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HomeMy WebLinkAbout1000-37.-4-9 OFFICE LOCATION: �®f s® 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: 631 765-1938 C®UNT`9,� 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: November 9, 2022 Re: LWRP Coastal Consistency Review for BARBARA A. PAGANO SCTM# 1000-37-4-9 Suffolk Environmental Consulting on behalf of BARBARA A. PAGANO requests a Wetland Permit for the existing 1,319.45sq.ft. 1 Y2 story dwelling with existing 157.25sq.ft. raised stone patio; reconstruct the existing 485sq.ft. seaward side deck; reconstruct the existing 191 sq.ft. landward side deck; and modify the entrance to dwelling by relocating the existing 4'x4' outdoor shower along the southeasterly side of the dwelling over existing stone patio. Located: 2435 Cedar Lane, East Marion. SCTM# 1000-37-4-9 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the as-built structures are INCONSISTENT with LWRP Policies and with the LWRP. 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 9. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions. The as-built structures were built without obtaining a Board of Trustees' regulatory permit. 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 LRECEIVED LWRP CONSISTENCY ASSESSMENT FORM W2022ld TownA. INSTRUCTIONS g 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 Programa 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- supportin2 facts.. If an action cannot be certified as s 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# _ 37 - 04 - 09 The Application has been submitted to (check appropriate response): Town Board ❑ Planning Dept. ❑ Building Dept. ❑ Board of Trustees ® ZBA ❑ 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: Applicant proposes to re-construct the existing seaward deck in kind (485 ft2), applicant proposes to rebuild the existing landward deck (191 ft'-. Location of action: 2435 Cedar Lane East Marion,NY 11939 Site acreage: .25 acres Present land use: Residential w/Single.Family dwelling 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: Barbara A.Pagano (b) Mailing address: P.O. Box 555 • East Marion. NY • 11939 (c) Telephone number: Area Code (631) 537—5160 (d) Application number, if any:. N/A 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? NYSDEC 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. ❑ Yes ❑ No ® Not Applicable Not-Applicable 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 ❑ No ® Not Applicable 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 5 through 7 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This Policy is not applicable 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 Not Applicable. 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 ® Not Applicable This policy is not 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 ❑ Yes ❑ No ® Not Applicable This policy is not applicable to the subject project. 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 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 Not Applicable Not Applicable. Attach additional sheets if necessary. 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 LVV" Section III—Policies;Pages 38 through 46 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and.promote siting of new water-dependence uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria ❑ Yes ❑ No ® Not Applicable 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 Not Applicable. Attach additional sheets if necessary Policy 12 Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes . ❑ No ® Not Applicable Not Ap.-licable. Attach additional sheets if necessary Policy 11 Promote appropriate use and development of energy-and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Not Applicable. PA GANO Property Situate: 2435 Cedar Lane • East Marion, NY 11939 SCTM#: 1000-037-04-09 jr \L\• � _ - ..w., `''.}','1 `vim µ� � SITE LOCATION Va I d: 4�.'..p r,"1:-'tea;�,i,'.�,�'•�b,:idq fi°t' .i t : SITE LOCATION I ,r--'`"'.Y`'t.•R��i.�d't'f`.�'e<`;6"P"7ff:j'";.� PAGANO Property Situate: 2435 Cedar Lane - East Marion, NY . . 000 0- 0• TAKEN FACING SOUTHWEST EXISTING r. SEAWARD t �+fDECK to be REPLACED TAKEN FACING NORTHWE51' in .�T'�� '_�..•. _ r' ...''....; %f EXISTING SEAWARD DECK to be REPLACED PA GANO Property Situate:2435 Cedar Lane - East Marion, NY 11939 TAKEN FACING EAST SCTM#: 1000-037-04-09 TAKEN FACING NORTHEAST EXISTING LANDWARD DECK to be REPLACED EXISTING LANDWARD DECK to be REPLACED t.. - EXISTING LANDWARD DECK to be REPLACED TAKEN FACING NORTH i TAKEN FACING NORTHWEST y EXISTING LANDWARD ~ DECK to be REPLACED SURVEY OF PROPERTY LOTS 134 & P/O LOT 133 - MAP OF GARDINER'S BAY ESTATES, SEC 2 FILED: SEPT. 23, 1927-MAP#:275 SITUATE EAST MARION P/O LOT 133 TOWN OF SOUTHOLD N63052'30"E 132.00 SUFFOLK COUNTY, N.Y. 0 DH_-_ = Om DH 0.5'N ONLINE OH C G) )'OH .` TAX MAP NO.: 1000-0.3700-04400-009000 0 "` OH._ -' P/O LOT 133 > LOT AREA: 7,336.76 S.F. (0.168 ACRES) 0 < 3 I ~ O x ❑A.C.UNIT A o DATE SURVEYED:SEPTEMBER 8, 2022 m 2 Asae�ArrN 36,5 0 0 Illrr ln/ n + DRIVEWAY m O _ c� CTI N 3.7 = c 0 20 40 0) r 7.4 m 0 0 h' Feet o OD \26.3 s 1.5 STORY 0* � SCALE: 1 INCH = 20 FEET O= \�___ .� RESIRD ME N m nl Z _ LOT 134 ^ ENC O o "N #2435 E U1 w in o N { 0 O n D G o n a r D 01 v ccm t Os+ � (JI 36.5 �O 0 Z m°' I m z > O CONCRETE PATO A� U. c 7c 0 O/L 0.31S 'p 2 c r S63°52'30"W ,.2'sFr c '24 WIDE 130.00 CSOg90 PRIVATE r LAND •Ot RIGHT OF WAY LOT 135 z E V E d LEGAL NOTES: / 1.COPYRIGHT 2019 AJC LAND SURVEYING PLLC.ALLRIGHTS RESERVED. 2.UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL ISAVIOLATION OFSECTION 7208. d AJC SUB;UIVISION 2.OF NEW YORK STATE EDUCATION LAW. tf^`(I '') V-'~LAl i� SU -NG PLLC_ _ 3.0NLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINETRUEAND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK OCTI f1 ^O� 6 •.) - ANDOPINION. v I 1 7� L Yr 1 f 4.CERTIFICATIONSON THIS BOUNDARY SURVEY MAP SIGNIFYTHATTHE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE _ FOR LAND SURV LYS ADOPTED BYTHE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.INC.THE CERTIFICATION IS LIMITED TO PERSONS Q ! LAND SURYEYIItiIG & PLA1tiNII�IG'. FOR W OM THE BOUNDARY SURVEY MAPIS PREPARED,TO THE TITLE COMPANY,TO THE GOVERNMENTAL AGENCY,AND TO THE LENDING INSTITUTION USTEDON C THIS BOUNDARY SURVEY MAP. C i`^_- 5.THE CERTIFICATIOATION OFNS HEREIN ARE NOTTRANSFERABLE. i ) MPROVEETHE MENTSORENCRO CHMENTSEXISTIDRARESHOWN,THEM ROVEMENTSORENCROACHMENTSAENOTCOVE ED BY THIUNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOTALWAYS KNOWN AND OFTEN MUST BE SSURVEY. D.IF ANY UNDERGROUND Sputhold Town 77 S. COLEMAN ROAD, CENTEREACH,'NY:'I-4'720` 7.THE OFFSETS(OR DIMENSIONS)SHOWN HEREON rROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR ASPECIFIC PURPOSE AND USE AND THEREFORE Board OfTrustees Q (�(] ARENOTINTENDEDTO GUIDE THE ERECTION OFFENCES,RETAINING WALLS.POOLS.PATIOS PLANTING AREAS,ADDITIONS TO BUILDINGS.AND ANY OTHER TYPE _ -PHONE:631.846`9973 q - OF CONSTRUCTION. �- S.ONLY SURVEYS BEARING THE MAKERS EMBOSSED SEAL SHOULD BE RELIED UPON SINCE OTHERTRAN EMBOSSED-SEAL.COPIES MAY CONTAIN 4 "EMAIL' AJG246@OPTONLINE.NET UNAUTHORREDAND ER MONUMENBLEMODIFOTS E NS.AS DELEPART OFNS,ADORIONS.AESS OTHERWISE V 8.PROPERTY CORNER MONUMENTS WERE NOT SETAS PART OFTHIS SURVEY UNLESS OTHERWISE NOTED. IO.ALL MEASUREMENTS REFER TO U.S.SURVEY FOOT. / L RaYa� a>,B-0a oT-noT " mm.a e m-zo-n /� Imo, ` a.iu i^bJ •ari tm ,�\ -",0_-`.`�_____4� L �O N / ex a� o �x ORIENT v�mmn � 23s t \sv SPaaO PwW Sr'_. �an(c) 11 NARBOR m s A I •' a 4 �`ta.t`� •��,� r 11 E � �u".w.. o...uy __W'__ °W�u. m NOTICE ta'�Y COUNTY OF SUFFOLK © K as SOUTNOLD SELTION NO G, —� (21)- ��Real Properly Tax Service Agency Y E �uu.. ^^---- amu,. --w-- o..iw-- -- `}I��] � C1.11YCeaNriL1-1d,NYtlBat M W ov 037 132 100 P rmcr�.o 0 PROPERTY MAP N N_ N Vol G N o (� CIr Z51 n , Ell O CA) W 1 I I I - (0 I i , I ...n - - - - - - - - - - - - - - - - - - - - - - - - , L - - - - - - - - - - - - - - - - - - - - - - - - , I I t I t I I \ I \ 1 i I o 1 I \\ I \\ 1 I \ I \ I 1 V EXISTING DECK \\ Z w O I \ I \ t ^ I \ 1 \ v ) w 19 z I \ 1 \ W w O In cn Vol N Z O w REPAIR MASONRY SURFACE AS REQ. 00 bo W EXISTING PATIO EXISTING BASEMENT lu • W W -Ej _z yj (D 1c: W z �t- Lsn Co oN X � N A Q -� ul c� zm -rti i i LEDGER BOARD TO BE FASTENDED C/) O cc) I \� I TO BUILDING WITH TIMBERLOK■ W o SELF-COUNTERSINKING 312' OSC SCREWS LL 1 IOop // op ^ o � LL I o a 1 r' I N 6X6 ACQ POST LL w/14"dia.PIER I I X 3'BELOW GRADE 1 V� (TYPICAL) - 1 0 - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - - - • • ` � 7'-11%" 7-11%" DRAWN BY: )F EXISTING FOUNDATION PLAN SCALE: 1/4" = 1'-0" V. . _ .�, C .��3 8/15/2022 SCALE: SEE PLAN 9 PROPOSED FOUNDATION PLAN SCALE: 1/4" = 1'-0" 04, SHEET N O■■ O I i 28'-10" { w u' 1 II Z .01 r' Q Z O o v V° EXISTING DECK TO REMAIN UPPER DECK REPLACE EXISTING DECKINGAND RA LOWER DECK RAILING O 31'-9%" 61-0" 9'-10%" V-104" 61-011 W Z Id FWG 611E FWG8 611R FWG8161111 rn, Z (2)2X10 HDR (2)2X10 HDR (2)2X10 HDR �^ O O Z M EX. 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FLOOR PLAN : ~ ` SCALE. 1/4 - 1-0 t SHEET N O. SCALE: 1/4" = V-011 ' �i�I'�'"LatR�s.f . �a ,. Cfl F CL' f cn >i U Z O _ o Z O v V � Z w ° X � w wz V 0 cn 0 � � V1 EX. STAIR HALL Z cl EX. BEDROOM No. 4 0 w STAIR HALL EX. BEDROOM No. 3 CHIMNEY _ BEDROOM No.4 __ ___ BEDROOM No-3 CHIMNEY Z -- - NEW W STAIR EX. BATH 0 BATH O ; ----------- 0 w PROPOSED 2ND. FLOOR PLAN -� w SCALE: 1/4" = 1`-0" z EXISTING 2ND. FLOOR PLAN z c.0Z Lb w SCALE. 1/4 - V-0" (0 Q N Q0OLO N zm = r�- .� O t- .-. - --- - ----- --- w O o_ Q, DRAWN BY: ]F �e 8/15/2022 { )Ar4.N SCALE: SEE PLAN P SHEET NO: dFFc ,� . a. FRONT ELEVATION Q SCALE: 1/4" = 1-0 L� CV C\7 C_. .-- CV POST CAP _ TREX COMPOSITE TOP RAILLLJ �� WY~—.�,�,._•�...,a�•,� �•1 I • � s.s S INFILL (TYP) 3POST SLEEVE { u. � ¢� +nn."�-•+T' - ^tin,,,: ":may. S 4, dmk � e� CABLE RAIL 11/4 11/2 11/41, TREX COMPOSITE TOE RAIL POST SKIRT O DRINK RAIL ►..� 3 : , .y SELECT FROM ANY FULL PROFILE,SQUARE-SHOULDER DECK BOARDS- 20 NOT COMPATIBLE WITH GROOVED OR SCALLOPED BOARDS. C.O. 1 310 11/4 5/4X6 TREX COMPOSITE DECKING V 3 Z wo 11/4 11/4 11,2 11/4 JI/4 11/2 11/4 DECK RAILING AND DECKING SINK LAV. W.C. C. W.M. D.W. Is• SCALE: 1" - 1'-0" SHO ER F.A.I. 11/4 3 2 x 2 w C.O. I 11/4 g 1 C.O. 1 1/2 3 3 W H 4 — O Y SLOPE"1/4"PER FOOT PITCH TO DRAIN TOAPROVED cn 4"C.I.- SEPTIC SYSTEM TRAP HOUSE � N � Z PLUMBING SCHEMATIC w SCALE: NOT TO SCALE D RAILING (TYP)- - - - - - - - - - - - - - - - - - - < �--� o cz m - - W 2X8 ACQ DJ @ 16"OC I2X8M6: (3) ACQ2X8 ACQ LEDGER NIRDER FLASHED e°6 ACQ POST (TyP) f I I I I I 14"dia. .a t o a. CONC. O o O o 12' 0 0 0 0 2• 2" PIER m d: v d • ° cc Cc luv FASTENERTYPE: SPACING: •v No.8 WOOD-SCREW a. BASED ANCHOR WITH 16"OC 0 . 21n.EMBEDMENT LENGTH • • •• 9 SECTION A 4• 0 No.10WOOD-SCREWS p p SCALE: 3/8" = 1'-0" BASED ANCHOR WITH 16'OC a tin.EMBEDMENT LENGTH 1/41n.dia.LAGSC2EW BASED ANCHOR WITH 16"OC 21n.EMBEDMENT LENGTH w 3/4"APA PLYWOOD Z 1/2-APA RATED SHEATHING SHEATHING GRADE PLYWOOD Z Lo (ALTERNATIVIVE:7/16"O.S.B.) • • •• • • `— z Lo 1/2"APA RATED SHEATHING GRADE PLYWOOD • OO (ALTERNATDIM:7/16"D.S.B.) J N Q X LO FASTENER TYPE: SPACING: '— 0 �+•+ 2X4 DF#2 No,8 WOOD-SCREW O O STUDS U. v- 0 BASED ANCHOR WITH 10"OC ■ M_ WINDOW SILL tin.EMBEDMENT LENGTH �- TYPICAL WINDOW OPENING No,10 WOOD-SCREWS •• LJ • U) 0- 0 C0 PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT NLE ��GTH Lz^OC WITHW st IR Pi nnR THAN 4 FEET 1/41n.dia.LAGSCREW BASED ANCHOR WITH 16"OC 0AMMMS ? ? ? � ? � ? � —c tin.EMBEDMENT LENGTH TYPICAL DOOR OPENING SISTER 2X8s W/EX. STUDS EXISTING ry PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: • ° •° ^^ 2-2X4 DF#2 STUDS CONNECTED ° ° LL AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW OR GALVINRED BOLTS W/WASHERS BASED ANCHOR WITH 8"OC Q) v v THAN 6 FEET 21n.EMBEDMENT LENGTH AND NUTS 6D 2'-0"O.C. EXISTING N0.10 WOOD-SCREWS 6,0 TYPICAL MULTIPLE OPENINGS QED ANCHOR WITH 9"Dc •v PANEL SPAN GREATER THAN 6 FEET 21n.EMBEDMENT LENGTH AND EQUAL OR SMALLER 1BASn. G OR WITH 16"oc THAN 8 FEET 21n.EMBEDMENT LENGTH d•� WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL EXISTING ° AS PER SEC. 8301.2.1.2 NYS CODE: PROTECTION OF OPENING b DRAWN BY: JF WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO * �. a 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 �. :t 4 8/15/2022 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 7> . +�" SECTION B 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. ! ,; �,. .4. a. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. w p ^.,,� �,f �'' SCALE: 3/8" = 1'-0" ° • SCALE: SEE PLAN J e t+ + •,44��f SHEET NO: � a 0 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 4"MAX. GIRDER DECKING DECKING 4"DIA.MAXIMUM r ^ I ! EXTERIOR L WALL DECK JOIST DECK JOIST 1/2"DIAMETER LAG SCREWS, CONTINUOUS FLASHING,EXTENDED "GALV. OR S.S. O z THROUGH-BOLTS WITH WASHERS PAST JOIST HANGERS,CAULKED TO (2) 1/2 OR 5 LEDGERLOK SCREWS PREVENT WATER INTRUSION LEDGER FLOOR CARRIAGE BOLTS WITH GIRDER AND JOIST FLUSH ON TOP JOIST WASHERS AND NUTS RIM BOARD CAULK TO PREVENT WATER SIMPSON CBS ""�• INTRUSION LEDGER AND DECKING 1/2"DIA.EXPANSION BOLTS, ANCHOR "" JOIST FLUSH ON TOP Q EPDXY OR ADHESIVE(PER ea c°- CONCRETE POST FLOOR " "MI N• MANUFACTURE INSTRUCTIONS) a L i • JOIST 1-5/8 MIN. w/WASHERS AND NUTS 10 1.d �° PIER 5"MAX. DECK JOISTS I"•�d�•41 DECKING DECK/PORCH RAILING "MIN. P.•.o•a` O a, a ° a, DECKING DECKING ° >•"' JOIST HANGER "• b a o„° ;y e > DECK JOISTS vab o e•a 2X ACQ LEDGER BOARD FOUNDATION WALL a ° G'e,e a,L NOTE: p' d o.° BLOCK FOUNDATION 9 ..4. a a.4 DECK JOIST DECK JOIST FOUNDATION I> v-a�a: TO BE FILLED WITH n L JOIST HANGERGROUTATr WALL •0 4 a• 'o• LOCATIONS CHOR •ems ebe °• 2X ACQ LEDGER BOARD SIMPSON D172Z HOLD-DOWN v RIM BOARD(MIN.2X8) o GIRDER GIRDER DECKING ..�-� �-1 �>4 LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL 2"MIN. 5"MAX. Pin DECK JOIST THROUGH-BOLTS o z"MIN. z THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2".PILOT HOLES FOR THROUGH-BOLTS (2)1/2"GALV.OR S.S. 2X BLOCKING AT EACH POST SHALL BE 17/32"TO 9/16"IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT CARRIAGE BOLTS WITH ATTACHED WITH 10d THREADED HEAD AND NUT. SIMPSON CC SIMPSON CBS WASHERS AND NUTS NAILS TOP AND BOTTOM EXPANSION AND ADHESIVE ANCHORS ANCHOR ANCHOR W W O 12"OC STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD POST CONCRETE �---�{ 1N 2 ROWS TO A CONCRETE OR SOLID MASONRY WALL AS SHOWN IN LEDGER DETAIL EXPANSION POST-TO-DECK CONNECTION I I AND ADHESIVE ANCHOR BOLTS SHALL HAVE A DIAMETER OF 1/2".MINIMUM SPACING AND PIER V OO © ® © 2"MIN. O 5-1/2"MIN.FOR 2X8 EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATIONS.ALL M 5"MAX. 6-1/2"MIN.FOR 2X10 ANCHORS MUST HAVE WASHERS 7-1/2"MIN.FOR 2X12 LAG SCREWS 3/4"MIN. LAG SCREWS SHALL HAVE A DIAMETER OF 1/2".LAG SCREWS SHALL HAVE PILOT HOLES /1 N 411 MAX. (.-.I2"MIN. LEDGER LAG SCREW,THROUGH BOLT, DRILLED WITH 5/16"DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. v OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-1/2"UNTHREADED SHANK.LENGTH MUST PENETRATE BEYOND (n RIM BOARD A MINIMUM 1/2".LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. CONCRETE LEDGERLOK SCREWS PIER w LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT 4"DIA.MAXIMUM O BE USED FOR MASONRY,CONCRETE,BRICK VENEER,STUCCO,SIDING,OR RIGID FOAM INSULATION.SCREWS SHALL BE A MINIMUM DISTANCE OF 3-3/4"FROM ENDS AND 1-3/4" LEDGER BOARD FASTENER SPACING AND CLEARANCES FROM TOP AND BOTTOM EDGES. 24"X24"X12"CONC. FTG. HANDRAIL NOTES: T BELOW GRADE All required handrails shall be of one of the following types (ALT.: BIGFOOT FOOTING) or provided equivalent graspability. z 1).Type 1.Handrails with circular cross section shall have an F outside diameter of at least 1-1/4 inches and not greater m ' ! r 36"MIN. than 2 inches.If the handrail is not circular it shall have a Uj perimeter dimension of at least 4 inches and not greater than 6.1/4 inches with a maximum cross section of FLOOR SHEATHING NAILING AT 1/2"DIAMETER LAG SCREWS, ATTACH TO I-JOIST 1/2"DIAMETER LAG SCREWS, dimension of 2-1/4 inches. t 6"MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH A MINIMUM THROUGH-BOLTS WITH WASHERS r� JOISTS WITH HOLD DOWN OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN OF(19)8d NAILS OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN 2).Type ii.Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both < sides of the profile.The finger recess shall begin with a STAIR RAILING 7GIRDER • I Idistance of 3/4 inch measured vertically from the tallestSOLID SAWN DECK 1 JOISTSDECK I I portion of the profile and achieve a depth of at least 5/16 FLOOR JOISTS JOIST JOIST I I Inch within 7/8 inch below the widest portion of the I Iprofile.The required depth shall continue for at least 3/8 1-1/2"SPACE inch to a level that is not less than 1-3/4 inches below the THREADED ROD MAY BE THREADED ROD MAY BE tallest ortion of the rofile.The minimum width of theMINIMUM SLOPED UP TO 1:12 MINIMUM 2X6X36" SLOPED UP TO 1;12 handrail above the recess shall a 1-1/4 Inches to a AWAY FROM THE HOUSE A77ATCHED TO JOIST AWAY FROM THE HOUSE WEB WITH(16)10d NAILSL GIRDER maximum of 2-3/4 inches.Edges shall have a minimum HANDRAILS LJOIST HANGER AND CLINCH JOIST HANGER radius of 0.01 inches. 10d THREADED NAIL OR#10 WOOD SCREWS, BALUSTERS AN w LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) 16"0� EQUALSTA GREATEREDIN 2 ROW LONG, STAGGERED IN 2 ROWS OPEN BALUSTER ATTACHED TO WALL 0 + rt ,r �_ 4, +�7 07 s` HANDRAIL CONNECTION W ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH W * a A'"� i `A' to # IF BEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS Z 6 FT.MIN.EXTENT OF BLOCKING ATTATCHED OUTSIDE MEMBER TO THE SPLICE END;SPLICES SHALL BE LOCATED ONLY OVER SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN INSIDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE co f Lo e.. %f` ATTACH BLOCKING TO DECK WITH 1/2"DIAMETER LAG SCREWS, BEAM ASSEMBLY DETAIL z �- 1 r' a _ 10d NAILS AT 4"O.C.STAGGERED THROUGH-BOLTS WITH WASHERS 1 1 1 - 06 OR 5 LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN ° ■ (� •• ° II QOO � e ° ST i i STAIR TREAD Zpp = I` I I RIM BOARD �� O THREADED ROD MAY BE U� r^ co MINIMUM 1-1/2"THICK FLOOR JOISTS SLOPED UP TO 1:12 STRINGER V! O O co BLOCKING.BLOCKS MUST (SOLID OR WOOD-1) AWAY FROM THE HOUSE W Q� V) FILL BAY AND FIT SNUGLY JOIST HANGER GIRDER JOIST LL 0 GIRDERMEADER STRINGER TO DECK/PORCH CONNECTION yj a• LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) SPLICED JOISTS OVER HEADER/GIRDER CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST GROUND WIND SEISMIC FROST WINTER ICE SHIELD NAILING SCHEDULE FLOOD NAIL NAIL DRAWN BY: JF SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS JOINT DESCRIPTION NOTES LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED Qr'. SPACING STRINGER JOIST TO:MODERATE SLIGHT TO PER TOE @16" C 4-8d COMMON 20 PSF 130 B SEVERE 3 FT. 11 NONE _ SILL,TOP PLATE OR GIRDER JOIST NAIL TO HEAVY MODERATE BRIDGING EACH TOE - U- 8/1 5/222 BOLTS TO JOIST 2-8d COMMON 4OLTEND NAIL I BLOCKING 2-Sd COMMONANCHOR "dia.EACH TOE a1 11 TO JOIST END NAIL WOOD JOIST PIER SCALE. SEE PLAN 1). ALL FRAMING,CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC,2016 NYS UNIFORM SUPPLEMENT BLOCKING ATE 3-16d COMMO EACH TOE oe °° 16"TREAD SILL OR TOP PLATE BLOCK NAIL LEDGER STRIP 3-16d COMMOI, EACH FACE GIRDER/HEADER GRA E ° a a CONC.SLAB 2). ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. TO BEAM JOIST NAIL WOOD JOIST (AS REQ•) 4 :� ° SHEET N O. JOIST ON LEDGER PER TOE a °• ,a 3). ALL FASTENERS, HANGERS,AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. TO BEAM 3-8d COMMONJOIST NAIL BAND JOIST PER END 8-dia. o• 'P DECK PIER 4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. 3-t6d COMMo " .�, PIERCON ° PER PLAN Tololsr lolsr NAIL FLUSH JOISTS WITH HEADER/GIRDER 3-0 a> PIER °' BAND JOIST TO: 2-16d COMMO PER TOE NAIL 5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. SILL OR TOP PLATE FOOT ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 4 THE PROPER STEEL CONNECTOR. 6). FLASH ALONG HOUSE WALL, OVER LEDGER WITH MIN. 10" FLASHING. IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE.