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HomeMy WebLinkAbout1000-111.-14-12 OFFICE LOCATION: ®f S10 MAILING ADDRESS: Town Hall Annex �® 11e) P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold,NY 11971 o ® a® Cou ,� 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: December 12, 2022 Re: LWRP Coastal Consistency Review for BARBARA KOHN SCTM# 1000-111-14-12 Richard Cifarelli on behalf of BARBARA KOHN requests an Administrative Permit to extend the existing deck (16' 6" x 8') out towards water 16' keeping it the same width as existing deck 8' wide with French doors leading onto deck entire footage of deck will be 24' x 16' 6"; and to make the existing roof over existing deck a new deck with dimensions 16' 6" x 8' with French doors leading out onto new deck from master bedroom. Located: 500 Little Peconic Bay Road, Cutchogue. SCTM#: 1000-111-14-12 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 CONSISTENT with LWRP Policies and with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney A Town of Southold ASSESSMENT FORM Mn- DEC f3 7 ?022 A. INSTRUCTIONS Soutnoid Town 1. All applicants for permits* including Town of Southold agencies, �41�� CCA for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town. 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# PROJECT NAME The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees L'�1 ✓ 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: , Location of action: 5-00 -Site acreage: . �q Present land use: ✓Present zoning classification: U 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: (b) Mailing address: 4 7lf OV ,�J (c) Telephone number: Area Code (d) Application number, if any: Will the actionbb�edirectly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No PdiIf 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 LVU P Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No �NotApplicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LV;RP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No D" Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria F-1Yes —1No Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pa es 8 through 16 for evaluation criteria F-1Yes ❑ 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 [�rNot 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. e Yes No Not Applicable i 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. 1:1 Yes 1:1 No EI Not 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. ❑ YesD No u Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No 2Not 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 ENot Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 forevaluation criteria. 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Re - s \ 4fb z6 :6 0•} '}- a `±;.•.h :,arir i ; �. .."WETA,c = �..+�� NZS�.$ x's^Ivl y atd•��.,¢"�eF pf..'�., ,.. ?� cav xl.No.My '.3- pitta t , J -j scly 4... 1 o a 5� W" et'£SeC No' G - - r a00 ,r• L sta. r Pp , , 9 t• 1=' c ktM Miw rvW d4ncis 9 ewho wC"4a,Wsm,wr scclM1w .n -- c,w:r. n •t� COUNTY OF SUFFOLK @ ... uarice E-�=tJ.. w�,,,o ,000 aeerradaa o • �-- -_ {' '0""_",__ O ,,,.,,,,� —�— p, Pea(Pru c 7nx Senicc v) c+no'nswr n.,rn+nud sue oa Y'r Per y gency W E w6mlwmN�'A,v vrcxram nc,xE .w- soutnoto ry na_@)——_ __ •• 'c °'^x •' 9 JiYI C'rnrry hiw,n.r.h d.A)'lIW2 A[IYP6f4 T`. N 1�1 vmjrr ertwuaso.acne r- �► SURVEY OF P O LOT 243 & / LOT 244 AMENDED MAP A OF NASSAU POINT s° r°wR WNED B°a Trustees B Y NASSAU POINT CLUB PROPERTIES, INC. FILE No. 156 FILED AUGUST 16, 1922 SITUATED A T `j1p ' •X•� e°6 '�' e GatiC� 1O : .° r •`•, ° %� P-eco NIc NASSAU POINT 'y `� °''LI7'� 61 ' P• . e,., • I . 3SL7/ �� i LJ AY X1.90 O A� TOWN OF SOUTHOLD '�' \\'' 1` °.°� •,, f /' SUFFOLK COUNTY NEW YORK 37_ ` S OE�GGE OF AVEM •. .4°d e • i • . ' . CONCFOUND �, �(`�`-,- . .: 7. ( , . d •. d. :•. : 2,47 . :.. : .. ' S.C. TAX No. 1000- 111 - 14- 12 VON. 36.5 E.�E ALONGyR iE -OV�RHE� WIR 29.51 I ..: �r SCALE 1 =20 11140 FENCE DREG=(qR=�_ �.WA �\ t: ° SIGN POST 0 36- 3 O.L.OIL FILL POST� L FENCE = llTIUT \ �4�2, .Y- . . JANUARY 22, 2007 C; I ` \ 1 \ .I POLE !12 OCTOBER 15, 2008 ADDED LEGAL DESCRIPTION 0 ' FENCE 1 ^' \ .. 35.1 bbb \ SET I 1 `•. ONC. MON. M35- - GARAGE 24.4' 34.6 I c w O.L vo/1 CONC. CURB W ry a .. 4.1 I • D oq C. v 28. Q B.C.3 • 3 \ Q,• (TO TIE LINE & Bl1RLKHEAD) 0$8923 309 sq. ft. T. I � W CONC.:.• 33.3 �y1�1 • .. ° da 0) ti.: «APRON e ' . N • 1 e • :. ' • 61) • M N ^ v e ° •: a �Q g. C nn\ Y N °� gC. Woo •• ci' O er a d 34. d• S G• 1 1 rn AIR CONDMON��s 24.4' � •• LA C• & UN 4: ,$� ,•,•STOOP • I'.•. 8.5 33.9 �p / FOUND 33.2 y �•G'• / I o ' WOOD STAKE x n� q •0 ! / / / ) • I I/ / �Iw I NOTES: 33 v 8 ENTRANCE°\ • �0 33.7 .d < \ x 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM •:••,\'e\ • �� GONG / ' • 28. EXISTING ELEVATIONS ARE SHOWN THUS: 2o.o •• 0 G / •: m _3a : o EXISTING CONTOUR LINES ARE SHOWN THUS: - - - -20- - - - d.. z O. . v 'a• ° / / o F.FL. - FIRST FLOOR 3?� v •i• / / c 1 ml G.FL. - GARAGE FLOOR • • m �• a T.B. - TOP OF BULKHEAD 37\ y e\d 33_ • 1 B.B. - BOTTOM OF BULKHEAD/ / •••d � :: : o�� T.w. TOP OF WALL B.W. BOTTOM OF WALL \ y 32 ?9\ � lob • i 31 A . i • 28.6 a x 29.7 / / • e^^• ..° / 25. ?) 9 - 66 yya/ FOUND B.C. 7.9 '. .'d a'o�� ! 77WOOD STAKE 6 o� a �. • • I tib e.c. �Rp�H \ \ \ T.C. , CONC. RMS 26.91,4 ZQ' / ?S\ \ \CONC. do SLATE POI YL P2A RE / 2, A" ?? \ H •4 c' / SET-' ONC. MON. -m =x23.7 / X0.6 ttlz 74 OIL Qim �[ .20- CAP�. VENT ' i �8 q C 20.1 PIPE / x 19.9 ' / 0 O OCONC. & SLA 79 17. 0 h 4' 19.4 STOOP Q ~ DRAIN / M Al CONIC. 19.4 19.1 CONC. SET a...., 1 . IMON, C - 40.5' 36.3_ / F FL. 0.7 ENTRAN - 24.0' G.FL. 1887 RAIL FENCPOST do E PROP ;+ N \FENCE \1� z 2 STORY FRAME HOUSE & GARAGE E v N / Sx16./ RAIL dt REMAINS 19'8' / Al FOUND OF 15.2' POST do / WOOD STAKE \ is FENCE /6 09ROOF OVER c WOOD PORCH °p 24.0' / FEN EE a 8.0' N C / 3 0.7'W. 15.0 \ 17.4 COSad 1 LATE 17.0 17.3' RICK STEPS BRICK PLANTER BRIG waLL T. .17. BRICK WALL Taw 1_ / /x,2,7 METES AND BOUNDS FOR PART OF WALK C A \ /B.W.1 WINDCONC. 1-- - B.WL / B.W. / / i'Z AND BULKHEAD OUT OF POSSESSION / ' - - - - / / /'� A❑ S 04'4525" E 12.34' B AO �� / - - / / © S 76-12949" W 1.22' s.3xp __9 / C N 00'44'00" E 12.59' 04 0.81WW � / / ` � 9.6 I i N CONC. WALL / ` / - WALK x 11.6 4.5'W 10-11 14.5' 10. / / � -8 a c oI o srooP do SLATE / O 0 .t 14.5' / i / / \.� '3 t a - / O \ d CON k SLATE 0 o/ / M 7 a PATIO / 6__ PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.IAL.S. AND APPROVED AND ADOPTED � \ / r x / / s_4 DSK GRA`1O"PRfJ `�DSK TITLEFOR ASSOCIATION. OUNATIONY THE NEW YORK STATE LAND C) SET \ r�i I _/ / WAD BULKND 5.8' OQNC. Mp / gU1XH� � 6° EAD Z N. / / / \ \ WOOD «, v ��, '. SIA \S 6 HES ° A ) x pRFA CX COO co y l k p i B LKHEAD / � WGDD WNx a'=6.[ C`NC•WP1�- gULKHEAO � �' s` BULKHEAD 5.6 1.2'E .. r.: N.Y.S. Lim. No. 50467 BULKHEAD SPID OOD OOD �� © o <�! K,y 2 1.9'W. q, p5 BU�H� 111 •3 UNAUTHORIZED ALTERATION OR ADDITION „ W 4, ON SU�HFAO OIG WpOO SECTION 720TO THIS R9 OFSTHEN NEW YORK STATE OLATION OF S Q 3e O 00 WOp0 DOCK H1GH Wpm MSK EDUCATION LAW. Nathan Ta" Corwin III C7 ' Z COPIES OF THIS SURVEY MAP NOT BEARING 16.06 Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED I .4.,3 Ge 1�, A n�� V`1 TO BE A VALID TRUE COPY. UA CERTIFICATIONS INDICATED HEREON SHALL RUN Cj ONLY TO THE PERSON FOR WHOM THE SURVEY U w IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys - Subdivisions - Site Plans - Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND N N TO THE ASSIGNEES OF THE LENDING INSTI- W TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 WUNNEWETA P OND OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 322 ROANOKE AVENUE P.O. Box 1931 ANY,, NOT SHOWN ARE NOT GUARANTEED. ANDEASEMENTS OF RECORD. IF RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 N PLAN CONTENTS: D � � � rn•- WIND FRAMING NOTES OCCUPANCY CLASSIFICATION R3 RESIDENTIAL •-r GENERAL - NOTES 1�RIDGE TO-RAFTER ASSEMBLY: BUILDING USE DWELLING z 1-114"x 20 gauge strap shatl be attached to each palrof rafters in accordar o to table 3. . BUILDING HEIGHT I's oV 3 Q ��G U Z When a colartieis used in leu of a ridge strap,the number of 10d comma naiis require: TOTAL S0. FT. OF CONSTRUCTION Q ..3L CONSTRUCTION NOTES. in each and of the collar to need not exceed the tabulated number of sd tic:sin the sinal ; DESIGN CRITERIA PRESCRIPTIVE AS PER 2020 UNIFORM CODES SUPPUMENTAND C51 a 1).The Information within this setofconstruction documents Isrelated tobasic design 2}.RAMR-TO✓WALLASSEMBLY: 2020 ICC WOOD FRAME CONSTRUCTION MANUAL Snut!ro!d'fown S +- Intentand framing details.They are intended as aoonstrvctlonaid,not asubstitufe Lateral tarning and shear wall connections for rafter,coiling or truss tD top ;iateshallbe,n FRAMINGELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES Board of Trustees } 00 for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter ortruss do not fall in line with studs Below,rafters State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wail top plate and the wait top plate sham be attached r; EXT. BALCONIES 40 construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift comectlons.Rods overhanging the rake aid( of the bufldir 1 DECKS 40O N sound and a weatherproof completed product, shall be connected with uplift connections in accordance with table 3.3c. ATTICS w/o STORAGE 10 ,= a O :�:FlContrSi, Fred snbie for ensuing that sill work and construction 3).WALLTO-WALL ASSEMBLY: ATTICS w/ STORAGE 20 W '0. t ederal, , rxf locant , , . Wall studs above and studs below a floor level shall be attached with uplift owections n. DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 25 M e bo bipuurt,fits uquedflcetions forints txrikfing and accordance, table 3.3b.When wall studs above do not fail in Ina with s.ds below,ti,, (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 -p -,O should be adhered to evert h in variance with the plan. studs shall be attached to a common member in the floor assembly with up fit connectors-,n accordance with table 3.3. ROOMS (SLEEPING) 30 3).Dimensions shall take precedent over scaled drawings. STAIRS 40 (DO NOT SCALE DRAWINGS). 4}.WALL ASSEMBLY TO FOUNDATION. GUARDRAILS (ANY DIRECTION) 200 V First wall studs shall be connected to the foundation,sill plate.or bottom pl to with uplift 4).The engineer has not been engaged for cormtruction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 Inches in c morete EXPOSURE CATAGORY "- responsibilityfor omftodwcoordinating with these plans,nor responslbililyfor foundation and slabor-grade,15 Inches in masonry block foundations,or; pped under LOAD PATH • SEE CONSTRUCTION AND WIND PATH CONNECTION � construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steal straps are k sped under It ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE L 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 bolls.An .hor bolt specific use expressed or implied In the use of these plan& spacing is sb be spaced and sized in acomdance to table 3.2a.In addition t spacing; NAILING SCHEDULE SEE GENERAL NOTE PAGE t" anchor bolts are tobespaced between 6-12Inches from the end ofaall pl.taand all EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 5).Refer to the Window and Door schedule for extortor openings. Comers. FIRE PR07ECTION J i 6).The General Contractaistoensure that masonry orprsfabns fireplaces meats 5).TYPE IEXTERIORSHEARWALLCONNECTIONS: SbaOKE & CO2 DETECTORS SEE FLOOR PLANS or exceeds manufacture's specifications and applicable codes. Type i exterior shear walls with a minimum of 7/16 inch wood structural par *J on the exit,nor TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION attached with 8d common nails at 6'o.c.at the panel edges and 12'o.c.it the field,arc 7).The General Contractor is to consult with the owner for d bulit4n Items 1f2"gypsum wallboard on the interior attached with 5d miler nails at 7 o.c.at pane ENERGY CALCULATIONSRESCHECK 4.6.3 such as bookcases,shelving,pantry,closets,trims,etc• edges and 10"o.c.in the field shall be in accordance with the length requir,meets sped r In table 3.15a-b. 8).Wind load requirements shall be taken Into account during constmcuon. 6}.TYPE It EXTERIOR SHEARWAtl CONNECflONS: •.,�.,s FOUNDATION NOTES: Type 11 exteriorshearwails shall meet the requirements of table&I5a-b tim s the approp'-ate Table 3.1 Nailing Schedule(Woad Flamed Constnx tion Manual 2015.Pages 149 and 193} 1).The General Contractor and Mason to review plans,elevations,details and nates to length adjustment factors In table 3.16. Number of Number of datemdne intended heights of finished floors)athove typical grade. Common Na1S Box Nails 7}.INTERIOR SHEARWALL CONNECTIONS: Joint Descxi tion Nail Spadng , 2.Ali to rant on undisturbed virgin}soli.Assumed bearing 3000psf Allowable sidewall lengths provided in table 3.14 shall be permitted to be it :reased when ROOF NAILING .� footings ( intedor shearwals are used.Sheathing and connections shall be In accord m with w.r. 2.4.4.2 and 2.2A respectively. Rafter to Top Plate(Toe-naii4 3-8d 3-8d per rafter t�;f 3).Provide 112"expansion joint materlet between concrete slabs and abutting ,0� O corcrate or masonry walls owning In exterior or untreated Interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Ceiling Joist to Top Plate(Toe-naffed) 3-8d 3.8d per joist „- X Header and/or girder connections shall be attached with uplift connections i accordance Ceiling Joist to Parallel Rafter(Face-naled) 5-16d 5-16d each lap 4).Any now concrete wails being attached to existing concrete structure shall With bible 3.5.Window sill plates shall be have steel connectors In accords ce with table U be installed with#4 re-bar',18"long at 12'o.c-to approved epoxy for installation. 3.5. Ceiling Joist Laps Over Partitions(Face-nailed) 5.16d 5-16d each lap 4- 5).Unless otherwvise rated,all Webs on grade 10 be 2500 p.s.L.Concrete to beCollar Tie to Rafter(Too-n111ed) 2-10d 2-10d per Ue Z 9).CATHEDRAL CEILING ASSEMBLY: •2 poured on 4 inch thick sand or gravel All with 6x6 wire mesh reinbvkV.Interior slabs Blocking to Rafter(Toe nailed) 2-8d 2-10d each end to be minimum 3-112 host thick. Where a ridge is m les used as a structural loess,the rafters shall either be hoisted and anchored on lop of the beam or slope connectors shall be attached to east -after-to-ridge Rim Board to Rafter(End Nailed 2-16d 3-16d each end 6),Crawl spaces to be prowided with a minimum 18'x24"access opening.Install one along the open ceiling part of/the buildents.ing.Connections to tine ridge and ova shalt be be WALL FRAMING � • 6x16 cast iron foundation vent for ev ery 150 sq,it.of area. attached with the strove requirements. _ DECK AND COVERED PORCH Nr �TES: TapPiatetoTopPlate(Face-nailed) 2-16d(1) 2.16d(1) periost 7).Dampproof exterior offoundationr with bituminous coating as per section R406 of - Top Plates at intersections(Face-nailed) 4-16d 5-16d Joists-each side - N.Y.S.Residential Construction Code,A 6-ml polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure tre•led lumber, Stud t0 Stud(Face-nailed) 2-16d 2-16d 24"o.c. tha below grade portion of ehdarlorwalls prior to backfilling. All fasteners,hangers and anchors to be galvinv�d or stainless steel. �r► c. Header to Head'(Face-nailed) 16d 16d I IV ores.along edges 8).Drainage as per section 8405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. tL" - Girders on cocrete piers shall be anchored with proper steel connectors a shored- TO or Bottom Plate to Stud .gyp,. � FRAMING NOTES into concrete with a minimum 112"dia x r"anchor bait with washers ai d nuts. P (Fend Naffed) 3-16d 2-40d per Stud _ 1).All framing techniques and methods as PfewlPtNe design Of 2020 3).Posts supporting girders shall be anchored to a 12"X12"x12'thick Oona.te,footing. t�e.nrt� M Edition Wood Framing Construction Manual. Use a minimum 117 dia x 7"long anchor bolt with washers and nuts.Foob,gs Shari V 2).Un Ian otherwise Hated,all framing and structural wood material to be#2+BTR, be 3 ft.below grade.Concrete piers to be used wnh all por ches/dacks with oafs or pergt as. i Douglas Flt. 4).Deck joists for have blocking at n ores.. Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Face-Naled) 2.164(1,2) 2-16d(1,2) per toot � I FLOOR FRAMING M 3).Floors,watts,ceilings and rafters to be spaced at 18 Inches ores.unless noted 5}.A minimum of 10 inch flashing stall be Installed between the building at j ledger. ' otherwise. Ledger to be fastened to building with 1/Y dla.bolts with washers and nuts Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per joist a).ureas otherwise noted.all bearing wall headers to be(2)2x10#2+BTR.Doug.Fr. where needed. i Bridging to Joist(Toe-nailed) 2-8d 2 10d each end . Bearing wait headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. ( Blocking to Joist(Toe-nailed) 2.8d 2.10d each end openings.LVL headers to have(3)jack studs and(2)Ann length studs on each sided Blocking to S11 or Top Plate(Toe-hailed) 3-16d 4-16d each block . w. openings.Bearing wall window sills shall also have(2)window all plates for 2x4 wall 7)•AN joisth to be supported with hangers and anchors.Each Joist shall al o be anchors r openings between 4'1 and 8'o and 2x6 wail openings befweeri 511 and 8'9.Provide fire to gtder(s}. Ledger Strip to Beam(Face-mailed) 3-16d 4-16d each joist and blocking wfrere applicable. Joist on Ledger to Beam(Toe-nailed) 3-8d 3-14d per joist 5).All flush beemslheaders to be Installed with 8).Covered Roofs shall be assembled and anchored the same manner as ,typical build,ig. Band Joist to Joist End-nail 3-16d 4-16d r st s. hangers PLUMBING NOTES Band Joist to Sill or Top Plate(Toe-nailed) 2-16d(1) 3.16d (1) perfootanchors where applicable to all connecting joists. 6).Double up floor joists under walls that run parallel to the floor joist arxt under bathtubs. 1),All water supply,drainage and venting to be Installed as per N.Y.S.Re* lentiai ROOF SHEATHING Floors to have c eia n(c tie Installed shall be vedfled for proper bad cepac Ity t nim noted Construction Coda t on plans. Stnxxural Panels(See Notes 4,5 and 6) 2).verfy septic system with the Engineer for Suffolk County Health Depart rent approve' Interior Zone 8d 10d T edge/12"Heid 7).Provide blodcing/brldging in floor joists at 8'0 0.0.Use sold blocking In floor joists ' under all bearing walls. 3).ff wail studs,pietas or joists are cutout during Installation for any plumb hg related wvc�k, Perimeter Edge Zone 8d 10d 6"ed Sd 10d 6'edge/6"field provide adequate bracing and plates to protect and secure the structure.V .rity with the Gable End Rake with up to V Rake Overhang 8).Provide insulation baffles at am vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size one ;pacing peen led. needed. HVAC SYSTEM NOTES CEILING SHEATHING 9).Unless otherwise nates,al roofs and watts m have a mhnimurn 112"thick,4-ply Fir 1}.Mechanical auboontractcx is responsible for adthearing to all applicable: ides and sat .ry Gypsum Wallboard 5dfxroiers 5d coolers 7"edge/10'fleld CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. WALL SHEATHING Unless otherwise noted u99314"lhkcc TSG PTS FIr or Advantech plywood autrfloor 2).HVAC suboontractor is to fully coordinate all system data and requirernt••its with the Structural Panels(See Notes 1,2,and 3) 8d 10d 6"edge 117 field adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed equipment supplier. over subflow as per manufacture's instructions. 11).All bethroom walls to have 112'thick moisture-resistant sheetrocdc.Garage walls and 3C Contractor anNVAC d fin review hn iayout drawing and submit to the Gene,hl 5d aooiet8 5d a00ierS ]"edge/10'geld ceilings and over fumaoe to have 5/B"thick type-x sheetrocc.Al other parts at building .- - Gypsum Wallboard to have regular 1/2'sheetrock.All wails is be taped and finished. ELECTRICAL NOTES: FLOOR SHEATHING 12).All roofwith a pitch less than 4:12 shall be Installed with an Ice&Water barrier or 1).A9 electrical to be installed as per N.Y.S.Residential Construction Cod( Structural Panels approved equal.Frat roofs shag be applied with a Fiberglas base street with an EPDM 1'or less 8d 10d 6-edge 112`field , torch down type material over. 2).AN electrical work shall be approved by a qualified Underwriter. 13).All sill plates and wood in conted wflh concrete to be pressure treated.Sill plates to 3).Instal Smoke detectors aril Carbon Monoxide detectors throughout as or section R 17 (1)Nailing requirements are based on wall Sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules shall be installed with a foam sill gasket and c*?-tex termite shield or approved equal, of N.Y.S.Residential Construction Code. . be used where wall sheathing nalling is reduced. For example,If wart sheathing is nailed 3 Inches ori-center at the panel edge to obtain higher sheat capacities,trailing requirements for structural members shall be doubled,or altemate connectors shag be used to maintain load path. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (2)For wall sheathing within 4 feet of the comers,the four foot edge zone attachment requirements shall be used. � _ (3)Tabulated 12 inch o.c.nail spacing assumes wall sheathkbg attached to stud framing members with 0.42<G<0.49. �Ei�hl Ground Snow Wind Seismic Weaftring Frost Line Termite Decay Winter ce Barrier F ood Haz:. ids 1 (4) For roof sheathing within 4 feet of the perimeter edge of the roof,Including 4 feet all each side of the roof peak,the 4 foot Load SPS Depth Design nderlayment i perimeter zone attachment requirements shall be used. �' o��► �� n Temp. lRequired I (5)Tabulated 12 inch o.c.nail spacing assumes roof sheathing attached to rafter/truss framing members with G4.49.17or > 25 psf 140 mph B Severe 36 In. Moderate Slight to 15°F Yes I framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 Inches o.c. to Heavy Moderate (6)For wind speeds greater than 130 mph,blocking is required which transfers shear bad to two additional rafters(3 rafters In t Otho, c� (7)For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. 5U$4 E C E I v E M lz M _.. .___ ..._...._.. _ . .. ._..._._.. ._ . .. . ___,_ f3 0... �;OV 202.2 ND RESISTANT CONSTRUCTION CONNECTORS s°�:°'d rn�° •� � � CONSTRUCTION DETAILS ac WIND LOAD P�ATI-I CONNECTION DETAILS dOfTds,c°s ONN CT1ON LOCA ETON. PART NUM 0 RIDGE—TO—RAFTIMS LSTA24 APPLY TO EACH PAIR OF RAFTERS . RAFTER-Tn—WALL- RT20 APPLY TO EACH RAFTER. . • cn RAFTER—TO—PLATE RTI 5 APPLY TO EACH RAFTER SE WITH_SP TH4 CONNE . 'NOTCHEDRAFTER p • E—To.-m-W SZtJD SPTH4 APPLY TO A 1� 2ND. FLOOR WALL—TO—lST• FLOOR WALL KLFTA OR MSTA36 APPLY TO EA int D RAFTER RIDGE HEADER—TO—JACK STUD LSTA12 APPLY TO EACH JACK TUD CRIPPLE STUD—TO—HEADER RT3 OR RT7 • APPLY TO & ; CRIPPLE TUD '♦ SHEAR WALL HOLpDOm ANCHOR ADS5 APPLY TO • x MUMLEND 1ST. FLOOR—UNDER—S t.L PLATE MSTA36 OR RS16—R �A' UNDER D&MLE SILL PLATE t. USE YIiTH 3" A 1� MOVING FM WmIlammacualrMs ALA _ RAFTERPRS ME 1/2"SPACPIG C V ' 8ETW:EN THS END STUD AWM BOLT �Lt10IV ' ' AND Tt E 2OTHER SMMFOR ALLOWINGCORNER ••.CORNER S7STUD1�lOMOIt®QLT � o� �aT � v . RAFTER HOLDDO LIMN MALLATION , • TO ru�u►��ai+au�r►noa �stoox 7::oC 4) TOT:'PLATE '—FAS T@ WITH(2)184 �LL.RAT3i10l�Rl�A1� 29 xroC � ' • • ' CIMMON ISS a"O.C. TOP PLATE ..._.p • . sarrae� �v Frac e . WALL.STUD SIDEIfYALL ALL t AOR L WALL STUD O 1 . - c M 2M.FLOOR WALL.STUD 0) M 2w.FLOOR PLATE STUD qui WOOO• ' RIS SOJIRD HIEADER . JOCST• SLOCKNO WOOD JOIST 1ST,FLOOR TOP PLAT98 JACR8'nM GIRDERMEADER j1 .10IST 1ST FLOOR WALLSTUD j E WOOMM 0 IST.FLOOR WALL STUD 1ST.FOOR PLATE ' SUM1001R SILL Z 8 � . TERMTESHM WALL STUD 1001 WALL 8= RSI SGAiZD PLATE -- @OtTOIVI PLATE ' . - 0®L.S�1�1�8 .• .. ___.. _ __ SUS FLOOR . BATHTUBDOU�.E SILL PLATE I (TO ON�I.Ap"Is) . .._.... ..._ . _ __•__.._ .. �._ OOUSI.E JOIST' 'Oft DOUSLE JOIST FOUNDATION WALL ` � r • .� ' , y • i •. '� PZ�OF KED' ._. G 884 SS1D� '� E0Ei � E WIND RESI-STANT CONSTRUCTION ' CONNECTORS" z DECK & PORCH CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS CONNECTION LOCATION PART NUMBER NOTES 50e ,o`;LoKn , 40 POST TO FOOTING ANCHORPAU44 " DILT Baan;of Trotees CL 6x6 POST TO FOOTING ANCHOR PAU66 OR WE66 PAU66:--USE w MIN. 1 17" ANCHOR B LT ..- tip 4x4 POST TO GIRDER HEADER BS44 PBSE44 KC44 SE ONE 'TYPE FOR E CH POST - t � 6x6 POST TO GIRDER/HEADER DBS66 PBSE66 KC66 USE ONE TYPE FOR EACH POST N dPOST/COLUMN TO GIRDERMEADER LSJA12 OR *-+ RAFTER 4 • TAIR STRING R C NN CTION TMU26 OR MPA1 E ON EACH TRINGER t . ., RAFTERZJOIST TO HEADER TYDOWN RT R EACH AFTER a . SE ON EACH RAFTER. MPA1 USE ONLY O RAFTS AFTER TO LEDGER BOARD TMU26 OR MPA1 -o W R TMU26 CA NOT E USED LEDGER USE THE FOLLOWING OR. APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. o RIDGE FOLLOW MANUFACTURES RECOMENDE0 INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. Q 01 HEADER Table 3.1 Nailing Schedule(Wood Framed Construction Marxral 2015,Pages 149 and 193) V) RAFTER Nuttiber of Number d ; ,kms{ Common Nass Box NalsNd ftaft V44 ROOF NAILING _ Raft to Top Plate(foe-malted) 3-8d 3-8d per ralber TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALL CONNECTION ALTERNATIVE RAFTER TO HEADER CONNECTION oft Joist to Top Plate(TOO 4054 3.8d 3-8d perolst CellrvJoisttoParallelRaftfaoe-naiad) 6-16d 6-16d each lap Cekv Joist Laps OverParditiorts(Face-naiad) 5-16d 5=16d each lap 9.. Color Tie b Raft(To"hafled) 2-104 2-10dpertler Bkxddng to Rafter(Toe nailed) 2-8d 2.104 each end STAIR TR E A Rkn Board b Rafter 2-164 I 3-184 I peach and �Q1 GIRDER/H E A D E WALL FRAMiNc Z4 y! Z P 0 S'T RI M BOAR Top Plata 10 Top Place(Fede-nailed) 2-16d(i) 2.16d(1) per foot Top Plates at Inter tions{Face fiaNed) 4.164 6.16d joists-each POST/COLUMN STRINGER Skid to Stud"M-naiad) 2-10d 2-16d 24r Q.c. Mader to Header(Face 4014 16d 18d 16-O.C.along edges RIM/DECK JOIST .0 Top or Bottom Plata b Stud(End Nailed) 3-16d 2-40d per stud ° STRINGER TO DECK f PORCH CONNECTION w X GIRO HEADER TO POST/COLUMN CONNECTION 41 Bottom Placa b Floor Joist,Band Joist,End joistor Bbcd%(Face-bled) 2-16d(12) 2.16d(1,2) I parfoot POST TO DECK/PORCH CONNECTION FLOOR FRAMING ay Joist b 811,Top Plate or Girder(Toe 41 4-8d 4-10d per jow V e Bridging to Joist(ToeI 2-8d 2-10d each end (Y Blocking to Joist(Toe led) 2-8d .2-104 each end Blocl"to SIN or Top Rake(Twirled) 3-16d 4-16d each biotic Ledger SMp to Beam(Faoe�latled) 3-16d 4.16d each jour GIRDER/HEAD EID ,last on LedgerJo Beam(Toe led) 3-6d 3-ltid perjow 4 Band Joist 10 Joist(Fnd-naited) 3-16c1 4-16d per jots L ( Band Joist b SNI oI Plate(ToefwW 2-16d(1) 3-16d (1). perfect O. t G I R D E R,/H E A D E ROOF SHEATHING ".. . POST/CQ LU M o JOI S Sawa,Panels(sea Notes 4,6 aid 6) inkft zwo 8d 10d 6'edge/12 field �. POST/COLUMN Perkneter Edge zone 6d 10d 6"edW IS-fiald Gable End Rake whh up to 1'Rake Overhatt!g 8d 10d G edge/E-field G GIRDER/HEADER CEILINGSHEATHiIG Gypsum wallboard W mom sd coolers r edge/10-field WALL SHEATHING Struc lured PeWs(See Notes 1,2,and 3) 8d 10d 6-edge 112-field I GIRDER/HEADER TO POST,LCOLUMN CONNECTION GIRDERZHEADER TO-POST/COLUMN CONNECTION JOIST TO GIRDER/HEADER CONNECTION Gypsum Wallboard5d coolers 5dcoolen; radge/10-field FLOOR SHEATHING • Stuclural Parhets 1'oriels 8d 10d W edge 112-field (1)Ne rig mquirements are based on well tiheathing need 8-o"onteratthe panel edge. Alternate nall1rg schedules shah be used where wd elle Ming nalkV Is reduced. Fa exempla,If wd sheatfiktg is nded 3 khctes m cenW atthe panel edge to obtain higher sliewcapacities,nailing requirements for struchxal members shall be doubled,oraitemole cm*ck nil Shaw GIRDER be used t0 maintain load path. (2)Forwai eheathktg within 4 feet of 5le comers,ttte fourtcotedge zorhe attaChrrierit negtrkemenbl shell be used. POST (3)Tabulated 12 Inch o.a naw spa ft assumes wall aheathkig abc hal b stud framing members with 0.42<G4.49. ` 4 (4) For roof"MM wffhkt 4 ieetof the perimeter edge of ft rod,khcludktg 4 feet on each side of the rod peak,the.4 foot Y WOOD :JOI S pert eterwne attachmentrwiremerts steal be used. a (5)Tabulated 12 khch o c.thaw spedrg swim rod eheetf�hg attached b radler/tales fnardng membeea wtwh G>0.49.Far- CONCRETE PIE[ Y " , GIRDER/HEAD naming mernbm WM<0.42<W.49,the naw spacing steal be reduced to 6lnd eeo.c. • R.v' 12 X 12 X 12 CONCRETE F O 0 T - A,'' (8)Forwind spoofs greaterthan 180 mph,blocking is requlred which transfers shear load b two additional rafts(3 natters in `" `" WOOD JOI S � - A�,'v. Y Y- - (T)Far exlerior penes eking,pMrized box maws shall be permNled b be mftftrbed for corrnon flails. Y ♦ , POST TO FOOTING CONNECTION DECK AND COVERED PORCH NOTES: v � ♦ ` v 1 Lt4w oftrM*nosed,d fisftV nWmW 1n bs tF1 AW peanxa healed kirow. ' JOIST FRAMIfJG FLUSH WITH GIRDER MEADER A�faebaera,Im"sandanonontobe oreImIlesxheei. GiRDER TQ CONCRETE PIER CONNECTION 2?cardersWdKk ormiseobsbaWor«daedbeaahpoatarprerrrenwIsaWm& . Qirden an canasta pion shah be androead whtlt proper steel oornectora andrarad CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA filo oaraaMwNhamt�tnum112'dlaxrlagandarbotwthwaahmaandnu��a 3j,P0W suppor*V ghI@m steal ba s dimad to s 129ttrxlr W*canasta tbotkp Ground Snow Wind Seismic Weathering Frost Line Termite Decay Winter ce Barrier Food Hazards Uses minknu n Wr dl.x r erg snohor bot wth waai m snd Hula.Foodnp Seas Load Speed Depth Design Jndedayment be$&below Wada.Okka wrlh mora ohd haus 1r da.oawxsie pier Y below pis. Ternp. ulred 25 psf 140 mph B Severe 361n. Moderate Slight to 15-F Yes 4}Dock jobb to rwva btockhp ac 8 O aa. W Heavy Moderate 51.A n* m m d 10 tech%W&k p and bs IneW, bahrem the Wil tg and tad w. rk LedWerto be tlsalened b bullrg wM irZ dW boft wllh washes*Mn* yb' at 18'O.G. e}Cmaeha pan and be a mrd t u, r above grade. n AA Jobb fo be auppand wit hsr ma and andvL Each.lobi srwt oho be and Kx `► � � I I 81 Corerod Room ansa be assembled and anchored ft earns nMrner at atypical bu#dtg. {° :,. :�''`•�.>� - E 0 J 1 N _�V _ Z { NOV 0 .� C }. IQ Srn;tftoii ioni+n Board of Crustees_� LL pi v � ex •mo c d o w v -0 . y cn LO to I� AM 4 I L . r d O d Cil .� O •N V - L N tf M i LU TI Tf 31 AII - El- ' i t c i j ► Awa rrAiv- MAVN�..Irl -0-0 -CDkl7— .CTOjZ T-6 21 PY , L.J.- tom; ' ,*UZ t4SNT� t �L ri ; . , Rt,�y rYT.Y,��i.�t�l•... 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I oto it P'i E.�•�"°""'L� � � i k tt �) � � �..i '�-' • OLOW 2x(p STUD E fn C3,0 ,2 - !!D ' PJ`>C3��t �k{X� i w '� S} �/ry� 64A.-Y, / t J�yry�, { {{] II MIS �jy a qA4 GtrA0 \elf Ii KAX L, 2 of q w2A a P Oix 'e '' tLl i1 r wit 0 11 AN V4 - - - to ki 00 r i�f.�� a Board of T'us'.rAs x c a0 a V >1 ct r-&�>41 W C4 W x I 'i✓ `� , Am 12 Ll o L.ON. C N 1 - - M • I{ - of `p --------------------- �o U�t�,� 1 ( b 1•i 1�L,�S.4�L _ lam► fi-o�z 6&-L- .5 _ M Dao X4 447 roc T" kT, ` ` IZx l afr �~� 0`` 71 V ?(Lot) yyt tt e .• ,4 L— for- �,: 5gq