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HomeMy WebLinkAbout20548-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-22250 Date APRIL 8, 1993 THIS CERTIFIES that the building WAREHOUSE Location of Property 4460 DEPOT LANE CUTCHOGUE, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 96 Block 5 Lot 8 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 12, 1991 Pursuant to which Building Permit No. 20548-Z dated APRIL 14, 1992 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 STORAGE WAREHOUSE WITH OFFICE AS APPLIED FOR. The certificate is issued to PETER & MARIEANNE HENNESSEY (owners) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-91-007-MARCH 11, 1993 UNDERWRITERS CERTIFICATE NO. N-267056 - FEBRUARY 19, 1993 PLUMBERS CERTIFICATION DATED JAN. 29, 1992 - PECONIC PLUMB. & HEATING *THIS CO IS ISSUED SUBJECT TO PLANNING BOARD APPROVAL BY 7/1/93. ui din Inspector Rev. 1/81 FORM NO. s 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) N2N9 205482 Date 19..6.1__._ Permission is hereby granted to: s, Z?x....1...~0 ..Cc ZS r a?.:L(......1.!.~ n............ to .........~a....l~/~tisA...... . cC...4TLC-..... ....................................................9 at premises located at rnh..~"~Ml,,.,................... i ....:.):...MLl~R County Tax Map No. 1000 Section Block ......Q,!! Lot No... Q.~ pursuant to application dated t .....~.~r 19.9.1.., and approved by the Building Inspector. ...~.8..1~ Fee $ ..e Building Inspector r Rev. 6/30/80 i Zo, ono gFFOIkOco~ APR ° 71993 o s= PLANNING BOARD MEMBERS T TOe °4SCOTT L. HARRIS Bennett Orlowski, Jr., Chairman O-*1 Supervisor George Ritchie Latham, Jr. Richard G. Ward Town Hall, 53095 Main Road Mark S. McDonald P.O. Box 1179 Kenneth L. Edwards PLANNING BOARD OFFICE Southold, New York 11971 Telephone (516) 765-1938 TOWN OF SOUT 4OLD Fax (516) 765-1823 MEMORANDUM TO: Tom Fisher, Building Inspector FROM: Richard G. Ward, Chairman o)lj's RE: Certificate of Occupancy for Buccaneer Books S/E/c LIRR Right of Way and Depot Lane, Cutchogue SCTM # 1000-096-05-08 DATE: April 7, 1993 The Planning Board has no objection to the issuance of a Certificate of Occupancy to this building provided that the Certificate is subject to the completion of the parking lot (top coat and striping) and the installation of all landscaping (grass, street trees, and evergreen buffer on south property line) by July 1, 1993. 73 -57 ~Form No. 6 TOWN OF SOUTHOLD MAR 1 21993 BUILDING DEPARTMENT TOWN HALL,.:: . 765-1802 a APPLICATION FOR CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: for new building or new use: 1,t/Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. -4i-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 17 lead. 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,y 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 i unusual natural or topographic features. 2. A properly completed application and a 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 - $5.00 over 5 years - $10.00 4. "Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00/,\Commercial $15.00 / Date .......3 . f oC . New Construction..L/..... Ol+d Or/Pre-existing Building.... Location of Property.......... House No. Street I ~ Hamlet Onwer or Owners of Property.... bb.. County Tax Map No 1000, Section.... ....Block... ........Lot „ a Subdivision......... ..FF/iled 7 Map............ Lot Permit No,. Q ~ .Date Of Permit.. L„ Applicant iealth Dept, Approval ..........................Underwriters Approval......................... ?lanning Board Approval tequest for: Temporary Certificate..........: Final Certicate.. gee Submitted: L dc<c~~ © APPLICA T....... - Lighthouse Security, inc. Post Office Box 1894, Riverhead, New York 11901 (516) 727-2729 l p i PR V A 41993 April 6, 1993 Building Dept. Southold Town Hall Southold, NY 11971 RE: Buccaneer Books, Inc. Dear Sir: In regard to the location at 4460 Depot Lane, Cutchogue, NY, Buccaneer Books, Inc., owned by Mr. & Mrs. W.P. Hennessey, this is to certify that all fire alarms, smoke alarms, heat detectors, pull stations, and all other fire and security related equipment is in working order. Yours truly, Tom Santacroce Lighthouse Security, Inc. TEL. 765-1802 c~UFFOU~ co TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR } o P.O: BOX 728 r -r TOWN HALL . ~iR 12199- SOUTHOLD, N.Y. 11971 C E R T I F I C A T I O N Date LOW, c? 9-AP9vA Building Permit No. 'DS7 d z Owner LlGc, /6 Fe. eJ /SIG/ ~~IJRI f y (please print) / Plurber2~-',04J 9Z iN6 ~L WZ/~ l/N (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. p mber' signature) Sworn to before me this day of Tiff// 10 4 J -V-74"Y~ 19 . Notary ublic Notary PubliC: County BARBARASTEPNOWSM notary Public, SM of NowYa6 No aon Ex iros $0.330 CommiWission Exp 0 fly THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 1185(377 BUREAU OF ELECTRICITY F 85 JOHN STREET, NEW YORK, NEW YORK 10038 Date F'I"mum Y,` .Lg, i49,3 Application No. on file ~ ~ ?C9p1 ~J2' ~~i 7Ql ~t THIS CERTIFIES THAT only the electrical equipment as; described below and introduced by the applicant named on the above application number in the premises of BUCANNNNIZ BOOK INC,, 4461) BRVOl' ARE, C'(ITC.1-10cUE, N,Y, in thefollowing location- ElBosement [I Ist FL ? 2nd FL Ollx Section Block Lot was examined on F I R ll AR Y 17 , 1.3'1 andfound to be in compliance with the National Electrical Code. FIXTURE lCEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISHWASHERS EXHAUST FANS OUTLETS INCANDESCENT FLUORESCENT OTHER MIT K W. AMi N.W. AMT. K.W. T. K W AMT. H P DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIALRECTT TIME CLOCKS EEII UNIT HEATERS MULTI-OUTLET DIMMERS AMT. K. W. Olt H. P. GAS H P. AMT. NO A. W G. AMT. Amp. AMT. Amps TRANS. AMT H P SYSTEMS AMT. WAiiS NO. OF FEET 4 Y SERVICE DISCONNECT NO. OF S E R V 1 C E AMT. AMP. TYPE METER 10 1W t%SW 393W 3,e'4W NO. OF CC COND. A W G. NO. OF H4IEG A.W.G. NO. OF NEUTRALS A W.G. EQUIP. PER e' OF CG C&m OF 11 LEG OF NEUTRAL 1 2N0 t3 7 T k 7 3/0 L :~10 OTHER APPARATUS: BATTERY PACK-1 HOTOR8t 3 F II,P„ PANELDOA.ROS;1 2 (JR, t00 BLEC. WA4'ER flG171'PP;RSL:1-+},!i K.W. C.F.C.Lt 'I ROSLAK LtC,#3677 F P~OBOX 16A C IT HO MNI , NY, t 1. x19 5 GENERAL MANAGER 1I. per This certificate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. '1cLJ i::,.:7c:1J:i ~JDA- 11 4i4tNT^ l I a, H FOUNDATION (1st) cp 'OUNDATIO,J (2nd) _ t" TOUGH FRAME & I C L//T~ .PLUMBING 3T rn/ C /ftJr?E p 3. AE Ott Gf/2T~~r y m m :,JSULATION PER N. Y. STATE ENERGY } CODE L u y FI:,AL I - THE NEW YORKBOARD OF FIRE UNDEAWRITERS WE ARE IN THE PROCESS OF ISSUING A I CERTIFICATE OF COMPLIANCE FOR THE GI/ ELECTRICAL INSTALLATION AS COVE D " - IN ANAPPLICATION NOTED BELLOW ADDITIONAL COMMENTS; S 'or gCJO Z APPLICATION NO. LOCATION _ / Y e O YG-8'Y~1 GV~ < INSPECTOR DATE g IBO (REV 9190) eln A., IV i m r . ^v _ H ®~o01% F01,fcoG o, PLANNING BOARD MEMBERS W ~ SCOTT L. HARRIS Bennett Orlowski, Jr., Chairman Supervisor George Ritchie Latham, Jr.®~ Richard G. Ward Town Hall, 53095 Main Road Mark S. McDonald P.O. Box 1179 Kenneth L Edwards PLANNING BOARD OFFICE Southold, New York 11971 Telephone (516) 765-1938 TOWN OF SOUTHOLD Fax (516) 765-1823 April 7, 1992 ~t~ CC( Vi'!rt William Kelly Morton Buildings, Inc. _ 22355 Cox Lane, Unit #4 i' ASR 8192 Cutchogue, NY 11935-1146 a T~7VPa 'q° RE: Proposed 5if p3anbr~ L?„., Buccaneer Books, Inc. Depot Lane, Cutchogue SCTM#1000-96-5-8 Dear Mr. Kelly: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, April 6, 1992. BE IT RESOLVED that the Southold Town Planning Board authorize the Chairman to endorse the final surveys dated November 6, 1991, and Phase I of the site plan dated March 16, 1992 and signed by Roderick Van Tuyl, L.S. All conditions of final approval have been met with the exception that the Health Department's approval does not include Phase 2 of this site plan. Consequently, no building permit may be issued for any part of Phase 2 until a survey with Health Department approval is received by the Planning Board and this site plan is resigned by the Planning Board Chairman. Enclosed please find a copy of the map that was endorsed by the chairman. Very truly yours, Z a Bennett Orlowski, ir Chairman Enc.' CC: Victor Lessard, Principal Building Inspector Scott Russell, Assessors office December 26, 1991 Mr. Bennet Orlowski, Chairman Southold Town Planning Bd. Town Hall Southold, N.Y. 11971 Ref; Peter & Maryanne Hennessey Dear Mr. Orlowski, Reference the above properties, it is the opinion of this board that a new fire well be placed as marked by an X on the enclosed drawings. The Fire Well is to conform to our specifications and be equipped as follows; 1, 20 H.P., 3 Phase, Submersible pump capable to deliver 400 GPM at 10 PSI discharge at center of tee at top of well. Pump shall be of submersible turbine type, equipped with grease packed bearings in bowl assemblies. The bowls shall be of a smooth finish design to guide the water from one stage to the next with a minimum of turbulence. 2. Top of the well is to be finished off with an 8" x 4" well seal. 4" galvanized tee and plug, and 4" x 4-1/2" solid brass ferrule and cap. The hose threads and hydrant wrench nut shall conform to the standards of the Cutchogue Fire District. If you have any questions, please advise. Very truly yours, Mathew J. Martin rPSLOAUANIN Secretary 91 mjm/encl. D PLANNING BOARD MEMBERS Bennett Orlowski, Jr., Chairman SCOTT L. HARRIS Supervisor George Ritchie Latham, Jr. Richard G, Ward' Mark S. McDonald Town Hall, 53095 Main Road Kenneth L. Edwards P.O. Box 1179 PLANNING BOARD OFFICE Southold, New York 11971 Telephone (516) 765-1938 TOWN OF SOUTHOLD Fax (516) 765-1823 MEMORANDUM TO: Victor Lessard, Principal Building Inspector FROM: Bennett Orlowski, Jr., Chairman ~n~'•If~ RE: Site Plan for Buccaneer Books S/E/c LIRR Right of Way and Depot Lane, Cutchogue. SCTM # 1000-96-5-8 DATE: March 5, 1992 The Planning Board finds the enclosed site plan generally acceptable except for the omission of the fire well and the Health Department stamp. We have asked for revised maps showing same. At that time, three more copies will be sent to you for certification. i s- ri vd' ..u vIpOSSb ~'Ulemj)n ~ol6oabe ~ a4! osn Pu Ule, e ssn>ni aa~AN 9 NI SNOIl~ S1~3dd3 SSa3 ~a 8aP/J/IS uolSo~ ial I M~,,:, V O~1S1)N 6U1s X 't0 and osoinpad •.toPOS ~Ob dNb NI1 111 J01 ~?fb°ur 'uVioun .(a r~ OI1D Jp~ 'D PLANNING BOARD MEMBERS r < Bennett Orlowski, Jr., Chairman ' George Ritchie Latham, Jr. Richard G. Wald - Town Hall, 53095 Main Road Mark S. McDonald P.O. Box 1179 Kenneth L. Edwards PLANNING BOARD OFFICE Southold, New York 11971 Telephone (516) 765-1938 TOWN OF SOUTHOLD Fax (516) 765-1823 January 8, 1992 William Kelly Morton Buildings, Inc. 22355 Cox Lane, Unit 44 Cutchogue, New York 11935-1146 Re: Proposed site plan for Buccaneer Books, Inc. Depot Lane, Cutchogue Zoning District: LB SCTM # 1000-96-5-8 Dear Mr. Kelly: The Cutchogue Fire District has notified the Planning Board that a fire well will be required at the above-referenced site. Enclosed please find a copy of the Fire District's well specifications and a copy of the sketch showing where the well shall be placed. The location of the fire well shall be shown on the final site plan. The well must be installed to the Fire District's satisfaction before a certificate of Occupancy will be issued. If there are any questions, please contact this office. Sincerely, Bennett Orlowski, Jr. Chairman enc. CC: Victor Lessard, Principal Building Inspector ~5'N<3Fi LE l/ CUTCHOGUE FIRE DISTRICT au 9 T i New Suffolk Road, PO Box 930, Cutchogue, NY 11935 Telephone (516) 734-6907 • Fax (516) 734-7079 March 29, 1993 Southold Town Planning Board Mr. Richard Ward Town Hall Southold, NY 11935 Ref; Hennessey Well Dear Mr. Ward, The Cutchogue Fire District has entered into an agreement with the Hennesseys to install a fire well as requested by the Board of Fire Commissioners. In our previous correspondence the Board requested a restrictive covenant be part of the requirements. Due to the excellent cooperation from the Hennesseys, the Board does not see the need to apply this covenant and is requesting you to strike this from your records and note accordingly. Thank you and should you have any further questions, please call. Very truly yours, Board of Fire Commissioners Matthew J. Martin Secretary cc; Hennessey Doroski MAR 2 9 1993 SOUTP101 j) o"'.-'Z j PLANNING BDARD PB r n~U~ CUTCHOGUE FIRE DISTRICT s w u New Suffolk Road, PO Box 930. Cutchogue, NY 11935 B~ ~ Telephone; (616) 734-6907 • Fax (516) 734-7079 March 22, 1993 I N Q 1] '\,Vl MAC; 2 51993 Southold Town Planning Board 'EG t Chairman Ward TCVkN C,, v .`s 59HtC" Town Hall Southold, NY 11971 Ref; Hennessey Fire Well Dear Mr. Ward, Enclosed please find a copy of a letter sent to Mr. & Mrs Hennessey containing a resolution by the Board of Fire Commissioners covering the fire well requirements. We hope that this endeavor will be amicable to all and should you have any questions, please feel free to contact the Board. Thank you. Very truly yours, Board of Fire Commissioners ho ~A Matthew J. Martin Secretary Encl; Hennessey letter ~uroawua 1 / CUTCHOGUE FIRE DISTRICT 4')J New Suffolk Road. PO Box 930, Cutchogue, NY 11935 Telephone (616) 734-6907 • Fax (616) 734-7079 l ~ March 22, 1993 ®p Buccaneer Books Mr. & Mrs. Hennessey v Depot Lane Cutchogue, NY 11935 Ref; Fire Well requirements Dear Mr. & Mrs. Hennessey, At a special meeting of the Board of Fire Commissioners on March 22, 1993 the following resolution was adopted and a copy sent to the Southold Town Planning Board. 1) Be it resolved to provide adequate fire protection to the building(s) on the subject property, the Board of Fire Commissioners is continuing to recommend that a fire well be installed as outlined in the letter of the Cutchogue Fire District's secretary, dated December 26, 1991, to the Chairman of the Southold Town Planning Board. 2) Be it resolved that it is further recommended that the construction of this fire well is primary for the benefit of the subject property, however due to the residual benefit to the existing structures and buildings in the surrounding neighborhood, that 75% of the cost of this fire well be paid by the applicant and the balance by the fire district. 3) Be it resolved that it is further recommended that as a condition of any site plan approval and Certificate of Occupancy for the presently constructed building that the land owner agree to an annual inspection by the Chief of the Cutchogue Fire Department to determine the type of materials stored in the warehouse so that the fire district will have adequate notice on how to be prepared to handle an emergency at this location. 4) Be it resolved that it is further recommended that prior to the issuance of site plan approval or Certificate of Occupancy to the present building that a restrictive covenant be recorded in the Suffolk County Clerk's office to reflect the above resolution. The above resolution was made by commissioner Robert Doroski, seconded by Commissioner John Bakowski and carried by a majority of the Board. Should you have any questions please contact Commissioner Doroski. i 3 i Very truly yours, Board of Fire Commissioners, I Matthew J. Martin Secretary f cc; Town Planning Board i i I I~ i i i II l II r ~C M-1802 BUILDING DEPT. INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING FINAL REMARKS: ~f DATE L INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ` ] ROUGH PLBG. ] FOU ATION 2ND HSULATION i FRAMING ] FINAL REMARKS: b 17 DATE f iNSPE4TOR A.,&4 65-1802 B LDING DEPT. 1 SPECTION FOUNDATION 1ST ( ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL REMARKS: PILJI 0~/. t~ /IV C,7 DATE ! L I/ INSPECTOR j i ode- - - 14 n ' U I~ Y a , FI II ~1 I r N' 1 410 i 1 ~ ~i ~Q 1 f li ~ CI_ ~ A ~ ~ I ¢EO N1APt E <\9 ,v n1 I' v. 111 y X I SEP"CtG Qt•>s A ~ I 1 ~ ~ ~1~31 i ~ I l1) I i C~riG~ Z~tyE ~ ~.E •.I _ _ N I ~ III - 5c~- la~ u r &HTS UNDER _ " \a0 ao,iRD plF HE.\LTit _ ' FORM NO. 1 J S ETt P L,1 :7 . : • . • • ' TOWN OF SOUTHOLD SURVEY VVV . - ((11((~~ BUILDING DEPARTMENT CilrCK L7.7 TOWN HALL SEPTIC FORK _ a SOUTHOLD, N.Y. 11971 . . . • . • • . • fSS.^va fSFi " TEL.: 7G5-1^u0c DT i F'f Z,) naminc TUVVi1C3FuC:U"iNtJLf¢ CALL b I NAIL TO: pproved . 19'U': Permit No. ar?S' ~ isapproved ale _ _ . • tx~° _ :T ~•I'1W , APR ° 8 1992 (Building Inspector) ~t fp APPLICATION FOR BUILDING PERMIT ~~-•w Date 19 INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 3 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 areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- :on. 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 11 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 11 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 (ding Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or ;ulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. applicant agree;, to comply with all applicable laws, ordinances, building code, housing co e, and regulations, and to ,it authorized inspectors on premises and in building for necessary ins cti-ons. Signatur o applica an if a corporation) (mailing address of applicant) :e whether applicant is owner, less agent, rchitec[, en mee ~C ~ /u. ,6 13ss- general contract4, electrician, plumber or builder. is of owner of premises , • (as on the tat roll or latest deed) ,plicant 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. . ocation or land on which proposed work will be done, , , , zor 7w 7 " " " " . -1164gr4 f ouse Number Street Hamlet nutty Tax ,Ml p No. 1000 Section ,C.?aT.6, Block . Lot S-T+..... . bdivision . " " " Piled lfap No. . Lot (Name) ate existing use and occupancy of premises and intended use and occupancy of proposed construction: Existing use and Occupancy , . , Yt44 4 Intended use and occupancy K ~6~:ZA 3, Nature of work (check .which . Rempoplicable): New Building . X. , Repair Addition Altcrauon al . . • , Demolition , , , • OtherMork 4. Estimated Cost6~.-421-0(Descnption) Fee ...~.~~1,. / ation) filinr thi 5. If dwelling, number of dwelling (to lie [)aid on s application) If garage, number units , , , , , , , , , , Number of dwelling units on each floor . , , , . of cars , 6. If business, commercial or mixed occupancy, specify nature and extent of each type of wx . 7, Dimensions of existing structures„Ii Height if any: Front , Rear . Number of Storics I pt Duncnsions of same stn[cture with, alterations or additions: Front , . Depth . . : Hcitdtt , , ....Number of Storics Rear . 3. Dimensions of en~t' tion: Front , , , ,QQ', , • , , , , Rear . , . ' 9. Size of lot: Front tic new constr Depth Height 27 um iv u of Stories . ,F.'Wk . , z , ....................d . yJ . 0. Date of Purchase Rear , . . . . . . . . epth I I Name of Former Owner [J Zone or use district in which premises arc situated 2. Does proposed nstruction viol, 3. Will lot be regraded , ,rD e any zoning law, ordinance or regulation: M 7.........':'..... . Y. . . . 4. Name of Owner cof pr ns t . • , . , , . ' ' . Will excess I'm be removed from premises;.. . . ki . Address .~VrC N Name ofrchitect Phone No. ,~cyC~- Name of Architctor l(c>e j Address •~76~Y,Gt~...... Phone No. .Address aqJ 4 i. Is this property within 300 feet of a tidal wetlandilG...... Phon1r+No..: *If Yes Yes...... n _ Southold Town Trustees Permit may be required, No. PLOT DIAGRAM ~ , Locate clearly and distinctly all buildings, whether existing or proposed, and, indicate all set-back dimensions from operty lines. Give street and block number or description according to (feed, and show street names and indicate whether .tcrior or corner lot. ~I 'rE OF NEW YORK, N.. 'L/OF lv.itnc of individual si nin &S r • • • • • • • • • • • being duly sworn, deposes and says that he is the applicant es cor g d (tract) named, tits , • • • (Contr cY. . agent, corporate officer, etc.) . J owner or owners, and is duly awhorized to perform or have performed the said work and to make and file this ation; (flat all statements contained ir1 this application arc true to the best of his knowledge and belief; and that the will be performed in the manner set forth in the application filed therewith. to before me this dayof.... 19.9.i ' public . I,I . . County t W DA J.CQp Notary Public, Ste?a of New York No, 4822688, Suffolk Cou TermBxplresDsowraw3'!,1°~:~: ~ nature of applicant) December 26, 1991 Mr. Bennet Orlowski, Chairman Southold Town Planning Bd. Town Hall Southold, N.Y. 11971 Ref; Peter & Maryanne Hennessey Dear Mr. Orlowski, Reference the above properties, it is the opinion of this board that a new fire well be placed as marked by an X on the enclosed drawings. The Fire Well is to conform to our specifications and be equipped as follows; 1, 20 H.P., 3 Phase, Submersible pump capable to deliver 400 GPM at 10 PSI discharge at center of tee at top of well. Pump shall be of submersible turbine type, equipped with grease packed bearings in bowl assemblies. The bowls shall be of a smooth finish design to guide the water from one stage to the next with a minimum of turbulence. 2. Top of the well is to be finished off with an 8" x 4" well seal. 4" galvanized tee and plug, and 4" x 4-1/2" solid brass ferrule and cap. The hose threads and hydrant wrench nut shall conform to the standards of the Cutchogue Fire District. If you have any questions, please advise. Very truly yours, / Mathew J. Martin 0- Secretary i mjm/encl. SOU [HOLD TOWN PI AMHIP:G BOARD MAR 16 1992 1E3U1LL~7NG$~ ~ '3! T E PLAN un?OLDTDwN NNING BDPRD MADE FOR APPROVED BY - - PLANNING BOARD AD rT 1 i'.i TOWN QF 50'JTHOLD . PATE own 41 CUTC,NUGUE Y SCLPE~ that thee ° the ed BE IT RE nd ou site plan d enn ytvovs Chat/ and 4hase 1 that the Realeh ~ guthoii2e thy991 the exception T3VJI i 4p° ~r t'f 4 R4 r l,'. ° syte--__.- fined by Aodexyck V November si n wy In e 2 0£ ihas - 1991 nd val have be'. es t clumyt maY be vssued 'ppxeval d Y Department's apptlYalno duvldang ?ay Health Devevplan is xesy9na I - i Lart2 untal BoaEd an P 1tecev cOpasea en a 5uxveY d ihia e' pa of P the °axd P1annID9 Y s xlannhi9 g Chaaxman. a_ by the 4 / d' 1 Qw~~~ i dE'V4 .LEC3 $ 6EVk=?-"Of~EC? HY ~ 1 1 ?EI'F~ ¢',MAl2YAt^dt~J i.tE,^w,d~SSE't' j / a P, c P, 0, 50iS IGE ~a GU curr-I-~a+~ue r.~Tr.I_i~3a ~ LONE w Tr Try,-73t- 0975 s ISLANID Sf-Af~lp 1 ~ 2AJLPOAD { m' SCAL~~ 20~ ! z. =Y I 1,10 m lY ~ 0 5 10 30 30 40 i J9 20 Q t 1 1':? z ~ ~ r~orsuMv^~T PIPE cep 'i i "~CO7WC2&t- rJ.l - ~6`Fr: c•`kP~N. ._4_O 't ,I P fIE' WEt.L " v I< '61.AcK76P ALA I'^4Ef-L N4T4l -AL. ai/o 1 0121 YE 42 47- STA ,4013. 0A!, t - RF II1 T C - } N 1 l1U',1 - 'm,1 j al a ~.\T r "T T T T T T T T sa uF~-I a - r,c VANK y?.i 3.,1 a I, s I~ i rB I 'e to I 11 1 12 I j z k l Y p 41.0 ' 13 AI 1 s pCA 21 p ~ Q r P rd 400. WATT~G.E. WALL PACK 1 '6tO1tifE. I:i 8 - ON PHOTO CELL i Ila I 1 t 1 m ~V 19 415 j{{{ Y ui Ia'(aP.. 1 &1~l40kkrKfl ~CdM1J®' L1~Y@ _ ~ 0. S~.S M 3'il x 11 ~ ro0 WA2EHOAJ5E t2T~~ ra0' 19' `^/A2EN9USE - 20 i _ W . 54. FT.'- N.' A"C 1199858-, FT- N 49$fJ 5Q. FT- 'A \t PA.c,!L(NG rzL=QUUZF-ME.f,;T5l 1 ti _I I. - 4 r n. F170ft . -ELEV. 4, 2~ 1 Y F~.A02 ELEV_ 42.0 FFI 99aS.. ft `zc,>Y&CES { 41100 1:4 (SPAGF=S 13.-22 TO SE LANDBANVED) - f W ET. I I W S II ~T SEWPGE mpcsAL r 5i(,- t. CALC_.: r in 1 iJ WNREHOUStrsai,6005,;',y.04 • 504 Ic OFFICEZ 1996 S.F-PO(J 120 I} - G,24, r,,? Q. A,LLQWABLE FLOW : 2.4 1 •300 = 6-a? G,P. P - I 30 J u F1ATL1lZAL - STATE G 1N ITS / RfL4iNAGE CALC.~ LeFr PAVED AUEA.:'_1?,075 =.P.. h" i3U_;rLb11J J_ 15,5$.0 `,F. - - 32,613 1543~c d.FT. I 0 7: IO'D.IA,r IZOEEP LEPCnIFwG $ASTN1515,748 ~.;1 Fl~ " Sr P 1 1 + - - - - - - - - rte} k 0 c QN C-,{7FJM 4 c . - I n }~14-+~ I /e EVrc262Ft~t+'15 up ~ExIST{ INCA- TIOMi affmA(N~ 201 BUFFER ISUFF`~Lh. CrYJMlTO' TA'/ MAP pc`S'ie>IVAtIUII 0 0 DIST. 1000, SECT; 096 , 3LIC.'q C'Ct-_8 i I 0 0 Jf f q~r= 04AS Two) ar~CEH[sP_,r1.±~_:~,~S~~Iau~.ia,199~,oc'C IS t~g~; ~ - oEC. 2a,~:rwR.1~143? , t ~ I LOT S',ZJEC_2f _.r- - 4 - 1. _ - ~ - BI+_CJINU ; 7S60 i7 2 '3EC=1S,540-S.F. %:PRAG\C V-0N ~P r+ i. i ' ph:JEG'IO~q_.9p~!fAQ,3 •_17 G73 ,,K---__-_~ -Ifl.6~la I I I ~PEM Larti7graP~c - ,'~G.5'~: iisT GlV I_. L AVM i ~ L~~.Ltti~1G£,sS{$VEYQi25_-_afc!:~NYiI%.7',hi:'i: 57a81~'.17~EGr^-r---r i ~ ~ ~ C4MPR-.G~4f@O 5p{~ :o soles ` VEY VEY MAC. MIN 54" _lPLt10Y2 60C 6ao=1' A I PI'REl ` RDU P"21Z o7s NDATIgN I ---J d ^ . ADA _ ?E HIDE.. N[:N.4-OtA.CLASS 2400 PIPE OR EQUIV Z.I cDVEI, f=1N15 ER GRADE Ie wN G P.M, c% , f L r PUMP I r .LO. I _,f ~ 9" GAl.7dNL/ DEPOT 4 S e ~T6 MIN 2"PIPE 1 5CHQQLHOU5E'rzn I DL HOUOE '2P-, . A T R1.5 3'!.? 5" CASING ' I 1 L LAIN. PITCH I ~,,_,gpU1JD WATE2. q 1 I' A1 1 46 1 F2E-C4ST CONCQ. 1 1 S.C _H.O. i M1N. Sc¢EBN T4 MIN. 1 - J. f !><4) I ~ TYPICAL WELL I 2EC7. SEPTIC TACTIC- ~l 121 ~yy, ( 90161 CWT `,<-3 THE2E ARE NO POteNTIAL 5OLN2CG6 OF MIN, SANITA2Y wNTAMINATION WITHIN 180 PEET .I 02 7"E 02AINA6E 5T2UCTU2.ES WITHIN 50 FEET CLEAN, 'I OF P20POSED WELL. [3hG1L- I ' i PLJ25UANT TO SUFFDLL COUNTY SANITAFGY C=6 li jE bdh.a D15pOwAL GGSI6F~'~,rt+.'=.' FILL LL ACTICLES Trt 12, 1, PETER HENNFSSEY, HE2E8Y - - GECT1 PY 714AT TNE2E WILL NOT 6E ANY INOU5-MIAL . OF=FICE _19980 ~ QG = 120 - _ $ ---.-4 i WASTES 02 011IE2 NON-SANITA2Y WASTES OIS - m OHA2GED P¢OM THE BUILD) r,* ANO TNE2E WILL E3- WA NO 4950 .04 199 _ NO T0%IC 02 HAZACCOU5 MATE21AL5 S70aeD AT TLIL` 31 fyPD 517E IJNLE55 SPECIFIC PE2MITS 02 @XEMPTION5 ISI G/D/AC. 311?, 2 DAYS ; 63S 2.11 AC,. ~SSP:,CI_ AQ.E G2AN7ED PU(Z 1l NT TO THOSE A2TICLES- - (q00 r<N. TANk. I woos ~ t_ orZ At FA= 69-2, 'FJt G: HEALTH :"El, r /•rP2:7 J• -L 1I0. CIO-91_007 _ I 1 1 II _ a wECL rte, U L^ Ent" - E b1AT F 4r5-IF PI, JAT f•rc sl. PP I-4' ; rap 5Fv!MaE F45 1-CIR T~.IlS nUh-RI`V4 WILL 41 F:~ ;wt TG r:'. 8;.1 rG rHC WE'_ PROP.W Ell OISN'• NI ®rAC O.ir, _Ot~Nr~' -EP7 OF 4LA.-`~ CS - FOr< AP"I a :'fHL "OPd 1LL lJ ~q F sr,t.cr!; cr o< Ul J rw~_~ _ _ _ _ I u¢nwHyE eASw I ~w LL PROP. r APR -DATE i _C 10-91-00-7 ~Lo ~~SOsF.I SGHiHOLDTDWN r,I.Jr, rlE;i.: - LANNING BO P ARD -'onolN~ ooclc ` :LI I :'J' `E 9;,ALE-W~I" loco u96 u96 5 e A(2EA 2.11 AC. ---.BSc =/0 RILL 1LEL, Y s, 4E 2? 30 w 411.18 G PIPE vc al L LD C1 Nl~P iJME~.IT IAOrz'OX E Fa.eox uo aVE2HEA 1 ~p tlt - Sf6-WS-3121(, ZE- KVE2HEAC 64M 11901 765-31211r?ES)r516-727-G 02 . P iG 1 I VJFW COUNTY DEPARTMENT OF HEALTH SERVICES S f APPROVED FOR CONSTRUCTION ONLY ,`!,~•'!--__j- L':!~'~IC, '---Y-`--Y W FLOW TvPG ~ 1 Ci, i a! This approval is granted for the construction of the sanitary _ jOAM - -:marota lnkn,'acaV Cr S, U1~ ^:J Caal o6cl1 nrrt6n conolCyrv; n: nvclitl wocnF~. drspaal and water supply facilihes plrsuant to Articles VR and aao:nawea lndlaemd Nerann toj 7 of the Suffo'k Ceurty Son iary Carle and a not an expressed - nor implied ap,^oval to dlsschag^, from, of occupy the ~structure(s) snnwn. THIS APPROVAL EXPIRES TWO (2) YEARS I;r--;po pervon for iz. ~ I:r- and an M. e SCI-'ll:pi 1 ' 11 0C rni J /J '1 FDDM THE DAlE BELOY - r . Il 'it 0 APR O I'M y =PSe vrt-j DATE SIGNATURE AMEM1IOEO AUG, w,f99Jntov~61~ F1 ME 0.DARcE t-I f~v 11A NO FINAL APPROVALWtit?OUr ASSU~YCYFS_ "r._ib,lg~fs s 7,.rrLa.c roo t i ~:~w APPROVALBYWATERQUAU YUN1J I" r a i ^rasp - t3!yMEFJPO!.:Tr nay_ j r-__ _ a-nor. VEY MIN 54 _ \ Ga VEY MAP ij FITLC-55 I _r 600=L, 3 DAF ~2 E5 ~ ~ I M!N.4 D/A.C1.A55 2400 PIPE OR EQUt J. 1, Q ' N~ -PREMl5E5 FWLSH . J Ev GRACE DUMP j f T FUUNDATION o'er, SAL.-fANIC r ' - S-_ 1 cDVE2 10, \ S GA M ~r -nom ~ ~6MI N. , . v h. DEPOT )T , ~LAM1SE I J T ' II = Z^PI F III _ z9° SCHOOL HOUSE 21 )OL HOUSE r2?...r, 39.0 6" ~r I .s 1 \ y S CPSING IB MIN. PITCH _ 1 - A 1 1L= MIN. PITCH S.C. H. D. ail 4 I~ : I JD PRE -UST CO NCR. i ~ PARTMENT OF HEALTH SERVICES ~I ~1 _ - - - - I~_I---- _ ql-tIN, s'MIN scaeeN SUFFOLK COUNTY DEPARTMENT OF 1 I-- r82. -'}T i TYPICAL WELL ApP[uval of Constructed V of Constructed World I l2 - 2BCT. 5EPThG_TAF4K-: L-3 •I I H.D. Ret. No. (!/d-9/9pQ GAL.j THERE ARE NO POTENTIAL 517U2CE5 OF MIN.J - - - SANI7A2`f CONTAMINATION WITHIN 150 FEET The sewage disposal and water supply fact i water supply facilities at this location 02 O2AINA6E STfWCTU2E5 WITHIN 50 FEET have been sahinactorny inspected by this Inspected by this Department and are GLEAN OF THE P2OPOSEO WELL. 1n- compliance with these as built plans ;a as built plans SS G- - i BACK. pU25UAN7 -rD 5UFFOLIC COUNTY 54NITA~Cp/YQ CODE T Q"' ,-I).a.c CHIEF OF GENERAL SL'nlP,r>( DISPOSAL FILL _ - - I ARTICLES 7a IZ, 1, PETE2 HENNESSEY, HEI(.LVY DATE CHIEF OF CE2TIFY THAT THEM WILL NOT BE ANY 1NDUS721AL, j FNGINEERIN( ENGINEERING SERVICES ' o 19980 .06 120 8 ~ `KASTE5 D2 cm4E2 NON-° ITA2Y WA57ES 015- OFFICE CPA2GED F120M TIDE BUILDING AND THERE WII-Ltd \f/AI-e..EHQUe~e 4G)a~m • .04 199 _ NO TOXIC OR HAZAt200U5 MA7E21A1-9 S7O2ED AT TOE r 319 GPD 151 G/D~AC. ACE SrAMTEG SPECIFIC TH05E A¢TICO E5. I 2,11 AC. ~I CESSPO.. 319 , 2 DAti' = 638 (90D OALTMIIG~ 0 1- (5)-_ i i ` j GQ055 FL00r, Af.~l?A= 69-78 i 1 li _ 7 I 3U~F0! V. .O 4 :CFO!V_ .O 4F rLTH DEPT APFRJ;;AL i 4.$ VO, GIO_91_OOT _ I j ~ ~ I ° wECL f~ I m' J~-J--JJ l _ I sruccc eLVrs. ~ i v ~ G,E5, °'701. STA'F'F Z E •~IAT ER F° o TIi WATER 9'JF°LY ANC SEWAGE pIS?1 `AL ~ - . _T L'~6 FOR rr,,s ."OR THI5 li' P1 'G WILL :01JFvnn TO 1 IFv 1'n TO THE ~;b°,iJOARL~S _p THE C,, DC Fa LIG CG, RCPT JF HEALTH _e!ZVICE5• •r Q ~_p 9q WELL AC(L,LA hf 1" L, L A'+ f _ _ ...AL ` ' 4 .fr N5-',Q E. U, 'FOLIC COUNTY DEPT. OF NEALTh Po2AIN5 e0 cwollc ~l * Zli 6U 1 7 WELL 2'JICES - F012 APP RO~JAL 0121 , - CE55fOOLS (V b _ ' JS'rR::CTIGPI ONLY. ~ i I}1 GS:~ C15iANe-~ ''BIASED 0NS" R:iCTI:+M1I ~ - UCKfOP U I PATE: _ I CJ ~n I ti H. 5 CrF=. NC . C i -FF=. NC. CIO-91-00-7 O ' y t . ~'^PREHO~S s,1 F I p.Pi;;i7t:E?:-._ D, i - lu '_'1=PJUC C.: 7P.y Ht.,?i,ES!Gk.: A. r[01~r~ 9 Z yo li s_' F auc cr m ~;nr SCALE 100• oat ~ S " r AREA _z_I I AG_ > A c ,F< 7Er_r, H'CK PCB oa; 096 6 S I IF 25 A6 °6 G=PIPE I 4O BILL VE C/O BILL KELLY , HORTGN ~ "r`}* S. 6' 28~ S'J 'n,, 41 1.18 I, RD. BOX I M ~ I u G=MONUMENT MOrLf~N BUIL~INGS,_~:C. RD. L30X_ 1211210 R1VE2HEA_D N.Y.I l4Qk ELEV_DATUM: M.S. L., N.C.V :D. 0482.- - ~-7.6_5_-3121 ~2E5)516-727 Q 516-76_5_-_3121 i,2 _ - in i w -7 y S'=fY _r, mrrvgqn!fr Asked eo3a4 m5 ' r.P.iq -m~66tH1 MM1W mtbm~'r--": 1 nrmlWNAmg4+,m r4~ ~ 'frthm P~IRWdR1lJIr- Ir, hieu CESSPOOL = ~ _ _ - - uz. ~NiM Rftw ,2 psi _ ..r ~ - -_i oaa xrr. ' Nom. SEPTIC DETAIL. SURVEYED MAY 16lla2l ; INE l'C 7ME T~ i - AMENDED AUG. 14.199-NOV._G I9,2 I' ~ v 20~- =CAP r=c S~FRSC FE9. 2119931 MA2.9_1993 =F' GUARANTEED TO SUFFOLK COUNTY NATIpNAL BANK j nr hi[Ur Zr r - s T~2 An1 FFI25f AMEQICAN TIT_lE__i_N6VRA11CE CG. I 1 1 i CCC7?; 6 .I . 20 (S 256ry\; MAll t2 tnwNiai:'=:n~ MORTON BUILDINGS GENERAL SPECIFICATIONS zz a w~ LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS w NAILED 8" CC. STAGGERED ON EACH SIDE WITH 4" NAILS. w0 ANCHORED ON CONCRETE - COLUMNS ARE ATTACHED TO CONCRETE BY USE OF 1/4" H.R. STEEL COLUMN U z 4 m U 4 O ~ SOCKETS. EACH SOCKET IS FASTENED TO THE CONCRETE BY TWO 1/2" DIA. x 10" PLATED ANCHOR BOLTS AND COLUMN IS FASTENED TO SOCKET BY FOUR 1/2 x 2 1/2" LAG SCREWS AND FOUR 20d R.S. NAILS. SPLASHBOARDS - SPLASHBOARDS ARE NO 2 OR BETTER SOUTHERN YELLOW PINE 2"x8" S2S AND CENTER MATCHED, PRESSURE TREATED TO NET RETENTION OF.4 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION C/*) C2. ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE. /r v FRAMING LUMBER - SIDE NAILERS ARE 2"x4" S4S 2100 MSR SPACED APPROXIMATELY 30" CC. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2"x4" S4S NO. 2 OR BETTER ON z EDGE SPACED APPROXIMATELY 20" O C ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS U C/-) _J REQUIRED AND KILN DRIED LUMBER AS SPECIFIED. IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU TRUSSES ARE DESIGNED IN ACCORDANCE WITH z - w CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. S Y ~.y.~ BRACING -0.035" x 1 1/4" HIGH TENSILE STEEL CONSTRUCTION X-BRACING IN ALL UNOBSTRUCTED CORNERS. o IL.L_d ~ r SIDING PANELS (KYNAR) - 0.019" MIN., G90 GALVANIZED STEEL WITH AN ADDITIONAL BAKED-ON KYNAR-500 W 3 FINISH. COLOR IS 1 MIL. THICK ON EXTERIOR. (KYNAR 500 IS A REGISTERED TRADEMARK OF PENNWALT CORP.) I- z W w ROOFING PANELS (KYNAR) - 0.019" MIN., G90 GALVANIZED STEEL WITH AN ADDITIONAL BAKED-ON KYNAR-500 W ~ c~ o FINISH. COLOR IS I MIL THICK ON EXTERIOR. (KYNAR 500 IS A REGISTERED TRADEMARK OF PENNWALT CORP.) TRIM - DIE-FORMED TRIM OF 0019" MIN G90 GALVANIZED STEEL ON GABLES, RIDGES, CORNERS, BASE, U W 1 WINDOWS AND DOORS WITH SAME PAINT FINISH AS ROOFING AND SIDING PANELS z ~ GUTTERS - 5" BOX TYPE GUTTERS, COLOR TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING Q Iry HEATING, PLUMBING, VENTILATION, AND ELECTRICAL WORK - BY OTHERS, NOT PART OF THESE PLANS. El~ Q cFg~\F\cKf6 NOTE: MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC 'iy v AS;~ JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. p „ui un.rr ' 4bp:' ~~'t1p4s'a49'Ad. i!~6''d~ CS335WKK 2-91 p`u\ g6NG~NSID 9 P`S"HOER FORE LONErXING 1Eg1\N6 DEF PLUMBER CERTIFIG ER CERTIFICATION ON LEAD CONTENT E )CONTENT BEFORE 4TE OF OCCUPANCY is used CERTIFICATE OF OCCI 'R USED IN WATER if Copper tubing SOLDER USED IN V forwater snail ba SUPPLY SYSTEM C' I SYSTEM CANNOT system: Piping Only "XCEED 2110 OF 1 )2/10 OF 1% LEAD. DRAWN BY: 875 D Ct types K Or` DATE: 5-16-91 1 CHECKED BY: )Fri DATE: RECEIPT OF THESE PLANS DOES NOT CONSTITUTE ACCEPTANCE r SHEET IVn INDEX APP110;1JELo A. H01 OF THE BUILDING ORDER BY MORTON BUILDINGS, INC. L /Y C.'{h'~lq"J~kVu A" Caf"eiV=)) REVISED DATE: ALL WORK INITIATED PRIOR TO ACCEPTANCE OF A BUILDING c~ DATE; A1`-_BPN #1 L ORDE IS PERFORMED AT CUSTOMER'S OWN RISK. L.~HEET DESCRIPTION y J S0 S;REVISED DATE: FINAL WORKING DRAWINGS FOR BUILDING PORTION WILL BE 1 OF 8 SPECIFICAT~CNS & SHEET INDEX PI(G4i~ nliN( LFIIAH J s.~. REVISED DATE: PREPARED AFTER BUILDING ORDER IS ACCEPTED. ? (1F R MI I INANI PI ONI , "Rm, m a I' 0',~ gIA'G L`F P+6H ~IVl&VT qT F+m. 'si,. n / FOIR T'nE REVISED DATE: . \1 !i:° E l 11 HIV[. 3 OF 8 BASEMENT PLAN .::.a .I"'J IEOLIU.(_1' I HEREBY CERTIFY THAT THIS PLAN AND 4 OF 8 ELEVATIONS SPECIFICATION WAS PREPARED BY ME OR G UNDER MY DIRECT PERSONAL SUPERVISION 5 OF 8 SECTIONS AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER AND COMPETENT 6 OF 8 SECTIONS TO PREPARE THIS DOCUMENT ?~~L~L~~~~ 7 OF 8 SECTIONS ~LL i.14 ~S. CHL RrP _ 4 r~~ii 8 OF 8 TRUSS DRAWING DATE 1 REG. NO. 51Z l9 y~li 1~ ^ ~ !Lrd ~Ii'. dll<,. ~ '~R~34.Y.'i.~•~~~a 4l P SCALE: SHEET NO. OF B COLUMN PLAN LEGEND ? - " LAMINATED COLUMN LOCATION Z a O • - HEADS HEADERED TRUSS LOCATION o Q - 3068 PEASE GLASS ENTRY DOOR w p - (2) 3068 PEASE PLAIN WALK DOORS p - (4) 3068 31HR. FIRE RATED DOORS w ® - (2) 3068 WOOD INTERIOR DOORS p - 3068 LOUVER BI-FOLD CLOSET DOOR o 0- (8) 6'x4' C34 ANDERSEN WINDOWS v Z m W/GRILLES & SCREENS (UNIT DIM. 5'-11 7/8"x4'-6") ® - (3) 4'x3'-6" 0436 ANDERSEN WINDOWS O U & O RAYNOR Y DOORS (ONEW/JAME PROTECTORS OVERHEAD ONE W/SOLID DOCK BUMPER) - 30"x30" ATTIC ACCESS PANEL Qo - 26" CIA. FTG. W/(10") THICK READ[-MIX 26"DIA. PAD. PLACE (4)50// BAGS OF SACKRETE PRE-MIXED W/WATER AROUND COLUMNS DOUBLE PURLINS IN FIRST BAY WHEN SETTING. FOR SNOW DRIFT LOAD. N 12'-21/2" 12'-4" 12'-5 1/2" 7'-41/2" T-6" 7'-6" 2'-6" 7-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-10 1/2" o INTERIOR' z COLUMN 12-2 7/2" 24'-6 1/2" 37'-0" 7'-4 1/2" 14'-10 1/2" 27-h I/2" 29'-10 I/f 37'-4 1/2" 44'-10 I12' DIM 4-10 I12' 52'-4 1/2" 59'-IU I/2' 67-4 I/Y' 74'-10 I/2" 82'-9" (n A z J o 800 L A U z z S 2"-0" OVERHANGS Z (SIDES VENTED) W K J W _ -II -II ~ = Y d m O 221 o ~ I ~ r A i - z \ ~I DN I ~ 5 s W w J 2'"x8"x10 0 ° „ R URED CONCRETE I µ ~ - m RAFTERS 7'-6" STAIRS TO BASEMENT I ry I W " - OFFICE ° 16'x26' o I z Y~- Q ry BALOD © L~ $ _ _ - a J( 8" BLOCK WALL FOR I n 3 HOUR FIRE RATING i I i i I " o a A DRAWN BY: 875 DRF 7 7 DATE: 5-16-91 CHECKED BY: \ a 'i - - 6'-1 I/2" TC - DATE: - REVISED DATE: 9~ = REVISED DATE: 5 K REVISED DATE: 0 I 1~ o° 0 0 0 0 • va•'nln i i ® REVISED DATE: CONC. DOCK i/ 6 0 WALL B v~,p~vgnoEvaas~eu~~>eAy, A vp ~ v tr y.°~e 8 5 Ste' T-a I/z" I 14'-1o i/z" I zz'-a 1/2" I zs'-lo 1/2" I a7-o" s-m I/r 1s-m i/z' zz'-a 112" I zs'-m I/z" I 37-4 1/2" I 41 -10 112. I /0? 44'-10 112' 52'-4 1/2° es'-io 1/2' 63'-9° 76-0" 82-9- 1~ 6 ;;1174-,-sl 43 P-6. Y-6, 2._6.. 161/2 12'-3° 8Z BUILDING T-41/2" T-6" 7-6" T-6" 7-I I/2" 3'-101/2" 12'-6" C 6" T 6" T-6" (Jf q COLUMN / 37'-0" 82 -9" DIMENSION 82'-9" QA i •d yVL ,~foo r.;y*"W PIOIg60At2NE°, I I I I SCALE: PORCH COL DIM 6'-21/2" 7'-3" 7'-6" 7'-6" 7r-6" 7-1 1/2. ~T SHEET NO. OFU z a Q W N S p ~ N W I ~ W N K W p 4 m ' ` W p Qv' O u/V n/J V 0 w J z z w_ O II .I •C r w 3 I- z 4 5/8"x5"x16" w W BEAM POCKETS a 0 o_ W 0 3-1 1/2°x16" Up Z _q 2"x12" JOISTS LAMINATED Z VENEER LUMBER ® 16'" O.C. HEADERS r Q r y Q 36" SQUARE FOOTING 2"x12" JOISTS 3-1 1/2°x16° LAMINATED _ ® 16" O.C. VENEER LUMBER HEADERS F -1 LJ LJ I 2-1 1/2°x16" _ LAMINATED `o VENEER LUMBER 2"x12° JOISTS `r7 _ HEADERS ® 16" O.C. DRAWN BY: 875 DRF 3 DATE: 5-16-91 CHECKED BY: -1 L J S DATE: LJ LJ REVISED DATE: 2"x12" JOISTS 2-1 1/2"x16" REVISED DATE: LAMINATED ® 16" cc. VENEER LUMBER REVISED DATE: - - HEADERS REVISED DATE: Z 1 h".S".1 F" BEAM POCKETS m;;r,~m;;rtSYC~ny.- i q.,, ..Sy,: i~Ciljp: i rn'.w 12•_4• 24,_8•. 3Y-I 1/2" ,..E 12'-4' 12'-4" 12'-51/2" * *DIM TAKEN FROM EDGE FOUNDATION DIM 37'-1 1/2" OF BLOCK WALL SCALE: SHEET N0. BASEMENT PLAN 3 oE8 VENT-A-RIDGE A-RIDGE SHINGLES r z a O VENT-A-RIDGE - a ~ w o s 5" O.G. GUTTERS w > ro N K W ~ W lt: 0 m T#138 TRANSITION TRIM FT1 KYNAR HI-RIB STEEL WAINSCOT T/64 BASE TRIM V P l/ ry/J RUBBER DOCK BUMPER v SOUTH ELEVATION (HY OWNER) 14._0.. I ~ 0 Lv Z Z D Y O W 4 } T/{150 DRIP TRIM W 3 & T#144/146 } I- z W w 4 I C T//150 DRIP TRIM o I & T#144/146 z / W ~ 0 Z r TT Z F_ Q Q 0 e Ell, T#21 CORNER TRIM WEST ELEVATION R i1Z., SLOPE 4' a, EAST EAST ELEVATION p 4 32'-G" DRAWN BY: B75 DRF i ~VENT-A-RIDGE DATE: 5-16-91 CHECKED BY: ,F DATE: VENT-A-RIDGE REVISED DATE: REVISED DATE: O.G. GUTTERS _ REVISED DATE: r _ REVISED DATE: u f w 37KYNAR 138 TRANSITION TRIM HI-RIB STEEL WAINSCOT 50 BASE TRIM NORTH ELEVATION SCALE: SHEET NO. 40F('3 FIBERGLASS SHINGLES (1)LAYER(S) ROOFING FELT zz 1/2" CDX PLYWOOD a 2"x4" PURLINS ® 16" O.C. a ~ w o (NO. 2 SPF) E~ INSULATION STOP/AIR DEFLECTOR ~ I w 2"x4" BEV. PURLIN T#150 DRIP EDGE w z 2"x6" BEV. FASCIA ° U Z 5" O.G. GUTTERS e O ~ 4 ~ 4 m U T#144 & 146 FASCIA TRIM 60' S.C. TRUSS ALUMINUM SOFFIT Z R-30 BLOWN-IN INSULATION HI-RIB/SOFFIT CAP 4 MIL VAPOR BARRIER 2"x6" OVERHANG NAILER INTERIOR HI-RIB STEEL 7'x4" TOP BLOCK (3) 1/2"x5 1/2" M. BOLTS & (12) 20d R.S. NAILS HI-RIB STEEL (KYNAR) co 2"x4" NAILER & T#105 ^J 3-2°x6" LAMINATED COLUMN (3) 1/2"x5 1/2" M. BOLTS V (4 ) ROWS 2"x4" NAILERS 2100f MSR SPF Q GRADE TO HEEL C w 2°x6" TRANSITION NAILER 60' S.C. TRUSS z T#138 TRANSITION TRIM (3) 2"x6" STUB COLUMN O C z TwT PROTECTIVE LINER 0 HI-RIB STEEL WAINSCOT (KYNAR) HEADER NAILING SCHEDULE T#64 BASE TRIM HEADER STUB JAMB LLJ z (1) ROW 2"x8" SPLASHBOARD 1 Y LiJ MEMBER COLUMN COLUMN t,F~~ w w EA 2"x12" 12 14 4" CONC (BY OWNER) a 2"x6" HISS 4 NOTE. U CORNER AND ENDWALL COLUMNS WILL HAVE 15" DIA. HOLES W/4" THICK READI- NOTES' LL MIX PAD. PLACE (1)50# BAG OF SACKRETE (5) 2"x12" HEADERS (IN 0.1 SYP) 1. NUMBERS ABOVE ARE 20d IRS. NAILS Z AROUND COLUMNS WHEN SETTIIIG. REQUIRED PER CONNECTION. z 2 PRE-DRILL HEADERS AS REQUIRED TO PREVENT SPLITTING Q 3. IF NUMBER OF NAILS REQUIRED FOR HEADER TO JAMB COLUMN CONNECTION 46M BASE ANCHORS IS EXCESSIVE TO CAUSE SPLITTING. Q 2"x6" BLOCK THE EXCESS NAILS MAY BE INSTALLED IN HEADER SUPPORT BLOCKING, T# 124 10" THICK READI-MIX PAD. PLACE T# 129 OH D. (4)50# BAGS OF SACKRETE PRE-MIXED W/WATER R AROUND COLUMNS WHEN ALUMASEAL SETTING. T# 151 24"DIA. T# 154 I To 152 OHD HEADER DETAIL B-B 7'x3" JAMB (BEYOND) SIDEWALL SECTION A-A (3) 2"x6" JAMB COLUMN (BEYOND) 80 M.P.H. WIND LOAD 2"x6" HEADER SUPPORT BLOCK (BEYOND) DRAWN BY: 675 DRF DATE: 5-16-91 CHECKED BY: DATE: REVISED DATE: REVISED DATE: REVISED DATE: II,REVISED DATE: TYPICAL LUMBER SPECIFICATIONS MATERIAL DESCRIPTION DESIGN VALUE Fh ,~.~wnNlNlNn~ 2"x8", 2"x10", 2"x12" NO. 1 S.Y.P. 1,600 P.S.I. COLUMNS N0. 1 S.YP. 1,700 P.S.I. s caggg}}}'~Q 4 2"x6" NO 2 & BETTER S.P.F. 875 P.S.I 2"x4" NO 2 & BETTER S.P.F 1,000 P.B 1. L V L LAMINATED VENEER LUMBER 2,800 P S.I. '4p0'yYeAnolae~~~ GLU-LAM 2,400 P.S.I. D S.8, ORIENTED STRAND BOARD SCALE: NOTE' HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS SHEET NO. 5 OF8 OFFICE: - RIVERHEAD, NEW TORN Jae Na. 128-5036-P ~ ' } 112 x3 1/2"x}/Ifi STEEL COLUMN + NOTE' + NOTE HOLD THE BOTTOM OF GROUT TO BE PLACED UNDER COLUMN S. ABOVE TOP 9"x9.x1/4" BASE. (MUST BE OF PAD TIGHTLY PACKED) C GRADE E~ N * NOTE SET TOP BE PAO BELOW GRADE „ TOP OF PAD -(4)1/2'00 ANCHOR BOLTS, SET R R 4 I/2' ABOVE THE TOP OF PAD RAFTER LOAD LIVE LOAD 30 PRE X4 REPAIR B" LONG AT CORNERS II. _ II TO SUPPORT DEBAR - DEAD LOAD 7 PST CEILING LOAD 4 EST NAIL RAFTER TO STUB u. u. TOTAL LOAD 41 PSF W/(Y})20d R.S. NAILS I REBAR SCHEDULE' e A) X4 KEBAB 5' O C BOTH DIRECTIONS ] ROWS 30' LONG EACH DIRECTION. 36" 50 B.) REBAR TO BE HELD BACK 3" FROM SIDE OF FOOTING, P /AIn j H G 1 CONCRETE FOOTING DETAIL #1 0 3-2'.12" HEADERS _ (NOT SYP) r z FIBERGLASS SHINGLES (I )1/2 RCM PLLOYWFING OODFELT 2"xfi" RIPPED i0 V2"xBPLATED RAFTER PLATED RAFTER 2"x4" PURIINS 0 16" 0 C FIT (N0.1 STP) B 7'-6" O.G 7 GO Z (NO 2 SPF) NAIL OUTSIDE HEADERS z W 2"v6" BEV FASCIA , W/(1 4)20d R 5 NAILS 12 = rc 5" 00. GUTTERS TO144 k 146 FASCIA TRIM ICOLUMN- BOTH FRONT k BACK OF COLUMN 4 3 z 2x4" STRIPPING 0 16O.C 2'16" BEV /2'x1 W w PURLIN 1 1/2 x4 5/6 " Z R-30 BLANKET INSULATION ~2x6LAMINATES ON EACH SIDE OF COLUMN Q FRAMING AMING CLIPS 2'x5' RAFTER (N0.1 STP) -3-2 TII DRIP EDG E 2"x4" BEV PURLIN 2"x BFACEBOARDS 4 MIL VAPOR BARRIER S-2x6LAMINAI"x6" LAMINATED COLUMN 2"x6 ' PURLIN5 W/CLIPS 192" O,G, q} (DUE SPF) PORCH FRAME ]'-G' 0 C W (2 ) 1/2x5 1/2" M, BOLTS e (12) 20d RS NAILS 12x512 M BOLT z 6" MESH 2'X6" OVERHANG NAILER 2'x4" NAILER) 2"x6" BLK. 2'x6" BEV FASCIA Q 2',4' TOP BLOCK HI-RIB/SOFFIT CAP 7/16" OCR- TX164 h FASCIA TRIM 5" O G GUTTER Q ALUMINUM 5OFFIT HI-RIB STEEL (KYNAR) 6" BLANKET INSULATION W/ SOFFIT 2"x4" SOFFIT SUPPORT 4 MIL VAPOR BARRIER ADJ JOIST HANGER (2) 2"x4" SOFFIT 3-2'K6" LAMINATED COLUMN HEARTS 0 (3) 1.6" CEDAR HEADER ( 2 ) ROWS 2x4" MAILERS 21001 MEN SPF 2'x6' BLOCKS 4' O C, CEDAR 1/2" DRYWALL AROUND COLUMN 16•_O•• 11' 0' 13' 6' 13'-6 2"x4' STRIPPING 016" 0C DE DECK LOAD 9'-4 7/6• 2"x6' TRANSITION NAILER 10,-B' TX138 TRANSITON TRIM LIVE LIVE LOAD 100 P S F TOP OF CORE PROTECTIVE LINER SPF"G SOLNEi OVER DEAL WALL TO HEEL ( HI-RIB STEEL WAINSCOT(KYNAR) LA HEADERS IOTA R DEAD LOAD 10 P 5F 3-2.6 LAM COLUMN TOTAL LOAD 110 P.S.F. PRE-COMPRESSED ED ULTRA-SEAL 76M COL SOCKET W/ (4) 1/2"x2 I/2" 2"x12" JOISTS ® 16 OLD 16 O.C iO50 NAIL W 2 SA W/ PLATED LAGS k (4) 20d GALV R S (NOI SYP) BASE (2) 1/2'.10" PLATED ANCHOR BOLTS (2) 1 1/2"x16' LAMINATED VENEER TRIM 2'x4" TREATED W/PRE-COMPRESSED ? LUMBER HEADER (2800 lb) 1MINATED VENEER FINISH GRADE ULTRA-SEAL (2800 lb) BUILDING GRADE 6'-1 1/2" 5'x3 1/2'x16" ID -0 [WIN "xl6" LUMBER/HEADERS (2600 ~)ENEER 3"x15" BASE PLATE R-11 KRINSULATION KRAFT FACED BEAM POCKET 4'-0' INSULATION 2.6 BLOCK (BEYOND) CKET NOTE HOLD DIMENSIONAL LUMBER JOISTS 1/4" ABOVE LVL HEADER 46M BASE ANCHORS TO ALLOW FOR SHRINKAGE DRAWN BY6]5 ORF 2" BLUE BOARD DIFFERENCE B" LONC, FOUNDATION WALL DATE 5-1G-91 VERTICAL REIN NM1 REPAIRS 0 EACH COL } /2x} I/2 e}/Ifi STCEL COW MN :EL COLUMN 4" THICK REA01-MIX PAD PLACE CHECKED BY: (I)50N BAG OF SACKRETE AROUND LSET IN LTG NOT TO O EXCEED 21 21 0 0 C MIN. HORIZONTAL REIN 2-g4 REBARS. I AT 6' E5 A COLUMNS WHEN SETTING DATE: HEAD BLOCK FORT FROM TOP, AT 6" FROM BOTTOM, ADD SO NO BARS ARE MORE THAN 135" APART HEADER SUPPORT REVISED BY: REVISED BT: REVISED BY, 6 REVISED BT: 4' CONC FLOOR q" TYP FTG W/ 2-N4 REBAR5 UNLESS SPECIFIED i6- OTRERWSe 36' S0. SIDEWALL SECTION C-C SCALE 0406110k SHEET N 80 MPH WINO LOAD 6 OF8 r I z a 2' OVERHANG 2"x4" PURLINS ® 16" U RUNS ®i6" O.C. 2"x6° BLOCK FASTENED TO WALL W/ a tO = o 1/4"x2 3/4" TAP CONS 2' O.C. E~ o ~ w I > w ~ N 2"x4" BLOCK FASTENED TO WALL W/ KYNAR HI-RIB STEEL 1/4"x2 3/4" TAPCONS 3' O.C. W O U Z ~ V m 2"x4" NAILERS FASTENED TO WALL W V W/1/4%2 3/4" TAPCONS 3' O.C. INTERIOR HI-RIB STEEL 2"x6" BLOCK & T#18 T//11 2"x8"/2"x10" PLATED RAFTER 2"x4" STRIPPING ® 16" O.C. 2"x4" PURLINS ® 16" O.C. 1/2" PLYWOOD 2"x4" PURLINS ® B" O C (NO.2 SPF) (NO.2 SPF) 1 C~ I I I I I I II 2"x10' END RAFTER END RAFTER u (3) 2"x12" HEADERS WRAPPED w J W/1/2" GYPSUM BOARD 3-2"x6" UPRIGHT (BEYOND) ;HT (BEYOND) Z Z W 3-2"x6" STUB COLUMP 3 STUB COLUMN -2"x12" HEADERS HEADER NAILING SCHEDULE o r HEADER STUB JAMB 3 3-2"x6° LAM. COLUMN W/2"x6" LAMINATES (2) 1/2" PLYWOOD SHIM° EACH SIDE & 2"x8" FACEBOARDS ON BOTH ® STUB LOCATION DIAL) _YWOOD SHIMS MEMBER COLUMN COLUMN W DCATION ONLY Z FRONT & BACK. 2"x4" FACEBOARO EA 2"xi0" 6 4 LLJ w o Z 2-2"x6" VERTICAL BLOCKS TO SUPPORT HEADER. FASTENED TO BLOCK WALL W/ 1/4"x2 3/4" NOTES 0 TAPCONS 3" O.C. 2-2"x10" HEADERS (NO.1 SYF 1 NUMBERS ABOVE ARE 20d R.S. NAILS LyJ =RS (NO.1 SYP) 112" DRYWALL REQUIRED PER CONNECTION z 12.-5 1/2" 2. PRE-DRILL HEADERS AS REQUIRED TO PREVENT SPLITTING 3. IF NUMBER OF NAILS REQUIRED FOR Q 1 HEADER TO JAMB COLUMN CONNECTION - STRIPPING IS EXCESSIVE TO CAUSE SPLITTING, ® 16" O.C. THE EXCESS NAILS MAY BE INSTALLED Q 3-2"x6" LAMINATED COLUMN (BEYOND)- N (BEYOND) IN HEADER SUPPORT BLOCKING WINDOW HEADER SECTION EE SPECIAL COLUMN SOCKETS -8" CONCRETE MASONRY UNIT WALL FOR 3 HOUR 3/4" T&G PLYWOOD FIRE RATING 4" GONG FLOOR OOR;i 2"x12" JOISTS (NO.1 SYP) ® 16" O.C. WPM III III- I' ADJUSTABLE JOIST HANGER I I I-III-1 R-11 KRAFT FACED INSULATION -I 1 0.II- -0 2-1 1 2"x16" LAMINATED VENEER III- " / 2"x12" HEADER (N01 SYP) LUMBER HEADERS (2800 TAPCONED TO CONC. 4" O.C DRAWN BY: 875 DRE 3-1 1/2"x16" LVL'S (BEYOND) 2" BLUE BOARD PERIMETER INSULATION DATE: 5-16-91 10" GONG FOUNDATION WALL MIN. VERTICAL REIN. /j4 REBARS IY EACH COL CHECKED BY: LOG SET IN FTC. NOT TO EXCEED 16" 0 C. DATE: MIN HORIZONTAL REIN. 2-#4 REBARS, 1 AT 6" REVISED DATE: FROM TOP, 1 AT 6" FROM BOTTOM. ADD SO NO REVISED DATE: BARS ARE MORE THAN 12" APART. REVISED DATE: REVISED DATE: 2"x6" BLOCI( UNDER HEADER 3 1/2°x3 1/7"x3/16° STEEL COLUMN zx~ 4" CONC FLOOR K'Gy; 994lJ 1~ I. TYP FTG. W/ 2-#4 REBARS UNLESS SPECIFIED r OTHERWISE i6• 36" SO SIDEWALL SECTION D-D SCALE: 80 MPH WIND LOAD SHEET NO. 70F ( } z a a~ wM w~ U Z ~ LL m U 4 O ~ Z P /^'n V -ry0J V U Q W z - z w_ Y M\ O II •1 •I r 3 z W Li W ~ c~ TRUSS SPACING 7'-6° DG. LIVE LOAD 30 PSF NOTE: WEBS ARE 2"x4"s EX 4"s EXCEPT WHERE NOTED DEAD LOAD 7 ESE RAFTER LENGTH 31'5- TOTAL G LOAD ESE H 31'5-7/8" W TOTAL LOAD 40 0 ESE LUMBER STRESSES SES TOP CHORD No 1 z 16x10 PL 18 CA. LO LOWER CHORD 1950 MSR c Q O T C #1 9x11 PL 2'X72,. i 22. x 7 1'3" WEB y1 11x15 PL. rn. 2'•x4" WEB 11x13 PL STIFFENER ,?.•iii• 3, ti WEB 2 2"x4'• WEB STIFFENER 2'7 2'7-. 12 WEB #3 1C WEB #4 16x11 PL S. B. WEB es 5x13 PL. 770•~ h 20x9 PL. 18 GA. DRAWN BY: 875 DRF 3'g, 16x9 PL. 18 GA. DATE: 5-15-91 PL TC 16x8 PL 18 GA. 18 GA 5x10 PL WEB #6 WEB #6 /r2 CHECKED BY: 4x5 PL TC, DATE: 10x15 PL. 9x17 PL. ::~i n LOWER CH D • • 2°x6•• 15-1/2" REVISED DATE: 2"W' REVISED DATE: REVISED DATE: CAMBER AT CENTERLINE 2' 4'10-3/16" 12'8-7/8" 20'7-3/8" REVISED DATE: f 29'10-1/2" TRUSS DESIGN S)ECIFICATION Truss has beep designed by computer using the Purdue Plane Structure Analyzer IAW current standards and 6 H L S. C. TRUSS specifications Of-ecognized engineering principles. Output data will L. provided upon request ' LUMBER SPECIFICATION 11986 NOS for Wood Construction V y lm, ` Lower Chord - 1951f - 1 5E MSR Southern Pine Top Chord No. K.D - 15 Southern Pine fh Web Members No. ' K.D. - 15 Southern Pine - i~•~~y.lLYel",r. TRUSS PLATE SPECIFCATION (ICBO Evaluation Report No. 2929). ASTM A-446, Grate A 2t Go. and 18 Go where noted, galvanized steel Moton tr.ss plates identified by a hexagon stamped e1ry 1- /4" along the center of the plate SCALE: SHEET NO. 8 OF8