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Home My WebLink About31142-Z FORM NO.4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31544 Date: 04/24/06 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 195 MATHEWS (HOUSE NO.) County Tax Map No. 473889 Section 84 LA (STREET) Block I CUTCHOGUE (HAMLET) Lot 15 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 15, 2005 pursuant to which Building Permit No. 31142-Z dated MAY 18, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5683 DATED 4/14/05. The certificate is issued to JANET HEALY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2081322 01/17/06 PLUMBERS CERTIFICATION DATED N/A ~or~ Rev. 1/81 - Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 ,1,' ~. ~/ APPLICATION FOR CERTIFICATE OF: OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/1 0 of I % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existiug" laud uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00. Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Location of Property: Hamlet Owner or Owners of Property: Suffolk County Tax Map No 10 Block Lot Subdivision Permit No.:7//,p' c.2.z.. Filed Map. Lot: Date of Permit. Applicant: Health Dept. Approval: Planning Board Approval: Underwriters Approval: Request for: Temporary Certificate Final Certificate: Fee Submitted: $ /'. ~. )\'i & tf.,5 CO :c.?A5tfl{ 3! J'-jd~ @].@] I BY THIS CERTIFICATE OF COMPLIANCE THE I ~ NEW YORK BOARD OF FIRE UNDERWRITERS ~ ~ BUREAU OF ELECTRICITY ~ ~ 40 FULTON STREET - NEW YORK, NY 1 0038 ~ ~ CERTIFIES THAT ~ ~ ~ ~ Upon the application of upon premises owned by ~ ~ ~ ~ a.c. ELECTRIC INC. JANET HEALY ~ ~ P.O. BOX 518 195 MATHEWS LANE ~ I LAUREL, NY 11948-0518, CUTCHOGUE, NY 11935 I ~ Located at 195 MATHEWS LANE CUTCHOGUE, NY 11935 ~ ~ 2081322 2081322 ~ ~ Application Number: Certificate Number: ~ ~ Section: Block: Lot: Building Permit: BDC: n511 ~ ~ ~ ~ Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of ~ ~ electrical devices and wiring, described below, located in/on the premises at: ~ ~ First Floor, I room addition, Outside, ~ ~ A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed ~ ~ herein, was conducted in accordance with the requirements of the applicable code and/or standard ~ ~ promulgated by the State of New York, Department of State Code Enforcement and Administration, or other ~ ~ authority having jurisdiction, and found to be in compliance therewith on the 17th Day of January, 2006. ~ ~ Name OTY Rate Ratio!! Circuit ~ ~ ~~~~ ~ ~ Outlet 2 0 Fixture ~ ~ Fixture 2 0 Incandescent ~ ~ Outlet II 0 General Purpose ~ ~ Receptacle 9 0 General Purpose ~ ~ Switch I 0 General Purpose ~ ~ Dimmers II 00 ~ ~~~ ~ ~ Receptacle I 0 GFCI ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I seal I ~ ~ ~ I of I ~ I This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. I @].@] FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31142 Z Date MAY 18, 2005 Permission is hereby granted to: JANET HEALY 195 MATTHEWS LANE CUTCHOGUE,NY 11935 for : ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA APPROVAL #5683 at premises located at 195 MATHEWS LA CUTCHOGUE County Tax Map No. 473889 Section 084 Block 0001 Lot No. 015 pursuant to application dated MAY 15, 2005 and approved by the Building Inspector to expire on NOVEMBER 18, 2006. Fee $ 150.00 ORIGINAL Rev. 5/8/02 APPEALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard P. Goehringer Vincent Orlando James Dinizio, Jr. Michael A. Simon Southold Town Hall 53095 Main Road. PO. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ,. !' http://southoldtown.northfork.net , I, _ i'\ '162005: 'I 'IUL___ (" \ c.kD~, DrJ;"' L \ . ,. Q' ~~~" :-'Jr:'.lJ OV~" _ __I___",,-cl '---',-'.__.-~ L__ < BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809. Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF APRIL 14,2005 ZB Ref. 5683 - Janet Healy Property Location: 195 Mathews Lane, Cutchogue CTM 84-1-15 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned, PROPERTY FACTS/DESCRIPTION: The applicant's 20,011 sq. ft. parcel has 155 feet along the north side of Mathews Lane and is improved with a 1-112 story, single-family dwelling with garage, accessory swimming pool and shed as shown on the November 15, 1991 survey prepared by Roderick VanTuyl, P.C., amended by Mark Kevin Schwartz, A.I.A. to show the proposed addition. BASIS OF APPLICATION: Building Department's December 13, 2004 Notice of Disapproval, citing Sections 100-242A and 100-244 in its denial of a building permit to construct a proposed sunroom addition, in a location that was determined to constitute an increase in the degree of nonconformance with a new rear yard setback less than the code required 50 feet. The applicant proposes 44+- feet from the rear lot line to the new construction. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on March 31, 2005 at which time written and oral evidence were presented. Based upou all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REOUESTED: The applicant wishes to construct a 14' x 22.5' addition as a new sunroom at the northwesterly corner of the existing dwelling, approximately 44 feet from the rear property line, as shown on the undated floor and elevation diagrams, and November 15, 1991 survey prepared by Roderick VanTuyl, P.c., with sketch, all prepared by Mark Kevin Schwartz, A.I.A. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant propose a single-story addition, and according to Page 2 - April 14. 2005 Z8 Ref. 5683 - Janet Healy elM ID: 84-1-15 the floor diagram prepared by the applicant's architect measures 14' x 22.5' iu size, in the northwest corner of the dwelling, and at not less than 43 feet (44+-) feet from the rear property line. 2. The benefit sought by the applicaut cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The addition will be built in an existing notch of the house and will utilize the west side of the room to maximize the sun's heat (for a new sunroom). 3. The variance granted herein is minimal and represents a six-ft. reduction from the code, which requires a minimum of 50 feet for a minimum rear yard setback. 4. The difficulty was self-created and is related to the need for a sunroom, which is proposed in a location that does not meet the minimum rear yard setback requirement of the zoning code. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an addition, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Orlando, seconded by Member Simon, and duly carried, to GRANT the variance as applied for (with not less than 43' from the rear line), as shown on the undated floor and elevation diagrams, and November 15, 1991 survey prepared by Roderick VanTuyl, P.c., with sketch/amendment, prepared by Mark Kevin Schwartz, A.I.A. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other featnres as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehringer, Dinizio, and Simon. This Resolution was duly adopted (5-0). Ck,~,&~\~ Ruth D. Oliva, Chairwoman 5/13/05 Approved for Filing 3/1Lf-?-Z- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [] ROUGH PLBG. [ ] FOUNDATION 2ND [] INSULATION [ ] FRAMING I STRAPPING .M FINAL ~ ~ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS, }:::-J _ ~. fA- t) ~ DATE f,- S- Db INSPECTOR ~ ~ -,.._~- 3JJ f~ 2- TOWN OF SOUTH OLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [] ROUGH PLBG. [ ] FOUNDATION 2ND [/<1 INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ~ok, DATE 1"-/rJ-O.s- .;g,L ~.'jl/1. " _fT INSPECTOR ......-'~../~ J/llf;Lz-- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [] ROUGH PLBG. [ ] FOUNDATION 2ND [] INSULATION N ~RAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION rj- , DATE I) --) if -'0 J- INSPECTOR ~ ,~ 3//1:1--2- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [)<t FOUNDATION 1 ST ['4!'OUNDATION 2ND [ [ ] FRAMING I STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION REMARKS: ~~. '~ e<.NL (0 K, OK ~ ~, 10- '1-- 05"' DATE INSPECTOR ~ ~ .-. .. .......,.. .-. - Mark K. Schwartz, AlA - Architect, PLLC P.O. Box 933 Cutchogue, New York 11935 Phone: (631) 734 - 4185 Fax: (631) 734 - 2110 May 30, 2006 Southold Town Building Department Main Road Southold, New York 11971 Re: Healy House 195 Mathews Lane Cutchogue, New York SCTM# 1000-84-01-15 Permit # 31142 To Whom This May Concern: Please review the following information for as-built work at the aforementioned project: . The fireplace shown on the plans was not installed. . The ceiling of the addition was constructed with a flat ceiling. . The north wall of the garage has 5/8" gyp. Bd. installed over the studs. Please call this office if you have any questions or require additional information. Very truly yours, " HealyBldgDept.doc \ FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) I/o--Lf./ l'J,1' ) .-4>f. l1k -L. lJ.l..., _I"l :c.?:I - = ~ '} A (L ~ /%J)j. y ~ A ~ ./ JhJ .f) /J ./ J ~-<J/J v v"'p "--~ -;---~ or FOUNDATION (2ND) ROUGH FRAMING & PLUMBING 11-- {if ~ b ~ f~~ . ~..J.- K.. - '~aI\..t o-/( ~ II, UA f'\ .tT.-.A ~ - p,. '!, (/ .J1.J. ~.If! ,,11 AOA~J'Ao.-'-. t1 LO~'I\.'P.~.JJ. ..J- ,,~ H. ^ j..." IJ 0 n f) :- L-... ,} ./.-:, J ~ j1 A v... .. z p - ~'" VI~ :>;::j ..;. J~-/~' s' Jl. f ~. - ..l 0 k I'.n ,,;" A .~O _4 ____ ----~ J pi "'" , lI' ",- ~ ~ I"" I"l .., INSULATION PER N. Y. STATE ENERGY CODE ILK I'f// f, ^ ^ PI,- ':.v ~ ~ ~v' , J. L. L..c., f}-J( /V~ JI.JI", 1'-" , J X FINAL , / / / ~ A /J I ADD!TIONAL COM~NTS /.'7 .. "'/It ff II, MAl. J/.,,// ~_ AU -/;// .F/n~ /' /J I t / II A ,~ - . t,....f-oKJ ftc' &. 1\ If }!Rft'1J~ kp:; Y /.../ ~// (7 r ~ .... o ~~ ~~ '---I"l ---~ \ ..., - - ~~ ~g z Z-~ .. -- :t:>"ll ~ I"l ..., ~ PERMIT NO. 111'id.:z; BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? BOMdofHe&th ~ 4 sets of Building Plans ,./' Planning BOMd approval Survey Check:IJ :J IJ(, Septic Form N.Y.S.D.E.C. Trustees Contact: \' Mail to:Jt/Aa K. J (fjw~r7_ flrl Mx "7~ Cvtc-~ Phone: 134 ~ 4-1 ,fS" TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www.northfork.net/SoutholdJ \ . Examined Approved Disapproved ale fe, Expiration , 20_ nFC I 02004 APPLICATION FOR BUILDING PERMIT Date 12/0"/04- , , ,20_ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location oflot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. . c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit · shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18, months from such date. If no zoning antendments or other regulations affecting the property have been enacted in the iriterim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. : . . 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 South old; Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or 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 """"'ri=l ""-" 00 -= ""U, bmldm, f~ ""~"'Y "-,no". ~J2. i1I:f!L _ (Signature of applicant or e, if a corporation) to ~ 9 ~ J (' P1Vq,~ 119 ~ (Mailing address of applicant) State whether applicant is owner, lessee agent, archite , engineer, general contractor, electrician, plumber or builder Name of owner of premises 1-1 ~4{ 'Iu ' (As on e tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer JkAJ/Z.-T (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. I. Location of land on which proposed work will be done: f9~ ~A-7T~S (,,lfNE- House Number Street c (;;C I-}-P q. "e:.. Hamlet County Tax Map No. 1000 Section Subdivision <1>4- Block I'!) I Filed Map No. Lot-'^,"'n,:iG t"., :"LOt ' \:', : , ,~,<< . , (Name) "'. ' _'.-1' 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Sf I.J; L E., F;l/,4f 11' Itf'- S IJ:JWN T / I'fl.-- b. Intended use and occupancy SIt41 e 3. Nature of work (check which applicable): New Building Repair Removal Demolition Addition Other Work ><' Alteration (Description) 4. Estimated Cost 5. If dwelling, number of dwelling units . .If garage, number of cars Fee . ..... JI;o be~aid on filing this application) Num1Jet of dWelhp.g 1!\1~1 each floor .,.{ , c. .4"' ,', .'t, .,J.' '. ~ ~ ..""'.. . 6. Ifbusiness, commst €.mix~ Lcc~~3eCify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Height Number of Stories 56 E SutC!. r..J 1Z'<..1 9. Size oflot: Front Rear ./ Rear Depth Depth 10. Date of Purchase Name of Former Owner II. Zone or use district in which premises are situated R 4.0 0/ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO - - 13. Will lot be re-graded? YES _ NOK- Will excess fill be removed from premises? YES_NO_ /'1S' /'MTI1E:v.F (.,If 14. Names of Owner of premisesii'::,1I r JjPAf Address cvrCIfp~"e Phone No. 734- 2""P Name of Architect /ef4Lr c.tfk;AItA-L. / Address PQ ~"J( '7 JJ Phone No 134 -4/tPr Name of Contractor Address wrr; f.IrM. up_ Phone No. 15 a. Is this property within 100 feet ofa tidal wetland or a freshwater wetland? *YES_NO_ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_NO_ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) f'I1 AI!? K. S'CHi;V .+ter7- being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (contractor,~orporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and me this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this bt. --3-daYOftC.r ~PubliC 20~ .~ BONNIE J. DOROSKI Notary Public. Slate 01 NIIW Yort No. 01006095328. Suffolk Counll Term Expires July 7, 20...QJ.. .:~, ,. :~t;~~I~mfJEL"'" ~11t1f,~;C;;AA.liAtJ,.<.Ull: . . \~::,:~,j'~~'~:;~~l~~'Il';:,~~~,';~J'-, ,l~... '.~',':~'i:' .. ~,~ .~_~:p.~,~~. \::. ...:::;~,; _~'~':':';'_' _,' . :'. h '. .' ':;', ,'. .::- _ . , ;; '.~",;~ ;~":,::' 'r <~~,.G.i.t:lt!;: dDGUEjbi.Y. .I 1135, ,,'. I. 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' ';-. . .', .~. re::. 1/.' ..' ". . _.\r,~ .' , . ,'~ . . , , ..,~.I..A~ .._ - ",~. . , " ';.., >'.;~':i;'~;~:i~~:~ " ,.., ..~,,' ,'.:;'.':':'-"l"'-,>::;" " , ,,' ~:" . " ,. , , ", . ,:,t;l .,., I"'. . ,.'- '" i{'fA \.) \/:~ . .' ,-", .r\-... . I 1 . ,",j , .. ,:"', ~ "(>1 .'~', , i ! .,\~'.t, ,'~'l ',' ~ '-\ , ~.-' -,J :.: '. " , ~:' ~.":;' ~ . ; ", I'" ',.1 "! . '> ,1. ~ .,,,,,":' .. r, ~,' " '.~ WtND;.BOONfiDEBRfS PROTECTION FOR WOOD STRUCTURAL PANEL .. ~ I I V , , 1 ... , I , I" I 'I I I , , . I),' II II II ' '", J,,' rj' 'I II II II I)," 1,/," II " 'I I, " ' II,' J,,' rj' II 'I 'I N.T.S. 1,/,' FOR PANEL SPANS: II 4' OR WIDER SPAN 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PL YWOOO (OVERlAP AROUND OPENINGS 4') 2x4 STRONG-BACKS @ 24" OC ASSEMBLY: 1). PREAsSEMBLE PL YWOOO TO 2x4'S: I 10x3" (wI WASHERS) GALVlNIZED OR STAINLESS STEEL WOOD SCREW @ 12" O.C. 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING wi 110x3" (wi WASHERS) GALVlNIZED OR STAINLESS STEEL WOOD SCREW@ 16" O.C, ALTERNATIVE FASTNER FOR SHlITTER TO BUILDING: .10 TEE NUTS ATTACHED TO BLDG. wll1Oxl-ll2 (WI WASHERS) MACHINE BOLT @ 12" O.C. Ul TIPlE SECTION ASSEMBLY: 1/4' THICK BOLTS@XOC .. ~ OTRI!'-CT V€u-r , pliir;l',-,4C-e . J ~ "I .. " , " -\ Q) , ~ ......,,: 'It- ...' . J - c;.. t "-L 1.J..~ S '/i: 1- 1 ~; m._ .( '~\),I;P''''/ ~f~"/ ~ .~ ~. ~~ ~ ~ ~' - ~ S; ll: '.!i N ~ ", Clt ~ ~, J;I ~' ~ '3-9~--g - I~ / i~ ~' I -k~w S"V/.,) 4tooM E-:X/ST IN~ ~t:AG E. , (.,-4" ..-- _.~:S ">< 7 0 Pl:.c.jL I IT II :1 RC:./HQlleo ~ r~l:..A.U.rl 1i r:l<:>bL.'; ,z.-.,. II J ex: 1L I jrt/€N ~-LI<;T. J......_,~. or-(lCft APP ED AS NOTED "....- '1'iJ) B.P.# fjVOli!:- O,i? FE . BY:'€--' NO FY BUILDING DEPARTMENT AT 765.1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION. TWO REQUIRED FOR POURED CONCRETE 2. ROUGH . FRAMING & PLUMBING 3. INSULATION 4. FINAL . CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF EW YORK STATE. UNDERWRITERS CERTlFlOATli '.-.; REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AN'J CONLJITiONS OF ;tf';)6J'Y'- SO . .{/,: iV,-. SC _" JJ\':'"", BOARD SOw THOLe '. A~ TnuSTEES NYS, DEe OCCUPANCY OR USE IS UNLAWFUL ( WITHOUT CERTIFICATE OF OCCUPANCY / Cf c) I' J FLOOD ZONE ~!i:"; , . ,,'- .. COMPLY WITH CHAPTER 46 FLOOD DAMAGE PREVENTION SOUTHOLO TOWN CODE. FLOOp.. P~AN 1/411 '<' 11.0 II l~ loz/ 04-- I \ \ CERTIFICATION OF NAILING & CONNECTIONS R~QUIRED. DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. H~ l.- '-( H O()S..E::- 1~5MA1TH-EW$ LANE- COTC.H-Q6uE, !JEvJ Yo t<.K.. MAU k. 5'cHVJAeTZ,AIA ~ ~ ,n:;z.. Tj PI- i- C- CUTCH<:>uvE NE-W '-(O~I<' I 734-.4185 'r ~.'- G.' FWI-i~ c../J c.w 14-- ~ PAt..1l.. ~~~[~:~~Z.HIlIt. ~A --~ / '. ~ '" '() 1 ; , -.11. tt .. ~ , " ~ '~, r '- +---, , ~I 'I 7- 0 . _~n_ J' I ----- ~ -::t: - -. ~ -~ ~+Z.,;~ .,'-- , '" ! I' ~~~ " Ac.a;> I ....'" I ~l~ I I ~ ! ", . , . " ". .. " " .. ," "" . " , " ~ " .- , , .. . ,- .. . . , r-- I I .. I " 'Zz.!. 0 "+/- I ,;'v5~' I : I " I I ," I V ( .~ V) I . I "- .. ~ ~ I I (') ;. NEiIJ CI!?A IV L.. I I {J ~ ,...'Sl"4c..E.- F' . t ..... .V/z." UAJc...S''-AtJ ~ X- III I IN ~ "r- ~1 ! : 'l- 'l"'EtoI/LOG- r i' I ., i _ 4<;:c.L:;;S ",'1 -I- " -t , -., , " , " , , , ',,,, .- - I I rCXJ KIVAT I C> N pLA "-l 1!t".. f- b II 12./"2./04- ~~~' n ,_~_ t OF KEALY 1-1 ou s e.., 1 ~s tv! A 1TrteW5 LA N6-- C<.J1CHoc:::,u~, N 'I . JMtZK K, 'St:-tMJ.4@.1]./A1A- Arec."Hrre::c. T, F'L- L- ~ ~vrc..H-o"'uE, NGvJ '-(0 F<. K. .. ,7:34-41515 1m rn -- --------- / '" .. --- -- -- -,'- - - -- - j}r , . , . " , , , 'j , \ i " , , " , . I. I I , . . . , , , f7 1', i . / \, . .1/ , , , I I' I I~ " I" 1/ , ~' I;. " I, " 1/ ' , ". I', / "- -::::: 1 "- .,,- I, / . f--- . , 1/ I , : " T i -1------ ------. --- -..- -, -- -.-'.'---- ~-~---- "'-. "'- ~ \1\: ~' 7 L () - <' \-- ~ 1 p ~ ill Q ~; ~ ltl \Ll : i ! I )- . .(j $) i..i ~ i ~1 F ',,* z $ h I ~ ~ 101 U ~. i I- i -Ol III: \, IW.. i -C-i ai 'I, i I~ i- 4f-(~~:."~~ ..." \~~.... 1/(,0-\\t--~ L O-(%. I~ -<,,..- ~,.\':\ ... () _ 0: "', '" n "\ ~ ~ ,,' ~;1:., III ' "'~ ...'.>\ "';)... ,"" ~1. 0 ..,...\ .....-~ . '<'" ~.~ 1.#11 I "t)'--V'~ . or. ~j~'. L-...) " ~ "2 Ill' -!~ iiI( tnr,l 'A c( G\j - - xl- WI- <{ , i t<\ l>.l. \ \ \ I I ! ~ i ~ U ,t\ llI. ',Ii ~~ - - ~J 2 ~ \ " i_~ ~ ~ !,J . \I) '- -~\.'l t<' V\ -, :s , ...l ~ i $ )-~--... 7.' ! ~ I "l:~ ~~S ll'- ,,~~~ :!~~ Q),Ui ~tl<:l! I-~>- -<:I;'<::i -;z .. ~\'Iltli. -l .3.R ~ j -':::-Jif " -li.~i;O~8 -~JoJ "-O-%; ~-r L () - - .~~ -1 : II i . ::;;: \\\-.:! ~ GENERAL NQTE6 CONSTRUCTION NOTES: 1) TIle inlonrolion within this sel of conslrucllon documellls Is related 10 basic design tnlent and framing details. They are intended as a construction aid . nol a substitute for generally accepted good building pradice and compliance with current New York State building codes. The General Contractor Is responsible for providing standard construction details and procedures to ensure a profeasionally finished, structurally sound and a weatheqJroof completed pl'tldud. 2). The Genefal Contractor Is responsible for ensuring that all work and construction meels current federal, state, county and local codes, ordinances and regulations. etc. These codes are to be considered as part of the specifications for this building and should be adhered lo even if in variance with the plan. 3). Dimensions shall take precedent over scaled drawings. (00 NOT SCALE ORAWlNGS). 4). The designer has nol been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, lechnlquBS, sequences, or procedures. or for aafely precautions and progrems in connection with the work. There are no warranties for a specific use expressed or lmplied in the use Of these plans. 5). Refer to the Window and Door schedule for.exterior openings. 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets or exceeds manufacture's specifications and applicable codes. 7)_ The General Cuntrador is lo consull with the owner for all built.ln items such as bookcases, shelving, pantry, closets, trims, etc. 8). Wind load requirements shall be taken into account during construction. FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations. detaila and notes to detennine intended heights of finished ftoor(s) above typical grade. 2). All footings to resl on undlSlurbed (virgin) soil. 3). Provide 1/2~ expansion joint materiaS between concrete slabs and abutting concrete Of masonry walls occuring In exterior or unheated inlerior areas. 4). Any new concrete walls being attadled 10 existing concrete structure shall be installed with #4 re-bar, 1S- long at 1T o.c.. Use approved epoxy for Installation. 5). Unless otherwise nOled, all slabs on grade to be 2500 p.s.!.. Concrete to be poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 10 be minimum 3.112 inch thick. 6). Crawl spaces to be provided with a minimum 18-x24- access opening. Install one 8x16 casl iron foundation vent for eveI/Y 150 sq. ft. of area. 7). Oampproof exterior of foundation with bituminous coating as per section R406 of N.Y.S. Residential construdlon Code.A.,6--mU polyethylene film shaU be applied over the below grade portion of exterior walls prior 10 backfllUng. 8). Drainage as per seellon R405 01 N.Y.S.Resldential ConslJUdion Code. FRAMING NOTES 1). All framing techniques and methods as presaiptive design of 1995 SSC High Wind Edilion Wood Framing Conslruction Manual. 2). Unless othBlWise noted, all framing and structural wood material to be #2 + BTR. -oouglas Fir. 3). Floors, walls, ceilings and rafters to be spaced at 16 Inches o.c. unless noted otherwise. 4). Unless otherwise noled , aU bearing wall headers to be (2) 2x1 0 #2 + BTR. Doug. Fir. Bearing wall headers 10 have (2) jack studs and (2) full length sluds on each side of aU openings. LVl headeni to have (3) jack studs and (2) full length studa on each side of openings. Bearing wall window sms shaR also have (2) window &111 plales for 2x4 wall openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire and blocking where applicable. 5). All flush beamsJheaders to be Installed with heavy duty galvinized hangers and anchors where applicable to aU connecting joists. 4(~:.::~ ~ ~,,-'.L <) ,~ /./'" ~\ "~f\; WIND FRAMING NOTES f'e. - "'c"< I ~l(.\ 11.RIOGE.TG-RAFTERASSEMBLY: .. -" ~\'-:.' 1-1/4-x 20 gauge strap shall be attached loeadl pair ofraflers in accon:lancetotable'S ~ ... ~4 ..... ,>, When a collar tie Is used in leu of a ridge strap, the number of 10d common nails r . az. (~ to. j in each end of the collar tie need not exceed the tabulated number of 8d nails in the :; ") .., f .f..;".l, ~. 2). RAFTER-Tn-WAlL ASSEMBLY: ...1. : lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall ~ ~ r: accordance to table 3.3. When 8 raher or truss do nol faU in line with studs below, rafte .". .2.." or trusses shall be attached 10 the wall lop plale and the walt top plate shall be attached to ~ l;J _.. ~.:. "" the to the wall stud with uplift connections. Roofs overhanging the rake side of the building .;,p .-....,.... shall be connecled with uplift connections in accordance with table 3.3c. 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a nocr level shall be attadled with uplifl connections in accordance with table 3.3b. When wall 'Studs above do not fall in line with studs below, the studs shall be attached to a common member in the floor assembly with uplift connectofs in accordance with table 3.3. .1. WALL ASSEMBLY Tn FOUNDATION: First waU studs shall be connected to the foundation. sill plate, or bottom plate with uplift connectors. Steel straps shall have a minimum embedment of 7 inches In concrele foundation and s1alron-grade. 15 indles In masonry block foundations, or lapped under the plate and nailed In accordance with table 3.3b. When steel sb'aps ant lapped Under the bottom plate, 3 'Inch square washes shall be used wilh the 8hChor bolls. Anchor bolt spacing Is to be spaced and slz.ed in accordance to table 3.28. In addition to spacing, anchor bolts are to be spaced between 6-'12 Inches from the end of a sin plate and all comers. 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: Type I exterior shear walls with a minimum or 7/16 inch wood structural panel on the exterior attached with 8d common nails at 6- o.c. al the panel edges and 12" o.c. in the field. and 1/2 indl gypsum wallboard on the interior attached with 5d cooler nails al 7~ o.c. at panel edges and 10~ O.c. in the lield.shall be in accnrdance with the length requirements specified In table 3.15a-b. 6). TYPE 11 EXTERIOR SHEARWAlL CONNECTIONS: Type II exterior ahearwaDsahsl1 meet the requkemenls of table 3.15a-b times the appropriate length adjustment factors in table 3.16. . 1). INTERIOR SHEAR-WALL CONNECTIONS: Allowable sldewaU lengths provided in table 3.14 -shall be permitted 10 be increased when Interipr shearwaUs are used. Sheathing and connections shall be in accordance with 2.:4.4.2 and 2.2.4 respectively. . 8). CONNECTIONS AROUND EXTERIOR WAlL OPENINGS: Header anelfor glrder connedions shall be -atI.ached,with uplift. connections in accordance with table 3.5. Window-sill pIalas. shall be have steel connectors in aGCOl'dance with table 3.5. 9). CATHEDRAl CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters shall either be notched and anchored on top of the beam or slope connectorS shall be attached to each rafter.to-ridge along the open ceiling part of the building. Connections to the ridge and wall shan be be attached with the above reql.drvments. DECKAND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be #1 ACe pressure treated lumbBf'. All fasteners, hangers and anchors to be galvinlzed or slalnless steel. 2). Girders.for deck joisls to be (2) 2x10, bolted to each post with washers and nuts. Girden. on_concrete piers shall be anchored with proper steel connectors anchored Into concrete with a minimum 112" dia x T' kxlg anchor bolt with washers and nuts. 3). Posts supporting girders shall be anchored to a 1Tx12"x1T' thick concrete footing. Use a minimum 1f2".dia x r ~ong anchor bolt with washers and nuts. Footings Shall be 4 ft. below grade. 4). Deck joists to have blocking al 8'0 o.c.. 5). A minimum of 10 Inch Dashing shall be Installed between the building and ledger. ledger 10 be fastened to buDding with 112" dla. bolts witl'l washers and nuts where needed. 6). Cona-ate piers shall be a minimum 6" above grade. 7). All joists to be supported with hangers and anchon;. Each Joist shall also be anchored toglrder(s). 8). Covered Roofs shall be assembled and anchored the same manner as a typical buPding. PLUMBING NOTES 6). Double up floor joists !Jnder walls thai run parallel to the floor jolsl and under bathtubs. 1). All water supply, drainage and venting to be inatalled as pBf' N.Y.S.Residential Floors to have ceramic tile installed shaU be'verified for proper load GapaOOy unless noted Cons1rUction Code. on plans. 7). Provide b10cldnQlbridGing In floor joists at S'O o.c.. Use solid blocking in floor joists under eU bearing walls. 8). Provide insulation baffles at eave vents.between rafters. Install draft blocking as needed. 9). Unless otherwise noted, all roofs and walls 10 have a minimum 1/2~ thick, 4-ply Fir COX exterior sheathing grade plywood. Plywood -to cover over plalea and headers. 10). Unless otherwise noted use 3J4~ thick T&G PTS Fir or Advantedl plywood subftoor adhered with PL-400 adhesive and 5Cf"8Wed to "ocr joists. Finished ftcor to be Installed over subnoor as per manufacture'. instructions. 11). All bathroom walls to have tl2" thick moisture-resistant sheetrock. Garage walls and ceilings and over furnace to have 5/S- thick type-x sheetrock. All other parts of bundlng to have regular 11r sheetrock. All waDs to be taped and fll1!shed. 12). All roof with a pitch less than 4:12 sl'lall be installed with an Ice & Water barrier or approved equal. Flat roofs shall be applied with 8 Fiberglas base sheet with an EPDM torch dD'Nn type male rial over. 13). All sill plates and wood In contact with concrete to be pressure treated. Sill plates 10 be installed wilh a foam sill gasket and cop-r-tex termite shield or approved equal. 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). If wall studs, plates or joists are cut out during Installation for any plumbing related work, provide adequale brBclng and plates to protect and secure the struclure. Verify with the state code and manufacture's recommendation for maximum 1'I00e &lze and spacing pennitted. HVAC SYSTEM NOTES 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety requirements. 2). HVAC subcontractor is to fully coordinate aU system data and requirements with the equipment supplier. 3). HVAC subcontractor to provide final system layout drawing and submit It to the General Conlnidor end owner for fineI review end approval ELECTRICAL NOTES: 1). All electrical lobe installed as perN.V.S. Residential ConstnJction Code. 2). All electrical work shall be approved by a qualified Underwriter. 3~ lnstall Smoke detedorsend Carbon Monoxide detectors tlvoughou1 as per section R317 of N.Y.S. Residential Construction Code. PLAN CONTENTo: C AN Y A551FICA 11 N UIL IN U5 BUilDING HEIGHT T T A Q, FT F N T U 11 TIA DE516H CRITERIA N PRESCRIPTivE AS PER H.Y.S. RESIOENTlAL CONSTRUCTION CODE AND 1 141 ~ IN ITI N F AM NST U TI MANUA Ae F 0 ANec oee TI AN A NOTe EXT. BALCONIES 60 DECKS 40 ATTICS w/o & TORAGE 10 ATT~C5 wI STORAGE 20 ROOF (GROUND SNOW LOAD) 4& ROOMS (OTHER THAN 5LEEPING:) 40 ROOMS (SLEEPING) 30 STAIRS 40 6AURO AILS (ANY DI EelION) 200 FAMINe;, EMENT5 DESIGN LOAD CALCULATIONS (LIVE LOADS P5F) P05URE CAlA 0 Y LOAD PATH (ROOF ~ FOUNDA liON) NAILING ~EDULE SEE CONsTRUCTION ANDWIND PATH CONNECTION AI Ac.;E . Al. N T AGE 5 E AL HOT A6E F AN A I 1-1 E PLUMBINCs RI5ER DIAGRAM FIRE PROTECTION (SMOKE' C02 DETECTORS) TIN R Y A CU ATlaNS SEE FLOOR PLANS N/A - TAN A TI K AM e ~ e Tell CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN NEATHERING UNE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED .StBS. 120 B SEVERE HT. MODERATE SLIGHT TO 11 ",..t . TO HEAVY MODERATE \J ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE ad COMMON @ a" O.C. ad COMMON @ 6" O.C. SEE NOTES: 1,3 INTERIOR ZONE Bd COMMON @ B" O.C. ad COMMON @ 12" O.C. SEE NOTES: 1 (BOTH FIELDS) NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS ad COMMON @4"O.C. Bd COMMON @4"O.C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For root sheathing within 4 teet of the perimeter edge at the root, Including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter I truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 3). Tabulated 4 inch o.c. nall spacing assumes sheathing to rafter I truss framing members with G>O.49. For framing members with 0.42<G<OA9, the nail spacing shall be reduced to 3 inches O.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD .' EDGE ZONE Bd COMMON @ I>' O.C. 8d COMMON @ 12- D.C. SEE NOTES: 1, 3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE Bd COMMON @ 6" O.C. ad COMMON @ 12" O.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1}. For wall sheathing within 4 feet of the comers, the. foot edge zone attachment requirements shall be used. 2). Tabulaled 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0.42<G<, the 0811 spacings shall be reduced to 6 Inches o.c. 3). For exterior panel siding, gelvinlzed box neils shell be pennined to be substituted for common nails. ~f '~~), ,~:/'. .\.t-?- '.;,: '; ,(~ ~- '. 0'\" 'It: U <;:?,\<: NAILING S ~ ~> ROOF FRAMING: ;,kfj JOINT DESCRIPTION NAIL ES '" 'fr l- OTY. r~7;' 8' WALL: 3-8d COMMON ~ I" b'" 10' WALL: 4-8d COMMON RAF .14"''".... B' WALL: ~ COMMON EACH 10' WALL: 4-8d COMMON JOIST TOE.NAlL AS PER TABLE 3.7 EACH WFCM . SBC LAP AS PER TABLE 3.7 EACH WFCM . SBC LAP AS PER TABLE 3.4 EACH WFCM-SBC END EACH END EACH END RAFTER TO TOP PLATE CEILING JOIST TO TOP PLATE CEILING JOIST TO PARAlLEL RAFTER CEILING JOIST LAPS OVER PARTITION COLLAR TIE TO RAFTER BLOCKING TO RAFTER RIM BOARD TO RAFTER 2. Bd COMMON FACE NAIL FACE NAIL FACE NAIL TOE NAIL END NAil 2 - 16d COMMON WALL FRAMING' JOINT DESCRIPTION NAil NAIL NOTES OTY. SPACING TOP PLATE TO 2 .1ad COMMON PER FACE NAIL TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT 4 - 16d COMMON JOINTS FACE INTERSECTIONS EA SIDE NAIL STUD TO 2 - 16d COMMON 24" FACE STUD O.C. NAil HEADER TO , 6d COMMON 1B"O.C. FACE HEADER ALONG EDGES NAil TOP OR BOTTOM 2 - 16d COMMON PER 2x. STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FACE NAil FLOOR JOIST, BAND JOIST, 2 - 16d COMMON FOOT SEE NOTE: 1,2 END JOIST OR 'BLOCKING FLOOR FRAMING' JOINT DESCRIPTION NAil NAil NOTES QTY. SPACING JOIST TO: . - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING 2 - ad COMMON EACH TOE TO JOIST END NAil BLOCKING TO: 3. lad COMMON EACH TOE SILL OR TOP PLATE BLOCK NAIL LEDGER STRIP 3 - ,6d COMMON EACH FACE TO BEAM JOIST NAIL JOIST ON LEDGER 3 . ad COMMON PER TOE TO BEAM JOIST NAil BAND JOIST 3-16dCOMMON PER END TO JOIST JOIST NAIL BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL SILL DR TOP PLATE FOOT SEE NOTE: 1 RTI01= TI- N~' JOINT DESCRIPTION NAIL NAIL NOTES OTY. SPACING STRUCTURAL PANEL ad AS PER TABLE 3.8 WFCM - SBC CEIUNG SHEATHING: JOINT DESCRIPTION NAIL NAIL NOTES OTY. SPACING GYPSUM Sd COOLERS 1" O.C. EDGE WALLBOARD 10. O;C . FIELD WALL SHEATHING: JOINT DESCRIPTION STRUCTURAL PANELS 7/16- OSB PLYWOOD GYPSUM WALLBOARD NAIL NAIL OTY. SPACING 8d COMMON AS PER TABLE 3.9 WFCM - SBC d COMMON 3- D.C. EDGE 6 6- O.C. FIELD d COOLERS 7- O.C. EDGE 5 10. O.C, FIELD NOTES NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing Is naUed 3- on-center at the panel edge to obtain higher sheer capacities. nailing requirements for structural members shall be doubled, or shemate connectors, such as 'Shear plates, shaI be used to maintain load path. 2). When wall sheathing Is continuous over connected members,the tabulated number of nails shall be permitted to be reduced t01 - 16d nail per foot. CONNECTION LOCATION: PART NUMBER: NOTES: RIDGE- TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER- TO-WALL RT20 APPL Y TO EACH RAFTER RAFTER- TO-PLATE RTIS APPLY TO EACH RAFTER (USE WITH SPTH4 CONNECTOR) PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD 2ND, FLOOR WALL-TO-IST, FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER-TO-JACK STUD LSTAI2 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER RT3 OR RT1 APPLY TO EACH CRIPPLE STUD ~EAR WALL HOLDDOWNANCHOR ADSS APPLY TO EACH SIDEWALL END 1ST, FLOOR-UNDER-SILL PLATE MST A36 OR RSI6-R WRAP UNDER DOUBLE SILL PLATE (uSE WITH 3" SQUARE WASHERS) WIND RESIST ANT CONSTRUCTION CONNECTORS USE THE FOLLOWING OR APPROvED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION, FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, PROVIDE 1/2" SPACING BETWEEN THE END STUD AND THE 2 OTHER STUDS FOR AllOWING HOlDDOWN INSTAllATION ANCHOR SOL T CONNECTION CONNECT CORNER STUD TO TRANSFER SHEAR FASTEN WITH (2) 16d COMMON NAilS <II 6" O,C, ANCHOR BOLT CONNECTION FOUNOATION 5/8' D1A. ANCHOR BOLT SUPPORTING MAXIMUM SPACING Sill PLATE TO FOUNOATlON 1 STORY 72.0C ICRAWL SPACE OR FOOUNOATION' Sill PLATE TO FOUNOATlON 2 STORIES 36'OC {CRAWL SPACE OR FOUNOATION' WAll BO~,OM PLATE TO FgUNOATION 1-2 STORIES 57" OC SLAB-DN-GRAOE SIDEWALL ENDWAll USE WITH 3x3 SQUARE WASHERS (USP lBPSSe OR SPSe3) SI1EAR WAU:.. CORNER CONNECTION WOOD JOIST GIRDER/I-IEADER WOOD JOIST WALL STUD BOTTOM PLATE SUB FLOOR DOUBLE JOIST JOIST FRAMING FLUSI-I WITI-I GIRDER/I-lEADER 2ND. FLOOR WALL STUD 2ND. FLOOR PLATE SUBFLOOR RIM BOARD 1ST. FLOOR TOP PLATES 1ST FLOOR WALL STUD CRIPPLE STUD KING STUDS I-IEADER JACK STUDS TYPICAL I-lEADER CONNECTION 1ST. FLOOR WALL STUD TYPICAL MULTI-STORY CONNECTIONS 1ST. FLOOR PLATE SUBFLOQR RIM BOARD S/U. GASKET ( TERMIT1SI-IIELD DOlJBLE SILL PLATE DBL. SILL PLATES (TO OVERLAP JOINTSJ . . . . FOUNDATION WALL DOUl3L.E .JOIST FOR NON-6EARfNG WALLS . , FOUNDA TION WALL 1ST. 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