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HomeMy WebLinkAbout1000-126.-11-20 OFFICE LOCATION: ®�rg S0 MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-138 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: August 10, 2022 Re: LWRP Coastal Consistency Review for JOSEPH F. & LINDA SCIOTTO SCTM# 1000-126-11-20 The Zoning Board of Appeals issued a determination (7642) granting variances for the proposal and rendered it as consistent with the LWRP. JOSEPH F. & LINDA SCIOTTO requests a Wetland Permit for the existing 2,011sq.ft. two-story dwelling with a 400sq.ft. second floor balcony, a 7'x24' west side porch, a 3'4"x10' stoop on seaward side, an existing 6'8"x6'7" outdoor shower, and an existing 6'x7'4" Jacuzzi; remove existing garage and shed; construct a new 1,166sq.ft. two-story addition onto the landward side of existing dwelling on top of a 4" reinforced concrete foundation slab with a proposed one-story 10'x12' shed attached to landward side of addition; the existing 14'8"x15'4" front porch to be expanded an additional 8'2"'x10' to connect to new addition; and to install gutters to leaders to drywells for the addition. Located: 8380 Great Peconic Bay Boulevard, Laurel. SCTM# 1000-126- 11-20 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 proposal is INCONSISTENT with LWRP Policies. Policy 6. Protect and restore the quality and function of the Town of Southold ecosystem 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction I. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions The as-built structures were constructed without obtaining a Wetlands Permit. The landward additions are recommended as CONSISTENT. Note that the property will be most impacted by a category 4 hurricane. 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 LWRP CONSISTENCY ASSESSMENT FO=ownof A. INSTRUCTIONS 1. All applicants for permits* including Town of Southoldagencis CC for proposed actions that are subject to the Town of Southold WaterfrThis assessment is intended to supplement other information used bold 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 Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# ✓ - �� - C;L6 �po PROJECT NAME SSC O ,qtl kJ The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board ElBuildingDept. ® Board of rus es L6J 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: P Location of action: LAS,-rte L Site acreage: a 7S Present land use: ' 12E 3 r i) <-- Present zoning classification: 4 o 7>1 M -ri 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: J aster L-k -J U14" !�C Fm 1 T-0 (b) Mailing address: 'r, *--t,-Zs® 1�- c- L,'J 1„A- (c) Telephone number: Area Code ( ) E s (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No® 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 LVVRP Section III-Policies; Page 2 for evaluation criteria. ❑ �J Yes ❑ No ❑ Not Applicable 6 44 As 0 t C- 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 ❑ Yes ❑ Noof 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 RNot 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 8 through 16 for evaluation criteria ❑ Yes ❑ No — Not Applicable 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 ❑ Yes ❑ No .1 of Applicable 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. ❑ ❑ Ej,,, Yes No t Applicable 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 ❑ No Not 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-9Not Applicable 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. �� [��ot YJ] No 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 LdVRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ' 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. Not Applicable ❑ Yes EJ No PREPARED BY 65;tF-P j, Ste'e% TITLE �sV FL— DATE E RerOmns OS-1&99 R O" MATCH LINE ✓ SEESEC.N0.122 ., oaxw - • MATCH MINE 11-21N • 2 e __ z _— —__:—_- 1130-00 oil x1 N� \ b•'a FOR ML NO. h� 5 1)u'(1 �� J.IA(.) 07-0901 �• Ary SEE SEG NO. 07-1601 122-0T-0089 .y Ic)'$• w MoiF O0 RW DIT / .1-S 02 Q. M1^` 3 F \` © !� S) PARK OIST.sl1T!r 0417-02 Q' •Pn m w d 'e• ^ MATTTNCK o — w'��� Nm'.,01\1+\°°m•rM.g�•g'wa.+c'A.mM1 1,gam- a s®aF x a m� �x�R Omz•m�ax n "x41izuxcc1w4J,s�cwt'y wNtt�\._.. _\�„` A ..� r' .p9a`ntih� \� 1d'cu;p`qc6 m�^<�•`�y'..5•c�,.�^ya'��e%'°,'°er 1,. 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I .m r<S•• 1Ric*w0 1000 2+k0 P t PROPERTY MAP i _e S ReVi$IONS: SCTM#1000-126-11-20 DESCRIPTION: SQ.FT.AREA: LOT COVERAGE: EXCAVATE: FILL- PROPDITY: 30.958.3 SQ FT. P0.0PERTYWETL - -1445.850.FT. BUIL—LE PROPERTY: 29515 SQ.FT. ESTUUTEDAREAOF 1400050.FT. GROUND DISTURBANCE: E%IfTING HOUSE 19706 SF 6.3% IXISTNG NORTH PORCH: 334.8 SF 0.8% EXISTING WESTOKK: 1T4.0IF 0.6% EXISTING SOUTH STOOP. 35.45E j 1% F—ING O.D.SNOWEA 46.1 IF 02% E%.3ND.FL SOUTH earrONY —05F O.T% EXISTING PODS: 533.7 IF 1.8% EX15TWG HOT— 44.0 IF 0.3% [3330]SFI RI.1%I 1-/ O GAMGE TO REMOVE: 443.0 SF - I SHEDTOREMOVE -39.19 (483.6 SF) W PROPOSED ADDITION: 1166.1 IF 40% -y PROFOSEDNORTFIPORCH: 79.6 IF 0.3% PROPOSEDATTACHEDSHED: 130.0 IF 0.4% z PS.,SF) 14.7%1 C^^ PROPOSED DRYWEIIS: 3-B'dla,4'daep - f ^QUI ro e �o TOTAL 458 5E 5.9 15.8 S 26°59'00"E 328.17 % metro — ' \ F-- --------- --- --, - J. MEf SURVEY DATE. BY:MI MICHAEL ER INT 'LS. ES AND BOUNDS BY:MICHAEL MINTO 014 OO mrw,ce n a/ r°a 'mar Rif£Na r^�• n / / 4wr[°3ipVn- -,- " - P E C 0 N I C -- �a. -y --- -- T » �A9P�a � � o0 CAI w•x iz D EC � � � � --------- — — — ------- — — — — — — — — — J o N26°45'00"W 335.51' € Ivo ® m°m 3E JUL ® 1 2022 0. Southold Town 6 SITE PLAN Board of Trustees 3 G SCALE: 1" = 20'-0" 7 °weEro°Rw.�RF�P U6 . I � OGEE GUTTER-STANDARDS y B O r 1 s Ilk t)F�lmcN.¢mlrtmNuIICNUMR9�lPA61u•�ERwVIWrERxn�MID. I , O� �� AVE NmB Rw 19�P� F 1�1 DdA.�Sw Aro Sw�ems ro ov+rtsmvR um W ELTS TO BE 10'MIN.AY FROM HDUSE DRAWN:M"l MS SCALE: JOBM 6/15/2012 BNBB'1'NUMHER: S1 t ReVI510NT I 1 1 I! I — I El 11 1 1 It I I I I I I I .II I tilt I I I' I II i Z -Ii I L T Ft T 1 FLY, w a f L I.��L. _ ! ii A 1 Ii i{ -_-_- it Ii i i II I I I I 7777 7, ZZ PROPOSED WEST ELEVATION SCALE: 1/4" = 1'-0" 0 o m r F- o a U Oa U FEMI El U fim 'm y o D w m a U EXISTING WEST ELEVATION SCALE: 1/4" = 1'-0" HU JUL o 1 -aLL DRAWN:—/MS SCALE: fOB W. &(Un 2 SHB6l NIIhIDER: Southold Town Board of Trustees A-1 y R6VIS�DVS: i 10 'I O I II LILL ml =T11 EYE HIM I ( A PROPOSED NORTH ELEVATION SCALE: 1/4" = V-0" C) ho 0 0 a U Q a U � D E0EIVE U J U L - 2022 w N Southold Town a�! Board ofTrustees U m EXISTING NORTH ELEVATION DME;MH/MS CALe: SCALE: 1/4" = V-0" DBS d/�ozZ A-2 RSV610.\5: I: I li It Ill Pill Yj lilt!I IIIIIIIIII I' t Itillil 11 11 IIIIHII Iffilli 11 ill I ! i I I 11I IIlIItIIIIIIIII ;Il 1 1 11 It 11 ]till I i I I 1 I II z t .'1 II I ••i — I — - w it I ' n I ❑ ., i 1 1 ❑ I I _ z O� Hii I • Ill { 'Hy ll 11 1 A I ' i I PROPOSED EAST ELEVATION SCALE: 1/4" = V-0" o � � x � W 0 a. � m s Ei � �5s go itm JUL - 1 2022 U EXISTING EAST ELEVATION SouftidTown SCALE: 1/4" = V-0" Board ofTnmtm SCALE ]OH M. dlsnou s/¢+srxu.�mrx A-3 I I � � I � z Fn� FlAni FIP PFFIFI W Qd Qy ' AAq I I . I PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1'-0" 0 U � a tyy�\ t F 53 0 d G D m F U � JUL ® 1 2022 U � ISouthold Town EXISTING SOUTH ELEVATION Board of Trusiaps SCALE: 1/4" • sus: ,oar d�srsvu s�Ert+umeea: A-4 REVISIONfi 101-W ------------------------------------ ------- ---------------------- ----------------- ---------------- --------------------------------------6 GENT_____.___-_._.._.---_-._ / r ._-._________ ------- ---------- ------------- ------ ------- --------------------------- -------------------- ---------- ------------------ :.� 1 0 ;> : : ----------------- IS REeAR ------- --- -------------------- cairns E- CRAVASPACE NPEIEPPL—ABOVE ra 20'-I1" 7"-IW 91-91W I Q 0 ;r SHED GARAGE REO. CONC—II REIN— j 13_5" HOBBY ROOM --------- ------- -0NC—OREINF"' ID/IO 6M mmco-� ---------------------- ----------- IT-5 c? b 00 -------------- ---- I o V-41/4' ------------- ------------------- ---------- ------------ ---------------- --------------- ----- ---------------- GIRDER ACO EE,---------------�r EXIM14r,PORCH --------- -- --------- --- ------------ ---------1 -------- ---------------—---------- ------ ------ 24W.-CONc PIER PW3a0—RADE :./36w6"'FTG :F ,.�/" :2—CON PIER EXISTING.: 3-81�=�E � C) 21'3" 21'-3" 0 44•-6" 101-0. 0 C EXISTIN PROPOSED FOUNDATION PLAN SCALE: 1/4" = 13-0" u ----------------f-nr) E C E I V JUL - 1 2022 Board of Trustees 61M.2 A-5 L RENBIOX6 58'4h" 5'-0" 6'-3" 33'-5V4" 18'-73/4° c 3s CXW13$ TD4PEREU �/ e R,mD HDR' ] D iDR 13_7° _� ®LVJDING A80VE U1 _ (2)J3DD HDR AN4r orw RuuNc' 'D WALK-IN CLOSET 41 s• W R)RX6 HDR Z S Y old U] MUDROOM Z r iv C x SHED GARAGE N ^ s/6'TYPE-X RM MM . C SHEEIAOCK IGov - _ ]X6C1916'OC ANO WALL(i'P"CALI - - --� _ IUAL HD R)J-V4 ML HD0. RI JXB ND0. SIMDUTOR MATTWO'- _ OHs].HDR E EQUAL wi mstwsD+c Nwc¢ HOBBY ROOM- AND SOFLJAMB IIYP) AN41 i i i �� OPw TO ABOVE ____________f - � Rj 3%13 GIRDEA I� [V R)I-3/4X11.1/4 ML HD0. (3)1.3/4-4/—HDR O)1-3/4X11.1/4MLHDR �ry / COVERED PORCH '1¢xlzoMN OVFAlaaawcwHER I O 0 ,j O I w/CULNRED STONE OfWls-3 I I hBLIIESTONf UP __ _ ' M II _______ _ _ ___________ __ __ __ I36X6BMCItET ____ _ _ JI I W {[7 u fTrP, O � Z 5'-0" 5'-0" 243/." 8'-0" 13'-2%" 11'-2%" 10'-0" I w 1'-Bhn 4 44'-6" 10'-0" I O w O PROPOSED 1ST. FLOOR PLAN I SCALE: 1/4" = 11-0" a V y a 0�3 Ud W ° N �[(g kL4� U N P^'— i• , ���!! " per, T � 4U� � I 2022 DRAwN:MH/Ms SME: t )ODt 6-15ad2 Southold•Towq c _ BoaTusrdryofrtees _61 22'-0` 10-0" 12-0" -4 (3)2%8 HEADER P 2x10 DF12 Q W670C Fpg3 4 m S S p \ _ 2 10 DF/2 ------ to DF/2 --- --- n�° 4 m0 II Z � �' /• �o A � 1 / O _ 2x10 DFizu wat6roc - gS Q 6° 6 m a. 'G Z (3)2XB -I- I-- TEMPERED [xW23 12'-0" 12'-0° 24'-0" g i O ry 1, dc:o ( - a.: Edo _� � .N 7"495 Main Road,P.O.Boz 933 > g CDtchDg_NY.11935 SCIOTTO HOUSE ADDITIONS&ALTERATIONS a CHITECT 1 gL Phone(631)73441&5 Fax(631)734-2110 8380 PECONIC BABLVD. v MARK SCHWARTZ&ASSOCIATES Email mksardiiiect®optonline.net LAREL,NEWYORK S Web Site http://mkeal ldi L-. -i----------------�i 1 it A I' o II II _ II II i :I .1 II II I� II II , it ,I II II II it II II II I 11 II II ii II I� II �I 11 II �I II II §� i/] II oL�`1 I i ]XID DF/]RR®16'OC I I " I I ' I I 13/9X11-7/EMLRIDGE 3 1 /I � I I 11 I` 1 R II ' I ® 0+1 I I I I I j � I I � I I I I I I I I —13)]%1 FI] _-- 11 II II II II A%W351 II p II D'p r� II II II M O I ' A%VI351 I I ...L I I I I I I ^ m '1••�v I I�___ n. Fn -—' �p -0 II A II I II M 13/1%11.7/8 Z III I II II _ ML RIDE I� �A N I1I I1I II �I 'I II II 'I II II II II II ' II II ______________ _ _____________.____-.I II II II II II II II I _]]%ID 0.R ia16'OC A I I I II II � II II � 11 � II II R ,Z II I I II � II II II I I I I • �yq ,o Vii�'�' IQ �I \ \ \ \ � `�•� I i M `o`^ 18495 Main Road,P.O.Box%3 Cntchogne NY.11%5 SCIOTTO HOUSE ADDITIONS&ALTERATIONS CHITECT / a Phone(631)1344185 Fax(631)734-2110 8380 PECONIC BA BLVD. W � MARK SCHWARTZ&ASSOCIATES E-mail mk hitecteoptonline.net LAREL,NEWYORK S Web Site http://.,P—hit L— R6vJsions: 1-3/4%II-7/B ML RJDLE st 2 2MoD14?kR Qa zX10OH2®16'OCy DBL2X10 ---- ❑❑ 2 ❑❑ ce 4 123xj00F1110.P-®\fi OC iML0.1DGF ❑12 12 ,' D 12 BOCK NG eror N z (TYP) 34'SUBHOOR A_ an CIO 2xe u®16.0c zxe u®16'OC H (3)zXiz cIROER zX12 FJ COLUMN o GARAGE � W W 5/a•TYPE-%FIRE MTm SHEEFROCK ON WALLS AND CDDNG CJ BWESTONE CAP 11 �y NLNRED nm ACQ PLATE "C) 3a'SUBFLOOR __ STONE zXa ACQ®16'OC DBL 2XB FJ 916—? 'IflLMTIE SHIELD D)2%B ACQ GIROE0. '• --- �� 24•X24' I-°.'' >� 4'CONC SLAB.PRCH TOOH D000.f S�B•PC )--I B•PC WALL •• • CONC.PIER RFJNF0lctv110A06Xe— AWS O D.C. s i 1 p H ]'LONG SUB s�•++�-� __—_ ^ 36•X36•%12• 16•%B•CONC FTG rrQ]l' 16•%fi'FTL CONIC.FTG w/(2)K REBAR (1)/s REBA0. CROSS SECTION A ❑ CROSS SECTION B SCALE: 1/4" = 1r-0" SCALE: 1/4" = 11-013 w CIO s 0 Generated by REScheck-Web Software 1 e®T Compliance Certificate o u a I 8w") n w n � Project SCIOTTOCIO Energy Code: 20181ECC Location: Laurel,New York ---- --- _ Constrect)on Type: Single-family Protect type: 4 dition (5331 ❑ E I ❑Imola sane: 4(5331 HDD) 1rFc t PertnR Number: w= O Construction Site: Owner/Agent: Designer/Contractor. eA�aralooRwml r OO G r 83BB PECONIC BAY BLVD. I — 5 0 - LAUREL.NY �� ! O ! uSPFAmo O W Compliance.0.4%Better Then Cod. Maximum UA:277 Your UA:276 Maximum—C.0.90 Your—C.0.31 I esrA orw3lmuc m y�y (ur0vurivN[/iC osa) ed 5 Siabon-gradet atleoffsra.•e no tenger cvns�tlered ln[he VA or partorrar ec mpliance path ir.flESchecic Each slab-on-grade n I� t^zx w•�saAnoxe �! �-S •� assemblyinthe5pecif.etl:lima:e zone most meet Lhe minimum eneryy code insulation R-valueanddepth re namencs. tr4rrxxnsrni�r/ic osa) I 1A y Envelope Assemblies o ' I a°3 Gross Arts� C"ty' Cant. Rq� Prop. Req. P.rimir aj o wBpa s� is Celling l:Flat Celling or Scissor Truss 971 30.0 0.0 0.035 0.026 30 23 TYPICAL WINDOW OPENING HIS CaPANEL SPAN EQUAL OR SMALLER ze.emFnnwrlExmx i C Celling: thedal Ceiling 130 19.0 0.0 0.052 0.036 7 3 THAN 4 FEET v�.a 1ST Fame FLOOR:Woad ,16"0.c. 1.630 19.0 0.0 0.060 0.060 89 89 r) pe 0 Door:Glass Door(over 50%glazing) r, r�J SHGC:0.33 21 0.300 0.320 6 7 TYPICAL DOOR OPENING _ _ prY� en Window:Wood Fame 134 0.290 0.320 39 a3 PANEL SPAN GREATER THAN 4 FEET - SHGC:0.31 AND EQUAL OR SMALLER srEa. iwsmasx e•ac 2ND FLOOR:Wood Frame,16'o c. 1,044 19.0 0.0 0.060 D.D60 53 S3 THAN 6 FEET as Ozao L� H Window L Wood Frame 166 0.290 0.320 48 53 TYPICAL MULTIPLE OPENINGS "e.3s�10 Am°oBwim P"'1 c4 SHG:0.31 am v+esw3a3ramOrB e•ac C Floor 1:All-Woad Joist/rruss 118 30.0 0.0 0.033 0.047 4 6 PANEL SPAN GREATER THAN 6 FEET VsxmlAarnEw AND EQUAL OR SMALLER Compliance Statement The proposed building design described here Is consistent with the bullding plans,specifica8ons:and other THAN 8 FEET calculations submitted-h the Fermi[application.The proposed building has been designed to meet the 20181ECC nequuememts In REScheck Ve—n:REScheck-Web and to comply with the mandatory requirements listed In the REScheck Inspection Checklist WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL • `-'I AS PER SEC.R301.2.1.2 NYS CODE:PROTECTION OF OPENING Name-Tine Slgrature Date WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" t� f 1! AND MAKIMUM PANEL SPAN OF B FEET SHALL BE PERMITTm FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PREM TO ` /t x COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,16D9.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT ASUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE - e 222 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. JUL HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. DRAWN:MB/MS Projec[Title:SCIOTTO Report date: 0510922 SC— Data filename: Page 1 of 1 TOB q: Southold Town 6 ETNU�BPA Board of Trustees A-9 R6VISION3' WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 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. KING STUDS RAFTER WALL STUD kENDWALL CRIPPLE STUD BOTTOM PLATE RIDGE5 :n LEDGER BATHTUB HEADER DOUBLE JOIST SOEWALL _6;�4 RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPUCATON IST. MOSS HOLD DOWN CONNECT ro 1 S1DE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE ROTOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPUCATTON RAFTER SIE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR ANO TOP JOIST DIRECTION WITH(2)JOISTS.UNDER WALL 2ND. MOSS ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20gv.STRAP APPLY TO EACH JACK SND ROOF LSTA24 1-1/4"x24"20gv.STRAP APPLY OVER RIDGE TO EACH R 2xfi-2x8 1526 18gv.SLOPE HANGER PLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE E FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RU OR RU MOM ANCHOR APPLY TO EACH CRIPPLE SND 2%10 L5210 18gv.SLOPE HANGER PLY TO EACH RAFTER/LEDGER BLOCKING 1IQeOC Go WALL STUD -► 0 THROUGH-ROOF EXHAUST / \ VETI15 SELECTED AND METAL STRAP y ` LOCATED BY CONTRACTOR CRICKET AT TOP-SDE OF VENTILATION CHANNEL W RIM BOARD HIMNEY AS REQUIRED Eyl RAFTER 1�1 SLL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN VENTILATION WOOD JOIST •' •• •• SIOEWALL FLASHING O� LEDGER FOUNOFOUNDATION2 _ _ TOP PLATE BLOCKING x4 BLOCKING � ' - - - FINISH WALL AND MOISTURE co STAPPING TO BE ATTACHED TO WALL STUDS 04B'OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL TUBE ATTACKED OPENING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED W11H A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTLATINC AREA O FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER 4p Hy INSTALL 4"D"G.C. THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER c� SHALL BE COVERED WITH CORROSION- ONTIN.SCREENED VENT Ire' 4'-8" LSTA24 1-1/4'X24"20gv.STRAP AND JACK STUDS4 RESISTANT METAL MESH WITH MESH ONTIN.SOFFIT/EXT.PLYWOOD A ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF Vi INCH IN OIMENSON. FLASHING TO FORM CHANNEL INSTALL 4'0"O.C. AND SD AS TO MAINTAIN MR LOCATION USP NUMBER DESCRIPTION APPLICATION SGFTITED EAVE 8"-14" LSTAW 1-1/4"x30"181 STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ACTON 4"-6"RAFTER RT10 0-3/4"x 18go.TYWWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ME SPICED AND INSTALL 4'0"O.C. [ CONNECT TO ROOF VENTILATION/ OVER BEARING WALLS AND HEADERS 14"-16' LSTA36 1-1/4"x36"18gv.STRAP AND JACK STUDS \ B"-12"RAFTER BUD 1-1/8"x 20gv.IYDOWN ANCHOR EACH RAFTER SOmTED EAVE DETAIL ON ALL OPENINGS \KEEP ROOFING NAILS OUT 2ND.RO R WALL OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS. RAFTER \/ EXTENDS UNDER SHINGLES AT RIDGE CAP SAME MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NSHEATHING W SHINGLES AT BASE MIN.4 INCHES THROUGH VENT [/] MOD JOIST r7 TOP PLATE W Z GIRDER/HEADER U SIDE WALL FLASHING TOP WI0 , 1ST.FLOOR WALL STAPPINC TO BE ATTACHED TO WALL STUDS UWOOD JOIST W AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SOEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPUCATON AND RAKES--PROVIDE HEMMED EDGES SO RAFTERS C) o AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0"O,C, PREVENT CAPILLARY ACTION r j 4"-8" LSTA36 1-1/4"x36"18gv.STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED NEEP SHEATHING MIN,1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER 0 BE SUPPORTED NiTi u ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4"0"O.C. RAFTER/PLA RT 5 -.WN ANCHOR RAFTER ro PIAIE OVER RIDGE TO aR PASSAGE CONFORM TO SLOPE IF ABLE.SET RR JOISTS APRO%.1/2"HIGHER THAN LVL HEADERS 8"-16" MSTA48 1-1/4"x48"16gv.STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE.&REDUCE BUMP GUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL SILL�le TERMITE I $LIB ROOK SLL GASKET VOOD MISTSNEOPR TYP.CONIC.FOUNDATION (A 8 MIL POLENC.SL GASKE�EBOL1E0 TO STEEL BEAM WIOTiPLATEOAMPPROOF E%lERIOR 6MIL POLY ON E%IERIORGRANULAR FILL 1/2"DIA. BOLTS 0 48"v.e.STAG.STEEL COLUMN 4 • 4 ROOF JACK \ STEEL BEAMCONC.SLAB pA \Jp JANCHO POURED COLT EMBEDMENTI // IIT+ /4"z I/4"x 8"STEEL n ' COMPACT FILL P: BLOCK WALL: 1S" ROOFING LAPS TOP AND BOTTOM PLATE G$ �• y , • • p FLASHING AT Wtili 1/2"x 6"ANCHOR BOLT -B KEYWAY FOOTNG A , L•,R G CONC.FTG. y •p ,4 O'p .LTC°' USE W11H 3X3 SQUARE WASHERS SIDES AND TOP 1/2"GROUT V ° 4 ;O ANCHOR BOLT CONNECTION (USP LSPS58 OR BP583) 19 p+ p REINFORCING BAR FOUNDATION 5/8"DIA ANCHOR BOLT _ 3"STEEL COLUMN DRAIN TLE p ANCHOR BOLT CONNECTION SUPPORTNG MAXIMUM SPACING FLASHING LAPS _ (10 KIPS) SLL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72"W TYPICAL BEAM DETAIL TYPICAL CONIC.FOUNDATION.APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36"OC MIN.3"STEEL COLUMN ANCHORED ro 26':Q4"x12"CONIC.FTC. CRAWL SPADE OR FOUNDATION STEEL/BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. L ALL BOTTOM PLATE TO FOUNDATION �1 SLAB-ON-GRADE 1-2 STORIES 57"OC ROOF JACKS&VENTS DETAIL -SUBROOR SLA DOOR FRAME W C� 6X6 10/10 WWI` GARAGE (3 JOIST COMPACT FILL ' DOOR USE 2XB STEEL BEAM N FOR BLOCKOUT F' SLOPE P.T.PLATE ` W/16X8 NMM� • �I fDRIVEWAY NOTCH JOIST AND • T2ENDRANOACE ° p n TO BE APROX.1/2"OR HIGHER 1HA)N'/^t (T.^ n r--- r l tVi) • 1 Y, (WITH A NaUNC P IE IF EEOED- I v y<•p ES OF WOOD +p e + SIEFL BEAM TO ALLOW FOR 91RI=E _-_4_ "_4_ • BEAMS e 4 e (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) X.,�b^'tom to u `� I. •\< da GRAD 4 -'4`J,___a_____' 6%6 W.W.M. -.--- c e° M12"IN. p'D .° 4 L1'p 4l7'p 4 �a �_NOOH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM •p p ?4°, n•Jp - ' y SUBROOR ;T° NOTCH EQUALS 1/4 DEPTH OF BEAM '° • ° 4 REINFORCING BAR ,D + REINFORCING BAR C• .°° DRAIN TILE I� ii° STEEL 12" SHEET METAL/308 FELT UNDER BEAM AT POINT 4/T.n°O•a+p•e - I!l 4 STE[E�L(BEAN j+L ' OF CONTACT W1Ti CONCRETE OR CONC.BLOCK RtA$L(r LTEQ�O 89 M) C •• S V V B40 L TOLL 1-J TYPICAL CONIC.MONOLITHIC FOUNDATION.REINFORCE TNT1(2)/4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WADS AND COLUMNS SHIMS TO LEVEL BEAM -r REINFORCE FOOTING WITH(2)/4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE WOR BLOCKOUT i DRAWN.MLI/MS BEAM POCKET 4j SCALE: LOB t 6'13,2022 Board of Trustees- 6HEETNDN>HBR _ A-10 Re".... GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE 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 RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES BUILDING USE When a collar the is wed lla iti leu of a ridge strap,the number of lbe common nails required ap QTY. SPACING SEE PLAN CONSTRUCTION NOTES' in each end of the collar tie need not exceed the tabulated number of Bid nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PUNS TOP PLATE 10'WALL 48d COMMO RAFTER TOTAL SQ.FT.OF CONSTRUCTION ( ) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING IOIST 8'WALL:3-Bd 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 TOE-NAIL for generally accepted good building practice and compliance with not New York accordance to table 3.3.When a rafter or truss do not fall In line with studs below,rafters TO TOP PLATE 10'WALL:48d COMMO JOIST AS PER FLOOR PLANS,CROSS SECTION.DETAILS,AND GENERAL NOTES g y a p g g p p FRAMING ELEMENTS State building codes.The General Contractor Is responsible for providing standard or trusses shall be attached to the wall top plate and the wall tap plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DE SIGN LIVE LOAD(PF9 Rams DESIGN DEAD LOAD(PSD 0.301.2.21AISDWABIE DEFLECTION OF STRUCTURAL MEMBERS 8301.1 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 IAP NAIL UNNHABITABIEATTICS(NO STORAGE)10 EXTERIOR(UGNTFRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH WED 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 OVER PARTITION WFCM-SBC IAP NAIL (STORAGE) 20 E%TERIOR NGNT FRMAE)STEEL WALLS I4 (NO FINISHED CUUNG) HABITABLE ATTICS AND INTERIOR(UGHT FRAME)WOOD WALLS IO INTERIOR WALLS AND PARTITIONS WIBO 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: AT ICS WITH FNED STAIRS 30 FLOORS U360 meets Current federal,state,county end local codes,ordinances and regulations.etc Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE q5 PER TABLE 3.4 EACH FACE INTERIOR(l1GHT FRAME)STEEL WALLS 5 These Do es 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 EXTERIOR BALCONIES AND DECKS 40 MASONRY WADS(B'THICK) go COUN'GS(PIASTER.MCCO) WED 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 EACH TOE FIRE RE)S AN as CONCRETE WADS(6•THICK) es CEILINGS(GYPSUM) 1/240 accordance with table 3.3. TO RAFTER 2-Bd COMMON END NAIL GUARDS AND HANDRAILS 200 DP WALLS 10 ALL OTHER STRUCTURAL MEMBERS 1240 3).Dimensions shall take precedent Over staled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.20001bs EXTERIOR WALLS(PIASTER.STUCCO) W360 O NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H240 (D TO RAFTER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with up iik NON-FLEEPING ROOMS 40 EXTERIOR WALLS(FIE3kIBlE FINISHES) HA20 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 UNTELS(SUPPORTING MASONY WALLS) U6m 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 C/] construction means.methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with[able 3.36.When steel straps are lapped under the JOINT DESCRIPTION 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 bolt QTY. SPACING TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) Q 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 2-16d COMMO FOOT SFE NOTE:7 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION u--t 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. comers. TOP PLATES AT JOINTS FACE OOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 4-16d COMMO INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TY I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE W or exceeds manufacture's specifications and applicable codes. Type I exterior shearwalls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMO O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE (� FIRE PROTECTION Sym.: attached with Bd common nails at 6°D.C.at the panel edges and 12'o.c In the field.and SMOKE ALARMS TO COMPLY WITH NEPA 72 AND NYS 8314 NYS. HEADER TO 16"O.C.ED FACE 7).The General Contractor u to consult with the owner for all built-in items 12 inch gypsum wallboard on the interior attached with Sd cooler nails at T o.c at panel 16d COMMON SMOKE&CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH 8315 NYS. such as bookcases,shelving,pantry"closets.Mms,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 COMMO PER 2x4 STUD END TRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION `o 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 COD 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b time,the appropriate FLOOR JOIST"BAND JST, 2•lbd PER FACE NAIL CLIMATIC&GEOGRAPHIC DESIGN CRITERIA O length adjustment factors in table 3.16. OICOMMO FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END 101ST O0.BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD H determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERIAYMENT HAZARDS A Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY i DEPTH TEMP. REQUIRED 2).All feelings to rest on undisturbed(virgin)soil. Interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 el. QTY. SPACING MODERATE SLIGHT TO respectiv y 20 PSF 130 B SEVERE 1 3 Fi. TO HEAVY MODERATE 17 NONE 3).Provide 12'expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or masonry walls occuring In exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-8d COMMO JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS' Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE - 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 COMMO 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 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 2-8d COMMO 5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be TO JOIST END NAIL 4'PERIMETER EDGE ZONE 8d COMMON 0 6'O. Bd COMMON®6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: BLOCKING TO: EACH TOE SEE NOTES:I(BOTH FIELDS) to be minimum 3-1/2 Inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMO INTERIOR ZONE 8d COMMON p 6"O. . 8d COMMON 812"O.C. p ty SILLORTOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD 6'maximum I)Rs payers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge 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. Bd COMMON Q 4°O.C. SEE NOTES:1,3 6).Cowl spares to be provided with a minimum 16'x24°access opening.Install one IS with the abovets. TO BEAM 3-16d COMMO JOIST NAIL E/3 8x16 cast iron foundation vent for every 150 sq.ft.of area. requiremen JOIST ON LEDGER 3-8dCOMMO PER TOE NOTES In o DECKIn AND COVERED PORCH NOTES: 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. Q 3 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 3-l6d COMMO PER END FTa 03 the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be gelvin)zed or Stainless steel. TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,inducing 4 feet on each side of the roof peak BAND JOI57 TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. F-1 O Lam^ 8).Drainage as required W current N.V.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-l6d COMMO (y a Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE PER SEE NOTE:1 a a FRAMING NOTES into concrete with a minimum 12"dict x 70 long anchor bolt with washers and nuts. 2).Tabulated 12 Inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. For Framing members with<0.42<G<0.49,the nail sparing shall be reduced to 6 inches o.c R-ti 1).All framing techniques and methods as prescriptive design of anent SBC High Wind 3).Ports supporting girders shall be anchored to a 12°x12"z12'thick concrete footing. JOINT DESCRIPTION NAY-IL NAIL U m Edition Wood Framing Construction Manual. Use a minimum 12"dia x 8'long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTSPACING 3).Tabulated 4 Inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For below grade.Porches with covered rooh shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL Ed AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 Inches o.c. 2).Unless otherwise noted.all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir, 4).Deck joists to have blocking at 90 o.c. CEILING SHEATHING NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 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. Ledger to be fastened to building with 12"dia.bolts with washers and nuts JOINT DESCRIPTION QTY SPACING SEE NOTES:1,3(BOTH FIELDS) where needed. 4'EDGE ZONE Bd COMMON p 6°O. . Bd COMMON 0 12"O.C. NOTE:2 FOR PANEL FIELD GYPSUM T O.C.EDGE 4).Unless otherwise noted,all)jack s wall headers to l e(2)s x10 o +BTR Doug.Fir. Sd COOLERS Bearing wall headers to have 2 ask studs and 2 full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE Bd COMMON 0 6"O. . 8d COMMON p 12°O.C. SEE NOTE:3 „o 8 ()1 () gt 6).Concrete piers shall be a minimum 6"above grade. openings.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 Vl and GO and 2x6 wall openings between 511 and 8'9.Provide fire to girder(,). JOINT DESCRIPTION NAIL NAIES L THESE NOTARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. p 8 and blocking where applicable. QTY. SPACING o 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMO AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the comers,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 anchors where applicable to all connecting joists. PLUMBING NOTES be used. x° 7/I6'OSB 6d COMMO 3"O.C.EDGE r' 6).Double up floor joists under walls that run parallel to the Floor joist and under bathtu 1).All water Supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD b"O.C.FIELD 2).Tabulated 12 Inch o.c nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUMSd COOLERS 7'O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches D.C. on plans. WALLBOARD 10°O.0.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. FLOOR SHEATHING' 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. ':13: 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 ad Uate bracing and Tates to rotes and secure the structure.Verify with the JOINT DESCRIPTION I).MCNIDESMTYPE-X SHEETROCK FIRE STOPPING AT IO'O MA%IMUMO CES FOR NON ACCESSIBIEAREAS. 8).Dormers running up roof rafters are to be supported by double rafters on either side P e9 8 P P ty QTY. SPACING 2).USE SIAPSON HANGERS AND ANCHORS wfTH Z-MA(TRIPPLE PROTECTM COATING FOR CONTACT WITH ACQ. state rude and manufacture's recommendation for maximum hole size and spacing permitted. where applicable unless otherwise noted. STRUCTURAL PANELS 6EDGE EGRESS OPENINGS MIN.5.0 tQ GRADE FL000. 3),INSTALLI-CO2 ekTERO0.IN ADDRION TO tMOxE AIAPMS PER FL000. h Bd COMMO 15.1 SQ.FT.2ND.FLOOR) I OR LESS 12°O.C.FIELD 9).Provide blocking/bridging In floor joists at 8'0 o.c.Use solid blocking in floor joists HVAC SYSTEM NOTES MIN.44'fR1 AFF r l 11 IS all bearingwalls. NYS ReddevW code0.302.IL FlREoff.11 REQUIRED ft v V 1).Mechanical mbcontractor is responsible for adhearing to all applicable codes and safety TES: Fltebladv�shall be pmNded ro art off.11 run^,v+drag apm4i,1-veMN and hodrrmdl) requirements. NOTE: ane ro Fonn an aBaWve ore comer betpeen¢peel,and between a tppswrv.m the morma�. ON 10).Provide insulation baffles at ewe vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY ll.blokking troll bep- Inwood-frame konmucHon In Me follawog lorehlans. W Q 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. q.Inmmnled mac,w¢wwalB aw parrctlpna.Inaamng ha tlroaaa.at the mono e.naor ay equipment supplier. Iarrlc ca„oaled hp¢zamnl6med maa+a.an.m tie RreNoaae x urr�„la rah e:o.w�IB N 11).Unless otherwise noted,all roofs and walls to have a minimum 720 thick 4-ply Fir 1).Nailingrequirements are based on wall sheathing ren.BaeoeblanRHt ormlrvrw ar¢Im Roarfnall be aBpwcdufireblodFhq In walls mmw¢ea )""4 H CDX exterior sheathingrade plywood.Plywood to cover over plates and headers. ) g SOIL COMPACTION: pang paraMl run°Feud`usmrgemd Curve` ggR��� 8 P Yk' YM' P 3).HVAC subcontractor final provide final system layout drawing and submit it to the General nailed 6"on<enter at the panel edge.a wail sheathing L..f Contractor end owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher »-NEWFILLTOBECGFSOIL ORGANIC MATERIAL RTFFU_CONTRACTOR 2).uatnmer�nnanpm banea�h mmaaied va,6ml ana nouoneal,pa�mu,nrcm.a,wraec ;P'1`1; 12.Unless otherwise noted use 3/4°thick T&G PTS Fir or Advantech plywood subfloor TO VOnve IXISTNG FOILCONDL FILLAS IORTO FILL drop«umgs ane cove anmgr. P Y'M shear capacities,nailing requirements ter Structural 0.EMOVEAND ADD ADDITIONAL FlLLAf NEEDED. u adhered with PL400anufacteand suewed[o Floorjoists.Finished Floor tobeInstalled ELECTRICAL NOTES' membersshall pat doubled,used chemo connector, 3),In!�ln, team lRtwan tmn tmngmae use hpP awupnpm pftna w.En¢p:ea,pas. r . us over subfloor as per manufacture's instructions. such as shear laces.shall to maintain load path. 2).COMPACTIONOFNEWFIANDASTEAIS57).COMPRCTTOR wder¢ain slop aanplywiManent N.Y.S.V'dmlini Cade. U. C4 1).All electrical to 6e installed as per N.Y.S.Residential Construction Code. p P DENSrTY(PFRASTM CAL.CO M D ISSN.COMPACTTHE 13).All bathmom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and fOILAT I2'LIFTS(LYPICAU.CONTMCro0.T0 HAVE FILL 4).uopadngs erwmvenea plw anaawsaz®Bngam re..¢ Pae 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 Ternse WA PROITESSIONALAGENCY FORCOMPACTION. RemeeM product ofmmbustlpR n n r�i to have regular 1/2°sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOr BACxFlLLUNT URPST nAORDECKCONFIRUC TON. 5!.FartM Tveblphi�aitldmmgt aM@epinoa.as requ ® .vs. ew \�/F/ LI'r�L 3).All electrical work to comply with 2014 NEC. to be reduced tol•16d nail per foot. INCLUDING sUBHO0R.IS COMeIETF. 14 14).All roof with a pitch less than 4:12 shall be Installed with an Ice&Water barrier or 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. 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 2�, L "T"O'n""a"SGou""TO BE HB&c vo �F] DRAW MRRMs be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. ORAPPROVErn ED_Wsrn _CA` c+U L 0J scnLE AND BASF,.USE WITH PL SUING CAPSTO LOB q: COVEA TOP N75r1022 5F&.ETNUhIDER: Southold Town A_ Board of Trustees