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HomeMy WebLinkAbout51398-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 51398 Date: 11/20/2024 Permission is hereby granted to: Michael Koke 200 Deer Run Southold, NY 11971 To: Construct additions and alterationsto an existing single-family dwelling as applied forto include front porch, rear deck, sunroom and outdoor shower. Premises Located at: 755 Brigantine Dr, Southold, NY 11971 SCTM#79.-4-49 Pursuant to application dated 10/15/2024 and approved by the Building Inspector. To expire on 11/20/2026. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $581.50 CO Single Family Dwelling-Addition /Alteration $100.00 Total $681.50 Building Inspector d TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 a Telephone (631)765-1802 Fax(631) 765-9502 )tltt)s://www.soutlioldtownny.Sov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ? .. PERMIT NO. Building Inspector., � d Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. d� Date: OWNER(S)OF PROPERTY: Name:uyNDA & ppii.Pq 4�71-g SCTM#s000- 71- by- 45 Project Address: NS mwi7t * wkV SoVUL - Y 110171 Phone#: 516 - c17► - 3937 Email: J�AOW RLF Q Cc-,-wlCA%-.NIf:T Mailing Address: 'S-S Fp4eLNnof- pRIiE SoVTNtx-D NY I)-171 CONTACT PERSON: Name: AIR11'IvR- AST— RA Mailing Address: (�Q COOL S r4DkJH %r 1(7 S7 Phone#: 6-41 -69S—3503 Email: �1-Z Nsw, DESIGN PROFESSIONAL INFORMATION: Name: -y' F-- S'1— I? Mailing Address: 11V SC41061— S'fKgi LINT NHURST- t►Y 1175-7 Phone#: G N -65 j — 3903 Email:ARMurt- 02 DZPcr—TIJSNAP.CAM CONTRACTOR INFORMATION: Name:. C. .J`JTR tL 1 COPTTZ"Nc) Cd(Z Mailing Address: 36 '5V(- 0 J IWA-D VJ eS7-JJAt tpf(1,J OY )(q 77 Phone#: �31' 7�7 _ L(78rot Email: WJF0 CE►AVAL2 CC&VyIn^li-•C�7� DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®;Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other 00 c')Oc> Will the lot be re-graded? ❑Yes 9No Will excess fill be removed from premises? ❑Yes ONO 1 PROPERTY INFORMATION Existing use of property: RE:!5gD&,jrjAj- (F Intended use of property: SI Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Wes ❑No IF YES, PROVIDE A COPY. Check Box,After Reading' The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPIJCATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal law. Application Submitted By( rint name): t;,*AST— L7Authorized Agent ❑Owner Signature of Applic Date: STATE OF NEW YORK) SS: COUNTY OF mo E- being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)heisthe (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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 2,3 day of SAP 6 z 2pL-Y E AN ZlEwm� Notary Public NOTARY PUBLIC,STATE OF NEW YORK Registration No. 01ZI0011993 County HORI I K Qualified In Suffolk Coun ( ��,I "� � � II' m Commission Expires 8/15/2027 (Where the applicant is not the owner) I, -44.h fb residing at —755 17.-JIL %V 'SoVnftxbI°f71 do hereby authorize A[z UP- MSr, PA to apply on my behalf to the Town of outhold Building Department for approval as described herein. Own is Signatu a Date ('2— Print Owner's Name 2 ..\'� \o �\ \\\\ \\ �\\ mac'.: \ � � \\:.::�<• ��. � �o\::�� - - \NE \ ��\ As-�sc*-,-s - YY Z014ING INV SGTM#: o 0 0lct.00 04.00 o4a.0004 DISTRIGT: R-40 (RESIDENGE) 00o� �RLIsSOR x.r �N e , o ITEM REQUIRED PROVIDED S�'� •' J ? MIN. LOT AREA 40,000 5F 21/bcf 2.&a SF* (0.4a8 AG) s41 SNw p W `fI MIN. LOT WIDTH 150 FT. 107.7 FT. = Sy09F�9 :4;1 20% OF 21,6cf20b 5F DRAFT 'N' SNAP MAX. LOT GOVERAGE 6.30% =5,7Iq 5F OR 4,338.5 5F o ARCHITECTURAL SERVICES o c o MAX. BUILDING HT. 35 FT 17 FT. Q p 215 ROANOKE AVENUE � ANCp0R RIVERHEAD NY 11901 ` MIN. FRONT YARD tN. o rn `?s `� 5 F 0 T. 64.5 FT. c o� ,_ (BRIG,4NTINE DRIVE) � o (631) 655-3903 Ak ,�----'�- MIN. SIDE YARD 15 FT. 11.7 FT.* SEAL: ---- � LAKE DR. ` � -L---- ---'-- TOTAL SIDE YARDS 35 FT. 38.4 FT. �q0' ',,- SUBJECT PARCEL MIN. REAR YARD 50 FT. 83.6/52.5 FT. N Q�SO AR *NOTE: EX15TINO DWELLING 15 A PRE-EXI5TING, NON-GONFORMING USE. �5 Ric"A&o T� �10 ® �� JCT I N FO IA TI L ', !O i o .�y 0459\° y4Q IG ' \ --- -- - OWNER: 43.4' I RAPLH FOLZ /f F F NEB 1 - _ 41 LYNDA FOLZ I KEG Awl" �l ADDRESS: SCALE. 1 = 400 755 BRIGANTINE DR DATE: 0 0 POOL0 CAI IA A SOUTHOLD, NY 1 Icf71 10/11/2024 0-0' � SCALE: NTS CONTACT NUMBER: ISSUED FOR PERMITS: 1 . DIMENSIONS ON THIS D I AG RAM ARE APPROXIMATE. (516) a71-3cf 37 INDEX OF DRAWINGS FINAL LOCATION IS TO BE VIF BY POOL BUILDING IWORMATION CONTRACTOR PRIOR TO CONSTRUCTION. SP-1 SITE PLAN � COVER PAGE EXISTING BUILDING FLOOR AREA: 1,3Q8 SF 0 S 54 0 � PROPOSED BUILDING ADDITION: 316 SF A-C CODE INFORMATION AND NOTES 0* , /0,, TOTAL PROPOSED BUILDING AREA: 1,714 SF � BUILDING GONSTRUCT I ON TYPE: V A-1 PROPOSED FLOOR PLANS BUILDING OCCUPANCY: R-I I 1 � GL I MAST I G � GEOGR�4PH I G�4L DESIGN D�TA� A-2.1 PROPOSED PORCH EXTENSION PLANS AND SECTIONS N� �j NEW 4' DIA.x 4' DEEP GFo'4R�F r3s A-2.2 PROPOSED SUNROOM/DECK PLANS AND DETAILS 1' DRY WELL, TIED IN RAF NFS WIND DESIGN FACTOR: 130 MPH TO NEW ROOF W Srti � GROUND SNOW LOAD: 30 PSF A-2.3 PROPOSED SUNROOM SECTIONS SE I SM I G DESIGN FACTOR: B ,C> \ A-3.1 PROPOSED SUN ROOM ELEVATIONS BUBJEGT TO DAMAGE WEATHERING: SEVERE \ \ N TERMITE DAMAGE: MODERATE TO HEAVY � \ FROST LINE DEPTH: 36" BELOW GRADE PROPOSED 20& 5F (s COVERED PORCH (108 51= EXISTING) ��R \�� ., � I� � S EXISTING NEH DEGK'XI6' \ �g�-1c� I-STORY /4 � ry RE51DENCE o \ o��, / 0 �� ry o > ' ? , 9l87 1 . ALL GONTRAGTOR/TRADES AND THEIR SUB CONTRACTORS SHALL BE REGU I RED TO 4 ry' / S COORDINATE AND SCHEDULE THEIR WORK AS REGU I RED TO FAG I L I TATE SEGUENG I NG,� � o k .6' '� �O WEN MIESTONEEck EQUIP.PAD COORDINATION, ETC. IT SHALL BE THE RESPONSIBILITY OE EACH CONTRACTOR TO NOTIFY ,n OTHER CONTRACTORS OF CONDITIONS THAT W 1 LL AFFECT THEIR WORK THAT WILL REGU I RE COORDINATION AND/OR VERIFICATION. NO GHANG E ORDERS WILL BE CONSIDERED FOR rYm EXISTING 3 �s. , i !�' COD / 2-GAR �80, ; p COSTS INCURRED DUE TO LACK OF PROPER COORDINATION. Z c 2Z GARAGE S .0, ' 2. THE CONTRACTOR SHALL REVIEW THE ENTIRE SET OF DRAWING 5 TO COORDINATE THE c rym. GHIMNEY I0 ° WORK OF ALL TRADES AND TO VERIFY INFORMATION THAT HILL AFFECT THEIR WORK. IN a I* a 6400�, \ �4s" U' GENERAL, LOCATIONS INDICATED ON SITE PLANS TAKES PRECEDENCE OVER OTHER W r cm cc 14-V \ NEW 3EN D DOCUMENTS. ARCHITECT SHALL PROVIDE INTERPRETATION OF LOCATIONS, ETC. WHEN �u ,� o o� O o SCREENED 'moo' ~ � ~ O `fir \ suN ROOM REQUESTED. Z cc uj r '4 m \ \ / 5. ALL ITEMS SPECIFIED INDICATE THE MINIMUM STANDARD FOR COMPONENTS TO BE Lu y c w NEw 4o'x2o' INCORPORATED INTO THE PROJECT. ANY "OR EQUAL" MUST BE APPROVED BY THE y z „ CD W ry" GUNITE POOL % ARCHITECT AND OWNER. ALL ITEMS GALLED FOR OR SPECIFIED SHALL BE INSTALLED IN Lu o cc � � (BY SEPERATE PERMIT) y , cc p F. COMPLIANCE H I TH THE MANUFACTURERS WRITTEN SPEG I F I GAT I ONS AND I NSTALLA�T I ON � o m = � a �\ � ' Q I NSTRUGTI ONS WH I GH ARE I NGORPORATED INTO THESE DRAW I NC S I N THEIR ENTIRETY BY U. Q o THIS REFERENCE. INSTALLATIONS SHALL INCLUDE ANY AND ALL HARDWARE, SUPPORTS, c U7 oCD \ \ Xr FITTINGS, COMPONENTS, CLEARANCES, ETC. WH I GH ARE REGU I RED FOR A COMPLETE AND y `" • . a \ \� PROPER INSTALLATION AND MAINTENANCE WITHOUT EXCEPTION. Q cl. 4. CONTRACTORS SHALL MAINTAIN ONE SET OF MARKED UP DRAWINGS TO INDICATE I GATE ANY AND � o ALL DEVIATIONS FOR AS BUILT CONDITIONS AND SHALL TURN OVER SAME TO THE a y y ARCHITECT UPON COMPLETION OF THE PROJECT. oSrRo 4 �,"ci 5. CONTRACTORS SHALL COORDINATE ANY AND ALL INSPECTIONS DURING CONSTRUCTION FOR w S�e0 t/ It 4 THEIR WORK AS REGU I RED FOR THE 15SUANGE OF THE CERTIFICATE OF OCCUPANCY UPON o S'�' 0 COMPLETION OF WORK. a ,J N 6. CONTRACTORS SHALL PROVIDE ALL REGU I RED INSURANCES AND WORKER COMPENSATION. 10 -7. ALL NEW CONSTRUCTION SHALL COMPLY WITH THE 2020 NYS BUILDING GODS, THE 2020NYS MECHANICAL CODE PROJECT#: 2024-13 ITS LAB RECcULAT ONS AND Al„ISND THE 2020 NYS FIRE GODS AS WELL A5 ALL TOWN vnorubED L DRAWN BY: TNR SCALE: 1" = 10' DRAWING#: 1 . THIS SITE PLAN WAS PREPARED USING AS A BASE THE SURVEY DATED 0-7-26-2024 BY MICHAEL K. WICKS L.S. 2. THERE ARE NO PRIVATE WELLS WITHIN 150 FT. OF THE SUBJECT PARCEL. SHEET 1 OF 7 TABLE 5.1 �RNIIIIIIffflIN� N07E5 : O I ERAL �O I �5T U�T I O I I SOT 5 : T F ( CAL OU I �DAT I O I �l I SOT 5 : � „.�"" ^: FASTENER SCHEDULE FOR STUCTURAL MEMBERS NUMBER AND TYPE OF JOINT DESCRIPTION FASTENER NAIL SPACING I. ALL FRAMING LUMBER SHALL BE GRADED STAMPED 1=TC.: -, l a ROOF FRAMIN6 DOUCLAS FIR-LARGH STRUGTURAL GRADE NO.2 OR EXT. WALL: 10" THIGK P.G. FND. WALL w/TYP. ANCHOR BOLTS, ON Rafter to To Plate Toe:-Walled 3-8d per rafter 2"x6" STUDS 16"o.G. SHEATHING: I/2" MIN. COX PLYWOOD, ` Gel Ina Joist to To Plate, Toe-Walled 3-8d er otst BETTER. CONTINUOUS 16"w. x 8"d. P.G. FOOTING; TO A MIN. DEPTH OF Geilin Joist to Parallel Rafter Face-Walled 4-I6d each la 2. ALL SHEATHIN�� TO BE APA RATED, EXPOSURE I. 5/8" EXTEND TO COVER FULL TOP, SOLE � SILL PLATES. THEN 36" BELOW GRADE - ON UNDISTURBED GLEAN GRANULAR �_ S�® COVER w/ 15 LB. FELT or TYVEK W.P. MEMBRANE (OR EQUAL). SOIL w/ MIN. I TON PER S.F. BRO. GAPAGITY. REBAR: 2-#5 � " 'Gelling Joist La s over Partitions (Face-nailed 4-I6d each la Collar Tie to Rafter Face-nailed 4-8d I per tie MIN. THICKNESS OR AS NOTED. VERIFY SIDING/REQMTS. $ ALL FINISH TRIM (AS APPROVED BARS EA. WAY 36" O.G. - CONTINUOUS AT TOP $ BOTTOM Blockin to Rafter Toe-palled 2-8d each end �� DRAFT 'N' SNAP Rim Board to Rafter End-nalled 2-I6d each end 3. ALL SUBFLOORINC TO BE APA RATED STUD-1-FLOOR. BY OWNER). OF WALL AND/OR IN FTC. w/ MIN. 3 GOVER. WALL FRAMING EXPOSURE 1. 5/4" MIN. THICKNESS. ALL EDCE5 OF C I �f I ARCHITECTURAL SERVICES To Plate to To Plate Face-nalled 2-I6d er foot ROOFING: 5I LL/T'1'P. I`tGT�TOR �OL T�: 215 ROANOKE AVENUE To Plate at Intersections (Toe-nailed) 4-I6d otnts - each side PLYWOOD TO BESET ON SOLID BLOGKIN6. CLUE AND 2-2"x 6" (Or 1-2x(o MIN.) PRESSURE-PRESERVATIVE-TREATED RIVERHEAD, NY 11901 Stud to Stud Face-nailed I6d 24" o.c. NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. ARCHITECTURAL GRADE (MIN. 30 YR. RATING) ROOF Header to Header Face-nalled 2-I6d I6" o.c. alongedges SHINGLES (AS SELECTED BY OWNER) OVER 15 LB. FELT � 1/2" (PPT) SILL PLATE, (PROV. TYP. SILL/WALL TIES, WHERE (631) 655-3903 Top or Bottom Plate to Stud End-nailed 2-I6d 12er 2x4 stud 4. ALL HEADERS 6-0" AND OVER SHALL BE SUPPORTED REQ'D.) OVER TERMITE SHIELD AND SILL SEALER w/ 5/5"dia. MIN. COX PLYWD. SHEATHING. USE 6 NAILS PER SHINGLE � 3-I6d per 2x6 stud W 1 TH DOUBLE UPR I CHTS, cf'-O" AND OVER WITH TRIPLE PROVIDE I GE SHIELD UNDERLAYMENT AT FIRST 24" MIN. ANCHOR BOLTS (-7"MIN. EMBEDMENT AND 3"SQUARE SEAL: 4-I6d per 2x5 stud WASHERS) C@ 36"o.G. $ 28"o.G. WITHIN 8 FT. OF CORNERS Bottom Plate to Floor Jotsi:, Band Dist, End Dist or Blockin Face-nailed 2- er foot UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF FROM ALL ROOF EDGES/BREAKS. ALL FASTENERS � FLASHING TO BE CORROSION RESISTANT. FOR METAL AND 12" MAX. FROM EAGH END OF SILL PIECE. FLOOR FRAMING 2-2X8 OR AS SHOWN ON DRAWINGS. ROOFING, SYSTEM SHALL BE SNAP-LOCK PANELS AND 16" COORDINATE PLACEMENT w/HOLD-DOWN BOLTS AS REQ'D. Joist to 5111, Top Plate o 61rder Toe-nalled 4-5d er Dist 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL WIDTHS. MATERIAL 15 TO BE ALUMINUM AND COLOR 15 TO BE TO CONNEGT TO SHEARWALL STUD BRACKETS. (SEE A / E3rldqlinq to Joist Toe-nalled 2-8d each end DETAILS). E31ockinq toBlocking to Joist t Toe Plate Toe-nalled 2-Sd eecich end ach block JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS FAGORY PAINTED BLACK. USE I/2�� MIN. GDX PLYWOOD . Irod NOTED © 8 -O O.G. PROVIDE 2" AIR SPACE FOR AIR SHEATHING a ICE SHIELD UNDERLAYMENT AT FIRST 24" MIN. I I �� 47 Ledger 5trl to Beam Face-nailed 3-I6d each olst5I LL/WALL TI E5: _- Joist on Ledger to Beam Toe-nalled 3-8d per Dist G I RGULATI ON IN ROOFS. FROM ALL ROOF EDGES/BREAKS. � Band Joist to Joist End-•nalled 3-I6d per Joist REQUIRED ONLY AT ROOF BEARING WALLS: PROVIDE _ 2-I6d er otst 1 Band Joist to 5111 or To Pate Toe-nalled 6. DOUBLE FRAMING AROUND OPEN I NGS(5ky I ight5,5ta ir5 � ROOD TIES:�S: 51 MPSON G520, (20 Gage), I I/4" STEEL STRAP TIES � 16"oG ROOF SHEATHING etc.) OR AS NOTED ON DRAWINGS. PROVIDE SIMPSON, G520 STRAPS, GUT TO LENGTH F/ MIN. (AT EA. STUD w/MIN. 8- 8d NAILS, EA. END) WRAPPED UNDER T,� 0450 ' Structural Panels lad 6" edge / 6" field 8- 8d NAILS EACH END OF STRAP, AT EACH RAFTER @ UP INSIDE FACE OF SILL, GUT TO LENGTH AS REQ'D. (SEE OF 0�3� Dia onal Board 5heathin 7. DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL I I"xb" or I"x8" 2-8d per support 16 o.G. USED TO TIE ROOF RAFTERS TO WALL STUDS, DETAIL) I"xlO" or wider 3-8d per support PARTITIONS OR AS NOTED ON DRAWINGS. BELOW. VERIFY PROPER ALIGNMENT OF STUDS CMLIN6 SHEATHIN6 8. ALL FLUSH WOOD GONNEGTIONS SHALL BE FASTENED RAFTERS FOR CONNEGTION OF TIES. HOLD—DOWN BOLT: 6 sum Wallboard Sd coolers T'edge/10"field WITH RATED GALVANIZED METAL GONNEGTORS BY SIMILAR TO TYP. ANCHOR BOLT, EXGEPT SPACED AS REQ'D. DATE: WALL SHEATHING "SIMPSON" OR APPROVED EQUAL. SIL/WALL TIES: TO ANCHOR SHEARWALL SEGMENTS. (SEE STND. DETAILS). 11/2024 ISSUED Structural Panels 8d 6 ed e / 12 field REQ'D. ONLY AT WALLS SUPPORTING ROOF STRUCTURE GONTRACTOR5 MUST COORDINATE PLACEMENT OF ALL BOLTS SSUED FOR PERMITS: Fiberboard Panels C1. PLYWOOD SHEATHING TO BE NAILED WITH &D © 4" O.G. /I6" bd 3" ed ee / 66" field USE 51 MP50N G520, 20 GAGE STEEL STRAPS (9 16"O.G., (BEFORE GONST. TO INSURE ALIGNMENT OF BOLTS STUD 25/52" 8d 3" ed / " field EXTERIOR EDGES AND 6D @ 12„ O.G. INTERMEDIATE. GUT TO LENGTH AS REQ'D. FOR -1-8d NAILS, EA. END. BRACKETS. OPTION: (INSTEAD OF H02A'5 $ BOLTS): USE OqI25um Wallboard Sd coolers 7 edcle / 10 field 10. ALL ROOF RAFTERS SHALL BE ATTAGHED TO THE WRAP FROM UNDER ANGHORED SILL � UP OUTSIDE FACE STRAP TIE HOLDOWN, SIMPSON STHDIO EMBEDED IN FND. WALL Hardboard ad 6" edge, / 12" field PLATE AND STUD WITH GALVANIZED HURRIGANE TYPE OF WALL, IN LINE w/ STUDS. (SEE DETAIL, DWG. 1) a EXTENDED UP OUTSIDE FAGS OF WALL AS REQ'D. [SEE Particleboard Panels 8d 6" ed e / 12" field �� FLOOR PLAN FOR SHEARWALL SEGMENTS]. Dia onal Board 5heathin ��H-7 GONNEGTORS BY SIMPSON OR APPROVED EQUAL. I"xb" or I11x8" 2-8d Iper support HEADER: I"xlO" or wider 3-8d er su ort 11. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS GONGRET: FLOOR SHEATHING JOIST" TJI SERIES HOOD-1-BEAMS AND LVL PRODUCTS MIN.. HEADERS: 3-2"x8" AT 2x6 WALLS, AND 2-2"x8" AT 2x4 ALL CONCRETE TO BE STONE AGGREGATE, WITH A MINIMUM Structural Panels WALLS/PARTITIONS, UNLESS NOTED OTHERWISE (U.N.O.). (28 DAY) STRENGTH OF 3000 PSI EXGEPT USE 3500 PSI OR EQUAL. ALL JOISTS GIRDERS AND HEADERS SHALL I" or less 8d b" edge, / 12" field SPANS OF 6'-O" AND OVER; SUPPORT w/ DBL. STUDS, q'-O° FOR ALL EXTERIOR USES; INCLUDING GARAGE SLAB, ETG.� rafeter than I" lod 6" ed e / 6" field HAVE BEARING STIFFENERS INSTALLED AS PER AND OVER; SUPPORT w/ TRIPLE STUDS. PROVIDE METAL Dta opal Board Sheathir per su or TIES (SIMPSON LSTA21, or EQUAL) FROM HDR. TO JACK SHEARWALL SEGMENTS: I"xb" or I"x8" - p pp MANUFACTURERS RECOMMENDATIONS. WEB STIFFENERS xl0 or wider 3-8d I per support SHALL BE REG'D AT ALL LOAD AND BEARING POINTS STUDS AT EXTERIOR WALLS SUPPORTING ROOF STRUCTURE. PROVIDE SHEARWALLS PER CODE; 2 AT ALL GORNERS OF ROOF SHINGLES I BUILDING, WITH A MAXIMUM OF 25 FEET BETWEEN SEGMENTS. Gaiv.stl.,min. 12 a. shank w/a min. 3/8 dia. head. fastener shall penetrate AT A MINIMUM. A S I NGLE I-3/4" LVL RIM JOIST SHALL G /� STANDARD SEGMENT: YZ" PLYWOOD, EXTERIOR � Y2" O.H.B. Asphalt roof shingles through the roofing materials and a min.11of 3/4" into roof sheathing shall iASG I A/ SOFFIT: g g g BE REQ D AT FLOOR PERIMETERS. HANDLING INTERIOR, 4' HIDE x HT. OF WALL (8' M i N.) NAILED TO WALL roofingmanufacturer and provide no less than 4 fasteners per stripshingle. I"x6" FASCIA W/ 2"x SUB-FASG I A (AS NEEDED), SOFFIT: STUDS © 16"oc, w/ DBL. STUDS AT EDGES. USE 8d NAILS Na►ling requirements are based on wall sheathing nailed 6" on center at the panel edge. If wall sheathing Is nailed STORAGE, AND ERECTION OF COMPONENTS SHALL BE MATERIAL (TBD) W/ CONTINUOUS 5GREENED VENT, VERIFY 6"oG AT EDGES $ 12"oG IN FIELD. ANCHOR EACH SEGMENT TO 3" on center at the panel edge to obtain higher shear capacltle%nailing requirements for structural members AS PER MANUFACTURERS RECOMMENDATIONS. FOUNDATION w/ SIMPSON HOLD-DOWN BRACKETS �/ " BOLTS shall be doubled, or alternate connectors, such as shear plates shall be used to maintain the load path. ALL DETAILS, TRIM, ETG. - OPT. VERSATEX TRIMBOARD (or 8 2 Men wall sheathing Is continuous over connected members,the tabulated number of Halls shall be permitted to be 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF e uo I) AND/OR T$C WOOD TRIM AS SELECTED. INCLUDE AS REQ'D. - INSTALL ALL HARDWARE AS PER MFR. SPEG5. � reduced to I-Ibd nail per foot. I/2" DIA. MAGHINE BOLTS @ 12" O.G. GUTTERS $ LEADERS, AS APPROVED BY OWNER. [SEE ALSO, TYP. HOLD-DOWN BOLT NOTE STANDARDDETAILS] 13. PROVIDE FIRESTOPPINC AT ALL LEVEL PENETRATIONS. SUB-FLOOR: 14. BRIDGING TO BE PROVIDED FOR ALL JO 15TS AND FLOOR BEAMS, SPAG I NG NOT TO EXCEED 8'. 3/4" 'THIGK, A.P.A. RATED PLYWOOD, ALL EDGES OVER SOLID BLOCKING, GLUE $ NAIL PLYWOOD TO FLOOR JOISTS/FRAM I NG. - (VERIFY SPECIFIC UNDERLAYMENT REQUIREMENTS FOR ALL FINISH FLOOR MATERIALS AS SELECTED BY OWNER). RIM BOARD: AT PORGH $ DECK NA I LER5; USE IY4" RIM BOARD. ALL INSTALLATION DETAILS MUST FOLLOW MFR. y o SPECIFICATIONS. USE 2-2x4 VERT. SQUASH BLOGK5 (PER Z O JST.) UNDER ALL BEARING PARTITIONS $ POSTS. o P a; W OC o O cm Uj p � O G iI.Y Z TM O DOUBLE TOP PLATE O_ yQ2C H Z CC 0 c Z °' a � o m = � o�c 0 Cc � CDo un —FULL HEISHT 51MP50N L5TA 30-183A. p O r Z HEADER STUD RIDGE 5TRAP5 AT EA. `W y W RAFTER. OR cmNOTCH RR F/ O HEADER TO STUD: SHEATHINS JACK STUD BY 51MP50N L5TA21 CONNECTOR 2"x4" GOLLAR TIES AT (..� W/ 16-I0D FASTENERS 16" O.G. �" DOWN d. y BETWEEN RIDGE AND CEILING JOISTS. v WINDOW SILL w PLATE + + + + 0 STUD To PLATE: + + + + a 51MP50N "HDU5" UPLIFT T'f'P. ROOF. TIES: CONNECTOR W/ A" DIA. 51MP50N "H7Z" 2'-0' TYPICAL AT GORNER5 OF PROJECT#: GONNECTOR5 ® 16" O.G. U.N.O. SHEARWAL UILDINO AND AT END5 OF 2024-13 BOTTOM PLATE S. DRAWN BY: TINR DRAWING#: 7`r0 CAL ROOF CONN. I A'I I NO A7 VNAI.L OPEN. 7N' I CAL 7A I L SCALE: I - I -O SCALE: I" = I'-O" SCALE: I" SHEET 2 OF 7 DRAFT'N' SNAP ARCHITECTURAL SERVICES 215 ROANOKE AVENUE UNEXGr4Y�TED RIVERHEAD, NY 11901 6ARASE (631) 655-3903 REFER TO A-2.2 SEAL: FOR DETAILS REFER TO A-2.1 REFER TO A-2.1 FOR DETAILS FOR DETAILS ARCy/T HARD F 70 \ - ❑� 0459 F NEB I i I I i i I I I NEW SUN DINING ROOM LIVING ROOM ROOM DATE: E I 10/11/2024 PRONT ISSUED FOR PERMITS: I I PORGH I - I BASEMENT I I ❑ I I I I I NEW DECX � � I i I I I ' I ❑ rr I GL I /� 1 /• 1 I - - BEDROOM GL FF BATH F-1 o ❑ REFER TO A-2.2 BEDROOM GL P BEDROOM FOR DETAILS • GL GQ 15ATH Z p p co W Q � O PROPOSED FOUNDATPLAN PROW o z SCALE: 3/16" = V-0" Lu I.- w= cm o CDSCALE: 3/16" = V-0" cz Lu T o z N N 0 y I- O a y 2 Z o UJ= � coti p J = p o p p pIn H O � 0ui W ~ co) �,. y o a o CD a W H C.0 W O w a PROJECT#: 2024-13 DRAWN BY: TNR DRAWING#: SHEET 3 OF 7 A/ (— 12 5TANDING SEAM - METAL ROOF 1/2" TYPE "X" PLYWOOD SHEATHING TOP OF PIERi IRK24 �G, (2) 2XI0 GIRDER +o-I I I VER5ATEX DRAFT'N' SNAP #4 BAR GROUTED 1/2" X 6" BEADB0ARD NEW 4" ALUM. GUTTER ARCHITECTURAL SERVICES INTO EXISTING PATIO I I I B.O. GIRDER (+-►'-/ ") 1" VER5ATEX 5/4 X 10" VER5ATEX 215 ROANOKE AVENUE TRIM BD. FA5GIA BD. B I" SOFFIT BD. RIVERHEAD, NY 11901 TOP OF HALL: J21 (631) 655-3903 VER5ATEX 5' TAPERED COLUMN ENCLOSURE SEAL: - I � 5'-O" 2 -O I' n I I 4X4 GGA POST 'n ED AF? II I T.O. BLOCK (+2'-6") I Y2" BLUESTONE GAP 0 STONE VENEER = _ -I ASHLAR PATTERN f 4" SOLID GMU ` 9F s y (5ELEGTION BY OWNER) / OF NE i FF:O—O LN 1 1/2" BLUE5TONE -- — � BLUESTONE '- ' 5IMP50N P05T/GONG. PA\/ERS PORCH: O 7 CONNECTOR DATE: 6" GONG. SLAB 10/11/2024 °a EXISTING I I - < . ° . GRADE:-1'-a" - ISSUED FOR PERMITS: PATIO Oj N EXISTING GONG. s ° /\//\//\// STRUCTURE ( `p N PATIO STRUCTURE a °d< i I \ \ \ \ (o" GRU5HED BLUESTONE ° a 2" GONG. / FOUNDATION WALL (3,500 P51) UNEXG��I/-�T GLEAN FILL .. . 4 w/(2) #4 BARS • ®12" O.G. ED Oj J21 � 24" X 12" GONG. 6" CRUSH)=D FOUNDATION F-7 BLUESTONE w/(2) # PSI) w/(2) #4 BARS -0-7" I I CONT. I i „ I SECTIOM � O 2 O - � A 5'-O" 2'-O" 12" 2'-O" I SCALE: 1/2" = 1'-0" JI I � EXISTING 5KYLIGHT BLUESTONE EXISTING I FINISH FOUNDATION (+o'-o") I (-I'-2") I STANDING SEAM I - IZ METAL ROOF 1/2" TYPE "X" PLYWOOD SHEATHING -I �X8 O c — — (2) 2XI0 GIRDER 6 TRIM BOARD NEW 4" ALUM. GUTTER #4 BAR GROUTED P VER5ATEX 5/4 X 10" VERSATEX SOLID INTO TRIM 50. FASCIA BD. EXIST. FOUND. 1" SOFFIT BD. VER5ATEX 4X4IGGA 1/2" x 6" POST BEADBOARD 2 � Cl PORCH LAIC CovrKPD i o o P C7; 2M . " = n " — , " 4 SCPL I D VER IGAL BOARDS COLUMN ENCL05UREEX15TINO PAINTED VER5ATEX �D � O O SCALE. 11/2 - 1 -0 SCALE. 1/2 - 1 -0 GMU W r 1 y y N N a ° I Lu J ® T y W p aF•- METAL ROOFING SYSTEM Z Lu '- o :u v ENDS OF EXISTING RR TO BE I" LIP I uj �" o W GUT AT FACE OF EX 1 STI NO WALL 1/2 GDX PLYWOOD SHEATHING 1'-0" I y � � Z O v y /- NOTCH NEW RAFTERS ICE/WATER SHIELD MIN. 24" Lu O Q c c'; o� o OG F. p —� ti O Z FROM FASCIA UP SLOPE — p p CA. ,a METAL ROOFING SYSTEM 1 1/2" BLUESTONE 4 o m Q o o coo 1/2 GDX PLYWOOD PA\/ER TOP O Lu 4" ALUM. GUTTER 3 PIER DETAIL FF°°'-�" 1 1/2" BLUESTONE �+- o ti C) o yo J 2X6 FRAMING v) 16" O.G. 2X8 a SCALE: 1 1/2" = 1'-0" PORCH: -O'-," PATTERN (SELSTONE ECTION(SELECTNEER ION BY � C)CL a OV4 o E— °' -- — — — — — ,77777 NOTCH RAFTERS GRADE:-I'-a" CL y '-'�- FACE APPL I ED EXISTING GONG. AS REO D 5/4" FASG I A BD. o 0 8 0 o a PATIO STRUCTURE STONE VENEER VER5ATEX TRIM o 0 0 0 o a (2) #4 BARS BOARDS 4 °. /\\j�\j/ / a " u 6" GONG. SLAB w/ ° a EXIST. PLYWOOD SHEATHING 6 CRUSHED #4 BARS © 56 O.G. 12 x8 HAUNCH �/ERTIGAL SIDING BOARDS I/2" SOFFIT PANELS BLUESTONE BENT DOWN INTO (2) #4 BARS ®'HAUNCH, PROJECT#: 2Q24-13 GONT. #4 BARS BENT ° a S I MPSON POST FOUNDATION WALL DOWN AND TIED TO • CONNECTER ' MIN. 24" AND TIED WALL BARS ® 12" O.G. DRAWN BY: T�IR 1)�SCAE'. 'l G DETAIL �, a a TO WALL BARS L 1/2" - 1'-0" 4X4 GGA POST 6" CRUSHED �/ERSATEX TAPERED 1'-0° BLUESTONE DRAWING#: COLUMN WRAP irk 2 FRAMING DETAIL 4 PORCH EDGE DETAIL PORCHSECTIONr SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SHEET 4 OF 7 I_�II ° a -2.3 { (5) 2XIO OIRDER -41 1-2 11 O ° a DRAFT'N' SNAP —d ARCHITECTURAL SERVICES a I ll I 1-2 ' 215 ROANOKE AVENUE —� — ( Oj '—I Q " RIVERHEAD, NY 11901 (631) 655-3903 SEAL: 2x10 FJ @ 12 O.G. I I I I I N . . . . . . . . . . . . . . . . . . RE D A Rc 2FtR1CHgR� _ / (3) 2XIO OIRDER �4 5/ m T NEW SUPERIOR FIREPLACES _ OF NEB / -- OAS F I REPLAGE, MODEL DRT2000 - REFER TO A-2 3 FOR DETAILS DATE: 10/11/2024 ISSUED FOR PERMITS: TREX C " DEG< BOARDS 2XIO FJ @ 12" O.G. — m _ ._ - - B . . . . . . . . . . . . (5) 2XIO O I RDER . . . . . . . . . . . . . . . . . . N. 2xIO FJ @ 121, O.G. I F X - - HAND RAIL TO GODS (5) 2XIO O I RDER - TREX C" DEGK BOARDS / O - - - - -- _ -- ----- - - - - ` — O a c3iLu � 0 EXIST. - _ - F- Cr. d o o y BBO 5C"x5 " PLATFORM v a o a� OIN � �+ AT TOP OF STAIR W ou *- o cm (GLEAR) INNNNNI — y- CDW y Z m cm CI j OC O ci ti y / STONE VENEER N p pG o 2 O Q InnS DECK SUCTURALPLAN °° = o W ca OQ ,�� oo v� Q ALUM. FLASH ,� _ ,_ .. I_Q I I W y o a s SCALE: 1/2 - 1 0 cn to O a 1/2" COX TREX DN GAULK AT JOINT PLYWOOD DECK I NO N COG v o. v� EXTERIOR B— U W 5I D I NO 5/8" DENS OLA55 -2.2 0 5R @ C 5/4 I/2" GDX PLYWOOD 2XIO DECK T © 12 " 2x4 STUD JOIST (TYP.) PROJECT#: 2024-13 51-211 2X12 PLATE ol 00 001, DRAWN BY: TNR as 2x& STUD OYP. BD. FOUNDATION WALL a (3) 2X10 GIRDER DRAWING#: STONE VENEER; REFER TO SEGTION A ON ONO 2X6 PLATE PROPOSED SUNROOMMECK 0 A-2.3 FOR _ PEG. a a " FRAMING DETAIL SCALE: 1/2" = 1'-0" FRAMING DETAIL N SHEET 5 OF 7 11 fill ARCHITECTURAL ROOF 5HINOLE5 ROOF OVER OVER 1/2" PLYWOOD SHEATHING EXISTING ROOM 5/4x12" FASCIA 2XIO RIDGE BEAM BOARD �•> 50FFIT BOARDS 2xb CEILING J015T5 ® 24" O.G.- FRAMED KNEE WALL ON >00� TOP OF EXISTING WALL Ixb FRIESE BO. ::: FLAT CEILING ELEVATION: 11'-2" .ti DRAFT 'N' SNAP ARCHITECTURAL SERVICES �ooF 215 ROANOKE AVENUE SLOPED CLG. STONE VENEER SLOPED GLG. G I i-6�� RIVERHEAD, NY 11901 ELEGANCE 24"x24" (631) 655-3903 2x4 FRAMING ® 16" O.G. PORCELAIN TILE LI/2" WEATHER-RE515TANT COLOR: LIGHT GREY GYP. BOARD ENDS OF EXISTING ROOF RAFTERS 2X12 RIDGE BEAM SEAL: 4"A" TRIM AROUND TO BE GUT AT WALL FACE T.O. GH I MNEY SCREEN EXTERIOR LJ 01 51_411 01 10 F 2X8 ROOF RAFTERS • 12 © 24" O.G. ,��RED gRCy — — — 5 GRIGKET ��\� RRICHgRO sT SCREEN BEYOND 1-50" W MOUNTED TO SCREEN BEYOND BLUESTONE FRAMING Q �. ® 2X6 CEILING © 24" O.G. FLAT GEILING HEIGHT: +11'-2" q� 04500 yOQ WINDOW SCREEN GAS FIREPLACE 3/4" VERSATEX SOFFIT FLUE PANELING DATE: -7 m TREX BOARDS 10/11/2024 ' I 2x10 DECK JOISTS ISSUED FOR PERMITS: ® 12" O.G. FIRE PLACE WALL CONSTRUCTION I xxx xxx 51MP50N JOIST HANGER RIM JOIST SECURED • 2x(b FRAMING TO EXTERIOR • 5/8 DENS GLASS SHEATHING TYP I GAL \rr\rr\rr\rr\rr ,�. r\rr\rr\rr\rr\rr\rr °°'° ° ° ,\rr\rr\rr\rr\rr\rr\rr\rr\rr\rr\rr\rr\rr\ir • MORTAR AND LATH CHIMNEY WALL °° i����\����' 5IMP50N LT5 12 ® °.. (3) 2x10 GIRDER \!\ ���\ \ \ \ \�!%\ • 24"x24" "ELEGANCE" PORCELAIN EACH DECK JOIST ° `'\���` ``` STONE TILES 4'� FRAMING © I 6" O.G. _ 5/8" DENS GLASS ° \ \ \\\\���y ° 0 SHEATHING I6"4Px42" CONCRETE PIER I MORTAR AND LATH (6u ABOVE GRADE) STONE VENEER irrirri\rr`rr\r% rr%ri`�ri��ri\\�ri\�ri ° . r\ri\ri\ri\,\i\r\r\r\i\ri\�i\ri\ri\ri >�r%ri\�ri\�ii\�ri\�ri\�r%r%ri FOUNDATION --SECTIW SCALE: 1/2" = 1.4. NEW SUPERIOR FIREPLACE MODEL DT20O0 2" TRIM AROUND 3/4" PLYWOOD SCREEN OPENING S I MPSON LTS 12 JOIST STRAP I " TH I GK TREX BOARDS x4 TRIM T.O. SRAM I NG 2X10 DECK JOISTS 12" O.G. c/� o 2x4 FRAMING (3) 2X1O GIRDER 2X6 SILL PLATE O o 2X12 SILL PLATE w/ ANCHOR BOLT - y I/2" GYP. BOARD 6 ANCHOR BOLT SIMPSON °� BENT THRU FOUND. � o O Ix4 BASE TRIM CONNECTOR ° BENT THRU FOUND. ° I ° I GRADE ° a GRADE H = ti o v TREX DECK BOARDS I ° I Lu -j o c" o Lu Lu cm uj CO) IF— cmO 12 3,500 PSI GONG. WALL y 2M o 16110X42" O I 1 w/ #4 BARS TOP a Lu O_ a o � CZ GONG. PIER ° a -I I I BOTTOM HORIZ. AND "� 2x10 RIM JOIST (3,50OPSI) q �� ° m °1 36" VERT. BENT INTOQ cm o m c y I° a ° FOOTING O Q o o 5/8" GDX PLYWOOD ° ° ° a I �'�' p m ® � y W CA p EXTERIOR SIDING 4 °oI �I . C �- S I MPSON LTS 12 ° . a 04 4C 24 X12 GONG. FOOTING w/ S I MPSON PIER •a °- ° ° ° -Q-J� ° (3) #4 BARS a y CONNECTOR a �n BOTTOM OF FOOTING x6 TRIM BOARD ° ° w 0 a a a CONCRETE PIER a 1 (3) 2x10 SECTION GIRDER PROJECT#: 2024-13 SCALE: 3/4" = 1'-0" DRAWN BY: TNR 1 DETAIL -_ DRAWING#: SCALE: 1 1/2" = 1'-0" SHEET 6 OF 7 30-YEAR ARGHITEGTURAL 5HINOLE5 STONE VENEER BLUESTONE GAP 30-YEAR ARGHITEGTURAL SHINGLES COLOR TO MATGH EXISTING ASHLAR PATTERN GOLOR TO MATGH EX15TING -, SN DRAFT 'N' SNAP _.. _. ARCHITECTURAL SERVICES 215 ROANOKE AVENUE RIVERHEAD, NY 11901 _ (631) 655-3903 , I SEAL: LINE OF EXISTING ROOF 2xi0 FASCIA BOARD ; \ (VERSATEX) 2" TRIM AROUND AqC \ 2x I O FASGIA BOARD (TYP.)SGREEN5 C?�� (VERSATEX) - 42"x60" 42"x60" 36"x&4" 42"x60" - 42 x60 5GREEN 5GREEN 5GREEN 6" FRIE5E BOARD 5GREEN 5GREEN DOOR - (VERSATEX) p 59 I - - OF NE GEDAR-STYLE 51IDIN TO MATCH EXI5TINO RE5IDENGE DATE: 10 11 2024 ISSUED FOR PERMITS: IV : f \ GEDAR-STYLE 51 D I NO TO x x x x x x x x x MATCH EXISTING RESIDENGE 6" TRIM BOARD 4" GORNER BOARDS DECK FRAMING (VERSATEX) (VERSATEX) 4" GORNER BOARD I SOUTHSUSROOM L I L I I SCALE: 1/2" = 1'-0" 110011TH SUN, ROOF BEYOND SCALE: 1/2" = 1�-0" NEW 5TONE VENEER OVER BRICK CHIMNEY' EXISTING SKYLIGHTS EXISTING ROOF ROOF 5HINGLE5 TO REMAIN BEYOND PROVIDE NEW FLASHING 2x10 FASGIA BOARD GEDAR-STYLE 51DINO TO BETWEEN STONE AND (VERSATEX) MATGH EXISTING RESIDENGE ROOFING NEW METAL ROOFING 6" FRIESE BOARD COLOR: BLACK GRI GKET VERSATEX NEW ALUMINUM GUTTER COLOR: WHITE , r 5/4 X 10" FASCIA BD. _ ! (VERSATEX) I ANGLED BLUESTONE - COD I I Z O r O O - W r — j W ti O J G Q! O - ----i W Lu ca r O y Lu Z j 42"x60" 42"x60" 42"x60" Lu Q 5GREEN 5GREEN 5GREEN J { N p O O W I i i O J STONE -- i p Q m = O W i VENEER U. � O I (ASHLAR) uj uj �cn O r ci I , i : f O F— _. co , I I ' _. - Lu i 6" TRIM BOARD 4" GORNER BOARDS PROJECT#: 2024-13 (VERSATEX) (VERSATEX) WIRE DECK NEW 4" ALUM. LEADER NEW STEP WITH BLUES' NEW 6" VERTICAL 5101NO STONE VENEER NEW 5' TAPERED HAND RAIL DRAWN BY: TNR WITH GASKET AT BASE. TOP AND VENEER (VERSATEX) ASHLAR PATTERN COLUMN WRAP; WHITE PIPE TO NEW DRYHELL (SELECTION BY OWNER) (VERSATEX) I Y2" BLUESTONE GAP BAST SUN DRAWING#: FRONT REIM"I SCALE: 1/2" = V-0" 4 SCALE: 11/2" = 1'-0" SHEET 6 OF 7