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BOTH-000657-2016 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: BOTH-000657-2016 Date Issued: Wednesday, July 26, 2017 This is to certify that work requested to be done as shown by Permit Number BOTH-000657-2016 has been completed. Tax Map Number: 227.13-2-43 Location: 78 ROCKHURST RD Owner: MATTHEW LUCAS Applicant: Delczeg Builders This structure may be occupied as a: Boathouse w/Sundeck 816 s.f. By Order of Town Board TOWN OF QUEENSBUURY/� Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 QL Community Development-Building&Codes (518)761-8256 BUILDING PEFMT Permit Number: BOTH-000657-2016 Tax Map No: 227.13-243 Permission is hereby granted to: Joe Delczeg For property located at: 78 ROCKHURST RD In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Tvce of Construction Owner Name: MATTHEW LUCAS Boathouse with Sundeck $125,000.00 Owner Address: 206 Central AVE Total Value $125,000.00 Madison,NJ 07940 Contractor or Builder's Name/Address Electrical Inspection Agency Delczeg Builders 4717 State Rte 8 Riparius,NY 12862 Plans&Specifications Boathouse w/Sundeck 816 s.f. $75.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,October 12,2017 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of ueensb [ J �VJed er 12,2016 SIGNED BY: (iiV�C(/ �•Y! for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only ACCESSORY STRUCTURE APPLICATION Received DATE ZeP Z(o ' ZtJ/(® Tax Map ID Permit No. ' �5�" ZQ(ki TAX MAP ID Permit Fee , v�Wa I I ZONING Rec Fee HISTORIC SITE —Yes _No Approvals SuemyistoN NAME Lot# '/ /,c APPLICANT � t1 C. nn,, "Q OWNER I"C,L y,3 U _6_', ADDRESS ADDRESS SO, ec� 4, '"nt>.dr aog PHONE 1 p f PHONE CONTRACTOR G� Zco. _ C�c7 �'IO-eLls COSrOFCONSTRUCTIONn(ESTIM(�A,TEW: $ ADDRESS: �� -� fi I BUILDING ADDRESS: 4 0 e�px s^3 i z?.ioZ PHONE: 5 7Cf(o -7 OG f CONTACT PERSON FOR BUILDING&CODES COMPLIANCE PHONE TYPE OF CONSTRUCTION Check all that apply Please Indicate measurements as required below Boathouse 1"floor sq.ft. 2n1 floor sq,ft, Total sq.ft. Height Boathouse with Sundeck 8 k Deck Detached Garage(#of cars_) Dock Pole Barn Porch -open '" Porch-3 season,Covered,Enclosed Shed Other Accessory Structure(s) '•Considered floor area&must comply with FAR(floor area ratio) requirements if located in the WR zone DECLARATION. I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application,plans and supporting materials are a true&complete statement description of the work proposed,that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances; and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that [/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. ✓I have read and agree to the above: Print Name: ` O `c--ZY Date: Q-Z&<13 Signature: Date: C(-Z('- Zd/fo 1 Town of Queensbury Building&Codes Accessory Structure Application July 2014 ACCESSORY STRUCTURE APPLICATION (Requirements, Notes, Changes) REQUIREMENTS: 1. Two (2)sets of the following documentation with the application and fee: a) Piot plan drawn to scale with the use of a survey map, if possible (40 scale=40 feet) b) Indicate proposed structure(s), showing setback dimensions from all surveyed property lines c) Show location of all existing structure(s)on the property d) Show location of water supply (well or water lines) e) Show location and configuration of septic disposal system or sewer line. 2. Structural drawings to Include: Floor plan; Foundation plan, Cross Sections, Elevations 3. Registered Architect or Engineer's stamp, signed &sealed for residential additions/alterations and any commercial construction costs over$20,000 Norm 1. A permit must be obtained before beginning construction 2. This permit is for any structure other than residential principal structure (house) to include, but not limited to: garage, shed, dock, deck, carport, pole barn, greenhouse, etc, Refer to Informational Brochure No. 3—Accessory Structures — Sheds/Fences. 3. Changes to Plan — Any changes prior to or during construction will require submittal of amended plans (review and re- approval are necessary) 4. Withdrawn Permits: 20%of the initial fee is retainable by the Town. No fee is refundable after 1 year from initial application date. 5. Additional review: All applications are subject to Zoning Administrator, Code Compliance and Structural Plan Review. CHANGES TO RESIDENTIAL BUILDING CODE EFFECTIVE 1-1-2011(INFORMATIONAL). Residential Building Code • New driveway requirements for structures located over 300 feet from main road • Spray foams are allowed to be exposed in rim joist box only, must be covered by 15 minute thermal barrier all other areas; • Protection against decay requirements • Landings are no longer required on the outside of secondary doorways less than three risers provided no doors swing over steps • Vent stacks must be 18 inches minimum above roof for all structures New Electrical Reguirements • Arc fault breakers required in all habitable spaces for receptacles • GFI protection for all other receptacles In kitchens, bathrooms, garages and unfinished basements • All receptacles must be tamper resistant • Carbon Monoxide detectors must be located within 15 feet of sleeping areas; • All corrugated stainless steel piping must be bonded to the common ground for electrical service New Energy Code • Blower door tests required by credential contractor or structure inspection by air barrier supplier and certified compliant • Programmable thermostats required • Lighting must be 50% energy saving light bulbs • Separations between dwelling units must have minimum of R-10 in common wall of each dwelling unit • ResCheck inspector's checklist must be available at time of insulation inspection 2 Town of Queensbury Building&Codes Accessory Structure Application July 2014 NEW BOATHOUSE FOR o N & JEAN LUCAS EENjdhTTHEW o --- r To' � �C L E V E R D A L E, N Y fain t�. !� — _ 70 -O Da m 3 0 T T T T TT LL TT FILE COPY - _ T _ = N N Y 05 rt M y U O O h v c3 ' r� N J mSW10 EI NT Iill.ited e-x,3F �`-tor, �$$$U C• OUr - with C'U', oalrinc:na ;,^ciic tions are in C f in G s o li 'n Codes de full �,,.:�I,;a;�ce Iain the �u 9 New YOrk Siete, 1_ a , I — 71 I 77 1 � i , —�- T \ - ® REVISED PER LGPC COMMENTS 0413-16 LJ.T.LWW ® RELEASED FOR FILING 03-15-16 LJ.T.REVISIONS PER CLIEM 71-23-15 LJ.T.RELEASED FOR APPROVAL II-115 LJ.T. REVISIONS ARCHITECTURAL OR STRUCTURAL CHANGES m�::��ouw,:me1 sic°ao+im SCALE: AS NOTED SHEET INDEX MUST BE APPROVED IN WRITING BY _ DWN.BY: L.J.T. ENGINEER OF RECORD PRIOR TO ID Name CONSTRUCTION. REVISIONS WILL NOT BE - CHK'D BY:B.W.W. A-000 COVER SHEET APPROVED POST CONSTRUCTION. -_ DATE: 11-16-15 A-001 NOTES AS APPLICABLE "^ - °'SHEET NO.1 OF 9 A-002 BOATHOUSE BSUNDECKPLAN ° NEW SINGLE BERTH BOATHOUSE A-003 ELEVATIONS OF NEty COVER SHEET S-001 CRIB FRAMING PLAN '��P-TER Wj VO MATTHEW LUCAS S-002 SUNDECK FRAMING PLAN,SECTION.DETAILS y s-003 ROOF FRAMING PLAN,SECTION TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK-TAX ID 227.13-2-43 S-004 CRIB DETAILS �`yrF oeao'10 ��= Bret W. Winchip Engineering, P.C. PROJECTNO. ST-001 SITE PLAN ��OffSSI 0NP.O.Box 116,6272 State Route 9 15-128 Chestertown,New York 12817 DATE:03-15-16 Phone: (518)494-2555 Fax: (518)494-2566 A-000 ARCHITECTURAL&STRUCTURAL ABBREVIATIONS GENERAL NOTES MECHANICAL NOTES FRAMING NOTES GARAGE NOTES ENERGY NOTES I. ALL FRAMING LUMBER TO BE NORTHERN SPF NO.2(FB=875 PSI)OR BETTER, @......................................AT 1.THESE DRAWINGS ARE ONLY FOR THE STRUCTURAL WORK INDICATED. I. SMOKE DETECTOR ALARMS"SD"SHALL BE INSTALLED ON EACHAND SHALL BEAR A GRADE STAMP. ATTACHED GARAGES REQUIRE THE FOLLOWING MINIMUM FIRE-PROTECTION: I. ALL BUILDING ENVELOPE ELEMENTS THAT CONTAIN MATERIALS WHICH ARE A.B..............._...................ANCHOR BOLT 2.ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR TO BE FLOOR OR SEPARATE LEVEL INCLUDING THE BASEMENT,IN EACH 2. ALL STEEL HARDWARE AND FASTENERS IN CONTACT WITH MASONRY OR CAPABLE OF ABSORBING OR RETAINING MOISTURE SHALL BE PROTECTED AFG...................................ABOVE FINISH GRADE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH SLEEPING ROOM,AND IN THE ADJACENT VICINITY OUTSIDE EACH PRESSURE TREATED LUMBER TO HAVE MANUFACTURER APPLIED G-185 ZINC A.FOR ATTACHED GARAGES,5/8"TYPE"X"GYPSUM WALL BOARD SHALL BE BY A VAPOR BARRIER RETARDER LOCATED ON THE WARM SIDE OF THE ALT....................................ALTERNATE APPLICABLE CODES. SLEEPING ROOM.IN DWELLINGS WITH SPLIT LEVELS.SMOKE GALVANIZED(MINIMUM)COATING OR APPROVED EQUAL. INSTALLED ON GARAGE SIDE OF DEMISING PARTITION,AND 1/2"TYPE"X" INSULATION. APP...................................APPROVED 3.NO CHANGE IN EGRESS,OCCUPANCY GROUP OR USE. DETECTOR ALARMS NEED BE INSTALLED ONLY ON THE UPPER 3. FLOOR SHEATHING SHALL BE GLUED AND NAILED TO FLOOR JOISTS GYPSUM WALL BOARD,OR BETTER,SHALL BE INSTALLED ON THE RESIDENCE 2. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUI ASSY.................................ASSEMBLY 4.NO CONTROLLED INSPECTION UNDER THIS APPLICATION. LEVEL PROVIDED THE LOWER LEVEL IS LESS THAN ONE FULL STORY ACCORDING TO NAILING SCHEDULE.ROOF AND WALL SHEATHING SHALL SIDE OF THE DEMISING PARTITION FOR FIRE SEPARATION REQUIREMENTS. OF INSULATION AT PLATE LINES,SILL LINES,BAND JOISTS,AND CORNERS. AVG...................................AVERAGE S.IT IS A VIOLATION OF NEWYORK STATE EDUCATION LAW ARTICLE 145, BELOW THE UPPER LEVEL,AND THERE IS NO DOOR SEPARATING BE NAILED ACCORDING TO SAID NAILING SCHEDULE. OPENINGS FROM A GARAGE DIRECTLY INTO A SLEEPING ROOM ARE NOT ALL JOINTS AND OPENINGS IN THE BUILDING ENVELOPE SYSTEM, B&B..................................BOARD AND BATTAN SECTION 7209.FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE THE LEVELS.SMOKE DETECTOR ALARMS SHALL BE INSTALLED ON 4. SILL PLATES SHALL BE PRESSURE TREATED WOOD. PERMITTED. INCLUDING THOSE AROUND WINDOWS AND DOOR FRAMES,BETWEEN BCNYS..............................BUILDING CODE OF NYS DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER AN ITEM IN BOTH LEVELS IN OTHER CASES.A CARBON MONOXIDE 5. WALLS GREATER THAN 10 FT.IN HEIGHT SHALL COMPLY WITH TABLE R602.3.1 DOORS BETWEEN THE RESDIENCE AND GARAGE SHALL BE MINIMUM FORTY- WALLS AND ROOF/CEILING ASSEMBLIES,BETWEEN WALLS AND FLOORS SFG...................................BELOW FINSH GRADE ANYWAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED,THE DETECTOR ALARM"CO"SHALL BE INSTALLED ON EACH FLOOR 6. FRAMING MEMBERS SHALL NOT BE CUT OR NOTCHED IN EXCESS OF: FIVE MINUTE ARE-RESISTANCE-RATED DOOR AND FRAME ASSEMBLY WITH AND FOUNDATIONS,BETWEEN WALL PANELS.AT UTILITY SERVICE BOS...................................BOTTOM OF SLAB ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION CONTAINING A SLEEPING LEVEL,AND ON ANY FLOOR. BEARING WALL MEMBERS:FIG.R602.611) SELF CLOSING DEVICE. PENETRATIONS AND BETWEEN DISSIMILAR MATERIALS SHALL BE CAULKED, BTWN.................................BETWEEN "ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH INCLUDING THE BASEMENT IF COMBUSTION EQUIPMENT IS NON-BEARING WALL MEMBERS:FIG.R602.6(2) - D.LIVING SPACE ABOVE A GARAGE CEILING SHALL BE SEPARATED BY A GASKETED,WEATHER STRIPPED,OR OTHERWISE SEALED.WINDOWS AND BSMT.................................BASEMENT ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. LOCATED WITHIN THE SPACE.CARBON MONOXIDE ALRAMS FLOOR MEMBERS:FIG.R502.8 HORIZONTAL ASSEMBLY OF 5/8"TYPE"X"GYPSUM WALL BOARD DIRECTLY DOORS SHALL BE INSULATED AT JAMBS AND HEAD W/LOW EXPANSION CFM...................................CUBIC FEET PER MINUTE 6.THE PLANS SHALL BE STRUCTURED AS SHOWN.ANY DEVIATION FROM THE SHALL BE INSTALLED IN THE ADJACENT VACINITY OUTSIDE EACH 7. SOLID BLOCK ALL RAFTERS FOR WIND WASH. ATTACHED TO THE BOTTOM OF FLOOR JOISTS OR TRUSS CHORDS. SPRAY FOAM INTENDED FOR ITS USE.CAULK SEAL SILL.2010 ENERGY CLG...................................CEILING PLANS REQUIRES WRITTEN APPROVAL FROM THE ENGINEER OF RECORD SLEEPING ROOM,NOT TO EXCEED 15'-0".ALL SMOKE DETECTOR 8. SOLID BLOCK ALL FLOOR JOISTS AT ALL INTERMEDIATE BEARING WALLS,AND CONSTRUCTION SUPPORTING SUCH HORIZONTAL ASSEMBLIES SHALL ALSO BE CODE REQUIRES AIR SEALED INSTALLATIONS. CL.....................................CLOSET PRIOR TO WORK.NO WORK,UNDER ANY CIRCUMSTANCES,SHALL BE ALARMS"SD"AND CARBON MONOXIDE DETECTOR ALARMS"CO" AT THE ENDS BY FULL DEPTH BLOCKING OR RIM BOARDS NAILED THROUGH. PROTECTED BY NOT LESS THAN 5/8"TYPE"X"GYPSUM WALL BOARD. 4. AIR INFILTRATION BARRIERS SHALL BE INSTALLED WHETHER A VENTILATED CMU..................................CONCRETE MASONRY UNIT APPROVED IF PERFORMED PRIOR TO WRITTEN APPROVAL. ARE TO BE INTERCONNECTED SUCH THAT THE ACTIVATION OF 9. PROVIDE WOOD TRUSSES DESIGNED FOR LOADS INDICATED ON THE GARAGE AND CARPORT FLOORS SHALL BE AN APPROVED SIDING MATERIAL IS INSTALLED OR THE SIDING TECHNIQUE NECESSITATES A CO....................................CARBON MONOXIDE DETECTOR 7.ALL CONSTRUCTION SHALL COMPLY WITH THE RESIDENTIAL CODE OF NEW ANY ONE ALARM ACTIVATES ALL ALARMS.THE ALARMS SHALL BE STRUCTURAL DRAWINGS.TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR NONCOMBUSTIBLE MATERIAL.THE VEHICULAR PARKING AREA SHALL BE LOOSE FITTING APPLICATION. COL..................................COLUMN YORK STATE AND THE ENERGY CONSERVATION CONSTRUCTION CODE OF DIRECT WIRED TO THE BUILDING WIRING AND PROVIDE POWER TRUSS DESIGN AND SHALL SUPPLY P.E.STAMPED DRAWINGS TO THE END SLOPED TOWARD THE VEHICLE ENTRY DOORWAY. 5. BUILDING TO BE CONSTRUCTED AND INSULATED IN COMPLIANCE WITH THE CONC................................CONCRETE NEW YORK STATE AS AMENDED TO DATE;APPLICABLE LAWS,STATUTES,AND FROM A LIGHTING OR OUTLET BRANCH CIRCUIT WHICH WHEN USER. ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE AS COND................................CONDITION ALL OTHER APPLICABLE STATE AND LOCAL RULES AND REGULATIONS.THE NOT FUNCTIONING IS READILY APPARENT TO THE OCCUPANTS. 10.ALL ENGINEERED WOOD PRODUCTS SHALL BE INSTALLED PER FOUNDATION NOTES AMENDED TO DATE CONTR..............................CONTRACTOR CONTRACTOR SHALL MAINTAIN A COPY OF THE RESIDENTIAL CODE OF NE ALARM CIRCUIT WIRING SHALL BE PERMANENT AND WITHOUT MANUFACTURER SPECIFICATIONS OR AS INDICATED ON STRCUTURAL PLANS. CAULK ALL WIRE AND PIPE HOLES WHERE THEY PENETRATE ALL UPPER AND CRNR................................CORNER YORK STATE ON SITE AT ALL TIMES AND REFER TO SUCH FOR ALL ITEMS NOT DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR 11.ALL WOOD,INCLUDING POSTS,LOCATED NEARER THAN 61NCHES TO EARTH,I. FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL DEVOID OF ANY LOWER EXTERIOR PLATES. DBL...................................DOUBLE SPECIFICALLY REFERENCED IN THE DESIGN DOCUMENTS. OVERCURRENT PROTECTION.THE ALARMS SHALL HAVE BATTERY OR LOCATED ON CONCRETE SLABS PLACED ON EARTH SHALL BE PRESSURE ORGANIC MATERIALS AND STEPPED AS REQUIRED TO MAINTAIN THE REQUIRED S. USE BLOWN-IN WALL INSULATION IF AT ALL POSSIBLE.IF BATT INSULATION IS DEMO................................DEMOLITION 8.THE BUILDER IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, BACKUP.REQUIRED SMOKE DETECTORS SHALL NOT BE LOCATED TREATED WOOD OF WOOD OF NATURAL RESISTANCE TO DECAY ON DEPTH BELOW THE FINAL GRADE. USED,INSTALL BEHIND ALL ELECTRICAL BOXES. DN....................................DOWN METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES FOR WITHIN KITCHENS OR GARAGES.IONIZATION SMOKE DETECTORS PRESSURE TREATED PLATES. 2. SOIL BEARING PRESSURE ASSUMED TO BE 2000 PSF UNLESS OTHERWISE NOTED IN . SEAL ALL JOINTS IN HVAC DUCTS,WITH LEAKAGE NOT MORE THAN 3%.3" DF....................................DOUG FIR COORDINATING ALL PORTIONS OF THE WORK.THE CONTRACTOR SHALL BE SHALL NOT BE LOCATED CLOSER THAN 3-0"'HORIZONTALLY 12.FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT THE DEISGN DRAWINGS. FIBER MESH TAPE SHOULD BE USED ON ALL COLLAR TO PLENUM EA....................................EACH RESPONSIBLE TO PROVIDE ALL TEMPORARY BRACING AND SHORING AS FROM THE DOOR TO A KITCHEN,THE DOOR TO A BATHROOM OPENINGS(BOTH VERTICAL AND HORIZONTAL)TO FORM AN EFFECTIVE FIRE 3. ANY FILL UNDER GRADE SUPPORTED SLABS TO BE A MINIMUM OF 4"GRANULAR CONNECTIONS AND ALL GAPS THAT ARE 1/4"OR WIDER.INSULATE DUCTS EL.....................................ELEVATION REQUIRED TO MAINTAIN STRUCTURAL STABILITY UNTIL COMPLETION OF CONTAINING A TUB OR SHOWER,OR THE SUPPLY REGISTER OF A BARRIER BETWEEN STORIES,AND BETWEEN A TOP STORY AND THE ROOF- MATERIAL COMPACTED TO 95%PROCTOR DENSITY. WITH R-6.5 OR GREATER. EXIST'G.............................EX67ING WORK.NO BEAM,JOIST OR OTHER STRUCTURAL MEMBER SHALL BE FORCED AIR HEATING OR COOLING SYSTEM.A SMOKE SPACE.FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONCRETE: 3. FOAM INSULATE BETWEEN ALL EXTERIOR WINDOW AND DOOR EDGES AND EQUIV...............................EQUIVALENT NOTCHED,DRILLED,OR CUT BEYOND LIMITS ALLOWED BY CODE. DETECTOR INSTALLED WITHIN 20'-0"OF A COOKING APPLIANCE CONSTRUCTION THE FOLLOWING LOCATIONS: BASEMENT WALLS&FOUNDATION NOT EXPOSED TO ROUGH OPENING FRAME. USE NON-EXPANDING FOAM(W.R. F.F...................................FINISH FLOOR 9.TYPICAL DETAILS SHALL APPLY UNLESS OTHERWISE SHOWN ON THE SHALL BE PHOTOELECTRIC.FOR ANY ADDITION OR ALTERATION A.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING WEATHER: 3,000 PSI GRACE/POLY-CELL ONE OR EQUAL). FTG..................................FOOTING DRAWINGS. REQUIRING A BUILDING PERMIT,THE AREA OF WORK SHALL BE FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS;AS BASEMENT&INTERIOR SLAB ON PROVIDE BACK DRAFT DAMPER ON KITCHEN HOOD VENT,DRYER VENT, GALV................................GALVANIZED 10.THE PROFESSIONAL SERVICES OF THE ENGINEER DO NOT EMEND TO OR PROVIDED WITH SMOKE DETECTOR ALARMS AND CARBON FOLLOWS: GRADE: 3,000 PSI AND BATHROOM VENT. GEN..................................GENERAL INCLUDE THE REVIEW OR SITE OBSERVATION OF THE CONTRACTORS WORK MONOXIDE DETECTOR ALARMS LOCATED AS REQUIRED FOR NEW Al.VERTICALLY AT CEILING AND FLOOR LEVELS BASEMENT&WALLS EXPOSED TO THE WEATHER: 10.INSULATE ALL HOT WATER PIPES. G.W.B................................GYPSUM WALL BOARD OR PERFORMANCE.THUS,THE ENGINEER IS NOT RESPONSIBLE AND IS TO BE BUILDINGS.SMOKE DETECTORS INSTALLED UNDER THIS A.2.HORIZONTALLY AT INTERVALS NOT TO EXCEED 10'-0". 3,000 PSI 1(.INSTALL WRAP KIT ON WATER HEATER. HDR..................................HEADER HELD HARMLESS BY ALL PARTIES FROM ANY CLAIM OR SUIT WHATSOEVER, PROVISION NEED NOT BE INTERCONNECTED WITH EXISTING B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND CONCRETE SIDEWALKS TO HAVE TOOLED JOINTS AT V-0"O.C.(MAXIMUM) HR....................................HOUR INCLUDING ALL PAYMENTS OR COSTS INVOLVED ARISING FROM OR ALARMS. HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND 6. REINFORCING STEEL TO BE A-615 GRADE 60.WELDED WIRE MESH TO BE A-185. MINIMUM NAILING SCHEDULE INS...................................INSULATION ALLEGED TO HAVE ARISEN FROM THE CONTRACTORS OR ANY 2. HEATING:EACH THERMOSTAT SHALL BE CAPABLE OF BEING SET COVECEILINGS. 7. COVER ENTIRE CRAWL SPACE WITH 6 MIL BLACK"VISQUEEN"AND EXTEND UP TABLE R602.3(1) J.S...................................JACK STUD SUBCONTRACTORS WORK. FROM 55 DEGREES F-85 DEGREES F. C.IN CONCEALED SPACES BETWEEN STAIR STRINGERS ATTHE TOP AND BOTTOM FDN.WALLS TO P.T.MUDSILL. LIN...................................LINEN 11.IT IS THE BUILDER'S RESPONSIBILITY TO REVIEW ALL DIMENSIONING AND 3. FREE STANDING OR BUILT-IN RANGES REQUIRE A VERTICAL OF THE RUN. 3. PROVIDE A MINIMUM OF 1 SQ.FT.OF VENTILATION AREA FOR EACH 150 50.FT. TOP PLATE TO STUD 2-16D(END NAIL) LHC..................................LOG HOME COUNCIL DETAILING PRIOR TO CONSTRUCTION AND TO ASSESS AND VERIFY CLEARANCE ABOVE THE COOKING TOP NOT LESS THAN 30"TO D.AT OPENINGS AROUND VENTS,PIPES AND DUCTS,CABLES AND WIRES AT OF CRAWLSPACE AREA.VENTS ARE TO BE CLOSEABLE WITH OPENINGS IN STUD TO SOLE PLATE 2-16D(END NAIL) LOC..................................LOCATION MEASUREMENTS OF EXISTING CONDITIONS PRIOR TO CONSTRUCTION.THE UNPROTECTED COMBUSTIBLE MATERIALS,VENTED RANGE CEILING AND FLOOR LEVEL,WITH AN APPROVED MATERIAL TO RESIST THE CORROSIVE RESISTANT SCREEN. STUD TO SOLD PLATE 3-8D OR 2-16D(TOE NAIL) L/V/H..............................LIGHT/VEW/HEAT BUILDER SHALL CHECK DETAILS FOR LOCATIONS OF ALL ITEMS NOT HOODS SHALL BE VENTED TO THE OUTSIDE BY A SINGLE-WALL FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. 9. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. DOUBLE TOP PLATES I OD @ 24"O.C.(FACE NAIL) LVL...................................LAMINATED VENEER LUMBER DIMENSIONED ON THE DRAWINGS. DUCT CONSTRUCTED OF GALVANIZED STEEL,STAINLESS STEEL OR E. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT 10.BEAM POCKETS IN CONCRETE TO HAVE 1/2"AIRSPACE AT SIDES AND END WITH DBL TOP PLATE LAP SPLICE 8-16D W/END JOINTS OFFSET 24" MAX..................................MAXIMUM 12.WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. COPPER.THE DUCT SHALL HAVE A SMOOTH INTERIOR SURFACE, THE LINE OF DWELLING UNIT SEPARATION. A MINIMUM BEARING OF 3". TOP PLATE LAPS 2-10D(INTERSECTION) MIN...................................MINIMUM DRAWINGS NOT TO BE SCALED FROM FOR FIELD WORK PURPOSES. BE AIRTIGHT AND SHALL BE EQUIPPED WITH A BACKDRAFT FIREBLOCKING SHALL BE 2"NOMINAL LUMBER,TWO THICKNESSES OF I" 11.PROVIDE CRAWLSPACE DRAIN AS REQUIRED. SOLE PLATE TO JOIST OR BLOCKING I6D @ 16"O.C.(BRACED WALL PNLS.) MO....................................MASONRY OPENING DAMPER.OPEN TOP BROILER UNITS SHALL BE PROVIDED WITH A NOMINAL LUMBER WITH BROKEN LAP JOINTS,ONE LAYER OF 23/32"WOOD 12.PROTECT BASEMENT WALLS BEFORE BACKFIWNG WITH BITUMOUS DAMP CEILING JOIST TO TOP PLATE 3-81D(TOE NAIL) NO....................................NUMBER 13.DESIGN LOADS(TABLE R301.51: HOOD COMPLYING WITH SEC.M1505 OR INCORPORATE AN STRUCTURAL PANELS WITH JOINTS BACKED BY 23/32""WOOD STRUCTURAL PROOFING,MIN.3.0 LBS PER SQUARE YARD,OR OTHER APPROVED METHOD. CEILING JOIST OVER PARTITION 3.1 OD(LAP JOINT FACE NAIL) NYS..................................NEW YORK STATE ROOF ASCE 7(SNOW):10 PSF(DEAD) INTEGRAL EXHAUST SYSTEM LISTED FOR USE WITHOUT A HOOD. PANELS OR 3/4"PARTICLEBOARD WITH JOINTS BACKED BY 3/4" PROVIDE A 4"DIAMTER PERFORATED DRAIN TITLE BELOW THE TOP OF THE CEILING JOIST TO PARALLEL RAFTER 3-10D(FACE NAIL) O.C...................................ON CENTERS Pg 60 PSF SELF-VENTING RANGES OR UNVENTED HOODS SHALL BE PARTICLEBOARD,1/2"GYPSUM BOARD,OR 1/4"CEMENT BASED FOOTING.DRAIN TO DAYLIGHT OR INTERIOR SUMP PIT. RAFTER TO TOP PLATE 2-16D(TOE NAIL) OHO..................................OVERHEAD DOOR FLOORS(NON-SLEEPING ROOMS)_40PSF(LIVE):10 PSF(DEAD) INSTALLED IN ACCORDANCE WITH THEIR LISTING AND LABELING. MILLBOARD.BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER 13.DO NOT BACKFILL FOUNDATION WALLS BEFORE STRUCTURAL FLOOR FRAMING I"BRACE TO EA.STUD AND PLATE 2$1)(FACE NAIL) OPG..................................OPENING FLOORS(SLEEPING ROOMS) 30 PSF(UVE):10 PSF(DEAD) 4. CLOTHES DRYER EXHAUST VENTS SHALL CONVEY MOISTURE INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE (INCLUDING SUBFLOOR)IS IN PLACE.(FRAMING MUST BE FULLY NAILED AND JOIST TO SILL OR GIRDER 3-81)(TOE NAIL) OPT..................................OPTIONAL STAIRS 40 PSF LADEN AIR TO THE EXTERIOR.DUCT SECTIONS SHALL NOT BE SHALL BE PERMTTED AS AN ACCEPTABLE FIRE BLOCK. ANCHORED)AND SLAB ON GRADE IS POURED. RAFTER TO RIDGE.HIP OR VALLEY 4-16D(TOE NAIL) O.S.B................................ORIENTED STRAND BOARD HANDRAILS 200 LB CONNECTED WITH SHEET-METAL SCREWS OR OTHER FASTENING 13.JOISTS EXCEEDING A NOM.2X12 SHALL BE SUPPORTED LATERALLY BY SOLID 14.ALL CONCRETE IN FOUNDATION SHALL DEVELOP MIN.COMPRESSION STRENGTH RAFTER TO RIDGE,HIP OR VALLEY 3-16D(FACE NAIL) PL....................................PLATE GARAGE FLOOR 50 PSF MEANS WHICH EXTEND INTO THE VENT.DUCT TERMINATIONS BLOCKING,DIAGONAL BRIDGING,OR A CONTINUOUS 1"X 3"STRIP NAILED OF 3000 PSI IN 28 DAYS. RAFTER TIES TO RAFTERS 3-81)(FACE NAIL) POLY................................POLYETHYLENE DECKS 40 PSF SHALL BE EQUIPPED WITH BACKDRAFT DAMPERS LOCATED NOT ACROSS THE BOTTOM OF JOISTS PERPENDICULAR TO JOISTS AT INTERVALS SUBFLOOR TO FLOOR JOIST 8D @ 6"O.C.EDGE,12"O.C.INT. PREFAB............................PREFABRICATED EXTERIOR BALCONIES 60 PSF LESS THAN 3'-0"IN ANY DIRECTION FROM OPENINGS INTO THE NOT EXCEEDING T-O". WALLSHEATHING TO STUD 6D @ 6"O.C.EDGE,12"O.C.INT. MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE ABLE R402-21: P51..................................POUNDS PER SQUARE INCH ATTIC(W/STORAGE) 20 PSF BUILDING.DUCTS SHALL BE CONSTRUCTED OF MINIMUM.016" 14.NOTCHES IN SOLID LUMBER JOISTS,RAFTERS AND BEAMS SHALL NOT EXCEED TYPE OR LOCATION OF MINIMUM SPECIFIED COMPRESSIVE STRENGTH Ill ROOF SHEATHING TO RAFTERARUSS BD @ 6"O.C.EDGE,12"O.C.INT. PSF.................................POUNDS PER SQUARE FOOT ATTIC(W/OUT STORAGE) 10 PSF RIGID METAL WITH JOINTS RUNNING IN THE DIRECTION OF ONE-SIXTH OF THE DEPTH OF THE MEMBER,SHALL NOT BE LONGER THAN CONCRETE CONSTRUCTION Pc WEATHERING POTENTIAL 121 PJ..................................PRESSURE TREATED ATTIC(W/FIXED STAIR ACCESS) 30 PSF AIRFLOW.TRANSITION DUCTS SHALL NOT BE CONCEALED WITHIN ONE-THIRD OF THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN NEGLIGIBLE MODERATE SEVERE R.B&B.............................REVERSE BOARD AND BATTEN FROST DEPTH: 48'B.F.G. CONSTRUCTION.DUCTS SHALL TERMINATE WITH A FULL OPENING THE MIDDLE ONE-THIRD OF THE SPAN.NOTCHES AT THE ENDS OF THE MEMBER ASEMENT WALLS AND FOUNDATIONS NOT I. ATTICS SPACES HAVING AN AREA EXCEEDING 30 SQUARE FEET AND RCNYS.............................RESIDENTIAL CODE OF NYS BASIC WIND SPEED: 90.0 MPH EXHAUST HOUSING.THE MAXIMUM LENGTH OF A 4"VENT SHALL SHALL NOT EXCEED ONE-FOURTH THE DEPTH OF THE MEMBER.THE TENSION =XPOSED TO THE WEATHER 2500 2500 2500(3) HAVING 30"OR.GREATER VERTICAL CLEAR HEIGHT REQUIRE A MINIMUM REBAR.............................REINFORCING BAR EXPOSURE CATEGORY: B NOT EXCEED 25'-0"FROM THE DRYER LOCATION TO WALL OR SIDE OF MEMBERS 41NCHES OR GREATER IN NOMINAL THICKNESS SHALL NOT ASEMENT SLABS AND INTERIOR SLABS 22"X 30"ATTIC ACCESS.SEC 807.1 RET................ ....RETENTION/RETURN SEISMIC DESIGN CATEGORY: C ROOF TERMINATION.LENGTH REDUCTIONS OF 2'-6"FOR 45 BE NOTCHED EXCEPT AT THE ENDS OF THE MEMBERS.THE DIAMETER OF THE N GRADE.EXCEPT GARAGE FLOOR 2. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE "..' LABS 2500 25M 2500(3) REQ'D.............................REQUIRED - SITE CLASS: D DEGREE BENDS AND W-O"FOR 90 DEGREE BENDS ARE REQUIRED. HOLES BORED OR CUT INTO MEMBERS SHALL NOT EXCEED ONE-THIRD THE ASEMENT WALLS,FOUNDATION WALLS, CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SD..................................SMOKE DETECTOR INSTALLATIONS WHEN THIS LENGTH IS EXCEEDED SHALL BE DEPTH OF THE MEMBER.HOLES SHALL NOT BE CLOSER THAN 21NCHES TO THE-EXTERIOR WALLS.AND OTHER VERTICAL SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY SHWR..............................SHOWER 14.ALL EXPOSED INSULATION IS TO HAVE A FLAME-SPREAD INDEX NOTTO INSTALLED IN ACCORDANCE WITH THE MFG'S INSTALLATION TOP OR BOTTOM OF THE MEMBER,OR TO ANY OTHER HOLE LOCATED IN THE ONCREIE WORK EXPOSED TO THE VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR S.O.G..............................SLAB ON GRADE EXCEED 25 AND AN ACCOMPANYING SMOKE-DEVELOPED INDEX NOT TO INSTRUCTIONS. SEC.M1502. MEMBER.WHERE THE MEMBER IS ALSO NOTCHED,THE HOLE SHALL NOT BE NEATHER 25M 3000(41 3000f4l SNOW.THE NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF SPEC...............................SPECIFICATION EXCEED 450. S. WOOD STOVES MUST BE INSTALLED AS PER MANUFACTURER'S CLOSER THAN 21NCHES THE NOTCH- ORCHES.CARPORT SLABS AND STEPS THE SPACE OR 1/300,PROVIDED AT LEAST 50%AND NOT MORE THAN 80% S-P-F..............................SPRUCE-PINE-FIR 15.ALL WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD INSTALLATION INSTRUCTIONS AND MUST BE U.L.LISTED AND 15.CUTS,NOTCHES AND HOLES BORED IN TRUSSES,STRUCTURAL COMPOSITE POSED TO THE WEATHER.AND GARAGE OF THE REQUIRED VENTS ARE IN THE UPPER PORTIONS OF THE AREA AT SST....................................SIMPSON STRONG TIE CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE-DEVELOPED LABELED.WOOD STOVES INSTALLED IN AN ALCOVE MUST BE LUMBER,STRUCTURAL GLUE LAMINATED MEMBERS,OR HJOISTS ARE LOOR SUBS 2500 3000 a 3000f4l LEAST 3'-0"ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE SYP.................................SOUTHERN YELLOW PINE INDEX OF NOT GREATER THAN 450. SPECIFICALLY APPROVED FOR SUCH INSTALLATION. PROHIBITED EXCEPT WHERE PERMITTED BY THE MANUFACTERERS 1)AT 28 DAYS P.S.I.COMPRESSIVE STRENGTH PROVIDED BY EAVE OR CORNICE VENTS. THE VENTILATION MAY BE STOR...............................STORAGE 16.PROVIDE INSULATION BAFFLES AT EAVE VENTS. S. FIREPLACES AND MASONRY CHIMNEYS SHALL BE INSTALLED PER RECOMMENDATIONS. 21 SEE TABLE R301.2(11 FOR WEATHERING POTENTIAL REDUCED TO 1/300 WHEN A CLASS I OR 2 VAPOR BARRIER IS INSTALLED STD.................................STANDARD 17.PROVIDE 1 SQUARE FOOT NET FREE AREA OF VENTILATION FOR EACH 150 CHAPTER 10.A MINIMUM 2"CLEARANCE TO COMBUSTIBLE 31 CONCRETEIN THESE LOCATIONS THAT MAY BE SUBJECTTO FREEZING AND THAWING DURING ON THE WARWN-WINTER SIDE OF THE CEILING.SEC.806.2 T&G................................TONGUE&GROOVE SQUARE FEET OF CRAWL SPACE EARTHEN FLOOR,LOCATED WITHIN 3'-0"OF WOOD FRAMING 15 REQUIRED AT FRONT AND SIDE FACES OF ONSTRUCTION SHALL BE AIR-ENTERAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE(4). T.O.F...............................TOP OF FOOTING EACH CORNER OF BUILDING.INCREASE TO 1/1,500 FOR CRAWL SPACES MASONRY FIREPLACES,AND 4"CLEARANCE TO COMBUSTIBLE aONCRETE SHALL BE NOT LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT)CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT(PERCENT BY VOLUME OF T.O.F.F....:.......................TOP OF FINISH FLOOR WITH CLASS 1 VAPOR RETARDER MATERIAL INSTALLED OVER EARTH. WOOD FRAMING AT REAR FACE OF MASONRY FIREPLACES. STAIR NOTES. T.O.R..............................TOP OF ROOF BASEMENTS ARE EXEMPT FROM THIS REQUIREMENT. GAS WATER HEATERS SHALL NOT BE INSTALLED IN A ROOM USED T.O.W..............................TOP OF WALL 18.ALL LIGHTING,WIRING,GROUNDING AND DEVICES SHALL BE U.L.RATED AS A STORAGE CLOSET.WATER HEATERS INSTALLED IN A 1. PORCHES,BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30"ABOVE THE FLOOR OR TYP.................................TYPICAL LISTED AND COMPLY WITH THE RESIDENTIAL CODE OF NEW YORK STATE AS BEDROOM OR BATHROOM SHALL BE INSTALLED IN A SEALED GRADE BELOW SHALL HAVE GUARDRAILS NOT LESS.THAN 36"IN HEIGHT.REQUIRED GUARDRAILS SHALL U.O.N...............................UNLESS OTHERWISE NOTED AMENDED TO DATE,AND SHALL COMPLY WITH THE NEC INCLUDING G.F.C.I. ENCLOSURE SO THAT COMBUSTION AIR WILL NOT BE TAKEN FROM BE SUCH THAT A 4"DIAMETER SPHERE CANNOT PASS THROUGH.THE TRIANGULAR STAIR OPENINGS VAN.............:...................VANITY AND A.F.C.I.REQUIREMENTS. THE LIVING SPACE. FORMED BY THE RISER,TREAD AND BOTTOM RAIL OF A GUARD AT THE OPEN SIDE OF A STAIRWAY MAY W/..................................WITH 19.PROVIDE OUTSIDE COMBUSTION AIR FOR FUEL BURNING APPLIANCES IN BE OF SUCH SIZE THAT A SPHERE 6"IN DIAMETER CANNOT PASS THROUGH.SEC R312.2. Q W.B.................................WASHER BOX ACCORDANCE WITH THE ENERGY CONSERVATION CONSTRUCTION CODE 2. STAIR MAXIMUM RISER HEIGHT IS 8-1/4"AND MINIMUM TREAD DEPTH IS 9".NOSINGS SHALL BE Q W.W.M.............................WELDED,WOVEN WIRE MESH OF NEW YORK STATE AS AMENDED TO DATE. HANDRAIL AND GUARD NOTES: PROVIDED.STAIRS HAVING MORE THAN FOUR RISERS REQUIRE A HANDRAIL.HANDRAILS ARE - 20.NO FUEL BURNING APPLIANCE USING A GASEOUS FUEL FOR ITS OPERATION REQUIRED TO BE 34"TO 38"IN HEIGHT ABOVE THE LINE CONNECTING THE NOSINGS OF THE TREADS 0 SHALL BE EQUIPPED WITH A CONTINUOUSLY OPERATED STANDING PILOT 1)HANDRAILS SHALL BE INSTALLED ON ONE SIDE OF ALL AND SHALL BE CONTINUOUS THE FULL LENGTH OF THE FLIGHT.ENDS SHALL BE RETURNED OR TERMINATE Q RELEASED FOR FILING 0315-I6 LJ.T. B.W.W. LIGHT. STAIRS WITH FOUR OR MORE RISERS, IN NEWEL POSTS OR SAFETY TERMINALS.THE GRIP PORTION OF THE HANDRAIL SHALL BE NOT LESS THAN RELEASED FOR APPROVAL 11-16-15 U.T. B.W.W. 21.ALL WINDOWS INTENDED FOR EMERGENCY EGRESS ARE LABELED(EGRESS). 1-1/4"NOR MORE THAN 2"IN OUTSIDE DIAMTER,OR THE SHAPE SHALL PROVIDE A PERIMETER DIMESION WINDOW UNIT NUMBERS ARE FOR THE WINDOW BRAND AND TYPE SPECIFIED 2)HANDRAILS SHALL BE CONTINUOUS FROM A POINT OF NOT LESS THAN 4"AND NOT MORE THAN 6-1/4".IT SHALL HAVE A SMOOTH SURFACE WITH NO REVISIONS ALL WINDOWS INTENDED FOR EMERGENCY EGRESS SHALL HAVE A DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT SHARP CORNERS.THE MINIMUM STAIRWELL HEADROOM CLEARANCE IS 6'$"MEASURED FROM THE MAXIMUM SILL HEIGHT OF 44 INCHES ABOVE FINISHED FLOOR.ALLNOSING OF THE TREADS.THE MINIMUM STAIRWAY WIDTH IS 3'-0"FINISHED. ARCHITECTURAL OR STRUCTURAL CHANGES �"um„uw..m�i iixcnow�inr SCALE: AS NOTED WINDOWS INTENDED FOR EMERGENCY EGRESS SHALL HAVE A NET CLEAR DIRECTLY ABOVE THE LOWEST RISER IN THE FLIGHT. MUST BE APPROVED IN WRITING BY wx.,n P«sw.wusMee.ane 3. WINDER TREADS SHALL HAVE A MINIMUM WIDTH NOT LESS THAN 10"AT A POINT 12"FROM THE SIDE crnc+a.uaaw DWN.BY: L.J.T. OPENING OF 5.7 SQUARE FEET ABOVE GRADE FLOOR,AND A NET CLEAR WHERE THE TREADS ARE NARROWER.WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 6"AT ENGINEER OF RECORD PRIOR TO 31 HANDRAIL HEIGHTSHALL BE 34" IT'VERTICALLY ABOVEI-- OPENING CHK'D BY:B.W.W. OF 5.0 SQUARE FEET AT GRADE FLOOR.ALL WINDOWS INTENDED ANY POINT. CONSTRUCTION. REVISIONS WILL NOT BE FUGHT MEASURED FROM A SLOPED PLANE ADJOINING THE FOR EMERGENCY EGRESS SHALL HAVE A MINIMUM NET CLEAR OPENING 4. SPIRAL STAIRS ARE REQUIRED TO HAVE A MINIMUM WIDTH OF 26"WITH EACH TREAD HAVING A 7-1/2" APPROVED POST CONSTRUCTION. ^��'< �"TMS'" DATE: 11-16.15 HEIGHT OF 24 INCHES.ALL WINDOWS INTENDED FOR EMERGENCY EGRESS TREAD NOSINGS. - x. MINIMUM TREAD WIDTH AT 12"FROM THE SIDE WHERE THE TREADS ARE NARROWER.ALL TREADS SHALL =Ao:c�c.emoa ccTareu� .ux s sir,o�.^'aax c oSHEET NO.2 OF 7 SHALL HAVE A MINIMUM NET CLEAR OPENING WIDTH OF 20 INCHES. 41 HANDRAIL ENDS SHALL RETURN TO A WALL OR TERMINATE BE IDENTICAL AND THE RISE SHALL BE NO MORE THAN 9-1/2". MINIMUM HEADROOM OF 6'-6"IS CONTRACTOR SHALL VERIFY FROM WINDOW MANUFACTURER THAT ALL REQUIRED.SPIRAL STAIRS ARE NOT PERMITTED TO BE THE ONLY MEANS OF EGRESS FROM A STORY OF A NEW SINGLE BERTH BOATHOUSE WINDOWS INTENDED FOR EMERGENCY EGRESS COMPLY WITH EMERGENCY IN NEWEL POSTS OR SAFETY TERMINALS. BUILDING. SOF NEIV NOTES AS APPLICABLE EGRESS PROVISIONS PRIOR TO PURCHASE AND INSTALLATION.THE51 GUARDS SHALL BE INSTALLED ON ALL WALKING SURFACES 5. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS AND SOFFITS PROTECTED ON THE AP"C��µTErT wycQq MATTHEW LUCAS ENGINEER ASSUMES NO RESPONSIBILITY FOR WINDOW UNIT CHANGES OR WHICH ARE MORE THAN 30"ABOVE THE FLOOR OR FINISHED ENCLOSED SIDE WITH 1/2"GYPSUM WALL BOARD. ca mo-, SUBSTITUTIONS. GRADE BELOW. 6. INTERIORSTAIRS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHTSOURCE LOCATED IN THE IMMEDIATE TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK-TAX ID 227.13-2-43 22.CHIMNEYS TO BE 24 INCHES ABOVE ANY STRUCTURE WITHIN 10'-0"AND 36" VICINITY OF EACH LANDING AT THE TOP AND BOTTOM OF THE STAIR.EXTERIOR STAIRS SHALL BE G ABOVE ROOF PENETRATION. 6)GUARDS SHALL BE SPACED SUCH THAT A 4"DIAMETER ROSOULOCATED THE nc PROVIDED WITH AN ARTIFICIAL LIGHT RCE IIVICINITY OF THE TOP Bret W. Wihip Engineering, P.C. PROJECT NO- SPHERE a6aoT6 @ 15 SPHERE CAN NOT PASS BETWEEN OR BELOW. LANDING OF THE STAIR.CONTROLS FOR THE LIGHTING SHALL BE AS SPECIFIED IN THE NATIONAL �AZOFESSIOHP.O.BOX 116,6272 State Route 9 28 ELECTRICAL CODE,CURRENT EDITION. Chestertown,New York 12817 7)GUARDS SHALL BE A MIN.OF 36"HIGH. DATE:03-15-16 Phone: (518)494-2555 Fax: (518)494-2566 A-001 24-a• LANDING TO CODE STAIRS TO GRADE PER CODE.ADJUST 16'-2" 4'-8" 3'-2" AS REQUIRED FOR FIELD CONDITIONS P.T.6x6 STAIR POST(TYP.) (TYP.)(SEE STAIR NOTES,SHT.A-001I STAIRS TO GRADE PER CODE.ADJUST -— — — ——— G AS REQUIRED FOR FIELD CONDITIONS (TYP.)(SEE STAIR NOTES,SHT.A-001) RAILS TO CODE(TYP.) c - v °o i LANDING TO CODE(TYP.) --_ , ——————————— _--- _---_—_-------- -- I I STAINLESS STEEL RAILING SYSTEM W/SWAGE II __________� LAG END&TURNBUCKLE(TYP)SPACE 3"O.C., I 22 OR PER MANUFACTURER REQUIREMENTS. (SEE GUARD NOTES SHT.A-001) I \ I I( /'' m EXISTING RETAINING WALL x up (TO REMAIN)(TYP.) __ I I ^mm q P.T.8x8 POST(rYP.J I i I ` x -IPE DECKING(TYP.)- °? \ I I 1 i I 2�1/4'. 13•-0" 3•-9 3Y f I _ iNOT€' s 20 GA.STANDING SEAM DF TIMBER BRACKET I I e I COPPER ROOFING(TYP.) (TYP.)(SEE DETAIL) 1 i °P FASTEN IPE DECKING - TO JOISTS W/SS.OR I MANUFACTURER APP. I I a I EQUIV.FASTENERS CZc 9 I TAINLESS STEEL RAILING - I .i SUNDECK SYSTEM W/SWAGE LAG END: - I NOTE: -IPE DECKING(TYP.)- 11PE DECKING(TYP.)I A:478 sq ft &TURNBUCKLE(I YP.J SPACE v _ = 3'O.C.,OR PER -' FASTEN IPE DECKING I I MANUFACTURER N TO JOISTS W1 SS,OR I °? 22 I I REQUIREMENTS. (SEE MANUFACTURER APP. I i _ i GUARD NOTES SHT.A-001 J EQUIV.FASTENERS I I �'+ I R I � DF OR P.T.6x6 POST W/CAP AND BASE,STAINED(TYP.) I I I I I ^ - III I I 20•-0" � I'� 1 2'3/ 8'-3 1/7' 8'-3 1/2" 2 4" v 2'-3 5/8•' 19'-4 3/4" 4'-3 5/8" 8'47' 12'-0" 6'-0" 3'-1 117' 17'-9" 3'-i 17' 26'-0•' 24-a' BOATHOUSE FLOOR PLAN SUNDECK PLAN SCALE:1/4" = l'-0" D ® REVISIONS PER LGPC COMMENTS 041316 LJ.T. B.W.W. ® RELEASED FOR FILING 0315-16 LJJ. B.W.W. Q REVISIONS PER CLIENT 11-23-15 LJJ. B.W.W. 0 RELEASED FOR APPROVAL 11-16-15 LJ.T. B.W.W. mcwi REVISIONS ARCHITECTURAL OR STRUCTURAL CHANGES SCALE:SCALE: AS NOTED MUST BE APPROVED IN WRITING BY ` DWN.BY: L.J.T. ENGINEER OF RECORD PRIOR TO CONSTRUCTION. REVISIONS WILL NOT BE - CHK'D BY:B.W.W. APPROVED POST CONSTRUCTION. _ DATE: 11-16-15 :.reFsanw.»v.upe„c.ceeee.r.e.u�w.x.mo.s 'q,,, - =-;SHEET NO.3OF9 c° NEW SINGLE BERTH BOATHOUSE OF1Na k'p4 BOATHOUSE&SUNDECK PLAN yQ��r hyo 9� MATTHEW LUCAS - e TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK-TAX ID 227.13-2-43 Bret W. Winchip Engineering, P.C. PROJECT NO. n 083016 - 15-128 �97ofES516Hp�' P.O.Box 116,6272 State Route 9 Chestertown,New York 12817 DATE:D3-15-16 Phone: (518)494-2555 Fax: (518)494-2566 A-002 STAINLESS STEEL RAILING SYSTEM W/SWAGE LAG END&TURNBUCKLE(TYP.I SPACE 3"O.C., STAIRS TO GRADE PER CODE.ADJUST AS STAINLESS STEEL RAILING SYSTEM W/SWAGE LAG END& OR PER MANUFACTURER REQUIREMENTS. (SEE REQUIRED FOR FIELD CONDITIONS(TYP.) DF OR P.T.6x6 POST W/CAP TURNBUCKLE(TYP.)SPACE 3"O.C.,OR PER GUARD NOTES SM.A-0011 (SEE STAIR NOTES,SHT.A-001) AND BASE.STAINED(TYP.) MANUFACTURER REQUIREMENTS. (SEE GUARD NOTES IPE DECKING(TYP.) SHT.A-001) DF OR P.T.6x6 POST W/CAP AND BASE,STAINED(TYP.) 20 GA,STANDING SEAM FASCIA BOARD, COPPER ROOFING(TYP.) 20 GA.STANDING SEAM COPPER ROOFING(TYP.) STAINED(TYP.J 412 - P.T.6x6 STAIR POST(TYP.) 12 FASCIA BOARD, 4 Q STAINED(TYP.) STAIRS TO GRADE PERCoE. DF TIMBER BRACKET ADJUST AS REQUIRED FOR D+—(TYP.)(SEE DETAIL) 4 DF TIMBER BRACKET 4 FIELD CONDITIONS(T)P.1(SEE EXISTING RETAINING WALL STAIR NOTES,SHT.A-001) (TO REMAIN (TYP.)(SEE DETAIL) 1 m'P•1 EXISTING RETAINING WALL = — — — — — — — - — — EEi— — E�E— — _ _ _ _ — — _ — _ — — / P.T.8x8�• (TO REMAIN)(rYP.I — — — — — — — — — — / POST(TYP.) P.T.8x8 POST(TYP.) IPE DECKING(TYP.) IPE DECKING(TYP.) — — TOP OF DOCK TOP OF DECK — — —— — —— — MEAN HIGH WATER — TARGET LAKE LEVEL — _ _ _ —MEAN HIGH WATER — —TARGET LAKE LEVEL NOTE, NOTE' MEAN LOW WATER — — — —— — —— — — — —— — FASTEN IPE DECKING FASTEN IPE DECKING — —MEAN LOW WATER TO JOISTS W/SS,OR TO JOISTS W/SS,OR MANUFACTURER APP. MANUFACTURER APP. EQUIV.FASTENERS EQUIV.FASTENERS �T1 EAST ELEVATION NOTE' ��1THE FOLLOWING LAKE ELEVATIONS PER LGPC,BASED ON NGVD 1929 SOUTH ELEVATION J MEAN HIGH WATER:320.20' TARGET LAKE LEVEL:319.56' MEAN LOW WATER:317.74' HEIGHT OF PROPOSED STRUCTURE 15'-7 5/8"ABOVE MHW. STAIRS TO GRADE PER CODE.ADJUST AS STAINLESS STEEL RAILING SYSTEM W/ REQUIRED FOR FIELD CONDITIONS(TYP.) (SEE STAIR NOTES,SHT.A-001) SWAGE LAG END&TURNBUCKLE (TYP.)SPACE 3"O.C.,OR PER DF OR P.T.6x6 POST W/CAP MANUFACTURER REQUIREMENTS.(SEE AND BASE,STAINED(TYP.) GUARD NOTES SHT.A-001) . NOTE' P.T.6x6 STAIR POST(TYP.) IPE DECKING(TYP.) FASTEN IPE DECKING 20 GA.STANDING SEAM TO JOISTS W/SS,OR COPPER ROOFING(TYP.) MANUFACTURER APP. 12 \ - FASCIA BOARD, EQUIV.FASTENERS 4� STAIRS TO GRADE PER CODE.ADJUST STAINED[TYP.)� DF OR P.T.6x6 POST W/CAP AS REQUIRED FOR FIELD CONDITIONS STAINLESS STEEL RAILING SYSTEM W/SWAGE AND BASE,STAINED(TYP.J (NP.)(SEE STAIR NOTES,SHT.A-0Ol J LAG END 8 TURNBUCKLE(TYP.)SPACE 3"O.C.. OR PER MANUFACTURER REQUIREMENTS.(SEE DF TIMBER BRACKET GUARD NOTES SHT.A-001) DF TI (SEE DETAIL) 20 GA.STANDING SEAM IPE DECKING(TYP.) P.T.8x8 POST(TYP. COPPER ROOFING(TYP.) 12 - 4� FASCIA BOARD, STAINED(TYP.) SO P.T.6x6 STAIR POST(TYP.) DF TIMBER BRACKET (TYP.)(SEE DETAIL) EXISTING RETAINING WALL (TO REMAIN)r.YP.) IPE DECKING(TYP.) p,TT.8x8J TOP OF DECK WEST ELEVATION MEAN HIGH WATER — SCALE:1/4" = V-0" TARGET LAKE LEVEL --— — N9SE: MEAN LOW WATER --—— I'M FASTEN IPE DECKING / ® REVISIONS PER LGPC COMMENTS 04-13-16 U.T. B.W.W. TO JOISTS W/SS,OR RELEASED FOR RUNG 0.}15-16 LJ.T, B.W.W. MANUFACTURER APP. EQUIV,FASTENERS REVISIONS PER CLIENT 11-23-15 L.J.T. B.W.W. 0 ® RELEASED FOR APPROVAL 11-16-15 U.T. B.W.W. REVISIONS NORTH ELEVATION _ ARCHITECTURAL OR STRUCTURAL CHANGES MUST BE APPROVED IN WRITING BY SCALE: AS NOTED DWN.BY: L.J.T. ENGINEER OF RECORD PRIOR TO CONSTRUCTION. REVISIONS WILL NOT BE °`CHK'D BY:B.W.W. APPROVED POST CONSTRUCTION. ' DATE: 11-16-15 °" - °° a SHEET NO.4 OF9 c�NEW SINGLE BERTH BOATHOUSE of NEly ELEVATIONS w'Y�0 C-3 MATTHEW LUCAS ¢ TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK-TAX ID 227.13-2-43 J' 63076 V PROJECTNO. yFo a Bret W. Winchip Engineering, P.C. �OFESSIONP� P.O.Box 116,6272 State Route 9 15-128 Chestertown,New York 12817 DATE:03-I5-16 Phone: (518)494-2555 Fax: (518)494-2566 A-003 2 P.T.6x6 LEDGER FASTENED TO EXISTING SEAWALL W/5/8"_ALV.LAG SCREWS.^12"O.C.(TYP.) HORIZONTAL DECK FRAMING SHALL REST FREELY CANTIL ER TOP MEMBER OF(3) ON LEDGER(SEE SECTION) STACKE P.T.6x6's TOSHORELINE P.T.4x6 BULKHE D(TYP.) JOIST(IYP.) 71 " (3)STACKED P.T.6x65 zf+ I I 3 31/2" FACE OF RET.WALL EQ. O. EQ. Q . 4 ASTM A992 GRADE 50 W8x28 SUPPORT BEAM. BEAM SUPPORT STRINGER CONSTRUCTION DETAIL I N 9 I I STRINGER TO CRIB II/16"DIAMETER HOLE FASTENING LOCATIONS Yl 171 GALV.LAG (Tl'P.TOP FLANGE) I WASHER Q EA. STACY ED P.T.6x6.(TYP. M 8'-0"CRIB END 2 4 WHER SHOWN) 2 4 9/16"DIAMETER - cO HOLE(TYP.BOTTOM I - P.T.4z JOIST FLANGE) N 4 (TYP.) I _ •I - n i I I I 4 1/7'GALV.THROUGH 4 (3)ST CKED P.T.6X6 - BOLTS W1 NUT 8 _ a0 DECK EAM(TYP.) - I 1 4 WASHERS(TYP.) 4 N a NOTE. TOP FLANGE BEAM P.T.6x CRIB SEE OVERHEAD CRIB92 ' COR R POST(TYP.J DETAILS,CRIB SECTIONS 4 BOTTOM FLANGE BEAM AND BEAM FASTENING N •I q (21 6x6 BEAM N P.T.6x CRIB I- --- DETAIL FOR CRIB&DECK ATTACHMENT STRINGERS j I rl MEMB R.(TYP.) ' I CONSTRUCTION NOTES - / T SEE DE TAIL FOR = I NOTE: I _ NOTE, FASTEI JING NOTES STRINGER TO CRIB do IF- ALL HOLE DIMENSIONS LAG ATTACHMENT STRINGERS TO FASTENING LOCATIONS I I - ARE TO CENTERLINE ICRIB MEMBERS W/1/7Dx 10'L = I •I I GALV.LAGS @s EA.CRIB MEMBER _ I IASTM 992 GRADE 50--__1 I n j I I W8x2E SUPPORT BEAM. j - •I LOCATION I I (SEED AIL) I I NOTE: I I TOP FLANGE HOLES = _ I/7'GALV.THROUGH _ FILL ClNTER OF CRIB W/ I I DIMENSIONED ASSUME A BOLTS W/NUT& I I BLAST ROCK BALLAST,6" I P.T.8x8 AT A MEASURED - NOTEL I I I 7 I/4"x 7 1/4"SIZE. WASHERS(TYP.) 'O I I MIN. IA./DIM.(TYP.) I I _ -; - 10'47'CRIB BEAM r CONTR.TO ADJUST TOP NOTE. - / LEI J ST INTO END I N STRINGER HELD N I I FLANGE HOLES AS I � m 2'-3 3 5'-8 14' / BEAM(TYP.) __ _ BACK 2 3/4"FROM I'-8 I 4'-3 3 4" `6v RE IF P.T.BXB's i ' ---- _ MEASURE: RE OTHERWISE i N PROVIDE MIN.(IJ COAT ZZ CRIB FACE ---- �� RUST PROHIBITIVE PRIMER Id /_2 �� /_3 , f10'-0"CRIB END--- 10'-0"CRIB END - — , 5-004/ 2 �S-0O4 �� _ N N N (2)6x6 BEAM ATTACHMENT STRINGERS �1 CRIB FRAMING PLAN BEAM DRILLING &SUPPORT DETAIL SIDE VIEW FRONT VIEW TOP VIEW 71 4" 71/4" 4" 1 17' 1, 4 14" 1 12" 1719 3 1/7' 1 7/ET' 7' 2" u iv iv 17 8" 3117' 17 8" - N 1 117. 4 1/4" I 1/2' REVISIONS PER LGPC COMMENTS 0413-16 LJJ. B.W.W. Q RELEASED FOR FILING 03-15-16 LJJ. B.W.W. 00 RELEASED FOR APPROVAL 12-17-15 L.J.T. B.W.W. /I 6"(D HOLE(TYP.4) I /1 6"M HOLE(TYP.4) I1/16"m HOLE(TYP.4) REVISIONS L4 x 3 x 1/4"LLH(TYP.) L4 z 3 x 114"LLH(TYP.) L4 x 3 x I/4"LLH(TYP.) ARCHITECTURAL OR STRUCTURAL CHANGES r.�cu"n °;w;""mae`,"ssicno+`in, SCALE: AS NOTED MUST BE APPROVED IN WRITING BY DWN.BY: L.J.T. NOTE. NOTE. ENGINEER OF RECORD PRIOR TO o'CHK'D BY:B.W.W. CONSTRUCTION. REVISIONS WILL NOT BE PROVIDE MIN.(IJ COAT INSTALL POST CLIPS(I)EA.SIDE. APPROVED POST CONSTRUCTION. DATE: 12-17-15_ - RUST PROHIBITIVE PRIMER BOLT THOUGH POST AND LAG TO '^' - "°" °`SHEET NO.S OF 9 6x6 STRINGERS NEW SINGLE BERTH BOATHOUSE of N IV CRIB FRAMING PLAN �3_) MK-1 (20 REQ'D.) yQ� �9� MATTHEW LUCAS SCALE:6" = 1'-0" ¢ TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK-TAX ID 227.13-2-43 yj�. °83076 " Bret W. Winchip Engineering, P.C. PROJECTNO. �PgoTEs5loNp� P.O.Box 116,6272 State Route 9 15-128 Chestertown,New York 12817 C-oo 1 DATE:03-15 J 16 Phone: (518)494-2555 Fax: (518)494-2566 5/8"ZIP SYSTEM ROOF SHEATHING 2 P.T.2x8 FLOOR JOISTS IPE DECKING Ill INSTALLED PER MANUFACTURERS P.T.6x6 SUPPORT POST DN,LAG @ 17'O.C.(TYP.) INSTALLATION INSTRUCTIONS.(TYP.) OS P.T.2x8'5 @ 1 T PT TO BEAM,PIN TO FTG.O.C.(IYP.) — OPPER FASCIA O ST LU528 GALV. (2)P.T.2x8'5 RIMBOARD(rYP.1 FACEMOUNT HANGERS(TYP.) P.T.2x8 FLOOR JOISTS @ I2'O.C.(TYP.SUNDECK o SST HUSC 26-2 COPPER Z CHANNEL FLOOR FRAMING) CONCEALED GALV. FACEMOUNT HANGER (TYP.J(SEE NOTE) -20 GA STANDINGSEAM \\ // ZIPOSY TE RPPER OFIOFG OVER COPPER FASCIA-,", \�— - _ r/ SHEATHING(TYP.) P.T.2x8 RIMBOARD COPPER Z CHANNEL 2x12 BARREL VAULTED FIRESTONE EPDM QS-EPDM-105 2X6 SLOPED ROOF RAFTERS " APP.RUBBER BLOCKING AT @ 24"O.C.(IYP.@ METAL (TYP.)(SEE NOTE) CEILING SUPPORT RUBBER ROOFING.OR APP.EQUIV, o DECK JOIST THIRD POINTS(TYP.) ROOF FRAMING) LL 4 I i D•F-L NO.I OR BETTER 3x12 RAFTERS @ 24"O.C.(iYP- INSTALLED PER MANUFACTURERS rn RAFTERS @ 17'O.C.(TYP.EDPM OF BEADBOARD CEILING) INSTALLATION INSTRUCTIONS P.T.6x6 SUPPORT POST DN.LAG ROOF FRAMING)CUT 2 PITCH (NOT SHOWN) Df BEADBOARD 2 n n 2 POST TO BEAM,PIN TO FTG. (21 1 3/4'W x 147D MICROLAM.OR INTO EA.RAFTER SUCH THAT SOFFIT(TYP.) II II I - 12'DIA.SONOTUBE PIER W/(2) APP.EQUIV.,LVL's.FASTEN EAVE END OF RAFTER IS II NO.4 TO A MIN.48"B.F.G. TOGETHER VJ/2x8 TOP&BOTTOM NOMINAL I W,AND CENTER OF OF TIMBER BRACKET I' PROVIDE 3"CLEAR CONC. PLATE W/NO.6 x 4"EXTERIOR RAFTER IS NOM.17' (SEE DETAIL) DF BEADBOARD COVER TO BAR(TYP.)2 LOCS, RATED SCREWS @ I7'O.C.TO EA. LVL(TYP.ALL EAVE BEAMS) P.T.8x8 POST- w SOFFIT(TYP.) II (TYP J II GRADE(TYP.) (31 2xI0's(TYP.) EXISTING RETAINING WALL (TO REMAIN) - 20 GA.STANDING SEAM I' .D CRIB(SEE DETAIL) COPPER ROOFING OVER i, IPE DECKING[TYP.) (3)P.T.6x6 DECK ROOF BEAM(rrP.l TOP OF DECK SHEATHINGTYP.J( D' II II10 — --MEAN HIGH WATER TARGET LAKE LEVEL III I P.T.6x6 LEDGER FASTENED TO EXISTING SEAWALL W/5/8"GALV.LAG HOLD MIDDLE P.T.6x6 IPE DECKING(TYP.1 ISCREWS @ 17'O.C.HORIZONTAL BACK AT LEDGER(TYP.) (NOTSHOWN) SUPPORTS SHALL REST ON LEDGER I I - -MEAN LOW WATER // \\ APPX.LAKE LAG P.T.6xTOGETHER W BOTTOM SCREWS AS REQ'D.(TYP.) 2 �1 SUNDECK FRAMING PLAN SECTION SCALE:1/2" = 1'-0" NOTE' NOTE: 20 GA.STANDING SEAM 51/7'W MAHOGANY 1 71/7'x71/7'DF CAP, 2x6 SLOPED ROOF COPPER ROOFING(TYP.) HANDRAIL.PROVIDE STAIN PER CLIENT RAILING POSTBASE RAFTERS @ 24"O.C. SEE KNEE BRACE GALV.LAGS SHALL IPE DECKING(l �P') HAVE 1/4"RADIUS AT CORNERS I DETAIL FOR TIMBER 3"EMBEDMENT INTO I DIMENSIONS TIMBER BRACKET I I/2'H ANGLED 6 1/2'x 6 1/7'DF CAP 5/8"ZIP SYSTEM ROOF SHEATHING MAHOGANY MOULDING / I BASE,STAIN PER CLIENT P.T.2.8 FLOOR JOISTS @ CONT.COPPER INSTALLED PER MANUFACTURERS I 12'O.C.(TYP.SUNDECK I------ ------ -- INSTALLATION INSTRUCTIONS. I F - -- --I FLOOR FRAMING] DRIP EDGE R'/P1 STAINLESS STEEL RAILING 2x4 SOFFIT JOIST @ 24"O.C.(IYP.) SYSTEM W/SWAGE LAG END 1 I 5 1/2'x 5 1/7'P.T.OR DF P.T.2x8 RIMBOARD BOARD,STAIN & (TYP.)S'H DF FASCIA I I TURNBUCKLE SPACE I POST,STAIN PER CLIENT I I PER CLIENT I II 12x12 BARREL VAULTED CEILING 3'0.C.,OR PER I I I COPPER FASCIAI f SUPPORT RAFTERS @ 24"O.C.(TYP.) MANUFACTURER I I 1 I� Irl 1 REQUIREMENTS.(SEE GUARD I IG'H DF FASCIA I I I OPPER FLASHING BOARD,STAIN I NOTCH SHOULDERS INTO P.T.8x8 NOTES SHT.A-001) I I PER CLIENT I �( POST.FASTEN EAVE BEAM TO POST W/ I I I COPPER Z CHANNEL (2)5/9'THROUGH BOLTS W/NUTS& I I WASHERS (TYP.)(SEE NOTE) - I I I I I REVISIONS PER LGPC COMMENTS 01-I3-16 U.T. B.W.W. EAVE 2x8' I RELEASED FOR FILING 03-15-16 LJ.T. B.W.W. EAVE BEAM I 6" _ I (2)1 3/4"W x 14"D MICROLAM,OR I I 6 1/7'x 6 1/2"DF POST 20 GA.STANDING SEAM COPPER \ ` APP.EQUIV.,LVL's.FASTEN 4'1V MAHOGANY RAIL. I I RELEASED FOR APPROVAL 12-17-IS LJ.7. B.W.W. ROOFING OVER ZIP SYSTEM ROOF I I TOGETHER W/2x8 TOP&BOTTOM BASE,STAIN PER CLIENT SHEATHING(TYP.) DF BEADBOARD I I PLATE W/NO.6 x 4"EXTERIOR CORNIERSI/4"RADIUS AT i I I SOFFIT(lI I RATED SCREWS @ I7'O.C.TO EA. REVISIONS wh o �• I LVL(TYP.ALL EAVE BEAMS) I 7 1/T z 7 1/T DF POT ARCHITECTURAL OR STRUCTURAL CHANGES eawao`uw"".nae;,sucno+irn SCALE: AS NOTED 1 - 5/8"ZIP SYSTEM ROOF SHEATHING D-F-L 4x6 2'-0'L x 3'-6'11 IPE DECKING(TYP.) '�� I w°e,+r vmsw.uussners.eme _ I I BASE,STAIN PER CLIENT MUST BE APPROVED IN WRITING BY _ DWN.BY: LJ.T. INSTALLED PER MANUFACTURERS TIMBER BRACKET.SEE _ ENGINEER OF RECORD PRIOR TO — I I 3/8"DIAMETER LAG SCREWS wi CONSTRUCTION. REVISIONS WILL NOT BE w CHK'D BY:B.W.W. INSTALLATION INSTRUCTIONS. DETAIL(TYP.14 LOCS.J DATE: 12-17-15 ----- - - -- I ^\ WASHER.COUNTERSINK&PLUG AS - -�c� I REQ'D.RYP.4) APPROVED POST CONSTRUCTION. - FIRESTONE EPDM QS-EPDM-105 I 1 - ------ o�.nw�c v!cE K LSPG. SHEET NO.6 OF 9 RUBBER ROOFING,OR APP. 1 5/8"DIAMETER THROUGH BOLT W/NUT NEW SINGLE BERTH BOATHOUSE P.T.8x8 POST I EQUIV.,INSTALLED PER '� &WASHERS.COUNTERSINK&PLUG MANUFACTURERS INSTALLATION �P'J I I AS REQ'D. �, RAILING DETAIL ,`OF En )- SUNDECK FRAMING PLAN,SECTION,DETAILS INSTRUCTIONS I I v SCALE: 1'- � Epw'ti 09 -------------- ----J 3/4"DIAMETER THROUGH BOLT W/NUT - Gj n MATTHEW LUCAS 2x6 SLOPED ROOF RAFTERS &WASHERS.COUNTERSINK&PLUG 924"O.C.(TYP.) AS REQ'D. TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK-TAX ID 227.13-2-43 083016 Bret W. Winchip Engineering, P.C. PROJECTNO. ROOF TRANSITION DETAIL TIMBER BRACKET FASTENING DETAIL �OFESSIBNT` P.O.Box 116,6272 State Route 15-128 Chestertown,New York 12817 J SCALE:3" = 1'-0" SCALE: 1" = 1'-0" DATE:03-I5-16 Phone: (516)494-2555 Fax: (518)494-2566 S-002 2 HARD SURFACE 12"DIA.SONOTUBE PIER W/(2)NO.4 TO A ' LANDING TO CODEMIN.48"B.F.G.PROVIDE 3"CLEAR CONIC. COVER TO BAR(TYP.)2 LOCS. (3)2x10'5 EAVE ITTTTIT I----------RE-------WBE-EASM----A�r&EXISTING I ------- i -----�----------J COPPER FASCIA Ii��1Ii ST i_3TELWALL TTYP.) EVATIONS ------------------------- � ------------------------- I I IPE DECKING(fYP.) FIRESTONE EPDM OS•EPDM-105 COPPER Z CHANNEL I I RUBBER ROOFING,OR APP.EQUIV., FIRESTONE EPDM QS-EPDM-105 RUBBER ITYP.)(SEE NOTE) I I INSTALLED PER MANUFACTURERS 5/8"ZIP SYSTEM ROOF SHEATHING x x I I INSTALLATION INSTRUCTIONS INSTALLED PER MANUFACTURERS " ROOFING.OR APP.EQUIV.,INSTALLED p I _ 2x6 SLOPED ROOF - I PER MANUFACTURERS INSTALLATION 20 GA.STANDING SEAM / INSTALLATION INSTRUCTIONS. RAFTERS @ 24"O.C. I INSTRUCTIONS COPPER ROOF P.T.2x8 RIMBOARD P.T.2x8 FLOOR JOISTS @ 12"O.C.(TYP.) �' �P) SHEATHING(TYP.) ) 2x6 SLOPED ROOF RAFTERS @ 24"O.C. (TYP.@COPPER I D-F-L NO.I OR BETTER 3x12 RAFTERS @ 17' _---- ROOF FRAMING) O.C.(TYP.EDPM ROOF FRAMING)CUT 7' j (TYP.@ COPPER ROOF FRAMING) PITCH INTO EA.RAFTER SUCH THAT EAVE END / (3)FLATWISE 2x8'5 - I OF RAFTER IS NOMINAL 10",AND CENTER OF I I (3)FLATWISE 2x8'5 EAVE BEAM (TYP.) EAVE BEAM mm x I x I RAFTER IS NOM.17' I AT 2 I I 2x12 BARREL VAULTED CEILING APP.RUBBER BLOCKING 2x4 SOFFIT JOIST @ 24"O.C.(TYP.) 2 I I I SUPPORT RAFTERS @ 24"O.C.(TYP.) THIRD POINTS(TYP.) P.T.8x8 POST I SST A35 GALV.CUP(TYP.) DF BEADBOARD 4 ITYP.) 1 2x12 BARREL VAULTED CEILING I I O.C.NO.I OR BETTER 3212 RAFTERS @ 17' SOFFIT(TYP.) 1 I O.C.(TYP.EDPM ROOF FRAMING)CUT 7' I2J 13/4'W x 14"D MICROLAM,OR 1 SUPPORT RAFTERS @ 24"O.C. P. I PITCH INTO EA.RAFTER SUCH THAT EAVE END APP.EQUIV.,LVUS.FASTEN OF RAFTER IS NOMINAL 10,AND CENTER OF TOGETHER W/2x8 TOP&BOTTOM DF TIMBER BRACKET I X__ I \ / RAFTER IS NOM.17' PLATE W/NO.6 x 4"EXTERIOR (SEE DETAIL) D-F-L 4x6 2'-0"L x3'-6"H (2)P.3/4'W x 14" RATED SCREWS @ I7'O.C.TO EA. D MICROLAM,OR ��_-----_ TIMBER BRACKET.SEE I APP.EQUIV.,LVL's.FASTEN BEAD BOARD CEILING W/0-17'RADIUS LVL(TYP.ALL EAVE BEANS) DETAIL(TYP.14 LOCS.J 1 - I TOGETHER W/2x8 TOP 8 BOTTOM PLATE W/NO.6 x 4"EXTERIOR RATED SCREWS @ 12"O.C.TO EA. �5 4 BEADBOARD NAILER(TYP.) �P8'8 POST ill 11 LVL(TYP.ALL EAVE BEAMS) x`l� X 1 X I / 4 X5 ,� I i�rS-004/ -004/ x i -�x TOP OF DECK 5/8'ZIP SYSTEM ROOF SHEATHING \ / INSTALLED PER MANUFACTURERS I i X X I INSTALLATION INSTRUCTIONS. 1 I -------I (21 1 3MW x 14'D MICROLAM,OR APP.EQUIV.,LVL's.FASTEN (3)2x10's EAVE BEAM TOGETHER W/2x8 TOP&BOTTOM PLATE W/NO.6 x 4"EXTERIOR I I I I INP.EAST&WEST RATED SCREWS @ 17'O.C.TO EA.LVL.PROVIDE INTERMEDIATE I I I ELEVATIONS) BLOCKING @ 24"O.C.(TYP.EAST&WEST LVL BEAMS) 2 SST HUCQ 1.81/11 SDS CONCEALED FACEMOUNT HANGER @ EACH LVL,EA.END. X� \ (TYP.EAST&WEST ELEVATIONS) \ / �1 ROOF FRAMING PLAN SECTION 3"W x 1"Dx 31 TENON 2'-0" \.xlo7 " * 33/I6t 'T' 1-25/16' �_** N/7' X-4 3/1 LENGTH 21/2" 1i 'v bi x R112" E D-F-L(SEE DIM.DE.) 6 TTY P. ) ®® REVISIONS PER LGPC COMMENTS 04-13-16 LJ.T. B.W.W. RELEASED FOR FILING 03-15-16 L.J.T. B.W.W. 6 0 TIMBER BRACKET CONSTRUCTION DETAIL ADDED 12-21-15 LJ.T. B.W.W. 00 RELEASED FOR APPROVAL 12-17-15 U.T. B.W.W. REVISIONS ARCHITECTURAL OR STRUCTURAL CHANGES �G^n„uw.wmes�cc�o.�mv SCALE: AS NOTED MUST BE APPROVED IN WRITING BY nao."cnc"a"�a+n® DWN.BY: L.J.T. R I 1 2" iv N ENGINEER OF RECORD PRIOR TO 'CHK'D BY:B.W.W. CONSTRUCTION. REVISIONS WILL NOT BE i[xxmA'f wi APPROVED POST CONSTRUCTION. DATE: 12-17-15_ ms oa, .G6MEMOPfYIVOFfifiw...4,oPe,�e.reu.�e.r.e..�w,r.m"s - 3'Wxl'Dz51/2"L TENON � � a SHEET NO.7 OF co NEW SINGLE BERTH BOATHOUSE �QF NEIvJ. ROOF FRAMING PLAN,SECTION } ERWjryc09'f` MATTHEW LUCAS ¢ TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK-TAX ID 227.13-2-43 TIMBER BRACKET CONSTRUCTION DETAILa83o75 ti ECT NO- P.O. � Bret W. Winchip Engineering, P.C. 15-128 J SCALE: 1" = 1'-U° - �08iSS10NP\. P.O.Box 116,6272 State Route 9 Chestertown,New York 12817 DATE:03-15-16 Phone: (518)494-2555 Fax: (518)494-2566 S-003 8'-0"CRIB WIDTH 6'-0"CRIB WIDTH ASTM A992 GRADE 50 W8x28 2-I BEAU' 3'-U' 8'-0" SUPPORT BEAM.PROVIDE(2)9116' 5'-5 12" NOTE: Q 2'-7' 2'-2" 1'_I O'• DIAMETER HOLES PER DETAIL IN J 3 (iNOTE: BOTTOM FLANGE OF BEAM,AND 3 8'-0"L CRIB SIMILAR N BEAM P.T.8x8 POST(TYP.) (a)1 I/Ib"DIAMETER HOLES IN TOP w CONSTRUCTION O I'-8 1 a" 4'-33 a" BEAM FLANGE,AT INDICATED SPACING- 8'�'L CRIB SIMILAR 2'-3 3/,r' 5'-8 14" SEE BEAM DETAIL FOR DIMENSIONS I CONSTRUCTION i NOTE. i I r 5 —'— —— — — P.T.4x6 DECK JOISTS AS I — ' (2J P.T.6x6 BEAM ATTACHMENT � I NOTE. DIMENSIONED(TYP.3 STRINGER CENTERED UNDER IPE DECKING(TYP. I LOCS.) I I STEEL BEAM.SEE BEAM DRILLING I I (2)P.T.6z6 BEAM ATTACHMENT I I I DETAIL FOR FASTENING NOTES I STRINGER CENTERED UNDER p I I I I i STEEL BEAM.SEE BEAM DRILLING I .T.bxb EXTERIOR DECK BEAM I I I DETAIL FOR FASTENING NOTES I I (TYP.2 LOCS.)STACK 3 HIGH W/ I ASTM A99Z GRADE 50 10'1.GALV.SPIKE @ 24"O.C.. I I W8x28 SUPPORT BEAM. I I I MIDDLE TO BOT.,TOP TO MIDDLE, I P.T.6x6 CORNER POST ITYP.I 1 STAGGERED N I I I I I P.T.bxb CORNER POST(TYP.) 10'GALV.SPIKE @ ALL INTERSECTION POINTS OF I I I FRAMEWORK. (EXCEPT ASTM A992 GRADE 50 CORNERS)(TYP.)(SEE NOTE) W8x28 SUPPORT BEAM. 1 " P.T.6x6 CRIB CROSS - I I I/7'DIAMETER GALV.LAG SCREW I � I MEMBER(NP.) � I I . FILL CENTER OF CRIB W/ COUNTERSUNK INTO BEAM STRINGER I c' I (BEYOND) P.THROUGH STRINGER I 6"DIA./DIM BLAST ROCK I(EE I I BALLAST(TYP.) I WSPF2x6 TO CRIB)(SEE BEAM DRILLING DETAIL) � IP.T.6x6 EXTERIOR BEAM JOISTSPF 6x6 CRIB STRINGERS I 1 (TYP.2 LOCS.)STACK 3 HIGH W/ 1 I P.T.6x6 CRIB CROSS AS DIMENSIONED(TYP.I x I10L GALV.SPIKE @ 24"O.C.. MEMBER(TYP.J MIDDLE TO BOT.,TOP TO MIDDLE, P.T.6x6 EXTERIOR DECK BEAM SPF 6x6 CRIB CROSS MEMBERS w ; J STAGGERED (TYP.2 LOCS.)STACK 3 HIGH W/ AS DIMENSIONED(rvP.) m — I I 10"L GALV.SPIKE @ 24"O.C., 10"GALV.SPIKE I ALLMIDDLE TO BOT.,TOP TO MIDDLE, NOTECRIB DECKING, 4 I INTERSECTION POINTS OF m N I STAGGERED p SPACED AS SHOW ITYP.) o FRAMEWORK. (EXCEPT U O PROVIDE I/7'x 13"L GALV. ALL CRIB LUMBER ABOVE MLW I 1 CORNERS)(TYP.)(SEE NOTE) 1 I IT CARRIAGE BOLTS THROUGH CORNER SHALL BE PRESSURE TREATED POST EXTERIOR MEMBER @ ALL 1 1 CORNERS.EA.CRIB MEMBER 1 1 y I I P.T.4x6 DECK JOIST(TYP.3 I 10"GALV.SPIKE @ ALL LOCS.AS DIMENSIONED) INTERSECTION POINTS OF FRAMEWORK.(EXCEPT e l I I CORNERS)(TYP.)(SEE NOTE) 8'-0"W CRIB SECTION _ FILL CENTER OF CRIB W/ n ! 6'DIA./DIM.BLAST ROCK — I P.T.4x6 DECK JOIST(TYP.1 I I I BALLAST(TYP.) r I 1 LOC.AS DIMENSIONED) I I/7'x 131 GALV.CARRIAGE BOLTS I 1/2"x 1371.GALV.CARRIAGE BOLTS THROUGH CORNER POST EXTERIOR I THROUGH CORNER POST EXTERIOR _ MEMBER(TYP.EA.CRIB MEMBER) MEMBER[NP.EA.CRIB MEMBER) ASTM A992 GRADE 50 W8x28 6'-0. SUPPORT BEAM.PROVIDE(2)9/16' P.T.8x8 POST(TYP.) DIAMETER HOLES PER DETAIL IN I'-10" 7-7' 2'-2' 3'-0' BOTTOM FLANGE OF BEAM,AND CE (4)I I E, DIAMETER HOLES IN TOP _ — ——— —— —— — — ——— ———— ——— _ _ _ ___ _ _ _ _ _ __ _ _ __ 1,-81 4" BEAM 4'-334" FLANGE,AT INDICATED SPACING, SEE BEAM DETAIL FOR DIMENSIONS r--- — — — — — — — -- - 8'-0"W OVERHEAD CRIB DETAIL 6'-0"W OVERHEAD CRIB DETAIL PEDECKING(TYP.J 1 p.T.4x6DECK JOIST AS L SCALE:3/4" = 1'-0" - DIMENSIONED(TYP.1 LOC.) I � I I I P.T.8x8 POST(TYP.) P,T-6z6 EXTERIOR DECK BEAM(TYP.2 1 LOCS.)STACK 3 HIGH W/10'L GALV. J /4"LLH ANGLE.SEE MK-I DE I SPIKE @ 24"O.C.,MIDDLE TO BOT.,TOP MK-1 DETAIL.(2)PER POST TO MIDDLE.STAGGERED — � I I I I 10"GALV.SPIKE @ ALL 5/8"DIAMETER GALV.THROUGH INTERSECTION POINTS OF I BOLT W/NUT 8 WASHERS(TYP. FRAMEWORK. (EXCEPT I THROUGH POST) CORNERS)ITYP.)(SEE NOTE) I 5/8"DIAMETER GALV.THROUGH I I I BOLT W/NUT 8 WASHERS(TYP. SPF bxb CRIB STRINGERS THROUGH TOP FLANGE) AS DIMENSIONED(TYP.) - D 1 �'I 1/7'DIAMETER GALV.LAG SCREW W/WASHER Q (TYP.THROUGH BOTTOM FLANGE) A REVISIONS PER LGPC COMMENTS 04-13-16 LJJ. B.W.W. SPF 6x6 CRIB CROSS MEMBERS I I ASTM A992 GRADE 50 W8x28 RELEASED FOR FILING 03-15-16 LJJ. B.W.W.0 p I AS DIMENSIONED(TYP.) i i SUPPORT BEAM. QO RELEASED FOR APPROVAL 12-17-15 LJ.T. B.W.W. _ _ no. mcvria+ m I "1167i.7- I i u 6' 6"4"I,10 7/8" 10 7 8" 10 7M10 7A8" SPF 2x6 CRIB DECKING. (2)P.T.6x6 BEAM REVISIONS f SPACED AS SHOW(TYP.) _ ATTACHMENT STRINGERS ARCHITECTURAL OR STRUCTURAL CHANGES NOTE: JUTE'. (SEE DETAIL) - :vmi.ssKiw�i =Z r.o•:`z.- DWNBY:SCALE: S NOTED MUST L.J.T.E APPROVED IN WRITING BY p PROVIDE I/7'x 131 GALV.CARRIAGE ALL CRIB LUMBER ABOVE MLW I/7'X 10"DIAMETER GALV.LAG ENGINEER OF RECORD PRIOR TO °Rpi,`u1O^; BOLTS THROUGH CORNER POST EXTERIOR SHALL BE PRESSURE TREATED SCREW COUNTERSUNK INTO BEAM CONSTRUCTION. REVISIONS WILL NOT BE `CHK'D BY:B.W.W. MEMBER @ ALL CORNERS,EA.CRIB STRINGER(BEYOND)(TYP.THROUGH APPROVED POST CONSTRUCTION. �.n DATE: 12-17-15 MEMEBER STRINGER TO CRIB)(SEE BEAM oaam,or san w.wv:occ�eaxev.+c.r.e raw�s~a,.. _ o SHEET N0.80F9 DRILLING DETAIL) c� NEW SINGLE BERTH BOATHOUSE 6'-0"W CRIB SECTION BEAM FASTENING DETAIL P of Nfw y CRIB DETAILS J TER tico9 MATTHEW LUCAS `t SCALE:3/4" = 1'-0" J SCALE: 1 1/2"= 1'-0" TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK-TAX ID 227.13-2-43 oeaotb PROJECT NO. sp- Bret W. Winchip Engineering, P.C. °goTEs5loeA` P.O.Box 116,6272 State Route 9 15-128 Chestertown,New York 12817 DATE:03-15-16 Phone: (518)494-2555 Fax: (518)494-2566 S-004 t APPROXIMAT PROPERTY LINE TYP I CAL ANCHORING PLAN FOR PER SURVEY(TYP.) FLOATING TURBIDITY CURTAIN TYPICAL ANCHORING PLAN FOR MIO CHANNEL WORK SHORELINE/RIVER EDGE WORK (BRIDGE PIER. CAISSON. ETC. ) UNIVERSAL CDIECTOR URTAIN EXISTING PATIO LOATATIDY LOATATION SIMCAENT H SOD-DOT TOP TENSION LABILE FG.O iDENT FTR WORACI. 327 _ 32 TOP LOAD LINE SHORELINE � FLOW APPROXIMAT -LAWN- -' 326 FAQ A DISTURBED 1 PROPERTY LINE ^�X PER SURVEY(TYP.) 326-_ 325 ' CLEAR rLOATA710M EXISTING WALKWAY A _______________ f s TURBIDITY RYICE / 9 CIR74IN ` ___ -- -LAWN- IPF tl �1 �. 1 "PINCHED"IPF 325 --- TIE LINE ONLY PER SURVEY 324 ii /..y EXISTING SEAWALL (TO REMAIN)(TYP.) _ _ II 344 - 324 FllipT CLOTH �( ANCHORS FILTER CLOTH SKIRT DIST SKIRT UDEPTH 1DEPTII YAR[E5t SY6. Cl16BRREL ZONE=*. AA CAA[!S> (1 ANCHOR ANCHOR ELASTEC TYPE II FASTWATER TURBIDITY CURTAIN,OR APP. __ _ (( PLAN VIEW PLAN VTFw EQUIV.INSTALLED PER 317 317 X 0 �( MANUFACTURERS 0li INSTALLATION INSTRUCTIONS II 316 -- --- 316 " )1 PROPOSED 26'x 34.8'SINGLE ;., L? BERTH BOATHOUSE A BALAsr LENIN (( CHAIN ANO BOATHOUSE SUPPORT CRIB(TYP.) ————————————————— WAD LIN! 315- - - 3I5 . r 314 --- -- 314 SKIRT CONNECT ,q GROMMETS TYPICAL ANCHORING SECTION CDRAIIACNT FLOATING TURBIDITY CURTAIN GENERAL NOTES Ns ua� TTACH TO LIKES LAKE GEORGE NOTE: O FLOATING TWOIOITU'CURTAINS.ALSO KNOWN AS TURBIDITY BARRIERS OR y SILT CUtTAINSR CRHATE A BARRIER TD PREVENT TUBBED WATER FRO" JO MAINTAIN L2'VENENAAR GRP DETWCEN TIGHT BOTTOM AND G 7W O TATER Site Plan BELOW TO R SURFACE.ACLTAAAArm�INfNi FROM PULLING TDP cc nRrA7 SURFACE OTSCDOMINO,CLEAR AC7 WATER.!RUCTION AMASW IT CURTAINS SCLAIT DE UDED ALBA yA�R FOR A COMPLETE SURVEY SEE: m[SaATE AC71rE CONSTRUCTION AREAS WITHIN MR ATUACENT m A atUr OF WATER TO MINIMIZE THE HIM ATIDI IF SILT LAMM CATER DOT OF TEE O pM cm m WAVE ALRION s[ruArioNs. THE MAXIMUM U PTIM 6 THE LTRTA M CONSTRUCTION SONE. SHXL.6 12 FOOT. MAP OF A SURVEY FOR CHARLES& TONYA ZIEHNERT BY D.L.DICKONSON OB TURBIDITY OLM 41MS$NAIL NOT 6 INSTALLC0 PGRPENDICUTAR ACROSS TMT. LD CONCEWITWNTED FLOCS SHALL MCT DISCIWRCE BEYOND FLOATING TURBIDITY FLOATATION DEVICES 1BWY7 RAIN FLOW IF A SIGNIFICANT BODY OF MININIC WATER CURTAIN. CURTAINS ARE IRT m 1R INSTALLED ACROSS rLOWINN BODY OF TUBID ASSOCIATES DATED JUNE 18TH,1986 CATER. WATER CLEAR O fLOAT]Np TURBIDITY CURTAINS SMRL ND DE USED MCK 11!ANTICIPAT D WATER FLOW VELOCITIES WILL EXCEED S FT/%C. NO MEN[NSTALEO EN A NAVICAp.E WTERVKOY.BOATS SLUULD SO LRT APPROXY LIN O TURB[O1TV CURTAINS 6WLL DE ANCHORED TO PAEYDNT DRIFT SHUEWA� ACCDW IAO m NECAuiDRT AGENCY gTANDARDg. BOTTOM OF FILTER t1DTH SKIRT PROPERTY LINE on OOWMDTwm.AkCMCA46 94A L DE INSTNJiD ON BOTH STOKE O!LEA ESTENATEND THE LENGTH OF 7lARe10I71 CURTAIN.ALLOW 19 TO 28 WATQR DWI PER SURVEY ENP. ANO STREAM SIM. CURTAINS SMALL BE INSTALLED AS CLOSE TO MPo.fiGT PERCENT 1„ ) Sl T!AS POSSIBLE. BARRIERS SHOULD 8!A BRIGHT COLOR ITELLOC CR VARIANCE IN STRAICNT LI/t MEASUREMENT. SIRE-ANCHOR INTERNATIO✓L'CORNICE ARE RECOMMENDED THAT WILL ATTRACT THE O PAYMOR Ftp FLOATING 71.14810111-Y CURTAIN SMALL INCLUDE ALL MATEMIAL 0� 12'MINIMUM A71GMfION a ACARBY BOATERS. AND LABOR NECESSARY FOR CONSTRUCTION.NAMTEMANCE.AND REMOVAL Or n. !�5kvm ANCHORS SHAD.CONSIST OA A POST WITH LEAOWAN OR T{RSIOITY CURTAINS N EXISTING PATIO APPRpr[D EDUAL.STMAM ARCUMS SMALL W K SU7=ECIEMT SIZE TO P�D,LT FLOATING,TURBIDITY CURTAINS LISTED ON THE*PPRGVED PRODUCTS 97ABILIIE TMT.Ok"IGR WITH MMMA AWA SNACINN DEPENDENT ON LIST WAY BE Ism. SECTION A-A WATERVAY VELOCITIES AND HANFACttPNER•S RECOMMENDATIONS. AUTOMATIC FLOS41W LIMIT BUOY _LAWN- F�IN SALLOV WATER 12 FEET OF DEPTH OR LESS/A TURBIDITY CURTAIN MMT ION AT OUSK-CFF AT DAWNI IBB' APPROXIMAT BE INSTALLED ON STATUES DRIVEW INTO THE MO OF THE WATER BAT. ON CONTRA SHALL Be URO IN PROPERTY LINE O DMESECTIONS R CONNECTED BSm EWA MINIMUM.N HAVETABLC CHANNELS ONLY PER SURVEY(TYP.) IAT PnEN1M.FABRM mAAEDWEEN MANNER MT FIETAIMSTIE MRALL TENSILE STARE DTH. EROSION CONTROL FLAN LEGEND. �--{--I--�--�FLOATIND T MI0ITY CIRRI t. EXISTING WALKWAY STAIRS UP O D'wo,R CURTAIN NR AN[HORKL SMALL BE IN ACCORDANCE.[IN LANDING NAMFACIIYEWS=COMMENDATIONS.DATIONS.FILTER CLOTH SKIRT SxOUD (AT GRADE) BE ABLE TO W[7L6TND THE FORKT'S. ]NPARTED ON 1T 01.1 TO THE EXPECTEDTIE LINE ONLY PER SURVEY -LAWN- IPF WIND VELOCITY UC STRUM VELOCITY.FABRIC SAL.IE MADE OF A tea- "PINCHED"IPF DETERIORATINO NATORIAL.SUCH AS PLASTIC DR NYLON.MACH GILL ALLOW "TGR TO PASS THTOUGM AH[LE STILL RETAINING Sm[NENT. EXISTING SEAWALL -, THE TIRDIO[r*CURTAIN AID WyUCE NT VOW AREAS SHALL NOT NO (TO REMAIN)(TYP.) I I PRIOR BT .EAI ALL PO*"CO ASIEEOEOCONTHAttt R SHALL FEMOVE THE CCViTAIN AT COMPLETION OF WORK IN A MANNER THAT WISLL PREVENT S[ — LTAi1D.OF I M WATERWAY.DURINM R61DVA..E r__ -_� xiROi EMi OLLBE TAKEN NAT I DISTURB ANY SmIKNT MPOSITS. I II Ia wI I� D REVISIONS PER LGPC COMMENTS 04-13-16 111--11T RELEASED FOR HUNG031516 OI Iw O10 RELEASED FOR APPROVAL I2-17-15 0 RLL �� REVISIONSP.rE I I ARCHITECTURAL OR STRUCTURAL CHANGES i I I MUST BE APPROVED IN WRITING BY ,N�+oN NAw.o.<AN,T SCALE: AS NOTED rµ�....,NnoN.w.sshA A.a""`m DE_CKLINE(TYP.) I i OWN.BY: L.J.T. RD PRIOR TO L J CONSTRUCTION.ENGINEER FRE REVISIONS WILL NOT BE CHK'D BY:B.W.W. UCTI POST CONSTRON. _ DATE: 12-17-15 ROOFLINE(TYP.) - •� - SHEET NO.9 OF 9 NEW SINGLE BERTH BOATHOUSE SOF NEIyy SITE PLAN LAKE GEORGE q ER MATTHEW W�cO9� MATTHEW LUCAS TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK-TAX ID 227.13-2-43 ii 2'" PROJECT NO. Birds Eye View �sFo 083076 �� Bret W. Winchip Engineering, P.C. L SCALE:1° = 10' 9NO7ESSTONA� P.O.Box 116,6272 State Route 9 15-128 Chestertown,New York DATE:03-15 816 Phone: (51 49 2555 Fax:( 518)494-2566 ST-001