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Home My WebLink About1000-110.-1-4 SOU��®�® lyC®U ,1,� MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: February 13, 2023 Re: LWRP Coastal Consistency Review for of MARYELLEN DUGAN & DAVID WAGNER SCTM#: 1000-110-1-4 MARYELLEN DUGAN & DAVID WAGNER request an Administrative Permit to remove existing deck and install new 12'4"x37'10" deck with railing and two sets of stairs, and to prune several trees. Located: 1400 West Creek Avenue, Cutchogue. SCTM#: 1000-110-1-4 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-builts are INCONSISTENT with LWRP Policy 6.3 and, therefore, INCONSISTENT with the LWRP. 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 1. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions. The as-built structure (deck)was constructed without a Board of Trustee review or permit. A Wetlands Permit 10028 for the existing deck was not found in Town records. In a 2021 permit for the property,the deck was not mentioned. A 20'wide non-turf but revegetated buffer landward of the tidal wetland was specified in the permit. The attached photos do not correlate to the survey; therefore,the location of the trees in relation to the buffer and house is unknown. The purpose of removing the trees has not been specified. The removal of the trees is recommended as INCONSISTENT with Policy 6. A proposed outdoor shower is shown on the submitted survey. There is no drain. 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 7, . .r "*;_ .. LWRP CONSISTENCY ASSESSMENT FORM (� '1 ::X23 A. INSTRUCTIONS r4a-�CO�nap guard 1. All applicants for permits* including Town of Southold agencies, te this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both.supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Off}ce, the fanning Department, all _local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION fpvo— SCTM#%/10- 00 - 12/, 00 - e9d1t', 02M) �w PROJECT NAME �,/,0 I�,�r��uc�� //��1� UG(� T�� /) L✓ir� The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit, approval,license,certification: Ell Nature and extent of action: Location of action: Site acreage: Present land use: 0fS,�d,✓T,0 t- Present zoning classification: 6 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:'A��14-yx'C��-�✓ ��'� '— J/•d ✓!a ��G—N'-v (b) Mailing address: �.rUI,G �� `✓ � �G�/� % �(� (c) Telephone number: Area Code (d) Application number,if any:, �/8 Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ iN e If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. [:]Yes ❑ No><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 ❑ Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No;?<,Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures,-and natural resources from flooding and erosion. See LWRP Section III—PoliciesPagesS 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 El Yes ❑ No,,C—�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 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 No5d�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 ❑ Ndu 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. ❑ YeF-1 N�Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No� Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ 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. ❑ Yes ❑ No_-'�' Not Applicable PREPARED BY TITLE DATE///W �3 S.C.T.M. NO. DISTRICT: 1000 SECTION: 110 BLOCK: 1 LOT(S): 4 I MOU.P D/RTD 4Y SUNSET PATH / (33' PRIVATE RD.) ORNp� 1 /COPPER PIPE 0.9'S S 8851'20 E ORp`1� 221.91' PROPOSED / /OUTDOOR SHOWgR 4'x5' / L ! l 7 /O I 1 00 S1cr4 k f / GRAVEL Q p I I r I DRIVEWAY may$ I Ac i / ► WOOD ham( I t� i i I 63• ! STOOP... 1 7 2 %3 1 I gy IXISTIN E OFI LAWN 1 :: ::22:5..... GRAVEL 1 1 1 ySITTING 1 I BD7b• < •°°::::::::::::::::. .....::::::::}::::}:: _ 1� J zi 4335 S.F. I 1 'i TIMBER WA /I x I I I ~z 1 x>Ay Ig x i32 i : :i o.1':: CATWALK 4'/1-0 TPA714 1 FLOAT 0- LLi / W x ♦ x k I 1 I WOOD N: 'STI FRhI:: 0 1 BRICK jxx�l0xxx T / Ic I DECK ro ;:.pVYELLING. •� x x x A x I AREA 20' LANDWARD OF 1 I Y XXX x xl w / lid 10 ::• w I�,.� WETLAND BOUDNARY TO BE 1 I x Z I I� of 12.1' REVEGETATED USING NATIVE SPECIES.// j \\ xK N dj ::•:10?' rrw\\ r ` F. j �\ \\ I I 1 : 6.2'. V ¢II 1 1 "::``.`' ` 120.4' UP ►moi \ •• ...:..:.:::..:: A00 O'p :....:.::..'• \ vl rr-' �14 _ 1(- w$ 1�' dt h f n \ 1 w l \ \ 1 .:. ::.22.5':::::::. rya J � \ 1 Z 1 \\ \ \ ':....:{... ..... .24 3'........ o r, _ } N w \ \ p I \ \ \ }::::.:...:..::::::::. 88.3' W i jlp--- t �'w / W \ 1 N 1 \ \ 1\ \ i.�.\•::..1 SI1':::::�:i � 1... 13 j CONC. o 1 \ o p \ ^: ?.: APRON 11' w \ 1 p I \ \ ::::•�.GARAGE::::: ;' z tl �� :.. _ ::::•, �t JAN Z 4 2023 % N ! UNDWARD EDGE OF TIDAL/ WERm%FIAGOED BY \� \ .. .9 $:•: 1 \ \\ \ __-....... ----"'b % GOLE BVWtONNFNTAL SERVICES % JUNE 10,1021 \ \\ \ ` \ \\ \ N GRAVEL DRIVEWAY ON POST\G/(L PIPE OyL` \ REBAR W/CAP 3.8'S\ N 88°20'40"W \ 245.45' 0.81S LAND N/F OF I FEMA MAP#36103CO163H W1260OLLC THE WATER SUPPLY, WELD DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS UPLAND AREA: 30,303 SQ.FT. or 0.69 ACRES AND OR DATA OBTAINED FROM OTHERS WETLAND AREA: 2,095 SQ.FT. or 0.05 ACRES TOWN OF SOUTHOLD AREA: 32,398 SQ.FT. or 0.74 ACRES ELEVA7I01V DATUM: NAVD88 LOT COVERAGE UNAUTHORIZED ALTERATION OR ADDI77ON TO THIS SURVEY/S A WOLA77ON OF SEC71ON 7209 OF THE NEW YORK STA 7F£DUCA77ON LAW. COPIES OF 7711S SURVEY (BASED ON 30,303 S.F.) MAP NOT BEARING 774E LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 1S PREPARED AND ON HIS BEHALF 70 THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU710N DWELLING WIDECK & FRONT PATIO: 2233 S.F. LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING/NS777U770N, GUARANTEES ARE NOT 7RANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE BRICK WALKS: 180 S.F. NOT INTENDED TO MONUMENT THE PROPERTY LINES OR 70 GUIDE THE EREC770N OF FENCES ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS BOAT HOUSE & DECK: 283 S.F. AND/OR SUBSURFACE S7RUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY TOTAL EXISTING COVERAGE: 2696 S.F. or 8.9% SURVEY ORDESCRIBED PROPERTY CERTIFIED T0:DAVID WAGNER; PROPOSED OUTDOOR SHOWER: 20 S.F. MAP OR MARYELLEN DUGAN; TOTAL PROPOSED COVERAGE: 2716 S.F. or 9.0% FILED: FIDELITY NATIONAL TITLE INSURANCE COMPANY; SITUATED AT.CUTCHOGUE MARYELLEN DUGAN; TOWN OF-CUTCHOGUE SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUK LAND SURVEYING, PLLC Professional Land Surveying and Design REVISED 08-20-21 �'►' P.O. Bos 159 Aquebogue, New York 11991 UPDATED 07-15-21 FILE #220-149 SCALE:1"=30' DATE: NOV. 2, 2020 N.YS. LISC. NO. 050882 PHONE (631)298-1588 PAX(891) 298-1588 1nPiGH• UNE ,.-� ,\:` ,1" 'b $'`. - y_ l ` 1 Sao �r oreva•N �` o drg .... �` - ' ,L'r> °♦ A °Loi. 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Y�.Q,,u,.,�• p1a� `\ «� � \ ,1 ,' + :. -w_ .. .� BG,(c) �`\' w �.yn.�•�"'fi6N-'- `3\a.\ 1 �;\ `�_ a� ,O�°� � \ .;O`' 'f ..\\ `\�� CH.D.9 '�e a% nt ',....--:•' �, SCH.D;'15 ;.^ , . . 14 ME.E j/ le 44 -" `,•-+�+,.'\ �.:. `..�>. „ `:'` 13,:"x\ `1•"\ \. r .8 , .;:.+_, ..,- .... ` '196 r. __'^_�, t \ +.:.:J .•�`'�•+• SEESEG NO, ,64Nc) n1( ,+ , - J y -- 1 —!t 1 OA � `•r <. I� f0 fl 6` \ �':\• XIA "I'o � I �rc«xw:°iaep aai_ — no 1. I UNfilT .. /,. , , ,'�.._... :. - ♦, 1. ., � � fifE SEC NO � IIT \...�� /"• \t, .. �:" \: •J _ J' — 1 • 1 t- ¢ „ COUNTY OF SUFFOLK Q. N,. twnce N o0o sEciww. 6WM8iVKF.ttTHUMW 6YE OR Y ____-_ T,NJ Kc prap�rt6'iu: ecvlcez>;ency amwsunwa,n°N oT ten, , w„o. Myo O , 5 W E 90U 110 nw�_ '°'� •' SIFPOUf tA1NM TAx cMY U A 0 __.—_ ,m ___..__ c• ....ws 127) ___ 8 rN.�1Y iuf 2F.•,tE ,t?I.v PROJECT DESCRIPTION Wagner / Dugan Residence 1400 West Creek Ave, Cutchogue Deck Remove existing deck and install new deck per the attached plans. Tree Pruning Prune several trees within the 100-foot zone per the attached photos. PT�.1-A =77- Ld O 44 P4 P4 _ ----- _ a. w w o --_ _____ _•_ _._ _ C) fill Jill I Jul 4t �r�'Drrr"",f'rr{r rw''�'�Nr1rr•+..,crrrc,�`'.'�rsNh!;'./1<5,rrrrr-�''S,'rrf�,'.r,'rrrr�/'1�.r.rr•/;•ri'�rrr.s'1'/strM/./<jfrrrrr�',/<r�rrN:.•^!r.S,rrr``r l.'�'�`NNt.1r.._�.'rrrr`rrr-S5'r'r•_`e/'fS.rr'r_�.-/'i,^•fCfr,','�r%'rr4rrr 1'.�'�<rrrr•_�',:',.'rr,rr/�•iJ�r'%' rNr!,.•�l'-�,_jrCrCrr/�_,'jrr„Nrr•_•/r rs'rrr_'-'r+tNr,..,....,.rrrrrs/''rr•ri./;q.r''r�rf.,C.�-!''i;Nvrj .S'`rrfc�-'rtS1r.”,''�rrrrss,.•r'?/:�ri!"f. �rSrrr�.��''rr r'SNrrrr/r•'frrrr.':''rN-/h S/,'f,rrrf.._�/r.�'frCr,_�s•'rrrrM.f,rrrc�crS r_'•'Ntrry1r/ • WEST ELEVATION_ SCALE: 1/4" = 1-0'1 r.r;rr[r`s��frrr'v•S�r'crC�>'/��•'rrrrn••/•.rcrrr'r',''StNirr,f..''_rrrcrr•'1.is'ru�rr_��.f�:iS'r�-/t','hrr{'-.,<',.'rrrcrrr✓''rs,'lrNru._�/.'!r.rrrr.•Sj°rrh�f�.�."'`crfr��h'�'Ji$sNrj UJ -uw.-s--_�__-_..�-«_�_..--,_+•w--.ms..._.+s++.-�-.s_•u-s_.«_..__-.n'+_._r...:-...t.f._�r.na,...-•+_-t_.�.-.-.�_._r_...•-.S-_.-u_....._.".I�rw_.N-_t_„_r"1�—,._w:_-- w_,-.•_t._-_=m...r-+«r_rw.._q-.:.+',...��—. uj LU CQ O o co Z co 0 n c”) U) 0 CO uj U) LL M ----------- --- ----- DRAWN BY: JF 1/10/2023 ti-S is SCALE: SEE PLAN ..... ..... ...... ------ ;.e C; SHEET NO: NORTH ELEVATION SOUTH ELEVATION- ))3 Liz SCALE: 1/4" V-0" SCALE: 1/4" V-0" u LE u 'I-. W U � 9 W rw O w � � z w � � P4uw O g Q. W w o C) x zoz EXISTING �j ~ V 23 U� 1'-O" LEDGER BOARD TO BE FASTENDED n TO BUILDING WITH TIMBERLOK® SELF-COUNTERSINKING SCREWS i I }}ja•�� BY OLYMPIC MANUFACTURING I (2 SCREWS @ 32"O.C.) i p Ito U ' Z - ia L ' u x `1 w -0 W i V N I X N /1 z m i o i zIr-� z � 6X6 ACQ POST uJ CD 16"X16"PIER I J " _ N MIN.3'BELOW GRADE to LCA (TYPICAL) ' v' O 0 O C� _ O Z co (3)2X10 ACQ GIRDER (3)2X10 ACQ GIRDER -" (3)2X10 ACQ GIRDER (3)2X10 ACQ GIRDER i i 7 ; ` �� --------------------- ` � i -------------`-� �� rte^^ n ' w V J \� 1'-0" 8-il/ 8'-11Y? i 8-11/:a 8i-11/zn � LL O 37'-10"' w CL DRAWN BY: JF FOUNDATION PLAN SCALE: 1/4" = 1'-0" 1/10/2023 '44 °�' '`� �"•� SCALE: SEE PLAN / SHEET NO: ^•.� [t z f �`e�l,` Ali # �f A Alf L /� 6� `t EXISTING HOUSE W Lij U � rw O e v p w W W 37'-10" I t/1 -I 1'-o' 0 Fq F•-� PROPOSED DECK EXISTING TO BE DEOMOISHED AND RE-BUILT I Q O m , FLOOR PLAN SCALE: 1/4" = 1'-0" lu �-� W (�\ Z z ° zLo U J X O N to z00co LDma U) 0 = co RAILING (TYPICAL) W a: 0 co cnU- PPROVED B --� 0 0 M BOARD OF RUSTS :S I a _ 5L4 DECKING TOWN OF SOUTHC LD DBL 2X8 ACQ DJ @16"OC pop EXIST. DATE ,S ----(� — (3: 2X10 ACQ a , ,1 _ G_iRDER ' 2X8 ACQ LEDGER BD. FLASHED,ANCHORED 00 — --- (TYPICAL) 6 _ DRAWN BY: JF 6X6 ACQ ---- 0ST 1/10/2023 • .p °� EXIST. •o a �.. �. •A; :.� _ SCALE: SEE PLAN h a. pb 16"X16" CONIC. ` m o.e•_4 PIERR g � .:g , �,,.; r. �� , SHEET N O 4 •� •4 t t.•, A CROSS SECTION A NM p 2 3 SCALE: 3/8" = 1'-0" A,J"1..sill ,. SK WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS WF Or � / 4'A GIRDER DECKING DECKING 4'DIA.MAXIMUM EXTERIOR W WALL DECK JOIST DECK)01ST 1/2"DIAMETER LAG SCREWS, CONTINUOUS PUSHING.EXTENDED THROUGH-BOLTS WITH WASHERS PAST JOIST HANGERS,CAULKED TO (2)1/2"GALV.OR S.S. OR 5"LEDGERLOK SCREWS PREVENT WATER INTRUSION LEDGER �Oln CARRIAGE BOLTS WITH GIRDER m ♦ W O AND JOIST FLUSH ON TOP ..yL. RIM BOARD CAUI.KTO PREVENT WATER SIMPSON CBS WASHERS AND NUTS INTRUSION LEDGER AND ANCHOR DECKING 1/2"DIA.EXPANSION BOLTS, 1•�'�a JOIST FLUSH ON TOP v EPDXY OR ADHESIVE(PER r••tCONCRETEtl. ►,• POST w x"111 JOIST 1-S/8`MIN.FLOOR 'MIN MANUFACTUREINSTRUCTIONS) d, •� PIER DECK/PORCH RAILING w/�sVASHERT AND NUTS 5"MAX. DECK JOISTS -.-e.r bECKING "MIN. ►,�.:•�� ,• DECKING DECKING Q f�--1 a a'•••' JOIST HANGER •• �• r•, ,� ,� el DECK JOISTS �•f.� 2%ACQ LEDGER BOARD FOUNDATION WALL •�.�,� r_rJ• a' ji•� BLOCKFOUNDATION •►:NOTE: 'r•• DECK 101ST DECK)01ST RAILING W FOUNDATION j •�: TO BE FILLED WITH ��, JOIST HANGER POST WALT. •�Ar�• GROUT AT ANCHOR �j!�� 2X AGO,LEDGER BOARD V • w LOCATIONS O — DMZ HOLD-DOWN 'r'VVL�JJ1, GIRDER GIRDER 0.1M BOARD SIMPSON D LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN.2X8) DECKING Iry—•�1 2"MIN �r O O THROUGH-BOLTS u 5'MAX. DECK JOIST O THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2".PILOT HOLES FOR THROUGH-BOLTS 2'MIN. SHALL BE 17/32"TO 9/16"IN DIAMETER,THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT HEAD AND NUT. SIMPSON CC SIMPSON CBS R)1/2"GALV. WITH/S.S. 2X BLOCKING AT EACH POST O EXPANSION AND ADHESIVE ANCHORS CARRIAGE BOLTS ATTACHED WITH 10d THREADED ANCHOR ANCHOR WASHERS AND NUTS NAILS TOP AND BOTTOM 12"OC STAGGER FASTENERS UTE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD POSE CONCRETE IN 2 ROWS TO A CONCRETE OR SOLID MASONRY WALL AS SHOWN IN LEDGER DETAIL.EXPANSION PIER POST-TO-DECK CONNECTION AND ADHESIVE ANCHOR BOLTS SHALL HAVE A DIAMETER OF 1/2'.MINIMUM SPACING AND 2"MIN. 5-1/2"MIN.FOR 2X8 EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURERY RECOMENDATIONS.ALL O O ® 6-1/2"MIN,FOR 2X10 ANCHORS MUST HAVE WASHERS V 5'MAX. 7.1/2'MIN.FOR 2X12 O ® OLAG SCREWS 3/4'MIN. LAG SCREWS SHALL HAVE A DIAMETER OF 1/2`.UG SCREWS SHALL HAVE PILOT HOLES L-b-MIN. LEDGER L LAG SCREW.THROUGH BOLT, DRILLED WITH 5/16"DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. 4'MAX' OR ANCHOR WITH WASHER LAGBOL75 SHALL HAVE 1-1/2'UNTHREADED SHANK.LENGTH MUTT PENETRATE BEYOND RIM BOARD A MINIMUM 1/2".LAG SCREWS AND WASHERS MUST BE GALVANIZED O0.S.S. CONCRETE LEDGERLOK SCREWS PIER LEDGEkLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT 4'DIA.MAXIMUM BE USED FOR MASONRY,CONCRETE,BRICK VENEER,STUCCO,SIDING,OR RIGID FOAM LEDGER BOARD FASTENER SPACING AND CLEARANCES INSULATION, BOT OMSHALLEBEAMINIMVM DISTANCE Of 3-3/4°FROM ENDS AND 1.3/4" FROM TOP ANDDBOTTOM 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 I.Handrails with circular cross section shalt have an outside diameter of at least 1-1/4 inches and not greater 36"MIN. than 2 Inches-If the handrail Is not circular It shall have a 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. 6'MAXIMUM ON CENTER TO THROUGHBOLTSWITH WASHERS WITH A MINIMUM THROUGH BOLTS WITH WASHERS , JOISTS WITH HOLD DOWN OR 5'LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN OF(19)ed NAILS OR 5'LEDGERLOK SCREWS SIMPSON DTT7,Z HOLD-DOWN 2).Type 11.Handrails with a perimeter greater than 6-1/4 Inches shall provide graspable finger recess area on bothUj sides of the profile.The finger recess shall begin with a STAIR RAILING t 1 • • • _ s s distance of 3/4 Inch measured vertically from the tallest SOLID SAWN DECK 1 1 1 JOISTS DECK 1 1 portion of the profile and achieve a depth of at least 5/16 , FLOOR JOISTS JOIST. 1 1 •. JOIST 1 1 inch within 7/8 inch below the widest portion of the 1 1 s profile.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 THREADEDPEDUP ROD MAY BE SLOPEDTHREAUP ROD MAYBE tallest portion of the profile.The minimum width of the MINIMUM SLOPED UP TO 1:12 MINIMUM 2X6X36' SLOPED UP TO 1:72 LAWAY FROM THE HOUSE ATTATCHED TO JOIST AWAY FROM THE HOUSE handrail above the recess shall be 1-1/4 inches to a GIRDER UVEB WITH(16)10d NAILS GIRDER maximum of 2.3/4 inches.Edges shall have a minimum HANDRAILS JOIST HANGER AND CLINCH JOIST HANGER radius of 0.01 inches. ,—= W W Q) Z lOd THREADED NAIL OR BALUSTERS L�M70 WOOD SCREWS. �•a � a--F• LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) 16"OC EQUAL OR GREATER THAN 3'LONG. STAGGERED IN 2 ROWS OPEN BALUSTER ATTACHED TO WALL z Z Lo • HANDRAIL CONNECTION W ❑ N ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH —/� ' O_jO If BEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH ENDO OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS V, Z �•�/'� CD 6 FT.MIN.EXTENT OF BLOCKING ATTATCHED OUTSIDE MFMB FR TO THE SPLICE END:SPLICES SHALL BE LOCATED ONLY OVER SHALL NOT BE LESS THAN 1-1/4'NOR MORE THAN 2-IN ,� W T INSIDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE O r �\ ATTACH BLOCKING TO DECK WITH 1/2'DIAMETER UG SCREWS. _ 10d NAILS AT 4'O.C.STAGGERED THROUGH-BOLTS WITH WASHERS BEAM ASSEMBLY DETAIL V) co ❑ OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN U) ^' O ^ ' W LJ.. U)atfrer t1/ DECK 1 1 STAIR TREAD U_ • JOIST 1 1 I I RIM BOARD O THREADED ROD MAY BE MINIMUM I-1/2"THICK FLOOR JOISTS SLOPED UP TO HE STRINGER /\ ^ BLOCKING.BLOCKS MUST (SOLID OR WOOD-I) AWAY FROM THE HOUSE Q3 L.L FILL BAY AND FR SNUGLY JOIST HANGER GIRDER JOIST 0 GIRDER/HFADER STRINGER TO DECK/PORCH CONNECTION LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) SPLICED JOISTS OVER HEADER/GIRDER DRAWN BY: )F CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST GROUND WIND SEISMIC FROST WINTER ICE SHIELD FLOOD NAILING SCHEDULE 1�1��2�23 SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS JOINT DESCRIPTION QTY SPACING NOTES STRINGER JOIST TO: 4-Ed COMMOI, PER TOE ®16" C MODERATE SLIGHT TO SILL,TOP PLATE OR GIRDER JOIST NAIL (2)THRU. 20PSF 130 B SEVERE 3Fr. TO HEAVY MODERATE 11 NONE BRIDGING 2-Ed COMMOI, EACH TOE BOLTS 1 SCALE: SEE PLAN TO JOIST END NAIL BLOCKING EACH TOE ANCHOR ,0 1 TO JOIST 2-Ed COMMONEND NAIL WOOD JOIST ANCHOR PIER •' O 16"TREAD 1). ALL FRAMING,CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC,20T6 NYS UNIFORM SUPPLEMENT BLOCKING TO: 3.16dCOMMOI, EACH TOE a� SILL OR TOP PLATE BLOCK NAIL 1 "'.-'4 •. . LEDGER STRIP EACH FACE GIRDERMEADER • , 4 SHEET N O 2). ALL FRAMING MATERIAL TO BE#1 AC PRESSURE TREATED LUMBER. 3-16d COMMO :;4 CONIC.SLAB �q• a Q TO BEAM JOIST NAIL (AS REQ.) ti WOOD JOIST JOIST ON LEDGER PER TOE "�.• •''•'+ 3). ALL FASTENERS,HANGERS.AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL TO BEAM 3-ad COMMo JOIST NAIL .' ) � 8-di.. f• ti DECK PIER BAND JOIST PER END 3,-0„ CONIC. •� V! PER PUN 3-16d COMMO p• P1E0. 4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. TO JOIST Jo1rr NAIL FLUSH JOISTS WITH HEADER/GIRDER _ BAND JOIST TO: PER 2-]6d COMMO 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 a:' (s' 4'.+ THE PROPER STEEL CONNECTOR. •:gI, x f 6). FLASH ALONG HOUSE WALL,OVER LEDGER WITH MIN.10"FLASHING. IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS """" M.r TO ALLOW FOR SHRINKAGE. �j i) , JTI