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HomeMy WebLinkAbout1000-78.-2-37 OFFICE LOCATION: S�(,��' MAILING ADDRESS- Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) cis �c Southold, NY 11971 �. �� Telephone: 631 765-1938 �f47 c, oo LOCAL WATERFRONT REVITALIZAATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: November 12, 2024 Re: LWRP Coastal Consistency Review for HOWARD & EVA JAKOB SCTM# 1000-78.-2-37 Twin Forks Permits on behalf of HOWARD & EVA JAKOB requests a Wetland Permit to demolish existing seaward deck attached to the permitted two-story dwelling; construct a new 660.5sq.ft. deck at first floor elevation with new double stairs to grade; install an 8'x8' hot tub within the new decking (partially below and above the deck elevation) with locking cover. Located: 2000 Glenn Road, Southold. SCTM# 1000-78.-2-37 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with 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 Town of Southold RECEIVE LWRP CONSISTENCY ASSESSMENT FORM[ NOV O G 2024 J southo2lown A. INSTRUCTIONS Planning Board 1. . All applicants for permits* including Town of Southold agencies, shall complete this CCAF for. proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated..as to its sil nifiduit beneficial and adverse effects upon the coastal 4ca"ch 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 ex,NainM in detail, listing both.supporting and non- supRorting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be ti ndertaken. 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 SCT 1000-78-2-37 - PROJECT NAME. Howard Jakob& Eva Jakob 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: x❑ Nature and extent of action: The proposed project will consist of a demolition of the first floor deck and construction of a new expanded first floor deck with hot tub and steps to grade. Location of action: 2000 Glenn Road,Southold . Site acreage: 0.49 Acres Present land use: Single Family Residence Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant:^ Howard Jakob& Eva Jakob (b) Mailing address: 154 Ashley Place, Park Ridge, NJ 07656 (c) Telephone number:Area Code( ) 201-657-0422 (d) Application number,if any:_NSA _ Will the action be directly undertaken,require fimding,or approval by a state or federal agency? Yes ❑ No M 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 M—Policies; Page 2 for evaluation criteria. Yes ❑ No ❑ Not Applicable The proposed action is a single family residence deck addition. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LVW Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No 0 Not Applicable Single Family Residence deck addition 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 Q Not Applicable Single Family Residence deck addition Attach additional sheets if necessary NATURAL (;OAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III--Policies Pages S through 16 for evaluation criteria ❑ Yes ❑ No Q Not Applicable T_he proposed project includes a small sin le family residence deck addition within a FEMA"X"flood zone. All proposed activities will occur landward of a silt and erosion control fencing. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LINW Section 1H —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No X❑Not Applicable Single Family Residence deck addition elevated above the grade Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Torun of Southold ecosystems including; Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section HI—Policies; Pages 22 through 32 for evaluation criteria. ❑ ❑ 0 Yes No Not Applicable Single Familv Residence deck addition elevated above the grade. Attach additional sheets ifnecessary + Policy 7. Protect and improve air quality in the Town of Southold. See LVdIP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No[ 1 Not Applicable Single Family Residence deck addition elevated above the grade. 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 evaluatiop criteria. ❑ Yes ❑ No El Not Applicable Single Family Residence deck addition elevated above the grade. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastaa waters, public lands, and public resources of the Town of Southold. See LUMP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ YeFj No 0 Not Applicable Single Family Residence deck addition elevated above the grade. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold°s water-dependent uses and promote siting of new water-dependent uses ins suitable locations. See LWki:P Section III--Policies;Pages 47 through 56 for evaluation criteria. Yes 'n No ❑ Not Applicable Single Family Residence deck addition elevated above the grade. 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 LVVRP Section III—Policies, Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable Single Family Residence deck addition elevated above the grade. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. Sine LVVRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable Single Family Residence deck addition elevated above the grade. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LVVRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ❑ Not Applicable Single Family Residence deck addition,elevated above the grade. PREPARED BY Lisa Poyer,Twin Forks Permits TITLE Principal Planner (DATE July 31,2024 „x ,.... W� \ .'�Y c P..,M, ,;,..,�. >..... • M � ,� ,b +L _iP� . sce ssc rau oro a f SLEEPY HOLLOW u�• "”" ,ozs ,os i�� ,or w (q �onKa) °a:w .. _. a ip a rowN a DR a { 10 lG� ♦1 ,U 3,QQt ,J. «, � a \\\s. \'*'\\ t\ ➢ ia, a a� ... _..� � ,,uV., .Qa � .. z 5° ; a- . -i3LENFf `O":. 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Howard and Eva Jakob 2000 Glenn Road, Southold SCTM No. 1000-78.-2-37 Photo ra hs taken: June 28 2024 E Y. .�11nNaM tn..:, � E.r xr s k sfa4i*'4n N.' 4G �9hMiXU .�. si. } � Photograph 1) View looking northeast from the south side of the residence Photograph 2) View looking north from the south side of the residence at at the rear elevation and existing deck arrangement. the rear elevation and the existing deck arrangement. Howard and Eva Jakob 2000 Glenn Road, Southold SCTM No. 1000-78.-2-37 Photo ra hs taken:June 28, 2024 if is IiJ Ilk :fv- IR< 'mod' •) M 5 ,J; t�S���}'�'�3�M� .JF�iI�f'fi...e��: „K. .�F`'�7'•yi `si �[4 "'1 f `}1 tu1,. ® ''19�Y. .�.? ',fit"r �� �' °..t f y�tsL'�,a t'� �r F t ,.�"r ii'•n ,1Y�`�i � '�S w er x ,r +�'lt�.°uu_ k r •i -vl.[ lM�,.'�i,3f+`--.sM.ctm,' a , -:[ ._,:.L`�..;r'V`L, Photograph 3) View looking north from the wetland area along the south Photograph 4)View looking south towards the wetland area along the side of the property. south side of the property. The wetland limit is beyond the row of planted grasses ti \ +13.02 as O RAO +13.01 12.33 y p NN ° ' 0-E FOUND +12 52 i i ' MONUMENT 12.24� p•pp+ o y 13.4 +12.13 1p FE - --_ 12.02 �a9 +13� I 0.4'E i I N q,•pp � °y TC 129 \ \ I BC: 12,6.69 F iE TC: 1 7 I 13.6 BC: 12.56 O 0.7'N0 FUEL y o_ \JAvI TC: 13.28 FILL 7+ BC: 12.98 I -I-12 t C: 1 }F I L`I I I 3 12.85 / 14.0. S o HEDGE BC: 122.85 tp = II *VE p TC. 1 I L1..1 BC: 13.25 0 T ' 17 = SC: 13.77 A/C QM( 7C; 13. UNIT BC: 12.85 W +13.05 13.25 17.0' 13.53 20.9' 00 Z +12.4 GRAVEL DRIVEWAY 'v 12.6+ (0 Q WITH BLOCK CURB GENERATOR (3 FLOOR ELEV: Ln 13.86 Li 7.1' N FLOOD ZONE 2•0' I X SHED ' \ U Z FLOOR ELEV: � 13.86 WOOD a RIM ELEV: a LANDING K QS 12.69 16 TC: i .47 TC: 13.81 a In BC: 12.32 BC: 13.56 � Y. N 2ND STORE 0 C; OVERHANGS 15.09 O ROOF OVER PORCH NN 12.60 - - - 4' +11.3 \ 21.5' FLOOR ELEV: 4 15.68 2 / 2 STORY T 1191 DWELLING 13.3' 2000 UN T # NOTES: W 4-b 4.6' 1. LOT AREA = 21,773 SQUARE FEET TO WETLANDS AS FLAGGED. 2. THE PROPERTY APPEARS AS LOT 20 ON A CERTAIN MAP FLOOR an57.9' 15.58 „ " ENTITLED MAP OF WEST CREEK ESTATES AT SOUTHOLD FILED '10.z10- .98 ` SCREEN ^I �,� : 6 4AUGUST 19, 1963 AS MAP No. 3848. ROOMDECK - "' DECK AB + \ 5'�ra'•,� ." s " 27' 3. ELEVATIONS REFER TO NAVD 1988. in 13' in 4. FLOOR ELEVATIONS ARE APPROXIMATE, FLOOR ELEVATIONS 8/ DEPICTED ARE MEASURED ADJACENT TO THE BUILDING LOT i LOT ENTRANCE UNLESS OTHERWISE INDICATED. 19 ) - /- 21 5. THE LOCATIONS OF UNDERGROUND UTILITIES HAVE NOT BEEN EXAMINED AS PART OF THIS SURVEY. SURFACE EVIDENCE $ FLOOD ZONE X W FOUND WHILE CONDUCTING THE SURVEY IS SHOWN. (0. q ANNUAL _/ 2 6.6+. a CHANCE FLOOD) O +7.8 +7.0 +6.7 O O M The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are not intended to guide in the erection offences,walls,pools,patios,additions to buildings and any other construction. N O Subsurface and environmental conditions were not examined or considered as apart of this survey. N .'a".^ Easements,Rughts-of-Way of record,If any,are not shown,unless otherwise noted. Property corner monuments were not placed as a part of this survey,unless otherwise noted. Certifications on this survey signify that the survey was prepared in accordance with the current existing Code of Practice for Land '3 _ Surveys adopted by the New York State Association of Professional Land Surveyors,Inc.The certification is limited to persons for t...... whom the survey is prepared,to the title company,to the governmental agency,and to the lending institution listed on this a survey. O +5.5ILI Said certifications Indicated hereon are not transferable. O ..w ., O.r <,. �,,..,.. 4.42 Z I 1 I FE 0.4'E Date Revision `I�� +a 5 FLOOE( )ZONE +4 81 Tax Ma : DISTRICT 1000 SECTION 78 BLOCK 2 LOT 37 HEDGE +a.3 I t2'W 4.4 ' PINNACLE LAN D SURVEYORS L L P / / I 4155 VETERANS HIGHWAY, SUITE 11 631.648.9273 / 4' / RONKONKOMA, NEW YORK 11779 WWW.PLSLI.COM ' /2 Q 2029 PINNACLE LAND SURVEYORS LLP LIMITS OF TIDAL WETLANDS AS / '' 96 75 DELINEATED BY TWIN FORKS \ / WOODED PERMITS ON 6/28/2024 \\ / � �- - BOUNDARY & / ct I_09 �.- --�" TOPOGRAPHIC SURVEY ��! 2 AR V EH + NORTHERLY LINE OF W 9g 8? WEST CREEK AS DESCRIBED SITUATE � 36 I ! _ SOUTHOLD H 4 I 4•�5'44 4. 5 1 FlXED12 DOCK TOWN OF SOUTHOLD SUFFOLK COUNTY NY Date Unauthorized alteration or addition to this survey is a violation of Section 7209,sub-tlivisiod 2,New York State Education Law. JULY 16,2024 . , Scale P Sheet No. i j�.7 �� 1of1 ; Project No. Copies of tJikp1r sptvey map not bearing the land surveyor's VIEW: 240192 embossed 4e 'and sghature shan,not be considered to be a "true and valid copy s REVISIONS: SITE DATA PROPERTY: 24.353.113 SF .0.56 ac 18'-0.,MAX. C.to C. PROPERTY WETLANDS: 1,997.22 SF - BUILDABLE PROPERTY: 21,773.0 SF 0.51 ac GRADE ESTIMATED AREA OF 3500;SF u- m a GROUND DISTURBANCE: `L T •7 N • MIN �F T EXISTING: AREA: LOT COVERAGE: HOUSE: 2,415.7 SF COVERED FRONT PORCH: 105.8 SF COVERED REAR PORCH: 185.1 SF PERSPECTIVE VIEW SCREENED-IN PORCH: 83.7SF UPPER DECK: 192.1 SF LOWER DECK: 62.5 SF 36" MINIMUM 2 x 2 EAST DECK: 46.2 SF FENCE POST TOTAL: 3,044.9 13.6% WOVEN WIRE FENCE DEMOLISH: (6 X 6 - 10/10 WWF) LOWER DECK: -62.5 SF -0.28% Z_ FILTER CLOTH � p DESCRIPTION: AREA LOT COVERAGE: QROPF N HOT TUB: 64.0 SF V1 EXPANDED DECK 660.5 SF Q GRAD TOTAL: 724.5 SF 3.25 z O O EMBED FILTER CLOTH DE LL N MIN. 6" INTO GROUND O Z 00 4." COMBINED TOTAL: 3,706.9 SF 16.6% I--1 t7u -� NOTE: ^ METES AND BOUNDS: SURVEYOR: PIMMACLE LAND SURVEYORS MAXIMUM DRAINAGE AREA.j }' z 1/2 ACRE / 100 LINEAR FEET FLOOD ZONE:X&AE AE 6 0 O NYS DEC REF No.: 1-4738.033717/00001 SECTION DETAIL SCTM: 1000-78-02.37LU ►� �-- DATE SURVEYED: JULY 16,2024 U L ELEVATIONS REFRENCE: NAVD 1988 W O w ce SILT FENCE DETAILS Q 4'n z W ESTIMATED EXCAVATION: 10 CY W CL ESTIMATED FALL: 3 CY � � I I „o ,aE ozo N I � r N , I/ VON1 1 1 0oCN 01.14 7� �D w 6.0 N 'moo N �► \ acz 1 I \ o o O 1 � Z N O x1 I I r , 4 \ 13.2' ° _ W ti v' Lu �r \ I _ �I O / 1 5.0' L____,, Lu ? r El °° 2 2 pOCK 'RAM89.8' (EXISTINd DECK TO WETLANDS)` W ° }r�. ° - 000 108.1 PROPOSE K TO PROPERTY) 77 4' (PROPOSED DESK TO WETLANDS) v ____; 1 N 5�' ' a Q , ( 0. uw • _ O 101.71 °oc L____; V 1 'o Lu o 1 z � � , CNr I ?° I-- v / I O X " r .� r I N i Lei. W O / 1 i o Lu V z N Ui 0 o (n I O / • z � N Q 0 . n I u u LJ..I 1 u 20.2' 0 p Q Q 1 V V L� W V �C \ cn � o _ :J o ¢ zO - 1 ` i. 0 - V °� z \ W N 000 _ z x = z O Q H U. 1 \ Lu .6 1 • LL cV � r � 0c) r 3 goo Es".' _ �o o S , 89 osz „ � 75 SETBACK FROM WETLANDS 1 N DRAWN: MH/MS PROPOSED SITE PLAN �a *--; � ' 4 �* SCALE: SCALE: 1" = W-0" SJ , W�, ~. ` '`. JOB#: 8/1/2024 SHEET NUMBER: S S- 1 REVISIONS: I IL I , i e <� ;�� �,. �,. � � � � .,,.�,....�k...�..,.,....,�•.�.,.�,�,-�,�,—. -... .tea..r-„�,..,,.m..-,....-,�.,,,.,.._ ....._..�.b....�„�».,..a..a�+,�«,,.....•�r�,.,,-.,.�N........P.,.,�, ..»,,...�.a--.,R w.a,-,,.�,. .,� O x ray' , EXISTING SOUTH ELEVATION SCALE: 1/4" = 1'-0" A O '24 � � � o 0 0 N v � cr, d � " o" 0 N � � V d 117111 OF - - - - TOP OF DECK EL 15.6' I . 1 A s LL GRADE .� �, ' ��:� Ib EL 10.0' -s DRAWN: MH/MS SCALE: JOB#: ey , , *� � 7/31/2024 PROPOSED SOUTH ELEVATION SHEET NUMBER: tA SCALE: 1/4" = 1'-0" ;..,. -. •. A- 1 REVISIONS: mp Y O F� # �1 f tFpF[ j , � � ���rvc.�.+�n*a.�+'�.*�.em.+�ue.rr,..r..�.m r� a+wvna Amer w.-!n�±*vz^ mwN"•/:�eaMD.r+eMw.w. y g crave• 1�I EXISTING EAST ELEVATION SCALE: 1/4" = F-0" W � O54 � Oox � Q 0 N h O O e-i n O M N x ° w � ------------ ------------ u 0 N DRAWN: MH/MS SCALE: JOB#: 7/31/2024 PROPOSED EAST ELEVATION ��►�. tia�`� SHEET NUMBER: SCALE: 1/4" = V-0" A-2 REVISIONS: 71 E:l 1:1 [:: 1 6 9 i 9 e 1� } i Ir-1V,1 I i EXISTING WEST ELEVATION SCALE: 1/4" = 1'-0" C) 3 � � o � � x o � 0 N O r-+ N v 05 o c po as 2 o O ' w � � _ - - -- --- 5 — - — cu 0 NJ 01 EMm( N d C .�d i DRAWN: MH/MS SCALE: JOB#: 7/31/2024 PROPOSED WEST ELEVATION SHEET NUMBER: ` SCALE: 1/4" = 1'-0" 1``" A- 3 REVISIONS: O M^'-1 h� ATV W h� W � � � O O O � o x o �0 N O h � ' I 1 SCREENEE D-IIN�ORCH , EXISTING UPPER DECK 1 EXIMNG ' ib 1 COVERED PORCH b6 •I�". LOWER DECK ' TO DEMOLISH STEP DO"LANDING C AND THE(2)POSTS N G TO BE DEMOLISHED 1 x Lo 4'.2" 13'-945' 12'•6" 27'.OSh" 57'-6" d � w EXISTING FOUNDATION PLAN EXISTING 1ST FLOOR PLAN SCALE: 1/811 = 1'-0" SCALE: 1/8" = 1'-011 U) u "- cn � v � v � CA EME( r�, 3 H O IRA ,. R*` DRAWN: MH/MS 8 . SCALE: ^.: .> JOB#: 7/31/2024 �► N � SHEET NUMBER: A-4 REVISIONS: e 1 f p - p A v ! m e 1 Y A A • m Y q / i ! m A m 1 t 1 1 m A 4 e y ! 1 / p f q i n ...,...,.---,.. ----. ----....«..--...-..-. ....- «--..,,,...- -- ----------a r ` 4 e r 4 ! e 4 A 1 e b / 1 ! k m A C 4 R A 9 m A 1 e m / A 1 q p k / p ! � e ! , 4 1 I O A I t 1 I , a i , k a r r s A p A I i l e i P / / m 1 i p Y 1r T1,1 I A r e, I 1 r 1 e 1 r R i 1 1 1 1 1 1 1 1 I I e e I i 14 A 7 i B A p a 1 1 q p / Y A IB p / r Ba p e I e A j R t I q , , A , 4 / , A 1 r 41 A , m / 1 I m1 k / I m t W 'F-ySJ,I 1 t /O, m r •i'' ✓' di 1 A I r 1 s rt ... a .. ......-....... 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' 5'-611 5'-6" 51_611 51-61A ol .J 51.611 51.61f 51.611 51.611 I i---------- -�_ ErE_ _ EXISTING(3j 2)c'10 PT GIRDER ' EXISTING\(31?X10 Pf GIRDER _ INSTALL 6X6 ACQ PN 16"X16"X36" r (3)2X10 ACQ GIRDER Or,- INSTALL 6X6 ACQ ON 16"X16"X36" j BELOW GRADE,B EEN EXISTING BELOW GRADE,BETWEEN EXISTING POSTS AS S IWN(TYPICAL) N I I = HOT TUB ACTUAL SIZE POSTS AS SHOWN(TYPICAL) N u j PER MANUFACTURE AS I o 0 O I _g Xg1 4o I I � SELECTED BY OWNERS(VIF) GENERAL CONTRACTOR TO REVIEW I N N v 4o u HOT TUB u IF DECK SUPPORT FOR ACCESS TO HOT TUB FOR REPAIRS j M I o i Q LOCATION I 4 HOT TUB IS TO BECOME AND MAINTENANCE AFTER OWNER f O co il < X LARGER,GC TO CONTACT HAS SELECTED MANUFACTURER AND x � v iT 04 I o ARCHITECT PRIOR TO MODEL.NOTIFY ARCHITECT FOR — M p X �: 2X, 6 ACQ' x v� CONSTRUCTION. STRUCTURAL CHANGES AS NEEDED Q x o 1" m I I DECKING I N w 1 x j 2 m j (3) 064 2X10 ACQ GIRDER 16X16 CONC.PIER ILo _ W/(4)#5 VERTICAL I o � REBAR,EPDXY COATED 1 (2)2X8 ACQ FLUSH � — — W/STIRRUPS @ 6"OC c i , I � ay, ,.� 6X6 ACQ ON 16"X16"X36" (TYPICAL) rn M 91.011 6X6 ACQ ON 16"X16"X36" CJ j BELOW GRADE(TYPICAL) J. BELOW GRADE(TYPICAL) _ (3)2X10 ACQ GIRDER (3)2X10 ACQ'GIRDER (3)2XI0 ACQ GIRDER (3)2X1b ACQ GIRDER (3)2X10 ACQ GIRDER N v ------------- _-__---_-_- _____ _-»-3 2X10ACQGIRDER _ (3)2XIOACQGIRDER o W I, I: 11 •,, 1 (1 - IIII :I11 it •� — — — -----_—.— _'"_. p''d II f�6t1 ii A 1r 1 11 II II ! 7-2 7-2 8`-7" ;; ,�6 g1-6° 81_711 6'-6„ 6 Q O J .II it II II ,I it :I J X� I � >: a I• u n p l r � I • � II II 17 II 11 :I 1 ry 4 ,po:l II II I. II II .I I O41.°'II„�II d _',I�II _�1I1I - 1•I'I1 -•IIr.I- "" -!.IiII -,III.I ---------(------------ -------------------------- - ------------------------------------ 16l WIDE XI2' DEEP CONCRETE FOOTING3)2X10 ACQ GIRDER (3)2X10 ACQ GIRDER IJ--------- AT BOTTOM OF STAIR R u (TYPICAL) 6X6 ACQ ON 16"X16"X36"- N-A 0 131-011 BELOW GRADE(TYPICAL) 15'-4" 25'-8" ol 54'-011 ol A B u PROPOSED FOUNDATION PLAN SCALE: 1/4" = V-0" . . DRAWN: MH/MS SCALE; JOB#: PI 7/31/2024 SHEET NUMBER: A-5 REVISIONS: O F^� V W A B W O p o 0 o EXISTING 00 ~' O /� ❑ CD � i N !I 11 }I II O I ) 1 PROPOSED I !! ! } N N G BX8 HOT TUB WITH LOCKABLE COVER L _i--'i—'i_'i L -L_i'_I'_i -_ Z v� u M o EXISTING LOWER DECK �' m iv AND STAIRWAYS TO BE DEMOLISHEDLo °r-4 u Lu 0 4. Lo Uco v PROPOSED `ao o w E� 0 ------------------ 53'-113/4" PROPOSED ADDITION cn x A B � PROPOSED 1ST FLOOR PLAN '�... SCALE: 1/4" = V-01° DRAWN: MH/MS SCALE: JOB#: 7/31/2024 SHEET NUMBER: A-6 REVISIONS: EXISTING EXISTIN O H O 3'h RAILING TO MATCH EXISTING M^---1 5/4 COMPOSITE DECKING u TO MATCH EXISTING 2X8 ACQ 16" CD EXISTING EXISTIN w (3)2X10 ACQ EXISTING r'1 GIRDER 7 2X6 AC DECKING 1 1� (2)2X8 ACQ `.� FLUSH BEAM 2X10 ACQ @16"OC (2)2X10 ACQ d MATCH EXISTING 6X6 ACQ POSTS DECK SKIRT(VIF) �0 (3)GIRDERCQ (3)GIRDER ICQ (SEE FOUNDATION PLAN a; '• •: FOR ADDITIONAL POSTS) EXISTING GRADE _ b• •° . •° 16X16 CONC.PIER •••'•� •••'•�q •'.� REINFORCED w/ •'.� e• A q (4)#5 VERTICLE e '°` a'°• '° REBAR(TYP) 14 '°11 16"X16"CONC.PIER EPLACE EXISTING HANGERS,STRAPPING,HANGERS,etc WITH STAINLESS STEEL AT EXISTING DECK AND PROPOSED ADDITION. _ O CROSS SECTION A C) 3 8 SCALE: 1/4" = 1'-0" � � A � o 0 0 0 v N � O . EXISTING 0 m o rn O V Lo U ~ U� 0 o I1 EXISTING 3'h RAILING TO MATCH EXISTING V 5/4 COMPOSITE DECKING O TO MATCH EXISTING DBL 2X8 ACQ @16"OC EXISTING o� (3)2X10 REMOVE EXISTING RIM BOARD �] ACQ I SPLICE NEW DECK JOISTS TO GIRDER INSTALL 2X8 ACQ BLOCKING GIRDER BETWEEN JOISTS(TYP) 6• 6X6 ACQ ., i POST (SEE FOUNDATION PLAN •• FOR ADDITIONAL POSTS) e; GRADE ° ; EXISTING i 16"X12"STAIR FOOTING �a�' O °�9'; •; a •°• 'a•°• '• e; 16"X16" • . .. CONC.PIER t�4. of CROSS SECTION B ��- ,. � DRAWN: MH/MS SOS = SCALE: 1/4" 1'-0" 0, :� ,� SCALE: JOB#: f { 7/31/2024 SHEET NUMBER: A- 7 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 4"MAX. GIRDER DECKING DECKING 4"DIA.MAXIMUM EXTERIOR I ' WALL DECK JOISTAM DECK JOIST 1/2"DIAMETER LAG SCREWS, Z THROUGH-BOLTS WITH WASHERS CONTINUOUS FLASHING,EXTENDED OR 5"LEDGERLOK SCREWS PAST JOIST HANGERS,CAULKED TO (2) 1/2 GALV. OR S.S. PREVENT WATER INTRUSION LEDGER FLOOR CARRIAGE BOLTS WITH AND JOIST FLUSH ON TOP JOIST WASHERS AND NUTS GIRDER RIM BOARD CAULK TO PREVENT WATER SIMPSON CBS INTRUSION LEDGER AND ANCHOR DECKING 1/2"DIA.EXPANSION BOLTS, •"e• JOIST FLUSH ON TOP FLOOR "MIN. EPDXY OR ADHESIVE(PER o•b 0°,d a- CONCRETE POST w/WASHMANUFACTURE INSTRUCTIONS) t ' PIER DECK/PORCH RAILING JOIST 1 5/8"MIN. w/WASHERS AND NUTS �• °�•0° 5 MAX. DECKJOISTS �eiob° "MIN. D��•0;4: DECKING D ° °, °e °, DECKING DECKING•O JOIST HANGER e. `•° DECK JOISTS v' • C� ° o �o� e,•° 2X ACQ LEDGER BOARD FOUNDATION WALL $ s °:e,, a, t aP.v° NOTE: <,v° DECK JOIST DECK JOIST •e.o. ° BLOCK TO BE FILLED WITH FOUNDATION G t��,°'• JOIST HANGER FOUNDATION p o•: o: SIMPSON DTT2Z HOLD-DOWN WALL ,> d ,o GROUT AT ANCHOR ,e.�b LOCATIONS 2X ACQ LEDGER BOARD RIM BOARD(MIN.2X8) GIRDER GIRDER DECKING LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL 2"MIN. Z 5"MAX. °• °° DECKJOIST O 2"MIN. ~ THROUGH-BOLTS ' o 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 F��1 HEAD AND NUT. SIMPSON CC SIMPSON CBS WASHERS AND NUTS NAILS TOP AND BOTTOM EXPANSION AND ADHESIVE ANCHORS ANCHOR ANCHOR STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD 1z"oc POST CONCRETE IN 2 ROWS 70 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 @O ® © Qp 2"MIN. © 5-1/2"MIN.FOR 2X8 EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATIONS.ALL V 5"MAX. 6-1/2"MIN.FOR 2X10 ANCHORS MUST HAVE WASHERS O O 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 W 2"MIN. LEDGER LAG SCREW,THROUGH BOLT, DRILLED WITH 5/16"DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. 4"MAX. OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-1/2"UNTHREADED SHANK.LENGTH MUST PENETRATE BEYOND RIM BOARD A MINIMUM 1/2".LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. CONCRETE LEDGERLOK SCREWS PIER LEDGERLOK 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.SCREWS SHALL BE A MINIMUM DISTANCE OF 3-3/4"FROM ENDS AND 1.3/4" FROM TOP AND BOTTOM EDGES. 24"X24"X12"CONC. FTG. HANDRAIL NOTES: 3' 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 shall have an outside diameter of at least 1-1/4 inches and not greater m 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 1-JOIST 1/2"DIAMETER LAG SCREWS, dimension of 2.1/4 inches. 6"MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH A MINIMUM THROUGH BOLTS WITH WASHERS 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 11.Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both A sides of the profile.The finger recess shall begin with a Q 7GIRDER a°• 7' I Idistance of 3/4 inch measured vertically from the tallest STAIR RAILING O SOLID SAWN • DECK I JOISTS . . • • , DECK I I portion of the profile and achieve a depth of at least 5/16FLOOR JOISTS • ' I Iinch within 7/8 inch below the widest portion of theI Iprofile.The required depth shall continue for at least 3/8 1.1/2"SPACETHREADED ROD MAY BE THREADED ROD MAY BE inch to a level that is not less than 1.3/4 inches below theMINIMUMSLOPED UP TO 1:12 MINIMUM 2X6X36" SLOPED UP TO 1:12 tallest portion of the profile.The minimum width of the OAWAY FROM THE HOUSE ATTATCHED TO JOIST AWAY FROM THE HOUSE handrail above the recess shall be 1.1/4 Inches to a7' WEB WITH(16)10d NAILS GIRDER maximum of 2-3/4 inches.Edges shall have a minimum HANDRAILS O H JOIST HANGER JOIST HANGER O AND CLINCH radius of 0.01 inches. ty O BALUSTERS 10d THREADED NAIL OR#10 WOOD SCREWS, LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) 16°p� EQUALSTAGGERED GREATEREDIN 2 ROWAN LONG, STAGGERED IN 2 ROWS OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION o ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH C4 °J 0 OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS IF BEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR � ai 0 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 X LO INSIDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL CO0 ;P. PROVIDE AN EQUIVALENT GRIPPING SURFACE C) ATTACH BLOCKING TO DECK WITH 1/2"DIAMETER LAG SCREWS. BEAM ASSEMBLY DETAIL a w 10d NAILS AT 4'O.C.STAGGERED a THROUGH-BOLTS WITH WASHERS u Ln 600 , OR 5"LEDGERLOK SCREWS SIMPSON D172Z HOLD-DOWN u O °• • • DECK I I STAIR TREAD y •° JOIST I I R U Cn I RIM BOARD THREADED ROD MAY BE SLOPED UP TO 1:12 p 4STRINGER � MINIMUM 1.1/2"THICK FLOOR JOISTS AWAY FROM THE HOUSE D- BLOCKING.BLOCKS MUST (SOLID OR WOOD-I) GIRDER FILL BAY AND FIT SNUGLY JOIST HANGER JOIST W E� GIRDER/HEADER STRINGER TO DECK/PORCH CONNECTION U U Y O LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) ' SPLICED JOISTS OVER HEADER/GIRDER H CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST GROUND WIND SEISMIC FROST WINTER ICE SHIELD FLOOD NAILING SCHEDULE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT NAIL NAIL ` U HAZARDS JOINT DESCRIPTION NOTES (/] � LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED QTY. SPACING STRINGER JOIST TO: 4-8d COMMON PER TOE @IVOC 130 B SEVERE 3 FT. MODERATE SLIGHT TO NONE SILL,TOP PLATE OR GIRDER JOIST NAIL 12)THRU- 20 PSF 11 - TO HEAVY MODERATE BRIDGING 2-8d COMMON EACH TOE BOLTS TO JOIST END NAIL BLOCKING EACH TOE PB44 POST a TO JOIST 2-8d COMMON END NAIL WOOD JOIST ANCHOR PIER 16"T 11 READ 1). ALL FRAMING, CONSTRUCTION, COMPLIANCE TO BE PER 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT BLOCKING TO: 3-16d COMMOls SILLEACH TOE o° ° OR TOP PLATE BLOCK NAIL I LEDGER STRIP EACH FACE GIRDER/HEADER ° ' n CONC.SLAB °. 2). ALL FRAMING MATERIAL TO BE #1 ACQ PRESSURE TREATED LUMBER. TO BEAM 3-16d COMMO ° JOIST NAIL a (AS REQ.) WOOD JOIST °' :� : JOIST ON LEDGER PER TOE a a' °A 3-8d COMMO 3). ALL FASTENERS, HANGERS, AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. TO BEAM JOIST NAIL o 8"dia. , v DECK PIER ,� u•�",. BAND JOIST PER END 14, ° CONC. °' ° PER PLAN , DRAWN: MH/MS 3-16d COMMON T-0" °' �Ac4' „ ' SCALE: 4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. TO JOIST JOIST NAIL 4' PIER r FLUSH JOISTS WITH HEADER/GIRDER PER g' o . JOB#: BAND JOIST TO: 2-16d COMMO TOE NAIL v SILL OR TOP PLATE FOOT 9 ,.a• Y +� 5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 7/31/2024 4° °. 4 �� THE PROPER STEEL CONNECTOR. :P � ' SHEET NUMBER: 6). FLASH ALONG HOUSE WALL, OVER LEDGER WITH MIN. 10" FLASHING. IF ABLE,SET FIR JOISTS APRON.1/4"HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. A- 8