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Home My WebLink About12236-Z FORM NO. 1 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N.Y. 11971 TEL.: 765-1802 E×amined 197.? . . . .'/ .... Disapproved a/c ..................................... Application No./~..a~ ,ff.~...7.... (Building Inspector) APPLICATION FOR BUILDING PERMIT Date ... Q.a.n.....2.6 ........ 19~3. INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 3 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 giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- cation. 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 issued a Building Permit to the applicant. Such 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. 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, a~[ regulations, and to admit authorized inspectors on premises and in building for neCessary. .. - . (Signature of applicant, or name, if a corporation) .P...Q, .B.o.x.. 1..4.1.2...S 9.u.~.h. 9.i.d.,..N., .Y.... 1..1.9.7.1. ...... (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. Name of owner of premises Day.i.d..S..a.]..a.n.d. ..................................................... (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. (Name and title of corporate officer) Builder's License No...N. 9.~..s.e..1.e.c.~.e..d. 7.e.t. .... Plumber's License No... '.' ........ " ....... ". ..... Electrician's License No. '.'. ....... ". ....... '~ .... Other Trade's License No...". ..... " ....... ". ..... Location of land on which proposed work will be done .... Ma in. Road.. (.N, Y, S. ~ . RI: .... 2 5 ~ ................ .. ?. ~ .ff.~. .................... .~.~. ~a..R.q~0 ............. .Iq.~t;~L~.uck/1.~ur ~i[ ..................... House Number Street Hamlet County Tax Map No. 1000 Section . . .12.2 ............ Block . . .0~ ............. Lot....0.3.~ ............ Subdivision ..................................... Filed Map No ................ Lot ............... (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy .... E..a.t:.$.n.g..~..D.r..~.n.k.l,.n.g..E.s.t.a..b.l.~.~.h..m.e.n.~. ............................ , b. Intended use and occupancy .............. S.~me....~...o~..~..~..,"22..~--~.~ ...... 3. Nature of work (check which applicable): New Building .......... Addition ...... .X... Alteration ...X ....... Repair .............. Removal .............. Demolition .............. Other Work ............... ,~/ . (Description) 4. Estimated Cost ....... $2.5,00.0., 0 0 ................... Fee....~(/. ~-. ~2.,. ~. ,~.~ ................... (to be paid on filing this application) 5. If dwelling, number of dwelling units ............... Number of dwelling units on each floor ................ If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use Bu$.ines$..l 0 0.g ...... 7. Dimensions of existing structures, if any: Front...4 2 f.t, ........ Rear .... .4.Zf g ..... Depth . .4.7.f.t. ......... Height .... 2 0 f 1: ........ Number of Stories ....1.~ ............ Dimensions of same structure with alterations oradditions: Front . i 1510.'f.' ~ ......... l~r' ''~ (~ ~:'-' .......... Depth ..... 47f.t .............. Height ...... 2.4 ~.t ............. Number of Stories .... i li~iiiiiiill ..... 8. Dimensions of entire new construction: Front ............... Rear ............... Depth ............... Height ............... Number of Stories ............. 9. Size of lot: Front .... .1.1.5 f t ............ Rear . . i i i i ~if.'t.' ~ i i i i i ~)~i~ ' ' ~ ~'0'it~ ~ .............. 10. Date of Purchase ............................. Name of Former Owner . ll. Zone or use district in which premises are situated ....... Bu$.£ne$~ ........ ~i~iiiiiill 12. Does proposed construction violate any zoning law, ordinance or regulation: ...... N.o. ....................... 13. Will lot be regraded ...... 5JO .................... Will excess fill be removed from premises: X Yes No 14. Name of Owner of premises .Da.v. id. Saland, .... Address Main..Rd. J~mesp.t.,Phone No. 72.Z~49~.0. ..... Name of Architect .G.a~c.r.e.t..t..A. :..S.t.r.a.n. g ......Address .B.q .x..1.4.1. .2..S.o.u..t.h.O.}l~one No..7.6.5.=.5.4.5.5. ..... Name of Contractor . Lq o.t. $ e 3_.ac t ed..Y e l: ...... Address ................... Phone No ................ PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and, indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot. See Plans Attached STATE OF NEW YORK, COUNTY OF .... Su f f.o. lg ..... S.S .............. Garr e.t.t .A,. Stran. g .............. being duly sworn, deposes and says that he is the applicant (Name of individual signing contract) above named. He is the A~¢.n.t. for Owner - Architect (Contractor, agent, corporate officer, etc.) of said owner or ownSrs, 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 iff the application filed therewith. Sworn to before me this ..... '--~.-~. ~ day of .~... ~-~- 19~.~ '" .... ..... N~cr~. P, ublic ........... ..~,....~__.~.~t~-~.',(. County / ~[.~_ ~"~fi'C.'stat~ o~ ~ *.or~ (Signature of applicant) ~: 52-8179850, Su[[olk Cou~ . '~'r~ ~:xoir~a March 30, 19.,~ '(:3. 1000-122- SURVEY FOR DA VID S.ZIL,4 NO AT MATT/TUCK TOWN OF SOUTHOLD SUFFOLK COUNTY~ N.Y. SCALE ~ 1"=40'. MA Y 6, 1981 MAY 15o !~t ~ DAVID ~MONACO REFERENCE' ~UARANTEED TO, FIRST AMERICAN TITLE INSURANCE COMPANY 0~' NEW ' YORK DAVID SALAND a DAVID MONACO LAND SURVEYOR RIVERNEAD O /3' J GARRETT A. STRANG architect Main Road P.O. Box 1412 Southold N.Y. 11971 516- 765 - 5455 APPROVED AS NOTED DATE: ,~_.~B.p. I~ /~ TIFy BUILDING D~ ~-l~0~ ~ AM ~-o 4 p~ EOR ~,~ ~o~ow~ ~s~cm~o~s. '~' ~TION . ~0 REQUIRED ru~ FUURED CONCRETE 2. ROUGH - FRAMING & PEUMBIN~ ~' INSU~TION 4. FINAL _ CONSTRUCTION MUST BE COMPLETE FOR C O. ALL CONSTRUCTION SHALl. MEE~ THE REQUIREMENTS OF TH~ N Y, STATE CONSTRUCTION & ENeRGy [Wteratlon of this Document except by an Architect or Licensed Profes. sional Engineer, is illegal". Section 7209, Subdivision 2, N.Y. State Education Law. Architect and Engineer's Seel and Signature 0nry good for initiel use of drawing. Changes, alterations or re- visions to et re-use of drawings with- out Architect er Engineer's Approval voids Seel and Signature on same. ~'Alteration of this Document except by an Architect or Licensed Profes- sional Engineer, is illegal". / Section 7209, Subdivision 2~ N. Y~, State Education Law~ Architect and l!nginoer's Seal and $i£aa[ore only 8ood for ieitie[ use of drawins. Changes, altera.qnne or re- visions to or re-use of drawings with- our Architect or Engineer's Approval voids Seal and Sigoatore on same, GARRETT A. STRANG architect Main Road P.O. Box 1412 Southold N.Y. 11971 516- 765 - 5455 TITLE U N 13>AT I ":Al{erat~on of this Document except by an Architect or Licensed Profes- sional Engineer, is illegal", Section 7209, Subdivision 2~ f' N.Z. ~a~ Education Lawt Architect and Engineer's Seal and Signature onry ~oo~ for initbl use of drawing. Changes, alterations or re- visions to or re-uae of drawings with- out Architec[ or Engineer's Approval voids Seal and Signature on same. GARRETT A1 STRANG architect Main Road P,O. Box 1412 Southold N.Y. 11971 516- 765 - 5455 I , ~ .. ~ ~, ~ -~- ~" ~"[" ~ ~ by an Architect or Ucensed Profes- i ~ ~. c, ~. o~ ~ Signature OllJy good for initial use of ~,_~,, ~ t o" visions to or re-use of drmdnos ',,.,~th- .... out Architect or Engineor's ~:?ro, a voids Seal an~ Signature on ~()) ~1 ~~ ~A~ architect ,o~,,,o. ~,.~u~o~, ..,~c~*~xo ~=~ 516 - 765 - 5455 ~,*w,,. ~ -" ~1 ~/~~ ~ ~ '~0 -~ ~.~ ~.~l/.~/ ' --/ Il ~; ;?system;pl of types PKinor g shall be L only / ' ' _ z ~'-z" ,o'-~" ._ ~ ~'¢' ~" ~'~" ,,¢' ~ ./I ,~L~'' ) ~" / ""' '""'""' r - J'Alteration of this Document except by an Architect or Licensed Profes- sional Engieeer, is illegal", Section 7209, Subdivision N,Y. State Education Law, Arci]itect and Engineer's Seal End Signature only good for inltia~ Lisa of drawing. Changes, aibratinns or re- visions to or re-use el drewi~gs witlr- out Architect or Eogin~sr's Approval voids Seal and Signature on same. GARRETT A. STRANG architect Main Road P.O. Box 1412 Southold N,Y. 11971 516- 765 - 5455 D TE CF~MAL "'Alteration of this Document except by an Architect or Licensed Profes. sional Engineer, is illegal". SecHon 7209, Subdivision 2, N.Y, State Education Law, Architect and Engineer's Seal end Signature enly good for initbl uso of drawing. Olran]as, alterations or're- visioos to er re*use ef dr.~winF:s with- out Architect or En~ioeer's Approval voids Seal and Signature on same. GARRETT A. STRANG architect Main Road RO, Box 1412 Southold N,Y. 1.1971 515- 765 - 5455 ~.~ __ ----~. --~ ~, __~f~__ .~".~, -- __~'~--'_ ~;~'- ' ~ ~ ~-- ..rf ~-r ----- __1 I GARRETT A. STRANG ~ ~ ~ ~ ~ ~ ~ ~ ~ architect ~A/~ ~ ~ - ~/~ ~ ~~ 0 ~ MainRoad P.O. Box 1412 Southold N.Y. 11971 516- 765 - 5455 I Z GARRETT A. STRANG Brchitect Main Road P.O. Box 1412 Southold N.Y. 11971 516- 765 ' 5455 O TRUS JOIST TRUSS INSTALLATION INFORMATION ERECTION BRACING Erection bracing for Trus Joist Corporation open web trusses Is required to prevent lateral buckling of the chord members until adequate stability is available by connection to the sheathing and permanent bracing of the completed structure as designed. This erector bracing includes 1 ) strut bracing rows, 2) cross bracing at bottom chord beanng condibons, 3) bottom chord restraint and 4) sway bracing and other braced end wall or diaphragm restraint adequate to support the strut bracing rows. The criteria used for this erection bracing assumes a truss has the weight of Itself plus the weight of the sheathing to be applied to the truss and two 175 lb. men concentrated at 1/3 points of the span, or an unloaded truss with a 30 m.p.h, wind. Bracing for construction loads beyond these or equivalent Feeds Is the responsibility of the erector. Bracing must be instaged as each truss is put in posihon. TYPICAL APPLICATION Clear spent over 70 feet and other extraordinary app~ica[ions require special erection bracmg - see ether sheets BOTTOM CHORD RESTRAINT Bottom chord restraint ~s requited to stabilize the bottom chord NOTE. 1 x 4 mm. nailer or a strut brace attached to top of bottom chord w~th 1 -Sd nad in each chord member The nailer & bridging requirements for the TJL Sarma satisfies the bottom chord restraint needs. WEIGHTS FOR OPEN WEB TRUSSES TJL 3.3/4 to 4 1/4 TJ/50 4 to 5 TJ/60 4-3/4 to 5.3t4 TJM 8 to 9 TJH 10 to 12 These are the approximate weights of joists. I JOBSITE STORAGE I While being stored et the Jobsite the bundles should be supported on level stickers to keep the joists out of the mud and dirt. It is okay to stack the bundles as long as an adequate number of stickers are provided to prevent damage, and normal safety precautions are followed. During storage at the jobsite, joists should be given the same protection from weather as is normal with other wood pro- ducts. NAILING OF SHEATHING TO CHORD MEMBERS MAXIMUM SPACING MINIMUM SPACING NAIL SIZE DIA, Nailing pattern to be per plans and specifi- cations. In no case shall nail spacing be more than as shown in each chord member Nails shell not be less than 8d or greater than 16d, at least 1/2". CROSS BRACING Cross bracing is required for open web joists which have bottom chord bearing at one or both ends. 500 rb per Trus Joist Corpo ~ SWAY BRACING Sway bracing or a braced end wall or diaphragm is required to provide a support for the strut bracing rows distributing their loads to the basic lateral strength of the structure. Because of the many field conditions the selectlon of adequate means of support for the strut bracing rows Is to be determined by t he erector. If Trus Jolt Corporation has been requested to design and provide a sway brace system, its details are included in these drawfngs. I DIMENSIONAL CONTROL I This symbol ~ ' ' ~ represents a critical dimension for your approval. It is a clear span dimension which the joists will be designed to fit. The dimensional accuracy of the supporting structure and the proper placement and location of the joists and accessory items is The bearing plate must be on the ledger, well plate or beam as detailed. Maximum overhang of the bearing clip ia 1/4 inch for the TJL, TJH, TJ/50 and TJ/60 Series joists and 1/2 inch for the TJM Series joists. I JOBSITE HANDLING OF OPEN WEB TRUSSES I It is the building contractor's responsibility to unload the joists from the truck and for all handling thereafter; the Trus Joist Corporation Guarantee only applies so long as the product is not damaged or altered in any way and is installed in a workmanlike manner and according to directions from the piecing plans and bearing details. Joists will be delivered to the jobsite in bu nd les of tweet y or less Jolts a nd come banded together for handling and shipment. To avoid damage they should be left in these bundles until they are ready to he installed in the structure. Miscellaneous hardware such as bearing angles (some M and H condlEons) lag screws, bolts, nails as required by each specific Job are shipped with the joists and come in bags or boxes. Bridging material and pre-cut blocking items, ~f furnished by the manufacturer, will come bundled and banded. A careless crane or forklift operator can damage the wood chords or steel webs. Never handle joists flat-- keep in upright position. I iF YOU HAVE PROBLEMS'I MANUFACTURED BY: CALL YOUR TRUS JOIST CORPORATION REPRESENTATIVE · DAMAGED JOISTS · IMPROPER FiT · FIELD MODIFICATIONS · QUESTIONS ABOUT THESE DRAWINGS OR OUR ENGINEERING DEPARTMENT T~'[ S J,.3tSF CORP. [ ,'i: v~re Plant P 3 ~hx 3g7 '" -~''~ 4~015 WARNING IMPORTANT. READ GENERAL NOTES AND STUDY DRAWINGS Fedure to follow these instructions and drawings may be dangerous to personal safety or property. Do not permit cutting, drilling or damage of the chords or webs. Do not remove steel pas or webs (even temporarily), Do not make field repairs to damaged trusses without written approval of manufacturer. Do not overload single or groups of trusses with plywood, roofing, or other construction materials or tools. Problems may occur in attempts to realign trusses. Align each truss and place it perma- nently in position as it is connected to the bracing system. Once there is a load, even from the weight of the truss ~tself, large lateral forces are developed by attempts to reabgn the trusses. This may break the bracing system. All trusses are unstable laterally until properly braced. The longer the span the more care re- qmred, Adequate restraint is necessary at all stages of construction. Cpmplete stability is not achieved until the brac- ing and decking is completely installed and pro- perly fastened. Erection. bracing and orocedures, as well as the safety of the workers, are the responsibdity of the erector. MAXIMUM 1/2" When properly aliqned each top chord should not vary more than 1/2 inch from a straight line. \ The vertical alignment can not be more than 1/2 inch out of plumb, I GENERAL NOTES I Please approve and return these drawings as soon as possible. Joists will not be fabricated and delivered until approval is received. Manufacturer's engineering responsibility is only for the engineering of the joists and not for any supporting structure, or for loads other than indicated herein. All materials shall be furnished by others unless speciflcag y noted "by manufactu reP' herein. Accessory items such as pre-notched plates, blocking, bracing, bridging, etc., must be properly installed as erection proceeds. All holes in bridging clips, bearing clips and bracing members must be filled with nails. Attach bridging before any load is applied. TRUS JOIST CORPORATION DRAWN CHECKED REVISED ORDER NO SHT --MATERIAL LIST 8, ENGINEERING SPECS-- OPEN WEB SERIES ENO ~ BRACING -- _ _ TJ. ~R~ N~S I,, , + :: r { f ~ i - BRIDGING ~ ~R-- ~E ' This iS the approximate le,gth of [he truss as df,term,ned by our pricing procedures and not the drawmgs / [ ,, ¢ 7,. ~ i I~T~ATFON INF~MATI~" L,n Ft oc2x L,. Ft 2x Pcs "Long2x I " ~ I~ICA END ~I~,REQUI~ AT ~TH ~ ~ ~TAIL %1 m %--; ~. ~ ,/~. ~ ~.. , , , I ,I / / ! CAUTIO~NN ~ rowI ol briclng itrut$ riqulred for erection itibllIty, See Detail t~.~, Mixlmum iIIowable erection load ROOF JOISTLOCATION PLAN ,,, SCALE: I/,I = '- O" DESIGN LOAD LIVE LOAD ~'~' PSF DEAD LOAD ] 5 PSF TOTAL LOAD 55 P~F ORDER NO. TRUS-JOIST ~ CORPORATION D RBAyW N DATE CHECKED REVISED BY DATE BY DATE ~;//~l~.~.~ ~. i~_C ] 1-8~-134 ENGR SS.114 271