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1000-37.-5-3
OFFICE LOCATION: o��OF SO(/jyOl MAILING ADDRESS: Town Hall Annex O P.O. Box 1179 54375 State Route 25 41 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) v, Southold, NY 11971 Q Telephone: 631 765-1938 i olyCOU ,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: June 19, 2019 Re: LWRP Coastal Consistency Review for KENDALL TODD SCTM# 1000-37-5-3 KENDALL TODD requests a Wetland Permit for the existing 1-1/2 story, 1,479.5sq.ft. dwelling, and to construct a 15'x18' second story addition with a 9'x5' second story deck within existing footprint of dwelling; for the existing 236.8sq.ft. seaward side deck, and to replace existing deck boards and railings; and for the existing 26'10"x12' seaward side arbor/pergola, and to repair any rotted boards. Located: 670 Bayview Drive, East Marion. SCTM# 1000-37-5-3 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 on the new submittal and my assessment, the proposed action is recommended as EXEMPT from LWRP CC review pursuant to -§ 268-3. Definitions: A. Maintenance or repair involving no substantial changes in an existing structure or facility, ll. Additions to an existing building or rebuilt residential structure which results in no net increase in ground area coverage, except where the parcel is located in a coastal erosion hazard area; 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 LWRP CONSISTENCY ASSESSMENT FORM JUN 0 7 2019 ' A. INSTRUCTIONS southol Town 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 siPanificant 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 p` conditions,it shall not be-undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's y,�.,website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# PROJECT NAME The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board[] Building Dept. ElBoard 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) f 4 (c) Permit,approval, license,certification: Nature and extent of action: l88K fly ( A/ef-0 d � Location of action: Oo Z�q U^i e-� p f t i a Site acreage: Present land use: 114a Present zoning classification: d--L C) 2. If an application for tlJe proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: (b) Mailing address: L (c) Telephone number: Area Code( ) (d) Application number,if any: Will the action be erectly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No If yes,which state or federal agency? •y e' 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. 01Yes ❑ No [:] Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWR.P Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No VNot Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP ection 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—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No 21Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Polices Pages 16 through 21 for evaluation criteria Poli ❑ No ❑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 throu 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 ❑ No❑ Not Applicable i Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and waste . See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ElYes El No 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. ❑ Yes[] No iNot 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 0Not 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 th ough 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 Sec ' n III—Policies; Pages 65 through 68 for evaluation criteria. Yes ❑ No ❑ Not Applicable PREPARED BY TITLE DATE .-4,� k S C. Frio, CONSTRIJ, 631-477- �eyr�` 29T! S Lam` 'SRS'' �... 1;��..�.rc�� �:��:n::. _...`a•_.tti__�c^-`=�._s.•.rG`�._..i.....,�i�".`�c. _•w�x:�..a..'�...-��!1`ti:ta.3ic �`.a�� "v ..._ - r Y g. • s r :tom. t .l _!'".tel, ♦ .... 7 * i \` q IMP �.. M P ,P •� 'ry e P P P P � � s�P PPd�� 1, a s y t Ir O 101 i n � m I� 4 3 ORIENT to tow' � `P,•A' �' � � b.2 summa • t sp.S Pwrd �'Mf 1 t Y I IUReoR , To-^" , CT f No„n�c„Eon.h,«1 0960"�Z CcnPNcT.mY..OFn SUFFvO,vLoK, © EM mi mT ' � a SOUTHOLD SECTION NO OU Real roPerty Tax Sece Agency 037 * ruu[ srte. -__-- � .—:,.�... �m o m a mrwct•o 7000 PROPERTY MAP SURVEY OF: PROPERTY LOCATED AT EAST MARION LOT No. 114 & 115 AS SHOWN ON MAP OF GARDINERS BAY ESTATES, SECTION 2 FILED: SEPTEMBER 23, 1927: FILE No. 275 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.T.M. # 1000-37-5 3 � `+ +�_ AREA = 12,336 SF. '�� SCALE: 1"=30' APA 1 2m I NOTE: THE EXISTENCE OF RIGHT OF WAYS. Sollthr,<<f?c;yn WETLANDS AND/OR EASEMENTS OF RECORD ^ -_= RoardcfT'stvs , IF ANY. NOT SHOWN ARE NOT GUARANTEED. SANITARY LOCATION BY OTHERS PUBLIC WATER SERVICE I ' I I A 4)j v i v tihp \ I p�°GF S 66039'00"E OA- GRAVEL DRIVEWAY FMFNp p676.88' W/BELG. BLK. CURB ti i 8' DIA 8' DEPTH LEACHING POOL 1000 GAL POLE \ r� ti6`O SEPTIC LOT 116 TANK �m 20.3611 ,� ' ••�� lj � �1',� TEST 2� 20.9 HOLE LOT 115 v ti 38.5 17.0' /\ 11/2 STORY ^/ FR. RES Kph > FF 16 7 . r I U �p1 T 26.8 7 Z Iu2� RE�CIS m U) .� PROP. LOT 113 m� tim0 m N 2N0 STY N O ADD. 00 o PROP. W WOO° 2ND STY W CVI �2 �0 LO °EOK DECK J N OSE SC,1l 4 O O pG cOtvhc�Rs�^IN TANK °�� m I LOT 114 TIE LINES ALONG HWM. N 66049'50"W 64.69' I p� N 17000'18"W 28.92' a NE � F PILE S 63039'27"W N 87057'53"W 6.0 x 20 22.99' FLOATING 22.82' DOCK ! O E PILE ��v �, ARY�� SPRING POND s ® o SURVEYED BY: Q4ANOS PAUL BARYLSKI LAND SURVEYING PATCHOGUE NY 11772 TEST HOLE DATA I PHONE 631-294-6965 (NOT TO SCALE) I FAX 631-627-3186 BY: ROY K. REISSIG. PE PAULBARYLSKI®YAHOO.COMFEBRUARY 2. 2019 x10:00 AM f MARCH 21, 2019 W 0.0'-3.5' PALE BROWN SM SILTY SAND UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION O Q OF SECTION 7289 OF THE NEW YORK STATE EDUCATION LAW. 2 BROWN SAND COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED OAND GRAVEL SP OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. O_ 3.5'-10.0' GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO .�- 0WATER THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO .............. THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION j LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION 10.0'-15 0' WET SAND i GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL AND GRAVEL SP INSTITUTIONS OR SUBSEQUENT OWNERS 3504 I I I REVISIONS j12 i I I I 1 11 111 11W - 11 1111111 111 1111 � 11 11 11111 111 1111111 Jill �t�o �o O— — -- — 0 IZ 3 � 0 0 N 13 LBIIIIIII 111 -11 ' U Hill I I IT FFT 100 Mill Hill I Jill ♦ ` - a M e^i ♦ , N� M ♦ �, M az U _N CC oa �o�p i Z-1 1-1 1 J r M Jill u 71 Q M d - - - - z 0 FRONT ELEVATION SCALE: 1/4" = 1' Z O E3 E3 I 9'pl� h Q Wz 0 � aw Z � w H Z � x O w Q Q Y O Wo � z wo MAY 10 2019 -00 � W to BoartlfT_�.s DRAWN: MH/MS SCALE: 1/4"=1'-0.. JOB#: ' bmary 14,2019 EXISTING FRONT ELEVATION rk SHEET NUMBER: SCALE: 1/4" = 1' A� i REVISIONS I O 2,� ,D OQ°o 0 ti N a m ti N �n rn >^ 'y 0 7 U - - - - - �G z RIGHT ELEVATION- SCALE: 1/4" = 1' Z O H Q w IT, z 0 � aw Q � w w Q I O WO Z w � J Q -i � m Z)-00OO to L3 I r Ell' & i . DRAWN: MIT/MS n ` 2 'aLv SCALE: 1/4"=1'-0,1 JOB#: l '� p y February 14,2019 EXISTING RIGHT ELEVATION �� ._ , s SHEET NUMBER: SCALE: 1/4" = 1' REVISIONS 0 Yom T� Lu — — — 0 0 ti N f 0 co M U 0 z 0 REAR ELEVATION SCALE: 1/4" = 1' H Q w o0 o �~ rl w Q Y O w - - > � Z co C.0 Eli Q m � i o =- � �rk � N, DRAWN: MH/MS ` �y �► SCALE: 1/4"=1'-0" JOB z+. February 14,2019 SHEET NUMBER: EXISTING REAR N ELEVATIO SCALE: 1/4" = 1' � . .. A-3 REVISIONS Oco 0000 N r ' n M M N m Ln rT m 0 ® ® LEFT ELEVATION o SCALE: 1/4" = 1' Q w Z � w � H w � a O w Q Q� O m OLIN El °° D �� tiO CD U) E3 E3 �;r,�'� , v.��?,����`` r• ' DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: [inn February 14,2019 SHEET NUMBER: EXISTING LEFT ELEVATION SCALE: 1/4" = 1' � REVISIONS �'-�>rb z�%En—,�:�::=�—�-tea�>ibz�rt%ea=FBF=—•—=���izirtsE� �: �i 9X4 POST ON 12X12 PIER(EYP) © O ---�'{1` • • O o OO ,\ ..........................•.......---•--...................................... 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FLOOR PLAN EXISTING FOUNDATION PLAN Q A 1 SCALE: 1/8"= 1' SCALE: 1/8 — w a a Z O ---------------------------------------------------------------------- �' w Q w Q � i 1 i i -- ------------------------------------ - - - - ----------- 4 PLT.Hl 1 1 1 1 Q 1 o w `may w -- H -1 w N E 74 PLT M p TZ 40 TOF-TOR M W Z o O r ------------- --------------------------------------------------------------------------- r r I � I lee DRAWN: � MH/MS ' ' y�• SCALE: 1/4"=P-0" EXISTING 2ND. FLOOR PLAN . G roB#: SCALE: 1/8"= 1' f , 01i ' l, ^ ' 4 Febnlary 14,2019 - R SHEET NUMBER: t�trsqA�S — �_. REVISIONS ' r ---------- - -' - ---------- - ------ �6� -- -- -��� - -- -- -- - - - _.r 1 1 1 1 1 1 1 1 1 1 1 1 t 1 0 0o 1 ' �o O o oO 1 1 © O EXISTING DECK 0 I 13 1 i 1 1 1 1 1 1 1 i I I 1 1 1 1 -------------------------------------------------------------------------------- 0 ------------------------------------------------------------------------------- N 1 1 � U a m M W 1 EXISTING BASEMENT 1 1 z 0 6'-7+/- 9'—J3/4+/ 7'-21/4 +/ �. ' PROVIDE SOLID BLOCKING ' POST DOWN FROM ABOVE POST DOWN FROM ABOVE BETWEEN JOISTS UNDER POST I PROVIDE SOLID BLOCKING PROVIDE SOLID BLOCKING ______ ABOVE- LY COLUMN w/ _+ AS REQUIRED AS REQUIRED ' 3'X 'Xl' NC.FTG. -'- POST DOWN FROM ABOVE BUILD UP BLK WALL AS REQ. 1 1 xp 1 1 `V 1 1 ' Q w CONC.BLK. QI W Z FOUNDATION EX,STAIRS O O ^ -- 16"X8"FTG.w/ PROVIDE SOLID BLOCKING (2)#5 REBAR BETWEEN JOISTS UNDER POST 0 3'eELo,WGR/!DE _ _ _ _ - _ _ _ _ _ _ _ - .EXISTING CRAWL SPACEal Q; a Q 8X16 BLK.PIER w/ LL 1 32"X24"X12" FTG ' C4 7 0 1 I 1 1 O i 44 ----------------- --- ---------- - "REMOVEEX. EXISTING BASEMENT H WINDOW (x - - -+ F--1 1 I FOR ACCESS EXISTING BASEMENT ^Q ' I CN OPENING Q ' BLK PIER OVER EX.WALL —� POST DOWN FROM ABOVE STEP DOWN PROVIDE SOLID BLOCKING EXISTING CRAWL SPACE AS REQUIRED Z J p DUTCH WALL Q a Ld O w0 DUTCH WALL 1 1 W 1 1 0 1 1 1 1 1 / 1 1 ,�/� 1 1 W ' O 0 O 1 1 1 1 I 1 1 1 1 1 FOUNDATION PLAN DRAWN. MH/MS r� SCALE. 1/4"=I'-O" SCALE: 1/4" = 1. .F i �: JOB#: �+ €) .,• Febniary 14,2019 SHEET NUMBER: A-6 w - REVISIONS cl El �.3 U ams ,= � , 5� � �= EXISTING DECK 2� 00° 00 ------------ D If EXISTING SUN ROOM ITHRU BOLT RR I o TO BEAM(TYP) r; ------------------- ---------- N ,�--- ------3CUPpFR---------- -- -y y---_ -_-- ocec - - - - - - - - yDRAIN TO O.S. .1., m (3)1-3/4X6 ML ra+Ln co rn d .r ,It x 2X10 DF#2 XI, I I; O opo n I� RIP TO 2X8 vl . �I CONNECT DRAIN PIPE c 5-1/2X5-1/2 1.8e 1,1 M 5-1/2X5-1/2 1.8e 1 TO DOWNSPOUT EQ. EQ. PARALLAM COLUMN I I iv @16"OC yi I ( PARALLAM COLUMN ; INSTALL REQUIRED LL AS j P6040 TW3046-2 z 0 x i I (2)1-3/4X14 ML I I 3-1/2X3-1/21.8e PARALLAM COLUMN (I (2)1-3/4X1 ML UPSET I,I BEAM ------------- ----------- I a F�`�--------- -�--�-�---- _ - - - - - III I I Im � 1 I I 1 11 11 fl 11 n 11 1� 1 1 IS 1 I 1 I 1 n u fl n n n 112 DN EX.DORMER i t I I I 1 1 I I 1 II 11 N It It II ILI I I ' 1�1 I ti 1 I 1 1 u fl x fl n fl n" ABOVE i t I I I I 1 I 11 q 11 11 11 IIN I I i t I� 1 1 I I 1 fl 11 fl 11 N 11 1^ I I I I L-uj 1 1 1 I 1 11 11 111 11 11 11 11� I I V 1 �' w .FAI ,1 r 1 @7,1/z"M'ISg I - — - - EXISTING BEDROOM O = z (3)1-3/4X7-1/4 L FLUSH BEAM H-1 N DIRECT-VENT GAS FP VERIFY a; a ----- I , EX.STAIR DIMENSIONS AND SPECIFICATIONS -j Lu PER MANUFACTURE LL ce L^,I o J I 0" 3� » 3'-2" 5 1 ' I -5 eEXISTING LIVING ROOM W z xloc x i I I ^ (((4)2X4 I ,------ 1li Cl w i I I , DF#2 I ------ i Q �I� I I L — — — — — — — — — — — — — — — — — — -1 �------ I ' ^ In 0 - J i ----- - - - - - -2 0- - - - - - - -`J-------- i I 5 0" F--1 0 c) .\ I 1 1 I a O I O •---------- -(D ( / - REMOVE EXISTING __-- ' _-_-- P w "' I STAIRS TO 2ND.FLOOR - 1I N In II I W I � � ni r J i�' i • - m W/D O I I I I I L ----------- ----- -----'-----"---+��'------ '---- � -- -- -- • - ----- ---- ------ -----1' ------------ _O ----------------- - -------- - - ---------------- ------ - ------------------ --------- - -- 3X3Xi/4 (3)1-3/4X20 ML w/(2)5/W-STE-E U-P-S E4v3X3X1/4 2'-6" 5-0" TUBE STEEL TUBE STEEL ----- ----------- ------ ----- h--I EXIST. Q i 0 o BATH I ; EXISTING KITCHEN OO 0 EXISTING DINING ROOM N I (ALTER) ° = cc F II EXIST.11/2 BATH o EXISTING BEDROOM Lu (EXP,�ND) N cxN 3, n a ' II^ ------- --------------------- ------------------ n - - - - 1--1 AAN4034 V 4,-2" t of - - - - 0 WO EX. PORCH �- .-t 0 0 w 00 o ol z �--i w p QI O -� o I 11 I r m 0 o WALL LEGEND r--------------, --------------- WALL TO BE REMOVED EXISTING WALL PROPOSED 1ST. FLOOR PLAN w � � NEW WALL nq s` �. "' ^; DRAWN: MH/MS N TE SCALE: 1/4" = 1' _ '" -�,� N :r ;; SCALE: 1/4"=1'-0° O ,e a . N 'r' l. JOB#: DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL [INT.:2X4=4-1/2",2X6=6-I/2",EXT.:2X4=4-",2X6=6"] ''' ! -, iw February 14,2019 DIMENSIONS OF NEW WALLS ARE FROM STUDS i SHEET NUMBER: [EXT./INT.:2X4= 3-1/2",2X6=5-1/2"] f• .7 ce11, REVISIONS o��o a00 ------------------------------------------------------------------------, O I I , I I I I I -____-µ_____{i-_-_-.}I----_��.___-.��__---I�_----µ--__-y.,_____.E,_____-4,_____IF.___--II-_____N ------n-----n-----TI-----1r-----Ir-----Ir-----(T-----n-----ll-----71-----1r-----Ir-----n II II II II II II II II If II 11 II 11 I , II 11 II 11 II II II 11 II II II II II N _ __11 _JL____JL__ ____LL_____L__ _____11_ _ _IL_____U etl I , tt-----11_____YI-____'71-____-II-_____IT_-___It_-___tt_____'tl----_-tl---_-fir_-___IY--__-ti I r , „\ I 9'-0" 1 II II II 11 II II II II 11 II II 11 11 U U] H II 11 II 11 II II II II II II 11 II II II II II 11 II I , ----u Il 11 II II II II II II II 1 1 -– u-----H-----1'–––––''––––––'--––––I1–––––u–––––L–––––1'-----1'–––––JL––––– I ' 11 II II 11 11 11 II II 11 II II II II � C..1 � � � 3'h RAILING II II II II II II II II II II II II II U u�. v 11 II II 11 II II II 11 II II II II II ri) O tp tl+ > n n n n n II n n n n n n II ^� 20 o —3�h , II II II II II 11 II 11 II II II II II I 1 ------"----- -----"--- "-----"-----"- --"-----" -- - "--- 11_ _ II 11 0 I DECK In I µ-----4-----;I-----��-----'�-----'�-==--u-----u=--=-�---__��-__-_��-----'�-----u � v I I ------II 11 11 11 11 11 II II 11 11 11 11 11 Q+ M I EQ. EQ. , II It 11 11 II II II 11 11 11 11 11 11 IIC I II II 11 11 II 11 II II II II 11 11 II y 1 I II II 11 II II 11 II II it II II II II � II II 11 II 11 II II II II II II 11 11 � CW145 FWG80611L CW145 ' ------'------"----- ------ "------------'r-----'*------'--------------------------II r-----�; a - ' „ REPLACE EX.WINDOW EQ. EQ. ----------, WITH TEMPERED GLASS CW24 PER NYS RES.CODE CW24 ' _ 4'-71/2" 0 (O Z 111 , 11111 , 1 , O MASTER BEDROOM �N 2'�° Th RAILING 9 8'-1�/z" '-0" c 1 �- w z �j HALL -Lo (FORMER BEDROOM) N c EX. BEDROOM Q U v 2 4 ' Un O O 14'-91/2" 2 2» 12'-21/2" 2'', > °° 9'-8" Q Q _ i [--,/MASTER BATH 0 i (EXPANDED) z ' -------- --- ------------- - -------- -I -- - -'--- --------------------- - --- ------ --�-- --- ----------------------- ' I � I I I f 1 C13C13 C13 C13 I Q I I 1 4'-0" 17'-9" 25-0" 4'-0" ' , I I I I ' I 1 , , 1 1 1 I N 1 I I IL I > O 1 , I , 1 I o w ' z WALL LEGEND M'-'� w 0 i 1 ----- � H ------, WALL TO BE REMOVED -----------------------------------------------------------i 2 ` 1.EXTENSION PLATE HEIGHT TO MATCH EXISTING(T-4"). m � EXISTING WALL 2.EXISTING FLAT CEILING TO BE RAISED TO 8'-6"max. O O w � U) NEW WALL 3.REPLACE AND RELOCATE EXISTING WINDOWS(SEE PLAN). PROPOSED 2ND. FLOOR PLAN NOTE: 4.EXISTING STAIR TO BE REMOVED AND REPLACED/RELOCATED. < DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL SCALE. 1/4" = 1' [INT.:2X4=4-1/2",2X6 = 6-1/2",EXT.:2X4=4-",2X6 = 6"] 5.BATH WALLS/CEILING TO BE MOISTURE-RESISTANT.SHOWER AND BATH AREA TO BE CEMENT BOARD AND TILED. J DIMENSIONS OF NEW WALLS ARE FROM STUDS [EXT./INT.:2X4= 3-1/2",2X6= 5-1/2"] 6.INSTALL SMOKE AND CO2 DETECTORS PER CODE. DRAWN: MH/MS b ` SCALE: 1/4"=1'-0„ e�'r -.,a.•.^ 'c�,� ' JOB#: February 14,2019 SHEET NUMBER: je 1 k;r -8 Y � pF '� ,,.. . REVISIONS O DO O 0 *_____;1-----41...____-4�_____14-_____µ-----{.1-----y,-----.{I__-__��_____14------N � -----R-----Tl-----TI------7r-----Ir-----Ir-----rf-----IT------n-----Z1------lr-----Ir-----n tom" n n n n n n n n u n n 11 n n u n u n n n n n n n n n n n n n 11 n n n n n n n n V Ln ^ II II II II II II II II 11 11 II II It N\ I-� _ __LL_____L_____11_____JL____JL_____11_____LL_____L_____11_____11_____JL_____IL_____V I� M ti -----n-----r-----il-----ii-----1r-----It-----Ir-----n-----YI-----it-----t -----it-----i PROPOSED ADDITION EXI TING ROOF if if if 11 It It II 11 11 II II II II II II II I II II .y" V II II 11 II II II 11 II II II � II II V �; CCI � W 11 11 11 II II II II II II II I II II � ' r o � -----u-----L----- '-----�1------1L-----'1-----u-----L-----1'-----1'----- L----:L----_U II 11 II II II II II II II II I 11 II ''i1 7� II II 11 II II II II 11 11 II I II II � V � II II 11 II 11 11 II II II II I II 11 ^ II II II II II II II II II II I II tl � � PROPOSED II II II II II II II II II II I 11 II BALCONY 11 II II 11 11 1t 11 11 11 11 1 11 11 '� II II II II II 11 II 11 II II I II 11 II II II II 11 11 11 11 II II I II II II II 11 11 II 11 II 11 II II I 11 11 II II II II II II II II II II I 11 II II II II 11 II II 11 II II II I II II 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 I I 11 11 11 Il 1 , O 11 (J12 11 11 11 1 , l 1 1 O I I 1 1 1 1 1 1 LL ROOF AREA:A:40 SO.FT.ALCOz �'� TOTAL YAREA:7.5 SD.T. T00% AREA RUN SO.FT. O I 1 +/- 1 ' ------------- 1 1 --------' Q , 1 to 1� ' 1 AT 100%WATER RUNOFF,2"/HR — 1 1 105 CU.FT. Q 1 1 - - 1 PROVIDE(1)6 DIA X 5'DEEP DRYWELLS Q V 1 1 O DRYWELLS CAPACITY:111.6 CU.FT. 1 1 I I 11 1 1 11 11 1 1 11 (D Q 1 1 1 1 1 1 ^ � OCEF GUTrER-STANDARD 5" , 1 (' NOTES: 1 1 -- -_• r---------------,`-------------------• •----- ply I 1 1 1).EXECUTION: O 1 1 l e l 1 1 O A),DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 1 1 1 1 1 1 1 I 1 1 I , Ln 2).PREPARATION: 0-- 1 1 1 1 1 1 1 1 1 ' 1 1 X A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. 1 1 LI..I V 1 / B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR I I , ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROTECT CONDITIONS. C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR 1 1 1 1 1 1 O 1 1 1 1 1 1 O METALS WITH PROTECTIVE BAaaNG PAINT. 1 1 i , 1 1 12 11 11 I I ZO 11 1 1 11 3.INSTALLATION: 1 1 1 1 1 1 1:0 A).A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1 1 1 1 1 1 V 1 1 1 1 l I).GUTTER TO 8E PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ( , ACCESSORIES. B).ALUMINUM:RTV AND CAULK WITH A BUM SEALANT SLIP JOINT 1 1 GONNECTDRS. 1 1 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL I •___________________________________________ t------ •__-_-_-_-__--___-______-______------ ----- •_____-__---------_-________- CONNECTION WATERTIGHT. -- -- -- -- ----- --- ----------------- - -- --- - -- ------- ----- ---------- + DRY WELLS TO BE 10'MIN. a).PROTECTION: AWAY FROM HOUSE A) PR PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF OTECr, B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL PROPOSED ADDITION EXISTING ROOF COMPLETION. � � O 0 00 O w0 > w z w o O r'1 m � 1.INSTALL 1/2"SHEATHING OVER NEW ROOF. I-- O W 2.REPAIR/REPLACE EXISTING ROOFING. 3.INSTALL 15#FELT UNDERLAYMENT wI ROOF PLAN ROOFING TO MATCH EXISTING. SCALE: 1/4" = 1' "'11111 IA sc DRAWN: MH/MS SCALE: 1/4"=1'-0" P JOB#: Febmary 14,2019 SHEET NUMBER: �; lip .9�� REVISIONS 2X8 DF#2 RIDGE 12 2X6 DF#2 �( RR @16-OC ' 2X6 DF#2 C1 16"OC Lr_ -- - - 1 1 1 1 I 1 1 1 1 1 3 I 1 1 1 tl00 0 1 1 v ^ 11/7 II// 11/4 I 1 00 1 1 ,va , , 3'h RAILING LAV. IAV C. EPDM FLASHING SH R BA 2X4 ACC?TAPERED FLASH RP SIDEWALL SLEEPERS @ 16"OC M114'12".ADD EXIST. 2 ADDITI�I(IAL FLASHING ROOF 1 7 SCUPPER AT DOP�,UNDER SILL �c.o. ,I/a "/a 3/4"S BFLOOR EXIST. — ' ml DBL 2X8 DF#2 F1 @16"OC(SISTER EXIST.) EX.CJ ROOF _ _ (3)1-3/4X20 ML w/ H 7-1/4 ML(TAPER TO 6")16"OC $/8"STEEL va am (2)1-3/4X1 __ �- M I va Iva i Irz ,v, Iva I Irz FROM(7-1/4) ML V e'-1 �+ ML BEAM SINK IAV. W.C. UV. W.C. I M D.W. BAH W.M. FI m 1~i I I I ItDo }y FL C.O. 7 2 1 I/y B ,1/7.o. 1 ,I II I V 3 B 11/4 I I II II 60 4 et SLOPE"1/4"PER FOOT PITCH TO DRAIN TO APROVED PLUMBING SCHEMATIC 4•C.I. PTIG AEM TRAP HOUIT O I it It= I II N.T.S. EXISTING EXISTING EXISTING — - _ - — SOLID BLOCKING CONC.BLK. PIER TO NEW ML BEAM LALLY 71 F 17 11 COLUMN EXISTING ' ! v7 U Z W EXISTING pe-, EXISTING Q� Q_ O c _J 12 C:,4 Y-off �'vs� O Ix 3'X3'Xl' r U CONC.FTG. SECTION A-A. _ Q REScheck Software Version 4.6.4 SCALE: 1/4" = 1' Z z �' Compliance Certificate w Z U Project ErNergO F-4 Locatiy Code: Southold, IECC old, 2 U LocaSan: Southold,New York 2. 2- Construction Type: Single-family rl Pro)—Type Addition • / ® 2" ®/ ® / ® 2 / / / �2• Climate Zone: 4 (SS72 HDD) Permit Date: - Permit Number III Iti i Canstructior.Ste: Owner/Agent: Oesi ner/Con radarl I ` l • � • � � KE1dDALLT0D4 Mark Schwsrt7,Architect FASENERTYPE: JACI �670 BAYIAEW DRIVE P-O.Box 933No. WCOD-SCREW SOUTWOLD,NY Cuechogue.NY 11935 BASED ANCHOR WITHnn. I 631-734-4195 EMBEDMENT LENGTH 11 + mkserchitect$vpto-rline.rNet l I I ( /� •/I NO.IB WOOP9CREW5 1 I Y 1 11 BASEDBED WITH 16"OC - On .' .. .'y i i 1/4, doAN LAGSCREW WITH H 6 S 1 I 1 I I I I I I I I ..rRau:;: '�, .�.: ......,..-...,....... ..... .........» ....._ ..... .-... .._„..,......_ .'.__..._.... _...._...�.. ` �_........�_ 2in.EMBEDMENT LENGTH Comol'ance. O-0%Better Thin Code Waxlmum ILIA: 30 Yaw VA:30 Maximum SMCC-- 0.4© Your SHG^.CL35 I ' I 1 I I 1 ` I I ( y Thr%111E wwe Th.+,rndr•+d..tiRrcra Nor eLr m cv�ri.re•d•.Ilwu•:ta.rd.a.oa.tr.d.aR„l... 1 1 1 1 1 ■oar5 nlor pn..4d..n 4uv",aa.of a. >,,p uw w o..t nbe.�to s mm:muncca•h.... / I I I` II 1 ' 3/4* ATnG PLYWOOD O O I I I/2•APA RATED SHEATHING 1 r ' (RADE PLYWOOD • I I �1 r S I S1 �\ / ^ W >- Envelope Assemblies I r I ® 1 I I / I / ALTERNATNNE:7/16"0.5.0 Ill ` > 1/2"APA RATED SHEATHING 1 1 o....«..."..._...,.......,..m:...,.......,...,._...,:....w....m.,*- ,A:.,A _. �kHw+,,#M. GPLYWOOD (LLLTERNATME:7/16'o.S ) J I I I i II Q Z y * LL] Floor 1-•All-RoodI"'+•'russ-Ovr Unconditioned Space • "41 16 1 0.0 21.0 0.040 i FASTENER TYPE: SPACNG: fl (I I 1l`1ti I ~ W OJ %BWDoo-SCREWCeili 1:Flat Gelling or Scissor7as 126 0.0 21A 0.044 6 BASEDANCHOR WITH 10.00 soros � Cei�,ng 2:Cathedral Ceiling 106 0.0 13.0 0.068 7 WINDOW SILL 2n.EMBEDMENT LENGTH 1 .r I I \• ' I •I I Q TYPICAL WINDOW OPENING Vleq 1:Ylaad Fame,16'O.C. 37 0.0 20.0 0.041 1 EASED.10 W""CHOe EIEWS Iz^ac PANEL SPAN EQUAL OR SMALLER 2m.EMBEDMENT LENGTH Waft 2:Woad Frame,16'o.c. 102 0.0 20.0 0.041 2 THAN 4 FEET I ( II l S I I I O O BASE.di..LAGSCREW Window 1:Wood Frame:Double Pune with Low-E BASEOArvaoaw,TH IB•oc SHOC”0.31 B 0.290 2 2.n EMBEDMENTIENGni _ I _ • W Door l_Oloss 42 0.270 11 - TYPICAL DOOR OPENING MULTlP1EPLYWOODASSEMBLIES FASTENER TYPE: SPACNG: PANEL SPAN GREATER THAN 4 FEET SHOC:0.36 2-2K4DFk2STUDS CONNECTED AND EQUAL OR SMALLER TOGETHER WEPH STAINLEss STEEL gpSED ANCHOR WITH roc 2r, Gbmpfiarlee5ca6ement•The proposed building design described here is consistent with the building plems,specilicutians,enTHAN 6 FEET OR G VINIZED BOLTS W/WASHERS EMBEDMENT LENGTH d other AND NUTS @2b"O.C. calciAetions submitted wit7•the permit oppplicu±ion.The proposed bulding hes been designed to meet the 20151ECC requirements in NE.10 WOOD-SCREWS RESc4e k Version 4.6.4 and to comply wittl the mandatoryrequirements listed in the REScheck inspection Checklist TYPICAL MULTIPLE OPENINGS RASED ANCHOR WITH 9"OC Bon.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET AND EQUAL OR SMALLER BASED ANCHOR WITH 16"OC ame-I 1 e Signature D51C THAN 8 FEET 2m.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL DRAWN: MH/MS AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) SCALE: 1/4"=1'-0" �, WINDBORNE DEBRIS PROTECRON FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7 16" r •+ '1 /�� , �$��` JOB#: AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO °ice.,'',.9 "\\'��. " 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 ,Y, ` 'nA' FC11RI 14,2019 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. i• SHEET NUMBER: 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. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. . . Project Title= Report date: 02!05!14 �;, ' '„ Data filename_C:UlserstOraftn Stat o�lDacumentstl2ESchecklTODD.rck Page 1 of 1 � 9 9 REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER WALL STUD kENDWALLEND CRIPPLE STUD BOTTOM PLATE RIDGE LEDGER BATHTUB 0©o oO0 HEADER DOUBLE JOIST O SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR O HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER r~-+ ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE N THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT-7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC WALL STUD tJ� a ` cn THROUGH-ROOF EXHAUST M ° VENTS SELECTED AND t LOCATED BY CONTRACTOR >; Fy METAL STRAP V pUj m ZLn VENTILATION CHANNEL RIM BOARD AS REQUIRED •S RAFTER SILL PLATE(S) r RAFTERS MAINTAIN U ti VENTILATION WOOD JOIST FOUNDATION TOP PLATE BLOCKING 2x4 LEDGER BLOCKING 2x4 SOFFIT JOIST s STAPPING TO BE ATTACHED TO WALL STUDS 048"OC ATTIC AND ALL WINDOW/DOOR OPENING JACK STUDS MINIMUM HNET FREE VENTILATING TING AREA FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA Of GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. i SHALL BE COVERED WITH CORROSION- CONT N. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS e RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS i OPENINGS OF 1/4 INCH IN DIMENSION. i INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"00" 18go. STRAP AND JACK STUDS CONNECT TO 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS / . PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 STRAP AND JACK STUDS a.4 1-1 "x36" 18 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR / g •� EACH RAFTER O ON ALL OPENINGS 2ND. FLOOR WALL cni • RAFTER WOOD JOIST TOP PLATE O GIRDER/HEADER rE WOOD JOIST 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC ~ AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD [-•a FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ItISTALL 4'0" O.C. O O 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION 0� ON ALL OPENINGSALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH r iJ RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH THE PROPER STEEL CONNECTOR. rl INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS M^-••i 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS I-•-•I ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD F—I DBL. SILL PLATE TERMITE SHIELD SILL GASKET r / I TYP. CONC. FOUNDATION A CONC. SLAB C DAMPPROOF EXTERIOR 6 MIL. POLY GRANULAR FILL 6MIL POLY ON EXTERIOR • V STEEL COLUMN , r r `•�' , p %A s ` v p ♦ 4 4 CONC. SLAB • I • .q n �•° ` I�`♦ ,� Q o r v ANCHOR BOLT EMBEDMENT: e•° ( �'q POURED CONCRETE: 7" p V COMPACT FILL :s • BLOCK WALL: 15" % ( 1 KEYWAY FOOTING o V p A • • 4 • e ° C'p c• 7 `` CONC. FTG. --� •p Q'p L o USE WITH 3x3 SQUARE WASHERS O 0 • p : ° ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) �% r w REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION. 5/8" DIA. ANCHOR BOLT - I I I 41-11 /> DRAIN TILE p 41 SUPPORTING MAXIMUM SPACING r r SILL PLATE TO FOUNDATION 1 STORY 72" OC 0 Z CRAWL SPACE OR FOUNDATION TYPICAL CONC. FOUNDATION. APPLY PILASTERSSILL PLATE TO FOUNDATION 2 STORIES 36" OC W WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION J WALL BOTTOM PLATE TO FOUNDATIONO SLAB-ON-GRADE 1-2 STORIES 57" OC n oa0 � SUBFLOOR O O CONC. SLAB DOOR FRAME rT, ti 6X6 10/10 WWM GARAGE JOIST W COMPACT FILL I DOOR l7� I I USE 2X8 STEEL BEAM FOR BLOCKOUT •� �''♦ 4" SLAB W/ 6X6 WMM M SLOPE P.T. PLATE . =r • � • 4"DRIVEWAY —._ NOTCH JOIST AND ADJUST HE{GHT' 1 ° (WITH A NAILING PLATE IF NEEDED) (. TO BE APROX. 1/2" OR HIGHER TH .✓y t D °e O •• ° • STEEL BEAM TO ALLOW FOR SHRINK , , w y1 RA E • 4 '-_R-j--�-'-- . r. •� a s • • • (PROVIDE STRAPPING TO KEEP JOISTS _ n a •_4 0 spy "i . DRAWN: MH/MS 6X6 W.W.M. 12 o �O •> D • 4 • 4 • 4 MIN. p q A�' �` p p ° • ' ' r+4 UBt1a00R1(:}�+;,. ,\' ° r rr •• 4 REINFORCING BAR ° A s0 'p•s s sw �° II—II `+� OIS k�' ` •k;, F n�, 1 SCALE: 1/4rr-1 0 •L ► REINFORCING BAR e•• C • e _ a .,.. . �". JOB#: DRAIN TILE �� �J • -A MIN °•°°•° 12 .° d1 STEE 1$EA t February 14,2019 •s• PLATE (BOLTED To BEAM SHEET NUMBER: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOLING WITH (2) #4 REINFORCING BARS. �a"�� •���LJ� �� GARAGE DOOR BLOCKOUT � _ 4•Cr A- 11 REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE I PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of l0d common nails required QTY. SPACING SEE PLANS CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT ( ) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)CEILING JOIST 8'WALL:3-Sd COMMON EACH intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES ©©o 0 D- OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD 2-16d COMMON EACH END (LIVE LOADS PSF) ROOMS(OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL GAURDRAILS ANY DIRECTION 200 N construction means,methods,techniques,sequences,or procedures,or for safetythe late and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES d q q P P P PP QTY. SPACING (DESIGNED FOR CAT.C) precautions and programs in connection with the work.There are no warranties for a bottom plate.3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY TOP PLATE TO PER FACE NAIL (> specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMON "' r+ TOP PLATE FOOT SEE NOTE:I LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE m 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF- C R, M x 4-16d COMMONk w INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: Z U Q 2 �n STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE v .°, ° o0 or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMONO.C. NAIL � attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Sym.. SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. v C) HEADER TO 16"O.C. FACE aC "n 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7"o.c.at panel 16d COMMON SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. HEADER ALONG EDGES NAIL .Y S such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified � `� U r, in table 3.15a-b. TOP OR BOTTOM 2 -16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC G m 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type q appropriate BOTTOM PLATE To: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA T e II exterior factors shall meet the requirements of table 3.15a-b times the ro riate PER FACE NAIL FLOOR JOIST,BAND 101ST, 2-16d COMMON length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER 10ESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 YES - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or mason walls occurin in exterior or unheated interior areas. 4-8d COMMON h' g 8).CONNECTIONSAROUNDEXTERIORWALLOPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: � Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2-8d COMMON EACH TOE Z 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Q L.� 5).Unless otherwise noted,all slabs on grade to be 3000 P.O..Concrete to be BLOCKING 2-8d COMMON EACH TOE TO JOIST END NAIL 4'PERIMETER EDGE ZONE Sd COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY: P g o Where a ride is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.0 8d COMMON 12"O.C. SEE NOTES:1 (BOTH FIELDS) Q� to be minimum 3-1/2 inch thick.All fill to be compacted to 95/o relative density with g SILL OR TOP PLATE 3-16d COMMON BLOCK NAIL @ @ NOTE:2 FOR PANEL FIELD _ 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMON EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 8x16 cast iron foundation vent for every 150 sq.ft.of area. w c attached with the above requirements. TO BEAM JOIST NAIL W - JOIST OBEAMLEDGER 3-8d COMMON PER TOE NOTES C) 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. ���lll,,, N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END ^ the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMONF--�i g g TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, �j 1.4 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE 2-16d COMMON FOOT SEE NOTE:1 into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts. 2 .Tabulated 12 inch o.c.nails spacing assumes sheathing attached to rafter/truss framing members with G>0.49. W FRAMING NOTES g ) P g g g C/1 For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For Q Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. framing members with 0.42<G<0.49,the nails spacing shall be reduced to 3 inches o.c. I" i below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 g P g 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: ^ Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. F--I CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Q otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY SPACING SEE NOTES:1,3 (BOTH FIELDS) Q� g g 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM Sd COOLERS 7" O.C.EDGE NOTE:2 FOR PANEL FIELD Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all6).Concrete piers shall be a minimum 6"above grade. WALLBOARD I 10"O.0.FELD IINTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wallNOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL and blocking where applicable. to girder(s). JOINT DESCRIPTION QTYSPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 5 .All flush beams/headers to be installed with heav du 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall Y h'g alvinized han ers g and PANELS 8d COMMONAS -SBCbe usedF('�1 anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON3"O.C.EDGE . 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Y Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. /1 W V on plans. WALLBOARD 10"O.0.FIELD O 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. >- other access openings unless otherwise noted(typical). FLOOR SHEATHING: 3).If wall studs,plates or joists are cut out during installation for any plumbing related work. JOINT DESCRIPTION NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. W 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Z where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 8d COMMO HVAC SYSTEM NOTES 1"OR LESS 12"O.C.FIELD LLQ J 6"O.C.EDGE 3).INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. > Q � 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists Section R602.8-FIREBLOCKING REQUIRED O under all bearing walls. NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety and to form an effective fire barrier between stories,and between a top story and the roof space. n Q 2: requirements. Fireblockin shall be provided in wood-frame construction in the following locations. Fri 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF g P g m Z) needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. O O equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor _ ti 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 W CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 3).HVAC subcontractor to provide final system layout drawing and submit it to the General P g g Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. ,9 A pC--t. 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces r►�' h ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. v SDRAWN: MH/MS to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tol -16d nail per foot. /° 0',C „_ , I- 3). 3).All electrical work to comply with 2014 NEC. L? /r *� SCALE: 1/4 -1-0 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 4.Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 SOIL COMPACTION: flame and products of combustion. ; JOB#: approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM ) g P ,. � torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR I � February l4,2019 TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. SHEET NUMBER: EXTERIOR FIBERGLASS COLUMNS TO BE HB&G EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to OR APPROVED EQUAL.INSTALL WITH CAP 5.7 SQ.FT.2ND.FLOOR) REMOVE AND ADD ADDITIONAL FILL AS NEEDED. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. ( AND BASES.USE WITH FLASHING CAPS TO MIN.44"SILL-AFF 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE' COVER TOP DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE b O{` ti SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY - -- TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.