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HomeMy WebLinkAbout48247-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY ri 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 #: 48247 Date: 9/2/2022 Permission is hereby granted tow Asc_al.on._.B_._..r_..a_....d_ley.. .. ............__ __............___ ......w ....................... _---—_........ ....... -................- . ., ............_.. 1930 Brav Ave ......... ..... _...................................................................................... Laurek..NY 11948 _............................ ............................................................................ _._._w._....._.w....w w w.. ..................... To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1930 Bray Ave., Laurel SCTM # 473889 Sec/Block/Lot# 126.-7-21 Pursuant to application dated 7/20/2022 and approved by the Building Inspector. To expire on 3/3/2024. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $240.00 CO-ADDITION TO DWELLING $50.00 Total: $290.00 L_ Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502It :/� v . owitG :Ildtt� �nl °.LION p n�1w35 5 Date Received APPLICATION1aDING PERMIT For Office Use Only J, [C- PERMIT NO. Building Ins ect�or:, _ , ` � � JUL �.� 2022 Applications and forms must be filled out in their entire Incomplete °e PP entirety. P "" `Mti1� �;„�V" ,C applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: July 12, 2022 OWNER(S)OF PROPERTY: Name: AMY ASCALON, BRADLEY ASCALON SUM#1000- 126.-7-21 Project Address:1930 BRAY AVE, LAUREL, NY 11948 Phone#: I'� SJ� .- . v Email: �p� Q GcwJn V•��-�-� Mailing Address: SAr&,n CONTACT PERSON: Name: Ural Talgat Mailing Address: 436 7th Street, Greenport, NY 11944 Phone#: 631 477 8963 Email- ural59@hotmail.com DESIGN PROFESSIONAL INFORMATION: Name: Ural Talgat Mailing Address: 436 7th Street, Greenport, NY 11944 Phone#: 631 477 8963 Email: ural59@hotmail.com CONTRACTOR INFORMATION: Name: HomeWork Inc Mailing Address: 90 Bridle Court Cutchogue NY 11935 Phone#: 347-258-8642 Email: sckaplan@hotmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure MAddition *Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 50,000 Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? *Yes No 1 PROPERTY INFORMATION Existing use of property: Single Family Residence Intended use of property: Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? E]Yes 1*No IF YES,PROVIDE A COPY. R! heck BoxW 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. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Budding Zone ordinance of the Town of Southold,Suffolk,County,New York and other applicable taws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with an 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(print name): Ural Talgat ®Authorized Agent ❑Owner Signature of Applicant: Date: . �2Z STATE OF NEW YORK) SS: COUNTY OF , ��DI L ) U ra I Talgat being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Architect (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 day of TA 20 Notary Public LAUREN M.MCKI SICK filotaryPROPERTY TI-1 Ill TI l Public,State 42308 Ycifll . Qualified In Suffolk county h owner) n I► A Where the applicant is not the o � y ( PP ) 2024 Pc $ G A L.c� ry ?, I, residing at do hereby authorize V to apply on my behalf tot Tow Southold Building Department for approval as described herein. Owner's ign "hire l5ate Print Owner's Name 2 Generated by REScheck-Web Software ?01&[ Compliance Certificate Project ASCALON RESIDENCE Energy Code: 2018 IECC Location: Laurel, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1930 BRAY AVE AMY, BRADLEY ASCALON Ural Talgat Laurel, NY 11948 1930 BRAY AVE 436 7 th street Laurel, NY 11948 Greenport, NY 11944 6314778963 ural59@hotmail.com Compliance: 12.2%Better Than Code Maximum UA: 41 Your UA: 36 Maximum SHGC: 0.40 Your SHGC: 0.32 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in RESeheek. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. nmel Sse blies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 98 30.0 7.0 0.028 0.026 3 3 Wall: Wood Frame, 16" o.c. 40 15.0 7.0 0.048 0.060 1 2 Window: Wood Frame 11 0.300 0.320 3 4 SHGC: 0.32 Wall 1: Wood Frame, 16" D.C. 157 19.0 7.0 0.041 0.060 5 7 Window 1: Wood Frame 22 0.300 0.320 7 7 SHGC: 0.32 Window: Wood Frame 22 0.300 0.320 7 7 SHGC: 0.32 Wall 2: Wood Frame, 16" o.c. 40 19.0 7.0 0.041 0.060 2 2 Floor: All-Wood Joist/Truss 54 19.0 7.0 0.035 0.047 2 3 Basement Wall: Solid Concrete or Masonry Wall height: 7.0' 35 14.0 7.0 0.047 0.059 2 2 Depth below grade: 3.7' Insulation depth: 7.0' Basement Wall 1: Solid Concrete or Masonry Wall height: 7.0' 75 14.0 7.0 0.047 0.059 4 4 Depth below grade: 3.7' Insulation depth: 7.0' Project Title: ASCALON RESIDENCE. .. .... . ...... `......_..________.�. .........._.. .....-... --- �...,_.. .. _.......... ._ ....._._..�.._.......___.................._..-. Report date: 07/18/22 Data filename: Page 1 of 2 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-,Web and to comply with the mandator re ui O 2-z._ rets listed in the REScheck Inspection Checklist. `` 2- ...._ .......... .... _w...__M.M.Mmmmen _. _.w --:..._ ........., . 2 Name Title Signature ate` _.____---------;_._... ........________.w._...................._..........................._...._._._.._-___.................._....-----..._ ........................rt. Project Title. ASCALON RESIDENCE Repo date: 07/18/22 Data filename: Page 2 of 2 N69013 '10"E 150. 0 0 10 FT SIDE YARD PRINCIPAL 0 o STRUCTURE SETBACK o I I PARKING I I AREA i I I I I i I I I DRIVEWAY EXIST I BRAY A I EXIST DECK 48 DECK0. +�- I I 10 35 FT REAR YARD I I 35 FT PRIMARY 04 PRINCIPAL I I FRONT YARD STRUCTURE I i PRINCIPAL w o SETBACK STRUCTURE o SETBACK o = 20 FT SECONDARY FRONT _ o YARD PRINCIPAL o FAD F� ern E STRUCTURE SETBACK + JUL 2 0 mg BUILDING DEPT TO1Nh;OE SOU-1-i!.�n S69013 '10" W 150. 0 SITE DATA SCTM # 1000-126.-7-21 THIRD S PROPERTY: 1930 BRAY AVE ADDRESS Laurel, NY 11948 SITE: 15,000 sf= 0.34 ac ZONING: R-40 SURVEYOR: Van Tuyl & Son Land Surveyors Greenport, New York 11944 LICENSE # 25626 DATED 10 / 17/ 1968 E PLAN ASCALON SCALE: 1 "=10'-0" RESIDENCE LAUREL, NEW YORK DATE: 7118/ 2022 U RAL TALGAT ARCHITECT 436 7th STREET BUILDING PERMIT SET GREENPORT, NEW YORK 11944 (631)477-8963 A A 3 3 I I I I I I DN I I I I I I I I I EXISTING DECK AND STAIRS ( I I I I DN I I I I I I EXISTING BEDROOM EXIST VAG EX REF p SINK EXIS washer YiA5TE G and LINE OUT dryer EASTIN& SKY W I O KITCHEN LIGHT 7 > EXISTING ABOVE EXISTING EXIST I O I ENTRY OILS I FOYER GAS 4 N I x I KITCHEN ISLANDXE IST mI mI CIL (D z I z x :2.511 1D A� �j ITIN EXISTING EXIST� STEEL I I BATH COLUMN I I I EXISTING O ID NING e CONCRETE EXISTING I AREA SHELF o OFFICE EXISTING 2xj FLOOR 52 HT EXISTING DECK AND STAIRS JOISTS a Io" OG I / I I I I EXIST I i DN FLOOR I � EXIST TOGI.{I HATCH CLTO ABOVE I I EXIST B MENT C-1- I I I I I I I I I I I e EXISTING I LIVING ROOM - - - I - - - - - - - - - B - - - - - - I _ B I II 3 I 3 I I I EXISTING I BEDROOM I � I I i EXIST I I I I WATER LINE IN FROM PUBLIC WATER I © D I I I EXISTING DECK AND STAIRS I I I T 10 EXIST11mu Cormu oil E M E NO IF L 0 0 R P L A IN` F 1 0 Km" S T F Lu"` 0 R 0 I I I I I I I I Pot 'Aft FMm -"WN- k�o- L 0 N 90 - SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" R I D Ft�, N C LAUREL, NEW YORK DATE: 7 /18 / 2022 URAL TALGAT ARCHITECT 436 7th STREET GREENPORT, NEW YORK 11944 BUILDING PERMIT SET (631)477-8963 .......... Ll EXISTINGO ❑ ❑ FIRST FLOOR — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — —FINISHED FLOOR — — — EXISTIN& FIRST FLOOR — — — — — — — — — — — — — — — — — — — — — - Lj —EXISTING FIRST FLOOR FINISHED FLOOR - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FINISHED FLOOR GRADE GRADE Vi &R,40E EXISTING TOP OF rZX15TINC7 TOP OF 13ASF-MF-NT 5LX5 - - - - - - - - - - - -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EXISTINGTOP OF BASEMENT SLAB -SOU iiiiiiiiii'lH ELEVATION - EAST T10y1`qm_ SCALE: 1/4" = 1'-10" SCALE: 1/4" = 1'-0" .. .......... EXISTING ENTRY Ll FO1rER EX15TIN& FIRST FLOOR — -- — — — — — — — — — — — — — — — — — — — — — — — — — — EX15TIN6 FIRST FLOOR— — — — — — — — — — — — — — — — — EXISTING FIRST FLOOR FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR GRADE GRADE GRAVE EXISTING TOP OF — — — — — — — — — — — — — EXISTING TOP OF - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — —EXISTING TOP OF BASEMENT SLAB BASEMENT SLABBA5EMENT SLAB- m mop= OIL 0 NO At im % m IRMO 0 umm' H E L EV'ff 10 h ' WEST ELEVA I 101m SCALE: 1/4" = l'-O" SCALE: 1/4" = 1'-0" EXISTII 'Iurms %6X LON WilliON101 dim 1:2001 L t6iiii, R IDWO LAUREL, NEW YORK DATE: 7 /18 / 2022 URALTALGAT ARCHITECT 436 7th STREET GREENPORT, NEW YORK 11944 4S BUILDING PERMIT SET (631)477-8963 NEW ADDITION EXISTING EXISTING RESIDENCE NEW 5 FT RESIDENCE ADDITION EXIST NEW EXIST EXIST XIS XIS EXI INC WINDOWS I INDO INDO IND IND WIN WS WIN W5 WIN WS E 5T DOOR D OR I TW2442 TW2442 TW2442 TW2442 TW2442Li EXISTING ENTRY FOYER I EXISTING FIRST FLOOR - __ - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ EXI5TINGFIRST FLOOR- EXISTING FIRST FLOOR - - - - - - - - - - - - - - - - - - EXISTING FIRST FLOOR FINISHED FLOOR - - - - - FINISHED FLOOR FINI5HED FLOOR EXISTING ENTRY DECK FINI5HED FLOOR INTERIOR EXISTING STAIRS EXTERIOR G77�� RADE BEYOND STAIRS EXISTING GRADE _ GRADE CRAM GRADE SPACE INTERIOR STAIRS EXISTING TOP OF - - - - - - - - - - - - EXISTING TOP OF EXISTING TOP OF - - - - - - - - - - - - - - - - - - - - - - - - - - BEYOND - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - X ST G TOP OF - - BASEMENT SLAB BASEMENT SLAB BASEMENT SLAB BASEMENT SLAB "mA'""' T "� LEVATIOIM NORTH ELEVATIO 'lklmm SCALE: 1/4" = V-0" SCALE: 1/411 = 1'-0" C A C A e+,S A l 0 5 4 5 4 EXISTING DECK V) AND STAIRS DNxx I I I I I I i I EXIST EXIST ® EXISTING EXIST YAC I 1=x_ REF coo L!INKJ BEDROOM tAW WA5TE I I to LINE OUT I I I \�� EXI5TING 2x FLOOR I ✓ � I � ISTING SKY -- JOISTS ® I " OG I I EXISTING CRAWL N I�CHEN LIGHT EXISTING N �u I SPACE w EXISTING ABOVE I ENTRY w EXIST > I > BATH I IFOYER. +�'� e+ I ry x I i O +�s� KITCHEN .� ( I ISLAND EXIST �I I �I I I 0 O EXISTINGN i I EXIST EXIST lu 2.5" DIA W I I X ST G STEELI �- COLUMN 0 I CONCRETE EXISTING ``' O I SHELFI v I ID NING 52 HT I EXISTING I AREA OFFICE NEX16TIN6 DECK IST EXIST I I I (n o I w I NEW 8" T�K GONG I I O N I I STAIRS WALL 3 " HT, ON I w 8"x16" GONG FTG I I I m W/2# REBAI I O GO� R ITINUOU5 exist I m I EXIST DN T FLOOR i %.i / 01- EXIST TO I / � HATCH r-LTO ABOVE XISTING NEW NEW BASEMENT i CLOSED I G CRETE 1 BA5r=m ' NEW 4.. THK EXIST MEN T I (3) 2x4 COLUMN 1 R BE O I S F FLOO GONG SLAB W/ GL ON EXIST FOUNDATION NEW 2x$ REMO f' 10/10 6X6 WWM GEILIN �- �� I / TYPICAL exist +pow I 42" HT JOISTS 1 ON COMPACTED P/ RAILING 1 „ I I I6 OGI I N (5) 2x8 I SUBGRADE (2) 111/2" LVL UPSET, C., UP I N I BTM. FLUSH W/ CEILING a I I N EXISTING NEW OODI I LIVING ROOM m ( N - - - - - I - I - - STA RS - - - - - - -0011 I ® I / - - B I- - - &BHT, ON I 4&5 - - - - - 2x8 4&5 8"x16" GiONG FTG YV2#5 REBAR I I CONCRETE - - - (3) 2x6 COLUMN CONTINUOUS SHELF - - - EXISTING I _ ON EXIST II I 52" HT ' BEDROOM yy vio0 r FOUNDATION - - - _ i LU 2x6 CASED STAIRST is COLUMN ON EXIST 1 N EXISTING BIASEMENT I i' -( X FOUNDATION T w 1 N ■ colm WINDQW TO BE I (2) q 1/2" LVL UPSET, DN EXIST I SMAS QUIRED OVED FILL IN 2x8 FJ BTM. FLUSH W/ CEILING 1 ryT N WATER I I6 OG I = I m l LINE IN I I j I an tft / FROM (V �NEW 2x8 04I NEW LIVIN (5) 2x4 COLUMN U) CEILIN PUBLIC WATER I I ROOM FLO I ON EXIST 1 JOISTS A%o ALON EVEL ABO I FOUNDATION I6 OGI (2)2x10 EXIST © EXIST I EXIST TW244291 EXIST EXISTING DECK 5'-0' I AND STAIRS � I I LAUREL, NEW YORK DATE: 7 / 18 / 2022 EXISTING RESIDENCE NEW 5 FT ADDITION URAL TALGAT EXISTING RESIDENCE NEW 5 FT ARCHITECT Ara Am AM% ADDITION 436 7th STREET DEC PLA GREENPORT, NEW YORK 11944 631 E• 4" _ �_ �� SCALE: 1/4" = 1�-o�� BUILDING P E R1111 IT SET � 477-8963 � SCAL : 1 1/ 0 MATCH EXISTING ROOF PITCH TYPICAL ROOF 16,% OG ASPHALT ROOF SHINGLES ON (2)2x8 Rig 50# BUILDING PAPER ON 5/4' ��Y� 2x EXT. 6R. PLYWD (5)2x4 P05T NEW ATTIC EXISTING NEW 2x8 GJ ® 16" OG BUILDING 51DIN6 1(2) a 1/2" L1/L (2) q 1/2" LYL EXISTING UPSET, BTM. IN 50SULATI O L I�/I NG AREA UPSET, BTM. FLUSH EX I NG FLUSH W/ GE I L I N6 TYP I GAL W/ GE I L I N6 BEYOND W I WS 1/2" GYP SPRAY FOAM AND NEW 2x4 EXTERIOR WALL BD TYP (5) 2x6 CASED NEW 51 D I N6 ON 15# COLUMN ON EX 15T BATT I NBULATI ON TYPICAL NEW 2x6 E ERIOR L EXISTING 42I� HT RA I L I N6 BUILDING PAPER ON 5/5" FOUNDATION TYP I GAL ER I OR kNALL ENTRY EXT. 6R. PLYWD ON 2x4 NEW 51 D I N FOYER STUDS ® 16" OG W/ NEW BU I LD I N6 SPRAY FOAM AND BATT EXT. GR. PLYWD ON 2x6 INSULATION R-15 STUDS @ 16" OG W/ R-11 f INSULATION EXI5TIN6 EXTERIOR EXISTING EXTERIOR EXISTING FIRST FLOOR — — — — — — — _ DECK STRUCTURE _ _ — — — — DECK STRUCTURE — _EX I STING FIRST FLOOR FINISHED FLOOR FINISHED FLOOR NEW 2#5 REBAR CONTINUOUS TOP ° NEW 2#5 REBAR CONTINUOUS TOP OF FOUNDATION WALL TYPICAL EXISTING OF FOUNDATION WALL TYPICAL NEW 8" THK GONG FOUNDATION NEW 5" THK GONG (5)2x8 BEYOND � FOUNDATION WALL FOUNDATION WALL EX 157 1 NG NEN . GRADE WOOD � GRADE GRAWL GRADE 5TAIR5 EXISTING Si�AG BASEMENT BEYOND NEW 4" THK GONG NEW 4" THK GONG SLAB / SLAB A5 REG2U I RED NEW 8"xl6" GONG W/ 4X4 10/10 WWM TYP FOOTING W/ 2#5 REBAR CONTINUOUS NEW 5"x 16" GONG EXISTING TOP OF _ FOOTINGW/ 2#5EXISTING TOP OF BASEMENT SLAB REBAR CONTINUOUS BASEMENT SLAB A 91 NEW ADDITION EX 1571 Nry RF-S I DF-NGE "O'hUILDING SECTION A SCALE: 1/2" = V-0" TYPICAL ROOF ASPHALT ROOF 5H I N6LE5 ON 50# BUILDING EX 1 STING ROOF AND ROOFING PAPER ON 5/4" EXT. GR. PLYWD NEW 2x8 RR ® 16" OG ,,--NEN EW 2x8 GJ® G ATTI G 16" O R-50 INSULATION TYPICAL NEW 2x6 EXTERIOR WALL TYP I GAL EXTERIOR WALL 42" HT 1/2" GYP NEW SIDING ON 15# RAILING BD TYP BU I LD I N6 PAPER ON 5/5" EXT. 6R. PLYWD ON 2x6 5TUD5 ® 16" OG W/ R-I q INSULATION EXISTING EXISTING • BEDROOM L I V I N6 AREA EXISTING FIRST FLOOR _ _ _ _ EXISTING FIRST FLOOR_ FINISHED FLOOR FINISHED FLOOR ° —NEW 2#5 REBAR CONTINUOUS TOP — — OF FOUNDATION WALL TYPICAL EXISTING GONG — — — NEW 8" THK GONGALON FOUNDATION WALL NEW WOOD FOUNDATION WALL STA I R5 GRADE EXI5T1 N6 EXI5T — GRADE BASEMENT CONCRETE SHELF 52" HT R S I D — — LAUREL, NEW YORK EXISTING GONG NEW 4" THK GONG SLAB DATE: 7 /18 / 2022 SLAB — — — W/ 4X4 10/10 WWM TYP EXISTING TOP OF__ — _ — — EXISTING TOP OF I U RAL TALGAT BASEMENT SLAB ° ° BASEMENT SLAB ARCHITECT ®� 436 7th STREET mu" "'U--"h I G %""%I E C T 10 N - EX I ST I NCS RESIDENCE NSW ADDITION NEW 8"x16" GONG FOOTING W/ 2#5 GREENPORT, NEW YORK 11944 SCALE: 1/2" = V-0" REBAR CONTINUOUS BUILDING PERMIT SET (631)477-8963 EXISTING ATT I G EXISTING EXISTING EXISTING LIVING AREA DINING AREA KITCHEN — — — — — — — EXI5TING FIRST FLOOR Jm N 1 SHED FLOOR GRADE EXISTING GRADE BASEMENT CONCRETE SHELF 52" HT BEHIND — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ - - - - — _ — EXISTING TOP OF EXISTING BUIL[O) ING "C " SCALE: 1/2" = V-0" ti EXISTING ATTIC EXISTING EXISTING BEDROOM LIVING AREA EX 15T I NG F I RST FLOOR_ F I N I SHED FLOOR A%o �oALOH EXISTING GRADE BASEMENT CONCRETE SHELF 52" HT R I D LAUREL, NEW YORK DATE: 7 /18 / 2022 - -_ — - - - - - — EXI5TINGTOP OF- URALTALGAT BASEMENT SLAB ARCHITECT ® 436 7th STREET OWN Opp""o "b"k LAU , 1 lNu mo-RUILD" 10NOG SECTIOIL GREENPORT, NEW YORK 11944 SCALE: 1/2" = V-0" BUILDING PERMIT SET (631)477-8963 01- " 3 57RUGTURAL REVIEN X -Te STEVE MARESCAIND-BOR14E DEBRIS PROTECTION FOR OPENINGS FE FOR WALL OF'EN I NCS i�ROTEGT I ON OF 120 MFH 5-SECOND lel I ND GUSTS 188-0� Y�I�ST MONTAUK �I C�HWAY, �tAMi�TON BAYS, NY I I�4C ( FHONE 651 -720 c[450��0 MAXIMUM ME--_Ali ROOF HEIORT: 559 SIMPSONLSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS DESIGN CRITERIA■ a N VEWIOF STRAP. USE/OCCUPANCY CLASSIFICATION DESIGN IN ACCORDANCE WITH AMERICAN SINGLE FAMILY RE:51 DENT I AL FOREST PRODUCTS WOOD FRAME I g - ICE SHIELD UNDERLAYMENT CONSTRUCTION METHOD FOR I + 2 FAMILY HOUSE SHUTTER ASSEMBLY I � � REQUIRED - 24 FROM EDGE RES N.T.S. ea-- HEIGHT a FOR PANEL SPANS: O < 410 WIDE SPAN I � \ �� -O MAXIMUM GROUND SNOW LOAD - 45 P5F. 23/32" (3/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I FIRST LEVEL - 40 P5I-. L.L. ALTERNATE LIVING AREAS - 40 PSE. L.L. (OVERLAP AROUND OPENINGS 4") I 1 I HURRICANE CLIPIU NOF BEDROOMS - 30 PSE. L.L. ASSEMBLY: (-- � 51MPSON H3 FIRE AREA WIND SPEED - 13o MPH ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °I i #10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL I i RESIDENCE: X SEISMIC DESIGN CATEGORY - B WOOD SCREW 1@ 16" O.G. SIMPSON H2 HURRICANE ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 1 I ° CLIP NAILED. FROM WEATHERING - 5EVERE #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( Al WASHERS) I RAFTER TO STUD. - TYPICAL ALL RAFTERS FROST LINE DEPTH - 3611 MACHINE BOLT o 12" O.G. a - 1 5 - 8d NAILS EACH END TYPE OF CONSTRUCTION TERMITE - MODERATE TO HEAVY \ I APA RATED PLYWOOD TO CONVENTIONAL LI&HT FRAME NOOD DECAY - SLIGHT \ s I a - EXTEND TO TOP OF TOP PROVIDE 8d COMMON I PLATE. NAILS a 4" O.G. AT GONSTRUCTI ON ICE SHIELD UNDERLAYMENT REQUIRED - YF-5 \ I EXTERIOR EDGE OF ALL GENERAL NOTES I \ J I I I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY ACCORDANCE WITH THE 2020 NYS RESIDENTIAL CODE, SHALL BE DESIGNED AND BUILT IN ACCORDANCE AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF WEALTH. MULTIPLE SECTION ASSEMBLY: CONSERVATION GORE, AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED IN 1/4" THICK BOLTS @ ZOO 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ;ENERGY 1 I I MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. I 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL 14- I �' LARCH STRUCTURAL GRADE #2 OR BETTER. GRANGES PRIOR TO AND DURING CONSTRUCTION. I � 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL I I 1 I STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. PLYWOOD SHEATHING EXCEPT AS NOTED ON DRAWING. I - I I PARTITIONS, I � TO OVER LAP BOX 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE BEAM - TOP + BOTTOM. GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND 1 I I I I SIMP50N MST27 FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER. 1 I I 1 1/2" WIDE - 20 &AGE I8. CONTRACTOR SHALL OBTAIN ALL PERMITS AND I I 1 I I METAL 57RAP 048" OG. 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE INSURANCE NECESSARY TO PROTECT THE ENGINEER 1 �.. I�,- VERIFIED BY CONTRACTOR(5) PRIOR TO START OF AND OWNER. I I I DOUBLE TOP CONSTRUCTION AND ORDERING OF MATERIALS. THIS SHUTTER ASSEMBLY I 2 x 6 ®16" O.G. PLATE FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19. DO NOT BACKFILL AGAINST FOUNDATION WALLS N.T.S. I I I I STUDS BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT I I� . PROVIDE CAR I°j' THESE CONDITIONS ARE METALL FILL BENEATH 20. BON MONOXIDE ALARMS ON EACH LEVEL FOR PANEL SPANS:41 OR WIDER SPAN �' CONCRETE 5LA55 TO BE COMPACTED TO 1530 AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I I i RELATIVE DENSITY. ENTRY FROM HOL15E TO ATTACHED GARAGE AREA. (OVERLAP AROUND OPENINGS 4"9 WRAP + NAIL STRAP 2x4 STRONG-BAC:K5 @ 24" OG I�-' IoJ - AROUND SILL PLATE 4 - ad NAILS 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND 1 1 1 AT ANCHOR BOLT SUPPORTED BY DOUBLE UPRIGHTS, Q.O FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY ASSEMBLY: NEW YORK STATE BUILDING CODE. 1). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WASHERS) GI I/2"1/2" WI M5M517:2-1 BY TRIPLE UPRIGHTS. ALL HEADERS TO BE ALVINIZED OR I 5N� DE - 20 GAGE MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. STAINLESS STEEL WOOD SCREW (@ 12�� O.G. I METAL STRAP ®48" oC. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ dal , NAIL SHEATHING TO SILL PLATE 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT #10x3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL =�: : ` 8d NAILS ® 4" O.C. PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE ;...:: WOOD SCREW @) 16" O.G. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: - "`-1:• ci. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( W/ WASHERS) 2 - #5 REBAR '^°;`"`"''' 2 x 6 SILL PLATE CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. MACHINE BOLT 12" O.G. `- '''.;'< ACG TREATED. AND DECKS ETC.. 23. THE NYS CODES ALSO APPLY TO ACCESSORY SEE FOUNDATION DWG. -< 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. WINDOWS GLAZED OPENING 1': - FOR DESIGN. 5/6" x 12" A.5. 045" OG. :.y;y;`:;'•; w/ FENDER WASHER. PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. II. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD IN ACCORDANCE WITH LARGE MISSILE TEST OF ASTM E lag& AND OF ASTM 1886. FOR THE INSPECTION OR SUPERVISION OF CONTRACTOR MAY USE WOOD STRUCTURAL PANELS THIS CONSTRUCTION PROJECT. FEDERAL, STATE IN LIEU OF THE ABOVE MENTIONED NINDOAS. HOLD DOWN + SHEAR CONNECTION AND LOCAL ZONING AND BUILDING CODE COMPLIANCE PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH SHALL BE THE RE5PON51BILITY OF THE HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH CONTRACTOR. ALIGN WITH WINDOW JACK P05T5 , HEADER + SILL PLATE. SHALL COMPLY Y�l/NYSBG CHAPTER #2504.�.t� PANELS TO BE MAINTAINED ON SITE. LABEL LOCATIONS ON EACH PANEL. FRAMING NOTES NAILING SCHEDULE 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d o 4" DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d @ 12" o.c. BETTER. I NTERMED I ATE. TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING MIN. THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. a SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 3. ALL SUBFLOORING TO BE APA RATED 5TURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE RAFTER/TOP PLATE 3-16d (TOE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE CEILING JOI5T/TOP PLATE 4-5d (TOE NAILED) NAIL PLYWOOD 5UBFLOOR TO FLOOR JOI5T5. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CEILING JOIST/PARALLEL RAFTER 8-16d (FACE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE o CEILING JOIST LAPS OVER PARTITION 7-16d (FACE NAILED) 4. ALL HEADERS 6'-O" ANDOVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER WITH DOUBLE UPRIGHTS, 9 O AND OVER WITH CONNECTIONS. �jh COLLAR TIE/RAFTER 4-I0d (ea. end 1-1/4" strap) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A BLOCKING/RAFTER 4-8d (TOE NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA o <,Io o RIM BOARD/RAFTER 4-16d (END NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL TOP PLATE/TOP PLATE 2-16d (PAGE NAILED) AND FLOOR BEAMS AS PER N.Y.5. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS GIRDERS AND a TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) o 8'-0" O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED STUD/STUD 2-16d (FACE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB _&ABLE ROOFS - HEADER/HEADER 16d (FACE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND o <,Io TOP or BOTTOM PLATE/STUD 3-I6d (END NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" BOTTOM PLATE/FLOOR JOIST 3-I6d (PAGE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR c o JOIST/SILL, TOP PLATE or GIRDER 4-Sd (TOE NAILED) 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING STORAGE AND ERECTION O BRIDGING/JOIST 2-IOd (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. F h COMPONENTS SHALL BE AS PER MANUFACTURERS BLOCKING/JOIST 2-I0d (TOE NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) 100< o <,45 O LEDGER STRIP/BEAM 4-16d (FACE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY JOIST ON LEDGER/BEAM 3-Ibd 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROW5 OF 1/2„ DIA. o (TOE NAILED) "TECO" OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS ® 12" O.G.. BAND JOI5T/JOIST 3-16d (END NAILED) h BAND J015T/SILL or TOP PLATE 3-Ibd (TOE NAILED) q. NAILING SCHEDULE SHALL BE A5 PER THE N.Y.S. &ABLE ROOFS :� �: SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE.BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO 0 0 PLYWOOD ROOF DECKING Sd @4 O.G. EDGES @8 O.G. FIELD FACILITATE CONSTRUCTION AND SHALL NOT BE 0 10 < O L45 5TRIP SHEATHING Sd (ONE/RAFTER) 100< o (,so PLYWOOD WALL SHEATHING 95d @4" O.G. EDGES, @8" O.G. FIELD ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND (� OWNER. PROVIDE 8d COMMON NAILS a 4' 0.0. PLYWOOD SUBFLOOR DECKING 8d i@6" O.G. EDGES, @12" O.G. FIELD AT HIGH PRE55URE ZONE - 6" O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. loo 0 <,300 PROVIDE ad NAILS a 4" O.G. AT PERIMETER INTERIOR PORTIONS OF PANELS IN HIGH PRESSURE ZONES. NOTE : a = 4 FT. IN ALL CASES COMPONENT AND CLADDING PRESSURE ZONES LAUREL, DATE: 7 / 18 / 2022 NEW YORK U RAL TALGAT STRUCTURALTES I S ARCHITECT 436 7th STREET BUILDING PERMIT SET GREENPORT, NEWYORK 11944 (631)477-8963