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Home My WebLink About11889-z:TOWN OF $OUTHQLD BUILDING DEPARTMEN TOWN HALL SOUTHOLD, N~. Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES cOMPLETION OF THE WORK AUTHORIZED) N°. 11889 Z UNTIL ~ULL Permission is hereby granted to~ ~) ! ..... ~....~.~.C~.....~:-.....~.~.....;.~ ...~:.*~.o..~.....~..~,~.:, .............. ~. ~ ~.,~ ,=~ ~ ....~¢~.~.~ ............. ~~ .................................... ................................................................. : ............................. ~,..~:.~.~x.~)..-.~..~p.~ ........ pursuant to applic*tion dated .... ~...:]~....., 19 and opprov~ by the Building li~spector. Fee ~ectot Re~,.~ 6/30/80 FORM NO. 1 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N,Y. 11971 TEL.: 765-1803 Approved X. ..... , l .4ee,,n,tNo. Disapproved a/c ........... ~..'.- ....... .~. ..... ../d / (Build?fig Inspector) APPLICATION FOR BUILDING PERMIT Application No..././.a~.. ~.. ....... 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, ordinance~ building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necess,a~q~)sp$~ti~n~:." (Signature of ~I~plicant, or na'm'~e,XSf~ corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. ..................... ....... ........ :,; ............................................ Name of owner of premises .~..~..~z.~..~ 0( ..... '~..Z?..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) Builder's License No ...... ~ ............. Plumber's License No ......................... Electrician's License No ....................... Other Trade's License No ...................... ~ 1. Location of land on which proposed work will be done .................. t~e' ~u~'m b/~el"7~' ............................................................................. Street Hamlet County Tax Map No. 1000 Section ...... ~O..'7. ~ .... Block ..... .~..1. ......... Lot....~...~.~.. ......... 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 ~' . ...................................... b. Intended use and occupancy , 5J~.~.~ ~ ~IZ>/~/L,IC/~>L.~ .~;/~kT. MC¢TTJ/~..~' - · ..... ................ 3. Nature of work (check which applicable): New Building ....... Addition .......... Alteration .......... Repair .............. Removal .............. Demolition .............. Other Work ............... 4. Lmmated Cost r ..... 1 .............................. Fee .......................... ¢o be p~d on filing this application) 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 ~d extent of each type of use .. :::'v: .............. 7. D~ensions of existing stmctumskif any: Front .... ,~-'7'7'.~1 .... Rear .............. Depth ............... Height ............... Number of Stories ........................................................ D~ensinns of same structure with ~terations or additions: Front ................. Rear .................. I)ep~ ...................... HeiSt ........ ~ ............. Number ~f Stories ............ t .......... 8. Dimensions of~ntire new construction: Front .. ~0 .......... Rear .. ~ 0. ......... Depth .~ ........... 10. 11. 122 r Name of Architect .. ~ ........................ Address ................... Phone No ................. Nme of Contractor.~. ~ ............. Address ~. ~.fi .4~ Phone No. q~ (74l[~-& .... * ~ PLOT DIAG~ Locate clearly and distinctlg ~1. bufld~gs, whe~er existing or proposed, and. indicate all set-back dimensions from property l~es. Give street and block number or deschption according to deed, and show street nines and indicate whe~er inte~)r or corner lot. STATE OF NEW/'~Ol~gf, .... COUNTY,OF ~~~... ...... .......... berg (Name of individual signing dontract) . : above named. duly sworn, deposes and says that he is the applicant 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 ../~ ............/7 7-.t ....... :~.. ~__~ ;... o~=. ' ~~Z ']' .... ~ ~',' Notary Public~-',:?.~...~-~.-.; ..... ~ounty /9 ' // ~ JuDIT~'I T TERRY '~_~ ~- - "~/~,._~-~ . .......... ............................... ~'~%" -'°4 ,; I --I 'l- ~ "'~ I --I" ~,~c,!°- -I ~ t ~~' I t' ~0" : ' 0" ~0" ~' o" I" ~ ~ o I'~ ~'~' ~ ~ I~" I~ I ~I , I ;I , ~ J3CC~AN~Y OR ' = ' / USE IS UNLA~! ~ I O OCCUPANC~ I ~ I,, ~ ,~'-o" ~ ,~'-?" , I?~' ~ I~ I ...... ~ "'-- '~ ' ~- ~ 1 NOTI~ BUILDING DE~ ) ~ ~'- O" ~'- O" . ~6'- O" ~' o" ' ~' ,, ~ '~ ~ ~ ~ ~'- O" ~ ~ - J ~ ~ - O" a FOLLOWING INSPE~[g~ ~ ' ,-~ ~ 1. FOUNDATION - ~O ~ 3~a" d~'-O" d~ ' ~, ~" FOR POURED CONCRE ' I O~ ~ J ~ 2. ROUGH - FRAMIng ~ "[ ~0'- 0" , 3. INSULATION ~i ~ ~ 4. FINAL - CO~TRU~ ~0 ~L~ ~o~lC &~ ~C. ~LB~ ALL CON~RUCTIOM SI ~ e~c: ~S~O ~nk THE REQUIREMENTS OF I J ~ J ~A~ CONSTRU~ION ~ ~ ~ CODES. NOT RES~ IOq~ 0" OFo R 'RC FTG~ :ICAT£ NOTED / FOR THE REQUIRED PLUMBING , MUST SHALL MEET THE N. Y, & ENERGY E ~OR ~CTION ERRORS, 'P~,o e o,E~o ~'O0-F- I/'o Q LEVEl PCCO ~J Q C // IuoT'g' ~=x d~PT u..hl ~ ~.lh- (, L I 0~ Co.: ~clc O'-2J ~TEP- ~.'i"-x.. I%" Re FTqb Pc. FT-C, 3 N-~(~E-TyUL)I~LL IhRl~ MORTON BUILDINGS GENERAL SPECIFICATIONS LAMINATED COLUMNS - Columns are No. 1 or better southern yellow pine nail laminated 3 ~ember S6S columns nailed 8" o.c. staggered on each side with 4" nails, ANCHORED ON CONCRETE WALL - Columns are attached to concrete wall by use of 1/4" R,R. steel column sockets. Each socket is fastened to concrete wall by two l/2"x4-1/4" concrete wedge anchors and column is fastened to socket by four 1/2"×2-1/2" lag screws and four 20d R,S.' nails £PLASHBOARDg - Splashboards are No, 2 or better southern yellow pine 2"x8" S25 and center matched, pressure treated to a net retention of .4 pounds per cubic foot with Chromated Copper Arsenate Type III, Oxide type, in accordance with American Wood Preservers' Association Specification C2. One row is furnished for building on a level grade. FRAMING LUMBER - Side nailers are 2"x4" S45 SPF 2100 MSR spaced approximately 30" O.C. with all joints staggered at attachment to columns. Roof purlins are 2"x4" $45 No. 2 SPF or better on edge spaced approximately 20" O,C. All other framing lumber 1s standard grade or better. ROOF TRUSSES - Factory assembled with 18 or 20 gauge galvanized steel truss plates as required and graded kiln dried lumber as specified. In-plant quality control i~spection is conducted under the standards BRACING - auspices of the TPI inspection bureau. Trusses are designed in accordance with current and specifications for the stated loading, 0.035"x1-1/4" high tensile steel construction X-bracing in all unobstructed corners. Lateral truss ties and end bracing as needed, SIDING PANELS - D,O1g" min., GgO zinc galvanized steel finish. Color is i mil thick on exterior. with an addibional baked-on silicone ROOFING PANELS (PLASTISOL) - 0.019" min,, GgO zinc galvanized steel. The top side of the panel shall have a baked-on plastisol coat with a minimum paint thickness of 4 mils. TRIM - Die-formed trim of 0,019" min., GgO galvanized steel on gables, rldges, corners, base, windows and doors with same paint f~nish as roofing and siding panels. GUTTERS - 5" box type gutters, color to match trim, on both sides of ~lle building, HEATING, PLUMBING, VENTILATION, AND ELECTRICAL WORK - By others, not part of thes6 plans, NOTE: MORTON BUILDINGS GENERAL SPECIFICATIONS apply unless indicated differently on specific job drawings or supplemental information, CHECKED BY: ~r_~,~ DATE: REVISED BY: I V I DATE: OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY 10-6-8~ BUILDINGS, INC. J SHEET INDF_X SHEET [DESCRIPTION / OF.~ SPEC/F/CATIONS ~ SHEET INDEX 2 OF ~ COLUMN PLAN ,~ OF ~ELEVATIONS 4 OF ~ SIDEWALL SECTION ,~ DETAILS 6 OF ~ DETAILS ~ OF ~ 40' S.C TRUSS BARR VINYARDS-- CUTCHOSUE NEW YORK I hereby certify that this plan and specificat~on was prepared by me or under my direct personal supervisi.on, and that I am a duly registered Professional Engineer and competent to prepare this document. J OFF cE.PHILLIPSBURG NJI SCALE: SHEET NO.~ I [] · I IZ'~,~' GA[3LE pOFZ, C H t~//I'O',/I~I~NANG I~(21L DII-~G COLUMN t/EiqT~A~p, IDG~ ,J I 1% JAM~ -~~-SP~ I~ G~)~LE TRhVl pp, OTECTot4Y-- ~/~ST EZ-EVA'T/O~ D.AW__NBY,' ~ DATE: ~,,~ Un~DT/~JDIIi/r~lMr,_c II~lr I s^,,_~ \/iNY^r..~~= OFFICE ~)~,LLf?~ur&~ k/,,.~ SCALE:sHEET.O. ~,~&'~? mvn~,~,~ ,.,,.,,,-,.,,,,,~.,, '"'"'1 ~'°~ ~' I ~o,,o. ~-~, I~ °' /y~2~" N.W. NAIL INTO EACH PURLIN #10xl~ SCREW W/WASHER INTO E~CH PURLIN SR16 ~ ~ (2) 1/2,'xS?~.~M. BOLTS ~ GABLE TRIM 1~" R.S. PL4S~tyOL HI-RIB STEEL ~ ~ NAIL -~-- 2"x4" PURLINS (NO. ~ SPF) ~~ ~ END TRUSS ~ ~~~~~~~ NAIL W/I~" R.S. CENTERED 2x4"" BEV. PURLIN ~~ _ ~ INTHE FLATSAND 2~" N.W. FILLER STRIP _m _~ ~ (~) 2"~TUB CO~ _]~- ~~ .... -~ NAILS IN ALL HI-RIBS 5" O.G. GUTTERS~ ~ _ ~ ~ ~' [~)-/?~'~/~".~H~~ ~ ~ FL~T ST~L HI-RIB STEEL ~ NOTE: 1' OVERHANG SHOWN ASCIA~~~ ' -'~ m' HEADE. NAILING ~HEDULE PRECUT SOFFIT ~ / / ~ ~ ~6' BATT INS. W/ 4 m~c VAPO, ~ '~ ,o" ~: o ~ ,~' ~ I'_.'mMEmER COLUm COLUMN .~ ~ - - i. Numbers above are 20d R.S. FIRST NAIL IN THE FLAT AT THE TOP SR44/49 ~ OHD requir~ per connection. AND BOTTOM PURLINS W/2~" N.W. NAILS as re- 2"x3" JAMB ~ m qulred to prevent splltt(ng. {BEYOND)~ . 2. Pre-drHl headers . ~ (3) 2"x8~ JAMB COLUMN (BEYOND) ~ 3. forlf number header°ftonallSjamb columnrequired 8)DEWALL 8EOT)ON A-A ~"xo" BLOCK (BEYOND)~ connection is excessive to NAIL LAP RIB FIRST. THEN THE OTHER ~3 2 /~'-o'F~y~ oF ~ MPH WIND LOAD cause splitting, the excess ~0 RIBS. USE 2~" N.W. NAILS ~/~LL TO HEEL ) nails may be installed (n m header support b~ock~ng. - 3-2"xS" LAMINATED COLUMN ~ / Z'/.' L/~.. <+~-2oJ ;s .'.'JFL~ DRIVE NAILS & SET SCREWS PROTECTIVE~ / PERPENDICULAR TO ROOF PANEL LINER , OHD HEADER 2"x4" NON-TREATED ..... USE PENCIL TO MAKE MARK ON PANELS SR~ BASE TRIH~ ~lOxl TRU-GRIP SCR~NS N/~ASHERS ~ (2) ]/2"x USED TO STITCH THE LAP-RIB BE~EEN ~O' '~'':t ~' ~' ~ ~m o. XT 'X STITCHED ROOF STEEL ATTACHMENT DETAIL < ~J O' ) S Y ~) :r--~, HEADER ~lN~ ~HED~ ~ ME~ER C0L~ C0L~ NOTES: 1. ~mbers above are 2~ mqutr~ ~r connection. 2. ~e~rtt[ ~aders as ~- ~Ac/< ~oo~ H~moCa ~¢~m¢~ quir~ to prevent splitting. 3. If number of nails r~ut~ for ~ader to Jamb colu~ connection ts excessive ~ cause splitting, the excess naris ~y ~ InstaH~ tn header sup~rt blocking. CHECKEDDRAWN BY:By: A,J,G, DATE:DATE:MORTON BUILDINGS INC -~.,~. ~/F~yA~¢F OFFICE ¢HILLJPS~G~'J ~ALE:SHEET NO. HEADER STUB JAMB MEMBER COLUMN COLUMN HEADER STUB MEMBER C0LLM( COLLFII 2x/o" HEADE t2"X4' 5/8" FR. CLIP RAFTER FRAME 12 ' 0'" O.C. PURLINS ~¥" O.C. BLOCK · 2 SOFFIT SUPPORT HANGER "~'-6" SOFFIT SOFFIT/HI-RIB CAP -- ri-RIB STEEL NAILERS (2100 MSR SPF) SPLASHBOARD 6I 6~ DIAMOND 'M' PORCH ~x12" SOFFIT M. BOLT & (4) 20d R.S. NAILS BEV. FASCIA & SRGO 2x6 HEADERS W/ 3x4x12" SPACER BLOCKS & SRi06 HDR FLASHING -.-,~'---SR39 COLUMN 6'~0'' COVER ROD I ) 50~ BAGS SACKRETE · · IN HOLE AND "' ' ~',, i i~.,~. ! (,] BAGSSACKRETE WHEN'S£TTIHG COLUMN ~ · m ~ ~ / J OFFICE PHILLIPSGUFq ~, N.J. J ~ALE: ] REVISED BY: I I DATE: I I~ ' TRUSS SPACING ~" O.C. LIVE LOAD ,~0 PSF DEAD LOAD 4 PSF CEILING LOAD ,~ PSF TOTAL LOAD ,~ 7 PSF ~t/o~ /~Lt TRUSS DESIGN SPECIFICATION: Truss has been designed by computer using the Purdue Plane Structures Analyzer IAW current standards and specifications of recognized engineering principles, Output data will be provided upon request. LUMBER SPECIFICATION (1982 NDS for Wood Construction): Lower Chord -- 1950f - 1.5E MSR Southern Pine Top Chord .... No. 1K.D. - 15 Southern Pine Web Members -- No, 1K.D. - 15 Southern Pine TRUSS PLATE SPECIFICATION (ICBO Evaluation Report No. 29; ASTM A-446, Grade A 20 Ga. and 18 Ga. where noted, galvanized steel Morton truss plates identified by a hexagon stamped every 1-1/4" along the center of the DRAWN BY: A,J,G. DATE: CHECKED BY: DATE: REVISED BY: DATE: 9): late. SCALE: SHEET NO. of °x