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Home My WebLink About33482-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY Date: 06/02/08 NO: Z-33061 THIS CERTIFIES that the building SELF STORAGE BUILDING Location of Property: 20345 CR 48 (HOUSE NO.) County Tax Map No. 473889 Section 96 (STREET) Block 1 CUTCHOGUE (HAMLET) Lot 1. 4 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER I, 2007 pursuant to whicb Building Permit No. 33482-Z dated OCTOBER 23, 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 TWO STORY SELF-STORAGE BUILDING (#4) AS APPLIED FOR. The certificate is issued to KOS LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTHICAL CERTIFICATE NO. 8639 OS/22/08 PLUMBERS CERTIFICATION DATED N/A .hziZ~ Rev. 1/81 13'+ -d-! 'TI 11 "~I Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 , , - L~-- l 23:0'1 'rq' \ _,___~_1...'-~~,G APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildiugs, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3, Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/1 0 of I % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: I, 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 - $50.00 5 T'm"'"m C~;","" of O<,olmo" " R",d,o",[$ " 00, comm::,:1 'I 50li:2 ? / <) t; r/ I New Construction: Old or Pre-exlstmg BUlldmg. (c eck one) Cv fc floo-V?, Location of Property: C} e; C c? M t11 t;? R CO- House No. Street Owner or Owners ofproperty: PO Ii 'T Ii Fat( f:- /J f{ I uff Hamlet Sc-/r <77olf.l9Co- &'J,( Lot (!)( Suffolk County Tax Map No 1000, Section 1000 n It c 6cPoc/(7 . Permit No.3 3 Y ~)..-' Date of Permit. Health Dept. Approval: pOT r FISt! Block Subdivision Filed Map. Applicant: Lot: Underwriters Approval: Planning Board Approval: Request for: Tep.; Certificate Fee Submitted: $ .) ~ C/o ? ?:'3D\p \ ~G/L{3~2> Final Certificate: J (check one) ~%:L Applicant Signature 1~~'.~~i''.l''~:V'f''''~';:''~1!''';;'i';'ir"'1\1:""'~"""Yli,,"'jl"":""'i'I"~"""+~t'/'.<:'r;r!'!";.'r"'~""'C"'''''''':''''~''''''''i':i'i '..i"',,"" '''''''','''''':'',~''':''':''0i''''>,;'i,:'''' 'fe":''!!,li'"'''''' ;;":~i:t)~. ~. I SUFFOLK '.:, I~,u,~~.~~:: ~ (ilii INSPECTORS.inc. I;, ~ ~( '....:.;'!' ~) t:~~ .,,~ '" 40 Nottinghem Drive, Middle Isl..nd. NY 11953. elk ~1 Telephone:6314958136 . FllX:6319806455 . E-Mail:saEIGS@gmail.com f~i ~ CERTIFICATE OF ELECTRICAL COMPLIANCE ~~ ~:,; 8 h d E Se X Certlfi~~te No.: 8639 fi;;i ,:0; Applicant: rig t 51 elect. rv, nc. ~ .," Wi,i, Rough In Inspection Date: May 22 ,2008 Final Inspection Date: May 22 ,2008 rig lnll Application No.: 8639 Building Permit No.: i:{~1 l'~ ~,~ ~ Suffolk coun~ Tax M~,P No.: ~l :;;:j This Certlflcate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or ;t,~ I'(~\ work described below I instil lied by the applicant named above, located at the premise of and not al'ter the final ii"1 ".i, inspection date above: ", M 81' :d ~ l~ ~~ I~i Owner: North Fork Self StorBg8 'if, [;:1 Site Location: 50 Commerce Drive, C;utchogue, NY 11935 t'f', ~ Owner's Address (If different): ~~ ~ ~ .~ 0 Residential ~ Indoor ~ Basement ~ Service 0 Shed [l,~ ~~ RI Commercial ~ Outdoor RJ First Floor 0 pool [J Hollub ~:}! t:~ ~ New 0 Renovation ~ Second Floor 0 Allie 0 Garage ~ii ~ ~ I~ 0 Addition 0 Survey Other: . ii!i1 . ~~~ ~ ~~ SIngle _ -,,00 0Up1ex Rocpl CelIIng Fixture I e8 H10 F"""'" ' 12 !~i W~j lllftlO """"" 6000rn HoI_ GfCI Rocpl , 5 WIll FixtUre Srnol<e !,}.",.1, ,.~,~ . . 0!ii Main Po""l , 1 AC COI1<l 18 SII1!li. RBCpt - FhdlJre CO Detect :i:'i I~ ~ ',:', Slit) Panel 2 AC BlOWer 18 fit3nge Rccp1 Aourescem 64 Pumps t;':'..' 11'raI1sfo"",,, """'Ion... D!yerReopt EmOfllllllC'( ! 15 TIm. Clod< ~ ~Jj Olooon.... SW"""" Twlol Lod< e.. Fi>rtUf"" ' 11 ~ll ~ - ~ f,~ji GFCI Brooker HMt PvmP E1ed1ie Hoot ""'" Luminal'" - Fan i.::',.::~.'~J' t9;i . \~i Other EquiprMllt ll-Occul"'nov Sonsors, 64-110 Minute TimerS, 1.EJ..."" 100 omp . '.Freight EI_ 40 ""'p ~;:i ~ ~~ ~;ijThe electrical work and/or equipment de5cribed above were inspected and appear to be In compliance ~;l f1i with local, state and national electrical code requirements and this offlce.f?i ~ ~ :~~ Applicant Bright Side Elect. Serv, Inc. License No.: 3681E !.;.I 'I.~;.l.... Inspected By: Gene Surdl :& f);1 ~ii 4f/L Dale Of Certificate: May 24 , 2008 ~~i ~ ,~I ~ I,~' ~ . ~ ~l Signature: . . ;:1 "'1/""',_ ' i::<:',,I; ~",~I,':i~'::,~;."ll'~tj'~";il~\i~,(.j~~R'l;r,1./!!.,,~71;;<::'iflJ<if!cr;,;~I~;r~mpiG'''''p.\~~1! ' !:~,(.; " - ,,- ",.-.,,':,. 'l,/,:' " _.,f'; ;~,_~,~!:~.:J,~:'f'~~9"{N):'~ ''Z;;:~s~::'/\..~':l/1.1o:.'(~J?S;'(i'ff~~~;f.'4'1?''i';',~','i.;,,~\'i,:"\';','I4->':\'W~'W ...;~ ~' _ , _" ' fl(:! 3 '3 L/'8 ;ik'""_~--" 2008-05-2713:24 BRIGIIT,SIDE ELE Pagel KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND MAIUNG ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE WCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair ~;~._-- ~-~.-':. " J; ii . " Telephone: 631 765-1938 Fax: 631 765-3136 i.'l i 9 ' ''f r:: ,"', i !, 1"1 - - "11 /' / i I ..J PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 27, 2008 Martin Kosmynka PO Box 1270 Cutchogue, N.Y. 11935 Re: North Fork Self Storage 50 Commerce Drive, Cutchogue SCTM # 1000-96-1-1.4 Dear Mr. Kosmynka: At your written request dated May 14,2008, Planning Department Staff performed a final site inspection of the entire site build out. In reference to the above, the Planning Board held a work session on May 27,2008 to discuss the approved site plan prepared by Kenneth H. Beckman, L.S. dated December 2001, and last revised August 7, 2007, 2006, the resolution dated June 12,2007, the as-built survey last revised May 15, 2008 and staff site visit comments regarding the above referenced site plan. In reference to the above, the Plarming Board has determined the site plan requirements have been satisfied and include the following items: I. The Planning Board accepts the as-built survey revised May 15,2008 for the building location as shown noting all the site changes. 2. The Planning Board accepts the configuration changes of some doors, windows and the decorative band as built with the Building Department approval. 3. The Planning Board accepts the addition ofa IO'x 40' gravel area in side the fenced site at the location ofthe fire access gate on the south east side of the property. North Fork Self Storage Page Two May 27, 2008 4. The Planning Board accepts the changes of the eight parking space enlargements in the southwest side of the parking lot as built for temporary parking of trucks. 5. The Planning Board accepts the changes of the handicap parking spaces as built at the site. All handicap parking stalls, access aisles and signage must comply with New York State Code and ADA requirements. 6. The outdoor lighting appears to meet town code requirements and be shielded so that the light source is not visible from adjacent properties and roadways. 7. The Planning Board approves the site with the owner's agreement to install the final downspouts as soon as the new material is received. Any future changes to the as-built site plan referenced herein must be approved by the Planning Board. Respectfully yours, fr+i3-LV~I.( Jerilyn B. Woodhouse Chairperson cc: File Building Department Town Engineer 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. 33482 Z Date OCTOBER 23, 2007 permission is hereby granted to: N F SELF STORAGE PO BOX 1270 CUTCHOGUE,NY 11935 for : CONSTRUCTION OF A TWO STORY SELF STORAGE FACILITY (BLDG 4) WITH FIRE PROTECTION SYSTEM & PLANNING BD. APPROVAL AS APPLIED FOR at premises located at 20345 CR 48 CUTCHOGUE County Tax Map No. 473889 Section 096 Block 0001 Lot No. 001.004 pursuant to application dated OCTOBER 1, 2007 and approved by the Building Inspector to expire on APRIL 23, 2009. Pee $ 15,086.00 I~ J".d r.:21 ~_, , Authorized Signature ORIGINAL Rev. 5/8/02 NfSvX~ 1115 ~ TOWN OF SOUTHOlD BUilDING DEPT. ~31F 2.- 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL ~l FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION -- 8 JL.-- DK. INSPECTOR rvrW ~f~ . :3 34P2 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [N!IRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 2DO-#G JI~~ .a>~ ~~. ~;V ~ '(EZ)-~77j) DATE G/~ -Ov INSPECTOR 3 3>1f~ ()- 2- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING v(J FINAL [ ] FIREPLACE & CHIMNEY [ ) FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRAnON REMARKS: N ~,) R. A "4-- u"'-~ I A:{ 0/(17 ~_' ~ '\:)I(';;'""" . 1r~.tQY'- .~~. 6./\ ' '~--Ik- .0 J-.,. ..........<., , <1 ~~ / v j)Jv24-U/-,(.t;. '1ffd-J- + ~A..J.<t-1:z~. , f a~<-~' ~~'-=-_ ~~ , N~ ~ ~ '~) ~~J. ~(Ok)~~~ An_,~ INSPECTOR ./ r ' /J ' ~e~,;;;, ) DATE S-'f-t>8 /liP ~ ~~~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY l>4 FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: hNlrL {,',u :iN~fl6L71OYJ - ~Z/) DATE .05 -- 2 2 - 0 J? INSPECTOR ~~~ f 33'tl??-z TOWN OF SOUTHOlD BUilDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING pQ FINAL ~', [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRAnON REMARKS: ~~~~~- ~"P~~ ~.~. ~ {(It ~, E-~ rJ-~ ~, DATE S-r3-o ~ INSPECTOR ~~ May 22 08 12:31p David DiGiovanni 516 759-7138 p.2 DAA .. .. DiGiovanni and Associates Architects 26 preston avenue sea cliff, ny 11579 (516) 671-3624 fax (5161759-7138 email DAA93@lmsn.com May 22. 2008 Town of South old Building Department 53095 Main Road Southold. NY 11971 Re: North Fork Self Storage 50 Commerce Drive Cutchogue, NY SCTM 1000-96-01-1.4 To Whom It May Concem: Please be advised that to the best of my knowledge and belie!: the above referenced buildings have been constructed per the approved plans and comply with the New York State wind loading requirements. rOSOlllhi)ld~.1:2 t)8 20011-05-2213:23 DIGIOVANNI,DA 5167597138 Page 2 May 22 08 12:31p David DiGiovariiii- -f.m, 759~7138 p.3 DAA .. .. DiGiovanni and Associates Architects 26 preston avenue sea cliff, ny 11579 (516) 671-3624 fax (5161759-7138 emaH DAA93@msn.com March 5. 2008 T ovm of Southold Building Dept. 53095 Main Road Southold. NY 11 97] Re: North Fork Self Storage 50 Commerce Drive Culchogue, NY SCTM 1000-96-01-1.4 To Whom It May Concern: TOSOl(~llOkI ],~(j8 2008-05-2213:23 DI GIOVANNI, DA 5167597138 Page 3 May 27 08 12:48p David DiGiovanni DAA 516 759-7138 p.2 .. .. DiGiovanni and Associates Architects May 27, 2008 Town of South old Building Department 53095 Main Road Southold, NY 11971 Re: North Fork Self Storage 50 Commerce Drive Cutcbol,'tle, NY SCTM 1000-96-01-1.4 To Whom It May Concern: 26 preston avenue sea cliff, ny 11579 (516) 671-3624 fax (516)759-7138 email DAA93@msn.com Please be advised that to the best of my knowledge and belief, the above referenced buildings have been constructed per the approved plans and comply with tbe New York State building code including: . Wind loading requirements. . Foundation . Footings . Damproofing . Framing and strapping . Insulation . Plumbing . Pressure tests r .,-'-- , aia 1: ~ ' i , TOSOUllw:d 5.27 oa 2008-05-2713:40 )1YJ~ D1GIOVANNI,DA 5167597138 I;"{ A Q (I":' ~ ~;--~r--:~.-l . , ") J Page 2 FIELD INSPECTION REPORT DATE I COMMENTS 'J.i uJ.., ..L'" ~~ ~~ FOUNDATION (1ST) . FOUNDATION (2ND) i;>t- ~~ ~-L~ c" ROUGH FRAMING & PLUMBING 2: o 9-/' ~ .,L<Z1 ..., V\ ;<I '" '" ..., ~. L c/' -~I-- \ C)-<j ~o ~~; t~r~- FINAL :r:: ~ '" ..., ~ Ct.. 7-' '{I f'J.J.(.J RA:t;..~. L u..Jo iAJ~ (...au 1,'(\ j. /1. :1->. ".. u'tiJ~ t:J~ I '., :d. I,;.). u .~~ O~ (<.jfOA.'^-v ,.{) .'A J " '01:'_ : ~-J-;.Ol/oJJ . F~,' - ~ l_'A n~ ~O I ~.._'--L- !(J'I- ovctiJ' 'L I' e {/, 7.h. -" ,J.- d).v - ('..eAt", ~..,JlP..l ' V fo-).-c'l /!.L.2J....~Ir~. 111.. -:+-", _0. L ~ uz.;\t- ~.'J/ ~ I- ~ .JJ.- ,)J ,au"jlJl r>./J./'l y,..,< 'nJ 'J'C' r ADDITIONAL COMMENTS ~ ~ r ~ r ---r, f') 0 .,\, I . :E '\ zT< ~(;\ -.-.--- INSULATION PER N. Y. STATE ENERGY CODE ,,/..-1'7 - z: /l. /f. eeL I I ~ ~-b--o~ f}(l{; ~(()14.D2- ~SlJtU::. 1<25J- P,AsS'i:;--{) I r h~ k~ (~ - f SPl!ltJnt3l- fJ1oM/lJ0/1&- I',t;:;~ A I ~~ 15 UXIrl-nN ST1tJe nu.€YL S cz.c,u tV&,- P7N'7T/2/tfJo/lJS ftzf-fff1f.PJ~ JibJJJr:." ~ A ,AI 5-'2.-2--oi' h~ .hJS{)w'l<3\1 1vh...<ZV) - Oft... rot.. W'k' ~ , - f<.&\.& ~-S - OCf, K Jr CIV\X. M-," 1/. [J:rJ /~'- ~../I ..7,;;; / '1 () 11.. \..J. .5 d- )...-0 '6 R -II- (I.eJ\'t-, ,,~ " ,~ 11_' - r.. .'1h. u./ I 1. JJ O~'~'A ~,+ v '(/ u 4 , .Cl 'V \Y - , G r-" Tit ~ l..^ -{ 'i' i"J '-.../ Cd ~ ..., - 0 2: ~ ~ ..., :r:: l;:j i"J .., ~ . (-~\7 fs I -l~. J , I i ~ \ (;1 ~~~~I~~i1~~;' 1.1' TOWN HAL II J " SOUTHOLD, NY I'197L TEL: (631) 765-1802, ,r FAX: (631) 765-9502 T~"V. ' C~, 'T~O' -, SoutholdTown.N orthFork.net PERMIT NO. Examined ~/).;>, ,20 07 Approved Disapproved ale IOlc9 3,20H r Expiration 1(;~3 ,2ref- BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey 33 t/ 5?d.- -6 Check Septic Form N.Y.S.D.E.C. Trustees Storm-Water Assessment Form_ Contact: Mail to: Phone: f(~. I Building Inspector APPLICATION FOR BUILDING PERMIT Date q/Jr ,20 !?1 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. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspecwr may authorize, in writing, th~ extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICA nON IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of South old, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspectionu- ~ ~ , (Signature of applicant or name, if a corporation) So C 1P1H(#f U)?( IF ()f(<.JD 'T; M (Mailing address of applicant) C~IC"tJ'f()tr I-' Y /(9 JS State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 'iff"? 57b!?146f:,l LC- C jJ1/'fI37/ )J k' 05 A Y/v/:: /9 . (As on the tax roll or latest deed) tho:!r: o~ce~ o wVJ!l:- pot< TH ,Pot< r - Name of owner of premises j-{ 0 s It c (Name and title of co orate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. I. Location of land on which proposed work will be done: 0 "50 CVI11jt{I?(<Ce ()Q)UP House Number Street ru(clfo7Ujf Hamlet County Tax Map No.1 000 Section 0 1 fo Block' tJ l Subdivision f'I()l1r/1 {bf( /C :JtJ(?t.) -;rA ,"'t. Filed Map No. (Name) pl'/-RIL Lot e:J tJ I. t..j II ). J r; Lot 'f 2. S~. ,,',"og ~ md 0='''0' of prem"~ mdio'"d'<l ~ md ocrupm~f propoood 000 ~ a. Existing use and occupancy tv IJ f( 11 f}c.J <.J <::J P ~n: b. Intended use and occupancy / Addition Other Work Alteration 3. Nature of work (check which applicable): New Building Repair Removal Demolition 5' (}O I.L- (Description) 4. Estimated Cost Fee 5. If dwelling, number of dwelling units If garage, number of cars 6. Ifbusiness, commercial or mixed occupancy, specify nature and extent of each type of use. vh-~F ~ V $0 (To be paid on filing this application) Number of dwelling units on each floor 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of ejtire new construction: Front (; 0 Rear G () Depth;).. /5 Height 3. CJ Number of Stories '2 9. Size oflot: Front Rear Depth 10. Date of Purchase 7/;rj CJ -6 Name of Former Owner I II. Zone or use district in which premises are 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 &--"'NO_ 14. Names of Owner ofpremisesl'l, KoSI< y~1r.1'l Address 50 ,r<>I'ff'1/ CV Phone No. 7Jf- J./ 77 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES _NO v/ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY B-REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_NO_ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. //0/7 , , LJ:' vIPdjlf 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 da7ey, 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. (S)Heisthe OL,,'1uu / ~.tA"kv (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. "",..AN J. NAGY Notary Public State of New Yor~ No. 4896735 all ynied in Suffolk County ~ ~ Co mission Expires May 20...11. Signature of Applicant Sworn to before me t~ ~...-+ . day of ~ ;[U/ 20.12L North Fork Self Storaqe Amendment Paqe Two June 12. 2007 WHEREAS, on March 22, 2007, Suffolk County Department of Public Works responded after review and attached a copy of their previous correspondence, dated January 17, 2006, stating a permit was not necessary; and WHEREAS, on March 22, 2007, the Architectural Review Committee reviewed the architectural drawings and made recommendations and the Planning Board accepted these recommendations at their Work Session on April 16, 2007; and WHEREAS, on April 9, 2007, the Southold Town Planning Board, acting under the State Environmental Quality Review Act (6 NYCRR), Part 617.5 c, initiated the SEQR lead agency coordination process for this Unlisted Action; and WHEREAS, on April 11 , 2007, the Suffolk County Department of Planning responded after review stating, 'The staff has examined the proposed action entitled "North Fork Self Storage" bearing the stamped date of March 16,2006. Comparing this action with the one that was previously referred to the Commission, the staff did not find any substantial difference between the town actions. It is the policy of the Commission not to review any action that it has previously considered unless there remains substantial differences" and the Planning Board accepts this response; and WHEREAS, on April 11 ,2007, Suffolk County Department of Health Services responded after review stating that an application has not been received to date and encouraging the following land use measures: 1. Maximum use of native species for landscaping purposes. 2. Minimal use of fertilizer-dependant turf and landscaping. 3. Employment of stormwater runoff control measures necessary to maintain runoff on-site; and WHEREAS, on April 30, 2007, Suffolk County Department of Health Services responded to the Planning Board's SEQRA coordination, dated April 10, 2007, stating the application, reference #C10- 05-0010, was issued final approval on October 27,2006; and WHEREAS, on May 2,2007, the Cutchogue Fire District responded after review stating "the area is adequately protected and will not require any additional water or vehicle access for the site" and the Planning Board accepts this recommendation; and WHEREAS, on May 7,2007, the Southold Town Building Inspector reviewed and responded 'The proposed use Public Warehousing is a permitted use in this LI District and is so certified"; and WHEREAS, on May 14, 2007, the Southold Town Planning Board, acting under the State Environmental Quality Review Act, pursuant to 6 NYCRR Part 617.7, performed a coordinated review of this Unlisted Action. The Planning Board established itself as lead agency, and as lead agency, made a determination of non-significance and granted a Negative Declaration; and WHEREAS, on May 17, 2007, the Southold Town Engineer reviewed the site plan materials and replied stating the adjusted drainage calculations are satisfactory and building heights and separations should be reviewed by the Building Department and the Planning Board accepts these comments; and North Fork Self Storaqe Amendment Paqe Three June 12. 2007 WHEREAS, the Southold Town Planning Board, pursuant to Chapter 55, Notice of Public Hearing, has received affidavits that the applicant has complied with the notification provisions; and WHEREAS, the following items shall be required: 1. All outdoor lighting shall be shielded so that the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. The lighting must meet Town Code requirements. 2. All signs shall meet Southold Town Zoning Codes and shall be subject to approval of the Southold Town Building Inspector. 3. As per the Landscape Survivability Guarantee, the applicant agrees to replace any of the landscaping which dies within three (3) years of planting; be it therefore RESOLVED, that the Southold Town Planning Board has reviewed the proposed action under the policies of the Town of Southold Local Waterfront Revitalization Program and has determined that the action is consistent as outlined in the April 18, 2007 memo prepared by the LWRP Coordinator; and be it further RESOLVED, that pursuant to Southold Town Code 280-131 Part I, the applicant agrees to incorporate all the requirements, comments, and recommendations of each reviewing agency as referenced above and as indicated on the site plan and corresponding attachments; and be it further RESOLVED, that the Southold Town Planning Board grant approval on the site plan sheet prepared and certified by Kenneth H. Beckman, L.S., dated December 2001 and last revised June 7, 2007, Architectural Drawings A-1, A-2 and A-3 prepared and certified by David A. DiGiovanni of DiGiovanni & Associates, dated May 30, 2007, and authorize the Chairperson to endorse the site plans with the following conditions: 1. If necessary, the owner, agent and/or applicant shall receive approval from the Suffolk County Department of Health Services for the approved construction and submit such approval to the Southold Town Planning Department for review. If such approval varies from this approved site plan, the Planning Board reserves the right to review a new site plan application. A copy of the Suffolk County Department of Health Services approved plan must be submitted to the Southold Town Planning Department within thirty (30) days of receipt. If the applicant/agent/owner fails to adhere to this requirement, this approval shall become null and void. 2. If necessary, the applicant/agent/owner must obtain a Phase II State Pollutant Discharge Elimination System (SPDES) Permit from the New York State Department of Environmental Conservation (NYSDEC) for the approved construction. A copy of the NYSDEC SPDES Permit must be submitted to the Southold Town Planning Department within thirty (30) days of receipt. North Fork Self Storaqe Amendment Paqe Four June 12,2007 'I 3. The owner, agent and/or applicant must ensure all necessary safety precautions have been provided for during any construction at the site for anyone utilizing the storage facility. 4. The site plan approval requires that all work proposed on the site plan shall be completed within three (3) years from the date of this resolution. 5. Prior to the request for the Certificate of Occupancy, the owner or authorized agent must request, in writing, the said Building Inspector and the Planning Board to perform an on-site inspection to find the site improvements are in conformity with the approved amended site plan. 6. As per the letter from the Planning Board, dated May 7, 2007, final site plan satisfaction for this amended site plan will not be issued until the final asphalt base for the entire site has been completed and an inspection has taken place. 7. Prior to the request for an on-site inspection, the applicanUagenUowner must submit a copy of all required approvals from any necessary agencies to the Southold Town Planning Department. 8. If the as-built site improvements vary from the approved site plan, the Planning Board reserves the right to request a certified as-built site plan detailing all the changes. 9. Any changes from the approved site plan shall require Planning Board approval, and any such changes without Planning Board approval will be subject to referral to the Town Attorney's Office for possible legal action. 10. The Planning Board will issue a final site plan approval in the form of a letter following a site inspection and at the time the site improvements are found to be in conformance with the approved site plan. A copy of the approved site plan is enclosed for your records. As per the Town Code, one copy each will be distributed to the Building Department and Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, ~4K/~ c<ferilyn B. ~oodhouse Chairperson Enc. cc: Southold Town Building Department w/map Southold Town Engineer w/map File I __0> I ~,.-_.- I 19112" I MOUNT FLUSH W1Tl-1 WAlL&. ~_()~ Db GOO~'~"''''",,"'' .::{~~: i:(j~)~/. .~,~". ~~ ~:;.:+t~ :;r::~ .::.~h~~' CONC-ANCHOR AT PIT lEVEL ALL R-OORSABOVE PIT TYPICAL BRACKET MOUNTING SAfETYBEMI REQ'D. PER OSHA 1926.502 PROVlDED&INSTALLEDBYOlHERS'AS=~ DlRECTE08YTHYSSENKRUPPFlElDOFFlCE DESIGN LOAD: SOOOLBS.(STATlC, NOTlIolP":) /iTOPGUOERML~TTO BEINSTAUEOAS REO'O.ASOVE FINISI-lED FLOOR IN OVER/-IEAD. SUPPORTTOBEPROVlOEOBY GENERAL CONTRACTOR. >- -II n - ~ ~ , ~ - -----" - ----- ---- - ~ , . 0 I " ~ " ~ , ~ U ~ ~ Sill " z ~~ , 0 . " 0 9~ I ~ ~ ~ :I: . . g '0 U ~ " . ffi " ~ " ~ , W Z u I u . FINISHED FLOOR , , >- ~--1 -< - 9 g8 ... "'-~ ~. ELEVATOR HOISTWAY ~uf~ : Fg~ ,.. ~~~~ <~~... ~~~~ ~ ~ E ~ rF1N. FLR. ~~~!l! I I 1 FLOOR-FLOOR " ~, NET TRAVEL TOPO.T. BOTTOMO.T TOTAL TRAVEL , I , ~ I L , I MAXIMUM , UNSUPPORTED I RAllBR.O.CKET SPACING=11'~ , THE BUILDING DRAWINGS DID NOT INDICATE A HAND OF DOOR. LEFT HAND HAS BEEN SHOWN SINCE IT APPEARS TO BE THE BEST FOR THE TYPICAL APPROACH ANGLE. (CENTER OPENING IS NOT AN AVAILABLE OPTION.) TRAVEL 10'.(l" ".... 22'.{I" . . + 8112" 23'~112" p ~ ~- - ~Li"O"""'''''''''"''" I FLOOR LEVELS EXCEEOS I MAXl"'U~t AN AODITIONAL GLnDE RAIL BRACKET MUST BE PROVlOEDMllJWAY. , I - , t . ~ ~ .:; FlOOR'CO PLEASE VERIFY IF ACCEPTABLE. -r ~ PRIMARY FIRE SEFMCEl LOCATEDATFLR 1 WIALTATFUt 2 ~ ::: ~ ~ . r g ~ - ~ ::: ,,~ '~ z u . I , ! J:-- Il~---: -h 'I'-- OIL LINE, ,!-=.t FIMSHEDFLOOR -MOUNT RAIL BRACKETS AT1'-S" BELOW EACH FINI~EDFLOORLEVEL. , ~"~ . , ~~ ~ ". ., ISUMPPIT , '!lCOVER ' t~_~__J ~ . SECTION VIEW NOT TO SCALE FINISHEO~LOOR ~J ~~IS"'. ;;;:":":'"0 "t Ml:~~: "1;' ".'~" =~ I LS1LL CONCRE-; .... ~:..: - \ _ SUPPORT ANCHOR',';':.' '-SILL SUPPORT EDGE OF .., <.' ASSEMBLY HOISn\'AY \!B;YELEVATOR CONTRACTOR AT ALL FLOORS FASClA SilL SUPPORT DETAIL e-;;:;- - ----r I ..'"'~ SEEIIOTE12..J -- TYPICAL I ~.~ '1':tl5= IC>.S<>J ICA.SE'I 5'-9" -I 4'.{J1/L POWl:RUNlTTN'< 3'..(1 1/8" H. MAX- 2400 LBS. MAX. INCLUDING OIL '" I CONTROLLc", r-- 4'..s"H.MAX -- 2"O!L LINE FRO!.lTANl\;] TO 2" SItJTOFF VALVE TOILUNE(.l54'WAL,;FROM SHUTOFF VALVE TO JACK. 11 MIN OF 3'..(l"\OR4'~"::J WHEN FACING EACH OIHER) REQ'DINFRONTOFALI ELECTRICAL PANELS. DISC. SW. ABOVE CAR LIGHT, ALARM~\, CIRCUITWIDISC. SW. AND/OR PHO'~E 'r CIRCUITANDJCT.BOX .6- I ,<.,~ $~' : ~~~~iNG HEAT LOAD IN MACHINE ROOM DUE TO ELEV. EQUIPMENT = 21236 BT1J/HR MACHINE ROOM PLAN LOCATION: ADJACENT AT LEVEL C A MEANS TO AUTOMATICALLY DISCONNECT THE MAINLINE F'CM'ER SUPPLY TO Tl-lE ELEVATOR PRIOR TO Tl-lE APPlICATION OFWATERINTHE ElEV, MACHINE ROO!.l OR HQISTV',','.YWlLLBE FURNISHED BY Tl-lE ELECTRICAL CC'NTRACTOR. THIS MEANS SHAlL NOT BE selF RESETTING. ":' b ~ 30" INSERTS (TYP) LOCATE AT BRACKETS SHDWNINSECTION.", I ,:_..:~ ,..,.R'-'ODNS_.....-"""~.<>l....,'CT. """Oo.DC>.''''''''''I'''''''''.'OEi;~ c"'."'c-COo.D>"SH-:"'l>"...."""".TMEOl><El! """"'2. T~''''....OOlc>.DS'''''''''''''''''"' "TTeoM"'_ I ~= I C<SI'" c",., 00' ", '5O m . . VERIFICATION PLEASE VERIFY WAlL THICKNESS FlR.FLR TRAVEL DOOR LOCATION ANDTYPEATEACHl.ANDING OK BY: OK BY ~ THKtlESS WAlLTYF'E HOI$TWAY SIZE FINISHED WALLS , O' MASONRY OK BY' OKBY: , 0" MASONRY , O' ~~~ /1 , ~0>F ~E: t;-'I- ~~ LK -*q> f- t TO , Of TARGET I HOLES=6'-6518" I TARGET HOLE ~~o ;,,,.1 I ~ ,=O,,~~ ~FACEOFRAlL FORMED GUfDE RAIL ItlSTALLATION 'f 'I I. c:: ~~ ~::';:1 ~$j W:;;:~""f.:_~:o\~ . THE STARTING CURRENT 15 ADJUSTABLE FROM 2 TO 4.5 TIMES THE MDTOR RATED kC. AAFS. Tl-lE STARTING CURRENT OF 3 TIMES THE MOTOR RATEDA.C. AMPS IS A NO!.lINAL STARTING CURRENT VALUE. (SEENOTE6) A. ~ RAIL BRACKET MOUNTING SLWACE .. 1'-4" CLEAR HOfSTWAY . 3'..(1" 3'..(1" 6'_3' BETWEEN GUfDES I 11/T _,~ 6~PLAITORM ~'~ 5'..a" MIN. CLEARINSIOE ..-SUMPPITBYG.C. "II I ~ -Jr1/T 8" WIDE x S" HIGH ELEC. RACEWAY, 8"xS"PIPESLEEVE,LOCATION TO BE COORDINATED WITH ELEVATORSLPT. II , , , , ~____J ': ~ ~ i ~ I'''''' I'""'~ ~ i i ~ -+--~<:~:~~ ~J l'JACK(TYP) 't . ~ . 0 . ~ 5 0 ~ .':- ~ ~ . ~ " ~ 0 i/ ~ ~ ~ " z ~ ~ . ~ . ~ . ~ , . -- ~ ~ ~ ~ -- > CARSTATION~ = - ~~ 1-, .,L-, ,.II.: FACEOFRAI~-! I 4tQ" '''1 11" r "'.{J"CLEAROPENING 31/T 5"-3" ROUGH OPENING 4" I IN'. BETWEEN CENTER LINE OF JACKS I II: 2'.5. 1'09112" ~ I~ HOISTWAY PLAN NORTH ELEVATORMEETSANSIA11.12000 CODE NOTE Ac OIL PIPE LINES AND FITTINGS SHALL BE PROPERLY SUPPORTED TO RELIEVE STRAIN NOTE S: AU REACTIONS INCLUDE ALLOWANCE FOR IMPACT. NOTE C lHYSSENKRUPP ELEVATOR TO BE NOTIFIED OF ANY CHANGE TO ELEVATOR ---.roiS1WAY OR MACHINE ROOM DESIGN NOTE 0: ELEVATOR DESIGN & FABRICATION BASED ON ESTIMATED CAS WEIGHT SHOWN LAYOUT -mROVAL WILL BE CONSTRUED AS FINAL CAB WEIGHT, UNLESS OlHERWISE; NOTiFIED OILDRAULlC ELEVATOR CONTRACT DATA TYPE: AMEE50HLS SPEED: 110 FPMUP 1:l5 FPr.lOOWNMAX. OPERATION: TAC20-OO CAR ENCLOSURE: LAMINATED PLASTIC DOOR TYPE: TWOSPEED.LEFTHAND PLATFORloInK 41/8 fINISHEOFLOOR: BYOTHERS TElEPHONE: BYELEVATORCOMPANY PlTl.AOOER: BY OTHERS POWER UNIT: Ep.l25 40 HP PQWERSUPPLY: 208V3PH60CYClES STARTING: SOLlDSTATE GLOPU: 8261 GLOJ:B&15 JACKMOOEL: 3-TTWlt#TELE OVERTRAVEL: S" TOP 8112" BOTTOM PLUNGERO_D~ TOP SECT.: 3.(1" MDLSECT.: 4.25 WALL THI<:.31~ CYUNOERO.D.: 5.15. WALL Tl-ll<: .25. NET AREA 211.8181 SOIN BOTTOM CAR RUNBY: 6" CAR BUfFER STROKE: 2112" BET'I'IEENPlTFLR.&CARBOLSTERONCOMPRESSEDBlFFER: 2'--2518" BUFFER REACTlON (1YP. AT EACH BUFFER)_ 11001LBS. EST.WORl(lNGPRESS. 4116 PSI CAR IS~3.21 FORMED L-..J I S~7.14 FORMED L-..JI ~=1.38 FORMED 1--1" FRAME 11~S.B2 CROSSHEAD 11~28.60 BOLSTER I ~~2.11 STILE A_l--85 1GAx6'x2112" A-2.15 1GAx8"x4" ,~1.009 1_10GA THE FOLLOWING CONDITIONS MUST BE MET BEFORE INSTALlATlON IS COMPLETED AND ARE NOT INCLUDED IN THE ELEVATOR CONTRACT; 1. A PLlJM!l, PRQPERLYVENTlLATEO HOISlWAY (ACCORDING TO COOEANC SIZES SHOWN). 2. ADEQUATE SUPPORT FOR JACK, GUIDE RAIL BRACKETS, AND BLFFERS (FOR REACTIONSSHOWN~ 3. HQISTWAY BARRlCAO:S AND AlL CUTTING AND PATCHING TO INSTALL HOISTWAY ENTRANCES, SILLS, HALL AlffiJRES, OIL AND ELECTRIC LINES. 4. PITUGHTS AND SWITCH, CONVENIENCE 0UT1.ETS WITtI GFCl PROTECTION PER NEe. PIT lADDER PER CAR (ACCORDING TO CODE). NOTE: MUST BE Q.EAR OF All ElEVATOR EQUIPMENT. 5. DEDICATED 120 VOLT,15 AMP. SERVICE, ALONG WITH TELEPHONE CIRCUIT WHEN REQUIRED, TO TER~NALS Of EACH REQUIRED CONTROLLER (AS LOCATED ON PLANVlEW) FOR THE FOLLOWING, _ CAR LIGHT AND ALARJ.I CIRCUIT WlTl-l GFCI PROTECTION PER "lEG - GROUP CONTROL WHEN REQUIRED NOTE: IF STANDBY POWER IS SUPPLIED TO ELEVATOR. CAR LIGHT ANDALAflM CIRCUIT AND GROUP CONTROL SERVICE !.lUST ElE STANJBY POWER BACKED. 6. BRANCH CIRCUIT CONDUCTOR SIZING, MATERIALS, AND lNSULATION {INCLUDING BRANCH CIRCUIT OVERCLlRRENT PROTECTNE DEVICE) TO COMPLY VIIITH ALL LOCAL ELECTRICAL CODES. * :l68 AMPS STARTING CURRENT WITH A MAX.ALlOWABLEVOLTAGE DROP OF 10% ---;re- AMPS FUll LOAD CURRENT VIIITH A MAX. ALLOWABLE V0I.1AGE DROP OF 5%. 122-5 AMPS RATED CURRENT W1Tl-l A MAX. ALLOWABLE VOLTAGE DROP OF S%. BASEOON 20SV,4<ItP I POWER REQUIREMENTS STATED INNOTE6 VERlAED8Y: ELEV'1 CAPACITY'5000 I NOTE: ALSO, A FOURTH WIRE OF SAME SIZE AS Tl-REE PI-lASE WIRES IS REQUIRED FORGROlJNOlNG PIJU'OSES TO MINIMIZE ELECTRICAl. NOISE INTERFERENCE. THE GROUNDING WIRE MUST BE CONNECTED TO THE BUILDINGS ELECffilCAL SYSTEM GROUND GEN. CONTRACTOR MUST FORWARD POWER REQUIREMENTS TO ELEC. CONTRACTOR. 1. AN ENCLOSED MACHINE AREA(ACCOROING TO COOE~ WITH ADEQUATE LIGHT. HEAT, AND VENTILATION (IIIIN. 50"F.. MAX. SO"F. WlYtl NON-COM>ENSING HU"'-DITYOF lll-SO"'), ANDSEALEDCONCRETEFLOORSLABS~ACE. NOTE: MUSTPRQVlDE ADEQUATE ODOR SIZE TO ALLOW INSTAlLATION OF EQUIPMENT, ORLEAVEWALLOUTUNTlLEOUIPWONTISINPLACE. 6. ENTRANCE WALl WlTl-l LINTELS MUST BE PROVIDED AFTER ENTRANCE ~ESARE SETORLEAVEAROUGHDPENING 15" VIIIDERANO 15" HIGHER THAN THE FRAME OPENING. SEE INSTALLATION PROCEDURES FOR FRAME_TO-Wm 1NTERFACE DETAILS TO ENSURE CONFORMANCE WITH Tl-lE LABELED ENTRANCE INTERFACE CONSTRUGTION. 8. POCKETS IN CORRIDOR WAlL (PER FIXTURE DRAWINGS) FOR HALL AlffiJRES. NOTE: MUST BE LOCATED AS DIRECTED ElY ELEVATOR CQNTR.\CTOR 10. SMOKE SENSORS (AS REQUlRED~ 11. CONDUIT AND WIRING FROM HOISTWAY TO ELEVATOR MONITORING PANELS (FOR SECURITY, LIFE, SAFETY, OR ARE REQUIREMENTS). 12. PIPE SLEEVES, TRENCHING, AND BACK FILLING FOR OIL ANOJOR CONDUIT LINES AS SHOWN OR LOCATED ElY ELEVATOR CONTRACTOR. CAR STATION: AURORA AXTURES, PU~BUTTONS MARKED C,l.2 DOOR OPEN AND CLOSE ElUTTONS, EMERGENCY STOP SWITCH, ALARM BUTTON, FAN/LIGHT SWITCH. EMEl'l.GENCY UGHT. ADA EXPOSED TELEPHONE, DISCRETE PI, CAR INOEPENDENT SERVICE CAR RIDING LANTERN: RETURN RAIL FORCES " " SEISMIC RAIL FORCES ZONE 2 l." ----3 C" 579LBS 11SLBS Fl ~ 983lBS F2 ~ 491 LBS. OMEGA RAILS DATE SYM. REVISION BY CHKD I DO NOT SCALE THIS DRAWING ELEVlIt 1 DESIGNEDPERASMEAl1.1 FOR: NORTH FORK SELF STORAGE ADDRESS: 5OCOMMERCEDRlVE CITY; CllTCHOGUE,NY ARCHITECT; DIGOVANNI '" ASSOClATESARCHITECTS GENERAL CONTRACTOR: NORTH FORK SELF STORAGE ELEVATOR CONTRACTOR: TINSSENKRUPP ELEVATOR WESTBABYLON,NY This drawing and all information thereon is the proprtetary property of ThyssenKnJpp Elevator and musl nol be made pub~c or copied. This drawing is loaned subject to relum on demand and is nol to be used dimctly or indirectly in any manner debimenlal 10 Iheinteresi01 ThyssenKruppElevalor. 8 ThyssenKrupp Eleva'tor DRAWN DATE I CHKD. BRANCH I VKSI to,-05lO1 I 1111 I JOB NUMElER DRAWING NO. IREV. SHEET NO I 01015 I I lQF1 EX7015 ( .. ""'j L--. 29 . , ---,., .J Permit Number c i .-'~ r""\ ~\. "TH(1' ~, Fnvelope Compliance Certificate Chcckoo ByIDate New York State Fnergy Conservation Construction Code COMcheck-EZ Software Version 3.0 Release 2b Data filename: C:\DrawingsINORTHF-I\2007\CURREN-l\NFSS.cck Section 1: Project Information Project Name: North F od< SclfStorage 50 Commerce Drive Cutchoguc. NY DiGiovanni ails Assoc 26 Preston Ave Sea Cill; NY 11579 Designer/Contractor: Document Author: T clcphone: Date: Section 2: General Information l Building Location (flr weather data): Climate Zone: Heating DC'grcc Days (base 65 degree.. F): Cooling Dcgrcc Days (base 65 dcgrccs F): Projeet Type: Window / Wall Ratio: S uliJlk, New Y od< lIb 5750 715 New Construction 0.00 \ BlIildi1H! Tvne Other Floor Area 40050 Section 3: Requirements Checklist Bldg. I DcpL t Use I I [ ] I [ ] I [ ] I [ ] I [ ] I I ] I ] I I I Air Leakage, Component Certifiealion, and Vapor Retarder Requirements 1. All joints and penetrations arc eaulkoo. gaskctoo. weather-strippoo. or otherwise scalc-d. 2. Windows, doors, and skylights ccrtifioo as meeting leakage requirements. 3. Component R-valucs & U-Jaetors labeloo as certi.fioo. 4. Fireplaces installoo with tight fitting non-combustible fireplace doors. 5. Stair, elevator shall vents, and other dampers integral to the building envelope are equippoo wi tb motorized dampers. 6. Cargo doors and loading dock doors are weather sealed. 7. Rcccssoo lighting fixtures arc: (i) Type IC ...tIoo and scaloo or gaskctoo; or (ii) installoo inside an appropriate air-tight assembly with a 0.5 inch clearance trom combustible materials and with 3 inches clearance Jrom insulation material. .- Cllmate-Specific Requi......ents Gross Area or Cavity Cont. Proposed Budget Comnonent NamcIDL"Sctintinn Perimeter R-Value R-Value U-Factor U-Factor Roof!: Metal Roofwith Thcnnal Blocks 13350 38.0 38.0 0.016 0.059 Exterior Wall 1: Metal Frame, 16" o.e. 5410 15.0 15.0 0.043 0.090 Door 1: Solid 126 0.300 0.142 InteriorWal11: Metal Frame. 16" o.e. 1707 15.0 0.0 0.120 0.142 Basement Wall 1: Solid Concrete or Masonry> 8" FuIring: None. Wall Ht 12.0. Depth B.G. 12.0 6960 14.0 0.064 0.113 Floor I: Concrete Floor (over unconditioned space) 13350 14.0 0.058 0.055 (a) Budget U-mctors are used iOr so/iwarc baseline calculations ONLY, and are not code requirem:nts. Envelope PASSES: Design 23% belter than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this pClmit application. The proposed C1lVelope system has been designed to meet the New YOlk State Energy Conservation Construction Code - in COMcheck-EZ Version 3.0 Release 2b and 10 comply wIth the mandatOlY rcquin.menls mthe . EtRs't~}.~l. ....... '/>-'> When a RegIstered Design Proi:sslOnal has sl lj.s'lllxl~i~ ~ they are attestmg Ihatlo the best ofhislhCl knowledge. bclie~ and proresslonal judgment ue ~l"'O/!,~fiaati.rnS~ e in comphanee with this Code. Q ~)} l1, -:;'.\l . . ",' Q',"" \1 f...... t\ * ~-'~-' ,.')" OdVid.Id-1GiOVllO"T'" Principal Envelope Designer-Name '816':1 ''<-J ~J-. ,,}- / !. OF Nf..'Il -'/;:1 """--~----:-..:::-';;". 10/'2.<1"101 Date . Permit Number Lighting and Power Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Soliware Version 3.0 Release 2b Data filename: C:\DrawingsINORTHF-I\2007\CURREN-IINFSS.cck Section I: Project Infonnation Project Name: North FOIl. Self Storage 50 Commerce Drive Cutchogue. NY DiGiovanni ans Assoc 26 Preston Ave Sea CiJI; NY 11579 Designer/Contractor: Document Author: Telephone: Date: Section 2: General Infonnation Building Use Description by: Proj eet Type: Whole Building Type New Construction Building Tvne Other Floor Area 40050 Section 3: Requirements Checklist Bldg. I Dept. I Use I I ] I I I I I ] I I I I I I I ] I ] I ] I Interior Lighllng 1. Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Walls Complies(Y/N) 24030 8448 YES Exterior Lighting 2. Type(s) of exterior lighting sources: ~Fluorcscct\t Metal Halide _ High-Pr. Sodium Exceptions: Specialized signal, directional, and marker lighting; lighting highlighting exterior i:aturcs of historic buildings; advertising signage; sarety or security lighting; low-voltage landscape lighting. Controls, Switching, and Wiring 3. Master switch at enlry to hotel/motel guest room. 4. hldividual dwelling units separately metered. 5. Minimum oftwo switcht.."S. dimmer, or occupancy sensor in C'ach space. ( I I I I ] I 6. ] I 7. I ] I 8. I I ] I 9. [ [ Exceptions: Only one luminairc in space; Security lighting, 24 hour lighting; The area is a corridor. stomge. n,,"Stroom, retail sales area or tobby. Automatic lighting shuto1rcontrol in spaces greater than 250 sq.d in buildings larger than 5.000 sq.<<. Photocell/astronomical time switch on exterior lights. Exceptions: Areas requiring lighting during daylight hours Tandem wired one-lamp and three-lamp ballasted luminaires. Exceptions: Electronic high-fi'equency ballasted luminaires not on same switch TransJimnen; meet minimum efficiCllcies listed in Table 805.6.1 or 805.6.2. Section 4: Compliance Statement The proposed lighting design represented in this document is consistent with the building plans. specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release 2b and to comply with the mandatory requirements in the R' . list. When a Registered Design ProJi:ssioual has st ~. P. ~"e. they are attesting that to the best ofhislher knowledge, belie~ and proJi:ssional judgment, ttf ,.oF!; . . are in compliance with this Code. #' """.cJ.l..~/.:; '" ~ /~,;-I!1 t~ .~:j;:~?'><~'1 ~ ~\d~b\'ovt1nn', \o{ VIr lo1 , Date Principal Lighting Designer-Name Lighting Application Worksheet New York State Energy Conservation Construction Code COMchecl;-EZ Sotware Version 3.0 Release 2b Section I: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allnwoo Area Watts Watts Id2) Iwatts/dZ) IE x C) 40050 0.6 24030 Total Allowoo Walts = 24030 Buildint! Tvne Other Section 2: Actual Lighting Power Calculation A Fixture ill B Fixture Description / L:nnn DesCJintion / WattlmC Per Lamp I Rallast C Lamps/ .EilUIw; D E F # of Fixture F ixtures ~ ill x E) Other (40050 sq.ft) 2 Other / Electronic 4 66 128 8448 Total Actual Watts = 8448 Section 3: Compliance Calculation Ifthc Total Allowed Walts minus the Total Actual Walts is greater than or equal to zero, the building complies. Lighting PASSES: Design 65% better than code Total Allowed Watts = 24030 Total Actual Walts = 8448 Project Compliancc = 15582 ~11 36 -}'\Lt 2/12/2007 Town of Southold Town Hall 530!J5 rVlain Road Southold, NY 11971 AUn: ,Jerilyn B. Woodhouse Dear Ms, Woodhouse, We hereby respectfully request a change to our fire gate in the front of our facility which is approximately 15' wide. WH would likH to make tha r gate a permanent operating gate, to allow for a second exit from the facility. We feel this would greatly improve traffie flow and truck access within the site. "y" would wire tIllS gale, to o]wrate in the same manner as the other two gates. The gates would open automatically If a fire alarm is tripPled, allowing for ca.sy aeeess fOj' the fin, dl"pilrtment. Tlwrp is a small patch of gTas.S in that area which would be l'C'moved and replaced with black top and curbs. Pleasl' look at marked site plan showing (he area I am refi,rencing. P]em;e do not besitate to contact me with any questions, ;11 In I\osmynk;l l'\or! h Fork Sr.]1' SrOl'Clgc CC: 1 (5 2007 (,)1 o z o ~ r-3 ~ () o S S ('D " co Q w , CD 0,) >-' , ~,1 '..i..! ~ I"'- <i . T ;,.;.i ~ D ~ ~ ,< ~ " r :f) Jq r., ~ ." OJ H){)'1.1f)-251:.;47 "-:'~31'jf:).31'36 - .tI"'''~~'<O.''''''_h'_'''''~ .., ,'....... .~ _ ...,.'. .,...,._._...-.''''___ -~,);.-.. __',."._~"~.......,.r.r~.'..< '~-.-:'J. ........ . ~ . ,~-".~,""', '" o lE[;lE~W 2/12/200i Town of Southold 'foil'!l Hu!'! OCT 2 6 2007 ):~(;~L-:, i\h\.'!, Ho;;d :-;outf1"id N\ 11:!71 Southold Town P1anni 8oan! ,\cLn: ,Jr',nh:'\ B \r\~u,Jcih\,:U:.,f~ ~..:...-::...:.:~._~__=:~.7_,,,:_,...~_-=,'.-~~:.'" 'n~ DNlf lI1s, Woodhou.(,_ A;; \'(,": knlJ\\ I wc:nt in fl"!:lt oll.h,. bUMd on Oc[ot,'r 22'..1. ] a"k('d th\~ Loanl t\.l ,,~lJ\}\\r w.; to put: rht, H'V.AC c()rnpressor~ Ji:)], huilding 4 in the c'a,'t(')')\ 'i' bulk!' an':l and llorthurn 4' buffcr "rea locatcd lKXi CU {he l'Udi(Hgl~ ha~in ~:'ldH \Jf the :;.;ltP. \-Y',:' \OYI1J U"ilf:.','hct\Y')['!!1 rlw i'.1rborvil';-)o;.;iI')Cl\tf-'d Ul ':-icrj:\c.n}ll~ the b\lHc.r I-ll.\..a tD C-Ot)ll"i,t!ihcll1 {n>rt1 vtew. 11.. V\,:ould he u t11ueh ltiOt'C (,fficicn.t 'way 1'(n' 'fH ':ompH-'SSOl'S tc) flltH': IOn. Ph"i.,f ...,,) lOl;";r h>H1\J'(' L' vnH;'It~t 1'n:.' wit,h an;'- qH".\~j 1011,:< Thnnk '1(:,: !\.fn l'ti.n l\.tl~~r.n.v nka North Felli Sdf St<;nIK'; r.-.; '.' ' , l~ 7 1 , j '----.. Tl.... _ JJ fB'j 1f\t P2!2 " " " ':"1 ""7 <:> 4~ .- () . " :; ~d s " ..-3 '" !"': =t: ~) t:J i"rj '" ~, '< C, ~; '." ~d _. ~~ - , -,I W ~) .. t:j t..;,. -.1 t~ -,I ~:tj ". ef), " - ~~ '" ,-1/ ';." () '.~.. ~ ~ ~:o ::- - ,.. 't> ;:" - ~ ,! 0' (~ '"' ;.r ~, ./., tr; " ~ - 'r:.: " (::. b '" KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND /}, ,,:; /?>? I;" - 't' MAIUNG ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE WCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair June 12, 2007 PLANNING BOARD OFFICE TOWN OF SOUTH OLD r-\ Mr. Martin Kosmynka \ r ", P.O. Box 1270\ ~"., JU~ \ ?. " J , Cutchogue, NY 11935 S' f N hF kS IfSt ~~;'l l--f-'-;-' ,,', 'J1 J Re: Proposed Amended Ite Plan or ort or e orag ". ;)' 3.::--' ~- Located on the n/s/o County Road 48, approximately 37 ' . 'pot Lane, known as 50 Commerce Drive, in Cutchogue ' SCTM #1000-96-1-1.4 Zoning District: Light Industrial (L1) ,~"", ~.~- I'!' \. r ["" I,' " "" , '. ,,' . , . .. . '," , Dear Mr. Kosmynka: The Southold Town Planning Board, at a meeting held on Monday, June 11,2007, adopted the following resolutions: The final public hearing was closed. WHEREAS, on March 13,2006, the Planning Board approved a site plan for a mini self-storage facility with 5 buildings of 37,925 square feet; and WHEREAS, on March 6, 2007, the Planning Board issued a site plan satisfaction letter for 2 of the 5 buildings, a 5,425 square foot building and a 6,900 square foot building, as shown on the site plan approved on March 13, 2006; and WHEREAS, on May 7, 2007, the Planning Board issued a site plan satisfaction letter for a third 14,400 square foot building as shown on the site plan approved on March 13,2006; and WHEREAS, the agent, Martin Kosmynka, submitted a formal amended site plan for approval on March 8, 2007; and WHEREAS, this amended site plan is for the proposed construction of a 40,050 sq. ft. two-story storage building where the basement is 13,350 sq. ft. and the remaining building is 26,700 sq. ft. and replaces two one-story buildings totaling 11,200 sq. ft. which were previously approved on March 13, 2006, all on a 3.06-acre parcel in the LI Zone located approximately 370' e/o Depot Lane on the n/s/o County Road 48, known as 50 Commerce Drive, in Cutchogue. SCTM#1000-96-1-1.4; and WHEREAS, North Fork Self Storage LLC is the owner of the property located on the n/s/o County Road 48, approximately 370' e/o Depot Lane, known as 50 Commerce Drive, in Cutchogue; and KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON . __ .JOSEPH L. TOWNSBND (-, I., MAIUNG ADDRESS: P.O. Box 1179 Southold, NY 11971 PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair OFFICE WCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY 7 "7 Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTH OLD November 5, 2007 Mr. Martin Kosmynka P.O. Box 1270 Cutchogue, NY 11935 Re: North Fork Self Storage Amendment 50 Commerce Drive in Cutchogue SCIM # : 1000-96-1-1.4 Zoning District: Light Industrial (LI) Dear Mr. Kosmynka: The Planning Board, at their work session on Monday, October 22,2007, reviewed your requests, date received October 15, 2007 and October 26,2007 (both attached), and approves the following changes to the approved site plan: . Convert the existing 15' wide fire gate along Commerce Drive to a permanent operating gate, to be used as an exit from the storage facility. The Planning Board accepts the October 29, 2007 letter from Cutchogue Fire District endorsing this change. The Planning Board approves this driveway opening provided that: o The 15' wide gate would operate in the same manner as the other existing 2 gates, i.e. open automatically should the fire alarm engage to allow additional access to the site for the fire department. o The direction of the southwestern travel lane must be revised to reflect the requested change. Once construction is complete, a revised as- built showing this correction must be submitted to this office for review. . The HV AC compressors for the approved 40,050 sq. ft. building may be located within the existing eastern 5' buffer and northern 4' buffer, screened from view by vegetation (arborvitaes). The Planning Board approves this change provided that: o The location of all HV AC compressors must be solely located on the subject parcel only. The compressors may not be placed on any neighboring property or share boundaty lines with any neighboring properties. o The existing vegetation suitably conceals the compressors. The Planning Board reserves the right to require additional landscaping if deemed necessaty. The Planning Board recognizes this proposed change will result in the reduction of two (2) parking spaces, however, the total parking (actual and landbanked) provided exceeds the minimum requirements. North Fork Self Storage Page Two November 2, 2007 Once all site work is complete please submit a request in writing for a final site inspection for site plan satisfaction. In addition, please submit three (3) copies of an as-built site plan depicting all changes onsite. All construction must comply with Town Code and NYS Code. This lener will serve as permission from the Planning Board for this proposed change. This lener does not condone any other site plan changes and or approvals from other agencies if required. Please do not hesitate to contact this office should you have any questions or need anything further. Sincerely, ~u ~ 0cWh~@ ~rilyn B. Wood~ouse Chairperson Cc: File James A Richter, Town Engineer (with anachments) MichaelJ. Verity, Chief Building Inspector (with anachments) Enc: Lener from Martin Kosmynka date received October 15, 2007 Lener from Martin Kosmynka date received October 26, 2007 . , Trachte Building Systems, Inc. Project Calculations Per 2002 Building Code of New York State Martin Kosmynka Cutchogue, NY TBS Plan Number: P-35820 September 27,2007 Table of Contents Upper Level Ground Level Hip Rafter Basement Structural Steel Pages AI-A5 Pages BI-B3 Pages CI-C5 Pages DI-D8 Reviewed Bv Ross T. Mori, P.E. Prepared Bv Matthew D. Weidner, P.E. ~n---- . CUSTOMER := 'Martin Kosmynka' LOCATION := 'Cutchogue, NY' PLAN_NUMBER := 'P-35820' CODEBODY = '2002 Building Code ot New York State' BUILDING DESCRIPTION ROOF PITCH in Rpitch := 5- ft ROOF ANGLE ROOF TYPE OCCUPANCY CATEGORY SNOW LOAD GROUND SNOW LOAD SNOW EXPOSURE CATEGORY e = 22.62 deg Type := 'Gable' UseGroup := 'II' SNOW IMPORTANCE FACTOR THERMAL FACTOR SNOW EXPOSURE TRACHTE BUILDING SYSTEMS, INC, PROJECT CALCULATIONS BUILDING HEIGHT BUILDING WIDTH BUILDING LENGTH HEIGHT TO FLOOR Use 'I' or'll' P 9 := 45.psf Esnow := "B" IS = 1 C,:= 1.0 Exp := 'Partial' ROOF LIVE LOAD 4 := 20ps! FLAT ROOF SNOW LOAD Pf:= .7-C..Crls.Pg Pf = 32ps! UNBALANCED SNOW LOAD Punb,'.nced = 47 pst SNOW LOAD USED IN DESIGN WIND LOAD WIND VELOCITY WIND EXPOSURE CATEGORY (~~ , WIND IMPORTANCE FACTOR EDGE STRIP WIDTH MAIN WIND FORCE [TABLE 1609.6.2.1(1)) WALL HORIZONTAL PRESSURE ROOF HORIZONTAL PRESSURE WINDWARD VERTICAL PRESSURE LEEWARD VERTICAL PRESSURE ANCHOR INFORMATION EDGE DISTANCE Ps = 47 pst V := 110.mph Ewind = "6" lw = 1 a = 3.733ft C = 17.55psf D = 3.95 pst G = -11.85psf H = -11.95pst EdgeDislance := 3 PREPARED_BY = 'Matthew D. Weidner' REVIEWED BY : height := 9.ft + 4.in BAY WIDTH bay := 10.ft width := 60.ft PURLlN SPACING psp.c.:= 5.ft length := 230ft INT. PARTITION PANEL P~.n" := 'no' lower:= 10ft + 8.in INT. LATERAL BRIDGING Bridge := 'yes' F/DC>"--- L;~c 1--cod = IlS p",S;- SEISMIC LOAD ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE BUILDING FRAME SYSTEM LIGHT FRAME WALLS wi SHEAR PANELS --- ----~----.... SEISMIC SITE CLASS / Sitecl.ss := 'D' \ SHORT PERIOD SPECTRAL ACC. .240 1 SECOND PERIOD SPECTRAL ACC. S1 := 0.073 SPECTRAL RESPONSE ACC. SPECTRAL RESPONSE ACC. RESPONSE MODIFICATION FACTOR SEISMIC DESIGN CATEGORY SEISMIC RESPONSE COEFFICIENT Sos = 0.256 S01 =0.117 Resp-,,-n&e~' (/S~i~micDC =y) ~ DEAD LOAD ROOF DEAD LOAD PARTIT ION DEAD LOAD ADDITIONAL LONGITUDINAL DEAD LOAD ADDITIONAL TRANSVERSE DEAD LOAD STRAP BRACING INFORMATION (IF REQUIRED) GAGE OF STRAP Gage := 16 WIDTH OF STRAP ws:= 2in DR := 5.psf Dp := J.psf Dl:= O.psf Dr := Opsf NUMBER OF INTERIOR ANCHORS Number_oUnterior_Anchors= 1 CONCRETE STRENGTH NUMBER OF EXTERIOR ANCHORS Number_ol_Exterior_Anchors= 2 DIAMETER OF ANCHOR Concrete := 2500 AnchorDiameter= 0.375 p35820.xmcd Al 9/26/2007 BASE SHEAR LONGITUDINAL TRANSVERSE WIND VWL = 82051b Vwr = 13131b SEISMIC VEL = 135941b VET = 6471b PANEL CHECK STRAP BRACES (IF REQUIRED) LONGITUDINAL SHEAR WALL PanelCheckL = 'ok' LONGITUDINAL Strap'L = 0 TRANSVERSE SHEAR WALL PanelCheckT = 'ok' TRANSVERSE StrapsT = 0 LOCAL FAILURE PanelCheck = 'ok' ANCHOR SUMMARY SHEAR UPLIFT DIAMETER LENGTH WIND I LONGITUDINAL I INTERIOR ShearWLI = 221b UpliftwLI = 5401b DiameterWLI = 0.3751n LengthWL1 = 2 in WIND / LONGITUDINAL / EXTERIOR ShearWLX = 210lb UpliflwLX = 3611b DlameterwLX = 0.375 in LengthwLX = 2 In WIND / TRANSVERSE / INTERIOR Shearwrl = 40 Ib Upliflwrl = 3581b Diameterwrl = 0.375 in Len9thwrl = 2 in WIND / TRANSVERSE I EXTERIOR Shearwrx = 4381b Upliflwrx = 4241b Diamelerwrx = 0.375 in Lengthwrx = 2 in SEISMIC / LONGITUDINAL / INTERIOR ShearELI = 1081b Upli~L1 = 951b DiameterELI = 0.375in LengthELI = 2 In SEISMIC I LONGITUDINAL I EXTERIOR ShearELX = 1081b Uplif~LX = 1981b DiameterELX = 0.3751n LengthELX = 2 in SEISMIC / TRANSVERSE / INTERIOR Shear ETI = 20 Ib Upli~TI = Olb DiameterETI = 0.3751n Len9thETI = 2 In SEISMIC / TRANSVERSE I EXTERIOR ShearETX = 2161b Upli~x = 171b DiameterETX = 0.375 in LengthETX = 2 in PURLlN INFORMATtON PURLlN LOADS UNIFORM LOAD END REACTION MOMENT LOAD COMBINATION 1 (FORMULA 16.10) wPuninl = 261 pit Rp,ninl = 1306lb MPuninl = 3266 ft.lb LOAD COMBINATION 3 (FORMULA 16.13) wPunin3 = 240 pit Rpunin3 = 11981b MPunin3 = 2996 ft.lb LOAD COMBINATION 4 (FORMULA 16.14) wPunin4 = -78 pit RPunin4 = -390 Ib MPunin4 = -975ft.lb LOAD COMBINATION 4 (FORMULA 16.14) wPunin4e = -126 pit Rpunin4ea = -5361b MPunin4e = -1575 ft.lb RPunin4eb = -4231b POSITIVE ROOF PRESSURE RootPressureP = 47 psf NEGATIVE ROOF PRESSURE RootPressureN = -28 pst MEMBER SIZES WEB FLANGE GAGE YIELD INTERACTION PURLlN (R.PANEL) WebpR = 7 FlangepR = 3 GaugepR = 12 FYPR = 33 InlpR = 0.726 PURLlN (SS) Webpss = 7 Flangepss = 3 Gaugepss = 12 Fypss = 33 Intpss = 0.931 PURLlN (SS wi BRIDGING) WebpSSB = 7 FlangepSSB = 3 GaugepSSB = 12 FYpSSB = 33 IntpssB = 0.726 PURLlN (WIND. MID, R.PANEL) WebNR = 7 FlangeNR = 3 Gaug"NR = 18 FYNR = 33 IntNR = 0.523 PURLlN (WIND. MID. SS) WebNSS = 7 FlangeNSS = 3 Gaug"NSS = 18 FYNSS = 33 InlNSS = 0.663 PURLlN (WIND, MID. SS wIBRDG.) We~SSB = 7 FlangeNSSB = 3 Gaug"NSSB = 18 FYNSSB = 33 IntNSSB = 0.523 PURLlN (WIND, END, R.PANEL) WebNRE = 7 FlangeNRE = 3 Gaug"NRE = 18 FYNRE = 33 InlNRE = 0.845 PURLlN (WIND, END, SS) WebNSSE = 7 FlangeNSSE = 3 Gaug"NSSE = 16 FYNSSE = 33 IntNssE = 0.825 PURLlN (WIND. END, SS wi BRDG.) WebNSSBE = 7 FlangeNSSBE = 3 GaugeNSSBE = 18 FYNSSBE = 33 IntNSSBE = 0.845 p35820.xmcd AI.. 9/26/2007 STUB POST HEADERS STUB POST HEADER LOADS LOAD COMBINATION 1 (FORMULA 16-10) LOAD COMBINATION 3 (FORMULA 16-13) LOAD COMBINATION 4 (FORMULA 16-14) MEMBER SIZES STUB POST HEADERS SMALL STUB POST HEADERS INTERIOR COLUMNS INTERIOR COLUMN LOADS LOAD COMBINATION 1 (FORMULA 16-10) lOAD COMBINATION 2 (FORMULA 16-12) lOAD COMBINATION 3 (FORMULA 16-13) MEMBER SIZES INTERIOR COLUMN (lC: 1 & 2) INTERIOR COLUMN (LC: 3) JAMBS AND JAMB SUPPORTS JAMB LOADS LOAD COMBINATION 1 (FORMULA 16-10) LOAD COMBINATION 2 (FORMULA 16-12) LOAO COMBINATION 2 (FORMULA 16-12) LOAD COMBINATION 3 (FORMULA 16-13) LOAD COMBINATION 3 (FORMULA 16-13) JAMB UNIFORM LOAD JAMB CHECK MEMBER SIZES JAMB SUPPORT REACTION Rtil ~ 13061b Rti3 ~ 11981b RH4 = -3901b WEB WebH = 9 WebHS ~ 5.5 AXIAL LOAD Pl1 = 26131b PI2 ~ 5851b PI3 ~ 22731b WEB Webl1 ~ 3.5 Webl3 = 3.5 AXIAL LOAD PJambl ~ 13061b PJamb2a ~ 1251b P Jamb2b = 4431b PJamb3a = 10111b P Jamb3b = 1250 Ib wJamb = 205 pit JambCheck = "ok" WEB WebJ = 2 EWJambCheck = "ok" FLANGE LARGE END WAll HEADER CHECK FLANGE FlangeH ~ 3.2 Flang"Hs = 2 MOMENT MI3 = 197.083ft.lb FLANGE Flangell = 2 Flangel3 = 2 FlangeJ ~ 1 MOMENT MH1 = 6531 ft.lb MH3 = 5992 ft.lb MH4 = -1950ft.lb GAGE Gaug"H = 12 Gaug"Hs ~ 16 YIELD FYH = 33 FYHS = 33 GAGE Gaugel1 ~ 12 GaugOJ3 = 12 MOMENT NA MJamb2a = 199ft-lb NA MJamb3a = 149ft.lb NA GAGE GaugeJ = 18 EWheader_check = "Splil End Closel into (2) Bays" p35820.xmcd 43 INTERACTION InlH ~ 0.976 InlHS = 0.921 INTERACTION Inlll = 0.852 Inl13 = 0.993 INTERACTION InlJ ~ 0.000 9/26/2007 SIDE WALL COLUMNS SIDE WALL LOADS AXIAL SIDE WALL MOMENT LOAD COMBINATION 1 (FORMULA 16-10) PSWl ~ 13061b Msw = 1492 ft.lb LOAD COMBINATION 2 (FORMULA 16-12) PSW2 = 1251b LOAD COMBINATION 3 (FORMULA 16-13) PSW3 ~ 10111b MEMBER SIZES WEB FLANGE GAGE INTERACTION SIDE WALL COLUMN, MID (LC: 1) WebSl = 3.5 FlangeSl = 1.5 Gaugesl = 18 IntSl = 0.284 SIDE WALL COLUMN, MID (LC: 2) WebS2 = 3.5 FlangeS2 = 1.5 GaugeS2 ~ 12 IntS2 ~ 0.733 SIDE WALL COLUMN, MID (LC: 3) WebS3 = 3.5 FlangeS3 = 1.5 GaugeS3 = 14 IntS3 ~ 0.989 SW CORNER COLUMN (LC: 1) WebCl ~ 3.5 FlangeCl ~ 1.5 Gaugecl = 18 IntCl = 0.284 SW CORNER COLUMN (LC: 2) WebC2 ~ 3.5 FlangeC2 = 1.5 Gaugec2 = 12 IntC2 = 0.927 SW CORNER COLUMN (LC 3) WebC3 ~ 3.5 FlangeC3 ~ 1.5 Gaugec3 = 12 InlcJ = 0.782 END WALL COLUMNS END WALL LOADS AXIAL LOAD UNIFORM LOAD MOMENT LOAD COMBINATION 1 (FORMULA 16-10) PEWl = 13061b NA NA LOAD COMBINATION 2 (FORMULA 16-12) PEW2 = 1251b wEW2 = 112plt MEW2 = 6690 ft.lb MID LOAD COMBINATION 2 (FORMULA 16-12) NA wEW2e = 135plt MEW2e = 1465 ft.lb END LOAD COMBINATION 3 (FORMULA 16-13) PEW3 = 10111b wEW) ~ 84 pit MEW) = 5018 ft.lb MID LOAD COMBINATION 3 (FORMULA 16-13) NA wEW3e = 101 pit MEW3e ~ 1099 ft.lb END MEMBER SIZES WEB FLANGE GAGE INTERACTION END WALL COLUMN, MID (LC: 1) WebEl ~ 3.5 FlangeEl ~ 1.5 Gaug"El = 18 IntEl = 0.538 END WALL COLUMN, MID (LC 2) We~2 = 999 FlangeE2 = 999 Gaug"E2 = 999 IntE2 ~ 999.000 END WALL COLUMN, MID (LC: 3) We~3 = 999 FlangeE3 = ggg Gaug"E3 ~ 999 In'E3 = 999.000 END WALL COLUMN, END (LC: 2) WebEle = 3.5 FlangeEle = 1.5 Gaug"Ele ~ 12 IntEle = 0.766 END WALL COLUMN, END (LC 3) WebE2e = 3.5 FlangeE2e ~ 1.5 Gaug"E2e = 12 IntE2e ~ 0.673 GIRTS GIRT LOADS UNIFORM LOAD END REACTION MOMENT SIDE WALL GIRT IN MiD ZONE wGS = 69 pit RGS = 3441b MGS = 860ft.lb SIDE WALL GIRT IN END ZONE wGSe ~ 82 pit ~Se = 4081b MGSe = 1020 ft.lb GIRT IN MID ZONE wGE = 94 pll ~E = 470lb MGE = 353 ft.lb GIRT IN END ZONE wGEe= 113plt ~Ee = 5651b MGEe = 353 ft.lb MEMBER SIZES WEB FLANGE GAGE INTERACTION SIDE WALL GIRT (MID) WebGS = 3.5 FlangeGS = 1.75 Gaugecs = 16 IntGS ~ 0.975 SIDE WALL GIRT (END) WebGSe = 3.5 FlangeGSe = 1.75 GaugecSe = 14 IntGSe = 0.999 END WALL GIRT (END) WebGE = 3.5 FlangeGE = 1.75 GaugecE = 18 IntGE = 0.526 p35820.xmcd 9/26/2007 A'i END CLOSET COLUMNS END CLOSET LOADS AXIAL LOAD UNIFORM LOAD MOMENT LOAD COMBINATION 1 (FORMULA 16-10) PEC1 = 13061b NA NA LOAD COMBINATION 2 (FORMULA 16-12) PEC2 = 1251b wEC2 = 110plf MEC2 = 2417ftlb LOAD COMBINATION 3 (FORMULA 16-13) PEC3 = 10111b wEC3 ~ 83 pit MEC3 ~ 1813 ft.lb MEMBER SIZES WEB FLANGE GAGE INTERACTION END CLOSET ABOVE HEADER, (LC: 1) WebEC1 ~ 3.5 FlangeECl = 1.5 GaugeeCl = 18 IntEC1 ~ 0.384 END CLOSET ABOVE HEADER, (LC 2) WebEC2 ~ 999 FlangeEC2 ~ 999 Gaugeec2 = 999 InlEC2 ~ 999.000 END CLOSET ABOVE HEADER, (LC 3) WebEC3 ~ 999 FlangeEC3 = 999 GaugeeC3 = 999 IntEC3 ~ 999.000 END CLOSET BEHIND JAMB WebrnC1 ~ 3.5 FlangeEWC1 = 1.5 Gaug"EWC1 = 18 IntEwC1 ~ 0.447 END CLOSET BEHIND JAMB WebEWC2 = 3.5 FlangeEWC2 = 1.5 Gaug"EWC2 ~ 18 IntEWC2 ~ 0.043 END CLOSET BEHIND JAMB We~WC3 = 3.5 FlangeEWC3 = 1.5 Gaug"EWC3 ~ 18 IntEwC3 = 0.346 NUMBER OF COLUMNS USED FOR END WALL CLOSETS COlumnNumbe,EWC = 1 STUDS SPACING StudSpacing = 16 in STUD LOADS UNIFORM LOAD MOMENT SIDE WALL STUD IN MID ZONE WStud = 31 pit MStud = 339ft.lb SIDE WALL STUD IN END ZONE WStude ~ 38 pit MStude ~ 416ft.lb MEMBER SIZES WEB FLANGE GAGE INTERACTION SIDE WALL STUD (MID) WebStud = 3.5 FlangeStud ~ 2 Gaug"stud = 20 IntStud ~ 0.584 SIDE WALL STUD (END) WebStude ~ 3.5 FlangeStude = 2 GaugeStude = 20 InlStude ~ 0.716 p35820.xmcd 9/26/2007 A-,;;. Stud Spacing Stud Wall Dead Load Additional DL (UpperlTransverse) Additional DL (Upper/Longitudinal) Additional DL (LowerlTransverse) Additional DL (Lower/Longitudinal) Floor Dead Load Floor Live Load Wall Strap Braces Sspace :~ 2.ft Ds := 5.ps! DUT :~ O.psl DUL :~ O.psl DLT :~ O.pst DLL :~ O.psl DF :~ 48.psl 4.L :~ 125.psl ... , Gage of Straps Width of Straps GageL:~ 16 wsL:~ 2in F yL := 33000psl OIL:~ 1.67 AnL:= gaL,wsL AnL ~ 0.125in2 TnL:= AnL.FyL TaL = 2470.061b CHECK WEDGE BOLTS TnL TaL:~- OIL Suggested Anchor Size (Longitudinal/Exterior) DEameterELLE ~ 999 in LengthELLE = 999 in DEameterELLW ~ 0.5 in LengthELLW = 3 in Suggested Anchor Size (Longitudinal/Interior) DiameterlLLE ~ 0.5 In LengthlLLE ~ 3 in Suggested Anchor Size (Transverse / Exterior) DEameterELTE ~ 0.5 in LengthELTE ~ 2in Suggested Anchor Size (Transverse /Interior) DiameterlL TE ~ 0.5 in LenglhlL TE ~ 2 in REACTIONS LONGITUDINAL Maximum Uplift @ Anchor (Interior) UpllftWLL = Olb UpliftSLL ~ 237.5071b (Wind) (Seismic) Number of Straps Required TRANSVERSE Maximum Uplift@ Anchor (Interior) UpliftWTL = Olb UpliftSTL ~ Olb (Wind) (Seismic) Number of Straps Required EXTERIOR STUD MOMENTS Maximum Uplift @ Anchor (Exterior) UpliftWLEL ~ 2811b (Wind) UpliftSLEL ~ 1621.2571b (Seismic) StrapsLL ~ 33 DiameterlLLW = 0.5 in LengthlLLW ~ 2in DEameterELTW = 0.5 in LengthELTW = 3in DiameterlLTW ~ 0.5 in LengthlLTW ~ 2in Maximum Shear @ Anchor ShearWLL = 1159.2241b ShearSLL = 2944lb StrapsLL = 38 (Wind) (Seismic) Number of Straps Used Mid Zone Maximum Uplift @ Anchor (Exterior) Maximum Shear @ Anchor (Wind) ShearWTL ~ 1224 Ib (Wind) UpliftWETL = 4091b UpliftSETL = Olb Straps TL = 3 (Seismic) ShearSTL = 869.5681b (Seismic) Number of Straps Used StrapsTl = 6 End Zone MLCSe = 89521b in MLCS = 73021b in .lS1 9/26/2007 p35820.xmcd STUD AXIAL LOADS Header Stud Interior SinQle Stud LC1: (0 ) BLC1LD = 1270lb LC2: (0 + L) BLC2LD ~ 37701b LC3: (0 + L, or S) BLC3LD = 36321b LC5a: (0 + W) BLC5ALD ~ 25191b LC5B: (0 +E) BLC5BLD ~ 4610 Ib LC6a: (0 + L,. or S+ L + W) BLC6ALD ~ 5854lb LC6b: (0 + L, or S + L + E) BLC6BLD = 74221b BLC1 LS ~ 1020lb BLC2LS = 3520 Ib BLC1HL ~ 2020lb BLC2HL = 3270lb BLC3HL ~ 43831b BLC5AHL ~ 2020lb BLC5BHL ~ 23551b BLC6AHL = 7190lb BLC6BHL ~ 74411b Exterior Braces Both Lvls Exterior LC1:(D) LC2: (0 + L) LC3: (0 + L, or S) LC5a: (0 + W) LC5b: (0 + E) LC6a: (0 + L,. or S + L + W) LC6b: (0 + L, or S + L + E) na BLC1 EL ~ 6351b BLC2EL = 18851b BLC3EL = 18161b BLC5AEL = 6351b BLC5BEL = 9531b BLC6AEL = 2458 Ib BLC6BEL = 26971b na na BLC5AEBLa ~ 18841b BLC5BEBLa ~ 3958 Ib BLC6AEBLa = 3395 Ib BLC6BEBLa ~ 49511b INTERIOR STUD DESIGN (DOUBLE) WebLD = 3.625 FlangeLD = 1.5 GaugeLD = 16 InterLD = 0.93 lotereq = 'C5.2.1-1' A, ~ 0.493102 Fy ~33ks; L,= 125.510 l.y ~ 62.75;0 4 = 62.75;0 0 0 INTERIOR STUD DESIGN (SINGLE) WebLS = 3.625 FlaogeLS ~ 1.5 GaugeLS = 14 10terLS ~ 0.87 lolereq = 'C5.2.1-1' A, .2 Fy ~33ksi Lx ~ 125.5;0 l.y= 62.75;0 4 = 62.7510 = 0.57310 0 0 INTERIOR STUD DESIGN (HEADER STUDS) WebLH = 3.625 FlangeLH = 1.5 GaugeLH = 14 10terLH ~ 0.98 loter,q = 'C5.2.1-1' .2 Fy = 33 ksi Lx ~ 125.5;n l.y = 6275;0 4 ~ 62.7510 A, = 0.57310 0 0 EXTERIOR STUD DESIGN, (LOAD CASE Sa) (DOUBLE) WebLEDl = 3.625 FlaogeLED1 = 1.5 GaugeLED1 = 18 10terLEDl ~ 0.94 loter,q = 'C5.2.1-1' A, = 0.363;02 o Fy = 33 ks; o Lx = 125.5;n l.y = 627510 4 = 6275in p35820.xmcd EL (wi Brace Above) (wi Brace Above) (wi Brace Above) (wi Brace Above) (wi Brace Above) (wi Brace Above) (wi Brace Above) (wi Brace Above) 9/26/2007 EXTERIOR STUD DESIGN (Load Cases 1, 2, 5b, 6b) (DOUBLE) WebLED2 ~ 3.625 A, = 0.3631n2 D FlangeLED2 ~ 1.5 Fy ~33ksi D GaugeLED2 ~ 18 L, = 125.5in EXTERIOR STUD DESIGN, (LOAD CASE 6b) (DOUBLE) WebLED3 = 3.625 A, = 0.4931n2 D FlangeLED3 = 1.5 Fy ~33ksl D GaugeLED3 ~ 16 L, = 125.51n EXTERIOR STUD DESIGN (0 + W )(SINGLE) WebLES1 ~ 3.625 FlangeLES1 ~ 1.5 A, = 0.363in2 Fy ~ 33ksl D D InterLED2 ~ 0.81 Intereq ~ 'C5.2.1-1' ly = 62.75 In 4 ~ 62.75 In InterLED3 ~ 0.98 Intereq ~ 'C5.2.1-1' ly ~ 62.751n 4 ~ 62.75in GaugeLES1 = 18 InterLES1 = 0.97 Inter,q = 'C5.2.1-1' L, = 125.51n ly = 62.751n 4 = 62.75 in EXTERIOR STUD DESIGN (0 + L) (SINGLE) WebLES2 ~ 3.625 FlangeLES2 = 1.5 A, ~ 0.493in2 Fy = 33 ksi D D GaugeLES2 ~ 16 InterLES2 ~ 0.80 Inter,q ~ 'C5.2.1-1' L, ~ 125.5in ly ~ 62.751n 4 ~ 62.75 in EXTERIOR STUD DESIGN (0 + L + W) (SINGLE) WebLES3 ~ 3.625 FlangeLES3 ~ 1.5 A, = 0.4931n2 Fy ~ 33 ksi D D CORRIDOR HEADER WebLCH = 8.75 S, ~ 2.0191n3 D p35820.xmcd GaugeLES3 = 16 InterLES3 = 0.97 Intereq ~ 'C5.2.1-j' L, = 125.5in ly ~ 62.751n 4 = 62.75 in FlangeLCH = 1.375 GaugeLCH ~ 14 lxe = 9.2281n 4 Fy ~ 33 ksl D D InterLCH ~ 0.896 Inlereq ~ 'C5.2.1-2' L, ~ 121n ly = 121n 4 ~ 121n 9/26/2007 B3 1BS <8> Job Name M<rt.'." k os,,",;mKc.. Job Location c.ut-,j''''6ve NY Sheet# of S" Date 8/IS/6l . Plan# 3S810 By MW 11,'0 I ..., (\, !(o,}i...C'- Po P, . . . ~ ~ r-I ~'~ZO,' )~. .- '"' - ,;:.'----~ ~/ / .=--'-'-'-- ,----. '=- Wo, d C"-Se ^ 1 C> j )' /--y li,l '.i . . P, = (49+515'5 '" /35011, , PL ~tl~9fSX.S.)-Z.s = 338'" Q, A 1:0,50 t 1 ';38 ",,0 ORL ==1~~ 1<, ~ /3!:YJ(7.0- 3&(7.'1) ,: 1'1.7 N) - Ib 5V7,;" 8'10 RL = 13'5:0 + 336 - 50'1,$ = 11l~.5'b M~,^" (;2.It.. J;t-Ib (74,592... in-II) 17..." .,.: 12i'J> .l2'6r+t::.-.s. - ~L' a.r_,,-lej CI'3. I'tw~1r>;< Tlf' -~ ( 5;,)'~~ p= -i.(S-L/jS)/O - 13SD1J. VS"'- IZ-:;" //J, ?Vl (:>) "2 "(5 bol); "" >,Je >f:.(.? o;:'-cLl O"'~ 1(>::..$ ! L__~.. Trachte Building Systems. 314 Wilburn Road, Sun Prairie, WI 53590 . Phone: 800-356-5824 . Fax: 800-981-9014 cl 1915.eng.Ol/OS CFS Version 5.0.2 Section: 12in x 12ga C-seetion Hip Rafter.set Zee 12.209x3.084xO.7945-12 Gage Rev. Date: 7/5/2006 11 :47:30 AM By: Matthew D. Weidner Matthew D. Weidner Traehte Building Systems. Ine. Page 1- Z. o~ ~ + Section Inputs Material, A653 SS Grade 50/1 No strength increase from cold Modulus of Elasticity, E Yield Strength, Fy Tensile Strength, Fu Warping Constant Override, Cw Torsion Constant Override, J work of forming. 29500 ksi 50 ksi 65 ksi o inA6 o inA4 Stiffened Zee, Thickness 0.1045 in (12 Gage) Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius (in) (deg) (in) 1 0.794 -90.000 0.19400 2 3.397 0.000 0.19400 3 12.209 90.000 0.19400 4 3.397 196.000 0.19400 5 0.794 -74.000 0.19400 Web k Hole Size Distance Coef. (in) (in) None 0.000 0.000 0.397 Single 0.000 0.000 1.698 Zee 0.000 0.000 6.104 Single 0.000 0.000 1.698 None 0.000 0.000 0.397 CI.. CFS Version 5.0.2 Section: 12in x 12ga C-section Hip Rafter.sct Zee 12.209x3.084xO.7945-12 Gage Matthew D. Weidner Trachte Building Systems, Inc. ~ ~ Rev. Date: 7/5/200611:47:30AM By: Matthew D. Weidner Member Check - 2001 North American Specification - US (ASD) Design Parameters: Lx 22.100 ft Ly 7.400 ft Lt 7.400 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Cbx 1.0000 Cby 1.0000 ex 0.0000 in Crnx 1.0000 Crny 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 Loads: P Mx Vy My Vx (lb) (lb-in) (lb) (lb-in) (lb) Entered 0 74592 0 0 0 Applied 0 74592 0 0 0 Strength 23906 174589 8976 27683 10377 Effective section properties at applied loads: Ae 2.0507 in^2 lxe 41.043 in^4 lye 2.567 in^4 Sxe(t) 6.6703 in^3 Sye(l) 0.9869 in^) Sxe (b) 6.8883 in"') Sye(r) 3.2245 in") Interaction Equations NAS Eq. C5.2.1-1 (p, Mx, My) 0.000 + 0.427 + 0.000 0.427 <~ 1.0 NAS Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.427 + 0.000 0.427 <= 1.0 NAS Eq. C3.3.1-1 (Mx, Vy) 0.158 + 0.000 0.158 <= 1.0 NAS Eq. C3.3.1-1 (My, Vx) 0.000 + 0.000 0.000 <= 1.0 c.:" D'> 5 l..{ <.:>~ 5 H,p R<J.\ h:.r- SPLICE CONNECTION d 12 ga. t:= .l045.in f '= 33. ksi fll := 45. ksi 0 0 Y' D 0 0 1/2"<1> Bolt db := 0.5.in 0 0 Bolt Shear Spacing - Edge Distance e:= I Sin Pj := t.e.fll .;- 2.00 PI = 3.53 kip P2:= 0.75.3.0.db.t.fll .;- 2.50 P2 = 2.12kip P3 := 5.3.kip.;- 2.4 P3 = 2.21 kip ry:= min(Pj,P2,P3) ry=2.12kip Distance Between Rows of Bolts d:= 5.in 1:= d.;- 2 1= 2.5 in b:= 3.in Coefficient C for Table XI (AISC) n := 3 I = 2.5 in C := 2 P := C.ry P = 4.23 kip needs to be greater than applied load Shear Capacity of Plate Length of Plate PI :~ 2.1.125.in.;- (n - I ).b PI ~ 8.25 in Net Section of Plate Pn:~ [Pl-n{db + /6'in)} Capacity of Plate F p := 0.3.fll'Pn Check Pn = 0.69in2 Fp = 9.26kip Ck .~ if(F > P "0 K" "N G ,,) v' p , .., .. Ckv = "O.K." "- '( Moment in Plate M:= I.P M = 10.58 kip.in Plate YieldinQ 2 t.PI Sx := - 6 Sx = 1.l9in3 Mall.y:= Sx.0.6.fy Mall.y = 23.47 kip.in Cky:= if(Mall.y> M,"O.K." ,"N.G.") Plate Rupture t.pj2 b2n.(n2 - dft.(db + 0.125in)J Snet:~ -- 6 6.PI Mall.r:= SnefO.5.fu Mall.r = 20.26kip.in C~:= if(Mall.r > M,"O.K." ,"N.G.") cs s o\. S- Ck = "0 K " y .. . 3 Snet = 0.9 III Ckr = "O.K." ,Y <> .<;~ z x Solution: Envelope tbs mdw p35820 , ~ "'. i , ~ "'. ~ , ., "'> . ~ , ~ ,~ basement beams & columns o~ a N8 LoweUevel_beam.r3d Sept 26,2007 at 9:15 AM DI Company Designer Job Number tbs mdw p35820 20" [5., Sept 26. 2007 9:14AM Checked By:_ basement beams & columns Joint Coordinates and Temoeratures _Label __ JUfJJ _ _1'L1_ ___ ____0_ N2 20 ______ N3___ _--'-_____49_ N4 i 60 N5 ___L_ 0 N6 ! 20 N7 40 N8 60 ! 1 12-[-- I 3 ' 4 :=r1 : 6 , 7 , 8 -Ygtl--l --+------ o I I uQ o 12 12 12_ 12 Z. [ft] TemD IFl Deta~_h Erom Plap~ -tT ~ - ---I - -I! o 0 __L__ . i~_{--i . i m____ , 0 I 0 '! Joint Boundary Conditions '_L___ 2 __.3.._ __ 4 -~- 6 Joint Label Xl~IinL~ _..Y.l1slioL.- _ _ _1\!1.__I_B.eaction__:_ Reaction _ N2 ,Reaction: Reaction __flL3. __Beac!ion Reaction N4 Reaction Reaction _ _[\LL_ N5 Fixed __ __---.J __J --I Z Iklinl X Rot.[k-fVraq] _ Reactioll I Reaction Reaction _ Reaction _ FixJl_cL_____ Fixed _YBQ!Jk-fVradl_Z._Roj,[~1YraJlJ__ FOQ~ng Fixed , Fixed---------j- _Fix~__ Fixed Member Primary Data Label_ ~_1- I;'; Mi_ ,2M2 I 3. M3 14-' M4 5 M5 6 M6 7_l ____M7 I Joint_J Joint _-.K.J91nL Rotateldea) Section/ShaDe lYRe Desion List ~11 ~~ 1- ~~ g~: rg~:~~~L -f~~: N2 ! N6 t INT Col IColumn! Tube N3 r N7 '-------- -., INT Col -- Column' Tube I I N5 I N6 _________ Beam ' Beam 'Wicte Flanqel N6 N7 Beam Beam Wide Flan e N7 N8 !3~am ! BeamlWide Flanqe' _ ....M~.t~Jjal _ A500 GrA6 A500 GrA6 A500 GrA6 A500 GrA6 A992 A992 A992 _ Desion Rules Typical_l Tvpical 1 TYPiCalj TY-Rical .J:yj)ical I Tical T ypi~<tl_, Hot Rolled Steel Section Sets 1 2 3 __L.aJll'L__ ShaDe TYPJL SW CoIHSS6X6X3: Column - INT Col IHSS6X6X3' Column _ El~<lm___._ W16X4Q _ _.6e<!m 6jin2J_---'YY Iin4L.Jzz.[iD_4] _ _ __.L[iffiL_ 3.985 22.315.L22.315. 35.031 , 3.985 22.315, 22:3fs--35.03T-1 _11JL__t9~1 612 _81 DesianJ.JsJ _. _M~_terjgl.____,Desian Rules I Tube__JA500 GrA61 Typic.<!L__ ! Tube !A500 GrA6 Tvpical , ! Wide Flange A9(J2 ! lYRical Member Distributed Loads (BLC 1 : Floor Dead) 1 2 --~ Mennberl.abel _ MS M6 M7 _E:nq_Magnjtude[lb/L Start LocationJft..'toLEn<J Location[ft. 'YoJ -960 0' 0 :960 0 0 ---.J __,960 ___~ 0 Qj[e~JLQn y y -Y _ Start Mi!gnitudeHb/ft.deg] -960 ___ -960 ____ _ -960 _____ Member Distributed Loads (BLC 2 : Live) _M-"-'nP_e.r.Label _OjrJlcJion Start Magni\ude[lbjitcd_e.9J _ u~E:nq t,1~gnituq.J![lb/f,.;Start Loc,,!iQn[ft.%]. LM5 'L -2S00_. .. _;..___~S!lO JL_ _ 2 M6 .. Y -2500 -2500 0 3 MI Y -25QOu_ uc2500 n!Lu Member Distributed Loads (BLC 3 : Framinq Dead) E.n~LlQQati9n[ft, %] o _JL---.J o 1 2 M~mb~:r Label M5 M6 . Start LOC<:l.tiQn[ft,%] End Location[ft,%] o 0 o 0 J Page 1 DireGtjon y Y Start Magnitude[ll)/ft.deg] -100 -10_0 _Enq M.goJtude[lb/f. -100 ._-100 RISA-3D Version 7_0_0 [W :lpermitIP35500lP35820ILoweUevel_ beam .r3d] 0" Company Designer Job Number tbs mdw p35820 basement beams & columns .$ o~ 8 Sept 26, 2007 9:14AM Checked By:_ Member Distributed Loads (BLC 3 : Framina Dead) (Continued) - ---_ M~_mber Labet _____ Direction ___~__ Starr MaJlnitudenblft.deo] _ __End MaJlnitudenb/f... Start Locationlft.'bJ .__EmU,,()cation[(t,'lH. [:3 1 M7 Y I -100 : -100 I 0 . 0 I l._.'" .._______ _________ _____,.__ ________n_ _m_______..._ _n______ .__._..___~__. ____________ .____________.. ___ Member Point Loads (BLC 4 : Snow) Member Label Direction ~--~--=-- --=:::-;:-~- y I 2 , M6 I y ~-i--- ~} ---- - __-'i_ _ ___ H-T- -- ~~ - ~ . 7 _'__~___ I _ __ .'i__ 8 M6 ~ y ..J!._ ___ ML_ Y 10 M6 Y 1 L___M7 __ Y Joint Loads and Enforced Disolacements c--=-=--=-_ JoInt Label __ L.D.M _ Direction_ _ __....Ma9ni!!!d.erk.k-ft in.rad k.~^?!f!J____ __ NoDatatoPrint-"~______n ____________ __..l Basic Load Cases Magnitude[k,k-ft] ._ ______-'J.6_ -1.6 --=-1.l"--_____ -1.6 :1.6 -1.6 _~_ _ _C1Ji -1.6 -Ul__ -1.6 _ _,1.6 Location[ft,%L_____. - +--- -- . ~----- --1 5 . 10---! }g ! -----+~-..J 65- -i o T I BLC DescriRtion___ f---'---j21 . Floor Dead. ~ Live 3 I Framina Oead' I 4 Snow . ------------- I _ ____ _ Cateaary___X (;JID1!L y Gra~itY_b Gravijy__ Joint Dl.-L__J I. I II I --ft-- - ----=Li-- - .- -- Load Combinations -,--- point DistributedArealM, 3 ' 3 ____ 3 ..Surf"-~-L. c---J , 11 -1 Descriotion SoL. PD... SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor :"'1~.-' IBC16-i---;-Yes~~L'~---- I -i.---T----r-~ . -T-i-- I 2 IBC 16-S-iYes '---:6LT1 ll--iT-r--i _nun I -- i ----.. I c-~--~g~&l~i -~.. f--~-tt :i~~*j----- I 5 IBC 1()~9 Ie) Y",s _ ..v.i' 1 null .75 Rl.',75 _______ Enve/ooe Member Section Forces _Member_ ~~C _____l\xLa![lsl.___ Jc._y_Shear[!<] .ML 1 maxi 36.164 ! 2! 0 . --.-.t-~'..--I, ...._....._______n_. . min, 11.164 I 1. 0 2max 36.124 2 0 -!min'fj-.12410 .. 3 .max _3.!lJl83 . 2Q min I 11.083 1 0 4 ,rnaxl.36.Q42 .~2 Q min 11.042 1 0 5 .fllilx.36.0Q2__.2 Q_ n__ min .11.002 1 0 max 36.164 2 0 min 11.164 _..1.... 0 2 max 3l3.124 2 Q 1 2 ....3..._ , 4 5 c...6....._ J 8 9 ~-- .1.1 M2 12...___ 13 J~ _ z Shear[k]. Ic_ J.9.IQuJ'>[I0!]_.l, J._Jl 1 0 '1 1 0 1 b--T1 J 0 1! 0 ! 1 i 10---1 . 01' 1 _ Q 1 Q_ 1 1 0 1 01........ 10 L Q. 1 _.1 0 _..1........0 1 ...1 .1>.1 ll... 1 1 0 1 0 1 1 0 1 0_ 1 1 0 1....Q. .--1.._ 1 !l 1. 0 . 1 .y-y Mome..._.lc Q___.1 o 1 Q J o 1 I Q 1 o 1 o 1 0_.1.._ o 1 ...Q... 1 o 1 ~---.1.. o L _~,~Moment[k.ftl o o .0. o o o o o o o (l Q o 19_ 1 1 i 1 --'-.1J 1 .____.lJ 1 JJ 1 _,--LI 1 , ..1.1 1 RISA-3D Version 7.00 Page 2 [W :Iperm itlP35500\P3 5820\lower Jevel_ beam. r3d] 1'3 Company Designer Job Number tbs mdw p35820 ~I o~ 0 o Sept 26, 2007 9:14AM Checked By:_ basement beams & columns Envelope Member Section Forces (Continued! Member Sec___ Axialrkl IC..y.shearlkJ JLLl'hearlk] Jc TorauefldIJ Jg_y~Mome..,]g_ _ z-z_Momentlk-ftL__Ig_ min; 11.124 I 1 0 11 0 T 1 I 0 l' 0 ,1 1 0 I 1 I 3 max, 36.083 i 2 I 0 '1' 0 : l' 0 ,1 I 0 '1 1 0 1 -- min' 11.083-jr-6 ,:;: 0 --TT o-TT'o--r-1T---o- ,- -1 , 4 maxi 36.042 2 i 0 1 0 ! 1, 0 : 1 0 : 1 , 0 . 1 --~ ---- ,... -------r----: .-----~_.--l-.--..-----.r--,-.----.--.~-------+---::;_1 I mi,n, 11.042' 1 0 1 0 _I ~, 0 I 1 I' 0 ,1' ,0 I 1J 5 ma.x 36.002 2~_...JL_ 11 ' ._ .!l.-t+--JL--LL_..9-----1++- 0 I 11 " min 11.002 1 0 11 I 0 ,1, 0 l' 0 . 1 I 0 ' 1 , 1 !~f;: ~~:}~H-f,-++H--%--+h" g } g-rl-t-----g-----tl 2 'max 72.125 I 2 I 0 jJ: ~_1 L--JL- 1 L..J..1J__-..!l..____: 1 min; 22.125 ! l' 0 1 0 ,1 I 0 I 1 0 1 0 1 '~fnxi ~~:g~: ~++-} L ug----l::h -~-Hig } i- g---T} ._+1 Frr:f-~~:g:: -f--g---H-,---+ H--. g--,+--%---! ,}i g-dl 5 Imax' 72.003 I 2 0 '1' 0 '1 0 1 0 1. 0 1 ----;-,;,i;,---22:003 ' 1 0 ___J___...JL.....__l O_L 0- -- 1-----0-- 1 J .. M4 _......1.....max 72.166 2 0 1 Q 1 0_ 1 0 1 _......Q..__ 1 . mi"-22.1661'" 0 .. 1 0 '1--0 1 0 1 0 1 ] :2-t~fn\ ~~:}~;ci...;~ } g ! }g- -+,-g : } --- ~---"lJ 3 ImaxI 72.084 2 0 I 1 I 0 I 1, 0 '1 0 I 1 0 ' 1 T 'min122.084 1 0 i 1 1011-' 0 1 O---:1-----o---~-i , 4 maxi 72.044 2' 0 11 0 1 .9__-.1.__ _0 '1 I O_Ll.. Imin I 22.044 1 0 ,1 0 ,1 0 I 1; 0 1 I 0 ' 1 5 max' 72.00~J 2' 0..1 ._.JL..~_1 _.!l........-'-_U __JL...;...1.L .. .!l.........____ 1. ,min' 22.003 1 0 1 0 1 0 ,1 0 1 I 0 1 1 Imax 0 '1 36.002 2 0 ,1 0 I 1 I 0 1 0 1 ,min' 0 1 11.062--11 0 11 O' "1 oi 0 11 12imaxl.......Q.. 118.0011.2' 0 11_ 0 1 0 ,1 .-41.256 1 min I 0 1 5.501 I 1 I 0 1 0 1 0 '1 -135.006 : 2 3 maxi 0 1 0 11 I 0 ,1 0 1 I 0 '1 , -55.008 11 min; 0 1 -.6 '4, 0 1 0 1T 0 1 I -180.008 2..1 4 maxO 1, -5.501 1 .!l.__ l' JL ,1' 0 _ 1 -41.256 . 1 'min . - 0 -11'-:::18.001 -2--0 '(1- 0 I-l~ -0 1- -135.066 .-iJ 5 -max 0 '1 -11.002 1 0 : l' 0 1 0 1 0 1 I';'Vo--1 1~36-:oOzT2' "O-r---r-- O--:~-O 1 0 Ii I , 1 ;~f,,~g--~+ j T~:gg~- If - g '1-~- g}---~-- .} g . }I 2_ max 0 1 18.001' 2' 0 1 0 1 0 1 -41.256 1 min . 0 1 5.561' 1 61 0- - 1 n 0 1 -135.006 . 2 I _~ .rnax__ 0 1 0 1 0 1, 0 1 0 1 -55.008 1 min 0 1::6--4- 01 0--1- 0 1:180.008 2 1 .4max; __0 1 -5.501 1 On 1 0 1 0 1 ,4'L2561 min 0 1 -18.66iiT:_n_o' 1'0 +~..-o 1 -135.006 ---2 1 , 5 max 0 1, -11.002 ! 1 0 1 0 1 0 1 0 1 ------ . ., 1----min-----O---1--36.002 2 0--1"-01--0-'1 --0 . ;-:; J I 1 Imax 0 I 1 ' 36.002 , 2' 0 1 0 '1 0 1, 0 1 ----.-- - - -+-. .-.... ". . -. -. --- ,. ... .. ----- I min 0 1 11.002 1 0 1 0 1 0 1 0 --i....L _...2. max 0 1 18.001 2 0 1 0 1 0 1 -41.256 1 0.__- -- -------------------.------ -- "-- -- .---. -------- _______ I min 0 . 1 5.501 1 0 1 0 1 0 1 -135.006 2 , 3 _max 0 1 0 1 0 1 0 1 0 . 1 _-55.008 1 '-.. . . ..-.. - ---. .. -- --.----... I 'min 0 1 -.6 4 0 1 0 1 0 1 -180.008 2 i 4 .max 0 .1 -5.501 1 0 10 10_, 1 -41.256 1 ___.. min. ..JL...__ 1 -18.001 2_ 0 1 0 1 0 ..J__ -135.006 ...2.." 5 max 0 1 -11.002' 1 0 1 0 1 0_ 1 0 1 _mR__a........ 1 -36.002. 2 0 1 0 1 0 L _.._ JL_ .._1 I 14 L.12.l--- .'. : 16 I 17 . 18r----u 19 20 21 22 , _23_____ 24 25 26 27 28 29...._ 30 :u 32 33 34 . 35 36 , 37 38 _.39________._ ." 40 . 41 ' 42 43 , 44 I ,4JU 46 . ..AL. ____ 48 __49. I 50 ..Mu__ M6 52 53 54 __55 . 56 _..5.7 58 59 60 131 u_ _MI __62_ 63.. 64 6;;.. 66 67 68 69 ._IQu__ M3 M5 RiSA-3D Version 7.0.0 [W:lpermitIP35500lP35820ILoweUevel_beam.r3dJ p,-\ Page 3 Company Designer Job Number tbs mdw p35820 basement beams & columns So D~ g Sept 26, 2007 9:14AM Checked By:_ Envelope Member Section Deflections Membec_$ee __._ !<JinL__Ic. y[inJ~.~~[in] _ ..k..rXRotate[~.J!;._.lnLl,[y.B.i!ti9,_~~(n)UZRatio le_ 1 I M1 1 maxi 0 1 0 : 1 I 0 . 1 0 __L.1.1 NC I 1 I NC..: 1 -2-T . . . min . "0---' '1 I 0 i 1 0 1 0 1 NC I 1! NC 1 +_2_ ~~~, ::g~t--:+~. gl~i '~'+H" -g '1~g =t 1j--~g~ ~,' 65 ,"" I 3 Imaxl -.007~ 1 I:' JL!_Um.Jl____~ 1: 0 1 NC..j 1 NC --JJ . min i -.022 '2. 0 i l' 0 '1: 0 1 NC, 1 NC 1 +~____4. ~~~I -~g3~_h_-g--++-;-~--+-1 ~---g-+:-- ~g--H-T-~-g--:iJ -fo i- 51~~~ -~gl~--H I g Hi' g--Lll g H- ~g--H+ ~f .1_J -1~-=~J;J2.:. 1 +~~~ -g.---Hl- .g- [+~-1--+-~:-H- ~g-i~--~g... .1. J ..13..2 I.maxl -.003 1'1_ '0 ! 1 0 1 1 0 1 NC 1 Nc--i 14 ,min -.011 120__-1--- 0 1 I01-NC-1-NC __iJ 15 3 ,mllx'__:j~O]' I 1 0 ! 1 0 1 1 0 1 NC 1 NC 1 . 16 min -.022 2 0 '1 ___j)::I.:___L__L-tTc-'T NC __JJ 17 4max. -.01..1.._ 0___.1.___ O___L__Q_ .1. f\lc. 1 _f'ic. 1 18 . min -.034 2 0 1 0 1 0 1 NC 1 NC 1 _~ .5max -.014 .1: O_.._.1..__.Jl.......1_....Q. U_~ 1 NC_~n 20 i min -.045 2 I 0 1 0 . 1 0 1 1 I NC 1 NC' 1 21 i ._M3____ 1 ImaxG;' 0 ! 1 0 i 1: 0 '1 0 1 1! NC i 1: NC : 1 ' 22';- .. mln 0'1-1" O_m~1~-O--+ 1 0 -1T-~IT+-Nc-i1l ~~i----- _2~~~ ::g~~' ~ g 1 ---g-l 1 g I 1 ~g !+r-~g-'-t 25 ' 3 max -.014 1 0 1 0 ,1. 0 1 NC! 1 NC 1 ~---------;-mini -.045 '2 ,-0- --1io--1i-O-"---NC-11 NC-- 'TI ~~l ----- 4 ;~~~ ::g~i}tg-'.+-c- g 1 -% '+' ~g ! 11 ~g--'-~ -I 29 5 'max -.028 I 1 _9-.._L1_;. _ (L__J..c.....!L.__..1.__~, .._U .__ NC . j '30' min -.09 I 2 0 I 1 0 1 i 0 1 NC i 1 NC 1 ~~ + ....ML 1~~~ g -j-t gi 1 I g H - -g 1 ~g--i-H-~g 1 33 2 max' -.007 1: 0 1 0 1 0 1 NC 1 NC 1 -34 ... -mif1f -.0:22-2 "01 no' . 11-0 1r''-C1NC 1 ~----~-~f~I1*-+-+-H~ g +t-%- It:. ~.- 1-,- ~g:_~1 -H-- .-..-- A ~~':~~i- ~-- .~.... t.. J_ 1-~--% i -i- --~g- 1 ~~ __lJ 39_ . 5mj,~~,,028.. . 1 0 1 0 1 I 0 1 NC 1 NC 1 40 min -.09 2 0 1 0 1 '0 1 NC 1 'f\jc --..-1J 41 M5 max _JL_._L_ -.014__.1.. ()_ ..1___0 1 ..f'iC __1..1'1.<:: 1 42 min 0 1 -.045 2 0 1 0 1 NC 2 NC 1 43 2 max .___0._.__..1 -.176 1 0 . 1 0 1 1509.455 1 NC 1 44 min. 0 1 ... -:576- '2 0- '1--6 l' 461:2il7-2---NC __..1 1~-. 3~f~' . .-g--- t-'-3~g. ~ g .-~-~-%+ ~lf+-*g 1 J 4.1. 4 me))( 0 1 -.183 1 0 1 i 0 11509.455 1 NC 1 .. 48 min 0 ..1-.- -.599.L._JL_ i._ O____l..j:(,-12-67'2 . "NC__..1J ~t___ 5 .~~~.g . ~-~00298 ~ g~.~ 1~g .,,~ -~g 1J ~L M6 1 .mClX 0 1 -.028 1 Q.L!.. _S! 1 _NC_ _.1_-- J'J(:;'----..., ~_~_ min 0 1. ...-.09 2 0 1 0 1 NC 2 NC 1 53 2rT1llx' 0 1. -,187 1 Q. , 1.~. _0. 1 150..sA~t; 1 . NC 1 _ 54 ________ min. ..0____..1___ -.61 2_ 0 1 0 1 461.267..2 NC ___1 5~ 3 max 0 -.251 1 0 .1.. S! J 1QI;iA87 1 NC 1 ~_________miIl_. 0 __1.__=.82__2_ .JL_... 1 __,0.._ 1 328.653 _2_ NC 1 RISA-3D Version 7.0.0 [W:\permit\P35500lP358201LowerJevel_beam.r3d] DS Page 4 Company Designer Job !'lumber tbs mdw p35820 basement beams & columns (., o~ 8 Sept 26, 2007 9:14AM Checked By:_ Envelope Member Section Deflections (Continued) Member See ~---1 . IK 1---- i 4 1591 _-15 ,~! L61 '__~I :'1 ! 62 ! ! 63 .~ '64 ...65 I 66 .2Z. _ 68 !_9.9.. , 70 ! x Iinl_..k:.,_-Ylij1J..._~__z IinL_~le .x Rotate Ir... Ie In) LJv Ralio Ie n Uz Ratio Ie ImaxIQ_.J L__,Jl!LL.1";.n..Q..__J 1" Q_ '..1J 1509.455 ! 1 NNcC"jJ11 i min : 0 '1! ..61 i 2 0 i 1 0 1 ! 461.267 . 2 . imaxf-...Q. !..L~_-=.028 L1L..Jl___! U.._..lL... _~. ++ NC i 1 NC-i-1' j min f-- 0 ,1 ..09' 2. 0 . 1 0 i 1. NC ! 2 NC '1 max.Q..__d_____.,Q2.!L .1~+-L ,j). ~.1.r_~-:..1. .!'J.c.. 1 I min 0 1 ..09 2 0 ,1 0 '1 NC' 2 NC 1 ~~~ ~ !;- :~~~ 1 ~ - -d . n ~ ; ~~~92~~5H-!-~-g nLJ 3 ~~~ ~ ; Tj~ri'~.1.- .%--+----~ --+ ~~~~6~~4+- ~gm_ ;] 4 max. _..Q.__._1l:,1]6 ~ 1 0 1__~__11 !1509.4g.Ql_L;~.nLI min 0 1 I ..576 2 0 1 0 1 461.267! 2 i NC i 1 !~~~--%-~+-.:cgl~ 11g '; ~ ; !~H}~g_ilJ 5.. ---1-r 2 ! I 3! N2. '~ 5 N~,__ 6 Li 8 9 10 Envelope Joint Reactions .'/oinL_ .~L~L i'lL n.max _.!L.. min 0 max 0 min 0 max 0 I min 0 imaxQ min! 0 Totals:. ,maxi 0 ,min. 0 N4 _nk _J'[k] . Ie .;1...;.36.164...2.. '1 11.164, 1 1 72.166 f-++- 1 22.166 i 1 i 1 72.166 2 i 1 22.166 l' 1 3(U!1'lLL 1 11.164 1 1 216.66 i 2 1 66.66! 1 Z[k] _Jl o o o .Q o o o o o _._Ic._.MXjls.,ft]. IC,M'Uk.ftL....JJ<.._.MZ[k,m Ie , 1 i 0 LL.NC NC 0 1 r'T . 0 1 NC NC, 0 1 I 1! 0 1 NC _~ NC 0 1 ! 1 0 1 NC I NC 0 1 I 1 _Q_ 1 NC NC..Q__-U_ : , 1 0 1 NC! NC I 0 1 1.0 __c L__NC _JNci,.J1. .J 1 0 1! NC NC . 0 1 1 ' I 1---_ . _c_---"-- 1 ! ! Envelope AISC ASD Steel Code Checks Member Shaoe Code.. Loelft] Ie .Shear C.. Locfftl Dir Ie Fa Iksil ...1 i M1 IHSS6X6X3, .4291..0. 2 .000 .Q._._ z 1 21.155 2 I M2 iHSS6X6X~ .429 '0 2 .000 0 z 1 21.155 3 ! M3 HSS6X6X3 .856 ! 02 .000 0 z' 1 21.155 =tJ M4 HSS6X6X~ .856 -r-b 2. .OOO--;'.O-;-n i 21.155 ~+.~~1~;~~1g+-:~~~;g". ~--c :m---~ ~+-}LH~~- 7 'M? !W18)(40 n.957 ill .2....:D9 0 Y J2' 4.196 Fl Iksil Fb v.v..Fb "'z.,.CbCm CmzASD.. , 27.6' 27.6 . 27.611..: .6 1.6 H1.1' 27.6- 27.6.27.611.. .6'1-:6 H1-1l 27.6 . 27.6 . 27.61.,: .6 . .6' HH ' 27.6 ! 27.6 . 2i6',..i:if':6! H1-il 30 ! 37.5 33 1'.6 i 1 H1.1 -30'37.'5-' 33-1'1.6 i 1 "H1-1'! 30 .37.5 33 .1:.6 J H1.1 Hot Rolled Steel Desian Parameters Lbzz[(l] Lcomp lQ"".~CQ.I1]Pb92Y Kyy . ...L~l>_el .. J>hape.Lenglh.., ~byy[fl] 1 M1 SW Col i 12 2-~nM2--SW.coir.-i"2 ! 3M3..MICQI 12 ! 4 M4' INT Col' 12 r.' 5 M5 .6.e.<lm 20 6 M6 Beam 20 7 M7 l3Jl.am 20 Kzz Gm-yy.cm-zz. Cb -,---- y _SWJ~ycz,_S-"'!fJY _FuQcJipn 'Lateral' il.ate-rall 'Lateral n~LaiergjJ , Lateral 'l..aterail ! Lat~ral RISA.3D Version 7.0.0 [W :\permit\P35500lP35820\Lower -'evel_ beam .r3d] PL. Page 5 . ' 7. o~ is Base Plate Deslan Far Structural Columns Column Load Concrete Compressive Strength Yield Strength of Plate Column Dimensions Mlnlmmum Plate Area Minimum Required Area Base Plate Desian Plate Width Plate Length Plate Area Area Check Actual Bearing Pressure Cantilever Width Cantilever Length Small Plate Factor Small Plate Coefficient Required Thickness (Width) Required Thickness (Width) Required Thickness (for small plate condition) Plate Summary Length = 12 in Width = 7 in Thickness = 1 In I nl_ Base _Plate_Design ,xmcd Load := 72.2klps fe := 3000psi Fy:= 36ksl d:= 61n bf:= 6.in Areamin := Load -:- fc Areamin = 24.07in2 Width := 71n Length := 121n Area:= Width. Length Area = 841n2 Check = "ok" fp := Load + Area fp = 123771.43psf m:= (Width + 2) - 0.5(.95.d) m = 0.65 In n:= (Length + 2) - 0.5(.95.bf) n = 3.15 In (If column is tube change 0.8 to 0.95) p:br np:=- np= 1.51n 4 A:= 1.0 Ipw:= 2.m1* Ipw = 0.2 In r;;- Ipl= 2nrF; Ipl = 0.971n r;;- Ips := 2np'A'~ 'F; Ips = 0.46 In tll 9/7/2007 f . ~ . 1BS ~ Job Name M",'-\;" l<o~"'y"K"- Job Location c.."t-c.\..~'Je.. NY Sheet# ~ of e, Plan# 3S.~z._~ By tl\yV Date 9 - 1 - <=>, 8""se Plo.t-e L... t- [o/-,..,.~ '"' 8a>i' ?/,(ft.: " , r s" I' J' I I j~ P = 72.2< , I~=- 3~D'u" IIJ o ,\1 _ I" 7/1 ~-~lc;~ f- " I" ,," \J~e I" y: 12." l' 7" P/~lf~ z" S;Jt::.t-<JL\ii C=I...~~ ,,"'- I" < IL" 1" P/o+e 4,:" II, , z z' /,- <j ,f (; J- LP j'-4-~ 1,,111 :,D.F < P=31..1 To(~ Co n"~.J ;0. We.b Y;e'J;"~ -lLo)~t'&H R ) !:: D,l..u Fr twiN +SK' D I: '0 'tl "f}~l-e ~ b o o " 3L., I == ~~3'S( '" + .s(,m)) 6, ,^",( 5"') I , ;f!~:T lLI 51. 6 - I \1 "pU g"H-s i r I a t: 1<::.' /S.O\ = 33 KS, O.K, Web <:'.r"I"f'\irt'(s 2 [r (01 ft::Oo)"SCl.{ /-/..,' ' R >!. Co7.Si", L1 -t 3 d \t,;; J1 f/w,- Aw) 21- (:3 y',:,IS )"'5J. / 1:3''> \' 1...1 S (.:!.'S) L + 3 T1.'i~ 'V'SD~) 3L.,IK;:. LfS.3,l< O,}{ Trachte Building Systems. 314 Wilburn Road, Sun Prairie, WI 53590 . Phone: 800-356-5824 ' Fax: 800-981-9014 pg 1915.eng.OllOS Oct 11 0704:31p David DiGiovanni 516 759-7138 p.2 DAA .. .. DIGiovanni and Assaclates An:IHtects Z6 preston avenue sea cliff. ny 11579 15161671-.3624 fax (5161758-7136 email DAA938..sn.com October 11, 2007 Town of Southold Building Department 53095 Main Road Southold, NY 11971 Attn: Patricia Conklin - Senior Plan Examiner Re: North Fork Self Storage - Buildings 4 SO Commerce Drive Cutchogue, NY SCTM 1000-96-01-1.4 Dear Ms Conklin, Please be advised that above rererenced building was designed to withstand 120 mph wind load. There was an error on Trachte building systems drawing (Cover), which indicates 100 mph. Contact me with any questions. d, aia OCT I I 7 L. ,,-._"_.J 10-11-2007 15:34 SOUTHDLD BUILDING DEPT 16317659502 PAGE2 DAA .. .. DiGiovanni and Associates Architects 26 preston avenue sea cliff, ny 11579 (516) 671-3624 fax (516)759-7138 email DAA93@msn.com October 23,2007 Town of Southold Building Department 53095 Main Road Southold, NY 11971 Attn: Patricia Conklin - Senior Plan Examiner Re: North Fork Self Storage - Buildings 4 50 Commerce Drive Cutchogue, NY SCTM 1000-96-01-1.4 Dear Ms Conklin, Please be advised that the plans for the above referenced building will be revised/updated as follows: 1. The Utility room located on the I ST floor will be updated to a I hour fire rating enclosure. 2. The Comcheck will be corrected to use NY State codes. 3. All doors into the storage units will be rollup operation 4. The Janitor Closet door will be changed to a roll up ala TOSouthold 10.23.07 ~ DF-52384. E-160 @ Flre'UTe" ALarms www...rellte.com July 14, 2004 SD355(AVSD355T(A) Addressable Photoelectric Smoke Detecton Section: Addressable Devices GENERAL The Fire-Ute Alarms 50355 and 50355T addressable, low-profile plug-in photoelectric detectors use a state-of- the-art photoelectric sensing chamber with communica~ tions to provide open area protection and are used exclu- sively with Fire.Ute's M5-9200, M5-9200UO, and M5-9600 Addressable Fire Alarm Control Panels (FACPs). The SD355T adds thermal sensors that will alarm at a fixed temperature of 135"F (57"C). Since these detectors are addressable, they will help emergency personnel quickly locate a fire during its early stages, potentially saving pre- cious rescue time while also reducing property damage. Two LEDs on each sensor light to provide a local, visible sensor indication. Remote LED annunciator capability is available as an optional accessory (PIN RA400Z). FEATURES SLCloop: . Two-wire loop connection. . Unrt uses base for wiring, detector head plugs-in. Addressing: Addressable by device. . Direct Decade 01 - 99 (MS-9200, MS-9200UD) and 01 - 159 (MS-9600) entry of address. Architecture: Unique single-source, dual-chamber design to respond quickly and dependably to a broad range of fires. Sleek, low-profile design. Integral communications and built-in type identification. Built-in tamper-resistant feature. Removable cover and insect-resistant screen for simple field cleaning. Operation: Withstands air velocities up to 1,500 feet-per-minute (7.6 m/sec.) without triggering a false alarm. Factory preset at 1.5% nominal sensitivity for panel alarm threshold level. Visible LED ~blinks" when the unit is addressed (com- municating with the fire panel) and latches on in alarm. Mechanicals: Sealed against back pre65ure. Direct surface mounting or electrical box mounting. Mounts to: single-gang box, 3.5" (8.89 em) or 4.0" (10.16 em) octagonal box, or 4.0" (10.16 em) square electrical box (using a plasfer ring - included). @(@I LISTED 51059 California State Fire Marshal 7272-0075: 194 <8> APPROVED MEA ~.'.' .....,... "".;" ~,. 5D355 with 8350LP base . . . i".'r0' ',:it~,: ::11$:/ ""'-" . ...~... 6915pho1..i>9,~ ....~ ~~::::;:=e ..~~~;- Other system features: Fully coated circuit boards and superior RFltransient pro- tection. 94-VO plastic flammabilrty rating. Low standby current. Options: . Remote LED output connection (PIN RA400Z). APPLICATIONS Use photoelectric detectors in life-safety applications to pro- vide a broad range of fire-sensing capability, especially where smoldering fires are anticipated. Ionization detec- tors are often better than photoelectric detectors at sens- ing fast, flaming fires. Fire-Lite€> AJarms is a Honeywell company. This document is not intended to be us-ed for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cOlier all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact Fire-Lite AJarms, One Fire-Lite Place, Northfot'd, Connecticut 06472. Phone: (800) 627-3473. Tolf-Free FAX: (877) 699-4105. ISO 9001 CERTIFIED 1IIIIfI_11L__i". UllITY SYSTEMS DF-52384 . 07/14/04 - Page 1 of 2 . .. CONSTRUCTION These detectors are constructed of off-white LEXAN@. SD355(T) plug-in, low-profile smoke detectors are designed to commercial standards and offer an attractive appear- ance. LEXAN@is a registered trademark of GE Plastics, a subsidiary of General Electric Company. INSTALLATION SD350(T) plug-in detectors use a detachable mounting base to simplify installation, service and maintenance. Mount base on box which is at least 1.5 inches (3.81 em) deep. Suitable boxes include: 4.0" (10.16 em) square box with plaster ring. 4.0" (10.16 em) octagonal box. 3.5" (8.89 em) octagonal box. Single-gang box. NOTE: Because of the inherent supervision provided by the SLC loop, end-or-line resistors are not required. Wiring ~T-t8pS~ or branches are permitted for Style 4 (Class B) wiring only. OPERATION Each SD355(T) uses one of 99 possible addresses on the MS-9200 and MS-9200UD Signaling Line Circuit (SLC), or up to 318 (159 on each loop) on the MS-9600 SLC. It re- sponds to regular polls from the system and reports its type and status. The 8D355(T) addressable photoelectric sensor's unique unipolar chamber responds quickly and uniformly to a broad range of smoke conditions and can withstand wind gusts up to 1,500 feet-per-minute (7.6 m/sec.) without sending an alarm level signal. Because of its unipolar chamber, the SD355(T) is approximately two times more responsive than most photoelectric sensors. This makes it a more stable detector. DETECTOR SENSITIVITY TEST Each detector can have their sensitivity tested (required per NFPA 72, Chapter 7 on Inspection, Testing and Main- tenance) when installed/connected to an MS-9200, MS- 9200UD, or MS-9600 addressable fire alarm control panel. The results of the sensitivity test can be printed off the MS- 9200, MS-9200UD, or MS-9600 for record keeping. SPECIFICATIONS Voltage range: 15 - 32 VDC (peak). Standby current: 300 ~A @24 VDC. LED current: 6.5 mA@ 24 VDC (latched "ON"). Air velocity: 1,500fl./min. (7.6 m/sec.) maximum. Diameter: 6.1" (15.5 em) installed in 8350LP base. Height: 2.1" (5.33 em) installed in 8350LP base. Weight: 3.6 oz. (102 g). Operating temperalure range: for 50355: OOC to 490C (320F to 1200F) SD350; for5D355T: OOC to 380C (320F to 1000F). Temperature: OOC _ 490C (320F -1200F). Relative humidity: 10% - 93%, non-condensing. Page 2 of 2 - DF-52384. 07/14/04 PRODUCT LINE INFORMATION NOTE: ~A" suffix indicates ULC-Usted model. SD355 Addressable photoelectric detector (B350LP base included). SD355A Same as SD355 with ULC Listing (B350LPA base included). SD355T Same as SD355 but with thermal element (B350LP base included). SD355TA Same as SD355Twith ULC Listing (B350LPA base included). RA400Z(A) Remote LED. Mounts to a single-gang box. B350LP(A) Plug-in detector base (included). Dimen- sions:6.1" (15.5 em). Mounting: 4.0" (10.16 cm) square box with or without plastic ring, 4.0" (10.16 em) octagonal box, 3.5" (8.89 em) octagonal box, or single-gang box. All mount- ing boxes have a minimum depth of 1.5" (3.81 em). B224RB(A) Plug-in System Sensor relay detector base. Diameter: 6.2" (15.75 em). Mounting: 4.0" (10.16 em) square box with or without plastic ring, 4.0" (10.16 em) octagonal box, or 3.5" (8.89 em) octagonal box. All mounting boxes have a minimum depth of 1.5" (3.81 em). B224BI(A) Intelligent isolator base, isolator SLC from shorts on the loop. B5018H(A) Plug-in System Sensor sounder detector base. Diameter: 6.0" (15.24 em). Mounting: 4.0" (10.16 em) square box with or without plastic ring. Mounting box has a minimum depth of 1.5" (3.81 em). B501BHT(A) Same as 850188H(A), but includes tempo- ral sounder. Accessories: RA400Z(A) Remote LED annunciator. 3 - 32 VDC. Fits U.S. single-gang electrical box. For use with B50f(A) and B350LP(A) bases only Surface mounting kit provides for entry of surface wiring conduit. For use with B501(A) base only. Recessed mounting kit. For use with B501(A) base only. Test magnet. Detector removal tool. Allows installation and/ or removal of detector heads from bases in high ceiling applications. Extension pole for XR-2. Comes in three 5-ft. (1.524 m) sections. SMK400 RMK400 M02-04-01 XR-2 XP-4 @ Flre-UTe- ALarms www.flrelite.com July 8, 2004 DF-51988' G-505 Wheelock NS Series horn Strobes and NH Series Horns Section: AudiolVisual Devices GENERAL The Wheelock Series NS Horn Strobe Appliances will satisfy virtually all requirements for indoor, wall mount applications. The Series N H Ham and the horn portion of the Series NS include a selectable continuous horn tone or temporal pattern (Code 3) with selectable dBA settings of 90 or 95 dBA. Strobe options include 157500 or Wheelock's patented Multi-Candela strobe with field selectable candela settings of 15/30/75/11000. These versatile Horn Strobe Appliances may be synchronized when used in conjunction with the Wheelock SM or DSM Sync Modules or a Power Supply with the Wheelock patented Sync Protocol. Additionally, the audible may be silenced while maintaining strobe activation. All models of the Series NS and NH are designed for maximum performance, reliability and cost-effectiveness while meeting or exceeding the latest requirements of NFPA 72/ANSI117.1/UFC and UL Standards 1971 and 464 as well as meeting ADA requirements concerning photosensitive epilepsy. FEATURES Field Selectable Candela Sellings 15/30/75/110cd (24 VDC Multi-Candela models) or 1575cd in 12 or 24 VDC Selectable Continuous Horn or Temporal (Code 3) 2 Selectable dBA settings of 90 and 95 dBA in both tones 12 and 24 VDC models with UL "Regulated Voltage" using filtered DC or unfiltered VRMS input voltage Patented Universal Mounting Plate Wall Mount ADAlNFPNUFC/ANSloompliant Complies with OSHA 29, Part 1910.165 NH horn is selectable 12 or 24 VDC in 1 unit Synchronize with Wheelock SM or DSM Sync Module or the Power Supply with built-in sync protocol Patent pending Universal Mounting Plate for single-gang, double-gang, 4" (10.16 em) square, or 100 mm European backboxes, or Wheelock's SHBB shallow surface backbox. Fast installation with IN/OUT screw terminals using #12 to #18 AWG wires @ LISTED E5946 @<S> CS 243 APPROVED CS 356 I California . State Fire :~ ~~~~~:~85;142 MEA 151-92-E ~-- .... -..~' ~"':""':"" ..,.",-",~ ';'., F --" '.-. - I F ~ I E R E NS Horn Strobe NH Horn .~ ~~" -~., . ,T~ ~ ~ -~-- M-'-~ ~ ' "" , Multi-Candela Indicator (bottom of Strobe Lens) Fire-LitH) Alanns is a Honeywell company. This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact Fire-LJte Alarms, One Fire-Lite Place, Northford, Connecticut 06472. Phone: (800) 627.3473, Toll-Free FAX: (877) 699-4105. ISO 9001 CERTIFIED _1111__111 QUlITY SYSTEMS DF-51988.07108104 - Page 1 of 4 GENERAL NOTES Strobes are designed to flash at 1 flash per second minimum over their "Regulated Voltage Range". Note that NFPA-72 speci- fies a flash rate of 1 to 2 flashes per second and ADA Guide- lines specify a flash rate of 1 to 3 flashes per second. All candela ratings represent minimum effective Strobe inten- sity based on UL Standard 1971. Series NS Strobe pmducts are listed under UL Standard 1971 for indoor use with a temperature range of 320F to 1200F (DOC to 49"C) and maximum humidity of 93% (! 2%). Series NH horns are listed under UL Standard 464 for audible signal appliances (Indoor use only). "Regulated Voltage Range" is the newest terminology used by UL to identify the voltage range. Prior to this change UL used the terminology "listed Voltage Range". Tabl. 1: Ratings Per lA. Standard 1971 Regulated Input Voltage Vonage Rang. Strobe Model VDC VDCiFWR Candela (CD) NS-24MCW 24 16.0 - 33.0 15130175/"0 NS-241575W 24 16.0 - 33.0 15 (75 on Axis) NS-121575W 12 8.0-17.5 15 (75 on Axi) Table 2: *Awr8g8 MIS CUrrent Ratings NS-24MCWwfth IIgh f9S dBA) Selling VoIlage 1Sed """" tOCO lluca 16.0 VIJC .rm .113 .195 .268 24.0 VIlC .066 .or>! .134 .174 33.0 VIlC .069 .082 .117 .134 _CWwllh Low (90dBA) SellIng VoIlage 1Sed """" tOCO 110ed 16.0 VIlC .070 .106 .188 .261 24.0 VIlC .052 .072 .126 .158 33.0 VIlC .045 .060 .097 .114 Table 3: "'Average RMS Current RatIngs NS-241575W Voltage Hgh (95) dBA Low (90) dBA 16.0 VDC .120 .116 24.0 VDC .094 .093 33.0VDC .102 .078 NS-121575W Voltage IIgh (95) dBA Low (90) dBA 8.0 VDC .341 .324 12.0 VDC .251 .265 17.5 VDC .216 .188 Page 2 of 4 - DF-51988' 07/08104 NOTE: All CAUTIONS and WARNINGS are identified by the symbol &. All warnings are printed in bold capital letters. Jf;.WARNING/'f PLEASE READ THESE SPECIFICA. TIONS AND ASSOCIATED INSTALLATION INSTRUCTIONS CARE FULL YBEFORE USING, SPECIFYING ORAPPL Y1NG THIS PRODUCT. FAILURE TO COMPLY WITH ANY OF THESE IN- STRUCTIONS, CAUTIONS OR WARNINGS COULD RESULT IN IMPROPER APPLICATION, INSTALLATION AND/OR OPERA. TION OF THESE PRODUCTS IN AN EMERGENCY SITUATION, WHICH COULDRESUL TIN PROPERTYDAMAGE,AND SERIOUS tNJURY OR DEATH TO YOU AND/OR OTHERS. Table 4: '"Average Me.n Current Ratings NH Horn 24 Volt Models Voltage High (95) dBA Low (90) dBA 16.0 VDC .019 .017 24.0 VDC .028 .022 33.0 VDC .039 .027 "Average RMS Current is per UL average RMS method and Average Mean Current is per UL average mean method. NH models use average mean current. For rated In Rush and Peak current across the UL listed voltage range for both filtered DC and unfiltered VRMS (FWR), see installation instructions. Table 5: dBA Ratings for Series NSINH Hom Reverberant dBA @ Anechoic dBA @ 10 fL per UL 464 10ft. Descrlptioo VoIurre 12VDC 24 VDC 12VDC 24 VDC QmtilOuS Hgh 83 87 89 95 Hom Low 76 81 84 90 Code 3 Hgh 79 82 89 95 Horn Low 72 76 84 90 SYNC MODB.SlPClWlRSUPPt. Y tNPUT AVERAGE MODEL VOLT AGE MEAN MOUNTING NUMBER (VDC) ;U~.R,~~~ OPTIONS SM-12124-R 24 .028 W [)SM. 1 2124-R 24 .035 W NOTES: 8M Sync Module is rated for 3.0 amperes @ 24 VDC; DSM Sync Module is rated for 3.0 amperes per circuit. The maximum number of interconnected DSM Modules is twenty (20). , A WARNING: CONTACT WHEELOCK FOR THE CURRENT INSTALLATION INSTRUCTIONS (P83983) SERIES NS-24MCW, (P84234) SERIES NS-12 AND24 VDC SINGLE CANDELA MODELS, (P83600) SERIES NH AND "GENERAL INFORMATION" SHEET (P82380) ON THESE PRODUCTS. THESE DOCUMENTS UNDERGO PERIODIC CHANGES. IT IS IMPORTANT THAT YOU HAVE CURRENT INFORMATION ON THESE PRODUCTS. THESE MATERIALS CONTAIN IMPORTANT INFORMATION THAT SHOULD BE READ PRIOR TO SPECIFYING OR INSTALUNG THESE PRODUCTS,INCLUDING: TOTAL CURRENT REQUIRED BY ALL APPUANCES CONNECTED TO SYSTEM SECONDARY POWER SOURCES. FUSE RATINGS ON NOTIFICATION APPLIANCE CIRCUITS TO HANDLE PEAK CURRENTS FROM ALL APPLI- ANCES ON THOSE CIRCUITS. COMPOSITE FLASH RATE FROM MULTIPLE STROBES WITHIN A PERSON'S FIELD OF VIEW. ADDING, REPLACING OR CHANGING APPLIANCES OR CHANGING CANDELA SETTINGS WILL AFFECT CURRENT DRAW. RECALCULATE CURRENT DRAW TO INSURE THAT THE TOTAL AVERAGE CURRENT AND TOTAL PEAK RE- QUIRED BY ALL APPLIANCES DO NOT EXCEED THE RATED CAPACITY OF THE POWER SOURCES OR FUSES. THE VOLTAGE APPLIED TO THESE PRODUCTS MUST BE WITHIN THEIR "REGULATED VOLTAGE RANGE". INSTALLATION OF 110 CANDELA STROBE PRODUCTS IN SLEEPING AREAS. INSTALLATION IN OFFICE AREAS AND OTHER SPECIFICATION AND INSTALLATION ISSUES. THESE APPLIANCES ARE NOT DESIGNED TO BE USED ON CODED SYSTEMS IN WHICH THE APPLIED VOLTAGE IS CYCLED ON AND OFF. FAILURE TO COMPLY WITH THE INSTALLATION INSTRUCTIONS OR GENERAL INFORMATION SHEETS COULD RESULT IN IMPROPER INSTALLATION, APPLICATION, AND/OR OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION, WHICH COULD RESULT IN PROPERTY DAMAGE AND SERIOUS INJURY OR DEATH TO YOU AND/OR OTHERS. CONDUCTOR SIZE (AWG), LENGTH AND AMPACITY SHOULD BE TAKEN INTO CONSIDERATION PRIOR TO DESIGN AND INSTALLATION OF THESE PRODUCTS, PARTICULARLY IN RETROFIT INSTALLATIONS. WIRING DIAGRAMS fHlJIIJ1 PRECEDING + APPLIANCE, SM. - DSM. POWER SUPPLY OR FACP NS AND NH APPLIANCES SYNCHRONIZED WITH SM MODULE SINGLE CLASS "B" NAC CIRCUIT WITH AUDIBLE SILENCE FEATURE NSlNH APPLIANCE + TO NEXT _ APPLIANCE OR EOLR + SIGNAL NS AND NH APPLIANCES SYNCHRONIZED WITH DSM MODULE DUAL CLASS "A" NAC CIRCUIT WITH NO OIlU SYH<; MOOUlE +lIun , . APPLIANCE APPLIANcE ... . AUDIBt< . ., 01"'"52 SIGUl CIRCIlI1'RHURN NOTE: NSINH must be set on Code 3 horn tone to achieve synchronized Temporal (Code 3) tone. Refer to installation Instruction (P83983, P83600 respectively). . For detail using SM or DSM Sync Module refer to Data Sheet S3000 or Installation Instructions P83123 for SM and P83177 for DSM. DF.51988.07f08/04 - Page3of4 . ARCHITECTS AND ENGINEERS SPECIFICATIONS The audiblelvisual notification appliances shall be Wheelock Series NS Ham Strobe appliances and Series NH Ham appliances or approved equals. The Series NS appliances shall meet and be listed for UL Standard 1971 (Emergency Devices for the Hearing-Impaired for Indoor Fire Protection Service). The Series NH Horn shall be UL Listed under Standard 464 (Fire Protective Signaling). The horn strobe shall be listed for indoor use and shall meet the require- ments of FCC Part 15 Class B. All inputs shall be compatible with standard reverse polarity supervision of circuit wiring by the Fire Alarm Control Panel (FACP). The audible portion o!the appliance shall have a minimum of two (2) field selectable settings for dBA levels (90 and 95 dBA) and shall have a choice of continuous or temporal (Code 3) audible outputs. The strobe portion o!the appliance shall produce a flash rate of one (1) flash per second over the Regulated Voltage Range and shall incorporate a Xenon f1ashtube enclosed in a rugged Lexan lens. The Series NS shall be of low current design. Where wall mount, Multi-Candela appliances are specified, the strobe intensity shall have field selectable settings and shall be rated per UL Standard 1971 for 15/30/75/110 candela. The selector switch for selecting the candela setting shall be tamper resistant. The 1575 candela strobe shall be specified when 15 candela UL Standard 1971 Listing with 75 candela on- axis is required (e.g. ADA compliance). When synchronization is required, the appliance shall be compatible with Wheelock's SM, DSM Sync Modules or a Power Supply with Wheelock's built-in Patented Sync Protocol. The strobes shalf not drift out of synchronization at any time during operation. If the sync module or Power Supply fails to operate] (i.e., contacts remain closed), the strobes shall revert to a non-synchronized flash-rate. The appliance shall also be designed so that the audible signal may be silenced while maintain- ing strobe activation. The Series NS Horn Strobes and NH horn shall incorporate a Patented Universal Mounting Plate that shall allow mounting to a single-gang, double-gang, 4-inch square, 1 OOmm European type backboxes, or the SHBB Surface Backbox. If required, an NATP (Notification Appliance Trimplate) shall be provided. All notification appliances shall be backward compatible. SPECIFICATION & ORDERING INFORMATION SYNC AGENCY APPROVALS MODE. STROBE NON- WISM, 24 12 2 MOUNTING CANIlB..A SYNC llSM VllC VllC WIRE OPTIONS UL MeA CSFM FM BFP NS-24MCWFR liI3OI75/lt) X X X X B.DH.GHJ.N.QR.X x X X X X NS.24MCWFW liI3OI7SIIll X X X X B.O.E.F.GHJ,N.QR.l< X X X X X NS.24li75WFR 15 (75 on ads) X X X X B.D.E.F.GHJ.N.QR.X X X X X X NS-12"575WF R "5(75011""\ X X x X B.D.E.F.GHJ,N.QR.X X X X X X 12V NH-12J24-R 24V X X X X X B.D.E.F.GHJ,N.QR.X X X X X X .. A power supply with the built-in patented Wheelock Sync Protocol Page 4 of 4 - OF-51988. 07/08/04 , 1 ,- @) Flre'L1Te" ALarms www.firelite.com July 14. 2004 DF-52013 . E-500 BG-12LX Addressable Manual Pull Station Section: Addressable Devices Patented, U.S. Patent No. 0428,351; 6,380,846 U.S. "atent Pending, 09/686,286 GENERAL The Fire'Llle Alarms BG-12LX is a state-of-the-art, dual- action (i.e., requires two motions to activate the station) pull station that includes an addressable interface (mounted inside) for Fire.Ute's addressable MS-9200, MS- 9200UD, and MS-9600 fire alarm control panels. Because the BG-12LX is addressable, the control panel can dis- play the exact location of the activated manual pull station. This leads fire service personnel quickly to the location of the alarm. FEATURES Aesthetically pleasing, highly visible, dual-action design. Meets ADA 5 lb. maximum pull force. Easily operated (dual-action). Attractive shape and textured finish. Mounts, semi-flush, to a standard single-gang (2.125" [5.3975 em] minimum depth), double-gang, or 4" (10.16 em) square electrical box. When the handle latches in down position, the word "AC- TIV A TED" appears at the top of the handle in bright yel- low to clearly indicate the station has been operated. Keyllock reset; needs only a 1I4-tum to lock/unlock. Includes Braille text on station handle. Captive screw terminals wire-ready for easy connection to SLC loop (accepts up to 12 AWG/3.25 mm' wire). Optional trim ring (BG-TR). Meets UL 38, Standard for Manually Actuated Signaling Boxes. Maintenance personnel can open station (for inspection and testing) without causing an alarm condition. Built-in bicolor LEO, which is visible through the handle of the station, flashes red in normal operation and latches on steady red when in alarm. CONSTRUCTION Shell. door. and handle are molded of durabie LEXAN@ (or polycarbonate equivalent) with a textured finish. OPERATION Pushing in, then pulling down on the handle causes it to latch in the down/activated position. Once latched, the word "ACTIVATED" (in bright yellow) appears at the top of the handle. while a portion of the handle protrudes from the bottom of the station. To reset the station, simply unlock the station with the key and pull the door open. This action resets the handle; closing the door automatically resets the switch. LEXAN@ is a registered trademark of GE Plastics, a subsidiary of General Electric Company. C@US I California State Fire Marshal 7150-0075:184 LISTED <8> MEA 67 -02-E APPROVED BG-12LX Manual stations connect with two wires to one of the con- trol panel SLC loops. Each manual station, on command from the control panel, sends data to the panel represent- ing the state of the pull station switch. Two rotary decimal switches allow address settings (01-99). PRODUCT LINE INFORMATION BG-12LX 8B-lIO 8B-10 BG"TR Dual-action addressable pull station. Includes key lock/reset feature. Surface backbox, indoor/outdoor. Surface backbox. Optional trim ring. Fire-Ute@) Alarms is a Honeywell company. This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact Fire-Ute Alarms. One Fire-Lite Piace. Northford, Connecticut 06472. Phone: (800) 627.3473, Toll-Free FAX: (877) 699-4105. ISO 9001 CERTIFIED 11II_1__,_ nUITY nsn.s DF-52013' 07/14/04 - Page 1 of 2 .; . INSTALLATION The BG-12LX can be semi-flush mounted into a single- gang, double-gang, or standard 4" (10.16 em) square elec- lrical outlet box, or surface mounted to the Model 86-1/0 or 86-10 surface backbox. If the 6G-12LX is semi-flush mounted, then the optional trim ring (6G- TR) may be used. The BG-TR is usually needed for semi-flush mounting with 4" (10.16 em) or double-gang boxes (not with single-gang boxes). ELECTRICAL SPECIFICATIONS Normal operating voltage: 24 VDC. Maximum SLC loop voltage: 28.0 VDC. Maximum SLC loop current: 230 ~A. o = "c:::>." II I .- Back of station without door, -I I mY!J. ~I ~~~~'lll ]1 ~ -11 ( , l___-=-~ :IF CB = . .... TERMINAL CONNECTIONS 1 SLC (-) 2 SLC (+) o ARCHITECTURAL/ ENGINEERING SPECIFICATIONS Manual Fire Alarm Stations shall be non-code, with a key- operated reset lock in order that they may be tested, and so designed that after actual Emergency Operation, they cannot be restored to normal except by use of a key. An operated station shall automatically condition itself so as to be visually detected as activated. Manual stations shall be constructed of red-colored LEXAN@ (or polycarbonate equivalent) with clearly visible operating instructions pro- vided on the cover. The word FIRE shall appear on the front of the stations in white ietters, 1.00 inches (2.54 em) or larger. Stations shall be suitable for surface mounting on matching backbox 88-1/0 or 88-10; or semi-flush mount- ing on a standard single-gang, double-gang, or 4" (10.16 em) square electrical box, and shall be installed within the limits defined by the Americans with Disabilities Act (ADA) or per national/local requirements. Manual Stations shall be Underwriters laboratories listed. Manual stations shall connect with two wires to one of the control panel SlC loops. The manual station shall. on com- mand from the control panel, send data to the panel repre- senting the state of the manual switch. Manual stations shall provide address setting by use of rotary decimal switches. I 0 , ': ~ iJ fP)'1 9 8 7 6 I AODR<-C' LOOP o c.:> Icvt5(:v~ ;- 1.=1~~ ~illr:= 0 -s-..".,..... 0- =0- Cover open to show easy access to the addressable interface module, rotary switch, and UL label. Page 2 of 2 - DF-52013. 07/14/04 ROTARY DECIMAL SWITCHES . MS.9050UD Fire Alarm Control Panel with DACT DF-52418:A' A1-60 @) Rre.UTe AlarmS by Honeywell Addressable General The Fire-Lite MS-9050UD is a Fire Alarm Control Panel (FACP) and Digital Alarm CommunicatorlTransmilter (DACT) combined into one circuit board. This compact, cost effective, intelligent addressable control panel supports up to 50 addres- sable devices of any type of detectors and modules. With an extensive list of powerful features, the MS-9050UD programs just like Fire-Ute's larger products. yet fits into applications pre- viously served only by conventional panels. The MS-90SOUO's integral DACT transmits system status (alarms, troubles, AC loss. etc.) to a Central Station via the public switched telephone network. The power supply and all electronics are contained on a single circuit board supported on a new quick install chassis and housed in a metal cabinet. Available accessories include remote annunciators and reverse polarity/city box transmitter. (4XTMF) Features Listed to UL Standard 864. 9th edition. Auto-program (learn mode) reduces installation time. Reports two devices set to the same address. On-board DACT. 20 software zones. Two independenUy programmable Style Z (Class A) or Style Y (Class B) NAC circuits. Selectable strobe synchronization for System Sensor, Wheelock, and Gentex devices. Remote Ackna'Medge, Silence, Reset and Drill via address. able monitor modules. Two programmable relays and one fixed trouble relay. Integral 8O-character LCD display with backlighting. Real-time clock/calendar with automatic daylight savings control. History file with 500 event capacity. Detector sensitivity test capability (NFPA 72 compliant). Maintenance alert warns when smoke detector dust accu- mulation is excessive. One person audible or silent walk test with walk-test log and printout. Point trouble identification. Waterflow (nonsilenceable) selection per monitor point. System alarm verlftcation selection per detector point. PAS (Positive Alarm Sequence) and Pre-signal per point (NFPA 72 compliant). Up to eight ANN-BUS annunciators. SLC COMMUNICA nON LOOP: Single addressable SLC loop which meets NFPA Style 4. 6 and 7 requirements. 50 addressable device capacity (any combination of addressable detedors and modules). Compatible with Fire-Ute's addressable devices (refer to SLC Wiring Manuai). NOTIFICA TION APPUANCE CIRCUITS (NACS): Two independently programmable output circuits. Circuits can be configured for the following outputs: - Style Y (Class B) - Style Z (Class A) - Door Holder Service - Aux Power Source Silence Inhibit and Autosilence timer options. Continuous, March Time, Temporal or California code for main circuit board NACs with two-stage capability. Selectable strobe synchronlzaUon per NAC. 2.5 A total power for NAGs. NOTE: Maximum or total 24VDC system power shared between all NAC circuits and the ANN-BUS is 2.7 A. PROGRAMMING AND SOFTWARE: Autoprogram (learn mode) reduces installation time. Custom English labels (per point) may be manually entered or selected from an internal library file. Two programmable Form-C relay outputs. 20 software zones. Continuous fire protection during online programming at the front panel. Program Check automatically catches common errors not linked to any zone or input point OF.52418:A -04I05I07-Pag8 1 014 User interface LED INDICA TORS . AC Power (green) . Fire Alarm (red) . Supervisory (yellow) . Trouble (yellow) . Alanm Silenced signalS (yellow) KEYPAD . 16 key alpha-numeric pad. . Acknowledge/Step . Alarm Silenced . Drill (Manual Evacuate) . Reset (lamp test) Ordering Options MS~050UD: Combination DACTlFire Alarm Controt Panel with one SLC loop. Includes main circuit board with display, chassis with transformer, backbox with door, plastic bag con- taining screws, cables, key, etc.. manual. DP-51050: Optional dress panel for the MS-9050UD. TR-l:E: Trim Ring for semi-flush mounting. BB-26: Battery backbox, holds up to two 25 AH batteries and CHG-75. BB-55F: Battery box, houses two 55 AH batteries CHG..75: Battery charger for lead.acid batteries with a rating of 25 to 75 AH. BAT Serles: Batteries, see data sheet DF-52397. PRTIPK-CABLE: Cable printer/personal computer interface cable. PRN-6F: Ullisted compatible event printer. Uses tractor-fed paper. OPTIONAL MODULES 4XT11F Reverse Polortty Transmitter Module: Provides a supervised output for local energy municipal box transmitter, alarm and trouble. Includes a disabk! switch and disable trou- ble LED. COMPA TIBLE ANNUNCIA TORS ANN.SO: Remote LCD annunciator mimics the FACP display ANN-IIO: Input/Output Module for driving graphic annuncia- tors or relays ANN-SIPG: Serial/Parallel Printer Interface modu~ for con. necting printer to FACP ADDRESSABLE DEVICES All feature a polling LED and rotary switches for addressing. CP355: Addressabl.e low-profile ionization smoke detector. 50355: Addressable low-profile photoelectric smoke detec- tor. S0355T: Addressable low-profile photoelectric smoke detec- tor with thermal sensor. H355: Fast-response. low-profile heat detector. H355R: Fast-response. low-profile heat detector with rate-of- rise option. AD355: Low-profile. intelligent. -Adapt" multi-sensor detector (B350LP base Included). CLIP MODE ONLY BEAM355: Intelligent beam smoke detector. BEAM355S: Intelligent beam smoke detector with integral sensitivity test. D350PL: Photoelectric low-flow duct smoke detector. D350RPL: Photoelectric low-flow duct smoke detector with relay option. MMF-300: Addressable Monitor Module for one zone of nor. mally-open dry-contact Initiating devices. Mounts in standard 4.0' (10.16 em.) box. Includes plastic cover plate and end-of- line resistor. Module may be configured for either a Styte B (Class B) or Style 0 (Class A) IDC. MDF-300: Dual Monitor Module. Same as MMF-300 except it provides two Style B (Class B) only IDCs. MMF-301: Miniature version of MMF-300. Excludes LEO and Style 0 option. Connects with wire pigtails. May mount in device backbox. MMF-302: Similar to MMF-300, but may monitor up to 20 con- ventional two-wire detectors. Requires resettable 24 VDC power. Consult factory for compatible smoke detectors. CMF-300: Addressable Control Module fOr one Style YIZ (Class BfA) zone of supervised polarized Notification Appli- ances. Mounts directly to a 4.0" (10.16 em.) electrical box. Notification Appliance Circuit option requires external 24 vac to power notification appliances. CRF-300: Addressable relay module containing two isolated sets of Form-C contacts, which operate as a DPOT switch. Mounts directly to a 4.0" (10.16 em.) box. surface mount using the 5MB500. BG.12LX: Addressable manual pull station with interface module mounted inside. 1300: This module isolates the SLC loop from short circuit conditions (required for Style 6 or 7 operation). 5MB500: Used to mount all modules except the MMF-301 and M301. MMF-300..10: Ten-input monitor module. Mount one or two modules in a BB-2F cabinet (optional). Mount up to six mod- ules on a CHS-6 chassis in a BB-6F cabinet. MMF-302006: Six-zone interface module. Mount one or two modules In a BB-2F cabinet (optional). Mount up to six mod- ules on a CHS-6 chassis in a BB-6F cabinet. CMF-300-6: Six-circuit supervised control module. Mount one or two modules in a BB-2F cabinet (optional). Mount up to six modules on a CHS-6 chassIs In a BB-6F cabinet. CRF-300-6: Six Form-C relay control module. Mount one or two modules In a BB-2F cabinet (optional). Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. NOTE: 1) For more information on Compatible Addressable Devices for use with the MS-90SOUD. see the following data sheets (document numbers): AD355 (DF-52386), BG-12LX (DF- 52013), CMF-300-6 (DF-52365), CRF-300-6 (DF-52374), CMFI CRF Sories (DF-52f30), CP355 (DF-52383), D350PUD350RPL (DF-52398), H355 Series (DF-52385), /300 (DF-52389), MMF-300 SeriesIMDF-3oo (DF-52121), MMF-300-fO (DF-52347), MMF- 302-6 (DF-52356), SD355/SD355T (DF-52384). 2) Legacy 300 Series delection _s such os tho AD355, CP3001CP350, SD300(T)lSD350(T} and older modules such as the M300, M301, M302, C304, and BG-fOLX are nolcompetible with LiteSpeed po/ling. If the SLC contains one of these devices, po/ling must be set for standard CUP protocol. Please consult fac- tory for further information on previous 300 Series devices. Page 2 of 4 - DF-52418:A. 04105107 ADDRESSABLE DEVICE ACCESSORIES End-of-Llne Roolslor Assembly (R-47K end R-3.llK): 47k ohm supervises the MMF-300. MDF-300, MMF-301, and CMF-300 module circuits. 3.9k ohm End-of..tlne Resistor assembly supervises the MMF-302 module circuit. These resistors are Included with each module. _. Suporvl&lon Relay: SUpervises !he power to 4-wire smoke detectors and notification appliances. N-ELR Mounting Plate: Single End-of-Line resistor plate required for use In Canada. Wiring Requirements While shielded wire is not required, it is recommended that all SlC wiring be twisted-pair to minimize the effects of electrical inter- ference. Wire size should be no smaller than 18 AWG (0.78 mm') and no larger than 12 AWG (3.1 mm'). The wire size depends on the length of the SLC circuit. Use the following table to determine the specific wiring requirements for the SLC. (Refer to the panel manual for complete details.) CIRCUIT CONNECTIONS WIRE REQUIREMENTS Circuit WI... Type and Recommended Circuit Type Max. Distance WI... Gauge and Compatible Brands Function Limitations Feet (meters) 12 AWG (3.25 mm<): Genesis 4410, Signal 98230, Belden 9583. WPW999 14 AWG (2.00 mm'):Genesls 4408 & 4608 Twisted, shielded pair Signal 98430, Belden 9581. WPW995 40 ohms maximum per 10.000 (3,000 m) 18 AWG (1.30 mm'): Genesis 4406 & 4B08 length 01 Style 6 and 7 8,000 (2,400 m) Signai 9B63O. Belden 9575. WPW991 loops. 40 ohms per 4,875 (1,450 m) Direct Burial ('..Ahle lsotec branch maxin'MJm for Style 3.225 (980 m) NP713110VNQ-S 4 loops 18 AWG (0.75 mm'): Genesis 4402 & 4602 Connects to 81gn8198300. Belden 9574, WPW975 SLC loop Direct Burial Cable lsotec (power-limited) Addressable NP714110VNQ-S Devices 12 AWG (3.25 mm'): Belden 5020UL & Twisted, unshielded pair 6020UL, Genesis WG-4315 & WG-4515 40 ohms maximum per 10,000 (3.000 m) 14 AWG (2.00 mm'):Belden 5120UL & length 01 Style 6 and 7 8,000 (2,400 m) 612OUL. Genesis WG-t313 & WG-t513 loops. 40 ohms per 4,875 (1.450 m) 16AWG (1.30mm'): Belden 5220UL & branch maximum for Style 3.225 (980 m) 6220UL, Genesis WG-t311 & WG-4511 4 loops 18 AWG (0.75 mm'): Belden 5320UL & 6320UL, Genesis WG-t306 & WG-4506 I Untwlsteo, unsn,e'ded 3.000 (900 m) 12-18 AWG (3.25 - 0.75 mm') using listed pai,s wire COnnects!o I TWIsted, sn.e1deo pa"_ 18AWG (0.75mm') (EIA-4B5) annunciator mod- a characteristic imped. 6,000 (1.800 m) (power~imited) ules ance of 120 ohms EIA-232 I <;onnOClS to 18 AWG (0.75 mm2) minimum (power~imited) remote PC com- Twisted. shielded pair 5O(15m) puter MMF-300 and Initiating Device ' Maxlmumloop WIre resls- MMF-301 tance is 40 ohms for the 2.500 (760 m) 12-18 AWG (3.25 - 0.75 mm') Circuit MMF-3QO and 20 ohms for (power~imned) the MMF-301 Initiating Device NO more man a 2.4 volt MMF-302 drop allowed at end of dr- 2,500 (760 m) 12-18 AWG (3.25 - 0.75 mm') (power-limited) Circuit cull Maximum loop wire resistance is 25 ohms In alarm, no more than a Distance ImitatiOn CMF-300 Notification Appli- 1.2 volt drop allowed at set by 1.2 volt 12-18 AWG (3.25 - 0.75 mm') (power-limited) ance Circuit end of circuit maximum line drop a) When using untwisted, unshielded wire, full conduit is reoommended for optimum EMIIRFI protection. DF-52418:A. 04f05107 -Page 3of4 SYSTEM SPECIFICATIONS System Capacity Intelligent Signalling Line Circuits... ............................... ...1 Addressable device capacity ............................................ 50 Programmable software zones ......................................... 20 Annunciators......., ...... ............. ...... .... ".... ...... ...... ........... .... 8 Electrical Specifications AC Power. 120 VAC, 60 Hz, 0.3 A. Battery: Two 12 V 18 AH lead-acid batteries. Battery Charger Capacity: 7-18 AH (MS-9050UD cabinet holds maximum of two 18 AH batteries.) Communication Loop: Supervised and power-limited. Notification Appliance Circuits: Terminal Block provides connections for two NACs, Style Y (Class B) or. Style Z (Class A). Special Application power. Power-limited, supervised cir- cuitry. Maximum signaling current per circuit: 2.5 A. End-of- Line Resistor: 4.7 kohm, 11, watt (PIN 71252 UL listed) for Style Y (Class B) NAC, Refer to the FireoLhe Device CompatibUity Document for listed compatible devices. Two Programmable Relays and Ona Flxad Trouble Ralay: Contact rating: 2.0 A @ 30 VDC (resistive). 0.5 A @ 30 VAC (resistive). Form-C relays, nonpower-Iimited, nonsupervised. Cabinet Specifications Door: 19.26" (48.92 em.) high x 16.82" (42.73 em.) wide x 0.72" (1.82 em.) deep, Backbox: 19.00' (48.26 em.) high x 16.65' (42.29 em.) wide x 5.25" (13.34 em.) deep. Trim Ring (TR-CE): 22.00" (55.88 em.) high x 19.65' (49.91 em.) wide. Shipping Specifications Weight: 26.9Ibs. (12.20 kg.) Dlmanslona: 20.00' (50.80 em.) high x 22.5" (57.15 em,) wide x 8.5" (21.59 em.) deep. Temperature and Humidity Ranges This system meets NFPA requirements for operation at 0 - 49"C132 - 120"F and at a relative humidity 93% t 2% RH (noncondensing) at 32'C t 2'C (90"F t 3'F). However, the useful life of the system's standby batteries and the electronic components may be adversely affected by extreme tempera. ture ranges and humidity. Therefore, It is recommended that this system and its peripherals be installed in an environment with a normal room temparature of 15 - 27'CI60 - 8O'F. NFPA Standards The MS-9050UD complies whh the following NFPA 72 Fire Alarm Systems requirements: - LOCAL (Automatic, Manual, Waterflow and Sprinkler Suparvisory). - AUXIUARY (Automatic, Manual and Waterflow) (requires 4XTMF), - REMOTE STATION (Automatic, Manual and Waterflow) (Where a DACT is not accepted, the alarm, trouble and supervisory relays may be connected to UL 864 listed transmitters. For reverse polarity signaling of alarm and trouble, 4XTMF is required,) - PROPRIETARY (Autometic, Manual and Waterflow). - CENTRAL STATION (Automatic, Manual and Waterflow, and Sprinkler Suparvlsed). Agency Listings and Approvals The listings and approvals below apply to the basic MS- 9050UD control panel. In some cases, certain modules may not be listed by certain approval agencies, or listing may be in process. Consutt factory for latest listing status. , UL: S624 'FMapprovad , CSFM: 7165-0075:210 . MEA: 442-08.E UteSpeed'lll is a trademark; and FlreUteIl AIannse and System SensortD 8re registentd tradem&rks of HoneyweaI International Inc. MIaosofl<<) and WindOWS<<> are registered trademarks of the Microsoft Corporation. C2007 by Honeywell Intemational Inc. All rights reserved. Unauthorized use of this documenlls strictly prohibited. ISO 9001 ---..---..-.... _1- 1_ "llITY ,un., This document is not intended to be used for installation purposes. We by to keep our product information up-1o-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to mange without notice. ~ Page 4 of 4 - DF-52418:A . 04105107 For more information. contact FiI'8"Ute A1anns. Phone: (800) 627-3473, FAX: (an) 699-4105. www.firelite.com Made In the U.S. A. .. ANN-SO SO-Character LCD Serial Annunciator DF-52417:A . 6-90 @Rre'UTa'ALarmS by Honeywell Annunciators General The ANN-50 Annunciator is a compact, backlit, aD-character LCD fire annunciator that mimics the Fire Alarm Control Panel (FACP) display. It provides system status indicators for AC Power, Alarm. Trouble. Supervisory, and Alarm Silenced condi- tions. The ANN-80 and the FACP communicate over a two-wire serial interface employ;ng the ANN-BUS communication format. Connected devices are powered. via two additional wires, by either the host FACP or a remote UL-Iisted. filtered power supply. The ANN-80 displays English-language text of system point information including device type, zone, independent point alarm. trouble or supervisory status, as well as any custom alpha labels programmed into the control panel. It includes con- trol switches for remote control of critical system functions. (A keyswitch prevents unauthorized operation of the control switches.) Up to eight ANN-80s may be connected to the ANN-Bus of each FACP. No programming is required, which saves time during system commissioning. Features Backlit 8O-character LCD display (20 characters x 4 lines) Mimics all display information from the host panel. Control switches for System Acknowledge, Signal Silence, Drill, and Reset. Control switches can be independently enabled or disabled at the FACP. Keyswitch enables/disables control switches and mechani- cally locks annunciator enclosure Keyswitch can be enabled or disabled at the FACP. Enclosure supervised for tamper. System status LEOs for AC Power, Alarm, Trouble, Supervi~ sory. and Alarm Silence. Local sounder can be enabled or disabled at the FACP. ANN-80 connects to the ANN~BUS terminal on the FACP and requires minimal panel programming. Displays device type Identifiers, individual point alarm, trou- ble, supervisory, zone, and custom alpha labels. Time-and date display field. Aesthetically pleasing design constructed of durable Lexan. Surface mount directly to wall or to single, double, or 4" square electrical box. Semi-flush mount to single, double, or 4. square electrical box. Csn be remotely located up to 6,000 feet (1 ,800 m) from the panel. Backlight turns off during AC loss to conserve battery power but will turn back on if an alarm condition occurs. May be powered by 24 VOC from the host FACP or by remote power supply (requires 24 VOC). Up to eight ANN-80s can be connected on the ANN-BUS. Controls ancllndicators AC Power Alarm Trouble Supervisory Alarm Silenced Speci'-'cations Operating wIlage range: 18 VDC to 28 VDC Current consumption @ 24 VDC nominal (filtered and non- resettable): 40 mA maximum. Amblenllemperature: 320F to 1200F (OOC to 49'C). Relative humidity: 93% f 2% RH (noncondensing) at 320C . 2'C (90'F f 30F). 5.375" (13.65 em.) high x 6.875" (17.46 em.) wide x 1.375" (3.49 em.) deep. For use indoors in a dry location. All connections are power-limited and supervised. Agency Ustings and Approvals The listings and approvals below apply to the ANN-80. In some cases, certain modules may not be listed by certain approval agencies, or listing may be in process. Consult factory for latest listing status. . UL: 52424 o FM apprOlled . CSFM: 7120-0075:211 . MEA: 442-06-E The ANN.BUS POWERING THE DEVICES ON THE ANNoBUS FROM AUXILIARY POWER SUPPLY The ANN-BUS can be powered by an auxiliary power supply when the maximum number of ANN-BUS devices exceeds the ANN-BUS power requirements. See the FACP manual for more information. DF~52417;A '"03121/07 -Page 1 of2 . . ANN-BUS DEVICE ADDRESSING Each ANN-BUS device requires a unique address (10 Number) in order to communicate with the FACP. A maximum of 8 devices can be connected to the FAGP ANN-BUS communication circuit. See the FAC? manual for more information. WIRE REQUIREMENTS: COMMUNICA TIONS CIRCUIT The ANN.80 connects to the FACP ANN-BUS communications circuit. To determine the type of wire and the maximum wiring distance that can be used with FACP ANN-BUS accessory mod- ules, it is necessary to calculate the total worst case current draw for all modules on a single 4-conductor bus. The total worst case current draw is calculated by adding the individual worst case currents for each module. NOTE: For total worst case current draw on a single ANN-BUS refer to appropriate FACP manual. After calculating the total worst case current draw, the following table specifies the maximum distance the modules can be located from the FACP on a single wire run. The table ensures 6.0 volts of line drop maximum. In general, the wire length Is lim- ited by resistance, but for heavier wire gauges, capacitance Is the limiting factor. These cases are marked in the chart with an asterisk (*). Maxi~ mum length can never be more than 6,000 feet (1,800 m), regardless of gauge used. See table below. WIRE REQUIREMENTS: POWER CIRCUIT 14 to 18 AWG (0.75 - 2.08 mm') wire for 24 VDC power cir- cuit is acceptabJe. Power wire distance limitation is set by 1.2 volt maximum line drop form source to end of circuit. AU connections are power-limited and supervised. A maximum of eight ANN-BO modules may be connected to this circuit. Communication Pair Wiring Distance: FACP to Last ANN-BUS Module Total Worst Case 22 Gauge 18 Gauge 16 Gauge 14 Gauge Currant Draw (amps) 0.100 1.852 ft. 4.688 ft. . 6.000 ft. '6.000 ft. 0.200 926ft. 2.34411. 3.73111. 5.906 ft. 0.300 617ft. 1.56311. 2.488 ft. 3.937 ft. 0.400 483ft. 1.172ft. 1.866 ft. 2,953 ft. O.SOO 370ft. 938ft. 1,493 ft. 2,362 ft. 0.600 309ft. 781 ft. 1,244 ft. 1,969 ft. 0.700 265ft. 670ft. 1,066 ft. 1,887 ft. 0.800 231 ft. 586ft. 93311. 1.476 ft. 0.900 208ft. 521 ft. 829ft. 1,312ft. 1.000 (max.) 185ft. 469ft. 74611. 1,181 ft. WIRING CONFIGURA nON The following figure illustrates the wiring between the FACP and ANN-BUS devices. ANN-BUS and power wiring are supervised and power-limited. II1II . +- T., 4 3 ANN-BUS Device MS-90SOUD 1 234 5 6 7 6 FACP Wiring to ANN-BUS Device o FlreUte4D Alarms is a registered trademark of Honeywelllntemational Inc. LEXANIl is a registered trademark of GE Plastics, a subsidiary of General Electric Company. <moo7 by Honeywell lntemational Inc. All rights reserved. Unauthorized use of this document Is strictly prohibited. ISO 9001 ---............. -"1__1- ".11" SU"IS This document is not intended to be used for installation purposes. We by to keep our product information up-to-date and accurate. We cannot rover all specific applications or anticipate atl requirements. All specifications are subject to change without notice. ~ Page 2 of 2 - DF-52417:A. 03121107 For more information, contact FI~Ute Alarms. Phone: (BOO) 627-3473, FAX: (an) 699-4105. YNNi.firelite.com Made in the U.S. A.