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Home My WebLink About1000-125.-1-5 Terry, Mark From: Terry, Mark Sent: Tuesday, April 14, 2015 11:27 AM To: Cantrell, Elizabeth Subject: 1ACOBY FAMILY LTD. PARTNERSHIP, c/o WINIFRED BREINES Elizabeth, I have looked over the new project and will not make another recommendation regarding consistency on the action. The changes further the policies of the LWRP, however,the original structure does not have a permit. Therefore,the proposed action is still recommended as Inconsistent. Mark Terry Principal Planner LWRP Coordinator Town of Southold 54375 State Route 25 P.O. Box 1179 Southold, New York, 11971 (631) 765-1938 1 JOAN CHAMBER5---------------------�.__—___.____^� `: h PO BOX 49 SOUTHOLD NY 11971 joanchambersl 0@gmail.com — _ 681-294-4241 - - - ----- - -- - --- - V EC HV E 6 i MAR 2 6 2015 APR 0gBoard f l Sout Plann March 26, 2015 I - d project: e a revised LWRP forms with some minor revisions that include: 1. The project name has been changed to "Jacoby Family Dock" ( Brienes) for clarity. 2.Under "Developed Coast Policy" #1 1 have added the note that the dock will contain no treated materials and eliminated the phrase "in kind" after the word --------------replace ------- -------------------------- --- 3. On the same page as "Developed Coast Policy #1 1 have noted that the ------------project-will-require-review-by-th- -NYSDEC.— -- The revision to the project description is to eliminate the hinged ramp and float from the North-East end of the dock and to relocate the 2 attached steps from the north side of the dock to the south side of the dock. The size and location of the dock and the size and location of the steps and platform on land have not been altered. I have added notes on the plans that state that no treated materials can be used in any part of the dock, including the pilings. Thank-you, J an Chambers I p' x`Q'Q3J�t :uogoe 3o juaw pug a nvX :uopgolTao`asuaoTl`jgno.Tddg`I?�ad (o) (4!sgns`ueoj`lues •2•6)aoTTpls m jupwag (q) ❑ (IIonogs,pue (oua,%`X4tni;og Sutaapid`aot�onxisuoo ❑ Mldm •2'a),Kouafg uMost Aq SpaTtp ua *,uaptm IIot;o� (g) (asaodsai Q%updozddg 3loago)uo.4m,Xouage pjotpnos jo uMos jo fToBwo •j saa;snay;o p reog ❑ '#;da(l Snlppng ❑p mot'SMUU qd r-1panog ueso�, :(osaodsai owpdoiddu 31oago)o;paniTngns aaaq sBq uouwgddV aqjL fifold r S3N3i2�ff �JQQ' '►►uN�� .�90��f(� �i1I�AiZ��f02id��C� Oms -�-------- _ NOIJOV QlAsoaO Id UNY ms dQ MOLIAErd saa 'S I Ste 9 Z UVA •ao!Uo s,l.Talo u,Aos agl pine so!mgq I OI jje `lar!,6� daQ 2utuu d agl `ao '', Z3o p�o8 aql `(IaII' °3q oII•unn°;PI° °s)a;isgam Si �L a ) :s=ld 2uyaollo3 atp IIT aIC[BITgng sT d2IM'I Mjo Moo d r •uaapun aq}on liggs TT`saopTpuoo Pug sP-mPuW 1,.ogW d2IM'I a p glya luowtsaoo se paUWw oq jouueo uonog ue 3l •sPvj ZuWoctuns -uou pag auqjoclans tpoq uiDTaP ut Past aQ ;sn[a .caMstre gana Isnql •Mpl M9TAaI bualsTsuoa atg IIT poun4u()a sao4q)uoo pue sp.Tpp uls bgod d2iM'I oql jo IuatuanaTgop aqj lwjp tptA II°Tlog pasodoid atll uagl ,,°II„ 10 ,Saf-„ P=MSM sT uuoj stgl IIO D II°qoaS IIT IIOTISanb Atlp j :£ ffi1O.L Ptoqn°S 3°Ag s5pnj5u!,q5fW gang mnoo agt u6cin slaaga aszanpg pue iptogauaq jtTeo Ts s;i of sg paxenisno aq IIIM UU. 3 paso of y -tzze�oid uoggztle3Tna-a Iuo�.T P,& IM0,I PloWoS 3o uMo 1,atp uT poupww XoTlod goua,3o saoi.4=ldxo pup saToTlod `IsTI uoTlog toIIttu idtuaxo all MaTna.T pjnogs,uuoj sTgl�o iaTedaui aql `� IIoTlWS IIT sUOW. nb atjl Suuamm azo3ag •Z •na.1v p.manH uoiso.Ig InIsnoD aq,uiga!M palnool jou sliuuad ppaispi.iaglo pun sltut.iad 2uipling 8utpnjotq suouon idutaxa .iouitu 2daoxg* louaasTsaoo 3o U014 utuua�ap g SUPPu IIT huase ploWoS jo uMo jL u Aq pasn uot�guuo I Taglo luaulajddns ol papua�ut ST TUO Sam sT IL W I Matnag AoualsTsaoD�IIo g�ploq noS 3o uMoZ agl M�oaCgns aIg Iegl suoT�og pasodo�d X03 3�dD3 sTgl maldwoo URS `saToua�g plog�noS o tTMos Su!pnlou! *slpmd zoo slupoTjddg Uv 'i S1�IOLLOR?I.LSI�tI `� MOA, KXWSSASSV ADMaI.SISMOO dHM'I Ploq;noS 3o uMo,L Location of action: 3p S S N&-Tn Tk)Cxc- CL.A'1U � Site acreage: 01, 39S Present land use: S(f�GLO RgMt _y ( SWEz)ce Present zoning classification: Ac 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: (b) Mailing address: (c) Telephone number: Area Code( ) (O ( !2A 4 A 2 A- (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes 1 = No I, 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 D?Not Applicable xlS� Do c -' _ mss — V�'E P_e7?L.t-C1e'P " N C5 S�G rJ i� C.i�-tJ'T CttrPrnl�E.- _ -k'(-TJ M ,� :a: .Z1Z C f'rl T cz.9 Ai.S i Attach additional sheets if necessary I Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LVW Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes 0 No RNot Applicable i 1 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 gNot 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 S through 16 for evaluation criteria Yes ❑ No 0. Not Applicable 1=X 1T 'ax) C� ��t'E 'S —ro 'FZ EPcAL�.D 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 andrestore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands.. See LW" Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑ ❑ A7 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 allot 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. -O-Yes-F]-No�Not Applicable -----y--- -------- --- — 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. F] YeLl No N'Not Applicable Attach additional sheets if necessary 'RHING 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. F] 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 19Not Applicable ` e �--� Attach additional sheets if necessary Policy 12. Protect agricultural lands-in tb_e_Town of-S.outhold._See-LWRP—Section-III---P-olicies;-Pages--- -62 through 65 for evaluation criteria. ----❑Yes. ❑—No�Not Applicable�-- — ----- -----V------- —�- f�D (Z-i CU L--,VJ CAL, 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 K Not Applicable PREPARED BY TITLE I C i DATE fl, 2'1 - 5-- OFFICE LOCATION: *rjf SU(/lyOlO MAILING ADDRESS: Town Hall Annex P.0 Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 oly Comm LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees MAR 1 6 2015 From: Mark Terry, Principal Planner LWRP Coordinator ---------- J Date: March 16, 2015 Re: Proposed Wetland Permit for JACOBY FAMILY LTD. PARTNERSHIP, c/o WINIFRED BREINE8 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 Twide steps attached to side with a proposed 4'x10' steps and landing at lake edge; a 4'6°x3' hinged ramp; and 4'x4' float. 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 Welland Permit for the existing dock structure was not found. 2. The piling materials have not been identified. Lumber prertreated with any preservative is prohibited. In the event that the action is approved, it is recommendrid 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 Tov n Code which states: "In order to prevent the release of metals and other contamina.-ts 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 Copper Quat(A CQ), 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 Pw Ulf 4-- MAR 2 6 2015 ----------------- Zo N wn 3059 Wrkup LnLbv,-.licks Noll u KJ"of, 0 1% 'o 10, -,;�All IN% 22— ,-- -24 10 V-4L:"TLAHt>5 A$ FLAGGeD- — J* 10 N, If / \ %3.(A!O, /f 01.1 07 26 10 fle oop op S. J, J ol 10 6' �x N. Q N .0 ACO dZ 0 101/0 l� 11* "T t-A X000- 12-5- >1 rz 1 1 C3055 �ek?�r-UP LAt' i 0 20 t-k"< N, V,41F,-rt-p\tADS L.-I t-1Ej E-VGF-.- OF LAKE 4f 00, Cot-VTOUK PATA-, F"M SUF-MET E5,Y Nv, ,/P I,/ jf SCALE AS NOTED 2.21.15 fAAR 2 6 2015 General Notes Scope of Work REPLACE,IN-KIND,EXIST.26 X 14 FIXED DOCK AND 10'X4' REV. 3.18.15 RAMP & FLOAT 1.All work shall be performed in strict accordance with the PLATFORM AND STAIRS. c rules and regulations of the Southold or Riverhead Building �! ELIMINATED. STEPS FROM Code and the New York State codes having jurisdiction over DOCK TO WATER RELOCATED any portion of the work. Additional Construction Notes REV. 3.25.15 ALL WOOD 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 SPECIES REV. TREX DECKING 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 ADDED 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 DRAWN BY JOAN CHAMBERS 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 mpn. property owner any and all conditions which may interfere with631-294-4241 or otherwise affect or prevent the proper execution and 4.Footings shall be at a minimum of 36"below finished I I I I I I I I completion of the work.Do not start the work until such grade. 10'-01, LU conditions have been examined and a course of action mutually C) agreed upon. 5.Poured concrete shall have a compressive strength of REBUILD EXIST PLATFORM&STAIRS i F o 2500 psi at 28 days. 10 z 4.Failure to notify the architect or the owner of unsatisactory DO I LL 6.Sill plates shall be preservative treated wood and be X- conditions will be construed as an acceptance of the conditions P P I.>X installed above 16 oz copper termite shield. uJ H-¢UJ to properly perform therequired work. pp DN RISERS @ 8-1/4"MAX. 0 c�UJ PLATFORM 0 0 v U) 3 X 12 JOISTS24"OC-IFAStENED TO GIRDERS W/OFF-SET STAINLES STEEL ANCHORS v I 5.The execution of the work constitutes acceptance of the 7.Shingle siding shall conform to ASTM D 3679 1. 0 0,;,< �° UJ 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 aid requirements of the Building Code of the State of New q P P oTREX DECKING by the owner. York and manufacturers specifications. a o z z U)d 6.All work is to conform with drawings and specifications of the B.Pilings shall be installed by a licensed contractor to a I 0 e O architect and engineer consultants. depth and bearing agreeed upon by an engineer and N?LL m certificates shall be issued stating same. 7.The general contractor is to maintain a complete and up PLAN I I I I I I I I to date set of drawings on the job site at all times, „PLAN including contract documents and specifications. Energy Conservation Notes 1/4 = 1 -0 11 REV.3.1815 8.The contract documents and drawings are not to be REV.3.25.15 scaled under any circumstances.Field approvals by the 1 All building envelope components shall comply with 1-1 � moi/ architect or owner are required are required for final locations of Chapter 6 of the Energy Conservation Code of the State Z exterior and interior partition walls,wall openings,electrical of New York. outlets and devices including light fixtures,mechanical devices 75 and equipment,plumbing fixtures,and decorative 2.All glazing shall have a max U Factor of.40. N surfaces and materials. z m 2 TREADS BOLTED O LO u^ 3.Ceilings shall be provided with a min.R-19 fiberglass o TO DOCK FRAME , 9.Furnish and supply all materials,labor,and equipment as batt insulation. I TREPLASTIC STRINGERS required to perform and complete the work indicated in the I 2 8"-f 2X12 OR EQUIV.TREADS 2X12 U d- contract documents and drawings 4.Exterior walls shall be provided with min.R-13 t 26'-0" fiberglass batt insulation. ry "T 10.It shall be the contractor's responsibility to ascertain all prevailing procedures including:storage and toilet 5.Floors shall be provided with min.R-19 fiberglass batt /� �"� facilities,protection of existing work to remain,access to work insulation. area,hours of permitted work,availability of water and V / J electric power,and all other conditions and restrictions, 6.Basement walls shall be provided with min.R-9 for this articular location. Pol styre ri id insulati�� P Y `7 �'ROVI STRAPS OVER R RI DAL METAL F RAFT OVER RIDGE TO ROOF RAFTERS 1LI1F OC 1.T�1e general contractor shall take every precaution to TVP NOT APPLICABLE IF protect the existing work to remain.If work to remain becomes COLLAR TIES ARE PRESENT REBUILD EXIST.PLATFORM&STAIRS damaged during the course of operations,it will be repaired to the owner's satisfaction,at no additional cost. HANDRAIL AS REQ. 06 Z 12.The general contractor shall obtain any and all permits 4X4 ACQ POSTS ANCHORED TO required for the performance of the work,and also file the 8"DIA.CONIC.FIGS TO A MIN. necessary documents with the Department of Buildings in OF 3-0 BELOW EXIST.GRADE preparation for permitting. PROVIDE B.IDOCOMMON NAILS EACH END OF COLLAR TIES TVP TREX DECKING ON z PROVIDE SIMPSON H21 HID OR 13.The general contractor shall make the necessary EQUIVALENT HURRICANE TIES 2X8 @ 16"OC ACQ JOISTS 9 rY TO SECURE ROOF RAFTER TO arrangements to utilities and services temporarily disconnected PLATE AND WALL FRAME06 while performing the work as required,and maintained for 1 temporary use. PROVIDE SIMPSON LPT4 OR W EQUIVALENT TO TIE RIM BOARD TO DOUBLE PLATE TRP 14.The general contractor shall do all cutting and Z chopping for all subcontractors and trades. PRQVIDENT TO IE HS ORWALL I TREX DECKING 15.The general contractor shall provide proper shoring OF BOTH FLOORS S TO LATE& 26'-0" OF BOTH FLOORS TO PLATE& and bracing for all remaining structure prior to removal of BAND JDIST@,6 ocT P. 1 0 _J C) existing structure. PROVIDE SIMPSON EB OR I 2-� 794 792 7-94 EQUIVALENT TO TIE WALL STUDS @/� TO PLATE&BAND JOIST@16" 2X12 ACQ STRING V 16.The general contractor shall be responsible for necessary 16- cc P patching and refinishing of the adjacent properties as required PROVIDESIMPSONLPT40R 16"OC 0 Z P 9 9 / P p q EQUIVALENrroTIE RIM eGARD MASONRY FTG.SUPPORT 3 X 12 PLASTIC JOISTS @ 24"OC.-FASTENED TO PLASTIC GIRDERS W1 OFF-SET STAINLES STEEL ANCHORS Q due to contract work within the project site. TOSILL PLATE FOR STRINGERS 0 17.The general contractor will be responsible for scheduling all �j 9 2-3X10 PLASTIC GIRDERS KNOTCHED may, INTO 10"DIA LOCUST PILES LOCUST(UNTREATED)PILES V inspections as required,Including. PLATE W SHR,NUT&ANCHO (a)foundation PLATE WASHER,N IATEME AL MHWL FASTENED W/3/4"GALV.FENDER BOLTS,NUT,WASHERS ' w BOLT TO TIE SILL PLATE TO V (b)rough framing MASONRY FouNDnnoN TRP (c)rough electrical 2STORIES RI 2'SFROMCORN RS8 OPENINGS AND BOLTS TO BE MIN (d)rough plumbing 12"DEEP / (e)final electrical TVP NAILING SCHEDULE f finish 18.Surplus material of eve character resulting from the work P every 9 i � O which may be left over Burin the work and after the work is � LO completed,shall be hauled away and the site left entirely clean Z1. and unobstructed on a regular basis. 19.Execute the work in a careful and orderly manner with co the leasi possible disturbance to the public. O P P I I I W 20.The general contractor is solely responsible for construction SECTION #1 / SIDE ELEVATION % SLOPED BOTTOM' safety and shall hold the owner,architect,and „ assigns harmless from litigation arising out of the 1/411 = 1 -0 contractors failure to provide necessary construction Fafety REV.3.18.15 means and methods. REV.3 25 15 00 21.Perform the work in accordance with the highest standards O and established practices of the trade,and conform to all village GEOGRAPHIC AND CLIMATE DESIGN CRITERIA state,and federal authorities having jurisdiction over this work. GROUND SNOW LOAD 45 psi WIND SPEED 120 MPH 22.Work specified shall be performed by subcontractors sElAlc DESIGN cATAcoRv 6 V regularly engaged in the supply and installation of work WEATHERING SEVERE 9 YPP Y FROST LINE DEPTH 36" required by these specifications. TERMITE MODERATE TO HENOTE ON MATERIALS DECAY SLIGHT T MODERATE DESIGNWINTER 11-83 23.It is the intent that the contract documents and bid CESHELLDUNDERLAYMENT REQUIRED NO TREATED PILES, LUMBER OR DECKING ARE specifications include all labor and material to accomplish a FLOOD HAZARD AS NOTED complete installation. TO BE USED ON ANY PARTS OF THE DOCK. THE PILES ARE TO BE UNTREATED LOCUST WOOD, Building Department Information THE STRUCTURAL MEMBERS OF THE DOCK ARE PRESCRIPTIVE OR ENGINEERED: PRESCRIPTIVE TO BE COMMERCIAL GRADE PLASTIC LUMBER& SQUARE FOOTAGE' EXISTING. PROPOSED BASEMENT: NA REPLACE,IN-KIND,EXIST FIXED DOCK,26 X 14 AND PLATFORM AND STAIRS THE DECKING AND TRIM WILL BE TREX OR AN PLAN FIRST FLOOR NA SECOND FLOOR NA EQUIVILANT NON-WOOD PRODUCT. ATTIC NA DESIGN LOADS ROOF-DEAD LOAD 20 psf SNOW LOAD 45psf SECTION SECOND FLOOR NON SLEEPING AREA-DEAD 20psf LIVE 40psf ATTICS WITHOUT STORAGE-DEAD 1Opsf LIVE 10 psf WITH STORAGE;DEAD 10 psf LIVE 20 psf STAIRS:DEAD 10 psf LIVE1 MIL GUARDRAILS ,HANDRAILS.DEAD 5p LIVE 200psf E L E VAT I O N WIND ZONE 120 mph,Zone III-WITHIN 1 MILE FROM COAST,MISSILE D TEST APPLICABLE PROTECTIVE GLAZING PANELS 1/2"PRECUT PLYWD.PANELS FOR PROTECTION AGAINST WIND BORNE DEBRIS,APPROPRIATE ATTACHMENT HARDWARE SHALL BE INCLUDED.PANELS SHALL COVER ENTIRE GLAZED OPENING LUMBER SPECIES&GRADE DOUGLAS FIR-LARCH SELECT STRUCTURAL GRADE FD=1450 PSI ENGINEERED LUMBER LVL 1 9E Fb 2600psi&11-7/8"TJI 560 SERIES MAX.VERTICAL SHEAR 2050 Ibs NAILING FLOORS-1 LAYER 3/4"COX PLYWD&1 LAYER 1/2"PTS FIN SURFACE WALLS-1 LAYER 5/8"CDX APA RATED,NAILED WITH BD @4"O C @ EDGES,6"O C @ INTERIORS IF PNEUMATIC GUN IS USED NAILS SHALL 8 .097-0C.1-3/4"3"O C.0 C.INTERIORS. I C INTERIOR 1 OF 1 ROOF-1 LAYER 3/4"CDX APA RATED NAILED WITH 8D @ 4"O C.@EDGES,6"O C.INTERIORS.IF PNEUMATIC GUNS ARE USED-NAILS SHALL BE 097-.099 NAIL,1-7/8",3"O.C.EDGES,6"O.0 INTERIOR