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HomeMy WebLinkAbout1000-74.-1-35.54 OFFICE 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 Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Jill Doherty, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: May 17, 2010 Re: Proposed Wetland and Coastal Erosion Permit for VINCENT CURTO SCTM#1000-74-1-35.54 Richard J. Principi, Jr. on behalf of VINCENT CURTO requests a Wetland Permit and Coastal Erosion Permit to renovate the existing one-story cottage including the installation of a new foundation, second-floor addition, new roof and interior improvements; install new sanitary system, well, and drainage; and provide a 10' clear path around the building. Located: 4730 Blue Horizon Bluffs, Southold. SCTM#74-1- 35.54 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 INCONSISTENT with the below Policy Standards and therefore is INCONSISTENT with the LWRP. 4.1 Minimize losses of human life and structures from flooding and erosion hazards. The following management measures to minimize losses of human life and structures from flooding and erosion hazards are suggested: Minimize potential loss and damage by locating development and structures away from flooding and erosion hazards. 1. Avoid development other than water-dependent uses in coastal hazard areas. Locate new development which is not water- dependent as far away from coastal hazard areas as practical. No development is permitted in natural protective feature areas, except as specifically allowed under the relevant portions of 6 NYCRR 505.8. Avoid hazards by sitin.q structures to maximize the distance from Coastal Erosion Hazard Areas. The proposed action is not a water dependent use. It is recommended that the Board require that the structures be relocated landward to minimize risk of property damage from erosion and or slope failure resulting from storm surge. Figure1. Subject Site. Move existing development and structures as far away from flooding and erosion hazards as practical. Maintaining existing development and structures in hazard areas may be warranted for: a. structures which functionally require a location on the coast or in coastal waters. b. water-dependent uses which cannot avoid exposure to hazards. c. sites in areas with extensive public investment, public infrastructure, or major public facilities. See response above. 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 Tbwn of Southold INSTRUCTIONS 1. LWRP CONSISTENCY ASSESSMENT FORM All applicants for permits* including Town of Southold agencies, shall complete tiffs 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. Before answering~t~e 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 significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). B. DESCRIPTION OF SITE AND PROPOSED ACTION ;~') ~~ scm# !.e oo - 7q -O/ 35. q The Application has been submitted to (check appropriate response): TownBoar Vq P,.nn gBoara Bui,d*gDept. 5-S oar ofT stees 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 non- supporting facts, lfan 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. Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital A [~' ~10 construction, planning activity, agency regulation, land transaction) ~] (b) Financial assistance (e.g. grant, loan, subsidy) : (c) Perm/t, approval, license, certification: [~ Nature and extent of action: 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 ~-~ Not Applicable '~N~ ~:~.o,c ~E~,n~,.~ ~,,~' 7~ 73~<'~ %~o,~~'zZ~ 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 ~ 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 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. Attach additional sheets if necessary Policy 7. Pages 32 through 34 for evaluation criteria. : Yes No : ot Applicable _.774~ f~,. ~,-.; /~.,~/. ?~: ,A~ .~,~i' / Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies 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. F~ Yes ~-~ No ~Not Applicable 'F'/4~ ~P~'T.4~-~., ~',~-'~- "~'~.~- ,'q~,'-' ~ /4~ ,; .~-e~477,.,'~ .~.,., . ~r~..? ~-,~',",,?~,~.,~..~: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. ~[/Yes~ 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 F~ Nor--.:~l ~l Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estua~ry and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ~Yes ~ No [] Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southoid. See LWRP Section III - Policies; Pages 62 through 65 for evaluation criteria. ~ Yes [] No ~Not Applicable ., f,.,: ,z~c Attach additional sheets if necessary Policy 13. Section III - Policies; Pages 65 through 68 for evaluation criteria. [] Yes ~ No ~/Not Applicable 7 ffi$ ?£c, ,cZ Promote appropriate use and development of energy and mineral resources. See LWRP PREPARED BY . ~-~'~ ~-~i _ TITLE EX WOOS PLATFORM AND STAIRS TO '/ / / NEW BILC(~ DOOR, N B~h~ ru FOUNDATION AND~ / NEW 2ND STORY ARDIT~ON' EXISTING OFSSPOOI~ TO BE ABANDONED IN ACCORDANCE WITH. EX, WES RECONSTRUCTED (EXTEND DECK ' ACROSS SOUTH SIDE OF BUILDING)/ STOCKADB FENCE AND ENCLOSED SHOWER TO REMAIN POSTS - STEEL, T OR U SHAPE T~E { 2' HARDWOOD FENCE - WOVEN WIRE 14 5 GAUGE I OPENING FILTER CLOTH - MIBAF1140N SILT FENCE NOTES: 3E' MIN FENCE POST ~ UNDIBTURBED GROUND~ 1. WOVEN WIRE FENCE (MIN, 14 1/2 GAUGE MAX. 6' MEBH SPACING) WITH FILTER CLOTH OVER FENCE, 2, FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVE RY 24' AT TOP AND MID SECTION, 3, WHEN TWO SECTIONS OF FILTER CLOTE REJOIN BACH OTHER THEY SHALL BE OVERLAPPED aY SIX INCHES AND FOLDED. 4. MAINTENANCE SHALL SE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 'BULGES' DEVELOP IN THE BILT FENCE. POSTS FLOW COMPACTED BACBSILL WOVEN WIRE FENCE (MIN. 14 112 GADGE MAX, 6' MESH SPACING) SECTION 36' MIN, FENCE POSTS. MIN INTO TEE GROUND GROUND (SEE SECTIOS) ELEVATION SILT FENCE DETAIL NOT TO SCALE BLUFF TO BE REVEGITATED [E SEPARATE PLANS BY LANDSCAPE ARCHITECT) SILT FENCE AND NEW 10'O X 2' OFEP DRYWELL FOR ROOF RUNOFF EROSION CONTROL MEASURES ~NLET PROTECTION DETAIL TWOREBARS, STEEL pICM~TS, I. BA SSHALL EPLASEOSTTHETGS OFABLDPBORO"TEECONTOUR ,NTOGROUNO BAOF ANCHORING DETAIL STRAW BALE DIKE DETAIL I IN ACSOSDANOF WITH THE PROVISIONS OF THE USBPA GENERAL PERMIT AND THE NYSDEC, DURING THE COURSE OF CONSTRUCTION, CERTAIN EROSION AND SEDIMENT CONTROL MEASURES MAY BECOME NECESSARY TO PREVENT THE TP, ANSPONT OF BSGIMENT TO OFF-SITE AREAS, PONDS, WATER COURSES, DRAINAGE INLETS, RECHARGE BAS'NS, ETC. ACTUAL EROSION CONTROL MEASURES WILL BE DICTATED BY FIE LD CONDITIONS AS CONSTRUCTION PROGRESSES, BNT TUE FOLLOWING GENERAL CONDITION S SHALL BE OBSERVED: - EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN UNDISTURBED - CLEARING AND GRADING SHALL BE SCHEDULED SO AR TO MINIMIZE THE SIZE OF EXPOBSD AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. - THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO REDUCE RUNOFF VELOCITIES, DRAINAGE CALCULATIONS: DRAINAGE AREA LEACHING BASIN NOTES PRECAST · TRRERO BEARING EXCAVATE AND BACKFILL 3 FEET AROUND LEACHING RINGS WITH SNITRELE POROUS MATERIAL AS APPROVED BY THE ENGINEER. SUFFOLK COUNTY STANDARD DRAIN MANH ME AND PRECAST DRAINAGE RINGS EXCAVATE A MINIMUM OF B' INTO VIRGIN STRATA OF SAND AND GRAVEL OR TO BOTTOM OF DRYWELL WHICHEVER IS DEEPER DR LL D,ETAIL NTB Scale: 1" = 30'-0" ,Drawn,by: JJC Date: 3/31/2010 LONG ISLAND SOUND GENERAL NOTES SALT M,~SH LA. ION 1, ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD AND TEE S(TJTHOLD TRUSTEES AS REQUIRED. 2, TOPOGBAPHIC AND EXISTING CONDITIONS SHOWN ON THE PLANS FROM SURVEY DATED MARCH 22, 2010 BY HANDS ON BURVEYING 3 COASTAL EROSION HAZARD LINE AS DEPICTED ON THE COASTAL EROSION HA~RD AREA MAP TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK PHOTO NO. 57~55GS3 SHEET 6 OF 49. 4, LOT AREA 62,252 SQ,FT = 1,429 ACRES THE CONTRACTOR SHALL FIELD VERIR' TH E LDOATiON ARB DEPTH OF ALL UTILITIES PRIOR TO TUE COMMENCEMENT OF WORK~ THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD, THE CONTRACTOR BHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK 10, ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, COUNTY, STATE AND FEDERAL LAWS, CODES AND ORDINANCES, CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE BSRJED OF~SITE DURING CONSTEUCTIOS. EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIBSD AS NECESSARY TO PREVENT TH E TBAN SPORT OF SEDIMENT TO OFF-SITE AREAS, PONDS, DRAINAGE INLETS, ~TC, THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CON~OL MEASURES SHALL CONFORM TO 'THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL", ALL PRECAST STRUCTURES SHALL BE CON STHUCTED WITH SUFFICIENT STEEL REINFORCEMENT TO WITHSTAND AASNTO H-20 TRAFFIC LOADING ALONG WITH TEMPEBATURE AND SHRINKAGE, TRAN SPORT TO THE SITE AND SITE CONDITIONS AS SHOWN ON TEE PLANS 12. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4,OO0 PSI CONCRETE AND SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED TO SUPPORT AASHTO H 20 TP~FFIC LOADING, 13, 14. Condon Engineering, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRECAST STRUCTURES DETAIUNG THE STEEL REINFORCEMENT AND PROVIDE CERTIFICATION BY THE PRECAST MANUFACTURER THAT STRUCTURES ARE CESIGNED TO SUPPORT H 20 TRAFFIC LOADING, 1755 Sigsbee Road M~Gtuck, New York 11952 (631) 298-1986 (631) 298-2651 Fax ww~.condonengineedng.com MANUFACTURER TO CE RTIFY THAT DRAINAGE AND SANITARY PRECAST STEUCTURBS DEE VERED TO THE SITE MEET ALL REQUlREMENTS OF TH E TOWN OF SOUTH OLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES, REVISIONS CURTO IMPROVEMENTS Country Route 48 Peconic, New Ydrk SITE PLAN S-! OF¸ 6 NORTH ELEVATION EAST ELEVATION SOUTH ELEVATION WEST ELEVATION EAST SIDE SOUTH SIDE NORTH SInE FIRST FLOOR PLAN WEST SIDE REVISIONS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Ground Snow Load Wind Speed Seismic Woathedng IFrost Line Termite Decay Winter Design Ice Shield Rood Hazards Depth Temp. Undedaymerd Required 25psf 120 mph B Severe 36in. Moderate Slight to11'F Yes to Heavy Mederate Scale: 1/4" = 1'-0" Drawn by: JJC Date: 3/31/2010 Condon Eng neenng, P.C. 1755 Sigsbee Road Maltituck, New York 11952 (631) 298-1986 (631) 298-2651 Fax www.coadoaengineehng.com CURT© IMPROVEMENTS Country Route 48 Peconic, New York EXISTING CONDITIONS PLAN S-2 OF 6 1 1 FOUNDATION PLAN BILCO DOORS SINK DECK DINING ROOM LIVING ROOM UP FIRST FLOOR PLAN New Bafflroom 3" PVC V~ent I through I I "- I 3" SANITARY PLUMBING RISER DRAWING __ To exisang water ~pply system New Bathroom 3/4" HW SUPPLY PLUMBING RISER DRAWING PLUMBING NOTES: Geneml 2ND FLOOR AND R,:OOF PLAN * A work and matenals sba be m accordance with the New York State Building Code and Local Plumbing Codes. _Water Supply * A water lines within the buildings are to be Type'L" copper tubing al~ water lines rorded below ground are to be Type K copper. All solder joints are to be made with lead free solder in accordance with local and State Codes. * All water supply p'ping ~s to be msu ated w th 1 inch thick cylindrical molded glass fiber type insulaifon with a 3ye lb. density. * All wa er supply piping s to be pressure tested. The bitial test is with no ceeeection to the fixtures and ~s to be done by capping all openings and pressedzing the piping system with compressed air to a minimum pressure of 150 psig. The pressure ts to moDhored for 2 hours and will be considered to be leak free if the pressure rereains constant dedng the test pedod. After successful comptegon of this test, the fixtures are to be connected and file system is to be tested at a pressure of 90 psig for a pedod of 2 hours. * The wa er supply system shall be cleaned by filling the system with water/chlorine solution with at least 50 ppm of chJedee. The piping is to isolated and allowed to stand for a peped of 24 hours. The system is to be flushed at the completion of the test, * Shower and tub supply valves are ta be temperature-actuated flow reduction type devices. * nstaJl bail valves at the Iocedons shown on this drawing. Also installed ga e va yes for hot and cold water at all fixtures. All exposed water supply and waste piping to fixtures and the valves are to be 57% brass pipe chromium plated. * Run wa er supply piping o fixtures concealed within wails and bedeentelly to fixtures. All p~pes are to be equipped w~h chrome plated escbeteoos at all exposed floor and wal~ peeetratioss. Waste * All hodzeetel waste and vent mrs of 2 inch waste pipe are fo pitched at Y4 inch per taut. The 3 and 4 inch waste and vent piping should also have a Y4 inch per foot pitch wherever possible with a minimum pitch of Ye inch per foot. rowde all vents shown iD the drawings, as required by the Plumbing Code, and as necessary to prevent sipbeeege or hack pressure on the trap seals. * Pray de cteanoute as shown in the drawings. Provide 18 inch clearance at all trap locations. * All waste and vent pipes and water supply pipes shall be suppoded by pipe heegems. The hangems shall be installed at a maximum spacing of 4 feet. All vertlca~ runs are to be supper~ed as required by bcal and State Codes, * Pressure Test all waste and vent piping at the compbtiee of rough in. Tightly doee a~l openings in the piping system, and fill with water to a point of overifow, but not less than 10 foot head of water. The water level Js to remain level for a minimum of 15 minutes to be considered teak flee. * All foeeda on wa benatraflons are to be sealed with concrete and water proofed on the exterior side of the penetration. Water supply and gas line penetrations are to be equipped with sleeves. Scale: 1/4" = 1'-0" Drawn by: JJC Date: 3/31/2010 SCOPE OF WORK: - Temperadty suppod existing building with steel beams. - Excavate for new cellar - Installaiton of new eencrefo fooitngs and foundation. - Remove existing roof and siding and install new floor, wails and roof. - Installation of new windows and dooms. - Install new site improvements NOTES: 1 - Occupancy classification - Residential Group R-3 2- Type 5 - Wood framed construction to be utilized. 3 - Suikting height- 23'-8"_+, fire area -798 S.F. 4 - All work to be iR accordance with the current Building Code of New York State and Soulhold Trustees as required. 5 -The contractor is fo veri~ all meeeurementa iD the field and any discrepancies are to be brought fo the aiteeflon of the Engineer pdor to construction. Electrical Notes: 1- All electrical work shall be installed by the owner, 2 - All ebcteqal work shall be in accordance with the National Ebctec Cede. 3 - All smoke datectoms shall be installed in accordance with NFPA 72 and local codes. 4- The detectors are to be wired to the building's main electrical service and be equipped with battery back-up. 5 - The datectems shall be wired so that operation of any smoke detector shall cause the alarm to sound at the othems. 6 - CaFeon monoxide detectors must be installed on each floor of the building iD accordance with Suffolk County speciflcatioos. WINDOW SCHEDULE: NOTE, ALL WINDOWS TO HAVE SCREENS, WJNDOW NOTES: 1 - Windows and doors are to be equipped with removable phjwood panels as showo in details or shall meet the requirements of the Large Missile Test of ASTM E 1999 for 110 mile per hour wind bads. 2 - Windows shown are mseeu[actured by Andemsoo. 3 - Color, style and type of window to he vedfled by the owner. 4 . Rough opee[ngs to he verh~ed by the eentracior before framing. - Meets egress~ble codes for fire evacuation. Condon Engineering, P.C. 1755 Sigsbee Road MaUiluck, New York 1 t 952 (631) 298-1986 (631) 298-2651 Fax www.ceedonengineering.eems REVISIONS CURTO IMPROVEMENTS Country Route 48 Peconic, New York PROPOSED FLOOR PLANS S-3 6 NEW CEDAR SHINGLE NEW ANDERSON DOUBLE GLAND NORTH ELEVATION NEW CEDAR SHINGLE SOUTH ELEVATION OOR NEWCMU FOUNDATION EAST ELEVATION RAISE BUILDING APPROX 24' TO ALLOW FOR DRAINAGE NEW CEDAR SHItNGLE WINDOW (TOp.} REVISIONS Scale: 1/4" = 1'-0" Drawn by: J JO Date: 3/31/2010 Condon Eng~neenng, P.C. 1755 SigsbeeRoad Mardtuck, NewYork11952 (631) 298-1986 (631) 298-2651 Fax www.mndsnenginee~ng.com CURTO IMPROVEMENTS Country Route 48 Peconic, New York PROPOSED BUILDING ELEVATIONS S-4 OF 6 UP q [ 4x4 Ace POST(TYP.) WIDE CMU WALL ON NO REBAR COLUMN (TYP.) (3) 13/4" X 91/4" LVL BEAM DROPPEd NOSE R (3) 13/4" X191t4' LVL SEAI~/DROPPED BOLTS th lB" O C, STAGGERED 12X8 HDR. (2))3(8 HDR (2) 2)(8 RDR, FOUNDATION AND FIRST FLOOR FRAMING PLAN 2ND FLOOR FRAMING PLAN 2X8 RRth 16" O 0 RIDSE ~ ~ !8 HDR, ROOf FRAMING PLAN Foundation Notes: The contractor is to vedf7 all measurements in the field and any discrepancies are to be brought to the attention of the Engineer pdor to eens~otion, 1. AIl ceecrete 3,500 psi after 28 days minimum. 2. AIl rebar ASTM A-615 Grsde 60. 3. Footings are to be installed on undisturbed virgin soil. The bottoms of all footings are to be installed a mmimum of 3' below grade unless indicated otherwise. 4. AIl m°ttar °r masonry ceestruction shall ceRform to the requirements of ASTM_270. 5. AIl mas°stY eegs sball be lightweight eencrete maeenry units C.M.U., pm = 150D psi minimum. 6. Mottar shall be pottland cemeth Fype,m, er,sL 7. Allmasonrywa~lsshallbeceestructedwithgalv. wallreinfoming. Reinf°rciagt°beheevy-dthytruss4ype, ggaugeandplacedateachsecond coume vet fically and to be the width recommended by the manufacturer. Reinforcing shall be ASTM 615 Grade 60. 8. The Engineer is t° be c°otactad g unacceptable or questionable soil is eneeuntered dudng excavatiee. Unacceptable soil is eeij ceetaining clay and/or organic material. 9. Insta" is°lafiee joints along fouedatiee walls aed et eelumn and other fleer benetmUons. 10. Foundation excavaUon is not to be back filled pedr to the existing building being low, md onto the new foundation. 11. Backfill along foundation walls is to be clean matadal and is to be mechanically compacted in 6" lifts to 95% of maximum dry density. Framing Notes: The contractor is to verify all measurements in the field and any discrepancies are to be brought to the atteetioR of the Engineer pdor to construction. Wood Framing 1. Alllumber is t° be No. 2 or befier Douglas Fir Larch (N) with the following mistmum specificaUons: Fb = 825 psi FV =95 psi fc peep = 625 psi E = 1,600,000 psi 2 All Laminatad Veneer Lumber is to have the following minimum spsotficafiens: Fb = 2,900 psi Fy = 290 psi Fc perp = 650 ps~ E = 1 300,000 psi 3. AIl beams tabricated with multiple Laminated Veneer Lumber boards are ta be nailed/boltad ta accordance wfih the manutactarer.s sbecificafions. 4. AIl straps, eennectors, plates, belta, nails, etc. are to be galvanized or stainless steel Designoted conneotors, strap otc. on these drawings are made bY Simpson un[ess indicated otberwfse. Ail connectam, straps etc. are ta be Railed/bolted iD accordance with the manufac~urer.s sbeciflcatiees. 5. AIl floor sheathing is to be 23/32 inch AC Fype plywood, tongue and groove, with an APA span raUng of 48/24. Floor sheathing shall be glued and screwed to the floor jotsts ( 6" O.C. edges and 12' O.C. fiord ). 6. Solid brocking is to be installed every 8, max or mid span of a, floor joists wfih spans exceeding 8,. 7. Double ioists are to be installed below parallel walls. 8. Blocking is to be installed at all point load beeeng points. 9. Wst[s are ta be framed wgh 2x4 inch otuds spaced 16 inches O.C. unless indicated taherwiee. 10. All joist and beam hangers and fasteners used on the exterior are to be Simpson Type 304 or 316 Stain[ess Steel. 11. All bolts nuts and washers are to be stainless steel or hot dipped galvanized. Stael 1 - All steel is to be ASTM Specification A-36 2- All bolted connections are to be made with A-325 bolts. 4- Round columns are to be ASTM Specification AS00. Scale: 1/4" = 1'-0" Drawn by: JJC Date: 3/31/2010 NOTE: DJ = DOUBLE JACK STUD TJ = TRIPLE JACK STUD PA = POST ABOVE Condon Engineering, P.C. 1755 Sigsbee Road MaUHuck, NewYork11952 (631) 298-1986 (631) 298-2651 Fax www.candonengineedng.com Design Loads: Roof - Live Load - 30 psr Based on ASCE-7 - Dead Load - 15 psf - 1st Fleer - Live Load - 40 psf - Dead Load - 15 pth - 2nd Floor - Live Load - 30 psf - Dead Load - 15 psf - Wind Loads - 120 mph - ASCE-7 qh = 50.3 psf (Exp. D) -Roof wind load - 66.4 psf Zone 2,3 -Wall wind load - 61.8 psf Zone 4 -Wall wind load - 74.2 psf Zone 5 Design Cdteda - NYS Residential Cede R301.2.1.1 and utilized the methods and procedures sfipulated in Chapter 2 Engineered Desifin and Chapter 3 Prescriptive Design in the Amedcan Forest and Paper AssociatJee Wood Erame CoDstructiee Manual for One and Two Family Dwelling Units - High Wind Addition and ASCE 7. CURTO IMPROVEMENTS Country Route 48 Peconic, New York PROPOSED FRAMING PLANS REVISIONS S-5 6 Table 31 Nailing Schedule {Wood Framed Consbucfion Manual 2001 BBC High Wind Edsion, Page 110) JatntDesc~pben I NumperefNailsI NailSpacing ROOF NAILING Rafter to Top Plato (Tee -nailed) 4 - 8d per ratter Ceiling Joist to Top Plate (Toe -nailed} 4 - 8d per je~at Ceiling Joist to Parallst Ra~[er (Face maded) 84 gd each lag Ceiling Joist Laps Over Parafions (Face -.qailed) 8H6d each lap Collar Tie to RaRer (Toemailed) 2-1 Od per fie Blocking to RaRer (Tee nailed) 2 - 8d each end Rim Board to Rafter (End Nailed) 2 - 16d each end WALL FRAMING Top Plato to Top Plate {Face -nailed) 2 - 16d (1) per Mot Top Plates at thtersecaons (Face -nailed) 4 - 16d jo~s~s - each side Stud to Stud (Face -nailed) g ~ t0d 24" s.c. Header to Header (Face mailed) 16d 10" D.C. along edges Top or BoSom Plate to Stud (End Nailed) 2 - 10d per 2x4 stud 3-16d per 2x6 stud 4 - 16d per 2x8 stud BoBom Plate to Floor Joist, Band Jmat, End joist or Blocking (Toe-nailed) 2 - 16d (1,2) per foot FLOOR FRAMING Joist to Sill, Top Plate or Girder (T~e -nailed) 4 - 8d per joiai BNdging to Jatst (Toe-nailed) 2 - 8d each end Blocking to Joist (Toe-nm[ed) 2 ~ 8d each end Becking to Sill or Top Plate (Toe-nstlaR) 3 - 16d each block Ledger Slrip to Beam (Face-natled) 3 - 16d each joist Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist Band Joist to Joist (End-~aiMd) 3 - 16d per joist Band Joist to Sifi or Top Plate (Tee-naaid) 2 - 16d (1) per foot ROOF SHEATHING S~cturai Panels 8d (Detail sheet S-2) CEILING SHEATHING GypsumWallhoard I 5dcesters I 7"edge/10"flaid WALL SHEATHING GypsumWallbeard I 5dceolers I 7"edge/lO"field FLOOR SHEATHING Structural Panels 1" or less 80 6" edge / 12" field (1 ) Nading requirements are based on wall sheathing nailed 6' or>center at the panel edge. If wall sbea~ing m nailed 3" on-center at the panel edge to ebon higher shear capacibes, nailing requirements ~ s~cturai members shall he doubled, er alternate connectors, such as shear plates, shall be used to mainMin lead path. (2) When wat~ sheathing is congnuous over connected members, the Mbaiatud number of nails shall be permiUed to be reduced to 1 - 16d nail per fcoh S~mpson MTS30 Rafter Strap at each Rafter Tail GUTTERS WITH LEADERS Simpson HgA Hurricane Ties at each Rafter Tail 2" CONTINUOUS SOFFIT EX. ~ WALL STUDS SIMPSON LSTA36 8' MIN. ,x SIMPSON LTP5 STRAP ~1 and ~ Detail SLOPE GRADE AWAY FROM BUILDING OAMP PROOFING (2) NO. 5 - 60 KSI REBAR. ~RR@ (3) 1 3~4" X 71/4" LVL Two ti4" A36 Steel Flitch Plates FLITCH BEAM DETAILS SCALE 1' = I'~P ~ at each Rafter CeNT RIDGE ~ENT --~... NEW CEDAR SHINGLE ROOF NEW 112" PLYWOOD SHEATHING WITH CEDAR BREATHER - 1/2' GYPSUM FLOORING 1/2" GYPSUM - EX 2X6 FJ ~ E4" O,C, (SISTER NEW 2X8 TO EACH JOIST) COPPER TERMITE SHIELD PROVIDE SEAM POCKET AT DROPPED BEAM LOCATIONS L R-lS INSULATION 10 MIL POLYETHYLENE VAPOR RETARDER (~TYPICAL._W.,,ALL SECTION ' PLYWOOD PLASTIC~OATED PERMANENT WOOD - SCREW ANCHORS ;' PLYWOOD DETAIL A - TYPICAl. ATTACHMENT OF PLYWOOD OPENINGS PROTECTION TO WOOD-FRAME BUILDING Alternate to 120 MPH Certified Window Installation Plywood Panel Window and Door Protection for Wood Framed Buildings NTB LIGHT WOOD-FRAME WALL / PLYWOOD OPENINGS PROTECTION; THICKNESS DEPENDS ON W]NDOW OPENING WID~'I (I) NOTE: IN LIEU OF SCREWS, LUGS WiTH NUTS AND WASHERS MAY BE USED SIMPSON S3RONGTIE HD AT EACH CORNER WALL CORNER CONNECTION DETAIL AT FOUNDATION NOT TO SCN_E SIMPSON LSTA36 STRAP Typical Window and Door Header Strapping Detail Each Corner NTB V-CUT SHEAR BLOCKING JV~~ RAFTERS 2X TRIM BOARD FOR SHEAR BLOCKING {BE~PNEEN JOISTS). FIELD TRIM TO MATCH JOIST DEPTH AT OUTER EDGE OF WALL OR LOCATE ON WALL TO MATCH JOIST DEPTH. MAXIMUM ALLOWABLE V-CUT SHEAR BLOCKING AND VENTILATION HOLES SHEAR BLOCKING DETAILS NTB Nailing Zones for Roof Sheathing in 120 MPH Peak Gust Wind Zone NOTE: DJ=DOUBLEJACKSTUD TJ=TRIPLEJACKSTUD PA=POSTABOVE Zone 1 Zone 2 Zone 3 Field 6" O.C. 12' O.C. 4" O C. Panel Edges 6" O.C. 6" O.C. 4" O.C. Nailing Requirements for 120 MPH, 3 Bec. Peak Gust, ½" Thick Roof Sheathing with 8d Common Nads Roof Sheathing Nailing Details SCALE: 1/8" = 1'-0" Design Criteria- NYS Residential Code R301 2.1.1 and utilized the methods and procedures stipulated in Chapter 2 Engineered Design and Chapter 3 Prescriptive Design in the American Foist and Paper Association Wood Frame Construction Manual for One and Two Family Dwelling Units- High Wind Addigon and ASCE 7. REVISIONS Scale: 1/4" = 1'-0" Drawn by: JJC Date: 3/31/2010 Condon Englneenng, P.C. 1755SigsbeeRead Maffi~ck, NewYork11952 (631)298-1986 (631)298-2651 Fax www.condonengineedng.com CURTO IMPROVEMENTS Country Route 48 Peconic, New York STRUCTURAL DETAILS S-6 OF