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Grella, William
FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: August 7, 2013 TO: Frank Falino (Grella) 16 Harbor Road Port Washington, NY 11050 Please take notice that your application dated July 31, 2013 For permit to demolish and reconstruct an existing single family dwelling and to maintain as -built decks at Location of property: 1200 First Street, New Suffolk, NY County Tax Map No. 1000 - Section 117 Block 7 Lot 30 Is returned herewith and disapproved on the following grounds: The proposed construction on this non -conforming 3621 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that lots measuring less than 20,000 square feet in total size require a minimum front yard setback of 35 feet, a minimum rear yard setback of 35 feet a single side yard setback of 10 feet, a minimum combined side yard setback is 25 feet, and a maximum lot coverage of 20 percent. The proposed and as -built construction notes a front yard setback of 3 feet, a rear yard setback of 6 feet, a single side yard setback of .4 feet, a combined side yard setback of 1 foot, and a total lot coverage of +/- 69 percent. In addition, the construction is not permitted pursuant to Article IV, Section 280-18, which states; "No building or premises shall be used and no building or part thereof shall be erected or altered in the Low -Density R-40 District unless the same conforms to the requirements of the Bulk Schedule and of the Parking Schedule with the same force and effect as if such regulations were set forth herein full." Bulk schedule allows a maximum of 2 '/z stories. Followingproposed new dwelling is designed as a three story structure. Furthermore, the construction is not permitted pursuant to Article XXII Section 280-11613which states; "All buildings located on lots upon which a bulkhead concrete wall riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy- five (75) feet from the bulkhead." The proposed construction notes a setback of 0 feet to the existing bulkhead. Authorized Signature Cc: File, ZBA TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 DISAPPRORktad, Storm -Water Assessment Form Approved x/7/20 Mail to: Disapproved a/c Phone: - Expiration 20 ' ZBuilZc FEG APPLICATION FOR BUILDING PERMIT J U L 31 2013 Date Z 2013 INSTRUCTIONS $LDfi, lic� 'on MUST be mpletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets 36pkirfl� e. Fee according to schedule. '6 mot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature ofalYoliant or name, if a corporation) 16 t-kc�rSoas 1� • � �dr�--t.�e�gl�.nsj�� (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder IWCA/ �C ! /+ Name of owner of premises 1,&) �rn (� C'C'��G 7 M 1 3 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No.—*3 j l O Cc' t i Plumbers License No. Lj 3 S 4— AA P Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: Zoo >_� rs } S� • h►er� Sy "-o l �� House Number Street Hamlet County Tax Map No. 1000 Section Block 11-7 Lot (0-7—SO Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use acid occupancy of proposed construction: a. Existing use and occupancy _ 51A/ �(�_ F yjl Ze4 yy n b. Intended use and occupancy sly l i j j.e 15Z�V/ L f4 h' j U X C:',- / 3. Nature of work (check which applicable): New Building Addition� Alteration V _ Repair Removal Demolition Other Work AL"'(� le- 5 escription) 4. Estimated Cost % f� O00 Fee r (To be paid on filing this application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor / If garage, number of cars AIA 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions existing structures, if any: Front 3:21 Rear Height 2 1 22 Number of Stories— Depth 46) Dimensions of same structure with alterations or additions: Front Rear 3 ("7f 75 Death sd-yi Heiaht 0.12- Numher of Stnriec .12- 8. 7 8. Dimensions of entire new construction: Front 3g, 4 Rear 36 r S Depth 0 Height '3-2, Number of Stories 2- 9. Size of lot: Front 5©1 5.3 Rear 5'01 S S Depth -7 V, Ste% 4 Z 2 , -7 -2- 10. l0. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V1 ` 13. Will lot be re -graded? YES_ NON Will excess fill be removed from premises? YES_ NO Y ntt�N� Su�cY i�- 14. Names of Owner of pre ises dress I'&V PYS f Si Phone No. Name of Architect / Address /���—Phone No 1p3/ 3? SS/ / Name of Contractor' Address Al A'HYZOOl�Phone No. 6 3/ 3'7 5' SSS// 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES %/ NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES V NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property?* YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) u�SSS: COUNTY OF, Oq ) li /�Y,k F44 t /y D being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the 4c/- (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this —day of 1114 20 ( 3 NotaryPublic A Signature of App P!70Nr Q : I D. C Notary Public. Sta.e of New York No. 01 OA6111095 Qualified in Queens Count Commission Expires June 7 $ . `F t EL S./7 ORCHARD O NlO/F 0 10 S 82°53•p0., E /.2• N. EL 6.p 2.71 - ` wo�T ON 3,/ • c OD PLA T ST EL A /NE ROMA GNOI l FFJyCE — � 40 .0. h .c 10 2 o 4�j: Q. w Q J Q � �� 2 a 0 J Q y� v 0 44 MEa� in. F/oor E4.', HOUSE �. I� Y dwA.Ww rj&D? "J Z W� ORCHARD O NlO/F 0 10 S 82°53•p0., E /.2• N. EL 6.p 2.71 - ` wo�T ON 3,/ • c OD PLA T ST EL A /NE ROMA GNOI l FFJyCE s a Io 7, OCOVER O CO C. GATE e EL 5,5 f- rW� u WOOD OUT STOIC B.S. CURg. WltH SHOVER p/L CONE- P/LLARS I EL 5,5 N. 8e.53,00- W EL 5 1 N/O/F t= L 00D ZONE FROM FIRM #36103CO501 H a I ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209 -SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY F SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. ANNA 'L OR, EL 5,8 AREA = 3 621 s q. f t. to tie line CERTIFIED TO' WILLIAM GRELLA GARY OSBORNE SBLAWDEL 6 7 70.59• 10,r W OpD 9CKKHE.4D ' -m EZ 5. s, PLANTER 1 DECK O � DECk T/D!r a. -5.3 ,'ID7 oe JACUZZI 72.72 — � 40 .0. .c J Q. w Q J Q � h a 0 2 STORY -RA — v 0 44 MEa� in. F/oor E4.', HOUSE �. I� Y k Z W� o O z z o �� N — ►- Z p N M ?� p N � � 29;g• O $ O 5.2 � PA VER n- s a Io 7, OCOVER O CO C. GATE e EL 5,5 f- rW� u WOOD OUT STOIC B.S. CURg. WltH SHOVER p/L CONE- P/LLARS I EL 5,5 N. 8e.53,00- W EL 5 1 N/O/F t= L 00D ZONE FROM FIRM #36103CO501 H a I ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209 -SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY F SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. ANNA 'L OR, EL 5,8 AREA = 3 621 s q. f t. to tie line CERTIFIED TO' WILLIAM GRELLA GARY OSBORNE SBLAWDEL 6 7 70.59• 10,r W OpD 9CKKHE.4D ' -m EZ 5. s, PLANTER 1 DECK O � DECk T/D!r a. -5.3 ,'ID7 oe JACUZZI 72.72 r/BLKt+iD E[ EL 6.85 .�L m T/BLKtlO E1-6 Q SURVEY OF PROPERTY AT NEW SUFFOLK TOWN OF SOUTHOLD PUFFOLK COUNTY, N.Y. r' 1000 - 117 - 07 - 30 Scab: 1" = 10' 00,.15, 2010 AUG. I-** le/eva/ions 8 fi'ood zone WOOD JETTY hH if WOOD JETTY �O V WOOD JETTY V of NEW),, �1. ME7 >, R,F .., F C No. 49�a ,} .49618 PECON/C SURVEYORS, P.C..- (631) .C.:163/1 765-5020 FAX 16311 765-1797 P.O. BOX 909 1230 TRAVELER STREET g 6 -114 SOUTHOLD, N.Y. 11971 1� .c J Q. J Q � h a O ' 3 I� Y r/BLKt+iD E[ EL 6.85 .�L m T/BLKtlO E1-6 Q SURVEY OF PROPERTY AT NEW SUFFOLK TOWN OF SOUTHOLD PUFFOLK COUNTY, N.Y. r' 1000 - 117 - 07 - 30 Scab: 1" = 10' 00,.15, 2010 AUG. I-** le/eva/ions 8 fi'ood zone WOOD JETTY hH if WOOD JETTY �O V WOOD JETTY V of NEW),, �1. ME7 >, R,F .., F C No. 49�a ,} .49618 PECON/C SURVEYORS, P.C..- (631) .C.:163/1 765-5020 FAX 16311 765-1797 P.O. BOX 909 1230 TRAVELER STREET g 6 -114 SOUTHOLD, N.Y. 11971 James F. King, President pF Soft, Bob Ghosio, Jr., Vice -President �� �� Dave Bergen John Bredemeyer �r Michael J. DominoOl��O BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD To: Southold Town Building Department Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Re: Verification of Building Department Permit Requirements SCTM#: /12-2-3o Property Owner Name: %J�' I f! 1 GcM 6r',P (I oL Date Sent to Bldg. Dept.: f aAs Telephone (631) 765-1892 Fax (631) 765-6641 DR C E U E JUL 2 5 2013 BLDG. DEPT. TOWN OF SOUTHOLD The Office of the Board of Trustees is forwarding the above referenced application for verification of the Building Department's permitting requirements stated below: YES NO Will the r/ proposed project require a Building Permit? Will the proposed project require a variance determination from the Zoning Board of Appeals? Will any part of this application be considered as Demolition as described under Town Code? COMMENTS: Signature of Rev ewer Date 0 T EL 5.17 N ORCHA RD S T. ° VOIF 0 S. 82 SfEo 5`3 OO •• E. l.2• N. 1 EL 5 g ELsp 2.7• A 34, a `WOOD PLA T 3.0, EL 5. ELAINE ROMA GNOL I F'FjVCE [L Z 2 40.0' 2 -� o � � Vv 23 Q w J a ° m — Q! w TER HOUSE " r� `�' ) . N ORCHA RD S T. ° VOIF 0 S. 82 SfEo 5`3 OO •• E. l.2• N. 1 EL 5 g ELsp 2.7• A 34, a `WOOD PLA T 3.0, EL 5. ELAINE ROMA GNOL I F'FjVCE [L Z 2 40.0' -� o� a w a ° 2 S 7 -OR Y — u 3 F ln. Floor E A� HOUSE " Z w> o � z Z o M � w pN z C71 N O b 29 6• O O 0 O 0 J 1 � � PA VE Z! RS v V 10.7• \� C 0"C E O C� C GATE 5.3 ER EL 5.5 W OUTSIDE STONE ON B.B. CURB SHOWEt7 t FENCE d CQVr P/LLARS/TH 0!L El- N. LN. 82.53,00, W. . EL 5.? �b N/O/F FLOOD ZONE FROM FIRM #36103CO501 H n ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209 -SUBDIVISION 2. ALL CERTFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. ANNA L ORI EL 5.8 AREA = 3621 sq. ft. to tie line CERTIFIED TO= WILLIAM GRELLA GARY OSBORNE '0.59, =.O• E � BULKHEAD EL 5./ DECK r/DK. EL. S.s aECk T/DK. EL. 7 02 JACUZZI 7e. 7e, l l "�riBLK,� EL 6.7 DECK ' 1 Qo .c � J J Q h Co o° 3 ' 1- a � rieLKtID EL EL 6.85 0 W J CQ riBLKtO EL 6.0 9I O SURVEY OF PROPER Y AT NEW SUFFOLK TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000 - 117 - 07 - 30 Scale: 1" = 10' Oct 15, 2010 AUG. 12, 2011 (elevations & food zones) WOOD JETTr WOOD JET rr WOOD JETTY JU L ' 4 2013 ,"//7 ~� -+ i' .49618 PECONIC SURVEYORS, P.C.: (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 1230 TRAVELER STREET g 6 -114 SOUTHOLD, N. Y. 11971 GENERAL NOTES & SPECIFICATIONS GENERALNOTES DIVISION 1 1. BIDDERS ARE REQUIRED TO VISIT THE SITE AND ACQUAINT THEMSELVES WITH EXISTING CONDITIONS AT THE SITE. 2. AFFIDAVITS, CERTIFICATIONS, ANDIOR OTHER CREDENTIALS SHALL BE FURNISHED FOR ALL OPERATIONS AND/OR PERSONNEL REQUIRED BY CODE TO BE LICENSED, CERTIFIED OR OTHERWISE QUALIFIED. 3. ALL CONSTRUCTION SHALL CONFORM TO ALL LOCAL AND STATE WILDING CODES AND ORDINANCES AND SHALL COMPLY WITH THE RECOMMENDATION OF THE NEW YORK STATE WILDING CODE MANUAL. 4. DRAWINGS ARE THE PROPERTY OF FRANK FALINO, ARCHTTECT,PLLC. AND SHALL NOT BE REPRODUCED WITH OUT THE PERMISSION OF FRANK FALINO, ARCHITECT,PLLC 5. 'WARNING: IT IS A VIOLATION OF THE NEW YORK EDUCATION LAW SECTION 7209.2 FOR ANY PERSON. UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT OR LAND SURVEYOR, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING PERSON SHALL COMPLY WITH THE REQUIREMENTS OF NEW YORK EDUCATION LAW 7209.2. 6. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. 7. THE CONTRACTOR SHALL CHECK AND VERIFY DIMENSIONS ON THE DRAWINGS WITH ACTUAL MEASUREMENTS OF ALL WORK IN PLACE AT THE SITE AND BE RESPONSIBLE FOR THE CORRECTNESS OF THEM. ANY DIFFERENCE SHALL BE REPORTED IN SUFFICIENT TIME FOR CONSIDERATION AND DIRECTION. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING ALL LINE, GRADES AND BENCH MARKS, NECESSARY FOR PROPER EXECUTION OF THE WORK BEFORE PROCEEDING. ALL SURVEY DATA SHALL BE VERIFIED BY THE CONTRACTOR. 9. ALL WORK SHALL BE EXECUTED IN SUCH A MANNER AS TO PROTECT THE SAFETY OF ALL WORKMEN AND THE PUBLIC. ALL BARRIERS AND OTHER PRECAUTIONARY MEASURES SHALL BE BE REQUIRED FOR SAFETY DURING THE ENTIRE CONSTRUCTION OPERATION. 10. OWNERICONTRACTOR(S), ARE RESPONSIBLE FOR INSPECTION, APPROVALS, PERMITS, CERTIFICATE OF OCCUPANCY, UL APPROVAL, ETC. 11. THE CONTRACTOR SHALL DELIVER TO THE OWNER, UPON SUBSTANTIAL COMPLETION OF THE WORK, A WRITTEN GUARANTEE TO COVER A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION AND ACCEPTANCE BY THE OWNER, 12. ANY AND ALL CHANGES TO WORK MUST BE PRESENTED TO OWNER, IN WRITING, FOR APPROVAL, PRIOR TO COMMENCEMENT. ALL PRICING INCLUDING CREDITS, OR ADDITIONS ARE TO BE FURNISHED TO OWNER AS PART OF CHANGE ORDER SUBMITTALS IN ACCORDANCE WITH T.iE GENERAL CONTRACT. SITE WORK DIVISION 2 1. CONTRACTOR SHALL CLEAR NL GRUB THE ENTIRE AREA AS REQUIRED TO FACILITATE THE CONSTRUCTION PROCESS. REMOVE ALL BRANCHES, STUMPS, ROOTS, ETC. t DISPOSE OF OFF SITE. 2. CONTRACTOR SHALL BE REQUIRED TO LOCATE ALL EXISTING SUBSURFACE UTILITIES NL TAKE PROPER PRECAUTIONS NOT TO DISTURB THESE ITEMS. HAND DIG/ EXCAVATE AS REOD. NOTIFY PROPER AUTHORITIES, INSPECTORS, AS REQUIRED BY LOCAL i STATE CODE. 3. BACKFILL SHALL BE ACCOMPLISHED IN LIFTS NOT TO EXCEED IT IN DEPTH. COMPACTION SHALL BE AT A MINIMUM OF 95% OF THE MODIFIED PROCTOR DENSITY AND AT OPTIMUM MOISTURE CONTENT. THE MATERIAL SHALL CONTAIN LESS THAN 12% PASSING THE 8200 SIEVE. 4. CONTRACTOR SHALL STRIP NL STOCKPILE ALL TOPSOIL LOCATED WITHIN THE CONSTRUCTION AREA LIMITS. 5, CONTRACTOR SHALL TAKE PROPER PRECAUTIONS TO NOT DISTURB ANY EXISTING STRUCTURE, FOOTING VOR FOUNDATIONS DURING EXCAVATION VOR BACKFILLING. ANY UNDERMINING WHICH OCCURS DURING EXCAVATION SHALL BE REPAIRED VIA UNDERPINNING NL SIMILAR PROCESSES. 6. DEMO - TEST FOR LEAD AND FOLLOW PROPER REMOVAL NL DISPOSAL REQS, INCLUDING CERTIFICATION CONCRETE DIVISION 3 1. ELEVATION OF FOOTING BOTTOMS SHALL NOT BE LESS THAN 3'-0' BELOW EXISTING GRADE AND SHALL BE WELL DRAINED, PUMP AS REQUIRED. 2. ANCHOR BOLT SPACING FROM ENDS OF FOUNDATION WALLS SHALL BE 12' MAX i SPACED 0 30" OC MAX. 3. FOOTINGS TO BEAR ON UNDISTURBED SOIL (VIRGIN) OF ONE TON PER SQUARE FOOT SEARING CAPACITY. 4. CONCRETE TO BE READY MIXED, AND NO CONCRETE SHALL BE PLACED UNDER 40 DEGREES FAHRENHEIT. 5. CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO LESS THAN *4P FROM ANY PIER AND A MAXIMUM OF 50'-0' APART. REINFORCEMENT SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS. DO NOT USE HORIZONTAL CONSTRUCTION JOINTS. 6. SLABS ON GRADE SHALT. BE PLACED BY STRIP PLACING METHOD (MAXIMUM WIDTH 20' X INFINITE LENGTH). WITH CONTROL JOINTS (SAW CUT) MAXIMUM 20'-0' O.C.). CONSTRUCTION JOINTS SHALL BE PLACED ALONG LENGTH OF PLACEMENT AND AT END OF PLACEMENT. 7. CONTINUOUS CONCRETE FOOTINGS ARE SHOWN. FOOTING STEPS AS PER REQUIREMENTS OF LOCAL BUILDING CODES. UNEQUAL BEARING IS NOT PERMITTED. B. FURNISH 3500 PSI STONE AGGREGATE CONCRETE. ALL CONCRETE SHALL CONFORM TO ACI 301-95. 9. ALL REINFORCEMENT OTHER THAN MESH SHALL BE DEFORMED TYPE INTERMEDIATE GRADE BILLET. " 10. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-165. 11. TEMPERATURE REINFORCEMENTS, SPLICES, SUPPORTS FOR REINFORCEMENTS SHALL CONFORM TO REQUIREMENTS OF ACI - 318, 2008 12. CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 40 DIAMETERS AT SPLICES AND CORNERS AND HOOKED AT NON -CONTINUOUS ENDS. REINFORCEMENT SHALL BE DETAILED IN ACCORDANCE WITH SP -06(04) 13. PROVIDE TWO 05 BARS FOR ALL SIDES AT OPENINGS IN CONCRETE WALLS UNLESS OTHERWISE NOTED. EXTEND BARS 7-0' BEYOND OPENINGS, HOOK ENDS. 14. PROVIDE SLEEVES AND BOX OUT FOR OPENINGS REQUIRED BY MECHANICAL TRADES. OPENINGS SHALL BE PLACED SO THAT STRENGTH OF STRUCTURAL MEMBERS IS NOT AFFECTED. 15. MAINTAIN A MAXIMUM SLOPE OF ONE VERTICAL TO TWO HORIIZONTAL BETWEEN BOTTOMS OF ADJACENT FOOTINGS, INCLUDING BOTTOM OF EXISTING FOOTINGS. MASONRY DIVISION 4 1. ALL CONCRETE BLOCK SHALL BE LOAD BEARING AND SHALL CONFORM TO ASTM STANDARD C -N GRADE N UNITS. 2. FILL BLOCKS SOLID UNDER CONCENTRATED LOADS IN ALL BLOCK WALL ABOVE AND BELOW GRADE. ALL ANCHORAGE PLACED IN MASONRY TO BE FILLED SOLID WITH CONIC. 3. PROVIDE VERTICAL CONTROL JOINTS IN BLOCK WALL 30'4" O.C. MAXIMUM USING PREMOULDED FILLER AND JAMB BLOCK UNLESS OTHERWISE DETAILED ON DRAWINGS. 4. ALL BLOCK WALLS SHALL BE CONSTRUCTED WITH GALVANIZED WALL REINFORCEMENT TO BE TRUSS TYPE (!)GAUGE) AND PLACED 1'4' O.C. VERTICALLY, WIDTH AS RECOMMENDED BY MANUFACTURER. 5. NO MASONRY CONSTRUCTION TO BE INSTALLED UNDER 36 DEGREES FAHRENHEIT, NO CINDER BLOCK PERMITTED. BLOCK TO BE CLEAN AND PLUMB. THERE SHALL BE NO DIMENSIONAL. VARIATION IN EXCESS OF '1/4". S. USE TYPE M CEMENT MORTAR, ALL MEASURED BY VOLUME PER ASTM C270-73. 7. ALL NECESSARY WIRING, ANCHORING DEVICES, INSERTS AND, ITEMS RELATED TO OTHER TRADES, ATTACHING TO CONCRETE, SHALL BE INSTALLED BY MASON CONTRACTOR. i. MASONRY REINFORCEMENT GALVANIZED TRUSS DESIGN SIMILAR TO DUR-O-WALL OR EQUAL, TO HAVE NOV SIDE BAR X NO.9 CROSS BARS. REINFORCEMENT SHALL BE OF WIDTHS RECOMMENDED BY MANUFACTURER FOR VARIOUS WALL THICKNESS' REQUIRED, NO LESS THAN 5W MORTAR COVER OVER THE SIDE RODS, HEAVIER GAUGE REINFORCEMENT SHALL BE USED FOR FOUNDATIONS AS NOTED. METALS DIVISION 5 1. STRUCTURAL STEEL TO BE DESIGNED BY DISC SPECIFICATION FOR DESIGN, FABRICATION, AND ERECTION. USE TO PER SQUARE FOOT DEAD NL LIVE LOADS. 2. ROLLED SHAPES AND PALTED SHALL CONFORM TO ASTM 572 GRADE 50 UNLESS OTHERWISE NOTED. 3, SHOP CONNECTIONS TO BE WELDED FIELD CONNECTION TO BE 314' DIAMETER ASTM A-= TYPE N CONNECTION, U.O.N., EXCEPT WHERE FIELD WELDED IS NOTED. 4. WELDING TO COMPLY WITH AWS SPECIFICATIONS. USE E70XX ELECTRODE. 5, ALL STEEL TO RECEIVE ONE COAT OF RUST INHIBITIVE PAINT (MINIMUM) APPLIED AT FACTORY. 6. PROVIDE 114' ANGLE ANCHOR WITH STUD; FIELD WELD TO ALL BEAMS RESTING ON MASONRY AND CONCRETE. UNLESS OTHERWISE NOTED ON DRAWINGS 7, PROVIDE 117 BEARING PLATE AT ENDS OF ALL JOIST AND BEAM RESTING ON MASONRY OR CONCRETE. PROVIDE CROSS BRIDGE PER MANUFACTURERS RECOMMENDATION. B. CONNECTION TO BE ANGLE CONNECTIONS UNLESS NOTED. 9. BASE PLATES TO BE ANCHORED WITH (4) 314' DIAMETER X 6' LONG ANCHOR BOLT UNLESS OTHERWISE NOTED ON DRAWINGS. 10. FABRICATOR SHALL SUPPLY SHOP DRAWINGS WITH N.Y.S. LICENSED ENGINEERS SEAL INDICATING ALL DESIGN LOADS, CONNECTIONS ERECTION DETAILS. CONTRACTOR SHALL BE RESPONSIBLE TO CHECK CORRECTNESS OF SHOP DRAWINGS PRIOR TO ACCEPTANCE AND SUBMISSION TO BUILDING DEPARTMENT. 11. ALL BRIDGING TO BE INSTALLED BEFORE CONSTRUCTION LOADS ARE PLACED ON JOISTS AND BOLTED TO END BEAMS OR WALL AT TOP AND BOTTOM CHORDS. 12. ALL LOOSE LINTELS TO HAVE MINIMUM OF 6" BEARING AT EACH END OF M.O. PROVIDE FLASHING AT EXTERIOR OF ALL OPENINGS. ALL WIDE FLANGE LINTELS TO HAVE 10' MINIMUM BEARING ON EACH END OVER 1S' MASONRY. 13. FASTENERS, HANGERS, AND TIE -DOWN CONNECTORS THAT COME IN CONTACT WITH A.C.Q. TREATED LUMBER MUST BE DESIGNED FOR SUCH USE. (CHECK MANUFACTURER'S SPECIFICATIONS.) WOOD & PLASTICS DIVISION 6 1. ALL FRAMING LUMBER AND DETAILS OF WOOD CONSTRUCTION SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND STEEL FASTENINGS (INCLUDING) SUPPLEMENT NO.1). ALL NEW FRAMING LUMBER FOR JOISTS AND LOAD BEARING STUD WALLS AND WOOD COLUMNS SHALL BE DOUG FIR (NORTH) F111=1000 PSI. ALL LUMBER SHALL BE GRADE MARKED AT MILL AND SHALL BE SURFACE DRY. ALL EXTERIOR LUMBER TO BE WESTERN CEDAR (Fb=725PSI) 2. SHEATHING SHALL BE AS SHOWN ON DRAWINGS, AND WILL COMPLY WITH APPLICABLE RESIDENTIAL STANDARDS: ROOF SHEATHING - U2' COX, MAXIMUM SPAN 16' O.C. USE SOLID SHEATHING AT ALL EAVES AND VALLEYS. SUB FLOOR TO BE 314' THICK TNLG C -D INT -APA WITH EXTERIOR GLUE. MAXIMUM SPAN 24' O.C. FASTEN WITH CONSTRUCTION ADHESIVE AND WOOD SCREWS. WALL SHEATHING TO BE 1/2" THICK COX INT -APA WITH MAX SPAN 24' O.C. UNLESS OTHERWISE NOTED ON DRAWINGS 3. CONTRACTOR TO VERIFY THAT BEAMS, JOISTS AND HEADERS, ARE APPLIED 'CROWN UP'. 4. PROVIDE CROSS BRIDGING AT MAXIMUM RP4' O.C. FOR ALL WOOD JOIST. NO JOIST SHALL BE CUT OR NOTCHED WITHOUT PRIOR APPROVAL 5. FIRESTOP ALL CONCEALED SPACES TO CODE THERMAL & MOISTURE PROTECTION DIVISION 7 1. ROOFER TO GUARANTEE MATERIAL AND INSTALLATION OF ALL ROOFING AS MANUFACTURER SUGGESTS & FOR 15YEARS MINIMUM, METAL FLASHING FOR 5 YEARS. A WRITTEN GUARANTEE TO BE SUBMITTED TO OWNER PRIOR TO FINAL ACCEPTANCE AND PAYMENT. 2. FLASHING TO BE ALUMINUM, COPPER OR, LEAD COATED COPPER, If GAUGE TO BE LAPPED AND SOLDERED ACCORDING TO BEST PRACTICES. 3. GUTTERS AND LEADERS TO BE SEAMLESS ALUMINUM, COLOR PER SPECIFICATIONS. PITCH TO LEADERS. CONNECT TO SITE DRAINAGE AS DETAILED. 4. COLOR SAMPLES OF SIDING AND TRIM SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL. 5. INSULATION TO BE KRAFT,OR FOIL FACED FIBERGLASS BLANKETS OR AS INDICATED ON DRAWINGS. DOORS & WINDOWS DIVISION 8 1. FIXED UNITS TO BE V INSULATED GLAZED UNITS WITH PROFILES TO MATCH ADJACENT UNITS. 2. CONTRACTOR TO SUBMIT WRITTEN (1) ONE YEAR WARRANTY TO REPAIRREPLACE DEFECTIVE MATERIALS OR WORKMANSHIP. WARRANTY PERIOD TO BEGIN AFTER DATE OF FINAL ACCEPTANCE OF ALL WORK. 3. GLASMAAZING TO BE CLEANED PRIOR TO FINAL INSPECTION. 4. WOOD DOORS WILL BE FULLY WEATHER STRIPPED SIZES AS INDICATED ON THE DRAWINGS. DOORS TO HAVE U FACTOR OF .40 OR LESS, WITH V DOUBLE INSULATED GLAZING AS INDICATED. 5. ALL DOORS TO BE HUNG WITHIN 48 HOURS AFTER DELIVERY. DOORS THAT HAVE WARPED PRIOR TO INSTALLATION ARE TO BE REPLACED AT NO COST TO OWNER SEE DOOR SCHEDULE. 6. HURRICANE GLASS NOT REQUIRED AS BUILDING IS GREATER THEN 1 MILE FROM COAST LINE. DIVISION 9 1. MATERIAL TO BE DELIVERED TO JOB IN ORIGINAL CARTONS OR BUNDLES, AND STORED IN DRY AND PROTECTED AREA, AWAY FROM THE ELEMENTS. 2. GYPSUM WALLBOARD SHALL BE 17 ORAS INDICATED ON DRAWINGS. 3. WATER RESISTANT WALL HOARD SHALL BE SHEETROCK MIR OR EQUAL. 4. CONCRETE GLASS FIBER REINFORCED BOARD SHALL BE WONDERBOARD WALL SYSTEM 36'X4B'X7/Ir AS MANUFACTURED BY MODULARS INC., OR EQUAL. INSTALL AS INDICATED. ON DRAWINGS AND IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. PROVIDE CONTINUOUS 6 MIL VAPOR BARRIER AROUND SHOWER ENCLOSURE. 5. METAL TRIM, ACCESSORIES, INCLUDING CORNER BEADS; CASING BEADS, AND EDGE TRIM, SHALL BE STANDARD TYPE GALVANIZED STEEL AS INDICATED ON DRAWINGS. 6. FASTENERS FOR ATTACHMENT OF GYPSUM BOARD TO WOOD STUDS AND FURRING, SHALL BE CADIUM PLATED OR EQUAL RUSTPROOF TREATED. TYPICAL USG BRAND DRYWALL NAIL OR EQUAL USING SELF TAPPING SCREWS FOR ATTACHMENT TO METAL FURRING CHANNELS. 7. CONTRACTOR TO SUPPLY ALL LABOR AND MATERIALS FOR A COMPLETE MUD WSTALLATION ON ALL TILE FLOORS. UNLESS OTHERWISE NOTED ON DRAWINGS B. PREPARE ALL INTERIOR SURFACES; CLEAN, CAULK, SANDPAPER, ETC., PRIOR TO PAINTING. 9, PROVIDE PROTECTION (DROP CLOTHS, PLASTIC SHEETS) AND CLEAN ALL SPOTS CAUSED BY THE WORK 10. COLOR ARE TO BE APPROVED AND SELECTED BY ARCHITECT t OWNER. CONTRACTOR TO SUPPLY SAMPLES FOR APPROVAL 11. ALL MATERIALS TO BE BROUGHT TO JOB IN ORIGINAL PACK48ING AND MIXED ON-SITE. 12. BACK PAINT ALL EXTERIOR WOOD TRIM. 13. EXTERIOR WOODWORKTO BE PRIMED COMPN.ETELY, PRIOR TO INSTALLATION,. NO EXTERIOR STAINING TO BE DONE WHEN THE TEMPERATURE IS BELOW 50 DEGREES FAHRENHEIT, UNLESS PRIOR APPROVAL IS GRANTED. ALL SURFACES ARE TO BE DRY AND OUT OF DIRECT SUNLIGHT WHEN PAINTED. HARDWARE AND FINISHES TO BE MASKED TO PREVENT DAMAGE FROM PAINTING. MECHANICAL DIVISION 15 PLUMBING I. FURNISH AND INSTALL NECESSARY WASTE AND WATER TO ACCOMMODATE FIXTURE AND FAUCET LOCATIONS AS PER PLANS AND CODES. 2. PROVIDE PROPER VENTING, TO CODE. 3. PRESSUREWET TEST ALL PIPING PRIOR TO INSTALLING AND INTERIOR WALL FINISH. 4. RELOCATE GAS, WATER, SEPTIC SUPPLY, NL WASTE LINES AS REQ'D BY CODE. MECHANICAL 1, ALL HVAC EQUIPMENT AND SYSTEMS TO BE GUARANTEED FOR TWO YEARS ON ALL PARTS AND LABOR, AND FOR FIVE YEAR ON COMPRESSOR 2.. SEPARATE AND COMPLETE HVAC SHOP DRAWINGS, MANUFACTURERS PRINTED LITERATURE, CUTS, BROCHURES, CATALOGUES AND PERFORMANCE TABLES TO BE SUPPLIED FOR APPROVAL AND ACCEPTANCES BY OWNER PRIOR TO JOB START. U.O.N. 3. FILE ALL PERMITS i PAY ALL FEES AS REQUIRED. 4. PROVIDE ALL CUTTING AND PATCHING AS REQUIRED. ALL INSTALLATIONS SHALL BE WEATHERTIGHT. 5. PROVIDE ALL ROOF AND WALL FLASHING, CAULKING AND SEALANT. ELECTRICAL DIVISION 16 1. FILE ALL PERMITS AND PAY ALL FEES AS REQUIRED. 2. INSTALL AND MAINTAIN TEMPORARY LIGHT AND POWER FOR TRADES. 3. ALL ELECTRICAL WIRING, FIXTURES, OUTLETS, SWITCHES, AND EQUIPMENT TO BE PROPERLY GROUNDED. 4.1 SUBMIT LAYOUT DRAWINGS, MANUFACTURERS LITERATURE, CUTS AND SPECS. FOR ACCEPTANCE AND APPROVALS BEFORE START OF WORK 5. COORDINATE LAYOUT DRAWINGS WITH HVAC, PLUMBING, ETC. AND PROVIDE PROPER WIRING AND ELECTRICAL OPERATIONS FOR ALL EQUIPMENT. 6. ALL FLUORESCENT FIXTURES SHALL BE PROVIDED WITH WATT SAVER BALLAST AND T -B LAMPS. 7. MATERIAL HANDLING & STORAGE 1. ALL MATERIALS SHALL BE PROTECTED FROM WEATHER WITH WATERAESISTANT TARPS. 2. ALL TARPS SHALL BE SECURED TO GROUND OR STRUCTURE TO PREVENT WIND UPLIFT. 3. ALL MATERIALS SHALL BE STOCK -PILED NEATLY & IN AN ORGANIZED MANNER. LOSS OF MATERIALS DUE TO LACK OF ORGANIZATION WILL BE THE CONTRACTORS SOLE RESPONSIBILITY NL COST. 4. SUBMIT LAYOUT DRAWINGS, MANUFACTURERS LITERATURE, CUTS AND SPECS. FOR ACCEPTANCE AND APPROVALS BEFORE START OF WORK SECTION R904 - MATERIALS ALL RESIDENTIAL CONSTRUCTION SHALL COMPLY WITH SECTION OF THE CODE WHERE REFERENCING ROOF MATERIALS, COMPATIBILITY OF MATERIALS, MATERIAL SPECIFICATIONS AND PHYSICAL CHARACTERISTICS AND PRODUCT IDENTIFICATION. INSTALL A MIN. OF ONE CARBON MONOXIDE DETECTOR IN THE VICINITY OF SLEEPING AREAS. SINGLE AND MULTIPLE STATION ALARMS AS PER STATE CODE. 8904.4 PRODUCT IDENTIFICATION- ROOF COVERING MATERIALS SHALL BE DELIVERED IN PACKAGES BEARING THE MANUFACTURER'S IDENTIFYING MARKS AND APPROVED TESTING AGENCY LABELS WHEN REQUIRED. NWA ATTACHMENT- ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER. FOR NORMAL APPLICATIONS, ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS THAN FOUR FASTENERS PER STRIP 51HINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE. WHERE THE ROOF SLOPE EXCEED 20 UNITS VERTICAL IN 12 UNITS HORIZONTAL SPECIAL METHODS OF FASTENING ARE REQUIRED. EXCEPTIONS: ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE WHERE THE ROOF IS IN ONE OF THE FOLLOWING CATEGORIES: 1. THE BASIC WIND SPEED PER FIGURE R3012(4) IS 110 MILES PER HOUR OR GREATER AND THE SAVE IS 20 FEET OR HIGHER ABOVE GRADE. 2. THE BASIC WIND SPEED PER FIGURE R301.2(4) IS 120 MILES PER HOUR OR GREATER. 3. SPECIAL WIND ZONES PER FIGURE R301.2(4). R905.2.7.1 ICE PROTECTION - IN ALL OF NASSAU AND SUFFOLK COUNTY AN ICE BARRIER THAT CONSISTS OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF A SO F,ADHERING POLYMER MODIFIED BITUMEN TOGETHER OR OF A am c-Amcniun POLYMER MODIFIED BITUMEN SHEET, SHALL BE USED IN LIEU OF NORMAL UNDERLAYMENT AND EXTEND FROM TH POINT 24 INCHES INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. DOUBLE ROOF UNDERLAYMENT (FELT) FOR ROOFS >--2:12AND 04:12 L d JUL 2 4 2013 SECOND FLOO ALL PLUMBING SHALL BE INSTALLED ACCORDING TO NYS PLUMBING CODE. PLUM CONTRACTOR SHALL PAY A FEES do FILE ALL PERMITS. A-0.0 A-0.1 EX1 A-1.0 A-2.0 A-3.0 A-4.0 DRAWING INDEX GENERAL NOTES & PLUMBING RISER FRAMING DETAILS, SCHEDULES EXISTINGIDEMOLITION PLANS AND ELEVATIONS FOUNDATION & GROUND PLAN & PILE DETAIL FLOOR PLAN_ _S_ SECTIONS ELEVATIONS WALL TYPE DESCRIPTIONS DESCRIPTION DOUG -FIR 42 WOOD STUDS (VERIFY EXIST. STUD SIZE) @16'OC W11/7 GYPSUM BOARD ON BOTH SIDES' EXTERIOR WALLS DOUG -FIR 92 WOOD STUDS (VERIFY EXIST. STUD SIZE) @1VW W1112" GYPSUM BOARD ON INT SIDE B 1/7 COX PLY SHEATHING EXT.' 'UNLESS OTHERWISE NOTED ON DRAWINGS EXISTING WALLS EXISTING TO REMAIN. MODIFY EXISTING FINISHES WHICH ARE ADJACENT TO NEW CONSTRUCTION FOR A CONSISTANT i COHESIVE APPEARANCE DEMOLITION ALL ITEMS & SYSTEMS BEING REMOVED SHALL BE COMPLETED IN A MANNER WHICH COORDINATES WITH THE INTENT OF NEW CONSTRUCTION SYMBOLS_ !� ELEVATION MARKER ® SMOKE DETECTOR ® CARBON MONOXIDE DETECTOR ISSUE DATE: DIRECTION OF JOIST'S SPAN ® WOOD POST 3,V STL. LALLY COL. FIBERGLASS INSULATION _MF MECHANICAL EXHAUST FAN A" C'VLJ A11[ -T SYMBOL KEY FILE LOCATION: REVISIONS: - - NO.1 DATE I DESCRIPTION ISSUED TO: 2XSSTUDS@IS- O.C, 04/04/13 MTG. WITH NEW SUFFOLK 05/01/13 MTG. WITH REILLY 05/13 OWNER FOR REVIEW 07/03/13 FILING SET DISCLAIMER: DRAWINGS ARE THE PROPERTY OF FRANK FALINO, ARCHITECT,PLLC. AND SHALL NOT BE REPRODUCED WITHOUT THE PERMISSION OF FRANK FALINO, ARCHITECT,PLLC 'WARNING: IT IS A VIOLATION OF THE NEW YC EDUCATION LAW SECTION 7209.2 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE ABBREVIATION A.F.F. = ABOVE FINISHED FLOOR BD = BOARD BTW = BETWEEN CANT = CANTILEVER CJ = CEILING JOIST ELEV = ELEVATION EXT. = EXTERIOR F.F. = FINISHED FLOOR FJ = FLOOR JOIST FL = FLOOR FND= FOUNDATION FTG = FOOTING HDR = HEADER HORIZ. = HORIZONTAL INT. = INTERIOR R.R. = ROOF RAFTER STL = STEEL W/ = WITH V.I.F. = VERIFIY IN FIELD TYP = TYPICAL PLUMBING RISER DIAGRAM NTS SDIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT OR LAND SURVEYOR, ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING PERSON SHALL COMPLY WITH THE REQUIREMENTS OF NEW YORK EDUCATION LAW 7209.2'. ARCHITECT'S SEAL: FRANK FALINO A R C H I T E C FRANK FALINO T ARCHITECT, PLLC DESIGN & CONSTRUCTION 16 Harbor Road Port Washington, NY 11050 Tel. 631-375-5511 I FALINO@OPTONLINE.NET I CLIENT INFO: Osborne-Grella Residence 1200 First Street New Suffolk, New York PROJECT TITLE: OSBORNE-GRELLA RESIDENCE PROJECT DESCRIPTION: ADDITION PHASE: DESIGN DEVELOPMENT CHECKED BY: ISSUE DATE: FF 07/2012 DRAWN BY: CURRENT DATE: TMD 07/01 /13 DRAWING TITLE: FLOOR PLANS SHEET NO: ABB>•01111110 NAILING SCHEDULE(EXPOSURE "B") (PER WFGM 2001) JOINT DE5GRIPTION NUMBER COMMON NN AILNAIL 5PAGIN6 R O O F= F= R C5:� RAFTER TO TOP PLATE (TOE-NAIILED) 3 - 8d PER RAFTER CEILIN6 JOIST TO TOP PLATE (TOE -NAILED) 3 - 8d PER J015T CEILIN6 JOIST TO PARALLEL RAFTER (FACE -NAILED) (HEEL JOINT) RAFTER 51 -OPE: 3:12 4:12 5:12 1:12 q:12 AND 6RE^TER 13 - I6d 10 - Ibd 8 _16d 6 - I6d 4 - Ibd EACH LAP GEILIN6 J015T LAPS OVER PARTITION (FACE -NAILED) RAFTER SLOPE: 3:12 4:12 5:12 1:12 q:12 AND 67REATER 13 - I6d 10 - I6d 8- Ibd 6 - I6d 4 - Ibd EACH LAP COLLAR TIE TO RAFTER (FACE -NAILED) RAFTER SLOPE: 3:12 4:12 5:12 6:12 AND 6REATER 5 - IOd 4 - IOd 3 - IOd 3 - IOd PER TIE BLOGKIN& TO RAFTER (TOE -NAILED) 2 - ad EACH END RIM BOARD TO RAFTER (END -NAILED) 2 - I6d EACH END Yet ra• L L F= R M I TSI c- TOP PLATE TO TOP PLATE (FAGIE-NAILED) 2 -I6d I PER FOOT TOP PLATES AT INTERSECTIONS (FAGS -NAILED) 4 - I6d JOINTS -EACH SIDE STUD TO STUD (FAGS -NAILED) 2 -I6d 24" O.G. HEADER TO HEADER (FAGE-NAILED) I6d 160 OG ALONG EDSES TOP OR BOTTOM PLATE TO STUD (END -NAILED) 2 - I6d PER STUD BOTTOM PLATE TO FLOOR JOIST, BANDJOI5T, ENDJOIST OR BLOGKI (FACE -NAILED) 2 - Ibd I�2 PER FOOT F= L O O R F= R M I N S JOIST TO SILL, TOP PLATE OR GIRDER (TOE -NAILED) 4 -8d PER JOIST BRID61N6 TO JOIST (TOE -NAILED) 2 - ad EACH END BLOCKING TO JOIST (TOE -NAILED) 2 - ad EACH END BLOCKING TO SILL OR TOP PLATE (TOE -NAILED) 3 - I6d EACH BLOCK LEDGER STRIP TO BEAM (FAGE-NAILED) 3 - Ibd EACH JOIST J015T ON LEDGER TO BEAM (TOE -NAILED) 3 - 8d PER JOIST BAND JOIST TO JOIST (END -NAILED) 3 - l6d PER J015T BAND JOIST TO SILL OR TOP PLATE (TOE -NAILED) 2 - I6d PER FOOT O O F= !E, H E= T H 1 Nc� STRUCTURAL PANELS: INTERIOR ZONE? PERIMETER EDGE ZON_ 16 PANEL ED6E5 INTERMEDIATI FORTS led b" 12" ad 6" 6" 6ABLE ENDHALL RAKE WITH LOOKOUT BLOCK led q." 4' G E I J.._ I N Cc S H E -F H I TSI c!F7 GYPSUM WALLBOARD 5d GOOLER5 1" EDGE / 10" FIELD S H E T H I N cl C STRUCTURAL PANEL5/14ARDBOARD INTERIOR ZONE(' 4' EDGE ZONE 6 1 PANEL ED6E5 INTERMEDIATI SUPPORTS ad 6" 12" ad (0 12" FIBERBOARD PANELS: 1/I6" 25/32" bd 3 ad13 3" EDGE / b" FIELD 3" EDGE / b" FIELD GYPSUM WALLBOARD 5d COOLERS 1" EDGE / 10" FIELD PARTICLE BOARD PANELS ad SEE MANUFACTURER F= I O O R S F-1 E= -F i-4 1 N C-Ei� STRUCTURAL PANELS: V OR LESS GREATER THAN I" led IOd b" EDGE / 12" FIELD 6" E06E / 6" FIELD WINDOW NOTE: If house Is In a wind-borne debrls region, all new windows and glass doors shall meet the requirements of the large missile test of ASTM I414116 and or ASTM E 1886. a& The contractor shall provide pre-cut 1/2" plywood panels to cover the ggla�zed opening 4 shall pre drill s to accept 2W s6 woad screws 0 ib for panbl span less Vian or equal to 6'; • 12"o.e. for pcml span 6'-" to. CODE ANALYSIS OCCUPANCY: Resldentlal-Single Family Detached Residential code of New York State (200-1 EDITION) Wood Frame construction Manual AF 4 PA (2001 EDITION) Climate Zone: IIB Degree Days: 511 1 '7916 1I n.1rx. Decks/Balconies: 60 psf Attks:20 psf ROOM =than than Sleeping Rooms: 40 psf SLe h9 ms: 30 psf Stairs: 40Rooppssf Handralls: 2006 Roof: 20 psf; ground snow load 20psf Basle Wlnd Speed: 110 mph Uplift: 22 pot Dead Loads: 10 psf DEFLECTION LIMITS: Rafters with no finished telling attached: L / 160 Floors: L / 360 ENERGY NOTES I. Calculations are valid T to 501gq degree days. 2. certified conformance for Zone IIB. 3. Wood framed floors, walls and call" shall have anroved V apor barrier (permeants rating of TA perm) Installed oappn the "warm in winter side of thermal Insulation. 4. Windows and sliding doors shall have a max. air Infiltration rating of 0.3 CFM per square foot of window area. Swinging doors shall have a max. air infiltration rate of 05 CFM per square foot of door area. 5. 54111ght shafts shall have a minimum Insulation value of R-Iq. 6. Garages - front, sides, doors, Interlor shall have max. U=.40 -7. All fireplaces hall be provided wlih a damper for outside combustion air 150-200 CFM. All flues shall have tight seated damper with a max. air leakage of 20 CFM. All firepkzces shall have tight- fitting non-combustible doors. 6. The Contractor shall submit the design, size and type of mechanical systems which will be used, In suffklent detall, as required by the Building Department. q. All thermostas shall be adjustble from 55 degrees to 65 degrees Farenholt. 10. All ducts and pipes shall be Insulated as required by code. II. HVAC Contractor shall verify heat loss calculations. 12. All cellar and/or basement doors shall be Insulated. 13. The Engineer certifies that to the best of his knowlodge, belief, and Wesslmwi �udgerment that the plans aro in compliance with Energy Conservation construction Code of New York State. (August, 200-1) SAFETY GLASS REQUIREMENTS SAFETY 6LASs REQUIRED AT THE FOLLOWING LOCATIONS: I• Any glazing in any door type 2• Glazing in any walls enclosing a shower, tub, sauxa or steam room! 3. AN windows within 240 of a door.* 4.Individual pane of lass with an area greater than 41.0 sq. ft. where the bottom is les than 16" above tl-ie adjacent finish floor within 368 of the window. 5. Glazing in walls of spas, hot tubs or indoor pools within 5'-0" of the water! 6• blazing In stairways and landings within 3'-0' horizontally of a walking surface! « THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM ED6E OF THE 6i -A55 15 MORE THAN 60' ABOVE THE FLOOR. ASPHALT ROOF SHINGLE NOTES I. Asphalt roof shingles shall have self-sealing strips or shall be Interlocking and shall comply with the requirements of ASTM 0-225 or D-346, Installed In accordance with sect.R405.2 2. All fasteners for asphalt roof shingles shall be galvanized steel, stainless steel, aluminum, or copper roofing nails. Fasteners shall be minimum 12 gage shanked with a minimum 3/6" dia. head, and of sufficient length to penetrate through the roofing materials 3/4' and into the sheathing. 3. Asphalt roof shingles shall have the mknh ml number of fasteners as required by the manufacturer. 4. For normal appllcatlons, asphalt roof shingles shall be secured to the roof with no less than four (4) fasteners per strip shingle or two (2) fasteners per Individual shingle. 5. Asphalt strip shhgles shall have a minknum of six (6) fasteners per shingle where the eave is 20 feet or higher above grade or where the base wind speed is 120 mph or greater. GENERAL CONSTRUCTION NOTES I. All work shall conform to the requirements of the Resldentlal Code of New York State; all work shall also conform to the requirements of any other Codes and authorities hay" Jurisdiction. The Contractor shall obtain and arrange for all required permits, inspection, certificates and tests. 2. All foundations shall rest on undisturbed soil of I T5.F. bearing capacity; contractor shall have the level of acceptable bearing strata verified In the field. 3. Concrete has been designed In accordance with AGI 316-02 "Building Code Require- ments for Structural Concrete". All concrete work shall conform to requirements and recommendations of AGI -801-901 'Speed ations for Structural Concrete for Buildings" (fc" - 3000 psi); All exposed slabsgarage slabs, and steps shall be 355 psi air -entrained. Reinforcing steel shall conform to ASTM A-615 Grade 60. 4. All framing members shall be Hem -Fir sl f,'f'b - q-15psO, provide (2) 2x6 header over all wall openings, unless otherwise noted. 5. Mkcro-lam girclers (MU shall be laminated veneer lumber with E=1,01004)00 PSI. r -b - 2,600 PSI, as manufactured by TRU5-JOIST WMILLAN. NAILING NOTES 6. Double frame around all openings, under parallel walls and under bathtubs. Provide I. NAILING REQUIREMENTS ARE BASTED ON WALL SHEATHING NAILED 6" ON CENTER AT THE PANEL EDGE. IF WALL Simpson hanger connections at all flush structural load bearing conditions. SHEATHING 15 NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS All concrete block shall conform to ASTM CAO: Mortar shall be type "M" FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED& All steel work shall conform to the requirements of the AISG-Specifioatlors for TO MAINTAIN THE LOAD PATH. Design, Fabrication and Erection of Structural Steel for Buildings'. Steel shall conform 2. WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE to ,STM A-5-12(61RADE 50) and A-301 PERMITTED TO BE REDUCED TO I - I6d PER FOOT. q. All electrical work shall conform to local NEC, and Underwriters Laboratory requirements. 3. CORROSION RE-515TANT II GAGE ROOFING NAILS AND 16 GA&E STAPLES ARE PERMITTED; CHECK IBC FOR ADDITIONAL REQUIREMENTS. 10. Fro -fabricated fireplaces aid flues shall be UL approved. 4. ALL QUANTITIES ARE BASED ON 16" Or, 5PAGIN6 FOR RAFTERS, JOISTS AND STUDS. IL Install smoke detectors and carbon monoxide detectors In accordance with all 5. FOR ROOF SHEATHING WITHIN 4 FLEET OF THE PERIMETER EDGE OF THE ROOF, INGLUDING 4 FEET ON EACH 51DE OF THE state and local code requirements. ROOF PEAK, THE 4 FOOT PERIMETER E06E ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. b. FOR HALL 5HEATHIN6 WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT REGUIREMENT5 5HALL BL2' USED. CLIMATIC & GEOGRAPHIC DESIGN CRTIERIA &ROUND SNOW LOAD WIND (SPEED IN MPH) 5E15MIG DESIGNDE51&N ATE&OR SUBJEGT TO DAMAGE BY WINTER TEMP. ICE SHEILD uNvERLAY- RE�IRM FLOOD HAZARDS AIR FREEZI INDEX j`� R DEPTH TERMITE DECAY 20 P5F 110 "G" SEVERE 3'-0" MOD. TO HEAVY SL I6HT TO MODERATI11 • YES N/A 616 13. 14 The Contractor shall verI N all existing conditions before starting construction and shall notify the engineer of any ambiguities or discrepancies before proceeding with the work If any questions arise before or during construction as to the Intent or details of the drawings, the contractor shall call the engineer, Thomas D. Reilly, at (631) "724 -?888 for clarification and/or instructions. If the contractor falls to follow the above procedure, he shall assume all resporsiblllty for the consequences of his actions and/or decisions. The owner shall arrange for w4mvvislon of the construction work to insure compliance with the contract documents. When using ACQ pressure treated kaber all nallsAcrewssill plates and wind straps must be hot dipped galvanized or stainless steel fasteners EGRESS WINDOW SCHEDULE ALL SLEEPING ROOMS FIRST 5.0 453 SECOND, S i <53 SECOND 5 1 03 771 a W viae / Table 33A Rafter/Ceiling Joist heel Connection Requirements for 20 psf Roof Live Load (Pre5cnptivc Alternative to Table 3.2) Roof Span (ft) 24 6 pporting 11114 12 Rafter �II of I6d Common Slope Spacing n IIs per Heel Joint ��111111l (in) Table 33A Rafter/Ceiling Joist heel Connection Requirements for 20 psf Roof Live Load (Pre5cnptivc Alternative to Table 3.2) Roof Span (ft) 24 6 pporting Zone 5c 12 Rafter Rafter of I6d Common Slope Spacing n IIs per Heel Joint 1-3 Stories I (in) Sp I ice z 12 4 1 10 4 3:12 16 5 Cl 13 12 2 24 1 13 19 26 4 20 12 3 5 8 3 4:12 16 4 1 10 32 4 24 5 10 15 5:12 12 12 3 4 6 5:12 16 3 6 8 24 2 24 4 8 12 32 12 3 3 5 3 1:12 16 3 4 6 16 2 24 3 6 q 24 12 3 3 4 2 9:12 16 3 3 6 36 3 24 3 5 1 16 12 3 3 3 2 12:12 16 3 3 4 26 2 24 3 4 5 Table 3.28 51ll or Bottom Plate to foundation; A" 0 Anchor Bolt Table 3.2C Connections Resisting Lateral Uplift 4 Shear Loads (I I Omph) (Pre5cnptivc Alternative to Table 3.2) oundation Maximum Anchor pporting Zone 5c It Spacing (in) 16 V Attics with Storage 1-3 Story Ene I Zones 301" 1-3 Stories I terror Stairs 40 z ne 45"' Table 3.6A Ridge Tension Strap Connection Requirements (I I Omph) Roof Pitch Roof 5pan(ft) of 1 # of 8d nails in each and 14" 20 gage strap 3-12 Gelling Jots 2 50 16 2 Attics with Storage 20 Rooms other than sleeping rooms 40 24 6-10 Stairs 40 ;2L15 4 200 32 4 3 24 8 4:12 12 2 4 16 2 26 4 20 2 24 3 28 3 32 4 36 4 5:12 12 1 16 2 20 2 24 2 28 3 32 3 36 3 6:12 12 1 16 2 20 2 24 2 28 2 32 3 36 3 1:12-12:12 12 1 16 2 20 2 24 2 26 2 32 3 36 3 CONNECTOR WRAPPED AROUND BOTTOM PLATE BOTTOM PLATE HEADER TIE DOWN DETAILS DETAIL 6 Table R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (nn pounds per square foot) USE LIVE LOAD Exterior Balconies 60 Decks 40 Gelling Jots Passenger Vehicle Garages 50 Attics without Storage 0 Attics with Storage 20 Rooms other than sleeping rooms 40 Sleeping rooms 30 6-10 Stairs 40 16 Guardrails and handrails 200 Table 3AA Rafter/ceiling Joist to Top Plate Lateral and Shear Connection Requirements (I I Omph) (Prescriptive Alternative to Table 3.4) Rafter Wali Height 4umber of 8d common nails Gelling Jots (ft.) oenailed) Required In each 5pacinq F4ifter and/or Gelling Joist in to op Plate Gonnection 12 6-10 2 16 8 3 16 2 10 3 24 8 4 24 10 4 Table 3AB Uplift Strap Connection Requirements (I I Omph) (Roof -to -Wall, Wall -to -Wall, and Wall -to -Foundation) (Prescriptive Alternative to Table 3.4) Framing Spacing (in) Roof 5pan(ft) of 8d nails in each end of 1/4" 20 gage strap 12 12 2 6 2 20 2 24 2 26 2 2 3 6 3 16 12 2 16 2 20 2 24 3 26 3 32 3 36 4 ICI.2 12 2 16 2 20 3 24 3 26 3 32 4 36 4 24 12 3 16 3 20 3 24 4 26 4 32 5 36 5 SI L; R, 4E RAFTER/TOP PLATE CONNECTION DETAIL DETAIL 3 FALSE VALLEY CONNECTION DETAIL DETAIL 4 Table K301.2. I .2 Wind -Borne Debris Protection Fastening Schedule for Wood Structural Panels A Fastener acin 4 oot 6 foot ISSUE DATE: Fastener Panel Span < Panel Span < Panel Span Type C 4 Foot < 6 Foot < 4 Foot 2-1/2" #6 FRANK FALINO T wood screw DESIGN & CONSTRUCTION NOTE: ALL STRAPPING SHALL BE 1Y4 X 20 GAGE(SIMPSON CS20 OR EQUAL) AND SHALL HAVE A MINIMUM BEARING OF 12" ALONG RAFTER/STUD/JOIST FACE (TYPICAL FOR ALL CONDITIONS) PROVIDE 6 MIL VAPOR BARRIER UNDER 2" CONCRETE SLAB. ELECTRICAL EQUIPMENT & WIRING SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 33-42 OF THE RESIDENTIAL CODE OF NEW YORK STATE. THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 25-32 OF THE RESIDENTIAL CODE OF NEW YORK. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE INSTALL IN ACCORDANCE WITH SECT.R613.5. IN ALL FRAMED WALLS, FLOORS, AND ROOF/CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE, A MOISTURE VAPOR RETARDER SHALL BE INSTALLED ON THE WARM -IN WINTER SIDE OF THE INSULATION IN ACCORDANCE WITH SECT. R318. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200 WITH A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 IN ACCORDANCE WITH SECT. R315. INSULATION SHALL HAVE A FLAME -SPREAD INDEX OF NOT GREATER THAN 25 WiTH A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 IN ACCORDANCE WITH SECTION R316. INTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WITH SECTION R702 AND EXTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WITH SECT. R703 FILE LOCATION: REVISIONS: I NO.1 DATE I DESCRIPTION ISSUED TO: 04/04/13 MTG. WITH NEW SUFFOLK 05/01/13 MTG. WITH REILLY 05 13 OWNER FOR REVIEW 07/03/13 FILING SET DISCLAIMER: DRAWINGS ARE THE PROPERTY OF FRANK FALINO, ARCHITECT,PLLC. AND SHALL NOT BE REPRODUCED WITHOUT THE PERMISSION OF FRANK FALINO, ARCHITECT,PLLC "WARNING: IT IS A VIOLATION OF THE NEW YC EDUCATION LAW SECTION 7209.2 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT OR LAND SURVEYOR, ' ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING PERSON SHALL COMPLY WITH THE REQUIREMENTS OF NEW YORK EDUCATION LAW 7209.2". ARCHITECT'S SEAL: 441 . �.'V .�► C LAG _T@ EACH )F RAFTER _... 5 FRANK FALINO OSBORNE-GRELLA RESIDENCE A ADDITION R DESIGN DEVELOPMENT C ISSUE DATE: H 07/2012 I T E C FRANK FALINO T ARCHITECT, PLLC DESIGN & CONSTRUCTION 16 Harbor Road Port Washington, NY 11050 Tel. 631-375-5511 FALINO@OPTONLINE.NET I CLIENT INFO: Osborne-Grella Residence 1200 First Street New Suffolk, New York PROJECT TITLE: OSBORNE-GRELLA RESIDENCE PROJECT DESCRIPTION: ADDITION PHASE: DESIGN DEVELOPMENT CHECKED BY: ISSUE DATE: FF 07/2012 DRAWN BY: CURRENT DATE: TMD 07/01/13 DRAWING TITLE: FLOOR PLANS SHEET NO: A 001 LOCATION AERIAL BEDROOMI L 11 I I I I R�FJ KITCHEN/ I I� DINING II L ---j LAUNDRY i I I ��ROOM LIVING ROOM 350 SF IN 14 EXISTING SECOND FLOOR PLAN BEDROOM / H SF / ME( RM. CL.I j BEDROOM II 105 SF - IN / � I KITCHEN 137 SF EXISTING FOUNDATION B FIRST FLOOR WALLS, DOORS, AND WINDOWS TO BE REMOVED. SHORE EXISTING GIRDERS ABOVE REMOVE EXISTING AREAS TO BE REMOVED Scale-. 1/8" = F-0" LIVING ROOM EXISTING DECK TO REMAIN -7 EXISTING FIRST FLOOR PLAN Scale: 1/4" = F-0" LOCATION AERIAL SOLAR P,LANELS �- REMOVE EXISTING CHIMNEY NER!jI jil mWmj FIRST FLOOR WALLS, DOORS, MID WINDOWS TO BE REMOVED. SHORE EXISTING GIRDERS ABOVE EXISTING SOUTH ELEVATION EXISTING A/C CONDENSER LOCATION -RAISE TO LEVEL OF FIRST FLOOR 4 rAw i mu rvurvum ivn & FIRST FLOOR WALLS, DOORS, AND WINDOWS TO BE REMOVED. SHORE EXISTING GIRDERS ABOVE EXISTING EAST ELEVATION scale: 1/8" = V-0" Lu Lu co L.L �.uj EXISTING FOOTPRINT TO REMAIN a- ��mm. now am �0��v W 1 \RELOCATE EXISTING \ SOLAR PANELS J 'SEPTIC - NOTE: EXISTING WATER, GAS, ELECTRIC AND SEPTIC SYSTEMS TO REMAIN. DISCONNECT PRIOR TO RAISING HOUSE. RECONNECT SERVICES AFTER FOUNDATION, FRAMING AND ENCLOSURE WORK IS COMPLETE 1 SITE PLAN f+, EXISTING DECK TO REMAIN RELOCATE EXISTING SOLAR PLANELS cAm I mu ruin m I ium a FIRST FLOOR WALLS, DOORS, AND WINDOWS TO BE REMOVED. SHORE EXISTING GIRDERS ABOVE EXISTING WEST ELEVATION ul• u FIRST FLOOR WALLS, DOORS, AND WINDOWS TO BE REMOVED. SHORE EXISTING GIRDERS ABOVE EXISTING NORTH ELEVATION Scale: 1/8" = F-0" FILE LOCATION: REVISIONS: NO.1 DATE I DESCRIPTION ISSUED TO: 04 13 MTG. WITH NEW SUFFOLK 05 1 13 MTG. WITH REILLY 05/13 OWNER FOR REVIEW 07/03/13 FILING SET DISCLAIMER: DRAWINGS ARE THE PROPERTY OF FRANK FALINO, ARCHITECT,PLLC. AND SHALL NOT BE REPRODUCED WITHOUT THE PERMISSION OF FRANK FALINO, ARCHITECT,PLLC 'WARNING: IT IS A VIOLATION OF THE NEW YC EDUCATION LAW SECTION 7209.2 FOR ANY PERSON, UNLESS HE I$ ACTING UNDER THE EXISTING BULKHEAD DIRECTION OF A LICENSED PROFESSIONAL TO REMAIN ENGINEER, ARCHITECT OR LAND SURVEYOR, ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING PERSON SHALL COMPLY WITH THE REQUIREMENTS OF NEW =� YORK EDUCATION LAW 7209.2'. Scale: 1/8" = F-0" i ARCHITECT'S SEAL: FRANK FALINO OSBORNE-GRELLA RESIDENCE A W.I.C. R DESIGN DEVELOPMENT C ISSUE DATE: H 07/2012 I T E F I C FRANK FALINO T ARCHITECT, PLLC O DESIGN & CONSTRUCTION I MASTER BEDROOM MOVE I,I 17_0 SFEXISTING Tel. 631-375-5511 MASTER CL. BEDROOM III.III WALLS WASHER/ CLOSE RL-J--, L -_j F --4O BEDROOMI L 11 I I I I R�FJ KITCHEN/ I I� DINING II L ---j LAUNDRY i I I ��ROOM LIVING ROOM 350 SF IN 14 EXISTING SECOND FLOOR PLAN BEDROOM / H SF / ME( RM. CL.I j BEDROOM II 105 SF - IN / � I KITCHEN 137 SF EXISTING FOUNDATION B FIRST FLOOR WALLS, DOORS, AND WINDOWS TO BE REMOVED. SHORE EXISTING GIRDERS ABOVE REMOVE EXISTING AREAS TO BE REMOVED Scale-. 1/8" = F-0" LIVING ROOM EXISTING DECK TO REMAIN -7 EXISTING FIRST FLOOR PLAN Scale: 1/4" = F-0" LOCATION AERIAL SOLAR P,LANELS �- REMOVE EXISTING CHIMNEY NER!jI jil mWmj FIRST FLOOR WALLS, DOORS, MID WINDOWS TO BE REMOVED. SHORE EXISTING GIRDERS ABOVE EXISTING SOUTH ELEVATION EXISTING A/C CONDENSER LOCATION -RAISE TO LEVEL OF FIRST FLOOR 4 rAw i mu rvurvum ivn & FIRST FLOOR WALLS, DOORS, AND WINDOWS TO BE REMOVED. SHORE EXISTING GIRDERS ABOVE EXISTING EAST ELEVATION scale: 1/8" = V-0" Lu Lu co L.L �.uj EXISTING FOOTPRINT TO REMAIN a- ��mm. now am �0��v W 1 \RELOCATE EXISTING \ SOLAR PANELS J 'SEPTIC - NOTE: EXISTING WATER, GAS, ELECTRIC AND SEPTIC SYSTEMS TO REMAIN. DISCONNECT PRIOR TO RAISING HOUSE. RECONNECT SERVICES AFTER FOUNDATION, FRAMING AND ENCLOSURE WORK IS COMPLETE 1 SITE PLAN f+, EXISTING DECK TO REMAIN RELOCATE EXISTING SOLAR PLANELS cAm I mu ruin m I ium a FIRST FLOOR WALLS, DOORS, AND WINDOWS TO BE REMOVED. SHORE EXISTING GIRDERS ABOVE EXISTING WEST ELEVATION ul• u FIRST FLOOR WALLS, DOORS, AND WINDOWS TO BE REMOVED. SHORE EXISTING GIRDERS ABOVE EXISTING NORTH ELEVATION Scale: 1/8" = F-0" FILE LOCATION: REVISIONS: NO.1 DATE I DESCRIPTION ISSUED TO: 04 13 MTG. WITH NEW SUFFOLK 05 1 13 MTG. WITH REILLY 05/13 OWNER FOR REVIEW 07/03/13 FILING SET DISCLAIMER: DRAWINGS ARE THE PROPERTY OF FRANK FALINO, ARCHITECT,PLLC. AND SHALL NOT BE REPRODUCED WITHOUT THE PERMISSION OF FRANK FALINO, ARCHITECT,PLLC 'WARNING: IT IS A VIOLATION OF THE NEW YC EDUCATION LAW SECTION 7209.2 FOR ANY PERSON, UNLESS HE I$ ACTING UNDER THE EXISTING BULKHEAD DIRECTION OF A LICENSED PROFESSIONAL TO REMAIN ENGINEER, ARCHITECT OR LAND SURVEYOR, ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING PERSON SHALL COMPLY WITH THE REQUIREMENTS OF NEW =� YORK EDUCATION LAW 7209.2'. Scale: 1/8" = F-0" i ARCHITECT'S SEAL: FRANK FALINO OSBORNE-GRELLA RESIDENCE A ADDITION R DESIGN DEVELOPMENT C ISSUE DATE: H 07/2012 I T E C FRANK FALINO T ARCHITECT, PLLC DESIGN & CONSTRUCTION 16 Harbor Road Port Washington, NY 11050 Tel. 631-375-5511 FALINOQOPTONLINE.NET CLIENT INFO: Osborne-Grella Residence 1200 First Street New Sutlolk, New York PROJECT TITLE: OSBORNE-GRELLA RESIDENCE PROJECT DESCRIPTION: ADDITION PHASE: DESIGN DEVELOPMENT CHECKED BY: ISSUE DATE: FF 07/2012 DRAWN BY: CURRENT DATE: TMD 07/101/13 DRAWING TITLE: EXISTING SITE PLAN, FLOOR PLANS, & ELEVATIONS SHEET NO: II. EXIST. SPOT EL. +6.' I IST. SPOT EL. +5.1' +Z S—Z S+—L r $ b --+p I — — — — — — — — — — IDI — — — — — — — — — — I ❑+ ----------------1 +❑ I —LiI I I I I i N I I I I--12" x 120 CONC. TIE ( I I I I I I BEAM W/ 446 CONT. I BETWEEN PILE CAPS I 1 b E ( I I I ( I BELOW GRADE I 1 8 ( 1 J I I I 12- x 12' CONC. PIER W/ (4) #5 1 1 L22 I I I I I I VERTICAL REBAR & #3 REBAR 1 I I 1 I @ 6" O.C. HORIZONTALLY W/ I I b I I 1 I I I HELICAL PILE BELOW I I I 1 —-----------�—�� ---------- —-— — — — — — — — — — — — — — — — - +� I----------�1 I — — — — — — — — — — I _— — — — — — — — — — — — — — — — -L I —� —� x r -0"x1 -s, " 11 I I TYPICAL FTG. SIZE I I I 1 I I L I I I I P I I I GRAVEL I I I I GRAVEL F' 71 1 I I o I I I I t l GRAVEL I I 0 I I I I I I 1r4"1 LpJ ! ! L ri o I I M I I !! I I 62 I I L�'�--------------r' �--------------- .� I I +' ---------------------------------Z J EXIST. SPOT M. +5.r -i' EXIST. SPOT EL. +61 REMOVE PLANTERS IF REQUIRED FOR ACCESS TO FOUNDATION WORK 1T-2' F-71 F-- Ipl Ip L EXIST. SPOT EL. +5.3' FOUNDATION PLAN -P.61 2-'°" NEW 202 ACQ. F.J. @ 16" O.C. a PROVIDE R-30 INSULATION AND MOISTURE BARRIER AT Gi: NEW FIRST FLOOR JOIST STRUCTURE ABOVE 0 GRAVEL ;7x N b :b NEW — 'LOOD VENT U '4 EXIST. SPOT EL. +5 GALVANIZED (4)- 6"X6 -X1/2" W/ (3) 314- DIA. S.S. BOLTS EA. LEG. EW 21'-6' EW 202 AM F.J. @ 16.O.C. CL E2 NEW 12 X 12 PIER N (�•)� 0 GRAVEL NEW x 1T-0" (2) 2x12 I NEW 202 ACQ. F.J. @ 16" O.C. b PROVIDE R -W INSULATION AND MOISTURE BARRIER AT NEW FIRST FLOOR JOIST STRUCTURE ABOVE 7 b GRAVEL -7 NEW POST FROM ABOVE NEW FLOOD VENT INSTALLED AS PER CODE AND MANUFACTURERS REQUIREMENTS, INCLUDING MAXIMUM CLEARANCE ABOVE EXTERIOR GRADE AND SQUARE FOOT OF OPERABLE AREA. (lYP @ 3) (2) 202 _— — - —. 1 H (3) 3-112" X 11.114" PARALLAM X 40' (WOLMANIZED) CONTINUOo NEW FLOOD VENT to 4o LL GROUND FLOOR PLAN R \CQ GRDER- Scale: UP SPOT EL. +5.1' DN POST FROM ABOVE FROM ABOVE HELICAL PILE NOTES 1. ALL PILES SHALL BE PATENTED HELICAL PILES AND APPURTANCES AS FURNISHED BY PREMIUM TECHNICAL SERV10ES. 2. HELICAL PILE LEAD SECTIONS SHALL BE MODEL PTS -MO WITH A 2.00" SQUARE SHAFT AND (1)6", (1)8"AND (1)10" DIAMETER HELIX. LEAD SECTIONS SHALL BE 5.5' LONG. HELIX PILE EXTENSION MAY BE 57, OR 10' LONG DEPENDING ON VERTICAL CLEARANCE. 3. HELICAL PILES, EXTENSIONS AND APPURTANCES SHALL BE HOT DIPPED GALVANIZED STEEL IN ACCORDANCE WITH ASTM Al 53. 4. ALL PILE INSTALLATION OPERATIONS SHALL BE SUPERV1 SED BY A N.Y.S. LICENSED ENGINEER COMMISSIONED BY THE PILE INSTALLER. THE INSPECTOR SHALL KEEP A COMPLETE RECORD OF THE PILE INSTALLATION OPERATION. 5. HELICAL PILES SHALL BE INSTALLED TO A MINIMUM DEPTH OF 20, AND A MINIMUM CAPACITY OF 15 TONS (WORKING LOAD) 6. HELICAL PILES SHALL BE INSTALLED AS SHOWN ON THE ENGINEER'S PLAN. ALL CHANGES IN PILE LOCATION MUST BE APPROVED BY THE DESIGN ENGINEER. 7. IF UNDERGROUND OBSTRUCTIONS ARE ENCOUNTERED DURING INSTALLATION, THE CONTRACTOR SHALL HAV1 E THE OPTION OF REMOVING THE OBSTRUCTION, IF POSSIBLE, OR RELOCATING THE PILE, WITH THE DESIGN ENGINEER'S APPROVAL. THE LATTER OPTION MAY REQUIRE THE RELOCATION OF ADJACENT PILES. 8. THE HELICAL PILE SHALL BE CONNECTED TO THE STRUCTURE USING A PTS APPROV1 ED STEEL BRACKET OR CAP PLATE AS THE CASE MAY BE AS SHOWN ON DESIGN ENGINEERS PLAN. THESE CONNECTION DEVICES SHALL BE CAPABLE OF SAFELY TRANSFERRING THE STRUCTURAL LOADS TO THE HELICAL PILE. 9. WRITTEN INSTALLATION RECORDS SHALL BE OBTAINED FOR EACH HELICAL PILE. THESE RECORDS SHALL INCLUDE BUT ARE NOT LIMITED TO THE FOLL0111NG: A. PROJECT NAME AND/OR LOCATION. B. NAME OF CONTRACTOR'S FOREMAN OR REPRESENTATIVE WHO WITNESSED THE INSTALLATION. C. DATE AND TIME OF INSTALLATION D. LOCATION AND REFERENCE NUMBER OF EACH PILE. E. DESCRIPTION OF LEAD SECTION AND EXTENSIONS INSTALLED. F. OVERALL DEPTH OF INSTALLATIONS REFERENCED FROM THE BOTTOM OF GRADE BEAM OR PILE CAP. G. TORQUE READING FOR THE LAST THREE FEET OF INSTALLATION IF PRACTICAL. IN LIEU OF THIS REQUIREMENT, THE TERMINAL TORQUE SHALL BE RECORDED AS A MINIMUM. H. ANY OTHER RELEVANT INFORMATION RELATING TO THE INSTALLATION. 10. THE INSTALLER'S N.Y.S. LICENSED PROFESSIONAL ENGINEER MUST CERTIFY THE PILE INSTALLATION RECORD. DN DN 2X12@16" F - PARALLAM GIRDER (WOLMANIZED) STAINLESS STEEL H-3 HANGERS (IYP. EA. F.J. TO GIRDER CONNECTION) 2X12@16" (2)1/2" DU. A.B. 12' X 12" CONC. PIER W/ (4) #5 VERTICAL REBAR AND #3 rD @r APPROXIMATE GRADE LOOSE STONE FILL c 12' X 12" CONC. TIE OVER FILTER BEAM W/ 445 CONT. FABRIC a K DETAIL Cff6"X6'X112N CAP PLATE Scale: 1/2" = P-0" FILE LOCATION: REVISIONS: NO.1 DATE DESCRIPTION ISSUED TO. 04/04/13 MTG. WITH NEW SUFFOLK 05/01/13 MTG. WITH REILLY 05/13 OWNER FOR REVIEW 07/03/13 FILING SET DISCLAIMER: DRAWINGS ARE THE PROPERTY OF FRANK FALINO, ARCHITECT,PLLC. AND SHALL NOT BE REPRODUCED WITHOUT THE PERMISSION OF FRANK FALINO, ARCHITECT,PLLC "WARNING: IT IS A VIOLATION OF THE NEW YORI EDUCATION LAW SECTION 7209.2 FOR MY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT OR LAND SURVEYOR, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING PERSON SHALL COMPLY WITH THE REQUIREMENTS OF NEW YORK EDUCATION LAW 7209.2'. FRANK FALINO CLIENT INFO: Osborne-Grella Residence 1200 First Street New Suffolk, New York PROJECT TITLE: A PROJECT DESCRIPTION: R PHASE: C CHECKED BY: H FF I T E C FRANK FALINO T ARCHITECT, PLLC DESIGN & CONSTRUCTION 16 Harbor Road Port Washington, NY 11050 Tel. 631-375-5511 FALINO@OPTONLINE.NET CLIENT INFO: Osborne-Grella Residence 1200 First Street New Suffolk, New York PROJECT TITLE: OSBORNE-GRELLA RESIDENCE PROJECT DESCRIPTION: ADDITION PHASE: DESIGN DEVELOPMENT CHECKED BY: ISSUE DATE: FF 07/2012 DRAWN BY: CURRENT DATE: TMD 07/01 /13 DRAWING TITLE: FLOOR PLANS & DETAILS SHEET NO: z 13'-10" 2'-V 5'-0" 1T-0" • BEDROOM CL. � � v RELOCATED BATHROOM POST FROM SD D ABOVE O CO SD 00 EXIST. F.J. EXIST. F.J. / EXIST. F.J. / EXIST. F.J. _-77 a _ W W x 2 SD v Z LAUNDRY f= BEDROOM 5. CL. �. Z PLAYROOM L:D CL. CL. POST FROM ABOVE POST I ' POST FROM FROM b NEW PC NEW I OPEN TO ABovE BELOW �N I � � t UP DN NOTE: BOTTOM OF FLOOR STRUCTURE Q 10'4r ABOVE SEA LEVEL 4'-6" 6•3" FIRST FLOOR PLAN Scale: 1/4" = 1'-0" 39'-9" !L-314" X 11-7 LVL HDR. 'D o N z NEW GIRDER UP _4X4 POST EXIST. EXIST. EXIST. s ion EXISTING \� STORAGE CL. , EXISTING LIVING ROOM q EXISTING EXISTING\ SKYLIGHT \ �o BATHROOM ABOVE o / / x (� \ LREMAIN / UP TO LOFT y � (3)1314" X 18' ML ca NEW POST 0 • is o x N lY N EXISTG CL. N o BATH o O z � LOFT ABOVE NEW GAS CY Cn 0 90013=300sf FIRE PLACE CLOSET CO SD 13'-r N NEW T EXISTING BEDROOM PANTRY NEW POST (3)1 4" X 11-7N" ML (ABOVE) F / -j / O x LE—x SNC- YLIGHT l/ OPEN TO / BELOW CL �� %\ m& 2 2X6 (2)2X10 \ 2 2X 12 HDR. NEW CW14 (EGRESS) CX15 CX15 CX15 NEW KITCHEN NEW 2 X 6 C.J. 16' O. . '4 n NEW 2 6 R.R. SNE 2 X 6 R.R. REF @ 16" D.C. 16O.C. 284.5" N SECOND FLOOR PLAN Scale: 1/4" = 1'-0" MECHANICAL FLOOR PLAN Scale: 1/4" = 1'-0"ccLL O Z U a O w a x LH '-0" J W z FILE LOCATION: REVISIONS: NO. DATE DESCRIPTION ISSUED TO: 04/04/13 MTG. WITH NEW SUFFOLK 05/01/13 MTG. WITH REILLY 05/13 OWNER FOR REVIEW 07/x03/13 FILING SET DISCLAIMER: DRAWINGS ARE THE PROPERTY OF FRANK FALINO, ARCHITECT,PLLC. AND SHALL NOT BE REPRODUCED WITHOUT THE PERMISSION OF FRANK FALINO, ARCHITECT,PLLC 'WARNING: IT IS A VIOLATION OF THE NEW YO EDUCATION LAW SECTION 7209.2 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT OR LAND SURVEYOR, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING PERSON SHALL COMPLY WITH THE REQUIREMENTS OF NEW YORK EDUCATION UW 7209.2". ARCHITECT'S SEAL: kyr �'!>► �iy �� yr • ' j •c�' FRANK FALINO A R C H I T E C FRANK FALINO T ARCHITECT, PLLC DESIGN &CONSTRUCTION 16 Harbor Road Port Washington, NY 11050 Tel. CLIENT INFO: Osborne-Grella Residence 1200 First Street New Suffolk, New York PROJECT TITLE: DRAWN BY: CURRENT DATE: TMD 07/01/13 DRAWING TITLE: FLOOR PLANS SHEET NO: A11111111111111 2 OSBORNE-GRELLA RESIDENCE PROJECT DESCRIPTION: ADDITION PHASE: DESIGN DEVELOPMENT CHECKED BY: ISSUE DATE: FF 07012 631-375-5511 FALINO@OPTONLINE.NET - CLIENT INFO: Osborne-Grella Residence 1200 First Street New Suffolk, New York PROJECT TITLE: DRAWN BY: CURRENT DATE: TMD 07/01/13 DRAWING TITLE: FLOOR PLANS SHEET NO: A11111111111111 2 OSBORNE-GRELLA RESIDENCE PROJECT DESCRIPTION: ADDITION PHASE: DESIGN DEVELOPMENT CHECKED BY: ISSUE DATE: FF 07012 �� Scale: 1/4" = 1 ---0A--- — 5.1/4' X 11-7/B' PARALLAM (WOLMANIZED) CONTINUOUS I CXW135 135 CXW133 135 CXW135 135 CXW135 135 / LOFT EXISTG BATHROOM 4 EXISTING GIRDER MECHANICAL ROOM § n 4; LIVING ROOM SECOND FLOOR b, GIRDER (ABOVE) I PLAYROOM k go STAINLESS STEEL HU212 HANGERS (M. @ EA. F.J. TO GIRDER CONNECTION) EXISTING GIRDER (ABOVE) PROOF FINISH �*, EXIST'G DECK TO REMAIN RELOCATED SOLAR PANEL ARRAY 2X12 LEDGER BD: (3)1.314' X 11-7115' STAIR (3) 3-112' X 11-1/4' PARALLAM X 40' (WOLMANIZED) 1 I 1 CONTINUOUS3'-0"MIN. I fl I. 'WET STORAGE' EXISTING DECK 4.1 VESTIBULE EE — — *52— I I I I ------ L ----- — I I i I I i rr EXISTING GRADE i--, L------�-1- ----- ray . .. r_,. 1 A Al Zr i------------ ---• 2'-W X MI' -r cq VESTIBULE CHEECK COMPACTED FILL BELOW TIE BEAM TYPICAL FTG. SIZE N WALLS SHALL NOT TIE SW ON GRADE T- INTO NEW PILE CAPS AND GRADE BEAMS SECTION Scale: 1/4" = 1'-0" • 12'XITTIE BM.BEYOND PILE CAP 2X10 R.R. @ 16' O.C. W/ 1-112 12 RBOC BATT INSULATION �— H PROPOSED LOFT PANTRY CL. ------------------------- --- I I I !? 1 1 I. • I IL EXISTINGGRADEGRADE T -____ ----Twr------------ s----- ----- ---------i ' I—�-- SLAB ON GRAB DOUBLE SID FIREPLAC 0 0 0 0 (2) 5 -IW X 11-7/S PARALIA M MIWIZED) MOISTURE PROOF FINISH (TYP) --------------- - -----a------ - VESTIBULE CHEECK WALLS (3'-(' DEEP) SHALL NOT TIE INTO NEW PILE CAPS AND GRADE BEAMS SECTION Id ROOF MEMBRANE ON 3/4" CDX. PLYWOOD ON NEW 2 X 10 R.R. @ 16" O.C. W/ R -30C BATT. INSULATION VENTED VINYL SOFFITS @ EA. END HORIZONTAL VINYL SIDING TO MATCH EXIST'G ON HOUSEWRAP ON 1/2" CDX. PLY. ON 2X4 STUDS @ 16-O.C. W/R-13 BATT. INSULATION NEW FLASHING AS REQ'D 2X12 LEDGER BD. (3) 1-3/4"X 18" ML HEADER EXIST'G R.R. X1rML EXISTING FLOOR JOISTS PLAYROOM 3-112' X 11-7/E' PARALLAM (WOLMANIZED) fol I I 1• I STORAGE ;; • Scale: 1/4" = 1'-0" SEE DET. 3/A-1 FILE LOCATION: REVISIONS: NO. DATE DESCRIPTION ISSUED TO: 04/04/13 MTG. WITH NEW SUFFOLK 05/01/13 MTG. WITH REILLY 05/13 OWNER FOR REVIEW 07/03/13 FILING SET DISCLAIMER: DRAWINGS ARE THE PROPERTY OF FRANK FALINO, ARCHITECT,PLLC. AND SHALL NOT BE REPRODUCED WITHOUT THE PERMISSION OF FRANK FALINO, ARCHITECT,PLLC 'WARNING: IT IS A VIOLATION OF THE NEW YORI EDUCATION LAW SECTION 7209.2 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT OR LAND SURVEYOR, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING PERSON SHALL COMPLY WITH THE REQUIREMENTS OF NEW YORK EDUCATION LAW 7209.2'. 9:7:1►Irig 10WIIZDC CLIENT INFO: Osborne-Grella Residence 1200 First Street New Suffolk, New York PROJECT TITLE: A PROJECT DESCRIPTION: R PHASE: C CHECKED BY: H FF T E C FRANK FALINO T ARCHITECT, PLLC DESIGN & CONSTRUCTION 16 Harbor Road Port Washington, NY 11050 Tel. 631-375-5511 FALINO@OPTONLINE.NET CLIENT INFO: Osborne-Grella Residence 1200 First Street New Suffolk, New York PROJECT TITLE: OSBORNE-GRELLA RESIDENCE PROJECT DESCRIPTION: ADDITION PHASE: DESIGN DEVELOPMENT CHECKED BY: ISSUE DATE: FF 07/2012 DRAWN BY: CURRENT DATE: TMD 07/01/13 DRAWING TITLE: SECTIONS SHEET NO: A 3 M-1- ■Ir•■MMA\Ir / LI MIA It nnv SOLAR PANELS RELOCATED SOLAR PANELS WINDOW WI TW3046 (EGRESS) EAST ELEVATION Scale: 1/4" = V-0" NEW FLOOD VENT INSTALLED AS PER CODE AND L --SCREENED GARBAGE AREA MANUFACTURERS REQUIREMENTS, INCLUDING MAXIMUM CLEARANCE ABOVE EXTERIOR GRADE AND SQUARE FOOT OF OPERABLE AREA. (TYP @ 3) SOUTH ELEVATION Scale: 1/4" = 1'-0" TIDE JG WINDOATS: NOTE: ALL WINDOWS ARE TO BE ANDERSEN LOW E STORMWATCH WINDOWS VI VI. 6M I IVL VI♦ I.MVlmL WEST ELEVATION Scale: 1/4" = 1'-0" FILE LOCATION: REVISIONS: NO. DATE DESCRIPTION ISSUED TO: 04 13 MTG. WITH NEW SUFFOLK 05 1 13 MTG. WITH REILLY 05/.3 OWNER FOR REVIEW 07/03/13 FILING SET DISCLAIMER: DRAWINGS ARE THE PROPERTY OF FRANK FALINO, ARCHITECT,PLLC. AND SHALL NOT BE REPRODUCED WITHOUT THE PERMISSION OF FRANK FALINO, ARCH ITECT,PLLC 'WARNING: IT IS A VIOLATION OF THE NEW YORI EDUCATION LAW SECTION 7209.2 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT OR LAND SURVEYOR, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING PERSON SHALL COMPLY WITH THE REQUIREMENTS OF NEW YORK EDUCATION LAW 7209.2". IARCHITECT'S SEAL: FRANK FALINO OSBORNE-GRELLA RESIDENCE A ol PHASE: R CHECKED BY: ISSUE DATE: C CX15 \ [Cx\15 H I T CX1� CX1� X15 C FRANK FALINO T ARCHITECT, PLLC CX15 \ CX15 \ / CX15 Scale: 1/4" = V-0" NEW FLOOD VENT INSTALLED AS PER CODE AND L --SCREENED GARBAGE AREA MANUFACTURERS REQUIREMENTS, INCLUDING MAXIMUM CLEARANCE ABOVE EXTERIOR GRADE AND SQUARE FOOT OF OPERABLE AREA. (TYP @ 3) SOUTH ELEVATION Scale: 1/4" = 1'-0" TIDE JG WINDOATS: NOTE: ALL WINDOWS ARE TO BE ANDERSEN LOW E STORMWATCH WINDOWS VI VI. 6M I IVL VI♦ I.MVlmL WEST ELEVATION Scale: 1/4" = 1'-0" FILE LOCATION: REVISIONS: NO. DATE DESCRIPTION ISSUED TO: 04 13 MTG. WITH NEW SUFFOLK 05 1 13 MTG. WITH REILLY 05/.3 OWNER FOR REVIEW 07/03/13 FILING SET DISCLAIMER: DRAWINGS ARE THE PROPERTY OF FRANK FALINO, ARCHITECT,PLLC. AND SHALL NOT BE REPRODUCED WITHOUT THE PERMISSION OF FRANK FALINO, ARCH ITECT,PLLC 'WARNING: IT IS A VIOLATION OF THE NEW YORI EDUCATION LAW SECTION 7209.2 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT OR LAND SURVEYOR, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING PERSON SHALL COMPLY WITH THE REQUIREMENTS OF NEW YORK EDUCATION LAW 7209.2". IARCHITECT'S SEAL: FRANK FALINO OSBORNE-GRELLA RESIDENCE A ADDITION PHASE: R CHECKED BY: ISSUE DATE: C 07/2012 H I T E C FRANK FALINO T ARCHITECT, PLLC DESIGN & CONSTRUCTION 16 Harbor Road Port Washington, NY 11050 Tel. 631-375-5511 FALINO@OPTONLINE.NET CLIENT INFO: Osborne-Grella Residence 1200 First Street New Suffolk, New York PROJECT TITLE: OSBORNE-GRELLA RESIDENCE PROJECT DESCRIPTION: ADDITION PHASE: DESIGN DEVELOPMENT CHECKED BY: ISSUE DATE: F F 07/2012 DRAWN BY: [!0:7/01/13 ENT DATE: TMD DRAWING TITLE: ELEVATIONS SHEET NO: AII. • James F. King, President Jill M. Doherty, Vice -President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 6 Town Hall 53095 Route 26 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 CERTIFICATE OF COMPLIANCE # 0297C Date February 1, 2008 THIS CERTIFIES that the deck, stone wall and fence At 1200 First St., New Suffolk Suffolk County Tax Map # 117-7-30 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 8/25/06 pursuant to which Trustees Wetland Permit #6443 Dated 9/20/06 was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the deck, stone wall and fence. The certificate is issued to WILLIAM GRELLA owner of the aforesaid property. Authorized Signature BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 6443 DATE: September 20, 2006 ISSUED 'r0: WILLIAM GRELLA PROPERTY ADDRESS: 1200 FIRST ST., NEW SUFFOLK SCTI%1#117-7-30 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 11 l of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 20, 2006, and in consideration of application fee in the sum of $250.00 paid by William Grella, and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following; Wetland Permit to repair the existing deck, remove lattice fence on both sides of property, construct a new stone wall on north side of property and a new mahogany fen with concrete columns and stone veneer, and as depicted on the plan received on September 18, 2006 and survey received on August 17, 2006. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. t P ! L ! N 6 S x ti C U 0 O� O p O O 0 CU TCHOGUE 1` B11 Y :,— S 08' 08 20 W sTFE1 sLcELw lltrgER FACE Of DECK 2 7 t 0 0 , ti l �O IN)Ob DfaC N/F ROMAGNOLI uH�3y OW Z O XO' " N/' S O 0 N 2. 77E= ,�I'JPE FUUND --� rlE= 50' 2 STORY WOOD FRAME RESIDENCE -i N 07A 50' E FlR_S T GUARANTEESLNKA7ED NERE ON SHALL RUN UNLr TD nw PMRW Fal wnw pe mpR" IS PREPARED AND ON MS SEWALP YO ME URE CaWANr GOMMMUL TrAL AG6Wr, LEN VX /VSRWJM r LISTED NE►lEOK AND w THE A"amEES a' TTE LETVAW NVSnTUTTON. GUARANTEES ARE NOr TRANSFERAME 10 ADMONAL INSURM NS OR StMra EWr OMPETPS. UNAUM NZEO ALIMA n0M OR ADD/TTON W TMS SfA wr IS A WMATTav OF SECMW 7809 Of' TNf NEW rOWX SQA TE EDUCA MW LAME COPIEs or ills SuRYEr MAP Nor DEARMVG STREET SURVEY OF DESCRIBED PROPER TY Si n1JA TE • • Z 50.53' ," T � � •�J SURVEYED 3 MAY, 2000 SCALE 1"=10' AREA= 3.111.382 SF OR 0.071 ACRES 6' —)rl I4-.I9-,I4",i�.f�,1� :-- � ,! � . tis = •-� ti!•-,+ ti! -�! �!--�._.•.-ti!' ,i -�,� . , - ��•I �i .1 i 1i 1i 1i.�i 1 i 1w' ii.�i 1 i,1i 1i 1i �1�.1�.1�,1� I;,.h.f�,1,►1�l�,I�,1;,1� 1.40, �a 1 •►r�r�:rTl rr rA rY �r�r1 `�r :.rY r�r �r �r.�r�rT r�r�r��r ����r ..r.� STONE WALL BLUU, STONE SECTION OF LOUVERED FENCE 0 • Il o F C•1 4'-1' --�r- 4' ---Av-- 4'-1 b FINISH PLAN SCALE1 3/16"=1'-0' • Board Of Southold* Town Trustees SOUTHOLD. NEW YORK PERMIT NO. "NDATE. I _oeS.._21 ... .... 2001. ISSUED TO ..... .. qEKEE...W1CKHA.M. ........ I......- ... . ............... ................ ...... .... . ... . ......... .... Aut4arizattan hn"nt to On provisions of Chapter 615 of the Lm" of the State Of New York, and fife State of Now York 1"2; and 0. Slz,,,��M=0,=,Df a,, - 0W "REGULATING AND 71* KACNG OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS OW 46 REMOVAL OF SAND. GRAVEL- OR OTHER MATMALS FROM LANDS UNDER TOWN WATERS'.!" and In ocAMC10=0 with 410 Resolution of IU 06" adopted of a meeting 6W on -.1%, 4991, and in cordderaflon of the um of $... ..?Rt9q. ... Paid bY Costello Marine Contracting Corp. for Gakee Wickham .. .. .. . .. ..... ....... ........ . ....... I—- ... ...... ..... .... .... .......... . ... of . .........Green rt..................... . .................... K Y. aw. ftkd to Terms and Conciffiens Wad on the reverse " hereof. of SoAoW Town Trustees authorises and pwW% f6 %lowleg: Wetland Permit to construct a 511 new bulkhead (with C -Loc vinyl sheathing) in front of existing steel sheeting, 18N face-to-face. Backfilling with 27 cy. of clean, trucked -in sand. al In accordance with the detailed qmc&atkm as presented in 46 mig1hafing application. IN WITNESS WHEREOF. The said lowed of Tnatoo; 6re- 16y caum its C*porafe Seal to be affibed, 04 fhe"*"a" to 6 subscribed by a* majority of the said Board as of Zh -4)- 0 Z 0 0 IL O D Z J z --- -- AMLW -- CUTCHOGUE HARBOR is I L N 6 s O_ O OL`\ _ _O _0_ 0 w0 __�--- - - - - 11G oo- Jt1'T149 lXIOT ROCK TO E` M Tb RLtiAA1N PRt(OTi 90 ANO7OTHRW AWNS R`IN ALI.lD MJLKNlAO w+'+'r�S as {W G-tOC VI�YL��TMING) "� N IN FRONT OF 3TiEL 9NlETING N F I R 5 T STREET �O d rRttMRfiD bYPR1Nt GO�N4�O 4 GORR CO'TtL`O � E�lOLp0.e4?Tt c'yt - IL 10 0 I J 6s'KE f, RSKV� . N� t t 94v tZ� g,�ffO►-Ki WEw *,pV. t7, toot gHEET ? 2d* -ro House GLEAN FILL (2T GU.YDS.) EL.+e.S > bOLT -d344M WALES ROGKO 'TD OC REMOVED THKW R6114STALL&P IV'.bTEiL AMHW 3H!■Tl N 0 EL. + 2.5 C -LOG VINYL BHEATKI N G 12' LONG 60TTOM I Of o x I&: P I L-66 bULKHEAP, GR655 5EGTION Mliamil O e 4 PItIEPARGO bY: COOTELLO MARINE CONTRAGTIM6 CORP. 10:0. 60Y. MP -4- ARiENPORT, NY 11944 Qv91-4TT-1199 f APPL 1 CAN'S'' CiEKEE WICKHAM 1200 FIRST ?1: MaW SUPPOLK, NY IiSSC& NOv. 17, tow 5HEE7 b OF 3 00 Board Of Southold . Town Trustees SOUTHOLD. NEW YORK PERMIT NO. Qs .. DATE:... Duly zl , 2000 ISSUED TO .......... GEKEE WICKHAM....._......... ........... ............ ..... ............. Aut4orization Pursuant to the provisions of Chapter 615 of the Laws of the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance en- titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;'..': and in accordance with the Resolution of The Board adopted at a meeting held on 14 Y ... 19.,,..... 00 and in consideration of the sum of =.........100.00 , paid by Gekee Wickham of ......New.. Suffolk 1.N. Y. and subject to the Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: Grandfather Permit for the existing bulkhead around the entire property. all in accordance with the detailed specifications a$ presented in the originating application. IN WITNESS WHEREOF, The said Board of Trustees here- by causes its Corporate Seal to be affixed, and these presents to be subscribed by e ' majority of the said Board as of this data. Artie Foster Absent ORCHARD STREET N101F IMAXINE KESSLL e ELAINE ROMA91VOL1 S. 82. 3b' E ` tiaad d�tcl�a-- i a 0 is rr +.s ' .. 1.4y r _r V oJ1v poi r� � � �•4 woo �' • ��k • ,. �N � � _ ._... �.. � a l�ovit �� od o/l Q/'N �b►'a 82 32 W. 9WI.419 N101F ANNA LORI C7 SURVEY FOR AMJAD ASSOCIATES AT NEW' SUFFOLK TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000 - 117 - 07 - 30 SCALE 1" • 20' JAN. 23,1986 CERTIFIED TO: FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK TITLE NO. 121 S 2354 NEW yo9 HARTFORD FUNDING AMJA D ASSOCIATES �t ori t. Mtrro�..f N.Y. S . LIC. NO ,'side i rs.pot•d in accordance with the minimum standards for thle surveyo of atablished by • e E 110 R S N ENGINEERS , P. C the L I. A. L. S. and approved and adopted 0 20 far such use by The New York Stale Land P. 0. 8 909 Title Association. MAIN ROAD SOLITNOLD, N. Y. 119T1 '� `.�11'F.y :A M►i:4 1 !'. I' ..`Ill tl F \� -- Wall t � S i .000000 'n s 77 i r� u j F 7 Y71 F -= - --------- 14- ......... L5c►41m. EXISTING FOOTPRINT TO REMAIN NOTE: EXISTING WATER, GAS, ELECTRIC AND SEPTIC SYSTEMS TO REMAIN. DISCONNECT PRIOR TO RAISING HOUSE. RECONNECT SERVICES AFTER FOUNDATION, FRAMING AND ENCLOSURE WORK IS COMPLETE 9;�� 0 EXISTING DECK TO REMAIN +0 r l�A�� USG OBJ Qtt�s �a f1��j'►n3t�i1� 'I�fSi V�Ci �bT'IPIzI/3T EXISTING Sl TO REMAIN -- -- —77— y--— s, IN.� �_.�.. .. _._.�.1...� PECONIC 6 GREAT NOTICE CUTCHOGUE HARBOR COUNTY OF SUFFOLK © K^� w+n teal Pwparty Tax Service Agency r dirb GnrtlNw•Yr+1,MYtaM All �-� A F o rw .r osr PI 117 it 01 f James F. King, President Bob Ghosio, Jr., Vice -President Dave Bergen John Bredemeyer Michael J. Domino • BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only oastal Erosion Permit Application Wetland Permit Application Administrative Permit _Amendment/Transf r/Ex ension Received Application: 1� I ceived Fee:$ mpleted Application 13 _Incomplete _SEQRA Classification: Type I Type II Unlisted -Coordination:(date sent) Co o Consistency Ass s ent Form 3 Z 13 C Referral Sent: 3 of Inspection: J 3 _Receipt of CAC Report: _Lead Agency Determination: Technical Review: Public Hearing Held: $ 3 - Resolution: Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 JUL 2 4 2013 Southold Town Name of Applicant Mailing Address 1200 l s ��' • 0-1 WC1`L Phone Number:O) Suffolk County Tax Map Number: 1000 - SSI (c7-07-30 Property Location: 0 © &- nj- o CC) (provide LILCO Pole #, distance to cross streets, and location) om ZEA- d4mift* AGENT: (If applicable) L t Address: « �_)_A • I M50 Phone: Board of Trustees Application GENERAL DATA Land Area (in square fed): Z� Area Zoning: Previous use of property: Intended use of property: n Covenants and Restrictions on property? -yes ^No If "Yes", please provide a copy. P� Will this project require a Building Permit as per Town Code? VYes No If "Yes", be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? _Yes No If "Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes No Does the structure (s) on property have a valid Certificate of Occupancy? _Yes No Prior permits/approvals for site improvements: Agency �: •336 5 • i LaA saCV& / No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency?� No Yes If yes, provide explanation: Project Description (use attachments if necessary): hGH �� 1c5 x�' �` �`� `'s o 2-00 5 F� o 1 k -.r c,A-e-4 _�C).r C/ A e4) FRANK FALINO ARCHITECT PLLC Design & Construction Falino@optonline.net 16 Harbor Road, Port Washington, NY 11050 I Tel: 631-375-5511 July 23, 2013 To: Town of Southold Board of Trustees Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Re: William F. Grella Residence 1200 1st Street New Suffolk, NY 11956 Application in Accordance With Chapter 275 — Wetlands and Shoreline Dear Board of Trustees, I am attaching this letter, to the Application and Proposed Plans for raising and renovating the existing single family home, at the above referenced location, for your use. Pleased let me know of any questions or comments you may have, or of additional information you may require, to find this application acceptable. ATTACHMENTS: (1) original and (3) copies of the following: • Application • Survey • Project Plans • Photos SCHEDULE OF THE WORK: • Substantial Completion approximately (3) months from Start date DESCRIPTION OF THE WORK: The Grella Residence has sustained significant damage to its first floor level due to Hurricane Sandy. The intrusion of water from the storm has rendered the lower level 1 L1 • uninhabitable; destroying finishes, mechanical equipment, structural stability, and has also promoted the growth of mold. In order to correct the damage done by the storm, and make the home more livable for their growing family, the Owner's have asked us to redesign the home to meet the current code, and secure it from future storm damage. To this end, the following plan has been developed: • Raise the bottom of the lowest structural framing, which encloses habitable space, to not less than 10'-0" elevation (above mean sea level). • In order to accomplish this, we propose to: o Raise existing single family residence with hydraulic jacks and cribbing o Remove the existing first floor framing, concrete slab and foundation o Excavate directly below house (only) to 3'-0" below existing grade (slope excavation as required to angle of repose) o Install helical piles to PE specifications o Install concrete tie beams and piers o Re -install the fill previously removed for the new foundation work o Frame new first floor structure (bottom of structural members to exceed elevation 10'-0") o Frame new first floor bearing walls o Lower existing second floor down to meet new first floor framing o Perform minor alterations to existing second floor o Install new loft (to code) at second floor SPECIFICS OF THE CONSTRUCTION PLAN: 1. The plan as developed respects the existing setting, topography and natural features (waterways and wetlands) in the vicinity of the residence. 2. Since the home is currently "landlocked" by concrete pavers, decking over paving, bulkheads, and First Street, the construction operations will not create any unwanted storm water runoff to leave the property, or even the immediate construction site (below the existing home). 3. The earth that is going to be excavated for removal and installation of foundations systems will be reinstalled at the end of the first phase foundation work. No additional fill materials will be removed or deposited on the site. 4. All existing utilities — Water, Electric, Gas, Solar and Septic Systems will remain in effect. Because the original block portion of the septic system, which has worked more than adequately for the home since the Owner has lived there, was damaged by Sandy, it will be replaced by a precast structure, eliminating the 2 concern of future collapse. It will remain in its existing front/side yard location, away from the water, and accessible for future servicing, if necessary. The new treated wood first floor framing system, over reinforced poured concrete piers (over Piles) will be set to required Flood Zone height. In the case of a future storm event, water from the bay will wash harmlessly through the open level at grade. (Mechanical systems will be located above flood level, and there will be not be any car parking below the raised house). STATEMENT OF EFFECT: We do not believe that the proposed construction operations will have any deleterious effects on the local natural environment, and that the completed project will provide a safe and secure home for the residents, who have displayed a great respect and concern for the neighborhood. We believe the upgrading of this home is in the very best interests of the community at large. Thank you for your consideration, and we look forward to discussing this application further, if necessary, at your earliest convenience. Respectfully Submitted, Frank Falino Architect, AIA, LEED AP CC: Mr. William Grella, MD Encl's Bf#d of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: f M ( se �le2oye P-��c Imo. r `Annf MM Area of wetlands on lot: NA square feet Percent coverage of lot: N Closest distance between nearest existing structure and upland edge of wetlands: 1A feet Closest distance between nearest proposed structure and upland edge of wetlands: Y% feet Does the project involve excavation or filling? No X Yes If yes, how much material will be excavated? 140 cubic yards How much material will be filled? /1-0 cubic yards tF)q ST: 140 C+} AW6e Depth of which material will be removed or deposited: 3 feet Proposed slope throughout the area of operations: 1 113 Manner in which material will be removed or deposited: %'i4/f� '� 130 3 �xCfl-✓� 3 �' l�c� S i ,rVT L . -S - rn#K4 i14 -L She..ev MOW A-. wo-f e4 ltrz- 6 L -Lep 47- zem4e4?h o)j a -F fwo. wolele- Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): ThW IF oii�(- 6 6 eco Eff f C.T AN TDwnl wett4v0s ori SUt"000 6c'1 pA�Pv� I n�rnrr��nuc a -, PROJECT ID NUMBER 617.20 0 SEAR APPENDIX C STATE ENVIRONMENTAL QUALITY REVIEW SHORT ENVIRONMENTAL ASSESSMENT FORM for UNLISTED ACTIONS Only PART 1 - PROJECT INFORMATION ( I o be completea Dy Hpplcant or t-rolect oponsur/ 1. APPLICANT/ SPONSOR 2. PROJECT NAME AJ o G /Dey' ce 3.PROJECT LOCATION: Moo .� rir51- �(/�`'�County Ww S�iilF'� ry Municipality O('Of 4. PRECISE LOCATION: Street Addess and Road Intersections. Prominent landmarks etc - or provide map t7 -o v r'LST' S T- 06A) CEHST" -S -We I OLrr74a�' D 5. IS PROPOSED ACTION: ❑ New ❑ Expansion I� Modification / alteration �1 6. DESCRIBE PROJECT BRIEFLY: -C 1152 Ekt! ST 40U5':-: /N-3DO 6 6 S 4zoov LjCve P-M5Ui W IzTP4-5'r FI.0 . rrJ W/ St-- fzDp7-1!:>9Y3r %)#-r7C- USX/ sr-. szGe>-00r--> hV0 � i ' C'33% OP SPP, 7. AMOUNT OFLAND AFFECTED: Initially v acres Ultimately acres 8. WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER RESTRICTIONS? Q4Yes ❑ No If no, describe briefly: IS PRESENT LAND USE IN VICINITY OF PROJECT? (Choose as many as apply.) II19999.���WHAT Commercial ❑Agriculture I y I Park / Forest / Open Space ❑ Other (describe) Residential � Industrial12 10. DOES ACTION INVOLVE A PERMIT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (Federal, State or Local) Yes❑No If yes, list agency name and permit / approval: Lai 1010elU121I Sb! C77 O)L-) 11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? ElYes ®No If yes, list agency name and permit / approval: 12. AS A RESULT OF PROPOSED ACTION WILL EXISTING PERMIT/ APPROVAL REQUIRE MODIFICATION? ❑Yes No I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE Applicant / Sponsor Name Date: —1 3 7-20 Signature — ±�i�A - I If the action is a Costal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment FRANK FALINO ARCHITECT PLLC Design & Construction 16 Harbor Road, Port Washington, NY 11050 Falino@optonline.net I Tel: 631-375-5511 July 23, 2013 To: Town of Southold Board of Trustees Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Re: William F. Grella Residence 1200 1st Street New Suffolk, NY 11956 Application in Accordance With Chapter 275 — Wetlands and Shoreline Dear Board of Trustees, I am attaching this letter, to the Application and Proposed Plans for raising and renovating the existing single family home, at the above referenced location, for your use. Pleased let me know of any questions or comments you may have, or of additional information you may require, to find this application acceptable. ATTACHMENTS: (1) original and (3) copies of the following: • Application • Survey • Project Plans • Photos SCHEDULE OF THE WORK: • Substantial Completion approximately (3) months from Start date DESCRIPTION OF THE WORK: The Grella Residence has sustained significant damage to its first floor level due to Hurricane Sandy. The intrusion of water from the storm has rendered the lower level C uninhabitable; destroying finishes, mechanical equipment, structural stability, and has also promoted the growth of mold. In order to correct the damage done by the storm, and make the home more livable for their growing family, the Owner's have asked us to redesign the home to meet the current code, and secure it from future storm damage. To this end, the following plan has been developed: • Raise the bottom of the lowest structural framing, which encloses habitable space, to not less than 10'-0" elevation (above mean sea level). • In order to accomplish this, we propose to: o Raise existing single family residence with hydraulic jacks and cribbing o Remove the existing first floor framing, concrete slab and foundation o Excavate directly below house (only) to 3'-0" below existing grade (slope excavation as required to angle of repose) o Install helical piles to PE specifications o Install concrete tie beams and piers o Re -install the fill previously removed for the new foundation work o Frame new first floor structure (bottom of structural members to exceed elevation 10'-0") o Frame new first floor bearing walls o Lower existing second floor down to meet new first floor framing o Perform minor alterations to existing second floor o Install new loft (to code) at second floor SPECIFICS OF THE CONSTRUCTION PLAN: 1. The plan as developed respects the existing setting, topography and natural features (waterways and wetlands) in the vicinity of the residence. 2. Since the home is currently "landlocked" by concrete pavers, decking over paving, bulkheads, and First Street, the construction operations will not create any unwanted storm water runoff to leave the property, or even the immediate construction site (below the existing home). 3. The earth that is going to be excavated for removal and installation of foundations systems will be reinstalled at the end of the first phase foundation work. No additional fill materials will be removed or deposited on the site. 4. All existing utilities — Water, Electric, Gas, Solar and Septic Systems will remain in effect. Because the original block portion of the septic system, which has worked more than adequately for the home since the Owner has lived there, was damaged by Sandy, it will be replaced by a precast structure, eliminating the 0a concern of future collapse. It will remain in its existing front/side yard location, away from the water, and accessible for future servicing, if necessary. 5. The new treated wood first floor framing system, over reinforced poured concrete piers (over Piles) will be set to required Flood Zone height. In the case of a future storm event, water from the bay will wash harmlessly through the open level at grade. (Mechanical systems will be located above flood level, and there will be not be any car parking below the raised house). STATEMENT OF EFFECT: We do not believe that the proposed construction operations will have any deleterious effects on the local natural environment, and that the completed project will provide a safe and secure home for the residents, who have displayed a great respect and concern for the neighborhood. We believe the upgrading of this home is in the very best interests of the community at large. Thank you for your consideration, and we look forward to discussing this application further, if necessary, at your earliest convenience. Respectfully Submitted, Frank Falino Architect, AIA, LEED AP CC: Mr. William Grella, MD Encl's 3 • • PART If - IMPACT ASSESSMENT o be com • feted by Lead Agency) - DOES encDOES ACTION EXCEED ANY TYPE t THRESHOLD IN 6 NYCRR, PART 617:4? If yes, coordinate ft review process and use the FULL EAF. M Yes Mf No S. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCWf PART 617.67 If No, a negative dedaraflon may be superseded by another imrolved agency. M Yes (f No C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING: (Answers may be handwritten. If legible) C1. Existing air quality, surface or groundwater quality or quantity, noise levels, existing traffic pattern, solid waste production or disposal, potential for erosion. drainage or flooding problems? Explain briefly: C2. A C3. V C4. A C5. Grr i C6. Lc I C7: Qi resbueoss, or or fauna, msn, snent(sn or wtiolae species, significant habitats, or as othctaay adopted, or a change in use or intensity of use or related_ activities likely to be induced by term, short term, cumulative, or other effects not identified in C 1-05? use of either quantity or type of or other natural resources7 D. WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL CHARACTERISTICS THAT CAUSED THE ESTABLISHMENT OF A CRITICAL ENVIRONMENTAL AREACEA ? If .es, =lain brief : nYes a No E. IS THERE, OR IS TF -0 Yes Q No PART M - DETEiMUM110N OF SIGNIFICANCE (To be completed by Agency) 0187Rt1C710NS: For each adverse eited identified above, determine whether it is substantial, large, btpo W or odmwise significa nt. Eads e16ed should be assessed In connection with its (a) setting (Le. urban or rural); (b) probability of occurring; (c) duration; (d) Irrevetsbirlty; (e) geolgrapldc scope; and M magnitude. If negessary. add attachments or rreferenoe supporting materials Ensure Ulat explanations contain - . - rAndent detail to showy that all relevant adverse Impacts have been identified and adequately addressed. If question d of part fi was dmdked yes, the detenubadon of significance must evaluatethe potential knpadof the proposed action on the envir otxnenial dtaraderstics of the CEA. Check tale box ifyou have idenflfled one ormore potentially large orsignilic:antadvrerse Impacts wMdt MAY ooax. Then proceed direadyto die F EAF andffor prepare a positive dedataftL Check 9* box If you have determined. based on am Itfonmallon and analysis above and any supporting documentation. that the proposed ac WILL NOT result in any significant adverse environmental Impacts AND provide, on attachments as necessary, the reasons supporting determination. Board of Trustees p Name of lead Agency Print or Type Name of Responsible Officer in Lead Agency Date President Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preoarer (if different from rPcnnmihio mors. -tet dog Town of Sou old Erosion, Sedimentation & Storm -Water Run-off ASSESSMENT FORM PROPERTY LOCATION: s.c.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A g �1o, , STORM -WATER, GRADING, DRAINAGE AND EROSION CONTROL PLAN s c ac n -gTa cr - oCT— CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM # / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm -Water Run -Off (include Total Area of all Parcels located within 3621 S F Generated by a Two (Y) Inch Rainfall on Site? the Scope of Work for Proposed Construction) (S.F.) ) (This item will include all run-off created by site b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all — and/or Ground Disturbance for the proposed D Site Improvements and the permanent creation of construction activity? (S.F. Acres) / impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed PROVIDE BRIEF PROJECT DESCRIPTION (Provide Adalonal Pages as Needed) Drainage Structures Indicating Size & Location? This ❑ X Item shall include all Proposed Grade Changes and — Q r ,� red S,1- f� �'(yI�- d Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion be to El h,^ PILE F0U9P_ 2Z 022-) and sediment control practices that will used control site erosion and storm water discharges. This -7� �;!/> Q„ / , 2 f`r �j�t2 item must be maintained throughout the Entire y^1l2 Construction Period. �►��—r ls� 4 Will this Project Require any Land Filling, Grading or Excavation there is a change to the Natural /,,, where Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 620 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand X (5,000 S.F.) Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the — Site? is this Project within the Trustees jurisdiction K or within One Hundred (100') feet of a Welland or General DEC SWPPP Requirements: Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one (1) or more acres; including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes`' are part of a larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen (15) feet of Vertical Rise to ❑ including Construction activities involving soil disturbances of less than one (1) acre where One Hundred (100') of Horizontal Distance? — the DEC has determined that a SPDES permit Is required for stone water discharges. ( SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways, Parking Areas or other Impervious for Storm Water Discharges from Construction activity - Permit No. GP -040-001.) Surfaces be Sloped to Direct Storm -Water Run -Off 1'The SWPPP shall be prepared prior to the submittal of the NOI. The NOI shah be — into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of constriction activity. 2. The SWPPP shah describe the erosion and sediment oontrol practices and where 9 Will this Project Require the Placement of Material, required, post -construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any a constructed to reduce the pollutants In storm water discharges and to assure Item Within the Town Right -of -Way or Road Shoulder compliance with the terms and conditions of this permiL In addition, the SWPPP shah Area? (Tris item win NOT induds the instanation of Driveway Aprons.) identify potential sources of pollution which may reasonably be expected to affect the Of storm water discharges. of quality storm NOTE: If Any Answer to Questions One through Nine is Answered with a Cheek Mark 3. All that require the post construction stone water management practice In a Box and the construction site disturbance is between 5,000. S.F. r1.1 Acre in area, a Store Water, Grading, Drainage Erosion Control Plan Required by the Town component shah be prepared by a qualified Design Professional Licensed in New York for Review Prior Issuance of Any Building PermIt Southold and Must o that is knowledgeable in the principles and practices of Storm Water Management. (Submitted kbe (NOTE: A Check Mark (,I) and/or Answer for each Question is Required for a Complete Application) STATE OF NEW YORK, Jid fV.to l............ SS COUNTY OF .... That I, ..J:l JN. ...�. llel �%•••••................. •• being duly sworn, deposes and says that he/she is the applicant for Permit, me of individual signing Document) ����pp is A`;;;i Andthat he/she the .................................................... .h......................................................................................... (Owner, Contrac►or, Agent, Corporate Officer, etc.) Owner and/or representative of the Owner or Owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed herewith. Sworn to be -i %_ me this; \\ .......................... ................. day of ... 1,.......................... , 20.1 Notary Public:... ... .. ........ ESTHER BEHRMA N (Signatur?4j Appiipnt) FORM - 06/10 notary ruonc - Digit yr naw VVIR N0.01 SE6192607 Qualified in Nassau GQ t My Commission Expires FRANK FALINO ARCHITECT PLLC Design & Construction 16 Harbor Road, Port Washington, NY 11050 Falino@optonline.net Tel: 631-375-5511 July 23, 2013 To: Town of Southold Board of Trustees Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Re: William F. Grella Residence 1200 1st Street New Suffolk, NY 11956 Application in Accordance With Chapter 275 — Wetlands and Shoreline Dear Board of Trustees, I am attaching this letter, to the Application and Proposed Plans for raising and renovating the existing single family home, at the above referenced location, for your use. Pleased let me know of any questions or comments you may have, or of additional information you may require, to find this application acceptable. ATTACHMENTS: (1) original and (3) copies of the following: • Application • Survey • Project Plans • Photos SCHEDULE OF THE WORK: • Substantial Completion approximately (3) months from Start date DESCRIPTION OF THE WORK: The Grella Residence has sustained significant damage to its first floor level due to Hurricane Sandy. The intrusion of water from the storm has rendered the lower level 1 uninhabitable; destroying finishes, mechanical equipment, structural stability, and has also promoted the growth of mold. In order to correct the damage done by the storm, and make the home more livable for their growing family, the Owner's have asked us to redesign the home to meet the current code, and secure it from future storm damage. To this end, the following plan has been developed: • Raise the bottom of the lowest structural framing, which encloses habitable space, to not less than 10'-0" elevation (above mean sea level). In order to accomplish this, we propose to: o Raise existing single family residence with hydraulic jacks and cribbing o Remove the existing first floor framing, concrete slab and foundation o Excavate directly below house (only) to 3'-0" below existing grade (slope excavation as required to angle of repose) o Install helical piles to PE specifications o Install concrete tie beams and piers o Re -install the fill previously removed for the new foundation work o Frame new first floor structure (bottom of structural members to exceed elevation 10'-0") o Frame new first floor bearing walls o Lower existing second floor down to meet new first floor framing o Perform minor alterations to existing second floor o Install new loft (to code) at second floor SPECIFICS OF THE CONSTRUCTION PLAN: 1. The plan as developed respects the existing setting, topography and natural features (waterways and wetlands) in the vicinity of the residence. 2. Since the home is currently "landlocked" by concrete pavers, decking over paving, bulkheads, and First Street, the construction operations will not create any unwanted storm water runoff to leave the property, or even the immediate construction site (below the existing home). 3. The earth that is going to be excavated for removal and installation of foundations systems will be reinstalled at the end of the first phase foundation work. No additional fill materials will be removed or deposited on the site. 4. All existing utilities — Water, Electric, Gas, Solar and Septic Systems will remain in effect. Because the original block portion of the septic system, which has worked more than adequately for the home since the Owner has lived there, was damaged by Sandy, it will be replaced by a precast structure, eliminating the 2 concern of future collapse. It will remain in its existing front/side yard location, away from the water, and accessible for future servicing, if necessary. 5. The new treated wood first floor framing system, over reinforced poured concrete piers (over Piles) will be set to required Flood Zone height. In the case of a future storm event, water from the bay will wash harmlessly through the open level at grade. (Mechanical systems will be located above flood level, and there will be not be any car parking below the raised house). STATEMENT OF EFFECT: We do not believe that the proposed construction operations will have any deleterious effects on the local natural environment, and that the completed project will provide a safe and secure home for the residents, who have displayed a great respect and concern for the neighborhood. We believe the upgrading of this home is in the very best interests of the community at large. Thank you for your consideration, and we look forward to discussing this application further, if necessary, at your earliest convenience. Respectfully Submitted, Frank Falino Architect, AIA, LEED AP CC: Mr. William Grella, MD Encl's Ord of Trustees Application* AUTHORIZATION (where the applicant is not the owner) 1, (L /A / , a"'A, residing at -FD 1501 a q 1� 6 0 (print owner of property) (mailing address} ,e do hereby authorizeN L / A/ D (Agent) to apply for permit(s) from the Southold Board of Town Trustees on my behalf. 1�t" le" - (Owner's si a e) 146 Ord of Trustees Applicatios County of Suffolk State of New York l hu' /", ;- . 69A9�(1y- BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF 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 REPRESENTATIVES(S), TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW OF THIS APPLICATION. Signature oPTroperty Owner j SWORN TO BEFORE ME THIS DAY OF 520/3 3 ary Public i. -.i XAVIER FERNANDEZ Notary Public - State of Now Yoft NO.OtFE6266464 Qualified in Rocldand County ' My Commission Expires 146 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the vert of town officers and emnlovees. The vuroose of this form is t_provide information which can alert the town of Rossible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: (Last name, fust name, ip ddle initial, unless you are applying in the name of someone else or other entity, such as a company. If so, indicate the.other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Variance Change of Zone Approval of plat Exemption from plat or official map Other (If "Other, name the activity.) Building r Trustee Y Coastal Erosion Mooring Planning Do you personally (or through your company, spouse, sibling, parent, or child) have a relationship .with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest. "Business interest" means a business, including a partnership, in which the town officer or employee has even a partial ownership of (or employment by) a corporation in which the town officer or employee owns more than 5% of the shares. YES NO Y If you answered "YES", complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself (the applicant/agent/representative) and the town officer or employee. Either check the appropriate line A) through D) and/or describe in the space provided. The town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply): A) the owner of greater than 5% of the shares of the corporate stock of the applic?nt (when the applicant is a corporation); B) the legal or beneficial owner of any interest in a non -corporate entity (when the applicant is not a corporation); C) an officer, director, partner, or employee of the applicant; or D) the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 9- Oday of ,J (A 204-3 Signature Print Name Form TS 1 Town of Southold A. INSTRUCTIONS LWRP CONSISTENCY ASSESSMENT FORM 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form. should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated. as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non - supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# �_ - 0-1 - 3'8 The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board ❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) ❑ (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: lzPJ�5tJ'l L,0 �Fi9-ST FJ W)C fig/ AOC/.ST. Trp eMf `" CYC- 0 -t -k( ked) • FRANK FALINO ARCHITECT PLLC Design & Construction 16 Harbor Road, Port Washington, NY 11050 Falino@optonline.net I Tel: 631-375-5511 July 23, 2013 To: Town of Southold Board of Trustees Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Re: William F. Grella Residence 1200 1 st Street New Suffolk, NY 11956 Application in Accordance With Chapter 275 — Wetlands and Shoreline Dear Board of Trustees, I am attaching this letter, to the Application and Proposed Plans for raising and renovating the existing single family home, at the above referenced location, for your use. Pleased let me know of any questions or comments you may have, or of additional information you may require, to find this application acceptable. ATTACHMENTS: (1) original and (3) copies of the following: • Application • Survey • Project Plans • Photos SCHEDULE OF THE WORK: • Substantial Completion approximately (3) months from Start date DESCRIPTION OF THE WORK: The Grella Residence has sustained significant damage to its first floor level due to Hurricane Sandy. The intrusion of water from the storm has rendered the lower level 1 s �_ I uninhabitable; destroying finishes, mechanical equipment, structural stability, and has also promoted the growth of mold. In order to correct the damage done by the storm, and make the home more livable for their growing family, the Owner's have asked us to redesign the home to meet the current code, and secure it from future storm damage. To this end, the following plan has been developed: • Raise the bottom of the lowest structural framing, which encloses habitable space, to not less than 10'-0" elevation (above mean sea level). • In order to accomplish this, we propose to: o Raise existing single family residence with hydraulic jacks and cribbing o Remove the existing first floor framing, concrete slab and foundation o Excavate directly below house (only) to 3'-0" below existing grade (slope excavation as required to angle of repose) o Install helical piles to PE specifications o Install concrete tie beams and piers o Re -install the fill previously removed for the new foundation work o Frame new first floor structure (bottom of structural members to exceed elevation 10'-0") o Frame new first floor bearing walls o Lower existing second floor down to meet new first floor framing o Perform minor alterations to existing second floor o Install new loft (to code) at second floor SPECIFICS OF THE CONSTRUCTION PLAN: 1. The plan as developed respects the existing setting, topography and natural features (waterways and wetlands) in the vicinity of the residence. 2. Since the home is currently "landlocked" by concrete pavers, decking over paving, bulkheads, and First Street, the construction operations will not create any unwanted storm water runoff to leave the property, or even the immediate construction site (below the existing home). 3. The earth that is going to be excavated for removal and installation of foundations systems will be reinstalled at the end of the first phase foundation work. No additional fill materials will be removed or deposited on the site. 4. All existing utilities — Water, Electric, Gas, Solar and Septic Systems will remain in effect. Because the original block portion of the septic system, which has worked more than adequately for the home since the Owner has lived there, was damaged by Sandy, it will be replaced by a precast structure, eliminating the 2 • • concern of future collapse. It will remain in its existing front/side yard location, away from the water, and accessible for future servicing, if necessary. 5. The new treated wood first floor framing system, over reinforced poured concrete piers (over Piles) will be set to required Flood Zone height. In the case of a future storm event, water from the bay will wash harmlessly through the open level at grade. (Mechanical systems will be located above flood level, and there will be not be any car parking below the raised house). STATEMENT OF EFFECT: We do not believe that the proposed construction operations will have any deleterious effects on the local natural environment, and that the completed project will provide a safe and secure home for the residents, who have displayed a great respect and concern for the neighborhood. We believe the upgrading of this home is in the very best interests of the community at large. Thank you for your consideration, and we look forward to discussing this application further, if necessary, at your earliest convenience. Respectfully Submitted, Frank Falino Architect, AIA, LEED AP CC: Mr. William Grella, MD Encl's 3 • • Location of action: /-1 DU A/(fit / ,St i Site acreage: L0 ` Z12� Present land use: 09 e4; toewy19F t Present zoning classification: Wr YAL?-W c- 61pfr&e�Sf 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: *' e7de jai0 (b) Mailing address: %o�J //0 So k (c) Telephone number: Area Code O 3 -75-5 5' / / (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No �If yes, which state or federal agency?. C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III — Policies; Page 2 for evaluation criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III — Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No dNot Applicable D X640 05ZVW c/le, lVbT l Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III — Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No [TNot Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III — Policies Pages 8 through 16 for evaluation criteria Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section IH — Policies Pages 16 through 21 for evaluation criteria El Yes ❑ No ZNotApplicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III — Policies; Pages 22 through 32 for evaluation criteria. ❑ ❑ Yes No Not Apple • Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III – Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III – Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes 1-1a No 1 Not Applicable NO 04') 22&421 0K hS1 7AWW2�1 -5 146&2922C -le f 601 PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ YeO No %ot Applicable fig 5�404tao-' Attach additional sheets if necessary WORKING COAST POLICIES 0 Policy 10. Protect Southold's water -dependent uses and promote siting of new water -dependent uses in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. 1:1 Yes 1:1 No U Not Applicable ` additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No tot Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III — Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No �ot Applicable PREPARED BY - - �,./� TITLE_ DATE? 20 08-02-11;18,05 EL17ABETH A. NEVILLE TOWN CLERIC REGI8`IRAR, O' •VITAL STATISTICS MARRIAGE 0PPI OER RECORDS MANAGEMENT 0F'FIcEll FREEDOM Or INFORMATION OF'FIC FR 2615427 �j OFFIiCE Or THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWA.I'EI{ DISTRICT API'LICAI'I.ON CONSTRUCTION or ALTI±,RATION 1'1;R 4.[T CESSPOOL or 841,TTIC"17ANK # 2/ 2 .,,Town Hall, 53095 Main KOS P.O. Box 117$ Southold, NewrYor^k 11911 Fax (831) 765-6146 Telephone (631) 765-18p0 sou tholdtown.nodliforlt.ne+ 1tPside�rtial �a7, $lt) V or- Noir-Rc;siden ial @ $25 Application Na. Pemait: No. _ --- Applicar:lt N�znie Applicant Mailing Addi-ess rn L �►.z i septic Tarilc. o�poal �/ —.... .` Brief es [ion Of Proposed Cutrsfnrctioll or Alteration-'��— .,`._n - � f if S%�!� l� I A / AC'1 w 1.-00atiou of 1?a:oposod Corastmclion/Al.terat.ion: Owner of Property: 6 Owner Mailing Address:- `P. d � �p t — — Owner I'ropeliy Address: 5W s Name and phone numbor of mitact person ±E0 Tax Map No: Section _._...�1� Block r Cross Street_. S(. NOTE: LOCATION MAP MUST DE SUBMITTED WITH APPLICATION, Num CONSTRUCTION REQUIRES SURVCY JVITR IIEALTI3 DEP T1 1 APPROVAL Signature of Applicant Date Received by: