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HomeMy WebLinkAbout45416-Z �ouEF01 Town of Southold 10/5/2021 a d� P.O.Box 1179 0 W 1 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42402 Date: 10/5/2021 THIS CERTIFIES that the building DECK Location of Property: 840 Bridle Ln,Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.-8-16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/23/2020 pursuant to which Building Permit No. 45416 dated 11/9/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: deck addition to an existing single family dwelling as applied for. The certificate is issued to Castoldi,Douglas&Rebecca of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Au or ze S gnature �ortFoc,��oGy TOWN OF SOUTHOLD BUILDING DEPARTMENT C2 TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45416 Date: 11/9/2020 Permission is hereby granted to: Castoldi, Douglas & Rebecca 82 Otis St Apt 3 Cambridge, MA 02141 To: construct a deck addition to an existing single family dwelling as applied for. At premises located at: 840 Bridle Ln, Cutchogue SCTM #473889 Sec/Block/Lot# 102.-8-16 Pursuant to application dated 10/23/2020 and approved by the Building Inspector. To expire on 5/11/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $346.40 CO-ADDITION TO DWELLING $50.00 Total: $396.40 Building Inspector SOUTyo! * TOWN`OF SOUTHOLD BUILDING DEPT. °`ycourm,N�`' 765-1602 INSPECTION [ ] FOUNDATION 1ST ( ] ROUGH PLBG. [ ] FOUNDATION 2ND [- ] IULATIOWCAULKING [ ] FRAMING /STRAPPING FINAL �V/g A d [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: F�vv oz N/ DATE �� INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) -------------------------------------- FOUNDATION(2ND) � O ROUGH FRAMING& y a PLUMBING p(� 0 P INSULATION PER N.Y. STATE ENERGY CODE FINAL • a ADDITIONAL COMMENTS , -3e- `c) �° 1 Z ` O � Z CEJ b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 / Survey SoutholdTown.NorthFork.net PERMIT NO. 6 Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined If 20 Storm-Water Assessment Form Contact: Stromski Architecture, p.c. Approved—L/A .20 Mail to:P.O. Box 1254 Disapproved a/c Jamesport, NY 11947 Phone:631-779-2832 Expiration ,20 anspr OCT 2 3 2020 APPLICATION FOR BUILDING PERMIT BIImDG DEPT, Date October 15th , 2020 TOS;IN G-V..3�,'TTHOLD INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New9PBox pJamesport, ble Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations orn as herein described. The applicant agrees to comply with all applicable laws,ordinances,building regulati s,and to admit authorized inspectors on premises and in building for necessary inspectio lica t or name,if a corporation) ort, NY 11947 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder STROMSKI architecture, p.c. is acting as the architect for the deck addition Name of owner of premises Douglas & Rebecca Castoldi (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer Robert Stromski - President, Stromski Architecture, p.c. (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 840 Bridal Lane Cutchogue House Number Street Hamlet County Tax Map No. 1000 Section 102 Block 8 Lot 16 Subdivision Highland Estates Filed Map No.6537 Lot 19 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy-Single Family Residence b. Intended use and occupancy Single Family Residence 3. Nature of work(check which applicable):New Building ❑ AdditionF71 Alteration❑ Repair Removal _Demolition Other Work Exterior deck Addition to Existinq 4. Estimated Cost'$10,000 Fee (Description) (To be paid on filing this application) 5. If dwelling,number of dwelling units N/A Number of dwelling units on each floor N/A If garage, number of cars N/A 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front 39'-3" Rear 30'-8" Depth 65'-5" Height N/A Number of Stories N/A Dimensions of same structure with alterations or additions: Front Not Changing Rear 39'-3" Depth Not Changing Height Not Changing Number of Stories Not Changing 8. Dimensions of entire new construction:Front Not Changing Rear Not Changing Depth Not Changing Height Not Changing Number of Stories Not Changing 9. Size of lot:Front 182' Rear 143' Depth 271.36' 10.Date of Purchase 2019 Name of Former Owner Roni Jacobson & David Feldman 11.Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO XX 13. Will lot be re-graded?YES❑ NOE[Will excess fill be removed from premises?YES NOn 14.Names of Owner of premises Rebecca&Douglas Castoldi Address 82 ous St Apt s Cambridge,MA 02141 phone No. 646-879-3087 Name of Architect STROMSKI architecture, P.C. Address Po Box 1284 Jamesport;W 11947 Phone No 631-779-2832 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESaNO * IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C. PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? * YES ❑ NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,-with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO2_ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) Robert Stromski being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Stromski Architecture, p.c. - Head Architect& President (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. swoul to fore s l ay o 20 d �� �)&Zt_ otary P lic�NEE E STROMSKB Signature of Applic' t ARY PUBLIC 01ST4340852 QUALIFIEM SUFFOLK COUNTY NY `PERM EXPIRES DECEMBER 31,�op?oZ i i Scott,A. Russell V' ' S�['t0�lt�.l�� WA�.`7 IEIR. ':� .,ask.. :» SUPEz�VISOit. MANAGEMENT aay k �:;. 'SOUMOLDTO,,WN,HALL-P'0..Box,1179 $� Town o' Southold 53095 Main Road-SOUTtiULD,NEW YORK 11971 f i CHAPTER 236 - STORMWATER MANAGEMENT WORK:SHEET ( TQ-'BE COMPLETERBY 'HE AR NT), ..__..» .... �]�},���}v�� ''fig'�}y�®� Yp�1 �j �'t��] • WES y x318 1'�WECr» �1+1�Y Y- "'Yes No tctnecic.}1Li tf(kT-4XY): ,. ,/ A. "Clearing, gxubbing, graiing or stripping of`land which affects more fhan 5 U00 square f eet of grot�tld'surf ace. . ` B. Excavation or .filling involving;more than 240 cubic yards of material ; within airyarcel or.any coritiguntls:,are; . ... Site preparation,on slopes:whiol :.exceed 10 feet vertical rise to .100-feet of borizaMal dastanco�, D. Site-preparation-.within 100 feet of wetlands,,,beach, bluff or coastal erosion,. kiazard M �" -E. 'Site preparation r�vithin :the one=hundred-year f loodplaiii'as depicted 'on_1 TRI g:ol - iiy vv tereOf rse. F -F. 'Installation of .new or resurfaced .impervious surf aces .of "1,000 square feet or more, unless prior appr"Oval .of,.a Sto�=mwater Management = iControl.)?lan was re-.ceived,by .the'.Town and ,the proposal includes :F ;in-kind replacement of impervious surfaces.' if you an N0 to ali'of the giiestitns above,'ST(?i"" Complete tlieYApplicaiit section>selow with your 1Vaiiie, Signatwe,Contact Information,Date & County`Tail M_ 'Number�� Chapter 236 does not apply to your,project. If you answered YES to one-or more of the above,please sutinit Two copies of a Stormwater Management Control Plan and a completed Check List"Forin'to the Bitllding.D"epar#tnent witFY-64.11uildinglermit Application. t,APPLiCANT: (Property owner;Design 1'rofes51ona1 ilgem;Contractor,,Ottier�= '; :'r.Ni.- 1000 pate D1Ytrlct" NAME. Robert Strom s ' P esident,St kL hitectur P.C. 102 08' 16 10/1/2020 Rm Section Block Lot 31) 779-2832 ,F(3I 1ILRII T Pt R ME; 'Contact,Informat n lT.hpho.r;,bmbM .Reviewed Br. Date Property Address/Location of Construction Work- '' — — — — — — — — — — — — — — — — — 840 Bridle Lane _ Approved for processing Building Permit. " El Stormwater Management Control Plan,Not Required. , Cutchogue, NY11$35 — — — — — — — — — — — — — — — — — nStormwater Management Control Plan is Required. ' U {Forward to'Engineering Department for Review.) i FORM SMCP-TOS MAY 2014""- - - __ I IS ��S]4I Areliitecture and Construction Management Services �' �— architecture,p,c. TRANSMITTAL SHEET TO: FROM: Whom it May Concern Marisa E.Danowski COMPANY: DATE: Town of Southold March 24,202I Building Department P.O.Box 1179 Southold NY 11971 PHONE NUMBER: CC: (63I)765-I809 RE. JOB NUMBER: 840 Bridle Lane Cutchogue 11935—Revised Plans 20-AR008 ❑FOR APPROVAL ❑FOR REVIEW AND COMMENT ❑FORYOUR USE ❑NO EXCEPTION ❑REVIEW MAKE CORRECTIONS NOTED ❑REVISE AND RESUBMIT ❑REJECTED COPIES DESCRIPTION 4 Building Plans REMARKS: APR - 2021 P.O.BOX I254 PHONE(63I)779-2832 JAMESPORT,NEW YORK 11947 FAX(63I)779-2833 L�SHI (o 01- OS L.�]:) U] C'&' F01,,,,Z_ 0 0 1._ 1 R %V/ architecture, P.G. C as J 6. A P.O.BOX I254 JAMESPORT,NY 11947 840 Bridle Lane, Cutchogue NY 1193 PHONE(63I)779-2832 FAX(63I)779-2833 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SCHEDULE OF ABBREVIATIONS AIR BARRIER AND INSULATION INSTALLATION TABLE 8402.4.1.1 GENERAL NOTES: SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD A.D. ASH DROP GROUND WIND SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN WINTER DESIGN UNDERLAYMENT �� A.F.F. ABOVE FINI5N FLOOR I. ALL CONSTRUCTION SHALL CONFORM TO ALL NEW YORK STATE, COUNTY AND LOCAL BUILDING, SNOW LOAD (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY TEMPERATURE REQUIRED HAZARDS BM. BEAM COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA ZONING AND ENERGY CODES, AND ALL SUCH CODES SHALL SUPERSEDE THESE DRAWINGS. BRG. BEARING 25 130 YES YES I B SEVERE 36' MODERATE SLIGHT TO 15 YES N/A C.J. CEILING JOIST 2. ALL PLUMBING AND ELECTRICAL WORK SHALL CONFORM TO ALL STATE AND LOCAL CODES AND TO HEAVY MODERATE C.F.M. CUBIC FEET PER MINUTE A CONTINUOUS AIR BARRIER SMALL BE INSTALLED SHALL BE INSPECTED AND APPROVED AS REQUIRED. Proposed. Deck For: CLOS CLOSET IN THE BUILDING ENVELOPE. C.O. CLEAN OUT THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR-PERMEABLE INSULATION SMALL NOT BE USED 3. TME ARCHITECT'S APPROVAL APPLIES ONLY TO T1415 PLAN'S STRUCTURAL CONFORMANCE WITH CON. CONCRETE GENERAL REQUIREMENTS CONTINUOUS AIR BARRIER. AS A SEALING MATERIAL. THE NEW YORK STATE BUILDIN5 CONSTRUCTION CODE. THE CONTRACTOR 15 TO VERIFY ALL C.M. CARBON MONOXIDE DETECTOR BREAKS OR JOINTS IN THE AIR BARRIER SHALL CONDITIONS AND DIMENSIONS EEFORE STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR Castoldi TABLE OF CONTENTS FLOOR AREAS EhISTING PROPO'ED ADDITION TOTAL CSMT. CASEMENT BE SEALED. SAME.. C.T. CERAMIC TILE COVER - PROJECT INFORMATION PROPOSED MASONRY PATIO 1,050 SOFT. 400 SOFT. 1,450 SOFT. D. DRYER THE AIR BARRIER IN ANY DROPPED 4. ALL FOOTINGS SHALL BEAT' ON UNDISTURBED SOIL, 1 TON psf CAPACITY MINIMUM. A-1 - DEMOLITION PLAN D.H. DOUBLE HUNG CEILING/SOFFIT SHALL BE ALIGNED WITH THE Residence W-1 - DETAIL WALL SECTION AND ELEVATION DIA. DIAMETER CEILING/ATTIC INSULATION AND ANY GAPS IN THE AIR BARRIER THE INSULATION IN ANY DROPPED CEILING/SOFFIT 5. ALL CONCRETE SHALL BE WOO psi AT 28 DAYS MINIMUM. EXPOSED SLABS AND GARAGE SLABS W-2 - TABLES, SCHEDULES AND DIAGRAMS D.J. DECK JOIST SMALL BE SEALED. SHALL BE ALIGNED WITH THE AIR BARRIER. SHALL BE 3500 psi A7 28 DAY:.; MINIMUM DN. DOWN ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE DW. DISHWASHER WALL DOORS TO UNCONDITIONED ATTIC SPACE 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, NO. 2 OR BETTER. E-1,600,000 psi AND F.A.I. FRESH AIR INTAKE SHALL BE SEALED. fb- EQUIVALENT TO MEMBER SIZE. ALL GLU LAM BEAMS TO NAVE AN E-118001000 psi AND AN F.D. FLOOR DRAIN fb-2,400 psi. ALL LAMINATED VENEER LUMBER HEADERS AND BEAMS TO HAVE AN E-1,900,000 psi FDN. FOUNDATION CAVITIES WITHIN CORNERS AND HEADERS OR AND AN fb-2,600 psi. ALL PARTICLE STRAND BEAMS TO HAVE AN E-2,000,000 psi AND AN F.J. FLOOR J015T FRAME WALLS SHALL BE INSULATED BY fb-2,900 psi. FP.S.C. FIREPROOF, SELF-CLOSING WALLS THE JUNCTION OF THE FOUNDATION AND SILL COMPLETELY FILLING THE CAVITY WITH A FTG. FOOTING PLATE 514ALL BE SEALED. MATERIAL HAVING A THERMAL RESISTANCE OF R-3 7. DOUBLE ALL JOISTS AROUND OPENINGS AND UNDER ALL PARTITIONS RUNNING PARALLEL TO THE PRESCRIPTIVE DESIGN METHODS FXD• FIXED THE JUNCTION OF THE TOP PLATE AND THE TOP PER INCH MINIMUM. DIRECTION OF THE JOISTS, OR AS INDICATED ON PLANS. GALV. GALVANIZED OF EXTERIOR WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR 130 MPH WIND ZONES GL. GLASS KNEE WALLS SHALL BE SEALED. FRAMED WALLSBSTANTIAL �ARLALCBE INSTALLED DUIN B. ALL HEADERS WALLS OR AS DE51E 1� THE PLANS.WINDOWS SHALL BE 2-2'X10' @ 4' WALLS AND 3-2'X10' @ 6' H.B. HOSE BIBS ALIGNMENT WITH THE AIR BARRIER. H.C. HANDICAPPED q. PROVIDE 36' HIGH RAILING_ WHENEVER DECKS OR STOOPS EXCEED 30 ABOVE GRADE. RAILING INFORMATION TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO - HDR. HEADER � ' FAMILY DWELLINGS (2015 EDITION) H M HOLLOW METAL WINDOWS, SKYLIGHTS THE SPACE BETWEEN WINDOW/DOOR JAMBS AND SHALL BE BUILT 50 AS NOT TO ALLOW THE PASSAGE OF A 4' SPHERE THROUGH ANY OPENING. 840 Bridle Lane FRAMING, AND SKYLIGHTS AND FRAMING SHALL ALL TABLES, FIGURES, AND SECTIONS REFERRED TO BELOW CAN BE FOUND ON SHEETS K.S. KITCHEN SINK AND DOORS BE SEALED. 10. PROVIDE DIRECT WIRED SMOKE DETECTORS IN AND ADJACENT TO ALL SLEEPING AREAS. Cutchouge NY I I935 DESIGN LOADS w-1 AND W-2. LAV. LAVATORY L.C. LINEN CLOSET PROVIDE CARBON MONOXIDE DETECTORS AS PER LOCAL REGULATIONS. � MECH. MECHANICAL RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER. RIM JOISTS SHALL BE INSULATED. S.C."I'.1VI.# 1000-102-08-16 1. FLOOR AND ROOF DIAPHRAGM BRACING REQUIRED. PERPENDICULAR BLOCKING AT 4-D i USE LIVE LOAD [LB/SQFT.] DEAD LOAD MSOFFT.] INTERVALS (MATCHED WITH SUBFLAOR EDGES) MUST BE PROVIDED WITHIN THE LAST TWO MIN. MINIMUM FLOOR FRAMING CAVITY INSULATION SHALL BE 11. PROVIDE 5/8 TYPE X' GYPSUM BOARD AT CEILING ABOVE HEAT UNIT AND AT GARAGE AS MAX. MAXIMUM REQUIRED. REVISIONS BAYS OF FLOOR AND ROOF DECK SHEET W-i DRAWING 3. INSTALLER TO MAINTAIN PERMANENT CONTRACT EXTERIOR BALCONIES 60 10 MLDG. MOULDING WITH THE UNDERSIDE OF SUBFLOOR DECKING, OR 12. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE. M.O. MA5XNIRY OPENING FLOOR FRAMING CAVITY INSULATION SHALL BE DECKS 40 10 2. UPLIFT CONNECTIONS REQUIRED AT EACH RAFTER, JOIST, AND STUD CONNECTIONS. N.I.C. NOT IN CONTACT FLOORS (INCLUDING 714E AIR BARRIER SHALL BE INSTALLED AT ANY PERMITTED TO BE IN CONTACT WITH THE TOP � � O 2/I0/2I Changed to Masonry Patio PROVIDE I-I/4' X20 GAUGE METAL STRAP FASTENED AS PER SHEET W-I TABLE 3.4 AND ABOVE GARAGE AND 13. ALL USP HANGERS TO BE ATTACHED WITH MANUFACTURER SPECIFIED FASTENERS. PROVIDE PASSENGER VEHICLE GARAGES 50 10 DRAWINGS ON SHEET W-2. O.C.. . OV�EAD CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION. SIDE LL SHEATHING, D CONTINUOUS INSULATION APPROPRIATE COATED HANGM,WHEN USED IN CONNECTION WITH TREATED MATERIAL. O ATTICS WITHOUT STORAGE 10 10 P.C. POURED CONCRETE INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING 3. LATERAL AND SHEAR FRAMING CONNECTIONS MUST BE IN ACCORDANCE WITH THE R. RISER AND EXTENDS FROM THE BOTTOM TO THE TOP OF 14. PROVIDE CONTINUOUS FIRES'TOP AT ALL CONCEALED SPACES IN WALLS AND BETWEEN FLOOR O NAILING SCHEDULES OF SHEET W-I TABLE 3.4A, 3.qA. SPACES AT BEARING PARTIT05 TO LIMIT DIMENSIONS OF CONCEALED SPACES TO 10-0 ATTICS WITH STORAGE 10 RAD. RADIUS ALL PERIMETER FLOOR FRAMING MEMBERS. , ROOMS OTHER THAN SLEEPING ROOMS 40 10 REF. REFRIGERATOR EXPOSED EARTH IN UNVENTED CRAWL SPACES WHERE PROVIDED INSTEAD OF FLOOR INSULATION VERTICALLY t 10'-0' HORIZONTkLY AS DESCRIBED IN NYS RE51DENTIAL CODE SECTIONS R602.B O 4. ET A-WN ANCHORS W- BE PROVIDED AT THE CORNERS AS PER FOUNDATION PLAN REINF. REINFORCED SHALL BE COVERED WITH CLASS I VAPOR INSULATION SHALL BE PERMANENTLY ATTACHED � AND R502.12. SLEEPING ROOMS 30 10 SWEET AIO AND SWEET I4T DRAWING 2. ANCHOR BOLTS ARE EMBEDDED IN THE R.F. RESILIENT FLOORING CRAWL SPACE WALLS RETARDER WITH OVERLAPPING JOINTS TAPED. TO THE CRAWLSPACE WALLS. FOUNDATION AND BRCJGHT UP THROUGH THE SILL PLATE. R.R. ROOF RAFTER 15. ALL ITEMS NOT SPECIFICALL'1' LISTED AS BEING RETAINED FOR RE-USE ARE TO BE REMOVED O STAIRS 40 IO S.D. SMOKE DETECTOR FROM THE PREMISES. 5. ROOF WALL AND FLOOR SHEATHING FASTENING SCHEDULES ARE PROVIDED ON SHEET DUCT SHAH'S, UTILITY PENETRATIONS, AND FLUE O GUARDRAILS AND HANDRAILS 200 10 W-1 TABLE 3.1. 5H. 45HWR PL. SHELFit POLE SHAFTS PENE-ITRATiONS SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED 16. ALL ITEMS LISTED AS aFQk, 7-1,`.141 ED FOR RE-USE ARE TO BE REMOVED IN SUCH A WAY AS GUARDRAILS IN-FILL COMPONENTS 50 10 SPACE SHALL BE SEALED. r 6. ROOF CLADDING k �>WALL CLADDING TO BE FASTENED AS PER MANUFACTURER'S =�• SQUARE FEET NOT TO DAMAGE OR OTHERWlSi' a�lDER'1'rIE ITEM UNUSABLE. ALL ITEMS ARE TO BE :iTORED AS f�"`� FIRE ESCAPES 40 10 SPECIFICATIONS. TtG TONGUE t GROVE BATTS IN NARROW CAVITIES SHALL BE CUT TO DIRECTED BY THE OWNER AND=1cOTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRUCTION. v T.C. TERRA COTA NARROW CAVITIES FIT OR NARROW CAVITIES SHALL BE O 7. RIDGE STRAPS ARE.TO BE PROVIDED WHEN COLLAR TIES ARE NOT PLACED WITHIN THE TEMP' TEMPERED GLASS PER17. THE CONTRACTOR SHALL RF'�IEW THE ENTIRE PROJECT AND SHALL BRING ANY DISCREPANCIES PERMANENTLY ATTACHED TO THE CRAWLSPACE UPPER 1/3 OF THE R60F FRAMING. STRAPS TO BE FASTENED AS PER TABLE 3.6 ON SHEET T.O. TRIM OPENING WALLS TO THE ATTENTION OF THE OW TR AND ARCHITECT PRIOR TO STARTING CONSTRUCTION. THE W-2. W-2 TYP. TYPICAL CONTRACTOR SHALL ASSUME R:SPONSIBILITY FOR FIELD CHANGES WHICH VARY FROM THE V.I.F. VERIFY IN FIELD GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN CONSTRUCTION DRAWINGS WHEN WRITTEN PERMISSION FROM THE ARCHITECT HAS NOT BEEN O B. ALL STRAPPING CAN BE INSTALLED OVER SWEATING ONLY IF THE FASTENERS IDENTIFIED W. WASHER GARAGE AND CONDITIONED SPACES. OBTAINED. IN THE NAILING SCHEDULES ON SHEET W-2 ARE INCREASED IN SIZE AND LENGTH BY THE WC. WATER CLOSET WIDTH OF TWE SWEATING SUBSTRATE BEING USED. WD. WOOD RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE 18. CONTRACTOR TO PROVIDE ADEQUATE BRACING AND SUPPORT TO INSURE THE STRUCTURAL O W.F. WATER FOUNTAIN RECESSED LIGHTING BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE AIR INTEGRITY OF THE EXISTING SIRUCTURE DURING CONSTRUCTION. W.H. WATER HEATER TO THE DRYWALL. TIGHT AND IC RATED. W.I. WALK-IN 19. 114E CONTRACTOR SHALL PROVIDE A CONSTRUCTION FENCE TO PROTECT THE AREA OF O W.W.F. WELDED WIRE FABRIC BATT INSULATION SHALL BE CUT NEATLY TO FIT EXCAVATION AND CONSTRUCTIOIN. O AROUND WIRING AND PLUMBING IN EXTERIOR 20 THE CONTRACTOR SMALL RKOVIDE ADEQUATE COVERINGS TO PREVENT WEATHER ENTRY INTO READILY C PLUMBING AND WIRING WALLS, C INSULATION THAT ON INSTALLATIONONFORMS TO AVAILABLE SPACE SHALL EXISTING AREAS OF TDUST WITH PLASTIC TARPS.HE CONSTRUCTION PROJECT AND CLOSE-OFF NON-CONSTRUCTION AREAS FROM O EXTEND BEHIND PIPING AND WIRING. O WALL LEGEND: S MY BOLS: THE AIR BARRIER INSTALLED AT EXTERIOR WALLS EXTERIOR WALLS ADJACENT TO SHOWERS AND 21. PRIOR TO START OF CONSPUCTION, THENT OWNER AND CONTRACTOR SHALL DECIDE ON AN 5HOWER/TUB ON ADJACENT TO SHOWERS AND TUBS SHALL TUBS SHALL BE INSULATED. ACCESS POINT TO THE 51TE AID WHERE ON THE SITE TO STORE MATERIALS. THE CONTRACTOR O EXTERIOR WALL SEPARATE THEM FROM THE SHOWERS AND TUBS. SMALL REPAIR ANY DAMAGE TC THE 517E DUE TO CONSTRUCTION. EXISTING WALL TO REMAIN S.DO SINGLE AND MULTI-STATION SMOKE ALARM TO BE INTERCONNECTED AND HARDWIRED THE AIR BARRIER 514ALL BE INSTALLED BEHIND 22- 114E PLUMBING CONTRACTOF IS TO LOCATE AND DISCONNECT ALL SUPPLY AND WASTE LINES O EXISTING WALL TO BE REMOVED CAN CARBON MONOXIDE DETECTORS 5NALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS AND HPHON ARD WIRED ELECTRICAL/PHONE BOX ELECTRICAL OR COMMUNICATION BOXES OR AFFECTED BY CONSTRUCTION It SUCH A WAY AS TO MAINTAIN SERVICE THROUGHOUT THE REST OF O ON EXTERIOR HALLS AIR-SEALED BOXES SHALL BE INSTALLED. THE HOUSE. ® NEW 2' X 4' WOOD FRAME WALL WINDOW DESIGNATION (SEE WINDOW SCHEDULE) HVAC REGISTER BOOTS THAT PENETRATE 23. THE ELECTRICAL CON'TRACVIZ 15 RESPONSIBLE FOR THE REMOVAL AND/OR RELOCATION OF ® NEW 2' X 6' WOOD FRAME WALL O DOOR DESIGNATION (SEE DOOR SCHEDULE) HVAC REG15TER BOOTS BUILDING THERMAL ENVELOPE SHALL BE SEALED ELECTRICAL WIRING AND FIXTUFES AS REQUIRED.70 THE SUBFLAOR OR DRYWALL. SEAL © LOAD BEARING WALLS SECTION MARK (DWG#/SHEET) 24. IF DURING THE DEMOLITIONPHASE OR COURSE OF CONSTRUCTION A SITUATION 15 NEW P.C. CONCRETE WALL 7 WHEN REQUIRED TO BE SEALED, CONCEALED FIRE ENCOUNTERED WHICH COULD NO BE DETERMINED PRIOR TO CONSTRUCTION START THEN THE ° ^� SPRINKLERS SHALL ONLY BE SEALED IN A CONTRACTOR SHALL NOTIFY TFf ARCHITECT FOR AN INSPECTION AND CHANGE IN CONSTRUCTION '` FIRE BRICK DETAIL SECTION MARK (DWG#/5H ) MANNER NNER THAT IS RECOMMENDED BY THE DETERMINATION. MANUFACTURER. CALKING OR OTHER ADHESIVE dor' STANDARD BRICK �v DETAIL DRAWING MARK (DWG#/SHEET) CONCEALED SPRINKLERS SEALANTS SMALL NOT BE USED TO FILL VOIDS 25. THESE DRAWINGS AND SPSIFICATIONS HAVE BEEN PREPARED BY OR UNDER THE DIRECTION OF BETWEEN FIRE SPRINKLER COVER PLATES AND THE UNDERSIGNED AND TO TWP BEST OF THE UNDERSIGNED'S KNOWLEDGE, INFORMATION AND DROPPED MASONRY WALLS OR CEILINGS. BELIEF MEET THE REQUIREMENS OF THE NEW YORK STATE ENERGY CONSERVATION CODE. 26. ALL FLITCH BEAMS TO BE 'HRU BOLTED WITH TWO ROWS OF 3/4' DIA. BOLTS @ 24' O.C. (HORIZ.) STAGGERED TOP AND3OTTOM, CENTERLINE OF BOLTS 2' IN FROM TOP AND BOTTOM OF �.• /. BEAM. '•..'°�~~..,. : ., ..; ..: 27. TRUSJOIST SILENT FLOOR'SYSTEM TO BE INSTALLED IN STRICT CONFORMANCE TO MANUFACTURER'S SPECIFICATIO5. ALL JOIST HANGERS SHALL BE COMPATABLE TO JOISTS. ' CONTRACTOR TO OBTAIN JOISTLAYOUT FROM 'TRU5J015T' PRIOR TO START OF CONSTRUCTION. 2B. IF ANOTHER ENGINEERED JOST MANUFACTURER IS USED. THE COMPANY MUST INSURE THAT Copyright 2020.STROMSKI architecture,p.c.All rights THEIR PRODUCT MEETS OR EXCEDS THE DE51GN CRITERIA'5 USED BY TRUSJOIST. CONTRACTOR reserved.The Architect reserves the right to reproduce this TO OBTAIN JOIST LAYOUT FROII THE MANUFACTURER PRIOR TO START OF CONSTRUCTION. design in its entirety or any portion thereof.Unauthorized alteration of these doc unents is a violation of the New York 29. ALL ITEMS ARE TO BE STOZED AS DIRECTED BY THE OWNER AND PROTECTED FROM DAMAGE State Education Law.These drawings and specifications are BY WEATHER AND/OR COX`STRLLTIONan instrument of service and are the properly of the Architect. These drawings and specifications are not to be used on any 30. ALL MATERIALS TO BE REMOVED FROM THE PREMISES ARE TO BE DISPOSED OF IN other project,except by written permission of the Architect. ACCORDANCE WITH THE REQUIREMENTS OF THE MUNICIPALITY IN WHICH THE PROJECT 15 LOCATED. PROJECT NO. 20-AR008 31. IF DURING THE COURSE OF CONSTRUCTION A SITUATION 15 ENCOUNTERED WHICH COULD NOT BE DETERMINED PRIOR TO CONSTF:JCTION START THEN THE CONTRACTOR SHALL NOTIFY THE SCALE 111=20'-0^ DATE 9/8/2020 ARCHITECT FOR AN INSPECTION AND CHANGE IN CONSTRUCTION DETERMINATION. DRAWN BY TLD CHECKED BY RS 32. CONTRACTOR OR OWNER IF ACTING AS CONTRACTOR SHALL CALL FOR A MARK OUT OF ALL UTILITIES PRIOR TO ANY EXCAVATION. TITLE THE (UTILITY CALL CENTER -CALL BEFORE YOU DIG) NUMBER IS 1-800-272-4480. ADVANCE NOTICE OF 2 TO 10 DAYS MAY BE NECESSARY. Project Information SHEET Ap❑ �n COVER 6. . �j4_SK1 architecture, p.c. I I I EXISTING POOL AREA i P.O.BOX 1254 JAMESPORT,NY 11947 1 Lane Cutchogue NY 11935PHONE(63I)779-2832 FAX(63I)779-2833 840 Brid e I . LINE OF I' I I I BLUESTONE DRILL t GROUT #5 REBAR @ EXISTING BLOCK EXISTING BLOCK OVERHANG 12" VERTICALLY ON CENTER WALL WALL I I / / --------- ---------- ----------------------------------------- --------------------------------------------------------- I I DIMENSIONS PULLED EXISTING BLOCK OFF EXISTING BLOCK PROVIDE CLEAN FILL i LE LANE � I i I WALL FACE INCH COMPACTED TO TOP i � '^-a � " � II•'': I PROPOSED CONCRETE OF BLOCK. c BLOCK WALL K' DRILL t GROUT #5 REBAR @ + REBAR EVERYY 32" O/C ICAL 12 VERTICALLY ON CENTER C P cs� I V �rC7 I— — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0 7 .s — — — — — — — — — — — — v � 777 0 v . ' CONC. CURB-f- d LINE OF LINE ST ,,..-•-�_........____�__...._..__.,-___._.._.._. --- -------.- • --:=.------r..___._____ _ __._ PROPOSEDr BLUESTONE L� C.l�.T.V. MASONRY CAP 60'-10 FINISH OVERHANG Proposed Deck For: N 55" 44'30" E •,' . �' ° 82.00' `"BOX t z M � Castold51< i FEt1C OS PAVCMFNT C3+ c� 4 -EDGE � z 0 1 x _ -.._ A? » Residence 100' Z �_ � 1 �� � 2 PIER PLAN Sate: 1/4' � 1'-0" RESERVED FOR POSSIBLE � . 0 A-1 FUTURE 1�I.tCHWAY DEDICAT101V I I G v. LEACHING o I POOL � � EXISTING POOL AREA 840 Bridle Lane E ( CONCRETE PAVERS Cutchouge NY 11935 � _ tl I S.C.T.M.# 1000-102-08-16 x� b ALIGN EXISTING TO NEW LINE OF EXISTING LINE OF EXISTING PAVER PATIO, EXISTING FENCE POSTS AND REVISIONS i > 'r RAILINGS BLOCK WALL BELOW TO BE FLUSH WITH PROPOSED RAILINGS TO BE REMOVED, r SEPTIC P r � ¢ � BLUESTONE TOP PATGN HOLES AS REQUIRED TANK , rt I 1 m 0 m 0 m e e 0 — 0 — — — — _ — OI 2/I0/2I Changed to Masonry Patio -_•. v7 - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . SLATi^r. �` � �: l�I I O ROOF 0 ER / a p f.� EXISTING METAL O ` WOQD STEPS RAILING TO REMAIN taNI I S 3 42.3' a {�, 1 �, E a ZPCONCRETESLAB ROVIDE 4' POURED TRII CH ; t !- PROPOSED ELEVATED PATIO O r 1 E,.0' 1) AIN b c* \6 ' `° c�i 4' SLAB W/ PAVER TOP WITH W.W.M. BELOW I LINE OF EXISTING O 2 STORY FRAME HOUSE +� �,�� + � � FINISH BLUESTONE t= � ��Q � � I BLUESTONE CAP (GARAGE UNDER) �� 1 (" TOP I O BAY f{�C)ar ccs WINDOW 411hNCY 1.1� � � 0 52•� - "` 5 [?ECK `' 42.J' Ck �--r _— I, ._II . ---t I ALIGN EXISTING TO NEW O I RAILINGSLINE OF O p ;%y PROPOSED 6 I/2' 7'-6' 7'-6' 7'-6' 7'-6' 7'-6' 7'-6' 7'-6' 71-6' 4 1/4' " r `` EXISTING DECK 231 311 ,y II PATIO NEW T HIGH RAILING STYLE O AND TYPE ASIPER OWNER• fi PERIMETER FINISH PATIO O p(5T. ,, ' ' �•' • 4 PATIO I � W O YC 1 ;� 3 DECK PLAN Scale: 1/4" 1'-0' 0.6' O i �� Ttt sT C 1 A-I O pRQP05ED . . :.. . 0�S.F. 2 0 2"x2' METAL RAILING POST 231 II I TO MATCH EXISTING SEAL WELL-`_' -. 1 - D fi rC/ 1 r f i J r i .A i�y ..� FOUNDATION coNs uc Ior� � 1 „ F TR T j � ^ �TE _6 I iMASONRY' FIN1514 B� STONE 1' VERTICAL DOWEL PINS DRILLED AND 5MED INTO EXISTING EXISTING PAVER POOL � RETAINING WALLS TO TIE IN NEW BLOCK, HALLS DECK _ S r 8 CONCRETE BLOCK WALLS r LL— 8' X 16' POURED CONCRETE WALL FOOTNG (WITH KEY WAY JOINT) 4' POURED CONCRETE SLAB c4 �2 D tt r r - — WITH W.W.M. T t �, 1 QHS c�r*� PROVIDE (2)#5 REBAR CONTINUOUS IN ALl 8 xlb FOOTINGS 11 CAP "�r_-) { 32' 0/C VERTICAL REBAR FROM WALL FOCfING UP TO NEW SLAB .,a ,a < 0 a 0 11 ° 4' SLAB 4' POURED CONCRETE SLAB ° ' ` VERTICAL REBAR EVERY 32" 6 RCA GRAVEL COMPACTED BASE BELOW SLAB E POO " — N0 " 6' RCA O.C. BENT AT A X10' ANGLE C�Uifl ,,> 0� �y• �,-•• PROVIDE GLEAN FILL COMPACTED EVERY F BELOW RCA GRAVEL TO TIE INTO POURED SLAB DAMPROOF FOUNDATION BELOW GRADE �`` ' I—I _ —I _ I—I _ I—I ,�.x --ti1 BLUESTONE CAP FINISH copyright 2020.STROMSKI architecture,p.c.All rights v \ Y T•x (t� I—III—I I I—I I I—III—III—I I I— I I—III—I I I—III reserved.The Architect reserves the right to reproduce this e ' s'S, � �I, t� * c°'4 _ _ _ _ _ _ _ _ _ _ 6' COMPACTED RCA BASE design in its entirety or any portion thereof.Unauthorized a 1p EI Ed I I—I I I—i I I—I I I—I I I—I I— I I—I I I—I alteration of these documents is a violation of the New York Foos '' I—III—I I MI I LEI I I—I I I—I I EI I I—III—III III—III State Education Law.These are the P P rty of the Arc are v V' an instrument of service and are the roe of the Architect. RAI LING REQUIREMENTS III-III—III—III—III-III-III—III- I —III—I I (— N 8' MASONRY BLOCK WALL These drawings and specifications are not to be used on any —III—ILII I I—I I I—III—I I I—III—I I —I I I—III—I I I other project,except by written permission of the Architect. �s -GUARD RAILS ARE REQUIRED ON ANY VECK/PORCH PROVIDE CLEAN FILL NCS WHEN THE DISTANCE FROM FINISH DECK LEVEL TO III—III—III—III—III—III—III—III-1 I III—III— COMPACTED AT 6' PROJECT NO. 20-AROO8 i, GRADE BELOW EXCEEDS 30 IN HEIGHT. MrrflING LESS _ _ _ _ _ _ _ INCREMENTS TO TOP OF THAN 30" DOES NOT REQUIRE A GUARD MIL BY CODE. I—I I I—I I III—III—I I I—I I— I I—III—III—III B1AG( SCALE 1 20'-0" DATE 9/8/2020 ' III—III—III=III—III=III—III=III=III—III=1 I I— t 64 -GUARD RAILS ARE TO BE 36' IN HEIGln MINIMUM, AND — — — DRAWN BY TLD CHECKED BY RS 0') *' BAAUUSLLIIS ACING MUST NOT ALLa4 A 4' SPHERE TOPA5TITLE -STAIR HAND RAILS ARE REQUIRED 011 ATLEAST ONE \¢ r tt SIDE OF ANY STAIR WITH FOUR OR MORE RISERS. T3A0 CONFIRM RAILING OPTIONS WITH OWNEZ. Building Plans VERTICAL REBAR SET INTO FOOTING 8'x16" POURED CONCRETE 51TE PLAN Scale: I' 20'-0' FOOTING A-I a 1-11'ZorosEl:) D] C& F01'Z_ Cast ol di R sl d I e SHEET d Q a DECK SECTION Sale: 1/4' 1'-0' A — 1 A-I PI:Z01 I 0S1__q 3 31__� C 01.Z 6. 0 _ � :'� I U •. 'L°s' Wh H AL.L C{JJ:Z3 O'= `f J' �._ �`' di R si de C ,=, t�I't�4 Y(-R`C STATE & TOWN CODE; architecture, p.c. a S) tO I. kmwp 6- \\mool WP L r`' _ Ac-' i-iLOUIREG ONS - 7l; tt,; SOUTHOLD TOWN ZBA P.O.BOX I254 JAMESPORT,NY 11947 • _. Brldle Lane Cutchogue NY 11935 840 ,, d - , ; PHONE(63I)779-2832 FAX(63I)779-2833 ' �' I SOUTHOLD TOWI'P ,,SINGBOA-1, ,^� SOI�THOLD .,v ,TRUSTEES I. I ,.s 4. P-I_. CONS I t1Uf i ICiN U,--E-Ir THE RE= DECK PIERS 00, SIZE POSTS -- --- P-1 12' DIA. MIN. 4"X4' PRESSURE TREATED I © ® P-2 8' DIA. MIN. 4"X4' PRESSURE TREATED ., i NOTES: ALL CONCRETE PIERS TO BE 36" BELOW GRADE MINIMUM. • '- - -•• r--- - -' J � i 27 EXPANSION BOLTS architecture, p.c. i P.O.BOX I254 JAMESPORT,NY 11947 EXISTING POOL AREA PHONE 63I 779-2832 FAX 63I 779-2833 840 Bridle Lane, Cutchogue l�TY 1193 E)X 8' ACQ LEDGER BOARD FASTENED WITH OM DIAMETER C ) C )� E?PANSION BOLTS STAGGERED TOP AND BOTTOM EVERY 32" AND � i TOP AND BOTTOM ON ENDS. PRE DRILL BOLT LOCATIONS FORA i LINE OF 1 MNIMUM 2 39 BOLT EMBEDMENT. PROVIDE EPDXY ANCHORING BLUESTONE ADHESIVE (SIMPSON SET-XP OR APPROVED EQUAL) WHEN EXISTING BLOCK PROVIDE 2'x6' JOIST HANGER AT ALL {{ OVERHANG INSERTING EXPANSION BOLTS. WALL LEDGER TO JOIST CONNECTIONS. b i 2' X 8' ACQ LEDGER BOARD -71 DIMENSIONS PULLED a EXISTING BLOCK OFF EX15TING BLOCK S? ►- PROVIDE SIMP50N H2.5 DECK FRAMING PROVIDE SIMP50N WALLE `9 WALL CLIP OF ALL GIRDER TO DESIGNED AT:fill ABU44Z POST BASE ' c? R I D L L A,N ��/ 1 "' s `� JOIST CONNECTIONS 12 P5F DEAD LOAD ANCHOR OR SIMILAR -..3 C-- `9 � 40 PSF LIVE LOAD v„ 2 X 8 ACQ x m �C, �. a Q v h b o 1 -- -- -- L �� DROP GIRDER-- - -- a -- -- - -nom -- - b d \- P-2 � P-I P-1P-1 -- -- -- \"' P-1 - -- -- P-1 - dop b '9 P-2Z a e. CONC. CURB a vn LINE LINE OF P PROPOSED DECK BLUESTONE hh� e ri t� } C.A.T.V. ABOVE 11q'-10' q'-10' q'-10' q'-10' ' 0" I OVERHANG Proposed Deck For: 1N 55° 44'30" G .t, ° '`� 82 .00 BOX q-10 II ^t\ b c�Q o 1 Castoldi p1GKET FENCE r o EDGE OF PAVGMFNT i c 1 I n U � ? o > A? f,1 2 Z ac ` =-- 1--' Q�, Residence r I {„FI 1 2 PIER PLAN Scale: I/4" = I'-0" p RESERVED FOR POSSIBLE - � � . 0 A-I ' FUTURE HIGHWAY DEDICATION V LC M ULEACHING 1 POOL � ° EXISTING POOL AREA 840 Bridle Lane Y' CONCRETE PAVERS I Cutchouge NY I I935 co S.C.T.M.# 1000-102-08-16 Ln EXISTING METAL LINE OF EXISTING LINE OF EXISTING PAVER PATIO, EXISTING FENCE POSTS AND I REVISIONS RAILING TO REMAIN BLOCK WALL BELOW TO BE FLUSH WITH PROPOSED RAILINGS TO BE REMOVED, L7j�3 SEPTIC + + I SYNTHETIC DECKING PATCH HOLES AS REQUIRED _r t - TANK � i v c� . Q d # � � - - - - - m - - - - m - - - -� - - - - - - - � - - - - - - � - 0 m 0 � - - - - - - I O SLATE � - - - - - - - - - - - - - - - - - -1 p � a ROOI' OVER �Z;. ..Y � -- -- --- -- - - -- ---- --- -- ------- -- - - -- ---- w C7 -<.. -- - -- --- - - --- --- - ---- - - -- —� 1> C) WOOD STEPS r -- - --- -- - -- -- - - — -- - EXISTING METAL - - -- - - - - - - - --- -- - --- - --- - RAILING TO REMAIN 0 A1R GOND. b. �r I tt- # u - --- - -- - - - .-.- -- --- UNITS xs 42.3' a d, �, �--, t _ a - - - - - - - -.. _.. PROPOSED DECK - - - - - - - - - - _: - - - - - ---- --- f- TRENCH a _`� - -- - - - - - - 5/4 6 - - - - - --- - --- -- -- O DRAIN d c0 s --- -- - -- y ° - - - - - -- -- -- - - --- - 'x " SYNTHETIC DECKING - --- - ---- - - - --- LINE OF EXISTING 16.0' :3a -- --- - -- "' - - -- - BLUESTONE CAP STORY FRAME HC}�1SE N �,�;-� k � --- - - -- - - � - - - - - - -- - -- --— -- ---- ---- -- - --------- — - ------- - � I O t . ),•>O C�. � � I - -- - —- - - -- --- — - - - --- -- --- - - - -- UNDER) '0 C)v�{�, � , I - - -- -- �� {GARAGE - -- - - -- --- ------- ---- - - - - - - - - f.FL. 61.6 -- el r 16.0' BAY t k L )>> - - - O '' / ` ' cry WINDOW car _ WOOD ('I-IMNEY C� S2 2-- DECK 4?_.3' <r - - F -^ # `� 1 LINE OF PROPOSED O ' DECK PERIMETER O c + g J 5� NEW 36 HIGH DECK RAILING, EX I Sl~'ING DECK r .- ry , ��"I 231 311 4 i/4 7-6 T-6 7-6 7-6 7-6 7-6 7'-6 7-6 74 I/4 STYLE AND TYPE AS PER O _ 60'-q" OWNER. FINISH DECK 'E(ST. : O t,,, m PA 10 3 . A? O 4' 0 10 :, . DECKL PLAN Scale: 1/4' 1'-0" V-6' O ,'4'.•� „�;::' . X00 S.F. T Z I i O 4'x4" ACO POST 231- SEAL 2 WELL .3' RAILING MATERIAL AND — �-- # s r� DECK CONSTRUCTION z? STYLE AS PER OWNER 1ko 64 th �R aRc I p ---� - V4' x 6" SYNTHETIC DECKING ���5 0 ST T w s � ` -6 - SOLID PICTURE FRAME WITH GROOVED LARD INFILL I 5/4 xb ACQ DECKING �' HIDDEN FASTENER INSTALLATION EXISTING PAVER POOL � � � SCREW AND PLUG ALL PERIMETER BOARDS DECK '* ' - 2'x6' PRESSURE TREATED DECK JOISTS @ 12' 0/C (2) 2'x8' PRESSURE TREATED DROP GIPDE'R I' r 1 c,� M - PROVIDE SIMPSON 142.5 HURRICANE CLIPS ON ALL JOIST TO GIRDER Q- R �� `�' ! P 1 2'x6' ACQ BOX BEAM 9 0,29168 O CONNECTIONS._ OF N 1 � �, - PPROVIDE ROVIDE SIMPSON 'BG4 PZOST CAP ON POST ANCHOR ON ALL POSTS � � � 5 I/2' T �'oc� 1 ., �, , - RAILING SYSTEM AND TYPE AS PER OWNER, PROVIDE ANY NECESSARY > FRAMING AS REQUIRED. M 7 1/2' `o. �G 2 xb ACQ LEDGER H2.5 HURRICANE TIE—/ (', „n # Copyright 2020.STROMSKI architecture,p.c.All rights r j f 1 BOARD reserved.The Architect reserves the right to reproduce this V -I- Q ��,,� 2 (2)2'X8' ACO GIRDER ° design in its entirety or any portion thereof.Unauthorized �� alteration of these documents is a violation of the New York u / CAS 'J' r� 2'x6" ACQ DECK JOIST t�t�,�" ]• i 51MPSON 'BC4' POST CAP @ I6' 0/C State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. � RAILING REQUIREMENTS: These drawings and specifications are not to be used on any -- ' 4 �J • 1 - 4'x4" ACQ POST LL other project,except by written permission of the Architect. \ GUARD RAILS ARE REQUIRED ON ANY DECK/PORCH GE- WHEN THE DISTANCE FROM FINISH DECK LEVEL TO SIMPSON 'ABU44Z' POST BAS > PROJECT NO. 20-AR008 GRADE BELOW EXCEEDS 30 IN WEIGHT. AVYTHING LESS o J ��,r3 \N THAN 30' DOES NOT REQUIRE A GUARD FAIL BY CODE. o SCALE 1 20'-0" DATE 9/8/2020 � `� G 1 6A -GUARD RAILS ARE TO BE 36' IN HEIGHT MINIMUM, AND DRAWN BY TLD CHECKED BY RS 7 � "x r PASS ISSACING MUST NOT ALLOW A 4" SP14ERE TO T J TITLE ' • {p \14 G r� 1 SIDE-STAIRHAND ANY SETA R WITH ILS ARE REQUIRED OR MORETLEAST RISERS. TE �, `� CONFIRM RAILING OPTIONS WITH OWNER. 12' DIA. POUR D CON GRADE Site i A L MIN. AS PER CODE o �7 to BuildingPlans R SITE PW Scale: 1' = 20'-0' 01 OSED DEC & FOR st (ald j- Resi d", ClIce A-I 12' DIA. SHEET 4 DECK SECTION Sale: 1/4' = P-O' A — 1 A-I