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HomeMy WebLinkAboutTR-8846A '` r 1 SEA BREEZE VILLAGE CONDOMINIUM ASSOCIATION 60125 NORTH ROAD GREENPORT, NY 11944 c/o James Neuburger President 93 Beechwood Street Ef 2 Q E Farmingdale, NY 11735 �- Board of Trustees Town of Southold 9 2016c/o Elizabeth Cantrell54375 Main Roadlc!Tuwn PO Box 1179 This aes Southold, NY 11971 RE: Permit#8846A December 1, 2016 Dear Sirs, Please be advised-that we have completed the deck project as noted in your permit#8846A and ask that you perform`a visual inspection of the premises in order to issue us approval on said project. You will note upon inspection that the deck on Unit 1D has not been done and is the subject of litigation between the association and the unit owner.While we plan on doing the same work on this unit that was done on the other units we cannot do so until a settlement has been reached.At that time we will submit for a new permit for the work that must be done on Unit 1D and make payment of the application fee to the Town of Southold Board of Trustees. Kindly schedule the inspection for the completed work and forward the approval for the other units in the complex Units 1A, 1B, 1C,2A, 2B, 2C,21),3A,3B,3C,31),4A,4B,4C and 4D to my primary residence as noted. Thank you in advance for your consideration. Feel free to contact me directly should you have any questions regarding this matter. S. erely, 1 s eu urge Pres' ent ea Breeze Village,Condominium Association 93-Beechwood Street Farmingdale, NY 11735 i John M.Bredemeyer III,President O��QF y� Town Hall Annex Michael J.Domino,Vice-President '` l0 54375 Route 25 y P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G �► ® �O Telephone(631) 765-1892 Charles J.Sanders ®' Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: ('I Zch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1 st day of construction % constructed Project complete, compliance,'inspection. INSPECTED BY: COMMENTS: CERTIFICATE OF COMPLIANCE: John M.Bredemeyer III,President ��0f SOUlyo Town Hall Annex Michael J.Domino,Vice-President JO l® 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G @ Telephone(631) 765-1892 Charles J.Sanders �® Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1297C Date: December 14, 2016 THIS CERTIFIES that replacement of the existing seaside decks on all 15 condominium units, for Units lA 1B 1C 2A 2B 2C 3A 3B 3C 4A 4B and 4C construct a proposed 139sq.ft. upper deck with a 13 7sg ft stair landing and 41 69sg ft staircase to ground, Units 2D,-3D__and 4D construct a proposed 205 8sq_ft upper deck a 13 7sq ft stair landing and a 41.69sg.ft. staircase to ground Unit 1D SCTM•#44 1-1-1 (no construction performed that was,api)lied for)-, At 60125 Route 48, Greenport Suffolk County Tax Map #1000-44.1-1-2-16 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 17, 2016 pursuant to which Trustees Administrative Permit#8846A Dated July20, 2016, 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 replacement of the existing seaside decks on all 15 condominium units; for Units lA 1B 1C 2A 2B 2C 3A 3B 3C 4A 4B and 4C construct a proposed 139sg.ft. upper deck with a 13 7sq ft stair landing and 41 69sq ft staircase to ground; Units 2D 3D and 4D construct a proposed 205 8sg ft upper deck a 13 7sq ft stair landing and a 41.69sg.ft. staircase to ground, Unit 1D SCTM:#44 1-1-1 (no construction performed that was applied for),. The certificate is issued to SEA BREEZE VILLAGE CONDOMINIUM owners of the aforesaid property. Authorized Signature John M. Bredemeyer III, President ^='o�� �o� Town Hall Annex 54375 Route 25 Michael J Domino, Vice-President `'� L ��? : � Glenn Goldsmith 2 z `= P"O" Box 1179 A. Nicholas Krupski �, �;, Southold, NY 11971 Charles J. Sanders Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line 1St day of construction '/2 constructed Project complete, compliance inspection John M. Bredemeyer III, President ��'®F S®Uj�® Town Hall Annex Michael J. Domino,Vice-President hO �� 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A. Nicholas Krupski 0Telephone @ (631) 765-1892 Charles J. Sanders �'�C®UNTV,� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 8846A Date of Receipt of Application: June 17, 2016 Applicant: Sea Breeze Village Condominiums c/o Edmund John Tiedemann SCTM#: 1000-44.1-1 (Lots 1 — 16) Project Location: 60125 Route 48, Greenport Date of Resolution/Issuance: July 20, 2016 Date of Expiration: July 20, 2018 Reviewed by: Board of Trustees Project Description: Replace the existing seaside decks on all 16 condominium units; for Units 1 A, 1 B, 1 C, 2A, 213, 2C, 3A, 313, 3C, 4A, 413, and 4C construct a proposed 139sq.ft. upper deck with a 13.7sq.ft. stair landing, and 41.69sq.ft. staircase to ground; Unit 1 D construct a proposed 240sq.ft. upper deck, a 13.7sq.ft. stair landing and a 41.69sq.ft. staircase to ground; Units 213, 3D and 4D construct a proposed 205.8sq.ft. upper deck, a 13.7sq.ft. stair landing, and a 41.69sq.ft. staircase to ground. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the project plan submitted by Joan Chambers, received June 17, 2016, and stamped approved on July 20, 2016. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. John M. Bredemeyer, III President Board of Trustees SEABREEZE VILLAGE 360126 ROUTE 48 SOUTHOLD N .Y. A ------- UNIT 1 A NJ J U N 172016 PAUL & JOANNE HASHAGEN SITE KEY 1/32" V-0" EXISTING 138 . 3 SQ.FT. UPPER DECK 9 . 4 SQ.FT. STAIR LANDING 26 . 8 SQ.FT. STAIRCASE -PROPOSED REPLACEMENT 139 SQ.FT. UPPER DECK 13 . 7 SQ.FT. STAIR LANDING fi 41 . 69 SQ.FT. STAIRCASE M' g7T � EXIST. POURED WALL- 'I POURED CONCRETE FOUNDATION WALL — — — -— — — — — — — REP2x10 LEDGER 112" EPDXY COATED BOLTS W/ ANCHOR —16.-3"- GENERAL NOTES FASTEN STEN w/ 2 ACE EXIST. 2X10 LEDGER w/ NEW 2X10 LEDGER STAGGERED @ 16" OC MIN. Ix 1 All work shall conform to the requirements of the Residental Code of New York NEW 6X6 POST ON ^ UJ EXIST. PIER & FTG. (3I State, County and Town Department Regulations, Utility Company requirements and 0 best trade practises. U) 1-0 2. Before commencing work the Contractor shall file all documents required by the C� U) co 0 .1 Building Department, pay all fees required by local agencies and obtain all required 0 C) 0UJ 0 UJ permits. 0 (P) 3. The Contractor shall visit the site and verify all dimensions and the existing TREX "GRAVEL PATH" DECKING II co conditions affecting the work prior to construction. Any discrepancies which would L/) 00 W/ HIDDEN FASTENERS X @J (5 Z cr W W 0 W U) interfere with the satisfactory completetion of the work described herein shall be LU X LIJ fr ?: I� _ reported to the designer or property owner. Do not start work until such conditions V TREX TRANSCEND WHITE ZII Ihave been examined and a course of action mutually agreed upon. Failure to notify COMPOSITE POSTS & RAIL----\ C the owner or designer of unsatisfactory conditions will be construed as an acceptance 2-2X10 GIRDER of the conditions to properly perform the required work. % Z — — — — — — — 4. All work is to conform to the drawings and specifications of the designer and NEW 3-2X12 GIRDER I6X6 POST ON 12" DIA. engineer consultants. NEW 6X6 POST ON POUR. CONC. PIER TYP. 5. The Contractor is to maintain a complete and up to date set of plans on the 12'-21"— EXIST. PIER & FTG. 13'-2"2 job site at all times 2--21.1— 6. The drawings are not to be scaled under any circumstances. It LINE 2 OF EXIST. GRADE LEVEL WOOD CK BELOW 2'-10" 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures including storage and toilet facilities,protection of existing work to remain,access to work area, hours of permitted work,availability of water and electric power and all —3 0 APPROVED BY other conditions and restrictions for this particular location in order to execute the L—3'-91 EXISTING DECK PLAN work in a careful and orderly manner with the least possible disturbance to the public. PROPOSED DECK PLAN 2 BOARD OF I RUSTEES 8. The Contractor shall make the neccesary arrangements to utilities and services -TOVM OF SOUTHOLD temporarily disconnected while performing the work as required. 10 9. The Contractor shall provide all dimensions and cut-outs for other trades. [IDATE ;rfty 20 241& " 10. The Contractor shall provide proper shoring and bracing for all remaining structure prior to removal of existing structure. 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed persons who shall arrange for and obtain all required inspections. Contractor shall be responsible for scheduling all other inspections as required. ,ZZ I 1 12. The Contractor is solely responsible for construction safety and shall hold the owner and designer harmless from litigation arising out of the Contractor's failure to provide construction safety means and methods. TREX TRANSCEND WHITE COMPOSITE POSTS & RAIL CONSTRUCTION NOTES TREX TRANSCEND WHITE All footings shall rest on undisturbed soil at a minimum o below fin. grade COMPOSITE POSTS & RAIL and where existing footings are to be utilized they must be inspected and verified to meet standard criteria and building code requirements. TREX "GRAVEL PATH" DECKING 2_2X122. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. W/ HIDDEN FASTENERS HEADER .I TREX FASCIA TREX FASCIA 3. Unless otherwise noted all framing and structural wood components shall be or better Douglas Fir. TREX TRANSCEND WHITE NEW 3-2x12 GIRDER ASSEMBLED W// NEW 2X8 DECK JOISTS @ 16" OC COMPOSITE POSTS & RAIL 4. All framing techniques and methods shall be as prescriptive design based on NEW 6X6 POST ON 2 STAGGERED ROWS OF 3" SCREWS TECO TO GIRDER & LEDGERTREX "GRAVEL PATH" DECKING AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) EXIST. PIER & FTG. SPLICES @ POSTS ONLY. GIRDER TO BEAR FULLY ON NOTCH NEW 2X10 LEDGER ON TREADS or as specified in R301.2.1.1 ANCHOR GIRDER TO POST W/ FASTEN W/ 2-112" EPDXY TREX FASCIA ON 5. All portions of the new structure are designed to comply with local geographic SIMPSON BCS STRAP OR EQUAL. COATED BOLTS W/ ANCHORS TOE KICKS and climatic criteria as stated in the following table. STAGGERED @ 16" OC R X1 ACID STRINGE S GEOGRAPHIC & CLIMATE DESIGN CRITERIA NEW 6X6 ACO. POST EXIST. VINYL SIDING @ 16" OC GROUND SNOW LOAD 45 psl NEW 6X6 ACO POST ON WIND SPEED 120 MPH --EXIST. PIER & FTG. SEISMIC DESIGN CATATGORY B EXIST. IN-GRADE WOOD DECK-� WEATHERING SEVERE PRESERVATIVE - 0 A_ TERMITE THREAT MODERATE TO HEAVY EXIST. IN-GRADE WOOD DECK __� TREAT ENDS OF POSTS W/ _441 FROST LINE DEPTH 36" POST BASE W/ ANCHOR BOLTDECAY SLIGHT TO MODERATE L_t12"X6"X4" CONJPAD!@ BASE WINTER DESIGN TEMPERATURE EXIST. PIERS & FTGS. TO REMAIN VERIFY INTEGRITY OF FLOOD HAZARD AS NOTED EXIST. POUR. CONC. PIER & FTG. CL DECK & STAIR REPLACEMENT ELEVATION SECTION 1 SECTION 2 PLAN/SECTION/ELEVATION - JUNE 15, 2016 1 /4" = V-0" SEABREEZE VILLAGE 60126 ROUTE 48 & SOUTHOLD N .Y. -- -- UN IT 1 B `7- -------- it e- __ - _- 1000 - 44 . 01 - 1 - 03 SITE KEY CHARLES F . GICIVANNA 1/32" V-0" EXISTING 138 . 3 SQ.FT. UPPER DECK 9 . 4 SQ.FT. STAIR LANDING 26 . 8 SQ. FT. STAIRCASE -PROPOSED REPLACEMENT 139 SQ.FT. UPPER DECK 13 . 7 SQ.FT. STAIR LANDING �EXIST. POURED CONCRETE*FOUNDATION WALL1 EXIST. POURED CONCRETE FOUNDATION WALL' 4 1 . 6 9 SQ.FT. STAIRCASE EXIST. 2X 0 LEDGER w/ NEW 2X10 LEDGE FASTEN w/ 2- 1 ANCHORS 12" EPDXY COATED BOLTS W/ 2x10 LEDGER REPLACE 1 STAGGERED @ 16" OC MIN. 16'-3" NEW 6X6 POST ON III;< ;< GENERAL NOTES R & FTG. JJ EXIST. PIE 2 2X 0 "'12, oI 1. All work shall conform to the requirements of the Residental Code of New York UJ <X State, County and Town Department Regulations, Utility Company requirements and o LO < LU C� best trade practises. LU C3 0 C 2. Before commencing work the Contractor shall file all documents required by the U < �0 I @J 0 UJ I LL Building Department, pay all fees required by local agencies and obtain all required TREX "GRAVEL PATH" DECKING - - U) W/ HIDDEN FASTENERS X @ I LU �: — @ cc p3ermits. (0 C� LU . The Contractor shall visit the site and verify all dimensions and the existing UJ LU U) Z LU Z[r conditions affecting the work prior to construction. Any discrepancies which would TREX TRANSCEND WHITE F__ (n(3 COMPOSITE POSTS & RAIL---\ Z interfere with the satisfactory completetion of the work described herein shall be 06 rn 1- o reported to the designer or property owner. Do not start work until such conditions rK71 2-2X10 GIRDER have been examined and a course of action mutually agreed upon. Failure to notify NEW 3-2X12 GIRDER — — — — — —= the owner or designer of unsatisfactory conditions will be construed as an acceptance 6X6 PO NEW 6X6 POST ON �t7 ST ON 12" DIA. of the conditions to properly perform the required work. POUR. CONIC. PIER TYP. EXIST. PIER & FT G. 2'-21'. 4. All work is to conform to the drawings and specifications of the designer and 1 -21' =1 2 engineer consultants. 2 132.222„ 2" 5. The Contractor is to maintain a complete and up to date set of plans on the —2•-10" 3 job site at all times 6. The drawings are not to be scaled under any circumstances. LINE OF EXIST. GRADE LEVEL WOOD DECK BELOW 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures PROPOSED DECK PLAN3'-9z'` including storage and toilet facilities,protection of existing work to remain,access to work area, hours of permitted work,availability of water and electric power and all EXISTING DECK PLAN other conditions and restrictions for this particular location in order to execute the 2 work in a careful and orderly manner with the least possible disturbance to the public. 8. The Contractor shall make the neccesary arrangements to utilities and services temporarily disconnected while performing the work as required. 9. The Contractor shall provide all dimensions and cut-outs for other trades. 10. The Contractor shall provide proper shoring and bracing for all remaining structure prior to removal of existing structure. 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed persons who shall arrange for and obtain all required inspections. Contractor shall be responsible for scheduling all other inspections as required. TREX TRANSCEND WHITE 12. The Contractor is solely responsible for construction safety and shall hold the COMPOSITE POSTS & RAIL owner and designer harmless from litigation arising out of the Contractor's failure to provide construction safety means and methods. TREX TRANSCEND WHITE CONSTRUCTION NOTES COMPOSITE POSTS & RAIL TREX "GRAVEL PATH" DECKING 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade fli and where existing footings are to be utilized they must be inspected and verified to W/ HIDDEN FASTENERS - --------- 2-2X12 meet standard criteria and building code requirements. TREX FASCIA TREX FASCIA HEADER EN S D TS WHITE IT RE AIL L PATH" DECKING ING FASTENERS Y2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. SS L TREX TRANSCEND WHITE 3. Unless otherwise noted all framing and structural wood components shall be NEW 6X6 POST ON NEW 3-202 GIRDER ASSEMBLED W/ NEW 2X8 DECK JOISTS @ 16" 0 C COMPOSITE POSTS & RAIL SCREWS EXIST. PIER & FTG. 2 STAGGERED ROWS OF 3" SCREWS TECO TO GIRDER & LEDGER #2 or better Douglas Fir. SPLICES @ POSTS ONLY. I TREX "GRAVEL PATH" DECKING GIRDER TO BEAR FULLY ON NOTCH NEW 2X10 LEDGER ON TREADS 4. All framing techniques and methods shall be as prescriptive design based on ANCHOR GIRDER TO POST W/ FASTEN W/ 2-112" EPDXY TREX FASCIA ON AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) SIMPSON BCS STRAP OR EQUAL. COATED BOLTS W/ ANCHORS TOE KICKS or as specified in R301.2.1.1 Ll STAGGERED @ 16" OC 5. All portions of the new structure are designed to comply with local geographic EXIST. VINYL SIDING2X12 ACID STRINGERS and climatic criteria as stated in the following table. NEW 6X6 ACQ. POST @ 16" OC NEW 6X6 ACO POST ON GEOGRAPHIC & CLIMATE DESIGN CRITERIA EXIST. PIER & FTG. GROUND SNOW LOAD 45psl rl EXIST. IN-GRADE WOOD DECK EXIST. IN-GRADE WOOD DECK—\ WIND SPEED 120 MPH TREAT ENDS OF POSTS W/ SEISMIC DESIGN CATATGORY B PRESERVATIVE WEATHERING SEVERE T POST BASE W/ ANCHOR BOLT FROST LINE DEPTH 36" TERMITE THREAT MODERATE TO HEAVY VERIFY INTEGRITY OF------------T t12"X13"X4" CONC. BASE DECAY EXIST. PIERS & FTGS. TO REMAIN L EXIST. POUR. CONC. PIER SLIGHT TO MODERATE & FTG. I WINTER DESIGN TEMPERATURE 11 FLOOD HAZARD AS NOTED ELEVATION SECTION 1 SECTION 2 DECK & STAIR REPLACEMENT PLAN/S ECTI ON/ELEVATION JUNE 15, 2016 1 /4" = V-10" SEABREEZE VILLAGE 6 012 6 ROUTE 48 SOUTHOLD N .Y. T! UNIT 1 C 1000 - 44 . 01 - 1 - 02 4 AL___ P11 O'GRADY IRR . TRUST SITE KEY 1/32" = V-0" EXISTING 138 . 3 SQ.FT. UPPER DECK 9 .4 SQ.FT. STAIR LANDING 26 . 8 SQ.FT. STAIRCASE PROPOSED REPLACEMENT 139 SQ.FT. UPPER DECK 13 . 7 SQ.FT. STAIR LANDING 41 . 69 SQ.FT. STAIRCASE 'EXIST. POURED CONCRETE F'UNDA ION WALL EXI�T.'P66R�ED CONCRETE FOUNDATION WALL 1. All work shall conform to the requirements of the Residental Code of New York —16'-3 [ 200 LEDGER _��R�EPLACE EXIST. 2X10 LEDGER w/ NEW 2X10 LEDGER 7FASTEN w/ 2- 112" EPDXY COATED BOLTS W/ ANCHORS11 STAGGERED @ 16" OC MIN. State, County and Town Department Regulations, Utility Company requirements and NEW 6X6 POST ON III—v- LU best trade practises. EXIST. PIER & FTG. N n C.D 0 1 2. Before commencing work the Contractor shall file all documents required by the LU 2-2X12 x J 0 Building Department, pay all fees required by local agencies and obtain all required U) I permits. LU Cn 0 0 3. The Contractor shall visit the site and verify all dimensions and the existing U 1 .1 0 LU 0 conditions affecting the work prior to construction. Any discrepancies which would TREX "GRAVEL PATH" DECKING < co @) interfere with the satisfactory completetion of the work described herein shall be X CO W/ HIDDEN FASTENERS ---- X (D W Cr X Ld Q�UJ reported to the designer or property owner. Do not start work until such conditions o U) W Z 0 have been examined and a course of action mutually agreed upon. Failure to notify Z UJ V UJ (0<0 V the owner or designer of unsatisfactory conditions will be construed as an acceptance TREX TRANSCEND WHITE r LL 06 of the conditions to properly perform the required work. COMPOSITE POSTS & RAIL----\ 0 4. All work is to conform to the drawings and specifications of the designer and V 2-2X10 GIRDER engineer consultants NEW 3-2X12 GIRDER 5. The Contractor 6X6 POST ON 12" DIA. s to maintain a complete and up to date set of plans on the POUR. CONC. PIER TYP. NEW . 1.. job site at all times EXIST.6X6 —12'-2 — 6. The drawings are not to be scaled under any circumstances. PER & FTG..POST ON 13:-2::2 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures LINE OF EXIST. GRADE LEVEL BRICK PATIO BELOW —2'-10 including storage and toilet facilities,protection of existing work to remain,access to work area, hours of permitted work,availability of water and electric power and all other conditions and restrictions for this particular location in order to execute the 3'-0" work in a careful and orderly manner with the least possible disturbance to the public. 8. The Contractor shall make the neccesary arrangements to utilities and services PROPOSED DECK PLAN 2 EXISTING DECK PLAN temporarily disconnected while performing the work as required. 9. The Contractor shall provide all dimensions and cut-outs for other trades. 2) 10. The Contractor shall provide proper shoring and bracing for all remaining structure prior to removal of existing structure. 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed persons who shall arrange for and obtain all required inspections. Contractor shall be responsible for scheduling all other inspections as required. 12. The Contractor is solely responsible for construction safety and shall hold the owner and designer harmless from litigation arising out of the Contractor's failure to TREX TRANSCEND WHITE provide construction safety means and methods. COMPOSITE POSTS & RAIL CONSTRUCTION NOTES TREX TRANSCEND WHITE 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade COMPOSITE POSTS & RAIL and where existing footings are to be utilized they must be inspected and verified to TREX "GRAVEL PATH" DECKING meet standard criteria and building code requirements. W/ HIDDEN FASTENERS 2-2X12 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. HEADER TREX FASCIA TREX FASCIA 3. Unless otherwise noted all framing and structural wood components shall be TREX TRANSCEND WHITE - - - - - - #2 or better Douglas Fir. NEW 3-202 GIRDER ASSEMBLED W// NEW 2X8 DECK JOISTS @ 16" OC COMPOSITE POSTS & RAIL 4. All framing techniques and methods shall be as prescriptive design based on NEW 6X6 POST ON 2 STAGGERED ROWS OF 3" SCREWS TECO TO GIRDER & LEDGER TREX "GRAVEL PATH" DECKING AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) EXIST. PIER & FTG. SPLICES @ POSTS ONLY. GIRDER TO BEAR FULLY ON NOTCH NEW 2X10 LEDGER ON TREADS or as specified in 8301.2.1.1 ANCHOR GIRDER TO POST W/ FASTEN W/ 2-1/2" EPDXY TREX FASCIA ON 5. All portions of the new structure are designed to comply with local geographic SIMPSON BCS STRAP OR EQUAL. COATED BOLTS W/ ANCHORS TOE KICKS and climatic criteria as stated in the following table. STAGGERED @ 16" OC EXIST. VINYL SIDING 2X12 ACQ STRINGERS @ 16 OC GEOGRAPHIC & CLIMATE DESIGN CRITERIA NEW 6X6 ACQ. POST NEW 6X6 ACO POST ON GROUND SNOW LOAD 45 psl EXIST. PIER & FTG. WIND SPEED 120 MPH SEISMIC DESIGN CATATGORY B EXIST. IN-GRADE BRICK PATIO--\ WEATHERING SEVERE EXIST. IN-GRADE BRICK PATIO TREAT ENDS OF POSTS W/ FROST LINE DEPTH 36" PRESERVATIVE TERMITE THREAT MODERATE TO HEAVY POST BASE W/ ANCHOR BOLT DECAY SLIGHT TO MODERATE EXIST. PIERS & FTGS. TO REMAIN I I 12"X6"X4" CONC.1 PAD 6 BASE I I WINTER DESIGN TEMPERATURE 11 VERIFY INTEGRITY OF FLOOD HAZARD AS NOTED EXIST. POUR. CONC. PI ER I I I I C—L & FTG. DECK & STAIR REPLACEMENT ELEVATION SECTION 1 SECTION 2 PLAN/SECTION/ELEVATION JUNE 15, 2016 1 /4" = V-10" SEABREEZE VILLAGE 60126 ROUTE 48 SOUTHOLD N .Y. UNIT 1 D nil 1000 - 44 . 01 - 1 - 01 WASSERMAN CROWN LLC EXISTING SITE KEY 1/32" V-0" 240 SQ.FT. UPPER DECK 9 .4 SQ.FT. STAIR LANDING 26 . 8 SQ.FT. STAIRCASE PROPOSED REPLACEMENT 240 SQ.FT. UPPER DECK 13 . 7 SQ.FT. STAIR LANDING 41 . 69 SQ.FT. STAIRCASE -7 % EXIST. POURED CONCRETE FOUNDATION WALL IST. POURED CONCRETE FOUNDATION WALL - — - - - — - — - — - — - — - — - GENERAL NOTES REPLACE EXIST. 2X10 LEDGER w/ NEW 2X10 LEDGER 2x10 LEDGER FASTEN wl 2- 112" EPDXY COATED BOLTS W/ ANCHORSNI STAGGERED @ 16" OC MIN. 1 All work shall conform to the requirements of the Residental Code of New York III V) 0 0 NEW 6X6 POST ONIII XII 1 27'-12,. State, County and Town Department Regulations, Utility Company requirements and TREX TRANSCEND WHITE 0 UJ 0 COMPOSITE POSTS & RAIL 0 - EXIST. PIER & FTG. U) 0 best trade practises. < 1- �2 2-2X12 TREX "GRAVEL PATH" DECKING .1 0 -U) 0 UJ 2. Before commencing work the Contractor shall file all documents required by the — III W/ HIDDEN FASTENERS X Er 0 I Building Department, pay all fees required by local agencies and obtain all required C6 0 0 UJ permits. Lr 0 W CD 0 3. The Contractor shall visit the site and verify all dimensions and the existing 0 LU III NEW. 6X6 POST ON EXIST 6X6 POST NEW 6X6 POST ON 1 0 conditions affecting the work prior to construction. Any discrepancies which would ROCK & CONCRETE TO BE REMOVED EXIST. PIER & FTG. interfere with the satisfactory completetion of the work described herein shall be RETAINING WALL LEAVE FTG. IN PLACE WU) W C) I (P) 41 reported to the designer or property owner. Do not start work until such conditions NEW 6X6 ACQ POST NEW 6X6 ACO POST - -III ANCHORED TO NEW ANCHORED TO NEW , Ir -W UJ W X have been examined and a course of action mutually agreed upon. Failure to notify 111) 10" DIA. POUR. CONC. PIER 10" DIA. POUR. CONC. PIER HIS POST BEARS ON < LL the owner or designer of unsatisfactoryconditions will be construed as an acceptance Z N ROCK AND MASONRY TO 20" DIA. POUR. CONC. FTG. TO 20" DIA. POUR. CONC. FTG. o 0 RETAINING WALL of the conditions to properly perform the required work. 2-2X10 GIRDER 4. All work is to conform to the drawings and specifications of the designer and engineer consultants. NEW 3-2X12 GIRDER 6X6 POST ON 1.2" DIA. _J 5. The Contractor is to maintain a complete and up to date set of plans on the POUR. CONC. PIER TYP. LINE OF EXIST. GRADE LEVEL WOOD DECK BELOW job site at all times 6. The drawings are not to be scaled under any circumstances. 1 4 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures L2 1 101-9 -911. 2'-10"_24'-11 24'-03,.— including storage and toilet facilities,protection of existing work to remain,access to 2 work area, hours of permitted work,availability of water and electric power and all PROPOSED DECK PLAN EXISTING DECK PLAN other conditions and restrictions for this particular location in order to execute the work in a careful and orderly manner with the least possible disturbance to the public. 2 8. The Contractor shall make the neccesary arrangements to utilities and services temporarily disconnected while performing the work as required. 9. The Contractor shall provide all dimensions and cut-outs for other trades. 40 10. The Contractor shall provide proper shoring and bracing for all remaining structure prior to removal of existing structure. 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed persons who shall arrange for and obtain all required inspections. Contractor shall be responsible for scheduling all other inspections as required. 12. The Contractor is solely responsible for construction safety and shall hold the owner and designer harmless from litigation arising out of the Contractor's failure to provide construction safety means and methods. TREX TRANSCEND WHITE COMPOSITE POSTS & RAIL CONSTRUCTION NOTES Qt 1. All footings shall rest on undisturbed soil at a minimum of 36' below fin. grade TREX TRANSCEND WHITE is and where existing footings are to be utilized they must be inspected and verified to COMPOSITE POSTS & RAIL meet standard criteria and building code requirements. TREX "GRAVEL PATH" DECKING 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. W/ HIDDEN FASTENERS 2-2X12 HEADER 3. Unless otherwise noted all framing and structural wood components shall be refs TREX FASCIA TREX FASCIA #2 or better Douglas Fir. Y11 TREX TRANSCEND WHITE 4. All framing techniques and methods shall be as prescriptive design based on NEW. 6X6 POST ON NEW 6X6 POST ON 3-2x12 GIRDER ASSEMBLED W/—,-,, \—NEW 2X8 DECK JOISTS @ 16" OC COMPOSITE POSTS & RAIL AF&P WOOd Frame Construction Manual for One and two Family Dwellings (WFCM) 2 STAGGERED ROWS OF 3" SCREWS TECO TO GIRDER & LEDGERTREX "GRAVEL PATH" DECKING or as specified in 8301.2.1.1 ROCK & CONCRETE EXIST. PIER & FTG. SPLICES @ POSTS ONLY. RETAINING WALL GIRDER TO BEAR FULLY ON NOTCH NEW 2X10 LEDGER ON TREADS 5. All portions of the new structure are designed to comply with local geographic ANCHOR GIRDER TO POST W/ FASTEN W/ 2-112" EPDXY TREX FASCIA ON and climatic criteria as stated in the following table. NEW 6X6 ACO POST SIMPSON BCS STRAP OR EQUAL. COATED BOLTS W/ ANCHORS TOE KICKS ANCHORED TO NEW STAGGERED @ 16" OC GEOGRAPHIC & CLIMATE DESIGN CRITERIA 10" DIA. POUR. CONC. PIER 2X12 ACO STRINGE S EXIST. VINYL SIDING TO 20" DIA. POUR. CONC. FTG. @ 16" OC GROUND SNOW LOAD 45 psl 6X6 ACQ. POST WIND SPEED 120 MPH NEW 6X6 ACQ POST ON EXIST. PIER & FTG. SEISMIC DESIGN CATATGORY B EXIST. WOOD DECK WEATHERING SEVERE REPAIR AS NECESSARY FROST LINE DEPTH 36" TREAT ENDS OF POSTS W/ TERMITE THREAT MODERATE TO HEAVY PRESERVATIVE J1 L DECAY SLIGHT TO MODERATE F 9 =L POST BASE W/ ANCHOR BOLTWINTER DESIGN TEMPERATURE 11 10" DIA. POURED CONC. PIER J Lt12"X6"X4" CONC. PAD @ BASE JI FLOOD HAZARD AS NOTED (SONOTUBE OR EQUAL) C E _ I L 1 20" DIA. POURED CONC. FTG. MUST BEAR ON SOLID GRADE DECK & STAIR REPLACEMENT ELEVATION SECTION 1 SECTION 2 PLAN/SECTION/ELEVATION JUNE 15, 2016 1 /4" = V-0" SEABREEZE VILLAGE 60126 ROUTE 48 ------ SOUTHOLD N .Y. L 111 UNIT 2 A 1000 - 44 . 01 - 1 - 08 IFF EDMUND & SUSAN TIEDEMANN SITE KEY 1/32" V-0" EXISTING 138 . 3 SQ.FT. UPPER DECK 9 . 4 SQ.FT. STAIR LANDING 26 . 8 SQ.FT. STAIRCASE PROPOSED REPLACEMENT 139 SQ.FT. UPPER DECK 13 . 7 SQ.FT. STAIR LANDING 41 . 69 SQ.FT. STAIRCASE GENERAL NOTES 1. All work shall conform to the requirements of the Residental Code of New York :EXIST. POURED CONCRETE'FOUNDATION WALL: State, County and Town Department Regulations, Utility Company requirements and EXIST. POURED CONCRETE FOUNDATION WALL' best trade practises. REPLACE EXIST. 2X10 LEDGER W/ NEW 2X10 LEDGER 2x10 LEDGER 2. Before commencing work the Contractor shall file all documents required by the \— NC IRS FASTEN w/ 2- 1/2" EPDXY COATED BOLTS W/ ANCHORS 16'-3" Building Department, pay all fees required by local agencies and obtain all required STAGGERED @ 16" OC MIN. NEW 6X6 POST ON IIIX LU permits. EXIST. PIER & FTG. 0 3. The Contractor shall visit the site and verify all dimensions and the existing 0 LU 2_2X1 conditions affecting the work prior to construction. Any discrepancies which would 0 interfere with the satisfactory completetion of the work described herein shall be LIJ U) U) 0 0 reported to the designer or property owner. Do not start work until such conditions 0 < < C) U Cl) Ld 0 JJ b have been examined and a course of action mutually agreed upon. Failure to notify 0 U - the owner or designer of unsatisfactory conditions will be construed as an acceptance < W I @ TREX "GRAVEL PATH" DECKING of the conditions to properly perform the required work. W/ HIDDEN FASTENERS ---- N@ LIJ Ui H�� Z C) LLJ 4. All work is to conform to the drawings and specifications of the designer and U) JJ LLJ 0 Uengineer consultants. TREX TRANSCEND WHITE J_ I <06 - 5. The Contractor is to maintain a complete and up to date set of plans on the COMPOSITE POSTS & RAIL----\ job site at all times 0 V 2-2X10 GIRDER 6. The drawings are not to be scaled under any circumstances. 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures NEW 3-2X12 GIRDER 6X6 POST ON 12" DIA. including storage and toilet facilities,protection of existing work to remain,access to POUR, CONC. PIER TYP. work area, hours of permitted work,availability of water and electric power and all NEW 6X6 POST ON EXIST. PIER & FTG. 13'-2*2 other conditions and restrictions for this particular location in order to execute the 12--2j- 2'-10.. work in a careful and orderly manner with the least possible disturbance to the public. 8. The Contractor shall make the neccesary arrangements to utilities and services LINE OF EXIST. GRADE LEVEL WOOD DECK BELOW temporarily disconnected while performing the work as required. Y�7719. The Contractor shall provide all dimensions and cut-outs for other trades. 10. The Contractor shall provide proper shoring and bracing for all remaining structure L-3'-91 EXISTING DECK PLAN prior to removal of existing structure. PROPOSED DECK PLAN 2 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed persons who shall arrange for and obtain all required inspections. Contractor shall be responsible for scheduling all other inspections as required. 12. The Contractor is solely responsible for construction safety and shall hold the owner and designer harmless from litigation arising out of the Contractor's failure to provide construction safety means and methods. CONSTRUCTION NOTES TREX TRANSCEND WHITE COMPOSITE POSTS & RAIL 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade and where existing footings are to be utilized they must be inspected and verified to meet standard criteria and building code requirements. TREX TRANSCEND WHITE 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. COMPOSITE POSTS & RAIL 3. Unless otherwise noted all framing and structural wood components shall be TREX "GRAVEL PATH" DECKING 2-2X12 #2 or better Douglas Fir. W/ HIDDEN FASTENERS HEADER 4. All framing techniques and methods shall be as prescriptive design based on AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) TREX FASCIA TREX FASCIA I or as specified in R301.2.1.1 TREX TRANSCEND WHITE - - - - - 5. All portions of the new structure are designed to comply with local geographic NEW 3-2x12 GIRDER ASSEMBLED W// \—NEW 2X8 DECK JOISTS @ 16" OC COMPOSITE POSTS & RAIL NEW 6X6 POST ON 2 STAGGERED ROWS OF 3" SCREWS TECO TO GIRDER & LEDGER TREX "GRAVEL PATH" DECKING and climatic criteria as stated in the following table. EXIST. PIER & FTG. SPLICES @ POSTS ONLY. ON TREADS GIRDER TO BEAR FULLY ON NOTCH NEW 2X10 LEDGER ANCHOR GIRDER TO POST W/ FASTEN W/ 2-112" EPDXY TREX FASCIA ON GEOGRAPHIC & CLIMATE DESIGN CRITERIA TOE KICKS GROUND SNOW LOAD 45 psl SIMPSON BCS STRAP OR EQUAL. COATED BOLTS W/ ANCHORS STAGGERED @ 16'. OC WIND SPEED 120 MPH 2X12 ACO STRINGS S SEISMIC DESIGN CATATGORY B EXIST. VINYL SIDING @ 16" OC NEW 6X6 ACQ. POST WEATHERING SEVERE NEW 6X6 ACO POST ON FROST LINE DEPTH 36" EXIST. PIER & FTG. TERMITE THREAT MODERATE TO HEAVY EXIST. GRADE LEVEL DECK DECAY SLIGHT TO MODERATE WINTER DESIGN TEMPERATURE 11 EXIST. GRADE LEVEL DECK TREAT ENDS OF POSTS W/ FLOOD HAZARD AS NOTED PRESERVATIVE _1 POST BASE W/ ANCHOR BOLT EXIST. PIERS & FTGS. TO REMAIN Lt12"X6"X4" CONC.I PAD BASE VERIFY INTEGRITY OF EXIST. POUR. CONIC. PIER DECK & STAIR REPLACEMENT & FTG. PLAN/SECTION/ELEVATION ELEVATION SECTION 1 SECTION 2 JUNE 15, 2016 1 /4" = 1'-0" SEABREEZE VILLAGE 60126 ROUTE 48 SOUTHOLD N .Y. _�� -- UNIT 2 B F7 1000 - 44 . 01 - 1 - 07 SITE KEY JAMES & CATHERINE NEUBURGER 1/32" V-0" EXISTING 138 . 3 SQ.FT. UPPER DECK 9 . 4 SQ.FT. STAIR LANDING 26 . 8 SQ.FT. STAIRCASE PROPOSED REPLACEMENT 139 SQ.FT. UPPER DECK 13 . 7 SQ.FT. STAIR LANDING 41 . 69 SQ.FT. STAIRCASE EXIST. POURED CONCRETE FOUNDATION WALL T. POURED CONCRETE FOUNDATION WALL- EXITS 2x10 LEDGE 112" EPDXY COATED BOLTS W/_ I W 2X10 LEDGER GENERAL NOTES FASTEN w/ 2 ANCHORS STAGGERED @ 16" OC MIN. J '6'-3"' 1. All work shall conform to the requirements of the Residental Code of New York "-=REPLACE EXIST. 2X10 LEDGER w/ NEW Ix X I NEW 6X6 POST ON State, County and Town Department Regulations, Utility Company requirements and EXIST. PIER & FTG. LU best trade practises. 2-2X12 2. Before commencing work the Contractor shall file all documents required by the UJ M/ .� = I Building Department, pay all fees required by local agencies and obtain all required I- 1 0 U) 0 LU U) permits. U < 0 LU 3. The Contractor shall visit the site and verify all dimensions and the existing U 00 0 , 0 b 0 - @) conditions affecting the work prior to construction. Any discrepancies which would < 'D I : " TREX "GRAVEL PATH" DECKING .0 M interfere with the satisfactory completetion of the work described herein shall be W/ HIDDEN FASTENERS ---- X @J Er 0 UJ @ 0 reported to the designer or property owner. Do not start work until such conditions UJ X LU cr have been examined and a course of action mutually agreed upon. Failure to notify TREX TRANSCEND WHITE the owner or designer of unsatisfactory conditions will be construed as an acceptance COMPOSITE POSTS & RAIL—\ LL of the conditions to properly perform the required work. ki 2-2X10 GIRDER 4. All work is to conform to the drawings and specifications of the designer and engineer X C NEW 3-2X12 GIRDER consultants. 7=6X6 POST 6X6 POST ON 12" DIA. 5. The Contractor is to maintain a complete and up to date set of plans on the NEW 6X6 POST ON POUR. CONC. PIER TYP. job site at all times EXIST. PIER & FTG.. 12'-21" 6. The drawings are not to be scaled under any circumstances. 2'-21"— 13'-2,,2 2 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures \—LINE OF EXIST. GRADE LEVEL WOOD CK BELOW —2'-10'. 1 including storage and toilet facilities,protection of existing work to remain,access to work area, hours of permitted work,avai lability of water and electric power and all 3'-0" other conditions and restrictions for this particular location in order to execute the work in a careful and orderly manner with the least possible disturbance to the public. PROPOSED DECK PLAN L_31-91 8. The Contractor shall make the neccesary arrangements to utilities and services 2 EXISTING DECK PLAN temporarily disconnected while performing the work as required. 9. The Contractor shall provide all dimensions and cut-outs for other trades. 10. The Contractor shallprovide proper shoring and bracing for all remaining structure prior to removal of existing structure. 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed persons who shall arrange for and obtain all required inspections. Contractor shall be responsible for scheduling all other inspections as required. 12. The Contractor is solely responsible for construction safety and shall hold the owner and designer harmless from litigation arising out of the Contractor's failure to provide construction safety means and methods. TREX TRANSCEND WHITE COMPOSITE POSTS & RAIL CONSTRUCTION NOTES 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade TREX TRANSCEND WHITE . . . and where existing footings are to be utilized they must be inspected and verified to COMPOSITE POSTS & RAIL meet standard criteria and building code requirements. TREX "GRAVEL PATH" DECKING 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. -HE W/ HIDDEN FASTENERS - - - - - - -11 2-2X12 3. Unless otherwise noted all framing and structural wood components shall be TREX FASCIA TREX FASCIA 7 HEADER #2 or better Douglas Fir. 4. All framing techniques and methods shall be as prescriptive design based on TREX TRANSCEND WHITE - - - AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) NEW 6X6 POST ON NEW 3-2x12 GIRDER ASSEMBLED W// NEW 2X8 DECK JOISTS @ 16" OC COMPOSITE POSTS & RAIL 2 STAGGERED ROWS OF 3" SCREWS TECO TO GIRDER & LEDGER or as specified in R301.2.1.1 EXIST. PIER & FTG.-- SPLICES @ POSTS ONLY. TREX "GRAVEL PATH" DECKING GIRDER TO BEAR FULLY ON NOTCH ON TREADS 5. All portions of the new structure are designed to comply with local geographic NEW 2X10 LEDGER and climatic criteria as stated in the following table. ANCHOR GIRDER TO POST W/ FASTEN W/ 2-112" EPDXY TREX FASCIA ON SIMPSON BCS STRAP OR EQUAL. COATED BOLTS W1 ANCHORS TOE KICKS L STAGGERED @ 16" OC i GEOGRAPHIC & CLIMATE DESIGN CRITERIA 2X12 ACO STRINGERS GROUND SNOW LOAD 45 psl EXIST. VINYL SIDING @ 16" OC WIND SPEED 120 MPH NEW 6X6 ACO. POST NEW 6X6 ACO POST ON SEISMIC DESIGN CATATGORY B --EXIST. PIER & FTG. WEATHERING SEVERE EXIST. IN-GRADE WOOD DECK-� FROST LINE DEPTH 36" EXIST. IN-GRADE WOOD DECK L TREAT ENDS OF POSTS W/ TERMITE THREAT MODERATE TO HEAVY PRESERVATIVEDECAY SLIGHT TO MODERATE IJ44 WINTER DESIGN TEMPERATURE 11 POST BASE W/ ANCHOR BOLT FLOOD HAZARD AS NOTED EXIST. PIERS & FTGS. TO REMAIN EXi I I I L_t2"X6"X4" CONC.) BASE VERIFY INTEGRITY OF ------------T IST. POUR. CONC. P JER & FTG. C-L DECK & STAIR REPLACEMENT ELEVATION SECTION 1 SECTION 2 PLAN/SECTION/ELEVATION JUNE 15, 2016 1/4" = V-10" SEABREEZE VILLAGE 6 012 6 ROUTE 48 SOUTHOLD N .Y. til 11 :it UNIT 2 C r 1000 - 44 . 01 - 1 - 06 -- - VASSILATOS TRUST SITE KEY 1/32" 1'-0" EXISTING 138 . 3 SQ.FT. UPPER DECK 9 . 4 SQ.FT. STAIR LANDING 26 . 8 SQ.FT. STAIRCASE PROPOSED REPLACEMENT 139 SQ.FT. UPPER DECK 13 . 7 SQ.FT. STAIR LANDING E.X EXIST. POURED CONCRETE FOUNbATION,WALLf EXIST. POURED CONCRETE FOUNDATION WALL 2x 10LEDGER 41 . 69 SQ.FT. STAIRCASE 16'-3" -=REPLACE EXIST. 2X10 LEDGER w/ NEW 2X10 LEDGER ANCHORS S FASTEN wl 2- 1/2" EPDXY COATED BOLTS W/ LINE OF EXIS GRADE LEVEL CONC. SLAB BELOW STAGGERED @ 16" OC MIN. ;< SIN NEW 6X6 POST ON lix U) W EXIST. PIER & FTG. 2-2X12 cf) wGENERAL NOTES 0, 1. All work shall conform to the requirements of the Residental Code of New York State, County and Town Department Regulations, Utility Company requirements and II 0 best trade practises. o 0 U 0 0 b 2. Before commencing work the Contractor shall file all documents required by the - it Building Department, pay all fees required by local agencies and obtain all required U) TREX GRAVEL PATH" DECKING W/ HIDDEN FASTENERS permits. uJ u) LU u) C) 0 LU C� 3. The Contractor shall visit the site and verify all dimensions and the existing LU Z conditions affecting the work prior to construction. Any discrepancies which would TREX TRANSCEND WHITE interfere with the satisfactory completetion of the work described herein shall be COMPOSITE POSTS & RAIL--\ 0 reported to the designer or property owner. Do not start work until such conditions 2-2X10 GIRDER Failure to notify have been examined and a course of action mutually agreed upon. Lu ca) the owner or designer of unsatisfactory conditions will be construed as an acceptance 6X6 POST POUR. CONC. PIER TYP. of the conditions to properly perform the required work. NEW 6X6 POST ON 112'-2 4. All work is to conform to the drawings and specifications of the designer and NEW 3-2XI2 GIRDER ON 12" DIA. EXIST. PIER & FTG.. 13'-2"2 engineer consultants. 12-21 F LINE OF EXIST. GRAVEL BELOW 5. The Contractor is to maintain a complete and up to date set of plans on the job site at all times 6. The drawings are not to be scaled under any circumstances. 3.0 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures including storage and toilet facilities,protection of existing work to remain,access to 3'-9'-2" EXISTING DECK PLAN work area, hours of permitted work,availability of water and electric power and all PROPOSED DECK PLAN other conditions and restrictions for this particular location in order to execute the 2 work in a careful and orderly manner with the least possible disturbance to the public. 8. The Contractor shall make the neccesary arrangements to utilities and services temporarily disconnected while performing the work as required. 9. The Contractor shall provide all dimensions and cut-outs for other trades. 10. The Contractor shall provide proper shoring and bracing for all remaining structure prior to removal of existing structure. 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed persons who shall arrange for and obtain all required inspections. TREX TRANSCEND WHITE Contractor shall be responsible for scheduling all other inspections as required. COMPOSITE POSTS & RAIL 12. The Contractor is solely responsible for construction safety and shall hold the owner and designer harmless from litigation arising out of the Contractor's failure to provide construction safety means and methods. TREX TRANSCEND WHITE COMPOSITE POSTS & RAIL TREX "GRAVEL PATH" DECKING 2-2X12 CONSTRUCTION NOTES W/ HIDDEN FASTENERS HEADER 1. All footings shall rest on undisturbed soil at a minimum of 36' below fin. grade TREX FASCIA TREX FASCIA and where existing footings are to be utilized they must be inspected and verified to TREX TRANSCEND - - - meet standard criteria and building code requirements. COMPOSITE POSTS & RAIL NEW 2-2x12 GIRDER ASSEMBLED W/ NEW 2X8 DECK JOISTS @ 16" OC 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. NEW 6X6 POST ON 2 STAGGERED ROWS OF 3" SCREWS TECO TO GIRDER & LEDGER TREX "GRAVEL PATH" DECKING EXIST. PIER & FE FTG. SPLICES @ POSTS ONLY. ASSEMBLED W/f GIRDER TO BEAR FULLY ON NOTCH NEW 2X10 LEDGER ON TREADS 3. Unless otherwise noted all framing and structural wood components shall be ANCHOR GIRDER TO POST W/ FASTEN W/ 2-1/2" EPDXY TREX FASCIA ON #2 or better Douglas Fir. STAGGERED @ 16" OC SIMPSON BCS STRAP OR EQUAL. COATED BOLTS W/ ANCHORS TOE KICKS - 4. All framing techniques and methods shall be as prescriptive design based on Z 2X1 2 ACO STRINGERS AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) EXIST. VINYL SIDING @ @ 16" OC or as specified in R301.2.1.1 NEW 6X6 ACQ. POST NEW 6X6 ACQ POST ON 5. All portions of the new structure are designed to comply with local geographic --EXIST. PIER & FTG. and climatic criteria as stated in the following table. EXIST. GRAVEL PATIO GEOGRAPHIC & CLIMATE DESIGN CRITERIA -------- EXIST. GRAVEL PATIO TREAT ENDS OF POSTS W/ GROUND SNOW LOAD 45 psl PRESERVATIVE WIND SPEED 120 MPH F19 POST BASE W/ ANCHOR BOLT SEISMIC DESIGN CATATGORY B i L_t12"X6"X4" CONC.1PAD I@ BASE WEATHERING SEVERE EXIST. PIERS & FTGS. TO REMAIN VERIFY INTEGRITY OF FROST LINE DEPTH 36" EXIST. POUR. GONG. PIER & FTG. I TERMITE THREAT MODERATE TO HEAVY DECAY SLIGHT TO MODERATE WINTER DESIGN TEMPERATURE 11 FLOOD HAZARD AS NOTED ELEVATION SECTION 1 SECTION 2 DECK & STAIR REPLACEMENT PLAN/SECTI ON/ELEVATION JUNE 15, 2016 1 /4" = V-0" SEABREEZE VILLAGE 60126 ROUTE 48 SOUTHOLD N .Y. F UNIT 2 D PL 1000 - 44 . 01 - 1 - 05 Ll ROBERT & NANCY MCMANUS SITE KEY 1/32" 1'-0" EXISTING 205 . 8 SQ.FT. UPPER DECK 9 . 4 SQ.FT. STAIR LANDING 26 . 8 SQ.FT. STAIRCASE PROPOSED REPLACEMENT 205 . 8 SQ.FT. UPPER DECK 13 . 7 SQ.FT. STAIR LANDING 41 . 69 SQ.FT. STAIRCASE i* GENERAL NOTES Exisr..POORED CONCRETE FOUNDATION WALL`EXIST.'POURED CONCRETE,FOUNDATION WALL 1. All work shall conform to the requirements of the Residental Code of New York REPLACE EXIST. 2X10 LEDGER w/ NEW 2XI0 LEDGER2x10 LEDGER State, County and Town Department Regulations, Utility Company requirements and FASTEN w/ 2- 1/2" EPDXY COATED BOLTS W/ ANCHORS X —2 T-7' best trade practises. STAGGERED @ 16" OC MIN. III _ 0 6X6 POST ON-III 2. Before commencing work the Contractor shall file all documents required by the TREX TRANSCEND WHITE 0 6 NEW W COMPOSITE POSTS & RAIL U : I PIER & FTG. Building Department, pay all fees required by local agencies and obtain all required TREX GRAVEL PATH" DECKING '0 L2-2X`12 co permits.III W/ HIDDEN FASTENERS X II 0- 0 3. The Contractor shall visit the site and verify all dimensions and the existing < F_ conditions affecting the work prior to construction. Any discrepancies which would W < W 0 Z UJ 0 C) 0 interfere with the satisfactory completetion of the work described herein shall be 7 .0 W III NEW 6X6 POST ON EXIST. 6X6 POST NEW 6X6 POST oN II @ 0 reported to the designer or property owner. Do not start work until such conditions EXIST. PIER & FTG. TO BE REMOVED EXIST. PIER & FTG. W have been examined and a course of action mutually agreed upon. Failure to notify LEAVE FTG. IN PLACE M LU o LINE OF PLANTER BELOW UJ the owner or designer of unsatisfactory conditions will be construed as an acceptance NEW 6X6 ACQ POST M < I W LU .0 of the conditions to properly perform the required work. III ANCHORED TO NEW I - Cr X <U) 10" DIA. FOUR. CONIC. PIER o6 4. All work is to conform to the drawings and specifications of the designer and TO 20" DIA. POUR. CONIC. FTG. 0 .0 engineer consultants. V 2-2X10 GIRDER 5. The Contractor is to maintain a complete and up to date set of plans on the J — — ------ job site at all times NEW 3-2X12 GIRDER L6X6 POST ON 12" DIA. 6. The drawings are not to be scaled under any circumstances. POU R CONIC. PIER TYP. 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures 101-011— 101-01 . i —2 0'-7 —6-22 -2 0'-61 13'-9z" L including storage and toilet facilities,protection of existing work to remain,access to 4 work area, hours of permitted work,availability of water and electric power and all other conditions and restrictions for this particular location in order to execute the LINE OF EXIST. GRADE LEVEL WOOD DECK BELOW work in a careful and orderly manner with the least possible disturbance to the public. 8. The Contractor shall make the neccesary arrangements to utilities and services PROPOSED. DECK PLAN L—3'-91 EXISTING DECK PLAN temporarily disconnected while performing the work as required. 2 9. The Contractor shall provide all dimensions and cut-outs for other trades. 10. The Contractor shall provide proper shoring and bracing for all remaining structure prior to removal of existing structure. 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed persons who shall arrange for and obtain all required inspections. Contractor shall be responsible for scheduling all other inspections as required. 12. The Contractor is solely responsible for construction safety and shall hold the owner and designer harmless from litigation arising out of the Contractor's failure to provide construction safety means and methods. TREX TRANSCEND WHITE CONSTRUCTION NOTES COMPOSITE POSTS & RAIL 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade and where existing footings are to be utilized they must be inspected and verified to meet standard criteria and building code requirements. TREX TRANSCEND WHITE 2. Pouredconcrete shall COMPOSITE POSTS & RAIL 3. Unless otherwise noted all framing and structural wood components shall be TREX "GRAVEL PATH" DECKING 2-2X1 2 #2 or better Douglas Fir. W/ HIDDEN FASTENERS HEADER 4. All framing techniques and methods shall be as prescriptive design based on AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) TREX FASCIA TREX FASCIA TREX TRANSCEND WHITE or as specified in R301.2.1.1 3 2 STAGGERED ROWS OF 3" SCREWS -2x12 GIRDER ASSEMBLED W/J \—NEW 2X8 DECK JOISTS @ 16" OC COMPOSITE POSTS & RAIL 5. All portions of the new structure are designed to comply with local geographic TECO TO GIRDER & LEDGER I TREX "GRAVEL PATH" DECKING and climatic criteria as stated in the following table. I SPLICES @ POSTS ONLY. GIRDER TO BEAR FULLY ON NOTCH NEW 2X10 LEDGER ON TREADS ANCHOR GIRDER TO POST W/ FASTEN W/ 2-112" EPDXY TREX FASCIA ON GEOGRAPHIC & CLIMATE DESIGN CRITERIA NEW 6X6 ACO POST SIMPSON BCS STRAP OR EQUAL. COATED BOLTS W/ ANCHORS TOE KICKS GROUND SNOW LOAD 45 psl ANCHORED TO NEW STAGGERED @ 16" OC WIND SPEED 120 MPH 10" DIA. POUR. CONC. PIER % :KING - r 2X12 ACQ STRINGERS SEISMIC DESIGN CATATGORY B TO 20" DIA. POUR. CONIC. FTG.-- EXIST. VINYL SIDING @ 16.. @ 1OC 6X6 ACQ. POST NEW 6X6 ACO POST ON. WEATHERING SEVERE NEW 6X6 ACQ POST ON NEW 6X6 POST ON EXIST PIER & FTG. FROST LINE DEPTH 36" EXIST. PIER & FTG. EXIST. PIER & FTG. TERMITE THREAT MODERATE TO HEAVY EXIST. WOOD DECK DECAY SLIGHT TO MODERATE J TREAT ENDS OF POSTS W/ REPAIR AS NECESSARY WINTER DESIGN TEMPERATURE 11 PRESERVATIVE FLOOD HAZARD AS NOTED J POST BASE W/ ANCHOR BOLT 10" DIA. POURED CONIC. PIER L-t12"X13"X4" CONC. PAD @ BASE (SONOTUBE OR EQUAL) DECK & STAIR REPLACEMENT MUST BEAR ON SOLID GRADE 1 20" DIA. POURED CONC. FTG. J PLAN/SECTION/ELEVATION ELEVATION SECTION 1 SECTION 2 JUNE 15, 2016 1 /4" = V-0" SEABREEZE VILLAGE 60126ROUTE 48 SOUTHOLD N .Y. UNIT 3 A 1000 - 44 . 01 - 1 - 09 Till JAMES & ROSEMARY ARENA EXISTING 1/32SITE "KEYV-0" 138 . 3 SQ.FT. UPPER DECK 9 .4 SQ.FT. STAIR LANDING 26 . 8 SQ.FT. STAIRCASE PROPOSED REPLACEMENT 139 SQ.FT. UPPER DECK 13 . 7 SQ.FT. STAIR LANDING 41 . 69 SQ.FT. STAIRCASE 'EXIST. 'POURED CONCRETE 1`06"D4fi6ll WALL, EXIST. POURED CONCRETE FOUNDATION WALL NGENERAL NOTE S REPLACE EXIST. 2X10 LEDGER w/ NEW 2X10 LEDGER200 LEDGERSTEN w/ 2- 112" EPDXY COATED BOLTS W/ ANCHORS 1. All work shall conform to the requirements of the Residental Code of New York 16'-3AGG E State, County and Town Department Regulations, Utility Company requirements and RED @ 16" OC MIN. XIII /--LINE OF EXIST. GRADE LEVEL CONC SLAB BELOW best trade practises. NEW 6X6 POST ON 2. Before commencing work the Contractor shall file all documents required by the 0� 2-2X12 EXIST. PIER & FTG. LU W Building Department, pay all fees required by local agencies and obtain all required permits. C� C)y 0 3. The Contractor shall visit the site and verify all dimensions and the existing UJW U) 0 0 conditions affecting the work prior to construction. Any discrepancies which would < 0 to ca, C) U interfere with the satisfactory completetion of the work described herein shall be II 00c) LU U) X TREX "GRAVEL PATH" DECKING IL e, W/ HIDDEN FASTENERS reported to the designer or property owner. Do not start work until such conditions UJ U) co U) have been examined and a course of action mutually agreed upon. Failure to notify Ir UJ Z LU 0 Uj the owner or designer of unsatisfactory conditions will be construed as an acceptance TREX TRANSCEND WHITE rn X w0-' of the conditions to properly perform the required work. o COMPOSITE POSTS & RAIL 06 4. All work is to conform to the drawings and specifications of the designer and < 2-2X10 GIRDER I LL engineer consultants. ZZ 5. The Contractor is to maintain a complete and up to date set of plans on the NEW 3-2X12 GIRDER 6X6 POST;ON 12" DIA. job site at all times U . C P TYP; 6. The drawings are not to be scaled under any circumstances. NEW 6X6 POST ON POUR CONC. PIE;RTYP. EXIST. PIER & FTG. 12'-2% 2 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures 13'-2' 12'-22" including storage and toilet facilities,protection of existing work to remain,access to 2'-10" F LINE OF EXIST. GRAVEL BELOW work area, hours of permitted work,availability of water and electric power and all other conditions and restrictions for this particular location in order to execute the E�-3.-o work in a careful and orderly manner with the least possible disturbance to the public. L-3'-9 1. 8. The Contractor shall make the neccesary arrangements to utilities and services temporarily disconnected while performing the work as required. 2 PROPOSED DECK PLAN EXISTING DECK PLAN 9. The Contractor shall provide all dimensions and cut-outs for other trades. 10. The Contractor shall provide proper shoring and bracing for all remaining structure prior to removal of existing structure. 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed persons who shall arrange for and obtain all required inspections. Contractor shall be responsible for scheduling all other inspections as required. 12. The Contractor is solely responsible for construction safety and shall hold the owner and designer harmless from litigation arising out of the Contractor's failure to provide construction safety means and methods. TREX TRANSCEND WHITE COMPOSITE POSTS & RAIL CONSTRUCTION NOTES TREX TRANSCEND WHITE 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade COMPOSITE POSTS & RAIL and where existing footings are to be utilized they must be inspected and verified to meet standard criteria and building code requirements. T TREX "GRAVEL PATH" DECKING W/ HIDDEN FASTENERS 2-2X1a---\ 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. L-1 HEADER 3. Unless otherwise noted all framing and structural wood components shall be TREX FASCIA TREX FASCIA -77 #2 or better Douglas Fir. TREX TRANSCEND WHITE NEW 6X6 POST ON NEW 2X8 DECK JOISTS @ 161. 0C NEW 3-2x12 GIRDER ASSEMBLED W/ COMPOSITE POSTS & RAIL 4. All framing techniques and methods shall be as prescriptive design based on TECO TO GIRDER & LEDGER 2 STAGGERED ROWS OF 3" SCREWS AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) EXIST. PIER & FTG. SPLICES @ POSTS ONLY. TREX "GRAVEL PATH" DECKING or as specified in R301.2.1.1 NEW 2X10 LEDGER GIRDER TO BEAR FULLY ON NOTCH ON TREADS FASTEN W/ 2-112" EPDXY ANCHOR GIRDER TO POST W/ TREX FASCIA ON 5. All portions of the new structure are designed to comply with local geographic COATED BOLTS W/ ANCHORS SIMPSON BCS STRAP OR EQUAL. TOE KICKS and climatic criteria as stated in the following table. STAGGERED @ 16" OC 2(12 ACO STRINGERS GEOGRAPHIC & CLIMATE DESIGN CRITERIA EXIST. VINYL SIDING @ 16" OC NEW 6X6 ACO. POST GROUND SNOW LOAD 45 psl NEW 6X6 ACO POST ON WIND SPEED 120 MPH EXIST. PIER & FTG.-- SEISMIC DESIGN CATATGORY B EXIST. GRAVEL PATIO WEATHERING SEVERE EXIST. GRAVEL PATIO TREAT ENDS OF POSTS W/ FROST LINE DEPTH 36" PRESERVATIVE I TERMITE THREAT MODERATE TO HEAVY DECAY SLIGHT TO MODERATE L L I L POST BASE W/ ANCHOR BOLT L L WINTER DESIGN TEMPERATURE 11 EXIST. PIERS & FTGS. TO REMAIN 1 2�.1 1 12"X6"�14"'AINC. PAD @ BASE--�VERIFY INTEGRITY OF FLOOD HAZARD AS NOTED EXIST. POUR. CONC. PIER & FTG. DECK & STAIR REPLACEMENT ELEVATION SECTION 1 SECTION 2 PLAN/SECTION/ELEVATION JUNE 15, 2016 1 /4" = V-10" SEABREEZE VILLAGE 60126 ROUTE 48 SOUTHOLD N .Y. UNIT 3 B 1000 - 44 . 01 - 1 - 10 F PARRY IRR . TRUST SITE KEY 1/32" 1'-0" EXISTING 138 . 3 SQ.FT. UPPER DECK 9 .4 SQ.FT. STAIR LANDING 26 . 8 SQ.FT. STAIRCASE PROPOSED REPLACEMENT 139 SQ.FT. UPPER DECK 13 . 7 SQ.FT. STAIR LANDING C E�E F&UNDATION WALL CXTIT. POURED ONCR 41 . 69 SQ.FT. STAIRCASE 'EXIST. POURED CONCRETE FOUNDATION WALL FOUNDATION - - - - - - kk J REPLACE EXIST. 2X10 LEDGER w/ NEW 2X10 LEDGER2x10 LEDGER FASTEN W 112" EPDXY COATED TED BOLTS W/ ANCHORS 16'-3" STAGGERED @ 16" OC MIN. GENERAL NOTES I ;,- XIII NEW 6X6 POST ON cr EXIST. PIER & FTG. U) W 1. All work shall conform to the requirements of the Residental Code of New York L2X12J co 0 State, County and Town Department Regulations, Utility Company requirements and U) 0D UJ 0 best trade practises. o2. Before commencing work the Contractor shall file all documents required by the W o 0 0 Building Department, pay all fees required by local agencies and obtain all required co I W (a) II — U) permits. TREX "GRAVEL PATH" DECKING X CL @) " @) W/ HIDDEN FASTENERS 3. The Contractor shall visit the site and verify all dimensions and the existing UJ U) fr U) (n ?r f— UJ Ir UJ UJ conditions affecting the work prior to construction. Any discrepancies which would X z LU Ir 0 interfere with the satisfactory completetion of the work described herein shall be II TREX TRANSCEND WHITE u~C7reported to the designer or property owner. Do not start work until such conditions �2 COMPOSITE POSTS & RAIL LL2-2X10 GIRDER have been examined and a course of action mutually agreed upon. Failure to notify the owner or designer of unsatisfactory conditions will be construed as an acceptance z NEW 3-2X12 GIRDER 6X6 POST ON 12" DIA. of the conditions to properly perform the required work. POUR. CONC. PIER TYP. 4. All work is to conform to the drawings and specifications of the designer and NEW 6X6 POST ON 112'-21"— 2 engineer consultants. EXIST. PIER & FTG. 13'-2" 5. The Contractor is to maintain a complete and up to date set of plans on the ,2•-Z2" 2'-10'• A job site at all times 6. The drawings are not to be scaled under any circumstances. LINE OF EXIST. GRADE LEVEL WOOD DECK BELOW—\ 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures 3'-0'• including storage and toilet facilities,protection of existing work to remain,access to work area, hours of permitted work,availability of water and electric power and all L-3'-92' PROPOSED DECK PLAN EXISTING DECK PLAN other conditions and restrictions for this particular location in order to execute the work in a careful and orderly manner with the least possible disturbance to the public. 8. The Contractor shall make the neccesary arrangements to utilities and services temporarily disconnected while performing the work as required. 9. The Contractor shall provide all dimensions and cut-outs for other trades. 10. The Contractor shall provide proper shoring and bracing for all remaining structure prior to removal of existing structure. 11. Plumbing, electrical, HVAC: and similar work shall be performed by licensed persons who shall arrange for and obtain all required inspections. Contractor shall be responsible for scheduling all other inspections as required. TREX TRANSCEND WHITE COMPOSITE POSTS & RAIL 12. The Contractor is solely responsible for construction safety and shall hold the owner and designer harmless from litigation arising out of the Contractor's failure to provide construction safety means and methods. COMPOSITE POSTS & RAIL CONSTRUCTION NOTES TREX "GRAVEL PATH" DECKING DIDEN FASTENERS W/ H 2-2X12---\ 1. All footings shall rest on undisturbed soil at a minimum of 36 below fin. grade TREX TRANSCEND WHITE --I HEADERan were exsng ooingsare o e uiize y TREX FASCIA TREX FASCIA meet standard criteria and building code requirements. TREX TRANSCEND WHITE NEW 2X8 DECK JOISTS @ 16" OC_/ \NEW 3-202 GIRDER ASSEMBLED W1 COMPOSITE POSTS & RAIL 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. NEW 6X6 POST ON TECO TO GIRDER & LEDGER 2 STAGGERED ROWS OF 3" SCREWS TREX "GRAVEL PATH" DECKING 3. Unless otherwise noted all framing and structural wood components shall be EXIST. PIER & FTG. SPLICES @ POSTS ONLY. ON TREADS NEW 2X10 LEDGER GIRDER TO BEAR FULLY ON NOTCH #2 or better Douglas Fir. FASTEN W/ 2-112" EPDXY ANCHOR GIRDER TO POST W/ TREX FASCIA ON —M N 4. All framing techniques and methods shall be as prescriptive design based on STAGGERED @ 16" COATED BOLTS W/ ANCHOC ORS SIMPSON BCS STRAP OR EQUAL. L TOE KICKS AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) 2(12 ACO STRINGERS or as specified in R301.2.1.1 EXIST. VINYL SIDING @ 16" OC 5. All portions of the new structure are designed to comply with local geographic NEW 6X6 ACQ. POST NEW 6X6 ACQ POST ON and climatic criteria as stated in the following table. EXIST. PIER & FTG. GEOGRAPHIC & CLIMATE DESIGN CRITERIA EXIST. GRADE LEVEL DECK GROUND SNOW LOAD 45 psl EXIST. GRADE TREAT ENDS OF POSTS W/ WIND SPEED 120 MPH LEVEL DECK PRESERVATIVE B POST BASE W/ ANCHOR BOLT SEISMIC DESIGN CATATGORY SEVERE L L WEATHERING L EXIST. PIERS & FTGS. TO REMAIN- L VERIFY INTEGRITY OF 12"X6"A4" CbNC. PAD @ BAS FROST LINE DEPTH 36° T TERMITE THREAT MODERATE TO HEAVY EXIST. POUR. CONC. PIER & FTG. DECAY SLIGHT TO MODERATE WINTER DESIGN TEMPERATURE 11 FLOOD HAZARD AS NOTED ELEVATION SECTION 1 SECTION 2 DECK & STAIR REPLACEMENT PLAN/SECTION/ELEVATION JUNE 15, 2016 1 /4" = V-10" SEABREEZE VILLAGE 60126 ROUTE 48 7b SOUTHOLD N .Y. UNIT 3 C 1000 - 44 . 01 - 1 - 11 r M EVELYN GOLDBERG SITE KEY 1/32" V-0" EXISTING 138 . 3 SQ.FT. UPPER DECK 9 .4 SQ.FT. STAIR LANDING 26 . 8 SQ. FT. STAIRCASE PROPOSED REPLACEMENT 139 SQ.FT. UPPER DECK 13 . 7 SQ. FT. STAIR LANDING 41 . 69 SQ.FT. STAIRCASE - - - - "- 'D EXIST. POURED CONCRETE,FOUNDAT16N WALL E�IST. PbURECON�C�ETE FOUNDA ION WALL I - GENERAL NOTES - — — — — - - — - — - — - REPLACE EXIST. 2X10 LEDGER w/ NEW 2X10 LEDGER-- 200 LEDGER 1. All work shall conform to the requirements of the Residental Code of New York FASTEN w/ 2- 112" EPDXY COATED BOLTS W/ ANCHORS 16'-3"JSTAGGERED @ 16" OC MIN. State, County and Town Department Regulations, Utility Company requirements and SIN N � X111 best trade practises. NEW 6X6 POST ON EXIST. PIER & FTG. LU 2. Before commencing work the Contractor shall file all documents required by the 2-2X12 Ln 0 Building Department, pay all fees required by local agencies and obtain all required LU permits. < = 0 3. The Contractor shall visit the site and verify all dimensions and the existing C) LU LU 0 0 C) 0 b 0 conditions affecting the work prior to construction. Any discrepancies which would 0 C) LU interfere with the satisfactory completetion of the work described herein shall be Cf) TREX "GRAVEL PATH" DECKING ;, -, reported to the designer or property owner. Do not start work until such conditions UJ cr) LU C� W/ HIDDEN FASTENERS LO 0 LO have been examined and a course of action mutually agreed upon. Failure to notify - i LU LU I Z Z L� I the owner or designer of unsatisfactory conditions will be construed as an acceptance X r TREX TRANSCEND WHITE LU L of the conditions to properly perform the required work. COMPOSITE POSTS & RAIL o 0 U_on 4. All work is to conform to the drawings and specifications of the designer and ------ 2-2X10 GIRDER r engineer consultants. - — - — - — — - — --- 5. The Contractor is to maintain a complete and up to date set of plans on the NEW 3-2X12 GIRDER 6X6 POST ON 12" DIA.-I job site at all times TYP. NEW 6X6 POST ON 1 POUR. CONC. PIER TYP. 6. The drawings are not to be scaled under any circumstances. EXIST. PIER & FTG. 2.2 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures 13'-2" 12-21" 10, including storage and toilet facilities,protection of existing work to remain,access to work area, hours of permitted work,availability of water and electric power and all LINE OF EXIST. GRADE LEVEL WOOD DECK BELOW-\ other conditions and restrictions for this particular location in order to execute the work in a careful and orderly manner with the least possible disturbance to the public. 8. The Contractor shall make the neccesary arrangements to utilities and services temporarily disconnected while performing the work as required. 2 PROPOSED DECK PLAN EXISTING DECK PLAN 9. The Contractor shall provide all dimensions and cut-outs for other trades. 2 10. The Contractor shall provide proper shoring and bracing for all remaining structure prior to removal of existing structure. 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed persons who shall arrange for and obtain all required inspections. Contractor shall be responsible for scheduling all other inspections as required. 12. The Contractor is solely responsible for construction safety and shall hold the owner and designer harmless from litigation arising out of the Contractor's failure to provide construction safety means and methods. TREX TRANSCEND WHITE COMPOSITE POSTS & RAIL CONSTRUCTION NOTES TREX TRANSCEND WHITE 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade COMPOSITE POSTS & RAIL and where existing footings are to be utilized they mist be inspected and verified to meet standard criteria and building code requirements. TREX "GRAVEL PATH" DECKING -Hain -HE.- W/ HIDDEN FASTENERS 2-2X1 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. HEADER 3. Unless otherwise noted all framing and structural wood components shall be TREX FASCIA TREX FASCIA TREX TRANSCEND WHITE #2 or better Douglas Fir.NEW 2X8 DECK JOISTS @ 16" OC_/ NEW 3-202 GIRDER ASSEMBLED W/ COMPOSITE POSTS & RAIL 4. All framing techniques and methods shall be as prescriptive design based on NEW 6X6 POST ON TECO TO GIRDER & LEDGER 2 STAGGERED ROWS OF 3" SCREWSTREX "GRAVEL PATH" DECKING AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) EXIST. PIER & FTG. SPLICES @ POSTS ONLY. ON TREADS or as specified in R301.2.1.1 NEW 2X10 LEDGER GIRDER TO BEAR FULLY ON NOTCH FASTEN W/ 2-112" EPDXY ANCHOR GIRDER TO POST W/ TREX FASCIA ON 5. All portions of the new structure are designed to comply with local geographic COATED BOLTS W/ ANCHORS SIMPSON BCS STRAP OR EQUAL. TOE KICKS and climatic criteria as stated in the following table. STAGGERED @ 16" OC 2 1 ACQ STRINGERSGEOGRAPHIC & CLIMATE DESIGN CRITERIA EXIST. VINYL SIDING 4 @ 16" OC NEW 6X6 ACQ. POST GROUND SNOW LOAD 45 psl NEW 6X6 ACO POST ON WIND SPEED 120 MPH EXIST. PIER & FTG. SEISMIC DESIGN CATATGORY B EXIST. GRADE LEVEL DECK WEATHERING SEVERE EXIST. GRADE LEVEL DECK TREAT ENDS OF POSTS W/ `teFROST LINE DEPTH 36" PRESERVATIVE TERMITE THREAT MODERATE TO HEAVY L I f L LPOST BASE W/ ANCHOR BOLT L L DECAY SLIGHT TO MODERATE WINTER DESIGN TEMPERATURE 11 EXIST. PIERS & FTGS. TO REMAIN 12"X(3"�4" CbNC. PAD @ BAS 0 VERIFY INTEGRITY OF FLOOD HAZARD AS NOTED EXIST. POUR. CONC. PIER & FTG. DECK & STAIR REPLACEMENT ELEVATION SECTION 1 SECTION 2 PLAN/SECTION/ELEVATION JUNE 15, 2016 1 /4" = V-10" SEABREEZE VILLAGE r 60126 ROUTE 48 SOUTHOLD N .Y. UNIT 3 D lid 1000 - 44 . 01 - 1 - 12 SITE KEY AQUINO TRUST 1/32" V-0" EXISTING 205 . 8 SQ.FT. UPPER DECK 9 .4 SQ.FT. STAIR LANDING 26 . 8 SQ.FT. STAIRCASE PROPOSED REPLACEMENT 205 . 8 SQ.FT. UPPER DECK 13 . 7 SQ.FT. STAIR LANDING 41 . 69 SQ.FT. STAIRCASE .L WALL, GENERAL NOTES EXIST. POURE6'CCNCRETE FOUNDATION EXIST. POURED'CON6RETE 'FOUNDATION ��ALL — — — — — — — — — - — — — — — 1. All work shall conform to the requirements of the Residental Code of New York REPLACE EXIST. 2X10 LEDGER w/ NEW 2X10 LEDGER 2x10 LEDGER State, County and Town Department Regulations, Utility Company requirements and nXi FASTEN w/ 2- 112" EPDXY COATED BOLTS W/ ANCHORS U) STAGGERED @ 16" OC MIN. —2 T-7'� best trade practises. x III III 2. Before commencing work the Contractor shall file all documents required by the NEW 6X6 POST ON CO) TREX TRANSCEND WHITE LU U EXIST. PIER & FTG. u COMPOSITE POSTS & RAIL (3 Building Department, pay all fees required by local agencies and obtain all required co 2-2X12TREX "GRAVEL PATH"� DECKING LO L4 permits.M L 5< X W/ HIDDEN FASTENERS3. The Contractor shall visit the site and verify all dimensions and the existing 0 X 0 conditions affecting the work prior to construction. Any discrepancies which would LU 0 UJ ZN 0 U LU interfere with the satisfactory completetion of the work described herein shall be NEW 6X6 POST ON EXIST. 6X6 POST NEW 6X6 POST ON III 0 reported to the designer or property owner. Do not start work until such conditions EXIST. PIER 1, FTG, TO BE REMOVED EXIST. PIER & FTG. UJ a have been examined and a course of action mutually agreed upon. Failure to notify UJ C0 0 LEAVE FTG. PLACE L0 C/) w UJ the owner or designer of unsatisfactory conditions will be construed as an acceptance b LU Z LL 4. All work is to conform to the drawings and specifications of the designer and NEW 6X6 ACQ POST of the conditions to properly perform the required work. X ANCHORED TO NEW III Z 10" DIA. POUR. CONC. PIER 0 20" DIA. POUR. CONC. FTG 0 engineer consultants. 2-2X10 GIRDER N 5. The Contractor is to maintain a complete and up to date set of plans on the job site at all times NEW 3-2X12 GIRDER \1 6X6 POST ON 12" DIA. 6. The drawings are not to be scaled under any circumstances. POUR. CONC. PIER TYP. 10'-0" i0,_0"_ 21 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures -2 0'-7 13' 2 2 including storage and toilet faci I i ties,protection of existing work to remain,access to 4 work area, hours of permitted work,availability of water and electric power and all LINE OF EXIST. GRADE LEVEL WOOD DECK BELOW other conditions and restrictions for this particular location in order to execute the F work in a careful and orderly manner with the least possible disturbance to the public. 8. The Contractor shall make the neccesary arrangements to utilities and services PROPOSED DECK PLAN EXISTING DECK PLAN temporarily disconnected while performing the work as required. 3'-9z" 9. The Contractor shall provide all dimensions and cut-outs for other trades. 10. The Contractor shall provide proper shoring and bracing for all remaining structure prior to removal of existing structure. 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed persons who shall arrange for and obtain all required inspections. Contractor shall be responsible for scheduling all other inspections as required. 12. The Contractor is solely responsible for construction safety and shall hold the owner and designer harmless from litigation arising out of the Contractor's failure to provide construction safety means and methods. TREX TRANSCEND WHITE CONSTRUCTION NOTES COMPOSITE POSTS & RAIL 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade and where existing footings are to be utilized they must be inspected and verified to meet standard criteria and building code requirements. TREX TRANSCEND WHITE 2. Poured concrete shall ave a minimum psi of 2800 at 28 days unless noted. COMPOSITE POSTS & RAIL 3. Unless otherwise noted all framing and structural wood components shall be TREX "GRAVEL PATH" DECKING 2-2X1 #2 or better Douglas Fir. W/ HIDDEN FASTENERS HEADER 4. All framing techniques and methods shall be as prescriptive design based on AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) TREX FASCIA TREX FASCIA or as specified in 8301.2.1.1 TREX TRANSCEND WHITE T DECK JOISTS 2 COMPOSITE POSTS & RAIL 5. All portions of the new structure are designed to comply with local geographic 0 To 2 STAGGERED ROWS OF 3" SCREWS NEW GIRDER & LEDGER 2 S1 and climatic criteria as stated in the following table. 16" OC 3-2x12 GIRDER ASSEMBLED W/ SPLICES @ POSTS ONLY. TREX "GRAVEL PATH" DECKING NEW 2X 10 LEDGER GIRDER TO BEAR FULLY ON NOTCH ON TREADS GEOGRAPHIC & CLIMATE DESIGN CRITERIA FASTEN W/ 2-112" EPDXY ANCHOR GIRDER TO POST W/ TREX FASCIA ON NEW 6X6 ACQ POST COATED BOLTS W/ ANCHORS SIMPSON BCS STRAP OR EQUAL. s l TOE KICKS GROUND SNOW LOAD 45 psl ANCHORED TO NEW STAGGERED @ 16" OC WIND SPEED 120 MPH 10" DIA. POUR. CONC. PIER 2 12 ACO STRIN ERS SEISMIC DESIGN CATATGORY B TO 20" DIA. POUR. CONC. FTG. EXIST. VINYL SIDING 6X6 ACQ. POST @ 16" OC WEATHERING SEVERE NEW 6X6 POST ON NEW 6X6 ACQ POST ON — NEW 6X6 ACQ POST ON FROST LINE DEPTH 36" EXIST. PIER & FTG. EXIST. PIER & FTG. EXIST. PIER & FTG. TERMITE THREAT MODERATE TO HEAVY DECAY SLIGHT TO MODERATE EXIST. WOOD DECK TREAT ENDS OF POSTS W/ WINTER DESIGN TEMPERATURE 11 PRESERVATIVE FLOOD HAZARD AS NOTED L L L POST BASE W/ ANCHOR BOLT L 10" DIA. POURED CONC. PIER I 1 2"X6"X4" CONC. PAD @ BASE-/ (SONOTUBE OR EQUAL) 20" DIA. POURED CONC. FTG. DECK & STAIR REPLACEMENT MUST BEAR ON SOLID GRADE PLAN/SECTION/ELEVATION ELEVATION SECTION 1 SECTION 2 JUNE 15, 2016 1 /4" = V-0" SEABREEZE VILLAGE 60126 ROUTE 48 SOUTHOLD N .Y. :4 i, UNIT 4 A M=77-1 ---- - ---- 1000 --- - 44 . 01 - 1 - 13 EUGEN & MIRELLA TOMASIC SITE KEY EXISTING 1/32" = V-0" 138 . 3 SQ.FT. UPPER DECK 9 .4 SQ.FT. STAIR LANDING 26 . 8 SQ.FT. STAIRCASE PROPOSED REPLACEMENT 139 SQ.FT. UPPER DECK 13 . 7 SQ.FT. STAIR LANDING 41 . 69 SQ.FT. STAIRCASE EXIST. CONCRETE FOUNDATION WALL� �06RED EXIST. POURED CONCRETE FOUNDATION WALL _2X10 LEDGER GENERAL NOTES REPLACE EXIST. 2X10 LEDGER w/ NEW 2X10 LEDGER-= r FASTEN w/ 2- 112" EPDXY COATED BOLTS W/ ANCHORS STAGGERED @ 16" OC MIN. —16'-3 1. All work shall conform to the requirements of the Residental Code of New York XIII NEW 6X6 POST ON State, County and Town Department Regulations, Utility Company requirements and EXIST. PIER & FTG. 2 X best trade practises. 12 J 0 UJ 2. Before commencing work the Contractor shall file all documents required by the ci: 5 UJ Building Department, pay all fees required by local agencies and obtain all required LU IU t-- Y, 0 permits. 0 LU 0 3. The Contractor shall visit the site and verify all dimensions and the existing @ IIU) (n x TREX "GRAVEL PATH" DECKING 50 W conditions affecting the work prior to construction. Any discrepancies which would @) W W/ HIDDEN FASTENERSinterfere with the satisfactory completetion of the work described herein shall be U) LU U) reported to the designer or property owner. Do not start work until such conditions TREX TRANSCEND WHITE Z W 0 UJ have been examined and a course of action mutually agreed upon. Failure to notify Z COMPOSITE POSTS & RAIL X LU Cr the owner or designer of unsatisfactory conditions will be construed as an acceptance t--(3 co 0 .6 < I of the conditions to properly perform the required work. LL 2-2X10 GIRDER 4. All work is to conform to the drawings and specifications of the designer and NEW 3-2X12 GIRDER engineer consultants. 6X6 POST ON 12" DIA. J 5. The Contractor is to maintain a complete and up to date set of plans on the NEW 6X6 POST ON POUR TYP CONC. PIER TYP. I job site at all times EXIST. PIER & FTG. 1 112'-221. 6. The drawings are not to be scaled under any circumstances. 13'-2"- 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures including storage and toilet facilities,protection of existing work to remain,access to 3-0— LINE OF EXIST. GRADE LEVEL WOOD DECK BELOW-\ �7 work area, hours of permitted work,availability of water and electric power and all ' other conditions and restrictions for this particular location in order to execute the L-3'-91,. work in a careful and orderly manner with the least possible disturbance to the public. 2 PROPOSED DECK PLAN 8. The Contractor shall make the neccesary arrangements to utilities and services EXISTING DECK PLAN temporarily disconnected while performing the work as required. 2 9. The Contractor shall provide all dimensions and cut-outs for other trades. 10. The Contractor shall provide proper shoring and bracing for all remaining structure prior to removal of existing structure. 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed persons who shall arrange for and obtain all required inspections. Contractor shall be responsible for scheduling all other inspections as required. 12. The Contractor is solely responsible for construction safety and shall hold the owner and designer harmless from litigation arising out of the Contractor's failure to TREX TRANSCEND WHITE COMPOSITE POSTS & RAIL provide construction safety means and methods. CONSTRUCTION NOTES TREX TRANSCEND WHITE COMPOSITE POSTS & RAIL 1 All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade Mff TREX "GRAVEL PATH" DECKING and where existing footings are to be utilized they must be inspected and verified to I meet standard criteria and building code requirements. — ------ --- — — — — W/ HIDDEN FASTENERS 2-2X12—� ,i HEADER 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. TREX FASCIA TREX FASCIA 3. Unless otherwise noted all framing and structural wood components shall be OC TREX TRANSCEND WHITE #2 or better Douglas Fir. NEW 6X6 POST ON NEW 2X8 DECK JOISTS"@16" 0 \NEW 3-2x12 GIRDER ASSEMBLED W/ COMPOSITE POSTS & RAIL EXIST. PIER & FTG. TECO TO GIRDER & LEDGER 2 STAGGERED ROWS OF 3" SCREWS 4. All framing techniques and methods shall be as prescriptive design based on SPLICES @ POSTS ONLY. TREX "GRAVEL PATH" DECKING v" GIRDER TO BEAR FULLY ON NOTCH AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) NEW 2XIO LEDGER ON TREADS FASTEN W/ 2-1/2" EPDXY ANCHOR GIRDER TO POST W/ TREX FASCIA ON or as specified in R301.2.1.1 COATED BOLTS W/ ANCHORS SIMPSON BCS STRAP OR EQUAL. TOE KICKS 5. All portions of the new structure are designed to comply with local geographic STAGGERED @ 16" OC and climatic criteria as stated in the following table. EXIST. VINYL SIDING 2<12 ACQ STRINGERS NEW 6X6 ACQ. POST @ 16" OC GEOGRAPHIC & CLIMATE DESIGN CRITERIA NEW 6X6 ACQ POST ON GROUND SNOW LOAD 45 psl EXIST. PIER & FTG.-- WIND SPEED 120 MPH EXIST. GRADE LEVEL DECK SEISMIC DESIGN CATATGORY B EXIST. GRADE LEVEL DECK TREAT ENDS OF POSTS W/ WEATHERING SEVERE 7_t. PRESERVATIVE FROST LINE DEPTH TERMITE THREAT 36" L POST BASE W/ ANCHOR BOLT MODERATE TO HEAVY L L DECAY EXIST. PIERS & FTGS. TO REMAIN SLIGHT TO MODERATE 12'x6"44° CbNC. PAD @ BAs E-� WINTER DESIGN TEMPERATURE VERIFY INTEGRITY OF EXIST. POUR. CONC. PIER I FLOOD HAZARD AS NOTED & FTG. ELEVATION SECTION 1 SECTION 2 DECK & STAIR REPLACEMENT PLAN/SECTION/ELEVATION JUNE 15, 2016 1 /4" = V-0" SEABREEZE VILLAGE 60126 ROUTE 48 SOUTHOLD N .Y. J UNIT 4 B 1000 - 44 . 01 - 1 - 14 THOMAS & MARGARET SPELLMAN SITE KEY 1/32" V-0" EXISTING 138 . 3 SQ.FT. UPPER DECK 9 .4 SQ.FT. STAIR LANDING 26 . 8 SQ.FT. STAIRCASE PROPOSED REPLACEMENT 139 SQ.FT. UPPER DECK 13 . 7 SQ.FT. STAIR LANDING 41 . 69 SQ.FT. STAIRCASE EXIST. POURED CONCRETETION WALL FOUNDATION GENERAL NOTES EXIST. POURED CONCRETE FOUNDATION�WALL — - — - — - T - — - 1. All work shall conform to the requirements of the Residental Code of New York 2x10 LEDGER REPLACE EXIST. 2X10 LEDGER w/ NEW 2X10 LEDGER-:!-- 16*-3"— and T State, County and Town Department Regulations, Utility Company requirements �iN l� F EN w/ 2- 112" EPDXY COATED BOLTS W/ ANCHORS OC MIN. STAGGERED @ 16 best trade practises. II N x111 NEW 6X6 POST ON2. Before commencing work the Contractor shall file all documents required by the Cf) W Building Department, pay all fees required by local agencies and obtain all required �-2X12� EXIST. PIER & FTG. U) (3 0 UJ permits. co X. 0 3. The Contractor shall visit the site and verify all dimensions and the existing 0 conditions affecting the work prior to construction. Any discrepancies which would L 0 L 0 UJ 1 0 C) U interfere with the satisfactory completetion of the work described herein shall be r Do not start work until such conditions TREX "GRAVEL PATH" DECKING U) reported to the designer or property owner. W1 HIDDEN FASTENERS U) have been examined and a course of action mutually agreed upon. Failure to notify LLI Cf) D 0 i�: LU Cr LU the owner or designer of unsatisfactory conditions will be construed as an acceptance < LL1 Z Q . UJ Z UJ M Ir �_0 of the conditions to properly perform the required work. TREX TRANSCEND WHITE U) o COMPOSITE POSTS & RAIL LL 4. All work is to conform to the drawings and specifications of the designer and o 0 2-2X10 GIRDER engineer consultants. 5. The Contractor is to maintain a complete and up to date set of plans on the T_7 NEW 3-2X12 GIRDER 6X6 POST ON 12" DIA. job site at all times POUR. CONC. PIER TYP. 6. The drawings are not to be scaled under any circumstances. NEW 6X6 POST ON----/ 12'-21 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures EXIST. PIER & FTG. 13'-2' 2 z2 including storage and toilet facilities,protection of existing work to remain,access to -101, work area, hours of permitted work,availability of water and electric power and all LINE OF EXIST. GRADE LEVEL WOOD DECK BELOn other conditions and restrictions for this particular location in order to execute the work in a careful and orderly manner with the least possible disturbance to the public. 8. The Contractor shall make the neccesary arrangements to utilities and services EXISTING DECK PLAN temporarily disconnected while performing the work as required. 2 PROPOSED DECK PLAN 9. The Contractor shall provide all dimensions and cut-outs for other trades. 10. The Contractor shall provide proper shoring and bracing for all remaining structure 2 prior to removal of existing structure. 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed persons who shall arrange for and obtain all required inspections. Contractor shall be responsible for scheduling all other inspections as required. 12. The Contractor is solely responsible for construction safety and shall hold the owner and designer harmless from litigation arising out of the Contractor's failure to provide construction safety means and methods. TREX TRANSCEND WHITE COMPOSITE POSTS & RAIL CONSTRUCTION NOTES 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade TREX TRANSCEND WHITE and where existing footings are to be utilized they must be inspected and verified to COMPOSITE POSTS & RAIL meet standard criteria and building code requirements. TREX "GRAVEL PATH" DECKING 2-2X1 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. Z---\ W/ HIDDEN FASTENERS HEADER. 3. Unless otherwise noted all framing and structural wood components shall be TREX FASCIA TREX FASCIA #2 or better Douglas Fir. TREX TRANSCEND WHITE / I\ COMPOSITE POSTS & RAIL 4. All framing techniques and methods shall be as prescriptive design based on NEW 2X8 DECK JOISTS @ 16" 0C— NEW 3-2.12 GIRDER ASSEMBLED W/ AF&P Wood rame on truct on anual for One and two Family Dwellings (WFCM) NEW 6X6 POST ON TECO TO GIRDER & LEDGER 2 STAGGERED ROWS OF 3" SCREWS TREX "GRAVEL PATH" DECKING or as specified in R301.2.1.1 EXIST. PIER & FTG. SPLICES @ POSTS ONLY. ON TREADS NEW 2X10 LEDGER GIRDER TO BEAR FULLY ON NOTCH 5. All portions of the new structure are designed to comply with local geographic FASTEN W/ 2-112" EPDXY ANCHOR GIRDER TO POST W/ TREX FASCIA ON TOE KICKS and climatic criteria as stated in the following table. COATED BOLTS W/ ANCHORS SIMPSON BCS STRAP OR EQUAL. STAGGERED @ 16" OC 2 12 ACO STRINGERS GEOGRAPHIC & CLIMATE DESIGN CRITERIA EXIST. VINYL SIDING @ 16" OC GROUND SNOW LOAD 45 psl NEW 6X6 ACQ. POST NEW 6X6 ACQ POST ON WIND SPEED 120 MPH EXIST. PIER & FTG.-- SEISMIC DESIGN CATATGORY B WEATHERING SEVERE EXIST. GRADE LEVEL DECK FROST LINE DEPTH 36" EXIST. GRADE LEVEL DECK TREAT ENDS OF POSTS W/ TERMITE THREAT MODERATE TO HEAVY PRESERVATIVE DECAY SLIGHT TO MODERATE POST BASE W/ ANCHOR BOLT L L WINTER DESIGN TEMPERATURE 11 L EXIST. PIERS & FTGS. TO REMAIN L L VERIFY INTEGRITY OF 12"X6"N4" ANC. PAD @ BAS Et FLOOD HAZARD AS NOTED 7__ EXIST. POUR. CONC. PIER & FTG. DECK & STAIR REPLACEMENT ELEVATION SECTION 1 SECTION 2 PLAN/SECTION/ELEVATION JUNE 15, 2016 1 /4" = 1'-10" 0 4. All work is to conform to the drawings and specifications of the designer and SEABREEZE VILLAGE 60126 ROUTE 48 SOUTHOLD N .Y. �d "I UNIT 4 D 0 1000 - 44 . 01 - 1 - 16 :4 WM. RAFFLOER & SUZANNE PENDERVILLE SITE KEY EXISTING 1/32" V-0" 205 . 8 SQ.FT. UPPER DECK 9 . 4 SQ.FT. STAIR LANDING 26 . 8 SQ. FT. STAIRCASE PROPOSED REPLACEMENT 205 . 8 SQ.FT. UPPER DECK 13 . 7 SQ.FT. STAIR LANDING 41 . 69 SQ.FT. STAIRCASE GENERALNOTES EXIST. P61URED CON RETE I FOUNDATION WALL� �XIS; POURED �ON(�RE�E�FOUNbATION WALL T. 1 All work shall conform to the requirements of the Residental Code of New York REPLACE EXIST. 2X10 I PnGER w/ NEW 2X10 LEDGER 2x10 LEDGER State, County and Town Department Regulations, Utility Company requirements and FASTEN w/ 2- 112" EPDXY COATED BOLTS W/ ANCHORS C0 16" OC MIN. 23'-7 STAGGERED @ best trade practises. NEW 6X6 POST ON q 0 2. Before commencing work the Contractor shall file all documents required by the 0 0 TREX TRANSCEND WHITE LLI EXIST. PIER & FTG. COMPOSITE POSTS & RAIL C0 Building Department, pay all fees required by local agencies and obtain all required 2 X 1 J2 X permits. TREX "GRAVEL PATH" DECKING X 0 W1 HIDDEN FASTENERS 11 3. The Contractor shall visit the site and verify all dimensions and the existing X M conditions affecting the work prior to construction. Any discrepancies which would LU LU 0 Z LU interfere with the satisfactory completetion of the work described herein shall be U F_ NEW 6X6 POST ON EXIST. 6X6 POST NEW 6X6 POST ON 0 reported to the designer or property owner. Do not start work until such conditions EXIST, PIER & FTG, TO BE REMOVED EXIST. PIER & FTG. : UJ 0 cr have been examined and a course of action mutually agreed upon. Failure to notify UJ LEAVE FTG. IN PLACE 0 — U) LU LU 0 @) Z 0 the owner or designer of unsatisfactory conditions will be construed as an acceptance NEW 6X6 ACO POST LU Ir I- of the conditions to properly perform the required work. L X U)0 ANCHORED TO NEW I - < 10" DIA. POUR. CONC. PIER LL o6 4. All work is to conform to the drawings and specifications of the designer and TO 20" DIA. POUR. CONC. FTG. GIRDER engineer consultants. _2-2X10 5. The Contractor is to maintain a complete and up to date set of plans on the — — — — — — — job site at all times NEW 3-2X12 GIRDER 6X6 POST ON 12" DIA. 6. The drawings are not to be scaled under any circumstances. 1. POUR. CONC. PIER TYP. 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures 101-011— -13' -6'-21 20'-7" -92 1.. 2 including storage and toilet facilities,protection of existing work to remain,access to L L 20'-64 work area, hours of permitted work,availability of water and electric power and all LINE OF EXIST. GRADE LEVEL WOOD DECK BELOW other conditions and restrictions for this particular location in order to execute the F work in a careful and orderly manner with the least possible disturbance to the public. 8. The Contractor shall make the neccesary arrangements to utilities and services - PROPOSED DECK PLAN EXISTING DECK PLAN temporarily disconnected while performing the work as required. L-3- 91.1 9. The Contractor shall provide all dimensions and cut-outs for other trades. 2 10. The Contractor shall provide proper shoring and bracing for all remaining structure prior to removal of existing structure. 2 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed persons who shall arrange for and obtain all required inspections. Contractor shall be responsible for scheduling all other inspections as required. 12. The Contractor is solely responsible for construction safety and shall hold the owner and designer harmless from litigation arising out of the Contractor's failure to provide construction safety means and methods. TREX TRANSCEND WHITE CONSTRUCTION NOTES COMPOSITE POSTS & RAIL 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade and where existing footings are to be utilized they must be inspected and verified to meet standard criteria and building code requirements. TREX TRANSCEND WHITE 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. COMPOSITE POSTS & RAIL 3. Unless otherwise noted all framing and structural wood components shall be TREX "GRAVEL PATH" DECKING 2-2X1 2---\ #2 or better Douglas Fir. W/ HIDDEN FASTENERS HEADER 4. All framing techniques and methods shall be as prescriptive design based on AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) TREX FASCIA 7- TREX FASCIA or as sped ie in . . . TREX TRANSCEND WHITE �2X8 DECK J OISTS @ 16" OC_/ 3-2x12 GIRDER ASSEMBLED W/ COMPOSITE POSTS & RAIL 5. All portions of the new structure are designed to comply with local geographic TECO To GIRDER & LEDGER 2 STAGGERED ROWS OF 3" SCREWS TREX "GRAVEL PATH" DECKING and climatic criteria as stated in the following table. SPLICES @ POSTS ONLY. N W X TREX FASCIA ON GEOGRAPHIC & CLIMATE DESIGN CRITERIA E 2 10 LEDGER GIRDER TO BEAR FULLY ON NOTCH ON TREADS FASTEN W/ 2-112" EPDXY ANCHOR GIRDER TO POST W/ TOE KICKS NEW 6X6 ACO POST COATED BOLTS W/ ANCHORS SIMPSON BCS STRAP OR EQUAL. GROUND SNOW LOAD 45 psl ANCHORED TO NEW STAGGERED @ 16" OC WIND SPEED 120 MPH 10" DIA. POUR. CONC. PIER 2(12 ACQ STRINGERS SEISMIC DESIGN CATATGORY B TO 20" DIA. POUR. CONC. FTG. 0 16" OC EXIST. VINYL SIDING 6X6 ADO. POST SEVERE WEATHERING NEW 6X6ACQ POST ON NEW 6X6 POST ON NEW 6X6 ACQ POST ON EXIST. PIER & FTG. FROST LINE DEPTH 36" EXIST. PIER & FTG. EXIST. PIER & FTG. TERMITE THREAT MODERATE TO HEAVY DECAY SLIGHT TO MODERATE EXIST. WOOD DECK WINTER DESIGN TEMPERATURE 11 REPAIR AS NECESSARY TREAT ENDS OF POSTS W/ PRESERVATIVE FLOOD HAZARD AS NOTED L L L POST BASE W/ ANCHOR BOLT L 10" DIA. POURED CONC. PIE1. 12"X6*'X4" CONC. PAD @ BAS (SONOTUBE OR EQUAL) DECK & STAIR REPLACEMENT E - 1 LE E:Ei— 20" DIA. POURED CONC. FTG. 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" 1: ':1'iiY f'ii tii« :;_'"Er' r+r• •�,..r ti'.Y, ='�i.. 6.v .. )!,- -:�;•.i. 4 I•+,r,Ti t�`e},',dYY+F`•-L":L Ye , ' r tt:.,.iY` e,. iia.-Cyd •,�"-, ':z,v� r't.tut.Y ,;.'ll - _.(�• • ,e,:I_ -i,. . \r...:...,.i•.. «. _ „ .. :: John M. Bredeme er 111 President rr� S�FFQ ' y � �o k�o4;., }. Town Hall Annex Michael J. Domino, Vice-President y,�b Gyp 54375 Route 25 Glenn Goldsmith P.O. Box 1179 A. Nicholas Krupski o ,' Southold, NY 11971 Charles J Sanders j4,- �o�r Telephone (631) 765-1892 Fax (631) ,765-6641 BOARD OF TOWN TRUSTEES I TOWN OF SOUTHOLD Date/Time: /� Completed in field by: Joan Chambers on behalf of SEA BREEZE VILLAGE CONDOMINIUMS, c/o EDMUND JOHN TIEDEMANN, PRESIDENT requests an Administrative Permit to replace the existing seaside decks on all 16 condominium units; for Units 1A, 1 B, 1 C, 2A, 213, 2C, 3A, 3B, 3C, 4A, 413, and 4C construct a proposed 139sq.ft. upper deck with a 13.7sq.ft. stair landing, and 41.69sq.ft. staircase to ground; Unit 1 D construct a proposed 240sq.ft. upper deck, a 13.7sq.ft. stair landing and a 41.69sq.ft. staircase to ground; Units 2D, 3D and 4D construct a proposed 205.8sq.ft. upper deck, a 13.7sq.ft. stair landing, and a 41.69sq.ft. staircase to ground. Located: Sea Breeze Village Condominiums, 60125 Route 48, Greenport. SCTM# 1000-44.1-1 - Lots .1 through 16 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet ,TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: Present were: /J. Bredemeyer M. Domino - G. Goldsmith N. Krupski Sanders Other Page 1 of 2 John M. Bredemeyer III, President �pc,11FFOlK�� Town Hall Annex Michael J. Domino, Vice-President ' �o Gy�� 54375 Route 25 Glenn GoldsmithNz� P.O. Box 1179 A. Nicholas Krupski �o Southold, NY 11971 Charles J. Sanders9 yo�� Telephone (631) 765-1892 �' ��' Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: Completed in Work Session by: Joan Chambers on behalf of SEA BREEZE VILLAGE CONDOMINIUMS, c/o EDMUND JOHN TIEDEMANN, PRESIDENT requests an Administrative Permit to replace the existing seaside decks on all 16 condominium units; for Units 1A, 1 B, 1 C, 2A, 2B, 2C, 3A, 3B, 3C, 4A, 413, and 4C construct a proposed 139sq.ft. upper deck with a 13.7sq.ft. stair landing, and 41.69sq.ft. staircase to ground; Unit 1 D construct a proposed 240sq.ft. upper deck, a 13.7sq.ft. stair landing and a 41.69sq.ft. staircase to ground; Units 2D, 3D and 4D construct a proposed 205.8sq.ft. upper deck, a 13.7sq.ft. stair landing, and a 41.69sq.ft. staircase to ground. Located: Sea Breeze Village, Condominiums, 60125 Route 48, Greenport. SCTM# 1000-44.1-1 - Lots 1 through 16 Ch. 275-12 - STANDARDS FOR ISSUANCE OF PERMIT MET=X or Comment=* A. Adversely affect the wetlands of the Town: B. Cause damage from erosion, turbidity or siltation: C. Cause saltwater intrusion in the fresh water recourses of the Town: D. Adversely affect fish, shellfish or other beneficial marine organisms, aquatic wildlife & vegetation or the natural habitat thereof: E. Increase the danger of flood and storm-tide damage: F. Adversely affect navigation tidal waters or the tidal flow of the tidal waters of the Town: G. Change the course of any channel or the natural movement or flow of any waters: H. Weaken or undermine the lateral support of other lands in the vicinity: I. Otherwise adversely affect the-health, safety and general welfare of the people of the Town: J. Adversely affect the aesthetic value of the wetland and adjacent areas: Ch. 111-9 - ISSUANCE OF PERMIT MET=X or Comment=* A. Is reasonable and necessary, considering reasonable alternatives to the proposed activity and the extent to which the proposed activity requires a shoreline location: B. Is not likely to cause a measurable increase in erosion at the proposed site and at other locations: C. Prevents, if possible, or minimizes adverse effects on natural protective features and their functions and protective values, existing erosion protection structures and natural resources: D. :525% Expansion/Calculation Work Session Notes Application Complete SEQRA Classification Confirmed Coordinated Review Y/N Pos/Neg Declaration CAC: LWRP: Additional information on comments/to be discussed/Public Hearing: Date: Completed By: Present: J. Bredemeyer M. Domino G. Goldsmith N. Krupski C. Sanders E. Cantrell D. Di Salvo Other Page 2 of 2 SEABREEZE VILLAGE --- ow JUNE 2016 J' JUNE BREOE6 E VILLAGE f UNIT 4D UNIT 4A UNIT 4C ' 3A 3B lilt ` - 3C 3D UNIT 4B TTl y i 8 7s �j 699i SEABREEZE VILLAGE I SEABREEZE VILLAGE JUNE 2016 �I - JUNE 2016 ,►'' -_ � UNIT 4C UNIT 4A =' UNIT 4A UNIT 4T-� - UNIT 4B r Him, v` 1�14,i1 �L G F Y. d - SEABREEZE VILLAGE - - JUNE 2016 _ SEABREEZE VILLAGE LOOKING SOUTH-EAST ` '� JUNE 2016 LOOKING WEST VN1 UNT 4A 11 3D ... 4A 4B 4C 4D SEABREEZE VILLAGE JUNE 2016 SEABREEZE VILLAGE LOOKING NORTH-EAST - JUNE 2016 LOOKING NORTH WEST C 1D_--IC 1 B =y D ,:• •^c.t^J•F,ji,'+f )ti•'V'." I�C.'^'(::..;.l:y?,� .S s„7�,},�,_;',•,:r/:`;',., :; .. ."�"v `•.s,''•. +jl� to - fiG kq�C;k�4•d,A��,.:�1::"�,''-'S;��d���1. , =.t:PL,a'..r,:t, ,:,r;��a}�,k"4s�:�'.,�e{� , .'..,`!�'i'�"..`;vr,',, T.� 74 EXHIBIT B TO THE DECLARATION OF COt300MYNIUM }*�';J1; -*art•";1sa� The Sponsor has constructed or will construct four r:.r• t buildings (the "Buildings" ) contain ing a total of 16 t:ownh®'itsen. r, = Units. The Units are of the following model types: 4 Mod61.' "�," (2-story) - 2 bedro®ms, living room, dining room, kitc�ien; ro�_. k world deck; 4 Model "B” and 4 Model 1-1/2 baths, cel lar, : + vfi - 2 bedrooms, Iiving kitchen. (2-story) room, dining room, F woad •d4bk; 4 model "DQ (2-story) Z ' b =� 2 baths cel l�r, s `) 1 1/ dining �oow, kitchen, 2-1/2 baths bad n ,� rooms, living room, The ntamber of Units contained in. each Buildirig"'fe` �. Q � woo deck.k• '•'T 3R.Lj;, set forth in Exhibit C to the Declarat.on. 1Y'4t• concreryy,r. The foundations are of poured te.. Build in swill be Exterior walls of 311 g construct®cl of 2 x 4" mood �tds spaced., 16" on center. ,w.ith. '7/2" sheas:2if¢sgl::'' i . " . ,f.cedar ah�ingles ori :the es�tes for de, , roof ing 'paper an 'Gf f- sheetrock finish on the i.nier for side } " .gypsum wallboard on 2" F5ry° �} /�Jg Interidr partitions are 1 2 <' x 4"' P®VM studs. #` Decks will be of wood. S " spaced aced 1 '4" on Roof construction will be 2 x p 'S center• covered with 1/2" plywood sheath ing,..- roofing .system 25 and 'base sheet ,covered•.,with 230. pound pound # F r. c®e�sisting .of-. -pound ha.it shingles' 1' asp ;tp Kitchen flooring- will be 1/2" 'plywood subfloors �.. with 6" the base.:air V'= Bathrooms will have ceramic •floors }r dining rooms, bedrooms and halls x111 Living rooms, 4 r have 1/2" plywood subfloor with foamback carpeting. Interior stairs will be of wood with stair railings of wood. wood ••Y'•Z,A windows •will be -of d frames, vinyl clad with ' Sliding glass doors will be glaaed with v double glazing° tempered insulating glass. f,�;... ` Interior doors are birch faced flush panel h®13ow • r��i core units. All ceiling hi fglhts are � ®0{w• _ s�c4'�T�;I.� int an=traicod?s iii1 b•_ weather atrippad. r.z .. COU-60 %t, ('T\ •, ^ , ,v=" raj t,s, dCl'.•:M�.•}.F. `' _Y., +ii.5�-:i't�S'�.5:'. - n .:i'.•7'..`^: ..-�:•�".y..9•�'. ...1:!�t?�u�7;�:. 't! Te f"R EXHIBIT C 1 st; To I)ECLARATTom OF CONDOMINIUM Appurtenant Percentage of Approximate Square Foot bio. of Rooms interest in the ploor Area- unit Ccamn Elements* and Baths Desic Mation, 1418 1/16 5 1-1/2 1418 W IA 5 1-1/21/16 1418 kwL ; 1/16 1-1/2 5 1418 3A 1/16 5 1-1/2 1343 4A 1/16 5 1-1/2 1B 1/16 1343 5 L-1/2 1343 2B :j 5 0 1-1/2 1343 I 3B 1/*-6 1343 W W. 4B 1/16 I^"g, 1C 5 1-1/2 10 1/.16 1343 1343 2C 5 1343 M. 1343 5 3.-1/2 3C /.16 4C 1/16 2-1/2 1343 ID 1/16 J/ K- 2- 1343 2D 1/16 14 5 - 2-1/2 1343 3D - , 1/16 5 - 2-1/2 4D good deck and an exterior 5 immediate- access to 4. wo All raits, have d common' eleM=ts- which are limite aYK4lti 'a•4. '4r attached Sit-* V gihown on the atta t:s will bia located- as to-. The Uni -J, j",4Ai' k$ Ir. V 41 W! U1. Sea Breeze Village Condominium Association '1 60125 North Rd Greenport, NY Southold Trustees Department Southold Town Hall Annex 54373 Main Rd PO Box 1179 Southold, NY 11971 May 18, 2016) U- A single contractor will construct all 16 new decks. The old decks will be replaced in place by the new decks. ;Sin rely,hn Tiedemann, President PO Box 179 Greenport, NY 11944 631-477-1082 F P John M. Bredemeyer III, President Town Hall Annex Michael J. Domino, Vice-President -,r' d y�'t, 54375 Route 25 Glenn Goldsmith t ' r. " P.O. Box 1179 A. Nicholas Krupski r o Southold, NY 11971 Charles J. Sanders ti;,go1 �`�� ' Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD NON—JURISDICTION INSPECTION DATE OF INSPECTION: INSPECTED BY: Y<uXil'i -A � v /Ch. 275 Ch. 111 COMMENTS: i 1� vA mae, vWy( yio 4- �oe, aL,,� 1�J KcNr� a ly'�;�x:,y.°-,'+C�h�;" a r e. '.rc, a�ry n i• � L�'�+k�,' Wit: "r �',,, t6 - ' } ,,ir` •�Vie,}T3�, w •'9�'�''� ( ¢v a.F 9,;.i`;���1f„ri "",�" 0• °';¢t"''�L sr4�� r�: =�,� 1•'y h i ` f. j`� ^Til�'i' /l V,,, fyuT(. y^ �, �i � J�l,h a5" 'Aii � ::7= ,•*: '�i�C'f„ `ae�' ..::t.t: v.� m _.raG•>2:. ��, :rTF„ `S ad n n 'rf'.Ci -'t� S,•�t:�®��' t'� � •� � a000e ♦®°�®.. ,,,, a .w� �l .S�;y't�,�r � '••.�T{w''t1 �`t'ry1 �'�`y�'±,,'�T.•,,.- ,1 •:i ..c ,t:•'�_� =,.0 .6� 5h�ayy pt .ti° � $"�em .;u,.: {{ . ., J>; ,i S C RI, C!py`+i-'• •,,•.,. 11t.Vie:. —S� `9 d y B w a:T$�;aly°.'f� t�s "tv41Te. � fl ." �' .''7' ,,��s,,e 4 ,...,�.• ��a• _ u° j.�i'"•���8�e 5.f�t' �kSi S�;yrr `.yti. :s- t J'� :.1' e, � '4e�r e.a )u''- .,�, .�, .�{,��..... Q= ��e� 4�,e.•Y o® �.r'�'. '"'I�, e '>:��� �;>,- ;t•'• 1 ;;-`• L�pAp•� ,p;) as '�- .rq'. ;+ p'! „,•,i• '*'�^ �e •�.. +� °a\.� :a � _L;-i1L� � }1'�•�'';: • ,� 0° •,` Y Ot"` 1 � + � / 1®'s` Dow®0 �°` •,F/J� ?' 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""`, '.as.'r'"�°• 'a y, - t�. ,..,�,o.a..' ;,C .�,�..�� r,� 41�i'JJu� „'�.ysn Vis. •, �1 ''�...,. :r w.r..�. �4.L,'+� �'Ylr•., Ott^. -r 1� _`:;r.• r1y . k +'� .y.M P'.�•�,._,' .1 Y:asik } ,i$, 'Y,y'-r+'• ��jy y Z Y _ �, °3��1^ ;_� u•" hif R'T' v ttii�+.:e'+?F'"':�•,:'tlsi:' 't'•" � '._ _4t-. .�•. .m r9+ t"i.i;A:.' '�+�ft?�:� {�°�' �.'M` 1 r OFFICE LOCATION: S® ® MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) �o+ Southold, NY 11971 �� Telephone: 631765-1938 NII,�� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: July 18, 2016 Re: LWRP Coastal Consistency Review SEA BREEZE VILLAGE CONDOMINIUMS, c/o EDMUND JOHN TIEDEMANN, PRESIDENT SCTM# 1000-44.1-1 - Lots 1 through 16 Joan Chambers on behalf of SEA BREEZE VILLAGE CONDOMINIUMS, c/o EDMUND JOHN TIEDEMANN, PRESIDENT requests an Administrative Permit to replace the existing seaside decks on all 16 condominium units; for Units 1A, 1B, 1C, 2A, 2B, 2C, 3A, 3B, 3C, 4A, 4B, and 4C construct a proposed 139sq.ft. upper deck with a 13.7sq.ft. stair landing, and 41.69sq.ft. staircase to ground; Unit 1 D construct a proposed 240sq.ft. upper deck, a 13.7sq.ft. stair landing and a 41.69sq.ft. staircase to ground; Units 2D, 3D and 4D construct a proposed 205.8sq.ft. upper deck, a 13.7sq.ft. stair landing, and a 41.69sq.ft. staircase to ground. Located: Sea Breeze Village Condominiums, 60125 Route 48, Greenport. SCTM# 1000-44.1-1 - Lots 1 through 16 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action to replace the existing seaside decks on all 16 condominium units; for Units 1A, 1 B, 1 C, 2A, 2B, 2C, 3A, 3B, 3C, 4A, 4B, and 4C is EXEMPT from LWRP review pursuant to: § 268-3. Definitions. MINOR ACTIONS items "B" and which states: B. Replacement, rehabilitation or reconstruction of a structure or facility, in kind, on the same site (inplace); including upgrading buildings to meet building or fire codes, except for structures in areas designated by the Coastal Erosion Hazard Area (CEHA) law where structures may not be replaced, rehabilitated or reconstructed without a permit and shoreline erosion control structures (including, but not limited to, groins,jetties, bulkheads, filled piers) located within Great Peconic Bay, Cutchogue Harbor, Little Peconic Bay, Hog Neck Bay, Noyack Bay, Southold Bay, Shelter Island Sound,, Pipes Cove, Orient Harbor,-Gardiners Bay, Long Island Sound, Fishers Island Sound and Block Island Sound (excluding all creeks); f y ` The actions are not located within the Coastal Erosion Hazard Area. The proposed construction of a 139sq.ft. upper deck with a 13.7sq.ft. stair landing, and 41.69sq.ft. staircase to ground; Unit 1 D construct a proposed 240sq.ft. upper deck, a 13.7sq.ft. stair landing and a 41.69sq.ft. staircase to ground; Units 2D, 3D and 4D construct a proposed 205.8sq.ft. upper deck, a 13.7sq.ft. stair landing, and a 41.69sq.ft. staircase to ground is recommended as CONSISTENT. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. I J- John M.Bredemeyer III,President O�*®f SOUTy®l Town Hall Annex Michael J. Domino,Vice-President 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski Telephone(631) 765-1892 Charles J. Sanders oI�COUNT i Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only _Coastal Erosion Permit Applicati0 _Wetland Permit Application Administrative Permit ///Received Amendment/Transfer/Ext nsion Application: (v 1�A X Received Fee:$ 1001M �—, Completed Application b.2(1 �. `" • -----�-----------•--- - Incomplete L �) _SEQRA Classification Type I Type II Unlisted JUN 1 7 2016 s ,Coordination:(date sent) LWRP Consistency Assessment Form CAC Referral Sent: Date of Inspection: '7112 _ Receipt of CAC Report: Lead Agency Determination: Technical Review: -_ Public Hearing Held: Resolution: Name of Property Owner(s) IFt)M U N t? ZRO" Ml e�p t✓ MANN Address -5Q?C 173 3 G-R.G:-:;0�bfZr N Q44' Phone Number:( ) (2 3 1- S_7 ( --rl (oQ l DDO -- 44 4 + l TI-KL U l(0, Suffolk County Tax Map Number: 1000 - A��f az�j-f 9*1 Property Location: �90 25 Cf Z . A{-0 K-r N O R-rH- S LD 1✓ Ol< EZ-tE- 4I — w06'r- OF C•l-tip pg, LAN4_= (provide LILCO Pole#, distance to cross streets, and location) AGENT: `I_06-0 Get BEi(Z- (If applicable) Address: po - Box S b UTYto 1'0 Iv��, cq-7 Phone: 65?3l- Z�4— l , p SEABREEZE VILLAGE CONDOMINIUM NUMBER KEY: # SCTM UNIT DESIGNATION OWNER 1. 1000-44.01-1-01 Unit 1 D Wasserman Crown LLC 2. 1000-44.01-1-02 Unit 1C O'Grady Irrevocable Trust 3. 1000-44.01-1-03 Unit 1 B Charles F. Giovanna 4. 1000-44.01-1-04 Unit 1 A Paul Ft Joanne Hashagen 5. 1000-44.01-1-.05 Unit 2D Robert Ft Nancy McManus 6. 1000-44.01-1-06 Unit 2C Vassilatos Trust 7. 1000-44.01-1-07 Unit 2B James It Catherine Neuburger 8. 1000-44.01-1-08 Unit 2A Edmund Et Susan Tiedemann 9. 1000-44.01-1-09 Unit 3A James Et Rosemary Arena 10. 1000-44.01-1-10 Unit 3B Parry Irrevocable Trust 11. 1000-44.01-1-11 Unit 3C Evelyn Goldberg 12. 1000-44.01-1-12 Unit 3D Aquino Trust 13. 1000-44.01-1-13 Unit 4A Eugen Ft Mirella Tomasic 14. 1000-44.01-1-14 Unit 4B Thomas Et Margaret Spellman 15. 1000-44.01-1-15 Unit 4C Robert Michel 16. 1000-44.01-1-16 Unit 4D Wm Raffloer Ft Suzanne Penderville Board of Trustees Applica' , '>n GENERAL DATA Land Area(in square feet): f 55, ��'. h 3,a8 ACRS • — EACH Co"00 OCCu focES .03 AcK.U5' Area Zoning: �, 0(2- =! 3 O(o.8 4 Previous use of property: b ()N c'r CoNDO, CDM?LF. Intended use of property: SAM E - N a Cl-�6-fr O F U Se Covenants and Restrictions on property? Yes No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? V/ Yes 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 V"-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.? No Does the structure�(s) on property have a valid Certificate of Occupancy? y/ Yes No Prior permits/approvals for site improvements: Agency Date 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): 'rO REMOVS B?ctST/N G- w oo® nz trnEDo r1vues- egom corp oos T"eM W L_rK M5(0 WOOD F7I&MED D Eccc.S C On) Fb 2MrN6- TD T' A-L/— Sea Breeze Village Condominium Association 60125 North Rd Greenport, NY Southold Trustees Department Southold Town Hall Annex 54373 Main Rd PO Box 1179 Southold, NY 11971 May 18, 2016 A single contractor will construct all 16 new decks. The old decks will be replaced in place by the new decks. Si erely, John Tiedemann, President PO Box 179 Greenport, NY 11944 631-477-1082 •S IV-,:a?)3w -�)-30f V 1 O M 3} S VO -)-V Q ti NO (l N -GM :(oluudoidduji sluauigoulp asn) suoil-mado posodoid Bons jo uosvai Aq llnsoz deux Iugl nmol agl jo siolum lupp put, spuellom agl uo `Xuuji `loajja agl jo luau oluls 7� SLY wo-m �s- rv0 , Cta-Z)CLS -7 t Q.S !2W --9n d, a NV44-92 <' >> „Z) „90 119 (ylaN `-=n8l ' S :=I n- y No —=La-Vry -9vw s--,52 '4-SI-NOPrn N i as-?J)nba%8 -3a -VW Sig Sy tLo2 (yf3 fv :polisodop jo panouta.Ioq llim luualuui goigm ui iauuuw :suollujado jo care ail Inog$noygl odols posodozd 1031 N :polisodop jo panouza.I aq llim leualuuz goigm jo gldaQ sp uX oigno (v Lpolig oq Iiim ILuoiuuz gonuz MOH spnf,oigno d N -Lpajenuoxo oq Ilim ivualLIuz-gonuz-mog`saX-jl- san ON 42uTIITU.10 uoilUneoxa anlonui loafojd agl saoQ :spuullam jo asps puuldn puu ainlon4s posodoid Isomou uaamlag oouLIsip Isasolo 1331 :spuullamjo 32pa purldn pue amlotuls 2upsixa Isomou uoamlag aouulsip IsosolD % yl jV :IOIJO aSLIJanoo IuaoJad laaj arenbs O :lol uo spuullamJo uald dq� doorA rn �/a( /M soONoD C11/, sv0 d0(2(-A s>NjgV '9jV11.3)-,<.g -aj :suoilLiado posodojd agl jo osodind VIVG moilvaI'Iddv SQNvrl alA.LSf12LL/QNIV I.LHM uo `,soitddy saagsnzrs go p:r-eoq, ' 1 61Z20 Appendix B Short Environmental Assessment Form Instructions for Completing Part l -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: SE 82EF_� v G-E; Project Location(describe,and attach a location map): (0[25 teT:F- +a (,,J DP_r-(- Brief Description of Proposed Action: -To (Z, L.fk-Ce; Tl-{-� r-G t l�G w OD_V �EGK�S D hj l 6 CONCOCXX A W 1,'1�E N W Do D Ff-,_A� t>6;CtC- r CW Fmrn I A'G- 6 S T1 r,3 G 'L>tIE(\1 s(o n),S Nam•eo ` f Applicant-or Sponsor: EP()JUr4b Telephone: 3( v6& QWVn6E--.S' FbF-- �TWIJ TTEDEM -Mail: Address: TV 430 x City/PO: State: Zip Code: �Sb U-T VtWUo N \( I ( l of l/ 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name d pen-nit or approval: 3.a.Total acreage of the site of the proposed action? acres b.Total acreage to be physically disturbed? acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? _*3 ­56 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban Rural(non-agriculture) ❑Industrial ❑Commercial 'Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Pagel of 4 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ ® ❑ b. Consistent with the adopted comprehensive plan? ❑ ® ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: ® ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES IT b.Are public transportation service(s)available at or near the site of the proposed action? ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: El 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: NA -DEG(S' ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: N A- ' ❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places?— � ❑ b.Is the proposed action located in an archeological sensitive area? © ❑ 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ Fj(r uu b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? I.i I ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: (QJ 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: J$Shoreline ❑Forest ❑Agri cultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban lKsuburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 5e ❑ 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, F\-;;r [:]a.Will storm water discharges flow to adjacent properties? ❑NO ❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO AYES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ® ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: ® ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY _ KNOWLEDGE (( p�— _ Applicant/sponsor name: -,31)A-I\ C BOFS Date: UNE , 20(� Signature: STD I' Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning F] Elregulations? 2. Will the proposed action result in a change in the use or intensity of use of land? ❑ 3. Will the proposed action impair the character or quality of the existing community? ❑ ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the El F]establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or El 1:1affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: El 1-1a.public/private water supplies? b.public/private wastewater treatment utilities? 0 F1 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, f�1 �I waterbodies,groundwater,air quality,flora and fauna)? u u Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ ❑ problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-tern,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 `;Board of Trustees Applica'__-)n AUTHORIZATION (where the applicant is not the owner) I,�UN,y,�O ��/��✓ %/�=��=wtff�� residing at /go J�qO x /1-7? (print name of owner of property) (mailing address) (, A/V /W9 / do hereby authorize (Agent) ONJ C"-AWVB er<-S to apply for permit(s) from the Southold Board of Town Trustees on my behalf. (Owner's ature) L� APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE,FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: (Last name,first name,-Middle 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 Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) 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 t// 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 applicant (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 31 0 N/ � 200,4 Signature Print Name �or�v D �/affi✓ �D�.Y//�,ry� Form TS l APPLICANT AGENTIREPRESENZ TIVE TRANSACTIONAL DISCLOSUU.FORM '!he_Tvn f�olithald's C de of Ethicon"rohibit 'contlict of i tcra .o the• A of to n ` e Anile fo ees. `h r o 'of this fbim 1.00, " vi o i riti tion _�hieh'Can:ale ' I"e ov t°oC os ible con 'cfs h eros n�i i }nw itFto r e ivh "ev r idW is necessary fo avoid same. T YOUR NAME: �� iy 0 1-tt,A i (Last name,first name,iiddleinitial,unlbss 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 __ Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat-or official map, __ Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a cl'ationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or busina"ss interest,"-business interest"means a business, i including a partnership,in which the town officer or employee has even a pa!01at6wn`crsh1"p of(or employment by)a corporation in which the town officer or employee owns more than 50/c fthe shares. YES NO 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 applibont (when the applicant is a corporation); A)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 day of <-- 2001(6 Signature Print Name Bir Form TS 1 e Board of Trustees Applica+=»ern AFFIDAVTI' .yMv�/� ✓ f "���o� BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF, AND THAT 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 BOARD OF 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, INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signat&df Property Owner 5t SWORN TO BEFORE ME THIS DAY OF i I U n� , 20_[�o AaaA. d --)I ajQA Notary Public 0 TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2OZ Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 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 sign ificant 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# 1000 D► -rltPIu fo 's eN / PROJECT NAME 'S 9052,t0 V 1 Lk,-ACS C::0 F,- OD D S — t)15lL C-ePLAPEM El"-T The Application has been submitted to (check appropriate response): �( Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees LJ 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: PyPk?�I QRZ- 'GzSTEes FERrn(T gutLn 1 G-- FE M(T- -t� (SETe5<t s`c-. w 000 FrQtme E,cCST. f Location of action: (O o 2S fZ"C�- �(Z OBN 9d K—r Site acreage: 3 • A-C�s'- Present land use: to ("ONDQS Present zoning classification: (� 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: DA-0 Ct(�erzy CA-cam-r) Fbe , jO- &j-fj "R�cD�AXN (b) Mailing address: x -1q-9 SSD UT-tft LD (c) Telephone number: Area Code (d) Application number,if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No Rr 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. KYes ❑ No [:] Not Applicable _�Zj�- Tlf'E��ccL�T �c mC—b�l sc o NS 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 9 Not Applicable 10 L - 6 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 F<1 Not Applicable 00 l&0 T-( CATJT Cr;tA-f\S&e -rD V (9U A-t,- (rn,P}�T- Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. t Yes No Not�Fj licable 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 K 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 ❑ No Not Applicable 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 NoxNot Applicable Attach additional sheets if necessary tv �- ' ` WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III 'Policies; Pages 47 through 56 for evaluation criteria. Yes ❑ No WNot Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III-Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No 5a"'Not Applicable ' Attach 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 Not 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 Not Applicable PREPARED BY C)Ar� CttAV%BER-S TITLE &-6!U4T_ DATE 6 . 1 • 1 13 I Sea Breeze Village Condominium Association 60125 North Rd Greenport, NY Southold Trustees Department Southold Town Hall 53095 Route 25 Southold, NY 11971 May 16, 2016 The Condo Association has contracted with a construction company to replace all 16 decks on its premises. We give permission for the Southold,Trustees Department to enter our property to measure where the current line of delineation is and what units are within that line. We know the cost for this measurement is $50.00. We understand that units within 100 feet will need a second administrative permit from the Trustees Dept. and that the other units will just need a permit from the Building Dept. Sincerely, v)ohn Tiedemann, President PO Box 179 Greenport, NY 11944 s MAY 16 2016