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HomeMy WebLinkAbout1000-104.-7-3 L OFFICE LOCATION: �'�'rjf SOuryQ MAILING ADDRESS: Town Hall Annex �� l0 P.O. Box 1179 54375 State Route 25 411 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 Q Telephone: 631 765-1938 O COU Fax: 631765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: May 20, 2014 Re: Proposed Wetland Permit for JOHN R. &SUSAN K. CORBLEY SCTM# 1000-104-7-3 JOHN R. & SUSAN K. CORBLEY request an Administrative Permit to construct an approximately 16'x42' elevated first-floor deck with stairs to grade onto seaward side of dwelling; and install a 7'x7' hot tub on the proposed deck. Located: 680 Mason Drive,Cutchogue. SCTM# 104-7-3 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town'Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based 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 actions are CONSISTENT with the Policy Standards and therefore are CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Lori Hulse, Assistant Town Attorney f l©yyed e-y— Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should reviewthe ex t minor action list,policies and explanations of each policy contained in the Town of Sou l Waterfront Revitalization Program. A RMRgsed action will be evaluated as to its cant beneficial and adverse effects upon the coastal area which includes all of Southold To 3. If any question in Section C on this form is answered "yes" or "no", then the pro action will affect the achievement of the LWRP policy standards and conditions contain m;sed e consistency review law. Thus each answer must be ez lained in detaillistingboth rtin and non- supporting facts. if an action cannot be certified as consistent with the L policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Offi , the Planning Department, all local libraries and the Town Clerk's office. 1VEII B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# APR 21 2014 PROJECT NAME 'Tr The Application has been submitted to(check appropriate re Town Board ❑ Planning Board❑ Building Dept. Board of Trustees )e 1. Category of Town of Southold agency action(check ate'response): MAY 12 2014 (a) Action undertaken directly by Town agency(e.g.capital construction,planning ac ' ,agency re ation,land transaction) ❑ (b) Financial assistance(e.g. t,loan,sub idy) (c) Permit,approval,license, cation: Nature and extent of action: `3 ell Jt3 Location of action: (77:SC)© mdisc ) Cil- -7 il- Site acreage: Present land use: � Present zoning classification: � d 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: j,, (a) Name of applicant: 1't!U (b) Mailing address: Ly—c> om - C(U 1C&-r--Th) I t 73�C` c Q c Telephone number:Area Code 3, (d) Application number,if any: Will the coon 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 gY*rCSa* ❑ No R Not Applicable Attach additional sheets if necessary d reserve historic and arc Policy 2. Protect an . , archaeological glcal resources of the Town of Southold. See LVI&Section III--P icier Pages 3 through 6 for evaluation criteria �IYesF] No of Applicable P Attach additional sheets if necessary Policy:3. Enhancevis al quality and protect scenic resources throughout the Town of Southold. See L Section III—P 'cies Pages 6 through 7 for evaluation criteria Yes ❑ No Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy . Minimize loss f life, structures, and natural resources from flooding and erosion. See LWRP Sec ' n III—Policies P ges 8 through 16 for evaluation criteria Y Yes ❑ No of Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III —Poli es Pages 16 through 21 for evaluation criteria Poli ❑ No ❑Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 thro 32 for evaluation criteria. ❑ ❑ Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages,32 through 34 f evaluation criteria. Yes ❑ No Not Applicable Attach additional sheets if necessary Poli 8. Minimize a 'ronmental degradation in Town of Southold from solid waste and hazardous su stances and wast . See LWRP Section III—Policies; Pages 34 through 38 for evaluation 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 evaluation criteria. ❑ Ye&D No ONot Applicable Attach additional sheets if necessary WORIONG COAST POLICIES Policy, 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in sui le locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Est#ry and Town waters. See LWRP Section III-Policies;Pages 57 through 62 for evaluation criteria. LN Yes ❑ No❑ Not Applicable ` Attach additional sheets if necessary Policy 12. Protect gricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for aluation 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—Pollcies; P ges 65 through 68 for evaluation criteria. ❑ Yes ❑ No Not Applicable � f PREPARED BY y C '�( G LE DATE ua. n+a ,aYw a a • '� ,.' Z- aa-nw urns o, • ' • a ', CA®( i� ' , . � + �- ♦;; + °"' •`�� a+ as � ti._�. ta7A------ IY riot ♦ l a "= 1 "'P -`S *s ' � � �./a)...1 .a +-maa P ♦ a a, r.2b- ^~A p a, s,-w' W mitis O � ,�2 � s\' •, p • ��. sNP1 s.,a •t o p p ,�,r •� ^ Pp, x � p p � � p 4 � a• p �� an=�u# ON app' J a J p 4 4` nti...�. BROADWATE'RS COVEIN \ \ TOWN OF SOUTHOLD 1 4 p \f p � IAM 13 of aVc) 4 a ; o Y� y � ^ � Zf M,r.s t.Wf1 • (Q � �',_ 4.ra 6 f�)' of = ,a.�2j -ski• „ '. WIYWATER COVE i •9 �,,,.a: e+ to: �,\.♦. ♦ •a '�•fai��. --�,,, • f a t •w ♦ .�tia � ♦ 41 4 SOIITIIOID aECTIM NO COUNTY OF SUFFOLK © E �.....uu. Reel Property Taut Service Agency r a ��4 -..`.. u �_� —�.�� —.—_ Oa,aaY_r MwaaY.MY1,aM M 0.rr a+ n,M•,au r —__� W _—.—_ _.w-- s P mm.c 1000 PROPERtt IMP er.r 4, .+u. �___� -- Iw lylgnvaawAv.aplov. .n xti J F� r. r i ems. _ a b a � 1 • -yr y�� �y1 grim j h 717 v ssr mar# t M � J es J� • •• <30 a .• ;•. . �;;-,. ,d x / a :>�� : • y. 2�2. APR 2 1 2014 • '4 Board 5t�Tws'tiL� E OF 3� � ` N CID COW- \ o • -'•' O �{ 0 •• \ 4 A �Y . .!A At l ��\ •. ` ti \ • •.� + � < WOOD WALL a.2^ r d•.1 1• CURD SURVEY • OF PROPERTY SI T UA TED A T CA �� PECONIC g o 0 TOWN OF SOUTHOLD aN .3 27 SUFFOLK COUNTY, NEW YORK R1GE I` � J 3 3DE wnLL S.C. TAX No. 1000- 104-07-03 slOR� G „ Ho�sE SCALE 1 "=20' Z a \ ,� AUGUST 12, 2005 Z Zs +! SEPTEMBER 28, 2005 ADDED SITE PLAN FOR AREA TO BE DREDGED a a�snNc ,�� IoRYN y MAY 27, 2006 ADDED PROP. ADDITIONS, WETLAND LINE & SET PLASTIC PIPES '-to BE T M ° To ` MARCH 2, 2007 REVISED AS PER LETTER FROM TOWN TRUSTEES toe �cts� .... vl�' PATIO ti :Z�e ;.;.;.;; To BE REM July 10, 2007 ADDED LOT COVERAGE DATA JULY 19, 2007 CALCULATED AMOUNT OF MATERIAL TO BE DREDGED FROM TOWN WATERS AUGUST 25, 2007 REMOVED PROPOSED GARAGE ..► E OPS OCTOBER 18, 2007 SHOW BRICK WALK BEEN REMOVED ' oeEREMd'ED NOVEMBER 1, 2007 UPDATE SURVEY ........:::::.... \ C-4 JANUARY 29, 2008 REVISED PROPOSED COVERED PORCH 568 ROCK NOVEMBER 11 , 2008 REVISE PROPOSED DREDGED AREA \ NOVEMBER 10, 2012 REVISE ELEVATION DATUM • wALL � JANUARY 29, 2014 UPDATE SURVEY & ADD PROP. DECK ;o \ � 3.4 • AREA = 24,831 sq. ft. O 4 , (TO TIE LINE) 0.570 ac. ��o SNS\'a \ \� NOTES: 6? 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM ') EXISTING ELEVATIONS ARE SHOWN THUS: i .t 1 \ Z F.FL. - FIRST FLOOR t23,4 °i - , G.FL. - GARAGE FLOOR � A \ Fl�� FLAG 2. FLOOD ZONE INFORMATION TAKEN FROM: M►S FLOOD INSURANCE RATE MAP No. 36103COl64H \ s �N"oilp5 ZONE AE: BASE FLOOD ELEVATIONS DETERMINED FLAG ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT FLAGa� 1 OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; FIAc // `� AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. a 3. UPLAND AREA (TOTAL LOT AREA LESS WETLAND AREA) = 16,944 sq. ft. \IDFlJ�GED IT OF it. F DAL*V 006 AS Wool IMPERVIOUSE LOT COVERAGE OVER UPLAND LOT AREA w►ax Z / / DESCRIPTION AREA X LOT COVERAGE / HOUSE 1,585 s / �In q• ft. 9.4% PORCH 370 sq. ft. 2.2% �7) I OUTSIDE SHOWER 38 sq. ft. 0.2X .A \ N I FUG SHED 110 sq. ft. 0.6% j� CONCRETE AROUND SHED 150 sq. ft. 0.9% \ \ DTZ aAc \` \\ PROPOSED WOOD DECK 670 sq. ft. 4.0% I INCLUDING 2nd STORY I e \ DECK os LANDWARD UUR OF TIDAL MXY 2D06 1 \\ TOTAL 2,923 sq. ft. 17.4% R. FOX - I °r AS FIJ G'ED BY I \ - I � \ 1RAG c I a \ (w0� I / \ PREPARED IN ACCORDANCE WITH THE MINIMUM j1 4 �• / I STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED I / FOR SUCH USE-ar141F 14Ew` RK STATE LAND N I 1 TITLE Assn.(-OF-•� I"1' FLAG I JO , y / I r 5104 r 6� cAnl� v� -----� `� s _,.• N.Y.S. Lic. No. 50467 `-ow*P,10910955 � 0 UNAUTHORIZED ALTERATION VEY ADDITION • � TO THIS SURIS A VIOLATION OF Nathan Taft Corwin SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. r') COPIES OF THIS SURVEY MAP NOT BEARING Land SUrVeyor ' 1 y THE LAND SURVEYOR'S INKED SEAL OR y EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. n y ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS 0 CES 586 MainARoadTED AT MAILING BADDRox 6 S AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 REVISIONS — - -- - — - — - — - — - — - — - -- - — - — - — - — - — - — - — - — - — - — - — - — - — i O w - Q Oco IL 1 _7 N 1 I' I I _ v - N - � I cl H Do �, - r Uou M 1 r u O r D w l I 0 1 , —EL. 10.5' EL. 9.02" ~ � r, �j,�-1 f',``' ;`�`��'�'!�•'n ��J�y,,l��''�,��'� HCl;S, �. . ��/•' Y��� �'^T`G•'�</'�t^r�� ���'��Ct�i:'�. ,�'�/�' ..'\�%r` •�� � ,may � � )� ��.: Y .,�.�j�.✓�,(f.� � V] FL. 5.5" O PROPOSED REAR ELEVATIO p a w W SCALE: 1/4", = 1' A w w O w i w w O L - 00 w V./ 07 — --- APR 2 1 2014 - - — ;Z . } ray 0 f 0<) O I I' ' O1-7 " -� I 3 +. —EL. 10.5' —EL. 9.02" ��!>�✓� ��y� .<'���� ���`�'',�a >' �y,~�Y/ T ' "�� y' �> � t � ' ' DRAWN: MH MS `'eC��; 'J,• < i^ i �:at 1 ,��., ., i/ icy, .: .,C. .r <\� ^C/_`< ,r)�' 1 !`> ��( 'C/�,\. ,� `t , >�'�Gy�!`a� as jK,� �,,C ` ;.•. ' Y 'y v '�.C: �C, •' ` �' SCALE: 1/4"=1'-0„ JOB#: EL. 5.5" Februarf 12,2014 PROPOSED LEFT ELEVATION PROPOSED RIGHT ELEVATION SHEET NUMBER: SCALE: 1/4" = 1' SCALE: 1/4" = 1' A,- 1 PAINTER TO PRIME OND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHAT L NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS.AND THE FIELD CONDFTIONS,AND SHALL KEQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL HE R;.SPONSIMLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,P_UMIVNG,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND 64ALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 42'-0" ,-6„ 99-9" 92-999 -61 ----1-- -----------------------;-- _-----------------------;-- -_;------------------------- -------------------------------- (4)2X12 ACQ GIRDER 1 �\ , ' ' ;- --" •-- --. ' c0 - . - - - (`- - . (4)2X12 ACQ GIRDER - 1 1 (4)2Xi2 AC GIRDER 1 � 1 , Q- - - (4)2X12 ACQ GIRDER 1 (2)2X12 ACQ • ..�. . �.�..-�. . 12'dia.CONC.PIER , w/(2)#5 VERT,REBAR 24"X24"X12"CONC.FTG. ' ' e Q G �� n T-0'BELOW GRADE(min.) ' ' C •„ a c. o f s a 4• 4• 4 �. L_d ; 1 0 POURED CONCRETE PAD 5—< FOR TXT HOT TUB , ' x 1 O O � • (PER MANUFACTURE SPEC)9 • U en #. > > , ■ : sC• a C• 4c• a C• c�■a 12'dia.CONC.PIER ' w/(2)#5 VERT.REBAR 1 � 24 X24"X12"CONC.FTG. V� ' (2)2X12 ACQ 3'-0"BELOW GRADE(min.) ' I 1 g,-g 6„ „ ,. 9'-9" g'_g'� "� Q z ' �' ■ 9'-9" ' 91 U (4)2X12 ACQ GIRDER - (4)2X12 ACQ GIRDER 1 1 (4)2X12 ACQ GIRDER , �`� - - - •_-__-• 1 1 ' (4)2X12 ACQ GIRDER _ • ' I 1 — , 1 _ a 1 \ 42'-0" FOUNDATION PLAN U SCALE: 1/4" = 1' W � 0 z Q OO i 15'-0"+i- -� 7R 16T 7-7/8"— U rA W . 4 T� O O V` ' O AU O w HOT TUB PER OWNER -- INSTALL PER MFGRS.INSTRUCTIONS MUST MEET NYS AND LOCAL CODE O EL 10.5' PROPOSED FIN.FL "DE IN EL 10.1' —� i 2X12 ACQ D1 @16"OC EL.9.02' (4)2XI2 ACQ (4)2X12 AC GIRDER GIRDER PROPOSED DECK--- --- - o ; --5/4"DECKING — I CO / LATTICE APRON e— 12'dia.CONC.PIER ' (2)95 VERT.REAR 12'dia•CONC.PIER AROUND PERIMETER _ (2)Y5 VERT.MAR (TYPICAL } _= ---- _ ' j ss' 0 iL' Z EXISTIN' � Z W 1 FOUNDATION ., I O 24"X24"X12" s'vrri Q — -'� 24"X24"X12' EL 2.5' ' DECK ABOVE E CONC.FTG. CONC.FTG. ~r1 C)ir CROSS SECTION ° (3)1-3/4X14 ML HEADE ML HEADER w (3)1-3/4X9-1/2 ML SCALE: 1/4" = 1' Z v m M x ■ I N DRAWN: MH/MS SCALE 1/4"=1'-0" 1ST. FLOOR PLAN JOB#: Fcbntary 12,2014 SCALE: 1/4" = 1' SHEET NUMBER: MINTER TO PRIME AND PAINT At L DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES RE-[WEEN THE DRAWINGS,THE SPECIFICATIONS.AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION 9EFORE COMMENCING WORK CONTRACTOR SHALI VERIFY ALL i MANUFACTURER'S WARRANTY AND SHALL NE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SFFE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT►kIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK 5ENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL V_ ROUCsH ELECTRIC.PLUttS�NG,AND HVAC PRIOR TO INSULATING AND SHEETROCKIN '�TlL�AL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT M C G AND&HALL SECURE THE C OF 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OUNERS ��S REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. 4'MAX. 4'DIA.MAXIMUM 4'DIA.MAXIMUM I POST �. GIRDER/HEADER • Z_ ` POST/COLUMN 12'x12'x12" CONCRETE FOOTING +`•. .•,i•. �o I DECK POST FTG.CONNECTION DFCK/PORCH RAILING LOCATION1 USP NUMBER I DESCRIPTION APPLICATION 4X4 POST IPAU44ORWE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING POST-TO-C.IRDERMEADER CONNECTION r STAIR RAILING USE MIN.(2)1!2•DIA.GAIV.BOLTS WITH WASHERS AND NUTS 6X6 POST IPAU66 OR WE66 1POST/BEAM ANCHOR JAPPLY TO EACH FOOTING 1-1/2"SPACE U t\ M t M MINIMUM HANDRAILS U c Z w GIRDER ra •�; . ?I am ti 0 00 POST U GIRDER/HEADER • ,. n _•i .L U r1 • POST/COLUMN •,"" RIM/DECK JOIST BALUSTERS c CONCRETE PiER •" o o ''• • fsy OPEN BALUSTER ATTACHFD TO WALL '• HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION H AD i .1 n R-TO-POST CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS j LOCATION USP NUMBER DESCRIPTION APPLICATION SHALL NOT BE LESS THAN 1.1/4•NOR MORE THAN 2'IN USE MiN.(2)1/2'DiX GALV.BOLTS WITH WASHERS AND NUTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL (2)BEAMS IPAU44 OR WE44 POST/BEAM ANCHOR JAPPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDERMFADER TO POST/COLUMN CONNECTION (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR JAPPLY TO EACH PIER j FLASHING TUCKED UNDER C/] TOP PIECE OF SIDING AND E- LAPPED OVER FIRST CONiTiN. GIRDER/HEADER PIECE OF SiDING BELOW 'z UNDISTURBED SOIL r 2•i/2"DIA.LAG BOLTS W/WASHERS LAY UNDISTURBED B SE DLI ECTLY ON IC5 REMOVED) CONNECTED TO BLDG.X32"OC LEVEL BASE. FIT CONSTRUCTION TUBE AND PLUMB STAIR TREAD POST/COLUMN °° BRACE TUBE RIM BOARD °° FILL AS PER MANUFACTURES INSTRUCTIONS FLOOR FRAMING Q STRINGER 2x JOISTS • _III_III=111'111=111-III_III=III_III-11 O O BLOCKING FOR JOIST HANGER POST-TO-GIRDERMEADER CONNECTION LAG BOLTS aOLOCATION USPNUMbER DESCRIPTION APPLICATION RIM JOIST/go. • _ J 4x4 SOLID COLUMN PBS44/PBSE44/KC44 IPOST CAP ANCHOR APPLY TO EACH COLUMN • DISTURBED/POOR SOIL 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6"LAYER OF CRUSHED STONE OR 'Z STRINGER TO hECK/PORCH CONNECTION HOLLOW COLUMN SIMPSON STRRi/2 H.C. ANCHOR JAPPLY TO EACH COLUMN GRAVEL DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE FILL AS PER MANUFACTURES INSTRUCTIONS VIII IU=111 III UI�III=III III III-11 WOOD JOIST WOOD JOIST JOIST BLOCKING CONT.PIER FOOTING BIGFOOT SYSTEMS FOOTING FORM GIRDER/HEADER IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THiS DESIGN COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS WOOD GIRDER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT WOOD JOIST GIRDER/HEADER PRESCRIBED IN THE CODE. }' THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT O W Z ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBG EVALUATION SERVICE REPORT u FLUSH KH JOISTS WITH HEADER/GIRDER SPLICED JOISTS OVER HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. T z w ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND THE PROPER STEEL CONNECTOR. O IF ABLE,SET FIR JOISTS APROX.1/4'HIGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATION USE WITH RTiO TYDQWN ANCHORS TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER RTIO TYDOWN ANCHOR CONNECT TO EACH JOIST /1 1 Q O CD F— 00 DECK& PORCH NOTES: NAILING SCHEDULE 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. 0 All fasteners,hangers and anchors to be galvanized or stainless steel. JOINT DESCRIPTION NAIL NAI! NOTES QTY. SPACING � } ).Girders for deck joists to be bolted or anOR chored to each post or pier with washers and nuts JOIST 4-Bd COMMO PER TOE �/ irders on concrete piers shall be anchored with proper steel connectors anchored SILL TOP PLATE OR GIRDER JOIST NAIL into concrete with a minimum 1/2'dia x T long anchor bolt with washers and nuts. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA BRIDGING EACH TOE 2-8d COMMO GROUNI WIND SEISMIC FROST WINTER ICESHIELD TO JOIST END NAIL 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. FLOOD BLOCKING EACH TOE T Use a minimum 1/2'dia x long anchor bolt with washers and nuts Footings Shall SNOW SPEED DESIGN ATHERIN UNE TERMITE DECAY DESIGN UNE REQUIRED N HAZARDS 2-8d COMMO be 4 ft.below grade. LOAD (MPH) CATEGORY DEPTH TEMP. REQUUIRED TO JOIST END NAIL MODERATE SLIGHT TOBLOCKING TO: 3•i6d COMMOI, EACH TOE 70 HEAVY MODERATE 4).Deck Joists to have blocking at 8'0 o.c.. 45 LRS. 120 8 SEVERE 3 FT. 11 NONE - SILL OR TOP PLATE BLOCK NAIL 5).A minimum of 10 inch!lashing shall be installed between the building and ledger. LEDGER STRIP EACH FACE TO BEAM 3•lbd COMMOr JOIST NAIL DRAWN: MH/MS Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOIST ON LEDGER PER TOE SCALE: 1/4"=11-0" at 16'o.t TO SEAM 3•8d COMMO JOIST NAIL JOB 6).Concrete piers shell be a minimum 6"above grade.de. BAND 101ST 3-16d COMM PER END #: ro JOIST JOIST NAiL February 12,2014 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored BAND JOIST TO: PER to girder(s). , SILL OR TOP PLATE 2-16d COMMO FOOT TOE NAIL SHEET NUMBER: • B).Use simpson hangers and anchors with 2-MAX tripple protective coating or equal for any contact with ACQ. PAI !FI A N BEFORE C MhAENCNG WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MANUFATCTURER WARRANTY AND SHALLEDGES INSPECTED TOVERIFY ALL WORK DIMENSIONS AND CONDITIONS NOTIFY ONS AT JOB SITE.INCLUDING BUILDING AANND SITE CLEARANC S FOR DE'ENERY OF EQUIPMENT,AND FIELD AND REMEDY ALL DISCREPANCIES WITARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ,eOUGA Q.EGTRIIC,PLNy61NG•AND HVAC PRIINTOUINSULLAAT NG AND bHEETROCKINGG � AND SHALL CONTRACTOR TWE C 0 PRIOR O RECEIVING FINAL FIROM OWNERS, �VTIONS