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HomeMy WebLinkAbout1000-125.-1-5.3OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY 11971 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 Telephone: 631 765-1938 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: March 16, 2015 Re: Proposed Wetland Permit for JACOBY FAMILY LTD. PARTNERSHIP, c/o WINIFRED BREINES SCTM# 1000-125-1-5.3 Note that Laurel Lake is a Special Groundwater Protection Area and NYSDEC Critical Environmental Area. The water body is also included in the Town of Southold Laurel Lake - Preserve. Bill Gorman on behalf of JACOBY FAMILY LTD. PARTNERSHIP, c/o WINIFRED BREINES requests a Wetland Permit to replace existing 26'x14' dock and 3' wide steps attached to side with a proposed 4'x10' steps and landing at lake edge; a 4'6"x3' hinged ramp; and 4'x4'. boat. Located: 3055 Kirkup Lane, Mattituck. SCTM# 125-1-5.3 The proposed actions have 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 INCONSISTENT with the Policy Standards and therefore are INCONSISTENT with the LWRP due to the following: 1. A Wetland Permit for the existing dock structure was not found. 2. The piling materials have not been identified. Lumber pre-treated with any preservative is prohibited. In the event that the action is approved, it is recommend(.,,d that the Board require the following: 1. The prohibition of the wood treated with furgicide and insecticide in construction of dock structure in this important lacustrine wetla°id. The use of ACQ materials does not comply with Chapter 275-11 of the Southold Toy Code which states: "In order to prevent the release of metals and other contamina.-' s into the wetlands and waters of Southold, the use of lumber pre-treated with any preservative, including but not limited to chromated copper arsenate (also known as "CCA'), commercial copper quat (CCQ), penta products, Alkaline z Copper Quat (ACQ), or homemade wood preservatives is prohibited for use in sheathing and decking on structures in the wetlands as well as on any part of a structure in low tidal flow wetland areas as determined by the Trustees" 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 Town of Southold A. INSTRUCTIONS U LWRP CONSISTENCY ASSESSMENT FORM1 i ; i 01, 9015 South(0,id Town Planning Board All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form. should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated. as to its sign ificant 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 exylainM in detail, listing both supporting and non - supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM#01 DO ___L1 ( FEB 2 3 2015 PROJECT NAME W I N l FRS D $ R— N G:3 The Application has been submitted to (check appropriate response): l Town Board ❑ Planning Board ❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) ❑ (b). Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: P Nature and extent of action: _-M Ke�?LACE , lt\J K -i N Q. exusT 11?�15T , 'D c)_F-S N DJ ACeN i 1-P,- 1 D( r -J 4 s Ps ( ES;)Gt-=- t A(-(1ix3) ©Lr t4 i 0 &eD A( -0t1 X 4t-0" F CONT. . Location of action: 3()5!5 I 14 F K O (' LA(J E i N f-MTk)Cg - (LAWKeL- Site acreage: q, 39S OC -,CQ - Present land use: �S l t 1 Gt-O f A -M( `( (-< 1f:DF3Ne Present zoning classification: C 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: � D htJ Ct{AMbEIS A-&B�-NT FbCL W l N t ff-eO (b) Mailing address: (c) Telephone number: Area Code ( ) U3 ( — Tk 4 `"/-k 2 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No R'- 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. ❑ Yes ❑ No Z Not Applicable NOU'R•-17 • �. OV 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 52 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 0 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 RNot 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. ❑ ❑ -�e Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No Not Applicable 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 evaluatiop criteria. ❑ Yes ❑ No'Wr 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. ❑ YeO No %ot 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 Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No DD^ Not 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 ER Not Applicable cU L-ru KA L_ 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 Not Applicable PREPARED BY CtOO* E5BR.s TITLE k-� CSU i DATE 2 � 22 S M V 3055 Kirkup Lane Mattituck NY 11952 Exist. dock and steps Looking South 2.21.15 s '* 3055 Kirkup Lane Mattituck NY 11952 Exist. steps and dock Looking North 2.21.15 3055 Kirkup Lane Mattituck Ny 11952 Exist. dock & steps Looking North 2.21.15 M,a-m V,-ya•d; Oxy Snt Igtn s • "`'"`_ `/Fj� v t 1wo- rr Fcrnn Sri 3055 Kirkup Ln ` ` 1 (J4 +* ((•�` , ` ` ` o,'~► V =. Ilk Nb Ott A_\N't " — ` IN 'Tp.2,77 0 7 \ i■' \ G? 26 \ � T W ! N{t�FIla /l•PE T i5�`yt'C.,.jgE;� M �°'• '` 'y- .,........ •.. "„` `• .v T `` ` \ `,• 4 '°«! 4, mss- i t 14w/ '"- v e tPiACO r�T sc"c-t. t000- ta.s-0t- P/o 05 "2 .tic . tAY I! 1?) 52- Aps. r > ! t VvE L AtNDS i.i K\L EBF OF LAKF. 1 �'+ `+ .f"`l� ... ; .` i —. -- -- * Go t470 cit- PAS F?,DM SURNET, 5y '► lti r �, '�;` ` IN. i�` �► r �,sZfi t`E.f� f H.A\Na CO(ZWt N p e • rya \ \ trD � ,\ d \o \ /O;\ (0. � s _ - OF At% •U' 60 , F vnc►N� /` \ \ LOT 1 ,IVB 3�6 34 ` / \ .20- o-\ AL ILL r` N/O/SUFFOLK / /'\ /o \ ,\\ \ /////\o \ti er=g -� p31F22 : S '\\ \`\ `LO�'r�/��_ tic \\ \ t � eDC ll` Y OF '\ \ \ — s �� / / R s� ® ® ;> �`. \ \ (DEVELi3P►IENT /AREA) �� `` \ +� CONS`LnNCu O�YE ArfR AL COUNT " tl \ \\ \ `-- S`�• �// //�/\ 1 4� 24----� �' \\ WELL4ND AREA_ f1I -lq. f "acs "0 E wE'LtN 1 u�°" o' �' \ BUILDABLE AREA/145,238 sq�ft\ \ o Mc a`' VA MORON CS As �I� 4. M / ° s — OQi' / \ \ \ \ off. '\ RCN z�"'? rAt \` / F0°"° cpm \ -- f ��, 1 r2- c� _ \ \\ \ TOTAL ARFJ��'46,049 5�. ft. \\ \ `'O C\/ RAG y,` RAc • \ \I \ / \ /ice/ / S h° �T \ h�'' �;�, %\\ \\ \\ `� / \\ o \\ \ ("4 PROPOSED WELL 00�t^` N 14_ 12—_ unuw v _lfEST Ee N.Is— ` --- 14.-:6 1 \\ \ "'---r--sYfR"fAo `\ ,, `\ ♦ OrF QO O J 06•\• � 20-- fW�___ \\ \\ \\ \\ N N •\ 1 �L KCErM,E Sc� \ //� \\\\\\� \\ 94\� I •6' 22-- -------_ — — — — — — \\\ \\\\ \\ \ .90J\ \`p�� 11! �' ; / /� �""' / '� • `\\\ \ I `� OF FRES ED By HWATER WETUNDS AS V Mq. ENVIRON MENTHE IlTINO SERVICES ON MARCH 27. 2007 2 ---- _-_--------- \\ \ \ \ \ \\� \ \; ; 1\ 1 sr,. '��fyS/o? \ / ,•RO 24-_ - \ \\ \\ \ \ M1"e�?+goy, r I I ,-20 +• w0S 026-- __ - __`\ \\ \\.�• 15 ry%� IIII OU` - ``�`\ �\ \\ \\ `� \\ ����\\ \\ .• a' ' //'I h00�Os'--N / f'pOp FfpC 010.28 \ \ \ \ \ \wcu r `J C"-01.30-- \\ \\ \\\ I \ J�Nk� pow �a< tWE � LOT 2 \` rc I 11 I 11 ', ', %9 \ \ ,'.� - 34 N� \\`� \\�\ \`\ \`� \\� \\ ONS RVATION EASEMENT AREA`\ � � I �"� II I 11 I 1 S) � j/'�A� I 34• ,,11 � (�NSERVATION\EASEMENT TO SUFFOLK COUNTY) 1 1 I II I II i �1 kETLAND AREA\'t 780 sq. ftAREA\'t 780 sq. ft. TOT�L ARBA 362,7,47 sq. ft. lL Q j -_ ----'/ \ `1 `- - - - - - - - - - - - - ----------- �o /--I--- 1� SURVEY OF LOT 2 CLUSTERED CONSERVATION SUBDIVISION FOR THE PROPERTY OF THE JACOBY FAMILY LIMITED PARTNERSHIP SITUATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-125-01—P/0 05 SCALE 1"=60' MAY 2, 2007 DECEMBER 21, 2007 ADDED PROPOSED SEPTIC SYSTEM TOTAL AREA = 408,796 sq. ft. (TO TIE LINE) 9.355 ac. NOTES: 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM 2. REFER TO FILED MAP FOR TEST HOLE DATA. 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 4. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 30D sq ft SIDEWALL AREA. 1 POOL; 12' DEEP, 8' dia. F7A PRODO`_'FO EXPANSION POnl_ PROPOSED LEACHING POOL PROPOSED SEPTIC TANK 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. UNAUTHORIZED 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. 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 INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE NEW YORK STATE LAND TITLE ASSO N. t� AF 7r- C }d N.Y.S. Lic. No. 50467 27— General Notes Scope of Work 7. The general contractor is to maintain a complete and up to date set of drawings on the job site at all times, including contract documents and specifications. E. The contract documents and drawings are not to be scaled under any circumstances. Field approvals by the architect or owner are required are required for final locations c exterior and interior partition walls, wall openings, electrical outlets and devices including light fixtures, mechanical devices and equipment, plumbing fixtures, and decorative surfaces and materials. 9. Furnish and supply all materials, labor, and equipment as required to perform and complete the work indicated in the contract documents and drawings. 10. It shall be the contractor's responsibility to ascertain all prevailing procedures Including: storage and toilet facilities, protection of existing work to remain, access to work area, hours of permitted work, availability of water and electric power, and all other conditions and restrictions, for this particular location. 11. The general contractor shall take every precaution to protect the existing work to remain. If work to remain becomes damaged during the course of operations, it will be repaired to the owner's satisfaction, at no additional cost. 12. The general contractor shall obtain any and all permits required for the performance of the work, and also file the necessary documents with the Department of Buildings in preparation for permitting 13. The general contractor shall make the necessary arrangements to utilities and services temporarily disconnected while performing the work as required, and maintained for temporary use. 14. The general contractor shall do all cutting and chopping for all subcontractors and trades. 15. The general contractor shall provide proper shoring and bracing for all remaining structure prior to removal of existing structure 16. The general contractor shall be responsible for necessary patching and refinishing of the adjacent properties as required due to contract work within the project site. 17. The general contractor will be responsible for scheduling all inspections as required, including: (a) foundation (b) rough framing (c) rough electrical (d) rough plumbing (e) final electrical (f) finish 18. Surplus material of every character resulting from the work, which may be left over during the work and after the work is completed, shall be hauled away and the site left entirely clean and unobstructed on a regular basis. 19. Execute the work in a careful and orderly manner with the least possible disturbance to the public. 20. The general contractor is solely responsible for constrL safety and shall hold the owner, architect, and assigns harmless from litigation arising out of the contractors failure to provide necessary construction safety means and methods. 21. Perform the work in accordance with the highest standards and established practices of the trade, and conform to all village, state, and federal authorities having jurisdiction over thi work. Energy Conservation Notes 1 All building envelope components shall comply with Chapter 6 of the Energy Conservation Code of the State of New York. 2. All glazing shall have a max. U Factor of .40. 3. Ceilings shall be provided with a min R-19 fiberglass batt insulation. 4. Exterior walls shall be provided with min. R-13 fiberglass batt insulation. 5. Floors shall be provided with min. R-19 fiberglass batt insulation 6. Basement walls shall be provided with min. R-9 Polystyre n Id Insulati R9 OVIDE MSTA30 OR EQUAL METAL STRAPS OVL R RIDGE TO ROOF RAFTERS Q 16" OC TYR NOT APPLICABLE IF COLLAR TES ARE PRESENT PROVIDE B - 10D COMMON NAILS EACH END OF COLLAR TIES TYR PROVIDE SIMPSON H2 HID OR EQUIVALENT HURRICANE TIES TO SECURE ROOF RAFTER TO PLATE AND WALL FRAME PROVIDE SIMPSON LPT4 OR EQUIVALENT TO TIE RIM BOARD TO DOUBLE PLATE TYP PROVIDE SIMPSON Hi OR EQUIVILANT TO TIE WALL STUDS OF BOTH FLOORS TO PLATE i MND JOIST @ K' OC TYR. PROVIDE SIMPSON HS OR EQUIVALENT TO TIE WALL STUD! TO PLATE B BAND JOIST @ 16" - OC TYR PROVIDE SIMPSON LPT4 OR EQUIVALENT TO TIE RIM BOARD TO SILL PLATE PROVIDE APPROPRIATE METAL PLATE WASHER, NUT L ANCHOR BOLT TO TIE SILL PLATE TO MASONRY FOUNDATION TYR @ i'-0" OC FOR 1 STORY, 3'-0' FOR 2 STORIES 12' FROM CORNERS L OPENINGS AND BOLTS TO BE MIN 12"DEEP TYR NAILING SCHEDULE GEOGRAPHIC AND CLIMATE DESIGN CRITERIA GROUND SNOW LOAD 45 ps, WIND SPEED 120 MPH SEIMIC DESIGN CATAGORY ■ 22. Works specified shall be performed b subcontractors FEATHERING SEVERE P P Y FROST LINE DEPTH 36" regularly engaged in the supply and installation of work TERMITE MODERATE TO HEAVY DECAY SLIGHT TO MODERATE required by these specifications. WINTER DESIGN TEMP 11-83 ICE SHIELD UNDERLAYMENT REQUIRED 23. It is the intent that the contract documents and bid FLOOD HAZARD AS NOTED specifications include all labor and material to accomplish a Building Department Information PRESCRIPTIVE OR ENGINEERED PRESCRIPTIVE SQUARE FOOTAGE. EXISTING PROPOSED BASEMENT NA REPLACE, IN-KIND, EXIST FIXED DOCK, 26 X 14 AND PLATFORM AND STAIRS FIRST FLOOR: NA SECOND FLOOR NA ATTIC NA DESIGN LOADSROOF - DEAD LOAD 20 psf SNOW LOAD 45psf SECOND FLOOR NON SLEEPING AREA - DEAD 20psf LIVE 40psf ATTICS WITHOUT STORAGE - DEAD 10psf LIVE 10 psf WITH STORAGE; DEAD 10 psf LIVE 20 psf STAIRS: DEAD 10 psf LIVE 40psf GUARDRAILS L HANDRAILS: DEAD 5psf LIVE 200psf WIND ZONE 120 mph, Zone III - WITHIN 1 MILE FROM COAST, MISSILE D TEST APPLICABLE PROTECTIVE GLAZING PANELS 11/2" PRECUT PLYWD PANELS FOR PROTECTION AGAINST WIND BORNE DEBRIS, APPROPRIATE ENGINEERED LUMBER LVL 1 9E Fb 2600psi L 11-7/8" TJI 560 SERIES MAX VERTICAL SHEAR 2050 lbs NAILING FLOORS - 1 LAYER 3/4" CDX PLYWD. t 1 LAYER 11/2" PTS FIN SURFACE WALLS - 1 LAYER 5/9" CDX APA RATED, NAILED WITH SO @4" O C. @ EDGES, 6" O C. @ INTERIORS IF PNEUMATIC GUN IS USED NAILS SHALL BE .097 - 099 1-3/4" 3" O.0 EDGES,6" O C INTERIOR ROOF - 1 LAYER 3/4" CDX APA RATED NAILED WITH {D @ 4" O.0 @ EDGES, 6" O C. INTERIORS. IF PNEUMATIC GUNS ARE USED - NAILS SHALL 111 -.099 NAIL, 1-7/9", 3" O C. EDGES, 6" O C INTERIOR. VIM PLAN 1/411 = 1 1-011 4X4 ACID POSTS ANCHORED TO E" DIA. CONC. FTGS TO A MIN OF T-0" BELOW EXIST. GRADE - 5/4" DECKING ON 2X8 @ 16" OC ACID JOISTS - PLATFORM I DN t RISpRS @I8-1/4"IMAX REBUILD EXIST. PLATFORM L STAIRS HANDRAIL AS REQ. 2X12 ACD STRINGt 16" OC u MASONRY FTG SU FOR STRINGERS SECTION #1 / SIDE ELEVATION 11411 = 11-011 uJ O ".: ".: Z t oLu;t Dn 3 X 12 ACO JOISTS @ 24" bC.- VASTENED TO GIRDERS W/ OFF -SET STAINLEI; STEEL ANCHORS a15 .. .. .. .. .. ...... O C, o o _. 1" FIBERGLASS GRATED DECKING I.. IIII wz <oZ 1XpU)_1 1410 REPLACE, IN-KIND, EXIST. 26X 14 FIXED DOCK AND 10'X4' 1. All work shall be performed in strict accordance with the PLATFORM AND STAIRS rules and regulations of the Southold or Riverhead Building I Code and the New York State codes having jurisdiction over any portion of the work. Additional Construction Notes 2. The general contractor and all subcontractors shall visit 1. All portions of the proposed structure shall comply with the site and verify all dimensions and the existing conditions the Building Code of the State of New York and the covering or affecting the work prior to construction Any Residential Code of the State of New York. discrepancies or omissions which would interfere with the satisfactory completion of the work described herein shall be 2. All portions of the proposed structure are designed to reported to the architect or property owner, comply with local geographic and climactic criteria as stated in the adjoining table. 3. Before starting work, the contractor shall make a thorough examination of those portions of the structure in which 3. All structural elements are designed to be adequate for the work is to be performed, checking all the a ground snow load of 45 psi, and wind speed of 120 adjoining or underlying locations. Report to the architect or mph. property owner any and all conditions which may interfere with or otherwise affect or prevent the proper execution and 4. Footings shall be at a minimum of 36" below finished completion of the work Do not start the work until such grade. conditions have been examined and a course of action mutually agreed upon. 5 Poured concrete shall have a compressive strength of 2500 psi at 28 days. 4 Failure to notify the architect or the owner of unsatisactory conditions will be construed as an acceptance of the conditions 6. Sill plates shall be preservative treated wood and be to properly perform therequired work. installed above 16 oz copper termite shield. 5. The execution of the work constitutes acceptance of the 7. Shingle siding shall conform to ASTM D 3679 conditions. Later claims will not constitute relief from the requirements and be installed in accordance with the requirements of the work, nor will extra compensation be paid requirements of the Building Code of the State of New by the owner. York and manufacturers specifications. 6. All work is to conform with drawings and specifications of the d Pilings shall be installed by a licensed contractor to a architect and engineer consultants. depth and bearing agreeed upon by an engineer and certificates shall be issued stating same. 7. The general contractor is to maintain a complete and up to date set of drawings on the job site at all times, including contract documents and specifications. E. The contract documents and drawings are not to be scaled under any circumstances. Field approvals by the architect or owner are required are required for final locations c exterior and interior partition walls, wall openings, electrical outlets and devices including light fixtures, mechanical devices and equipment, plumbing fixtures, and decorative surfaces and materials. 9. Furnish and supply all materials, labor, and equipment as required to perform and complete the work indicated in the contract documents and drawings. 10. It shall be the contractor's responsibility to ascertain all prevailing procedures Including: storage and toilet facilities, protection of existing work to remain, access to work area, hours of permitted work, availability of water and electric power, and all other conditions and restrictions, for this particular location. 11. The general contractor shall take every precaution to protect the existing work to remain. If work to remain becomes damaged during the course of operations, it will be repaired to the owner's satisfaction, at no additional cost. 12. The general contractor shall obtain any and all permits required for the performance of the work, and also file the necessary documents with the Department of Buildings in preparation for permitting 13. The general contractor shall make the necessary arrangements to utilities and services temporarily disconnected while performing the work as required, and maintained for temporary use. 14. The general contractor shall do all cutting and chopping for all subcontractors and trades. 15. The general contractor shall provide proper shoring and bracing for all remaining structure prior to removal of existing structure 16. The general contractor shall be responsible for necessary patching and refinishing of the adjacent properties as required due to contract work within the project site. 17. The general contractor will be responsible for scheduling all inspections as required, including: (a) foundation (b) rough framing (c) rough electrical (d) rough plumbing (e) final electrical (f) finish 18. Surplus material of every character resulting from the work, which may be left over during the work and after the work is completed, shall be hauled away and the site left entirely clean and unobstructed on a regular basis. 19. Execute the work in a careful and orderly manner with the least possible disturbance to the public. 20. The general contractor is solely responsible for constrL safety and shall hold the owner, architect, and assigns harmless from litigation arising out of the contractors failure to provide necessary construction safety means and methods. 21. Perform the work in accordance with the highest standards and established practices of the trade, and conform to all village, state, and federal authorities having jurisdiction over thi work. Energy Conservation Notes 1 All building envelope components shall comply with Chapter 6 of the Energy Conservation Code of the State of New York. 2. All glazing shall have a max. U Factor of .40. 3. Ceilings shall be provided with a min R-19 fiberglass batt insulation. 4. Exterior walls shall be provided with min. R-13 fiberglass batt insulation. 5. Floors shall be provided with min. R-19 fiberglass batt insulation 6. Basement walls shall be provided with min. R-9 Polystyre n Id Insulati R9 OVIDE MSTA30 OR EQUAL METAL STRAPS OVL R RIDGE TO ROOF RAFTERS Q 16" OC TYR NOT APPLICABLE IF COLLAR TES ARE PRESENT PROVIDE B - 10D COMMON NAILS EACH END OF COLLAR TIES TYR PROVIDE SIMPSON H2 HID OR EQUIVALENT HURRICANE TIES TO SECURE ROOF RAFTER TO PLATE AND WALL FRAME PROVIDE SIMPSON LPT4 OR EQUIVALENT TO TIE RIM BOARD TO DOUBLE PLATE TYP PROVIDE SIMPSON Hi OR EQUIVILANT TO TIE WALL STUDS OF BOTH FLOORS TO PLATE i MND JOIST @ K' OC TYR. PROVIDE SIMPSON HS OR EQUIVALENT TO TIE WALL STUD! TO PLATE B BAND JOIST @ 16" - OC TYR PROVIDE SIMPSON LPT4 OR EQUIVALENT TO TIE RIM BOARD TO SILL PLATE PROVIDE APPROPRIATE METAL PLATE WASHER, NUT L ANCHOR BOLT TO TIE SILL PLATE TO MASONRY FOUNDATION TYR @ i'-0" OC FOR 1 STORY, 3'-0' FOR 2 STORIES 12' FROM CORNERS L OPENINGS AND BOLTS TO BE MIN 12"DEEP TYR NAILING SCHEDULE GEOGRAPHIC AND CLIMATE DESIGN CRITERIA GROUND SNOW LOAD 45 ps, WIND SPEED 120 MPH SEIMIC DESIGN CATAGORY ■ 22. Works specified shall be performed b subcontractors FEATHERING SEVERE P P Y FROST LINE DEPTH 36" regularly engaged in the supply and installation of work TERMITE MODERATE TO HEAVY DECAY SLIGHT TO MODERATE required by these specifications. WINTER DESIGN TEMP 11-83 ICE SHIELD UNDERLAYMENT REQUIRED 23. It is the intent that the contract documents and bid FLOOD HAZARD AS NOTED specifications include all labor and material to accomplish a Building Department Information PRESCRIPTIVE OR ENGINEERED PRESCRIPTIVE SQUARE FOOTAGE. EXISTING PROPOSED BASEMENT NA REPLACE, IN-KIND, EXIST FIXED DOCK, 26 X 14 AND PLATFORM AND STAIRS FIRST FLOOR: NA SECOND FLOOR NA ATTIC NA DESIGN LOADSROOF - DEAD LOAD 20 psf SNOW LOAD 45psf SECOND FLOOR NON SLEEPING AREA - DEAD 20psf LIVE 40psf ATTICS WITHOUT STORAGE - DEAD 10psf LIVE 10 psf WITH STORAGE; DEAD 10 psf LIVE 20 psf STAIRS: DEAD 10 psf LIVE 40psf GUARDRAILS L HANDRAILS: DEAD 5psf LIVE 200psf WIND ZONE 120 mph, Zone III - WITHIN 1 MILE FROM COAST, MISSILE D TEST APPLICABLE PROTECTIVE GLAZING PANELS 11/2" PRECUT PLYWD PANELS FOR PROTECTION AGAINST WIND BORNE DEBRIS, APPROPRIATE ENGINEERED LUMBER LVL 1 9E Fb 2600psi L 11-7/8" TJI 560 SERIES MAX VERTICAL SHEAR 2050 lbs NAILING FLOORS - 1 LAYER 3/4" CDX PLYWD. t 1 LAYER 11/2" PTS FIN SURFACE WALLS - 1 LAYER 5/9" CDX APA RATED, NAILED WITH SO @4" O C. @ EDGES, 6" O C. @ INTERIORS IF PNEUMATIC GUN IS USED NAILS SHALL BE .097 - 099 1-3/4" 3" O.0 EDGES,6" O C INTERIOR ROOF - 1 LAYER 3/4" CDX APA RATED NAILED WITH {D @ 4" O.0 @ EDGES, 6" O C. INTERIORS. IF PNEUMATIC GUNS ARE USED - NAILS SHALL 111 -.099 NAIL, 1-7/9", 3" O C. EDGES, 6" O C INTERIOR. VIM PLAN 1/411 = 1 1-011 4X4 ACID POSTS ANCHORED TO E" DIA. CONC. FTGS TO A MIN OF T-0" BELOW EXIST. GRADE - 5/4" DECKING ON 2X8 @ 16" OC ACID JOISTS - PLATFORM I DN t RISpRS @I8-1/4"IMAX REBUILD EXIST. PLATFORM L STAIRS HANDRAIL AS REQ. 2X12 ACD STRINGt 16" OC u MASONRY FTG SU FOR STRINGERS SECTION #1 / SIDE ELEVATION 11411 = 11-011 uJ O ".: ".: Z t oLu;t Dn 3 X 12 ACO JOISTS @ 24" bC.- VASTENED TO GIRDERS W/ OFF -SET STAINLEI; STEEL ANCHORS a15 .. .. .. .. .. ...... O C, o o _. 1" FIBERGLASS GRATED DECKING I.. IIII wz <oZ 1XpU)_1 1410 ! SOCIII � I i�l 4 0� ! 1LOAt it I I 26,-0" 11'4" ` 1" FIBERGLASS GRATED DECKING r F INI awli CLEATED RAMP W/ 3 X 12 ACQ JOISTS @ 24" OC.- FASTENED TO GIRDERS W/ OFF -SET STAINLES STEEL ANCHORS REMOVABLE HINGED ATTACHMENTS. q 2-3X10 ACO GIRDERS KNOTCHED 2X FRAME @ U M INTO 10" DIA. PILES. DOCC K FLOAT MHWL FASTENED W/ 3/4" GALV FENDER BOLTS, NUT, WASHERS 'S LO ED BOTTOM F' �f FEB 2 3 20115 PLAN, SECTION, SIDE VIEW PG. 1 OF 1 DOCK AND STAIRS 3055 KI RKU P LANE MATTITUCK, NY 1/411 = 1'-011 2.21.15