Mi W/1/2"STEEL FLUSH _ - 2-2X8 O "" I 13'-0" HSS 3X3X1/4 1 STEEL COLUMN ; r ---------- w i I ol ' COVERED PORCH °I EXISTING KITCHEN --___� NEW(REPLACE EXISTING) I m m PROTECT CABINET AND O N' APPLIANCES PRIOR AND Ih I 7 DURING CONSTRUCTION 2X6 CJ (d16"OC I ' - = -"---`- 2-2X8 10 - "' EXISTING COVERED I PORCH O u O I I I :I -'----� -----'- --------._...._._-.._. 91_011 11 6'-1111 11 I I 000 7 1 I 9'-8" 71_711 PROJECT NORTH S N A �. DRAWN BY: MH 1 � 0f NEW Y S. DEq� 10/14/2024 PROPOSED 1ST. FLOOR PLAN 0.`. . g� SCALE: 1/4" = V-0" , - W SCALE: SEE PLAN 0 SHEET NO: i IL -- ,. M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com 0 PROPOSED O.D.STAIR EXISTING TO BASEMENT BATH No. 1 A .. 21'-211 81_Ot' 6'-31I 9t77 `t 5'-211 71-All It REPLACE HEADER 7 w/2-9-1/2 ML EXISTING O.D. SHOWER D CX24 EGRESS A21 �D (3)11/714 ML FLUSH • (3)1-3/4X14 L SH - - - 2-2X10 HDR ' 2-2X10 •^• 2-778 REPLACE EXISTING HEADER w/—to 5-1/4X5-1/4 1.8e ' (2)11-1/4 ML w/1/4 FLITCH PLATE PROPOSED �p PARALLAM ; i Vol FLOOR AB COLUMN p 1 w L- I Ce p c v' HALF BAT o I O _C212X8HDR v � O------= ��1'_ __ ____ __ ',�" 6'- N N F, �* -------- -------- -------- a y r { Q H o o [) ----- -------- -------- Ir - w 2,4, 1 EXISTING SUNROOM d EXISTING o BEDROOM No. 2 I,1 TO BE DEMOLISHED w BEDROOM No. 1 0 (ALTERATIONS) Oe B D o _ EXISTING ■ 2X8 c 1 ^ C o z LND RM. EXISTING I 2X6 CJ n16"OC ■, 1 W BATH No" 2 ;; c . d ,1 W I _ X ; I `* w -.. (AL / ) ;; PAD OUT EXISTINC WALL , = p N ; I 1 u TO MATCH 2X6 EXTERIOR ' It V N I DBL 1-3/4 X 14 ML 16"OC -- o B TAPE TO 7-1/4"(UNDER DECK ABOVE) f �° M` ; „ FRONT HALL N I ^ B ! _ ' U c- (.Ij■1 I� I I �' ,,� ' e O HSS 3-1/2 1/2X1/4 N ` i i M i " I 4-1-3/4X14 ML w/3-5/8"STEEL FLITCH PLATE FLUSH BEAM STEE OLUMN !y ------- ^ 1^�I 1� . ALTERNATIVE:W12 - - ---■ l ' 2-14 ML w/1<2"STEEL FLUSH ------- r+a HSS 3 1/2X3 1/2X1/4 ' 10'fi" - - • i„ I " f7:::::4::O:" PL 1 I I I I I I I sr IR I I I I I ' M 6X6 ACQ POST ly STEEL COLUMN ' ' ' ' ' ' OT L RI :9'' 75 ,I 3-1/2X5-1/4 1.8e I I I 1 I I I I I 1 I PARALLAM QQ WRAPPED(TYP) -------------- ------------- W T RU :10i 6.D I I I I 11 ',,,• r ER,EIG T: 7.3 5" I EAD DE I H: 9.0 0" I 1 , COLUMN C,`e I I y�'{ 1 I I 1 , M I ER 'F RI I RS:I 5 I I I H I ,_ , L y, _, P PROPOSED PORCH I m W I 1 1 1 w �`% SUN ROOM '�- OPEN STAI IPE DECKING N O I 1 1 1 X �p RECONSTRUCT EXISTING SUNROOM I tl 1 11 t Il ,�■ OPEN RAILING r r, ( I , Q M 11 n I I I N 4-11 4-11 '4-1 l 11 Th RAILING I PP I EXISTING FOUNDATION TO BE DEMOLISHED I [�] J AND REPLACED WITH A MONOLITHIC 1 I I N r , E.3' ' FOUNDATION.EXISTING OM TO BE ENLARGED I I X X 0 1, I 3'SOUTH OF EXISTING ANOI'WEST,WITH ( i 11 �■ e V r 5 I I 1 I ;1 NEW DECK OVER EXPANDED SUNROOM ";1 �o ° CENTER HALL PROPOSED Q �T� z I 1 1 1 II 1 I 'I I J ' ,• ^ N ENTRY m X . 1 I O O t,a STRUCTURE EXISTING OPENINGS TO REMAIN I I I I �` I 1 I 1 _ _ _ _ _ .� I I I I C 11 1 I I I +]L ■ ' ' 1 1 I I I I 1 I n'' 1 I 1 1 1 11 I II 1 Il 1 O � 1 1 1 1 I 1 I I I I I , 1 I I 1/ '- I 4-8 " 3 -1 5-5 rn I ' 4'-0" I I I I I i ^ �0 4 I I 1 I I I I 1 1 P le �' — "•' 1 1 1 1 I I I 1 11 I I I 1 11 11 0 I I I I 1 I I I I 5 I I I 11 — —4''-0 - - ' n I I I P o OO wi — — — — — 2'-0". 4'-0" P • f� = o z EXISTING LIVING ROOM ; PANTRY ___________Q___ I 00 __ cV NI L — — — — —.— —..— — —. — .1 W ' Ce 0 w I I .4'-0" , -- ------91_311 = W • _ ...�.r a III 2X8 CJ P,16"OC ( 1 I I ' o REPLACE HEADER F U H I w/2-9-1/2 ML ; I X • N I(2)2X8 HDR REPLACE EX.HDR REPLACE EX.HDR w/(2)2X10 w/(2)2X10 (2)1-3/4X14 ML w/1/2"STEEL FLUSH (2)1-3/4X14Mi.iv/1/2"STEEL FLUSH 2-2X8 � �O . _ . - - - - -- - - - ,.1 l: IHSS 3X3X1/41!,: 131_0II r- ; STEEL COLUMN; r ce ' COVERED PORCH ° - cui EXISTING KITCHEN --=__� NEW(REPLACE EXISTING) PROTECT CABINET AND O xx O APPLIANCES PRIOR AND Clh I DURING CONSTRUCTION 2X6 CJ P16"OC r I I , _ 2-2X8 %0 I , EXISTING I COVERED PORCH O O 000 9t_0TI II 6'-lilt Il I I 7 1 I 9'-81I 71-7 PROJECT NORTH 5 N A DRAWN BY: MH PROPOSED 1ST. FLOOR PLAN OF NEW y 10/14/2024 SCALE: 1/4" = 1'-0" -0 * SCALE: SEE PLAN r w SHEET NO: �aiEss N� i 4 - U M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com A 47'-01/2" lo 7'-61/4" 321-011 T-61/4n 61-83/411 91-31/4t1 9'-31/411 6'-83/4" i % % i % i 23 LR � � AR351 � � 23 LR R :� VINYL JAMB LINERS ;� R (3)1-3/4X9-1/2 ML ' (3)1-3/4X9-1/2 ML i STORAGE ; 0 i 36"X60 n �, SHOWER w ATTIC d. 00 5-0 T-61/4" 12'-61/2" ol 5'-1" u\i 12'-61/z" ^ i r , , d. V '- 4z„ BATH ---------------- 1--- N PROPOSED OFFICE �:,, N BEDROOMLu s-o^ 0 No. 3 x .M. / N 14'-03/a" 6'-011 2 4° -61/4 � w1 N W M M ll l � B / \ N N cz 5-1/4X5-1/4 , M ].Be PARALLAM i 1 O Lu> . - - - - - - - R WLti i, / / �y O (3)11-7/8 ML FLUSH BEAM /i — —4-0"— — ' ' w m (3)2X8 1 1 I I I 1 I 1 1 I 1 I 1 > _ N 1 I 1 1 I I 1 1 1 I 1 I I O NH\ 5-1/4X5-1/4 -N 1 I 1 1 1 1 I 1 1 1 1 I 1 Q N In 1.8e PARALLAM 1 1 1 I 1 I I I I 1 1 I I N N I 1 I 1 1 I I 1 I I N 1 (N DN 1 I 1 1 1 1 1 1 1 1 I I N ONN O M 4 I I I I I 1 1 I I 1 1 1 !3 M -J 1 I 1 I 1 I I I 1 1 I I I 4 ' :E; I I 1 1 I I 1 1 I I 1 1 1 N w o, RAILING x a PROPOSED W M BALCONY N W H 5/4X4 IPE DECKING Rw O f^ w O Z T-61/4" o PROPOSED LOFT U a o O ATTIC ACCESS TO BE P W 71-61/411 N ZD VERIFIED IN FIELD 51.0" a O 5-1/4X5-1/4 00 X i M 1.8e PARAL M �' ' - 81-011 51�" d. MECHANICALS / STORAGE o STORAGE -1 ^� (3)2X8 (3)2X8 CX2P15 L/DBI-2�\X6 X21315 XDBL CX2p,5 LR CX25 LR � � 2X6 � 01 10'-11/2" 17'-101/:" 4'-011 7'-61/4" 32'-0" 7'-61/411 47'-01/2" PROJECT NORTH S N A DRAWN BY: MH of NEiv Y DEFR�o0 10/14/2024 PROPOSED 2ND FLOOR PLAN �� SCALE: 1/4" = 1'-0'1 2� ,: �' SCALE: SEE PLAN FESS NPR, SHEET NO: i i. M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com r' A S ♦ .rt .J-L♦ \ ♦ .rt .Jl♦ V ...... . JL I •----------------- --ill f--Y------------------------------y.-T •-y---------J.-T -- ------------------------------y.- llh. ......--------'--T ll ,1 1 ,11 Y 1 Y 1 1 1 r rl 1 ,I ,1 Y ,1 Y 1 1 I Y 1 11 1 ll ,1 1 11 l r I Y 1 1 r l j1 1 11 � 1 1 '1 r �1 1 1 1 1 V 12 II 11 Y � t Q11 1 l �. 1 1 , r OC ��---------- II 12 1 11 C♦ , ' , ' l ' 1 1 1 I 1 1 11 �♦ I , r _r=-f00 Inc i i i 11 ZD ��° + 1 °� °° r�v 12 �I w 1 N LI.1 ; `rzz-r- b i 1 r 11 1 3 1 LhL- 1 r r-'1 ' ' I 12 1 1 1 A , ', J I I 1 (`�Sv 4---------------- ----=��------------------ •1 ♦ `♦ coi I 1 R B II ------------- ------ III L U F-'----• , -----------• Ind , W �1 ,11 r l eeeee==�'� q oovoo=' 1 1 II j e ¢Q+ I" 1 +'----------------a 4.T----a,-------T- -`-`-------.-...............-........ ...-----------------a 11 0 i-------------- --. -1-- LU ......1-.................-...----------------- ------------- ------ 11 W A II � - II Q ' H „ o r ;; � 2X8 RR(?16"OC 41 1-3/4X14 ML RIDGE 0 12 I II = 1-3/4X14 ML RIDGE I II l H 1 1 11 QJ• � 1 x rr JWy 1 2X8 RR 016"OC oC oC 1 I 11 � 1w-- O 1 I 1 � W 1�r� I 1141 l � � � ' I I 12 1 O dLa I II 8 1 ♦j I \ `\ r 11 ILI V 1 1 Ir 11 1 1 O --a 12 o V ;; •-- , o =T,� ;Ili O � X N n 1 p l 0 1 4 l 4 1 11l l II11 r 11 �� .-- 12 11 1 11 1 ' 11 r YI ,r 1 IIr 1 1 11 r 11 CO II 1 d 1 1 '� 1 11 1 All ylh r 4 �r N j1 1 I'' 1 r----------------- .ill r--�� F- ----D---- ilxlF---—-- ------ ilxlr-------�----- ...........--�"- ----- --- T_-'��-_ ------------------ �1 /j l PROJECT NORTH 5 N A por S o> E� y0 DRAWN BY: MH 10/14/2024 PROPOSED ROOF PLAN 2� '•SCALE: 1/4" = 1'-D" ARIZ) SCALE: SEE PLAN �FES51 N ! SHEET NO: i 2" 2" 1-3/4X14 O O O O 2" O O O O 2" • • • • • ML RIDGE 2• +- O O � 0 • • •• • • � � H FASTENER TYPE: SPACING: ' I Design Services No.8 WOOD-SCREW BASED ANCHOR WITH 16"OC 2In.EMBEDMENT LENGTH • O • • .• - ______ 2X8 COLLAR TIE @16"OC No.10 WOOD-SCREWS BASED 21n..EMBEDMENT LENGTH 16"OC 0 p�16"QG ?k1 p RR 1141n.dla.LAGSCREW 2X�0R @/6" C' www.mchdesignservices.com BASED ANCHOR WITH 16,OC 2In.EMBEDMENT LENGTH _ _ _ _ _ _ phone: 0 0 2X8 CJ @16"OC 1 ,,4"APAPLYWOOD 2X10 CJ @16"OC (631)298-2250 SHEATHING 1/2•APA RATED SHEATHING GRADE PLYWOOD (ALTERNATIVIVE:7/16"O.S.B.) • • •• • • michael@mchdesignservices.com Q 1/2"APA RATED SHEATHING GRADE PLYWOOD • O (ALTERNATIVIVE:7/16"O.S.B.) 00 FASTENER TYPE: SPACING: 2X4 DF#2 No.8 WOOD-SCREW STUDS BASED ANCHOR WITH 10"oc 0 WINDOW SILL tin.EMBEDMENT LENGTH TYPICAL WINDOW OPENING No.to WOOD-SCREWS (2)1-3/4X14 ML BASED ANCHOR WITH 12"OC W/1/2"STEEL PANEL SPAN EQUAL OR SMALLER 211.EMBEDMENT LENGTH (2)14"ML THAN 4 FEET 1/4in.dia.IAGSCREW 3/4"SUBFLOOR EXISTING BASED ANCHOR WITH 16"OC Q Q 21n.EMBEDMENT LENGTH • • 14"TJI 110 FJ @16"OC 14"T11 110 FJ @16"OC TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET 2MULTIPLE-2X4DF#2S )P= STUDS CONNECTED FASTENER TYPE: SPACING: BLOCKING BETWEEN JOIST 2-2X4 DF#2 SKIDS CONNECTED AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW UNDER BEARING WALL THAN 6 FEET ORGALVINIZED BOLTS W/WASHERS SANCHOORWITH B Dc AND NUTS @ 2'-W O.C. BASED ED LENGTH TYPICAL MULTIPLE OPENINGS No.ID ANCHOR WIT A H BASED ANCHOR WTH 9'OC PANEL SPAN GREATER THAN 6 FEET 2In.EMBEDMENT LENGTH AND E UAL OR SMALLER 1/41n.dla.LAGSCREW Q BASED ANCHOR WITH 16"OC THAN 8 FEET 21n.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 11 AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 0 El /1 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL 1 3/4"SUBFLOOR CON5TRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 2X6 16"OC DBL 2X6 16"OC 2X6 @WOC CUT BACK EX JOISTS AS REQ. SISTER 2X6 TO EX.-JOISTS TO BE 12"OC EXISTING ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. (3)9-1/2 (3)9-1/2 ML w/ (3)9-1/2 (3)9-1/2 a,, BUILT UP SILL HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. � ML (2)1/2"STEEL ML ML OVER NEW WALL MATCH EX.SILL HEIGHT ;E AS SHOWN EXISTING O SILL TO INSTALL OVER + EXISTING TERMITE SHIELD AND 6•SILL SEAL. DUTCH WALL � .� . • • Generated by REScheck""V"leb Software - +'° LALLY LALLY 6� p� :d COLUMN COLUMN Compliance Certificate 10"PC WALL �6` LALLY +I DAMPPROOF ;� COLUMN a:, O W .� • Project 6760 PECONIC BAY BLVD. `dti U GENERAL: a 4"SLAB W .. .: O Energy Code: Laurel, IECC P r•, • •,P'A ,P r•,P•A . •,d r d s• . . .. . . .. . . .. . SIDING TO MATCH EXIST. r ' Location: Laurel, New York e'a•'.% e' • % ''ti s'p••.• s'p• % ♦'p• • n• Construction Type: Single-family w/ 15#FELT UNDERLAMENT 24"XI2"FTG 24"X24"XI2" 30"X30"XI2"FTG 24"X24"X12" 24'X24"X12" ^ Project Type: Addition OR EQUAL. (3)#4 BAR FTG(TYP) (4)#4 BAR E.W. FTG(TYP) FTG(TYP) Climate Zone: 4 (5331 HDD)Permit Date: 1/2" SHEATHING OVER Hal Permit Permit Number: 2X4 STUDWALL (TYPICAL) Z All Electric false 1/2" SHEETROCK AT WALLS A PROPOSED CROSS SECTION A W Is Renewable false AND CEILING MOISTURE- n = t_ 11 Has Charger false ( 7 12 SCALE: 1/4 — 1 0 Has Battery: false RESISTANT AT BATHS) a Has Heat Pump: false ROOFING TO MATCH EXISTING P4 WITH FELT UNDERLAYMENT Z W Z Construction Site: Owner/Agent: Designer/Contractor: 1/2" CDX SHEATHING (MIN) W Z INSTALL GUTTERS w/ DOWNSPOUTS 1-3/4X14 ML RIDGE I—� CONNECTED TO DRYWELLS TO CODE W * STRUCTURE EXPOSED THROUGHOUT ^ - CONSTRUCTION TO BE REPAIRED/ 2X10 RR @16"OIC BUILT GABLE P-I Compliance: 0.0%Batter Than Code Maximum UA: 339 Your UA: 339 Maximum SHGC: 0.40 Your SHGC: 0.30 GABLE O The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. REPLACED AS NECESSARY It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slate-on-grade tradeoffs are no longer consirlered in the UA or performance compliance path in REScheck.Each slab-on-grade 1 N n n u n n n n n n n n u n 11 11 11 11 11 n 11 n 11 1 n n n n n n n n n u n n n n 11 11 n n 11 u n n n assrmbly it the specified climate zme must mpe+ the minimum energy code insulation R-value and depth reauirements. 2X10 RR @16"OC 1 n n n n n n n n n 11 11 It n If n 11 n 11 11 n n n If , 12X10 RR @16-OC I II II 11 II II II 11 11 II 11 II 11 II II II II II II II II 11 II II , n n 1 1 I II 1 n n n n n n n 11 n n n 11 n n 11 , 1 1 ' 1 11 11 11 11 , 2X10 CJ @ 6 OC 1ST.FLOOR:Flat Ceiling or Scissor Truss 631 21.0 0.0 0.047 0.026 30 16 FLUSH BEAM Q 2ND.FLOOR:Flat Ceiling or Scissor Truss 906 35.0 0.0 0.032 0.026 29 24 1ST.FLOOR:Wood Frame,16"o.c. 968 20.0 0.0 0.059 0.060 44 45 Door:Solid Door(under 50%glazing) 42 0.280 0.320 12 13 SIDELIGHT:Wood Frame 27 0.310 0.320 8 9 SHGC:0.22 Th RAILING DBL HUNG:Wood Frame 78 0.300 0.320 23 25 SHGC:0.31 5/4 DECKING OVER 2X ACQ SLEEPERS CSMT/AWN:Wood Frame OVER EPDM,FLASHED,3/4"EXTERIOR SHGC:0.31 74 0.290 0.320 21 24 T&G SHTG.,TAPERED JOISTS,1/4'PITCH GUTTER AT END,DRAIN TO OUTSIDE ML 2ND FLOOR:Wood Frame,16"o.c. 1,269 20.0 0.0 0.059 0.060 58 59 DOWNSPOUT C. 3 4"SUBFLOOR 2X8 SLDG 0 DBL 14 0 6 Glass Door(over 50%glazing) 81 0.300 0.320 24 26 2X8 RR @`6 DBL 14"ML RR @16�C "(9-1/2"min.)ML(VIF) ---- DEL HUNG:Wood Frame SMIN.7" Rif -16"OC TAPER AND CUT AS RE 2X6 J 16 SHGC:0.31 36 0.300 0.320 11 12 DROP WALL PLATE DOWN 14"TJ1110 @16"OC DBL 14"ML 14"TJII10 @16'OC AS NEEDED FOR JOISTS AT (3)2X8 Project Title:6760 PECONIC BAY BLVD. Report date: 08/22/24 DECK FRAMING LOCATION GIRDER 1 r Data filename: Page 1 of 2 1 1 1 I 1 I 1 1 6X6 ACQ POST WRAPPED w/ IX VINYL TRIM JLJ LA L� L_A L-11 L-1 1 1 1 1 1 1 1 1 1 1 1 1 3 3/4'SUBFLOOR 3/4"SUBFLOOR 3 5 4 DECKING DBL 2X8 F1 @t6^OC 5 4 DECKING 1114, I I/4 1114 Ito Iva v4 I In 1114 I 1/4 (2)GIRDER Q X6 AC 16"O e, EXISTING 2X6 FJ 16"OC 2X6 FJ @16"OC s, 2X6 AC 16"OC ' (2)2X8 ACQ GIRDER SINKBUILT UP ACQ UILT UP ACQ .0 " EXISTING EXI ING gX16 BILK + ' 12"dig o• �°v V. Av. '• TERMITE SHIELD, SILL PLATES OVER D.IU. W.M. I3" O •w. 1PIER d+ PIER d. PIER •P O B TH SHO ER F,A,I, 1 •� SILL SEAL TERMITE SHIELD, M . r ,p• SILL SEAL ; . . DRAWN BY: MH P ♦ A d • P 2 IG.O, 1114 3 2 3 I I/4 1 I/4 — - - — vi s'°' • • ^ �' •eti s•w - 3 2 �c,o, 24"X24"XI2" :d a:• o 24"X24"X12" CONC.FTG `bti i E 3 10/14/2024 NEW DUTCH n; 6: P DE ti �� FRS 4 WALL �� •� Os _ a:, e a�., SCALE: SEE PLAN T�---� cc ULJ TO APROVED w'4 W SLOPEII 1/4II PEi, FOOT FITCH TO 1)PAIN 4"G.I. SEPTIC SYSTEM �� TRAP HOUSE •. • •. • •. • •• • •. • •. • •. e CROSS SECTION B P ••d °� �� SHEET NO 712 SCALE: 1/4" = 1'-0" 24"X12"CONC.FTCI R�FESS► NP PLUMBING SCHEMATIC (3)#4 CONT.BAR SCALE: NOT TO SCALE I WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS L , USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. ~ M C H Design Services KING STUDS ° RAFTER WALL STUD www.mchdesi.qnservices.com ENDWALL CRIPPLE STUD phone: • oo BOTTOM PLATE (631)298-2250 p RIDGE LEDGER BATHTUB HEADER • DOUBLE JOIST email: michael@mchdesignservices.com SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBERI DESCRIPTION APPLICATION ILOCATION JUSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. AD'S5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC WALL STUD THROUGH—ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP' CRICKET AT TOP—SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN VENTILATION SIDEWALL FLASHING WOOD JOIST t ^ FOUNDATION - TOP PLATE BLOCKING v • FINISH WALL AND MOISTURE > 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW DOOR OPENING JACK STUDS AT WALL MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA / BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER O �,' THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED VENT 4" — 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" — 14" LSTA30 1-1/4%30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS ACTION 4" — 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" — 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" — 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL '� ' LIJ z L �, ROOFING LAPS BASE FLASHING 4 INCHES A �-+ RAFTER h BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME 1� EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING aM / SIDES 4 INCHES AND LAPS NAILED TO SHEATHING Pq W SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT Z WOOD JOIST 111-4 —► TOP PLATE ,,/ GIRDER/HEADER � � H W W1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC SIDE WALL FLASHING WOOD JOIST Z �D AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS A V 1.4 AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION ^w-- �" — 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTURED h+-1 KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RIDGE VENT FOLDS ON ALL OPENINGS CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. O RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE MSTA48 1-1 4"x48" 16 a. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS / 9 CONNECT OVER OF ROOF ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD I r SUB FLOOR SILL GASKET WOOD JOISTS r � TYP. CONC. FOUNDATION ^ CONC. SLAB GAOSKETNE �% 2x6 /2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR 6 MIL. POLY r Vs I BOLTED TO STEEL BEAM WITH GRANULAR FILL \•Q � 1/2 " DIA. BOLTS ® 48" o.c. STAG. �. 6MIL POLY ON EXTERIOR 'v � . � ° V ^ STEEL COLUMN \ p, i � c ° \ ROOF JACK �� 4 . �� STEEL BEAM CONC. SLAB ' '� - ° ` e ^ o \. ANCHOR 3OLT EMBEDMENT: I 1 �. '� I ` I TOP AND"BOTTOM TPLATE v EEL COMPACT FILL ° r BOLOC K WALURED L: 15" / n ROOFING LAPS KEYWAY FOOTING c V 4 ° FLASHING AT .` WITH 1/2" x 6" ANCHOR BOLT ' �e e �� CONC. FTG. •p Q•p G t USE WITH 3x3 SQUARE WASHERS 1/2" GROUT SIDES AND TOP AAIE" ^ ; O ANCHOR BOLT CONNECTION (USP LB PS58 OR B P583) ` . �� O -' p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT 3" STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS I r ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24%24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION SLAB—ON—GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL SUBFLOOR CONC. SLAB I DOOR FRAME 6X6 10/10 WWM GARAGE JOIST COMPACT FILL , �{ o-_ DOOR I USE 2X8 STEEL BEAM ,- FOR BLOCKOUT 4" SLAB P.T. PLATE I W/ 6X6 WMIM 1 ° I SLOPE 4 DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 1/2" AIRS ACE " (WITH A NAILING PLATE IF NEEDED) % 4' AT END AND �• " .14 ° e °" e ° TO BE APROX. 1/2" OR HIGHER THAN DRAWN BY: MH ES OF WOOD ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE _ GRADE rC�ZQ BEAMS ' (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) ^4'.4 d 4 a 10/14/2024 6X6 W.W.M. • e — — e — — �•s — ` e —ail d MIN. ° ,e'D v D ,n `p �'D n•r ° �`NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM 1 • p O °�^ �D I —SUB FLOOR •� GI • ° REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF B EAIV �— D ° e I I—I I • D REINFORCING BAR e , _ 1 a O°•e•c �D . GIST -�--- SCALE: SEE PLAN 1= STEEL B EAM Y DRAIN TILE I� ►I d x, O e O e ` F OF NEii 12" •° d e SHEET METAL / 30# FELT UNDER BEAM AT POINT I� L• n a e � DE � OF CONTACT WITH CONCRETE OR CONC. BLOCK Iii_iii_iTumr- II� ,' F 0 _ PLATE (BOLT T ti Ir �� TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH 2 ,, 3„ SHIMS TO LEVEL BEAM 4 ( ) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. c•° '� ly SHEET N O° REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. n w 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET IE SSI P I CODE: 2020 IRC, 2020 NYS UNIFORM CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE GROUNC WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN FLOOD LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDSWIND II „ MODERATE SLIGHT TO — 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE -USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. M n H SOIL COMPACTION: L 4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# Design Services KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4"DIA. MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 -mchdesignservices.com RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE phone: FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. (631)298-2250 LEDGER m chael@mchdesignservices.com RIDGE HEADER DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. Z All fasteners, hangers and anchors to be galvinized or stainless steel. RAFTER JACK STUDS `.Mo 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft. below grade. STAIR RAILING LOCATION USP NUMBERI DESCRIPTION I APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"xl2"20ga.STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. ROOF I LSTA24 1-1/4"x24"20ga. STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 l8ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers 1 1/2"SPACE and nuts at 16"o.c. MINIMUM 6).Concrete piers shall be a minimum 6"above grade. HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored 1 11 to girder(s). RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal ( ^ POST for any contact with ACQ. �+ l TOP PLATE TOP PLATE BALUSTERS WALL STUD RIM/DECK JOIST o HANDRAIL NOTES: O OPEN BALUSTER ATTACHED TO WALL WALL STUD o All required handrails shall be of one of the following types or provided equivalent graspability. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type 1. Handrails with circular cross section shall have an RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. If the handrail is not circular it shall have a CONNECT TO RAFTER/PLAT RAFTER TO PLATE RTl5 TYDOWN ANCHOR POST-TO-DECK CONNECTION perimeter dimension of at least 4 inches and not greater EACH RAFTER SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN 4"-6" RAFTER RT10 10-3/4"x 18 a.TYDOWN ANCHOR g than 6-1/4 inches with a maximum cross section of CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. r , PROVIDE AN EQUIVALENT GRIPPING SURFACE CONNECT TO PLATES TO EACH STUD 8"-12"RAFTER RT20 21 1/8"x 20ga.TYDOWN ANCHOR ' r v EACH RAFTER 2).Type 11. Handrails with a perimeter greater than 6-1/4 w IP4 inches shall provide graspable finger recess area on both Z O sides of the profile.The finger recess shall begin with a 4'MAX. distance of 3/4 inch measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 a 4 DIA.MAXIMUM inch within 7/8 inch below the widest portion of the GIRDER/HEADER profile.The required depth shall continue for at least 3/8 w inch to a level that is not less than 1-3/4 inches below the V J �j tallest portion of the profile.The minimum width of the �q F—+ GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a ° maximum of 2-3/4 inches. Edges shall have a minimum Z o ° radius of 0.01 inches. �•i•l) Pq JOIST POST/COLUMN ° ° r , 4 :o o z W I0-4 F :) m POST/COLUMN NAILING SCHEDULE W Z J GIRDER/HEADER R OF SHEATHING: Q NAIL < O a POST-TO-GIRDER/HEADER CONNECTION JOINT DESCRIPTION QN SPACING NOTES � a STRUCTURAL PANEL 8d AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATION WFCM-SBC z CD DECWPOItCH RAILING SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN 91.4 LOCATION USP NUMBER DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: NAIL 0 � JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOI HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION QTY SPACING NOTES RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMO RAFTER CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL ^� TO TOP PLATE 10'WALL:4-8d COMMOP I JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE o ., , STU PARALLEL RAFTER WFCM-SBC LAP NAIL r BEARING PLATE GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE �...J :- OVER PARTITION WFCM-SBC LAP NAIL o � ,:� =="' 0 COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC END NAIL ° WOOD JOIST ;:: �; :";; .; BLOCKING EACH TOE TO RAFTER 2 -8d COMMON END NAIL ,��••• ` �w" RIM BOARD EACH END R LEDGER ) I I yam,:`' ' `• 2-16d COMMON o GIRDER/HEADER I ;rf�i CONCRETE PIER TO RAFTER END NAIL WOOD JOIST I ' WOOD JOIST 'SS -a' a =a===aa --:1. •_ - =� ; WALL FRAMING: •- { NAIL JOINT DESCRIPTION QTY SPACING NOTES '�... .• '. . . FLUSH JOISTS WITH HEADER/GIRDER -1 DOUBLE 2x TOP PLATE TO t----=::� 2-16d COMMOD I PER FACE NAIL (MINIMUM) TOP PLATE FOOT CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION 1 TOP PLATES AT JOINTS FACE LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA.BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I OR BEAM INTERSECTIONS 4-16d COMMO EA. SIDE NAIL 1F ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS I LOCATION USP NUMBER DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. ROD I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHORI APPLY TO EACH PIEF STUD TO 24" FACE REQUIRED•-•••••;••••:;:,•I I STUD 2-16d COMMO O.C. NAIL FOR STU '•,.• "' (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE t'rE" HEADER H HEADER O.C. 16d COMMON ALONG EDGES NAIL FLASHING TUCKED UNDER I TOP OR BOTTOM 2-16d COMMOt I PER 2x4 STUD END TOP PIECE OF SIDING AND PLATE TO STUD 3-16d COMMOP I PER 2x6 STUD NAIL LAPPED OVER FIRST CONTIN. ° BOTTOM PLATE TO: f: •-•-: THREADED ROD PIECE OF SIDING BELOW FLOOR JOIST, BAND JOIST, 2 -16d COMMO FOOTFACE NAIL 3: END JOIST OR BLOCKING 1/2" DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT CONNECTED TO BLDG. @16"OC STRINGER I•' •T �., :'_• POST DECK FRAMING: @16^ MINIMUM DRAWN BY: MH (2)THRU- S '{"'� .✓� '� �' ,t� � END DISTANCE NAIL NAIL ' w l JOINT DESCRIPTION NOTES BOLTS QTY. SPACING P644 POST a ' ` �, '" :� 0 JOIST TO: PER TOE ANCHOR "d(a. FLOOR FRAMING °a o p PIER 16"TREAD i`•• .°�."�• „ �•� T_: MINIM4'm >D• SILL,TOP PLATE OR GIRDER 4-8d COMMONJOIST NAIL 10/14/2024 2x JOISTS • ;; o ' o END P)S'I'ANCE BRIDGING EACH TOE ° :..1•• . 12"xl2"x12" .^ V TO JOIST END RADE a CONC.SLAB p a • 1:t.'+•• CONCRETE FOOTING , 2-8d COMMON $•' SCALE: SEE PLAN BLOCKING EACH E (AS REQ.) ^"'�...;, •": - "V 2 -8d COMMON BLOCKING FOR va •••" • • V " v ° ^v ` TO JOIST END NAIL JOIST HANGER ;' i ,''d DECK PIER >, F OF NEW LAG BOLTS CON BLOCKING TO- EACH T A 5, DEf O •� e G ° v CONC. a s PER PLAN 3 -16d COMMO R 'Q 0 3'—o p- o PIER HOLLOW COLUMN UPLIFT SILL OR TOP PLATE BLOCK NA �- `rp 'f � ` RIM JOIST/BD. , , SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP EACH FA Al SHEET NO: a, ° ° 4 INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG. CONNECTION TO BEAM 3-16d COMMO JOIST N 1 1 LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER PER DECK/PORCH LEDGER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM 3-8d COMMON JOIST 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST 3-16d COMMOP I PER END ROB N��" TO JOIST JOIST NAIL E551 BAND JOIST TO: 2 -16d COMMO PER TOE NAIL SILL OR TOP PLATE PER ` GE1 ERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: _ 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING the number of 10d common nails required JOINT DESCRIPTION Q-� SPACING NOTES M H When a collar tie is used in leu of a ridge strap, q CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOE-NAIL Design services TOP PLATE 10'WALL: 4-8d COMMONRAFTER TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL: 4-8d COMMONJOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES www.mchdesignservices.com State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAILUNINHABITABLE ATTICS (NO 10 EXTERIOR(LIGHT FRAME)WOOD phone: sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 (15 RAFTERS GREATER THAN 3:12 PITCH U180 (631)298-2250 1 p p NO FINISHED CEILING) OVER PARTITION WFCM - SBC LAP NAIL email: 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: HABITABLE ATTICS AND INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 p g ATTICS WITH FIXED STAIRS 30 FLOORS U360 michael@mchdesignservices.com meets current federal, state, countyand local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME) STEEL WALLS 5 g EXTERIOR BALCONIES AND DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL MASONRY WALLS (8"THICK) 80 CEILINGS (PLASTER,STUCCO) L/36o FIRE ESCAPES 40 CEILINGS (GYPSUM) U240 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE GUARDS AND HANDRAILS 200 CONCRETE WALLS (6"THICK) 85 accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5) PER 20 SQ. IN. 2000lbs EXTERIOR WALLS (PLASTER,STUCCO) H/360 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 4). The designer has not been engaged For construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) U600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor boltDESIGNED FOR EXPOSURE C specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE PATH RY ( ) p p p p g PTOP PLATE 2 - 16d COMMON' FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD O.C. NAIL Sym•: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. p g FIRE PROTECTION 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 2020 Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: Z length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA O 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended (heights of finished floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING. HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. 4 - 8dCOMMON QTY. SPACING 20 PSF 130 6 SEVERE 3 FT. MODERATE SLIGHT TO 17 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE � W 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD U 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 13 UJ Z 9 poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: O p 2 g o Where a ride is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6" O. . 8d COMMON 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/.- Inch thick. All fill to be compacted to 95 /o relative density with g 3 - 16d COMMON @ °� NOTE: 2 FOR PANEL FIELD � � A 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 A a 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL NOTES � � Z 8x16 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. W N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END •� . ..� a the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL V 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 8). Drainage as required b current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMONPER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Z W F--4 ) g q y 1 Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: W 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. Z FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. A 0 a F SHEATHING For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL g w Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. Edition Wood Framing Construction Manual. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For p.,l framing members with 0.42<G<0.49 the nails spacing shall be reduced to 3 inches o.c. Z � � below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 g p g 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: a n Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 0 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD ^� otherwise. JOINT DESCRIPTION Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. where needed. GYPSUM 6). Concrete piers shall be a minimum 6" 5d COOLERS 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD „ „ .....r Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all above grade. WALLBOARD 10„ O.C . FIELD INTERIOR ZONE 8d COMMON @ 6 O. . 8d COMMON @ 12 O.C. SEE NOTE: 3 Qopenings. LVL headers to have (3)jack studs and (2) full length studs on each side of WALL SHEATHING: openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 4'1 and GO and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM -SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 6d COMMON 3" O.C. EDGE 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10" O.C . FIELD 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. FLOOR SHEATHING: other access openings unless otherwise noted (typical). 3). if wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and laces to protect and secure the structure. Verify With the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g p P fY QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufactures recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS " O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR ) 3 .INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1" OR LESS 8d COMMON 6 12" O.C. FIELD (5.7 SQ.FT.2ND.FLOOR) 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44 SILL-AFF under all bearing walls. NOTES:� NYS Residential Code R302.11-FIREBLOCKING REQUIRED 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 1). Nailing requirements are based on wal' sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces DRAWN BY: MH over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. such as shear plates, shall be used to maintain load path. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT TESTED BY"LIFTS PROF�S ON). AGENCY FOR COMPACTION.OR TO HAVE FILL 4)flame and openings around s of combupes and ducts at ceiling and floor level,to resist th a passage of ceilings and over furnace to have 5/8"thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected P 10/14/2024 to have regular 1/2" sheetrock. All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Res�denti dIDF NEW Y 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. DEE �p,� SCALE: SEE PLAN 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or <, s approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. 7 ' 4tir w 2 SHEET NO: 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G <)16 0 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP RGFESS1 NPR AND BASES.USE WITH FLASHING CAPS TO COVER TOP A� 14