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HomeMy WebLinkAbout1000-35.-4-28.30 OFFICE LOCATION: *OF SOUj�o MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 G • Telephone: 631 765-1938 CoUNTI,��� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From:' Mark Terry, ' Assistant Town Planning Director - LWRP Coordinator Date: March 11, 2021 Re: Local Waterfront Coastal Consistency Review for ERATH & SON, LLC SCTM# 1000-35-4-28.30 AMP Architecture on behalf of ERATH`&`SON; LLC reque'sfs'a 1Netlnd Permit for the existing 15'6"x22'6" (350sq.ft.) seaward side deck to remain with new deck boards, and to add 14'10"x21'4" (320sq.ft.) and 5'4.5"x17'6" (95sq.ft.) of new deck for a total of 765sq.ft. of deck, of which 350sq.ft. of deck total is to be covered; for the existing 22'4"x26'4" (590sq.ft.) one-story garage and to increase the footprint by 5'0"x26'4" (130sq.ft.) for a total first floor footprint of 27'4"x26'4" (720sq.ft.); and to construct a 27'4"x26'4" (720sq.ft.) second-story addition which will be finished and unheated. Located: 580 Wiggins Lane, Greenport. SCTM# 1000-35-4-28.30 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 INCONSISTENT with the Policy Standard 6 and therefore is INCONSISTENT with the LWRP. Policy 6. Protect and restore the quality and function of the Town of Southold ecosystem 6.3. Protect and restore tidal and freshwater wetlands: ' A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction. The existing structures were constructed without Southold Town Board of Trustee review or a permit. Construction of structures within the required 100' minimum setback from a wetland is unsupported. Structures within this setback area should be relocated, or if that is not possible; be minimized. The second-story addition which will be finished and unheated in EXEMPT from LWRP review. 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 ECEIVE Town of Southold r----- 1 MAR 2'021 ; LWRP CONSISTENCY ASSESSMENT FORM _J. A. INSTRUCTIONS Plannir,g L:oard 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 Waterftont 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 sienificant beneficial and adverse-effects upon the coastal area(which includes all of Southold Towel. 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 ezulained in detail. listing both it"orting and non- sunnortine facts. If an action cannot be certified as consistent with the LWRP policy standards and y- conditions,it shall not be-undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net),the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. ' B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1000 35 -4 283D PROJECT NAME Erath Residence,Additions The Application has been submitted to(check appropriate response): s g g p ❑ Board of Trustees R Town Board ❑ Plannin Board❑ Buildin Dept 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: 0 Nature and extent of action: Please See Attached RCHrrECTURE Operating Business Address:1075 Franklinville Road,Laurel,N.Y.11948 Brooklyn Office:204 25'h Street,Suite 203,Brooklyn,NY 11232 LLC Business Phone:(516)214-0160 22 Date: March 8,2021 , l� ° �� V rE i - Sbuthold Town Trustees MAR - 82021 54375 Main Road Suthold, NY 11971 Soutiaryid Town Board of Trust-os E: 580 Wiggins Lane,Greenport, NY 11944 SCTM#1000-35-4-28.3 i l o Whom it May Concern, The following is the proposed work to the existing residence at the above address: Piroposed Deck addition to Rear of Home as follows: Exist. 15'-6"X22'-6",350 SF Deck structure to remain with new deck boards. i New Deck additions of 14'-10"X21'-4",320 SF;&5'4.5"X17'-6",95 SF; Proposed Deck total=765 SF(350 SAF. of this deck total to be covered)3/8/21 P4roposed Garage Additions as follows: E Listing I story Garage 22'-4"X26'-4",590 SF to remain Piroposed increase to footprint of 5'-0"x26-4", 130 SF Proposed Total first floor of garage=27',4"x26'-4",720 SF Proposed Second story addition to garage,finished&unheated 27'-4"X26'-4",720 SF t i l R Location of action: 580 Wiggins Lane, Greenport, NY 11944 Site acreage: .62 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: AMP Architecture (b) Mailing address: 1075 Franklinville Road, Laurel, N.Y. (c) Telephone number:Area Code( ) 516-214-0160 (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No❑ If yes,which state or federal agency? 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. Q Yes ❑ No r-1 Not Applicable The proposed deckand garage additions are not substantial and are in character with the neighborhood Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No R Not Applicable There are no historical structures at the property 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 0 Yes ❑ No ❑ Not Applicable The proposed second story addition to the garage remains within the allowable height by town code 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 M—Policies-Pages 8 through 16 for evaluation criteria 0 Yes 0 No F� Not Applicable _ Storwater management measures will be utilizad during ronctruction_ 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 0 Yes 1:1 No R Not Applicable The proposed actions do not affect water quality and supply Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of South®ld ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. RX R a Yes No Not Applicable e a jomgmg waterway to the property will not be aftcted or encroached upon 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,❑x Not Applicable Attach additional sheets if necessary Policy 8. A inimize 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 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 evalnation criteria. ❑ Ye&O No 0 Not Applicable Attach additional sheets if necessary c 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 Proposed actions ao no WFect waterway 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. Z Yes ❑ No❑ Not Applicable ` The proposed actions do not impede with the Town waterway Attach additional sheets if necessary l " Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III-Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources.-See LWRP Section III-Policies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No 0 Not Applicable PREPARED BY TITLE DATE T Svc E �y����: c � s�►t'rj v .� hiwkl Front Elevation: • North • of proper- Rear Elevation: • South • of property R SEC.NO.0]0 _,: — — WTCN — — _-- �-- -�-- E aNT�WE TO M gg111D �GMI ti b 22IA(t) e b�r ° 21 SOO 132 U4 ,_ 3y1� ♦9 � 4 tom.i.. _. �� ' \. _ -.. °1 p _, � ,pyo\, R`♦ i O P'd P. 9 / '�... _gyp R e a�f R'n3 b}• Rs , , 7JAId 17 TCwrIR '\ ut R uact GULL p 4h' _ ut .1 POND rMyt'� ' Phi l�+.M.,cn j zuv�� •' - i _ ^.,.uw INLET • MR u y Z �°7 � a +.eNd •�`'�� r p Town OF per\ SOUMOLu *lar T 13.4 02 '13.6 / 13.5 NOTICE TY . -"� -..- �� ----,. - ---x -_-- :-ms.-:sa."...,.'.,... ------ --•--- ,"rwr.,ro.'.r�..------wT-----'— CcOeinUbNwT...m�S.wS.FNFxO n LoKt K m: souTHaD 'SECTION N O E Real Property ax Service Agency Y 035 M m A to ostwcTw 7000 PROPERTY MAP i E 0 9 3 D2 REV1910N8 eiw PIgLIMMARY e Revision Date MAR L L 3 2 WIGGINS 1 I PERMIT N Scull"Gid T^vVi(l %:obmission Dote 1278' I_ / I I O -QI Q -3 73 m tF j C C o ra"`00 �� / I Lu Breakfast F- ILiving roam I Q 911°x W-5, (I I U 20'-1"x 22'-0° % oasnn9°Dunac j %/ o fe6WAI!FAM7r I °mAPAOE.by R'%T I Kitchen 23'-5°x I1'-4° I `/ I I//// HATCHED AREAE 2 Cdr Caarage I i INDICATE EWW � 25'-B"x 22'-01 % / CONSTFUCTIONj QZQ �i/i Iry i i a 1 j it , H / Dming room l i i � LIL / /l � 19'-I0°x 12'-10" Bat}room � N�a.2� /l / �// I Z see:u. Den/OfficeCD I IB'-8°x19'-4° I I < X W Foyer Landry \ FORpgR� I H I CgNgt � I �� I TAX MAP INFORMATION 580 WIGGINS LANE GREENPORT,TOWN OF SOUTHOLD SUFFOLKCOUNTY NY a } SCTM 1000-35.00-004.00-028 30 a PROPERTY INFORMATION- RESIDENCE DISTRICT R-40 SINGLE FAMILY RESIDENCE W LOT AREA= 27,094 SF(40,000 MIN) 3 LOT WIDTH= 112 78'(150'MIN) FRONT YARD= 4725'(50'MIN) FRONT YARD 2= NA(15'MIN) a SIDE YARD= 16 25'&24 33'(15'MIN) U u BOTH SIDE YD= 40.58'(35') N REAR YARD= 87.16'(50'MIN) Q n LOT COVERAGE FIRST FLOOR AREA= 1,839 SF m v ACCESSORY STRUCTURE= 727 SF PORCHES&DECKS= 856 SF TOTAL BUILDING AREA= 3,422 SF LOT AREA= 27,094 SF %LOT COVERAGE= 12 63% ALLOWABLE%LOT COVERAGE= 20% XISTINCs FIRST FLOOR PLAN ; C SCALE: 1/4" = r-0" OPLOT PLAN - LOT AREA CALCULATIONS 580 WIGGINS LANE SCALE: I" 20' GREENPORT,NY 11944 0 PLOT MAP INFORMATION TAKEN FROM w °r SURVEY PREPARED BY JEFFERY PATANJO uo�n0 ,gly1 1 DATED SEPTEMBER 18,2016 UPDATED NOVEMBER 28,2016 ' +�P 114--r-D• 6.20-0125 w°b*_•,,_..a=�.=e r u.:oxo aug o,°/w w.a.m,��°.,1 um s1°ro a°w.r....m....,..°°o rot o-rt.1., ILL---r l`/. 1 w>�Co,"am�M°gMaeN/xm°I �.o,.�n Ina°rcurcnl o p cice.an b pumuuq°f lee nw Ertl eb p°e.y�°i°i1mrttb�"pm.�Tp°i°I 11�.cey�y'°'°Ort"� 9,eat M- B J ION 3 REVISIONS anm 2 REVISIONS en8nm PRELIMINARY 6/02/20 Revision Date 3 2 WIGGINS LN. 1 PERMIT 1212WO Submission Date Iv 87'`37'42"E - ----------------- ----------------112.78'-------+ -------- ----T --- — I C: / to ,0 / I INN 4-j Nfu U LZ —0 QLn J •-I / I I -0 s z / I I C71 tf fa 0 1170 Lr) W Q Breakfast F Living room j 20'-1" x 22'-0" / �STrt� SF 2 STS�PRarT x 171W= a FaMu.Y I I I FRAIE GARAGE r�sro� / PF•83' FF■3l' I l _ 24.33' / EXISTWs3WdrW= Kitchen MCK 241 aFG 23'-5" x 11'4" HATCHED AREAS / — 2 Car Cxara e % i / INDICATE NEW i 25'-8" X 22'0° �/ CONSTRUCTION �� I z & i / i i Q 1/1)T - - - %/ of /Q; j O Q U- i C/)i i pining room i i � � � 19'-10" x 12'-10"' Bathroom ` ��� tiro?-�_� Z Den / Office i 16'-S" x 19'-4" � D L_, I x w w f=oyer Laundry � to C4 1114 TAX MAP INFORMATION: 580 WIGGINS LANE M GREENPORT, TOWN OF SOUTHOLD Q SUFFOLK COUNTY NY Q � Z SC i M: 1000-35.00-004.00-028.30 APPROVED • U a ■ W Ln PROPERTY INFORMATION: RESIDENCE DISTRICT R-40 SINGLE FAMILY RESIDE CE BOARD OF I RUST E L M LOT AREA = 27,094 SF (40,000 MIN) LOT WIDTH = 112.78' (150' MIN.) TOWN OF SOUTH L FRONT YARD = 47.25' (50' MIN.) FRONT YARD 2 = NA (15' MIN.) DATE Mc,{- lB ;Zoe U Q SIDE YARD = 16.25' & 24.33' (15' MIN.) c BOTH SIDE YD = 40.58' (35') REAR YARD = 87.16' (50' MIN.) Q r LOT COVERAGE : FIRST FLOOR AREA = 1,839 SF n d- ACCESSORY STRUCTURE = 727 SF /+ PORCHES & DECKS = 856 SF TOTAL BUILDING AREA = 3,422 SF D �1 LOT AREA = 27,094 SF ,..� % LOT COVERAGE = 12.63% JANI 11 2021 ���D � ALLOWABLE % LOT COVERAGE = 20 % Southold Town r �� Board of Trustees =; 1 X I ST INN F I ST FLOOR AN K-2"NFLOT FLAN - -LOT AREA CALCULATIONS do EC2 SCALE: 1/4" = 1'-0" A001 580 WIGGINS LANE SCALE• 1" = 20' �TFG N�1`�O GREENPORT, NY 11944 1 PLOT MAP INFORMATION TAKEN FROM a Drawn by: SURVEY PREPARED BY JEFFERY PATANJO 12/2f/20 JWW DATED SEPTEMBER 18, 2016 UPDATED NOVEMBER 28, 2016 some: Job /: 1/4■ ■ I'-on ee20-0125 Town of Southold Bulling Plans Examiner shall review the enclosed document for minimum acceptaNe Pic,) submittal requ;rements of the Town as specked in the 2020 Building and / or Pesidential Code of the State of New York. This review does not guarantee best f to with that code. The seal and signature of the design professional has been interpreted as an attestation that, to the EC . 01 best of the licensees oelief and information the work in the document is: > Accurate; > Conforms with govenring codes applicable at the time of submission; > Conforms with reasonable standards of p,octice with view to safeguarding of life, health, property and public welfare; > Is the responsibility of the licensee. Sheet: of: 5 GENERAL NOTES: TING NEW G.1 THE DESIGN OF THE NEW ADDITIONS AND ASSOCIATED COMPONENTS HAVE BEEN DESIGNED IN ACCORDANCE WITH EXISTING FOUNDATION NOTES � � THE RESIDENTIAL CODE OF NEW YORK STATE 2015 and WOOD FRAME CONSTRUCTION MANUAL WFCM - 2001.ALL NEW O 12" LONG, #3 BAR DOWELS W/ 45 EXISTING POURED CONSTRUCTION SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES. L CHISEPOINT ® 10 ox, PROVIDE CONIC. FOUNDATION CH AT EL FOOTING WALL G.2 ALTHOUGH THESE PLANS ARE DRAWN TO SCALE, NO DIMENSION SHALL BE SCALED. CONTRACTORS SHALL NOTIFY OFLOOR 5LA5 CONSTRUCTION: DRILL 1/2- DIA. x 5 1/4- LONG HOLES B D E A ARCHITECT PRIOR TO COMMENCEMENT OF WORK._ _ 3 REVISIONS 12/15/20• 4" P.C. SLAB W/ 6x6 W1.4xW1.4 WWM OVER 10 B AT 10" ox VERTICALLY INTI EXIST'G. G.3 LUMBER SHALL BE SQUARE-EDGED, STRAIGHT, SOUND,WELL SEASONED, MAX. MOISTURE CONTENT OF 19%AT TIME 2 REVISIONS 8/28/20 MIL. POLYETHYLENE VAPOR BARRIER. FOUNDATION WALL & FOOTING • 4" COMPACTED RCA R o OF INSTALLATION; LUMBER SHALL BEAR THE GRADE AND TRADEMARK OF THE ASSOCIATION UNDER WHOSE RULES IT IS PRODUCED SIZES INDICATED ARE NOMINAL STANDARD SIZES. 1 PRELIMINARY 6/02/20 • CLEAN COMPACTED SUBGRADE © FILL DRILL HOLE WITH 'HIT C-100' B PROVIDE I" BITUMINOUS EXPANSION JOINT INJECTABLE BONDING AGENT AS G.4 FRAMING LUMBER SHALL BE DOUGLAS FIR- LARCH SELECT STRUCTURAL NO 2,ALLOWABLE BENDING UNIT STRESS OF Revision Date FULL PERIMETER OF SLAB MANUFACTURED BY HILT], Inc. TULSA • OK., BONDING AGENT TO BE PLACED Q e A g 875 P.S.I. SINGLE MEMBER. AS PER MANUF. SPECIFICATIONS 3 FOUNDATION CONSTRUCTION: C I _ _ G.5 USE METAL CROSS-BRIDGING FOR FLOOR JOISTS AND SUPPLY SOLID WOOD BLOCKING AND FIRE STOPPING AS NOTED 2 • PROVIDE TERMITE SHIELD AND SILL SEALER INSERT REBAR DOWEL INTO HOLE - - AND/OR REQUIRED. O FULL DEPTH, ALLOW TO CURE AS PER 1 PERMIT 12/2I/20 PROVIDE 5/8" DIA. ANCHOR BOLTS 0 V-0" MANUF. SPECIFICATIONS PRIOR TO I G.6 FRAMING TO BE ERECTED PLUMB, LEVEL AND TRUE,AND TO BE FASTENED SECURELY. POURING NEW FOUNDATION LINE OF EXIST'G. _ Submission Date O.C. AND NO MORE THAN 12" FROM ANY FOOTING BELOW EW 8" POURED G.7 ERECT STUDS IN TRUE ALIGNMENT TO TAKE FINISH MATERIALS. CORNER OR DISCONTINUOUS EDGE. MINIMUM GRADE I � CONIC. FOUNDATION OF 1" EMBEDMENT with 3" SQUARE WASHERS 1/2- CLOSED CELL COMPRESSIBLE JOINT OE CONTINUOUS CAULK SEALANT WALL EXTENSION AND END NUT SETUP FILLER W/ G.8 FRAME OUT FOR HEATING, PLUMBING AND ELECTRICAL WORK,AS REQUIRED. APPLIED TO INSIDE & OUTSIDE FACE OF • 8" THICK POURED CONCRETE FOUNDATION WALL G.9 WOOD SILLS RESTING ON FOUNDATION TO BE 2-2"x6" CCA. ANCHOR SILLS WITH 1/2" DIA BOLTS 20" LONG, -- WALLS w/ (2) S BARS TOP AND BOTTOM GALVANIZED, SPACED 12" FROM EACH CORNER AND THEN 46"O.C. MAX.. SHIM SILLS TO TRUE AND LEVEL POSITION AT - - - - - _ FOUNDATION DETAIL 2 PROPER ELEVATIONS AND FORCE MORTAR INTO THE JOINT BETWEEN SILL BOTTOM AND TOP OF FOUNDATION. INSTALL 0 • 18" x 8" P. CONIC. CONTINUOUS FOOTING W/ (2) CONTINUOUS TERMITE SHIELD AND FIBERGLASS SILL INSULATION BELOW WOOD SILLS. (3)2 X 8 ACQ� DECK BEAM OVER114ANG AVE " 5 BARS CONTINUOUS ON UNDISTURBED SOIL. NTS A.01 V I p G.10 PLYWOOD SHEATHING AND SUBFLOORING SHALL BE SIZE THICKNESS AS NOTED ON PLANS (1/2"and 3/4"), SQUARE C: Q) W � EDGE DOUGLAS FIR, ENGINEERING GRADE C-C, EXTERIOR GLUE. APPLY FACE GRAIN AT RIGHT ANGLES TO LISTS AND L-J clil RAFTERS AND STUDS. EXTERIOR SHEATHING SHALL BE NAILED 6"ALONG EDGES AND 12"O.C. AT INTERMEDIATE .� Q m I I SUPPORTS. INTERIOR SUB FLOORS SHALL BE GLUED AND SCREAWED 6"ALONG EDGES AND 12"AT INTERMEDIATE z 61 � SUPPORTS. N 0011 I I I 12" X W-0" X 10" POURED PLUMBING: C X I CONC PAD BELOW STAIR P.1 ALL WORK SHALL MEET OR EXCEED THE LATEST REQUIREMENTS OF ALL NATIONAL, STATE, COUNTY, MUNICIPAL 4_J CC 00 QJ STRINGERS ANOTHER AUTHORITIES HAVING JURISDICTION. W O Ln 4-1 76. (3)2 X 8 ,4CC�1 DECK BEAM_ P.2 ALL REQUIRED PERMITS AND INSPECTION CERTIFICATES SHALL BE OBTAINED, PAID FOR,AND 'FURNISHED TO THE OWNER PRIOR TO COMPLETION OF THE PROJECT BY CONTRACTOR. P.3 ALL WORK NOT SUBJECT TO APPROVAL OF THE AUTHORITY HAVING JURISDICTION,SHALL BE GOVERNED BY THE NATIONAL PLUMBING CODE AND BEST COMMERCIAL PRACTICES. " 13'-3" ° Il'-3" II'-3" ° ELECTRICAL: r- E.1 THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND APPLIANCES,AND PERFORM ALL A04 ° OPERATIONS FOR THE WORK AS SHOWN ON THE DRAWINGS. THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE,ALL REQUIREMENTS PER AUTHORITY HAVING JURISDICTION. THE CONTRACTOR SHALL I x I / OBTAIN AND PAY FOR ANY PERMITS REQUIRED FOR THE INSTALLATION OF SPECIFIED WORK AND WORK REQUIRED BY ------ - ----- I --- - -- - -- --- ---- I - - --- -_- - - - 26'-4" OTHER CONTRACTORS. ALL ELECTRICAL EQUIPMENT SHALL BE U/L APPROVED. I'. I (3)2 X 8 CK BEAM I �_ _ _ I� -_- 735_2X-6A=ODECK BEAM - J L - - - I E.2 THE ELECTRICAL CONTRACTOR SHALL FURNISH THE OWNER WITH A CERTIFICATE OF INSPECTION ATTESTING THAT _ -•� I ALL ELECTRICAL WORK HAS BEEN INSPECTED AND IS IN COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE (LATEST 6 X 6 SOLID POST ON 12 I r' ol101'1" b'-2" 10'-1" e. VERSION). 4 o X12 PC PIER ON 20 I -v 20 X 8" DP FOOTING FOUNDATION NOTES � BOt. OF FOOTING 36" *- " 2 X 8 ACQ LEDGER- HATCHED AREAS INDICATE F.1 SOIL BEARING CAPACITY USED FOR FOUNDATION DESIGN HAS BEEN ASSUMED AS 2,000 PSF. FOOTINGS MUST REST z I • BF{s a _ I 8" POURED CONG. Q DROP TOP OF FOUNDATION ON UNDISTURBED SOIL. NOTIFY ARCHITECT PRIOR TO PLACING FOOTINGS SO THAT THESE ASSUMPTIONS MAY BE FOUNDATION WALL ON 8" X 16" TO ALLOW SLAB TO VERIFIED. J V-4" 5'-4" l'-2' 1'-I" 'i'-2" 18" CONTINUOUS FOOTING, POUR THROUGH SEE FOUNDATION NOTES 0 FOR �y REINFORCING F.2 SET FOOTINGS BOTTOM AT ELEVATIONS SHOWN THUS(-0'-0")ON FOUNDATION PLANS, DETAILS, SECTIONS AND z ao REQUIREMENTS ELEVATIONS. WALL FOOTINGS,AND ISOLATED FOOTINGS ARE FLUSH TOP. SHOULD IT BE NECESSARY TO LOWER 0 X ,_0 `a� FOOTINGS ELEVATIONS OF ADJACENT FOOTINGS SHALL BE ADJUSTED TO LIMIT STEPPING TO ONE VERTICAL TO TWO C4 e- - - - - - � HORIZONTAL. POUR LOWEST FOOTINGS FIRST. I- (3)2 X 8 ACQ ECK BEAM I ° • ° , • • • ° ° • ° • ° Q _ gJ I • °° - - • F.3 PIER AND WALL FOOTINGS SHALL BE 1'-4"THICK AND HAVE PROJECTION AT EACH SIDE OF WALL, MIN.4". 0 ° 4" PC SLAB W/ 6 X 6 WL4 b ° ° ° I F.4 REINFORCING MARKED/NOTED (CONTINUOUS) SHALL BE LAPPED 24 BAR DIAMETERS AT SPLICES AND CORNERS AND z X 1.4 WWM OVER 10 MIL °I HOOKED AT NON-CONTINUOUS ENDS. PROVIDE(2) #5 BARS IN FOOTINGS UNLESS NOTED OTHERWISE. 0 4 X 4 SOLID POST ON i I ° ° "' POLY VAPOR BARRIER ° 10" DIA PC FOOTING - an I ---- ° ° 1° Q 36" DEEP,TYP FOR 16 O - • °� ° - - - - - ON 4" COMPACTED RCA ° • F.5 CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO MORE THAN 50'-0"APART AND NO LESS THAN 4'-0" L.L. in ° ° `A • ° ° - - - - - - - - - - - - - - - - FROM ANY PIER. VERIFY LOCATIONS WITH ARCHITECT. SECTIONS OF WALL SHALL BE POURED ALTERNATELY, 3'-0" r - - - - - - - - - - - - - - - - - - - HORIZONTAL JOINTS 4VILL NOT BE PERMITTED. 0 _ _2 X 8 ACQ LEDGER _ _ W 4 x 4 SOLID POST ON 24" F.6 BACKFILLING AGAINST FOUNDATION WALLS IS TO BE DONE SIMULTANEOUSLY. U_ 2 X24" X12" DP PC 0 FOOTING F.7 EXCEPT WHERE OTHERWISE NOTED, SLABS ON GRADE SHALL BE 4"THICK REINFORCED WITH 6i" X 6"/W1.4 X W1.4 W.W.M. LIMIT POURS TO 2,000 SQ. FT., PLACE SLAB OVER COMPACTED POROUS FILL,SUB-BASE AND 6 MIL.VAPOR O 10'-1" 23'_5" EXISTING FOUNDATION W BARRIER,AS SPECIFIED. PROVIDE 1/2" PREMOLDED BITUMINOUS JOINT FILLER ALONG SLAB PERIMETER AND AT ALL cc y,_g" EXPANSION JOINTS. G TO BE CUT DOWN BELOW SLAB TO ALLOW NEW SLAB F.8 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 P.S.I.AFTER 28 DAYS. CONCRETE SHALL HATCHED AREAS IN ICATO ALIGN WITH EXISTING BE AIR ENTRAINED.TOTAL AIR CONTENT SHALL NOT BE LESS THAN 5% OR MORE THAN 7% DROP TOP OF FOUNDATION A03 SLAB 16" TO ALLOW SLAB TO EXISTING 8" POURED F.9 ALL CONCRETE AND FORM WORK SHALL COMPLY WITH A.C.I. 318(LATEST EDITION). POUR THROUGH CONCRETE FOUNDATION 'r WALL AND FOOTING TO F.10 PROVIDE SLEEVES AND BOX OUT OPENINGS FOR MECHANICAL, ELECTRICAL AND PLUMBING TRADES. LOCATIONS OF REMAIN OPENINGS SHALL BE APPROVED BY ARCHITECT AND SHALL BE PLACED SO NOT TO AFFECT THE STRENGTH OF THE 4" PC SLAB W/ 6 X 6 WIA - - - - - - - - - - STRUCTURAL MEMBERS. VERIFY CONDITIONS ON THE JOB PRIOR TO INSTALLATION. X 1.4 WWM OVER 2 Car Garage COMPACTED RCA 25'-8" X 22'-0" F.11 "KEYS" FOR WALLS, BEAMS AND SLABS MUST BE PROVIDED AS SHOWN IN SECTIONS AND DETAILS. - - - - - - - - - - - Ln 43 CONCRETE REINFORCEMENT EXISTING FaNDATION w REMOVE 16" OF UPPER CA REINFORCING BARS SHALL CONFORM TO THE CURRENT ISSUE OF THE ASTM-A615 GRADE 60,ACI STANDARDS 315 Q CENTERLINE OFie PART OF EXISTING AND 318 AND THE CRSI MANUAL. ly ENTRY DOOR FOUNDATION WALL AS Q �- z REQUIRED TO FOR NEW C.2 WELDED WIRE FABRIC SHALL CONFORM TO THE CURRENT ISSUE OF THE ASTM-A-185. 43 Ul GARAGE DOOR OPENING "Cn CL C.3 SUPPORTS FOR THE REINFORCEMENT SHALL CONFORM TO CRSI MANUAL. FOR SLABS ON GRADE, USE SLAB BOLSTER M 00 - - - - - - HOLD EDGE OF EXISTING WITH RUNNERS. ++ rn - - - - FOUNDATION WALL AT � N - - - - - - - - co - GARAGE DOOR OPENING '-0" C.4 PROVIDE TWO(2)NO. 5 REINFORCING BARS CONTINUOUS IN ALL FOOTINGS. ~ � to STRUCTURAL STEEL M U T1'P 2 - - - - - - - - - - - - - - - - - - - /T S.1 STRUCTURAL STEEL TO BE NEW STEEL CONFORMING TO ASTM A-36(CURRENT EDITION)AND THE REQUIREMENTS OF o A01 1% L! THE LATEST A.I.S.C. CODE. V) S.2 PROVIDE HOLES,AS REQUIRED,TO RECEIVE WOOD BLOCKING,AS NOTED. tN -0' I'-III" ANS.3 NO PENETRATIONS SHALL BE PERMITTED THRU STRUCTURAL STEEL MEMBERS UNLESS APPROVED BY ARCHITECT. n o Nr 9'-I0" 18'-0" 5'-0" S.4 PAINT STEEL ONE COAT OF RUST INHIBITING PAINT AT SUPPLIER PRIOR TO DELIVERY. APPLY TOUCH-UP RUST INHIBITING PAINT AFTER ERECTION. DESIGN LOADS �. EXISTNG GARAGE DOOR POSITION 1. Design loadings are as follows per sq.ft. Location Live Dead Deflect Limit �R ^(b ram F 1st Floor 40 Ib. 10 Ib. L/360 D E C E U 2nd Floor(sleeping areas) 30 Ib. 10 Ib. L/360 Attic(non storage) 10 Ib. 5 Ib. L/240 Attic(storage) 20 Ib. 10 Ib. L/240 JAN 1 1 2021 Roof(w/finished clg.) 30 Ib. snow 15 Ib. L/240 Roof(no finished clg.) 30 Ib. snow 7 Ib. L/180 OF N ; Southold Town �'Y Snow loads have been adjusted to reflect the slide-off factor, as a function of roof pitch. I Board of Trustees a Drown by. ENERGY COMPLIANCE 12/21/20 JWJ TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND SPECIFICATIONS ARE IN Scale: Job /: FOUNDATION PLAN COMPLIANCE WITH THE ENERGY CONSERVATION CODE OF NEW YORK STATE CHAPTER 6, EFFECTIVE JUNE 2015. 1/4" " 1'-0" se20-0125 ASISCALE: 114" = I'-011 Town of Southold Building Plans Examiner shall review the enclosed document for minimum acceptable plan submiittal requirements S�/ of the Town as specified in the 2020 Building and / or Residential Code of the State of New York. This review does not guarantee A. 01 compliance with that code. The seal and signature of the des,gn profess;oncl has been interpreted as on attestation that, to the best of the licensee's bellef and informat;on the work in the document is: > Accurate; > Conforms with govenring codes applicable at the time of submission; > Conforms with reasonable standards of practice with view to safeguarding of life, health, property and public welfa-e; > Is the responsibility of the licensee. Sheet: of: 5 26'-4" 1 x COMPOSITE TRIM �� A az_ DOOR SCHEDULE BOARD AROUND WO MARK SIZE (W x H) TYPE QUANT. STYLE POST (2) 1.15 X 115 I.VL HEADER ON 158 1 (2)6'-0"x b'-8" PAIR OUTSWING PATIO DOORS 2 1 ANDERSEN FW06068APLR 6 X 6 ACO SOLID WOOD ° 8" E'd' ^' POST FROM FOOTING a O 2'-b"x b'-8" HINT PATIO DOOR 1 I ANDERSEN3 REVISIONS Is/Is/2m HEADER CENTER WINDOW O FWN5468S'4L 2 REVISIONS eaeam OVER DOOR BELOW O NOT USED I PRELIMINARY 6/�/2m � sD i co 1 X `% SOLID WOOD RUSTIC Revision Date ® 6'-2"x 0-8" PAIR BARN DOORS - SWING I HARDWARE 42" H HANDRAIL AT STAIR OPENING UPWARD ACTING OVEF4EAD W/ INSULATED SECTIONAL 3 8" 5O 18''0'x 1'-0" TRACKS 4 OPENER I GARAGE DOOR 2 14'-10"NEW DECK O 1 PERMIT 12/21/20 ,l� OST ETAIL \___J/4'1 T4G PLYWOODO Submission Date SUBFLOOR SCREWED NEW 36" HIGH PORCH SCALE: 1 1/2" = 1'-0" ,4 JAND SLUED TO FLOOISTOR RAILING ALL AROUND ®SD _ _ O DECK W/4 X 4 CORNER POSTS UNHEATED FINISHED N r WINDOW SCHEDULE STORAGE 0 MARK SIZE (w x h) GA VA TYPE QUANT ANDERSEN # 4-J (2) 1.15 X 95 LVL V i �r A V-1"X 4'-0" 252 13b STRUCTURAL RIDGE t0 CASEMENT 2 CX14•P3540 CXI4• C: ,� � C,BEAR ON 4 X 4 SOLID Q 9 ,i' POSTS AT ENDS OB 2'-1"X 3'-0" 8.1 11 CASEMENT2 CXI3 c Z C: Cn , r P If 2 X 8 RAFTERS a 16"O.02 X 8 RAFTERS° Ib' O.0 1 13'-3" 11 Il'-3" 11'-3' 11'-b" O J .0 0o a) X -1--i C� C14 LU oN O R OUP 3R Q ° 15 EA. '" EXISTING DECK TO w 1 E REMOVED A (2) 1.15 X 115 VL HEADER O NEW 6 X 6 COLUMNS TO a r O SUPPORT ROOF A01 e STRUCTURE FOR COVERED I PORCH, TYP FOR 5 '^ ------ -- ---- - - -- - -- - --- - - -- A / REMOVE EXISTING ROOF NEW REVERSE GABLE / SHINGLES IN THIS AREA t0 3 REVISIONS FRAMED WITH 2 X 6 / EXPOSE ROOF SHEATHING, RAFTERS OYER EXISTING / APPLY CONCEALED CONTINUOUS RIDGE VENC 2 REVISIONS 8/20/20 srn3r�m ROOF SHEATHING,MATCH / MEMBRANE FLASHING EXISTING ROOF PITCH. / GAF TIMBERLINE 6/0'1/20 ALIGN RIDGE WITH CEN�TEK' OVER ENTIRE EXPOSED FACERIDGE HT = 20' AFG ASPHALT SHINGLES � PRELIMINARY OVER 15 FELT ON Revision Date OF WINDOW BELOW/ 12 12 3/4" A-C GRADE PLYWOOD 3 SHEATHING I,I 1 PERMIT tz�v2m lilt — Submission Date Z­ff ------------ --------- --------------------------------------------- _ I X 6 AZEK TRIM BOARD AT FASCIA 4 I I - --- - - GABLE END ' I I I O FLARE OUT SIDING .� AND TRIM WITH 1 X 8 41 AZEK FRIEZE U BOARD CEMENTITOUS CLAPBOARD SIDING - I^ •�/I Z HA RDIPLANK 8" - aEXPOSURE ____________________ __________________________________________________________________________� p ---L L=j� C: C) c I I I I Co EXISTING ROOF FRAMING � L ru O� � I I , I I TO BE REMOVED W II I Q I I I I I MAINTAIN MIN 8" CLEAR SIDING t0 GRADE ENCLOSE OPEN p *� /� BREEZEWAY WITH SCUD 1 OROS D FRONT ELEVATION FRAMING AND INSTALL NEW 2 O OS RIGHT ELEVATION A�3 SCALE: 1/4" = V-m" PAIR OF DOORS A03 SCALE: 1/4" = 1'-ID" Z O U W cn Z M SHIW_zVENT LE OVER RIDGE 2X8 RAIFTERS At 16" OC O Z W/6" (R19)ROCKWOOL Q O (2) 1.'15 X 95 LVL RIDGE E INSUL > BEAM A04 GAF TIMBERLINE W ASP14ALT SHINGLES J O OVER 150 FELT ON W "ICE 12 3/4" A-C GRADE 12 L SHEATHING PLYWOOD 3 Uj 2X6 ROUGH SAM N - A ATGYP.50 WALLS 4 EXPOSED COLLAR " AI4 O CEILING 0 32" OC 12 — NEW ROOF STRUCTURE OVER O PORCH. ROOF MATERIAL UNHEAIEp FINISHED STORAGE a IU- FLAK OUT SIDING ROLLED ASI-lPALT SHEETS AND TRIM WITH 1 X 8 s .3/411-t4�pL,YWOOD AZEK FRIEZE - OVER /e" DENS GLASS = SUBFLOdR,°CREWED BOARD ,, OVER V4" A-C PLYWOOD AND GLUED TO-FLOOR Jo1StS R C14 -- -_____- ------------------------------------------ --------------------- -- y - ----- ------------- %w A tJ1560 CLE R-SPAN XIStI [FACE MOUNT JOIST FLOOR JOISTS - 11 Ye" E NG ROOF AND , Ln HANGERS HUS412 a 16" ac - PROVIDE 2 9" (830)ROCKWOOL\\ FRAMING t0 BE / ROWS OF SOLID INSULATION BETWEEN MOVED I I = I I / (2) 1.15 X 1181 LVLBRIDGING EQUALLY JOISTS =_ ___ "" •'-{ HtADER SPACED ALONG SPAN I I I I a z GARAGE cEMENTITOUS CLAPBOARD SIDING - 4 I I U n NEW STAIRS - 10 1 T1e:EAD / 8" RISERS HARDiPLANK 8" M I I I W M W/36" HANDRAIL Xld4 / XPOSURE L N r E v� ~ i ------------------------- OPEN LATTICE SCREENING I U Q MAINTAIN MIN 8" I I AROUND PERIMETER OF DECK 1 X 4 4 1 X 8 AZEK APRON CLEAR SIDING t0 RADE = PAIR 3' X "I' SWING _ ENCLOSE EXISTING OVER ROUGH FRAMING C111 Lt BARN DOORS OPEN BREEZEWAY FULL PERIMETER OF DECK WITH STUD FRAME EXISTING SLIDING GLASS I E AND INSTALL NEW DOOR TO REMAIN M rn PAIR OF ENTRY 36" H.PERMACAST o DOORS NEW 6 X 6 COLUMNS RAILING SYSTEM WITH 1 X 1 /� ENCLOSED WITH BALUSTRADES AT 5" OZA O OS D SE C I-}-I ON A S A MPROPOSE12 A ELEVATION FIBERGLASS COLUMN AD3 SCALE: 1/4" = 1'-0" A03 SCALE: 1/4" = 1'-0" COVERS - PROVIDE TRADITIONAL STYLE CAP AND BASE RED ,p . pE C E _ a24- JAN 1 1 2021 e Drawn by: Southold Town 12/21/20 JWW Roa rd of Tru�tces Scale: Job /: 1/4' a 1'-0" ee20-012$ Town of Southold Building Plans Examiner shall review the enclosed document for minimum acceptable plan submittal requirements of the Town as specified in the 2020 Building and / or Residential Code of the State of New York. This review does not guarantee compliance with that code. The seal and signature of the design professional has been interpreted as on attestation that, to thebest of the licensee's belief and information the work in the document is: > Accurate; > Conforms with govenring codes applicable at the time of submission; > Conforms with reasonable standards of A003 practice with view to safeguarding of life, health, property and public welfare; > Is the responsibility of the licensee. Sheet: of: 5 2 X 10 ROOF „ MAINTAIN MIN 1” AIRSPACE RAFTERS a I6 FROM SHEATHING t0 12 INSULATION 6 IS GA GALV.STL. TWIST STRAP RAFTER TIE SIM.OR EQUAL TO SIMPSON STRONG 3 REVISIONS 12/15120 TIE MODEL IMT530 AT 2 REVISIONS 8/28/20 CONTINUOUS SHINGLEVERY E 2X8 RAFTERS AT 16" OC OVER RIDGE VENT SECURE Wim/(14)10d NAILS 1 PRELIMINARY 6/02/20 W1 6 R9)ROCKWOOL Revision Date INSULATION Oe — RIDGE Ht - 20' AFG CONTINUOUS ALUM DRIP EDGE 3 > > C GAF TIMBERLINE 2 4 ASPHALT SHINGLES _-- 0 Q ` + BMS 6LG. 1 PERMIT a���m OVER 15 FELL ON " X40 EXTRUDED ALUM TYPICAL EXTERIOR W OPEN EXPOSED 2 X 6 PORTION OF EXIST-Cs 3/4" A-C GRADE CONSTRUCTION - 2 X 4 FRAMING e 3 GARAGE STRUCTURE PLYWOOD SEAMLESS GUTTER Submission jDate (2)2X4 CONT.COP STUD FRAMING W/� COX 1� TO BE DEMOLISHED SHEATHING 42 H GUARD RAIL UNHEATED 1=1N181-1ED PLATE 1 X 6 'AZEK' TRIM BOARD PLYWOOD SHEATHING 4 q " 1 X 6 AZEK TRIM I6 GA GALV.STL.TOP PLATE ROUND STAIR OPENING STORAGE----------------------------- ----------------------------------------------------- HURRICANE SCRAP SIMILAR CONTINUOUS FASCIA BD. TYVEK VAPOR BARRIER ----- --------------------------------- -------------- 12" GLAD WITH IS" CEDAR �� I BOARD AT FASCIA 4 ------ �� VENTED VINYL SOFFIT ao 3/4 T4G PLYWOOD GABLE END OR EQUAL TO SIMPSON 12 PERFECTION SHINGLES W/ 6" EXPOSURE - R11 (NSUL --m=%a--SUBFLOOR=SCREWED_==------- ----------- -===n ------r- - SECURED TO 2 �C SOFFIT O AND GLUI=D TO FLOOR - I EXISTING BREEZEWAY STRONG t(E MODEL �I-I6 AT JOISTS ROOF STRUCTURE TO „ NEW HEADER ACROSS v EVERY SCUD FRAMMs 4—J FLARE OUT SIDING GARAGE DOOR OPENING / AND TRIM WITH 1 X 8 REMAIN - MODIFY AS OR SUBSTITUTE W/H2 FOR TYP.4 EXTERIOR STUD V AZEK FRIEZE NECESSARY TO TIE INTO RAFTERS t STUDS IN WALL (2) 1.15 X 1125 LVL w/}�" - NEW WALL ALIGNMENT -- rn ter- -n-r-- - rr=- ==T= --n--- --n== ==n== _ ==n== ==n== --F—= ==Fr=- _-�__ _�= STL PLATE BETWEEN � - - _;;- -„- _„ = i B BOARD � � •� -------- Y=_ --- -------------- - ------------------------- -----------y NEW INFILL WALL c z ---------- 000 o / CONSTRUCTION - 2 X 4 F-RAM I I G DETAIL CLEAR-SPAN TJI 560 ; �� \ (2) 1.15 X I1B� LVL W/ i �� �� �� _ �- �� FLOOR JOISTS II Ya STL PLACE STUD a 16 OC W/ CDX SCALE: 3/4 1 0 �� f6 n PLYWD SHEATHING AND e 12” O.0 - PROVIDE 2 4 X 4 SOLID POST STRINCsERS, SEE NEW INFILL WALL TO ALIGN HARDIPLANK CLAPBOARD - Co 0) ROWS OF SOLID j ON PC FOOTING BOLTING PATTERN I WITH EXISTING BEAMS SIDING .- Ln - BRIDGING EQUALLY DETAIL D /A.04 SUPPORTING ROOF 2X4 SILL PLATE L C� SPACED ALONG SPAN ! I; ! STRUCTURE `�' 2X4 EXTERIOR STUD WALL T, GARAGE_AR � j ;I C �o FINISHED FLOOR OF �� / 1/2" C-C EXPOSURE I W _0 CEMENTITOUS WALKWAY TO ALIGN WITH 3/4 t 4 G PLYWD. EXTERIOR GRAPE PLYWD Q NEW STAIRS - 10" CLAPBOARD SIDING - EXISTING FINISHED FLOOR SUBFLOOR TREAD /8" RISERS I / HARDIPLANK 8" IN GARAGE SHEATHING W/ 36" HANDRAIL �� � 1 EXPOSURE FINISHED GRADE TO BE 1" 11 Ya TA FLOOR JOISTS a BELOW FINISHED FLOOR Is I6" OC MAINTAIN MIN 8" AND PITCH AWAY FROM V PREMOLDED L -� m / I = I BITUMINOUS EXP JOINT CLEAR SIDING t0 a FOUNDATION N GRADE I C I CUT DOWN 12" OF E IS — NEW PC HAUNCH FOUNDATION WALL TO — — FOUNDATION TO EXTEND ALLOW NEW FLOOR TO NEW 8" PC FOUNDATION " " 36" BELOW FINISHED 2X10 RIM JOIST ALIGN WITH EXISTING WALL ON 8 X 16 PC GRADE FOOTING W. 2 X 4 KEY, /� /� r (�:)FROFOSEP SECTION 4° PG SLAB OVER I MIL MINGTING B BEAR ON 11 2 O OS EAST VAT I ON POLY VAPOR BARRIER UNDISTURBED SOIL 36 N ON 4" COMPACTED RCA - BELOW GRADE SCALE: 1/4" = 1'-0" DOWEL TO EXISTING SLAB AD4 SCALE: 11411 = 1'-(1>" —j W/ 4" L. 05 BARS AT 24" (2)2 X 4 TOP PLATE 16 GA.X 6LV.0" L GASTEEL 2X4 STUDS a 16" OC STRAP TIES LU W/31/2" (RII)BATT At 16" OC SIMILAR OR 0 INSULATION 4 6 MIL EQUAL t0 'SIMPSON POLY VAPOR BARRIER STRONG-TIE' MODEL ON INTERIOR FACE OF OMSTC40.SECURE W/ Z STUD WALL 8d NAILS e 30 O.0 Q i /� `, � LOW SLOPE ROOFING - 2 PLY SELF FRAMING DETAIL �� _ ,_ �� 8 O COMPOSITE DECKING SCALE: 3/4 I � ADHERING SBS SHEETS OYER %a' SECURED TO DECK JOISTS W/ V 12 EXTERIOR GRADE PLYI;.00D. CONCEALED FASTENERS 15 PROVIDE CONCEALED MEMBRANE W FLASHING ALONG ROOF EDGE, W EXTEND 24" MIN UP ROOF ARCHITECTJRAL GRADE - — 2 X 8 ACO DECK JOISTS e I6" ASPHALT SHINGLES OVER -- 2 X 8 ACQ RAFTER a 12" O.0 ALUM. DRIP EDGE FLASHING �OC 150 FELT ON 3/4" C-C - z EECURE XTEND �o GUTTER SHEATHING AND EXPOSURE I PLYWD. � SHEATHING ° (3)2 X 8 ACQ BEAM 2 X 6 PURLIN LADDER J ° EXTRUDED ALUMINUM SEAMLESS _SECURE BEAM TO POST WITH POST - GUTTER - FULL LENGTH OF FASCIA - GAP - GALV.CGQ4b2-3b2SDS AS FRAMING TIED BACK TO — m ° MANUF.BY SIMPSON STRONG-TIE. DOUBLE RAFTER a 16 0:C SECURE AS PER MANUF I X (o AZEK TRIM BD.RAKE 1 X 6 AZEK TRIM BOARD OVER 2 o INSTRUCTIONS BOARD ALONG GABLE END " AZEK COMPOSITE PANEL X 6 BACK-UP FASCIA BOARD - (2)2 X 10 ACQ LEDGER o BOLTED t0 EXISTING STUD BEAD BOARD SOFFIT PANELS POST SECURED O FOOTING /W ABU44Z A TAC 4 FRAME WALL WITH)J" X 6" 12 a 11 � AZEK BEAD BOARD SOFFIT PANEL POST WITH (2) /aDIA GALV. GALV LAG BOLTS AT 18" OZ GALV.HURRICANE STRAP TRHU BOLTS, PROVIDE X" X 12° 1 u 18 GA GALV.STL.SEISMIC 4 IN STAGGER PATTERN H2BT At EVERY RAFTER TO GALV. ANCHOR BOLT VENTED VINYL SOFFIT AT 11- BEAM CONNECTION, SECURE 2 HURRICANE RAFTER TIE SIM. 12 AS PER MANUF INSTRUCTIONS WRAP BEAM W/ 1 X AZEK TRIM PROJECTED GABLE END BOARD BOTH FACES AND BOTTOM OR EQUAL t0 SM=XN 15 4 x 4 ACO POST ON 10" DIA STRONG TIE MODEL O12 AT Ln PC FOOTING - BOTTOM OF EVERY RAFTER, (3) 1.15 X X LVL BEAM,SECURE FOOTING 36" BFG SECURE W/ed WAILS AS 114 SECURE BEAM TO POST WITH PLYS Will MACHINE HEAD NEW 6 X 6 COLUMNS " CARRIAGE BOLTS AT 12" OC IN REQ'D.BY TABLE 33B OF 11-11ENCLOSED WITH FIBERGLASS CCC*&SDS2B AS MANUF. BY POST CAP - GALV. STAGGER PATTERN - COUNTER THE WOOD FRAME %'R z COLUMN COVERS - PROVIDE SIMPSON STRONG TIE. SECURE I I SINK BOLT HEADS CONSTRUCTION MANUAL. IM U a TRADITIONAL STYLE CAP AND AS PER MANUF INSTRUCTIONS '� ,in Ln BASE /� 'a` W M �� a COMPOSITE DECK 8 8 COMPOSITE DECK G OST to I S /` +' N TOP OF DECK TO BE 1 LOWER COVERED DECK RAILING SYSTEM RAILING SYSTEM /�► N THAN FINISHED FLOOR LEVEL cA I 4 SCALE: 1 1/2" = 1'-011 FRAMING DETAIL �' .. COMPOSITE DECKING WITH CONCEALED r-AS"MI;,ERS SCALE: 3/4" = 11-011 .04 ' / - U COMPOSITE DECKING (2)2 X 8 ACO BEAM " i BOLTED TO 6 X 6 5 SECURED WITH � Q � r-fCONCEALED FASTENERS SHINGLE OVER RIDGE VENC POST W/ (2)X11 X 12" TO DECK JOISTS „ °� (2)2 X 8 ACQ LEDGER GALV tHRU BOLTS MAINTAIN MIN 1 AIRSPACE to / ° FROM SHEATHING TO 18 GA GALV.STL.RAFTER 0 BOLTED TO EXISTING STUD LUS28 FACE BEAM t0 RIDGE BEAM TIE SE OR FRAME WALL WITH X11 X 6" MOUNT JOIST GALV LAG BOLTS AT IS" O.0 HANGERS AT EA. �4 1 X 2 4 1 X 8 AZEK TRIM RIDGE IN STAGGER PATTERN JOIST ° BOARD SKIRT EQUAL t0 SIMPSON STRONG PROVIDE ALUM CAP FLASHING 2 X 8 AcQ DECK FRAMINGe ° CIE MODEL OLSTA24 AT OVER TOP OF LEDGER 16° OzEVERY RAFTERSECURE A$ PER CABLE 3.4 = �:.,. ARCHITECTURAL GRADE OF THE WFCM 1135 ED. 0)CI5 X reg WE M W'"R' FACE MOUNT JOIST HANGERS I X 6 ACO NAILER G W. E OVER ��aTt PLAN t� GALV. LUS28 AT EACH DECK 15t FELT ON 3/4" C-C e��eonre��o�,caa�Ar,� " ' DOLTS 6TAGGeW AT Q'OG, y 1© JOIST SECURE WITH 8 D 2 X 8 ACQ NAILER EXPOSURE I PLYWD. wurrtaHs•tc�sra�+cE FASTENERS X" COMPOSITE T46s SHEATHING 12 `' F �+ �+ r�osT uw arm�ue ae FauL to D 3 O OS SECTION I ON C � C 6 X 6 POST SECURED TO -_- SKIRTING �sn=eo*FM(2)LVL*0 D (0 (2)LVL µ - 2 X 4 ACQ NAILER ® 0 4:�5 �� _ u FOOTING W/ ABU66Z ATTACH _ _ FINISHED GRADE A�FDAwc" JAN 1 1 2021 A,04 SCALE: 1/� - 1 -O � POST WITH (2) /8 DIA GALV. TRHU BOLTS,PROVIDE)i" X 12" 4 GALV. ANCHOR BOLT 0EEWS OF WAIN AT � Southold Town p toDrawn by: of Trf��`ees _. 1/20 JWW 6X6POSTONI2" X12" PC PIER ON 20" X 20" X 8" DP D Scale: Job FOOTING - BOTTOM OF 1.15 X 11.25 LVL RIDGE BEAM FRAMING DETAIL _ " � " FOOTING 36 BFG 2 X 8 OR 2 X 10 ROOF SCALE: 3/4�� 1�-0�� I/4 A.04 ■ 1-0 se20-0125 RAFTERS a Vol" O.0 ��"" Town of Southold Building Plans Examiner shall review the enclosed document for minimum acceptable plan submittal requirements OVT AN AMDETAILS of the Town as specified in the seal Building and / or Res denial Code of the State of New York. This review does not guarantee A . 0 1= compliance with that code. The seal and sionoture of the design professions! has been interpreted as an attestation that, to the 1 ,4 /+ _ /� best of the licensee's belief and information the work in the document is: f�f SCALE: 1 1/2" 1'—Oil 4 }}}��. JAS /� E > Accurate; > Conforms with govenring codes apolicabie at the time of submission; > Conforms with reasonable standards of AM INC DETAIL i -SCALE, 3/411 = V-Oil AN proct;ce ETAILpractice with view to safeguarding of life, health, property and public welfare; > Is the responsibility of the licensee -SCALE, 3/4" = 1'-�" ANSheet: of: 5 TABLE R301.2(1) of the RES. CODE of N.Y.S. NAILING SCHEDULE ANOTE: ALL ROOF AND WALL CLADDING SHALL COMPLY WITH THE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA MANUFACTURER'S RECOMMENDATIONS FOR 110 MPH FASTEST MILE NUMBER OF WIND SPEED OR 135 3-SECOND GUST WIND SPEED. GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHEILD AIR MEAN JOIST DESCRIPTION COMMON NAILS NAIL SPACING SNOW DESIGN Weathering Frost line DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL LOAD SPEED MPH TOPOGRAPHIC SPECIAL WIND WIND BORNE CATEGORY 9 Termite Decay HAZARDS INDEX TEMP ( ) EFFECTS REGION DEBRIS ZONE depth TEMP REQUIRED ROOF FRAMING �A� 3 REVISIONS zisi-© FMODERATE SLIGHT TO NASSAU MODERATE SUFFOLK 1 1 VALLEYS S FEMA IF 510 52.2 CEIL ING NG JOIST TO OP PLATE (T ER TO TOP PLATE DNNLED) 3-8d PP R NOTE: BUILDING WAS DESIGNED 2 REvISION� 8 zaizm 20 135 MPH NO NO C SEVERE 36 To HEAVY 3-SECOND GUST 2-16d COMMON NAILS ® 6 o.C. SIMPSON HDU8-SDS2.5 1 f-REL l l IN,4RT- 0/02/20 FOR FULL LENGTH OF STUD CEILING JOISTS TO PARALLEL RAPIER (FACE-NAILED) 13-16d (for 3 pitch) EACH LAP USING ASCE-7 Revision Date CEILING JOISTS TO PARALLEL RAM (FACE-NAILED) 10-16d (for 4 pitch) EACH LAP " 7/8" DIA THREADED ROD EMBEDDED CEILING JOISTS TO PARALLEL RAFTER (FACE-NAILED) 8-16d (for 5 pitch) EACH LAP 3 12 1/2" INTO CONCRETE FILLED CMU CEILING JOISTS TO PARALLEL RAFTER (FACE-NAILED) 17-16d (for 6 pitch) EACH LAP 2 (OR POURED CONC) WITH SIMPSON ET (HIGH STRENGTH EPDXY CEILING JOISTS TO PARALLEL RAFTER (FACE-NAILED) 17-16d (for 9 or greater) EACH LAP � 1 PERMIT Izyzvzm CONTINUOUS RIDGE VENT— ADHESIVE) FOR TEMP.S 0 F TO 40 F CEILING JOISTS LAPS OVER PARTITION (FACED-NAILED) 13-16d (for 3 pitch) EACH LAP 0820 STRAPPING BY: USE SIMPSON AT (HIGH STRENGTH CEILING JOISTS LAPS OVER PARTITION (FACED-NAILED) 10-16d (for 4 pitch) EACH LAP Submission Dat e "SIMPSON STRONG TIE" w/ (8) GABLE ROOF CONSTRUCTION: ACRYLIC ADHESIVE) CEILING JOISTS LAPS OVER PARTITION (FACED-NAILED) 8-16d (for 5 pitch) EACH LAP d NAILS EACH END TYPICAL ROOF CONSTRUCTION 240'FIBERGLASS/ASPHALT CEILING JOISTS LAPS OVER PARTITION (FACED-NAILED) 6-16d (for 7 pitch) EACH LAP 0 TYPICAL ROOF CONSTRUCTION' SEE TYPICAL NOTES ARCHITECTURAL ROOF SHINGLES OVER(U CEILING JOISTS LAPS OVER PARTITION (FACED-NAILED) 4-16d (for 9 or greater) EACH LAP SEE TYPICAL NOTES LAYER 15'FELT PAPER with ICE AND WATER FIRST FLOOR COLLAR TIE TO RAFTER (FACE-NAILED) 5-8d (for 3 pitch) PER TIE SHIELD ALONG RIDGE,SOFFIT AND GABLE ¢moo° ROOF RAFTER EDGES COLLAR TIE TO RAFTER (FACE-NAILED) 4-8d (for 4 pitch) PER TIE O • In"COX EXPOSURE 'S PLYWOOD SHEATHING COLLAR TIE TO RAFTER (FACE-NAILED) 3-8d (for 5 pitch) PER TIE ¢��° � 4-1 CONTINUOUS SHINGLE OVER RIDGE VENT ® INTERIOR ZONE fu SIMPSON H2A•16° O.G. • 2X8 ROOF RAFTERS 9 ib"O.C.(SEE PLAN) „ COLLAR TIE TO RAPIER (FACE-NAILED) 3-16d (for 6 or greater) PER TIE V L 2-16d COMMON NAILS ® 6 O.C. ® PERIMETER ZONE C L SIMPSON HDU8-SDS2.5 BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END a] v- ROOF RAFTERS FOR FULL LENGTH OF STUD ABLE WA Q) 4-J c: M RIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END EDGE ZONE "'0 Q J • 11 WALL CONSTRUCTION: ALUMINUM GUTTERS AND ALUM LEADERS ON WALL FRAMING • TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d 1 PER FOOT = � ` STRUCTURAL RIDGE BEAM 1x8 FASCIA WOOD FASCIA LL • PRE-DIPPED 18"ROYAL CEDAR SHAKES TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16d JOISTS-EACH SIDESUCTION IS0METRIC PLAN a WITH b"EXPOSURE ON 'TYVEK'BUILDING BLOCKING ® ENDWALL STUD TO STUD (FACE-NAILED) 2-16d 24' o.c. WRAP ON ln"CDX PLYWOOD SHEATHING ON 4-1 00 HEADER TO HEADER (FACE-NAILED) 16d 16' D.C. ALONG EDGES fQ Ln (2)2 X 4 TOP PLATE 1'_0" F15EI STUDS a Ib"O.C.w/ION KRAFT FACE TOP OR BOTTOM PLATE TO STUD (END-NAILED) 1-16d PER STUD LTJ FIBERGLASS BAT INSULATION I/2" EXTERIOR CDX ALL ATTIC INTERIOR WALLS AND CEILING In" BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST 1&2 SCALE 1"=1'-0" 2-16d PER FOOT PLYWOOD SHEATHING GYP'BD.(TYP) OR BLOCKING (FACE-NAILED) • INTERIOR WALLS SHALL BE SHEATHED WITH NAILING NOTES: Q 2x4 STUD WALL 61111O.C. b"DUTCH-LAP CEDAR SIDING FLOOR FRAMING JOIST TO SILL, TOP PLATE OR GIRDER OE-NAILED 4-8d PER JOIST 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING • POOL HOUSE CEILING SHEATHED WITH 1n ) NAILED 6 OC AT THE PANEL EDGE. IF WALL SHEATHING IS GYP'BD. SIMPSON HDU8-SDS2.5 BRIDGING TO JOIST (TOE-NAILED) 2-8d EACH END NAILED 3" OC AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR DETAIL BLOCKING TO JOIST (TOE-NAILED) 2-8d EACH END CAPACITIES. NAILING REQUIREMENTS FOR STRUCTURAL „_ , BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d EACH BLOCK MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SCALE 1 -0 FLOOR CONSTRUCTION: SECOND FLOOR SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE Olt • 4„P.C.SLAB V bxb WI.4xW1.4 W;LM OVER 10 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST LOAD PATH. (4- Sd nags each end) I -111111- MIL. POLYETHYLENE VAPOR BARRIER JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST 4”COMPACTED RCA OVER ROLLED 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED IBM 10. 2x4 STUD WALL •Ib" O.C. SUBGRADE BAND JOIST TO JOIST (END-NAILED) 3-16d PER JOIST MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE 1/2" EXTERIOR CDX PLYWOOD SHEATHING PROVIDE 2"FOUNDATION INSULATION UNDER HOLD DOWN DETAILS BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d PER FOOT PERMITTED TO BE REDUCED TO 1-16d PER FOOT (4) I0d SLAB EXTEND 24"FROM WALL SEE FLOOR PLANS FOR LOCATIONS OF HOLD DOWNS ROOF SHEATHING 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE NAILS (2 @ EACH C520 STRAPPING BY: "SIMPSON STRONG STRUCTURAL PANELS (SEE SUCTION ZONE ISOMETRIC DETAIL) STAPLES ARE PERMITTED. CHECK IBC FOR ADDITIONAL PLATE) TIE" OR APPROVED EQUAL w/ (8)edREQUIREMENTS. 5 NAILS FOUNDATION CONSTRUCTION: 4 FT PERIMETER ZONE PANEL EDGES fid s' D.C. 4. ALL QUANTITIES ARE BASED ON 16" OC SPACING FOR � 4" PC SLAB OVER PROVIDE 20 GA.GALV.TERMITE SHIELD CONNECTION NOTES 4 FT PERIMETER ZONE AT INTERMEDIATE SUPPORTS IN PANEL FIELD 8d 12" o.c. w b MIL VAPOR AND SILL SEALER UNDER ACO SILL PLATE INTERIOR ZONE PANEL EDGES 8d 5 V o.c. RAFTERS, JOISTS AND STUDS Simpson Strong-liieBARRIER ON 4" CS20 tra In S PROVIDE 5/8"DIA ANCHOR BOLTS B Y-0" INTERIOR ZONE INTERMEDIATE SUPPORTS 8d 12' o.c. 5. FOR ROOF SHEATHING WITHIN 4 FT OF THE PERIMETER EDGE 0 ® 16 o cP g RCA ,° C6 20 • O.C.AND NO MORE THAN 1?"FROM ANY 1. ALL FRAMING HARDWARE SHOWN ON THESE PLANS, UNLESS OTHERWISE NOTED IS SIMPSON STRONG-TIE Z-MAX. OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE z •16 (WRAPED AROUND SILL PLATE) NO SUBSTITUTIONS ARE APPROVED OR AUTHORIZED. OUTLOOK BLOCKS 8d 4' o.c. ROOF PEAK, THE 4 FT PERIMETER EDGE ZONE ATTACHMENT • ° CORNER OR DISCONTINUOUS EDGE. end distance 1 5/8 a ° MIN�'AIM OF 7 EMBEDMENT with 3"SQUARE 2. DUE TO THE NATURE OF FRAMING HARDWARE TO THE OTHER COMPONENTS OF THE STRUCTURE, SUBSTITUTIONS CEILING SHEATHING REQUIREMENTS SHALL BE USED. � number of TYPICAL SILL DETAIL WASHERS AND END NUT SETUP OF ANY FRAMING HARDWARE WILL RESULT IN THE INSTALLER/CONTRACTOR ASSURING RESPONSIBILITY FOR THE GYPSUM WALLBOARD 5D COOLERS 7" EDGE / 10' FIELD Z -Equal. ° " I. 6. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE specified nags m (2)2x6 ACQ SILL ON SILL SEAL DESIGN AND PERFORMANCE OF THE ENTIRE SYSTEM. Q each end 10" X 10" W1.4 X WI.4 WWM ° TERMITE SHIELD: PROVIDE 5/8" DIA. • 8"THICK POURED COWALL SHEATHING 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BENCRETE FOUNDATION USED. (4- 8d nags each end) SLAB REINFORCMENT ANCHOR BOLTS • Y-0" O.G. AND NO WALLS w/(2)5 BART TOP AND BOTTOM 3. ALL SPECIFIED FASTENERS TO BE INSTALLED PER INSTRUCTIONS OF THE SIMPSON STRONG-TIE WOOD STRUCTURAL PANELS (SEE SUCTION ZONE ISOMETRIC DETAIL) W „ CONSTRUCTION CATALOG. INC, 4 FT PERIMETER ZONE PANEL EDGES 8d IRRECT FASTENER QUANTITY, SIZE, TYPE, MATERIAL OR FINISH MAY CAUSE THE 6 MORE THAN 12 FROM ANY CORNER OR 6' o.c. DISCONTINUOUS EDGE. MINIMUM OF 7" • 18"x 8"P.CONC.CONTINUOUS FOOTING W/ CONNECTION TO FAIL, 16D FASTENERS (8 GAUGE) ARE COMMON NAILS AND CANNOT BE REPLACED NTH 16D Q (2) '5 REBAR TOP AND EMBEDMENT with 3" SQUARE WASHERS (2)0 5 BARS CONTINUOUS ON UNDISTURBED SINKERS (9 GAUGE) UNLESS OTHERWISE NOTED. 4 FT PERIMETER ZONE D INTRFMEDIATE SUPPORTS IN PANEL FIELD 8d 12' o.c. BOTTOM OF FOUNDATION all AND END NUT SETUP SOIL. 4. INSTALL ALL FASTENERS BEFORE LOADING THE CONNECTION. INTERIOR ZONE PANEL EDGES Bd 6 6' o.c. W CONTINUOUS, TYP. INTERIOR ZONE INTERMEDIATE SUPPORTS 8d 12' o.c. 0 NTS • • 5. JOIST SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT AND THE GAP BETWEEN THE JOIST END AND THE GYPSUM WALLBOARD INTERMEDIATE 5D COOLERS 7' EDGE / .c. FIELD STRAPPING SCHEDULE B (2) 05 REBAR BOTTOM OF HEADER SHALL NOT EXCEED 14 PER ASTM TEST STANDARDS. / z FOOTING CONTINUOUS, TYP 6. FOR HOLD DOWNS, ANCHOR BOLTS NUTS SHOULD BE FINGER TIGHT PLUS 1 TO 1 TURN WITH WRENCH WITH FIBERBOARD PANELS 7/16' THICK 6d3 3' EDGE / 6" FIELD LOCATION STRAP TYPE Z • CONSIDERATION GIVEN TO FUTURE WOOD SHRINKAGE. CARE SHALL BE TAKEN TO NOT OVER TORQUE THE NUT. 25/32" THICK 8d3 3- EDGE / 6- FIELD — BC FOOTING TO PARTICAL BOARD PANELS 8d SEE MANUFACTURER RIDGE ASSEMBLY SEE DETAIL A SHEET A-05 2 X 4 CONTINUOUS KEY BEEARAR ON COLEAN FLOOR SHEATHING SUBFLOOR ROOF ASSEMBLY TO WALL ASSEMBLY SEE DETAIL B SHEET A-05 Q UNDISTURBED 501E MIN 36" BELOW FINISHED GRADE STRUCTURAL PANELS UP TO 1' THICK 8d TV EDGE / 12" FIELD WALL ASSEMBLY TO FOUNDATION SEE DETAIL C SHEET A-05 LL C r MORE THAN 1'THICK 10d 6" EDGE / 6' FIELD FRAMING DETAILS I SCALE 1"=1' TOP PLATE SPLICE LENGTH TOP PLATE SPLICE REQUIERMENTS FOR TOP PLATE SPLICE REQUIERMENTS FOR NOTATION WIND - EXPOSURES B&C- ONE STORY WIND - EXPOSURES B&C- ONE ALL SLAB ON GRADE OTHER CASES A) NUMBER OF 8d NAILS AT BUILDING DIMENSION MINIMUM SPLICE BUILDING DIMENSION (FT.) MINIMUM SPLICE LENGTH (FT.) EACH END OF STRAPPINGS LLL LENGTH APPLY SUBFLOOR ADHESIVE TJI JOIST BLACKING WITH END B) NUMBER OF SILL STUDS ON 12'-0" 3'-0" 12'-0" 2'-0" TO ALL CONTACT SURFACES BLOCKS INSTALLED AT Ys JOIST A SPAN LOCATIONS USING TWO FLAT (DOES NOT APPLY TO 16'-0" 4'-0" 16'-0" 3'-0" Ln Bd (ZJ¢7 BOX NAILS OR p)4- BLOCKING PANEL BY TJ BLACKING PANEL BY TJ SCREWS,TYPICAL DOORS) 20'-0" 5'-0" 20'-0" 4'-0" � C) NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF 24'-0" 6'-0" 24'-0" 4'-0" Q T' E� STIFFENER TJ fie B D HEADER 2x4 MIN. BLOCKS BY Q� CONTRACTOR EACH SIDE E , Z - _ E:F 28'-0" T-0" 28'-0" 5'-0" Z OF TJI TO SUPPORT p NUMBER OF 16d NAILS END COLUMN LOADS. C' 1. TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP-PLATE 32-0" 8'-0" 32'-0" 6-0" 1 LENGTH. JOIST DEPTH +XG" NAILED THROUGH ADJACENT CONNECTIONS USING 2-16d NAILS PER FOOT, FOR SHORTER SPLICE LENGTHS, 36'-0" 9'-0" 36'-0" 7'-0" "Cn .2- KING STUD TO END OF THE NAIL SPACING SHALL BE REDUCED IN ORDER TO PROVIDE AN EQUIVALENT W Ln CONTRACTOR EACH SIDDEE 7x4 MIN. BLOCKS HEADER NUMBER OF NAILS 40'-0" 11'-0" 40'-0" 8'-0" `~ M tT OF rCOTO N LOADS. SECTION "AA" F E) NUMBER OF JACK STUDS AT 50'-0" 13'-0" 50'-0" 10'-0" ' N WEB STIFFENER BY TJ EACH SIDE OF HEADER 2. TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED IN EXPOSURE B EACH SIDE OF TJI. LENGTHS J015T DEPTH +1(e' 60'-0" 16'-0" 60'-0" 12'-0" COLUMN LOADS F NUMBER OF 16d NAILS END CANNOT BE SUPPORTED BY TJI JOIST NAILED THROUGH ADJACENT 3. TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL HEIGHTS FOR JACK STUDS TO END OF SILL OTHER HEIGHTS, H THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED 80'-0" 22'-0" 80'-0" 16'-0" U Q 1 ND POST LOCATIONS �1 TJI BLOCKING DETAIL AT EACH SIDE. BY H/8 L 4. TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL O "� "� Gap*: WEB STIFFENER ATTACHMENT to cn Y8"minimum Q 1„ 2%"maximum 0Y"for TJINailing: 560,560D) See sizes below. TOP PLATE SPLICE R EQ U I R M E N TS n d- O When sheathing thickness exceeds%", Web stiffener both sides. '- trim sheathington at rim board Hanger height must tongue be a minimum of 60% See Sizes below. *With point load from above,and no support Plate nail-16d(0.135"x3Y") ofjoisodepthf60% * below,install web stiffener tight to top flange FASTENING SCHEDULE AROUND EXTERIOR WINDOW Tight fit (gap at bottom flange) at 16"on-center* AND DOOR OPENINGS Floor panel naill- Depth Minimum Web Nailing Requirements SEE PLAN 8d 0.131"x 2Y2")at 6"on-center* h TJIO Joist Series Number Nails NOTATION TYPE 1 SHEARWALLS SHALL BE SHEATHED WITH ( (in.) Stiffener Size Type A B C D E F - Top mount e „ s End Intermediate R.O. 1�2 PLYWOOD ON THE EXTERIOR ATTACHED WITH 8d COMMON NAILS AT 3 OC AT PANEL Web Stiffeners required 110 All /6 x 2/s"�" hanger a s 8d 2'-0' 2 1 2x4 1 1 1 1 EDGES 6 OC IN THE FIELD AND 1 2 GYPSUM D C E � l C each side 210 All /a"x 2/6" „ 230&360 All %"x 2Y,,6"(" (0.113"x 2Y2") 3 3 4'-0" 4 (1) 2x4 2 2 2 2 I r , � t I 1Y"TJ®Rim Board or Face mount 16d 6 2 2x4 3 3 3 3 WALLBOARD ON THE INTERIOR ATTACHED WITH 6 -0" O 5d COOLER NAILS AT 7 OC AT PANEL EDGES 1Ya"TimberStrand ESL. hanger 560 All 2x4fzj " (0.135"x 3Y2") $�—O„ 8 „ JAN' 1 1 20 `� , (2) 2x4 3 3 3 3 �� �� Web stiffeners required if sides of 18" 4 4 AND 10 OC IN THE FIELD.BLOCK SOLID AT ALL Toe nail-10d(0.131"x 3") 20" (Z 16d 5 5 10 -0 10 2 2x6 4 4 4 4 y� hanger do not laterally support at 560D 2x4 PLYWOOD JOINTS. Q at 6"on-center* s ®. 22"(3' (0.135"x 3Y2") 6 11 V.JV ) least/"of TJI joist top flange 24°(3) 6 13 12 -0 12 (2) 2x6 5 4 5 4 Southold Tow n : ®'NE?�!`(O� Board of Trust es " (1)PS1 or PS2 sheathing,face grain vertical 3 I __TJI_-NEB STIFFENER DETAIL (2)Construction grade or better HOLD DOWN HOLD DOWN tom— SEE PLAN SEE PLAN NOTE: (sawn by: rTTs NTS (3)Web stiffeners are always required for 22"and 24"TJI®560D Joists SHEATHING AS PART OF SHEARWALL SEGMENT (SW), WHERE NOTED ON FLOOR PLAN, SHALL BE CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT 12i21i2o JLiLll TYPE 1 SHEAR WALL JOINTS. 8d COMMON NAILS @ 6"OC EDGE & 12" OC FIELD scale: Job k EXTERIOR WALL OPENING N.TS 5e20-0125 TRUSS JOIST DETAILS REQUIREMENTS SHEAR WALLS of t of Southold specified Plans Examiner shall revew the enclosed document for minimum acceptable plan submittal requirements of the Tcwn as specified in the 2020 Building and / or Residential Code of the State of New York. This review does not guarantee compliance with that code The seal and signature of the design professional has been interpreted as on attestation that, to the best of the licensee's belief and information the work in the document is:__J > Accurate; > Conforms with govenr;ng codes applicable at the time of submission; > Conforms with reasonable standards of ■A05 practice with view to safeguarding of life, health, property and public welfare; > Is the responsibility of the licensee. Sheen of: E„J 87* 37' 42" E _ _ _ _ _ _1 72. 78' - _ 20"High Fabric Silt Fence,Wood Stakes STAKE Fr.AON CENTER STAKES:2x2 (NOMINAL) HARDWOOD, 12A5120 / I DIRECTION OF---- 1-1/2"x 1-1/2"x 42"ACTUAL. 3 REVISIONS FLOW STAPLE WIRE TO POSTS 2 REVISIONS FINISHED GRADE 1 PRELIMINARY 8/28/10 ^1 6/0'1/1@ 1. SILT FENCE SHALL BE CONSTRUCTED BEFORE UPSLOPE GROUND COVER IS REMOVED.CLEARING,GRUBBING,AND STUMPING Revision Date / CAN OCCUR BEFORE SILT FENCE INSTALLATION IF GROUND COVER IS NOT REMOVED. N 2. WHERE POSSIBLE,SILT FENCE SHALL BE PLACED ON THE FLATTEST AREA AVAILABLE Q� 3. A RUN OF SILT FENCE SHOULD FOLLOW THE CONTOUR AS CLOSE AS POSSIBLE WITH THE ENDS TURNED UPSLOPE TO 3 [^ / I 20"MIN POND WATER BEHIND THE FENCE 2 `�J I 4. THE SILT FENCE SHOULD BE BURIED AT LEAST 6"DEEP AND HAVE A TOTAL OF 8"OF FABRIC BELOW THE GROUND.THIS c(,:�• CAN BE ACCOMPLISHED WITH A TRENCHER,CABLE LAYING MACHINE,SLICING MACHINE OR OTHER SUITABLE DEVICE 1 PERMIt 11/21/20 5. THE STAKESWHICH WILL�SHALL BE PLACED OSURE AN NTHENIFORM DOWN SLOPESIDEOF THE GEOTDMLE. ' I N I 6" IN \ 6. WHERE TWO SILT FENCE SECTIONS ARE COMBINED INTO ONE RUN THE END STAKES SHALL BE CONNECTED TOGETHER,NOT Submission Date SIMPLY OVERLAPPED. 7. IF RUNOFF OVERTOPS THE SILT FENCE FLOWS AROUND THE ENDS OR IN ANY OTHER WAY BECOMES A CONCENTRATED \ FLOW,ONE OF THE FOLLOWING SHALL bE PERFORMED,AS APPROPRIATE / I GEOTEXTILE FILTER FABRIC 1)AN ADDITIONAL RUN OF SILT FENCE SHALL BE PLACED UPSTREAM (MIRAFI 14ON OR EQUAL) 2)THE LAYOUT OF THE SILT FENCE SHALL BE CHANGED. EMBEDDED MINIMUM OF 6" / INTO GROUND WITH A 3)ACCUMULATED SEDIMENT SHALL BE REMOVED MINIMUM OF 8"OF FABRIC 4)OTHER PRACTICES SHALL BE IMPLEMENTED. BELOW GRADE o V C N 41 � rn 2 51LT FENCE DETAIL Q � >- 5h1�1 NTS - C z ce (a 0' o a fu L_ o �, \ HAY BALE NOTES W 1. HAY BALES ARE TO BE PLACED 5' FROM EXISTING EDGE OF ROAD AREA OF CONSTRUCTION 4 LAND DISTUR5ANCE / t #380 OR AT THE LIMIT OF DISTURBANCE,WHICHEVER IS GREATER. FLOW Q O EXISTING(N� 1�3g . 2. THE FIRST COURSE OF HAYBALES ARE TO BE EMBEDDED 4" ��— AREA OF CONSTRUCTION ■ GARAGE ADDITION 132 SF ' I DECK EXTENSION 506 SF / O PORT—A—SAN 2 STORY WOE) FRAME 3. HAY BALES ARE TO BE ANCHORED WITH TWO STAKES DRIVEN TOILETS EXISTING �0�00 SF I THROUGH THE HAY BALE.THE FIRST STAKE IN EACH HAY BALE TOTAL = 638 SF IS TO BE DRIVEN AT AN ANGLE TO CAPTURE THE PREVIOUSLY PLACED SINGLE FAMILY HAY BALE TO FORCE THE HAY BALES TOGETHER. LAND DISTUR5ANCE a GARAGE ADDITION 7.9 CY WOOD FRAME 4. STAKES ARE TO BE DRIVEN FLUSH WITH THE TOP OF THE HAY BALES. DECK EXTENSION 2.93CY z RESIDENCE 4" FACE TOTAL = 10.43 cY GARAGE i 5. THE HAY BALES ARE TO BE INSPECTED PRIOR TO THE START FF= g,� OF CONSTRUCTION EACH DAY AND PRIOR TO LEAVING THE SITE �Q, FF = 8.3' I AT THE END OF THE DAY. ALL EXCAVATED SOIL SHALL 5E STOCKPILED 1 Q 6. HAY BALES ARE NOT TO BE REMOVED EXCEPT AS DIRECTED BEDDING DETAIL AND CONTAINED BEHIND THE SILT FENCING BY THE ENGINEER. 24.33 7. HAY BALES ARE TO REMAIN IN PLACE FOR DURATION OF CONTRACT. / EXISTING 350 of WOOD ANGLE N REQUIRED TO CAPTURE O , I ADJACENT HAY BALE / y / DECK 24° AFG I I STABILIZE PILE WITH ENTIRE z 111 O i ? 2"x 2"STAKES DRIVEN 2' INTO GROUND HAY BALES PLACED ALONG VEGETATION OR 2:1 MAX, SLOPE / �Y / / —a I DRIVE STAKES FLUSH WITH HAY BALE PERIMETER OF PROPERTY COVER U ww Q / � QI Z / � yi HAY BALES OR SILT W v `' I /MIN. SLOPE FENCE MIN SLOPE\ Q Q / HATCHED AREAS < I Z INDICATE NEW INSTALLATION NOTES: CONSTRUCTION / 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE W J 2. MAXIMUM SLOPE OF STOCKPILES SHALL BE 2:1. WCL / I 3. UPON COMPLETION OF SOIL STOCKPILING EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR HAY BALES,THEN STABILIZED WITH VEGETATION 11; } / / / / I OR COVERED. ----------------- O * /�• / / Ck j CONSTRUCTION MATERIAL j ' 3 �� to 4 SOCK MATERIAL DETAIL � Cb 1,V / I AND STAGING AREA I I �h11�1 NTS �� NTS / / / I �,•,M',>4i�a ��j°.m' . q;Cb .,,• �;. "er,F •�• �,r �'a fit, yb»w,..^rt` ' •'-e` .j" ',�. y"" '"qY L-----------------J I0 ;s_ � cl .§riy ye yeses °"` x�,Nr 4r,� • a w t '�y aTad r• «�y Ile '".s / SILT FENCE r � �� �'� .�' .` x • g' .L1`�' a �`�} '-- -', � � yip..'�'s� ��, d ILP`• `, � "�,,� � *-I iot r 4 t'T :� �' .k" § �.§ I 1i n• °t Cn .6 aVrt tie f« W 'M M C I 's aeh�..lt"�, � �, w 5,K r • a �.,, ,,,r ■� 1--1 L!') !d P r f'e / / I P E• k 'd .a `�7• A "k,t'k w L, ®a " ,�-r r J ' a.� ....h r (n rI ^m' '�}'t� ■M.tea- , a` 'Y M-1 > l� ,D \�. / / �• / 4 > ="`' 4$ i '-' T.�g;,. �°t$11 rtt"'''' �'�4t� t� °, ,..,i !,- •+.. �.p° v /�� \� � ;,.r°a i�.�� � � �4 ..^^ ° ♦ Y, .�" ,.. « ,� rtx f 1• 4" � IRI p � W T( 7,8 y, y rt W m"z' r�: hob a' tEy�, ys,►� L hi S6.»' 4 Ew ..a' r�! go ,_w-'"" I [.#• d "a a °� pkv Ch 6 „� Q `k r "b '" �'y a `� � 7� 8 �.t� - i, ®2y,`p d° s WW1 E �"—_ p5 ` r'1 ' _. 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This review does not guarantee SURVEY PREPARED BY JEFFERY PATANJO compliance with that cote. The seal and signature of the design professional has been interpreted as an attestation that, to the SM . 01 best of the licensee's belief and information the wort, in the document is: DATED SEPTEMBER 18, 2016 > Accurate; > Conforms with govenrng codes applicable at the time of submission; > Conforms with reasonable standards of practice with view to safeguarding of life, health, property and public welfare; > Is the responsibility of the licensee UPDATED NOVEMBER 28, 2016 Sheet: of: 5