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HomeMy WebLinkAboutTR-4204 GFBoard Of $outhold 'Town Trustees SOUTHOLD, NEW YORK PERMIT NO .... ~]0~ DATE: ...Z./.29/93 ........ ISSUED TO ....... R©BER,T., KAPLAN .................................................. Pursuant +o +he provisions of Ohsp~er 61~ of the Laws of ~he S~afe of New York, 189~ ~nd Ch~p~er ~0~ of the L~ws of the S~e of New York 19~2: ~nd ~he Sou~hold Town Ordlnan~e en- d,fled "RE~ULATIN~ AND THE PLACIN~ OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS ~nd the RE~OVAL O~ SAND, ~RAVEL OR OTHER ~ATERIALS LANDS UNDER TOWN WATERS?" ~nd in ~ccordanoe with the Resolution of The Board ~dop~ed ~ ~ meeting held on ~.]./..~/~ ..... 19 ?~ ~nd in consideration of the sum of $ ]0Q~.00.. paid by . Cos.~ello ..Ma~ine. ~o~.. ROBERt. KAPLAN .............................................. Grandfather Permi~ %o remove and replace 35' of Mmber bulkhead ~i~hin 18". Inlet Way, Southotd all in accordance with the detailed specifications as preseM'ed in the originating application. IN WITNESS WHEREOF, The said Board of Trustees here- by causes its Corporate Seal to be affixed, and ~hese presents fo be subscribed by a maiorlfy of ~ sa~ Board as of ~his daf,e. ....... ...... Page 4 The Council recommends approval provided the house is move 10' nearer the road to keep it out of the 75' buffer. Long Creek Drive. Southold Vote of Council: Ayes: All Motion carried. Moved by John Holzapfel, seconded by John Hagerty, it was RESOLVED to recommend to the Southold Town Trustees APPROVAL of the Wetland Application of NINA S. FISCHER 86-7-8 request GRANDFATHER PERMIT for approximately 110' of bulkhead and stairs. Indian Neck Lane, Peconic Vote of Council: Ayes: All Motion carried. Moved by John Holzapfel, seconded by John Hagerty, it was RESOLVED to recommend to the Southold Town Trustees APPROVAL of the Wetland Application of DR. ROBERT I. KAPLAN 92-1-7 to remove damaged sheathing from lower level bulkhead and add new bulkhead system within 18". 1700 Inlet Way, Southold. Vote of Council: Ayes: All Motion carried. RESOLVED to recommend to the Southold Town Trustees APPROVAL WITH STIPULATIONS the Wetland Application of ROBERT ALCUS 92-1-2.1 to construct a 4' x 30' timber dock elevated a minimum of 4' over grade with a 3' x 10' ramp and a 6' x 20' float for the private dockage of a recreational vessel. The Council recommends approval with the stipulation, that the project does not hinder navigation, Cedar Point Drive East. $outhold. TRUSTEES John M. Bredemeyer, III, President Henry P. Smith, Vice President Albert J. Krupski, Jr. John L. Bednoski, lohn B. Tuthill Telephone (516) 765-t 892 Fax (516) 765-1823 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SUPERVISOR SCOTI' L. HARRIS Town Hall 53095 Main Road P.O. Box 1179 Southold, New York 11971 COASTAL EROSION MANAGEMENT PERMIT APPLICATION TOWN WETLANDS PERMIT APPLICATION TRUSTEE LANDS PERMIT APPLICATION Office Use Only: ~wCoastal Erosion Permit Application etland Permit Application %~Trustee Lands Permit Application ~randf ather ~om~pleted Apps. Date: ~ariance Required, ~Neighbors not~ led Date: SEQRA Type ~r~ ~ Coord. Review-opt~tmand. ~'lsp. comp./date: ~ ~/?~) , oEQRA Determin./date: Public Hearing/date: Permit Vote: (Y/N): Special Conditions: (also see file) OF SOUTHOLD Application Number; SC~4 ~1000- Project Name (If any) Date Prepared: Applicant: Address: ~.O. Interest: (owner, consultant,lessee,etc.) Owner of P~operty: ~. ~0~-~ Address ~1 -~ff£ MA~L£x Subject Property Location: (Provide LILCO Pole 9, Distance to cross Streets if not on location map) THIS IS NOT A PERMIT Yds. to be excavated: ~/~ Yds. to be filled: ~/~ Manner in which materi~l'~l will b~ removed or deposited:' Width of canal, creek of Tbay fronting property: Depth at low tide: ~/~ Aver. rise in tide: Distance to nearest channel: ~/~ Distanc~ project extends beyond similar projects in ~rea: Area zoning: ~~_ Land area in acres: Is project for private or business use: F~T~ Intended use of property: Describe known prior operations conducted on premises: Has any prior license or permit been issued to erect structures~ dredge, or deposit ~ill on said premises: ~/~ Has any~liCen. D~! oF permit ever been revoked or suspended by a Governmental~Agency~ N O Project Description The project description must also include plans for reclamation of during construction of the principle and underground structures. (i.e., 'pipeline additional attachments if necessary). Authorization (Where the applicant is not the owner) %Jk~~ I residing at (Print-owner o~ subject property) (Mailing address-phone) do hereby authorize to apply for Coastal Erosion permit(s) from the Southold Town Trustees Signature THIS IS NOT A PERMIT County of Suffolk ) State of New York ) C E0 ~G~ b, Q bSY~LO S~ BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD O~ TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE TOWN TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES, THEIR AGENT[s) OR REPRESENTATIVE[s), TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW OF THIS APPLICATION. SWORN TO BEFORE ME THIS ~O T A~R~Y PUBLIC C Qualifi_ed in Suffolk County ornmission '-xpires November 6, Suggested space for location.Map THIS IS NOT A PERMIT bi I- / / r..~ /' / / '/ PROPOSED KAPLAN RESIDENCE ADDITION GENERAL CONSTRUCTION PLUMBING 0. REMOVALS 1 . GENERAL - FURNISH �11_1_ LABOR, MATERIALS, EQUIPMENT, PLANS, TOOLS. AND SERVICES NECESSARY AND A. ARRANGE FOR DUMPSTER AND DISPOSAL OF DEBRIS TO TOWN LANDFILL SITE CONTRACTOR TO PAY DUMPSTER AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL PLUMBING SYSTEM AND, RELATED WORK TO INCLUDE DUMP FEES. BUT NOT BE LIMITED O, WATER SUPPLY AND DISTRIBUTION PIPING, DRAINAGE PIPING, PLUMBING FIXTURES, B. REMOVE SIDING, WINDOWS, PARTIAL WALLS, PLUMBING AND MECHANICAL EQUIPMENT, PARTIAL FOUNDATION, ETC. VALVES, TRAPS, WASTE AND VENT PIPING, INCLUDING ALL THEIR RESPECTIVE CONNECTIONS, DEVICES, AS REQUIRED BY THE NEW ADDITION. SITE VERIFY BURIED UTILITIES PRIOR S EXCAVATION / DEMOLITION WORK. APPURTENANCES WITHIN THE BUILDING LINES OF THE PREMISES PLUMBING FIXTURES TO INCLUDE, BUT NOT BE C STRIP AND DISPOSE OF ALL MISCELLANEOUS EXISTING CONSTRUCTION, TREES AND SHRUBS TO CLEAR SITE LIMITED TO. LAVATORIES, WATER CLOSET, SHOWER, LAUNDRY HOSE BIBS AND DRAIN PAN ASSEMBLY WITH PIPING AS REQUIRED FOR NEW ADDITION, CONTRACTOR TO PROVIDE ALL REMOVALS NECESSARY WITHIN EXISTING RESIDENCE AS WELL AS NEW WORK 1 . SI'fEWORI\ 2 CODES - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK STATE UNIFORM FIRE A. FILL MATERIAL, AS NECESSARY, TO BE CLEAN FILL AND COMPACTED IN LAYERS AS DIRECTED BY ARCHITECT. PREVENTION BUILDING CODE. B IRRIGATION SYSTEM REVISIONS BY THE OWNER. 3 PIPING - COLD AND HOT WATER TYPE L COPPER TUBING (ANSI H231) WITH SOLDER TYPE FITTINGS AND C. CONTRACTOR SHALL PROVIDE 8X8 CCA TIE WALLS AND STEPS FOR CONDENSER UNITS OTHER LANDSCAPING, BY OWNER. JOINTS MADE,WITH 95/5 SOFT METAL SOLDER. BELOW GROUND PIPING TO BE TYPE K COPPER TUBING. 2. CONCRETE - 3000 PSI AT 28 DAYS ASTM 94 READY-MIXED CONCRETE. RISERS AND MAINS TO BE 3/4 INCH, ALL BRANCH LINES TO FIXTURES TO BE 1/2 INCH. PROVIDE SHUT OFF AND .3, STEEL BAR REINFORCING - ASTM 615 WELDED WIRE FABRIC - ASTM A-185. DRAIN VALVE IN BASEMENT FOR EACH RISER AND PROVIDE VALVE TAG IDENTIFICATION 4 STRUCTURAL STEEL - (LINTELS, PLATE, GIRDERS, ETC.) TO BE ASTM A-36 GRADE PRIME PAINTED. 4 SHOWERS - PROVIDE AND INSTALL SHOWER PAN WATERPROOFING AND TILE BASE WITH FLOOR DRAIN. 5. VAPOR BARRIER - ASTM E-96 POLYETHYLENE FILM 6 MIL THICK. TAPE ALL SEAMS. 5 DRAINAGE PIPING - B LOW GROUND SANITARY' PIPING SHALL BE CAST IRON SOIL PIPE (ASTM-A-14) 6 LUMBER SERVICE WEIGHT. A. DOUGLAS FIR NO. 1 GRADE WITH Fb (base) = 1000 PSI AND E = 1,700,000, 19% M.0 6. SANITARY VENT PIPING PVC PIPE AND FITTINGS B. PLYWOOD - 7. FLASHING - FLASHING �pMATERIALS SHALL BE COPPER. r•.- 1) SUBFLOOR - 31/4" TH., C-D INTERIOR APA WITH EXTERIOR GLUE (PL-500 GLUE DOWN WITH NAILING) S. HOSE BIB - HOSE BIB TO BE NON-FREEZE TYPE WITH INTERIOR SHUTOFF VALVE. } 2) WALL SHEATHING - 1/2" TH. fIR PLYWOOD, EXT. APA (PL-500 GLUE DOWN WITH NAILING) 9 PLUMBING FIXTURES -'I11CONTRACTOR TO PROVIDE ALL ROUGHING, VALVES, FITTINGS, ETC. FOR COMPLETE i ^^ 3) ROOF SHEATHING - 24,/0, S/B" TH., C-D EXTERIOR APA. JOB. 4) CARPET & TILE SUBFLOORS - 3/4" TH. C-D EXTERIOR APA. (PL-500 GLUE DOWN WITH NAILING) WITH 10. VALVES - VALVES TO BE BRASS/BRONZE BODY - 125 PSTG.. ALL VERTICAL SUPPLY RISERS AND BRANCH + UNDERLAYMENT - 1/4" AC PLYWOOD (FIR). LINES SHALL BE PROVIDED WITH DRAIN TEES AND SHUTOFF VALVES AT BASEMENT.C. CONNECTORS - SIMPSON STRONG-TIE, OR EQUAL, ALL TO BE GALVANIZED 11 CLEAN OUTS - CLEAN OUTS TO BE FULL SIZE OF PIPE WITH THREADED BRASS SCREW PLUGS. a• 3 D. SILLS, DECK FRAMING AND POSTS - SOUTHERN YELLOW PINE #2 OR BETTER, CCA TREATED (AD PCF) 12, PLATES - PLATES FOR FINISHED SPACES TO BE CHROME PLATED SPLIT BRASS. hy„q - f•ex.r-9+.x a-_ KDAT. 13 PIPE INSULATION - PIPE INSULATION TO BE CELLULAR FOAM OF THICKNESS REQUIRED BY ENERGY E. SOFFITS: ROUGH SAWN APA CEDAR PLYWOOD TYPE 303-6W CODE, PROVIDE ON ALL INTERIOR COLD AND HOT WATER PIPING. 7. ROOFING - GAF TIMBERLINE, 40 YEAR WARRANTY, WITH WEATHER SHIELD UNDERLAYMENT AT PERIMETER. 14 MANUALS - CONTRACTOR TO PROVIDE ALL PRODUCT LITERATURE, WARRANTIES, AND INSTRUCTION TO OWNER. y±• - N-na INSTALL OVER 30y� FELT. PROVIDE FLASH VENTS AT WALL CONNECTION. 15. CLEANUP - CONTRACTOR TO CLEAN UP AND DISPOSE OF DAILY, ALL HIS TRADE RELATED DEBRIS AND _ Pr"• s - Y 8. LEADERS & GUTT@RS - ALUMINUM GUTTERS AND LEADERS, BROWN COLOR WASTE MATERIALS. • -�� „m•9. Q 9 SHEET METAL FLASHINGS & ROOFING - SHALL BE 16 OZ. COPPER AT ALL ROOF Grurr rtre . '^ ' PENETRATIONS AND WALL/ROOF INTERSECTIONS, AND ROOFING. ti 10. TERMITE SHIELDS - SHALL BE .019' ALUM. WITH SEALANT AT LAPS AND BOLT PENETRATIONS. a.' _ ' ,.^, �•• .; '. PROVIDE SILL SEALER (POLYETHYLENE) UNDER CCA SILL PLATES. ELECTRICAL ^r - 11. FASCIA & WOOD TRIM - CLEAR CEDAR, SIZES AS PER DRAWINGS. "'"• - 12. SIDING - CLEAR CEDAR VERTICAL T&G SIDING. SCARF CUT ALL NECESSARY JOINTS. INSTALL OVER TYVEK HOUSEWRAP (TAPED). PRE-STAIN ALL SIDING (ALL SURFACES). 1. GENERAL - FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANS, TOOLS, AND SERVICES NECESSARY AND t ' ^ k' '•<„ - d 13. WALL BASE - CEDAR TO MATCH EXISTING RESIDENCE. FLUSH WITH CEDAR WALL SURFACES. REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL ELECTRICAL SYSTEMS AND RELATED WORK TO e. odd .a ? ,..rn Na ,..•• 14. INSULATION - FIBERGLASS & RIGID INSULATION. BATTS WITH VAPOR BARRIER BY OWENS-CORNING. INCLUDE, BUT NOT LIMITED TO, WIRE, LIGHTING, SERVICES, FEEDERS, DISTRIBUTION AND PROTECTION s - EQUIPMENT, CONNECTIONS OF APPLIANCES, GROUNDING, AND INCLUDING ALL CONNECTIONS AND DEVICES r' r,• ` ° o' THICKNESS AS FOLLOWS: "� �r.v' , yy: .•n:^a"wr. n WITHIN THE SCOPE OF WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND AS NORMALLY SPECIFIED IN THIS ' ''' a a""'^•" F A. 8"" - BETWEEN RAFTERS VENT SPACE ABOVE). e"" e g t t ' .£ ( ) TYPE OF PROJECT CONTRACTOR TO PROVIDE ALL REMOVALS AND CAPPING NECESSARY ' A 'x B 6" - BETWEEN STUDS JA PARTITIONS) TO TEMPORARILY DISCONNECT SERVICE LINE PRIOR TO DEMOLITION OF EXISTING RESIDENCE. C. 3-1/T - BETWEEN ADJACENT ROOMS - HORIZONTAL AND VERTICAL, UNPAGED CODES: ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK STATE UNIFORM FIRE g �e r D. G" BETWEEN BASEMENT CEILING AND FIRST FLOOR, UNFACED. PREVENTION BUILDING CODE, NEW YORK STATE CONSERVATION CONSTRUCTION CODE, REQUIREMENTS OF y 2 ' M °'••r•- n•.,E„, " ' y.wl•^ 15. DOORS AND WINDOWS r r x THE SUFFOLK COUNTY DEPARTMENT OF HEALTH AND THE NATIONAL ELECTRICAL CODE NFPA NO. 70 s - - A. INTERIOR DOORS - SOLID CORE FLUSH PANEL TO MATCH EXISTING. LATEST EDITION (NEC). • '� �•:pr "• � _ 1 1 <,�, ' B. WINDOWS AND GLASS DOORS - ANDERSEN CO., PERMA-SHIELD HIGH PERFORMANCE COLOR TO MATCH EXISTING. 3. SERVICE ENTRANCE & EQUIPMENT - EXISTING SERVICE IS '200 AMP. ALL WITH SCREENS TO MATCH. PROVIDE EXTENSION JAMBS. MARINE HARDWARE - 3 », • ' 'r - *'., `••"-••n.. a " C DOOR FRAMES - TO BE MADE UP FROM 5 4" CEDAR WITH INTEGRAL STOP AND INTERIOR TRIM MADE UP FROM 4 PANEL BOARDS - PANEL BOARD BOXES SHALL BE STANDARD TO THE TRADE OF CODE GAUGE SHEET _ - TOO CEDAR S MATCH EXISTING DOORS. / D METAL WITH STANDARD TRIM AND DOOR FOR SURFACE OR RECESSED PANEL BOX MOUNTING. THE BOX AND S' - j a �+' , Mao-. �• >, d - ° TRIM SHALL HAVE: 'a{ • + D. SKYLIGHT - VELUX- VENTILATING SKYLIGHT, VS MODEL 108, 21 1/2" r 55" SIZE, TYPE VS 75 - TEMPERED, CORROSION RESISTING PHOSPHATE TREATMENT AND FINISHED WITH FACTORY BAKED ON GRAY COLORED LOW-E GLAZING. PROVIDE WITH SCREEN STEP FLASHING, ELECTRONIC CONTROL AND RAIN SENSOR ENAMEL PAINT. THE DOOR SHALL HAVE CONCEALED HINGES, CYLINDER LOCK AND A FRAMED DIRECTORY CHART t%- � ' p ^t 0 E. EXTERIOR DOOR - STANLEY, INSULATED FLUSH METAL DOOR WITH WEATHER STRIPPED TREATED FRAME AND UNDER CLEAR PLASTIC !ION THE INSIDE OF THE DOOR. THE PANEL SECTIONS SHALL BE MOUNTED AWAY FROM EXTRUDED ALUMINUM SADDLE. D1 DESIGN THE BACK OF THE BOX, GUTTER SPACES SHALL BE ON BOTH SIDES, TOP AND BOTTOM IN KEEPING WITH CODE _ x` - 4"on^i •�'b••., �•e•t,-_ 16, CAULKING - LEXCEL EXTERIOR; ACRYLIC LATEX INTERIOR REQUIREMENTS. THE BRANCH CIRCUIT BREAKERS SHALL BE OF THE PLUG-ON TYPES WITH STANDARD A.I.C. I w-•1`� a? 3. �,' - •• ^'- - 17. ADHESIVES - PL 500 AS MANUFACTURED BY CONTECH BRANDS (TO BE USED IN ADHERING PLYWOOD RATINGS FOR THE SERVICE VOLTAGE. BREAKERS FOR CONVENIENCE OUTLET CIRCUITS SHALL HAVE SENSITIVE SUB FLOOR TO FLOOR JOISTS).18. HARDWARE INSTANTANEOUS TRIP SETTINGS OF NOT MORE THAN 10 TIMES THE BREAKER TRIP RATING TO PREVENT REPEATED ARCING OF FRAYED APPLIANCE CORDS F _ A. LOCKSETS - MANUFACTURER, TYPE AND FINISH TO MATCH EXISTING 5. CIRCUIT BREAKERS - SINGLE POLE 15 AND 20 AMPERE CIRCUIT BREAKERS SHALL BE UL LISTED AS :' > B HINGES - HAGER OR EQUAL - REMOVABLE PINS "SWITCHING BREAKERS" AT 120 V A.C. AND CARRY THE SWD MARKINGS CIRCUIT BREAKERS SHALL BE UL _ o•'= C. MISCELLANEOUS - STANLEY (DOOR TRACKS, CAB, PULLS, ETC.) LISTED SINGLE POLE BREAKERS WITH HANDLE TIES NOT ACCEPTABLE. D. STOPS - FLUSH BOLTS, PULLS, BUMPERS - IVES. 6 GROUND RODS - GROUND RODS SHALL BE 5/8" X 8' COPPER WELD AND MEET ALL REQUIREMENTS OF 19. G',PSUM BOARD THE APPLICABLE PROVISIONS OF THE NEC. ' a A. INTERIOR WALLS AND CEILINGS, 1/2" THICK, TAPE AND SPACKLE ALL JOINTS. 7. CABLE & WIRING ""' wm• j B. BATHROOM INTERIOR WALLS AND CEILINGS, 1/2" THICK WR, TAPE AND SPACKLE A. BRANCH CIRCUITS (INTERIOR) - TYPE NM OR NMC 1100 NECK BAY 1 1 C. WONDER BOARD FOR SHOWER AND TUB SURROUND. B SERVICE ENTRANCE (DIRECT' BURIAL) - TYPE USE / % 20. CERAMIC FLOOR TILE & WALL BASE - AS SELECTED BY OWNER. C FEEDERS - TYPE NNM, NMC, OR SEC \ /� 21. CABINETS' & BATHROOM VANITIES - CUSTOM QUALITY (AWI) WITH CORIAN COUNTER TOPS D UNDERGROUND DISTRIBUTION (DIRECT BURIAL) - TYPE OF 22. PAINTING - E CONDUCTORS TO BE COPPER A. EXTERIOR WALLS - WOOD SIDING, FASCIA AND TRIM - STAIN, TWO (2) COATS F INSULATION (600 VOLT) #10 AWG AND SMALLER -' THWN/THHN, #8 AWG AND LARGER - THN, THWN, FACTORY STAIN ALL SIDING TO MATCH EXISTING. XHHW (PVC FOR NM OR OF CABLES). ' B INTERIOR WALLS - ONE ( 1) COAT SEALER, TWO (2) COATS FLAT - COLOR AS SELECTED BATHROOM - SATIN G. NEUTRAL WIRE SHALL HAVE A WHITE OUTER COVERING THROUGHOUT SYSTEM EQUIPMENT GROUND WIRE FINISH BENJAMIN MOORE. SHALL HAVE A GREEN OUTER COVERING THROUGHOUT SYSTEM MARK CABLES OR WIRE WITHOUT COLOR CODED PROJECT SITE -� C. ALL INTERIOR WOODWORK - ONE (1) COAT SEALER, TWO (2) COATS SATIN FINISH PAINT COLOR AS JACKETS WITH NON-FADING COLOR CODED TAPE AT TERMINATIONS AND OTHER ACCESSIBLE LOCATIONS SELECTED. BENJAMIN MOORE. 8. RACEWAY - RACEWAY TO BE RIGID METAL CONDUIT OR SCHEDULE 40 PVC (WHERE PERMITTED BY 23. BATHROOM ACCESSORIES. CODE). A. TWO T PAPER DISPENSER 9. OUTLET BOXES - OUTLET BOXES IN DRY CONCEALED LOCATIONS FOR WOOD FRAME CONSTRUCTION IN BE PROJECT LOCATION MAP � l B. TOILET PAPER DISPENSER E ONE (1) EACH PVC WALL BOXES AND NORYLWEATHERPROOF CEILING BOXES. IN EXPOSED LOCATIONS USE 4" SQUARE CAST ALUMINUM C. ROBE HOOKS - TWO (2) EACH BOXES AND FINISHED WEATHERPROOF COVERS. D SHOWER DOORS - ONE (1) EACH, KETCHAM DR EQUAL 10, SWITCHES - SWITCHES, PRESSURE-SENSITIVE TYPE, 15 AMP, 120,/277 VOLT, BACK AND SIDE WIRED 24. CLEANUP - PROVIDE GENERAL CLEANUP OF PROJECT SITE DURING CONSTRUCTION, AND AT COMPLETION OF SINGLE POLE, DOUBLE POLE, THREE-WAY AND DIMMER TYPE AS REQUIRED w. PROJECT PROVIDE FINAL CLEANING OF WINDOWS, DOORS, FLOORS AND WOODWORK INCLUDING ANY 11 EQUIPMENT WIRING - PROVIDE AND INSTALL ALL LINE VOLTAGE WIRING FOR EQUIPMENT BY OTHER ■Y NECESSARY PAINT TOUCHUP. TRADES 25. GENERAL NOTES 12. DUPLEX RECEPTACLES - PROVIDE 15 AMP 125 VOLT BACK AND SIDE WIRED DUPLEX RECEPTACLES , A. ALL WORK TO BE DONE IN ACCORDANCE WITH NEW YORK STATE UNIFORM FIRE PREVENTION AND BdILAING ON ALL MULTI-RECEPTACLE 15 AND 20 AMPERE CIRCUITS PROVIDE 200 AMP 125 VOLT BACK AND SIDE CODE, NEW YORK STATE ENERGY CONSERVATION CODE, AND THOSE OF ANY LOCAL GOVERNING AUTHORITY WIRED DUPLEX RECEPTACLE ON ALL SINGLE RECEPTACLE 20 AMPERE CIRCUITS. GROUND FAULT CIRCUIT B. SOIL BEARING PRESSURE ASSUMED TO BE 4,000 PER. INTERRUPTING - 20 AMP 125 VOLT WITH INDICATOR C. ALL FOOTINGS TO REST ON UNDISTURBED SOIL 13 PLATES - PROVIDE PLATES FOR ALL OUTLET BOXES (RECEPTACLES, SWITCH, TELEPHONE, BLANK OR D. PROVIDE ALL STEEL LINTELS, BOLTS, PLATES, GIRDERS AND FASTENERS AS REQUIRED. SHOP COAT ALL STEEL COMBINATION). SMOOTH PLASTIC UREA (WHITE COLOR) UNLESS INDICATED OTHERWISE. MULTI-GANG E STRUCTURAL STEEL SHALL COMPLY TO THE SPECIFICATIONS FOR DESIGN, FABRICATION AND CONSTRUCTION OF SWITCHES, RECEPTACLES, ETC, SHALL BE IN A COMMON, ONE-PIECE PLATE. - STEEL FOR BUILDING OF THE A.I.S.C. ASTM A-36. 14, BATHROOM VENTING - BATHROOM VENTING TO THE BROAN FIXTURE WITH LIGHT, DUCT AND EXTERIOR F. ALL FRAMING AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL WEATHER CAP DESIGN SPECIFICATIONS FOR STRESS GRADED LUMBER AND ITS FASTENINGS AS PUBLISHED BY THE 15, LIGHTING FIXTURES - LIGHTING FIXTURES TO BE HALO (HIGH HATS) OTHER FIXTURES (SUPPLIED Be N F.P.A. OWNER, INSTALLED BY CONTRACTOR) , , G. DOUBLE JOIST UNDER PARTITIONS WHICH RUN PARALLEL TO FLOOR JOISTS, AND AROUND OPENINGS 16 SECURITY & FIRE PROTECTION A SECURITY - BY OWNER ��KED Flq H. WOOD SILLS SHALL BE CCA TREATED, PER POE, KDAT MI PROVIDE 1/2 INCH DIAMETER ANCHOR BOLTS AT Gas cy 8 FIRE AND SMOKE DETECTORS SHALL BE DIRECT WIRE WITH BATTERY BACKUP TYPE. 6ROVI O C. MAX. PROVIDE 2 BOLTS PER SILL PIECE MINIMUM AND PLACE 1'TIO FROM CORNERS MAX. r GE M. FF c^ 17 ELECTRICAL EQUIPMENT - ALL NECESSARY WIRING, SWITCHES, MOTORS, AND OTHER ELECTRICAL ¢N o PROVIDE GALVANIZED "TECO" CONNECTORS OF ALL BUTT STRUCTURAL CONNECTIONS ,S • J CAULK OR FOAM ALL EXTERIOR WALL PLATE AND SHEATHING OPENINGS, PENETRATIONS OF ELECTRICAL, EQUIPMENT REQUIRED BY OTHER TRADES (WITH SPECIAL EMPHASIS THE HEATING AND AIR CONDITIONING A A ■ SYSTEM) SHALL BE PROVIDED AS NECESSARY FORA COMPLETE OPERATIONAL SYSTEM, AS�SHOWN ON � P■ PLUMBING, AND VENTING. ?, .t K. PROVIDE ALL TEMPORARY RAILINGS AND SAFETY DEVICES FOR ALL TRADES DURING THE CONSTRUCTION OF TIHE DRAWINGS AND SPECIFIED. PROJECT. 18. CABLES - COORDINATE TELEPHONE AND CABLE T/ JACKS, AND SECURITY CONNECTIONS AND ARCHITECTS, LANDSCAPE ARCHITECTS, ENGINEERS L. CONTRACTOR E DO ALL PATCHING RENG SURFACES DUE TO NEW CONSTRUCTION. ALL PATCHING SHALL OPERATIO19, POWER INTERRUPTIONS N AL CHECKS ER UPTIONSWIT ALL REQUIREDTIVE POWER, TELEPHONE. AND CABLE TV INTERRUPTIONS SHALL 1500 LAKELAND AVENUE a IES MATCH AND MEET FLUSH WITH ADJOINING .,URFACES UNLESS NOTED OTHERWISE. M. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND DIMENSIONS AT THE SITE PRIOR TO CONSTRUCTION ANDSCHEDULE PAYMENTD EILIVERHTOOWNER OWNERAND TWOTHE(2) COPIES OFBE LOCALI TY A CERTIFICATEO AROMQITE ULSANDFOLOCAIL NAL AUTHORPY, BOHEMIA, NEW YORK 11716 ,a N. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS SHOWING ACCEPTABILITY OF WORK DONE UNDER THIS CONTRACT. ��q �pry� 0 ALL EXTERIOR NAILING SHALL BE STAINLESS STEEL OR HOT-DIPPED GALVANIZED 20, MANUALS - CONTRACTOR TO PROVIDE ALL PRODUCT LITERATURE, WARRANTIES, AND INSTRUCTION TO OWNER. (516) 563-4800 F P. USE ONE ROW OF 5/4" X 3" WD. CROSS BRIDGING FOR EACH 8'-0" OF SPAN 21 CLEANUP - CONTRACTOR TO CLEAN UP AND DISPOSE OF DAILY, ALL HIS TRADE RELATED DEBRIS AND ��/��q�/���p�� Q PROVIDE ACCESS DOORS IN HOUSE FRAMING TO ACCESS ATTIC AND MECHANICAL EQUIPMENT WASTE MATERIALS. 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SHIM /S w i66sa ��t= _ Av" QC� - ro d' 1ti �' LC�) I� � IN5u2. METAL .- - - a �� � �-1T, PNGTfrJ Iv t9 VI RFNP, oMIL V 0Z /nDFi'E1211�Y� _ RIP --,I _ - - r r - --—+ — _ - - _ -1 m F r - -tip M — e Xa crP TI e a7ePPP� rc07l No L ! — — — --4 leJl x I Cc' P COiJc - 1- �' C� >< I' d PP - • - - • 411 FZEINF cc*.0 C9LV "�'IKP� $I FG??f QC� Fc�TIh1Cf3 bRpP GII L''RAV�L PILL. PJ' �vRLO.V FLGiJfC SLP•!'� PITGH C I _ I /4"/FT ANAY RQQ� Iels-✓ THI ..• - . - 3 N Ole 1-t t ' ! T I O N 2 5 t G T l O N a �1 74 A- project I tle: ADDITION � X . M UGH RM 4 D" C-1-I I Co°t SG�"iNOL.r� IJ,Y VCU7 NGv \vFL, C�'P Cs drawing title: NPJ,V l4MkV L HER PGUR PLQ712 PLU;iH \v/ F,c15-fIhJG � N C, -71C> l - - �- PeoreGT c1e _ (3)2x?� CealePll.la'r� _ LTI rffOdIDE 9 Czj•. H DI R'EO 1 l + oa NANIZlt rA�I.JZY TtJOIh1T IQCItiF VP 'T CgJT PILL. C.q¢P9 �� -. I I I � ` r•._.OL1L7 \v/COrJGI¢6'TC 0 2.d � IG1GP ' OTEFO Pam _ P Lr.I.Yi FCfi� 1 , rMT1 JG �f + ° FIQOV1 75 KGF2 P L c �') 2 IG— 2x10 i (9)2 10 �� _� \v/ INe .IL.�'71GTJ 1 -1 5WIT5 4'CP rx r , Q tj drawn by: checked by: �t < - o date: scale: If:) W\vF-Ie� K .� VERIFY L�Yy.TON� eF drawing number: EXI�i71NG EI.�G. LIIJ� HIL V �L cl L -ral`I c ` •�' _ ne •„' I I I I I L I ].l- 1 ;-�- _., ti M i0*Z -R7 IU� AN251 ;ul CC-A, TIEra / ura�� ael� 1t /I wee e evATlo.1 h �I, 21 51_ III • OF 2 I 4- 421 J614'-4 d 4'. 41 81 t5 u N L� 7 I O N I�,L.f�N Ad ref. no.: g545 NASSAU SUFFOLK BLOEIFSITIN. , I i Iv loll -T-- — � - - - - -T - i I I EPI.A?PORM I l',Z' IIIZ" 'rq" LI'q'' sh r-I srF _ w e'LiL F.a 2" 12 3 - I-'I' Ij 31 3' ~ p ^� CGIJI.IEGT TO e5i[19-r Sat , Ia PI N6 0 � CyC POIKC.hi '� 3 I`=LUM�IN�a I�ISEIe DIEM / nt1 EX 2 STCRY - 0 FM~Ir_ c\J CLL'C� Sp O�\ L I CC \ / _L G E N E G/E.OED ARcy�r E..IBn1Y TO IZEnaw �� — _--- F/ISTIN--TO eE R`tOYEJ NEW IN9JL4TEO UAJ.FRU-IE WALL N W 6NRY'LATED UM FRMIE WALL I --- '� F'OlE`7 GONCRc1r , Va; � h��.% 01 , 40 ccrr rMr Nd n 4 II / protect fltle: 4 II r 3 -4 A• 2 NcrrF INr-oKr-1F>~-rl0 V< 7H18 GRANIN� vUAS � TAhK� rR,r" a su ¢v�Y r H CONSTRUGTIC NC7TE�, �IDDI7 ON ta�xr w /�N -ru`(LAll �X M \VA" euLA 7. A07LA,ee 1eErJIICENC� � �' Caa�R CA I s h+�� FFB28099 LJ 2? INS a�L Neu 'LUMe�Qa cwtiNs TOWN OFSDUTHDLD EJ�Pb UJJI-r DIeA,N FAN l� - - - 2 b r4 P�. MP.�LY VP�N'r CRYFhZ drawing title: F SUMMARY OF TOTAL THERMAL RATING \ ,/ LINE cfy f7RGP PAINT GENERAL NOTES U TTI TOTAL THuwAL PATTMO u 2BRD (a) am ORgOL 111E PBDT'mm - _ l� T C ryi\Vda-1.5) - TO MA T GH RCZ.Y-'I N Cam, DEBION F011 ME BIRONMI ENV60P[ CYYVIL7 VRIN THE DTEIBr mOG - - emu$ - C v EL C+) Z' O" ��7 1• AT ONTRACTIE PO R TO COMMENCING CONSTRUCTION ITIONS AND DIMENSIONS - - - - __ ��� -- * Ej{-IE•,.VFa' Ci \VQP�H II�'�Y ARP-A 'I'�\I�, 2. SDO NOT CALED DIMENSIONS.DROL NCL WRITTEN DIMENSIONS SUPERCEOE THEN" TAKE EY AREA u-wuu RATIO um I�,e7/wL-L I x 4 v r�VG CEI-+F2 3. ALL WORN SMALL CONFORM TO THE N.Y.S. UNIFORM FIRE r� A�, I-i J- � ��'� PREVENTION AND WILDING CODE, THE ENERGY CONSERVATION A RDDF / CEIUND Srab .O� .{.rp r@_ej _._— -_- _ _ __ _ ._ _ d ri A, H\ �(�, \V4"I e 4� R TO I'(A-IL"I••I 1. I��G` CODE AND THE NATIONAL ELECTRIC CODE. 1 n — L•Y'\ c'r✓NN�..,-:'T r or. - � ALlt�l-� 7v I rlar i� gym-/ � " Ex1t7TINc3. CvERTI6N-6j Furzlel�Ya) 4. ALL FOOTINGS SHALL •FAR ON UNDISTURBED SOIL HAVING A ��T l.-r - G- MEANING CAPACITY OF AT LEAST 2 TONS PER SQUARE FOOT 'b69 .a'!°! -T�IB 6-I GIRG �\ (, r 1 /B. HET MALLS � AND SHALL HAVE A MINIMUM COVER OF 3 FEET •FLOW GRADE. \ - _� ��' rc l`-rl A� C1REMC.VE Ek10T1NCB \V NLTV a STRUCTURAL LUMBER SLuu RE mua FlR Fr . tGGC I. (eB�) A �� � O =.� 7 /� PILL CPPNINC3 FU 3H lv/ E.1.700.000 RH NOx-NEARING LuwBOL s BE HEM-Fl a F 01Am10 gl -13 -I v - r � . /, ` - �x15'TNCC7 1VAUP� PiNI�H TO WITH Fe . B30 1 8...), E . 1,3E0.000 III. WDINw SLoI'ING ` \ �� v MATGH eX15TItJG � INSTAU. PXHfJ-JT PAN Vv� • B. STRUCTURAL $FEEL SMALL It ASTM A-3B, DEAILED. FABRICATED s '7 C�!) 2 O G� \ \ U w4 \ A I' , / - - 5- AND rAWrEO IN ACCORDANCE WITH THE AISC. 12 4. - IQ G^�J x T. ALL XEAOENS SMALL BE SUPPORTED ON 4.a POSTS MIN. UNLESS ,aay +� rz-3 =� `�FFIT �/ _ a '�f�leoOM C3-1 I 'n �, / Y Y NOTED OTHERWISE ON THE DMVRNN. D1. 1TOOBB () �� • °� b �!} DLI�i-f TO �KT2.e101i d awn by: f c3.C3 ed b . - K ° COTRP� 1 �' L PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL FLOOR. STAIR DL BABOmR/C6LAR WALLS —_ - - - _ , �y\ - - - AND ROOF OPENINGS AID UNDER ALL POSTS AND PARTITIONS WALL PDOY[TTR FEET ALIEN ME�1 LINE�C \ U 0 lg / M;e�IC�k 4' DF' %)UARE _ RUNNING PARALLEL TO SAME. Ep NMWMR ABOVE GRADE _ ruir „A x - 3 �Ia �v� �'� TILE:O 2FJCp'93E3 (2) (Q date: scale: B. ALL READERS TO BE (2) 20 UNLESS NOTED OTHERWISE. d C '(J + / WALL U-VALUE \V,I, G. TUPO C1JC) 1v a-L� r1 = 8 �g PF3 .0 fP�Q 10. PROVIDE SOLID OR 5/4' 13' CROSS BRIDGING AT C-0' MAX. DVM LL >OF WA U-VALUE /� _- 11. PROVIDE GALVANIZED '1EC0' CONNECTORS AT ALL BUTT STRUCTURAL paw aADF B10BLS LIME OF \a T 1 a n �il / ��'/ �)KEMOJE IQIC IT SIOe 3° �.`1�IZ CONNECTIONS AND HURRICANE TES AT PLATE TO ROOF CONNECTIONS. - / drawing number: DL SA• INSUATION r F`2Ta1E� ` II -- _ 2 II uy O, _ 1' 20 REbUC� 12. PROVIDE EMCEE OETECTORS AT EACH FLOOR AND IN ALL BEORDOMS. ( �\G I d tJ. (9 Q.- D . AND AS REWIRED BY CODE AND THE LOCAL AUTHORITIES. BIAR PEWMETER FB[T `�\ - �� — --� / o L �✓I i� MGM 13. CCNTRACrpI SFWl DO ALL PATCXIND REWIRED OUE TO MEW WORN RImuT R-VAWE TEL AND / 011 REYDYAL OF EXISTING. ALL PATCHING SMALL MEET FLWX _ _ V �I' ' / CxiF.�N� \VPsLL. hS 5rY7�VN AID MATCH OUSTING CONSTRUCTION UNLESS NOTED OTHERWISE. L UBR.TBATNNI DONmOI -- I - -I _ .. _ _ I�R RIC -IT CL03e7(:PA+N-TRY, 14. UNLESS NOTED OMERWIBE. ALL WINDOW DESIGNATIONS SHOWN ARE MORE OF ME ANOENSEII eORPORATw)M. UNITS TO NAVE HP GLAZING CORDNIDNm FLOOR AREA _ W. IFr. .--y9 ,L— _ G\U 14 11 / rO+} -rm- 5 A�\ �L.+7"1"P EXTENSION JAMSS. SCREENS AND TYCCAT OR WOOD GRILLEa -T3� COI- J — pAW 7�� S &' :3 V LH GN A• Or 13. CCA TREATED,WOOD BILLS SMALL E a 9O WITH 12' OA. ANCHOR F. SOUTH FACING aAaw TUO (VpLIr�J AS ��I-b\VN WNIWIM JPLEACEBIOLT WiMTaNu -D v5OF �COMER& INSTAL SILL L a.AIWA�j �AI��_ T�am� BI � 31�'- 20�- ro + ��� I��`- ' LEP-I' GL�[37 TO lef�..c�FJ,V� BILL SEALER ANO TERMITE SHIELD (TYMCAL). OOIIDIIIY1m FIDOR AREA B0. R: �, .�81 .711 A eL F TOTAL THERMAL RATING +g ref, no.: gg4ap „ NASSAU SUFFOLK BLUEPRINTING ., j I