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HomeMy WebLinkAbout52720-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 52720 Date: 03/05/2026 Permission is hereby granted to: George Mamukashvili 1 Linday Ct Shelter Island, NY 11964 To: construct alterations and to legalize an "as built" bathroom to an existing single-family dwelling as applied for. Additional certification may be required. Premises Located at: 475 Jernick Ln, Southold, NY 11971 SCTM# 70.-3-15 Pursuant to application dated 01/23/2026 and approved by the Building Inspector. To expire on 03/04/2028. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $353.50 As Built Alteration $36.00 CO-RESIDENTIAL $100.00 Total $489.50 p� Building Inspector �� � TOWN OF SOUTHOLD— BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. ©. Box 1179 Southold,NY 11971-0959 .� Telephone (631) 765-1802 Fax (631) 765-9502 ttla : �vv YMv sSLU L)t4t NDP_Y 1�r Date Received e APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO, Building Inspector:___., 2 2j23 Applications and forms must be filled out in their entirety.Incomplete applications will not,be apcepted. 'Where the Applicant is not the owner,an 0,wner' Aiuthoiri ation fore i(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: SCTM# 1000- 3 Project Address: 9'7S- �� 1 Phone#: Email: yvw c Mailing Address: �- .. It CONTACT PERSON: Name: Mailing Address: Phone#: Email DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTMCTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCR1 *110IN OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other - Will the lot be re-graded? Dyes ❑No Will excess fill be removed from premises? ❑Yes ❑No 1 5,c2 722 7 0 INTERIOR RENOVATION 475 Jernick Ln Southold, N.Y. 11971 4 / 5 Jel"I F1 Ic k R 19901h, !iidel ice 475 Jernick Ln Southold , N .Y. 11971 INTERIOR RENOVATION dr� DRAWING LIST �a TITLE PAGE A-001 , First Presbyterian T � 0 °` GENERAL NOTES A-002 Church Cemetery ' cry _ _ ; ' fi' : YYe�{� .e. r ;...dr: `"' = GENERAL NOTES A- 03 f� ` �� _ � +i tir tip' .K •� Qy '.�4 :.@.`.. . '-rY.. gat _ — r `y �'� "" ``(( y PROPOSED DEMOLITION PLANS D-100 .�PJnIOr CQl sN� _ s:;, '; '' x " 3�' * ♦♦ mot ' 1 School .. ° le `' PROPOSED FIRST & SECOND FLOOR A-100 d I11'� � ,'' -P i ry�"�.�'. � ' s..s - 's�..:. x- D+��. .:..,8ii.t•% 'rw �,:•�'r ;.v,7jtR,:` g' 7 � � _ _ Rd �a ���� _ � ""*'."-"f' '�"'� Y.'=,a R�'•z+ yr'%''�,�",.�tr,'.n'"-c w, "r�e*^�- -.t' �a„^� -"� J x,. 9 HId� IDII { � `�.,� © , i",-m.R, �' -f, ,� �� , r „ ,�•"a'"."� �� R' �f:f,: `.. '"`�*',': e��p' ,k[. f �� j Z. d ,n` ,.a _ <,i �.ix°.'•`v�',. a° s {' s"F ""r. t ) 's „} c w <Al :R;,�, `-�° 8j. ? i r''-r.�'•:;,.','•p-x�':�,�fir,' �� x +^'%'+ r' ` i ,r —...�w... �':.,ra�� '� * y any. ���i�,�'„- t.�* „�•� ,{',�,�t `•�4 a,� '#. o'w�,.,. '��t_ ,'���`'k' �e` \ Harpers Point Long Ilsland Knife Works e` � ' _•, - . .•(�e �k'. -"C �g.. � _ .lip c. C public Boat Ram 'x*sf, .: S� y Jockey Creek�� p k. T E. NI �T V- \ .,,--��., ' ¢. : ' ... Vic; s r 0444 '' �0 LOCATION MAP ., . rN " !'''v { . 4. F OF NE� ,r,i,. 'rµ � .: .J• ..»�, _[.».,.,..._.o., ..3VC'�i.•.IL� "�3.^._...., - ��s:.kt..ic,.:::.....�,' ���,..a! No. Issue Issued to 475 Jernick Ln Interior Renovation Scale Date Drawn By 1/4" = 1`-0" 12/22/25 FIR 475 Jernick Residence 475 Jer6ick Ln Southold, N.Y. 11971 TITLE PAGE Dwg. no. INTERIOR NOTES $ 5FEGIFIGATION5 WOOD FRAMING MATERIAL STANDARDS CARPENTRY GLASS W'NIDOI^I5 AND tDooRS ABBREV I AT I ON5 IT IS THv C4NTRA4TOR5 RESP(M51e11-ITY TO KEEP THIS CONSTRUCTION VOW-eNT 511,01 D THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I,ALL LUMBER SHALL BE DOU6LA5 FIR LARCH 02 4 BETTER ft r. 515)UNLESS 1•ALL CLASS TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. T06ETIER AT ALL TIMES.IT IS ALSO TIE CANTRAGTORS RESiPONSIEfILIT1'TO READ ALL NOTES. PR ANY MATERIAL N. METHOD OF CONSTRUCTION NOT SPECIFICALLY oTHERWtSE NOTED. ED, BOARD 71 11 INSUL. INSULATION RENOVATION SPEUFIGAr1oNs.AND IRE FAMIUAR12ED WITH THE!PLANS PRIOR TO WORK PRE5GT21$ED HEREIN.WHEN IT CAN BE SHOWN,AND THE AUTHORITY HAVING 2.GLEARANGE90A,RE PROVIDED. ��L �T BE INSSTALLED UNTIL PROPER JURISDICTION FINDS BY EXPERIENCE,MODELING,OR TESTING BY AN APPROVED 2.ALL LUMBER IN CRAM.SPACES TO BE 16"ABOVE SCRATCH COAT,MAINTAIN BFE BASE FLOOD ELEVATION INT, INTERIOR A6ENCY,THAT A PRODUCT OR PROGE'J'URE PROVIDES EQUIVALENT OR 8'MIN,FOUNDATION EXPOSURE, 11 GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE 5.ALL SLIDING&LASS DOORS,SKYLI&14T5,AND ANY&LASS UNIT INSTALLED BLDG. BUILDING K KIP5 (1000 LE5) 475 Jernick Ln Southold N.Y. 11971 GENERAL SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT 3.SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD,ALSO WITHIN 15"OF FINISHED FLOOR SHALL BE OF IN5VII.ATED TEMPERED CLASS, I.NO WORK TO START UNTIL APPROVED PLANS A-RE OBTAINED FROM THE (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD PROVIDE SILL SEAL/INTSULATION,SIZE OF SILL TO BE(2)2"x ',UNLESS(I)2"xb' UNLESS OTHERWISE NOTED. BM BEAM MANU. SPEG.'s MANUFACTURER'S SPECIFICATIONS APPLICABLE BUILDING DEPARTMENT, C4UNIGIL'5 WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT,AS 15 NECESSARY TO MATCH FLOOR HE16HT5 WITH THE EXISTING 5TRUCTURE. 2.ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER, APPLICABLE A5 A DERIVED WORK). 4,ALL CLASS UNITS SHALL BE INSTALLED IN STRIICT ACCORDANCE WITH B.O. BOTTOM OF MAX, MAXIMUM 4,AT FLUSH FRAMING USE 16&ACE METAL JOISTS HANGERS BY 'TECO"OR MANUFACTURERS SPECIFICATIONS_ ALL CTUR 510N5,CONDITIONS.AND VERIFIED BY (INFORMATION OF EXISTING 1 IDENTIFICATION: ALL SOLID-SAWN LUMBER,GLUED LAMINATED r111SER, EQUAL, BOT. BOTTOM MECH. MECHANICAL STRUGTUlRE/SITE SHALL BEE FIELD VERIFIED BY G!ENIERAL CONTRACTOR, PREFABRICATED WOOD I-JOISTS.STRUCTURAL COMPOSITE LUMBER, _✓.ALL WINDOWS TO BE CAULKED AND SEALED A5 PER NEW YORK STATE PREFABRICATED WOOD TRUSSES,6YP5UM,HARDBOARD,AND STRUCTURAL 5.MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN65 IN ENERGY CONSERVATION CONSTRUCTION COVE. BQ y� BOTTOM OF MALL MIN, MINIMUM 3.ALL WORK SHALL CONFORM TO NATIONAL,STATE,AMP LOCAL CODES PANELS,SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADINIt a FLOORS,ROOFS,AND WALLS. AND AUTHORITIES HAVING JURISDICTION, 6.PROVIDE FLA5HIN16 PAN5 UNDER ALL SLIDING 4r7L.ASS DOORS,WINDOWS,OR "- RULES SPECIFIED IN I.I TH'ROIJSH 1 5. ANY OTHER TYPE OF CLASS UNIT WHEN WITHIN 6"(OF AN EXTERIOR SURFACE. G.J. GEILIN6 J015T NAVDBb NORTH AMERICAN VERTICAL DATUM OF IQ88 ED 4, ALL UNNOT OR NON-VISIBLE EASEMENTS ARIE THE RESPONSIBILITY b.DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS.AND BATH TUBS, OF THE OWNER/BUILDER I.I.LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, W.N. 1, ALL EXTERIOR DOORS ARE TO BE JCATHEREV STRIPPED ANTD PROVIDE ALL COL. COLUMN NYC, BG NEW YORK CITY BUILDING GORE INC.LUDIN6 END-JOINTED AND EDGE-CLUED LUMBER,SHALL BE IDENTIFIED SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 11 5,ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS BY THE 6RADEMARK OF A LUMBER&RAAIN&OR INSPECTION ACENCY 1,ALL BEAMS,&IRDERS,ETC.TO HAVE MIN,OF 3-1/2'BEARING GONT, CONTINUOU5 O.G. ON CENTER HHICH PARTICIPATES IN AN ACCREDITATIONPROGRAM,SUCH AS THE SHALL BE CLARIFIED NMI THE ARC.HITEOVEN61MEER BEFORE PROCEEDING AMERICAN LUMBER STANDARDS COMMITTEE OR EOUIVALENT,THE 6.MIN.HEADER TO BE(2) 2"xl0'UNLESS OTHERWISE NOTED. 6.ALL CLASS 15 TO BE FREE OF SCRATCHES ANp IMPERFECTIONS. CLASS DBE. DOUBLE OGG. OGGUPANGY WITH THE WORK, 6RADEMARK SHALL INCLUDE AN EASILY DISTINOU15HABLE MARK OR SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. INSIGNIA OF THE 6RADIN6 A&ENICY WHICH COMPLIES WITH THE q.ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE b.NO DEVIATIONS OR CHANGES TO THE STRUGTUCRAL SYSTEM SHALL BE MADE REQUIREMENTS OF U_S_DEPARTMENT OF COMMERCE P520-qR. P.T. R.ALL WINDOWS TO BE _AND R _N. IF CONTRAGTOOR 15 TO SUBSTITUTE WITH DFE DESIGN FLOOD ELEVATION PBFE I PRELIMINARY BASE FLOOD ELEVATION UNLESS APPROVED BY THE ARCMITECT/ENOINEERZ. ANOTHER WINDOW MANUFACTURER,IT 15 THE RESPONSIBILITY OF THE 1.CONTRACTOR TO VERIFY DIMENSIONS OF FOUN4DATION WITH FLOOR PLANS 1.2.GLUED LAMINATED TIMBERS: CLUED LAMINATED TIMBERS SHALL MEET 10.ALL EXTERIOR SHEATHIN&SHALL BE NAILED AS PER FASTENING SCHEDULE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH DIM. DIMEN51ON P. GONG. POURED CONCRETE THE PROVISIONS OF AN51/ALTG A I g0.1 STRUCTURAL GLUED LAMINATED ON PAGE 6-003.GENERALLY,SHEATHING 15 OF I/2' THICKNESS ON WALLS AND THE CHARACTERISTICS OF THE ANDERSEN WINDOH SPECIFIED. THE BEFORE THE START OF FRAMING TIMBERS. ROOF AND 15 OF GDx GRADE,UNLESS OTHERWISE NOTED.SEE FLOOR PLANS CHARACTERISTICS ARE AS FOLLOWS,BUT NOT LIM4ITED TO: DESt6N PRESSURE, D.J. DECK JOISTS PL. PLATE ROUGH OPENING,U-FACTOR,LIGHT AREA,VENT ARREA,AND EGRESS FOR ADDITIONAL NAILING OR DIFFERENT NAILIN6 REOVIREMENT5 WHEN EA. EACH PLYWD. PLYWOOD 8.DRY WELLS AS REQUIRED BY STATE AND LOG AL GORES. 1.5.PREFABRICATED WOOD I-JOISTS: ASSEMBLIES V51N6 PREFABRICATED APPLICABLE. REQUIREMENTS. WOOD I-J015T5 SHALL MEET THE PROV1510N5 OF ASTM D5055 q.DO NOT SCALE DRAWIN165,WRITTEN DIMEN510NV5 TAKE PRECEDENCE TEMPERED PEREDN?NDONS IN TUB/5HOlNER ENCLOSURES AND WITrOflk STAIRWAYS SHALL BE ELEV, ELEVATION P.T. PRESSURE TREATED STANDARD SPECIFICATION FOR E5TABL15HIW6 AND MONITORING II,SUB FLOO'IRtN6,GENERALLY,TO BE OF 5/4' THICKNESS ANp OF GDx GRADE. TEMPERED GLASS. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS,THIS NAILING AS PER FASTENING SCHEDULE ON PACE 6-003 AND CLUED,U.O.N. 10,OWN'=RJBUILDER ARE RESPONSIBLE FOR ALL IINSPEGTIONS,APPROVALS, DOCUMENT,THE GOVERNING EZIILDIN16 GORE AND ANY ADDITIONAL EQUIP. EQUIPMENT REQ'D REQUIRED CERTIFICATES,CERT,OF OCCUPANCY OR COMPLIETION AND U.L, APPROVAL DOCUMENT, NT,THE A5 SET FORTH IN THE MANtUFACTURERy CODE 12. EXTERIOR SH=ATHITJ6 TO BE COVERED WITH TYVEK'HOUSE WRAP OR 1!.EXTERIOR 6LAZINI6 SHALL BE PROTECTED FRODM WINDBORNE DEBRIS. 11 1 EVALUATION REPORT APPROVED EQUAL &LAZED OPENING PROTECTION SHALL MEET THE RZEQUIREMENTS OF THE LARGE EX15T. EXISTING Ri R15ER . 11, THESE SET OF PRAWINOS ARE THE PROPERTY OF ANTHONY PORTILLO,RA M15SILE TEST OF ASTM E1011% AND ASTM EIM6 A,5 MODIFIED BY 2020 NY5 BG AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN SECTION�01.2.1.2.1.&ARA6E DOOR GLAZED OPENIIN6 PROTECTION SHALL MEET EXT, EXTERIOR RM, ROOM 1.4.STRUCTURAL COMPOSITEoMP051TE LUMBER; SINGLE MEMBERS OR ASSEMBLIES 13.BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT PERMISSION FROM THE ARCHITECT, USIN5 STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING, THE REQUIREMENTS OF AN APPROVED IMPACT-RE.515TANT STANDARD OR ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF AN51/DASMA 115. F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER I2.THE ARCHITECT IS NOT RETAINED FOR SUPERW1510N OF THE WORK AND IS STRUCTURAL COMPOSITE LUMBER PRODUCTS,THIS DOCVMEN,THE 14.PROVIDE 'X'CROSS ERAGIN6 AT JOISTS,STUDS,AND RAFTERS WHEN SPANS RESPONSIBLE FOR DES16N INTENT ONLY. GOVERNING BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS AS EXCEED 8'-O" AND AT EVERY&-0". 12_AS AN ALTERNATIVE TO NOTE 011 ABOVE,WO=STRUCTURAL PANELS WITH FAR FLOOR AREA RATIO 5TL. STEEL 13.THE CONTRACTOR SHALL OBTAIN GERTIFIGATlE OF OCCUPANCY. FORTH IN THE MANUFACTURERS CODE EVALUATION REPORT, A THICKNESS OF NOT LESS THAN a"AND A SPAN ION NOT MORE THAN 5'SHALL 15.TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS,SEE ALSO PAGE BE PERMITTED AS&LAZING PROTECTION,PANELS:SHALL BE PRECUT AND F.A.V, FRESH AIR VENT S.V, SMART VENT 14.THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 1-5.PREFABRICATED WOOD TRU55E5: ASSEMBLIES USING PREFABRICATED 6_005 ATTACHED TO THE FRAMING SURROUNDING THE OPENINt6. PANELS SHALL BE TIMES. AT THE COMPLETION(OF WORK,THE CONTRACTOR SHALL REMOVE ALL P400P TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE PREDRILLED AND SECURED WITH THE ATTACHMENIT HARDWARE PROVIDED AS FF FINISHED FLOOR TBD TO BE DETERMINED RUBBISH,WASTE MATERIALS,TOOLS,ETC.,GLEANt CLASS AND LEAVE WORK GOVERNING BUILDING CODE,AND ANY ADDITIONAL REOUIREMENTS AS 16.APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS PER THE ANICHORA&E METHOD SELECTED IN ACGCORpANGE WITH TABLE BROOM GLEAN, SET FORTH IN AN151/T'PI I NATIONAL DESt6N STANDARD FOR METAL PLATE NECESSARY. R301.2.1,2. ATTACHMENT HAROKARE SHALL BE PERMANENT FF ELEV, FIRST FLOOR ELEVATION TEMP &L. TEMPERED OLAS5 CONNECTED WOOD TRUSS CONSTRUCTION,THE TRUSS DESIGN ORAAMOS, CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED 15. THE CONTRACTOR SHALL CARRY WGx2KMAN5 COMPENSATION AND GENERAL OR THE MANUFACTURERS CODE EVALUATION REPORT. 11.PROVIDE ALL NAILIN6 AND STRAPPING ADDRESSED ON PACES 6-005. ON THE BUILVINS, F.J. FLOOR JO15T5 THK, THICK LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 1.6.6YP5UM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL 15. AT "I^ET WALL"PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. FOUND. FOUNDATION T.O.K. TOP OF WALL AND ORDINANCES, MEET THE PROVISIONS OF ASTM CJ36 SPECIFICATION FOR GYPSUM ! ' GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB 1.CONTRACTOR SHALL INSTALL WATER SUPPLY,DRRAIN,WASTE,AND VENT(OW ) FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD 16.THE CONTRACTOR SHOULD FULLY 6UARANTFM HIS WORK AND THE WORK OF WALLBOARD,ASTM C51 SPECIFICATION FOR 6YPS LATH,OR ASTM G�q FLOOR SHALL NEVER EXCEED A I6"SPAN, SYSTEMS TO NY5 PLUMBINI6 GORE AND NY5 DEG FRE6ULATION5. THE SUB-CONTRACTORS FOR A PERIOD OF AT LIEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. COMPLETION OF PROJECT. Iq•AT ROUGH OPENIN65 PROVIDE ALL APPLICABLE NAILING AND STRAPPING 2 PROVIDE HOT AND COLD SHUT OFF VALVES ATI ALL FIXTURES. FR. FRAME TYP, TYPICAL I.I.HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL A5 PER PACE 6-003. 11. THE CONTRACTOR 5HAILL INDEMNIFY AND HOLID HARMLF-55 THE OWNER, MEET THE PROVISIONS OF AN51/AHA A135.4 BASIC HARDBOARD OF FRPR, FIREPROOF U.O.N. ^� UNLESS OTHERWISE NOTED r ANSI/AHA ALW,6 HARDBOARD SIDING. 20, 'P.T,"SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN A ALL WATER PIPING TI HAVE GLEAN OUTS AT ALLL CHANGES IN DIRECTION A&AINS ALL C 1N_ER,AND THEIR AOSSES AND E!XPLOYE ,I FROM AND ACCORDANCE w/AWPA C22;WHERE DRILLING AND/OR CUTTING OCCURS,FIELD AND AT BASE OF VERTICAL WASTE PIPES. FTC. FOOTING VE�RT. VERTICAL A6AINt5T ALL CLAIMS,DAMAGES,LOSSES AND E:xPEN5E5,INIGLUDIN6 ATTORNEYS FEES ARISINE4 OUT OF OR 1RE5VLTINO FROM THE PERFORMANCE OF 1.5 STRUCTURAL PANELS: TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2%COPPER 4,USE 4"CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/40"PER THE WORK PROVIDED THAT ANY SUCH CLAIM,PA+MA&E,LOSS OR EXPENSE(A) METAL BY REPEATED BRUSHING,,PIPPIN&,OR SOAKING UNTIL THE WOOD FOOT. GYP. BD, GYPSUM BOARD V.I.F. VERIFY IN FIELD IS ATTRIBUTABLE TO BODILY INJURY,51GKNL55,LDISEASE OR DEATH OR TO 1 5.1.PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL ABSORBS NO MORE. ALSO,FOR HARDWARE U5ED WITH P.T.LUMBER, MEET THE PROVISIONS OF U.S.DEPARTMENT OF COMMERCE CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T.LUMBER H.D. HOLD DOWN W/ WITH INJURY TO OR DESTRUGTIt7N OF TANGIBLE PROPERTY(OTHER THAN THE WORK 5.GENERAL TRAP AND WASTE SIZES AS FOLLOI^5i,UNLESS OTHERWISE NOTED- ITSELF VOLUNTARY PRODUCT STANDARD I (PS 1)CONSTRUCTION AND MANUFACTURER SUCH AS; HANGERS,NAILS,SCREWS,FLASHING,ANCHOR BOLTS. - ITSELF INGLUDINI6 THE LOSS OR USE RESULTING TfHEREFROM)_(B) IS CAUSED IN -DISH WASHER................_.......__............2- INDUSTRIAL PLYWOOD,U.S.DEPARTMENT OF COMMERCE VOLUNTARY ETC.FOR LOCATIONS SUCH AS: LEID&ER BD.,SILL PLATE,DECK CONSTRUCTION, HDR l HEADER WD. WOOD 1^h�OLE OR IN PART BY ANY NEGLIGENT ACT OR IOM155!CNI OF THE -KITCHEN SINK„„,,,•„.............-.-.,.-.......2' PRODUCT STANDARD 2(PS2)PERFCRRMANCE STANDARD FOR ETC.ANY REFERENICES TO CCA ARE TO REPLACED WITH P.T. CONTRACTOR,ANY SUBCONTRACTOR,ANYONE DItREGTLY OR INDIRECTLY - LAVATORY...............................................2" WOOD-BASED STRUCTURAL-USE PANELS,APPLICABLE CODEHNGR HANGER ZR ZONING RE50LUTION EMPLOYED BY ANY OF TEEM,OR ANYONE FOR WJHOSE ACTS ANY OF THEM MAY -SHOWER/TUB..........__..._.._........._......2" LVL(LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLO 21. . WING: .5. BE LIABLE RE6ARDLE55 DF WHETHER OR NOT ITS 15 CAUSED IN PART$Y A EVALUATION REPORTS - TOILET._............................. - PARTY INDEMNIFIED HEREUNDER, A.TRU55 JOIST MaMILL1AN I.qE MICROLAM - LAUNDRY............................•••..........,, 2. HOR. HORIZONTAL Ut.2.ORIENTED-STRAND BOARD(OSB),WAFERBOARD ORIENTED-STRAND B.6EOR61A PACIFIC 2.OE G-P LAM ' ' BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET P5L(PARALLEL STRAND LUMBER)DENOTES: - FLOOR DRAIN...... _ ..-..... ..-. B' I5.ALL MATERIALS,ASSEMBLIES,AND METHOD OF CONSTRUCTION INCLUDING THE PROVISIONS OF U.S.DEPARTMENT OF COMMERCE VOLUNTARY A.TRUSS JOIST WMILL1AN 2.OE PARALLAM BUT NOT LIMITED TO FORM-WORK,BLOULLY SUP FRAMING,NAILING,PLACING FROPUCT STANDARD 2(P52)PERFORMANCE VOLUNTARY PRODUCT ALL TO BE INSTALLED A5 PER MANU,SPEG,b 6.ALL SYSTEMS TO HAVE ONE B'MAIN VENT STACGK AND INCREASED TO 4" OF CONCRETE,ETC.ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR STANDARD FOR WOOD-BA5ED STRUCTURAL-USE PANELS OR THROUC H ROOF, TO BE SURE THEY ARE IN IDOOD PRACTICE, WITH THE PIONS FRON05,M SPECIFICATIONS,PGATIN675 APPLICABLE CODE EVALUATION REPORTS. 22. I-JOIST FLOOR SY5TEM5 SHALL EE IN AC40ROANCE WITH THE WOOD APPLICABLE CODES AND GOOD PRACTICE,DEVIIATIOMS FROM THE pRAWIN165 1,PROVIDE FROST-PROOF HOSE BIBS WITH EA51L1Y ACCESSIBLE DRAIN 4 AND 5PECIFICATION5 WILL NOT BE PERMITTED WIITHOVT WRITTEN FRAMING MATERIAL STANDARDS SECTION,THE&OVERNIIN&BUILDING CODE, DRAIN COCKS AS REOV.HOSE 5155 SHALL BE PWOVIDED WITH BAGKFLOW AUTHORIZATION OF THE ARGHITECT/EN,&INEER, L,S,°.5.PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S PROTECTION, APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY CODE EVALUATION REPORT. Iq,THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENT'S AS SET FORTH IN THE MANUFACTURER'S CODE 5.WASTE FROM CLOTHES WASHERS AND LAUNDRW TUBS ARE TO BE PROVIDED NEEDED,UNLESS OTHERWISE SPECIFIED.ALL DIMEENSIONS AND CONDITIONS EVALUATION REPORT. 25.NOTCHES IN THE TOP OR BOTTOM ED6E OF SOLID SAWN RAFTERS SHALL WITH BACK FLOW PROTECTION. PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN.NOTCHES IN THE I.D.4.FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL q. THE WATER SUPPLY AID SANITARY SYSTEM SHA6,LL COMPLY WITH LOCAL 20.CONTRACTOR TO REMOVE 4 RELOCATE A5 fREOUIRED ALL EX15TIN1&WORK SHALL MEET THE PROVI51CNt5 OF ANSI/AHA AIg4.1 CELLULOSIC RAFTER DEPTH.WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT HEALTH DEPARTMENT STANDARDS AND RECULATICCNaS. WHICH INTERFERES WITH NEW CONSTRUCTION IN A.WORKMAN LIKE MANNER. FIBERBOARD OR ASTM 6205 STANDARD SPECIFICATION FOR EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH.BORED HOLES ARE LIMITED CELLULOSIC FIBER INISULATIN6 BOARD. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AID THE EDGE OF THE 10.APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR 21.ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM E06ES. TO CONGEALMENT OF PLUMBING. " SPECIFICATIONS,UNLESS NOTED OTHERWISE. 1,8.5,STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN STRUCTURAL APPLICATIONS SHALL MEET THE REOUIREMENTS OF U.S. 24.NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE 11.NOTC H N6 AND BORING OF STUDS,JOISTS,RAFTrER5 AS PER BUILDING CODE. 22.PROVIDE FIREBLOCKIIN5 AS PER NEW YORK,ACCESSIBILITY STANDARDS, DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I MIDDLE ONE-THIRD OF THE STUD LENGTH.NOTCHES IN THE OUTER THIRDS OF NO NOTCHIN16 AND BO4;ZIN7 OF STRUCTURAL MEMPAERS SHALL BE PERMITTED (PS- 1),THE 6OVERNIIN6 BUILDING GORE,AND ANY ADDITIONAL THE STUD LEN6TH SHALL NOT EXCEED 25%OF THE ACTUAL DEPTH. BORED NOR ANY POTENTIAL DAMAGE THEREOF. 23,PLEASE NOTE THAT THESE PLANS ARE PROTEECTED AGAINST ANY REOUIREMENTS A5 SET FORTH IN APPLICABLE CODE EVALUATION HOLES SHALL NOT EXCEED 40%OF THE ACTUAL STUD DEPTH AND THE EDGE UNAUTHORIZED USE UNDER FEDERAL LAW BY THE:ARCHITECTURAL P40RKS REPORTS, OF THE HOLE SHALL NOT BE CLOSER THAN 5/5"TO TIM EDGE OF THE STUD. COPYRIGHT PROTECTION.AGT OF IggO(AWGPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS-SECTION, 2.2.FASTENERS AND CONNECTORS! ALL FASTENERS AND CONNECTORS SHALL MECHANICAL.FUEL 6A5i CONFORM TO THE STANPAR05 SPEGIFIEP IN M 2.2.1 THROUGH M 2.2.1. 25, FOR NEW WALLS,A PERFORATED SHEARWALL SYSTEM 15 USED.THE S SHALL COMPLY w/THE CODES AND REFERENCE!STANDARD: I,MECHANICAL AND FUEL OAS SYSTEM CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, I.IYS MECHANICAL CODE AND FUEL SYSTEMS GODS 1.ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 2.2•I.BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B It-2-1 SQUARE AND NOTES,AND TABLES ON PACE 6-003 4 6-004. THE FASTENING SCHEDULE STATE BUILDING CODE,2020 NEW YORK STATE !RESIDENTIAL CODE,2020 HEX BOLTS AND SCREWS(INCH SERIES)_ SPECIFIES THE REOV NAILING FOR THE SHEATHING(ANY NAILIN6 NEW YORK STATE PROPERTY MAINTENANCE CODE,AND 2020 NEW YORK 5PEGIFIGATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING STATE ENER6Y CONSERVATION CONSTRUCTION CODE. 2.2.2,LAG,SCREWS: LAG,SGREW5 OR LAC BOLTS SHALL COMPLY WITH ANSI/ 5CHEDULE),HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED FOUNDATION.CONCRETE.AN7 MASONRY ASME 515.2.1 SQUARE AND HEX BOLTS AND SCREWS(INCH SERIES). 1•CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTI SHEARWALL SYSTEM(INSTALL A5 PER APPLICABLE DETAILS i MANU.5PEG.'e). N16 FOUNDATION A5 IT 2.REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOVNDJFLOOR PLANS. APPLIES TO THE NEW WORK BEING PERFORMED RM SHALL COORDINATE THE WOOD FRAMING,AND CONNECTION TO FOUNDATION-2016 WOOD FRAME 2.2.5. TRUSS METAL GONNIEGTOR PLATES: TRUSS METAL CONNECTOR PLATES SUB-FIR T AND SECOND IN SUCH A MANNER TO N INTO E THAT THE CONDITIONS OF CONSTRUCTION MANUAL BY THE AMERICAN FOREST 4 PAPER ASSOCIATION SHALL MEET THE REQUIREMENTS OF AN51/TPI 1 NATIONAL DESt6N 26.COLUMN BEARIN a AS FOLLOWS: THE FIRST AND SEC:OMD FLOORS ARE TAKEN INTO ACCOUNT, (AF4PA)AMERICAN WOOD COUNCIL(AWG). STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION(, WOOD POSTING TO BE BLOCKED SOLID TO FOUND,WALL w/END&RAIN, 2,ALL FOOTINGS TO BEAR ON FIRM,VIRGIN,UMDHSTURBED 501E THE 60VLRNINIO BUILDING CODE,AND ANY ADDITIONAL REOVIRLMENTS TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. 5,ALL PLVMBINI6 WORK SHALL CONFORM TO THE 2020 NEW YORK STATE AS SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORTS. WALL w/STEEL SHIMS 4 A MIN,5/4"OF NON-SHRINK 6ROVT, S,SOIL TO HAVE MIN,BEARING CAPACITY OF 0)1TON/50.FT„U.O.N. PLUMBING CODE. SECURE w/(2) 1/2" 0 ANCHOR BOLTS(4" LONG EXPANSION BOLTS O 2.2.4,METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND EXIST,WALLS A 12" LONG HOOKED BOLTS o NEW FOUND, WALLS). FOR ANY 4.FOOTIN55 TO REST A MIN.OF 4'-0"BELOW MADE,UNLESS ,C�F2E A RCL' 4. ALL MECHANIIGAL WORK SHALL CONFORM TO'THE 2p20 NEW YORK STATE 6A6E ARE SPECIFIED,MINIMUM ASTM A653,5TRUCTURAL QUALITY, PO5TIN6• C.M.U.WALL SEE PLAN FOR REQUIRED REINFORCIN6(O MIN. I6` >- CRAVE 55 STEEL SHALL BE USED,OTHER METAL CONNECTORS SHALL OTHERWISE NOTED MECHANICAL GODS AND.20.0 NLW PORK STATE FUEL CA5 GORE. WIDE B COURSES OF SOLID BRICK MASONRY CENTERED m POSTING,U.O.N). TABLE R301.7 C� `l �C MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY F CLIMATIC d GEOGRAPHIC DESIGN CRITERIA !� �� h'0 F� 5.ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC ADDITIONAL REQUIREMENTS A5 SET FORTH IN THE MANUFACTURERS HOWEVER,WHEN COLUMN OR R.STINOMAK IS PART OF THE LOAD PATH FOR USE 5.WALLS TO BE POURED CONCRETE OF SIZE SHOPVINI ON DRAWINGS,U.O.N. IN A 5NfEAIRVJALL,ALL ANGIipRS MAKINIG AN ATTACHMENT ARE TO BE w/ ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 4' V �s � CODE,NFPA 10 AND 2020 NEW YORK STATE ENIERGY CONSERVATION C.ODE EVALUATION REPORTS. STANDARD 5HEARWALL HARDWARE(w/NOTED VALUES) 4 ANCHOR BOLTS, 6,NO BACK FILL SHALL BE PLACED AGAINST FOILMATION WALLS &ROUND SNOW LOAD 25 LES Q 0 CONSTRUCTION COPE. 2,2,5.NAILS: NAILS SHALL COMPLY WITH ASTM IF 16b1 STANDARD U.O.N.WITH TOP GAPS a STEEL COLUM45 TO BE MIN,)'4"VENT PLATE 5"LONG UNTIL X TIER OF FRAMING 15 IN PLACE, N ! w/6"RISE 4 w/(2)e/4'0 BOLTS THROWH CENTER LINE OF VERTICAL LEGS ALLOWABLE SPECIFICATION FOR DRIVEN FASTENERS: NAILS,SPIKES,AND STAPLES. STRUCTURAL MEMBER BASIC WIND SPEED 150 MPH SET b"DIST„U.O.N. -ADDITIONAL INFO. 15 FOUND ON FACE&-00'S. 1,FOOTINGS TO BE POURED CONCRETE C SIZE .aNfOWN ON DRAWINGS. DEFLECTION 1 �iENERAl VN'Np PRQTfGTI N t��RNEGTION NOTES: rII ADAPTED FROM STANDARD FOR HURRICANE RES!'!STANT RESIDENTIAL 2.2.6.PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 5. ALL OPENINGS FOR BEAM POCKETS,UTILITIES, ETC.TO BE FILLED CONSTRUCTION;55TD 10-Rq AND 2018 58G H16H MIND EDITION WOOD FRAME SHALL MEET THE REQUIREMENTS OF THE &OVERNIN6 BUILDING CODE RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATE60RY B AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE 50LIP WITH CONCRETE, LAW CONSTRUCTION W/NO FINISHED GEILIN6 ATTACHED TO RAFTERS S �- 1. A CONTINUOUS LOAD PATH BETWEEN FOOTIN655,FOUNDATION WALLS, MANUFACTURERS CODE EVALUATION REPORTS. q,ANCHOR BOLTS SHALL BE IN ACCORDANCCE WITrH PAGE 6-005. SEISMIC DESt6N CATEGORY 8 OQ a 4SS FLOORS.STUDS AND ROOF FRAMING SHALL ESE PROVIDED. 2.2.1,SCREWS: SCREWS SHALL COMPLY WITH AN251/A5ME B 16.6,1 ASPHALT ROOFING SF+fN6LE5 2. APPROVED CONNECTORS,ANCHORS AND OTtHCR FASTENING DEVICES NOT WOODSGREWS((NIGH SERIES). 1.ALL SLOPED ROOFING 5HIN6LE5 SHALL BE 6AF-GLA55-A ASPHALT ROOFING 10.ALL CONCRETE TO HAVE AN ULTIMATE COMPRZE551VE STRENGTH AT 25 INTERIOR WALLS 4 PARTITIONS HAW WEATHERING SEVERE rF OF N E`N SHINGLES OR APPROVED EQUAL. DAYS OF 4000 P,5,1„V.O.N. INCLUDED IN THE STANDARD BUILDING CODE„SECTION 2506 OF IBC SHALL BE USED IN AGGORDANCE WITH MANUFACTURIERS RECOMMENDATIONS. FLOORS 4 PLASTERED CEILINGS L/'=�60 FROST LINE DEPTH g'-O" 2.SHINGLES SHALL BE APPLIED OVER 15s BUILDINt6 FELT,UNLESS OTHERWISE II.GONG.SLABS TO REST ON MIN,OF 6'FINE 6RW+VEL OR SAND WITH NOTED. ALSO,CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE 6 MIL.POLYETHYLENE VAPOR BARRIER UNDER ALL OTHER STRUCTURAL MEMBERS L/240 8. METAL PLATES,C.oNNIEGTORS,SCREWS,P.OLT5 AND NAILS EXPOSED MECHANICAL CONNECTIONS: AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL TERMITE MODERATE TO HEAVY DIRECTLY TO THE WEATHER OR SUBJECT TO;5ALT CORROSION IN COASTAL LINE, 4 24" FROM ALL VALLEYS,AMID ROOF FLASHING CONDITIONS. 12.COPPER FLASH ALL JOINTS WHERE SLAB ASMS FRAMING. AREAS SHALL BE STAINLESS STEEL OR HOT 1DPPPED 6ALVANIZED. 1, ALL MECHANICAL CONNECTIONS SPECIFIED AS"511MP50N"MAY BE EXTERIOR WALLS W/PLASTER OR STUC40 FINISH H/°�b0 ICE BARRIER REQUIRED YES 5U55TITVTED WITH AN APPROVED EQUAL PRODUCT, 5.PROVIDE FLASHING NECESSARY FOR WATER T16HT AND WEATHERPROOF 1B•BRICK VENEER TO BE ANGNIORED WITH GORRCri510N RESISTANT TIES- 4, WHERE WINIDOWS AND DOORS INTERRUPT WOO STRUCTURAL PANEL CONI5TRUC.TION (1)WALL TIE PER(3)SO. FT, EXTERIOR WALLS - WIND LOADS W/BRITTLE FINISHES L/240 SHEATHING AND ,FRAMING ANCHORS(OR CONNECTORS SHALL 2 THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED PROVIDED AT THEE TOP AND BOTTOM OF GRIIPPLE STUDS,HEADER STUDS BY '5IMF'5ON'MANUFACTURER, 4.ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, AND AT LEAST ONE STUD AT EACH SIDE OF COPENING, SPECIFICATIONS. MAX. 52'-O'OJG.,TO DIRECT ANY CONDENSATION TO THE EXTERIOR, EXTERIOR WALLS - WIND LOADS W/FLEXIDLE FINISH55 LA20 5. RIDGE 5TRAP5 SHALL BE ATTACHED TO EACH PAIR OF OPP051NIG B. ALL LOADING SIMPSOCAPACITIES SHALL MATCH EXACTLY RE EXCEED VALUES RAFTERS EXCEPT WHEERE COLLAR TIES OF I'ixb"OR 2"x4' LUMBER 15 INDICATED IN 'SIMPSONI'PRODUCT LITERATURE. THERE MAY BE SEVERAL 5.NAILIN6 OF ROOFING SHALL BE TO GORE. 15.APPLY(I)GOAT OF TAR BASED WATERPROOF11N6 TO EXTERIOR OF FOUND. LOCATED IN UPPER THIRD OF ATTIC,SPACE AND ATTACH TO EACH PAIR OF LOADIN6 VALUES,CONTRACTOR SHALL CONTACT ARCHITECT IF ANY FROM FOOTING TO 2'ABOVE FINISH GRADE. RAFTERS. LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY'SIMPSON' 6.CORROSION RESISTANT It &AGE ROOFING NAILS AND 16&AGE STAPLES ARE PERMITTED 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES STRUCTURAL DE51ryN LOADS 6. UPLIFT CONNECTORS!WALL BE PROVIDED AT EACH RAFTER BEARIN&. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED OF 40"F AND FALLING,UNLESS APPROVED BY A%RCHITECT/EN&1NEER.NO 1.PROVIDE(2) LAYERS OF 150 ASPHALT BUILDING FELT UNDERLAYMENT FOR CONCRETE SHALL BE PLACED ON FROZEN 50RFAtCE5. NO. ISSUe Issued to 1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROWIDED EVERY 45" AND EVERY 5• INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT A5 PER 2-.12 PITCHES TO 4;12 PITCHES 16'WITHIN 4'OF EXTERIOR CORNERS, MANUFACTURER SPECIFICATIONS OF THE PRODUCT E.IN6 INSTALLED. 11, NO ADDITIVES SHALL BE PLACED IN CONIGRETrE UNLE55 SPECIFIED BY F_ USE LIVE LOAD DEAD LOAD b.ASPHALT SHINOLES,SHALL BE TESTED TO DETERMINE THE RESISTANCE OF ARCHITECT/ENGINEER. 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT A5 PER MANUFACTURER THE SEALANT TO UPLIFT FORGES USING ASTM D 6851. 475 Jernick Ln Interior Renovation SPECIFICATIONS OF THE PRODUCT BEING INSTALLED It.PROVIDE BITUMINOUS JOINTS BETWEEN SLABS,AND FOUNDATION WALLS AND EXTERIOR BALCONIES "to psf 15 pet TO THE FOUNDATION 1141TH ANCHOR BOLTS HAkVIN6 A MIN,VOLT DIAMETER WHERE EVER APPLICABLE. OF I-AND 5'x5'xj"KkSHERS.A MINIMUM OF ONE ANCHOR BOLT SHALL BE 1. VARIATIONS IN CONNECTOR CON"I6URATION SHALL BE APPROVED BY DECKS 40 pot 15 pop PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE.ANCHOR ARCHITECT Iq.UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTIN OS ARE TO BE A Scale1 Date Drawn By OF SHALL HAVE A.MINIMUM EMBEDMENT F 1 ONI" IN GCRETE/MASONRY MIN. 10"VEEP PIROJECTIN&6"ON EACH SIDE OF TTHE FOUNDATION WALL. 1/Lt" I_1 Ou 12/22/25 FR FOUNDATIONS,ANCHOR BOLTS SHALL BE LOCATED WITHIN 12"OR CORNERS 6. ALL CONNECTORS SPECIFIED AS A'SIMP50N'TOP MOUNTED BEAM 6YP5UK WALL DOARD PROVIDE TWO•4 DEFORMED BARS CONTINUOUS ION THE FOOTING_ALL 4'THICK PAS5ANOER VEHICLE GARAGES 50 psf AS PER PLAN AND AT SPACING NOT EXCEEDING WON CENTER, HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 1.6YP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT CONCRETE SLABS TO HAVE bxb 10/10 WELDED HI'IRE REINFORCING. BEAM HAN6ER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. COMPOUND METHOD. ATTICS WITHOUT STORAGE(MAX CLEAR H6T<427) 10 pet 15 pet ELECTRICAL: 20. FOR SECOND STORY ADDITIONS,EXIST.FOUMCDATIONy ARE TO BE VERIFIED 1,ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 2. ALL GYPSUM BOARD SHALL BE I/2'ON WALLS AND GEILIN6,UNLESS AS IN SOLID d SOUND CONDITION WITH AN EXIST,IFOOTINIG OF MIN. 16"WIDE x 5' 475 Jernick Residence NS TO 2011 NATIONAL ELECTRIC CODE,NFPA 10 ARID 2020 NEW YORK STATE OTHERWISE NOTED. WATER RESISTANT(W.R) AT BATHROOMS AND INHERE DEEP 4 5'-0"BELOW CRAVE.TO WITH STORAGE(MAX CLEAR HOT>42') 20 psf 15 psf ENER6Y CONSERVATION CONSTRUCTION CODE. DEEMED APPLICABLE. IULATION ROOMS OTHER THAN SLEEPING ROOMS 4O psf IS psf 2.CONTRACTOR WILL FUFL ID NISH A FIRE UERWRIITER5 CERTIFICATE UPON 5.5/6%ONE HOUR RATED,TYPE 'X'GYPSUM HOARD ON CEILING AND WALLS I.ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED tti�!!ERE APPLICABLE)AT HEAT PRODUGINE�EOUIPNIENT TO EXTEND THREE FEET SITE WORK COMPLETION OF WORK. FIBER&LA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EOUAL. IN EACH DIRECTION BEYOND THE uNIT(5). ALSO AT HEAT FEXTEND T 1.STAKEOUT 15 TO BE PERFORMED BY A LICENSErP SURVEYOR 5LEEPIN6 ROOMS 50 ps/ 15 per 47 5 Jernick L n Southold, N.Y. 119 71 FOIL TO BE PLACED TOWARD WARM SIDE. EOUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL S.SMOKE DETECTORS,IN CONFORMANCE WITH NIFPA 12: 2,VERIFY ALL GIVEN DATA ON DQAWIN65_ IF THERE 15 A DISGREPANGY, -GENERALLY,VERIFY OR PROVIDE HARD HIRED 2.PROVIDE 2'R-10 RICO FOAM INSULATION FOR EXTERIOR FOUNDATION CONCRETE PANELS OF 5/5"THICKNESS MINIAIM, RECEIVE CLARIFICATION FROM ARCHITECT/EW-71WEER PRIOR TO PROGEEDIN&. STAIRS 40 Pet 15 PSI SMOKE DETECTORS w/BATTERY BACK-UP IN: WALLS FROM 6"BELOW CRAVE TO 24"BELOW CRAVE IF DESIRED BY 4, FINISH JOINTS,J-BEADS,NAIL DIMPLES,CORNERS,AND ED6E5 SHALL BE A. EACH 5LEEPIN6 ROOM CONTRACTOR OR OWNER,CARE SHOULD BE TAKEN NOT TO DAMAGE TAP ED AND RECEIVE THREE COATS OF JOINT COMPOUND. ALLOW 24 HOURS 5.EXCAVATE AND BACK FILL FOR WORK INDIGAITED ON DRAWIN165. GUARDRAILS AND HANDRAILS 200 pet 15 psf FOUNDATION WATERPROOFIN6. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING IPRIVEWAY AND BUILDING TO DRY BETWEEN COAT5. FINAL COAT TO BE SANDED SMOOTH. SITE. STOCKPILE ALL EXCAVATED MATERIALS. B,OUTSIDE OF EACH SEPARATE SLEEPING, S,6ENERALLY,UNLESS NOTED OTHERWISE,INSULATE A5 FOLLOWS: 12 pot FOR ATTIC General Notes AREA IN THE IMMEDIATE VICINITY OF ., S.METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ROOF LOADING(LIVE ■ GROUND SNOW LOAD) 25 f THE BGDR00T�1y(GENERALLY THE HALLWAY) -R"R- O FOR FLAT CEILINGS ALL OPENINGS. 4,NEW AND EXISTING BACK FILL MATERIAL ARE ITO BE FREE OF WEEDS,TREE PS 15 psf FOR GATH, -5.25"R-BOG FOR VAULTED AND CATHEDRAL CEILIN65 ROOTS,ROCKS.ANp DEBRIS. ALL SURPLUS MATEER!AL THAT 15 UNSUITABLE -5.5'R-15 FOR 2"x4'WALL CONSTRUCTION FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. C,EVERY LEVEL OF DWELLING , 6.FASTEN GYPSUM BOARD A5 PER FASTENING SCHEDULE ON PAGE 6-OOB. ($ASMENT,FIRST FLOOR, t SECOND FLOOR,ETC) -5.25'R-.1 FOR 2'xb'hWLL CONSTRUCTION *ALL STRUCTURALDESt6N CONSIDERATIONS ARE IN GONFORMANGE WITH 5.25'R-21 FOR FLOORS S.PROTECT TREES WITHIN EIGHT FEET OF THE BUILLDIN6, ASGE 1-10(MINIMUM DESIGN LOADS FOR BUILDIN65 AND OTHER STRUCTURES) Dwg. no. INTERIOR MIISGELLANEOUS FRAMING GRAPHIGS CONTINUOUS BUILT-UP GIRDERS OR MORE: SUPPORTS (THAT EXCEED FRAMING ,STANDARDS, IT I5 REOV FOR FRAMER TO HAVE A F I REBLOGK I NO FOR PLATFORM HOOD FRAM I NO WORKING KNOWLIEDGE OF THE AMERICAN WOOD COUNCIL [AW01 DETAIL BOOK CONNECTION PATTERN SCHEDULE (FOR ENGINEERED LUMBER [ie. WOOD I-JOIST51 SEE MANU. eFEC.'s FOR ADDITIONAL INFO.) RENOVATION AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) -___ _______.__.____________- BETWEEN 1/6 ASSEMBLY REQUIREMENTS: C.ONNEGTION a 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED PRTTERNF DESCRIPTION PTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE 1.FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES 475 Jernick Ln Southold, N.Y. 11971 MAX.52* LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)Rows 10d NAILS o 12.OZ. p THE SPAN LENGTH FROM AN INTERMEDIATE 2.FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST TUD5 STUD B (5)Rows IOd NAILS a 12•O.C. SUPPORT. NO TWO ADJOINING JO)I5T5,NOR MORE SERVES AS FIRESLOPPING. SUBFLOOR P 11 THAN ONE THIRD THE TOTAL NUMISER, ARE TO BE (2)ROWS 1/2•m BOLTS a 12•D.C..5TA66ERED; JOINTED ON THE SAME 51DE OF 1rHE SUPPORT. 5.FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE SUBFLOOR G DBL.a ENDS Two-PIECE PLATE SERVE A5 FIRESTOPPIN6. SOLE PLATE - BUILT UP GIRDER P- MAX.52" NAILING: 4.FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE v (2)Rows ln'm BOLTS a lb•O.C. JOIST SERVES AS FIRESTOPPING. LE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE (2)ROWS 1/2'm BOLTS a 24'O.G. SIDE WITH IOd NAILS,TWO NEAR IEACH END OF BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE r, 5.FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING P (2)Rows 5-5/6•TP16SLOGK SCRENS a 12•O.C. t 1/4 OF A OF 16 INCHES BETWEEN NAILS IN ,A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. SCREWED ON(1)SIDE OF MEMBER LINE;OR GIRDERS ARE TO BE NAILED FROM EACH _ (2)ROWS 5-3/5'TR155LOGK 5ICREN5 a Ib•O.G. P SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH - 6.FOR PLATFORM FRAME CONSTRUCTION: THE 50LE SCREWED ON(1)SIDE OF MEMBER JOIST, OTHERS STAGGERED w/At DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN H ffII((�2),R,RCOW5 5 5/b'TRUSSLOGK SCREWS o 24.O.G. BETWEEN NRILS IN A HORIZONTAIL. LINE. -- -= JOISTS SERVE A5 FIRESTOPPING. JOIST WED ON(I)SIDE OF MEMBER p -- -- - --- THREE-PIECE �.FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND MAXIMUM OFFSET (2)ROV6 5'TPIr-CLOCK SCREWS a 12.O.G. BUILT UP 61RDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS JOIST DEPTH,d SCREHM ON BOTH SIDE OF MEMBER p NAILS ON EA. SIDE w/TWO NEAR. EA. END OF EA. SERVE AS FIRESTOPPIN6. MATCHED SIZE OF BLOCKING � _ UNDER NON-LOAD BEARIN FIRESTOPPIN6 AND K (2)ROWS 5•TRUSSLOCK SICKENS o Ib•O.G. PIECE, INCLUDING INTERMIDIATE ,JOINTS, AND w/ THE 4 fI SCREWED ON BOTH SIDE OF MEMBER STUD OTHERS STAGGERED w/ A DISTAkNCE OF NOT MORE 5 b.THE HEADER SERVES AS FIRE-STOPPING. PARTITIONS• 52"D.G. BLOCKIN S L (2)ROWS 5'TR/55LOGK SCREWS a 24'O.G. BETWEEN I/6 DOUBLE PLATE 51-'REKV ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. q.TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIECE CIDERS ARE TO BE ASSEMLED A5 BE ADDED BETWEEN 5TUD5 IN PARTITION ADJACENT TO GE I L I NG BRAG I NO p �i STRINGER TO SERVE A5 FIRESTOPPIN6. GANTI LEVERED FLOOR 1.BEAMS t HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/20d NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN W WHEN b'OR SMALLER FOR THE THREE-PIECE GIRDER. 10.THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR It CONNECTION PATTERN'B'WHEN 10.OR LAR5ER p FRAMIN6 SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN SCRENIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2•FROM ONE SIDE TO THE OTHER BUILT UP GIRDER -- � HELD IN PLACE BY METAL LATH OR WIRE FABRIC.SUCH p GIRDERS ARE TO BE SECURELY ,ANCHORED TO I 5UBFLOOR SOLE PLATE 2'x4"CONTINUOUS 6ABLE END FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF TRUSS MASONRY PIERS, NAILED TO WOOD POSTS OR THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING LATERAL BRAGS a b'O.G.BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY.THE SPACE ABOVE THE FIRE-STOPPING SHALL BE JOIST 2)IOd 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 '�` PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH.PLASTER CEILING ON N A I L I N O P /` T I F RN S FOR SIDE LOADED i�E /` M S (I c• FLUSH BEAMS) NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES,WILL SERVE l../ J"� r•J SIDE j�j�J-� A5 FIRESTOPPIN6. 10)8d -LOCATIONS O I STOPPIN6- � NAILS FIRE- ES FIRE- WOOD FIRESTOPPIN6 FIRESTOPPIN6 STOPPING 5TOPPIN6 FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING MULTIPLE-PIECE MEMBERS .JOIST •5d COOLER NAILS o 10"O.G. NAILED' BOLTED' N,1 VERTICAL '-BLOCKING 2•x4•BLOCK NAILED TO EA.BRACE 2 ROWS Ibd s Rows Iba ROW9)j ]ROWS)5' 2 ROW515' W/(4)IOd NAILS COMMON COMMON OLBOgLTiS eA56E�' BOLTS BOLTS COVERING 15 APPLIED FIRESTOPPIN5 WEN STUD 20 SO.STRAP a 12.O.G. a 12.OL. a 12'OL. a b'OL. TO UNDERSIDE OF 6YPS)M BOARD TWO ROWS 12"O.G. THREE ROWS 12'O.G. - JOISTS DOUBLE PLATE (10)bd NAIL LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 Sd COOLER NAILS o 10'o.c. BEAM SELECTION w/STD. NAILING JOIST SHALL BE LOCATED DIREGTTLYDEN- ENDWALL 5TUD5 AS NOTED IN NOTES 7 d 8 " " " " " " s NONCOMBUSTIBLE ALTERNATE OTES ALT.FOR USE OF DRYWALL 5GREWS " PIRESTOPPIN6 LOCATION VER STUDS,UNLESS TOP PLATE IS 4"a EDGE/12"a FIELD FULLY BLOCKED SOLE OF GIRDER I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EC6E-5 I'tlOD FIRESTOPPIN6 DESIGNED'T'O CARRY THE LOAD SCREWS•b-Wa'TYPE W OR 5 FIRESTOPPIN6 LOCATION 5 LOCATION b 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THC BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24'O.G.5TA66ERED TWO ROWS b'O.G. FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL ill it \ I NTE'RI OR STUD DETAIL THICKNESS OF THE MEMBER USE WASHERS UNDER HEAD AND NJT. OVERLAID ROOF 5.STA66ER EACH ROW OF FASTENERS BY 12'. 0" 0" 0" OO 0n 2'SPACE NOT ATTAG HMENT (D V ALLEY , I!i'�, TO BE FILLED �� _ ® NONCOMBUSTIBLE FIRESTOPPIN6 4.FOR A THREE�IEGE MEMBER THE SPECIFIED NAILING IS FROM EACH SIDE. li�!i,� ',; ;' FIRCSTGPPINa APPROX.I INCH THICK S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO •� BOTH SIDE OF THE MEMBER. Flh!\ b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6'OL.OR TRIPLED FOR 4.O.C.NAIL SPACING. LOCATION-1 510.NAILIN6 FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING w/ 1.2 ROWS OF I6a COMMON NAILS 02.OLJ FOR DEPT}IS 12.OR LESS 4 bd NAILS LOCATION 8 FIRESTOPPIN6 LOCATION q a EA.END a R.R. 6.5 ROWS OF Ibd COMMON NAILS 02'OL)FOR DEPTHS OF 14',16'a W. LOCATION 10 FULL WIDTH �2'x BLOGKI O - w � CONSTRUCTION DETAILS I$ N I ND LOAD PATH GONNEGTI ON DETAILS TO'I p PLATE DRILL 2"40 INTO ROOF INTERSECTION DETAIL DECK FOR STRAPPINOINSTL. EXIST.OR NEW NOT TO SCALE NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 lod NTIKha LOWER TOE NAILS OTED GONT.BLOICKIN6 TOP PLATE SPIKED TO R.R.'e ALIGN NEw E EX. R.R.AS SHOWN KING STUDS PLAN VIEW NOTE: SIMILAR a 'SHED' WOOD JO 1 S WOOD' JO I p ROOF,R.R.IN LINE CIRI PPLE STUD-_ BLOCKING JOIST HIANOER HEADER T. OENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR INSTALLATION OF CLINCIHED NAILS INSTALLATION OF TOE-NAILS OIRDERMEADER -O �. WOOD GIRDER JACK STUDS u MAIN MEMBER � WOOD' JOIST � -0 O �• � R4rD ARC 5 y�. C , -` JOIST FRAMING OVER WOOD ORDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION <t, ��� E. N�c�'q C Q- ��- ;s �.a I.TOE-NAILS SHALL BE DRIVEN o AN ANGLE OF Q Q MEMBE IAM.Xc 5 APPROX.50" w/THE MAIN MEMBER d STARTED APPROX. I Xs THE LENGTH OF THE NAIL FROM THE MEMBER END, .NAILS SHALL BE DRIVEN PERPENDIcGULAR TO N Z AS SHOWN ABOVE THE MEMBER,STRAIGHT THROUGH ANID BENT OVER A MIN.OF(5)NAIL DIAM.'s AT A q0" ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN -� MEMBER,FOR DIIAM.OF THAPPLICATION,SHALL BE AT LEASTSIX RAFTER 5.BE INSTALLED P I I IN EA SIDEOOF A RAFTER OR GEIL SHALL MORE THAN 2 TOE IN6 JOIST WALL STUD 04 4 42'' WALL STUD �TF OF NE`N �O WHEN FASTENED TO A 2"x4"TOP PLATE OR 5 TOE NAILS BOTTOM PLATE BOTTOIM PLATE IN EA.SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB) FLOOR- DOUBLE JOIST DOUBLE JOIST -0 TOP PLATE CHIM. CHASE SEGURINO @ STD. SIDE WALL WALL STUD NOTE. (51M.a CHASE!WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOIUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR d BLWO TO R/L SIDES w/'.STRAPPING TO R/L SIDES) O lD ® o-A M � V41 ND RES 1 STANT GONSTRUGT I ON CONNECTORS No. Issue Issued to TOP PLATE GHIM.CHASE WALL a z() QZ CONNECTION LOCATION: PART NUMBER: NOTES: 475 Jernick Ln Interior Renovation o Q RIDGE-TO-RAFTERS C520 o 21" APPLY TO EACH PAIR OF RAFTERS < ; w Scale Date Drawn By z RAFTER-TO-WALL H-1 APPLY TO EACH RAFTER 1/4" - 1'-0" 12/22/25 FR ROOF o o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER �z REQ'D BLOCKING -' o • PLATE-TO-WALL STUD G520 18" APPLY TO EACH WALL STUD 475 Jernick Residence TO ALIGN w/STRAPPING Q F w 0. ® EA.LT HE FIRs�FL1 ®z w � 2ND. FLOOR WALL-TO-1ST. FLOOR HALL LFTA or C520 @ 36" APPLY TO EACH WALL STUD FLOOR/GL6. O HEADER-TO-JACK STUD C520 6 12° APPLY TO EACH JACK STUD 475 Jernick Ln Southold, N.Y. 11971 CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 55TB16 APPLY TO EACH 5IDEWALL END IST. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE General Notes SIDE VIEW PLAN VIEW I ( SE WIT 3 SQUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. Dwg.no. DRAWING LEGEND INTERIOR E'XISTM'G STUD WALL V Ell A��IN STUD WALL RENOVATION _______ DEMO WALL 475 Jernick Ln Southold, N.Y. 11971 DEMO DOOR ICI TOOL SHED EXISTING DOOR ' NEW DOOR BATH100M DINING AREA KITCHEN HALL BATH2 OOM SECONDARY ] V BEDROOMLi KD - - - � 2 CAR GARAGE f- w fn PRIMARY _ I BEDROOM LIVING RM. I) II - II w II 0 J U I n Existing First floor Demo Plan 1/4" = 1'-0" 'CSRED ARC Nich,0 v so 04 STORAGE -qT� 40 s� 44SS �Q- O F N 17--� No. Issue Issued to 475 Jernick Ln Interior Renovation Scale Date Drawn By 1/4" = 1'-0" 12/22/25 FR UNFINISHED BASEMENT 475 Jernick Residence UP 475 Jernick Ln Southold, N.Y. 11971 DEMOLITION PLANS Dwg. no. n Existing Basement Demo Plan L 1/4" = 1'-0" D - 100 z INTERIOR DRAT VING LEGEND EXISTING STUD WALL RENOVATION NEW STUD WALL 475 Jernick Ln Southold, N.Y. 11971 DEMO WALL DEMO DOOR EXISTING DOOR TOOL SHED / NEW DOOR � b ki ti BATHROOM] DINING AREA KITCHEN HALL BATHROOM SECONDARY BEDROOM GARAGE WALL ASSEMBLY: NEW 2X8 STUDS 16 O.C. 1 HOUR RATED WALL BET.GARAGE&LIVING SPACE CONSISTING OF(1)LAYER 5/8"TYPE'X'GYPSUM BOARD,FIRE-TAPED AND FINISHED ON GARAGE SIDE I &(1)LAYER 5/8-TYPE'X'GYPSUM BOARD,TAPED 17777 AND FINISHED ON OPPOSITE SIDE. DN 1 3'-0" NEW R-30 ROCKWOOL INSULATION — — — -I T GAS-TIGHT SEAL:ALL PENETRATIONS(ELECTRICAL BOXES,CONDUITS,PIPES)MUST BE SEALED WITH — — — J FIRE-STOP CAULK OR APPROVED FIRE-BLOCKING q FOAM. v SILL PLATE:2X8 PRESSURE TREATED(PT)PLATE ANCHORED TO CONCRETE SLAB WITH SEALANT BEAD UNDERNEATH TO PREVENT GAS LEAKAGE. i 12�-8" INTERIOR WALL: F NEW 2X4 STUDS 16 O.C. LLJ NEW%*GYP BD. N NEW R-30 ROCKWOOL BATT INSULATION U NEW R-3 CONTINUOUS PRIMARY INSULATION(1/2'XPS)RIGID BEDROOM LIVING R— PROPOSED C; FOAM BOARD ALL JOINTS SEALED SENSORY ROOM io 8'-0"HEIGHT CEILING @ XTERIOR INFIII FRAMING: 00 N NEW 2X4 STUDS i6 O.C. CEILING ASSEMBLY: NEW%'PLYWOOD SHEATHING -_ EXG 2X6 16 O.C.JOISTS w NEW WOOD SIDING TO MACH LU NEW 5/8'GYP BD. Z EXISTING 0 NEW R-50 BATT W/MOISTURE BARRIER J INSULATION. V NEW R-30 ROCKWOOL INSULATION IP NEW R-3 CONTINUOUS /\ I I INSULATION(1/2"XPS)RIGID FOAM BOARD ALL JOINTS SEALED INTERIOR WALL: NE W 2X4 STUDS 16 O.C. i NEW%"GYP BD. �i NEW R-30 ROCKWOOL BATT INSULATION NEW R-3 CONTINUOUS INSULATION(1/2'XPS)RIGID FOAM BOARD ALL JOINTS SEALED ARC, E. Nt y�T V `r0 WALL ASSEMBLY: NQ Z NEW 2X8 STUDS 16 O.C. 1 HOUR RATED WALL BET.GARAGE&LIVING SPACE CONSISTING OF(1) GIRDER �I LAYER 5/8"TYPE'X'GYPSUM BOARD,FIRE TAPED AND FINISHED ON GARAGE SIDE&(1)LAYER 5/8"TYPE'X'GYPSUM BOARD,TAPED AND FINISHED ON �/, S OF a 41" OPPOSITE �- NSULAT ON //// BLOCKING � �9 T£ N O NEW R-30 ROCKWOOL � NEW INTERIOR WALL: GAS-TIGHT SEAL:ALL PENETRATIONS(ELECTRICAL BOXES,CONDUITS,PIPES) r N NEW 2X4 STUDS 16 O.C. MUST BE SEALED WITH FIRE-STOP CAULK OR APPROVED FIRE-BLOCKING JOIST NEW%"GYP BD. FOAM. NEW R-30 ROCW(WOOL BATT INSULATION SILL PLATE:2X8 PRESSURE TREATED(PT)PLATE ANCHORED TO CONCRETE METAL STRAP HANGER INEW R-3 CONTINUOUS INSULATION(1/2"XPS) SLAB WITH SEALANT BEAD UNDERNEATH TO PREVENT GAS LEAKAGE. RIGID FOAM BIOARD ALL JOINTS SEALED FLOOR ASSEMBLY: EXISTING WALL NEW 2X8"@ 16"O.C. JOISTS ATTACHED TO LVL LEDGER EXISTING WALL WITH slMPsoN Lugs HANGERS. ��'�` � �TYPITC�ALIST HANGERNEW%"PLYWOOD SUBFLOOR. FINISH FL TYPE TBD E No. Issue Issued to NEW 1�/4"X 7%"LVL SECURE TO NEW R30 BATT INSULATION NEW WALLL(2)3"X 5"STRUCTURAL 475 Jernick Ln Interior Renovation WOOD SCREWS @ 16" 2x8 @ 16" O.C. Drawn By Date GENERAL NOTE:FIREBLOCKING&DRAFTSTOPPING(NYS CODE R302.11) 1 Scale le — 1�'��� 1 Date 5 FR REQUIRED LOCATIONS:FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES, AND AT THE CONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES. t SPECIFIC LOCATIONS FOR THIS PROJECT:1.AT ALL INTERSECTIONS OF NEW DOUBLE-STUD WALLS AND FLOOR/CEILING ASSEMBLIES. 475 Jernick Residence 2.AT THE TOP OF THE CONCRETE STEM WALL BETWEEN INTERIOR AND EXTERIOR FRAMING. 3.AROUND ALL CHASES FOR VENT PIPES,DRAIN PIPES,AND DUCTS AT FLOOR AND CEILING LEVELS. 4.EVERY 10 FEET RADIALLY IN CONCEALED SPACES.EXISTING CONCRETE SOLID BLOCKING AT MID SPAN OF APPROVED MATERIALS:FIREBLOCKING SHALL CONSIST OF ONE OF THE FOLLOWING: 475 J e rn i C k Ln Southold, N.Y. 11971 SLAB NEW FLOOR JOISTS. PROVIDE ZIP TAPE 6- POLYETHYLENE BELOW BLOCKING OR TAR PAPER 2-INCH NOMINAL LUMBER. PROPOSED FIRST MOISTURE BARRIER OVER TWO LAYERS OF 1-INCH NOMINAL LUMBER WITH BROKEN LAP JOINTS. EXISTING CONCRETE SLAB. 23/32-INCH WOOD STRUCTURAL PANELS(PLYWOOD/OSB)WITH JOINTS BACKED BY SAME. ALL SEAMS OVERLAPPED 12"AND TAPED. 3/4-INCH PARTICLEBOARD WITH JOINTS BACKED BY SAME. FLOOR 1/2-INCH GYPSUM BOARD OR i/4-INCH CEMENT BOARD. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER(INSTALLED TO REMAIN SECURELY IN PLACE). Dwg. no. i n 1 1 SEALING: 1 ALL GAPS AROUND FIREBLOCKING AND THROUGH-PENETRATIONS SHALL BE FILLED WITH AN APPROVED FIRE-RESISTANT SEALANT(E.G.,3M FIRE 1 /2 1 ' O 11 BARRIER CAULK OR 3M FIRE BLOCK FOAM)TO PREVENT THE PASSAGE OF FLAME AND SMOKE. A - 100 z