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HomeMy WebLinkAbout1000-122.-3-38 OFFICE LOCATION: Of SOUTy� MAILING ADDRESS: Town Hall Annex ,`4 l0 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 G • Q Telephone: 631 765-1938 ,cOI�COU �ai 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 6, 2021 Re: LWRP Coastal Consistency Review for J. WHATMOUGH 2018 REVOCABLE LIVING TRUST, c/o JEANNE WHATMOUGH SCTM# 1000-122-3-38. Michael Kimack on behalf of J. WHATMOUGH 2018 REVOCABLE LIVING TRUST, c/o JEANNE WHATMOUGH requests a Wetland Permit for the existing 1,227.6sq.ft. 1-1/2 story dwelling and to demolish existing 84.Osq.ft. seaward side porch and construct a 9'0"x28'8'/2" addition (258.3sq.ft.) and a new 9'x6' (54sq.ft.) porch with crawl space foundation onto seaward side of dwelling; and install gutters to leaders to drywell. Located: 180 North Riley Avenue, Mattituck. SCTM# 1000-122-3-38. 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 proposed action is CONSISTENT with the LWRP and therefore 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: Damon Hagan, Assistant Town Attorney Town of Southold a -� � LWRP CONSISTENCY ASSESSMENT FORM r � DEC 0 4 2021 J L_ A. INSTRUCTIONS SaUrr�dld Town Planning Board 1. All applicants for permits* including Town of Southold agencies, shall complete s 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 Dep ht, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# /9,Z -_ - � PROJECT NAME The Application has been submitted to (check appropriate response): FA Town Board ❑ Planning Board❑ Building Dept. ❑ B and orustees 1. Category of Town of Southold agency action(check appropriate r se): (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: �,�/�®L/s1l AX/ST'//VG R"CV C 1 41 V 6 Al Al Al, lF / R Location of action: �8 Q ,�YGe Site acreage: Present land use: /V Present zoning classification: R-4 O 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: H/ Co)Aa- A. &ZLIAC� (b) Mailing address: F a d ox 1a47, 10—yrl-I®LAe &-Y //97/ (c) Telephone number: Area Code( ) 5:: 6,�� (d) Application number,if any: ��tel' Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No X 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 DI—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No Z Not Applicable M®fid S'0 OA,O-W 4 F7 Z 1) C, A Fy� fMMA-Z 17 F,,cD A1A16, 942120 W 4" eau C 1 /V Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LV4'R.P Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes 0 No 0 Not Applicable A/ C oxJ L gErO dR W A/ iya&9909�)60� 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 Z Not Applicable r &4e ,gip' /ice®.4 Cr AWy Z:V UUN relic RZC-r-dy/?C,—C-C Iv Q /AMA CT div VZ '1X—L 4?6' 11'7y 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—PoIicies Pages 8 through 16 for evaluation criteria ® Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No �Not Apphea le enL/C NIA YV 117 "29,1(' Y'/dl1J 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. ❑ ❑ 171 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 ❑ NojFn\ j Not Applicable QZVOZZ Z- 729 AAO AZ-ar L 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 EK Not Applicable O SU Gv LOU 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. nn F-1YeO No X Not Applicable 71/1) pz cAl 0A1 Attach additional sheets if necessary i 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 0 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 r _/CV /l /,/ 4Z(J, ZS AP811049'7 AV 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 M 0 A 6 EAZZY d1V ZEQ PZEa 012 6V IMZ / .3-00 ,x7- 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,9 Not Applicable PREPARED BY . klt,14 rk TITLE DATEZ6 16 V 1ap#or address QV . ----- Ct �; s K' t'�.�.� • •, r .� i t Find tax m ` 11. ��♦ ��,�, _ 1y� —_ _ � •'fix < �,•�'�{Y ttFr t�f�r/`` .ya�' 1 a � ,{ J � ; � �— +c�� ',!`..'"• ^(:cI .:<"i1 S°f+f:L.-',:1��fr �� ', � '{,tea/' t„1,+ � ° z`,\ � - `�,f��- ..-.t-*irA:S�•�ic 'i1+� �f, `� i�''' `�`f, �j.. �`"{t � .r � _k�ti���r`� �i':�•�, � ,# t"'�.'..•a 4i3�����Tr}t•,,•���,va,�l -"-"_. .7 -�_'� r \ ^-���'y\q _ � �s"..�.4a�v ��'�•��`cii'a.R $�'1 ,{.+.- f rp{°:�• + ._! 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'S<i��., i' _ _•fir- 't6Y'.#T�'/v'r, ✓,Y 4 � �"\ � :ice, �' �f•,-�.�•�'- r� ll" •\ .1 r 4 k��.r�•'' ,aSf rt Jr rte° � '.F:, _ .3, - ?•°` `�; ;mss= t., - _ r. � � ��' -o� { Iz :z 4�1 Ol (•7 , +' }4 :`�:kms All, State of hOft EOC'E 0�`N CS . i ' i 0011 QO N _ - - `L c--I w 0 ZONED rP \ 0 5 TFEN C IEIMITS OF CIEARINGJ \ / \ I F%Emm \ ' 8'X3' sm p ` DW EX AC MASONRY LGRADE)) w/PDRTABLE(PlAS11tI SHEDS a E E1I6RNG 1 BUD R EXISTING \ P1-1/2 STY PROPOSED \ 1 STY FRAMED \ ADDITION HOUSE \ EXISTING PORCH \ oaRuw TO BE DEMOLISHED ws urEEA \ zz SO 6' P�OPOSED \ 0 ;PORCH 1zn rn ul 19.0' O 1 � CONCRETE EXISTING WASHOUT N LL STONE ODRIVEWAY O n TOP SOIL I W 1 LOCATION ,I 0 1 in E j 2 234 i " x`11 SILT FENCE I11 TS OF CLEARING) INoo z 711 o 'SW �a 1�r,y 'Z•• 4 i f 16. y j 3 7,�r ,tom• .�, �>, .. 4 • 14 R •., KAREL • '' � 9ti!Iw1N# ji9t ,Milli 11 X• ►" Ilk -- low - ' .: 1 .s' t!. . -dam— IL mm— ` n v ' vmt' .m .n „ yqz •-. f 4,'P,,}'" }Y Citi �Irr 3... A J, y� ra � ,`62'',� o FF���'a �+�;,• �y�i t f• � y 'yG�,� y�9�ge �rC �� �, t +� Ok WXf "N AN y � - ;W,. % � t s_ OF 5WFOLX. .__ 00 r: _ ��PPYYIL wr. SCTM # 1000-122-3-38 ZONE: R-40 DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: 631.298.2250 michael@mchdesignservices.com PROPERTY: 8,979 SQ.FT. 0.21 ACRES ESTIMATED AREA OF 1000 SQ.FT. _ GROUND DISTURBANCE: a��pR r EXISTING HOUSE: 1227.6 SQ.FT. 13.7% EXITING PORCH: 84.0 SQ.FT. TO DEMOLISH 2 CU.YD. EpGE _ y1 PROPOSED ADDITION: 258.3 SQ.FT. 2.9% 75CU.YD. 20 CU.YD. PROPOSED PORCH: 54.0 SQ.FT. 0.6% 2 CU.YD. 1 CU.YD. C L V) �tiOs DRYWELL 8'dia,Tcleep 5 CU.YD. 2 CU.YD. — — _ TOTAL: 1539.9 SQ. FT. 17.2% 84 CU.YD. 23 CU.YD. � � O 0 METES&BOUNDS BY: JOHN EHLERS,LAND SURVEYOR SURVEY DATE: 12-29-2005 _ FIRM MAP 3610300481 G 5/4/98 FEMA FLOOD ZONE ZONE X ` � w _ z � 5 TFENCE(LIMITS OF QEARING) \ I r%Isnrc \ 8X3 ` srooP DW xA \ � I MASONRY ON 6RAOE /PORTABIC IPIASTE) � SIIrD$ a W � o NEW ROOF AREA:587.2 SO.FT p__4 � AT 100%WATER RUNOFF:98 CU.FT. so u o W n PROVIDE(1)8'DIA.X 3'DEEP DRYWELL r Bmnc 1 DRYWELLS CAPACITY:127 CU.FT. NEw � EXISTING \ u,,J, PROPOSED 1-A STY \ �" 1 STY. FRAMED ADDITION HOUSE \\ f OGEE GUTTER-STANDARD 5' EXISTING PORCH ----- \ NOTES: Vol O rFq TO BE DEMOUSHED rzlmn� u AAs METER \ I) ADO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. ['�I 10.6' PROPOSCD O 2).PREPARATION: O ;PORCH , C] A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. z MM 1 Ln B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR W m / ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CON NS. rl 19.0' 1 O C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR O I� METALS WITH PROTECTIVE BACKING PAINT. z 1 � Lu EG ( N I W I z 3.INSTALLATION: STONEA).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. ^� w 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. L� DRIVEWAY CONCRETE 0 1 r—� Q ASHOU/ 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. C] TOPS' OCATIOIN I Iw 1 a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. znO`IB).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT m \•._ I� 23�' I CONNECTORS. O _- 01 1 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL Q saTFENCE(iIMITSOFCLEARINU X22. CONNECTION WATERTIGHT. \ _ �� i DRY WELLS TO BE 10'MIN. 4).PROTECTION: ' A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. AWAY FROM HOUSE Q QV B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL S,��N COMPLETION. O ENZPF O OCT 2 b onol z L w SITE PLAN BoardofTrutes _ _ _ __ �.- _w_1 W SCALE: 1" = 20'-0" 10/25/2021 Q Q o Q'�oFwy < co s 1.E IT o0 SCALE: SEE PLAN c: T, �' ?� N _ SHEET NO: 02502 C7 'Q�FESsloltAP 631.298.2250 michael@?mchdesignservices.com --r EM JL,! _I 1 JT 1�� IZ r i4 _ - -- 1-71 El Li PROPOSED WEST ELEVATION SCALE: 1/4" = 1'-0" V H t� F-1 00 o � J � ' I - F T _ _ - 10/7/2021 L L. -I. SCALE: SEE PLAN "Ero SHEET NO: DE ,A PROPOSED NORTH ELEVATION SCALE: 1/4" = 1'-0" �....._.__ __.. .._.._ .__ _ _ �ii n 5p2 �� s� 631.298.2250 Michael@mchdesignservices.com Vol 0 1-� CL �D Z p4 ---i — — 0 0 __- LLJ TT - -- E-4 11-4w L� w U1 HI ! if -_ - - - - _---- ---- -- 0 III FLA111 _ ---- ( IT4 - PROPOSED EAST ELEVATION SCALE: 1/4" = 1'-0" 10/7/2021 SCALE: SEE PLAN . NE o&Fo;6 SHEET N O m 0725 G 6 2021 €�op,r. of Irir,tnos ------------------------ ------------------------ 631.298.2250 ------------------------ michnel@mchdesignservices.com A C EXISTING SITTING ROOM Vol r z I I 1 I0 1 I I I zg --- tJj o L�j CH F� W w EXISTING KITCHEN r � V o H � EXISTING BEDROOM00 o z z Z 0 u 4!� -- - EXISTING --------- DINING ----------, EK --- - -- EX. BATH •••..JJJ II II II it EX. COVERED PORCH EXISTING LIVING ROOM 10/7/2021 SCALE: SEE PLAN EXISTING BEDROOM OF aEF� y°� SHEET NO. EXISTING 1ST. FLOOR SCALE. 1/4 — 1-0 ^'�^� -- � � LTNPS t vr� r — — — — — — — — — — — I I � EXISTING I INC- STOOP ( 631.298.2250 I I michael@fnchdesignservices.com I i EXISTING V ol CRAWL SPACE S'-1%Z" 4'-11%" a�seee 16X8 VENT Q Q • Q I a p. • • 1 W #4 REBAR I . I 1111 a 1 @12110C 111 I (TYP) LIJ IIII C F---1 I I 111. • H [�] 1 1 lr: I v I sir I 1 ul 2X8 DF#2 @16"OC I . 1 I III , � r•-'-7 V BILCO ENTRANCE •-{ I p i 1 I 11 ® F-� CREATE 36"X24" EXISTING _ W e ACCESS OPENING BASEMENT 00 00 00 I �' °Q o PROPOSED N CRAWL SPACE II Q I X11 Z I .11 � I Ilil 1 i:ll I X111 � I 1111 1 IIII 4 I , Q I IIII 1 I 11 I a I 1111 I 1 2X8 DF#2 @16"OC I 1 un I O , 1111 I I IIII r'I 1 1 n n I I :11 1).8'THICK POURED CONCRETE FOUNDATION,3000 psi.GENERAL I I 1111 CONTRACTOR TO VERIFY HEIGHT INFIELD FOR FINISHED FLOOR I Q I 1 TO MATCH EXISTING.EXTERIOR OF FOUNDATION TO BE I I 111 DAMPPROOFED AS PER N.Y.S.RESIDENTIAL CODE WITH A #4 REBAR i n ; BITUMINOUS COATING. I 1 @ 12"OC 1 C:D� I 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN FOOTING. I I 1 , 1 • 1 (TYP) FOOTINGS TO HAVE 2-#S CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON I D I 1 J 1111 UNDISTURBED SOIL(MINIMUM 300D4 CAPACITY). I 1 a " a ` '4 •• a ' 1 3).FOUNDATION SLAB TO BE 2'THICK(TYPICAL). it ` N U 2SEC RED TO BUILDING CRAWL PACE 1 OEXISTING 4).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES I 11 I TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS I ( � _ w/LEDGERLOK SCREWS1�11 SILL GASKET. LL 1O (2)@16"OC 1111 .-I o I C"J ___�h i___, 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"0 C.AND W/I V-0"OF CORNERS, Q i INTERSECTIONS AND SPLICED JOINTS ANCHOR BOLTS TO HAVE A I Ln 00 11 O I MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO x I 1111 1 BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT 10/7/2021 Q I I 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE I N , , BLOCKING AT 8'-0"O.C.(MAX.)AND MIDSPAN. � Inl 8).FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. I _�_ (2)2X10 ACQ GIRDER— _�_ 111 SCALE: SEE PLAN ` 1 1 T-8" 9).GENERAL CONTRACTOR TO REVIEW EXISTING BASEMENT CONDITIONS ��-- -p 11 1 1 FOR POUROUS CONDITIONS FROM OUTSIDE AND IMPUMENT MEASURES OO 1+n 12"dia.CONC.PIER 1111 TO CONTROL/LIMIT PESTS AND INSECTS FROM ENTERING SUCH AS w/2'X2'X1'FOOTING ' 11 CONCRETE SLAB AT EXISTING CRAWLSPACE(VIF),PATCH VOIDS AT WALLS A' MIN.3'BELOW GRADE 9'-O" 1111 AND FLOORING,WOOD FRAMING,etc.CONTACT PEST CONTROL TO REVIEW ! 7 V SHEET HEET O. 1:11 � , D& d o� CHIMNEY r., Jc�aia PROPOSED FOUNDATION PLAN i!i ''' ; ;(�;0s 072 02ARM SCALE: 1/4" = 1'-0" '` I I��FESSIONP� 1 2`21 ! i r .:vl ---------------------- --------------------- michael@mchdesignservi ces.com A C EXISTING SITTING ROOM f r - - - - - - r - - - - - I I I I I i I I I I I I L - - - - - L - _ - - - J a�A 10'-1" (ADDITION 9'-0") 5'-lY2" 4'-1 lY2" W CW135 P4035 CW135 z W (2)2X12 DF#2 w/1/2"STEEL HDR ---. O 4 (2)2X4 P !!n,2x4 POST(TYP) :(TYP) :I 1 PANTRY 1 1 -- CH W i III Ir"T",� Z � III i (3)1-3/4X7_1/4 MIL (2)1/2"S_TEEU I EXISTING BEDROOM {{{ pr H ° I I KITCF EN I ' R ItT 00 I ' 2X8 DF#2 @16"OC F o I t I 'CL 2 r7.qN III J ___----- IIS -------- t N ' 11 , -------- N(714 III -------- (2)2X4 POST 1 13 (TYP) DINING III --------- �a ISI ^ --------- �J M1).EXISTING PORCH TO BE DEMOLISHED. =>< I( X p� V0 2).USE 3/4"TB:G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITHN I 1 m EX. BATH RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER MANUFACTURE'S INSTRUCTIONS. (2)2X4 POST I'i � (X4 P I I v 3).NEW EXTERIOR WALLS TO MATCH EXISTING HEIGHT,2X4 STUDS AT 16'O.C. PATCH/FILL EXISTING 2X4 WALLS AS REQUIRED. In 7-1/4X5-1/4 1.8e 11 t" PARALLAM (1 I I 4).EXTERIOR SHEATHING TO BE ZIP WALL SYSTEM.USE R-6 INSULATED(1-1/2") 0 COLUMN WALL PANEL TO MEET ENERGY CODE REQUIREMENTS.INSTALL AND TAPE I I I PER MANUFACTURER INSTRUCTIONS. ' I ( — —$'_6"— — — S).PROVIDE 3-2X8 DFp2 HEADERS OVER ALL BEARING WALL OPENINGS 14 UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK ;-I (3)9-1/2 MIL STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH TU G+ 4�z" SIDE FOR MICROLAM HEADERS 6).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS : ENTRY - (MAX 10 OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, o ^ FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. I V �I PER CODE. t : 3)1-3/4 -1/4 2)1/2°$TEFL 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE - - - - — - APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING ' (2)2X4 P T HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. t ' (TYP) 8).INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R30,EXT. WAILS:R19,FLOOR:R21.EXTERIOR OPENINGS MAX U 0 30 3-1/2X5-1/41.8e .f•—(2)2X8 HDR so 3-1/2X5-1/41.8e EXISTING LIVING ROOM10�7�2021 PARALLAM ��1� SL 3'_0" SL PARALLAM 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETRUCK. COLUMN COLUMN 10).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. B E 2X8 DF#2 @ 16"OC �" 11).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. SCALE: SEE PLAN UJ EXISTING BEDROOM 12).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. COVERED H PORCH NE ' (2)2X 16 GIRDER �f g �' DEF L C)� SHEET NO: 10X10 FG COLUMN- (OVER OLUMN (OVER 3'h WALL) -------------------------- PROPOSED 1ST. FLOOR W/6X6 ACQ POST „ , „ ,�• lu SCALE: 1/4 = 1-0 _. ..-.. ._ - I '�. _�` Z -------------------------- � 25 AIM 1 9'-0" �..� 6 2^21 I. I Bo Ari of^!•rlcsr,�n� _.,._.._.-y 631.298.2250 michael@mchdesignservices.com V • I 1 u 1 I OCz ;z) g 1 I w 12 ' 1 0 Lu T-3" 7'-011 1 1 1 1 A281 A281 � 1 ' a w (3)2X4 HDR i (3)2X4 HDR ' h� ' POST 1 ----- -- W (TMP) - J ----- -- ' 1 12 u 2 D ��� ----- -- 1 F� 1 I � u ----- -- 00 ' to O i • o N /Y � 7t I O ----- _ Io ' O mi PROPOSED ATTIC o ---- -- 00 -- -- -- N ADDITION tr N o w --- - -- I m ' � j N , 1-3/4 X 11-1/4 ML RIDGE LL - 1-3/4 X 11-1/4 ML RIDGE ---- -- � ®"'� M O m 0 1 -1 -- -- -- ' X X N LL BO , I I00 12 O 1 1 u (N 6 0 1 1 � EXISTING ' X ' X JP ATTIC 12 ' Op N N \�� 1 2 O _ ti 1 ti , ~ 1 N P , POSTS _ (TMP) \ , 1).INSTALL 2X8 DF#2 COLLAR TIES AT 16"O.C.OR AS SHOWN ON PLANS. r , (3)2X4 HDR (3)2X4 HDR 1 3).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS ' (MAX.10OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, ' FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 00 A281 A281 ' 1 PER CODE. 011 ' 1 3).INSTALL ZIP SYSTEM ROOF SHEATHING OVER ROOF FRAME.TAPE AND ' ' INSTALL PER MANUFACTURER INSTRUCTIONS. 00 00 t , 10 V 1 , O 1 , 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND lo ZD1 12 1 DIRECTLYTOTHE DECK ALONG EAVES. 1 rl 1 ' 5).ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS 1 WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. O , 1 X ' I 6).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT 7 1 I LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. O// ZO2 J. 1 , USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT ' 1 CUTTING INTO SHINGLE SURFACE. I ' i 7).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. SCALE: SEE PLAN 1 00 9'-011 m 1 1 PROPOSED ROOF PLAN �,�� � D� �-o SHEET NO:SCALE. 1/4 - 1-0 c� 5 «, o AMW A 6 � ' W 1 4 � S1 NPS r.. 2 6 2n2 I 1 4 � Eor:;rd" of Truntopr 1-3/4X11-1/4 ML RIDGE 12 631.298.2250 2X8 DF#- @16"OC �Rf michael@mchdesignservices.com 2X10 DF#2 @16"OC FLASH AT INTERSECTION OVERLAY ROOFING MIN V WRAP OVER WINDOW SILL PLATE(TYP). 12 t` 6 � �XIooF#�R R�Iso (3)1-3/40-1/4 ML (3)1-3/4X7-1/4 ML C 2X4 PLATE w/(2)1/2"STEELw/(2)1/2"STEEL 3/4"SUBFLOOR w — - O (T&G FINISHED CEILING) 2X8 DF#2 @16"OC (2)2X10 GIRDER , , X GIRGIRDER R w l , I 10X COLUMN I 6X6 ACQ p POST ap WALL TO MATCH SIDING O I I I I BUILT IN BENCH (/1 ' 5/4 DECKING 3/4"SUBFLOOR — 14, - I I 2X8 ACQ @16"OC II • 2X8 DF#2 @16"OC 2X6 ACQ SILL PLATE TERMITE SHIELD- SILL SEAL v o, 8"PC WALL 6 6 io C? ► DAMPPROOF 0 M 2"CONC.SLAB ` - - - - - v"e - - - ,• �� — - �E 16"X8"FTG (2)#4 REBAR A ' CROSS SECTION A S 8 SCALE: 1/4" = 1'-0" V H � N P4 H 1-3/4X;1-1/4 ML RIDGE Z Z z 2X10 C) I 00 @16"OC zxs,RK(a 16"OC — — all II ` Fm i EXISTING ATTIC io 3/4"SUBFLOOR WTI 2X8 FJ @16"OC r r 5 1-3 4X11-7 8 ML w 4 1"STEEL PLATES I EXISTING 1ST. FLOOR 0 00 .I i� 3/4"SUBFLOOR 2X8 FJ 016"OC * MATCH 10/7/201 2X6 ACQ SILL PLATE � EXISTING � � OVER TERMITE SHIELD 6 8"PC WALL AND SILL SEAL(TYP) ,; DAMPPROOF_ 2"CONC.SLAB m SCALE: SEE PLAN EXISTING FOUNDATION 7 16"X8"FTG (2)#4 REBAR OF El .ySHEET e E ET ii 1�J1^. CO �5 D E� 0'A 11-0i e CROSS SECTION B `', ` �a� 0 502 �`' mom 5 S SCALE: 1/4" = 1'-0" Bct-,rd of Tru^�eQr 1