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33006-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33198 Date• 08/07/08 TNIS CERTIFIES that the building ADDITIONS Location of Property: 95 VISTA PL CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 83 Block 1 Lot 21 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 17, 2007 pursuant to vPhich Building Permit No. 33006-Z dated MAY 7, 2007 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 ONE STORY ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to FREDERICK LUBANSKI (OWNER) of the aforesaid building. SIIFFOL% CODNTY DEPARTM@7T OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 3045366 03/17/08 PLiAIDHRS CERTIFICATION DATED 06/03/08 J.ZEE PLUMBING ~~~~ti~~ ~~~~~ ~ Authorized Signature Rev. 1/81 ~~~~ ' Form No. 6 TOWN OF SOUTHOLD 7 ) ~ BUILDING DEPARTMENT ~ . TOWN HALL 765-1802 APPi,ICATION FOR CERTIFICATE OF OCCUPANCY L._- -_ - ~y ~6yy 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: 1. 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 2/10 of 1 % 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-existing" land 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. $ ~'% ~~ O New Construction: Old or Pre-existing Building: (check one) Location of Property: q5 V{STA ~~--A C~ ~~ V ~~l}O('rU~ House No. Street Hamlet Owner or Owners of Property: ~R ~ D E R t C iC, Ct. C g R O L y ,.l LU /~ A~ S k Suffolk County Tax Map No 1000, Section O g 3 Block p O o / Lot Subdivision ;R //lC 1-{ /~/ILC.S Filed Map. y 90 ~ Lot: O a,I Permit No. ,3 3 0 0 ~ Z Date of Permit._ _5I!/~ Applicant: ~,pE~ 6/Z I G ~~ LV B A /`~$ ~ J Health Dept. Approval: Plarming Board Approval: Request for: Temporary Certificate o~ Fee Submitted: $ ~5 ~'lJ. Z 33i~~ Underwriters Approval: ~/ Dyf.~y ~ ,yJ~ /7-~~ /%t/fL ~~-%/~ Final Certificate: / (check one) Applicant Signature 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. 33006 Z Date MAY 7, 2007 Permission is hereby granted to: FREDERICK LUBANSKI 95 VISTA PLACE CUTCHOGUE,NY 11935 for ONE STORY ADDITION & RAISED POOL SURROUND TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 95 VISTA PL CUTCHOGUE County Tax Map No_ 473889 Section 083 Block 0001 Lot No_ 021 pursuant to application dated APRIL 17, 2007 and approved by the Building Inspector to expire on NOVEMBER 7, 2 Fee $ 604.00 ~ AK?.uthori~ ignature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health ~~ I; 2~a1 .' PERMIT NO. 3 3t) n (7 ~ 4 sets of Building Plans Planning Boazd approval Survey Septic Form_ N.Y.S.D.E.C. Tmstees Examined _~, 20~ Approved ~' 7 ,20 O Disapproved a/c Phone: ' 3 y ~ 7G %/( Expiration ~// 7 , 20~ Contact: Mail to: f ~.P~ wing Inspector APPLICATION FOR BUILDING PERMIT Date ~/a i2 ~' H l S', 20a'r 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 of lot 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. £ Every building permit shall expire if the work authorized has not commenced within 12 months afrer the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafrer, 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 Southold, 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 authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) 95 VC s T P~.~ ~.~ C ~Tc H v GUS n/Er.~ ~0.2fG i/ J35' (Mailing a'ddres pf aos plicant) State whether applicant is owner, lessee, agent, azchitect, engineer, general contractor, electrician, plumber or builder Name of owner of premises FjQFD~R IGIC a" CARoLy,~/ Lvt3A~fS~C! (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No._ Plumbers License No. Electricians License N I5 a-~?5~ f~ Other Trade's License No. 1. Location of land on which proposed work will be done: 9 S 1/t sTi-~ ~~. FI e. ~ _._ C vT N o House Number Street County Tax Map No. 1000 Section 8.3 Block ~ Subdivision ~/Rc_N 1-1/L~~ Filed Map No. (Name) ,e.. Lot ~ J.., o ~ Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~QESi ~~~ %ifr/.. b. Intended use and occupancy ~e s ~ a ~-.~ ~-in, L ~ r Nature of work (check which applicable): New Building Addition / Alteration- Repair Removal Demolition Other Work 4. Estimated Cost ~ad ~ , CJ o O . o o Fee (Description) - (To be paid on filing this application) 5. If dwelling, number of dwelling units o7., Number of dwelling units on each floor ~. If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front '70' Rear CIO ~ Depth ~3 s ~ Height /a, ~ Number of Stories / Dimensions of same structure with alterations or additions: Front 90 ' Rear ~d ~ Depth ,So' Height /'y ~ Number of Stories / 8. Dimensions of entire new construction: Front o20 ~ Rear oZ0 ~ Depth .J n Height / f7' Number of Stories / 9. Size of lot: Front ~~~, _ 9 ~ Reaz ~ 9s ~ Depth % o~ O ~ 10. Date of Purchase o2// 9 3 `~ Name of Former Owner /t7fjR C~EC.LP, L E onl RR. t~ 11. Zone or use district in which premises aze situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES / NO Will excess fill be removed from premises? YES i/ NO FREOE F.ic.K d gs" v~sr~ P~~c~ 14. Names of OwnerofpremisesCAaoLy.~L.vliArJS~u AddressG'~fgo6.uE,~y~~9ds.' Phone No. 631 '73'I-194 Name of Architect tT M ~ S 7~EER. KoSk ~ P. £ . Address ~z°O ~E2 ~ ' i s Phone No ~3 t a 98 - ~ i / 6 Name of ContractoaSt,ln~SSe i0.1c~/S Cu¢~Address y(J~[lq~ Phone No. ~3y-'~1~'a- f lac. Ct,~(~vo~ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetl ~ *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: COUNT/~Y OF .~/Gr//_ ) (ir? COL (/~/ LI~,C~.~?>y~K / being duly sworn, deposes and says that (s)he is the applicant (Name of incYividual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his 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~!! /,~ day ~et_GLY,c.~(_ 20~ -Notary Public Notary rude New Malt No.3~-$741154 QuaBfied in Nassau / S Cou ' Ganmission Expires 0 05 Signature o pplicant 336o6z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING /STRAPPING [ ]FIREPLACE & CHIMNEY [ ]ROUGH PLBG. [ ]INSULATION FINAL ~P [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ] FlRE RESISTANT PENETRATION REMARKS: p DATE a ~ ~ ~ 8 INSPECTOR ~~ !~° ~ Z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: ~t-'O''r i-¢.. Q DATE ~ ~/ ~ C ~ INSPECTOR ~ -~ - '~ 3300 ~ TOWN OF SOUTNOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [FOUNDATION 2ND ,[ ]\ FRAMING /STRAPPING [ ]FIREPLACE 8~ CHIMNEY [ ] RouGN F+LBG. [ ]INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION [ ] FlRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION n~uwo~[c. 9 DATE ~~ ~ / - 0 ~ INSPECTOR `' i~ 33oa~ z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTION ,[FOUNDATION 1ST [ ]_ FOUNDATION 2ND [ ]FRAMING /STRAPPING [ ] FIREPLACE A CHIMNEY [ ] FlRE RESISTANT CONSTRUCTION ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMORKSe DATE ~~ ~ ~~ INSPECTOR '~~ FIELD INSPECTION REPORT DATE COMMENTS ~~~~} ro ~ ~ FOUNDATION (IST) i0 ('Q' V ------------------------------------ (y" ~ i ~ FOUNDATION (2ND) ~~ ~y ~ z 0 S> U~ y ROUGH FRAMING & PLUMBING - `~ i~ --- --- ---- ----- 'x --_ -- f ~ INSUL TI - - ~" ~~ -" A ON PER N. Y. STATE ENERGY CODE n ?~ 1 ~J FINAL c~ r ' dv.- ~ ro. a m ~ _~ ~ ~ ADDITIONAL COMMENTS o-.2S-o'I /~ P Jt.~'. ~ 7~c o r~ m io- ~ ~ ~ i ~ ~~ --- ~- h n k ro - ~ ° ° z C - ,~ . _ -~ x d b y BY THIS CERTIFICATE OF COM~IANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET -NEW YORK, NY t 0038 CERTIFIES THAT Upon the application of upon premises owned by R.J. CORAZZINI ELECTRIC 320 RICHMOND LANE PECONIC, NY 11958, Located at 95 VISTA PLACE CUTCHOGUE, NY 11935 Application Number: 3045366 Section: Block: Lot: FREDERICK W. LUBANSKI 95 VISTA PLACE CUTCHOGUE, NY 11935 CertNicate Number: 3045366 Building Permit: BDC: ns11 Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Outside, Attic, 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 March, 2008. Name 42Y 13~ $tiSin¢ Citcuit TYl~ Ahrm and Emergency Equipment Sensor 1 0 Carbon Monoxide Sensor 3 0 Smoke Generator Portable Cowection 1 0 60a Appliance and Accasorks Air Conditioner 1 0 36.000 BTU Air Conditioner 1 0 30.000 BTU Paaets 1 60 11 Wiring and Devices Outlet 21 0 Fixture Fixture 3 0 Flotuescent Fixturo 18 0 Incandescent Outlet 37 0 General Purpose Receptacle 34 0 General Purpose _. ~ _ Switch 25 0 General Purpose _`~ -- ' , Paddle Fan 3 0 - _ sea/ Disconnect 2 0 60a Air Conditioner' Contlnuod on Nast Page 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the1ugation indjcated BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET -NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by R.J. CORAZZINI ELECTRIC 320 RICHMOND LANE PECONIC, NY 11958, Located at 95 VISTA PLACE CUTCHOGUE, NY 11935 Application Number: 3045366 Section: Block: Lot: FREDERICK W. LUBANSKI 95 VISTA PLACE CUTCHOGUE, NY 11935 Certificate Number: 3045366 Building Permit: BDC: ns11 Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Outside, Attic, 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 lath Day of March, 2008. Name 4T_'1' B9[4 Reline Circuit 1Y~ Receptacle 6 0 GFCI Service 1 Phase 3 W Service Rating 150 Amperes Service Disconnect: 1 150 cb Meters: 1 seal 2 of 2 _ - This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indieatect. Town HaO, 53095 Mutn Road P. O. Box 1179 Southold, New Yak 11971 O si ,~ ~' ~l ~ ~' Fax (516) 765-1823 Telephone (518)785.1802 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE s %'/ ~~0~ Buildingr~Permit No. .~ 3 4 ~ Owner: r rl q~ -^ ~ L It (,gyp ~A.v S ~.'. (please print) Plumberb ~,~ Ztc~S ~'tH• (please print) I certify that the solder used in the water supply systala contains lees than 2/10 of 13 lead. o~ . ~~ lutabere gnature Sworn to before me this r/ 3'~`~ day of ~~.1lJQ--- , -}~ ~~a Notary Public, ~Lr7-i'B-~.~ County JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 Date: November 7, 2007 To: Town of Southold Re: Insulation Inspection Lubanski 95 Vista Place Cutchogue, NY 11935 Permit# 33006 To Whom It May Concern: An Insulation Inspection was preformed at the above mentioned property; all insulation was installed as per Plan and meets all State and local Building Codes. Any questions please feel free to call. `~\ Sincerely ,, ~ ~ \~ ~ James,~.~e~rkoski P.E. ~~ JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631)298-7116 Date: October 24, 2007 To: Town of Southold Building Dept. Re: Framing/ Plumbing/ Strapping Inspections Lubanski 95 Vista Place Cutchogue, NY 11935 Permit# 33006 To Whom It May Concern: A Framing, Strapping, Rough Plumbing inspection was preformed on the above property, and it is deemed that all this work was done as per plan and meet all state and local building codes. A pressure test was also performed on the lntire,plumbing system, and vent stack filled. Any other questions please feel free to c~11G ~ _ ~~~ ~ --- U ~~~ ~_ ~~ ~ 2s '~ _ L/ v ,; - -~ ~,~~ ~l ,JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 Date: March 14, 2007 To: Town of Southold Re: Septic Survey Lubanski 95 Vista Place Cutchogue, NY 11935 To Whom It May Concern: This letter certifies that a septic survey was performed on the above mentioned property, and the existing system is in good working condition, and is more than sufficient to carry the new demands put upon it by the proposed addition. Any questions please feel free to call. P.E. ~3gd(p SlA1~E Uf' NEW YUKK i WORKERS' COMPENSATION BOARD CERTIFICATE OF PARTICPATION IN WORKERS' COMPENSTA'1'ION GROUP SELF-INSURANCE la. Legal Name and Address of Business Participating in Group Id. Business Telephone Number referenced box "la". Self-Insurance (use street address only) ~ _,_ Sunrise Builders East Inc. 631-734-7182 8500 Cox Lane ~ -- P.O. Box 1097 Cutchogue, NY 11935 Ib. Effective date of Membership in the Group: le. NYS Unemployment Insurance Employer Registration Number Trust Member # 4-1-07/08 / EC10051586 of Business referenced in box"la" 45-39554-1 I c. The Proprietor, Partners or Executive Officers are'. ^ Included (Only check box if all partners/officers included) If Federal Employer Identification Number of Business referenced ® All excluded or certain partners/officers excluded. in box "la": 11-3$34707 2. Name and Address of the Entity Requesting ProofofCoverage 3. Name and Address of Group Self Insurer. (Entity Being Listed as Certificate Holder) Elite Contractors Trust NY / CRM Frederick Lubanski 386 Violet Avenue 95 Vista Place Poughkeepsie, NY 12601 Cutchogue NY 11935 This certifies that the business referenced above in box "la" is complying with [he mandatory coverage Requirements of the New York State Workers' Compensation Law as participating member of the Group Self- Insurer listed above in box " 3" and participation in such group self-insurance is still in force. The Group Self- Insurer's Administrator will send this Certificate of Participation to the entry listed above as the certificate holder in box"2". The Group Self insurer's Administrator will notify the above certificate holder within 10 days IF the membership of the participant listed in box "la" is terminated. (These notices may be sent by regular mail.) Otherwise, this Certificate is valid for maximum of one year from the date certified by the group self-insurer. lfthis certificate is no longer valid according to the above guidelines and the business referenced in box "!a" Continues to be named on a permit, license or contract issued by the certificate holder, the business must provide the certificate holder either with a new certafcate or other authorized proof the business is complying with the mandatory coverage requirements ojthe New York State Worker Compensation Law. Under Penalty of perjury, I certify that I am an authorized representative of the Group Self-Insurer referenced above and that the business referenced in box "la" has the coverage as depicte d on this form. Certified By: Thomas Dickerson (Print name ofauthorized representative of the Group Self-Insurer) Certified By: ~ ~~ 06/13/2007 I (Signatu~ ~ (Date) Title:_ _president Telephone Number: 631-298-4700 ~ui`i ~ 5 GSI-105.2 (2-02) REScheck Software Version 4.0.1 Compliance Certificate Report Date: 03/01ro7 Data filename: C:1Program Files\CheckU2EScheckUUbanski.rck Energy Code: Location: Constmdion Type: Heating Type: Glazing Area Percentage Heating Degree Days: Construction Site: New York State Energy Conservation Construction Code Suffolk County, New York Detached 7 or 2 Family Non-Electric 15% 5750 Owner/Agent: Lubanski Cutchogue, NY Designer/Contractor: James Deerkoski 631-298-7116 Ceiling 1: Flat Ceiling or Scissor Truss: 600 30.0 0.0 18 Skylight 1: Metal Frame with Thermal Break:DOUble Pane with 72 0.560 40 Low-E: Ceiling 2: Cathedral Ceiling (no attic): 400 30.0 0.0 14 Wall 1: Wood Frame, 16" o.c.: 1080 21.0 0.0 52 Window 1: Wood Frame:Double Pane with Low-E: 124 0.330 41 Door 1: Glass: 41 0.330 14 Floor 1: All-Wood Joist/1'russ:Over Unconditioned Space: 1000 38.0 0.0 26 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has ped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans~lf cations are in compliance wkh this Code. _~ ~ r11~5 ~C~-l~5 ~~ V 3 4 07 Name -Title SignaW \\\ Da J Page 1 of 1 l~~Gn51c~ ~3- t- a \ 33u~ lP Erosion, Sedimentation ailll Storm-water Run-off Control Plan ASSESSMENT FORM Yes No A. Does this project meet the minimum standards for classification as an Agricultural Project. %' Note: If you answered. Yes to any of the above, aStorm-water,. Grading, Drainage 8 Erosion Control. Plan is not required. ------------------------------------------------------------------- ACTIONS. REQUIRING THE SUBMISSION OF ASTORM-WATER. GRADING, DRAINAGE & EROSION CONTROL. PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number:. (A Check Mark (J) for each question is required for complete application) Yes No 1. Will this project retain all Storm-Water Run-off generated on Site? (This. will include all run-off created by site clearing and/or coristmction activities aswell asap / ^ Site Improvements and the permanent creation of impervious. surfaces.) 2. Will this project require any land filling, grading or excavation where there is a change to the natural existing grade involving more than 200. cubic yazds of material within any pazcel? 3. Will this application require. land disturbing activities. encompassing an azea of five thousand (5,000). square feet of Bound surface or more? 4. Is there. a Natural Water course running through the site or is this project within One hundred (100) feet of wetlands or a beach? 5. Will there be site preparation on slopes which exceed fifteen (15) feet of vertical rise to One hundred (100) feet of horizontal distance? 6. Will driveways,. parking azeas or other impervious surfaces direct Storm-Water Run-off into and/or in the direction of a Town Right-of--Way? 7. Will this application require the placement of material, removal of vegetation and/or the construction of any item within the Town Right-of--Way or road shoulder area? (This item does not include the installation of driveway aprons.) 8. Will there be site preparation within the one hundred (100) year floodplain of any watercourse? ~ / Note: If any answer to questions one through. eight is answered. with. a check mark in the Box, aStorm-water, Grading, Drainage & Erosion Control Plan is required and must be submitted for review prior to issuance of any building permit. STATE OF NEW YORK, ~ COUNTY OF....~.,).i-.(~.1..aG, That l, ...L'.9k0~.~~/.....C-`!.~~~A.^(5..~.!.. (Name of individual signing Document) And that He/She is the .........~.C.V NE~Q,. to Owner and/or representative of the Owner or O and file this application; that all statements con work sill be performed in the manner set forth Sworn to before me this; ......... ~. ~.. - ................day of ... Notary Public: ....1J.~.. ~~:... . MEL~I~l~I~ NOTARY PUBLIC SI No. 01Db4i Oual(fied in Suf t'artsrdssiolt E~ires St ss .................. being duly sworn, deposes and says that he/she is the applicant for Permit, ................................................................................................................................... caner, Conhac[or, Agent, Corporate Officer, etc.) wner's, and is duly authorized to perform or have performed the said work and to make twined in this application are tore to the best of his knowledge and belier; and that the in the application filed herewith. ............ . OROSIO (StgnatureofA plicant) YMII U ~ - _ a. n. arm #.L_`C~_ o1L ~c T o ~- -. -~. •f it 1 ]ci L, i >'"~M: 22,440 ;,q. ft. o cry .. ' So, ui.c .., ~~ ~ p a I ~ w... Sp• ... -ha>.c 4( ,~ r,9. .e1.~~w~+' ~; ' ~. .a Z !~ I ~.. UI ~ tshcal w --- 3y' ;... ~ yy 9arvyf - 3 ~ .~ ' Si ~d~ j~a FS a ~I. ~ n ' - 4„`77 :i ~ . i - ' _. ~ _ _. ; r. '7'. ~; ml u ~ ~ ;, m ~., ~ - ; ~ Q. in '' ~ ' ~'% ,~~' ~ acaLe ~ ~`7'i i 1 YS r .. ~{ d,". FPiDZ.Ert ,. ~ Ti. rr k~~ 0 ~. v~' . t. f ~ 1 CpYlVH{M~ ~~"~~~~ C f6~ ! /.. r-~. L:L-s Ms~F' OF LaT h iE~#BGJ-! f3~(G.LS AT GLITGNOt5t,lE'~~ -~D11c co F;te nail. nh.~) c ' RDR•,A1Nv/-OYAL O1 GONiTRDGTION ONLY ''• ; ~~.~ h ,; '. ry ¢ 3 k~s, "" 1-4- SO- 16 v, nI s•s .: ItRPltc#ED: < '[0 DiR swvn Is w nu , "~ OllpOv S• ~ ~@'IIQV )M/ q fMF Xfw YJ C -A.! (YQCa,r'l'j UFAT1oN lAW, fJU C n s... L 1 1" ..vA? Sd= STAM Cx,anan-Im~cl ~ ~FGre n ~~ rt~n-i '{! SEAL CUmmoH wsalNi C,nr,,d T /er 1'. -. ~i ~~f,~e=. RODEIq CK MAN TUYL. P. C. ~. 1~4.__..~ •. ~ t UC. UNO fU RVfYORf~6R RT, N. Y. - THE WATER SUPPLY AND 9Ew4L-F. DIf POML fY6T6Mf POR THIS RE61~ DENCE Will. CONFORM TO THE STANOAf106 OP SUFFOLK GO. OFFT OF HEALTH. BERYICE3. (f 1 _~.. APPLICANT CFRTIFICATnNI OF NALL ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES,OF NEW YORK STATE. a iV PLUA4BING ALL PL."r, ,IC, .�-I— & WATL., ,NES NFcO TESTING BEFORE COVERING RLUMR ` CERTIFICATION FRONT ELEVATION ONL,,Nc ONTENT SErL,RE SCALE: 1/4 = 1 -0 EO- Occu-ANCy SOLDI_t- USED IN WATER SUPPL", "STEM CANNOT EXCEED 2110 OF >% LEAD. UNDERWRITERS CERTIFICAI# REQUIRED OCCUPANCY nr, USE IS UNL*I /F,IL W1 ,-HOUT CEI ;j f=1,1A- OF OCCUPAN�;1' AJr°" vE 13 rvor:D DATE..)/�7 _7_ I heF _�� ..� B •. MTME T I 'uq FC,k TH: FULL' F F- f F 'fin :N,�REEC 2D �O 2. fi �..,k, E R NG o ® ® ® ® 3. ry 4. FIPu, C��'STi;U0TI0N T 6E in�rvl, . -GR cc)ALL CUM°F, i,)f4 SHALT 7 I {L REQUIREM OFTHECO�. FN W YORK STAIE. NOT RESPON, - F R DESIGN OR CONSTRUCTION L7,RO RETAIN STORM WATT^ -,• ,,�cp PURSUAN 0 SECTIC OF THE T W DE. �EOOEW "C LEFT ELEVATION SCALE: 1/4" = 1'-0" ` LLLBANSIGI ITION CRNR. BIRCH 4 VISTA LANE, CUTCHOGUE, NY PG. � Mareh OI, 200'1 �aLE I/4" = I'O" JD 0 n ® ® c iV W Ul�� r � , Yrauan LUBANSKI ADDITION CRNR. BIRCH 4 VISTA LANE, CUTCHOGUE, Eil PG 2Merch OI, 2001 OCnLE I/4" • I 3 2`I; w+XnH -- - ----^ ------------ L.." ----- --- N 37.33'40"W 195,00' of � I I 5 T W GUIL H -- -—-- ———— T ENVELOPE 2Q.5' +I =34ML 20•QQ rnm,eu,m n yp O -- mlm�� : FFF �^, F - �nRnwrt _ L p N DECK y ' N ouw .uruur72. N 47.9 PROPOSED 72.QU " � -------- '--- m ® r ADDITION B w D o o w Z p n E%.1 STY.HOUSE M o - m o m 75.00' 20,00' 48.00' o .. ... .. .. urtruuqugauwmrwawn+,wwry YOerXu+rwmin rxGFNM:l3bLl le.fT. Nyw l �. 24.0Tl . aq.,RelufFWuxWlXAaYu,Y,oLamnwRowr0nf_wwfXOM1L 1.L11GMR+MWt[TwR MI,ru[wnM,g,glM=onowwmW[,ovvTg XlaP RHw pI^ [(1N6XI IuXuo, CI EXISTING Mrw.q�q.:.wm.Mm,M M.VI.LOT[OVWGE.]Ox !: pl jl EX.NONE:210Mfi. Tip r'� Napllpmepu[, FX.rOPIJL lIE Yi R. ,� ICC I Rem prtNue wtnww fX 1Al MENLL Ie]n .a,.y wm N mono PIIOrOIF➢IDOI IIOX IeW Ie R. Sh auXcuY,�WN�nu' i[`iux wuMULR1M PIIOrOIF➢eFIN:M!!D,R. / umlufnnd,.MRf wnllmfaM[WgXNxo Mrt PIMPeIFe IOTCWEMGE f.i1x OV a�w�wi.1^rwRuXwonq+Mrµu,Rwxuuvrt rwvmrz 7xO W'POneooL, S 39'0'0"E 1661.9' n. ff.m,n.lsorsrKl .LnunlxOxoorxmmxucTNE+ ^ 5 ,EC.RKlTM N0w.w.My MECOnpECTinCM ON4.!'JTIEY UIIOEII W4IXEFD VMIAxCE T 'I _ TA PLACE o VIS l 0 'AO FOUNDATION PLAN SCALE: VS"=11-0' Q SITE PLAN SCALE: 1" = 30'-0' Ywm . RIDGE d ilM MW 5 p VENT X12 _ I' U QECK (3)1-3/4XI6 ML RIDGE 6 !�w (ALT.W12X19 STEEL BEAM) nW"rvurw +mqu 2XI2 GIL"OL T O 5 ROOFING TO MATCH EXISTING 72 @ 1/2 M1 154 FELT UNOERLAYMENT 1/2"4-PLY FIR LOX SHEATHING 2MPG x " PROVSbE MIN. 1"AIRSPACE ; BETWEEN ROOF SHEATHING ' 12 ANO INSULATION XusrER eaTu B� EYATNB BEDROOM VENTED SOFFITS E I n rurzuowrnrr-rt EXISTING` a.wmowww,o.umavmmR-,.w,Rqu-oc \ nmwnngw:m:nmlE�a.rwnmunnrWaoo SIDING MATCH EXISTING w/VAPOR BARRIER nMRwEn-u.w+Xrgo.m.w.Ruwo„wu w memaawmp°rw�°`"a°.�u."`� rp5141+mm"(°` B wna,+.u.uWaRva'uxMw.gT..ml)"" 1/-"2"SHEATHING 1 2%60F+-STUDS Gli"OL aXwurtxLwo®1 WNY VnxgnwvuAmw ExanxO eEeRean naxwRwwu Wm;uoaeu,mX r 3/4"TEG SUSFLOOR —-—-— 11-7/9"TSI550 WOOD-I F7 916"OC j�Of NEW yo li OPO��.D EAk 9,F��kS p. 2%6 ACO ILL PLATE o B"PC FOUNDATION >e P `a LOP-R-TE%TERMIT11 E SHIELDi .� DAMPPROOF EXTERIOR 1ST, FLOOR PLAN ua FOAM SILL GASKET I I •, — __ ._ 2"CONC.SLAB I .� SCAILE: 1/8" 1'= -0' _I___ 23 ALL FOOTINGS TO BE INSTALLED ON 16"%B"CONIC.FTG. UNDISTURBED SOIL(MIN.3000+CAP.) w/2%4 KEYWAY Op 0, 07 TJ y /� /� /� (2)+5 REBAR A NP SECTION ION A—A LUBANSKI ADDITION SCALE: 1/4" = 1'-0" 4M NDMENt CRNR. BIRCH 4 VISTA LANE, CUTCHOG PG , ae 02, 2001 SCALE I/4 v I O " JD 20'-5 1/2" BILCO C-DOOR W/ 12"EXTENSION PROVIDE(3)1-3/4X9-1/2 ' ML HEADER OVER F.P.OPNG. y PROVIDE 2"AIR SPACE xv ausx FEE] '^ E / BETWEEN FRAMING AND F.P. E } ? 5 E f. F m w N / N LUX 3OX49VELUX VENTING S.L. VENTING S.L. VENTING9.L. i E N E T F GAME ROOM g H EX DECK FLAT CEILING AT 4 o in m w E / 'r 3OX46 VELD 3OX46 VELD% i 'i VENTING S.L. VENTING S.L. M --' w N ' m � E a E m c F 1/2 BATH N / N iV :o o °O o '^ m m F MASTER BATH EXISTING BEDROOM 6, i ---------------------- E '2 s_0• i e b 1).PLATE HEIGHT AT 12'-I' t° BOX46 VELUX REMOVE EXISTING CLOSET VENTING S.L. / m FOR ACCESS TO ADDITION 2).E%TERIOq WALLS TO BE FRAMED WITH 2X6 DF*2 STUDS AT Sb"0.[.. EXISTING _______ 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR COX PLYWOOD. 4).PROVIDE 3-% NOTED. D AL HEADERS OVER ALL OPENINGS UNLESS u OTHERWISE NOTOT ED..ALL OPENINGS OVER Ff.TO HAVE 2 JACK STUDS 1'-9 1/2' ON EACH SHE OPENING.PROVIDE 3 SACK STUDS ON EACH SIDE FOR o- o MICROLAM HEADERS. MASTER BEDROOM 8'-0'HIGH CEILING HEIGHT ' 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE +' APPI TrA LE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS NAVE IMPACT GLAZING. i 6).INSULATE ALL EXTERIOR WALLS WITH RIR INSULATION. 3OX49VELUX / VENTING S.L. EXISTING BEDROOM y 71.INSULATE CEILINGS WITH Ii907NSULATHN. c '--------- S).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2-SHEET ROCK. E BATHROOMS TO HAVE MOISTURE-RESISTANT SHEETROCK INSTALLED. f Y � m Y Yf Y 3046-Transom 3046-Tmnsom 2'-111/2• 12'-21/2" 4'-SO" n i-Epc� c f_ "r . n 1ST. FLOOR PLANK SCALE: 1/4" = 1'-0' \ \ry "r1n LUBANSKI ADDITION CRNR. BIRCH 4 VISTA LANE, CUTCHOGUE, N7 P6. March OI, 200-1 W' ______________________ CHIMNEY 12 B� i I ' (2)2X32 DF_x2 TRIMMER _ __ ___ (2)2X_12 DF*2 TRIMMER T O w l 30X49 VELD% I n a I 3OX49 VELD% I a lii x VENTING S.L. 1 VENTING S.L. 1 I (2)2X32 DF*2 TNIMMER (2)2%12 DF*2 TRIMMER m /2x12 OF-02 RR 016"0[ ' W I N P (2)2X12 DF*2 TRIMMER __ (2)2X12 DF*2 TRIMMER Fal �I._SOX49 VELU_XcxVENTING S.L. � - .19. - Iil I 2 7)(13 UF4i2 TFiDkMER (2)2X12 DF*2 TRIMMER m I 'm I I ________________ _-___ ___________________________ _ ___________________________________________________________________________________________________________________________________________i� I I I 1 I 1 I I I I l , l 'I i 2.12 on_ 2R� '------- ' I I I I II --------------------~ ---------- ' --------------------------- J ' I II Y ' I i j I VALLY PLATES TO BE LTED OVER NEW 14OUSE (2)2X32 DF*2 TRIMMER RAFTERS W/1/7"OIA. ' __ i____________________________-. 90X46 VELUX _—_ AT EACH RAFTER iiPOST _____________________________ 1 NOTE: GALV.LAGS W/W HERS ; EXISTING 1).INSTALL 2X6 DF*2 COLLAR TIES AT 48"O.L.. xl x I VENTING S.L. 2X10 GE 2).APPLY 1/2"THICK FIR COX SHEATHING OVER ROOF FRAME. N N -- -- ------1---- -------- -' ` -i - - � i 3).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND II (2)2%120F*2 TRIMMER .____i ------- ,___1________________.______________ II DIRECTLY TO THE DECK ALONG EAVES. 4).USE 36*FELT UNDFALAYMENT WITH ASPHALT ROOFING. I � it 5).ICE I WATER BARRIER TO BE USED IN ALL VALLIES AND INTERSECTIONS I WITH ROOF AND SIDE WALLS(TYPICAL). I I 6).00 NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODIII SHEATHING (2)2%12 DF*2 TRIMMER _ I MUST L DRY AND CLEAN PRIOR TO IEXPOSEDT UNE MENTS AN E - o V ' WORK DAY,COV IS NOT TO BE LEFT E%POSEO TO ELEMENTS AT END OF THE VENTI G S.L. I - WORK DAY.LOVER WITH HEAW-DUN TARP UNTIL ALL ROOFING L4 VENTDlG S.L. ' � ' � COMPLETE. 7),INSTALL ASPHALT ROOFING AS PFJi MANUFACTURE'S WRITTEN INSTRUCTIONS. USE GALVANIZED(ZD1L COATED)ROOFING NAILS, A-12 GAUGE WITH AT (2)2%12 DF*2 TRIMMER ' LEAST 3/S"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. I USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT 12 CUTTING INTO SHINGLE SURFACE. 1 I ' I ' I ' it I I , I I 1 i ROOFPLAN ='_________ __ _ _________________ ____ ___ SCALE: 1/4" = 1'-0' �e`t t ��y7 i,,,l LUBANSKI ADDITION ORNR. BIRC44 4 VISTA LANE, GUTGNOGUE, NY PC" rp March 01, 2001 SCALE 1/4" . 1'0" JD E VENT 12 (3)1-3/016 ML RIDGE (ALT.WI2X19 STEEL BEAM) 2X12 016"OC 33'40" W 195.00' ROOFING TO MATCH EXISTING 150 FELT UNDERLAYMENT +? OI 1/2"4-PLY FIR COX SHEATHING 'Bp i � I i PR MN,1"ARS P�E 40.00 ~' _ _ _ - - _ _ ' _ _ _________________________ 20.00' 12 BEROOF SHEA -_____________._.____._____________________-___________ _ __ AND SULATION H 1VENM 20.5' 20.00' SOFFrr N SOFFITS CT7 i - O `A 7 cn BUILDING O O PROPOSED S N ENVELOPE t1 N N DECK ►: -� 47.91 eD q PROPOSED 72.00' — — — — — — c~o ^ SIDING TO MATCH EXISTING ADDITION W/VAPOR BARRIER ® to C3 w D SHEATHING O 2X6 DFW2 STUDSS 916"OC Z N EX. 1 STY. HOUSE o 0 1V O m m 75,00' _ _ _ _ _ _ 20.00' 49.00' o ' ' 31V TAG SUBFLOOR :_________ ___________ _ ____. - __i___ _________________________i Z —_ _ 24.00 11-7/2"TOI550 D-I F 016"GC I I 2Xfi ACQ SILL PLATE N PROPERTY:22499.9 50.FT. W COP-R-TEx TERMIfEsRwL➢ : o; E:20% we Ohm p01 FOAM SILL BASKET MAX.LOT COVERAG S'PC FOUNDATION E%.HOUSE:2160 SO.FT. p DAMPPROOF EXTERIOR EX.PORCH:132 SO.FT. EX.LOT COVERAGE:10.2% PROPOSED ADDITION: 1000 SO.FT. PROPOSED DECK:400 90.F7. c PROPOSED LOT COVERAGE:6.24% 'p 4'CONC.SLAB REMAINING SO.FTG.FOR POOL: LSD S 3'1°0'0" E I g6.q, ' 795 SO.FT.1201 ALL FOOTINGS TO BE INSTALLED ON 16"%C GONG.FTG. ASSUMING NO OTHER STRUCTURES UNDISTURBED SOIL(MIN.30000 CAP.) W/2X4 KEYWAY ARE CORRECT FROM ORIG..SURVEY ARE ON PROPERTY AND S DIMS. 12)05 REBAR U LARGER WILL NEED VARIANCE oG VISTA PLACE SECTION A-A ^ SCALE: 1/4" = 1'-0" 13 SITE PLAN O SCALE: 1" = 20'-0' _ m ��� . A- � I I MASTER O I � �11 1 I III I• �".,wo...,- BEDROOM b S'0 ROOF VENT 3 1 ova 111011/4 1114 11n Itrz ova ; T _ --- _ �- 7 uv. uv. w.c: 'vu.c. uv. 13' I I ' I F.A.I.SHOWER SHO WER I OR TH OR TH o., 2 2 3 a 14 c.o.1 1110 111 3 1 C.O. 3 3 PARTIAL SECTION T v " — 1 n V � h^ . 7TO APROVED SCALE: 1/4 — 1 -0 t� 5.DE--zt,y_ g •,, I l j i I I ( I IJ I HOUSE 5 a"� O SLOPE" 1l4" PER FOOT PITCH TO DRAIN TRAP SEPTIC SYSTEM -JI l PLUMBING SCHEMATIC .�2y 2, 'bFEti.r1 � —» .M N.T.S. �.,... . . 1 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4,NI RES.CODE:ALTERNATNE FOR OPENING PROTECTION OF NOT USING IMPACT GLAZING) WMmm of R XIOIECRON FA51"!EG 59®IXE FOX WOOX SIXIICNNAL PAX9511TpY'INKMX.PAXOS W11H A MOOMNM 1FOUNIM OF 71W Axo MAYIMM PAras7AH OFXFBTRWLERINXRFOFOXCr%RDIB.TMIIM ONEANXTN05RAY aRnmis.PuasRwl�Xunlno LLLBANSIGI ADDITION COIM 7®CAR"'%S WIMATPAOIM"Tf HAROWAEPRWXIm.PNiBllo$ATOM TOW.IA,1A0P6N MID TAYEIXO.UOFX.Y9.A[�"OAl _ mismlcXox moO.nm M MalesmunoxwnomratFx rW58 ZIMMsrl"Yeo NXIO1A��.�IroaYne�XAreuu•�. GR R. BIRCI4 E VISTA LANF, CUTCWOGUI NY ALL%N85MI6TEQRTO SGf A1ID XTAOYTO=ON ANY 11IEWWX100Y5 AND DOOM001FAG W E WOO XM W7NTOX3IDIG RISlOmVOI unvNIAENusrA�I�ANY Rnmeis FOXIIGfuu7roN. PG 6 March 01, 2001 1/411 = 110" •C) JOIST DETAILS Plata roll - Wild (3-1/2") w`et 1 PNte mall - 16d (}I 1") wet at b" box et 1 24 br�emer ALLOWABLE HOLES - TJI Joists box At Is" oncentm' / ore-eater INTERMEDIATE BEARING Ill panel roll - ad LandNO LOAD BEARING WALL ABOVE lour panel mil - ed (2-I-7") ///1 1/2") common At 6" above (must or over well n,aw,.Iw.. °i r,ml.A Tab a rlrr rol..yl b. common al. 6" oncamar Ji omcemor ebovs (muM stook over well Web stiffeners Ase rmb °lM Tml e.b wi-w b below) required each side Blocking enele Load From a •Ids���- cutramlr n or 1-1/4" 1-114, True Blocking d 63W '� F above O RanOr Blocking True Joist Joist tdrim anal 2x4 minimum shear wile above� with Q panel �///�( rim board- •• ii��iii egweh beow-see cartel BI I-Vfrl" cal rall - IOd (3") �. oe mll - told (3'I) blacks rgalla m v1 box at 6" min box eL 6" I1O,I"'V°'Mw all , I Olseas Remove tongue and groove o'K' BI BIW I/16ntawLI Table A-End Support taa•rermaner turn w•mnllmw from floor panel edge& BouMary mill MI [mum distance ham edge of hole to Inside fice of nearest and support Nnaaawt supported by In &-Rim to - ed (2-1/21) tell proper blocking Web Alffemre, &qu in mum ROUND HOLE 81ZE SQUARE OR RECTANGULAR HOLE SIZE ensue gwllty nalllno, common et 4" tb support all aril required each equadn berm n1 TJI rim 'camsntlonel conafructlw code mlMmum for wPf� P blocks r r r w rn fr n• r r ann ann 11• u• oncenter side a! BIW and so Ib° rr• fd &b rd ram' Y.A. •w. �'1obi OO �A3rely.See T3. JmbFmme/s edges Uw 2x4 minimum squash //\\ BaU hap. m &' 2'I• &, AI �NustMwlfl/4'mMlmum A3 A3.1 3. 3. Guide MrA3.1-A3.3 Melel/egon lag/'See Tres Joist Fmme/APoclwt Grade(a 62 02 B3 3 Ca bloeke +o transfer load Me .a, JWstbesdrwatmds Roos. eddRkmd InstallaRun apecrIcatiuns. Around TJI Joist w r4,• rd rd .' rr rc• •.• ors Ice ar I'o' l• r r • °• Ib rd a orb a. 6'-0" length of Nall two• w b° rd rd f o' I' I'd rd e's o• ro oroemem 4'-0 larl or e" dlemets maximum hole �-0orlock. Sold For dl hemmer pawls; to let with ore ad u w ,� ,d, ro •• I'-0' a" 1.o -0• r•' for II-T/8" - 16" deep mB P equivalent to m� (2-1/Jac) common mil M Neil though 2x_ wood backer x o r� r-0• 04 ay s' s• TJI Joist e" diameter mexliam hole rue a rimas rl Web etlPfenene e" diameter maximum hole 3/4" filler block. Use block) emm b- exh corner T 'd I-0 r-0" '•required each For 11-T/e" - 20" deep blocking pools deep True Joist k I p a board to blocking 'Atteeh mlflrc ere � °p on one side et blocking penela 6" length decking schedule end ra° ra• I' ' side e! EIW blockingrole: 6" diameter maximum for 41/2" old II-T/8' bloekl Is 41/2" d Attach rolnforoemsm JI oiet web with 2 rows IOd Y4� �',p� °a' rc n `^ `� fa fps f E$ bo1.h Ides blocking panels W/2" deep TJI Joists, or Her than 1Fl long. rim board to Joist with one ed Bloeking pawl between Bloe In� (3"J common jells At 6" V. 'o• re I'o rd Ice• •r 'a •e• o° ram• a� ro tar diAm maximum for © Do not cut fl a Joist Nail to top ne or ehorlen than 12° long. am9a each common mil wi n•csnter, clinched. Use ,r as •a• 'd r 4' . rd b 'd looking s pernle 9n 12 deep equivalent with ee, dealons Me Y31 I•d I'd I•a' ad •a s' rd ro• I'd 4• fa II ra' or shorter than 12" long Do riot tut flengas. Tlw Jolet oath eormr elqulvalam te cooking Ind (}1/J") mils with w rd I'd I'd rd fd a'a n� rd Ib• rd &' n• n'd Ind I� not cut fl a, rim board edw la. 3-1/2' TJI Joist e°gm rim Joist 21/ Isrgth e1' Planes width., 4' r r Ir u• tr tr r r r tr n• Ir Ir rim board tteeh 3/4" 12" length of tr ore " d e• 'a rd ro• ro n' Ib• '.^ mini ro mem to reinforcement 3/4n w rd ra• ra -0• s nb' ib° N• s4 nb• Vo' wL' ttach reinforcement Joist web with 3 on one side e! w 'd b' 'd ra° 'a• r.° Al II's• Nis° it Tile Jolla rim J ralnFonenant ore fd I'd I'a• I'a• I'a• •a n' fa" I'd 4'd e'a VW w's' w'.a' to Joist with 6d (2-I/2'9 rows IOd (3") E5,both *Idea on lone skis At Wood JQ board � � d �„cO able B -Intermedlate or Cantilever Support common MIN et b" on- " common Mlle a! m I^ et E6 N E'I,both sides backer d &ems. When � p m an-esmer, elirlehsd. at ES ,°tcA° t�s� efy Mlnl um tllebna from edge ot hoN to lnsldaba ofnulas[Intermsdleb ar eatlMwgau H Fees groin reinforcing both t4� Use 2 rows with S-1/2" Lm°° than Len then peg r ROUND HOLE SIZE SO ARE OR RECTANGULAR HOLE SIZE hbrlrontal sides, etegger Mlle. and II-T/8, O O 51I O O 5" PI oAH ,>nq¢d poi IIEIIN Tel r r r a4 11• tr r r 4• M n• or EI EIW O O E4 TJI Joists. w I'ti• r.• V. Ter° ra• r.' nip s'a Not for use with }I/1" TJI NO r W. 4'0 0 Joist Fisnge widths sun w r r fd 4• w 4' *'�' ! Fills block Attach WEB STIFFENER ATTACHMENT no • •a • r.• with tej IOd (3°)box ere ib• rd rd W4 I'd rd' n T4•nb m-nr 2a ro° rd r.° &' e4• 'd rr• Mlle, clinched. Use ten EKTERIOR OECKAITACHMENT Option sh I 1/B"mininum w 'd rd p'..• °''°' e'-a '''• 16d (3•I/2') box jib from OP w '4° 'd 4'i° ra rd ra wr .• '."W each side with 3-1/2" Structural exterior ApplywbllosredMshntoaR TJI Joist blocking with and 2-3/4" marinum Ile rd Ib• rd' ra• ter.• a'a fa` ro• ro° s' Vd Web etiffsars TJI Joist Flange widths. sheathing M e Installed At 1/3 Joist IIs2= wo • ' 'd b• ro° *'o lea '�• required If aides of Becker block ill/// } Open locations wing Thee Aid (2-1/2") box mils, Ir se I'o• I'o• ro• 3' VW rc• 'o' A 9 Uw fifteen mile with Fleehl III /J M YN I'oJ Yd e'i Illdw f ' Yo• y A. n'd 'd herder do not letselly TJI Joist [retell tight to two ad !Z-In'7 clinched depth& tie top Fkar plate Ple+s: w 10- rd r.• V. s• m• ra• rd r n'a u•4.• 'd wpport m lent 3/e" greater than 16°. flange (tight to FWdt plan with Wme Treated 2x_ box mil. or Thee Ibd (Mist flames box Mlle mo rw— po' 'o' 'W ' d-*• sue• a• • or TJI Joist to bottom FI a with tars d roll e•halm I 2-V2" screws, >at }I/2'YJUobt flange widths tr Me . 'd .A err'e'a• 'd J p em9 )eel IIe2= 3e I I' 'd a a•.a m•-a• ra• •d ra• rr' d w•s• d flan face -m" typ eb etlKener each w Yo' I'd fd r.' To 1'0' mb" ib' rd for• orb u'-a' lib•rb' neon). Altech Bee fee four Jolatt on Q: I,�I eicb. Be. sizes r r r tr or te• m r r r Ir tr fr u• with ten IOd (3'7 table below. Maintain rim board _strapping Iretelled H below. ys a 4Top box Mlle, dixhad 2" distance (minimum) From1/3 Joist Open Tight fit tr w ra^ d Yd o'a alb W-a° I'a° s'o II'a•Flange when poesible. edge of ledger b Feetemr. cellens u&Ind wio hanger /2' eorawe r Joletb M-5/16"r 01WFace mount. xkarblock NloraNalaWlFawmd nwebm teal � wum+rndrrerram oloweemambur.w. I-I/2" /2" x 23/16° min A/I6 /e° x 2-6/16" min aides tSe'debwd t•erun- lraetyapped telling arJ be ionised vatTo ly evaw.almm us,sell Lemur ve"a al rmma n,a lap so bantam a role. of yob with ore'tau boil 4aaleaa NA I NA. 1-3/4'5/8- x 2-5/16" min 2-1/2' l" x "/16' minima Kno dlwb w lotted to was a Flapoalwr.ly a•oncentera twy do not anon rot. single TJI trr+aboli 4Ta/T&0 mlA MapeeMad on lMlayoK onsormorsof lacerla;lL O is O O Allo ar old dnMo.a In soul wllr Al es. pis throe b1 Adng S,dow shewn UmusN be O 2-1/il 3/4" x "Aaln min }I/!" ',2x4 • far clrple e.m'minisl wIr ly laeded,lelw wi llg ur r.q lr we•a ewrem Ton.brat preen!g boll.als HI H2 Joist N3 LA .eanadan...lm.n rrblrw rayI.ter ul.u..vlu �Ips yl� rwlwm.l IOI.Id now ne ism loul.d n ur eem.a ua•pl.t rpn p Id.d w other role,al In w,)oil 1. yptloala.. -Dimice,w tea J on the males.11.Itch.Mum I.cummt Tnb.wl.t pomp gudx For other load wndluon or hale alomine tlom Monism vow rws.bla npea.inly. BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers /� 13EAPJNCI FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE 2n diameter a tM Index not.rmlmmaM � o-","� BEARING AT WALL WINDOW HEADER CONNECTION W1111. Joist Frarnfill Vs d.pul O AO1aued MIe tw.kR•raMnwMarme* Tres Jolt rim board 8trgp per sods If wlockilg va depth meawarabea or rhino For top oldipnlate 1. mil 1 mmlmaJ a d'�a 1M(l ad M e, Kea El Irs Opal Allowd MIe Ta. In ROUND HOLE CHARTes es�p are asal tor.bread aura vet+Ixrlu rlAxmun Raab 811em Floor Joist Renting raun a al Jot with _ For wlnomlly baled bean.11, does not require bi ldging urn Ad( nr)nab In'. wrs wr4° or mid-span blocking roes WARNING). - Reabsewr MIe.n not ellohl r-v4 to WT 2" Ne mall.IncatlWra. .. .'AffineexNY Top flange So - No holes 1.hetl.w or bears 1.pica orlenutlon. Face mount � Farallon Fol or herder oouornawswpel Al O Tiiiben8trard 0 6yRrw euNNsw W Rin bled Joint O Dee tw,ant True .bier L rohsY urdresfidtlntadhom tlkesY eontr O bearer Joiw TJI JOIST ATTACHMENTriBEARING LI LOL Column literature For framing tomfotr O TJI Joist N Besdng Pleb eQual Beingvnll TJI a�w(Load mma.rant nn oared bomeetors ITI ono u2d f3')ben CONNECTION OF MULTIPLE PIECES OF A.waasa.ea camas all into ash rises per b.Atl(2-V!') BEARING AT COLUMN TOP-LOADEDV BEAMS(1) bon.n ear TJI K.pia aide plw Milo 1d14'Width Races: r an+g1.n Minimum of 3 roue KM (3" x 0.128') mils a 12° bee. O L3 ire.Jon leant -v2"n°r' -a/4'min b.rl varlfy ill PBL or Mlnleum or 4 raw IOd (3" x OJ280) mile A ELEVATED COLUMN 'n�� eVponuke mmmn n rowmetliale TlebwStrmd L&L G' o.e. For 14" and deeps blame BEAM ON COLUMNCOLUMN BASE BASE 61 LI AlraarvalWm:c.nreaGioawbdesem column if wing 12d (}I/4"J or larger Mlle, the Al marPmaamw.dralb capacity and barn rumben of nailing rows may be reduced 7- rr',k beerlrg length. by one. BT \- RknNTJl Joist _ 8ee current �4 Tea slaw Wm or True Joist }1Q'Wldth PNeu: L5 I-e/r ltla Tar Men literature. Minimum of 2 roam I/2" oboe Bs as awlea ameelsll a-tor'u.rTr en TJ2 For eL 24" o.c, staggered Jarca M wih IW Job, ff 2-I/la•-a-wl Ist le7 bonnW,wew, If)f ee nwa I..ppl.e mry."u..an e..newn.amaw..I��nram.v+e.waalww. O attune Use BI or B2ri rrs,b}I,lo,e tore .isr an rn}la Okla. dldaminaRMp begin maybomqukmdwNh PI O O Ow Ion p-t/rJ ben lru ter.urn L5 L60 dWwdedmuropl .boorbaame.RNrb wnvnF mediate hoodoos ^"t" a- mejai Sa Ifpnslun. P3 we or Joiw P'rblaskl load bsadny or shear T'�"'mh"'' raAxs st oe seIT wall hom above a m4Pat mr.e.a.M an BEAM ATTACHMENT at BEARING FASTENING of FLOOR PANELS pea roe 3 wdr TN.Jmbt rim bead CIwW OnAwaapwlnepraw [WSW TA TIw JaNMlUoaltl T+maarabad laL NI wl y 71\��-I 14R'rwdr Mloroesn LtM1 Panaeen PoL \ Orr nor A')ism tlartl2lo TaA.lO egew +' 14R' all WI.IGa W G-1fJ"1 hen Ylrs, 2u 6u 4, p ���/ ardMr a Wom a W B-1p'tmnmml 3W- R" 6° 4' 9' 9° a' {�/ -II2"minimml From eM pWa Nlb.Ya.mmnlie/anlragaa+I I F, M [ Minot u aisle b nInIIIISIwIe NrMAlwnrrprwlnbmna.b&euee todOT.+61M1wTlw s' 2° 6" +' INSTALLATION TIPS o +estrt,ten%4N•I ammm 'Wa* 3° 0 4' 4' 4' 4' edanow rJlealve will I.paVe row paelfa3uaa,but don Doc Milo wng or plabreax lad(34121 win N.A. 4' W° 6'n a"" a, 6, my rot tea lmqul�md. w mane.,MnMbrmm.wm,awnun,urpv°ablafsrbbannmr.ka Iyhen Jalw re doubled a rw"latl bea'ng prdlal o MaChmelR patluor,.pace Joob"u.widun a uo wan euswwei Reoamr.ded nalllnA la Ir'oncewer In[lad And 0 orrced.'slo g for plunbing a NVAC. t .h.InlerJ .Haring edge•wing regnrerwlo on ergirered emlrg.Ap.ew Addnionl,pie a phoebe drop be,e dsulu. 0 8amnlwoharwr mu,moss ext w atom WARN I N G Nrymg rae mat tea area n lent l A aid angered - o Oal nso th raj be ere,4.tol fa ad mwA olio If minimm pawaiw w Protect o er ALLawanLe � Joleb en unatabb ufmlbnseadlWraBy a I IMo W rA Join,a den bored a CllirwG m el With o '�� Bool�MUl.ansa: moor Ina apNel.T.. liax _ somiete la �g .ero.imV norru JAI wId�M we Irian �At°JonCenter 'aHmgera OO NOTagswworkwafiwalkw .sum uM -am telex DO NOTafaekbuydMpmAbrlstr /(p'F'•FI�4V'� ,d/clrfcn��`� /�� Jatrtr onumhesthadldab.SNWronly Ca, FILLER and BACKER BLOCK SIZES shows Jol nlwel " " "�"W XJUIRYNA UI.T: owrbwms bourses, yPrSy p ra FlON.www. tail' zinc aenr zto• PluaalgjlOa� Beene pies to e / strrwr Al Irk eOe•a +rr u•w um +r wr be fbN,witlimae AWe haeuesr Buelnaee WARNING NOTES: y ',^. Fl ram r.a we or lack ofmoce fmpropwbmdngdudngtmmbueeon urn nsuNMaadoiaseeMsms.UndwnormaleondMmsHIM I 7 -1 : 'I lu °am turn• tor• ttsr Ir ++an• Ir er +r Tor• egarr blxia.d blwJwrg penis nary.I.ctad team Following guidelines am obwrved,en-(dents will be wrolded -.' %,, ,fit, W2.1 wwal mods(doul el and W.Perdue.1 lie -,. Shrwar a/a" ye' 62• yj•n Tun Tura Tu, tab a A TA pl.t Win web aIffsAl I.rot e L All bbdwlg Mel re boedr And ne Joao a Ire one wpPcrb a IIm TA paw root b oMfllwb I.w had And innorl onso, � - :•' -' ` t' C9 , tajw xS ore. 2rr arlaallllrg err Ge inn ssolowwe for.qurh bloak.or biaoll peat. >Wtl.m yu°ther a aaaa.d a1 w.almmg d.dL a.t a rualWre a w.,b.or w tea}Mier�I.m b. x•'�' .. t 11 Aihoadmina-diGallwr FlIr bdr 2xlo as.we bolo.pro ter a Uf alb.1 Net mmiplixvd Ms.t•'Paee a per,ran deck 411aral,d rrr.tl n ua rue a rn a piw a ter ad a u.isµ ", to l EII 4'-0" AW a llg aha IN aVWtlllg aheahing IIab1 Mt 4p11caab 3 al braly IInM a IM rnimnw me b-aw m a area a o well a dwNw w r In roc 2 M b.rM1 pI.L Wlywr NI, k� t� long I 4'-0•I.1lail 'I 4'-0 Iarg6'-00 long q" eryr elan a'P m,..Igd,amy.Ie.q rmllnrer 1.hlbyv pabaal.udeyadeaamv{I.iaf,-ur. ..a,.lyeawnlltl aVmrhlli} \UFEJ$l, (oral FI e/e'w e/4•or 1,Na 2rr 2re 2ntl A eh.whlg snot b IeaI1J atadri r as TJI pin br�mldnlnW .My a lnl a/4' VB° 4 TIr 11.eJ..Imo!nxln.4alBM1l nIy T albrreo.a V/•Tan W.nl9-aIL r4 ay re on bail ya Mbatm ll 'NaaMb,MaamYarltlavArmM a•MmvnllMW.Ilran 'PO.Inr MtYYWFar Gaa•Wa:aM1tlb amamd.aawe,,ate,"rem"-,aant•oar°°na^a--^°d.awa•'ra."'b/a•°M,, This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. LUBANSKI ADDITION CRNR. BIRCH 4 VISTA LANK CUTCHOGUE, NY PG March 01, 2001 All/411 a 1'O° JD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT t GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER WALL STUD E) ENDWALL CRIPPLE STUD BOTTOM PLATE 4 RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO I SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH/SPATUBS TO HAVE A DOUBLE FLOOR]OLSiS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER S� USP NUMBER DESOtIPT[ON APPLICATION SUPPORT FACT WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BIT.PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA32 1-1(4"x12'20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1.1/+Ww 20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 LBga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER 7OST DIRECTION DIRECTLY UN (2) PARAL.UNDER WALL. 2ND. ADSS ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH 2X30 LSZIO lugs.SLOPE HANGER APPLY TO EACH RAFTER(LEDGER FOR HOIST NOT LOUNDER PARALLEL WALLS,PROVIDE THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS KI J OR Ki T TWWN ANCHOR APPLY iO FACJH CRIPPLE STUD BLOCKING @124"OC WALLSTUD--% ^ THROUGH-ROOFEXHAUST \ VENTS SELECTID AND / \ LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL CHIMNEY AS REQUIRED RIM BOARD !?AFTER RAFTERS MAINTAIN WALL SHEATHING VENTILATION WOOD JOIST SILL PLATE(S) - SIDEWALL FLASHING BLOCKING BLOCKING TOP PLATE 2x4 LEDGER FOUNDATION FINISH WALL AND MOISTURE 2x4 SOFFIT JOIST - BARRIER TO LAP FLASHING ATTIC SHALL E PROVIDED WITH A FASCIA STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AT WALL--MAINTAIN GAP - - AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FEE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER WOOD GIRDER THE SPACE VENTILATED. ALL OPENINGS - INSTALL 4'0"O.C. / SHALL E COVERED WITH CORROSION- N.SCREENED VEIN 4'_g^ LSEA24 1-1/4`SQ4"20ga.STRAP AND JAC(STUDS RESISTANT METAL MESH WITH MESH CONTIN.SOFFIT/EXT. PLYWOOD - ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 14 INCH IN DIMENSION. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTIDN APPLICATION "QJOFFITED EAVE INSTALL 4'0"O.C. AND SO AS TO MAINTAIN AR CONNECT TO B"-14' lSEA30 1-1/4-S30' I8ga,STRAP AND JACK STUDS GAP 1'O PREVENT CAPILLARY 4'-6"RAFTER RT10 SO-3/4"x IBga.TYDOWN ANCHOR�� .I.ER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ON ALL OPENINGS ACTION ROOF VENTILATION / OVER FARING WALLS AND HEADERS INSTALL a'0^o.c, i 8"-I2"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EEA01 CONNRA R SOFFITED EAVE DETAIL 14"-16" LSTA36 1-1/4"UG6"l8ga.STRAP AND IAIX STUDS KEEP ROOFING NAILS OUT ON ALL OPENINGS OF FLASHING 2ND.FLOOR WALL / ROOFING LAPS BASE FLASHING 4INCHES RAFTER RIDGE CAP OF SAME BASE RASFING WRAPS CORNERS, MATERIAL AS ROOFING \/ SIDES 4I INCHES SHINGLES AT NAILED H SHEATHING SIDES 4INCIES AND LAPS THROUGH VENT SHINGLES AT BASE MIN.41NCIE5 WOOD JOIST TOP PLATE GIRDERI HEADER -- SIDE WALL FLASHING WOOD JOIST 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48.00 METAL FLASHING ALL EAVES, SID WALL STUD AND ALL WINDOW/DOOR OPENING JACK STUDS AND RAKES - PROO VIDE HEMMED EDGM GE6 50 RARERS FLOOR IOTST DEPTH USP NUMBER DESCUP'TION APPUC LION AS TO FORM DRAINAGE CHANNELS AND INSTALL NO'O.C. PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE+MUF-ACTURED 4"-B" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS KEEP SHEATHING MIN. FREE ALL JOISTS CONNECTED TO A FLUSH HEADER CT R.SUP ON ALL OPENINGS RAFTER/PLATE RT1S TYDOWN ANCHOR CONNECT FACT RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL HIGHER CONNECTOR. THAN RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE,SEf FIR JOISTS APROX. 1/2"HIGHER THAN LVL HEADERS INSTALL 4'0"O.C. CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE.0 REDUCE BUMP OUTS S"-16" MSTA40 1-1/4"x48"l6ga.STRAP AND JACK STUDS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF PLATES TO FALL STUD ON ALL OPENINGS DBL.SILL PLATE v SUBFLOOR TERMITE SHIELD - - WOOD JOISTS SILL GASKET NEOPRENE _ f 2x6 /2x& CONTINUOUS WOOD PLATE ^ TO STEEL B GASKET CONIC.SLAB - TYP.CANC.FOUNDATION C 8 MIL.POLY BOLTED BEAM Wlhl 1/2 ' CIA. BOLTS 48" o.a STAG. DAMPPROOF EXTERIOR v GRANULAR FILL H.° E MIL POLY ON EXTERIOR STEEL COLUMN " i � V � 4 I ! 4 - "• ° I C ROOF JACK 11 1 I�^ a OiffL BEAM CONC.SLAB ° H, v TOP AND BOTTOM PLATE °^ e C A COMPACT FILL '• > ROOFING LAPS 1' ° ^ FLASHING AT WITH I/2" x 6" ANCHOR BOLT ,° / . UT KEYWAY FOOTING o v n C'° s- ° CONC.FTG. '° .4O'° vC "- ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 31 GROUT a , , a (USP LBPS58 OR BP583) Biffl COWMN ° REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8'DIA.ANCHOR BOLT _ ! 10 KIPS ) p SUPPORTING MAXIMUM SPACING FLASHING LAPS DRAIN TILE P ROOFING AT BOTTOM SILL PLATE TO FOUNDATION 1 STORY 72"OC (CRAWL SPACE OR FOUNDATION1 TYPICAL BEAM DETAIL SILL PLATE TO FOUNDATION 2 STORIES 36'OC STEEL / BOTTOM BEARING TYPICAL.CONC.FOUNDATION.APPLY PILASTERS MIN.3'STEEL COLUMN ANCHORED TO 24"x24"x12"CONIC.FIG. CRAWL SPACE OR FOUNDATION WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PIATETO FOUNDATION 1-2STORIES 57"OC ROOF JACKS t VENTS DETAIL SLAB-ON-GRADE SUBFLOOR CONC.SLAB GARE I DOOR FRAME AG o- 6X610110 W WM DOOR I USE� STEEL BEAM COMPACT FILL FOR BLOCKOUT 4' SLAB 'I'W/ 6JC6 UIMM SLOPE SLOPE BUAY� NOTCH JOIST AND ADJUST HEIGHT P.T.PLATE I ^' L (WAIN A NAILING PLATE IF NEEDED) 1/2"AIR SPA ` a` x , r TO BE APROX 1/2"OR HIGHER THAN 9 AT END AND °_ STEEL BEAM TO ALLOW FOR SHRINKAGE FO s ;q DES OF WOOD _ - ° e D pe e D . '_ " (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) ,�4' 'OL'EF,.h.. GRADE 4 4 D BEAMS I uI 4 •° s(,n 0„ 6X8 W.W.M. 4 4 ': 4 r. ° ° •°° ° — —SUBFLOOR Sun. �� NOTCH BEAM FOR MUDSILL IF REQUIRED-MAXIMUM • ° ° ' u 12" o D o D '^ ° /`- .4 n'' ° NOTCH EQUALS 1/4 DEPTH OF BEAM ' D C• ° P - ° Icc —]OLSf MIN. �6a 4 ° REINFORCING BAR • Dn REINFORCING BAR �•. _ ^ 4 /H•^ o a ° - SHEET META./30#FELT UNDER BEAM AT POINT STEEL REAM DRAIN TILE I+ 12• _I OF CONTACT WITH CONCRETE OR LONG BLOCK " SKIMS TO LEVEL BEAM + PLATE(BOLTED TO BEAM) \y ,S TYPICAL CONIC. MONOLLTHIC FOUNDATION.REINFORCE WITH(2)04 REINFORCING BARS REINFORCE HICKEN SLABS BENEATHH(21M REINFOWALLSRCING BARS-S. 3 MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCIKOUT LL SEAM POCKET LUBANSKI ADDITION CRNR. BIRCH 4 VISTA LANE, CUTCHOGUE, NY PG. Q March 01, 200l WALE 1/4" . 110" 'ro WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-114"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tle is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: In each and of the collar tie need not exceed the tabulated number of 8d nails In the strap. RAFTERTO B'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SO. FT.OF CONSTRUCTION intent The d framing within s this satm construction documents is related to basicsubs design 2). RAFTER-TO ASSEMBLY: CEILING JOIST B'WALL:3.8d COMMON EACH intent and framing details.They are intended as a construction aid ,not a substitute Lateral framing and 3.3.When connections for rafter,ceiling or emits studs cis belle shall be in TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall In line with stutls below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes.The General Contractor Is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3,4 EACH FACE DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall In line with studs below,the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors In BLOCKING 2-Bid COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 3).Dimensions shall take precedent over scaled drawings. RIM BOARD 2-18d COMMON EACH END (LIVE LOADS PSF) ROOMS(OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL ROOMS(SLEEPING) 30 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift 4).The designer has not been engaged for constuctlon supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for constmc6on coordinating with these plans,nor responsibility for foundation and slab-on-grade, 15 inches In masonry block foundations,or lapped under NAIL NAIL GAURDRAILS ANY DIRECTION 200 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES QTY. SPACING precautions and programs in connection with the work.There are no warranties for a bottom plate,31nch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY TOP PLATE TO PER FACE NAIL specific use expressed or implied in the use of these plans, are anchor is to spaced and seed in accordance to table thee.In addition to spacing, 2-16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor trolls a to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 5). Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT 4-16d COMMON JOINTS FACE OF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS EA SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. TypeSTUD O.C. NAIL attached with Sid common nails at 6'o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION �" 7).The General Contractor Is to consult with the owner for all built-In Items ill inch gypsum wallboard on the Interior attached with III cooler nails at 7"o.c.at panel HEADER TO 16"D.C. FACE SEE FLOOR PLANS such as bookcases,shelving,pantry,closets,trims,etc. edges and 10'o.c.In the field shall be in accordance with the length requirements specified HEADER 18d COMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS In table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN WA-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 3.6 RELEASE 1a 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times Me appropriate PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjuatrnent factors in table 3.16, FLOOR JOIST,BAND JOIST, 2-16d COMMON FOOT SEE NOTE: 1.2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine Intended heights of finished floor(s)above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewell lengths provided In table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY ; DEPTH TEMP. REQUIRED 2).All footings to rat on undisturbed(virgin)soil. Interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES MODERATE SLIGHT TO QTY. SPACING 45 LBS. 120 G SEVERE 3 FT. III NONE 2A.4.2 and 2.2.4 respectively. - 3).Provide 1/2"expansion joint materiel between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occud 4-8tl COMMON ng in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4).Any new concrete walls being attached to existing concrete structure shall Window Header and/or girder connections shall be attached with uplift connections In accordance BRIDGING EACH TOE with table 3.5. sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#4 re-bar, 18"long at 12"o,c..Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5).Unless otherwise noted,all slabs on grade to be 2500 P.O.,Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON Q 6'O.C. 8d COMMON @ 6'O.C. SEE NOTES: 1,3 9).CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL poured i n 4 inch thick sand is .ravel fill with Bx6 acre mesh reinforcing.relative Interior stabs SEE NOTES: 1 (BOTH FIELDS) to be minimum 3-1/2 inch thick All fill to he compacted to 95%relative density with Where a ridge is of be used as a structural beam,the rafters shall either he notched and BLOCKING LA 3-16d COMMON EACH TOE INTERIOR ZONE Bd COMMON @ 6'O.C. 8d COMMON(aj 12"O.C. NOTE:2 FOR PANEL FIELD anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 6"maximum lifts(layers). GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON®4"O.C, Bid COMMON @ 4'O.C. SEE NOTES: 1,3 8).Crawl spaces n he provided with r minimum .of area. "access opening. Install one atattacheedthe with the aboveart of the requirements.building. Connections to the ridge and mail shall be be LEDOOEg STRIP 3. 16d COMMON JOIST NACE AIL 8x18 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE NOTES DECK AND COVERED PORCH NOTES: TO BEAM 3-BdCOMMON JOIST NAIL 7).Dampproof exterior of foundation with bituminous coating as per section R408 of THESE NOTES ARE ONLY TO BE REFERRED 70 IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code.A 6-mll polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to baddllling. All fasteners,hangers and anchors to be 9alvinized or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8).Drainage as per section R405 of N.Y.S. Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts, SILL OR TOP PLATE 2-16d COMMON FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to ratter/truss framing members with G>0.49. FRAMING NOTES Into concrete with a minimum 112"die x 7"long anchor bolt with washers and nuts. ROOF SHEATHING. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of 1995 SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION QTYL SPACING 3).Tabulated 4 Inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For Edition Wood Framing Construction Manual. Use a minimum 112"die x 7' long anchor bolt with washers and nuts. Footings Shall be 3 ft. framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. below grade.Porches with covered roofs shell have 121dia.concrete piers for the girders. STRUCTURAL PANEL Bd AS PER WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have bfacktingatSOo.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE 3). Floors,walls,ceilings and rafters to be spaced at 16 Inches o.c. unless noted SHEATHING LOCATION NOTES 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to builiding with 1/2"die.bo with washers and nuts JOINT DESCRIPTION QTY SPACING SEE NOTES: 1,3(BOTH FIELDS) lts where needed. GYPSUM 7" SEE EDGE 4'EDGE ZONE Bdl COMMON @ 6"O,C. Bd COMMON(o) 12'O.C. NOTE:2 FOR PANEL FIELD 4).Unless otherwise noted.all bearing wall headers to be(2)2x10#2+BTR. Doug. Fir. WALLBOARD COOLERS 10'O.0,FIELD INTERIOR ZONE 8d1 COMMON @ 6'O.C. 8d COMMON($12'O.C. SEE NOTE:3 Bearing wall headere to have(2)Jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6'above grade. openings. LVL headers to have(3)Jack studs and(2)Tull length studs on each side of WALL SHEATHING: NOTES openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported iwhh hangers and anchors. Each Joist shall also be anchored openings between 4'1 and TO and 2x6 wall openings between 5'11 and 81 Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and bcodking where applicable, I QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing withiin 4 feet of the comers,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be Installed with heavy duty gacvinized hangers and PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/i6"OSB 3'O.C. EDGE 6d COMMON 2 Tabulated 12 Inch o.c.nail spacing assumes sheathing attached to stud framing members with 6).Double up floor joists under walls that run parallel to the floorjoist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6'O.C. FIELD ) 9 . D.C.EDGE G>0.49. For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. Floors to have ceramic the Installed shall be verified for proper load capacity unless noted Construction 7 O ction Code. WALLBOARD 5d COOLERS 7' .0.FIELD on plans. 2).Verify septic system with Ithe Engineer for Suffolk County Health Department approval. 3). For exterior panel skiing,gaivin'reed box nails shall be permitted to be substituted for common nails. 7).Provide blocking/bridging In floor joists at 8'0 o.c.. Use solid blocking in floorjoists FLOOR SHEATHING: NOTE: under all hearing walls. 3).if wall studs, plates orloiste are at out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing aad plates to protect and secure the structure.Verify with the QTY. SPACING 8).Provide insulation baffles at save vents between rafters.Install draft blocking as state code and manufacturePs recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 8d COMMON 8'O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needed' HVAC SYSTEM NOTES 1"OR LESS 12'O.C.FIELD 1). PROVIDE 5/8"TYPI SHEETROCK FIRE STOPPING AT 190 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9).Unless otherwise noted,all roofs and walla to have a minimum 1/2'thick,4-ply Fir 1 .Mechanical subcantractolr Is responsible nsible for adhearl to all applicable codes and safety NOTES: 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH AGO. COX exterior sheathing grade plywood.Plywood lo cover over plates and headers. 1) MechnicPo 3). INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF 10).Unless otherwise noted use 3/4'thick T&G FITS Fir or Advantach plywood subfloor y HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Section Rng shall l FIREBLOCd to c REQUIRED adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ) y and t oform shall ct ve fire b to cut off all concealed draft openings(both vertical and horizontal) equipment supplier. and to form an effective fire bander between stories, and between a top story and the roof space. over subfloor as per manufacture's instructions. nailed Nailing requirements are based e. well sheathing 3) HVAC subcontractor to provide final system layout drawing and submit It lo the General nailed 6"on-center at the panel edge. If well sheathing Fireblocking shall he provided in wood-frame construction in the following locations. 11).All bathroom walls to have 112"thick moisture-resistant sheatrock. Garage walls and Cmdractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capadfles, nailing requirements for structural 1). In concealed spaces of stud walls and partitions, including furred spaces,at the ceiling and Floor to have regular 1/2'sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels. Concealed horizontal furred spaces shall also be firebcocked at intervals not exceeding 10 such as shear plates,shall be used to maintain load path. feet. Batts or blankets of mineral or glass fiber shall be allowed as firebcocking In walls constructed 12).All roof with a p'Itch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to he Installed as per N.Y.S. Residential Construction Cade. using parallel rows of studs or staggered studs. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,fhe tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, to be reduced tot -16d nail per foot. drop ceilings and cove ceilings. 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3). Install Smoke detectors and Carton Monoxide detectors throughout as per section R317 , be installed with a foam sill gasket and cop•r-tax terrnhe shield or approved equal. of N.Y.S.Residential Construction Code. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces 1Y ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY,THE CONTRACTOR MUST CHECK ALL DETAILS under stairs shall comply with Section R314.8, N.Y.S. Residential Code. \ P ti�rGc�p t AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME FOR ALL GOVERNING CODES AND BUILDING PRACTICES.THESE DRAWINGS CONFORM TO GENERALLY 4).At openings around vents,pipes and ducts at telling and floor level,to resist the free passage of ACCEPTED BUILDING PRACTICES; HOWEVER STATE AND LOCAL CODES VARY WIDELY.THE DESIGNED SHALL NOT BE HELD LIABLE FOR ANY ERRORS.ALL flame and products of combustion. � CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES.DO NOT SCALE DRAWINGS,USE ONLY THE PRINTED 5). For the Flreblocking of chimneys and fireplaces, refer to Section R1001.16. N.Y.S. Residential Code. u: ,�. � -,, LUBANIM ADDITION CRNR- BIRCH 4 VISTA LANE, CUTCHOCsUE, NY PG 9 March 01, 2001 WALE 1/4" c I'O" JD