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HomeMy WebLinkAbout1000-115.-11-20 OFFICE LOCATION: �O��Of SU(/lyOlO MAILING ADDRESS: Town Hall Annex P O Box 1179 54375 State Route 25 Southold,.NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 �pQ Telephone: 631 765-1938 O Fax: 631 765-3136 �y00UM`I,Nc� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: December 6, 2017 Re: LWRP Coastal Consistency Review for JOSEPH J. D'ANGELO SCTM# 1000-115-11-20 Morano Expediting Service on behalf of JOSEPH J. VANGELO requests a Wetland Permit for the existing 1,946sq.ft. one-story dwelling; and to replace the existing seaward side deck with a proposed 9'8"x16' (156sq.ft.) sunroom for a total of 2,102sq.ft. dwelling. Located: 490 Lupton Point Road, Mattituck. SCTM# 1000-115-11-20 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is EXEMPT from LWRP review pursuant to: § 268-3. Definitions. MINOR ACTIONS items "ll"which states: 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. Tpwn of Southold EC E 0 VEO LWRP CONSISTENCY ASSESSMENT FO DEC 012017 Southold Town A. INSTRUCTIONS Planning Board 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. t,.-;Rr 2. i�efore 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 sigh ficant 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 &on- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the followiXla�esin�ae Town of Southold's website(southoldtown.northfork.net), the Boarhe Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION O SITE AND PROPOSED ION SCTM# _- 11 - o�l7 PROJECT NAME 1 The Application has been sub itted to(che k appropriate response): Town Board ❑ Planning B and❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southo ag ncy action(check appropriate response): (a) Action undertaken y by Town agency(e.g. capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval, license,certification: Nature and extent of action: Location of action:. I t n PA,MaMlAry- Site acreage: Present land use: Present zoning classification: R—LIC) 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: d MORANO EXPEDMNG SERVICE Clio b1ana) L (a) Nacrie of applicant: (b) Mailing address: �'(m%kADn C� &Y-0ayI (c) Telephone number: Area Code W} VAS -59 U GL - oy- (d) Application number, if any: Will the action be 'rectly 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. pEVEL,01E1) COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. Yes ❑ No ZNot Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ZNot 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 9 Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ffNot Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑ ❑ U 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 th6Ytgh 34 for evaluation criteria. ❑ Yes F] No dNot Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No VNot 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. n 1:1YeJD No Not Applicable Attach additional sheets if necessary ° WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ZNot Applicable Attach additiona'1"4heets 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 EfNot Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No IR(Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies• ages 65 through 68 for evaluation criteria. ❑ Yes ❑ No Not Applicable PREPARED B TITLE PX(kA f DATE Ili a� tl e , Aw q-� Iant r '�0 ,yn.swcp 1 ' e4z°""g-- 1 \ =sy y s' t f:. �'@a► P. - � a"f _ fir'' er. s: lot a +lt IN yy Y 4.• v L t ..x t 44 tole :i �,,, ••'�'"p _ _ — t:>3= ':�E�S._:t 3.71-t:::.d.-,.'.�!�, ;�r�. •��=�` �,."�y�1 jS + � TFM:MO�[RRL.LltlNff� �"'C•y:.'-�v - - wee�cr♦e - P �PROy.ER'N�/MP7 SEE SEG NO.INPD S• OZ ac xn o ----- ----- wTCN � --�-- ---�-- tes�•I�+, to3 •� o�O""ixi'mrm Mx"�c G{tEENRT it I rF,d,E z,sHq �r e 03 fANc) 1]4 1 11 ir,o,woFaaman P lM� e o 1° N �$' acwr..ROPa O s 1y " 1u $ au 1 r o T♦ e T ] ,awU I Q�w ] ? �I ao Rn„woa0imnn a �� � oi\uor.rxrArxra • l++' is 1.•M:t-- �,� lZ9 + 2 e 12 WNC) La 22 O zpµd P. _^_pc'�c,+ - _^- � TSNU ! • O O ,Mx l y • N to J r P fl�N i • ! T e ! \P �1 a.TNU s a+ 1 QP e y O O M aF,c„a1p1D ♦ T •. ra f♦ u a zf a • 17NU w P T5 � ° 1aeNU 14 n „-n T J•... 5 tT ]? S m — wI MARMTOOKA + 1e 1e — \ �I us ]5NU UFF LK P 1735 ^ I LAKE1sA »' s \t�'� V I l♦ e.1 33.57 6♦ a^ 11 P n tf a O3 os_ I a .. zeA 15NU m z I moo,NSD 93 '•.1a 1 T` ♦ T I T P P a T P ^ o A • A n3• I v a „ T I n, r:, Tom+ � ] ., �• w*"p '2 P ] cl 11 i i ,sA gUFFOUC .I • ] ,. ri ^ D P b vx • •\tA 9 SIII ta3Nc1 ) IS1NU 1 5 ♦+ P T\ ♦ P , � ♦6� ^ \�µU , W_q ''lyl{c� 1. a O es zaHU ° 5 20 $ ° ^ P D Op + n+ � " mnwiia,n � loNU � .. T ^ a e �, 'i,e w qN1 • \iP i Nc1 i e � e P t9 • P TT ♦ '. n • / � • P 11 pf P \e s2 � .�p 11\t • t] 9 1e P 11 t0 P P § 10 ^ a1 usNq FOR PARGEI No. a —�' r s ° 1° +a P ,e .. 'E T ^i.•o "• \s SEE ME NO. w 3 .1 tT 11 6 •� 10 P 11 ^ 10 5 s �N1 xl \T' ±Vja jl aalamz L1 a 3 ^ T P ^ y m Ci '� I FOR VARCEI N0. '1 0�,..pr 1q\ P 12� P tt tT aTNc) ■ u I FOR PQ Na umaMoTND, ze Fpi PCl No. ,4 fa i SEE SEG Iq. zTNq SEE SEO xo. , \ • ♦ S a T e ° , b taasaW Y ,e ,� ,♦ e � , x x m — ---�--- -------z? —tz s wTCN - " .� , • n u� ,ra ac xa,a wTG, ---- 11eE SEE SEC.Ro.,a ♦ `q \°d 15 1♦ ,+,t'N 1 ba d,\, raga �1Vc of COUNTY OF SUFFOLK © x ' 'a solmlo�o secraNNo NOTICE UN , E Qi)---- - :` `- ------ a .,�..,,....�., Real Property Tax SenriceAgenq r ns 115 G ^� —�— _ _ O a...u. —_•_— �"'�—_'�_— c...T V,,. r,.W,xT,,», M Nor. _ „' —_— o..v. ——,___ oma.. •ipr, ��. ► P , "° 1550 PROPERTY MAV 1 TOTAL PLOT AREA: 28.352 SO. FT. t NOTES: • ELEVATIONS HEREON REFER TO N.A.V.D. BB REV. DATE ITEM D LU PTON POINT ROAD OCT 1 6 20 EDGE OF PAVEMENT 4Y` $DU(h01d T(i4YlI l�+un �` �°� Board of Tr I eF d EDGE OF PAVEMENT 46, 450.00' Z,Q S73'28'50"E u 100.00'PDX o/ D d u 6-, lV 0- 6d � s 6�y v 00 N PORCH `yWOOD C�A 17.4' ` 1a1 o n.4' n.7 ��. 28.4' GARAGE ONE STORY FRAME RESIDENCE i f 490 H F.FUIEV.-14.1' yj GAR.FLELEV.-12.1' 28.0' / Q 13.5 . . 25.0' J Z J GONG-+�. •:\�� 1100D O m ".\27tA.G mss• Z LL } OYER N Ix N W r O J TAX LOT 20 I w � O � O � O O 4 tt Z O Q AWU1C W Z J {{ C O K g �4 ''. ...._, . ........•,.y.,:2.a.:.. ....::,_;,:':." ,':9;,. _ ::�r,�,.�r.':,.. .r�;i;,gie,�'::�.;:c;,.. .'f`%' 'F—.:.:':iY:.:.n o. ... .l ..+G .. ..Vii.,. .. .,..,...-_. .. .. ... _ .. .. .-. .• .. , NEDGE W WATpl t' \'L • O 3 �O OF .. ul CgNO A'owO?�r F`�l".5 N55.4j''0�W RMERC Y OR MER/qM 1qNO � NO l q COr1.2,5.00,W OR FORMFRBY Op MER/qM THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, NO OFFICIAL OF THIS STATE, OR OF ANY CITY, COUNTY, TOWN OR VILLAGE THEREIN, CHARGED WITH THE ENFORCEMENT OF LAWS, ORDINANCES OR REGULATIONS SHALL ACCEPT OR APPROVE ANY PLANS OR SPECIFICATIONS THAT ARE NOT STAMPED. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. SUFFOLK COUNTY TAX MAP DIST: 1000 SECT: 115 BLK: 11 LOT: 20 Wallace T. Bryan OV NEW MAP OF DESCRIBED PROPERTY Licensed Land Surveyor 1�1 �. MAINTAINING THE RECORDS OF 400 LOCATION: MATTITUCK BURTON, BEHRENDT & SMITH TOWN OF SOUTHOLD. COUNTY OF SUFFOLK. STATE OF NEW YORK 273 SnedeconeAvenue lr. �, Bayport New York 11705 �'� .�>< SU SEPTEMBER 14, 2017 0 (631)472-1770 LAND CERTIFIED TO: JOSEPH D'ANGELO Pax 472-1771 SCALE: 1 "=30' FILE NO: 99-795R1 D ' ANGELO K 51DENCE > — N9) r 490 LUPTON5 POINT ISD . , MATTITUCK, NY 1 1942 w1 � � DRAIMNG INDEXN�U? PLOT PLAN ��� 51 - PLOT PLAN ��' 2 52 - GEN. NOTES 53 - FOUND./fl-R. FRAMING PLAN 54 - ROOF FRAMING PLAN 222. 12 _ �- -- ._.— --� o � 3 � 55 - 5TRUCTURAL DETAILS -= - p �j � _ w '1 $ I L.S O 2011 __ I O p� _�r U S6 STRUCTURAL DETA N 08 Q5 ,_ in 57 - STRUCTURAL DETAILS _ _ - ' N I a`=m W �v rallliy 58 - STRUCTURAL DETAILSNe �,Z SQ - 5TRUCTURAL DTAIS � o � DRIVEWAY 510 - 5TRUCTURAL DETAIL5 i N N ' O O a PARTIAL FLOOR PLAN z 0 8 -� l� A I O � 0 7.68 s3.2a tn � p �� � �� R I - 5UNROOM PLAN * ELEV. / ROOM DETAILS ROP05ED 5UNROOM Pb Z i Lu in in Q R2 SUN Ov / q.e W x 19-0 1!8• o R3 - 5UNROOM DETAILS N R4 - 5UNROOM DETAILS wnoDD R5 - 5UNROOM DETAILS ' - - ' o Q o cn of NE yy J sPy \ U 25.70' J_— I tq�P� 'f / n y W uj - LT) r OA 082359 — - O 1 1�Q�" �/ _- - - 9Q�ESSIO�P� 50 Nom FASTENER 5CHEDULE FOR 230 5LIN 4 SHADE — — t�— DRAWING TITLE: TO EX15TING 5TRUCTURE:5 4 FOUNDATION5 / FASTENENI COMPONENT (MIN-) FA5TrNx5 COVER H ET &V 0 BOLT vd 2(MIN.)0 EACH COLUMN C 1 `�CAIF: I'•,=30' COLUMN/SILL 11/4'WA5KM AND 19 O.C.(MAX.) J 2X8NOTE: _---- _ R�1/ISIONS BOARD W!WASHER (2)ROW5® 16'O.C. 1 .TH15 PLOT PLAN 15 FOR REFERENCE ONLY, FOR r CJ u 1 TomnNG ADDITIONAL INFORMATION 5EE SURVEY E WALL COLUMN 3/8'0 =O.C.(MA)Xf-) APART) PROVIDED BY A LICEN5ED LAND 5URVEYOR i I I W/WASHER RTICALLY f�� 2. LOTCOVERAGE CALLS (FOOT PRINT ONLY) OST 1 6 2011 `J ALUM.RIDGE 3!8'0 BOLT ad (2)ROW'' ® I G'O.C. ®LEDGER WASHER LOT AREA: = 25,349 SQ.FT. NOTE: EX15T. HOL15E: = 1,946 5Q.FT. DRAWN BY: GWN 1. ALL FASTENER5 CONNECTING ALUM.TO ALUM.5HALL BE PROPOSED: = Seu�hcid Town 156 SQ.FT. oard !Trus ee REVIEWED BY: AS 5TAINLE55 5TEEL. 2. ALL FA5TENERS CONNECTING ALUMINUM COMPONENT5 TO SCALE: SEE PLAN. 5TRUCTURAL FRAMING OR POUNDATION SHALL BE HOT TOTAL: = 2,102 SQ.FT. GALVANIZED. DATE: 06-13-17 DIPPED GALVAN 3. ALL PA5TENER5 5HALL HAVE A MINIMUM OF 3'EMBEDMENT LOT COVERAGE = 8.2e% S I Of 10 G' t- co A.FO A I H.GLASS TS OF 'THIO y rli UND T ON5 I,GLA55 UNITS CON515 TWO PANES OF 1/8 R TEMPERED GLA55 N.DESIGN LIVE LOADS `'v~ ZO 00 1.MAXIMUM PRE5UMF JVE ALLOWABLE 501L BEARING PRESSURE FOR NEW FOOTINGS 3000 P5F• WfTt1 A 5/6'STAINLESS STEEL SPACER BETWEEN PASS WITH AN ARGON FILL. 5 R5 HAVE BEEN DESIGNED FOR FULL DEAD LOADS AND THE ?� _ 2.FOOTING EXCAVATIONS AND FORMS SHALL BE REVIEWED BY LOCAL BUILDING OFFICIAL PRIOR TO PLACING CONCRETE. FOLLOWING LIVE LOADS IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL 2.GLA55 CONFORMS TO A5TM E 1300, f c9 3.FOOTING ELEVATIONS SHALL NOT BE RAISED OR LOWERED WITHOUT APPROVAL OF THE ENGINEER 3.All MG 16(CODE 78)CLEAR ARGON ROOF GLA55 HAS THE FOLLOWING BUILDING CODE AND NEW YORK DEPARMTENT Of STATE 2016 UNIFORM CODE SUPPLEMENT: ; N B.CONCRETE MINIMUM PROPERTIES: 1.GROUND SNOW LOAD:20 PSF 1.ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3,000 P51. VISIBILITY TRANSMITTANCE 16% �� 12 xx 2.ALL CONCRETE WORK SHALL CONFORM TO ACI 318. SOLAR TRANSMITTANCE s 1096 2_WIND LOAD: " 2 u Q 3.PLACE if EXPAN51ON JOINT MAI ERIAL BETWEEN EDGES OF SLABS AND VERTICAL SURFACES UNLE55 E NOTED. ULTRAVIOLET 1DE REMITA IVI a 7% WINDBASIWIND SPEED: 135 MPH yea ,YqI- VISIBLE OUTSIDE REfLECTIVTTY i I% WIND EXPOSURE:C VISIBLE INSIDE REFLECTIVITY -25% VELOCITY PRESSURE EXPOSURE COEFFICIENT.Kr.0.85 C�REIN RGI G STEEL SHADING COEFFICIENT - .18 I.BARS 5 BE ROLLED FROM NEW BILIET-STEEL CONFORMING TO A5TM A615.GRADE 60. SOLAR HEAT GAN COEFFICIENT = .15 DIRECTIONALITY FACTOR .85 5 iy 2.WELDED WIRE FABRIC SHALL.CONFORM TO ASTM A 185 OR A5TM A497. RELATIVE HEAT GAIN -39 GUST EFFECT FACTOR G:0.85 0. ,^ 3.DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH'ACJ DETAIUNG MANUAL",PUBLICATION 5P-66. A5HRAE WINTER U VALUE - .25 IMPORTANCE FACTOR I: 1.O V, INTERNAL PRESSURE COEFFICIENT, 4.REINFORCING STEEL SHALL BE REVIEWED BY THE LOCAL BUILDING OFFICIAL PRIOR TO PLACING CONCRETE, ASHRAE WINTER R VALUE -4.0 GCpr X0,18 Q 5 PROVIDE BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE A5 LONGITUDINAL 5AR5 IN FOOTINGS 4-ALL MC-56(CODE 74)CLEAR ARGON WALL GLA55 ttP 9 THE FOLLOWING 3.LATERAL DESIGN CONTROLLED BY WINO. � �PRE� WALLS. MINIMUM PROPERTIES• V151BILRYTRANSMITTANCE =56 - ' {L � 5 D.STRUCTURAL LUMBER SOLAR TRAN5MTTTANCE -29 4.FLOOR LIVE IAAp m 40 PSE. _ z $ 1.5 RU L WM R HALL BE GREEN DOUGLAS RR LARCH NO.2,OR BETTER,UNLESS OTHERWISE NOTED ULTRAVIOLET TRAN5MtTANCE - 13 Z -M N ¢g ON THE PLANS WITH THE FOLLOWING MINIMUM PROPERTIES: V1515LE OLIT5IDF REFLECTIVITY - 1 O O.COORDINATION O Q 8 I THE CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND IMMEDIATELY v J �l_ a a. Fc( 85E PSI VISIBLE INSIDE COEFFICIENT s f 7 NOTIFY THE ENGINEER OF ANY CONDITION NOT A5 ASSUMED. HE SHALL TAKE FIELD ITT b. Fc(PERPENDICULAR)a 625 PSI SHADING COEFFICIFM a .38 MEASUREMENTS AND BE RE5PON51BLE FOR THE SAME. _ 2 rip c. W a 95 P51 SOLAR HEAT GAIN COEFFICIENT - .33 d. E o I,600,000 PSI RELATIVE HEAT GAIN -79 Z g �/ O U GO 2.ALL PRESSURE TREATED LUMBER SHALL BE Na 2 SOUTHERN YELLOW PINE OR BETTER WITH ASMRAE WINTER UVALUE - .25 P ABBREVIATIONSfill ACO(ALKALINE COPPER QUATtRNARY)T18 REATMENT. A5HRAE WINTER R VALUE =4.0 THE FOLLOWING WT OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT Mir 3.PROVIDE WASHERS BETWEEN ALL THE BOLT HEADS AND WOOD AND BETWEEN ALL NUTS ALL THOSE USED ON THESE DRAWINGS,BUT TO SUPPLEMENT THE MORE O O C AND WOW. 1.5g&6tff COMMON ABBREVIATIONS USED: >_ Lu 3 4.LAG 5OLT5 AND 5CREW5 SHALL BE PROVIDED WITH LEAD MOL95 HAVING A DIAMETER NOT 1.ALL S CONFORM5 TO TTS-001543-A TT-5-002306, GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. ALL LAG BOLTS ASTM C-920 TYPE 5,GRADE N5,CLASS 25. 1.TYP.-TYPICAL r^ 2 AND SCREW` SHALL BE INSERTED IN LEAD HOLES BY TURNING AND UNDER NO CIRCUM5TANCE5 2.54M.-SIMILAR V J BY DRIVING WITH A HAMMER. J.GA5KET5 3 LION-UNLESS OTHERWISE NOTED U-) Q 5,THROUGH BOLTS SHALL BE PROVIDED WITH BOLT HOLES WHICH ARE h TO I}INCH LARGER THAN I• L'��-95/RE CO-EXTRUDED AND ARE NON-MIGRATORY. 4 CONT.-CONTINUOUS = IV � THE BOLTS. Q.CONSTRUCTION SAFETY 1" G.5TEEL FOR ALL ACCCE55509IE5 SMALL CONFORM TO A5TM A36. K.ROOM SPECIFICS @@@ 7.PLYWOOD SMALL BE C-C EXTERIOR DFPA GRADE MARKED OR EQUIVALENT,OF THE THtCKNE55 1.THESE DRAWINGS DO NOT CONTAIN NECE55ARY COMPONENTS FOR SAFETY I ROOM DEAD LOADS DURING CONSTRUCTION, - SHOWN ON THE DRAWINGS. �+ 8.PROVIDE OTHER MANUFACTURED ACCESSORIES AS REQUIRED AND AS SPECIFIED. BOOP:7 PSF 2.THE INSTALLER SHALL PROVIDE ADEQUATE TEMPORARY BRACING,SHORING 4 9.ALL FABRICATED STEEL AS5EMSUE5 EXPOSED TO WEATHER AND ALL STEEL FASTENERS.INCLUDING WAS,5 P5F GUYING OF FRAMING AGAINST WIND,CONSTRUCTION LOADS R OTHER BUT NOT LIMITED TO NAILS,ANCHOR BOLTS,CONNECTION 501.175,NUTS,WASHERS,LAG BOLT5 FLOOR: 10 P5P TEMPORARY FORCES UNTIL NO LONGER REQUIRED FOR THE SUPPORT OF OR SCREWS 5HALL BE GALVANIZED IN ACCORDANCE WITH THE A5TM STANDARD FOR THAT ACCESSORY, THE FRAMING. A5TM A213,A 153 OR OTHER REFERENCE STANDARDS: R M15CEL ANCOU5 Or lye1 O.FABRICATED ITEMS INDICATED ON THE PLANS ARE DESIGNATED As PRODUCTS PRODUCED 8Y THE A5TM E 119 51MP50N STRONG TIE COMPANY. PROVIDE ITEMS NOTED OR EQUIVALENT PRODUCT5. A5TM E 1300 1.ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE 2015 INTERNATIONAL I I.ALL LAMINATED VENEER LUMBER(LVL)SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: A5CE 7-10 RE51DENTIAL BUILDING CODE,INTERNATIONAL ENERGY CONSERVATION CODE,AND THE s SPY a. Fb= 2.600 PSI LOCAL ZONING RULES AND REGULATIONS. � A b. Fv- 285 F51 a)ROOF GLA55 CODE 78.R-VAWE-4.0 2.NO NOTE OR LACK THERE OP SHALL BE CONSTRUED AS RELIEVING THE C. Fc(PERPENDICULAR)=750 P51 WALL GLASS CODE 74,R VANE=4.0 CONTRACTOR FROM EXECUTING ALL THE WORK IN ACCORDANCE WITH APPLICABLE BUILDING GODS AND ALL LOCAL REGULATIONS HAVING JURISDICTION. d. E v 1.900,000 M b)WALL PANELS TO BE 3'INSULATED,R-13.4 r - 3.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTS OF OMISSION OF E 5TRUGTURAL STEEL L DEFLECTION CRITERIA THE CONTRACTOR OR ANY SUBCONTRACTOR OR AGENTS OR ANY OTHER f0 1 to I,ALL 5TKUCTURAL STEEL CONFORMS TO ASTM A36 OR ASTM A572 GRADE 50. 1.ALL MEM5ER5 MEET OR EXCEEDS THE FOLLOWING MINIMUM PERSONS PERFORMING THE WORK. W DEFLECTION LIMITS: 4.THE ENGINEER 15 NOT RESPONSIBLE FOR OBTAINING ANY BUILDING PERMITS Z�1 F.ALUMINUM LL DL+LL AND/OR VARIANCE APPROVAL. I.ALL STRUCTURAL ALUMINUM CONFORMS TO THE MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY AND TEMPER a.STRUCTURAL.ALUMINUM: -- U60 �OA 082359 EXCEPT AS NOTED BELOW: b.GLA55; L/175 6063-175 c.FLOORS: t/360 U24o pafiE9Sl�NP� CORNER COLUMN....................... "COW MN.................... ...................6063-T5 UTILITY It COLUMN. ...........................0003-T6 M.ENERGY INFORMATION 1. PER 5 ION 1.2.1.1.I -CATEGORY III 5UNROOM AND nD (�' C2.ALL STRUCTURAL ALUMINUM WORK CONFORMS TO'PART 1-A-5PECIMCATION5 FOR ALUMINUM STRUCTURES- COMPLIANCE WITH 2015 IECC NOT REQUIREDALLOWABLE STRESS DESIGN'OR*PART I-B-SPECIFICATIONS FOR ALUMINUM STRUCTURE5-BUILDING LOAD ANDVE DRAWING TITLE: RE515TANCE FACTOR DESIGN'OP THE ALUMINUM ASSOCIATION,INC,SEVENTH EDITION,EFFECTIVE JANUARY 2000. R-VALUE 3"50UD ROOF PANEL 13.4 I I GENERAL 3.IN ALL INSTANCES WHERE ALUMINUM COMES INTO CONTACT WITH STEEL.,PROVIDE DIELECTRIC 5!*PARATION. R-VANE 4.25"SOLID ROOF PANEL• 18.61 �� 110 CT 1 6 2017 4.ALL EXPOSED ALUMINUM RECEIVES ONE COAT OF PAINT. COLOR TO IS COORDINATED WITH MODEL AVAILABILITY. R-VALUE 7/8'ROOF GLA55 PANEL-4.0 5 ALL PA5TENPR5 CONNECTING ALUMINUM COMPONENTS ARE STAINLESS STEEL TYPE 300 18$UNLE55 OTHERWISE R-VALUE 3'SOLID WALL PANEL: 13.4 NOTES NOTED ON PLAN5. K VALUE 7/8'WALL GLA55 PANEL:4.0 1 ' G.STAIRS 5EE INTERNATIONAL RESIDENTIAL BUILDING CODEREM 5ECTION5 R.311.5 THRU R311,5.8-1 POR STAIR REQUIREMENTS. CLIMATIC GEOGI%jWHIC DE51GN CRITERIA GROUND WIND DE51GN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN DRAWN BY: GWN SNOW 5PEED TEMPERATURE 5PECIAL DE51GN FR05T LINE DESIGN UNDERLAYMENT HAZARD FREEZING ANNUAL REVIEWED BY: A5 LOAD(P5F) (MPH) EFFECTS WIND REGION CATEGORY WEATHERING DEPTH TERMITE5 TEMP. REQUIREMENT INDEX TEMP. SCALE: SEE PLAN 20 135 NO YE5 B 5EVERE 3G' MOD. TO HEAVY 15 YE5 NO 452 57.2 DATE: OG-13-17 52 of 10 ujoilDENOTES 5MARTDECK PANEL -L AND TYPE. SEE DETAILS FOR no o W W1 5PLICE AND CONNECTION Q cn cn REQUIREMENTS 9 o� OUTSIDE FACE EXISTING WALL ? ' °� m (@ STRUCTURAL FRAMING) _li OL U!L 7.•Y Ff 2x LEDGER Q 3F� 89 � q 0 0- 2 to o�� lip III II Q (f) �zru�i � `I 2xG t I gg HVI0 Lu Z w w Z Z$`° uv- 9� ap a0 Z Z N m u o f If a N 2x6 N lI Q — m — II ^c\j ap O 11 N Nu 11 Q In C17 (DU = N = — `' W r N O Q CID N CID N ( z �_ (n o Z �� mill l 2x6_ II N N N q 0 ao OL � Q !- o i 1111 N 2x6vial u I /�A !1!i B 59 _ 2x6 55 I 1 11 1 B DROP ED q ��� O'� NEW y -57 2xG�!!I (2) 2x 1/0 GI ER -- -- IN (2) 2x6 __- - - --_---- - - ----- - - I y,�QPrs Spyg G CONT. (2) 2xG BAND , E C, f C V E CC 4x4 POST ON 8"0 Q A ID m , u � SS 4x4 POST ON �� X17 qa FOOTING TYP. OF (2) 12"0 FOOTING OCT 1 6 2017 SOA 0492359 TYP. TYP. UON 9�fiessr,�NP x G'-G"± LANDINGp - - - Sn,thold Town - -- -- -- (S) Board of STEPS, CONSTRUCT IN NOTE: - TnlstFe DRAWING TRIS: ACCORDANCE TO 201 G NEW 1 . FOR INFORMATION NOT SHOWN SEE YORK STATE RE5IDENTAIL 5UNROOM DRAWINGS. FOUND. FLK. BUILDING CODE. SEE: 7'-5 3/8• s° 2. DECK HEIGHT 15 27"± ABOVE FIN15H GRADE FRAMING PLAN A A 16'-0 1/8• 3. SEE GENERAL NOTES FOR MINIMUM CONCRETE REQUIREMENTS 10145 ET 4. MAXIMUM ALLOWABLE CANTILEVER T-6 3/4" C EQUALS "d" WHERE "d" 15 DEPTH OF CANTILEVERED MEMBER AS MEASURED FROM EDGE OF SUPPORT. 5. ALL GIRDER SPLICES SHALL OCCUR OVER SUPPORT. DRAWN BY: GWN A FOUNDATION CON5ERVADECK PLAN REVIEWED BY: A5 SCALE: SEE PLAN 53 DATE: OG-13-17 53 of 10 rm Ron in -I?o O Z'n m WOOD P05T a tu "�- - - --�— (5EE PLAN) $° U LL- : 0 51MP50N STRONG TIE PB P05T BASE 9 _ CONCRETE FOOTING, a ;�� 5EE PLAN ON 5t1EET 5,3 IFS a9 FOR LOCATION5 — _°m U 9� 3/4 LIP A5 PROVIDED Z —m W N 119 .�� N GRADED BY FACTORY ao— M p ffllip W �8m uz � Lu 5 02A 44 g Lnz APPLY 5EALANT PRIOR TO oe Lo Q Q INSTALLATION OF 5PLINE $ c z a'o 8d NAIL5 @ 8" O.C. STEP i r O 5TAGGERED EACH ��" c� 51DE OF SPLINE 2 X G 5PLINE " 4. oa \ CONSERVADECK O N j PANEL F F \ a• _ Is SP 4 X,j a NOTE: 5 n uui AT 51M. 5ECTION m 2 FASTEN PANELS TO APPLY SEALANT TO EDGE OF Z�F �� R P GIRDER IN ACCORDANCE STEP 2 055 PANEL ONCE FIR5T PANEL �,oA x$2359 PNv TO DETAIL p HAS BEEN IN5TALLED BUT dPESs10� 5EE PLAN rJC PRIOR TO IN5TALlATION OF 5ECOND PANEL. DRAWING Ttnf: Q)-IY P CONSERVADECK CONNECTION AT SPLINE STRUCTURAL A TYP. POST FOUNDATION NOT To scA� S5 NOT TO 5CALE D ETA I LS RtVISION5 r CCVE1 6 2017 DRAWN BY: GWN Southold Town REVIEWED BY: A5 Board Trustees-- SCALE: 5EE PLAN DATE: OG-13-17 55 OF 10 5UNROOM WALL ..j _a r G o �0� 3/8"0 LAG BOLT5T T TRUFA5T 51PLD8000 WITH 3"MIN. EMBED. I I SCREW @ 16"O.C. FLASHING AS w �; 3°C an REQUIRED a4 �° SEE SHEET 51 FOR I (P/N HN8000) r '�o - LU MIN. CONNECTIONS EX15TING T 8d NAILS @ 8"O.C. �� - �u CON5ERVADECK STRUCTURE � . . Iwo I PANEL i i 7�'yr� O� CON5ERVADECK tu ` ILL v CO"o iti BAND AROUNDNUOUS ENTIRE 'A.__'' �:Y.: '.t' Z a_� w N FLOOR PERIMETER " / ISOLATOR TAPE i � w�� d (P/N: HN3130) ----- -- m 11CL- ISOLATOR r � / i TAPE Z N S .0 flC z / FOR INFO. NOT r O Au.� 0 v / LEDGER ATTACHED SHOWN SEE I W4 318"0 LAG BOLTS 5 0 D EXISTING HOUSE BAND @ 12"O.C. `n DROP GIRDER 55 IF EXIST FLOOR FRAMING IS I � Q SEE PLANS PARALLEL PROVIDE I 2x 10 LEDGER FASTEN TO EXISTING p[ SOLID BLOGMNG AS RE9D STRUCTURE (3) ROW5 3/8'0 LAG BOLTS FOR ADEQUATE CONNECTION W/MIN 3" EMBEDMENT @ 12' O.C., BOLTS 2 NO CLOSER THAN 2" FROM TOP t BOTTOM AND NO CLOSER THAN 5' FROM ENDS. F A TYP FRAMING CONNECTION AT EXTERIOR DROPPED GIRDER C TYP FRAMING CONNECTION AT LEDGER TO EXI5TING STRUCTURE S5 NOT TO SCALE G 5 NOT TO SCALE �G of: NE(/�/y sPvR TRUFAST 51PLD8000 ' .C. w , CON5ERVADECK PANEL fi (P/N: HN8000) (CONTINUOUS OVER 22cr�� SCREW @ 16"ODROPPEDGIRDER). ,oq �$2359 V E O�Jr s s1O SUNROOM WALLr- ; OCT 1 6 2017 DRAWWG Tfflf: r :,:.... :::�•: CTURAL CON5ERVADECK I I 3/5"0 LAG BOLT _ L SIT' `U PANEL WITH 3" MIN. EMBED. _ SEE SHEET 51 FOR ISOLATOR TAPE ,^,, D ETA I L5 MIN. CONNECTIONS (PM: HN3130) .. - - � DROP GIRDER >.• ;ti; ":;: :: SEE PLANS REVl510t� �•��=��✓• '� '� �' � i ` Sd NAILS @ 16"O.G. POST SEE PLANS (2) 2x6 CONTINUOUS BAND AROUND ENTIRE 0 FLOOR PERIMETER 51MP50N STRONG (MIN Po=850) TIE BC4 POST CAP DRAWN 6Y: GWN REVIEWED BY: A5 B TYP CON5ERVADECK CONNECTION AT GABLE WALL D TYP CON5ERVADECK CONNECTION TO INTERIOR DROPPED GIRDER SCALE: 5EE PLAN 55 NOT TO SCALE 55 NOT TO 5CALE DATE: 06-13-17 5G OF 10 4 xGARM lulto —-0 to 1.0 O -0, w D Z O C6 r•.r W in .Z;i o m 93 ),n C tu�co N w - -,u w �Jif• "'i _,. � � O _ �H � L er to V a n M U-1 N 0 no Q �-Ju _ � :2ail ' NEW PLYWOOD EXISTING �n co z ri FLASHING BY SHEATHING, TO � ROOF FRAMING O u �� MATCH EXIST. `9 O 3 p CONTRACTOR FASTEN TO END L--j 3 DENOTES PORTION OF RAFTERS �� I �n Z w/3 ROWS 8d �i' (n o $ € OF EXISTING FRAMING I TO BE REMOVED NAILS 5UNROOM DOOR FOR INFO. NOT �� — — -{ '+— SUNRCGOM ROOF BY � SOLID 2x BLOCKING BETWEEIJ EACH RAFTER SHOWN SEE: FOUR SEA5ON5 CUT TO FIT AND MATCH EXI5T SLOPE t€ FLASHING a SG _/._ - - - - - - - - - - WOOD LANDING, � �' -- ofNE (SEE PLAN) _ CON5ERVADECK iS SPr PANEL ,.. — NEW 5IMP50N STRONG TIE H2.5 HURRICANE R L::';"_= � y _ I ANCHOR AT EACH RAFTER Q --�•. EXTRUDED ALUMINUM I I I NEW(2) 2x8 LEDGER FASTEN w/(2)3/8"0 LAG r.- " EXq RAFTER BAR BY FOUR SEASONS I I BOLT w/MIN. 3" EMBEDMENT TO ENDS OF c7 I W EXI5T. RAFTERS @ I G"O.C. 4.TO EX15TING " 2 II I TOP PLATE @ G" O.C. COUNTERSINKING BOLT5 NEW FOUR SEp50N5 RIDGE. FASTEN A5 REQUIRED TO INSTALL SUNROOM RIDGE. O 082359 - k, I I I TO 2x8 LEDGER w/(3) 3/8"0 LAG BOLTS w/MIN.3" EMBEDMENT PER I �'1----EXIST. FRAME WALL (2) 2xG CONTINUOUS CUP, ONE CLIP PER BAR.- _� __ _ BAND AROUND ENTIRE —f—L DRAWING Tm.E: FLOOR PERIMETER j (' �7 (MIN fb=850) STRUCTUR Q`L A WOOD LANDING ADJACENT TO 5UNROOM B TYP, RIDGE CONNECTION DETAIL AT EXIST. SAVE DETAILS NOT TO 504E S/ NOT TO SCALE REVISIONS S7 qDECE � VE OCT 1 6 2017 DRAWN BY: GWN REVIEWED BY: A5 Sollihold Town 5CALE: 5EE PLAN Board f Trustees— DATE: OG-13-17 57 of 10 v 4x4 WOOD P05T @ _ LANDING CORNERS r ` `�'r N CONT. (2) 2x6 RIM JOIST e j 0 I I (SEE FRAMING PLAN) ' cr' p z Lo I` © "- cn 1 t NOTE. �� N w .. 5EE STRUCTURAL NOTES 5HEET .�. w 0 u� 53 FOR CODE COMPLIANCE �* , 2 SECTION A-A 5 112"- 2X2 WOOD BALUSTERS 1/4'— —1/4* S " .G @ 5 O.C. MAX. IxG CONTINUOUS TOP RAIL � 1x6 CONT{NUOUS TOP a � ATTACH TO TOP PLATE WITH RAIL. SLOPE TOP TO DRAIN = � d CD U - (2)508x1.25 WOOD O_ w 5CREW5 @ 12°O.C. . 5LOPE I]L -; Q) TOP TO DRAIN Z a n W62 lip N €� ouj > CONT. 2x4 RAIL, ATTACH TO CONT. 2x4 RAIL P05T5 4 TOP PLATE WITH(2) Z 004,0 (1C I/4°WOOD 5CREW5 WITH Q 8 X-� OU MIN. I°EMBED. p ?� by CONT. 2x4 TOP PLATE, � ,n LU €� ATTACH TO P05T5 WITH oril (2) 1 GcIHDG SINKERS 2x2 WOOD BALU5TER5 @ Q Ifflif? 11fig! 5°O.C., ATTACH TO TOP 4 bkl0 BOTTOM RAILS WITH 1/4" WOOD SCREW`" WITH MIN. uUi I°EMBED.lu W k` > O toIe Q 4x4 WOOD P05T LANDING Q� NE CORNER5 TYP. (5EE PLAN) �Q.�E 1S SPy. o fi 4x4 WOOD P05T BEYOND r- CONT. 2x4 BOTTOM RAIL,ATTACH TO CONT. 2x4 2Ntn .482 7 PO5T5 WITH (2) 1/4° BOTTOM RAIL dA J5 WOOD SCREWS WITH 9��ESS%pNP MIN. I"EMBED.F] I -/L A I x DECKING -�4X1 x DECKING DRAWING TITLE- m _ STRU CTU RAL I O 4x4 P05T @ 72°O-C. 7 —------.- -_--—DETAILS MAX. -ATTACH POSTS _-_ Er " I l i TO(2) 2x6 RIM J015T w/ �. (3) 1/2"0 THRU BOLTS -------- ---- - !, REV1510N5 (COUNTERBORE) f i i! ; CONT. (2) 2xG LANDING FRAMING LANDING FRAMING 1 OCT 1 6 201 RIM J015T CONT. (2) 2xG 5EE 5HEET 53 FOR SEE 5HEET 53 FOR RIM J015T 51ZE 4 5PACING,. 512E 4 5PACING. I 4x4 WOOD POST i@ r, l - COM. (2)RIM J015T SouTho 7fim I LANDING CORNERS v (5EE FRAMING PLAN) oar of Trustees (SEE PLAN) Ra " BY: GWN NOTE: ALL WOOD SHALL BE SECTION B-B SECTION C-C REVIEWED BY: A5 WEATHER 5EALED. - SCALE: SEE PIAN . A TYP. WOOD GUARD RAIL EDGE OF WOOD LANDfNG DATE: OG-13-17 5 a NOT TO SGAIP � . 58 of 10 r. (ADAM0 w z z 6 O _ 4 lu } tia. iii _tel l U a NOTE: SEE 5TRUCTURAL NOTES 5HEET ' TOP OF DECK 53 FOR CODE COMPLIANCE 1° !x WOOD DECKING" Q 51MP50N A35 ANGLE EA. OR LANDING SIDE wl(G)8d TO HEADER 4 51MP50N A35 ANGLE EA. O (G)8d TO STRINGER 51DE w/(6)8d TO HEADER€ 3 _ lu (G)5d TO 5TRINGER Z $ � � Lu off[N € a- cn a;a WOOD 5TAIRTREAD5 • I I I I •y AND RI5ER5. �— Will> I I I { z age z� �u 9 E u 101 � I I CLOSED RISER TYP. of zIg i t I I (S) g Q a12 p � (2) 1/2"0 x 4 1/4"HILIT WKWOOD DECK OR Qo w BOLT 3 EXPANSION ANCHORS ° LANDING(5EE PLAN g ILI N I I I I OR APPROVED EQUAL 0 0 ° o STAIR HEADER(SEE DECK FRAMING PLAN) 3" I I I I 3• CONT. 2x4 PLATE, _ 1; PRESSURE TRPATCD u 2x 12 STRINGER Q 1 2"O.C. ° pF NEfgr FIN15H GRADE 51MP5ON TA I OZ 5TAIR ANGLE TYP. 4 Ir NW \� \�\\/� \ \ \ a \ \ / 1 2`WIDE x 1 2 DEEP X 45 \/\\) ° a° ° a a a ° ° a \ \ \\�j\\ N\//\ a °° LONG CONCRETE FOOTING d \/N\\/ �ESS1O \ d °d o° ° ° \\�// ° \\/ -- - 1. ALL WOOD SHALL BE WEATHER 5EALED - / 2. RI5E Q RUN SHALL CONFORM TO \/\/\ \ \\� \�j\\�/\\��\��\ / /�\/�\��\� °S� APPLICABLE BUILDING CODES(5EE G.5.N.) DEWING Trru // // // /\�\/ �\ /\/\/ 3. HANDRAIL AND GUARDRAIL NOT SHOWN 5TRU CTU RAL j \� \ \� m FOR CLARITY. _ DETAI L5 (2)#5 BAR5 CONTINUOU5 D r' C EJ VRuc REV 'ON5 1 3° 3G"MIN. 3° OCT 1 6 2017 45" Southold Town - oar f Trustees DRAWN REVIEWED GWN A TYP. WOOD STAIR CONSTRUCTION S9 NOT TO xnLe REVIEWED BY: AS SCALE: 5EE PLAN DATE: OG-!3-17 59 of 10 t a� 2x2 WOOD BALU5TER5 @ 5" NOTE: ud o z m O.C., ATTACH TO TOP 4 BOTTOM WITH 14"WOOD 5CREW5 SEE STRUCTURAL NOTES SHEET 1 m RAILS / WITH MIN. t•EMBED. S3 FOR CODE COMPLIANCE £t N � w� ark -�u I 5 112 11/2° 112' 1 112, . I xG CONTINUOUS TOP RAIL ATTACH TO TOP PLATE WITH 1 112"CLR. 3 g (2)5D8x 1.25 WOOD 5CREW5 @ 12-O.C. , SLOPE HANDRAIL HANDRAIL g _ V TOP TO DRAIN n m Z Y�1g Q _cn W NII ¢ m 07 c ku 1z N Z ZOoko oz z m O o u OPS O r ? 4 1/2' MAX. w j z z m cWf) CONTINUOU5 2x4 Q 8 � O PLATE-ATTACH WITH Q N Q p (2) I GdHDG 51NKER5 Q It 91 a EA. P05T uj 0 2 r � O � p� 4x4 POST @ 48"O.C. Q MAX. -ATTACH TO 2x2 WOOD BALU5TER5 @ N STRINGER w/(2) 1/2'0 :25"O.C..ATTACH TO TOP# THRU BOLT5BOTTOM RAIL5 WITH 114" (COUNTERBORE) m WOOD SCREWS WITH MIN. QpF NEJy z I" EMBED . �5 SP m 2x 12 STAIR TREAD m w/51MP50N TA I OZ buj ~ i cc ANGLE EA.51DE -.'- 4 �O 082369a O DRAW NG Trnf: p 5TRUCTU RAL DETAILS REns>;ON5 2x12 STRINGER 5ECTION A-A SECTION B- ECECVE 40 P05T @ 48'O.C. MAX. DRAWN BY: GWN -ATTACH TO 5TRINGER OCT 1 6 2017 w/(2) 1/2"0 THRU BOLTS CD REVIEWED BY: A5 (COUNTERBORE) SCALE: SEE PIAN Southold Town DATE: OG-13-17 A TYP. WOOD STAIR GUARD RAIL AND HANDRAIL DETAIL oar f r s e SIO OF 10 510 NOT TO SCALE 'q > u s p Z 6 Z z CO PROTECTION OF GLAZING (5UNROOM): PER 5ECTION R301 .2. 1 . 1 . 1 - CATEGORY III 5UNROOM AND U` o U) GLAZING PROTECTION SHALL COMPLY WITH COMPLIANCE WITH 2015 IECC NOT REQUIRED REQUIREMENTS OF THE EXCEPTION OF r N W .. 5ECTION P,301 .2. 1 .2 PROTECTION OF ` _ w U- OPENINGS AND TABLE P,301 .2. 1 .2 o t!7 8tz =_ LUEXIST. HOUSE ;�t in z v Heg (n HVID 0 rz Oq6 o Ln 80s UU,Or o 3 � °:2 Is e EX15T. GOG8 5.G.D. $ < � c�[ o Chin 2 M0 PROPOSED 5UNR00M pV: NE[y 9'-8 1/8" x I G'-O 1/8" s S co, Q'� 0 w tLU ' �;0 A 08 5ECTION H 105 LIGHT AND vENTiLATIOWEMERGENCY EGRE55 9�FSS Sr,4�Pv H 105. 1 General. Exterior opernng5 required for light and DRnuAac TrrLE: ventilation Shall be permitted to open into a pato Structure PARTIAL 161-0 i I8' conforming to 5ection AH 101 , provided that the patio Structure p /� 5hall be unenclosed if such opentng5 are Serving a5 emergency FLOOR PLAN egress or rescue opernn95 from Sleeping rooms. Where such exterior openin95 serve a5 an exit from the dwelling unit, the patio REVISIONS structure, unless unenclosed, shall be provided with exits PARTIAL FLOOR PLAN conforming to the prov►5=5 of 5ection R3 10 of this code . AI SCALE: 1/4' = V-O" p , ECEGVE OCTRAWN BY: GWN CT 1 6 2017 REVIEWED BY: A5 5CALE: 5EE PLAN Southo!d Town DATE: OG-13-17 Board of Trustees ' A I OF I §� — ,n . n- — N � a.. allF-. flL �'CJi 4 O O a co 4 ;s nz 2 co i � �0 J 34M 34M K�, 34M 34M 34M .c W Q 0 B A B Bio —00� w._ 36M 36M 36M R4D ' 36M 36M 0 (� D s 4 A 3 $� $ ' 46M 46M S b 46M 4 46M 46M _ W iU z o M Lu Q s Ef 4 1/2'-.� ---3'-0 5/8'-- --3'-0 5/8'- 3'-0 5/8"----3'-0 5/8' 3'-0 5/8` 41/2- LUJIZ � 16,-01/8, :2 - Hip. PLA g � ° 66 N VIEW wp 0 tr g �� A s—s-®ate----- g _ ALE: 1 4 =1 —0 _s W ''� OHM �G in �a OL Ln MIS _ ��pF NEty Y SprRO O 12 9j! 5AT2 r a 2 n r' 4C 2 5AT2 W [:7:7j m-� 77 4'-0' S'-0' E F6'-Q" C tra O 23504 SODER SLIDER R2 "•o-cs5 REVERSE 2`}D 6�-QA 5'-0' 4'-0' A9O�ESSI��P�� w R2 FIXED SLIDER WINDOW DOOR = < SLIDER WINDOW WINDOW SLIDER SLIDER ` WINDOW WINDOW WINDOW Ile B - �'& EB D MLL E R3 R3 A R3 C R3 B DRAWING T(flf: R3 �o R2 R3 R3 R3 p 5UNIZOOM GLASS KICK R2 6'-0' 2'-11" 6'-0' 5'-0' 4'-0" PLAN * ELEV. IL GLASS KICK GLASS KICK GLASS KICK GLASS KICK GLASS KICK RE NON5 A F R2 R3 DEFT ELEVATION �BFI�RO �TLEIL EVATIONSCALE: 1 4 =1 —0 11/4"=1'-0" OCT 1 6 2017 DRAWN BY: AS REVIEWED BY: AS SCALE: SEE PLAN Suumc.ld Tc.^m DATE: OG-13-17 Oa(1 I'li'`•fie°S R I OF 5