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HomeMy WebLinkAbout48996-Z M. r °. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY ,n 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 #: 48996 Date: 3/7/2023 ....._ Permission is hereby granted to: Looze, Susan ....__. ---.kw--www ._._.__..... .... ..................................... .._.w�w�w_ _.._w_.._.._.._.._................._... wwwwww _._..... _._............... 1100 Younis Ave -_ww_ Southold, NY.....1.. ..9.71-..._ --__...._.............. ............ � ........www_............_....__. ........ .... ..............._...... ..M._ To: legalize "as built" front porch alterations/repairs to existing single-family dwelling as applied for per HPC approval. At premises located at: 11You Ave.,w-Southold....._... .........wwwwww_._........ m_mmm.w _ ...... ...................w­­............ SCTM # 473889 Sec/Block/Lot# 60.-2-7.1 Pursuant to application dated 8/29/2022 . and approved by the Building Inspector. To expire on _,_,,,,,9/5/2024. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $496.80 CO-ALTERATION TO DWELLING $50.00 Total: $546.80 r Building Inspector PROPERTY INFORMATION' Existing use of property: intended Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes ❑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. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable 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 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 210.45 of the New York State Penal Law. Application Submitted By(print name): LZ7 &kuthorized Agent ❑Owner Signature of AppllcartttNNW Date: CONNIE D. BUNCH STATE OF NEW YORK) Notary Public,State of New York No.01 BU6185050 SS: Qualified in Suffolk County Lt COUNTY OF ) Commission Expires April 14, 2SMon �� being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the �— (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 a� day of Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at l J06 Lfe3& I, do hereby authorize L to apply on Z to the Town of Southold Building Department for approval as described herein. Owner's Signature Date /13r Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 12, 2022 RENEWED: December 13,2022 TO: Caroline Statile (Looze) 377 West l lth Street, #1G New York,NY 10014 Please take notice that your application dated August 29, 2022: For permit: tq lele e "as built" front porch alterkjons to e istL g d vc l ;at: Location of property: l I QQ Kgurjgs Ave, lz d a County Tax Map No. 1000—Section 60 Block 2 Lot 7.1 Is returned herewith and disapproved on the following grounds: `�'h construction is not nermitted pq[suant to SectioLi 170 of the Southold Town Code incl is suLr"ectto llistcr i Preservation CommissjqnApprQyqL /I- Authorized Sig ature .,.,,, Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Landmarks FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 12, 2022 TO: Caroline Statile (Looze) 377 West 11th Street, #1G New York, NY 10014 Please take notice that your application dated August 29, 2022: For permit: to l _lc" built" orc�h alterationst xitin dwelling at: Location of property: 1 .00 Ygun ,ve Southold NY County Tax Map No. 1000— Section 60 Block 2 Lot 7_1 Is returned herewith and disapproved on the following grounds: The construction is not ermitted ursuant to Section 170 of the Southold Town Code and is sub'ect to Historic Preservation Commission a roval. a)'�.' Authorized Signktrre Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Landmarks r Mariella Ostroski, Chair-person our f�E��rF � Town Hall Annex ,r Anne Surchin, Vice Chair " �r� �`� 54375 Route 25 Allan Wexler " PO Box 1179 Fabiola Santana Southold,NY 11971 C1�6 !11 Tara Cubie ` °� Telephone: (631)765-1809 Jeri Woodhouse �� A �W kimf@southoldtownny.gov Kim E. Fuentes, Coordinator F Town of Southold Historic Preservation Com n P MAR 6 2023 Certificate of AppropriatenesS FEBRUARY 23, 2023 1 F1 .�"a��11�11�1(J1'W 9111"i6l 1„l RESOLUTION #2.23.23.1 RE: 1100 Youngs Avenue, Southold, NY. SCTM# 1000-60-2-7.1 Owner: Susan and Doug Looze RESOLUTION: WHEREAS, 1100 Youngs Avenue, Southold,NY, is on the Town of Southold Registry of Historic Landmarks; and WHEREAS, as set forth in Section 56-7 (b) of the Town Law (Landmarks Preservation Code) of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Historic Preservation Commission prior to the issuance of a Building Permit; and WHEREAS, the applicant's representative, submitted a proposal on January 17, 2023, to legalize "as-built” front porch alterations attached to an existing single family dwelling; and WHEREAS, the "as built" front porch is depicted on Site Plan and Engineering Plans (8 pages) prepared by John J. Condon, LPE, dated August 26, 2022; WHEREAS, the improvements consist of existing windows, door, trim, columns to remain; with with pressured treated framing. The new deck and stairs to be made of Deckorators brand composite decking (Khaya), and WHEREAS, a public hearing was held on February 23, 2023; and WHEREAS, the applicant shall submit to the Commissioner photographs of the finished front porch improvements are completed. NOW THEREFORE BE IT RESOLVED, that the Southold Town Historic Preservation Commission determines that"as built" front porch alterations attached to an Certificate of Appropriateness #2.23.23.1 HPC, Looze, SCTM No. 1000-60-2-7.1 existing single family dwelling, in the above referenced application, meets the criteria for approval under Section 170-8 (A) of the Southold Town Code; and BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of Appropriateness, subject to approvals by all involved agencies; and BE IT FURTHER RESOLVED,that any deviation from the approved plans referenced above may require further review from the Commission. Motion made by: Commissioner Surchin Motion seconded by: Commissioner Woodhouse VOTES: AYES: Commissioners Ostroski, Surchin, Wexler, Santana, and Woodhouse. (5-0) RESULT: Passed Please note that any deviation from the approved plans referenced above may require further review from the commission. � r n Signed: ...-� ,, ................. Kim E. Fuentes Coordinator for the Historic Preservation Commission Date: February 23, 2023 GENERAL NOTES DESIGN CRITERIA 1.ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION TYPE TYPE V NEW YORK STATE UNIFORM BUILDING CODE,AND THE NEW YORK STATE EXPOSURE CATEGORY B =f \ ?^-- I ENERGY CONSERVATION CODE,AND LOCAL AUTHORITIES. GROUND SNOW LOAD 20 PSF LIVING AREAS AND DECKS 40 PSF 2.ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM 28 DAY SLEEPING AREA 30 PSF STRENGTH OF 3,000 PSI. WIND SPEED 130 MPH SEISMIC DESIGN CATEGORY B 3.ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL SOIL CAPACITY 1,500 PSF ~ I GRADE#2 OR BETTER. WEATHERING SEVERE LU FROST LINE DEPTH 36" b.PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR TERMITE MODERATE TO HEAVY ' w OPENINGS,POSTS AND PARALLEL PARTITIONS,AS NOTED ON DRAWING. DECAY SLIGHT ICE SHIELD UNDERLAYMENT YES uj 5.BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING REQUIRED j NOT TO EXCEED 8.0 FT. DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME i w Z 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONSTRUCTION MANUAL FOR 1&2-FAMILY HOUSE-PRESCRIPTIVE DESIGN g6 1 I Z CONTRACTOR(S)PRIOR TO START OF CONSTRUCTION AND ORDERING OF METHOD. cTc`JA f w = MATERIALS. THIS FOUNDATION HAS BEEN DESIGNED FOR A SOIL BEARING ' H O O CAPACITY OF TWO(2)TSF AND GRADES LESS THAN 5%. CONTRACTOR SHALL t }?ktfi! O r = VERIFY THAT THESE CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE SLABS WINDBORNE DEBRIS PROTECTION SCHEDULE O o Z) ` TO BE COMPACTED TO 95%RELATIVE DENSITY. PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS OF MIN.—6'WITH 2 z O CL #6 WD SCREWS,SPACING:12",ARE TO BE PROVIDED TO COVER THE GLAZED t H 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SUPPORTED BY DOUBLE OPENINGS OF THE PROPOSED ADDITION AND RENOVATION FOR ALL UPRIGHTS,9.0 FT AND OVER BY TRIPLE UPRIGHTS. ALL HEADERS TO BE WINDOWS AND DOORS THAT DONT HAVE OPERATIONAL WOOD SHUTTERS. i MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 8. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. DRAWING SCHEDULE t aF J V 9. PROVIDE FLASHING AT ALL ROOF BREAKS,DORMERS,CHIMNEYS, A-000 COYER SHEETt SKYLIGHTS,EXTERIOR DOORS,WINDOWS,AND DECKS,ETC.. A-001 SITE PLAN r?lt,JF A400 FOUNDATION CONSTRUCTION PLAN 1_}{ ` t1- s h A-101 FIRST FLOOR CONSTRUCTION PLAN �- --z 10 ' 10. DO NOT SCALE DRAWINGS. _ 0'= A-300 BUILDING SECTION A Vx ,E w 11. DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER ARE NOT A-400 DETAILS&FRAMING NOTES RESPONSIBLE FOR THE INSPECTION,SUPERVISION,OR ADMINISTRATION OF A- DETAILS A-4A0022 "''DETAILS � O Q `o THIS CONSTRUCTION PROJECT. FEDERAL,STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE 1 Q v V V 10 v CONTRACTOR. oaawt���ssvE— 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE -- CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN + BUILDER AND OWNER. F— 13. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW d YORK STATE ENERGY CONSERVATION CODE. I - i$ 08 � SSU- UE FOR PERMI' 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL CHANGES PRIOR TO AND 5 �RAxnNc s�A�e DURING CONSTRUCTION. - - - COVER 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DESIGNED AND ` SPECIFIED BY OTHERS. -}a-_ SHEET 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARY I TO PROTECT THE ENGINEER AND OWNER. 1JaAsv.nu'64' 4c: 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOOR SYSTEM BUILDING PERMIT APPLICATION A INSTALLATION 15 COMPLETE. EXISTING DECK TO BE REBUILT n EXISTING COLUMNS AND ROOF TO REMAIN O V O JS7 ILMMT0W,-Aj*-� SURVEY O PROPERTY F: it AIR El TOWN EF SMfniMUIqtV, FENCE F u SUFFOLK CMMUY- Yam S,C-T-M at 1020-15Z-2-71 AREA = 299fir-P SF- aE572 H�AERIES sou-,HOLD SCALE: r=3r 411jwl LxNo z Z 8 G G NOTE- TEIE E)[1STIENUME OF ItIENT OF WAYS. WETLANDS AND/M EASEMENTS OF RECCIRD IF ANY. NOT SHOWN ARM NOT GUARANTEED. uw, > kkz Z 0 0 0 FENCE 0 FENCE FENCE 3X/S 1.8*/E ;A IryIy{r FENCE PIPE BRIE AREA OF WORK PIPE 0 SHE 0 'o CHAIN-LINK FENCE $ coNc, S X24' LAND N/F w @ E. BOYDz wCD W) BRICK FENCE STOCKADE O.F/N FENCE/STORAGE LAND N/F --of N u< C-- O GRAVEL AREA v 10 FIRST SOUTHOLD CO. AR ORIVEWAY tA � LAND N/F OS0782 G. CAMPOS08.36.32 Aern ,� NE) �w No$C.IE q� �" ISSUE FOR PERMIT n w V&m T�C�l vvinm N/A tij SURVEYED BY: za�w'w.non06TMMX SITE PLAN PAUL BARYLSKI LAND SURVEYING ED TOt PATCHOGUE NY 11772 *IMTMWAL TITLE INSURANCE COMPANY PHONE 631-294-6985 *LOCIZE P-LOOZE �u-Ts FAX 631-627-3186 DOUGLAS PAULBARYL SKI uYAHOO.COM CITY WATMWW &AM CF KAliSAS SEPTEMBER 23. 2015 A 001 NEW WALL EXISTING WALL It \ mw- -,rlall—sQAV\zN\) 0 i 0- wu 0 �Z- 5'-8- 0 0 0 a 2"Cd -F�F Oo w 0 2X6 D1@16li @ 16" O/C 0 ID 'o Q u tu @ co C? 0 EXISTING FOUNDATION WALL 0 .2622 :ISSUE FOR PERMIT 12"WIDE X A"DEEP CONC.PAD `' S ItAWIN NAME 12"SONOTUBE FOUND. CONST. PLAN 05 i-DM-.'4 A FOUNDATION CONSTRUCTION PLAN 100 IE ----------- 0 NEW WALL EM EXISTING WALL Foundation Plan Notes: 1 New decking,material as directed by owner. 2. Existing columns to be reinstalled. 3. Existing coiling and roof to remain. 3A- Z4.4. Existing metal railing to be reirstallec. -XV1,W" 01- < U LU z 6- 5'-5" n z => 0 El 0 3:Q,- Is 3 0 ad 0 DN < C) EXIST CJ&RR 0 EXISTING PORCH q� HOUSE co Z 1-- 0 0 10 DN SCALE DRAWING NAM EXISTING COLUMN 0 F tof-;, FIRST FLOOR CONST. PLAN -—.0—N. 05 1 !FIRST FLOOR CONSTRUCTION PLAN 01 —-—--------------- pGEa i CL i i r z iSi Q i 00 I l i ce` i�}`•v§tAt a 0 `\ `J EXISTING ROOF,TRIM,SIDING, x i WINDOWS TO REMAIN j L4 L- 10 O O EXISTING PORCH ROOF,TRIM, ? u COLUMNS TO REMAIN r o s OQ � DRAWING ISSU_ e s I I EXISTING SIDING,WINDOWS,DOOR, I ; RAILINGTO REMAIN `— DI Dd 23 � IISSUE FOR HPC DRAWING S—E ri I NEW PAINTED 1X WOOD DECK FASCIA WITH PAINTED 1X WOOD STAIR RISERS WITH FAINTED WOOD DECK ,, s� yg_3 FRONT v # ELEVATION A � 200 FRONT ELEVATION �� I l zx ] W EXISTING A a _ _ w - EXISTING t? � 1 1� UdT w � Lu I � ARCHITECT EXISTING COLUMN + LL c O 0 d i . Z tT oar uci � _. ,DRAWING I�33Vf� EXISTING' .. NEW 2X6 MCQ D1 @ 16°O/C 12 I 2X8 MCQ FLUSH OR26M 1 ISSUE POR PERMIT 6RAI.GS--E 2X8 MCQ LEDGER q -OF # ° € T C} ORA',v NG NAM_ BUILDING 1 SECTTIION f A � BUILDING SECTIC>N A 300 EACH WINDOW TO RECEIVE THICKX SIZE OF WINDOW PLUS 4' EA,SIDE COX PLYWOOD 5 13116" TCC.STACGERECZ -M H U RN,JCSI TOP P-A7F 81 Y W SpfN I < uJ T -TE A2 Vo- z 10141 " EML SErSON=,X EACH 0 0 CR SuECF0FENNCWi�,WR&1LS z 0 HE�QF IMR[Mmm -R 1ACKSTUDS 0 > 0 �IFIE cle 0 a- - Ln S�E) 5 CC 513,116" PR N#0WCD1CR ,5@I2'QC 01 AIRD(VAOF-MVP cR OF WNnl F- - ATTOPOF"'s RN RkLSATT0FPCATE(2)R0WS@T0C STiGURE LO < 'a CS STRAPS AT OPENINGS SHEATHING NAILING AT OPENINGS HURRICANE SHUTTER DETAIL (5 @ 0 N 10 Lu C9 Framing Notes: Framing Notes(continued): Framing Notes(continued): 'a 10 The contractor is to verify all measurements in the field and any discrepancies 3. All Microllorn(LVL)Lumber is to have the following minimum specifications: 7. All straps,connectors,Plates,bolts,nails,etc.are to be galvanized or stainless steel.Designated L are to be brought to the attention of the Engineer prior to construction. Flu=2,600 psi connectors,strop etc.on thew drawings are made by Simpson unless indicated otherwise.All I a.. Fv=285 psi connectors,Straps etc.are to be nailed/bolted in accordance with the manufacturer's specifications. Wood Framing Fc perp=750 psi E=1,900,000 psi 8. All floor sheathing is to be 2�32 inch AC type plywood,tongue and groove,with an APA span rating 1. All lumber is to be No.2 or better Douglas Fir Larch(N)with the following of 48/24.Floor sheathing Shall be glued and screwed to the floor joists(6"O.C.edges and 12"O.C. minimum Specifications: 4. All Glued Laminated Beams(GLB)aka Anthony Power Beam are to have the field). F6=825 psi following minimum specifications: 168.2622 =95 psi Fb=3,000 psi 9. All wall Sheathing is to be 15/32 inch APA Rated Exposure I plywood and shall be nailed with 10d!ISSUE FOR RERMC -- Fc pperp=625 psi Fv=300 psi common nails 6"O.C.edges and 12"O.C.field. DIW."G s— 'NTS E=1,600,000 psi Fc perp,=805 psi xceedirig 8', axn —�E E=2,100,000 psi 10. Solid blocking is to be installed every 8'max or mid span of all CONST. 2. All Parallarn(PSL)Lumber is to have the following minimum specifications: DETAILS& Fb=2,900 psi S. All beams fabricated with multiple Laminated Veneer Lumber boards are to 11. Double joists are to be installed below parallel walls. FRAMING Fv=290 psi be nailed/bolted in accordance with the manufacturer's specifications. Fc perp=750 psi 12. Blocking is to be installed at all point load bearing points. NOTES E 2,000,000 psi A, All Tilt are to be installed in accordance with the manufacturer's DRA.r.—Ko specifications and shall include squash blocking and web stiffeners at bearing 13. Walls are to be framed with 2X4 or 2x6 inch studs spaced 1 points on girders and other load bearing areas- A All bolts nuts and washers are to be hot dipped galvanize 400 R DOE`TENT LOOKOUT ITRWING RIDGE BOARD SilAnoN H2 5A ON COl1AR PE -S,E11-1.11E. SE M.",—s EACH OUTRIGGER k,,O�G C sX,S ON AU C—E 1CF—D—RAYK TREWK Simpson LSTA30 Rdg —IER! ROOF RAFTER pat each Rage w OR SI.- Rafter Stral, (NI 1.NNES E.Pi,m) DOUBLE RAFTER at each Rafter T.) a— APAI U To-0 OFTOF"FAIP 10"S < OF..1.3 D C STAGGER" SOP r T Lu IEsPAN CLIPOPI-11 NNTER — Surpa.,H2A Hca,e TP. S1CM Z, 1.1 E 12 d at each Rafter Tail OSN— A� FJ N FPau acs �ssd�NA sacx sure O MED9 1-OG,EGFS-1— BASEPLATE 0 >- 1EADER 1 2 c> 0 DQU83 e TO- 11 0 FLATS WALL S708 cis- FASCIA BOARD STRAIPING —NA SEL A. Fl O,R PLYs'A`G,.FN ccGES SlINFIELOW.—MALS —NON DS—NET—RMJOST& 0 nis, 51 L PATES ABMF&K—AN,1 MIS OEM OF a,WkS COR P— SPFATHAG BUTT TME T PE A E)S"SFAC E GABLE OVERHANG D A lo IN @ z "YAO(ID SEEATFI. 10 V u lo 1----SS-F C, 108.2 22 ii55t:E GOR PERMIT 11RF—EATEESTLIATES F. CONST. DETAILS R 11 NPACI NEA Sill Strapping ON-N-T GAL"'N"0 Detail STRAPPING DETAILS BUILDING CROSS SECTION:TYPICAL DETAILS_ � CONSTRUCTION DETAILS A 401 NAILING SCHEDULE{WOOD FRAME CONSTRUCTION MANUAL 2018,PAGES 149 AND 1931 N.di"i i Nal Sc C) MR ti�0 pi Nmddl kointe—sanpti- o SIM-SON LS Door CA&S kin ti Rsft�(w..Ni 6 161 0. Header Strapping Detail CSS Laps ow PaTidon tFam Naisid) -,6d Ei Each Comer i� i z C��,Tlx Re.,(i Naind! °32a Pe Tia ARAP UJ ST Typical Window and U.1 SO"arnii, TYP.WINDOW&DOOR STRAPPING < T,P Ri W Td,PSIS:a.Wed) 16Di P"F.t TJ)Rai lions(Fate Nakid) F41(Di im,.IncDID 24'cc Foundation Notes: > i 1,,U.Ira.i < 116d I I I I The contractor is to verify all measurements in the field and any discrepancies are to be 0 0 Z I Tdp&FBdAdTP._toSWd(e,,dNSsdI !2-i6d brought to the Engineer prior to construction, I 1Z IM,122 I z d I I SIMPSON POST ANCHOR U, :3 6S pi,,bgsi V) I-All concrete 4,000 psi after 28 days minimum. 0 ABU44 0 >- I BAd.Peat,1,Eli J 3.1 J.9,Eld j—'L W�w:r_r—i 12167 li 2 0 'Eii I-paiii 2-All rebor ASTM A-615 Grade 60. 0 0 ad, 0 elms T a Berl Ma dr 4-81 POST ANCHOR CL do i Eau E^d 3-Footings ore to be installed on undisturbed virgin soil.The bottoms of all footings are L R-Ing JUs�T i S. to be installed a minimum of 3'below grade unless indicated otherwise.EI­Ict`SIIET��Pndirv,NSed) li,inh­i, ,dBIRi Be -Naihm) A-All snap off form ties are to be removed and remaining openings are to be E"d Nail 6 sealed/grouted. 0 5-The foundation contractor Shall coordinate with the plumbing and electrical contractors ROOT Shi relative to installation of sleeves and other penetrations prior to pouring concrete. 0 Di B.,d Shi o _1W vI 6-Install isolation joints along foundation wells and at column and other floor penetrations. U, @ i "Wimd SqW u, Go 7-Installed contraction joints in the cellar floor slab every 18'minimum- 1 0 Gypsum WbWa^! 5d Cat, rEdi 0 8-Foundation excavation is not to be back filled prior to the installation of the floor ShEiRal PaneiI Bi 4'IeU Fiavbax:d Pares '_ framing. 6l :bd S EV;6'Fii 9-Backfill along foundation wells is to be clean material and is to be mechanically y 2anc' 161 's'edge n:ed compacted in 6"lifts to 95%of maximum dry density. G,,,­Wi u, Rva 10-Follow cold weather concrete treatment relative to add mixtures in accordance with — —------- - ACI 212-3 R.Use Air-Entraining admixtures per ASTM C260,AASHTC)M I 5A or Water Reducing and Set-Controlling Admixtures per ASTM C494,AASHTC)M 194 only.Do not I DSA,qs:B-d Sh,didn use Calcium Chloride or other corrosive type admixtures 1082.22 VW I'* ii-,, ISSUE JRDR PERi HIDU I I HOLDDOWN i leamIrg TABLE R301.2(i) 1 i�indli hdt. DRA—G,i—,E CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONST. 181 gmd1 Mw I 9,10 Yrd, Fisd DETAILS GRODIND VAND SSEISWC SURAiCT TO DAMAGE FROM WINT ELD Q, N U.=ME, IDA,,—xEd Shexi i SNOW SPED HS, -CORY :p "vi !217 EOAD _M REDIARED imd IGPEF DESIGN CRITERIA BEING USED 20;5 NTERNATIONALRESIDENi BUILDINGCODEAND 2016 UNIFORM NEW YORK STAT I F CODE SUPPLEMENT 0— A 1 CONSTRUCTION DETAILS rz 402 --------------- GENERAL NOTES DESIGN CRITERIA 1.ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION TYPE TYPE V 1 NEW YORK STATE UNIFORM BUILDING CODE,AND THE NEW YORK STATE EXPOSURE CATEGORY B -` 1 ENERGY CONSERVATION CODE,AND LOCAL AUTHORITIES. GROUND SNOW LOAD 20 PSF LIVING AREAS AND DECKS 40 PSF 2.ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM 28 DAY SLEEPING AREA 30 PSF rc STRENGTH OF 3,000 PSI. WIND SPEED 130 MPH =`°r .. ��. SEISMIC DESIGN CATEGORY B _ r 3.ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL SOIL CAPACITY 1,500 PSF �' ~ GRADE#2 OR BETTER. WEATHERING SEVERE Z Lu FROST LINE DEPTH 36" r 4 A.PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR TERMITE MODERATE TO HEAVY . _ w OPENINGS,POSTS AND PARALLEL PARTITIONS,AS NOTED ON DRAWING. DECAY SLIGHT 2 "' TH V Q ICE SHIELD UNDER L ` ' LAYMENT YES `" G S __ - i 5.BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING REQUIRED DAT - w � w NOT TO EXCEED 8.0 FT. q Y Q DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME '' - " �` '`` "'' w h } ! 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONSTRUCTION MANUAL FOR 1&2-FAMILY HOUSE-PRESCRIPTIVE DESIGN ULA;Iu' p U' Z CONTRACTOR(S)PRIOR TO START OF CONSTRUCTION AND ORDERING OF METHOD. ` "c '"S' 0 z MATERIALS. THIS FOUNDATION HAS BEEN DESIGNED FOR A SOIL BEARING CAPACITY Of TWO(2)TSF AND GRADES LESS THAN 5%. CONTRACTOR SHALL r ` "_ c,-- O O O VERIFY THAT THESE CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE SLABS WINDBORNE DEBRIS PROTECTION SCHEDULE - V_1 _ ._e 1 s• Q O TO BE COMPACTED TO 95%RELATIVE DENSITY. PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS OF MIN.Ib"WITH 2 i - A= UT _ 1L- ^ O #6 WD SCREWS,SPACING:12",ARE TO BE PROVIDED TO COVER THE GLAZEDUE1 OR CONS7a�CT'0'4 _.L"U�S. 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SUPPORTED BY DOUBLE OPENINGS OF THE PROPOSED ADDITION AND RENOVATION FOR ALL UPRIGHTS,9.0 FT AND OVER BY TRIPLE UPRIGHTS. ALL HEADERS TO BE WINDOWS AND DOORS THAT DON'T HAVE OPERATIONAL WOOD SHUTTERS. MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 8. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. DRAWING SCHEDULEv_• ' ' ' COD OF � A-000 COVER SHEET C _� '_ —' O 9. PROVIDE FLASHING AT ALL ROOF BREAKS,DORMERS,CHIMNEYS, A-001 SITE PLAN _ �. - --- F Q SKYLIGHTS,EXTERIOR DOORS,WINDOWS,AND DECKS,ETC.. A-100 FOUNDATION CONSTRUCTION PLAN j Q A-101 FIRST FLOOR CONSTRUCTION PLAN "O 10. DO NOT SCALE DRAWINGS. A300 BUILDING SECTION A A-400 DETAILS&FRAMING NOTES - - °-� _w w @) 'o 11. DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER ARE NOT A-401 DETAILS __ _ RESPONSIBLE FOR THE INSPECTION,SUPERVISION,OR ADMINISTRATION OF A-402 DETAILS -^ THIS CONSTRUCTION PROJECT. FEDERAL,STATE AND LOCAL ZONING AND __ _ -- a 6 BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE s U V CONTRACTOR. 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN *� K, BUILDER AND OWNER. ILII AAII 13. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW ''-` ' '' 'V r-l'L YORK STATE ENERGY CONSERVATION CODE �' _ ` A � _22 - -vu i U'MI `'7' ) t EEOR PERMIT ld. ENGINEER TO BE NOTIFIED IN WRITING OF All CHANGES PRIOR TO AND "� 1 4 htA DURING CONSTRUCTION. A .6axl11w„1E 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DESIGNED AND -- "` '= COVER SPECIFIED BY OTHERS. -- 'STORI19 WATER RUNOFF SHEET "NT TO CHAPTER 236 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARY n TO PROTECT THE ENGINEER AND OWNER. ut It1C iuw11Cr.V­ Ic,NO 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOOR SYSTEM BUILDING PERMIT k A INSTALLATION IS COMPLETE. fy EXIST IN 1” T 000 EXISTING COLUMNS AND`R I IN , iPROjEC_ SURVEY PROPERTY • TOWN OF FENCE FENCE 0.5 '/E SUFFOLK zI - S_C_T-M AREA = 7-9752 Es SF_ _ R5572 ACRS SCALE 17=3W LAND � Z w NOTA THE T OF RISW OF MAYS. Z. 8 G. G WETLANDS ANDfM F OF RECORD '2 w 1F ANY. NOT ARE NOT GUARANTEED_ �� u a� �� U 0 1TaK 4 o y •cfl t? itt w Lu N .. w `n Z C� m pZ � LLJ hpp O } o FENCE _ w O FENCE SAYN FENCE CL N S.1'/S 1.8'/E AkC:�Prk t FENCE PIPE 1\ 7.T/N R�LK 8 AREA OF WORK PIPE - Lu 0 ft I fjG QNTik afi o NO- SHED GNt �, G. �J •J 2`''4¢6`� 3. 5£p 7.2'/Nn t}.. ,p CHAIN-LINK ES �J � { C� FENCE a ^DNC, c' 12 LAND N/F _ Lu (dj DO MON. E. 80YD Z J H FENCE F O O Q 'n OL BRICK i fi FENCESTOCKADE = ~ FENCE/STDRAG£ � Q N r1 AREA GRAVEL LANG N/FpF U U �o DRIVEWAY FIRST SOUTHOLD CO. AR imc 7,1 v4 DTIL - 1 va.+rti�I<TFwaTut at Aadrax±m 11"sm'Er is A vuunw `Z a r,GG W LAND /F 782 cS� ��`005 za.22 Or SFZ Lb�IF TEE��STATt yCh�I_AL G. CAM.OS I} }P" i ISSUE FOR PERMIT owes 0&1sR+€r m Aw WOE a THE LNO�m7as v — S E} IT ;A NO� DR F.G SCAB =8� .s #WL ;�tR TO HE A VN.$!TAE WPT. '�£} satTYli=aTZ lC ,,w I',OREIN SKILL AN 4a.Y TO VK+ `li—-ESi4 S W[Y#EII NG 2N t6[,K_FD F� = -- 12EL dAn',E �� � C� SURVEYED BY: @3 AC=zw. w TN;:oec 26-MUTM mss - PAUL BARYLSKI LANA. � SITE PIAN Ta l� PATCHOGUE NY 117?2 � rY >h1ATEDMAt TITLE INSURANCE COMPANY1 – PHONE 63I-294-6" a S2SA-4 IL FAX 631- 2Y-3106 ��AS P_ LOOM LI PALBARYLSKIoYA X&YMNAL SAW OF KANSAS CITY I, - � SEPTEMBER 23. 1 SITE PLAN 001 ®NEW WALL EXISTING WALL Z i w Lu Lu V Q Lu w Y V Nr w (� Z \LLm DZ t �r'-S'� M>d 0 � p <n O O O >- � 2X8 MCQ Q O O NEW t_d aRcnaEe 2X6 MCQ n DJC 16 O/C 3 J O V N Q a � 'o a3 a C7 C7 t� U :2: Lu Z Lu CR !x cvi, h `I 0 Lo F— < - v EXISTINGV U 'O FOUNDATION _ €DR:..v4NG iS3t;E WALL C d (VIF) 05.26,22 I*--z�co�r(cv r _ ----'--- I ISSUE FOR PERMIT t DR—INObCALE m 12"WIDE X 4"DEEP CONC.PAD—/ 12"SONOTUBE - FOUND_ � � CONST, PLAN _ 4 A FOUNDATION CONSTRUCTION PLAN ' 100 ®NEW WALL ( EXISTING WALL Foundation Plan Notes: 1. New decking,material as directed by owner. 2. Existing columns to be reinstalled. 3. Existing ceiling and roof to remain. A. Existing metal railing to be reinstalled. i Z LU w V Q J 0- LU L1,1 Y VNr 6, o© 0OZ 5,-5n o Z o O Oa. o � a EXIST r C1&RR I ( ^ LU O U Q to EXISTING PORCH Ow HOUSE w w 10 n ZLUaR _ F O 2? � tQ- ,o U V '0 I 4 c? 1 I }. - x8.26.22 ISSUE FOR PERMIT j*, QRriVl3R SCAE£ - AT,1i DR„ € EXISTING COLUMNFLOOR, ONSL 41 f PLAN D ,w1�a ro FIRST FLOOR CONSTRUCTION PLAN 101 E E = Z Lu FXt$�1NG � U EXISTING', v _ - �- Lu EXISTING ix j Y 4= w N >- Z o Z 0 Lu J ( I O00 CL [ oho EXISTING COLUMN oLu 0 J V N d Lu Z J m > i J EEJ O Q �? U `O _ eAw a��sz1-E —/V—EXISTING' 1 NEW 2X6 MCO D1 Q 16"O/C - I2j2X8 MCQ FLUSH ;0e2aM ;�SSfVF PERMR GRatYiHv��i - 2XB MCQ LEDGER BUILDING = SECTION A t -� 300 � BUILDING SECTION A s CALE: ��-1�_p• PROtEi'. EACH WINDOW TO RECEIVE(1)7,16" THICK x SIZE OF WINDOW PLUS 4' EA SIDE CDX PLYWOOD IDS CWG OF C6 _c 513/16" OG ST RED ILH— 1H— SHEATryYJG TO Z - EVERYOTHEROIYRCPENN k(1 i NAILS OVERLAP TOP PLATE RP 1 G" �v IDTff ti! M )^IST TOP PLATE F-i fz kK Pi A Q '.. d rpp Rp;e Lcue W KA111 Y Lu Z I w (� ATALL56uPEOn SN :'EACH a e ' a D'Ai LF i ST1E J'D ENAA,d'(-18i NAKS ^ Z LU "„+.h4AREASe HEADER I W E JACK a:NJS �� � O > O CL r " O O O e as I sruc I SHEAT. NG . i 513;16" � NAILSAi BOTTOM OFHE+JER 3"OG PRONDE CS WOOD SCREWS t2'CC J O WLSATT,F+.CFHEADERE2.i OC AR0UNDPER1N0EROFWA4D0VV f— n'AILSATTO'PLATEi2lR0AS@T0C STAGGERED Q J N Q CS STRAPS AT OPENINGS SHEATHING NAILING AT OPENINGS HURRICANE SHUTTER DETAIL W ZLu ffh Framing Notes: Framing_Notes(continued): Framing Notes(continued): 0 Q N The contractor is to verifyall measurements in the field and an discrepancies 3. All Microllam LVL Lumber is to have the following minimums specifications: 7. All straps,connectors,plates,bolts,nails,etc.are to be galvanized or stainless steel.Designated V V �O Y P (LVL) 9 P P P 9 9 are to be brought to the attention of the Engineer prior to construction. Fb=2,600 psi connectors,strap etc.on these drawings are made by Simpson unless indicated otherwise.All {uRAwiu6=ssuE '.. Fv=285 psi connectors,straps etc.are to be nailed/bolted in accordance with the manufacturer's specifications. Wood Framing Fc perp=750 psi E=1,900,000 psi 8. All floor sheathing is to be 2332 inch AC type plywood,tongue and groove,with an APA span rating 1. All lumber is to be No.2 or better Douglas Fir Larch(N)with the following of 48/24.Floor sheathing shall be glued and screwed to the floor joists(6"O.C.edges and 12"O.C. I '.. minimum specifications: A. All Glued Laminated Beams(GLB)aka Anthony Power Beam are to have the field). Fb=825 psi following minimum specifications: .2e-z2 Fv=95 psi Fb=3,000 psi 9. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be nailed with I Od 1 issue FOR PERMr: Fc perp=625 psi Fv=300 psi common nails 6"O.C.edges and 12"O.C.field. NTS,_44 `E E=1,600,000 psi Fc perp 805 psi -` P P P= P —��- sLvwto-=�NAmE E=2,100,000 psi 10. Solid blocking is to be installed every 8'max or mid span of all floor joists wB1t.;pnsex }NST. - 2. All Parollom(PSL)Lumber is to have the following minimum specifications: TADS$r Fb=2,900 psi 5. All beams fabricated with multiple Laminated Veneer Lumber boards ore to 11. Double joists are to be installed below parallel walls. ` - Fv=290 psi be nailed/bolted in accordance with the manufacturer's specifications. `' — MING Fc perp=750 psi 12. Blocking is to be installed at all point load bearing points. _ - TES E=2,000,000 psi 6. All T11s are to be installed in accordance with the manufacturer's specifications and shall include squash blocking and web stiffeners at bearing 13. Walls are to be fromed with 2X4 or 2x6 inch studs spaced 16 inches OCA r.•O points on girders and other load bearing areas. AT A All bolts nuts and washers are to be hot dipped galvanized. =3 = Al AOO CONSTRUCTION DETAILS CALE: NT$ CE SIC'. O-P-MIJ 11C.FED o R L, at each Rap. , LuLu at each Rafter-jail IIOLJBL�PAPER u � TOP 0 IDGEs GABLE OVERHANG DETAIL lu Mo 0 Lo NTS 9=06 IN—:01riR 91 ITE iO6,2.22 IDRCsi | - At- DETAILS - _' / (2)t5 REFAF 03Nt—1 STRAPPING DETAILS BUILDING CROSS SECTION:TYPICAL DETAILS TRUCTION DETAILS 01 NAILING SCHEDULE(WOOD FRAME CONSTRUCTION MANUAL 2018,PAGES 149 AND 1931 SGN STRAF ma TvDical'Nindow and Door Header ing Detail . _���ner_ � all Wing TYP.WINDOW &DOOR STRAPPING uJI L, Top%to tIt mo—coll IF-NW) 14-IM Foundation Notes: LLJI The contractor is to verify all measurements in the field and any discrepancies are to be Z 2-lbd Put 2X4 Stud -,16d brought to the Engineer prior to construction. z SIMPSON POST ANCHOR "It Stud I-All concrete A,000 psi after 28 days minimum- Pd,Ent 0- Floor f'rarring 2-All rebor ASTM A-61 5 Grade 60. 0 1. 1 2-3d EI S' 3-Footings are to be installed on undisturbed virgin soil.The bottoms of all Footings are �—ARCHiTEC 1-5d Enh EM Welt to be installed a minimum of 3'below grocle unless indicated otherwise. A-All snap off form ties are to be removed and remaining openings are to be P-W sealed/grouted, hisub S44 or Tv Plore(TdAsteu) 2-16d Lu 0 5-The foundation contractor sholl coordinate with the plumbing and electrical contractors Root Sneathing relative to installation of sleeves and other penetrations prior to pouring concrete. < lo.w.1 Bo.S.1-d%lg 6-Install isolation joints along foundation walls and at column and other floor 7-Installed contraction joints in the cellar floor slab every 18'minimum. — 8-Foundation excavation is not to be bock filled prior to the installation of the floor < I(x 3-Edg,16 FR. 9-Backfill along foundation wells is to be clean material and is to be mechanically 2d,,32, I—8j TVq-d;I F-1 compacted in 6"lifts to 95%of maximum dry density. � — -'--'-----rete—'--ent '____ixtures___rdance h ACI 212.3R.UseAir-Entroining admixtures per-ASTM C260,AASHTO M15AorWater Reducing and Set-Controlling Admixtures per ASTM CA9A,AASHTO M 194 only.Do not 3 use Calcium Chloride or other corrosive ' pe admixtures 'Yo~~~ 345, tu"'UdmIt PROJECT GENERAL NOTES DESIGN CRITERIA l.ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION TYPE TYPE V NEW YORK STATE UNIFORM BUILDING CODE,AND THE NEW YORK STATE EXPOSURE CATEGORY B ENERGY CONSERVATION CODE,AND LOCAL AUTHORITIES. GROUND SNOW LOAD 20 PSF LIVING AREAS AND DECKS AO PSF 2.ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM 28 DAY SLEEPING AREA 30 PSF STRENGTH OF 3,000 PSI. WIND SPEED 130 MPH J SEISMIC DESIGN CATEGORY B 3.ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL SOIL CAPACITY 1,500 PSF ~ GRADE#2 OR BETTER. WEATHERING SEVERE w FROST LINE DEPTH 36" A. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR TERMITE MODERATE TO HEAVY W OPENINGS, POSTS AND PARALLEL PARTITIONS,AS NOTED ON DRAWING. DECAY SLIGHT Q ICE SHIELD UNDERLAYMENT YES a 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING REQUIRED Lu Lu NOT TO EXCEED 8.0 FT. Y Q DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME w N z 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY In C� Z CONTRACTOR(S) PRIOR TO START OF CONSTRUCTION AND ORDERING OF CONSTRUCTION MANUAL FOR 1 &2-FAMILY HOUSE-PRESCRIPTIVE DESIGN Q Z MATERIALS. THIS FOUNDATION HAS BEEN DESIGNED FOR A SOIL BEARING METHOD. N O O CAPACITY OF TWO (2)TSF AND GRADES LESS THAN 5%. CONTRACTOR SHALL 0 >- _ VERIFY THAT THESE CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE SLABS WINDBORNE DEBRIS PROTECTION SCHEDULE CL o TO BE COMPACTED TO 95% RELATIVE DENSITY. PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS OF MIN.16"WITH 2 z O #6 WD SCREWS, SPACING: 12",ARE TO BE PROVIDED TO COVER THE GLAZED 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SUPPORTED BY DOUBLE OPENINGS OF THE PROPOSED ADDITION AND RENOVATION FOR ALL ARCHITECT UPRIGHTS, 9.0 FT AND OVER BY TRIPLE UPRIGHTS. ALL HEADERS TO BE WINDOWS AND DOORS THAT DON'T HAVE OPERATIONAL WOOD SHUTTERS. MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 8. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. DRAWING SCHEDULE w O A-000 COVER SHEET V 9. PROVIDE FLASHING AT ALL ROOF BREAKS, DORMERS, CHIMNEYS, A-001 SITE PLAN SKYLIGHTS, EXTERIOR DOORS,WINDOWS,AND DECKS, ETC.. A-100 FOUNDATION CONSTRUCTION PLAN N Q A-101 FIRST FLOOR CONSTRUCTION PLAN 10. DO NOT SCALE DRAWINGS. A-300 BUILDING SECTION A 11. DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER ARE NOT A-400 DETAILS &FRAMING NOTES Z w CR A-401 DETAILS Lo RESPONSIBLE FOR THE INSPECTION, SUPERVISION, OR ADMINISTRATION OFl�1 '[ 0 Q A-402 DETAILS u THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND i-- 'O BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE AUG 2 9 2 J V V CONTRACTOR. so DRAWING ISSUE BUILDING DEPT. 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE TOLM1!of:SOUTHOI D CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. 13. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. 08.26.22 ISSUE FOR PERMIT IA. ENGINEER TO BE NOTIFIED IN WRITING OF ALL CHANGES PRIOR TO AND DRAWING SCALE DURING CONSTRUCTION. N/A{. kr DRAWING NAME 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DESIGNED AND COVER SPECIFIED BY OTHERS. �. SHEET 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARY ® TO PROTECT THE ENGINEER AND OWNER. DRAWING NO. 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOOR SYSTEM BUILDING PERMIT APPLICATION ,4 INSTALLATION IS COMPLETE. EXISTING DECK TO BE REBUILT 000 EXISTING COLUMNS AND ROOF TO REMAIN PROJECT SURVEY �a• '} .> - '' , PROPERTY TOWN W " Plim-a ' � , E FENCE L SUFFOLK 't '. [ S-C_T.n- AREA = 2�r SF_ = OJ59 2 ACRES �o SCALA r =3F Lnho r Z Z_ 8G. G w NOTE: T6-E E RlMiT OF WAYS, w METLA "M/M E/lS'ETLENTS OF RI✓CORD IF ANY. NOT SkOM A-RE NOT GMRANTEED_ -7 �+� �N0 HOZ Q O 7 o- L.3% 0 -c► w Lu Q - •- - - • . N ..r5 _ Gbh y 2 �" �2 w 0 O Z o ? o O 0 0 O o o FENCE ` W r-- O FENCE SAYN FENCE a — N 3.1'/S 1.8'/E ARCHITECT FENCE PIPE_ ?.?•/N gR1GK _ AREA OF WORK PIPE tP s f, E E a_ w 0 c+►ti" 2 g N9 �.Zky-LA SEW Q % �e .( 2 - SHED oo \ ~ Q lOr Q . .•> 2 yt y yNEO ?. . �o�9 � vt 7, (7 Cl (3� 2r $_ F(>. CHAIN-LINK %. S 6 Q 3 FENCE . g. CONC. LAND N/F w U In d ,per, O _ter FENCE "ON. E. E3 0 Y D Z J J iS�td to O Lo BRICK FENCE .STOCKADE �O s < 0.5'/N FENCE/S.T.ORAGE07T AREA LAND N/F 0 Q N V V - C) v��o °o" �+� O'F.Nfi .�+{t, GRAVELAR+1: DRAWING ISSUE ' pi 4s rG fl� DRIVEWAY FIRST SDUTHDLD CO.CD in Ile 60 uv"FH==ALTMTM OR AmrmN TO THIS SLRVEY IS A VIOLATION LAND N/F yam. X50782 o�j6 , G. CAMPOSJ¢ 08.26.22 gS77D1 759 OF-7}£NU YtRIC STATEAFtDG EHlE A NDN l:A1t 'C>j `"1J; 6'j,"G y'qr �/7 N a-S ISSUE FOR PERMIT �OF 7315 9lRhEY KAP MOT I�JIFO�i T}•E LJIID SIRYEYOFL Dla=D �� 6 CJ V•J DRAWING SCALE i Hu w-m.S1NLL WOT'8E• ,70 BE rA)f&IO-TRM COPY. '�r0 DRAWING 9 rsnv=Ta6 pmA7ED Hamm SPALL t m OILY 70 111E I 1F�Cpl 77YE Si> 7 s FSg hRED.ANO ON 145 EENAL.F TO c y�_ DRf�WIf]G NAME '�"'� �" C� SURVEYED BY: cta..c�a.>�cxccm am•� eye 7o.aa7 ems. 9 �,, _i .p "SHE PLAN PAUL- BARYLSKI LAND S,(JF�V'EI� CE31,115--i TO: �� PATCHOGUE NY 11772 FMBJTY MTI MU- TITLE INSURANCE COMPANY PHONE 631-294-6 M-AS P_ I OOZE �� goOT FAX 631-627-3186 = t I,k- �. - a G NO. tW OF KANSAS CITY PAULBARYLSKI®YAH I SEPTEMBER 23. SITE PLAN 001 SCALE: NTS PROJECT ®NEW WALL n EXISTING WALL F- w w V W W V V _ o O Z ----------- M p W = Lu cn 0 0 I V ------------ ,� - 0 --------- a 2X8 MCQ Oa T� O = I � I � i `�`•i � a � O I j Cn ARCHITECT I I I NEW I I w 2X6 NEW V q\ M II DJ @ 16" I I O/C Lu II _ Lu OV Lu I � SII V Q nn I� dl d 0 I W pop I ODLu II Ch Z J CV 0 L II Q N EXISTING I I I A-300 V V `O I FOUNDATION I I _ DRAWING ISSUE WALL a V-0„ M I � 4'-0" (VIF) l ---------- 08.26.22 ISSUE FOR PERMIT --- --� - DRAWING SCALE 12"WIDE X,4"DEEP CONC. PAD w D AWING NAME FOUND. 12 SONOTUBE CONST. ` PLAN . ti DDRAWI FOUNDATION CONSTRUCTION PLAN 00 SCALE: e �A�� "' .-` PROJECT ®NEW WALL ❑■ EXISTING WALL Foundation Plan Notes: 1. New decking, material as directed by owner. 2. Existing columns to be reinstalled. 3. Existing ceiling and roof to remain. 4. Existing metal railing to be reinstalled. Z LU w V a LU w Y > 6 od cc W N Z „ oO^ W 5'-5" 0 0 ----- - O O �{ CLo D 000 orV l a OI I d ARCHITECT EXIST ih CJ &RR LU II � ■ J O II Q N EXISTING PORCH I'', C3 HOUSE I! N w @ LO II M N Z LU L = LOo a I l O W '6 U'0 Q V U '0 iI I II I DRAWING ISSUE a � , II a I'i l ih 08.26.22 ISSUE FOR PERMIT DRAWING SCALE RAWING'-NAME iN-RST`FLOOR EXISTING COLUMN (3 . ONST. �` L• N FIRST FLOOR CONSTRUCTION PLAN1 ! 101 SCALE: � t0^ PROJECT W FxrsTrNG w V (� Q EXISTING w w EXISTING W se V N >- w Z p ZLLJ p J O O 0 w o O CL - V) ARCHITECT � EXISTING COLUMN q JO ao — V Q J_ � Q N Lu WLo Z wi OQLf) Q V V V 'o DRAWING ISSUE EXISTING NEW 2X6 MCQ DJ @ 16"O/C v � (2)2X8 MCQ FLUSH 08.26.22 ISSUE FOR PERMIT DRAWING SCALE 2X8 MCQ LEDGER ?_,},,o" .R ING NAME UILDING ;..,SECTION A _ NO. BUILDING SECTION A .. ®'��°' 300 � „r �S� SCALE: PROJECT EACH WINDOW TO RECEIVE(1)7116" THICK x SIZE OF WINDOW PLUS 4" EA.SIDE CDX PLYWOOD (2)ROWS OF 8d NAILS ° 513/16" 3"O.C.STAGGERED H INSTALL SIMPSON GS20 x WON SHEATHING TO ° W EVERY OTHER OVER OPENING WI(18)8d NAILS OVERLAP TOP PLATE o ° 6• F ° IDTH U RIM JOIST TOP PLATE ° ° 81-11"M 4X.SP N J o ° CL TOP PLATE o o � W HEADER ° U N ° W O Z INSTALL SIMPSON CS20 x 24"EACH o o ° o I o Z DOOR ORSIDE OF OPENING WI(8)Bd NAILS ° o ° In WINDOWAREAS HEADER ° W_ N O O JACK STUDS ° ° _ • ° o O O 0 ° O O W O • a — N STUD (2)ROW OF 8d NAILS 3"O.C, TAGGERED ARCHITECT o SHEATHING ° 513/16" LU NAILS AT BOTTOM OF HEADER @ 3"O.C. PROVIDE#8 WOOD SCREWS @ 12"O.C. O NAILS AT TOP OF HEADER @ 3"O.C. AROUND PERIMETER OF WINDOW Q J NAILS AT TOP PLATE(2)ROWS @ 3"O.C.STAGGERED Q t� 'O CS STRAPS AT OPENINGS SHEATHING NAILING AT OPENINGS HURRICANE SHUTTER DETAIL W Z LUCR _ ,O =iH O Framing Notes: Framing Notes (continued): Framing Notes (continued): w < c'? V The contractor is to verify all measurements in the field and any discrepancies 3. All Microllam (LVL) Lumber is to have the following minimum specifications: 7. All straps, connectors, plates, bolts, nails, etc. are to be galvanized or stainless steel. Designated U U 10 are to be brought to the attention of the Engineer prior to construction. Fb=2,600 psi connectors, strap etc. on these drawings are made by Simpson unless indicated otherwise.All DRAWING ISSUE Fv=285 psi connectors,straps etc. are to be nailed/bolted in accordance with the manufacturer's specifications. Wood Framing Fc perp=750 psi E= 1,900,000 psi 8. All floor sheathing is to be 2%2 inch AC type plywood,tongue and groove,with an APA span rating 1. All lumber is to be No. 2 or better Douglas Fir Larch (N) with the following of 48/24. Floor sheathing shall be glued and screwed to the floor joists ( 6" O.C. edges and 12 "O.C. minimum specifications: A. All Glued Laminated Beams (GLB) aka Anthony Power Beam are to have the field). Fb= 825 psi following minimum specifications: 08.26.22 Fv=95 psi Fb=3,000 psi 9. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be nailed with l Od ISSUE FOR PERMIT Fc perp=625 psi Fv=300 psi common nails 6"O.C. edges and 12"O.C.field. NRAWING SCALE TS E= 1,600,000 psi Fc perp=805 psi DRAWIN — E E=2,100,000 psi 10. Solid blocking is to be installed every 8' max or mid span of all floor joists with spans ezc;'9W g�8 yC ST• 2. All Parallam (PSL) Lumber is to have the following minimum specifications: ;r% i tr! t ;•- Fb=2,900 psi 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to 11. Double joists are to be installed below parallel walls. ArS & Fv=290 psi be nailed/bolted in accordance with the manufacturer's specifications. .g. f FR, I N G Fc perp=750 psi 12. Blocking is to be installed at all point load bearing points. �® N TES E=2,000,000 psi 6. All TJIs are to be installed in accordance with the manufacturer's specifications and shall include squash blocking and web stiffeners at bearing 13. Walls are to be framed with 2X4 or 2x6 inch studs spaced 16 inch ssli DRA points on girders and other load bearing areas. 6i'^ All bolts nuts and washers are to be hot dipped galvanized. CONSTRUCTION DETAILS SCALE: NTS - x °"' PROJECT RIDGEVENT LOOKOUT FRAMING SIMPSON CS20 It 24° STRAP ON EACH RAFTER RIDGE BOARD RAFTERROOF SHEATHING TO BE NAILED 3°O.C.ON ALL GABLE SIMPSON H2 5A ON COLLAR TIE TOP PLATE ENDS,EDGES AND FIELD wf 8d COMMON NAILS EACH OUTRI BLOCKING 4'O.C.FOR(3)BAYS ON ALL GABLE ENDS Simpson LSTA30 Ride ICE SHEILD UNDERLAYMENT REQUIRED Sim HEADER p 9 MINIMUM 7{f WIDE OVER LMNG SPACE ROOF RAFTER ~ OR trap at each Rafter W Simpson MTS30 Rafter Strap (10)10D NAILS @ EACH END(TYPICAL) at each Rafter Tail APARATED PLYWOODTO EXTEND DOUBLE RAFTER W RAFTER Op PLAT TO TOP OF TOP PLATE Wf(2)ROWS V OF 8d NAILS 3°O.C.STAGGERED J SOFFITVENT LU ILLJ STUD SIMPSON H2A HURRICANE CLIP ON EACH V Q HU • Simpson H2A Hurricane Ties SIMPSONQ Z at each Rafter Tail OPENING FROM 36 @ SIDES OF OPENING FROM JACK STUD TO PLATE OR RIM JOIST w/(9)Bd NAILS EACH SIDE 0 =LLJ 0 J cn O SHEATHING TO BE NAILED @ 0BSE PLATE Q > 4'0.C.,EDGES AND FIELD. HEADER a C) 00 DOUBLE TOP O PLATE a N WALL STUDS @16"O.C. ARCHITECT FASCIA BOARD STRAPPING FLOOR PLYWOOD NAILED 4°ON EDGES wI(9)Bd NAILS EACH SIDE &6°IN FIELD W/Sd COMMON NAILS STU PLYWOOD SHEATHING TO COVER RIM JOIST& LU O BOTTOM SILL PLATES,ABOVE&BELOW AND NAILED wl J V PLS FLOOR GABLE OVERHANG DETAIL ~ _ (2)ROWS OF 8d NAILS 3°O.C.OR PLYWOOD QJ SHEATHING CAN BUTT TOGETHER(A°SPACE) WI(2)ROWS OF 8D NAILS 3°O.C. N CCQ RIM JOIST C DOUBLE TOP PLATE P ATE W W CR LO Z J 10 Simpson ST22 Strap O Q L 2x6STUDWALL PLYWOOD SHEATHING Typical 2nd Floor V V Strapping Detail NTS BLOCKING IN WALLS OVER B-0° SIMPSON CS20 x 36°METAL STRAP @ 16'O.C.&AT DRAWING ISSUE BOTH SIDES OF EXTERIOR DOORS.WRAP AROUND SILL PLATE.USE(4)NAILS INTO SILL PLATE ON INSIDE EDGE. ANCHOR BOLT ON INSIDE EDGE OF PLATE AND(9)8d NAILS INTO STUDS AND BOX BEAM. NAIL SHEATHING TO SILL PLATE USING(2)ROWS OF 8d NAILS @ 3°O.C. ' STAGGERED 08.26.22 ISSUE FOR¢.ERMIT FLOOR JOIST (1)2 x B TREATED SILL PLATES DRA�VII� CALE NTS TERMITE SHIELD AND SILL SEAL WAME SIMPSON LSTA36 ST _ l ' CONST. BLOCKING SIMPSONLTPS S ..•�� STRAP 1 ► ETAILS simpsoall and n BP (2)#5 REBAR CONTINUOUS %°DIA x 17 AB.@ 37 O.C. TypicalWall +12°FROM EACH CORNER W13k3 x %s°WASHER r , Sill Strapping HOT DIPPED GALVANIZED , OR STAINLESS STEEL ; Detail 0RkWja1G NO. STRAPPING DETAILS BUILDING CROSS SECTION: TYPICAL DETAILS A CONSTRUCTION DETAILS 401 SCALE: NT5 PROJECT NAILING SCHEDULE(WOOD FRAME CONSTRUCTION MANUAL 2018,PAGES 149 AND 193) Joint Description Number of nails Nail Spacing SIMPSONSPH4 Roof Framing o o STRAP Rafter to top plate(Toe Nailed) 3-8d Per Rafter o Ceiling Joist to top plate(roe Nailed) 3-8d Per joist SIMPSON LSTA9 STRAP Typical Window and Door Ceiling Joist to Parallel Rafter(Face Nailed) 6-16d Each lap 0 o Header Strapping Detail Ceiling Joist Laps over Partitions(Face Nailed) 6-16d Each lap o Each Corner Z Collar Tie to Rafter(Face Nailed) 3-8d Per Tie W Blocking to Rafter(Toe Nailed) 3-8d Each end Rim Board to rafter(End Nailed) 2-16d Each end V a raming TYP. WINDOW & DOOR STRAPPING Top Plate to Top Plate(Face Nailed) 2-16d Per foot CLQ ? Top Plate at Intersections(Face Nailed) 4-16d Joints ea.Side W W Stud to Stud(Face nailed) 2-16d 24"o.c. Foundation Notes: W � Header to Header(Face Nailed) 16d 16"o.c.along edges a. °° �C Q ° The contractor is to verify all measurements in the field and any discrepancies are to be W N Z Top of Bottom Plate to Stud(end Nailed) 2-16d Per 2x4 Stud 0 (' 3-16d Per 2x6 Stud brought to the Engineer prior to construction. Q Z 4-16d Per 2x8 Stud SIMPSON POST ANCHOR N O= O ABU44 1 -All concrete 4,000 psi after 28 days minimum. :CBottom Plate to Floor joist,Band Joist,End Joist,or Blocking(Face Nailed) 2-16d t2 Per Foot 0- O 11-- Floor Framing 2-All rebar ASTM A-615 Grade 60. O O Joist to Sill,Top Plate or Girder(Toe Nailed) 4-8d Per Joist POST ANCHOR '— Bridging to Jots I(Toe Nailed) 2-8d Each End 3-Footings are to be installed on undisturbed virgin soil.The bottoms of all footings are Blocking to Joist(Toe Nailed) 2-8d Each End ARCHITECT Blocking to Sill or TopPlate(ToeNailed) 3-16d each block to be installed a minimum of 3' below grade unless indicated otherwise. Ledger Strip to Beam(Face Nailed) 3-164 each joist Joist on Ledger to Beam(Toe Nailed) 3-8d perjoist 4-All snap off form ties are to be removed and remaining openings are to be Band Joist to Joist(End Nailed) 3-16d per joist sealed/grouted. Band Joist to Sill or Top Plate(Toe Nailed) 2.164 I per foot W O 0 1 5-The foundation contractor shall coordinate with the plumbing and electrical contractors J V —76-6TM—e-alfiing WSTUDMINIMUM 4D ~ J relative to installation of sleeves and other penetrations prior to pouring concrete. Q Structural Panels 8d Q Diagonal Board Sheathing 3"Edge/4"Field to 0 6-Install isolation joints along foundation walls and at column and other floor `O 1"x6"or 1x6" 2-8d Per Support I g 1'x10'or Wider 3-8d Per Support o penetrations. W @ to LU OD Z J to ei Ing Sheathing 7-Installed contraction joints in the cellar floor slab every 18' minimum. O Gypsum Wallboard 5d coolers T'Edge!10"Field Q Q tf) 8-Foundation excavation is not to be back filled prior to the installation of the floor Q N 11 a ea Ing framing. V V SO Structural Panels Bd 3"Edge 14"field Fiberboard Panels DRAWING ISSUE 7116" 6d 3"Edge 16"Field 9-Backfill along foundation walls is to be clean material and is to be mechanically 25132" 8d 3"Edge 16"Field compacted in 6" lifts to 95%of maximum dry density. Gypsum Wallboard 5d coolers 7"Edge 110"Field 10-Follow cold weather concrete treatment relative to add mixtures in accordance with HardBoard 8d _ 6"Edgell2"Field ACI 212.3R. Use Air-Entraining admixtures per ASTM C260,AASHTO M154 or Water Particleboard Panels 8d 6"Edge/12"Field Diagonal Board Sheathing -- Reducing and Set-Controlling Admixtures per ASTM C494,AASHTO M 194 only. Do not type admixtures 08.26.22 • use Calcium Chloride or other corrosive a admixt 1"x6"ort"x8" 2-8d persupport ISSUE FOR PERMIT 1"x10"orwider- 3-8d persupport HDU 11 - HOLDDOWN DRAWINGS ALE NTS Structural Panels Floor Sheathing TABLE R301.2(1) " WWW.G NAME CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA N�';C ST. 1"or less 8d 3"Edge I4"Field '� ��greater than 1" tOd 3"Edge/4"Field GROUND WIND SEISMIC SUBJECT 70 DAMAGE FROM WINTER ICE SHIELD FLOOaj; � TAI LS Diagonal Board Sheathing SNOW SPEED DESIGN WEATHERING FROST LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARBS 1"x6"ort"x8" 2-8d persupport LOAD MPH) CATEGORY DEPTH TEMP. REQUIRED ' 1"x10"orWder 3-8d persupport r < 20 PSF 140 B SEVERE3 p' MH S-M 11 YES NON • , .» O. DESIGN CRITERIA BEING USED: 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE AND 2016 UNIFORM NEW YORK STATE CODE SUPPLEMENT g j ms` s x ' �� .- � CONSTRUCTION DETAILS X02_ - SCALE: NTS