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HomeMy WebLinkAbout51111-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 #: 51111 Date: 8/21/2024 Permission is hereby granted to: 5295 Bridge Ln LLC 170 S_Pen,ataquit Ave Bay Y7 .. .ry . ..........._. .. _.... --- To., .. � ....... _.... ....._...� Construct a trellis accessory to an existing single-family dwelling as applied for. At premises located at: 5235 Bridge Ln, Cutchogue SCTM #473889 ..... ....... _ __._._.. Sec/Block/Lot# 84.-1-6.17 Pursuant to application dated 7/99...... /2024 and approved by the Building Inspector. µ" pi _ o expire on . _ 2/20/2026. Fees: ACCESSORY $285.00 CO -ACCESSORY BUILDING $100.00 . �....... Total: $3 85.00 Building Inspector yr , TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1 179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 Iw�r � �w rlitkvyoCltc)ywtun g� g Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only - PERMIT NO. '51111 Building Ins ector:. J U P_ 202 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an L.aZ ING DEPT. Owner's Authorization form(Page 2)shall be completed. TOWN if SOUTHOI Date:07/09/24 L..-- ............ ........ .......... OWNER(S) OF PROPERTY: Name:Bridge L LC Residence LOT 17 SCTM #1000-84-01-06.17 Project Address:,, ridge Lane Cutchogue NY 11935 Phone#:631-603-9092 Email:aportillo@amparchitect.com Mailing Address:P.O Box 152 Mattituck NY 11952 CONTACT PERSON: Name:AMP Architecture (Brooke Epperson) Mailing Address:P.O Box 152 Mattituck NY 11952 Email:bep person a.mp_a._wrwwcwww.h.. itect._c,omPhone#:631-603-9092 _.. 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 7INew Structure ❑Addition ❑Alteration ❑Repair iElDemolition Estimated Cost of Project: Other Accessory structure Trellis $ __._...._............,_._-- g ww wwwwwwwwww.mmaa.....___----.______—-..�w_w.wµ..._.._.-.........................__------....... _�_....... .----_------.. Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? CYes *No 1 PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC Nonconforming this property? ❑Yes �No IF YES, PROVIDE A COPY. 8 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 buildingls)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(p ame): BAuthorized Agent ❑Owner Signature of Applicant: Date: -7 of I74 CIS STATE OF NEW YORK) S: COUNTY OF being duly sworn, deposes and says that (s)he is the applicant (Name o individual signing c n ract)above named, (S)he is the Agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this n .day of 20 ........�.�.� Notace, b i i r, PROPERTY EAUTHORIZATIONDARCE E ALIF NANCER ....... NOTARY PUBLIC,STATE OF NEW YORK (Where the applicant is not the owner) Registration No.01A00019644 Qualified in Suffolk County Commission Expires January 9, 0 8 i, ✓ s —t�Ae`ra residing at c° p do hereby authorize /t4o f L�� to apply on my behalf to the To�yn lf.. uthold Building Department for approval as described herein. Owner's Signature Date Print Owner's Nam 2 N HEALTH DEPARTMENT USE ti ww� sa: 4s, SITE DATA --. ...AREA=4G145 SQ"FT. TEST HOLE •5 ;seiVt5Zcxu"'SYLORET ESTAFS•—eNT eaFFx�oF n+= �m exnv � -- �" C;.ERK OF 5UFF0.KLOWTTM ON SU:k C6 39JE n.5 FRE N:L.634C. l a., \ �VERrith..4ANM, =NAV4;Y488) \` ENGINEER'S CERTIFICATION `C' \ NkFERY CE FY—TE Ne R5£k•A6FC 1-AL V _ SYCTE- G—V RERE—SSES fiY tM 4w EE MY S:u'4t oR Kt�_ 4 .d .S ki LC xa Ps?xTS fN& TtiE SUr`F�K_QUP.TY Ef EN Or r1E L SERYICE54GN lF_^' '`� �Pr " '\ STANCPR45 ZN EFFECT 550. rLS Ch?E' ' r _ MAS E NYs. v0EVl U6lAsE AbE D M55,N}'S.CE.NG Ed69? 1'A SURVEYORS CERTIFICATION-- " 5UR—-URE'ZFYra s - a tLc+MAT Tr•.s t SURVEY`N 4 RE4:Nfi R4 f.tE wi*li'i-[GCE 6.PaAC*:�Fmi hC SU EY5 OC-"TEC 6T.�E.`Ett YORK 5`.c RSh.AFE4Y:S Q6 4 PROFESSI i SURYEVORS. H-ARE —N h..<.Ls.NO.—3 Lot ST SuG:frf - / '\ "Syloret Esm+ems" ��` SURVEY FOR 5295 BRIDGE LANE, LLC LOT 17"SYLORET ESTATES' It Cutchogue,Town of Southold Suffolk County,New York BUILDING PERMIT SURVEY17 q / C�mT Tw MaP FZEL4 SURVEY tGMKETEC ry 5 MAP PREPARED aU it.2C22 j� R O LEGEND A9 l /-` Record of Revisions REVxsroN aATE --KENT FOL.'4 / �" CMS LONCREIE MgJVMENT ScT - - -... ". /-` __ 4x =eRAxNASE ZNLEr .. __.... .-F /- EGF =FLUE OF PfiVEME T ----. --.... E WSF =w0045TAKE FGUN4 ----. - .-- / w3S =W000—RE S, 4 4 =Kp / -� =ENG OF CZRECRGNICeSTAfi:. SCOIE:la-GO' OPERATING AGREEMENT OF 529-5 BRIDGE LANE LLC THE OPERATING AGREEMENT. effective as of the 20th clay of May 2022 (the ,-[ f'�,ciive Dar e") is made for 5295 BRIDGE LANE LLC, a New York limited liability company. WITNESSETH: WHEREAS Pursuant to Articles of Organization filed with the Secretary of State of the State of New York on April 14, 2022, the Company was organized as a limited liability company known as 5295 BRIDGE LANE LLC Linder the New York Limited Liability Company Law, as from time to time amended (the "Act")and WHEREAS, the Members (hereinafter defined) desire to set forth their rights, powers and obligations with respect to the Cornpan-y. NOW, THEREFORE. in consideration of the premises and Mutual covenants contained herein, the Members, intending to set forth the terms and conditions governing the operation, management and capital structure of the Company, hereby state as follows: ARTICLE I DEFINED TERMS Unless the context otherwise requires, the defined terms used in this Agreement shall have the meaning specified in this Article I. The singular shall include the plural, and the masculine gender shall include the feminine and neuter, and vice versa, as the context requires. i1al ContribLuiMIS" means any arnOLI[ItS of cash and/or property contributed to the capital of the Company b-,, any Member after the Effective Date pursuant to the provisions of Section 5.2 of this At!reernent. "AL,reernent" means this Operating Agreement, as hereinafter amended from time to time, ",\vadable Ca�;h- means, for the applicable or pertinent period, cash receipts derived from Gross Revenues (without deduction for depreciation or for other noncash expenses or items), after deduction for (a) amounts used or necessary to pay Operating Expenses, (b) arnount5 set aside for restoration or creation of reasonable reserves and (c) repayment in fall of interest and principal on any loans made to the Company. ital Comribut*ons" rneans the SUM of the Capital Contributions of`the Members as of' ............ the Effective Date and any Additional Capital Contributions made by the Members. NY01 1:10 UNOWZ01 I ^ -�nde ' means the Internal Revenue Code of 1486, as amended from time to dme (or any corresponding provision or provisions o[succccdino |uvv). ' ` means 5295 Bridt-,e Lune LLC, the 'New York limited liability uompunv governed bv the Act and this Agreement. - ` meunymny Available [ash or other Property distributed to the Members. '_GrOSS `' means., For the applicable period, all cash and the fair market value of any property received from all sources lndudinoCupiiu| Contributions, cosh on hand at the beginning mfsuoh period to the extent not held in reacrves, proceeds from the sale or other disposition o[uny property, proceeds from bonovvinOsonJ any funds released dohnomuch period from cash reserves p,cvinus|yes1ub|ished) by the Company during Such period. "Interest" means the entire ownership interest of u Member in the Company, inciuding, without limitation, the right ofthe Member to any and all benefits, allocations and Distributions to which such Member may be entitled as provided in this Agreement and in the Act, together vv\Lh the oblioations of the Member to comply with all of the terms and provisions of this Agreement. ^ ` means the Person appointed as suoh as provided in Section 7.1(o) and all successors thereto. ^' ` mconsanyufCuustanhno Marra. Daniel Marra. and Anthony Porti||ooronyof' their Permitted Transferees, or any other Person who is admitted oso Member iu the Company in accordance with the requirements o[this Agreement. - ' means, for the applicable or pertinent period, all reasonable uxah expenditures or payments or commitments to make cash expenditures or payments made by the Company during such period directly or indirectly in connection with the Cmopanv'a businesses or operations, including" withouL limitation, those incurred fbr administration, aocountinu or bookkeeping and legal and other professional services, and any and all reasonable expenses incurred by the Company, all us determined by the Manager. "Permitted Toansferees`` means (a) u MIembcr'a spouse, parents, sibling, child, whether natural, adopted or stepchild, and/or other lineal descendant or issue who is competent and has attained the age of twenty-one (21) years, (b) the Personal Representative of (lie Mcnnberuruny person described in clause (u) above, (c) any trust ['or the sole benefit of the Member and/or any person described in clause (a) above and (d) any entity in vvhioh the Member owns, directly or indirectly, one hundred percent (100%) ofthe equity interests therein and has, directly or indirectly, m jorityvodngomntrni "Person" means any individuai corporation, trust, partnership (limited or general including limited liability partnerships), limited |iobi|ityoornpany or other [bon of association. ` ' means an executor, administrator, trustee. committee. I)uunjion, NTOFFl[�, 11�800/2� Y ~ IN WITNESS WHEREOF. the parties hereto have executed this Agreement effective as of the date first above written. 5/20/2022 CONSTANTINO MARRA DANIELMARRA U77- ANTHONY PORTILLO NYOFFICE, 1380012,,.l Aacfe P,s SITE PLAN HATCH KEY: f PROP05ED DWELLING 8 6-3ARAOE PROPOSED TRELLIS . . L-) Q , = w CD Q +'cy) CV T Lo 0) ro _ v- 0 FIELD CROPS // EL.=5g.2g' O I pCV Z � 0 — Lo I Qo "�� O� OC v \ 'r W' k 7 w.R�.'qe 4 .� .. '`',y+ty'9+., dFr < .E.,* ;.^, .sl O W ,�.! cu / �(J V (�S , 'rs'v'e4p „ {` ,•+'�►::.+ w.�^°. ,, ' .+;°~ '�R�" ..` '4' MT Q ' O G " // / �s/•—,O\S ` F .,��'r .sr...; i 'a£+f,°® �' �"••,, a 1. .'°''.�'v'o-^ sr` �*iep! N r, '•� '. ,;p.•i : f r `�' O%°2� / / �O�\� -+, *.� �{,.e q,,, [• �, ♦ .�y�,"'1° �i',a M1 'k"��,` nt µ ! � ,.,', n^� °'PN"" <.so" ' '� ",. 3 `..a°4 � ! PROP. 4'm di' a ''�, > ` x° r' a' ;. f' I _... .. ii ■////■■/ / POOL----_ ��\ a+ "" .�, �` �., ,i\`yr > " f.. ., 4+:.. 1 �4,. .. r- r".« - ..- t'ti k F•ti " W PROP. 8'Q� ORYWELL r� ` DRYWELL S'UBJEGT PROPERTY ' ?� . ." ; �< I // p�// Si \ \ A a. r` ,/ �!",.4• '•' '-� .r , d' .` � 7y'�,7 �,.f. ,n. ,�.,., rr' ,t;°*f �EL�542T 51TE LAYOUT NOTES: .t I O �/ V- .V- \ V' � I ^ +; y r � a ' ". -1 J �"t."q! 1. � FF� � J'.'1'+ '•r.. .V`.. q I. TH15 15 AN ARCHITECT'S 51TE PLAN B IS 1 \�Ci J <� \ O SUBJECT TO VERIFICATION BY A LICENSED ♦ ^'' ` - _ �, }` rat ...-__ . '" �� "r ..' �,; V Pg �N "9 \N SURVEYOR. THE INFORMATION I �° ., -_ "; �.,� ;• _ .s .+�y; •�a ,�°'r• ° . / �\ !, r. f ,;r \..,,,. ,,.s"' ! •', t w ^>r.„. o.r ,t I; _. """` 3.. .r:. �II� p SCREEN Y \ 0, REPRESENTED ON TH15 SITE PLAN 15 TO THE �. .,. �'D cp WALL / �\ �+ ...x ARCHITECT'S BEST OF KNOWLEDGE. # ' L" y•'.6y, ..ate .'a:' d'�^ 'Y�d+�«•aMom°"` , ;illy :t w r.1.�.,, ;,.C;• -N-i 1 F POOL ECUIP. / / --- _ �3� \'� 2. SURVEY INFORMATION WA5 OBTAINED `` bra 13 16.0' \ FROM A SURVEY DATED AUGUST I6, 2022 r' <.,. ^. \'"," •'' ,`;,.*� _. cu \ PROP. POOL r✓. ] R , POOL 1000 Y t AND PREPARED BY: GAL. BURIED 18' x 36' \ ENCLOSURE OAS TANK-_ / T'RELLI5.43, IN-GROUND POOL \ FENCE YOUNG 8 YOUNG ';•: • U 10' ,,1' ry° SELF (SEPARATE FILING) \ 400 OSTRANDER AVENUE IN. GLO51NC \' \ �� RIVERHEAD, N.Y. IIg01 GATE - - -- - -- TELEPHONE: (516) -12 7-2303 . _ I � - - - - - -� --=- L.OGAT101� MAP R�1�I��RINC Q r ^ BASEMENT \ 3, j � 5GALE: NT5 SCALE: NTS n ` II ON GRADE PATIO ENTRY STAIR '\ � �� `\ VJ I -� O 8.4 I 11 � , 1 PROP. WATER 5ERV I GE - -- -I O DWELLING 8 GARAGE \ \ w/ BASEMENT O COVERED C-001 .0 AC PAD. O (6 BEDROOMS) N PATIo -f�ROfi�05= PRIVACY WALL PROJECT LOCATION & SCOPE F.F. EL.=55.1 \ GAR. EL.=54.0' \- ` -PROPJ5E1� TRELLIS SITE PLAN & ZONING DATA (SEPARATE FILLING) 5 '' SELF \ LPRQPy PUAI€D in 7 O I PROP. 8 PROPANE 5ER ICE PRO. G!_OSING VACANT LOT DRYWELL �cV I \ U �— GATE C-002 .0 I I 1 G•0• i - ------\� \\ � � \ \ � GENERAL NOTES i 0. j------ -- — 50'`>-RONT YARD SETBACK ENERGY TABLE 50' FRONT 0 COVERED \\ PRoP�,B'm \ STRUCTURAL DESIGN CHARTS YARD STOOP \ DRYWELL 1 iSETBACK \\ \ \ I `� HOLDOWN, ANCHOR BOLT, \\ �(TEST \ FRO�IE� I �ATA vl PERVIOUS DRIVEWAY \ OHOLE #2 ` STRAPPING, & NAILING DETAILS p $ PARKING \ \ \ 1 FASTENING SCHEDULE 0 0 FRAMING GRAPHICS BEAM N PROJECT / ZONING DATA I -O®�-,OO M CONNECTION PATTERNS PRO.r- TAX MAP # -- _— _- - ►000-84-I-6.17 - - FIREBLOCKING DETAILS I EL.=53.80' I� PRO. PRO. \ \ \ ---° - __-- - __------_----- — _- - - - � � E P i L.P. L.P. � ---- ---------------- --- \ ZONING DISTRICT AG / NO Z _ _ _ _ _ _ _ - - - \ \ j, - O1 ,01 PROPOSED FOUNDATION PLAN Nlg°23'20"W 161, 71' LOT AREA - VACANT LOT O.g ACRES - EL.=53.35' \ \\\ \\ \ III - -_- _- -_ -__-_- PROPOSED FIRST FLOOR PLAN Z z LOT COVERAGE A-201 .0 PROPOSED EXTERIOR ELEVATIONS � N = Z BUILDING SECTIONS o LOT -_ -- -- -- - �\ \ DESCRIPTION (FOOTPRINT) AREA DESIGN DETAILS ---- DESCRIPTION \-p \ TOTAL LOT AREA � 401g5 S.F. � � N I \ \�-0 \ PROP. HOUSE dGARAGE - - -- --=2,556 S.F. H PROP. IN5ROUND POOL 645 S.F. 1.6% \ � -----__-- - -==-=-s------ -_- -_- -�i PROJECT: \ W. pL \t \ PROP. STOOPS jl 136 S.F. � 0.5% \ \ �' \ PROP. PATIOS >8" ABOVE GRADE 1,5'75 S.F. 3.g90 - - -- - -- BRIDGE LAVE LLC \ L \ \ --- ------ TE5T HOLE#2 DATA \ \ p- TOTAL AREA OF ALL STRUCTURES 4115 S.F. 12.290 FROM FILED MAP \� VACANT LOT w/ \ \�Cn 0- \ "MAXIMUM LOT COVERAGE ALLOWED - 2090 �I TRELLIS PROPOSED \ �p� \ —  —__—=- ---__ --_=-_-_—___---- -= --- - -- DWELLING 0.0 (PUBLIC WATER -- PROPOSED) ` \\ \ \ ACCE550RY STRUCTURE REQUIREMENTS 5235 BRIDGE LANE LOAM \sOUTHOLD TOWN GONE 280-I5 a- - T"- \s -�_ \ T\ - - CUTCHOGUE, NY 11935 PROPOSED COMPLIES DRAWING TITLE: \ \ MINIMUM SIDE YARD \ \ 15.0 40A YEs PROJECT LOCATION & SCOPE \ \ EL.=52.20' -- \\ \ MINIMUM REAR YARD 15.0, '73.4' YES SITE PLAN & ZONING DATA \ \ \\ 1200 l \ \ ELECT. / -MAX. SQUARE FOOTAGE= _==_-5•F• _ III_:_ 320.0 S.F. J� YES \ METER \ / PROP. UTILITY POLE w/ ` \ ���`2 PAGE: BURIED ELECTRIC LINES TO BOTH ADJOINING LOTS mol e a0 0 icoMMENTse NO GROUNDWATER EL.=52.52' a (0)" 0 ENCOUNTERED. 'v DRAINAGE SYSTEM CALCULATIONS'_ / DATE: 07 09 24 ROOF AREA= 2,556 5q•. Ft. ,�i / / 1 OF 6 2,556 5c•. Ft. X 0.1*7= 455 v 435/42.2= 10.5 VERTICAL FT. OF e,' DIA POOL REQUIRED PROVIDE (5) 8'(P X 3.5' DEEP DEEP DRYWELLS DRAINAGE SYSTEM INSTALLATION NOTES: / • A MINIMUM OF 10' SEPARATION 15 REQUIRED BETWEEN DRYWELLS WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC s COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE EDGE OF ALL FOUNDATION WALLS • A MINIMUM OF 5' SEPARATION 15 REQUIRED BETWEEN DRYWELLS ff CONCRETE 5LAB5 AND PROPERTY LINES ` • CONNECT ALL GUTTER LEADER'S TO NEAREST DRYWELL o e ,o s eo 4o so 517E PLAN SCALE: I" = 20'-0" HOLDO1�lN DATA I LS T` F 1 GAL NA I L I NC/STRAFF I NC REOU I REMENTS FOR -- - - - --_ - FASTEN 1 NC 5GHEDULE A -------- ALL HARDWARE TO BE INSTALLED AS PER MANU. 5PE2.'s;MANUFACTURER UAL I FT, SHEAR, $ LATERAL N I ND RES I STANCE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS a 5UB5TITUTICNS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, Q AND ROUGH OPENING FRAMING REQUIREMENTS) 0 "ALL STRAPPING TO BE V4"x 20 GAUG=** -- "SIMP50N" EOUIVALENT - 0520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE w - ------- -- -- - -- "USE I Od NA i LS IF STRAPPING 15 OVER PLYWOOD; TYP. FOP, OR ALLHOOD ---5-G HED-U LE-AS PER AWC---2 0-18--WOOD F--R-A- ME CONSTRUCTIONMANUAL ANUAL TABLE 5.1) w FASTENER SPEC. FASTENER HOLDOWN 'A' HOLDOWN B' DE50RIPTION Q N CONNETION A - AND QUANTI SPACING 'E � I � ( / /RID FOR NEW $ EXIST. FOUNDATIONS ROOF $ GE I L I NG FRAM I NG - - O O AT RAFTER TO RIDGE �N � — � GONNEGTION: I.DIM's ARE ALL MIN,M's BASED ON USE OF ONLY A I6d -- ---- - - - - --- - --- --- -- --- - , C9 ENDWALL RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER RAFTER ! LO O CV z O (5) 2x FULL (5) 2x FULL CORNER STUD �ry 2 2.HOOD SERVICE 15 ASSUMED TO BE D,F,k2 3 BTR. IN DRY USE - •- . HEIGHT STUD HEIGHT STUD GONDNEGTLTED TO �,�- FOR STRAP - 4 8 d* COMMON R.R. 2 COMMON NAIL w/o PREBORED HOLES. - - - Ir_ - --- - -----i a O � � \ CORNER STUD CEILING J015T TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER JOIST V CONNECTED TO \ TRANSFER SHEAR � NAILS ® EA. END OF STRAP. � � x CV J • • . • CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) I PS.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL - - --- ---- -I' - ! C � TRANSFER SHEAR HOEDOWN ANCHOR ® 2-I6d COMMON -. - - • • (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL - --- i'I O , LOGATIONS'NOTEa NAILS OM O.G. $ . . . SEE PAGE G-003 EACH LAP � I O m 4 C4 �- FOR ROOF SLOPES UNDER 5:12 WITH HOLES,SET NEW MEMBER. i�------- ------------------- --- O � "SIMPSON" HDQa ! 2-Ibd COMMON ROOF SPANS OF 24 OR GREATER �+ f>3 n I • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED CEILING JOIST LAPS OVER PARTITIONS GAGE-NAIL) a-Ibd COMMON EACH LAP C N I NAIL5 ® 6 0.2. $ � USE 6 8 d COMMON NAILS ® EA. . ° ! IO" D.G. IF BLOCKED ON PLANS ! 10" O.G. IF BLOCKED 'I ! � O CORNER POST END OF STRAP. �. 5.SEE SECTION 6 FOR ANY REC'T TO CLINCH THE NAILS(TO ---- - - -- --- -- ---- ------ - Q r- rc O I CORNER P05T G.J. G.TIES -ijTIGHTLY BOND THE END OF THE NAIL TO A q0°ANGLE,SEE x' GRAPHIC BELOW) COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE G-003 PER TIE THE ABOVE ASSUMES A RAFTER x -------- ----- -- -------- "SIMPSON" � iv - - ---- - HOLDOWN ANCHOR ® ; SPACING OF 16 O.G.; FOR SPACINGS b.DIMENSIONS ARE DERIVED FROM THE NOS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-ad COMMON EACH END LOCATIONS NOTED �. ` ° a OF 24" O.G., INCREASE NAILING BY A ARGON 12.4-PLACEMENT OF NAIL5 3 SPIKES t TABLE ON PLANS FACTOR OF 1.5. _ - RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END J - n v ,i ° GONNEGTI ON B I � 52 - - — -- ----- --- ------- -------- --------- -- - ---- - - ;,--', AT RAFTER TO TOP PLATE TO STUD WALL FRAMING ��-�a.`� HOEDOWN INSTALLATION OPTIONS: • CONNECTION: _ TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON I PER FOOT FOR NEW P. GONG. FOUND.'s FOR STRAP - 4 a d* COMMON NAILS a EA. B2 _ HOLDOWN CAST IN PLACE w/ 7/a"O THREADED ROD U • N 1/ END OF STRAP. TOWN OF IP R A --- - - -- - • — _" • � ISL O N ILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON J015T5 - EA. SIDE :, " NOTE•5 I \ — ! — ----------- ---- ( j I "I/8 � THREADED ROD (PRE-DRILLED) EMBEDDED 12 INTO � � ` I ) GEOMETRY EXCEEDS THAT PERMITTED IN � � STUD TO STUD (PAGE-NAIL) 2-I6d COMMON I' FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.s CONCRETE w/ SIMPSON SET (HIGH STRENGTH EPDXY - - B I MAX. NAILING GRID ABOVE UTILIZE 24" O.C.O.G. M ADHESIVE), $ FOR TEMP.'S O°F-40°F USE "SIMPSON" AT SIMPSON #H2A (OR EQUAL) RAFTER TIE I -- ----- -- -- -- l 1 1 (HIGH 5TREN5TH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) I6d COMMON 16" O.G. ALONG EDGES • • FOR TOENAILING - 3 8 d COMMON NAILS "" -- ---- --------- ---- FOR EXIST. /NEW G.M.U. (GONG. BLOCK) CONNECTION ^--" TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD, FILL TOP 2 COURSES SOLID $ CAST IN PLACE HOEDOWN OUIRCO NESAME T R - ~ - -." ; - - - -- -- -- BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-16d COMMON '-' PER FOOT U APPLICABLE) FOR EA. PLATE To STUD ABOVE $ OR BELOW ENDJOIST, or BLOCKING (PAGE-NAIL) I w/ 7/b'� THREADED ROD "--- • O G. . TO R.R. Q I6 d COMMON NAILS RAISED G.J.'s (WHEN AT G.J. TO G.J. CONNECTION: _ S (F - -_ - __ L HOLDOWN 'G' HOLDOWN ID' 2 i6 d COMMON NAILS FLOOR FRAMING FOR G.J. TO G.J. - q 16 d COMMON NAILS ! � •r_n FOR NEW $ EXIST. FOR NEWLY POURED F��ONNEOTION GI 4 G2 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-ad COMMON PER JOIST FOUNDATIONS FOUNDATION a ONE STORY ONLY ' (5) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END Q HEIGHT STUD CORNER STUD - CONNECTED TO HE BLOCKING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMP50N HDQS �,, • II ------ ------------ -------- --- -- (5) 2x FULL .-"" HOLDOWN ANCHOR ® 2-I6d COMMON G2 "" ' TO STUD CONNECTION: BLOCKING TO SILL or 5-I6d COMMON EACH BLOCK -� F- � HEIGHT STUD ,.--' ..� i LOCATIONS NOTED NAILS ® 6 O.G. $ I FOR STRAP - 3 8 d* COMMON TOP PLATE (TOE-NAIL) - --- - ON PLANS C O.G. IF BLOCKED ° LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH JOIST CORNER POST i ! NAIL5 ® EA. END OF STRAP I I J015T ON LEDGER TO BEAM (TOE-NAIL) 3-ad COMMON PER JOIST o j 1, ------------- -- -FOR EA. PLATE TO STUD ABOVE $ OR 2-I6d G M N - BELOW 2 16 d COMMON NAILS _•_ ° BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST NAILS ® O. . I' — "- BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I66 COMMON PER FOOT a ; • i ROOF SHEATH i NC -- n STRUCTURAL PANELS: INTERIOR ZONE ! ad COMMON 6" EDGE / 12" FIELD "SIMP50N" 5THD14RJ CONNECTION DI s D2 SOLID PERIMETER EDGE ZONE 3 ad COMMON 6" EDGE / 6" FIELD BLOCKING HOLDOWN INSTALLATION OPTIONS: / ® EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. UP TO 9" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s I� ! "..•--�""" HOLDOWN CAST IN PLACE w/'7/a"0 THREADED ROD ,f _-.-- .. AT 5 --- -- - GE I L I NC SHEATH I NG - -- -- -- N "-f- TUC) TO FLOOR ASSEMBLY TO SILL o FOR EXIST, P. GONG. OR 1IEWLY GURRED FOUND.'s /� • _ --- Va"O THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLA E(S) CONNECTION: D2 GYPsuM WALLBOARD 5d COOLERS 'i EDGE / 10 FIELD N CONCRETE H/ ON' SET (HIGH 5TRENGTH EPDXY t7 1/2" MIN. " " ADHESIVE), d FOUR IE:MP.'s O°F-40°F USE "SIMPSON" AT CORNER ti FOR STRAP - 5 5 d* COMMON NAILS a EA. --- Y"""- - -- - ___=- __--------� � _ _ ---- _ (HIGF+ STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR �� • END OF STRAP (WRAP STRAP UNDER SILL PL) 1 Z FILL TOP 2 COURSES SOLID $ CAST IN PLACE HOEDOWN SPECIFIED ON D ° ° WALL 5}-}El�"T}-}I I�(C7 Q FOR EXIST. /NEW G.M.U. (CONIC. BLOCK) TYP. FOUND. NOTE � -- w/7/a THREADED ROD ° a 2 16 d COMMON NAILS I STRUCTURAL PANELS ad COMMON I 6 EDGE / 12 FIELD Z O . P TO STUD ABOVE $ OR BELOW O ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS -I" EDGE / 10" FIELD S ° _ FLOOR CONNECTION w/ # LPT4 51MPSON (OR --------._.....-_.., .STRAP w/(3) -- ____ ____ z � ° v� c> ad NAILS® EA.END ---- ---- ----- NA I L I NC/STRAFF I NC �l i NDOJ�/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES `'- ..`""1 - 2 ALTERNATE USE FLOOR SHEATHING (SUBFLOOR) 1 0 0 EA.JOIST-(FOR Z i NOTATION: 51MP50N H2.5A) ------ ---- -- -- U -- U TABLE 5.�,P. Ib4);WHEN STRAPPING STRUCTURAL PANELS: A - NUMBER OF ad NAILS ® EA. END OF STRAPPING (2018 WFGM, � CONNECTION E ��� ..._•-••"~ I I" or LE55: � ad COMMON b" EDGE / 12" FIELD REQUIRES OVER 14 NAIL5,USE SIMPSON G516 STRAPPING (OR EQUAL). „..- GREATER THAN I": IOd COMMON 6" EDGE / 121, FIELD B - NUMBER OF SILL 5TUD5-ON FLAT (DOES NOT APPLY TO DOORS) (201b WFGM, TABLE 5.255,P. 291) ..••••-~"'°� -"- �____ _ G - NUMBER OF FULL HEIGHT KING STUDS® EA. SIDE OF HEADER (2018 WFGM,TABLE 5.25G,P. 292; --^-""" . - ------- - ---- -- -- L -- --- --- � -' ALTERNATE AS PER TABLE 5.25D, P. 2a3) µ " I - NAILING RECUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. W A ___ D D - NUMBER OF 16d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. 51DE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. a (2015 WFGM TABLE 3.7 P. 189 + FOR EXAMPLE IF WAL SHEA IN L TH G 15 NAI ED 5 O.G. A T E PLA7E(5) CONNECTION L T H PANEL EDGE TO OBTAIN HIGHER G E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER (2018 WFGM,TABLE 5.22F, P. 2ab) SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR E (5-PLY) - NUMBER OF JACK STUDS ® EA. END OF 3-PLY HEADER(2018 WFGM,TABLE 3.22F,P. 288) SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK 5TUD TO END OF 51LL(5) ® EA. SIDE ° a, ° ° ° 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B O O PP F 91(DOES NOT APPLY TO DOORS) (201 b W GM, TABLE 5.a, P. I ) `'~-•-.. a NAILS SHALL BE PERMITTED T E ° FOR STRAP - 3 8 d* COMMON A A OBE REDUCED TO I-I6D NAIL PER FOOT. O NAILS ® E ° ° I � ° — a - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH f r ---- --- ---- - -- ---- -- - ` ^" ° END OF STRAP (WRAP STRAP UNDER SILL PL.) FASTEN I NG 5GHEDULE B `'-• a a ° 51DE OF THE ROOF PEAK, THE 4 PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE BRIDGE LANE---_... a° ° g� USED. L L C j F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ""-•. ° FOR EA. PLATE TO STUD ABOVE $ OR BELOW - (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 201a EDITION) ---�._. TRELLIS 2 I6 d COMMON NAILS A SIGNAGE FOR TRUSS TYPE PRE-ENGINEERED MAX NOTATION E E ROUGH A B C D (2-PLY (5-PLY F WOOD, AND/OR TIMBER GON5TRUGTION OPENING _ "_Dw "°� 5235 BRIDGE LANE \� ---- ----- _ -'f ( THE FOLLOWING 51ONAOE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 2-0 4 I I 2 I I 2 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE CUTCHOGUE NY 11935 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR } 4-0 -r I 2 4 2 1 4 SQL. I G NO O TOE i�LT GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE r r� -----� - 1-_-- _ _______ __.____ __ _I AUTHORITY HAVING JURISDICTION: ------- BRACING/STRAPPING DRAWING TITLE: * - PROVIDE (2) 2"xlo" HDR (MIN.) U.O.N. 6'-O" - (B) - REQUIRE5 SILL PLATES OF 2"x6" (MIN) FOR RAKE5 12" OR TOP PLATE - ----- - - ---- ----- - - ------ - - -------_ -- - - - -- BLOCKING 2 LE55 PROVIDE HOLDOWN, ANCHOR BOLT, 8'-0" 14 2 3 7 3 2 'i }— SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOCKING o 12" O.G. CONSTRUCTION TYPE DESIGNATION SHALL STRAPPING, & NAILING DETAILS 3 3__-- -_�_- I LENGTH FOR WIND - EXPOSURES B$G - 4'-0" O.G. TO ACHEIVE RAKE O.H. BE "1", "11", "111", "IV", OR "V" TO INDICATE - FOR WIND - EXPOSURES B$G - ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE 17 2 4 � ! I � ALL OTHER GASES THE STRUCTURE UNDER SECTION 602 OF ----- ----- - - BUILDING MINIMUM SPLICE --- --- -- __--__----- ---- - -- 12 DIMENSION (FT.) LENGTH (FT) '��F DIMENSION FT.) MLEN TH (FT.)1 E THE NYS Br-,. I",4 n/AJ - - =12-_-4-- -3 -1 TYP. 57RAP w/(5) PAGE: - 8d NAILS EA. END DESIGNATION FOR STRUCTURAL - - - - " 6 DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, 12-O 2-O /2-6 12-O 3-O OF EA. STRAP �� „ ATTIC PRE-ENGINEERED WOOD OR TIMBER -o 3'-0 -a" ! I6'-o" 4'-0° CONSTRUCTION AS FOLLOWS: J ■ uw ANCHOR BOLT SFEG F I GAT ONS - --- ----- - - ------ 20'-0" _0 0 4'-O"/5'-O" 20'-0" 5'-0" - "F" = FLOOR FRAMING, INCLUDING -- i TGIRDERS $ BEAMS BLOCKING 2 BAYS . 24-D n " ! BACK ® 4'-0" o.2. - "R" = ROOF FRAMING 5PEGIFIGATION (2ola WFGM TABLES 5.2A $ 5.2B, P. 15-i-160) " 4'-O"/5'-O" 24-0 6-O CORNER - "FR" = FLOOR $ ROOF FRAMING DATE: 07/09/24 3 OF 6 5 � 2a'-O" 39'CONDITION FOR ALL STRUCTURES: �� • • /8 � ANCHOR BOLTS ® Sq O.G. ------ ------ - I --- 5'-O"/6'-3°---- ----- 28'-O" -11_011 I iv 52'—O" b-O 1,7-6 52-O b-o SECOND FLOOR 56'-O" -I'-O"/a'-q" 56'-01, NOTES: 1. P PLATE-TO-TOP PLATE CO�CTIOND SPLICE US NG 2-16d NAILS APER FOOOT..FOP,SHORTER SPLICE „ LENGTHS,THE NAIL 5PACING SHALL BE REDUCED IN ORDER TO 40-O 8-O /10-0 -40-O - - I I-011 • EMBEDMENT CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS --------------' n u _ END 1 w/ 5"�5OUARE WA5HER5INT0AND END NUT SETUP BLOCKING 2 BAYS t,, �+ / ` BACK ® 4'-O" O.G. " 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. $ FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50-O 10-O /12-6 50-O 13 all CONDITION IN EXPOSURE B TYP. STRAP w/(5) !� r. STROKE iv TOP TWO COURSES SOLID ----- ---- -- ad NAILS EA. END x C T 5.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-O" 12'-O"/15'-O" 60'-O" Ib'-O" OF EA. STRAP yy .9 HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT _ 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/8; r " " r " " FIRST FLOOR " PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEAR FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE -10-O I, 14-O -10-O I�-O (� �, '- �. '.' •` `•`"� n " (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): J NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 $ 12 80'-O" 16'-O" 50'-O" 22'-0" FROM ENDS AND CORNERS (TWO ® CORNERS) a'WALL- 1.12s _ 10'WALL - 125 --_ --- - - ----------- -- -.- - - _ REFLECTIVE REFLECTIVE (SEE DIAGRAM TO LEFT) BLOCKING 2 BAY5 I I'WALL- 1.315 - THI5 COLUMN w/MULTIPLIER BACK® 4-O" O.C. RED PANTONE WHITE 4. COORDINATE w/ HOLDOWN LOCATIONS 12'WALL- 1.5 FOR 10'-0" WALL #18-f 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING ORAPHICS _ CONT)NUOUS BUILT-UP C IRDERS, 3 OR MORE SUPPORTS � I R�BLOCK I NC FOR PLAT�ORI�f 1�lOOD SRAM I NC (THAT EXCEED FRAMING STANDARDS, T 15 REO'D FOP, FRAMER TO HAVE A WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE _ _____ _________ __ __� ASSEMBLY REauIREMENTs: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MENU. SPEG.'s FOR P�DDITION�L INFO.) a AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL GODS) BETWEEN 1/6 G0 NEGTION d 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED Q BLOCKING UNDER LOAD DESCRIPTION TOGETHER 51ME BY SIDE ARE CONTINUOUS OVER BEARING WALL PATTERN THREE OR MORE SUPPORTS, .JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES uj -- ---- - - - -- - —_____- - --- - -- -J AS FIRE-STOFFi w NON-LOAD BEASI NG WALL OFFSET FROM SUPPORT A (2)ROWS Iod NAILS• 12"o.c. MAX.52' LOCATED BETWEEN ONE SIXTH AND ONE QUARTER _— W _ THE SPAN LENGTH FROM AN INTERMEDIATE C0 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST _J TUDS B 1(5)ROWS 10d NAILS• 12"OZ. l SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE ;, � STUD ( - J I � � SERVES AS FIRESLOPPING. I J I P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q t N SUBFLOOR `-�UBFLOOR G (2)ill 1/2 m BOLTS• 12 O.C.STAGGERED JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE � �O � SOLE PLATE �- — ,�DBL • ENDS — -l TWO-PIECE P MAX.52" I \� PLATE SERVE AS FIRESTOPPING. � b7 BUILT UP GIRDER NAILING: O D (2)ROWS 1/2" m BOLTS a I6"O.C. 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE _ Q SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE E (2)ROWS 1/2"m BOLTS• 24"O.G. SIDE WITH IOd NAILS, TWO NEAR EACH END OF -� JOIST SERVES AS FIRESTOPPING. }, z (9 — OOEACH PIECE, OTHERS STA66ERED WITH A DISTANCE L z Q BETWEEN 1/b 5 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING O O N (2)ROl^5 5 3/a"TR ISSLOGK 5CREW5• 12"o.c. a 1/4 OF A OF 16 INCHES 5E7WEEN NAILS IN A HORIZONTAL �1 F SCREWED ON(I)SIDE of MEMBER — OR OF NONCOM-BUSTIBLE FILL. f1 'Ca Ln d- I LINE; OR GIRDERS ARE TO BE NAILED FROM EACH i i ' G (2)ROWS 5-3/b"TRUSSLOGK SCREWS O Ib"o.c. P SIDE w/ 10d NAIL5, TWO NEAR EACH END OF EACH 8 _ 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O X N �SGREI^ D ON-()SIDE of MEMBER J0I5T, OTHERS 57A50ERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O Q O �., JOIST I_H— - _ P BETWEEN NAILS lid A HORIZONTAL LINE. _- -� '� / -� JOISTS SERVE AS FIRESTOPPIN6. Q m _ (2)ROWS 5-5/b"TRUSELOCK SCREWS O 24' O.C. SCREWED ON(I)SIDE OF MEMBER — _ _.-: { _ (2)ROWS 5'TRUSSLOCK SCREWS• I2"O.G. - �`: \\Ya - THREE-PIECE -I N MAXIMUM OFFSET � �� �-_- . i I . FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND � � fB J BUILT UP GIRDER � MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d `! � � 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q Q a JOIST DEPTH, d SCREWED ox BOTH SIDE of MEMBER NAILS ON EA. 51GE w/ TWO NEAR EA. END OF EA. �, ��\��T' SERVE AS FIRE5TOPPIN6. MATCHED SIZE OF BLOCKING - - - - - - --- � i I f= i- UNDER NON-LOAD BEARING FIRE5TOPPING AND K SCREWED ox BOTH SIDE of MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND W/ THE � _ �, O I`r(2)ROWS 5"TRU55LOGK SCREWS® Ib'O.G. 4 O I PARTITIONS ® 32" O.G. BLOCKING 5�D f�f �I(2)ROw<;5"TRU55LOGK SCREWS m 24"o.c. BETWEN V6 OTHERS STA55ERED w/ A DISTANCE OF NOT MORE � " '<i'f� ' . l _ 3 8. THE HEADER SERVES AS FIRE-STOPPING. DOUBLE PLATE L lISGREWED Ox BOTH SIDE OF MEMBER - - a 1/4 OF A THAN 52 BETWEEN NAILS IN A HORIZONTAL LINE. Y f �c a• TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO W GE I L I NG BRAG I NO NOTE: FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS j// _ ..T 6 STRINGER TO SERVE AS FIRE5TOPFl (3 PLAN SHALL USE CONNECTION PATTERN'A'WHEN a"OR SMALLER _� � �� �"\ '_ _ i.. CANTI LEVER_D FLOOR I.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN AND NAILED w/ 20d NAILS AS SPECIFIED �- GABLE ENDWALL FOR THE THREE-PIECE GIRDER. i t I 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR S CONNECTION PATTERN'B'WHEN 10"OR LARGER - \ !-- -- FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO 2 00 \i 00 I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH t SUBFLOOR ,,SOLE PLATE 2"x4" CONTINUOUS &ABLE END _' ° .; O FIRESTOPPING SHALL NOT BE REOUIRED WHEN THE BOTTOM OF T MASONRY PIERS,NAILED TO WOOD POSTS OR LATERAL BRACE® b'O.G. TRUSS MASONRY / THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILING BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE U J015T 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 n 1 f,,� �/( PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON V/ 10) 8d N A I L I N C P A T T7-RN S FOR S 1 D E LOADED B E A 1�S (i e . f L U S I I B E A I I S) -LOCATIONS RECUIRUNG FIRESTOPPIN6- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE M NAILS AS FIRESTOPPING. — -- FIRE- FIRE- WOOD FIRESTOPPING FIRE5TOFFIN6 FASTENING RECOMMENDATIONS FOR 51DE-LOADED sTO'�°1NB STOPPING FIRE- STOP SOLE � STOPPING STOPPING MULTIPLE-PIECE MEMBERS ' 1 rm JOIST • 5d COOLER NAILS a 10",O.C. NAILED' BO TED 2 V c L , 2"x4" BLOCK NAILED TO EA. BRACE I&d - - - �— ------2 Rows lb" - - -- - VERTICAL --- --- -- FIRESTOPPIER WHEN BLOCKING 2 ROVM N -_3 Rows N 2 R01-115 w/(4) lOd NAILS � COMMON COMMON , BOL75.24' BOLTS • • oz.inA 12. ---- BOLTS COVERING 15 APPLIED O 12"O.G. O 12"O.G. O 12'O.G. e 6"O.G. STUD 20 ga.STRAP �-- _— -- _ TO UNDERSIDE OF 6YF'5UM BOARD TWO ROWS 12"O.G. THREE ROWS 12"O.G. JOISTS / n DOUBLE PLATE * 5d COOLER NAILS® 10" O.C. llo)8d NAILS BEAM SELECTION w/ STD. NAILING LOCATION I LOCATION 2 LOCATION 5 LOCATION 4 �nJ ,J JOI5T SHALL BE LOCATED DIRECTLY NOTE: ENDWALL STUD A5 NOTED IN NOTES 7 8 0 0 0 0 0 0 0 " S ALTERNATE W NONGOMBU�TIBLE DENOTES ALT.FOR USE OF DRYWALL 50RENS FIRESTOPPING LOCATION Q OVER STUDS,UNLESS TOP PLATE 15 4" a EDGE/12"a FIELD FULLY BLOCKED SOLE of GIRDER " DESIGNED TO CARRY THE LOAD SCREWS#b- U's" TYPE W OR 5 I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES 4" WOOD FIRESTOPPINI6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.STAGGERED TWO ROWS 6"O.G. LOCATION 5 LOCATION b FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WASHER5 UNDER HEAD AND NUT. O O O G n C O O O\/ERLA I D ROOF 5.STAGGER EACH ROW OF FASTENERS BY 12". O O n n n n 2"SPACE NOT ATTACHMENT © \/ALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE FILLED \ N MBUSTIBLEHIGI¢C STOPPING APPROX.I INCH5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPING BOTH SIDE OF THE;MEMBER. M b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b"O.G.OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION •T STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPIN&W/ '1.2 ROWS OF Ibd COMMON NAIL5(12"O.GJ FOR DEPTHS 12"OR LE55 FIRESTOPPIN6 LOCATION 9 \ 4 8d NAILS LOCATION b ® EA. END a R.R. D.5 ROWS OF Ibd COMMON NAILS t12'O.GJ FOR DEPTHS OP 14",16"e 15". LOCATION 10 FULL WIDTH 2"x BLOGKIN Z I o I , CONSTRUCT ON DETA I LS i WIND LOAD PATH CONNECT 1 ON DETA I LS TOP PLATE DRILL INTO ROOF NOT TO SCALE DECK FOR.STRAPPING INSTL. INTERSECTION DETAIL EXIST.OR NEW NEW R.R.4 TI W /R.R.BELOW N UPPER TOP PLATE LAPS ,CONTINUOUS LOWER TOE NAIL NOTED CONT.BLOCKING Z TOP PLATE SPIKED TO R.R.'s Ln ALIGN NEW d EX. m KING STUDS R.R. AS SHOWN > 10 PLAN VIEW Q NOTE: 51MILAR 6 'SHED' WOOD JO 15 O WOOD JO I S L' ROOF,R.R. IN LINE CRIPPLE STUD o BLOCKING____- --__---_- -- __J JOIST HANGER HEADER GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR W INSTALLATION OF CL-I NGHED NAILS I N5TALLATI ON OF TOE-NAILS GIRDER/HEADER-- - - -O F o o WOOD GIRDER � WOOD JOIST JACK STUDS AIN MEMBER � MIN , ' I N LU no• �O" � ~ I N 1, �L R o � I JOIST FRAMING OVER WOOD O I RDE JOIST FRAMING FLUSH WITH G 1 RDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAIL5 SHALL BE DRIVEN a AN ANGLE OF PROJECT: MEMB ",DIAM.X B APPROX. 50° w/ THE MAIN MEMBER d STARTED APPROX. Ys THE LENGTH OF THE NAIL FROM THE MEMBER END, BRIDGE LANE LLC I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A 410• ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN TRELLIS MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER 5. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING WALL STUD JOIST WALL STUD- J - --— WHEN FASTENED TO A 2'X4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE BOTTOM PLATE -- J IN EA. SIDE WHEN FASTENED TO A 2"x6" TOP PLATE. BATHTUB - SUB FLOOR 5235 BRIDGE LANE DOUBLE JOIST_--_ - J, DOUBLE JOI57-_ TOP PLATE CUTCHOGUE, NY 11935 C_:HIM. CHASE SECURING ® STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS (SN M® CHA5E WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR d BLK'G TO R/L 51DE5 w/STRAPPING TO R/L SIDES) O PAGE: w TOP PLATE ® o-1m N ND REST STANT CONSTRUCTION CONNECTORS GHIM. CHASE WALL 40 0 0 4 u" 0 GONNEC71ON LOCATION: PART NUMBER: NOTES: j ■ RI DOE-TO-RAFTERS 0520 © 21" APPLY TO EACH PAIR OF RAFTERS11 az� RAFTER-TO-WALL ---- -_ ---_ —H-T --- _ APPLY TO EACH RAFTER DATE: 07/09/24 4 OF 6 ROOF o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER REQ'D BLOCKING -'►a PLATE-TO-WALL STUD C520 © 18" TO ALIGN W STRAPPING d w a _ - — - — APPLY TO EACH WALL STUD ® EA. LEVEL ABOVE THE FIRST FL. ® z w 2ND. FLOOR WALL-70-157. FLOOR WALL LFTA or 0520 © 56" APPLY TO EACH WALL STUD FLOOFVCLG. O' APPLY TO EACH JACK STUD z ® O HEADER-TO-JACK STUD 0520 © 12 ����� K' kin-V: •. n it•,}� . CRIPPLE STUD-TO-HEADER H5 _ APPL`r TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 557516 APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE, I5T. FLOOR-UNDER-SILL PLATE C520 , SIDE VIEW PLAN \1IEW (USE WITH 5" 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. EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. Q EXISTING TO REMAREMAINWHEN APPLICABLE) tea, 0 \` NEW WOOD FRAME (L.O. F = NEW FOUNDATION WALL _ UJI I6'-0" J cc 5TL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL p aa,' Lr7 WOOD FRAME (L.6. 5TL. POST FOR 4" WALLS _ ___ WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL _. _O A-201 A-201 P05T FOR 6" WALLS), U.O.N. I-I NEW 2-HR FIRE RATED I-) F - - -1 - } C9 MONOLITHIC 4 i WOOD FRAME (L.G. 5TL. \111 " Z SLAB. FT6. 12 O � tV 0 WHEN APPLICABLE) THICK ® 12" d 'cam Ln BELOW GRADE - G X o CV i O O O 4 o m +-� FOUNDATION PLAN NOTES J N 0 Lr7 51MP50N 6ALV. c 0 B. P. GONG. MONOLITHIC SLAB:_ ABA66Z P05T I e 2'xb P.T. SILL PLATES w/COPPER TERMITE SHIELD d BASE (OR EQUAL) SILL SEAL Q • ANCHOR BOLTS AS PER PAGE 0-005 I • 4" THK. REINF. P. GONG. SLAB w/6x6-IOxIO W.W.M. TRELLIS CENTERED O UTRELLIS BETWEEN CENTER d UPPER � OF SLAB � J p THE � ON FOOL UPON 4" TIHK. GRAVEL BAVAPORRDER Q Z �_� - " SE - UPON GLEAN COMPACTED FILL O PITCH GONG. SLAB� � • BEARING UPON P. GONG. HAUNGHED FOOTING AS PER DET. • B.O. FOOTING 1'-0" (MIN) BELOW GRADE IA T • PROVIDE I" THK. RIGID INSULATION A5 REG'D PER DET. NEW UN-REINFORCED P. CONIC. SLAB 1A __IA i, NEN 4 THK. UN-REINFORCED 'P. CONIC. 0 SLAB UPON � ■ - 2.6 MIL POLY VAPOR BARRIER.UPON (OMIT WHEN SLAB r PLACED IN EXTERIOR LOCATION) 51MP50N 6ALV. W m� 5.4" (MIN) GRAVEL BASE I BABA66Z POST EQUAL) �� W A 201 POURED CONCRETE AND STEEL REINFORCEMENT NOTES: U I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT 1 FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTIN65. � •(�� 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION N z SHALL BE DE-WATERED. THE POUR 51TE SHALL REMAIN DRY FOR _!Q w W ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER Al 6 u ENCOUNTERED. 1a- 5. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 518 CODE. 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED CARBON STEEL ASTMA(515 GRADE 60. WWM FOR SLABS DO NOT NEED TO BE EPDXY COATED. 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS SHALL BE STA66ERED. '1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN PLACE AT TIME OF POURING d MAINTAIN REOUIRED CLEARANCES, COVERAGES, AND PLUMBNE55. 8. CEMENT SHALL CONFORM TO A5TM C-55 FOR STANDARD WEIGHT CONCRETE.CONCETE - GOLD WEATHER POURING d: CONCRETE MIXTURE F i Q�O F OS �E F O U I `I 4 I�A T I O N PLAN I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF 0 S.F. HA51TAE3LE J�'AGE' 1500 S.F. OR055 AREA SCALE: 1/4" = I'-O" CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE � HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. N 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. Z O 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL D CONFORM TO AGI 506. 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / a SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO TEMPERATURES WITHIN 10° F OF CONCRETE. a 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. REMOVE A5 REO'D. z i Z � O 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE V PERMITTED WHEN NECESSARY. Z 'I. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55* F OR HIGHER ui N AND SHALL BE WITHIN 100 F OF CONCRETE TEMPERATURE. Z 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. V L) q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE �ir ei PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 (A5TM 04a14/C414M, TYPES G AND E). Ch N 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL V j AREAS EXCEED ONE SQUARE INCH, Q j I I. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED I b'-O" O KNEE WALL TO REPEATED FREEZING AND THAP'41N6 UNTIL CONCRETE HAS 151-10 _J 1, PROJECT: REACHED A COMPRESSIVE STRENGTH OF 800 PSI. 4 KNEE WALL 12. PLACEMENT TEMPERATURES SHALL. CONFORM TO AGI 30b. A720I A-2OI BRIDGE LANE L L C 1-1 I TRELLIS I 1-1 2"xb" CEDAR TRELLIS ABOVE I ® 16" O.G. IQI I U I FULL HEIGHT 1 ° I 5235 BRIDGE LANE SCREEN WALL CUTCHOGUE NY 11935 2"x4" ® lb" O.G. N W/5" HORIZONTAL CEDAR BOARDS; fL DBL. 51DED DRAWING TITLE: PTD. BLACK - LON FOOL - T PROPOSED FOUNDATION PLAN IL -� I I 'I O 0 N 2"xb" CEDAR TRELLIS ABOVE Q ® 16" O.G. w Ivl _ o PAGE: 51MP50N 6ALV. 1 1FF ABA66Z P05T N BASE (OR EQUAL) I I A-10 .L000 I 1 A-201 DATE: 07/09/24 5 OF 6 - - - - -- - KNEE WALL KNEE WALL NWWw � A O d�Tp O FROF05E7) F I R57 FLOOR PLAN I,ClII S.F. HA51TASLE SWAGE; 2,556 S.F. OR055 AREA 50ALE: 1/4" = 1'-0" Q W Lu fT3 J Cy) Q t � � C O O 00 � cV z 0 T "O U C X D CV 0 O O a-•+ -c O m Z +-� N Lr) ca CEDAR TRELLIS PER PLAN; Q I O a 0 s `- i 1 3 - - --- - --------- — --____-_.._.-._-... - ------- 70 —-----.. O SCREEN HALL BEHIND POOL EQUIP. POOL EQUIP. U � Q . - NORTHEAST ELEVATION (FRONT) NORTHNEST ELEVATION (RIGHT 51DE) SOUTHEAST ELEVATION (LEFT SCE) SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-O" SCALE: I/4" = I'-O" i I N z g I I N c� Iz 3 Q I o � z 0 t w 2 in z 0 0 Ui i N Q N 0 rl PROJECT: (15) zwo,, R.R. (CEDAR) ® 16" O.C. BRIDGE LANE L L C SIMPSON H2.5A RAFTER TRELLIS TIE (OR EQUAL) 8 CEDAR TRELLIS PER PLAN MIN 2"XIO" ® EACH � 5235 BRIDGE LANE SIDE OF POST -- _.. 2 x PRAMEv WALL 4"P.GONG.SLAB ROGUE, NY 11935 6"xb"-IOx10 W.W.M. 5ETPEEN CENTER 4 UPPER 2'xb"SILL PLATE b SLAB SECURED IN DRAWING TITLE: PLACE DURIN6 POUR -------------_-- -- -- -- - ------ - ... -- --- 4"X4" P.T. POST; LOCATION AS PER 7d PROPOSED EXTERIOR ELEVATIONS PLAN TERMITE SHI m-- -- -- --- - ------------ ------- - - --- --- --- -- - - -.-----.-. .-- --_.__. FINISH TRIM PER HO FULL HEIGHT E GRADE a!� a° ELD ° 2 x416 O.C. ° CCU C C C� SELECTION a - _. (2)04 HOR CONT. ° a / .}"GRAVEL BASE UPON -.----.--------------------------__.-.____�._._ _—__.__-__-__ -e___.-_ W/ 8" HORIZONTAL -\\, CEDAR 30ARD5; Q BOTTOM(4RTOTAI) GLEAN COMPACT FILL 4" GONG. SLAB I ( DBL.SIMED ' 6 MIL VAPOR RETARDER PTD.BLACK - PAGE: ?� HOT DIPPED 6ALVANTIZED V. ANCHOR BOLTS m B9"O.G.t MIN. 12"FROM CORNERS;EPDXY PIN PROVIDE I"THK. INTO CONC.SLAB K/MIN."I" AM POOL EQUIP. SCREEN WALL AS PER PLAN I I RI61D INSULATION -O" EMBEDMENT. AM ■ M—O"'4 0 :10 0 L _ — MONOLITHIC, GONG. SLAB IDETA I L A-2olDATE: 07 09 24 A-201.00 SCALE: 5/4" = 1'-0" 6 0 F 6 SOUTHNEST ELEVATION (REAR) SEOTI ON 1 - 1/A-201 SCALE: 1/4 = I -O SCALE: 1/4" - I'-O" �•'�,� �'�` Tf 4 �J" yyf4:� y�•,L�"F 1_ tl n li