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HomeMy WebLinkAbout50290-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 #: 50290 Date: 2/2/2024 Permission is hereby granted to: Mudd, Stephen 900 Private Rd#26 Southold, NY 11971 To: legalize "as built" single-family dwelling as applied for per SCHD approval. At premises located at: 900 Private Rd #26, Southold SCTM #473889 Sec/Block/Lot# 59.-9-7 Pursuant to application dated 1/8/2024 and approved by the Building Inspector. To expire on 8/3/2025. Fees: CO -NEW DWELLING $100.00 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $4,710.40 Total: $4,810.40 Building Inspector 1 of �e TOWN OF SOUTHOLD—BUILDING DEPARTMENT ' Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 littl)$,�`/www.sotitholdlowqay.gov Date Received APPLICATION FOR BUILDING PERMIT Q � For Office Use Only C6 PERMIT NO. 2 Building lnspector.l 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. Date:1-8-2024 OWNER(S)OF PROPERTY: Name:Jennifer Mudd SCTM#1000-59-09-07 Project Address:g00 Private Road #26 Southold NY 11971 Phone#:631-644-5235 Email:smithj0622@gmail.com Mailing Address:g00 Private Road #26 Southold NY 11971 CONTACT PERSON: Name:Mathew Smith Mailing Address:P.O Box 152 Mattituck NY 11952 Phone#:631-603-9092 Email:msmith@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo AMP Architecture Mailing Address:P.O Box 152 Mattituck NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other NEW 2 STORY SINGLE FAMILY RESIDENCE WITH ATTACHED 2 CAR GARAGE $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑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 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 buildingis)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 namq)- ❑Authorized Agent ❑Owner Signature of Applicant: .-- Date: I a 1 STATE OF NEW YORK) SS. COUNTY OF ( .') 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 beP erformed in the manner set forth in the application file therewith. . ^' BARBARA H.TANDY Sworn before me this Notivy Public Sta%Of NeW lock No. 03TA6086001 alifled In Suffolk ayof d • •L" '""""' 2D� Qu /S-�a7 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) ,, Jennifer M. Mudd residing at 1165 Founders Path Southold, NY do hereby authorize AMP ARCHITECTURE to apply on my behalf to the Town of Southold Building Department for approval as described herein. 1/5/2024 owner'sitignature, Date Jennifer M. Mudd Print Owner's Name 2 Im Scott A. RussellS'7C'OIKAAWA IEIK SUPERVISOR �� MANAG]EM1ENT SOUTHOLDTOWN HALL-P.O.Box 1179 Town �f (ry �`� 53095 Main Road-SOUTHOLD,NEW YORK 11971 Southold CHAPTER 236 - STORI!wWA"SER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANTm ... ( ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) aAPPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) I' NAME: An thony Portillo (AMP Architecture) Date: I ,P„ , 1-8-2024 Contact Information: mmbtham architect.eorn (E-Niad&Telephone Numhei1 631-60.3-9092 ' I Property Address / Location of Construction Site: 900 Private 26 Rd, Southold, NY 11971 S.C.T.M. #~ 1000 District 59 09 07 Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - — - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - Area of Disturbance is less than 1 Acre_ No S.P.D.E.S, Permit Is Reaaired l - Project does Not Discharge to Waters of the State. No S P 1 .t .S.per�idt is lt'trrred �. Area of Disturbance is Greater than 1 Acre& Storm-water Runoff Discharges Directly Permit to Waters of the State of New York. THE APPLICANTMUST OBTAIN S,C.I I' DIRECTLY From N.Y.S. D.E.C. Prior to issuance of a Buildin P� ❑ - Area of Disturbance is Greater than 1 Acre & Storm-water Runof f Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S,P.D.CW.;a. Pernirt thi°ou Ba the Southold Town Err�inee lr� De artrrient Prior to Issuance of a Building Perrrtit,. y L/ Reviewed By: Jr �' Date. ._ P'nR M * QMCP-T(-1C n,tnhFr 7!r l q � � � �5TRUOTURESR 1-'r</tINAGE LEAGHi"" I I VIX i »r � " (DRAINAGE—PING NO as ekeow tL45 IA MINIMJ: SEPARA T ION I5 I LL ET .IC ETCLEANOUT DETAIL FDR AREAS NOT SUBJECT TO VE5ERVIGE LiNEn_gTERALSlMAIty;ANC THE EDGE VIEWSALTERNATE A 13 FOR RENDS,ALTERNATE 8 IS FOR USE WITH BLDG,EXTENSION/CONNECTION (NON-LEAOHiNG 5TRLjR R AI AND IOF ALL STORMiNATER DR,4iNAGE ! IAS50GiATED PIPING s< ! I GLEAN—OUT DETAIL Sr-ALE; NT5 D SEPTIC. 5Y5TEM DETAIL ('S)BEDROOM I DWELLiNSNOT TO 5GALE 4"HOUSE COVER TO F.F.EL:5S.,V MAIN pRAiN GRADE IP'T'IS i HEAVY DUTY USED ON INLET I —LOGKNIE CAST IRON _ Co COVER TO GRADE . I O� AVG.6RApE EL.=31.3' I I�MIN' �4i 5%MAXIMUM SLOPE i MAX 5 " MINMIN. I .4DIA. MIN. DIA, MIN. - _ MIN. 2'MAX, y.� SDR 35 PVC ¢r, SDR 35 PYG OR EQUIV. I FN y J I I OR EQUIV. - MIN.PITCH MIN PITGH g.�--T-�----- BASEMENT V i ISOO ter' d LI I I I FLOW LINE EL.=24.T' r i I j _ I !I GALLON O�I N ry I!\,MAKE DROP z. !I TANK 1 AGGE55 BELE FOR I! MAM ENANGE TL_ 5_— Ii }II LEACHING POOL I I SEPTI�TANY.(') W!I I- MINIMUM SEPTIC CAPACITY FOR A 6 HOUSE 15 ( I I I OO (I)8'rD SEPTIC TANK w/5'EFFEOT1VD E,Ep H pRpYIDE531SOD GALpOAPAGtTY d 44 5'F.LIRU D Al b'-0"---i WEA 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3p00 PSi AT 28 PAYS. 3. TANK SHALL HAVE MIN.WALL THICKNESS OF 3",TOP THICKNESS OF b",AND 1 4. ALL WALLS,BOTTOM,AND TOP SHALL CONTAIN REINFORCiNS TO RESIST AN EAO LOI M TFORCE OF 30D P5F. I5. ALL HINTS SHALL BE SEALED 50 TIIAT THE TANK 15 WATERTIGHT ! T 6 HE SEF IG TANK SHA 8E'STALLED AT L1 IN ALL DIRECTIONS(WITH A MAx TOLERANCE OF siJ4") jON A MINIMUM 3"THICK BEO OF GOMFAGTEP SAND OR I I TA 10'MIN.D5TANCE HETI^ HOUSE B;EN SEPTIC TANK AND PEA GRAVEL, L SHALL BE MAINTAINED. I REPLACE GLEAN EXISTXNIL I LEAGHI-6 POOLS�1 rt -J D J{ LEACHING 5Y5fEM FORA 6$ t COLLAR�'RROUNDINS BEDROOM RESIDENCE SHALL I �.P r FH EXIST.SAND (2I 8'b x 8'fEFFECTNE DEPTt�LEACHING POOLS PROV DEV4po F�SIDESDE WALL AREA d GRAVEL(5P(Sy'J (11 8'a x 8'(EFFECTIVE DEPTH)LEACHING POOL WALL ARBA LAYER NOT PRESENT 1 (SE_TES-H 2. LEACHING POOLS TO BE GONSTRUC PROPPSED FOR 50%EXPANSION I OLE,' I 3 ALL GONERS SHALL B ED OF PRECAST REINFORCED CONCRETE(OR Ea 4. A i0'MIN.DISTANCE BTWEE�GAST REINFORCED CpNCRETE(OR EQUAL). LEACHING POOLS AND WATER LINE SHALL 9. AN 8`MIN.DISTANCE BTWEEN ALL LEACHING POOLS ANP PTI SEC TANK SHALLaA BE MAINTAINED- I SUF, LK GOUN Y SU iF F f� �;a 0 SS�� �� UI K x- U gT D P FOR a APPROVAL ' .- �T.. �... T, _a Fs .. t t ks proh -�- - .F.- _� R 2 1 okherwlse spec£lea, SING! ! �, - s to k shall be doss =N c: N111 -S. E N F �' N'�L � � s to f kris swnaard. one n � - s-` ' 3.At a m!nim:mn,all septic tank - openings u'kn:n T2'av grade or o flet,respectively.Gcvers shy I _ and In act-proof lock!na cask ii d A sand chlr � �' e Imo' on E-III a TE 911612021 4 epw k e N c, _ R-21-1679 o ar�_2o a qt aha °<' a log as desi: AP � OWP 's r be watertN 5.Sepklc kooks shall d.robla mater!ale tnat are rot d FORAX I I:P q _ ; decay. d g 6 All € _ £ - BEDRSg aEe ton anon be ItFecrOght.n X r E��'- T FE ' (--!. :e methods as Aoil F i t� R S F[f y- 4 -'r T E 0�. P,P - = '!.vac�wn teeting:seal the empt P R 0 _ r Inonosaoamil of memory,r e to — nolo for tHo mTnvtes. slLTr sr•-+ DEVB' MENT~RI5PT5 31.26 (NO WELL 31EL" WITHIN ISO') N 3q 4440 W 77 �-� WhT2R iN 2RtlYN I I i t . EST. rreg un salm I HOLE>«2v�i E.P.t V .. PROP. NEW 8' NEW DRYWELL �N LP. MiN. L.P. NEW e o. , e GIO 2(1 O Q p PROP. 3 I p PERVIOUS 1 Q p to DRIVEWAY �~J 9 Qm z0 r PROP. JI'E OlDRYWELL PROP.1 b 2 STORY PRAMS 10' 6.5' HM153 9, ARAP�. ? MIN. 1 _ P M -e PROP.F.P.EL.=35.4' ROSSOVE MIN.4"DIA. I Q PROP 6ARA,5E EL.=31.6' --- ?i INE CR PIPE SDR 35 PVG :OR EQUIV. I /v MiN I e - I GONG.SLAB\ O Z PROP. i �o, JS k DRYWELL _6A5_SERVIGE rvp u Oe V I \\1 SUPPLY LINE 1 p\. PROP.1000 -6ALLON BURIED PROPANE TANK -_i_—___ ---- j —__ 544°48'20"E—a�_1z�+ �O +n ➢O COUNTY OF TAX MAI 3 it 1 DWELLINE PRIVAT EXWELL WAl 51TE PLAN WEIST. LL '054L SYSTEM DESIGN RE4JIEMENTS 8.Water In?,Seal tank;fill tank with water to outlet Invert ` cted of precast caner ea lass, elavatlgn,lot nd For 24 hours.Ra£1il the tank to the outlet invert 6.Ali Joints shall bo segiad so that thtank e Is fibergw ccrs.Y-yurmoplgsttcs,or other materials:n after the 10-hour period is comgiete.Let Eha tank stand for on 5-114,6.10.Tanks that ore cast In o:ace raqu;re rtment t Ards and IONYCRR, rrdix'!5-A. addli o+ O F peri The tank s aogroved° t ve!i held. V"­ c sed s p AFFa e t c lo-h p Icd Nater sure test n d wal s o a_or„rese t r hlb cd done on „Fte Ins:.let.n Pre g s ndadstc ba 1 P--.PI e i d i thl ly potted scf!ed'h Wing strvct�relsystem That fg cw q Se I ocE .all orgvlde a label of non-corrosIe T Yah desig. cordar'ce with geetlOn 5-IST ands materpial p ent - ct eocM1 access a In to waft r practice.concrec 'antis she entrant Ito>a c may b Fatav, Pen g khat or d ®r.Por Installations th ;aced wl bgttom and side perHons,up to ib Inches above I 'tie tanks shall hpva 20-Inch covered access PRE-CAST CONCRETE SEPTIC TANK CONSTRUCTION REQUIREMENTS: dedlexpected grovndn ateaelavat!on,07 th. lrooe ar to grade located aver the Inlet and o!Ithicai!y constructed.1 s Where thls Is shall be elk'^.er 20-Inch diameter watertight L R 111 rcod concreto sha11 have a minimum compressive strength of ccorccicd lox oil be water-proofed u?to ib!nch< �g —til—covors ar ihermoplast!s covers at 51 0 pounds par square In;At( pat 2b-da s sat. pccte groendwatar elevation.and and chimneuslrlsers shall bG desl d In Ps y tightness attar to operation. r 5-III gf this stardard. g.e 2.Wall thickness shall bo a minimum of tk ee Inches unless the design S,11,cases when eercrete tanks are Installed In be insta!icd In a drNowa o as Veen cert'me by a New York Licensed Professional Engineer gs deslan?ro£asslonai sha;l submit ,gyaney cq!cvlat approved to y emptying with all appropriate requlrcments For thin wall canstructlon.All ..lel�t of the tw.k(w!ih or without anchoring or th nI ba designed aAd ;nstalled to wikhstand pottgm and tap shall contain relnfgrcing*o resist em apgl!ad wl!!be at leas+ 5 times more than the weight aF designated a:AA<HTO. Warice oP 3p0 pounds per square foot;psf). The to Iculat!ons shall be done using high ec coardad dwater elevation w:th xi watarortight and constructed of sound and 3."-t concrete sections shall be seolad with one(p Inch butyl exp on top of the tae(nks)shall not be corslder era t subfeck ko excessive cnrrasinn or rubbor Joint sealant which conforms tg ASTM G-9?O. the amount n4 anchoring(r ballast weight regvlrG Q1Q. 1IiI II I Ii1 I I II II I a E1 5jg8./5j — � '�F...�.,q.. ...: ...„...'; .g.. z, , I ..y. i : =' >' ' IIVi. I'I II �II hI` 1 I � (I y,:;�,✓y i'. ,. .- �,. .<> r; ., / Qf. " " ,. == r r' ��. P A O E Lu PROJECT LOCATION CAT I O N� &- S. COP E ILLI cc a woUa -'I- J SITE PLAN & ZONING DATA QoJ •.Q E_ N Z) Lo -OO2 ,0I GENERAL NOTESo ENERGYTABLE SITE PLAN HATCH KEY: oFz �ooFROJE�— 5�OPE : �STRUCTURAL DESIGN CHARTS PROPOSED BUILDING 0:3 C_V PROPOSED DECK/PORCH HOEDOWN, ANCHOR BOLT, o O +' oNEW 2 5TOR`I' S1NSLE EAMILY RE5 )ENGE WITH ATTACHED 2 GAR 5ARA5E STRAPPING, & NAILING DETAILS cc U-)PROPOSED 2NDSTORY � FASTENING SCHEDULE a FRAMING GRAPHICS BEAM CONNECTION PATTERNS SITE LAYOUT NOTES: WELL FIREBLOCKING DETAILS I. THIS IS AN ARCHITECTS SITE PLAN 8 IS SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION PROPOSED FOUNDATION PLAN REPRESENTED ON THI5 SITE PLAN 15 TO THE SD.ARCHITECTS BEST OF KNOWLEDGE. 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED APRIL I-1, 2021 PROPOSED FIRST FLOOR PLAN AND PREPARED BY: ( PP JOSHUA WICK 14 _ CENTER MORIGHE5, N.Y. 111154A- OJ.Q ( PROPOSED SECOND FLOOR PLAN T: 651 405-510aSIDE SETBACK c PROPOSED ROOF PLAN -VLY 25,2021 TEST HOLE DATA Q Mr-DONALD&E05ERVIOE5 HO ?N5OUTLD116MI , A-20I ,0I PROPOSED EXTERIOR ELEVATIONS nW OL DARK BOWLOAM -202 .01 PROPOSED EXTERIOR ELEVATIONS IA' - A-50I .0I BUILDING SECTIONS Lu/ AEGRVL vd (> -jQ� ,QI BUILDING SECTIONS CL SANDY CLAY DRIVEWAY Q A®40I .0I DESIGN DETAILS NL DESIGN DETAILSRAME DWE � A-402 .0I 15.0' - 0.0' REMOVED GONG" SLAB I DN PROP. WSM SILT( , REMOVED L DRIVFWAY I - - - - - - - 3 - - - - - - - - - - - - - - - - a 20 SIDE SETBACK z5- 105,00 REMOVED o 0zw ir 270MWTER IN BROW, SILTY SD 28A' REMOVED z vv- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W KATER IN PALE BROWFINE TO MEDIUM SAND DWV/ WATER SUPPLY RISER N R15HT OF WA1' GAS RISER UNOPENED54D /// ` ` '�ENCRD�' W VACE TREED LOT, NOGGE55 PROJECT: MUDD RESIDENCE PROPOSED SITE PLAN 900 PRIVATE ROAD # 2--6 SOUTHOLD, N.Y. 11971 DRAWING TITLE: PROJECT LOCATION &SCOPE SITE PLAN ZONING DATA LAT 00\/ PZGJEGTIZCNI C I7AT PAGE:9LOTAREADESGRIPTION FOOTPRINT TAX MAP # loo0_511_oa_o7GOVERA E R 8 0 NON CONFORMINGZONIG DISTRICT , 0 BTOTAL LOT AREA S.F. LOT AREA 1.3 ACRES -00loOl PROPOSED DWE INC 4.5g �PROPOSED FRONT COVERED SUFFOLK COUNTY HD APPROVAL REQUIRED126.0 S.F. 0.29 PORCH DATE: / /PROPOSED W00 REAP, DECK 345.0 S.F. 0.6JOF 1 5 HABITABLE SPACE PROPOSED 7 S.F. O.IgPROPOSED GONG. PAD ; -7,50.1 FIRST FLOOR AREA TOTAL AREA OF ALL STRUCTURES 3003a S.F. 5.5g SECOND FLOOR AREA 835.4 S.F.MAXIMUM LOT COVERAGE ALLOWED 209 TOTAL BEDROOM COUNT 3 ,,,.,MAIN BUIL7INCRECUIR D 5ETBACK5 REQUIRED PROPOSED COMPLIES " „ F Ln 141�` l E rU U LLJ) D [D IF CU HCLD ,281 20 F TOTA56,x6"LOSIb,xb7.0 ALLOWABLE50.0 220.11 YES LOT SIZE AREA IN .F.FRONT YARD EXCESS OF 40,000 S.F. GFA GFA x — " F e LOTS CONTAINING UP 100 S.F. SIDE YARD 20.0 40.11 YES ( ) 7 r TO MAX.80000 S.F. , ,;;..,,/,,..,ra.,.,'%:;u�,.,,w«,.,;.<,w,r.u�,.;...:."i.;�,,,i,.,.,,';a„ r',>.i,�r. '",;.;;wiaia><,. .a a �.a:,w-,:'/E>� a> M,a<. ,,, ,e..>c�.,,..s,' �-".�.,;<:,t�;;.,s:,:%,�"-t.4 ,,:;%a,.i.,,a<,5;,ri,�..�'ro»'<��'�;ci�r�; '.,;F„':u..a,r'i�:✓,vs.<..�.y,sr BOTH SIDE YARDS 40.0' 100.5' YES ALLOWABLE S.F. / PLUS 5% LOGIT I ON MSP OF EXCESS LOT AREA 5,100.0 S.F. 848.4 S.F. 5,x48.4 S.F. 5,227.5 S.F. REAR YARD 60.0' 80.0' YES OVER 40,000 SCALE: NTS - NOTES a SPED I F I OATI ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY ABBRE X I AT I O I VS IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 5-15) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION A5 IT TOGETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5UB-GONTRAGTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF a 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JUR15DICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BA5E FLOOD ELEVATION INT. INTERIOR Q 6" MIN. FOUNDATION EXPOSURE. AC,ENGY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GENERAL GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON =IRM,VIRGIN, UNDISTURBED SOIL BLDG. BUILDING K KIPS (1000 LBS) 0 I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT W PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TOWSO. FT.,U.O.N. BM BEAM MANU. SPEG.'s MANUFACTURER'S SPEGIFIGATIONS Lu APPLICABLE BUILDING DEPARTMENT. J m 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW &RADE,UNLESS B.O. BOTTOM OF MAX. MAXIMUM ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE 16 CAGE METAL JOISTS HANOER5 BY "TECO" OR OTHERWISE NOTED Q ;~ 5TRUCTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MECH. MECHANICAL � N PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALL5 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. 5 Lf) 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL IN. MINIMUM O O7 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES _ - � 0 FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH 1.6. UNTIL 151 TIER OF FRAMING 15 IN PLACE. C9 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS,AND BATH TUBS, G.J. CEILING JOIST NAVD66 NORTH AMERICAN VERTICAL DATUM OF 1988 a-' >- 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY T FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. O O z 0 U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES OF THE OWNER/BUILDER � COL. COLUMN NYC. BG NEW YORK CITY BUILDING GODS •- INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER,SHALL BE IDENTIFIED 0- (D � Nt '7. ALL BEAMS, 61RDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY b. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED T 0 V- 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROORAM, SUCH AS THE SOLID WITH CONCRETE. CONT. CONTINUOUS O.G. ON CENTER O 2 � N SHALL BE CLARIFIED WITH THE ARCHITECT/ENO NEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE O � ' I WITH THE WORK. CRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. DBL. DOUBLE OCG. OCCUPANCY Jc 0 4- C 6. NO DEVIATIONS OR GHANOES TO THE STRUCTURAL SYSTEM SHALL BE MADE q• ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION �' N (3 UNLESS APPROVED BY THE ARGHITEGT/EN6INEER. P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-q9. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 O 0 DAYS of 4,000 P.S.I.,U.O.N. DIM. 116IMENSION P. GONG. POURED CONCRETE Q 2 O 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FA5TENIN& SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET B CONTRACTOR R VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A 190.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH BEFORE THE START OF FRAMING ROOF AND 15 OF CDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS PL. PLATE 8. DRY WELLS A5 REQUIRED BY STATE AND LOCAL GORES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EACH PLYWOOD PLYWD. ^ ` APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EA. W WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 9. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE ELEV. ELEVATION P.T. PRESSURE TREATED II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - 10. BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 (1) WALL TIE PER (3) 50. FT. REQ'D EQUIP. GERTIFICAIFIGATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL DOCUMENT, THE GOVERNING BUILDING GORE AND ANY ADDITIONAL EQUIPMENT REQUIRED 12. EXTERIOR SHEATHING TO BE COVERED WITH DOCUMENT,HOUSE WRAP OR REQUIREMENTS A5 SET FORTH IN THE MANUFACTURERS CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXIST. EXISTING RI RISER 11. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-0" O.G.,TO DIRECT ANY CONDENSATION TO THE EXTERIOR. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM PERM155ION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. U A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER R THE RESPOARCHINSIBLE OR IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' OR055 BRAGIN6 AT JOISTS, STUDS, AND RAFTERS WHEN 5PAN5 STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOGUMEN, THE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES n , RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 5'-O" AND AT EVERY b'-O". 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REOUIREMENT5 AS OF 40°F AND FALLING,UNLESS APPROVED BY ARCHITECT/ENGINEER. NO FAR FLOOR AREA RATIO STT. STEEL W 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. F.A.V. FRESH AIR VENT S.V. SMART VENT _I•J W 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PACE 6-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NG PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ ENGINEER. FF -� FINISHED FLOOR TBD TO BE DETERMINED TIMES. THE COMPLETION WORK, THE CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FA5TENIN6 SCHEDULE AS 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 A5 RUBBISHH,, WASTE MATERIALS,, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DE51ON DRAWIN65, WHERE EVER APPLICABLE.19. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE L_ AND ORDINANCES. r 1 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 1-1. PROVIDE ALL NAILING AND 5TRAPPIN6 ADDRESSED ON PAOE5 6-003. OR THE MANUFAGTURER'5 CODE EVALUATION REPORT. F.J. FLOOR JOISTS THK. I THICK V c LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES I6. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING W ON EACH SIDE OF THE FOUNDATION WALL. FOUDATION FOUND. � NT.O.W. TOP OF WALL 0) GENERALLY, SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR &YP5UM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK /r 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6 SPAN. WALLBOARD, ASTM 05.7 SPECIFICATION FOR GYPSUM LATH, OR ASTM 019 CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FRGS FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD \` /n THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM 5HEATHIN6 BOARD. v J COMPLETION OF PROJECT. 19. AT ROUGH OPENIN65 PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME TYP. TYPICAL / AS PER PACE 6-003. 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 6 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 6" W 1-1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF AN51/AHA A135.4 BASIC. HARDBOARD OF DEEP E 3'-O" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED Q ARGHITEOT/EN6INEER, AND THEIR AOENT5 AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. AGAINST ALL CLAIMS, DAMAOE5, LOSSES AND EXPENSES, INGLUDIN6 ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTG. FOOTINGVERT. VERTICALWRIIIIIIIIIIIIIII ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: 51TE WORK THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR GYP. BD. GYPSUM BOARDV.I.F. I VERIFY IN FIELD 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.6.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 2, VERIFY ALL GIVEN DATA ON DRAWIN65. IF THERE 15 A DISCREPANCY, I H.D. HOLD DOWN w/ WITH ITSELF INGLUDIN6 THE L055 OR USE RE5ULTIN& THEREFROM). (B) 15 CAUSED IN MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS,FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND RECEIVE CLARIFICATION FROM ARCHITEGT/EN&INEER PRIOR TO PROCEEDING. I I � < WHOLE OR IN PART BY ANY NE6LIOENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER 11 WD. WOOD ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 3. EXCAVATE AND SACK FILL FOR WORK INDICATED ON DRAWINGS. EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GORE STOCKPILE TOP501L OBTAINED FROM 5TRIPPIN6 DRIVEWAY AND BUILDING I HNOR HANGER ZR ZONING RESOLUTION BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. SITE. STOCKPILE ALL EXCAVATED MATERIALS. PARTY INDEMNIFIED HEREUNDER. A. TRUSS JOIST McMILLIAN 1.9E MICROLAM HOR. HORIZONTAL B. GEORGIA PACIFIC 2.OE 6-P LAM 1.5.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND 4. NEW AND EXI5TIN6 BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERSOARD USED IN STRUCTURAL IONS SHALL MEET ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. TRU55 JOIST McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEC.'S PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT I /� ¢ /� TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPEGCIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. I NSUL1"tTI ON 4• ENESTfi� Ti ON REQUIREMENTS APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION,THE GOVERNING BUILDING CODE, AUTHORIZATION OF THE ARCHITECT/EN&INEER. AND ANY ADDITIONAL REQUIREMENT5 SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY 6LA55 WINDOWS AND DOORS PROPOSED DE51ON CODE PRESCRIPTIVE VALUE 4 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE I. ALL 6LA55 TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. COMPONENT VALUE CITATION (PER 2020 NYSEGGG) COMPLIES NEEDED, UNLE55 OTHERWI5E SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID 5AWN RAFTERS SHALL EVALUATION REPORT. PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS CLEARANCES ARE PROVIDED. MAX.U-VALUE - 0.32 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EX15TINO WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AI94.1 CELLULOSIC FENESTRATION U-VALUE PLEASE SEE PACE A-301 d A-302 MAX.AIR LEAKAGE - 0.30 CFM/SF YES in EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0208 STANDARD SPECIFICATION FOR 3. ALL 5LIDIN6 6LA55 DOORS, 5KYLI6HT5, AND ANY 6LA55 UNIT INSTALLED WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. PER R402.4.3 d TABLE 8402.1.4-CLIMATE ZONE 4 � IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. WITHIN I6" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, Q 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. UNLESS OTHERWISE NOTED. SPECIFICATIONS, UNLE55 NOTED OTHERWISE. 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN a 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MIN.P.-VALUE - 4q � MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I MANUFACTURER'S SPEGIFIGATIONS. CEILING R-VALUE PLEASE SEE PACE A-301 d A-302 p TABLE R402.1.2-CLIMATE ZONE 4 YES N 22. PROVIDE FIRE$LOGKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED z HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE (PS- I), THE TS AS ET BUILDING GORE, AND ANY ADDITIONAL w 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A6AIN5T ANY REQUIREMENTS AS SET FORTH IN APPLICABLE GORE EVALUATION 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 OF THE HOLE SHALL NOT BE CLOSER THAN 5/6" TO THE EDGE OF THE STUD. REPORTS. ENERGY CONSERVATION CONSTRUCTION CODE. � COPYRIGHT PROTECTION ACT OF 1990 (AWCPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GR055-SECTION. EXTERIOR(2"x6")HOOD PLEASE SEE PAGE A-301 d A-502 MIN.R-VALUE - 20(CAVITY) YES 0 FRAME WALL R-VALUE PER TABLE R402.1.2 -CLIMATE ZONE 4 O 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL b. PROVIDE FLA5HIN6 PANS UNDER ALL SLIDING CLASS DOORS, WINDOWS, OR p 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.77. ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. Z CODES AND REFERENCE STANDARD: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS MIN TABLE = 2 O FLOOR R-VALUE PLEASE SEE PAGE A-0301 d A-302 �g _ NOTES, AND TABLES ON PAGE 6-003 4 6-004. THE FASTENING SCHEDULE PER TABLE 8402.12-CLIMATE ZONE 4 I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 22.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 182.1 SQUARE AND '7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL N F'- STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 SPECIFIES THE REOV NAILING FOR THE 5HEATHIN6 (ANY NAILING HEX BOLTS AND 5GREW5 (INCH SERIES). SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. z � NEW YORK STATE PROPERTY MAINTENANCE GORE, AND 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING HOT WATER PIPE R-3 PIPE INSULATION MIN R-VALUE - 3 YES ct SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED INSULATION PER R4o3.4 d R403S g STATE ENERGY CONSERVATION CONSTRUCTION CODE. 2.2.2. LAO 5CREW5: LAO SCREWS OR LAO BOLTS SHALL COMPLY WITH ANSI/ 6. ALL CLASS I5 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 � W SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS $ MANU. SPEG.'s). A5ME 516.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. O O 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. COMPLIANCE STATEMENT: 0 V WOOD FRAMIN6,AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME 2.2.3. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES a• ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFE55IONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN CONSTRUCTION MANUAL BY THE AMERICAN FOREST $ PAPER ASSOCIATION 26. COLUMN BEARING A5 FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4[RE]. (AFdPA) AMERICAN WOOD COUNCIL (AWG). WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL wl END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, GONTRAGTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH IY .-I TREATED WOOD 4 FLA5HIN6. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE &OVERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS THE CHARACTERISTICS OF THE ANDERSEN WINDOW 5PEGIFIED. THE cl 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/STEEL SHIMS d A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, I N PLUMBING GORE. SECURE w/(2) I/2" ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS � w 00 EXIST. WALLS 9 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND REQUIREMENTS. Q 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORGIN6 (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, O N MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). &RADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE TABLE R3O 1 .`1 HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE 60VERNING BUILDING GODS AND ANY TEMPERED &LASS• C,LIMATIC, $ GEOGRAPHIC, DESION CRITERIA 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: CODE, NFPA'70 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. CONSTRUCTION CODE. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 6" LONG &LAZED OPENING PROTECTION SHALL MEET THE REQUIREMENT5 OF THE LARGE GROUND 5NOW LOAD 25 LBS w/6" RI5E 6 w/(2) 5/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LE65 2.2.5• NAILS: NAILS SHALL COMPLY WITH A5TM F 1661 STANDARD MI551LE TEST OF A5TM EI99b AND A5TM EI666 AS MODIFIED BY 2020 NY5 BG ALLOWABLE MUD D ERAL WIND PROTECTION CONNECTION NOTES: THE REQUIREMENTS OF AN APPROVED IMPACT-RE515TANT STANDARD OR DEFLECTION SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION 5HALL MEET SET 6" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. STRUCTURAL MEMBED SPEED 130 MPH R BASIC WIN GENRESIDENCE ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RE6 RESIDENTIAL 22 . PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES ANSI/DASMA 115. CONSTRUCTION;55TV 10-99 AND 2016 55C HIGH WIND EDITION WOOD FRAME SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B CONSTRUCTION AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH L/160 I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN65, FOUNDATION WALLS, MANUFACTURER'S CODE EVALUATION REPORTS. A THIGKNE55 OF NOT LE55 THAN a" AND A SPAN OF NOT MORE THAN b' SHALL W/ NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DE516N CATE60RY B FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. ASPHALT ROOFING 5HINOLE5BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND I. ALL SLOPED ROOFING 5HINCLE5 SHALL BE OAF-GLA55-A ASPHALT ROOFING 2'21' 50REW5` SCREWS SHALL COMPLY WITH ANSI/ASME B 15.6.1 ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE INTERIOR WALLS d PARTITIONS H/180 WEATHERIN6 SEVERE 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT SHINGLES OR APPROVED EQUAL. WOOD5CREW5 (INCH SERIES). PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS 900 PRIVATE ROAD #26 INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT FLOORS $ PLASTERED GEILIN65 L./360 FROST LINE DEPTH 3'-0" SOUTHOLD, N.Y. 11971 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE ON THE BUILDING. ALL OTHER STRUCTURAL MEMBERS L/240 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXP05ED AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: TERMITE MODERATE TO HEAVY DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. DRAWING TITLE: AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE PLUMBING EXTERIOR WALLS W/ PLASTER OR STUCCO FIN15H H/360 ICE BARRIER REQUIRED YES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 3. PROVIDE FLA5HIN6 NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DW) GENERAL NOTES 5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE CONSTRUCTION. SYSTEMS TO NYS PLUMBING CODE AND NY5 DEC REGULATIONS. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 DD BOTTOM OF CRIPPLE STUDS, HEADER STUDS 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED ENERGY TABLE PROVIDED AT THE TOP AN AND D LEAST ONE STUD D EACH SIDE OF OPENING. 4. ROOFING I5 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S BY SIMPSON MANUFACTURER. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. SPECIFICATIONS. EXTERIOR WALLS - WIND LOADS Al FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPP051NG 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANCES IN DIRECTION RAFTERS EXCEPT WHERE ATTACH TIES OF 1"x6" OR 2"x4" LUMBER IS 5, NAILING OF ROOFING SHALL BE TO CODE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL AND AT BASE OF VERTICAL WASTE PIPES. LOADING VALUES, CONTRACTORSHALL CONTACT ARCHITECT IF ANY LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 6. CORRO51ON PZ515TANT II GAGE ROOFING NAILS AND I6 &AGE STAPLES ARE RAFTERS LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY "SIMPSON" 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/6" PER PERMITTED FOOT. STRUOTURAL DES 1 CSN LOCUS PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED "1. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: 2:12 PITCHES TO 4:12 PITCHES S. INSTALLATION PROCEDURES SHALL ALWAY5 BE CARRIED OUT AS PER - DI5H WASHER.........................................2" --" �. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 46" AND EVERY MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. - KITCHEN SINK........................................2" USE LIVE LOAD DEAD LOA] G-OO2mOl. I6 WITHIN 4' OF EXTERIOR CORNERS. 6. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF - LAVATORY...............................................2" 5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED THE SEALANT TO UPLIFT FORGES USING ASTM D 6361. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER _ SHOWER/TUB..........................................2" EXTERIOR BALCONIES 40 psf 15 sf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED TOILET........................................................3 p P OF AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT 5HALL BE - LAUNDRY .................................................2" PROVIDED WITHIN TO H INCHES OF EACH END OF EACH PLATE. ANCHOR -1. VARIATIONS IN CONNECTOR CONFIOURATION SHALL BE APPROVED BY - FLOOR DRAIN..........................................3" DECKS 40 psf 15 psf ARCHITECT DATE: 12/08/23 2 OF 15 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRETE/MASONRY 6. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT STACK AND INCREASED TO 4" FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS GYPSUM WALL BOARD 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM THROUGH ROOF. PASSANGER VEHICLE OARA&E5 50 psf A5 PER PLAN AND AT SPACING NOT EXCEEDING WON CENTER. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED COMPOUND METHOD. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. 1. PROVIDE FROST-PROOF HOSE 5155 WITH EASILY ACCESSIBLE DRAIN # ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42") 10 psf 15 psf ELECTRICAL: 2. ALL GYPSUM BOARD SHALL BE I/2" ON WALLS AND CEILING, UNLE55 DRAIN COCKS A5 REQ'D. H05E BIBS SHALL BE PROVIDED WITH BACKFLOW I. ALL NEWLY INSTALLED ELERIC CODE, WORK OR APPLIANCES SHALL CONFORM OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE PROTECTION. ATTICS WITH 5TORAOE (MAX CLEAR HOT > 42") 20 sf 15 psf TO 201"1 NATIONAL ELECTRIC CODE, NFPA-IO AND 2020 NEW YORK STATE DEEMED APPLICABLE. p p ENERGY CONSERVATION CONSTRUCTION CODE. 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON 3. 5/6", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS INSULATION WITH BACK FLOW PROTECTION. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf COMPLETION OF WORK. (WHERE APPLICABLE) AT HEAT PRODUGIN6 EQUIPMENT TO EXTEND THREE FEET I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED q THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. HEALTH DEPARTMENT STANDARDS AND REOULATIONS. SLEEPING ROOMS 30 psf 15 psf 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA -12: EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM SIDE. - GENERALLY,VERIFY OR PROVIDE HARD WIRED CONCRETE PANELS OF 5/6" THIGKNE55 MINIMUM. 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR STAIRS 40 psf 15 psf SMOKE DETECTORS w/BATTERY BACK-UP IN: 2. PROVIDE 2 R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION TO CONGEALMENT OF PLUMBING. 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS,AND ED&E5 SHALL BE WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY A. EACH SLEEPING ROOM TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE 11. NOTGHIN& AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. GUARDRAILS AND HANDRAILS 200 psf 15 psf TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. FOUNDATION WATERPROOFING. NO NOTGHIN6 AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED B. OUTSIDE OF EACH SEPARATE SLEEPING NOR ANY POTENTIAL DAMAGE THEREOF. AREA IN THE IMMEDIATE VICINITY OF 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: 15 psf FOR CATH. 2 psf FOR ATTIC ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf I THE BEDROOMS (GENERALLY THE HALLWAY) ALL OPENINGS. - 9" R-30 FOR FLAT GEILIN65 - 6.25" R-300 FOR VAULTED AND CATHEDRAL GEILIN65 MECHANICAL,FUEL OAS: G. EVERY LEVEL OF DWELLING 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PACE 6-003. - 5.5" R-13 FOR 2"x4" WALL CONSTRUCTION /A, (BASMENT, FIRST FLOOR, d SECOND FLOOR, ETC) - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION I. MECHANICAL AND FUEL 6A5 SYSTEMS SHALL COMPLY w/THE "ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH - 5.25" R-21 FOR FLOORS NY5 MECHANICAL CODE AND FUEL 6A5 CODE ASCE 7-10 (MINIMUM DE516N LOADS FOR BUILDIN65 AND OTHER STRUCTURES) HOL.DONN DETAILS TYf=' GAL NA I L I NO/STRAFFNO REOU I REMENTS FOR FASTENING SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER U F L I F T/ SHEAR/ $ LATERAL Y `4 I N D R E S I S TA N G E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS a 5UBST17UTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 6-005 FOR 57RAPPIN6 AND NAILING REQUIREMENT5, Q AND ROUGH OPENING FRAMING REQUIREMENTS) "ALL 5TRAPPIN6 TO BE V4"x 20 CAUOE*w -- "SIMPSON" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLE55 NOTED OTHERWISE � *USE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME GONSTRUGTION MANUAL TABLE 3.1) J ca HOLDOAN 'A' HOLDONN 'B' DESCRIPTION FASTENER GUANTIITY SPAG NG < -J N CONNECTION NA LINO ORI D LO FOR FOUNDATIONS T ROOF GE I L I NG FRAMING ° rn I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd a-+ 0 ENDWALL NDWALL --„-„„„ „,„„ „- COMMON NAIL w/o PREBORED HOLES. RAFTER TO TOP PLATE (TOE-NAIL) BEE PAGE 6-003 PER RAFTER 0 z 0 (3) 2x FULL (3) 2x FULL 2” CORNER STUD - „ AT RAFTER TO RIDGE 2.WOOD IS ASSUMED TO BE DF,#2 d BTR. IN DRY USE a HEIGHT 5 HEI6FfT STUD ONNEGTED TO •••••". R•R• 2• SERVICE •C6 � � CORNER STUD TRANSFER SHEAR CONNECTION: GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 5-003 PER JOIST T 0 r-CONNECTED TO 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL E: N TRANSFER SHEAR ry (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL ° +-� "BIMPSON" HDQB 3 8 \ • •— •— • GEILIN6 JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE 6-003 EACH LAP 0 C9 { FOR STRAP - d COMMON ` . . . • HOLES,SET NEW MEMBER. _c ;- HOEDOWN ANCHOR ® 2-Ibd COMMON O .495�212-Ibd COMMON NAILS ® EA. END OF STRAP. • ' ' 4-+ � L0 NAILS ® b” O.G. 6 LOCATIONS NOTED NAILS ® 6 O.G. d / '• 4 • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED GEILIN6 JOIST LAPS OVER PARTITIONS(FACE-NAIL) q-16d COMMON EACH LAP c N 10" O.G. IF BLOCKED ON PLANS 10 O.G. IF BLOCKED ~'s �� / Q O CORNER POST CORNER P05T -�_ FOR ROOF SLOPES UNDER 5:12 WITH G.J. G.TIES �, 5.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO `-". ROOF 5PAN5 OF 24' OR GREATER, TIGHTLY BOND THE END OF THE NAIL TO A 010"ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-003 PER TIE "SIMPSON" HD05 USE 4 8 d COMMON NAILS ® GRAPHIC BELOW) HOLDOWN ANCHOR® EA. END OF 57RAP FOR ROOF N b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOGKIN& TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END SECTION 12.4-PLACEMENT OF NAILS d SPIKES d TABLE LOCATIONS NOTED a SLOPES OF 5:12 AND GREATER. OR.4-1. ON PLANS RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END G °e aFCONNECTION BI 4 B2 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING HOLDOWN INSTALLATION OPTIONS: CONNECTION: FOR NEW P. GONG. FOUND.'s -„"' ° ° ° FOR STRAP - 3 P d COMMON NAILS ® E32 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT HOLDOWN CAST IN PLACE w/WWW THREADED ROD / EA. END OF STRAP: U •— FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s •. •. sly WHEN IN TOWN OF 15LIF OR NAILING I TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE • n , '. '7/5"4) THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE GEOMETRY EXCEEDS THAT PERMITTED IN D CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY ---� X E3 I MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. - t , m ADHESIVE), 8 FOR TEMP.'S O°F-40"F USE "SIMPSON" AT I 51MF50N # H2A (OR EQUAL) RAFTER TIE T 1 1 1 (HIGH STRENGTH ACRYLIC, ADHESIVE) �� HEADER TO HEADER (PAGE-NAIL) Ibd COMMON I6" O.G. ALONG EDGES • FOR, FOR TOENAILING - 3 8 d COMMON NAILS "``- --�-- R EXIST. /NEW G.M.U. (GONG. BLOCK) FILL TOP 2 COURSES SOLID d CAST IN PLACE HOEDOWN USE SAME TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD w/'1/5"O THREADED ROD CONNECTION """ --• ��"" FOR G.J. TO R.R. - q16 d COMMON NAILS r , REQUIREMENTS FOR ----... - BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-Ibd COMMON 12 PER FOOT V c RA15ED C-J's(WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) APPLICABLE) FOR EA. c1LATE TO STUD ABOVE 8 OR BELOW HOL.DOWN 'G' HOL.DOWN 'D' _2 _16_d COMMON NAILS FOR c..j. To G.J. - q 16 d COMMON NAILS FLOOR FRAMINO .— < RN � EXIST. W " � FOUNDATIONS FOUNDATION FOR NEWLY POURED CONNECTION GI C,2 • J015T TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-ad COMMON PER JOIST (� FOUNDATION ® ONE STORY ONLY • �+•� (3) 2x FULL ENDALL HEIGHT STUD CORNER STUD BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END Q CONNECTED TO BLOGKIN6 TO JOIST (TOE-NAIL) 2-5d COMMON EACH END "SIMPSON" HDQS TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY HOLDOWN ANCHOR ® 2-I6d COMMON (3) 2x FULL • C,2 --- - TO STUD CONNECTION: BLOCKING To BILL or 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. HEIGHT STUD • _ o TOP PLATE (TOE-NAIL) ON PLANS O.G. IF BLOCKED CORNER POST G I FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST C NAILS ® EA. END OF STRAP J015T ON LEDGER To BEAM (TOE-NAIL) 3-bd COMMON PER JOIST ° I FOR EA. PLATE TO STUD ABOVE 6 OR 2-I6d G N o E BELOW - 2 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER J015T NAILS ® O. . :` [ -----~~ BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON 1 PER FOOT ROOF SHEATH I NO STRUCTURAL PANELS: INTERIOR ZONE 5d COMMON 6" EDGE / 12" FIELD a "51MPSON" ST D14RJ GONNEGTI ON D I D2 SOLID PERIMETER EDGE ZONE s 5d COMMON 6" EDGE /6" FIELD HOLDOWa EA.BAY N INSTALLATION OPTIONS: NG GABLE ENDWALL RAKE OR RAKE TRU55 w/ 5d COMMON 4" O.G. • EA. FOR NEW P. CONIC. UP TO q" RAKE OVERHANG FOUND.'s --"" w HOLDOWN CAST IN PLACE w/-t/5"m THREADED ROD ~^�� .' GE I L I NO SHEATHING FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s AT STUD TO FLOOR ASSEMBLY TO SILL o -1/5"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLA7E(5) CONNECTION: D2 CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY D 1/2" MIN. - ----- - GYPSUM WALLBOARD 5d COOLERS -1" EDGE / 10" FIELD ADHESIVE), 4 FOR TEMP.'S O0F-40°F USE "51MP5ON" AT CORNER FOR STRAP - 3 8 d COMMON NAILS ® EA. 1 Z (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REP!, " 4 END OF STRAP (WRAP STRAP UNDER BILL PL) ( g SPECIFIED ON D I A FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE • U FILL TOP 2 COURSES SOLID 4 CA5T IN PLACE HOLDOWN o o FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - ; O w/7/5"N THREADED ROD _2 _I6_ d COMMON NAILS I STRUCTURAL PANELS 5d COMMON 6" EDGE / 12" FIELD z O ° ALTERNATE CONFIGURATION - ABOVE STUD TOGYPSUM WALLBOARD 5d COOLERS '7" EDGE / 10" FIELD v e e FLOOR CONNECTION w/ # LPT4 SIMPSON (OR STRAP w/(3) z NAIL N O/S TRA F F I N O @ Vel I N D O Jul/DOOR H E A D E R `' e ° STANDARD/ALTEE RNATEQUAL) ® PLATFORM TO SILL PLATES __. "'�`-,. " OF EAI STRAP TOS N USE FLOOR SHEATH I NO (SUBFLOOR) 0 0 ALTERNATE NOTATION: SIMPSON H2.5A) U U A - NUMBER OF bd NAILS ® EA. END OF STRAPPING(2018 WFGM, TABLE 51,P. 1501) GONNEGTION E STRUCTURAL PANELS: w ..._•-•-"' I" or LESS: 8d COMMON 6" EDGE / 12" FIELD � � B -NUMBER OF 51 LL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 3.235,P. 2011) » -~ '"„„ GREATER THAN I”: IOd COMMON 6" EDGE / 12" FIELD G - NUMBER OF FULL HE16HT KIN& STUDS ® EA. SIDE OF HEADER(2015 WFGM,TABLE 3.230,P. 2012; ALTERNATE AS PER TABLE 3.23D,P. 2013) „•„. --~„'"”„ ; 0 D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE """„„ • 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. w A D (2015 PC-CM,TABLE 31,P. 1501) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL 5HEATHIN6 NAILING IS REDUCED. Q c E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2015 WFGM,TABLE 3.22F,F. 255) ° PLATE(5) CONNECTION FOR EXAMPLE, IF WALL 5HEATHIN6 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER 0 G F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) m EA. SIDE a a e SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 3.5,P. Iql) e° a °a ° a e SLAB ON GRADE APPLIGATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. e PROJECT: B e e ° ° ° °a 2 - WHEN WALL 5HEATHIN6 I5 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF FOR STRAP - 3 8 d COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. ° END OF STRAP (WRAP STRAP UNDER SILL PL.) s - FOR ROOF 5HEATHIN6 WITHIN 4' OF THE PERIMETER EDGE OF THE OF, INCLUDING .4 ON EACH F FASTENING SCHEDULE B ``'---". �� e° a° ° e e°d e $ e USED.ED OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE MUD D ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ` (IN ACCORDANCE WITH WOOD FOR EA. PLATE TO STUD ABOVE 8 OR BELOW FRAME CONSTRUCTION MANUAL 2018 EDITION) �""--.. d COMMON NAILS RESIDENCE A NOTATION ROUGH P' B G D E F G OPN6 900 PRIVATE ROAD #26 2'-0" 2 1 1 I 1 1 SOUTHOLD, N.Y. 11971 4'-0" 4 1 2 2 2 2 SFL I C I NO OF 70F FLATS GABLE ENDWALL PROVIDE (2) 2"xIO" HDR (MIN) U.O.N. V-o" 5 1 5 5 5 5 BRA CINO/STRAPPING DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"xb" (MIN.) TOP PLATE BLOCKING 2 FOR RAKES I2"OR HOLDOWN, ANCHOR BOLT, E-55 7 2 5 4 4 4 }-- SPLICE BAY5 BACK® LINO PROVIDE STRAPPING, & NAILING DETAILS �� TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS 4'-0" O.G. TO LAGHEIVE RAKE O.H. FOR WIND - EXPOSURES B4C - FOR WIND - EXPOSURES B40 - ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM SPLICE''",4 BUILDING MINIMUM SPLICE'"14 DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(3) PAGE: 5d NAILS EA. END 12'-O" 2'-0"/2'-6" 12'-0" 3'-O" OF EA. STRAP ANGHOR BOLT SFEOIFIGAT ONS I6-0" 3'-0"/3'-q" I6'-0" 4'-O" ATTIC, G-003m00 20'-0" 4'-O"/5'-O" 20'-0" 5'-0" b"-12" SPECIFICATION (2018 WFGM TABLES 5.2A 4 5.25, P. 15'7-160) BLOCKING 2 BAYS — GORNER 301. 24'-O" 4'-0"/5'-0" 24'-O" 6'-O" BACK® 4'-0" o.c. DATE: 12/08/23 3 OF 15 CONDITION FOR ALL STRUCTURES: . • , , 5/b",P ANCHOR BOLTS ® 31-1" O.G. 25'-0" 5'-o"/b'-3" 28'-0" -1'-0" iv11 11 11 11 5:21-011 b-O /T-b 5:21-011 bl-01, SECOND FLOOR 0 36'-0" 71-011/5'-q" 36'-0" q'-O" NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION U51N5 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE I. MIN. "i" EMBEDMENT INTO CONCRETE LENGTHS,THE NAIL SPADING SHALL BE REDUCED IN ORDER TO 40'-0" 5'-0"/10'-0" " " 40'-0ill-Oil $LOCKING 2 BAYS • PROVIDE AN EQUIVALENT NUMBER OF NAILS BACK m 4'-0" O.G. END w/ 3" SQUARE WASHERS AND END NUT SETUP; 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. d FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-6" 50'-O" 13'-O" CONDITION IN EXPOSURE B TYP.STRAP w/(3) iv TOP TWO COURSES 50LID bd NAILS EA. END ' 3.TABULATED SPLICE LENGTHS ARE BASED ON 5 FOOT WALL 60'-O" 12'-O"/15'-O" 60'-0" Ib'-o" OF EA. STRAP m 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEI6HT5 FOR OTHER WALL HEI&HT5,H,THE TABULATED UNIT PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS LATERAL LOADS FOR ALTERNATIVELBE NALL HEI.IPLIED BY GHT5 MULTIPLY THE ABOVE '7o'-O" 14'-O" -i0'-O" iq'_p FIRST FLOOR NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN b" 4 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 1 11 1 1I 80-O I6-O 80-O 22-O11 FROM ENDS AND CORNERS (TWO ® CORNERS) W WALL- 1.125 (SEE DIAGRAM TO LEFT) 10'WALL- 1.25 - W WALL- 1.3'75 BLOGKIN&2 BAYS 12'WALL- IS THIS COLUMN w/MULTIPLIER BACK® 4'-O" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS FOR 10'-O"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING ORAPHIG5 CONTINUOUS BUILT-UP G IRDERS, 5 OR MORE SUPPORTS (THAT EXCEED FRAMING 5TANDARD5, IT IS REOV FOR FRAMER TO HAVE A F I REBL_OGK I N0 FOR PLATFORM HOOD FRAM NO WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY RE(Su1REMENrs: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) a AND ALL RELEVANT PORTIONS OF THE RE51DENTIAL CODE) BETWEEN 1/6 CONNECTION a 1/4 OF A \ WHEN GIRDERS MADE UP OF JOISTS NAILED Q DESCRIPTION TOGETHER 51DE BY 51DE ARE CONTINUOUS OVER O BLOCKING UNDER LOAD BEARING WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES MAX.32" LOCATED BETY^EEN ONE SIXTH AND ONE QUARTER Lu AS FIRE-STOPPING. Lu NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROWS lod NAILS• 12°O.C. � THE SPAN LENGTH FROM AN INTERMEDIATE J m 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST STUDS STUD B (3)ROWS IOd NAILS o 12"O.C. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPING. 5U5FLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q I4-1 F N 5UBFLOOR C (2)ROWS 1/2•A BOLTS a 12"O.G.5TA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE DBL,• ENDS TWO-PIECE PLATE SERVE AS FIRE5TOPPIN6. O V) 50LE PLATE BUILT UP 61RDER P MAX.32" NAILING: p SOLE PLATE D (2)ROWS 1/2" 4)BOLTS a 16"O.G. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE r. O E (2)Rows 1/2"0 BOLTS• 24"O.C. SIDE WITH 10d NAILS, TWO NEAR EACH END OF J015T SERVES A5 FIRESTOPPIN6. (� BETWEEN I/6 EACH PIECE, 07HER5 STAGGERED WITH A DISTANCE zj 5. FIRE5TOPPING SHALL BE 2 INCHES OF WOOD BLOGKIN6 p C Z O F (2)RON5 5-3/6"TRU55LOCK SCRENS• 12"O.C. a 1/4 OF A OF 16 INCHES B=TWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. '— SGREWED ON(I)SIDE of MEMBER co LINE; OR OIRDE?5 ARE TO BE NAILED FROM EACH 6 (2)ROWS 3-3/6"TRUSSLOCK SCREWS• 16"O.c. P' SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE N SCREWm oN'. SIDE OF MEMBER AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN 0 .N JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32 JOISTS SERVE AS FIRESTOPPIN6. p H (2)ROWS 5-51W N(1) IPE or ME SCREWS m 24•O.C. BETWEEN NAILS IN A HORIZONTAL LINE. J` Q +-' JOIST SCREWED ON(U SIDE OF MEMBER +-+ � MAXIMUM OFFSET (2)Rows 5"TRUSSLOGK SCREWS• I2"OG. THREE-PIECE 7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND p N CB BUILT UP&IRDER MAX.32" THREE-PIECE ORDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS O JOIST DEPTH,d 5GREWED ON BOTH SIDE OF MEMBER P Q 0 MATCHED SIZE OF BLOCKING NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRE5TOPPIN6. (2)Rows 5"TRU55LOGK SCREWS• 16"O.C. PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 4 — UNDER 3 8. THE HEADER SERVES AS FIRE-STOPPING. UNDER NON-LOAD BEARIN FIRESTOPPING AND K P�GREWED ON BOTH SIDE OF MEMBER PARTITIONS ® 52" O.G. BLOGKIN6 SUD OTHERS 5TAOOERED w/ A DISTANCE OF NOT MORE (scRE�D oN BOTMLSE oFBREVIS ER4"O.C. aE/4�oFNA6 THAN 32" BETWEEN NAILS IN A HORIZONTAL LINE. DOUBLE PLATE L q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO GE I L I NO BRAG I NG P FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS STRINGER TO SERVE AS FIRESTOPPIN6. CANTILEVERED FLOOR 1.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 6"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR 3 CONNECTION PATTERN'B'WHEN IO' OR LARGER p FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN SGRENIN6 OR NAILIN6 FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENER5 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH LE PLATE &ABLE END P 51RDER5 ARE TO BE SECURELY ANCHORED TO I FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF SUBFLOOR 2"x E CONTINUOUS TRUSS MASONRY PIERS, NAILED TO WOOD POSTS OR THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 LATERAL BRACE m b'O.G. BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-5TOPPIN6 SHALL BE U BAND JOIST 2) 10d NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL NA I L_ I NCS PATTERNS FOR SID LsOAD D BAMS (i e . L_US BAMS) PLATFORM FRAME GONSTRUGTION SHRINKAGE , THE INTERIOR FINISH. PLASTER GEILIN6 V N W NONCOMBUSTIBLEIBLE LATH,EXTENDING TO CHIMNEY FACES,WILL SERVE lo)6d -LOCATIONS REQUIRUN6 FIRESTOPPING- NAILS AS FIRE5TOPPIN6. ■ FIRE- FIRE- MOOD FIRE5TOPPING FIRESTOPPING STOPPING STOPPING FIRE- FIRE- BOLE FA5TENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING 5TOPPIN0 MULTIPLE-PIECE MEMBERS JOIST * Sol COOLER NAILS• 10" O.G. NAILED� BOLTED' IIT N VERTICAL 2"x4 BLOCK NAILED TO EA.BRACE 2 ROWS Ibd S ROWS Ibd Z ROY'L° K' 2 ROWS ROWS 2 15' Xs z`,`'..e` FIRESTOPPIN6 WHEN A., COVERING 19 APPLIED BLOCKING, w/(4) IOd NAILS eorn"1oN eoMNeoN ears•2a• BOLTS BOLTS y �, e 12'04.' O 12'oz., O.o.STA5.11 1 a 12"O.G. a 6"O.G. TO UNDERSIDE of •�' STUD 20 a. STRAP �,.. GYPSUM BOA g TWO ROWS 12"O.G. THREE ROWS 12"O.G. LOCATION I LOCATION 2 LOCATION 3JOISTS V ! DOUBLE PLATE * 5d COOLER NAILS m l0" °O.G. (10) 6d NAIL BEAM SELECTION w/ STD. NAILING ° ° ° ° ° ° ° LOCATION 4 NOTE: ENDWALL S AS NOTED IN NOTES '7 4 8 * * s ALTERNATE W NONCOMBUSTIBLE Q JOIST SHALL BE LOCATED DIRECTLY . ° ° ° ° FIRESroPPIN6 LOCATION 1 DENOTES ALT.FOR USE OF DRYWALL SCREWS SOLE WOOD FIRE5TOPPIN6 OVER 5TUD5,UNLE55 TOP PLATE 15 4"a EDGE/12"• FIELD FULLY BLOCKED I.TOP AND BOTTOM Rows SHOULD BE 2•FROM EDGES DESIGNED TO CARRY THE LOAD SCREWS#6 - V4"TYPE w OR 5 FIRESTOPPING LOCATION 5 LOCATION 6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.5TA56ERED TWO ROWS 6"O.G. FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUSH THE FULL INTERIOR STUD DETAIL M41C MM OF 11-112 MEMBER.USE WASHERS UNDER HEAD AND NIT' O O O C O 0 0 0 0 0 OVERLAID ROOF e.STAGGER EACH ROW OF FASTENERS BY 12'. O O O O O O O O O 2'SPADE NOT ATTACHMENT (9) VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH BIDE. � � To BE FILLED ® NONGOMBUS�LE IIRRCSTOPPING S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WLO APPLIED ADB ARE APP IED TO FIRE5TOPPING APPROX.I BOTH SIDE OF THE MEMBER 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6'O.G.OR TRIPLED \, FOR 4"O.G.NAIL SPACING. LOCATION 7 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING W/ T.2 ROWS OF Ibd COMMON NAILS 02"o.GJ FOR DEPTHS 12"OR LESS FIRESTOPPINI6 - 4 bd NAILS LOCATION 8 LOCATION q O EA.END O R.R. b.5 ROWS of Ibd COMMON NAILS 02"o.GJ FOR DEPTHS OF I4",16"4 16'. LOCATION 10 FULL WIDTH 2" BLOCKIN ZO H 0 GON57RUG71 ON DETAIL=S I$ WIND LOAD PATH CONNECTION DETAILS TOP PLATE DRILL 2"0 INTO ROOF NOT TO SCALE G INSTL. INTERSECTION DETAIL DECK FOR STRAPPIN - xIST.oRNEw NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 Iod w Q NTINUOUS LOWER TOE NAIL NOTED CONT.BLOCKING Q Tom'PLATE SPIKED TO R.R.'a a AL1&N NEN d EX. N R.R.A5 SHOWN KING STUDS z Lu PLAN VIEW U NOTE: SIMILAR SEED' WOOD JO I S WOOD JO I CRIPPLE STUD a ROOF,R.R. IN LINE z O BLOCKING0 JOIST HANOE HEADER GENERAL REGQU I REMENTS FOR GENERAL REOU I REMENTS FOR z INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS G I RDER/HEADE z � z JACK STUDS U U WOOD O I RDER WOOD JOIST MAIN MEMBER � rl M N 010, JOIST FRAM I NO OVER WOOD OI RDER JOIST FRAM I NO FLUSH WITH O I RDER/HEADER TYP I GAL HEADER CONNECTION c I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: DIAM.x 5 APPROX. 30* w/THE MAIN MEMBER $ STARTED APPROX. I. NAILS SHALL BE DRIVEN PERPENDICULAR TO )6 THE LENGTH OF THE NAIL FROM THE MEMBER END, THE MEMBER, STRAIGHT THROUGH AND BENT OVER AS SHOWN ABOVE MUD D A MIN. OF (5) NAIL DIAM.'S AT A a0* ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RESIDENCE MEMBER,FOR TH15 APPLICATION,SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER 3BETINAVOID STALLED IFLITTINO,No MORE 714AN 2 TOE NAILS SHALL N EA. SIDE OF A RAFTER OR GEILIN6 OST WALL STUD WALL STUD HHEN FASTENED TO A 2"x4" TOP PLATE R 5 TOE N EA. 51DE WHEN FASTENED TO A 2'x6" OOP PLATE.AILS BOTTOM PLAT BOTTOM PLAT 900 PRIVATE ROAD #26 BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST TOP PLATE SOUTHOLD, N.Y. 11971 GH I M. CHASE 5ECUR I NG @ STD. 51DE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (51M. a CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARI NO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION H/STUDS TO ATTIC FLOOR $ BLK'G TO R/L SIDES w/STRAPPING 70 R/L SIDES) tD IL O PAGE: TOP PLATE ® SHIM. CHASE WALL NIND RE�15TANT C.,ON57RU/ 7ON C NNE(f/TORS U G 004m CONNECTION LO0A710N: PART NUMBER: NOTES: - 00 RIDOE-TO-RAFTERS 0520 @ 21" APPLY TO EACH PAIR OF RAFTERS 4 _ W a RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER az DATE: 12/08/23 4 OF 15 RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER ROOF LL u REa'D BLOCKING • PAT - - G520 18" TO ALIGN w/STRAPPING d a L E TO WALL STUD APPLY TO EACH WALL STUD o EA. LEVELAtu BOVE w 0 THE FIRST FL. ® z w 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 @ 36" APPLY TO EACH WALL STUD FLOOR/GL6. ® O HEADER-TO-JACK STUD 0520 © 12" APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOW`4 ANCHOR SSTB16 APPLY TO EACH SIDEWALL END IST. FLOOR-UNDER-SILL PLATE 0520 WRAP UNDER DOUBLE SILL PLATE SIDE VIEW PLAN VIEW (USE WITH 5" 5GUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER HIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S REGOMEVDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. C ENEAL. 5%I'1','tE30L. <E)"" : _ EXISTING TO BE DEMOLISHED KEW PARTIAL HEIGHT WOOD FRAME (L.O. 5TL. a Q WHEN APPLICABLE) p EXISTING TO REMAIN NEW WOOD FRAME (L.O. NEW FOUNDATION WALL J C6 5TL. WHEN APPLICABLE) Q � NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL W � ul) N WOOD FRAME (L.G. 5TL. POST FOR 4" ALLS 0 w 0 WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL -0 � P05T FOR 6" WALLS), U.O.N. 'i 0Y C9 NEW 2-HR FIRE RATED WOOD FRAME (L.O. STL. •— 0 O Z cu WHEN APPLICABLE) a 2 :3 N O O 4-J1 O (.0 4-J N ca In Q O dJ L2' rn I._o.. OUTLINE OF DECK ABOVE; — — — — — gtu PROVIDE IXIO" RIBBON BOARD — — — — — — — — — — — CONTINUOUSLY AROUND Dow — — — — — — — — — — — — — — b" X 6" P05T ON 12" SONOTUBE W/POURED — _ — — _ — _ -- — — _ — CONCRETE FOOTING U 201, X a — — — — — — — — — — — •°• - = 0 _ = © C = ® A-4o I (TYPICAL DECK FOOTINGS) • J L J L — J 2-2x10" AGQ 61RDER L J L — 4—J W _ 2x8" AGQ LEDGER BOLTED TO HOUSE FRAME WITH 5" DowO f I "LED&ERLOK" 50REW5 ® 16" O.G.; ct-mj I I HANG D.J. FROM LEDGER ITH;n r STYPIGALN ALLDEGK AREAS dJ CONNECTOR PROVIDE N (TYP.N PHD5 � — HOLDDOWN (TVP. 2) — — — — — — — — - _ — — — — — -- _ — - — — ANCHORS AT ALL CORNERS — — — — m - - .• Q THROUGHOUT 0) FIBERGLASSDRYWELL I I nO - - - - - - - - - - - - - - — — —• — — — — 4 — - - - - - - - - � �/� W/ STEEL REINFORCING; _ OUTLINE OF 4" WASTELINE OUTLINE OF 4 WA5TELINE I (� PROVIDE 4 P.G. SLAB, PITCHED WITH DRAIN ® I " DIAMETER ANCHOR BOLTS LL LOCATION OF WOOD Q 4'-0" LOCATION OF W/1" MIN. DEPTH ® 48' O.G. STOVE ABOVE;DOUBLE WASTE EXIT W/MIN. 3"X3"xj" WASHER ® PLATE •. - JOISTS AS NEEDED d I DOUBLE JOI5T5 UNDER 3 " DIAMETER STEEL =N UNDER A-301 I I 3 68 ALL PARTITIONS RUNNIN611 LALLY O �j MASONRY FLOOR -.__-..-.._-... .._............_....` N O 6 - - - - - FOUNDATION WALL LEGEND: TA1 I UP I LOCATIONS OF PARALLEL (TVP. ALL A S) 24"x24 x 2" I POURED - I DRAINS ABOVE CONCRETE FOOTING, I� = N I I I W POURED CONCRETE FOUNDATION WALL TYR ALL SHOWN I, ! , „ WITH KEYWAY d 1'-4" X 8" FOOTING;PROVIDE �' I I I 8 `�'2 8-IV2 8-q�2' 8-�2 8-`�2 s a-�2 8-`�'2 I _ _ 2- #4 REBAR WITHIN FOOTING. 8'-0" WALL HEIGHT; DAMP PROOF PERIMETER OF ALL AREAS 4 I I I UTTTT�L�'i� -1 F- 3- II " LYL r F I m I2 I = _ _ _ _ — — _ i2" m I - - �— - DRO ED GIRDER = = I - — - b" POURED CONCRETE FOUNDATION WALL L +� I L -1 L - -1 �' — J L J I WITH KEYWAY $ I'-4" X 8" FOOTING;PROVIDE PROVID BRIDGING - MINIMUM 5'-0" BETLOW GRADE FOOTING DEPTH + I I THROU OUT ENTIRE -g - - - , Q Q FLOOR SYS M,5'-0" O.G.;J" T45 PLYk, Q L �9 VIDE AM POURED CONCRETE I I I I SM/O�GO ABOVE 6L DD SGEREWEDATHINO �OUNDAEON PWALiL�SIZE N _ — - 8" POURED CONCRETE FOUNDATION WALL ENTRY STAIRS — I NEW AS REQUIRED d TAR ALL �-7�'�';,'� w/ I-4" X 8 FOOTING 3-O" BELOW GRADE; I I I 1 mn O SIDES (TVP. BOTH ENDS) I MASONRY STER ON FACE �VE BASEMENT oR,60E; SHH LUEONE TOP OR AL 1N1,655.1 SOFT.NUMBER OF TREDS TO BE VERIFIED IN FIELD BASED I 0UP UNHEATED,INHABITABLE I FRAMING NOTES: w ON EXISTIN6 GRADE I 12 <- - 8'-O"HEIGHT TO UNDERSIDE OF r — N H• bow" N 1- q (V ® JOISTS I 2�O -7 DOUBLE JOISTS UNDER ALL PARTITIONS p AREA FOR I �O \ A-4ol u" 11 - RUNNING PARALLEL a - - tr U) -1 PROVIDE BRID61N6 THROUGHOUT ENTIRE MECHANICAL W L — -� m V I I FLOOR SYSTEM,8'-0"o.c. N - I I EQUIPMENT m V FLUSH DOUBLE JOISTS 4" POURED CONCRETE SLAB O °T46 PLYWOOD SHEATHING ABOVE TO Z ON COMPACTED FILL - ALL 0 =�7 I I BE GLUED and SCREWED w Q AREAS OF BASEMENT ~- I I BASEMENT WIN}�ABOVE T A MINIMUM U® OF 2EE �IN 4"POURED CONCRETE SLAB ON COMPACT FILL O I u- PROVIDE R-19 BATT INSULATION TO UNDER O 4" P.G. SLAB SIDE OF SUBFLOOR;COMPLETE w/8"ROXUL FIRE Z BARRIER INSULATION O ELECTRICAL II II i I W LOCATION OF NEW I 4 w PANEL WATER SERVICE AI Z �U SEMEN L — — — — — — 3420 BAT — — — J - - - - - - - - - - - - - - - - - - - - - - = - - - - - - - - - - - �• I - - - - - - 4 _ - - - - - - - - - - - - - a �JJ 6 � � 6 = =ry A-401 10 I N A-4ol iv Q I UNEXCAVATED ( LW- O I I I D e�•i PROV. EPDXIED *4 STEEL Irc, . REBAR HORIZONTAL ® 12" O.G. --------__ - - - -- - --w I I STEP FOOTINGS WITH — —' — — — — — — — — — — — — — — A-302 I I m INTO FOUNDATION WALL 4 ALL PROJECT: WALLS INTO GARAGE AREAS OF ABUTTINv WALL5 WITH FOOTIN65 L — — — — — — — — — — — — — — 4" POURED CONCRETE SLAB ON COMPACTED FILL WITHD MUD D LOWER FOUNDATION WALL W.W.M. 6 X 6 / 10 X 10 _ HEIGHT AT DOOR OPENIN65I I EAUGE WIRESTAIR CHEEKS $ R ES I D E N C E I I I I o • ' I I TO RLL LEVEL INO I&RADE UNDERIN ASIRED NEW Q PATIO;COMPACT AGGORDIN6LY 900 PRIVATE ROAD #26 "0AIAGER I I BEFORE POURING ?ORCH SLAB SOUTHOLD, N.Y. 11971 A-40I " POURED SLAB ON COMPACTED FILL WIT W.W.M. 6x6 / IOxIO &AU&E DRAWING TITLE: WIRE (TYP. ALL AREAS I I WITHIN &ARA6E) I I m I • . I I i — PROPOSED FOUNDATION PLAN PITCH FLOOR _....._......... PAGE: A-302 A-101. 01 HHQD HOLD DOWN • ' EACH SIDE OF DOOR �-4 DATE: 12/08/23 5 OF 15 0 0 20'-0" 24'-0" PROPOSED FOUNDATION FLAN 11-780.1 S.F. GIROSS AREA 50ALE: 1/4" = 1'-0" O NAL 5Y�f50L <E"*r : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT a WOOD FRAME (L.O. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) Lu NEW WOOD FRAME (L.O. NEW FOUNDATION WALL W STL. WHEN APPLICABLE) J (y) 4-1 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL ci E tV WOOD FRAME (L.O. 5TL. ® POST FOR 4 WALL5 _5 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O � _ m _ O P05T FOR 6" WALL5), U.O.N. NEW 2-HR FIRE RATED i WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) CL C :3 N O 0 t CO +� � O ul) Q 0 � O 3' 46'-0' D 15'-IjY2° 16'-6" 70 N _✓ M ' U N NEW - now /r ._ DECK \` Z75 345.0 SQ.FT. (5) 2x PO5T WITHIN WALL UNDER HEADER I LOCATED IN ATTIC THERMATRU ENTRY DOO Q s� NEW MASTER 28'70 7777777 ry BEDROOMF , 5TAZONARY STATIONARY 231.3 SQ.FT. O 14.6%L16HT %Z - 1 (seas VENT m O z 2'-6"x7'-O" DOOR I 3" SUPPORT Z °Y PANEL HUN& ON I I MULLION, TYP. TRACK; NEW WALK-IN j WALL LEGEND: 0 24.70 TRIM GL. GONSTRUG POST w/ OPENING 55.5 SQ.FT. I 2x10, HOLL W GORE I I BLUESTONE OR B WRAP w Ix SAWN EQUAL HEARTH NEW CONSTRUCTION 11'-sy2" SMO 2 X 6„ WSTUD FRAME EXTERIOR ALLS, — _ R-21 BATT IN5ULATION WITHIN FRAMING, " PLYWOOD SHEATHING ON EXTERIOR, HOUSE 8'2” 3'-3" O I'-I 2" 0° OO WRAP 4 HARDIE SIDING A5 SHOWN;�" GYPSUM O . 2670 BROOM 1 I CAST IRON WOOD r BOARD ON INTERIOR SIDE O O I ------------- -- m O NEW LIVING CLOSET I I p STOVE;SEE SPECS FOR INSTALL 24-10 -3 I 1 ROOM DIRECT VENT TO EXTERIOR 2" X 4" INTERIOR STUD PARTITION, 1 u Q 1 I 322.6 50PT. AS PER MANUFACTURER SPECS; w/ I LAYER �" GYPSUM BOARD ON EACH O R CHIMNEY 4 CLEARANCES AS SIDE;USE M0I5TURE/MOLD RE515TANT NEW MASTER - G A 1 �p V lu I I dJ ® PER CODE p APPLIED MASONRY RAIN SHOWER BATHROOM n m O Q I . VENEER WALL WITHIN BOARD IN KITCHEN,BATH 8 LAUNDRY HEAP 3-4 - _ AREAS 3 USE GEMENT BOARD ON ALL -cv 1 Z 102.01 SOFT. RPGESS D H`fl KITCHEN I I STOVE SURROUND AREAS TO RECEIVE TILE yrs` 4J O REFRI&ERAT R ® 322.8 SOFT. I I — _ — — —. — — ._.._ 2" X 6" STUD FRAME &ARA&E R 211 BATT INSULATION COMMON ETWEEN Z Z — r�� — — — — — — — — — — �- 28'70 N I r � x DOWN III _ ROUGH SAWN 2x4 STUD FRAME RETURN WALL w/ O * — GEILIN6 DETAIL " DRYWALL TO BUILT IN SIDE; a r STUDS +€ ILAYER FIRE RATED DRYWALL 0 ON 6ARAOE SIDE OF WALL FRAMING Q p z cV -. I I Z " DURAROGK w/SEALED a VIDE VINYL PAN IL M ® O m j I JOINTS TO GREAT ROOM SIDE w/CURB;HARD PIPED DRYER VENT TO I I - J EXTERIOR. O 5 EXHAUST TRIMMUP OSM/GOER I (3) 11 �" LVL HEADER, DROPPED `fl Q WRAP w/ Ix 5AWN d CONTINUE .fl � • MAINTAIN 9'-O" GEILIN6 HE16HT THROUGH OUT ALL AREAS OF FAN Q OPENING ry V FIRST FLOOR. DUCTED TO q �_ �_ !4) II " LVL HEADER• FLUSH _ _ — — — — — — — — — — — — — — — — — — — — 0 ALONG WALL OUTSIDE A_40 _ Z • PROVIDE R-36 BATT INSULATION WITHIN GEILIN6 OF MAIN FLOOR AREA. - NEW PWDR. ® 1' J q TECO JOISTS TO HEADER i — 5'-O O • ALL WINDOWS d DOORS TO RECEIVE 3- 2x10 HEADERS ABOVE, UNLESS Iff r r TRIMME • N OTHERWISE NOTED. PROVIDE DOUBLE JACK STUDS BETWEEN ANY PAIR UNLESS O RM BUILT-IN OPEN BANISTER — OPENING Q V STATED OTHERWISE. 5'-7�� 25.2 50 FT. BENCH 4 w �Q SM/GO Z O ui 2470 CURRIES ml" uI. 4'-6"x7'-O" NEyy IL g • 7'-O " WINDOW HEADER HEIGHTS AS FRAMED ABOVE SUBFLOOR. �j N Q Q V TRIMMED FOYER 3070 O Z THERMATRU Q `fl OPENING POCKET �p U NEW DEN _ O O • ANDERSEN 400 SERIES PRE-FINISHED WINDOWS, WHITE EXTERIORS, 1 ENTRY NEW LAUNDRY m O NEW m O 65.6 50.FT. m p U U 9- = MUDROOM 2670 62.0 50PT. WHITE INTERIORS d BETWEEN 6LA55 6RILL5 (J"), 2 OVER 2 STYLE DOOR ROOM `fl O - 14baS LIGHT A5 SHOWN ON ELEVATIONS. 2670 82.6 SOFT. - ® _ `'9 6b.2 SQ.FT. VENT r W d) m 4070 u_ Q - ® THERMATRU - • INTERIOR DOORS TO HAVE 2- 2x6 HEADERS UNLESS OTHERWISE t� BYPASS °N NEW ENTRY DOO NEW 29 PANTRY —_ 50-10 __ M GALLED OUT ON PLAN. _ N • INTERIOR DOORS TO BE PRE-FIN15HED WHITE, PRE-HUNG,SOLID GORE, _ _ _ N 1 GL. i(1 101.0 SQ.FT. W00, BY "REEB",FLUSHWOLDED "CONMIVO" PANEL;HINGES TO BE SQUARE, FLAT BLACK. UPPERS 8 COINER a SQ.FT. „ O • cq- ALL INTERIOR CASINOS TO BE Ix4 w/BAGKBAND;BASE MOULDING GAB. oil p TO BE GARDEN STATE, DG6554. WINDOWS TO RECEIVE j SILL;ALL DOWN 4 ". EXTERIOR DOORS AND WINDOWS TO HAVE Sy x EXTENSION JAMB5 CONSTRUCTED. 2866- \_5 FIXED (FINISH) I PROJECT: • NEW PRE-FINISHED WIDE PLANK WOOD FLOORING THRU-OUT ALL AREAS. PROVIDE 30 MINUTE _ MacH sig TO PORCH A/G % FIRE RATED DOOR WITH O THERMATRU NEW COVERED IA REA OF SELF CLO51NO HINOE5 8 �s ENTRY I _ I PORCH FLAT 1 DOOR 5WEEP DOWN DOOR I26.o Ea-FT. FILING I _ I MUD D 870 PITCHED �v TECO JOISTS G A-5021RESIDENCRAFTERS E (4) 11 LVL FLUSH HEADER HEAT DETECTION '� m � 4 — — — ry_N6x6 ACO PORCH POSTS;WRAP w/ Ix 900 PRIVATE ROAD #26 5AWN MATERIAL,PACKED OUT TO 10 50. „ FIRE RATED g° SOUTHOLD, N.Y. 11971 DRYWALL 2- II �” LVL HEADER GONTINUDUSLY ON Ix &ARAOE 14-6" 6-s" Io-6 AROUND PORCH AREA;WRAP w/SIES. 2x4 STUD DRAWING TITLE: FRAME WALL ABOVE HEADER TO RAFTER PLATES AND WITHIN &ABLE END WALL. _ II 7/6" TJI 560 FJ PROVIDE I" SHEATHING, BOTH SIDES d PROPOSED FIRST FLOOR PLAN 545 51DIN6. ® 12 _ AT " O.G. * 1516�'�ASOVE HOUSEESUBFLOOR N N J NEW 2 GAR `r GARAGE m 574.0 SOFT. ; PAGE: 10'-10"N GEILIN6 HEIGHT Op z_ Q� A-102m0l O� dJ N x13 VI 0 DATE: 12/08/23 6 OF 15 A-302 Ov NOTE: PROVIDE WIRING FOR OVERHEAD 6ARA6E DOOR A5 PER MANUFACTURER SPECIFICATIONS d IN ACCORDANCE WITH THE LL RESIDENTIAL ELECTRICAL CODE OF NEW YORK STATE 4 iV 23' " PROPOSED FIRST FLOOR FLAN 1,'780.1 S.F. HA51TA5LE SFACE; 25512.1 S.F. OROSS AREA 50ALE: 1/4" = P-0" (5ENE A L. 5**%r ' 50L_ <E""r : _ EXISTING TO BE DEMOLISHED TIAL HE15HT WOOFRRAME (L.G STL. Q I` `9 WHEN APPLICABLE) 0 ui EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL W ca 5TL. WHEN APPLICABLE) _I (y) 4-1 NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUCTURAL Q WOOD FRAME (L.G. STL. ® POST FOR 4 WALLS O n Lo WHEN APPLICABLE) (MIN. (2) 2"x6" 5TRUGTURAL P05T FOR 6WIx " ALL5), U.O.N. O NEW 2-HR FIRE RATED WOOD FRAME (L.G. STL. O C Z O WHEN APPLICABLE) a '� I c :3 CV O O t C4 O � Lo O CU cu Q O O W D orn N 46-0" I6'-I•, 7'_jY2" 15'-O" 20'-3)/: " r , - - - - - - - - - - I - - - - - -- - -- - - - — now) v • 5'-5" ER HE16HT j m 4J W I i I I 2x8 GJ 6 I b" OG 1 I ■7'-1 1/8" ABOVE 5UBFLR 1 I I I i � VJ_ _ _. - - .- _ _ - _ ._ ._. _. _ ._ - -- _. _ _ ._ ._ - - - _. L-- I (3) 11 J" LVL HEADER, w/TOP _.._.._..- - - - - - -- - - - - - - - - - 1 4 BOTTOM PLATE,51TTIN5 ON / TEMPERED EORES5 ATTIC 5UBFLOOR d POSTED I IN WALLS BILLOW / 7'-I" HE GHT® WALL VJ I = _ =1 = _ �— _ BUILT-IN La BUILT-IN BENCH SEAT Nfu- I Q NEW / / 1= �� Cj *� I _ i! 0 IL 0 LL I PR IDE INSULATED NEW ATTIC / tt _. _ E _..- _ - -- - - - - - -- - - - F= _ _ _ ._.. NI I I 8'-O" GEILIN6 Q I PA LAS ACCESS ATTIC / INT ATTIC AREA WALL LEGEND: N NEW CONSTRUCTION I N NEW I -�2" -O" 13'-b" I 2x6 STUD FRAME EXTERIOR WALLS, 40'7NEW BYPASS (V BEDROOM q��g R-21 BATT INSULATION, " PLYWOOD SHEATHING ON EXTERIOR,HOUSE WRAP lo - 184b� b'-O" HEIGHT ® WALL " s HARDIE SIDING AS SHOWN;�" 6YP5UM BOARD ON INTERIOR SIDE 2470 1 - - tu U1 - - '7'-0" GEILIN6 2x4 INTERIOR STUD PARTITION, 24"f0 A L_ 1: E!N - Q &-0" GEILIN6 w/ I LAYER I" 6YP5UM BOARD ON EACH lI! 0.r 5M/GO i) GL, Q Q' ICY SIDE;USE MOISTURE/MOLD RE515TANT PLL lo. SOFT NEW u- I BOARD IN BATHS 4 LAUNDRY AREAS 4 U u u a 22.5 SQ.FT. ` BYPASS BEDROOM V USE GEMENT BOARD ON ALL AREAS TO DOWN N A-� BYPASS O �t RECEIVE TILE I 1 O I"10.4 SQ.FT. 1 - > _ _ _ - > 26 i0 5M/CO isba% -7 7�— 2xb STUD FRAME WALL COMMON TO _ � LGLL_ N /_ _ ._ - _ _. _ _-ry _ ._ ._ _ _.._.._ ._ _ _ _ _. _ 8- - - - - - UNFINISHED ATTIC, AREAS; " DRYWALL �Q V= / OC V= V. TO LIVING SPACE SIDE OF FRAMING b I p dJ O j 0 LL 260 O R-21 BATT INSULATION TO UNFINISHED 1 N / Z N _ to V [!] ISM/GO N; w ' 8'-O" CEILING MAINTAIN 8 O" G ILIN6 HEIGfT THROUGH CENTER AREA OF SECOND FLOOR; Qp m ALL OTHER SPACES PITCHED WITH RAFTERS TO PLATE HEI6HT5 SHOWN. (- 4- - - - - GEILIN6 � � ® > �- -1 - - - - W - - - - - - - - -/P� - - - - — - - - "- - - �. � j / O 306 I NEW LOFT 7,-O} GEILIN6 / I PROVIDE R-38 BATT INSULATION WITHIN FLAT CEILING d WITHIN PITCHED Z - o_ r - - - - - - - - - - - _ ._. _. _ _ _ ._.._. _ RAFTERS;USE VENTED BAFFLES IN RAFTERS. / INSULATED DOOR 2043 SQ.FT. p 6'-O" HEIGHT / i ALL WINDOWS TO RECEIVE 3- 2x8 HEADERS ABOVE, UNLESS 1 / 1 w/SWEEP; I 1 N jl� ; OTHERWISE NOTED. PROVIDE DOUBLE JACK STUDS BETWEEN ANY PAIR UNLESS / / I AGGESS TO UNFINISHED i - dJ 1 I I STATED OTHERWISE. p \ AREA 4-2 ® i 15-10 \ . V-5 J" WINDOW HEADER HEI&HT5 AS FRAMED ABOVE SUBFLOOR. FRONT d inz I R-21 BATT IN WALL BACK DORMER WINDOWS TO BE SET AT 6-3" ABOVE SUBFLOOR. DORMER O_ - - - - CEILING _ T _ I COMMON TO ATTIC, HEADERS TO BE 2- 7 J" LVL's INSTALLED TIGHT TO WALL TOP PLATES. N 1 5M/00 I W I :TYPICAL ALL AREAS r tu ! ANDERSEN 400 SERIES PRE-FINISHED WINDOWS,WHITE EXTERIORS, uj z I ATTIC I =u I / (J"), E- � I WHITE INTERIORS d BETWEEN GLASS GRILLS 2 OVER 2 STYLE � N AS SHOWN ON ELEVATIONS. z O O / I 1 I 7'-I" HEIGHT ® WALL I • INTERIOR DOORS TO HAVE 2- 2x8 HEADERS UNLESS OTHERWISE V / / ATTIC \ °NI GALLED OUT ON PLAN. 6-3" HEADER HEIGHTI / INTERIOR DOORS TO BE PRE-FINISHED WHITE, PRE-HUNG, SOLID GORE, 1 1 _ - _ _ _ - _ _ _ _ - _ I = BY "REEB",FLUSHdMOLDED "GONMIVO" PANEL;HINGES TO BE SQUARE, FLAT BLACK. M ALL INTERIOR CASINGS TO BE Ix4 w/BACKBAND;BASE MOULDING TO BE GARDEN STATE, DGB534. WINDOWS TO RECEIVE 54 SILL;ALL w 00 2x8 GJ d I6" OG I EXTERIOR DOORS AND WINDOWS TO HAVE j x EXTENSION JAMBS CONSTRUCTED. N I ®7'-I I/8" ABQVE SUBFLR I NEW PRE-FINISHED WIDE PLANK WOOD FLOORING THRU-OUT ALL AREAS. I I I I I I 1 I i i I i i G PROJECT: 1 I I I..................... ... A-302 MUD D m I I j I I Q I V-5" HEADER HE16HT I L - - - - - - - - - - - - - - - - _ � RESIDENCE j I I I I PITCHED W/ NEW i RAFTER5 go 900 PRIVATE ROAD #26 ATTIC 4 ' 1 1 i Q SOUTHOLD, N.Y. 11971 1 i I i i DRAWING TITLE: i I I i I 1 j PROPOSED SECOND FLOOR PLAN i I i I i I I i i 1 I I i i i 2x8 GJ ® 161, OG I ®7'-I I/8" ABOVE 5U5FLR j I I I I I i 1 I i PAGE: D j I I I A-302A-103m01 ;X. -- --- I I 1 I I I I 12 DATE: 08 23 7 OF 15 I 1 1 I i / / I I I I I I i i 6'-3 R HEIGHT -O)2 24'-0" IS'-10" 20'-2" PROPOSED SEC ON 7 FLOOR PLAN 835,4 S.F. HA E31TABLE SPARGE; 2,5Cl2.1 S.F. OROSS AREA SCALE: I/4" = I'—O" (5ENE AL S*Nrt\ 50L <E`i' : EX15TINO TO BE DEMOLISHED NEW PARTIAL HEIGHT CL WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) LU NEW WOOD FRAME (L.G. NEW FOUNDATION WALL LU cu 5TL. WHEN APPLICABLE) . M 4-1 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Q N � WOOD FRAME (L.G. 5TL. ® POST FOR 4 WALLS %,� � � � WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL O 6� O P05T FOR 6" WALLS), U.O.N. - � C9 NEW 2-HR FIRE RATED i >- WOOD FRAME (L.G. 5TL. WHEN APPLIGABLE) IZ '� I c � N O O }' 6 c- p 4-1 +� N 4--J V) Q O 2 O D" W oM L- N .�J 70 1 Blow U •- „ - . 11 .........,.,p „ ,11 .. .. ,. .,... 11 11.. , 1111 i ". 1111 1111 1111 ...: . 1111 . j ..... . . � 11 1111 1111 ,- - . . . .: 1 . p .. ... .: 1111 1111. 1111.. 1111 _ _1111..: 1111. -.,11,,.1.1-,......... ,,.,.11,11- .,,,,,.............. ............,. ...... i 111 -,---- 1--11- ,-, ., 1111,. ,. ., 11 11._.... - - .,,-.. . 11 11.,...-. .1111:. .,. .,.., .1111 1111, .............................. ................................................... .............................. ........................................... 1 . 1111 ....�.:... .. 1. Imm .11.11, -11 1 ,.1111 . 11 1111 1111. .,. "I ... 1111,__ 1111 1.111..1111. 1111......_.. 1111. ..,,.,. 1111,.,, 1111, 1111._ _...,.._.__,._, 2x10 RR a I6" or,-", 1.1.1.1 2x10 RR ® Ib" OG . . „ . ._ , 11110 : 12 PITCH ., - --. c 10 : 12 PITCH 111111111- - . . ,,,, -1- . .- 1111. .1111, „ ,.....-"', , ...,,,,. .. ..:........... .,,,,..,,...................,,,.,,,,,.,..,.,.,,,,..,,.,-11,.11 ....... .1.,:1:11.,: 1111.. " ,; :11.11,_. .::.'..,.,,.,.,.'.,..1............... .,....:.,:, ,,:::,,,,_,,,:,.,.,,.,.,..,.,.,,,,....:,.::,. .,. .1111,.._. 1111_._.-1111. _ .-1.11.1 _,---.-.._.__...-.._. -1111.._.- 1111................,, ___.___,___.__,_. ,_..._,,., 1111, . I. ,.1 , -, - - 11 -- .-,_,1,11.1 ,, _1, - .. „ _,_..__.. < -7) 11.1 .1111... .. 1.11,1.,. _....... t .. .- 11- 11 11: .. . . ..„ .. .1111,,.. . - - . . ,..'' - ., .,-- .,., ,, .,. , 1111,1 .,.,, .1111.. . 11 11 . 1111.. . . ♦ / _........ ......__.._........__....._........_.... __........__.-. ._...._..._._......... 1111 1111. 1111_..._ 1111 1111.__ 1111.... 1111_-_ _..._........-�.._........._.1111. 1111.... ............... 1111_.1111-...............__ .......,.. 1111 1111_ 1111.... 1111._ 1111_.1111_ 1111_.____.__. _ 1111...1.111.1111_. 1111 1111 1111 1111_. 1111. 1111.1111...._ 1111._... �".:.._.__:��.:. ._.:�c_.:.,._:.: 1111 _____�_�:1.111. �___��.Wc.__._. -_" ".N... ..__-_.__..:______.__-:.____--1111._.. .�._..____ "_ 1111.1111___.._.___.:.._� 1111_.:_._..::_---��_. ._�__.:.�:_.-.�:::�.:�._-�::„...,�a,..,,,,.:-��._�_-:...�_.:�::c_ i 111 .1111 ... _... ..... 1111.... EL 1111. Idalk ___ 1111 _ 1111_. _ _ _, _ ,� __.,.. ... __ .. _ 1111 1111____ 1111 1111 1111_ __.__.____ _._- 1111 1111__ 111.1_,_ 1111. ,_ _ 1111._ 1.111. 1111. -1111__-. - _ 1111__ .,......_..,.1111___ _.,.,,.,,,,., _,..11,._. _ _-_1111_ 1111_. 1111.. 1111._. _1111 ..,- 1. _ � 1111_ „i ... _ . ,_. 1111 .__ 1111__.._ _ ;....w...:: -:. ::.::: :. ........ ........................ �. _....... :..;,..._...;......_...........1.111 ..;.............. 1111 .111 ...:1--:-._.......1111_ I,...,.....- :...... ;..:::.:: ...............:.:....:.. .,.:_..._1 .1:...__:....._ .-_., ;..._..,_.,.:-,...;,.:..:.............,.,.,.,.,.,.....1.,.,:,; ,.,. ._..,_,:,....: ..... 1111 :-_-----_ .- .. . .. . .. .. . ♦ N / .. .. ., .-1 x . . ........................1111. ...._.... .........._...._...............-.....--...._....................-....._.._.-........_ .........,......,.........._............,....,........1111-.......-........._._........ 1111_ :11 1111.__....._.._......._.... ...._.....,...._......._._..-............... ......_._.......,....................,...,..,..-...,.....,-........_..............._..........__...._...-.._......__i_ ...::_.....:.-.....:_:.L....................:....._.......-._...-................:.....:..._............_..........__�--"- "1.1.11..1111.1111 11 11 1111 _-.__.._.....- _..-----_.._._..._._. 1111 .. .1.411.,. ,. . .... ... `: cv _..... -_.......1111..-......_..........-........ -1111.................... _-....-....................................... 1111...1111.._ - 1111 . 1111 ._._..._..._....._... ..._....._._....--..--...._....�-..........-....-...................1111.-......................�..._ RDOF NOTES: 111__1.-_ .1111_ --__--, 1111_ .._...__. ;1111__ 1111_- _. _-.�.._�.,.._,, __.,_,__„_. ,. ,w_e.. 1111_.__--,--- 1111.-____..__-1111_____-- ..-___.__. _- �_-m__ -- _ 1111.1111-., - �... ,_ _ 1111_--_ 11111111____,-- ,-,.._._-. _ .----. 1111 1111__ _________ � ._...,_. _.�.,.,�_.._____. 1111 _ -1111.. - - - GAF ARCHITECTURAL ASPHALT ROOF SHINGLE OVER _ _ 1111 1111__.._ . V .,.,. .. .,, , . .. .. 1111....... -. . , D U V OVER GDX PLYWOO .... . ♦ ]. / .,.,. 1.111. O . . ,.,.,..,,, 1111,......., 1111,.,.. . . .. . . . . O 1111 .. I. 1.11,.,1.-„ . . . SFfEATHIN6 WITH ICE d WEATHER SHIELD AT ALL _-._..�,-1111.. 1111 1111,.. _ _„1111,. 1111, _._1111 . ._ Q- _......_-,_..-, --_,.._._.,_._,..... _1111_ _ 111111111111..,.....,,, 11 11. _ _. _ . - U PERIMETERS AND VALLEYS. _._.._ ...___..____-_.____,..__ -,_._..-,._ 1111.-._..... .._.,.._.. ............. .__,......_.....__..._.__.,. 1111,.._ 1111_ _......___..___._..._..___.._.._.._ .. ._.. .....,.._........_..._........................_.� __....._.........___._............. _.............._. ..._...._..._..._ _....___...... __._....__. ,,..,.__._.._. ,.__................._.._..................._.... ......._........._. ._.._._._,................__._... ...__..._._._..- ....._..._.. 1111._ 2 1111 '" O 12"OVERHANGS AROUND ALL AREAS ...I-- , ,..,,,,.1.1 ....................... .1111_ _ 1111.... 1111_ .1111 Q . .,,.......,.,1-1 . _,., . ..............._ 1111...._ 1111._ ,._......_ ............... 11.11,..... ......,..._... .,.,... . .,. _,.,.,....,,,....,.,.,.,.,.,.,. 1 ._,,,.,,.,..,.............. .................................,_,,,,.,.,.,,,,..,,,.,_,,.,,..,.,.,,_....,,,.,..,.,.,. .,.,.,.,.,.,.,.,.. U -� ® V . . . 1111 1111 ® V: 1. • FLYERS AT SHED DORMER ENDS TO BE b";12"AT ALL .,. 1111 1111.. H 111.:..1. � _ 1111_ �____ - P - 1111__,_. _ 1111 _ M. 1111 1111____„ __..__w: ___.______. 1111 W_._. 1111..: .__,.,._._ 1111_.___ MAIN GABLE ENDS;PORCH FLYERS TO BE 4". - 11.11 -- _ _ 1111..1111..___ 1111____ _ _..:.._._.._...___ -1111.._.111.1. - 1111.... 1111_.. ... ......_... 1111. O. ................... 1111..... 1111-... 1111...-................. 1111 _ ... . ......... _.........._ _........._. 1111... _. _ 1111 _ _ 1111 �..... 1111_ �' ------ --- - - -V a.. 1111-__. - --- _ 1111. . 1111.. ...,.... ar a... 1111 1111 11 --- - � T-"' - -- 111.1. 1111._.♦1111. 1111;1111._ 1111,._„ 1111.,ry.{-11/11..,__„_ �_,. ...UO _ 1111 ... 1111._ a .� � ® � 1111 _ 1111 1111 . . 1111 1111 . PORCH OVERHANG TO BE AS SHOWN ON BUILDING - p._ ..-11--- _ 2,_,_�.-.._11 ,-, .-_ ' 1 - - _,Q " ... . ._. _ 11 11 -. _ ,_1111._ N, . _ ar cV SECTIONS. 1111_,__. .___,_,._.,. 1111_,- ..�. ..m 1111___ v 1111 .__..._._ ________.�. 1111..... 1111 {_1111_____ ...,..... . ... 1111. _ Q ® a 1111,. „ _„ _ ,. . �p U _ - _, „1111 10 1111..,,_.1111. , _„ . 1111. , v .. , , _,. ,,,, I'll, MUDROOM d GARAGE RAFTERS TO SIT ON FIRST FLOOR _.___________1.111.1111..1111 1111. _-1111..-_�. 1111_ 1111..1111_____ ------------- 1 _----____..___-1.111.-.. 1111 1. _ -_....__.__....,._.....................____..._... __._ ....._........_................_........._.._. ,.-1111._.__ _..._.._..,......_. .... _._ ..._............_.........._-.._....--1111-.._.._.._._........ _-..._..........__.... -............ .....,..._...._.,._...,.,...._......_ �. - N ... WALL TOP PLATES. t� _ :. a.. ... .........1111.1.111. o _...,..._...................... ...,.,...,.... 1111.. 1111 1111 ._.,.................. 1111.._ ..-............... IA AND VENTED,VINYL BEADED SOFFITS, ® 1111.. 1111.;.._: ,_..._: -1111:::.. 1111.:.. . 1111 - - - - - - TS,ALL 1111., 1111 ,�_._. 1111.. 1111... __.._.._,,., ♦1111.. ,/ ..A._.,A_ .,._.,..,.._,. .___,_. ..,.,._..,..w... . . 1111... .,.. ......._____-_--..,..,. 1111. 1111.., 1111.. ..______-_____._.�........... 1111 1111.._ 1111_,.._„ ____�,._. _.....,._..__._ 1111_ __..�.__w_-_.,__,._....,.,...,..�.... ,..,.,..._,_, 1111._ 1111 O O .-,., w --1111 1111. ._-.-. __x .,,,___.._.. 1111._,_ 1111. 1111. . 1111_. 1111,.,_ 1111. _� 1111. _ - _ _ry 1. - .. - . I'll, . - - -- .1-1, AREAS. 11 I _- a� .. _ _. - - . - 1111 -. . N (V F;WNOrF NOTE: X................. _-............._ _...:... 1111..... ............ ...........,.,.,....... .1111 1111,...- . 1111::- _......:,..:....1.: ..................1.,.........,_.,...,:.._.,,, ............. __....._. .. . ,. 1111. 1111. ----.1111... ... ........... 1111.. 1111 1111.... 1111... 1111 1111. 1111 1111 1111 ....... .......... 1111 1111 .'r: 1111 1111 . ....... .. . ........ 1111.. 1111. 1111.. "i: . .. . .... .1111..,.._,....:::1.111.1111, ......... 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RUNOFF CALCULATIONS: �.., J 1111 , _.,-_ � ,,,11 _-_ 1,11, ,. a .,,.. ,,,,,,._........ ....._11-.......... 1111..... 1111.,. ....1111.,......... - 1111 ., ..- - II ,.. . _. 111:1,..:_. .,:,. 1- .._ V fA 1.,.111 ,,,.,,1111 1111.' 11... ..................._................. ,.,..,... .1111. ,. _ , _ .�.,.,.. .. ......... ... -._... 1111 1111,. ..,.,... , �. 1111. __.._______._._ __.__.__._ 1. 1111....- ._...__.-.._ 1111. _--._._........ ..........__.__..__ ._.__ - ----I'-_-- _ --I 1111___ ..__. ..____.._, -1111_.. 1111.... _-1111._. .. 230q x .161 x 1.5 = 2882 gallons of runoff _ 1111... 1111. 1111.... .1111. . . ,.-..._._.___-..._....._... _1111 1111.._. . -1111__.. 1111. _ 1111 _ O __ , , _ 1111 1111.. .. 1111..... 1111 ._..,,_______ _____,,.... - -- ­- . 111.1 .. _ 1111._ 1111._ -O , 1111 _ 1111 1111, 1111„ 11 ._,_,.,...- „. -,1111.,,,., ' _ : - „111 ._ --� - - : 1111, .m..�.�:�,�.,,,�,. .__-.,..._- _ 111,1_111 , ,11„11_,_,_ 111.1_„,11..__,11-_,,.... 1.111.-_ -1111,._,-,_.._.-.- 11- _, 111 11 . 11_,,11 ) I'-O" x &'-O" 0 Capacity = 50 gallons 1111_ :__,..__ 1111... 1111 .,_ 1111 �___,_., �� 1111 ® I aait o P y 1111. _ _ 1111,._ 1111-. 1111 ._ _.fl - „1111__., ,_,___,,.___ _m _ _ . _ 1111_ _ _ _.__...__.._..,_ 1111_._.. 1111 _ 1111,.__, ,_-1 1111 --,-__________,._ 1111 __._..__._ 1111...._ __..._ _..__.___... ._..._._, 1111__ 1111 1111_.__ _- /300 = q.b _ 1111, , 11j1,_.__.. 14" LVL RIDGE „ .. 14 LVL RIDGE 14' LVL,RIDGE"1111__ ._______._ 1111___._ - ,11 11 1111 � > 1111 - _ 1111,. _ 1111. - - Runoff Containment Requires: __.......... _11.11. -_.._.......... .... _......_._............__._ 1111 ._.,...___.._.....-1111.. __............_ ._._....______-. ._._._.. 111.1. ._.___.____._ _-1111__1.1.11.__ _ 1111..-_._..__.. ...___._..._.._.___1.111._. .._..__...._ __......_...._.._.._. -._...__..... ,......._ .......__....._.._.__._.. __._... ...__-....._...._......_.._- 1111_... ___......._._..... ._...._.._.1.111.. . -1111_ p I... _.____..._ _ � - - - - - � � - " . ,. 1111 _ 2 e x 8 O � ring OR equal .................... _...._......-1111._.. 1111..� 1111.-............-...........11 - 1111 __.-......._... ..................-........ -1111..-.._.........._......- ........-.........._..................... -1111._-...._....1.111... __...._._........ _.........._.........__._..._-......._.. _...........-......---1111.... ... -............._..............__............_...._..1.111. _...._...._ ) �Q o 1111 _ _ 1111 _....... .. ...... ............ .. _.............. 1111... �....... . .. ....._....._ l p 3 o s � . : = � . , _ .1.1,:.1,:1. 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It N____,_ 1111„__- _--1111__ ___,_,.._._.N 1111. __._.._.. _..__..__._,,.,,,._.,,__._ 1111 �.._. . _.___..__ 1111.._ {1111... ,._,._..,,.,,,,_ 1111.._,_ 1111, ____.._.. 1111 1111__ 1111____ _ _ 1111-. _. ___.__ 1111_ � v . . . z p .. w .: _ 1111_ � 1111, ;_.. .._:_____. -�♦_ .__r... . 11 - - --------- - _..,.... 1111 1111... _ 11 11.. 1111 ..1111.-i / -11. , - - --- r. 1.1. 1111___ _1111.,,,_\ _11,11. ,. _ 1111. -_ . 2 1- /4i....... a x O _. N .. ,.- ,. .. - , ,1111 .. 1111. _ ,_. I 0._.._._.__.._.. _.......... .... ................... ..1.-1__...11., 1111._: 1:--::..,...,..,..,-.11.1:.1... .,. , 11.1.1. N � � z 1111-,,.., ........................ _,..,..,.,.,.,,,,.. _..._..,.__......,.,.._.._.._.,,,._,..,.,._,.,_-.,.,_ _..._-._......-..., -1-11111-1-1-1 _.,.,...,.,.,.,.,.,...,.,...,ll-, ..,,.,,._,,....,,,..__,.. ...._,..,..._,.,,,.,.,.,..,,.,.,.......,.,,.,,,.,_...-...,..-, 11, ..11..11-_I-I:_....._.-.- ._., ...,.....,.._,.,.., ,,,.,,,_...._._._.........-.,.._,,,,.,..,,.,._.__.,_.-,.-....,__, __.,. .___,,-, __..----.,_.,.__,..__..--......._------_.,_,......__..... _____1111.__-,..,. 1_11-1I111. 11.__.. . . . o O ��. . . _ . . , , .,,,. :..,.. J`' .... ...I ... .. L) 0 _1111. ,. _ - 11111.111 .. _ 1111 _1111... 1111 ,. 1111.- -1.1.11,._ 1111.,_ 1111_......._ _, . , .., -. . . .:,:,.... .. ,,.,...,. 1111,_.♦., 1 .,,, 1111, . 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N Q x N _....___..1111_-__-__:....__...__:_.,...... __.__.__. _._._....__...:..___.---._.:._..___._._..._ _. ._...._.-. --1-1-1.--- _.._.....-.___�.....__.._ - _ 1111- _ 11 ........1111--___,_ _...._.................._..____..__..._....._..__.__..._-__.._._. 1111.1.111_. ...... _..__.._-_,___.._,_.,.._____,._-_.__1111. _1111____-___..,..,,__.___-.., -._----..___..______,.__-___..... 11 11...-......_-..__........ 1.111_. _.._..._......,._.__. 1111., . 1111.. .............................. .......-,......... .....,...,.,.,.....,... _......,.,...,.. .,-,*.1,7.......... , _, 1111.1111_..- 1111,.. _, - 1111___ _ 1111__..-___....___.._..._._.._ - - 1. _,. 1.111_�..,........ 1111 i m:-:-:1111..:: 1111._. „:� .�.:::. _ _- 1111 ..- - _- 1.1.11 -_ �. 1111 _ 11 11-..,,.- - _...-_....- 2x10 RR a 16" OG _ 2x10 RR a 16" OG : 1111-._.11 "_ /+ 1111. 1111_ _...10; : 12 PITCH ................... ........_................_.......... ._..,,.,...�...-10 : 12 PITCH_........_,..._........,._. PROJECT: m:_2x10 RR® I6 OG-., . --_w:.._- . 1111_._. 1111._ 1111_ 1111_ 1111_. 1111____-1111_. 1111__- _1111,_ , 1111 _„ 11-11.._ _ _ 1111_-____.,._ _.,..,_.,-,-.-,-,-. 11 1111____ -,11,__ _ 1111 _1111 1111_ _..____.____.__..__. _____..___ 11- _ 1111-.., - _ -l0 : 12 PITCH_. _- . .-1111.__. _ 1111- _ ._,.._._, _ _ 1111 :, 1111 ...1111,. 1111. ..,.1...I _,111.1...... 1111 ,I-. d G„1111 _ _ - - „ - 1. 1 ,, , „-, , - . ,._.d -. -a, -.-. ,,.,,.,__, ,. ,- , „ - „ -,- , ,:..w ,1111., . 1111.._ I. . .. .1111µ -M 1111 1111.-......-.. ....-...._.........-1111....-....... -.-......... _tT� 1111 -I'll. ...... .. . --........ -..--.1111..-._............... ........-- ...,.,, ...1111. .......... ..........."''.1.111.,,, -11111 Ir 11...,..1.1. . 1111,., .. ....,.......,11....11..,1111,,1111. .. 1111. A 302 . 1111.. MUDD .. ... ........ 1111 1111 .. .. _ _ . - l- . „. 1111 U ., _ 1111 . ..:..._. 1111.. :, „1111_,- 1111 -. r ::: 1111._.. __1111- .11........-1111_._-_._. ..:__„_,,_...,..._11-11. 1111 _,..._,_.,,.Q .,..::,,.,_.--. ._.__.,.._....__, _ __......__.. 1111.._ _1111 ..-._._..................._ :::.,.:,,- „ 1111 _ 11.,.11 ., ...- 1111 . - _ ,,,,, _ 1 , _ . ___ 1111..-:-:1:.111 ...._ :... 11.11,. -: RESIDENCE 1. 1. 1. . - , _ . 1. I. 1 . . .. . , . � i , I 11 _ - ,, ,,, , , ,,,,, ,,,,,,,,,,,,,,,,,,-, 11......._ .......,_,,,_.,, _1.111,.. ,11..1.1. ......,,. .,,.,,,,,.,,,..,,,.,,,,,,.,,,,,.,.,,.,.,.,.,........... .. . . .. _ 11 . � . 1111 1111 . _ 1111_._.-...................... _- 11 _ 1111. 1111 , _ , ,, , __ . _ _ _ _ _ _ _ ----1111___ __ __._ .. ___.____-_---1111____ -- - ..____._ .1111...._- -..1111. . ._... _ . 1111..._... .-11..,.,.,,.,11_.-....,.,.,-,., .. --. ............. ..... .1.1.1.1.-.._..... .,........_._---__._- - d , 900 PRIVATE ROAD #26 . _ .. . . . , . . i I . 1- OLD, N.Y. 11971 11 I .PITCHED W/. . , 1111.. . 1111 .... ........ . .. 2x10 RR a 16" OG RAFTERS . 11 I - 111111111 11 I : ,- 1111...." ,. ,.. 10 : 12 PITCH I. . 1 . 1. . . DRAWING TITLE: i w .1111:.. PROPOSED ROOF PLAN 11 _ _ . �...�:�__: ._.__1 I ,1. ___,____,�_-_-- 11 ,__,w�..-.:-.-----:_.._ .-_-.-_--- 1111.___ ..__-_..-.._.___.._..11 11 1111__-___-11 -_1111__-__ --___ 1111_-11.11_._ ---- __.__..__ _-,_ 1111.__,-- 7111 ___-._ _-____11.__,..,_ 1111.1.,111._, . 111.1__ . ---- 1111..___ 1111..-_ 1111 1111... _ 1111_.__ .._ _,__ _.,.,..._..., ____.,._ ,7--------______.._, ___-,_-___..- ..__ 1111 _ _ ,_ ._. 11 2x8 GJ ® I6" OG --. -1111.._ - .- _,..__.. .. -,7--__ --7 - - _ 1111._ 1111__,1.111.__„-,,,11 ..._11,__ __11 1. .1 ,,, , 1111,._ .�__._,,.. 11 1111 .,,._ 111.1 1111.-.,. _, ,1111 - ---_ ,1111-___-_1111.-1111__. 1111._ . , ,-__,_.__..-______-_ _____,._ _ 11' __.__.1111- _,.-,_.,._.,.,,... 1. ®7' I I/8.. 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FROFOSED ROOF FLOOR PLAN 50ALE: 1/4" = I'-O" a Q W W cc J (y) Q a_+ c: N O � � -p O CL 0 O Z O Co ® � N O 4-J O 4-J N J - - - - Lu Q O Lov . 5 GW 5 LW L5 Lr-P4 Ld GW 5 4J 7 '"') U — � m GXI 5 Lc-;X--, ur, � ("�'� GXI 5 GXI 5 GXI 5 0� GXI 5 GXI 5 (✓ lu cl FAST ELEVATION (FRONT) SCALE: 1/4" = 1'-0" 0 w Q D a z w 2 D U O Z O N U H w � N O O >U U W M N W 1— O p N e1 PROJECT: MUDD _- - RESIDENCE PRIVATE ROAD #26 SOUTHOLD, N.Y. 11971 DRAWING TITLE: "L. GX�4 PROPOSED EXTERIOR ELEVATIONS PAGE: / A-201 m ® GW 5 GW 35 / DATE: 12/08/23 9 OF 15 16080 NORTH ELEVATION (R I O HT S 1 DE) SCALE: 1/4" = P-O" a Q W W ca J m Q ;1 C � O = 07 7 O 00C Z O ca . Y N O O t Cq � O 4- Lr) 0 N cB O OIW�.®0.Wi491BSPWl�vamT..ABfLIOWn�Vif.lW— GW 35 I - W GXI 5 GXI 5 GXI 5 4--J fY^� U � Q � 46- GXI 5 GXI 5 GXI,5 b GXI LaxL] P5316115 PS61611 P5316115 ------------ w Q O IL NEST ELEVATION (REAR) Z SCALE: 1/4" = I'-O" g _ U O O Z O N U H = w Z U U M N W F- O p CN- PROJECT:PROJECT: MUD D RESIDENCE 900 PRIVATE ROAD #26 _ SOUTHOLD, N.Y. 11971 DRAWING TITLE: GX PROPOSED EXTERIOR ELEVATIONS PAGE: A-202mOl GWI35 Ldox 8 DATE: 12/08/23 10 OF 15 0 POURED CONCRETE ENTRY STAIRS TO BASEMENT w/ WHITE COMPOSITE RAILING O[) �'EL, A,T ins SCALE: 1/4" = I'-O" 14" LVL RIDGE; Q SIMPSON 0520 c) CONNECTOR (TYP. ALL) LU W cu J � c N Ln 2x12 RIDGE; R-55 BATT IN FLAT CEILING — -0 O 51MP50N c520 CONNECTOR SECTION AND WITHIN PITCHED i R-55 RAFTERS; PROVIDE VENTED 0 C Z O 2x4 GJ ® ib O II II II I� II jj 12 BAFFLES IN RAFTERS w/ BAT75 cu U N 2x10 RR ® I6" II II II I� II IIO pp THERMAL ENVELOPE O O }' (D ®\100 - 0 +a-'- Lf) a O B DROOM CLOSET R-21 BATT IN WALL 2x4 STUD FRAME GA BEADED p'+ = ENTRY II ,- COMMON TO ATTIC, END WALL, w/ J" SHEATHING PORCH TYPICAL ALL AREAS B&B SIDING CEILING 2- 2x8 HEADER ABOVE PITCHED ATTIC ATTIC PROVIDE TRIPLE WINDOW WITHIN w/ RAFTERS 2x6 PLATE ON ATTIC, SUBFLOOR FOR RAFTERS CONTINUOUSLY AROUND G IPLE WALL R-5em Ili" TJI 360 FJ ® I6" Oc ALL AREAS FOR CONSISTENT OVERH NG 8 FASCIA LINES ROUGH SAWN mi 'bye 4—J TRIMMED OPENIN ' TO KITCHEN in 0 2- II LVL HEADER; WRAP5- 2x10 HEADERS ABOVE ALL w/ Ix ROUGH SAWN (3) II �" LVL HEADER, DROPPED �5- 2x8 FLAT N Ist FLOOR WINDOW UNITS; WRAP w/ IX SAWN CEILING;WRA W/ 0520 STRAPPING ('� Ix FOR TRIM PROVIDE 2x6 ON FLAT ® SLIDING 4-JW DETAIL DOORS FOR TRANSOM MULLION FRONT ENTRY FAMILY ROOM + BLUESTONE SLAB FLOOR or — — v c A50NRY AS SELECTED 4 POURED CONCRETE SLAB I I 1 - - - 771 'ON COMPACTED FILL WITHa " TJI 250 J ® 16" OG R-111 BATT t ■ W.W.M. 6 X 6 / 10 X 10 nv 1� GAUGE WIRE I //\�j �j` I I I W 5- 11 �" LVL DROPPED Q 8" POURED CONCRETE GIRDERI I I FOUNDATION WALL w/ 1'-4" X 8" d. FTG.; PROV. I I 3 " DIAMETER STEEL LALLY im 2- #4 REBAR IN FOOTING II COLUMN BURIED IN UNFINISHED BASEMENT I I (TYPICAL ALL AREAS) — — A-ao2 24"x24"x12" POURED I I I I CONCRETE FOOTING I I I I TO BEVEL GRADE UNDER NEEDEDRIN& FILL UP AS CONCRETE I I I I PORCH; COMPACT I I ACCORD I NGLY BEFORE POURING SLAB I INSTALL FLASHING OVER HOUSE — WRAP FROM BASE OF SHEATHING —AND RUN UP WALL MINIMUM 2'-0" I 4 PRIOR TO POURING SLAB SECT 101 A/A-5 5GALE: 1/4" = 1'-0" o w Q a_ z w U O 0 z O ARCHITECTURAL ASPHALT N w ~ z M ROOFING WITH 15# FELT 14" LVL RIDGE; m OVER J" GDX PLYWOOD 51MP50N 0520 z WITH ICE $ WEATHER SHIELD CONNECTOR (TYP. ALL) 0 c0i ® PERIMETERS d VALLEYS 4F / \ 12 4m vi BOLT ALL GJ TO RR w/ 2- " 0B pG / \ \ �k8 SIMP50N H7 CONNECTOR / 2XIO GJ ® I6 OG o 1'-oy., / \ \ PROJECT: 4" X 4" POSTS W/ 2" X 2" FIRST FLOOR Ixb AZEK FASCIA, CENTER BALUSTERS 4 GAP RAIL; AREA BEADED VENTED VINYL /_ / LOFT ANNA'S BEDRC�oM\ 5- -1 LVL HEADER ABOVE MUD D COMPOSITE RAILING SYSTEM SOFFIT; DORMER FASCIAS 1 `'� \ \ DORMER WINDOWS; INSTALL TO ALIGN, FRONT 4 BACKTIGHT TO TOP PLATE RESIDENCE 0520 STRAPPING m FLOOR STRUCTURE ��p¢ \ PROVIDE G5I6 FLOOR TO FLOOR STRAPPING 900 PRIVATE ROAD #26 &RAVE 119" TJI 360 FJ ® 16" Oc R-5em SOUTHOLD, N.Y. 11971 5" POURED CONCRETE FOUNDATION WALL 2 \—(4) II J" LVL HEADER, FLUSH 3- 2x10 HEADERS ABOVE ALL TECO JOISTS TO HEADER Ist FLOOR WINDOW UNITS; DRAWING TITLE: #5 REBAR ® 12 O.G. BASEMENT 0520 STRAPPING BUILDING SECTIONS OUTSIDE #5 REBAR ® 12" O.G. ENTRANG 2x6 STUD FRAME EXTERIOR (VERTICALLY) - KITCHEN 4 DINING WALL ® 16' O.G. w/ R-21 BATT INSULATION, " GDX PLYWOOD SHEATHING, HOUSE O WRAP 4 SIDING AS ON ELEVATIONS; #5 REBAR ® 12" O.G. " GYPSUM BOARD ON INTERIOR 3'-0" X 8" POURED " PLYWOOD SUBFLOOR PAGE: CONCRETE FOOTING w/ PREFIN15HED WOOD — 2x6 AGQ SILL PLATE ON COMPACTED FILL FLOOR — — — OVER TERMITE SHIELD OVER SILL SEAL; A-301m0l cl TJI 250 FJ ® 16" OC, R- a BATT I PROVIDE SIMPSON 0520 4" CONCRETE SLABKUNUL ( W/ LPT4 CONNECTORS PITCHED TO CENTER FOR 3- II LVL DROPPED I I I DRAINAGE PP " DIAMETER ANCHOR BOLTS DATE: 12/08/23 11 OF 15 8" POURED CONCRETE ( I I K/ 7" MIN. DEPTH ® 48" O.G. FOUNDATION WALL WITH = 3 " DIAMETER STEEL LALLY I I W MIN. 5"X3"xi" WASHER ® PLATE KEYWAY 4 1'-4" X 5" FOOTING; COLUMN BURIED IN PROVIDE 2- #4 REBAR WITHIN WALL - f 24"X24"x12" POURED I I I I AND FOOTING. DAMP PROOF CONCRETE FOOTING PERIMETER OF ALL AREAS r I I I I *NOTE: CONCRETE SHALL BE I I PG = 5,500 P51 ® 28 DAYS ON NDIS U EXTERIOR STAIR D�Tri I L. NGS SHALL BEAR UNDISTURBED 501E WITHIN I SCALE: I/4" = I'-O" BEARING CAPACITY OF 1.5 TONS PER SQUARE FOOT A-4oi 4 A-401 SECTION 5 /A-501 SCALE: 1/4" = 1'-0" Q D W W J com DECORATIVE Q � PRE-FAB CUPOLA E (`V O O 0 r– O ` 0fZ O O O 0 II " LVL RIDGE •ca .Y 2: D N O O +' C9 � O � U-) O CV ca Q O O 2x8 GT ® I6" Or, ARCHITECTURAL ASPHALT ROOFING WITH 15# FELT 12 OVER J" GDX PLYWOOD p 110 n WITH ICE $ WEATHER SHIELD �� W ® PERIMETERS $ VALLEYS ¢¢® ATTIC 'Y+gyp PROVIDE TRIPLE 2x6 PLATE ON 51MP50N H1 CONNECTOR ATTIC 5UBFLOOR FOR RAFTERS U J" PLYWOOD 5UBFLOOR Ili,, TJI 560 FJ ® 12" OG R-30 J M PROVIDE 0516 FLOOR " FIRE RATED DRYWALL TO FLOOR 5TRAPPING ® WALL ON CEILING THRU GARAGE $ OVER RAFTER PLATES 3- 2x10 HEADERS ABOVE \_I(0'-O"Xb'-O" DOOR w/ V WINDOWS; ALIGN HEADER = 3- 14 LVL HEADER A150VE HEIGHTS WITH REST OF `N $ 0520 5TRAPPING VJ Ist FLOOR UNITS; GARAGE p� Q 0520 STRAPPING ' •v OLL LJ ILE LLEJ 2x6 STUD FRAME EXTERIOR F Z Q WALL ® I6" O.G. w/ R-21 BATT, I I " GDX PLYWOOD SHEATHING, OUTLINE OF SUBFLOOR IN HOUSE WRAP $ 51 D I NG , HOUSE PITCH SLAB TOWARDS DOOR ® FT. 4" POURED CONCRETE SLAB I E 8" POURED CONCRETE ON COMPACTED FILL WITH I O I FOUNDATION WALL w/ W.W.M. 6x6 /10x10 GAUGE WIRE m 3 1'-4" X 8" d. FTG.; PROV. ( I A-401 2- #4 REBAR IN FOOTING (TYPICAL ALL AREAS) — — — SECTION D /A-502 50ALE: 1/4" = I'-O" 0 W Q / . / z W U O 0 z O N F- 14" LVL RIDGE z w � II " LVL RIDGE; 0 0 SIMPSON 0520 U U 2x12 RIDGE; w SIMPSON 0520 11 11 11 GO GTOR P CONNECTOR 11 h N II II Ij II II II II II II II II II � 2x12 RIDGE 2x10 GJ ® I61 I OG IIN !I II !I 112x8 ICJ ® I�b" O� II II II it BOLT ALL GJ TO RR w/ 2- �" GB I� j� I� I� Iq I� I➢ I� I� I� I� � � x4 GJ ® I&I G 12 ARCHITECTURAL ASPHALT PROJECT: 10ROOFING WITH 15# FELT pro II II II I II II OVER ill GDX PLYWOOD WITH ICE MUD D ¢¢® $ WEATHER SHIELD 2x6 STUD FRAME II II II II !� �Ip 'pF-¢ <� II !I II II II II II II II ® PERIMETERS $ VALLEYS GABLE END WALL; II II II II II -� UNFINISHED ATTIC �p gyp` �,+ I I I I I I WINDOW HEADER AS SIMPSON H7 CONNECTOR SHOWN inu I I I I I I "7,+ RESIDENCE (3) II LVL HEADER, w/TOP II II II II $ BOTTOM PLATE, SITTING ON II II II II I II it it Ixb AZEK FASCIA $ VENTED VINYL SOFFIT II II II II ATTIC SUBFLOOR $ P05TED II I) I I II II OVERHANGS TO ALIGN, ALL AREAS PROVIDE 0516 FLOOR IN WALLS BELOW PROVIDE SOLID BLOCKING RAFTER PLATE 11 11 11 I-II ADJUST DIMENSIONS ACCORDINGLY. TO FLOOR STRAPPING OVER COMMON WALL 900 PRIVATE ROAD #26 ROU H SAWN CONTINUOUS AROUND. R-55 119" Til 360 FJ ® 16" OG SOUTHOLD, N.Y. 11971 j 2- 11 g" LVL HEADER CONTINUOUSLY R- O AROUND PORCH AREA; WRAP w/ Ix 2x4 STUD FRAME ROUGH SAWN, BOTH SIDES. 2x4 STUD INTERIOR PARTITIONS; Z(4) II " LVL FLUSH DRAWING TITLE: j FRAME WALL ABOVE HEADER TO RAFTER " DRYWALL TO EACH HEADER; TECO JOISTS Ln j PLATES AND WITHIN GABLE END WALL. 2x6 STUD FRAME EXTERIOR SIDE �" 60 SERIES BUILDING SECTIONS II TJI 5 =ry PROVIDE J" 5HEATHING, BOTH 51DES $ WALL ® 16" O.G. w/ R-21 BATT, JOISTS ® 12" OG B$B SIDING " GDX PLYWOOD 5HEATHIN5, HOUSE GO RED j WRAP $ SIDING AS ON ELEVATIONS; OVER GARAGE LL MASTER BEDROOM MASTER BATH POWDER RM MUDROOM GARAGE ENTRY PORCH 6x6 ACG PORCH POSTS; WRAP w/ Ix " GYPSUM BOARD ON INTERIOR ENTRY SAWN MATERIAL, PACKED OUT TO 10" SQ. 2" X 6" STUD FRAME WALL GOMMO TO BLUESTONE SLAB FLOOR or by2� 1 GARAGE; R-21 BATT INSULATION BE WEEN PAGE: Ln I4 POURED CONCRETE SLAB _ STUDS $ ILAYER FIRE RATED DR WALL I MA50NRY AS SELECTED ON COMPACTED FILL WITH — — — ON GARAGE SIDE OF WALL FRAMIN GAUD HIRE / lox IO I R-IQ BATKOXULT $ Q JI 230 FJ ® I " OGA-302mOl. BRING FILL UP AS NEEDED I ( 3- III J" LVL DROPPED GARAGE SLAB p I TO LEVEL GRADE UNDER NEW 8" POURED CONCRETE I I I GIRDER I in I PORCH; COMPACT FOUNDATION WALL w/ DATE: 12/08/23 12 OF 15 ACCORDINGLY 3 DIAMETER STEEL LALLY _ _ _ _ _ _ _ _ _ _ I I BEFORE POURING SLAB I -4 X 8 d. FTG.; PROV. I I STEP FOOTING II (T #4 REBAR IN FOOTING I I UNFINISHED BASEMENT I 2411 2411 B2RIED INPOURED I 17 — - - — — A-40� (TYPICAL ALL AREAS) I I I cotRETE FOOTING I i I I I I I I I I I I I I 4 1 A-401 SECTION G /A-502 A 1 A-401 SCALE: I/4" = I'-O" SECTION E /A-302 SCALE: 1/4" = I'-O" PROVIDE BEAM SPLICE 811 CENTERED ABOVE COL. PROVIDE BEAM SPLICE 811 PROVIDE BEAM SPLICE 811 WHEN NOTED ON PLANS CENTERED ABOVE COL. (4) 3/8" H.D.G. LAG CENTERED ABOVE COL. (4) 3/8" H.D.G. LAG = rj" I " f1 = 811 (4) 3/8" H.D.G. LAG WHEN NOTED ON PLANS BOLTS (PREDRILLED) WHEN NOTED ON PLANS BOLTS (PREDRILLED) /2 I� Q 4 0 BOLTS (PREDRILLED) — — — — — — — — — — — — — — _ — — W FLOOR SYSTEM A5 \ - NOTED ON PLAN O /� �� '2 O /�-I�� I 11 — 3-I/2" O.D. SGH. O J (6 — �� - - -f- 0 - -�- - - - - - - — �- -� O HOTDIf' OALV. 5 � NEW STL. GAP PL. 'A', 'B', O COL. (ASTM A123) Q OR 'C' (PER BEAM FLOOR WOOD BEAM I = I Lf) �- — ASNOTEDONPLAN — — — — — — — — — — — �` — — — — I 1 — — — — — — — A5 PER PLAN 0� •`` N _ WELDED TO PL. GONFIC) WELDED TO COL.; � — — — — — ,- �- — — — — — — — — — — — — — ,- / u SEE GAP PL. DETAILS 7--- NEW 3-1/2" O.D. 50H 40 \� // — — — — — — O ��O O O O \\� ` N t tt •O NEN BASE PLATE 'A' HOT DIP &ALV. STL. COL. — — — — qz — (ASTM AI23) AS PER 3/8 THK. PL. — — — — — — — — — — — — — — — — — — — \ 8x8 x3/8 THK. +� }- r- WELDED TO COL.;SEE �/ 1 i 3/8" THK. H.D. 5TL. BASE PL. p Z O BASE PL. DETAILS FOR FOUND. PLAN BY SIMS /q 3/8" THK. PL. „ 1 i i 3/8" THK. PL. II I I I IZ BOLTING STEEL (OR EQUALJ OALV. PL. I /,q 3/8" THK, H.D. /4 3/8" THK. H.D. `-< <t ���I OALV. PL. 4 OALV. PL. O O A I/2" HOOKED C 2 � CV NEW 4 P. ANCHOR BOLTS , PROVIDE GOLD JOINT GONG. SLAB 0 O a_' AT GONG. SEAMS (TYP) CAP PLATE 'A' CAP PLATE 'B' CAP PLATE 'C' EMBEDDED INTO _c O 4 FOOTING MIN. 4 / 4-+ N +-' fn cu FOR CONNECTION OF 5TL. COL. TO (2) 1-3/4" WIDE FOR CONNECTION OF STL. COL. TO (3) 1-3/4" WIDE FOR CONNECTION OF 5TL. COL. TO (3) 1-3/4" WIDE LVL �'� OVERSIZED WAS R Q p O `^ `^ • a ^• . . LVL LUMBER OR (2) 2" WIDE PIMEN51ONAL LUMBER LVL LUMBER OR (3) 2" WIDE OR (4) :21, WIDE LUMBER OR (3) 2" HIDE OR (4) 2"x WIDE DIMENSIONAL AND END NUT S P • '� `:•a :j , DIMENSIONAL LUMBER OR 5.25" HIDE PSL LUMBER OR 5.25" WIDE P5L, AS WELL A5 (2) 1-3/4" WIDE 'A' •a LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER BASE PLATE 4" GRAVEL BASE ° • ° NEW (3) #5 HOR. n l W REBAR UPON (3) #5 2 STEEL COLUMN CAP l$ BASE PLATE DETAILS �• xl2' NEA 24"x24 HOR. REBAR (6 TOTAL) A-401.01 SCALE: 3" = I'-O" DEEP P. GONG. 'PAD COMPACTED FILL FTG. (MIN. 4,000 FSI) STEEL OOL. 241IX24"X 12 " FTO. DETAIL 2'-0" LAP U •- A-401.01 SCALE: 3/4" = 1'-0" (TMP) �✓ D — PROVIDE STRAPPING bNAILING ——————————---- ---- - , • AS PER CONNECTION 'D' IN I I II "TYPICAL NAILING/STRAPPING PROVIDE 3 (MIN) GONG. COVER REQUIREMENTS FOR UPLIFT, PROVIDE 5" (MIN) GONG. COVER I II HORIZONTAL REINFORCEMENT OF FOUNDATION HALL5 / 1 OF ALL REBAR WITHIN P. GONG. �� ------ 77-77 7-77 IZ Q W W cu HEADER A5 SECURE HANDRAIL TO WALL ON AT LEAST ONE J SPECIFIED ONSIDE OF STAIR IN ACCORDANCE w/ MANU. SPEC.s; PLANS AND NOT PROJECTING MORE THAN 4V2" INTO E N PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP 51ZF-5 ADJACENT O Z) Lr) JOIST HANGER BY = O 'SIMP50W OR EQUAL }, CQ \ FIRST EINISHED FLOOR .ca :3 N O p :�' VY MIN. SPACE BETWEEN \ � 4-J WALL AND HANDRAIL \ TYP. ROOFING (SEE c: CV CB s/4" PINE RISER \ SECTION NOTES) PERMAGAST COLUMN Q 0 AS PER PLAN r- TYP. ROOF CONSTRUCTION s/4" PINE TREAD STANDARDS FOR OR I FFABLE HAND RAIL (SEE SECTION NOTES) SCALE: NTS 'SIM NP5 TER TIE R� RAFW p GROSS SECTION MIN. x z HANDRAIL "SIMPSON" I" ROUNDED NOSING CLEARANCE CIRCULAR NON-CIRCULAR I POST BASE PER w/Y4" RADIUS w POST SIZE70 MOT INCLUDED IN TREAD DIMENSION) u u 4 -al G.J. AS PER PLAN (WHEN APPLICABLE) FINISHED STONE _ 1Y24��_2�� PERI- 2Y4° FASCIA BOARD _ MIN. METER MAX. 4" GONG. SLAB N p BEAM AS PER PLAN a H Lu 6 0 \/�//\ V W NEW "SIMPSON" LU526 / GALVANIZED JOIST / HANGER GRADE ° \/ /\/ CACKFILL OMPACTED (3) 2"x12" STRINGERS ® w/R-21 cl d ° \ \�� EVERY b" INSULATION, IF UNDERSIDE IS FACING PERMAGAST COLUMNS AS PER PLAN �%/\\� Q STORA6E/NON-HABITAL SPACE / w/ "SIMPSON" P064 (FOR 5 PLY BM) L 4 FT5. AT am n \ OR "SIMPSON" 5052-2/4 (FOR 2 PLY ° EXTEND\//\\//\\/ COLPERO ND PLAN;PROVIDE w BM) POST GAPS a Y2" GYP. BD. a \\\%\ ADDITIONAL (2) #5 VERT REBAR STORA�OE UNDER O ° \\/ IN GONG. WALL BENEATH COLUMNIZEM (NHEN A AFL I GALBE) EXTERIOR MASONRY DECK FOUND. WALL 6 FTG. 5EE 8 PRAAINC75 FOR SIZE AND 4 j LOCATION TREATED 2"x12" SILL FOR CONTACT W GONG. (IF APPLICABLE) BASEMENT I p GOVERED FORGH DETAIL (UPPER) GOYERED FOROH FOUNDATION Dt=TL A-402.01 SCALE: 5/4" = I'-O" A-402.01 SCALE: 3/4" _ -O" 0 q INTERIOR MOOD STAIR DETAIL ,4-402.01 SCALE: 5/4" = I'-O" N z W NOTE: I. IF FINISH MASONRY USED (SUCH AS 4" P.GONG.SLAB W/w/bxb 10/10 WWM BLUESTONE) - MASON TO ADJUST I" UPON COMPACTED z H&HT OF LANDING A5 REO'D TO (TYPa FILL ACCOUNT FOR FINISH MASONRY � U 2. ALL HORZ.SURFACES SHALL BE PITCHED REBAR BENT TO GRADE W a 1:46 AWAY FROM BUILDING • =ate-a- Z SLAB AS SHOWN = ---= ---. 3. FOR SLABS ABUTTING FRAMING, INSTALL y; 5/4"xb" P.T. DECK P.T. D.J. AS COPPER FLASHING FROM 12" ABOVE AND / /\\/\\/\\/ z BOARDS PER PLAN U U ADJACENT TO SLAB, BED ALL FLASHING n• \ \ \ \/ SIMPSON H23A RAFTER IN ASPHALTIC MASTIC • \/ TIE (OR EQUAL) W % \ (I) #4 REBAR ® EA. N c,� • �:� °\//\may\//\//\//\//\// M STEP;3 GVR ® ENDS w 00 P • /\/\/\/\/\/\/\/ P.T. BEAM AS NOTED O NEW 51MP50N 61-5 BEAM SEAT ON STRUCTURAL PLANS p CONNECTOR; INSTALL PER MANU. • i, /\/ \/\/\/\/\/\/\/ SPECS. d PROVIDE FLASHING AT 10" �G •'/ \\ \\/\ \ \/r�\/\\/\\/\\/ ANY WOOD/GONG. CONNECTIONS - /\/\/ " PROJECT: LANDING - MIN. Qe..•/��� \\ \\ \ \ \ z GRADE .�i : // // // // , FILL •/ //\//\//\// F I I. I I .. It a .•a \\ \\��\��\��\r�\r\fir\\� /\\r\\�\\� o a I : I,. . MUD D 4"P.GONG.SLAB w/ ((1 is /\ #4 REBAR ® 10"�\/\/ /\/\/\/ z " b"xb"-lo/lo wl^l.M. 2"x4" r i�y� 12 50NOTUBE FILLED l l'' ;"f t' /\//\ \O.G. (MIN. 3) /\//\//\//\//\// // SOLID w/ P. GONG. ,F I L. UPON COMPACTED FILL a ��` \\ \\ \\ \ \ \ \ \\ \\ \\ \\ \\ \\ RESIDENCE KEYWAY a . �i�� . // p (MIN. 4p00 PSI) '.. I I,�,n {1 4"DRAIN \ \\/ 1 CONNECTED TO .d✓iii` l�,,/ / / / / / / / / / / / / / r z NEAREST DRY WELL ✓i� /\ /\/\/\/\/\/ / / / /\/\/\/ (2) #5 BENT REBAR // ,-p/-�'�/,�\/ \\/\\/\\/\\/\\/ NOTE: \/\\/\\/ - n .-= '` I \\//\\ . //\\//\\//\\//\\//\\//\\/ ALL P. GONG. \//\\//\\// •: .II••y Q 900 PRIVATE ROAD #26 •. Q r\/\/\/\/\/\/ SHALL BE /\/\/ �,�\// //\ \//\/ 4,000 PSI (MIN) I #4 REBAR CONT. ® 10" O.G. (MIN. 5) • II \ \\ \ \ \ \ \ \ \ \ NEW 20 x20 x6 • . , • '... 71 Ir NEW(s) #5 HOR. SOUTHOLD, N.Y. 11971 �//\//\//\//\//\//\// //\//\// DEEP P. GONG. PAD r 4 J'Lp REBAR UPON (3) #5 (1) #4 REBAR CONT. P \ /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ FTG. (MIN. 4000 P51) L" HOR. REBAR(6 TOTAL) yl \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ — __--• :: #5 BENT REBAR ® 12" O.G. '• I i• \ \ _=- \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � r �m: - DRAWING TITLE: 8 THK. P. GONG. wALL DESIGN DETAILS (1) #4 REBAR CONT. •I� \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\/ la" wlDExl2" DEEP °. �• // // // // // // // // // // // // / P. GONG. FTG. I , . . . m • \\/\\/\\/\\/\\/\\/\\/\\/\/\\/\\/\\/\\/\\/\\/\\/ (2) #5 HOR. REBAR �3" I� EXTERIOR MOOD DF-G< DETAIL PAGE: 12 EXTERIOR MASONRY STAIR DETAIL A-402.01 SCALE: 5/4" = I'-O" A-402mOl A-402.01 SCALE: 3/4" = I'-O" DATE: 12/08/23 14 OF 15 CL 0 w Lu J Cy) a � � 0 0 � -� � o o ,i- c9 4" FRESH AIR VENT p i v J L THROUGH ROOFca a Q 3.1I CV I Q 0 o : I 1 � 4- Lr) CV C6 ¢ O I NEW BATHROOM I I n 1 11 a --�---� -�_--- I W O 2"I I j I ALL PLUMBING 4 I .211L— IL I FUEL 6A5 WORK LAY. I I I I PROVIDE "ABESCO FF200 FR p SHALL CONFORM 2 I 1 211 I I EXPANDING FOAM" (OR EQUAL) TO LOCAL WG I Q PLUMBING CODE d 4 0 I I AT ALL PENETRATIONS IN FIRE N RATED WALL5 AND z FUEL 6A5 FLOORS/CEILINGS. PRODUCT p U CONFORMS TO ASTM E 814, w V •— TUB I A5TM E 84,AND UL 14"711 0 PIPING PENETRATIONS: I. /� G.O. 2 I EXPANDN6 FOAM" (OR EQUAL) W (�� AT ALL PENETRATIONS AT WALL5 4J M NEW MASTER BATHROOM NEW POWDER ROOM NEW LAUNDRY NEW KITCHEN NOTE: 2.PRODUCT AND OGNFORMS TO ASTM E ROOM ALL PLUMBING WORK 814,ASTM E 84,AND UL 14'79 + ––_–_– –__ SHALL CONFORM TO ––––– LOCAL PLUMBI N6 CODE O 2"---------r------- 1 -T– ��I I NEW KITCHEN ---- O ---r--- i I 1 2"1 2„I 1 1211 0 c LL 2 :2111 1 LAV. LAV.2 1 I I I I SINK 1 1 GLEAN OUT I I 1 12” 12" LAV. I I I 1 SINK A5 REO'D p W.G I 1 1 1 j W.G I j tL •— PROVIDE F.A.I. I 1 N 15HONER 1- " I- " 211 WASF4ER I_ " DW RANGE LL W G.O. 3 3 G.O. PROP� m G.O. D 500 LOON BURIED 4" PROPANE TANK 4" HOUSE 2ezx MAIN DRAIN C.O. m 6A5 SUPPLY z w 4 TO SEPTIC VERIFY SIZE WALL HUNG SYSTEM z w/MANU. COMBINATION BOILER/WATER X HEATER tuN Q m r I / VEN T SCALE: NT5 0 SCALE: NT5 a 0 0- z z U O 0 z O N V wz � O O V U M N V W 0-0 Q NOTE: Q N ALL PLUMBING WORK 0 rI AIR SHALL CONFORM TO HANDLER 1 LOCAL PLUMBING CODE PROJECT: I EOEND MUD D NEW BATHROOM I RESIDENCE HOT WATER p I ------- SUPPLY O I I GOLD WATER SUPPLY o �qa LAV. I 900 PRIVATE ROAD #26 PROVIDE "ABESGO FP200 FR I, vI EXPANDING FOAM" (OR EQUAL) SOUTHOLD N.Y. 11971 j3: $I _ I AT ALL PENETRATIONS IN FIRE * -0 - I . dJ I RATED WALL5 AND FLOORS/CE"1 :Q TUB m I CONFORMS ITO ASTM Eb14,PRODUCT `I I– 1 " DRAWING TITLE: L ASTM E 84,AND UL 14'711 L.._.._.I._.._ _.._.._.._1 _..� 1 PLUMBING RISER DIAGRAMS NEW MASTER BATHROOM11 GAS RISER DIAGRAM NEW POWDER ROOM NEW LAUNDRY I NEW KITCHEN ROOM I Ij p II o� LAV. 1 I I � LAV. LAV. 51 NK I 1 �° 1 �° 1 q° 1 �° 1 1 PAGE: W.G I I� I I� I j Q W.G I I� Q: II I INTESIN LL 0 1 U 13 13 31 I p� I U I x I :x I : I T- FOR RHOSE BIIOR B OFF i� IV B �v iv1IU :L IU B Iv a� V =1 IU I cvl IU cv P-10 Im m ry I IN iV I I= I= 5HOWER cv I �� n1 "I �� cV i N I 1, p�� I I I I 1 TUB �1 I I I I WASHER I I DW REF. NEW FREEZE PROOF H05E BIB L: ---_L' ---J------ 1=----------------L --- - 1 ---- –L--1-- –J w VACUUM BREAK 5TENED . FA L_. _.._r_.._.– ..r.._.._..1.._.._.._. _.l_.._.._.._.._.._.._.._. _.._ .S._.._. _l., _.-L.._.._. _.._i._.IL ._.-L.—.._.._.._.._.._. _i._. _.._....._.. w/PIPE FASTENERS (PRECISE I LOCATION T.B.D. IN FIELD - DATE: 12/08/23 15 OF 15 I I _ CONSULT W/OWNER) j r.._.. I I I 1 j 1 1 i TO PRIVATE H z --------------J--------------- I rWELL zQ _.._.._.._.;_.._.._..I_.._.._.._.. �+ HL--------------- tu ------------------ WALL HUNG 4t>a BOILER/WATER p HEATER COMBO N AIR HANDLER IN FLUMBINO RISER - SUPPLY ,LZ SCALE: NT5