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Home My WebLink About32533-Z FORM NO. 4 , TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32501 Date: 08/03/07 THIS CERTIFIES that the building NEW BUILDING Location of Property: 74825 MAIN RD (HOUSE NO.) County Tax Map No. 473889 Section 45 GREENPORT (STREET) (HAMLET) Block ~ Lot 8.3 Subdivision Filed Map No. Lot No. I conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 10, 2006 pursuant to which Building Permit No. 32533-Z dated DECEMBER 1, 2006 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 BANK BUILDING AS APPLIED FOR. The certificate is issued to 74825 MAIN ROAD (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL CI0-05-00l3 08/02/07 ELECTRICAL CERTIFICATE NO. 3029062 07/19/07 PLUMBERS CERTIFICATION DATED 07/19/07 PECONIC PLUMBING & HEAT Signature Rev. 1/81 &d':::. ~ (t~~ 90'6'-\ Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL r c (i\ R ~ ~~ l~ 765-1802 \'1 ~- ~~ (,,,_If ____' ,u IU'\ ' APPLICATION FOR CERTIFICATE OF OCCUPAN JUl 11 T l.::J \ ThIS \!PpiIcatlOn must be tilled III by typewrIter or mk and submitted to the BuIldIng Del' rtm ". iI"lwiP-S: ! T'p.Y'{~J)f.SS"LTHQ,~--- A. For new building or new use: I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Swom statement from plumber certifying that the solder used in system contains less than 2/1 0 of I % lead, 5. Conunercial 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. ~ (::s~ bv.+~.r\:\ '\ ~ ~\\,_3~-OI\"D) 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. CeI1ificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. 0'7-/7-C7 New Construction: V Old or Pre-existing Building: Location ofproperty: 7'f2l.s /"( ArM ~1i^" House No. Street (check one) CriUT Hamlet Owner or Owners of Property: '7'f 8 Zs /'1f'I'IN. "? t:>, L. Lc. , 'is- Block '-f Lot !?3 Suffolk County Tax Map No 1000, Section Subdivision Filed Map. Applicant: 6C-6 Lot: /(Jr4,-'t- Y' Pemlit No. 32-533 Date of Permit. /2--/-0" Health Dept. Approval: Planning Board Approval: Underwriters Approval: Request for: Temporary Cel1ificate _ Final Certificate: x (check one) Fee Submitted: $ GO 3;}S-b I f2e G- ~~C\J.lj ~ pIicant Signature Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 7/ If! I~ 67 , Building Permit No. :5 ~ 535 Owner: 7'1'W2C;- /YlRIh M. LL{'. (please print) Plumber: 'Pr"".C'Ol/lrl> P/tA--Jl'vt.4"IA'j -I--ffCC6'hCJ (please print) ~ eo~ e J. g e.v-r,,-/ .J'.e... I certifY that the solder used in the water supp~y system contains less than 2/10 of 1% lead. ~/,.,Q~ Sworn to before me this 17 30~:,1 t1~:~ Notary Public, Su. Kc> I I (county VICI8 L LOPER Nolary PubIC, State II Now 'M No.OIL06070081 Qullfiod in Suff~~ Cl ,. r ) Cammissiaolflqlinls -, - V ~~~~ ~ BY THIS CERTIFICATE OF COMPLIANCE THE I ~ NEW YORK BOARD OF FIRE UNDERWRITERS ~ ~ BUREAU OF ELECTRICITY ~ ~ 40 FULTON STREET - NEW YORK, NY 1 0038 ~ ~ CERTIFIES THAT ~ ~ ~ ~ Upon the application of upon premises owned by ~ ~ ~ ~ G & S ELECTRICAL CONTR. HUDSON CITY SAVINGS BANK ~ ~ P.O. BOX 215 74825 MAIN ROAD ~ ~ SOUTHOLD, NY 11971, GREENPORT, NY 11944 I ~ Located at 74825 MAIN ROAD GREEN PORT, NY 11944 ~ ~ ~ ~ Application Number: 3029062 Certificate Number: 3029062 ~ I Section: 45 Block: 04 Lot: 8.3 Building Permit: BDC: NS37 I ~ Described as a Commercial occupancy, wherein the premises electrical system consisting of ~ ~ electrical devices and wiring, described below, located in/on the premises at: ~ ~ First Floor, Outside, Attic, ~ ~ A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed ~ ~ herein, was conducted in accordance with the requirements of the applicable code and/or standard ~ ~ promulgated by the State of New York, Department of State Code Enforcement and Administration, or other ~ ~ authority having jurisdiction, and found to be in compliance therewith on the 19th Day of July, 2007. @! ~ Name OTY Rate Rating Circuit ~ ~ ~ Alarm and Emergency Equipment ~ ~ Combo Exit and Emergency Light 2 0 ~ ~ Emergency Light I 0 ~ ~ Exit Light 3 0 ~ ~ Appliances and Accessories ~ ~ Exhaust Fan 2 0 F.E.P. ml ~ Furnace I 0 Gas ~ ~ Time Clock/Switch 2 0 ~ ~ Air Conditioner I 0 24.000 BTU ~ ~ Air Conditioner I 0 48.000 BTU ~ ~ Air Conditioner 1 0 60.000 BTU ~ ~~~~ ~ ~ Outlet 128 0 Fixture @! ~ Fixture 107 0 Incandescent ~ ~ Fixture 2 0 Flourescent ~ ~ Fixture 4 0 Incandescent ~ ; Pole/Post LIghtIng Standard 8 0 Incandescent seal ~ ~ Outlet 64 0 General Purpose ~ ~ Continued on Next Page of 2 ~ I This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. I l!I~ii!m!.il!Jii!m!l!I ~~~I!I ~ BY THIS CERTIFICATE OF COMPLIANCE THE I ~ NEW YORK BOARD OF FIRE UNDERWRITERS ~ ~ ~ fo!J BUREAU OF ELECTRICITY ~ ~ ~ ~ 40 FULTON STREET - NEW YORK, NY 1 0038 ~ ~ CERTIFIES THAT ~ I Up'" Iii ,""Ii,,""o of" p"' p<em ;po; woed by I ~ ~ @! G & S ELECTRICAL CONTR. HUDSON CITY SAVINGS BANK ~ ~ P.O. BOX 215 74825 MAIN ROAD ~ ~ SOUTHOLD, NY 11971, GREENPORT, NY 11944 ~ ~ ~ ~ Located at 74825 MAIN ROAD GREENPORT. NY 11944 ~ ~ 3029062 3029062 ~ fo!J Application Number: Certificate Number: fo!J ~ ~ ~ Section: 45 Block: 04 Lot: 8.3 Building Permi!: BDC: NS37 ~ ~ ~~ ~ ~ ~I~~~;:~:~ d:svi~es and wiring, described below, located i~/~~uf::~~;~s~:i;t:the premises electrical system consisting of ~ ~ First Floor, Outside, Attic, ~ ~ ~ ~ A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed ~ ~ herein, was conducted in accordance with the requirements of the applicable code and/or standard ~ ~ promulgated by the State of New York, Department of State Code Enforcement and Administration, or other ~ @! authority having jurisdiction, and found to be in compliance therewith on the 19th Day of July, 2007. @! ~ Name OTY Rate Ratinl! Circuit ~ ~ ~ Receptacle . 44 0 General Purpose ~ ~ Switch 21 0 General Purpose ~ ~ Disconnect 3 0 60a Air Conditioner ~ ~ Receptacle 5 0 GFCI fo!J ~ Service ~ ~ I Phase 3 W Service Rating 600 Amperes ~ ~ Service Disconnect: 3 200 cb ~ ~ Meters: 2 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~ i ~ ~ ; 2 of 2 ~ ; This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. ; I!I~.I!I James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall 53095 Route 25 P.O. Box 1179 South old, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0229C Date: July 26, 2007 THIS CERTIFIES that the demolition of existing building and construction of an office/medical building with apartments above and a bank building At 74825 Main Road, Greenport, New York Suffolk County Tax Map # 45-4-8.3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 06/24/05 pursuant to which Trustees Permit # 6158 Dated 07/20/05. Was issued, and conforms to all of the requirements and conditions of the applicable provisions oflaw. The project for which this certificate is being issued is for the demolition of existing building and construction of an office/medical building with apartments above and a bank building. The certificate is issued to BCB Realtv Holding Corporation owner of the aforesaid property. r-~~ Authorized Signature ,PPEALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard P. Goehringer Vincent Orlando James Dinizio, Jr. Michael A. Simon Southold Town Hall 53095 Main Road' P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 1197 I http://southoldtown . northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 . Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 1, 2005 ZBA Ref. 5739 - BCB REALTY HOLDING CORP. Property Location: 74825 Main Road, Greenport Zone District: B General Business SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review fails under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. CTM 45-4-8.3 PROPERTY FACTS/DESCRIPTION: The applicant's 61,264 sq. ft. parcel has 254.65 feet along the Main Road (a/k/a Front Street or NYS Route 25) in Greenport, as shown on the January 3, 2005 land survey prepared by Joseph A. Ingegno and May 10, 2005 site plan (SP-2), amended 8-2-05 by East End Design Associates, LLC. BASIS OF APPLICATION: Building Department's April 22, 2005 Notice of Disapproval, citing Section 100-103-C in its denial of an application for a building permit to construct a proposed new building. The reason stated for disapproving the application is that the building is proposed with a frontage greater than the code limitation of 60 feet on one street. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on August 18, 2005 at which time wntten and oral evidence were presented. Based upon all testimony, documentation, personal Inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicants wish to construct a new office building With canopy over two dnve-up lane stations, for a total width of 71.5 feet at the front section facing the Main Road, as shown on Plan A-3 revised 8/2/05 prepared by East End Drafting LLC certified by James Deerkoskl, P.E. ' REASONS FOR. BOARD ACTION: On the basis of testimony presented, materials submitted and personal Inspections, the Board makes the following findings: 4.- September 1,2005 rile Ref. 5739 - BCB Realty Holding Corp. ,TM 45-4-8.3 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood has similar buildings in close vicinity with dimensions equal to, or larger than the requested 71.5 ft. width. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The reason for the additional width of the building is for a proposed permanent canopy over the drive-in banking lanes. The canopy is needed for operational purposes, as well as weather and security reasons. 3. The variance granted herein is substantial. The code iimits the width of buildings on one street to 60 feet, and the relief requested increases the width by 19%, for a total width of 71.5 feet. 4. The difficulty has been self-created and is related to the needs of the bank '3nd its customers. 5. No evidence has been submitted to suggest that a variance in this business community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the requested reiief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of increased building width for a permanent canopy over drive-up lanes, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Orlando, seconded by Member Dinizio, and duiy carried, to GRANT the variance as applied for, as shown on the plans dated 4/4/05, revised 8/2/05 by East End Drafting LLC, certified by James Deerkoski, P.E. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (C (Member Simon was absent.) This Resolution w Orlando, and Dinizio. '2,~~1:> ~ ~ PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE WCAll0N: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY KENNETH L. EDWARDS MARTIN H. SIDOR GEORQED...SOI.Gl\lGN P "~'Si;<p~l~-?~~~SEll,r' "; i <: lfJ\ JUL 3. 2S~U . L ,:,~~-:'~~-;';- iJ~~'tf~iT':~JLO Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD , .' 74825 Main Road LLC Bret D. Kehl 5130 Main Bayview Road Southold, NY 11971 Re: BCB Realty Holding Corp. 74825 Main Road, Greenport, NY SCTM #: 1000-45-4.8.3 Dear Mr. Kehl: At the written request of Bret Kehl date received July 20, 2007 requesting final site plan inspection, Planning Department staff performed a site visit on July 30, 2007. In reference to the above, the Planning Board held a work session on July 30, 2007 to review the changes in the submitted as-built revised site plan dated May 10,2005 and last revised July 16, 2007. This is to inform you that the site plan requirements have been satisfied and include the following items: . The Planning Board acknowledges the changes in parking, landscape, dumpster location, sidewalk and lighting as shown on the plan prepared by East End Design Associates and certified by James Deerkoski P.E. dated May 10,2005 and last revised July 16, 2007 and approves the site plan as submitted. . The owner agrees to complete all landscape as shown on the approved site plan within one year of the date of this letter. . All handicap parking stalls, access aisles and signage must comply with New York State Code and ADA requirements. . 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. All lighting must meet town code requirements. . As per landscape survivability, the applicant agrees to replace any ofthe landscaping which dies within three (3) years of planting. . As per Town Code ~280-l27, "any change in use or intensity of use which will affect the characteristics of the site in terms of parking, loading, access, drainage, open space or utilities will require site plan approval". BCB Realty Holding Corp. Page Two July 30, 2007 Please find enclosed a signed approved 'as-built' site piau. , This letter does not condone any changes from the as-built site piau aud approvals from other agencies if required. Respectfully yours, ~/3tJ~ tferilyn B. ~oodhouse. Chairperson Cc: File Ronald Hill, RLH Land Planning Services Building Department (with stamped piau) Engineering Department (with stamped piau) Ene.: One (I) signed approved 'as-built' site piau. 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. 32533 Z Date DECEMBER 1, 2006 Permission is hereby granted to: BCB REALTY HOLDING CORP PO BOX 1675 SOUTHOLD,NY 11971 for : CONSTRUCTION OF A BANK BUILDING AS APPLIED FOR PER SCHD, DEC, TRUSTEES, ZBA AND PLANNING at premises located at GREEN PORT 74825 MAIN RD County Tax Map No. 473889 Section 045 Block 0004 Lot No. 008.003 pursuant to application dated NOVEMBER 10, 2006 and approved by the Building Inspector to expire on JUNE 1, 2008. Fee $ 1,379.80 ORIGINAL Rev. 5/8/02 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. 32533 Z Date DECEMBER 1, 2006 Permission is hereby granted to: BCB REALTY HOLDING CORP PO BOX 1675 SOUTHOLD,NY 11971 for : INSTALLATION OF A FOUNDATION FOR A BANK BUILDING AS APPLIED FOR PER SCHD, DEC, TRUSTEES, ZBA AND PLANNING at premises located at 74825 MAIN RD GREEN PORT County Tax Map No. 473889 Section 045 Block 0004 Lot No. 008.003 pursuant to application dated NOVEMBER 10, 2006 and approved by the Fee $ 200.00 Building Inspector to expire on JUNE 1, 2008. r'zed Signature ORIGINAL Rev. 5/8/02 t1{)~ G~ 1SfifJ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY NRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRucnON [ ] FIRE RESISTANT PENETRATION REMARKS:~ ~~- ~~K- ~ek ~>;~OIOY\ - PifbS'0) c. DATE 7 ---2~ /07 INSPECTOR 32.0'33-r- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [ ] RRE RESISTANT CONS'IRUCTlON REMARKS: CLJ DATE [ ] ROUGH PLBG. [ ] IN~ION [~NAL [ ] RRE SAFETY INSPECTION [ ] RRE RESISTANT PENETRAnoN INSPECTOR 3~S33> 7- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [ ] RRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. p(]INSULATION '[ ) FINAL [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT PENETRAnON REMARKS:~ ~ ~ tJk ~ ~ ;€ /30 M.., DATE S~'I-07 ~.~ INSPECTOR }~SJ3:Z- TOWN OF SOUTHOlD BUilDING DEPT. 765.1802 INSPECTION ] FOUNDATION 1ST tx! ROUGH PlBG. ] FOUNDATION 2ND [ ] INSULATION ] FRAMING I STRAPPING [] FINAL ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRA110N REMARK~~~ O~~ DATE t(----)-3,--o7 INSPECTOR * ~ L 3 ')-.5)3 Z. \AJ~ ~dt- , ~~ TOWN OF SOUTHOLD BUILDING DEPT. J 4. J 765.1802 /~-:>. INSPECTION ~ i] FOUNDATION 1ST P<f ROUGH PLBO. [ ] FOUNDATION 2ND [ ] INSULATION 9<f FRAMING I STRAPPING [] FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONS11UJcnON [ ] RRE RESISTANT PENETRAnoN REMARKS. TJW.<+ ~ ~.b..~. rwz ~etl ~~~, 7Jv"~~ ~~~\J, t:r=. ~ ~ ~ '-\ - \ ~ J.- - . ~ // ~~J.. ~~ t .<0 ...::r G If -;)-)/07 I't ~) 'J ~ 10 ~/"l ~ %7- DATE t~'}o~()7 INSPECTOR ~ ~ I JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 Date: March 21, 2007 To: Town of South old Building Dept. Framing/Strapping/ Plumbing Inspections 74825 Main Rd Greenport, NY Permit# 32533 To Whom It May Concern: A Framing, Plumbing, and Strapping Inspections were performed on the above mentioned structure and it is deemed that all work was done as per plan and meets all state and local building codes. A Pressure test was also performed on the plumbing system within the concrete slab area. Any questions feel free to call. \; ~ \ \ \ \\ Sincerely J~s . \ \~ /! ;" '" ~ "-:7.. 71' ~8 , <t- ,-,/ ,JR I 3?' JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Town of South old Building Dept. April 11,2007 t9 ~.. 0 (fj)o//o Foundation Inspecti n West ilding)" ':4f , j}trlfC 74825 Main Road LL 74825 Main Rd Greenport, NY Permit #32533 Date: Re: To Whom It May Concern: A Foundation inspection was preformed at the above-mentioned Project, the footings and foundation walls were built as per plan, and meets all state and local building codes. Any other questions please call. ~ , ,.. .. FIELD INSPECTION REPORT DATE I COMMENTS FOUNDATION (1ST) V"= ({)~ \}is t\l" -r ~ .-- 'Jl t'l FOUNDATION (2ND) --~ u---d/~_____~ ROUGH FRAMING & PLUMBING 0"" ~ ~ ~,-lJ1 o ~ ()>;:J fb' ~ G () i INSULATION PERN. Y. STATE ENERGY CODE FINAL 4;h' ~~~.J. -p~ I - _As__ ~M--Y~~-<' JLbQ~_C --~ _ -fLY1- ? -~' ~~ 07c- l?rP A- __ _Lj-~)c..{)7_~\cR, IE ce.4-. ~'t.LI-01 N."-~.,,,- 1-)~ -0 1 _~__ _ f E to _~_ _ 3 - b - 0 7 bI- 'J.- -9 - ""1 - .. , - c:>. ~ r,v " ~ ~ -z m ;0 ADDITIONAL COMMENTS 5"'i~'1 ~(~ }-~-D7 ~ .N..:~ - li--.jI)-'\.~~~~ ~ . -" 1k.'J.. ... ~I'~i:..~ *.~ 51/-. {!JmfIJAftJ ~-IMF~~~I? '-t.;,'e f~ ~ ~'1<iI-..L.-<-- - (J)/ ~ y .~ {' -J I ~-"-<:: .A_ , 0~ -. ~ I~ O(l", ... o z ('\ -= CCJt'l . /: ------ S\ ~ o -- -- ~ !;l -,-", UJ' TOWN OF SOUTHOLD BNLDING j)ErARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www.northfork.net!Southold/ I ' , I. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, hefore applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.y.s.D,E,C. Trustees Contact: ~IOV .. 2Q~: 362583-c PERMIT NO. Examined Approved Disapproved ale It 20 c: /2/; :20-L / Expimlion ,20_ Mail to: EASi' t~ Da14N. AS,>oc-lIL 51l.o 1"'(h,,.J '~yV~ ~, SoJT~"" N '( Phone: ?b5 - 1<6(" ~ IICf7f itc (:;r OVlL o..~d. 11>( I' ~ ~An a:l\ 0 n -()' tAP/PLICATION FOR BUILDING PERMIT Date il- 09 ,200b o a. This application MUST be cO!llpletely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sels of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location oflot 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 complcted within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension ofthe 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 Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. INSTRUCTIONS ~. lure of applicanl or name, if a corporalion) (t:.C~ t~'lS- MAIN 6AYv<8.,.) Rd ~OUT\-ti)(..~ (Mailing address of applicani) p'o. 5{~ State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Ow tJEf?... Nameofownerofpremises ~c.B, J<,EM-l-r Hb<...DIN <f Cc>R..f, (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer '3e.F-'lT 1::>. Kfi~L. V.P. (Name and title of corporate officer) Builders License No. NA Plumbers License No. Nil- Electricians License No. '" 1\ Other Trade's License No. N A I. Location of land on which proposed w k will be done: 7 caz.s- M IN R ~ 25') House Number Street County Tax Map No. 1000 Section Subdivision 'IS Block OL{ Filed Map No. ~~''','''''~~;1 t '" "em "B.3 \ Lot " (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed con~trUt:tien: a. Existing use and occupancy CoM"""", ,~ ....OI'A.vT b. Intended use and occupancy c.eMM~IAL. OFFtd:. CiS.AoJ\t.) 3. Nature of work (check which applicable): New Buildin~ X. Repair Removal Demolition Addition Other Work Alteration (Description) 4. Estimated Cost ~ S01lJ C:X:i~ 5. If dwelling, number of dwelling units If garage, number of cars Fee NA.- NA (To be paid on filing this application) Number of dwelling units on each floor N.flt.. 6. If business, commercial or mixed occupancy, specifY nature and extent of each type of use. 'i2.u1""...>e>:!. j-U:>E. 7. Dimensions of existing structures, if any: Front Height N I\- Number of Stories NI'\ Rear I'J I't - KiT Depth N.A- Dimensions of same structure with alterations or additions: Front N 1- Depth 1\1 Ill- Height N A- Number of Stories Rear Ni't Nit 8. Dimensions of entire new construction: Front (0'6 '-3" Height 3J'-S" Number of Stories t "'c"u { <:". Z' c-.'-" 9. Size oflot: Front c;.v ,...,.... Rear ~ I iO.DateofPurchase S/Z'1/0S; Name of Former Owner , Rear '-t '1 ~ .e Depth 'i I !..<j Ie Depth Z.7<.f.~' , MAil f KI/"l . l"l \l1lJ' ~ '( II. Zone or use district in which premises are situated '2:.u\~~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YESL NO_ 13. Will lot be re-graded? YES_NO L Will excess fill be removed from premises? YES~ NO_ 'EU. ~~~~'( R.L 14. Names of Owner ofpremisestToU>lJ't'( ~~ Address .$~(l M~,,J e,...'(J"'-i.PllOne No. 'lb$" -IlH.f... Name of Architect 1"..ps;-~.. bIOS"',,). A-~ Address t>1~ IV\....,.J IlA,(~ilOIvtllPhone No Q~ -/Bb'Z- Name ofContractor~_,__ .:) Address "one No. ~E ~Tfi.~INtl) 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? .YES ~ NO _ · IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAYBE REQUIRED. b. Is this property within 300 feet of a tidal wetland? · YES_NO-L · IF YES, D.E.C. PERMITS MAYBE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) lS'KEiI b. Ke:\~ L being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the CottrctoRli:.. J'.P."ViJI... ~~ It.I t / b&->" ll.L. / ~~~is. ..IE.L (Contractor, Age t, CorPorate Officlr, etc.) v 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. 20~ J3J.~Appli_ BONNI J. DOROSKJ NotalY Public. State Of New'lbrfl No. 01006095328. Suffolk County Term Expires July 7. 20...0+ / -and (;..; A Of ') piANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair ~" ~LLJ~J.CRE~RS KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON MAIUNG ADDRESS: P.O. Box 11 79 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 MEMORANDUM PLANNING BOARD OFFICE TOWN OF SOUTHOLD RECEIVED AUG 1 7 2005 rlhLPS. Inc. AUG 1 7 2005 From: August 11, 2005 ~CEJ\ I lONING BO~...9F,~PPEAlS R:I; I vED Ruth Oliva, Chairwoman, Zoning Board of Appeals Jerilyn B. Woodhouse, Chairperson, Planning Boar~[.J~ Appeal # 5739 for BCB Realty Holdings / 74825 Main Road, LLC 74825 Main Road, Greenport, NY SCTM# 1000-45.-4-8.3 Zone: B Date: To: Re: In response to your memo dated August 3, 2005 the Planning Board (PB) held a Work Session on August 15, 2005 reviewed the site plan and offers the following comments: 1. The Planning Board is currently reviewing a site plan application dated June 2, 2005 with a site plan prepared by East End Design Associates and certified by James J. Deerkoski, Professional Engineer, dated April 04, 2005 and last revised August 02, 2005. 2. This application will require the following reviews and or approvals before the Planning Board can grant final approval: Suffolk County Department of Health Services, Southold Town Building Inspector certification, Southold Town Engineers/Highway, Southold Town Trustees, Greenport Fire District, New York State (NYS) Department of Transportation, NYS DEC SPEDES, NYS DEC Wetland and Architectural Review Committee. 3. The Planning Board expressed concerns on the proposed lighting and visibility at the site for public safety of the apartment residents entering the rear of the building. 4. The Planning Board recommends separating buildings with lengths exceeding 60 linear feet. Under the proposed site plan the west bank building frontage measures +/- 71' and includes +/- 45' of enclosed space and +/- 26' of unenclosed drive up teller roof. The Planning Board supports this proposed site plan construction and building frontage length Page Two, ZBA, August 16, 2005 exceeding the code because it is an unenclosed roof overhang and the Planning Board has no issue with the proposed +/- 75' setbacks. 5. The Planning Board has reviewed the site plan noted above with respect iqJ,~'ei$ite plan features and requirements. The Planning Board agrees with the proposed site design as shown and cautions some changes may oCCljlr based on approval from other jurisdictions. We hop~these comments will be useful to the ZBA in its review of this appeaC:. . Thank you in advance. Cc: file, pb NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER 1-4738-03563/00001 FACILITY/PROGRAM NUMBER(S) o PERMIT EFFECTIVE DATE Mav 25, 2006 EXPIRATION DATE(S) May 24, 2011 Under the Environmental Conservation Law TYPE OF PERMIT . New 0 Renewal 0 Modification 0 Permit to Construct o Article 15, Title 5: Protection of Waters 0 6NYCRR 608: Water Quality Certification o Permit to Operate o Article 27, Title 7; 6NYCRR 360: Solid Waste Management o Article 15, Title 15: Water Supply o Article 15, Title 15: Water Transport o Article 15, Title 15: Long Island Wells o Article 15, Title 27: Wild, Scenic and Recreational Rivers o Article 17, Titles 7, 8: SPDES o Article 1 g: Air Pollution Control o Article 27, Title g; 6NYCRR 373: Hazardous Waste Management o Article 23, Title 27: Mined Land Reclamation o Article 34: Coastal Erosion Management . Article 24: Freshwater Wetlands o Article 36: Floodplain Management o Article 25: Tidal Wetlands o Articles 1,3, 17, 19, 27, 37; 6NYCRR 380: Radiation Controi PERMIT ISSUED TO TELEPHONE NUMBER BCB Realtv Holdina COrD. (631) 765-1862 ADDRESS OF PERMITTEE P.O. Box 1675, Southold, NY 11971 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER rlh Land Planning Services, Inc., 8595 Cox Lane, Unit # 7, Cutchogue, NY 11935 (631) 734-4036 NAME AND ADDRESS OF PROJECT/FACILITY 74825 Main Road, (Route 25), Greenport SCTM # 1000-45-4-8.3 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk South old E:720.56 & N:4553.135 DESCRIPTION OF AUTHORIZED ACTIVITY: Construction of a parking lot, installation of a catch basin and related leaching pools. The regulated activity is in association with the construction of two buildings. Both buildings, as well as other appurtenant structures (not previously mentioned) are outside the jurisdiction of Article 24 (Freshwater Wetlands Act) of the NYS Environmental Conservation Law. All work must be done in accordance with the attached plans prepared by James Deerkoski, P.E., last revised on 1/30/06 and stamped NYSDEC approved 5/24/06. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Region 1 Headquarters Bid. #40, SUNY Ston Brook, NY 11790-2356 DATE Ro er Evans Ma 24, 2006 Page 1 of 4 COMcheck Software Version 3.3.1 Envelope Compliance Certificate \ Report Date: 11103106 Data filename" . rogram FlleslChecklCOMchecklHUDSON CITY SAVINGS BANK GREENPORT.cck Section 1: Project Information Project Title: HUDSON CITY SAVINGS BANK Construction Site: 74825 MAIN ROAD GREENPORT, NY 11944 Owner/Agent: BRETT KEHL BCB REALTY HOLDING CORP 5130 MAIN BA YVIEW RD SOUTHOLD, NY 11971 631-765-1862 CARM8888@AOLCOM Section 2: General Information Building Location (for weather data): Climate Zone: Heeting Degree Days (base 65 degrees F): Cooling Degree Days (base 65 degrees F): Project Type: Vertical Glazing I Wall Area Pet.: Bulldlno Tvoe Office Greenport, New York 12a 5572 622 New Construction 14% Section 3: Requirements Checklist Designer/Contractor: BRETT KEHL EAST END DESIGN ASSOCIATES LLC 5130 MAIN BAYVIEW RD SOUTHOLD, NY 11971 631-765-1862 CARM8886@AOLCOM 7 Climate-Specific Requirements: Envelope PASSES :'e-or: _~ ::-'-'ttt' Hldr, '", Component NamelDescrlptlon Gross Area or Perimeter 3935 144 Roof 1: AII~Wood JoistlRafterfTruss Skylight 1: Metal Frame:Double Pane with Low-E, Tinted, SHGe 0.43 Exterior Wall 1: Wood Frame, Any Spacing Window 1: Wood Frame:Oouble Pane with Low-E. Tinted, SHOC 0.43 Door 1: Glass, Tinted, SHGC 0.43 Interior Wall 1 : Wood Frame. Any Spacing Floor 1: Slab-On~Gracle:Unheated, Horizontal 2 ft. 3794 444 Cavity R-Value 30.0 Cont. R-Value 0.0 Budget U-Factor 0.061 0.061 Proposed U-Factor 0.035 0.330 19.0 0.068 0.300 0.092 0.606 0.0 96 260 273 0.370 0.089 0.606 0.144 13.0 0.0 5.0 (a) Budget U-factors are used for software baseline calculations ONLY. and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: o 1. All joints and penetrations are caulked, gasketed or covered with a moisture vapor-permeable wrapping material installed in accordance with the manufacturer's installation instructions. o 2. Windows, doors, and skylights certified as meeting leakage requirements. o 3. Component R-values & U-factors labeled as certified. o 4. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated. and in a manner that achieves the rated R-value without compressing the insulation. HUDSON CITY SAVINGS BANK Page 1 of 7 o 5. Stair, elevator shaft vents, and other dampers integral to the building envelope are equipped with motorized dampers. [) 6. Cargo doors and loading dock doors are weather sealed. o 7. Recessed lighting fixtures are: (i) Type IC rated and sealed or gasketed; or (il) installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. o 8. Building entrance doors have a vestibule and equipped wtth closing devices. Exceptions: Building entrances with revolving doors. Doors that open directly from a space less than 3000 sq. ft. in area. D 9. Vapor retarder installed. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this pannit application. The proposed envelope system has been designed to meet the 2001 IEeC, c~~::me~ C~:::~~d to comp it e mandmo~ requi~ments in the R~u~i:"i::eckl~t Name-Title ~ ._"._-~-~._-_.--_._-~--~~"-"---~-----"'--~--- HUDSON CITY SAVINGS BANK Page 2 of 7 COM check Software Version 3.3.1 Lighting Compliance Certificate 2001 IECC Report Date: 11/03/06 Data filename: C:IProgram FileslChecklCOMchecklHUOSON CITY SAVINGS BANK GREENPORT.cck Section 1: Project Information Project Title: HUDSON CITY SAVINGS BANK Construction Site: 74825 MAIN ROAD GREENPORT, NY 11944 Owner/Agent: BRETT KEHL BCB REALTY HOLDING CORP 5130 MAIN BAYVIEW RD SOUTHOLD, NY 11971 631-765-1862 CARM8888@AOL.COM Designer/Contractor. BRETT KEHL EAST END DESIGN ASSOCIATES LLC 5130 MAIN BAYVIEW RD SOUTHOLD, NY 11971 631-765-1862 CARM8888@AOL.COM Section 2: General Information Building Use Description by: Project Type: New Construction Building Tvoe Office Floor Area 3600 Section 3: Requirements Checklist Interior Lighting: o 1. Total actual watts must be less than or equal to total allowed watts. Allowed Watts Actual Watts Complies 4680 0 YES Exterior Lighting: o 2. Efficacy greater than 45 lumensIW. Exceptions: Specialized lighting highlighting features of historic buildings; signage; safety or security lighting; low-voltage landscape lighting. Controls, Switching, and Wiring: o 3. Independent controls for each space (switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stahways or corridors that are elements of the means of egress. o 4. Master switch at entry to hoteUmotel guest room. o 5. Each space provided with a manual control to provide uniform light reduction capability. Exceptions: Only one luminaire in space; An occupant~sensing device controls the area; The area is a corridor, storeroom, restroom, public lobby or guest room; Areas greater than 250 sq.ft. o 6. Automatic lighting shutoff control in spaces greater than 250 sq.ft in buildings larger than 5,000 sq.ft. HUDSON CITY SAVINGS BANK Page 3 of 7 Q 7. PhotocelVastronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. D 8. Tandem wired one-blmp and three-lamp ballasted luminaires (No single-lamp ballasts). Exceptions: Electronic high-frequency ballasts: Luminaires not on same switch. HUDSON CITY SAVINGS BANK Page 4 of 7 COM check Software Version 3.3.1 Lighting Application Worksheet 2001 IECC Report Date: Data filename: C:\Program FileslChecklCOMchecklHUDSON CITY SAVINGS BANK GREENPORT.cck Section 1: Allowed Lighting Power Calculation A B C D floor Area Allowed Allowed W_ Watts I ft2 Office 3600 1.3 4680 Total Allowed Watts = 4680 Section 2: Actual Lighting Power Calculation A Fixture ID : Description I Lamp I Wattage Per Lamp I Ballast B Lamps! Fixture C D E # of Fixture (C X D) Fixtures Watt. Total Actual Watts = 0 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero, the building complies. Total Allowed Watts = 4680 Total Actual Watts = 0 Project Compliance = 4680 llghtlnq FAILS [)"-' III I ,I ~ tillll - HUDSON CITY SAVINGS BANK Page 5 of 7 COMcheck Software Version 3.3.1 Mechanical Compliance Certificate 2001 IECC Report Date: 11/03/06 Data filename: C:IProgram FileslChecklCOMchecklHUDSON CITY SAVINGS BANK GREENPORT.cck Section 1: Project Information Project Title: HUDSON CITY SAYINGS BANK Construction Site: 74B25 MAIN ROAD GREENPORT. NY 11944 Owner/Agent: BRETT KEHL BCB REALTY HOLDING CORP 5130 MAIN BA YVIEW RD SOUTHOLD. NY 11971 631-765-1662 CARMBB66@AOL.COM Designer/Contractor: BRETT KEHL EAST END DESIGN ASSOCIATES LLC 5130 MAIN BAYVIEW RD SOUTHOLD. NY 11971 631-765-1662 CARMB66B@AOL.COM Section 2: General Information Building location (for weather data): Climate Zone: Heating Degree Days (base 65 degrees F): Cooling Degree Days (base 65 degrees F): Project Type: Greenport. New York 12a 5572 622 New Construction Section 3: Mechanical Systems List Qua.ntIll SYstem Tyoe & O..crlDtlon Section 4: Requirements Checklist HUDSON CITY SAYINGS BANK Page 6 017 2001 IECC COMcheck Software Version 3.3.1 Mechanical Requirements Description Report Date: Deta filename: C:IProgram FileslChecklCOMchecklHUDSON CITY SAVINGS BANK GREENPORT.cck Page 7 of 7 HUDSON CITY SAVINGS BANK ~.. t.. Generated by COMcheck-Web Software Envelope Compliance Certificate New York State Energy Conservation Construction Code Report Date: 12/08/06 // Section 1: Project Information Project Title: Hudson City Savings Bank Construction Site: Owner/Agent: 74825 Main Road Greenport, New York 11944 Designer/Contractor: Section 2: General Information Building location (for weather data): Climate Zone: Heating Degree Days (base 65 degrees F): Cooling Degree Days (base 65 degrees F): Project Type: Vertical Glazing I Wall Area Pct.: Suffolk, New York 11b 5750 715 New Construction 17% BuildinG Tvoe Office Floor Area 3334 Section 3: Requirements Checklist Envelope PASSES Design 14 , better than code Climate-Specific Requirements: Component NamelDescrlptlon Gross Area Cavity Cont. Proposed Budgol or Perimeter R-Yalue R.Yalue U.Factor U.Factor Roof 1: All-Wood JoistlRafterfTruss 3935 30.0 0.0 0.035 0.059 Skylight 1: Metal, Thennal Break, 2 Pane wI Low-E, Tinted, SHGC 144 0.330 0.059 0.43 Ext. Wall 1 : Wood Frame, Any Spacing 3794 19.0 0.0 0.068 0.090 Window 1: Wood Frame, 2 Pane wI Low-E, Tinted, SHGC 0.43 444 0.370 0.598 Door 1: Glass (over 50% glazing), Tinted, SHGC 0.43 192 0.370 0.598 Door 2: Solid 21 0.330 0.142 Inl. Wall 2: Wood Frame, Any Spacing 2340 13.0 0.0 0.089 0.142 Floor1: Heated Slab-On-Grade, Vertical 3 ft. 273 5.0 (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: o 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. o 2. Windows, doors, and skylights certified as meeting leakage requirements. o 3. Component R-values & U-factors labeled as certified. o 4. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. o 5. Fireplaces installed with tight fitting non-combustible fireplace doors. o 6. Stair, elevator shaft vents, and other dampers integral to the building envelope are eqUipped with motorized dampers. o 7. Cargo doors and loading dock doors are weather sealed. o 8. Recessed lighting fixtures are: (i) Type IC rated and sealed or gasketed; or (ii) installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. Hudson City Savings Bank Page 1 of 7 . ... 0 9. Vapor retarder installed. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COM check-Web and to comply with the mandatory requirements in the Requirements Checklist. g they are attesting that to the best of his/her knowledge, plia with this Code. )~ tot, ~ When a Registered Design Professional has stamped and signed this belief, and professional judgment, such plans or specifications are in c ~ I i)~~(L.)to5V(1, Name - Title Signature Project Notes: Hudson City Savings Bank 74825 Main Road Greenport, NY. 11944 Hudson City Savings Bank Page 2 of 7 ~ - ! \llCO -l\S- Lt-&. 3 TOWN OF SOUTHOLD PROPERTY RECORD CARD I I~~ OWNER STREET-~ 9~S VILLAGE DIST. SUB. LOT ~Cf3 ffu /~ 'iIoir/(f1a!J0 M CUTI Rcl /1 G (V Y7 DW f- Ib f J II ACR. (.11 REMARtS' M' fa M rph ii i,7;, oi./~L/2314og~5- f)t'"(!OI'"IQ ur 'LI Q&,'").()oO t rrH hPvJ t /~ iY' ~.~ LHOh 1.1 TYPE OF BLD. / f I , J JZJ"JoS~L 1239/p 7D3-N UfAL1 -hd3C/S/P.cfiI4 f/;,7S-o.oc,-: Ph i 11'0 Mo((a r/o I PROP. C~S: I ll/rio I I I if 31Cfo I ~rno of r'l:l\TirYII ~lC'kU<," .J..llj Jt1rM . TOTAL DATE ~ ../ LAND IMP. )0100 I/J <;;00 X'-t-OO 'l<f IS (q 0 I - -...---------.------ .~- FRONTAGE ON WATER TILLABLE '--- -_._--~- FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT . ,. TOTAL " -- ----~._-- I ~ ~ I I I , " . ".: I" ~ I I 8:~WN di: SOUTHOLD PROPERTY IEa)RD CARD ...... -.'" r<" A""'- , .......' ' VILLAGE DIST SUB. LOT ,',. <':" ,~~-{,c C .' /. -~../,-".' /0 1> cSQ.. ACR. N 9' Wi, S " 01 v C' 1.......) A{,' /.u, /~ ""',,.-;' .....,.- ,.~( '-', ;"--. . ., ~ "" ..ENl W Te /, Co n'/>' .' f7...' ':';'..1 ,~ -/'''i~. ...-~,,_,,7 , TYPE 01' BUILDING ~()iE i .L,)(;/{ NORMAL VL FARM COMM.) R CB. MICS. 10." , REMARKS dL( i r;,J J {:' !l-SJ-f.?r.,"ntc<,:,:4' Cct~~ro.:s';'!",e rd 0 rh-€ J- .'dU" h,;;}, t l" LAND IMP. TOTAL 1wi. '? '/ , . r. 06 13 00 / ("SOb ' o 700 AGE NEW FARM BUILDING CONDITION BELOW ABOVE Acre Value Per Acre Value Tillable Woodland FRONTAGE ON ROAD DEPTH BULKHEAD '" <::> . { <-f 3"1.1 1 Meadowland House Plot Tot';;::' ... ."....... DOCK r-:-_~ IJ I J t,~;r ,M'~~Q' {EM"osru~ ._-8- Extension ~z- ExtensioQv Porch Porch Breezewoy ---- ,I' : .. . ~ - gj).,.~ ! J 6 X Y (J -0-12 () 0 J'? ')J I 3!..2- I,'" g "j i 1- X I~ ::: n I , ( 1- q x. II - Cj'Cf '- 3.()O 'Z I -_-J C_'-,,-ce, Elx /b.... 12.8 Patio I!>-eez" ... ~Tl/riJ' )7' X /0 ~ Iya . Total 1/...... __..._. "'Sp",7 COLOR J' I I I Wht't'€.. B t-() I)) I( I.J / I .? I i I : 1;2/ c"9/1 , I I I , TRIM " 1 Foundation I i Basement , . I ! Ext. Walls , Fi re Place I () 0 I Type Roof ~1 .. 3~ 'i i I , fD I I I . I I , , , ~ I. :3 I'::' / I.~. , I- i I , i I ,iL I-J 7 I , ~ - -- I ! i I , '~ 1.,91 I I , i I , , , , 1 I , , I I .1 , . , " f/ ,I, i , i __.1 , , ^ I: :ru- y , i ! , I fJ - '\e:~s_ I I I I I I I , . 0' i , J!3~ I , I I I I . :1 I I I ielI>: , , I I i ! I I I I , , I I ,..j ! I I - i , ... I I 'CC I , Ce..~p",f jla6. I Both IV () ,Floors Interior Fihish 2.. - ;/; 130ft Dinette .-..... , I . K. ,;Ie i j A, Roc(, ; LR. Heat Rooms 1 sf Floor i Rooms 2nd Floor i I \J ~, 'DR , . 1 BR. I Recreation Room I ' / f1> I 14"" 11 IDormer , ~52z..~ , Tnw.. I'\I! r_. .... ._. _ FIN, B Driveway '------",----_._- -- ----- · (d::>~ ~ , I ""-- .....~.~-_.. . .......,.. -45-L\- 8.e TOWN OF SOUTHOLD PROPERTY RECORD CARD '!"OWNER STREET VILLAGE DIST. SUB. RES. LAND IMP. Tillable Waadland Meadowlond House Plot Tatol M::I p ~ (,., LOT :I S W VL. Mkt. Value "2.1 COMM. CB. C! ~:. MICS. TOTAL DATE REMARKS ~v \ D . ."",., 13",5"00 MIr f--- 7("'1" FRONTAGE ON WATER FRONTAGE ON ROAD DEPTH f BULKHEAD MS-9200UDLS(E) _ Intelligent Addressable FACP. with Built-In Communicator DF-52422 . A 1-40 e Are.UTe-ALarms by Honeywell GENERAL Addressable The Fire-Lite MS-9200UDLS is a combination FACP (Fire Alarm Control Panel) and DACT (Digital Alarm Communicator/ Transmitter) all on one circuit board. This compact, cost effec~ tive, intelligent addressable control panel has an extensive list of powerful features. While the MS-9200UDLS may be used with an SLC configured in the CLIP (Classic Loop Interface Protocol) mode, it can also operate in LlleSpeed™ mode--Fire-Lite's latest polling technol- ogy--Ior a quicker device response time. UteS peed's patented technology polis 10 devices at a time. This improvement allows a fully-loaded panel with up to 198 devices to report an inci- dent and activate the notification circuits in under 10 seconds. With Litespeed polling, devices can be wired on standard twisted, unahlelded wire up to a distance of 10,000 feet. (Consult the wire table on page 3 lor specific installation instructions.) The MS-9200UDLS's quick-remove chassis protects the elec- tronics during construction. The backbox can be installed allowing field wiring to be pulied. When construction is com- pleted, the electronics can be quickly installed with just two bolts. Available accessories include LED, graphic and LCD annunci. ators, and reverse polarity/city box transmitter. The panel is programmed through the FACP's keypad or via a standard PS-2 computer keyboard, which can be plugged directly into the printed circuli board. This permits easy typing of eddress labels and other programming inlonnation. NOTE: Unless otherwise specified, the term MS-9200UDLS is used in this document to refer to both the MS-9200uDLS and the MS-9200UDLS(E) FACPs (Fire Alarm Control Panels). FEATURES . On-board DACT. . Four Class B or two Class A NAC circulls. - 6.0 amps total NAC power wllh optional XRM-24. . Selectable strobe synchronization lor System Sensor, Wheelock, and Gentex devices. . Complies wllh UL 864 9th Edllion requirements. . Remote Acknowledge, Silence, Reset and Drill via address. able monitor modules. . Up to 32 ACM Series (ACM-16AT or ACM-32 series) annunciators or LCD-SOF remote annunciators via EIA-485. . EIA-232 printer/PC interface (variable baud rate) on main circuit board. . Integral8D-character LCD display wllh backlighting. . Real-time clock/calendar with automatic daylight savings control. . Detector sensitivity test capability (NFPA 72 compliant). . History file with 1,OOD-event capacity. . Maintenance alert warns when smoke detector dust accu- mulation is excessive. . Automatic device type-code verification. . One person audible or silent walk test with walk-test log and printout. . Point trouble identffication. . Weterflow (nonsilenceable) selection per monitor point. . System alarm verification selection per detector point. . PAS (Positive Alarm Sequence) and presignal delay per point (NFPA 72 compliant). SLC LOOP: . SLC can be configured for NFPA Style 4, 6, or 7 operation. . SLC supports up to 198 addressable devices per loop (99 detectors and 99 monllor, control, or reiay modules). . SLC loop maximum length 10,000 fl. (3,000 m.). See wire table on page 3. NOTIFlCA TlON APPLIANCE CIRCUITS (NACS): . Four onboard NACs with additional NAC capebility using output control modules (CMF-3QO or CMF-30D-6). . Silence Inhibit and Auto Silence timer options. . Continuous, March Time, Temporal or California code for main circuit board NACs with two-stage capability. . Selectable strobe synchronization per NAC. . 2.5 amps maximum per each NAC circuit. NOTE: Maximum or total 24VDC system power shared between all NAC circuits and auxiliary power outputs is 3.6 amps. 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-G relay outputs. 99 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. DF-52422 . 09120106 - Page 1 of 4 USER INTERFACE LED INDICATORS . AC POWER (green) . FIRE ALARM (red) . SUPERVISORY (yellow) . ALARM SILENCED (yellow) . SYSTEM TROUBLE (yellow) . MAINTENANCE/PRESIGNAL (yellow) . DISABLED (yellow) . BATTERY FAULT (yellow) . GROUND FAULT (yellow) KEYPAD CONTROLS . ACKNOWLEDGE/STEP . ALARM SILENCE . DRILL . SYSTEM RESET (lamp test) . 16-key alpha-numeric pad (similar to telephone keypad) . 4 cursor keys . ENTER ORDERING OPTIONS M8-9200UOLS(E): 198-point addressable Fire Alarm Control Panel, one SLC loop. Includes 80-eharacter LCD display, sin- gle printed circutt board mounted on chassis, and cabinet. 4XTMF Reverse Polarity Transmlller Module: Provides supervised output for local energy municipal box transmitter, alarm, and trouble. DP-9692: Optional dress panel for MS-9200UDLS. TR-CE: Trim Ring for sem~f1ush 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 wtth a rating of 25 to 75 AH. CHG-120F: Remote battery charging system for lead-acid batteries wtth a rating of 55 to 120 AH. Requires additional BB- 55F for mounting. BAT Series: Batteries, see data sheet DF-52397. XRM-24(E): Optional transformer. Incnsases system power to 6.0 amps. Use XRM-24E with MS-9200UDLS(E). PRT/PK-CABLE: Cable prlnter/personal computer interface cable. PRN-6F: UL listed compatible event printer. Uses tractor-fed paper. COMPATIBLE ANNUNCIA TORS ACM-8RF: Reley module provides 8 Form-C 5.0 amp relays. ACS-LED Zone Series: LED-type fire annunciators capable of providing up to 99 software zones of annunciation. Available in increments of 16 or 32 points to meet a variety of applica- tions. LDM Grsphic Series: Lamp Driver Module series for use with custom graphic annunciators. LCD-80F (Uquld Crystal Display) point annunciator: 8O-<Jharacter, backlit LCD-type fire annunciators capable of displaying English-language text. NOTE: For more information on Compatible Annunciators for use with the MS-9200UDLS, see the following data sheets (document numbelS) ACM-8RFACM-8R (DF-5t555), ACSlACMSeries (DF- 52378), LDM Series (DF-51384), LCD-80F (DF-52185). UTESPEED COMPATIBLE ADDRESSABLE DEVICES All feature a polling LED and rotary switches for addressing. CP355: Addressable low-profile Ionization smoke detector. S0355: Addressable low-profile photoelectric smoke detector. SD355T: 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. A0355: Low-profile, intelligent, "Adapt. multi-sensor detector (B350LP base included). CLIP MODE ONLY BEAM355: Intelligent beam smoke detector. BEAM355S: Intelligent beam smoke detector wtth integral sensillvtty test. D350PL: Photoelectric low-flow duct smoke detector. 0350RPL: Photoelectric low-flow duct smoke detector with relay option. MMF-300: Addressable Monitor Module for one zone of nor- mally-open dry-eontact infiiating devices. Mounts in standard 4.0' (10.16 em.) box. Includes plastic cover plate and end-of- line resistor. Module may be configured for etther a Style B (Class B) or Styie D (Class A) IOC. 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 LED and Style D 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 B/A) zone of supervised polarized Notilicatlon Appli- ances. Mounts dinsctly to a 4.0' (10.16 em.) electrical box. Notilication Appliance Circuit option requires extemal 24 VDC to power notification appliances. CRF-300: Addressable relay module containing two Isolated sets of Form-C contacts, which operate as a DPDT switch. Mounts directly to a 4.0' (10.16 em.) box, surface mount using the 5MB500. BG-12LX: Addressable manual pull station wtth 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. MMF-302--6: Six-zone interlace 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. CMF-300-6: Six-eircutt 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. 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. NOTE: 1) For more information on Compatible Addressable Devices for use with the MS-9200UDLS, see the following data sheets (document numbelS): AD355 (DF-52386), BG-12LX (DF- 52013), CMF-31JO-6 (DF-52365), CRF-31JO-6 (DF-52374), CMF/ CRF Series (DF-52130), CP355 (DF-52383), D35OPUD350RPL (DF-52398), H355 Series (DF-52385), /300 (DF-52389), MMF-300 Series/MDF-300 (DF-52121), MMF-300-10 (DF-52347), MMF- 302-6 (DF-52356), SD355/SD355T (DF-52384). 2) Legacy 300 Series detection devices such as the AD355, CP3001CP350, SD300(7)/SD350(T) and older modules such as the M300, M301, M302, C304, and BG-l0LX are not compatible with UteSpeed polling. If the SLC contains one of these devices, po/ling must be set for standard CLIP protocol. Please consult fac- Page 2 of 4 - DF.52422. 09120106 tory for further ;nformation on previous 300 Ser;es dev;ces. 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 table below to determine the specnic wiring requirements for the SLC. Sle Wire Requirements Distance In Feet Wire Size Wire Type Protocol (m) Twisted-pair, shielded 10,000 feet(3,048 m) 12 AWG (3.31 mm2) Belden 9583, Genesis 4410, Si9nal 98230, WPW 0999 Twisted-pair, shielded 8,000 feet (2,438 m) 14 AWG (2.08 mm2) Belden 9581, Genesis 4408, Signal 98430, WPW 0995 CLIP Twisted-pair, shielded 4,875 feet (1,488 m) 16AWG(1.31 mm2) Belden 9575, Genesis 4406, & 4606, Si9nal 98630, WPW 0991 Twisted-pair, shielded 3,225 feet (983 m) 18 AWG (0.78 mm2) Belden 9574, Genesis 4402 & 4602, Si9nal 98300, WPW 0975 Untwisted, unshielded wire, 3,000 feet (914 m) 12-18AWG in or out of conduit (3.31 mm2 - 0.821 mm2) SlC Wire Requirements Distance In Feet Wire Size Wire Type Protocol (m) Non-Plenum (FPLR): Twisted-pair, unshielded 10,000 feet (3,046 m) 12AWG(3.31 mm2) Genesis 4315, Belden 5020UL Plenum (FPLP): Genesis 4515. Belden 6020UL Non-Plenum (FPLR): Twisted-pair, unshielded 8.000 feet (2,438 m) 14AWG (2.08 mm2) Genesis 4313, Belden 5120UL Plenum (FPLP): liteSpeed Genesis 4513. Belden 6120UL Non-Plenum (FPLR): Twisted-pair, unshielded 4,875 feet (1,468 m) 16AWG(1.31 mm2) Genesis 4311, Belden 5220UL Plenum (FPLP): Genesis 4511, Belden 6220UL Non-Plenum (FPLR): 3,225 feet (983 m) 18 AWG (0.821 mm2) Genesis 4306, Belden 5320UL Twisted-pair, unshielded Plenum (FPLP): Genesis 4506, Belden 6320UL MS-9200UDlS Wire Requirements DF-52422. 09J20106 - Page 3 of 4 SYSTEM SPECIFICATIONS SYSTEM CAPACITY . Intelligent Signalling Une Circuns....................................... 1 . Addressable device capacily..........................................198 . Programmable software zones......................................... 99 . Annunciators ........................ ........................................ .... 32 ELECTRICAL SPECIFICATIONS AC Power: MS-92ooUDLS: 120 VAC, 60 Hz, 3.0 amps. MS- 9200UDLSE: 240 VAC, 50 Hz, 1.5 amps. Wire size: minimum 14 AWG (2.00 mm') wnh SOO V insulation. Battery: Two 12 V 18AH lead-acid batteries. Battery charger capacity: 7 -18 AH. MS-9200UDLS cabinet holds maximum of two 18 AH batteries. Communication Loop: SuperviSed and power-limned. Notification Appliance Circuits: Each terminal block pro- vides connections lor two Style Y (Class B) or one Style Z (Class A) for a total of lour Style Y (Class B) or two Style Z (Class A) NACs. Maximum signaling current per circuit: 2.5 ampa. End-of-Une Resistor: 4.7K ohm, 1/2 watt (PIN 71252 UL listed) lor Style Y (Class B) NAC. Refer to Fire-Lite Device CompaUbili/y Document lor listed compatible devices. Two Programmable Relays and One Fixed Trouble Relay: Contact rating: 2.0 amps @ 30 VDC (resistive), 0.5 amps @ 30 VAC (resistive). Form-C relays. Special Application Power (24 VDC Nominal): Jumper selectable (JP4) lor conversion to resettable pewer output. Up to 0.5 amps total DC current available from each output. Power-limited. Fou....Wlre Reeettsble Special Application Smoke Detector Power (24 VDC nominal): Up to 0.5 amps lor powering four- wire smoke detectors. Power-limited. Refer to Fire-ute Device CompaUbili/y Document lor listed compatible devices. Remote Sync Output: Remote pewer supply synchronization output. Nominal special application power: 24 VDC. Maximum current: 40 mA. End-of-Line Resistor: 4.7K ohm. Output linked to NAC 1 control. Supervised and pewer-lImned. Telephona Interface: Requires dedicated business tele- phone number with a minimum of 7 volts DC. Obtain dedicated phone line directly from your local phone company. 00 not use shared phone lines or PBX (digital) type phone line extensions. CABINET SPECIFICATIONS Door: 19.26' (48.92 em.) high x 16.82' (42.73 em.) wide x 0.12' (.30 em.) deep. Backbox: 19.00' (48.26 em.) high x 16.65' (42.29 em.) wide x 5.20' (13.34 em.) deep. Trim RIng (TR.cE): 22.00' (55.88 em.) high x 19.65' (49.91 em.) wide. SHIPPING SPECIFICATIONS Weight: 26.9Ibe. (12.20 kg.) Dimensions: 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 humidily 93% ~ 2% RH (noncondensing) at 32'C ~ 2'C (90'F ~ 3'F). However, the useful life of tha system's standby batteries and the electronic components may be adversely affected by extreme tempera- ture ranges and humidity. Therelore, n is recommended that this system and Its peripherals be installed in an environment with a normal room temperature of 15 - 27"C/60 - SO'F. NFPA STANDARDS The MS-92ooUDLS complies with the Iollowlng NFPA 72 Fire Alarm Systems requirements: - LOCAL (Automatic, Manual, Watertlow and Sprinkler Supervisory). - AUXILIARY (Automatic, Manual and Watertlow) (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 (Automatic, Manual and Waterf/ow). - CENTRAL STATION (Automatic, Manual and Watertlow, and Sprinkler Supervised). - AUTO DETECTOR SELF TEST AGENCY LISTINGS AND APPROVALS The listings and approvals below apply to the basic M8- 9200UDLS control panel. In some cases, certain modules may not be listed by certain approval agencies, or listing may be in process. Consult factory lor latest listing status. o UL: S624 o FM approved . CSFM: 7165-0075:208 LiteSpeedTM is a trademark; and FireLiteC!l Alanns is a registered trademark of Honeywell International Inc. Mlcroso~ and W1ndowSlll are registered trademarks of the Microsoft Corporation. eeOO6 by Honeywell International Inc. All rights reserved. Unauthorized use of this document is strictly prohibited. ISO 9001 ___a__.........lI _1- ...un SlSnlS 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 subjeet to change without notice. ~ Page 4 of 4 - DF-52422. 09I20I06 For more Information, contact Fire-Ute Alarms. Phone: (800) 627-3473, FAX: (an) 699-4105. www.fireiite.com Made in the U.S. A. @ Fire-UTe" ALarms www.ftrellte.com July 12,2004 DF-52185 -8-150 LCD-80F eO-Character Uquld ery.tal Display Remote Fire Annundator Section: Annunciators GENERAL The LCD~OF is a compac~ cost-effective, SO-character, backlit LCD remote Fire Annunciator for use with the Fire-L~e MS-8200UD and MS-8600 Fire Alarm Control Pan- els (FACPs). The LCD~OF displays complete system point status information and includes control switches for remote control of critical system functions. Up to 32 LCD-SOFs may be connected onto the EIA-4S5 terminal port (TS7) of each FACP. The LCD-80F requires no programming, which saves time during system commis- sioning. FEATURES 80-character Uquid Crystal Display. Mimics all display information from the host panel. Control switches for System Acknowledge, Signal Silence, Drill and Reset with enable key. System status LEDs for Power, Alarm, Trouble, Supervisory and Alarm Silenced. No programming necessary - LCD-SOF con- nects to the terminal port (TS7) on the FACP. Displays device type identifiers, individual Jl: point alarm, trouble or supervisory, zone and I custom alpha labels. ~ Time-and-date display field. Aesthetically pleasing design. May be powered by 24 VDC from the host FACP or by remote power supplies (requires 24 VDC). Up to 32 LCD~OF annunciators per FACP. Plug-in terminal blocks for ease of inslallation and ser- vice. Can be remotely located up to 6,000 feet (182S.S m) from the FACP. Local piazo sounder with alarm and trouble resound. Sem~flush mounts to 2.1SS" (5.556 em) minimum deep, three-gang electrical box (Fire-~e PIN 10103) or three- gangable electrical switch box. Surface-mounts to Fire-L~e SBB-3 surface backbox. @@ LISTED CS635 S2424 I; California ;g,; State Fire ow< Marshal 7120-0075:190 <Y APPROVED OPERATION The LCD-SOF annunciator provides the FACP with point annunciation with full display text on an SO-character LCD display. The LCD~OF also provides an array of LEDs to indicate system status, and includes control switches for remote control of critical system functions. l"flE ALAI1M ANNl.)NClA TOR LCD-BOF The LCD-SOF provides the FACP with up to 32 remote se- rially connected annunciators. All field-wiring terminations on the LCD-SOF use removable, compression-type term~ nal blocks for ease of wiring and circuit testing. Communication between the FACP and the annunciators is accomplished over an EIA-4S5 serial interface, which greatly reduces wire and installation cost over traditional systems. Six wires tolal are required: four for the EIA-4S5 communications (two in and two return): and two for the 24 VDC regulated power. Dip switches control local functions such as: piazo disable, control switcheslkey-switch disable, transmit/receive mode. INSTALLATION The LCD-SOF can be semi-flush mounted to a 2. 1 SS" (5.556 em) minimum deep, three-gang electrical box (Fire-Ute PIN 10103) or three-gangable electrical switch boxes. Alter- nately, an SSB-3 surface backbox is available for surface- mount applications. This document is not intended to be used for installation purpoaes. 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 sub- ject to change without notice. For more information, contact Fire-Ute Alarms, One Fire-Ute Place, Northforcl, Connecticut 06472. Phone: (800) 627-3473, Toll-Free FAX: (8n) 699-41 OS. ISO 1001 ~ CERTIFIED _1- _.__ QlIlITI nsn.s Made in the U.SA DF-52185 . 07/12/03 - Page 1 of 2 PRODUCT LINE INFORMATION 10103 LCO.aOF 80-character, backl~, LCD Fire Annunciator with control switches for remote control of system functions, and key-switch lock. SBB-3 Three-gang electrical box, minimum 2.188" (5.556 em) deep, for semi-flush mount applica- tions. Three-gang surface backbox for surface-mount applications. LCD-BOF TERMINAL MODE WIRING EXAMPLE ! ~ ~ AU '/A RreAllllTlOrm:l RnlI 24110C (2Wres) LCD-80F LP 10 6,000 tI. (11:1'2R8 ny /taXfltm__ loa-ddSA4851oap TeminaI Mxfe BM85 raun (z.wras) Notes: 1) EIA-485: Maximum of 6,000 feet (1828.8 m) cable length from FACP to LCD-80F annuncialors, 6,000 feet cable length between each LCD-80F and 6,000 feet from the last LCo.aOF back to the FACP. Circu~ is power-Iim~d. 2) Up to 32 LCD-80F annunciators may be used on the EIA- 485 circuit. When multiple LCD-80Fs are used, the FACP will require additional power supplies (refer to panel docu- mentation). 3) Between each LCD-80F annunciator are four wires: a twisted-shielded pair for data communications and a pair for 24 VDC power. The return circuit only requires two wires (twisted) for data communication supervision, wired from the last LCD-80F annunciator on the loop. MOUNTING TO BACKBOX(ES) The LCD-80F annunciators can be semi-flush mounted in a three-gang electrical box w~h a minimum depth of2.188" (5.556 cm) (Fire'L~e PIN 10103). The LCD-80F annunciators can be mounted in three- gangabJe electrical switchboxes connected together. NOTE: Alternately, LCD-80F annunciators can be mounted to the SBB-3 surface backbox for surface-mount applica- tions. Electrical Installer's Note: This annunciator may not fit easily into a standard 3-gang electrical box if locking clamps are used to secure wiring entering the rear or side knock- outs. Only use the TOP or BOTTOM knockouts to bring wiring into a standard 3-gang electrical box. 5.813" (14.764 em) wide x 4.0" (10.16 em) high x minimum 2.188" (5.556 em) deep, three-gang electrical box (Fire'Lite PIN 10103, shown at right). Page 2 of2 - DF-52185' 07112/04 Mounting Holes (4) 521&5Im1:.wmf LCD-BOF flange 0 FIRE. ALARII ANNUNCIATOR FIRE-UTE ALARMS. INC. SYSTEMS ALL NORMAL 11 :06A 032001 E3 El S El 1,,--1 ( " ( ( I , e Flre.UTe" ALarms www.flrelite.com April 23, 2001 OF-52176 E-600 D350P/D350RP Intelligent Addressable Photoelectronic Duct Smoke Detector Section: Addressable Devices GENERAL The new 0350 and 0350RP addressable photoelectric duct smoke detectors are used exclusively with the Fire-Lite MS- 9600 addressable fire alarm control panel. Since these duct detectors are addressable, they will help emergency person- nel quickly locate a lire during its earty stages, potentially saving precious rescue time while also reducing property damage. The D350RP offers the same leatures as the 0350 while adding a Form-C relay. An HV AC system supplies conditioned air to virtually every area 01 a building. Smoke introduced into this air duct sys- tem is thus distributed to the entire building. Smoke detec- tors lor use in air duct systems sense the presence of smoke in the ducl. The D350P and D350RP air duct smoke detectors are pho- toelectric detectors, combining this detection technology with an efficient housing design that samples air passing through the duct, allowing detection 01 a developing hazardous con- dition. When sufficient smoke is sensed, an alarm signal is initiated at the fire control panel monitoring the detector, and appropriate action can be taken to shut off lans and blowers and to change over air handling systems, etc. This can iso- late toxic smoke and fire gases or prevent their distribution thoughout areas served by the duct system. Two LED's on each detector light to provide a local, visible alarm indication. A remote alarm output is provided lor use with auxiliary devices. The D350P and D350RP have remote test capability with the RTS451/RTS451 KEY Remote Test Station, as well as remote communication using the RA400Z alarm LED. APPLICATIONS Duct smoke detectors have the lollowing limitations: NOT a substitute lor open area smoke detectors. NOT a substitute for eariy warning detection. NOT a replacement for a building's regular fire detection system. Call your Fire-Lite distributor for a copy 01 System Sensor's application guide, Proper Use of Smoke Detectors in Duct Applications (A05-1 004-00). INSTALLATION Wiring: For signal wiring (the wiring between detectors or Irom detectors to auxiliary devices), it is recommended that single conductor wire be no smaller than 18 AWG (0.75 mm'). The duct smoke detector terminals accomodate wire sizes up to 12AWG (3.25 mm'). Flexible conduit is recommended lor the last loot (30.48 cm) 01 conduit: solid conduit connec. tions may be used il desired. Smoke detectors and alarm system control panels have speci- fications lor Signaling Line Circuit (SLC) wiring. Consult the @ 3240-0075:189 '" e ~ i!i ~ ~ " control panel specifications lor wiring requirements belore wiring the detector loop. The D350P/D350RP detector is de- signed lor ease 01 wiring; the housing provides a terminal strip with clamping plates. Remote LED annunciator capability is available as an op- tion. Each duct smoke detector can only be wired to one re- mote accessory. SPECIFICATIONS D350P Operating voltage range: 15to 32 VDC. Standby current: 300 ~A @ 24 VDC (one communication every 5 seconds with LED blink enabled). Operating temperature range: 32'to 131. F (a' to 55' C). Humidity range: 10% to 93% (non-condensing). Duct air velocity: 500 to 4,000 leeVmin. (152.4 to 1219.2 meters/min.). Dimensfons: 14.375" (365.125 mm) wide x 5.500" (13.970 mm) high x 2.750" (69.850 mm) deep. Options: RTS451, RTS451KEY, RA400Z. Separate auxil- iary power not required. D350RP Operating voltage range: 15 to 32 VDC (comm. line volt- age) and 24 VACNDC or 120/240 VAC auxiliary power (sepa- rate source). NOTE: The D350RP requires a separate aux- Iliary source. This document is not intended to be used for installation purposes. We try to keep our product information up-ta-date and accurate. We cannot cover all specific applica- tions or anticipate all requirements. All specifications are subject to change without notice. For more information, contact Fire'Lite Alarms, One Fire.Ute Place, Northford, Connectl:"t 08472. Phone: (800) 627-3473, Toll Free FAX: (877) 699.4105, FAX 8eck:(88BI 368-3299. ISO 9001 .ooo-iI=I:.......::iII=I.J ENGINrnUNlI MANUfACIVRING . DF.63176. Pago 1 of:! Standby current: 300 ~A @ 24 VDC (one communication every 5 seconds with LED blink enabled). Auxiliary power current draw (@ 24 VDC): 26 mA (standby), 87 mA (alarm). Operating temperature range: 320 to 1310 F (00 to 550 C). Humidity range: 10% to 93% (non-condensing). Duct air velocity: 500 to 4,000 teetimin. (152.4 to 1219.2 meters/min.). Dimensions: 14.375" (365.125 mm) wide x 5.500" (13.970 . mm) high x 2.750" (69.850 mm) deep. Options: RTS451, RTS451KEY, RA400Z. APA451. Relay contact ratings: 2 Fonm-C, DPDT, 10 A @ 250 V AC, 10 A @ 30 VDC (resistive). Minimum switching currant of 100 mA @ 5 VDC. INLET TUBE SELECTION Outside Duct Width Iniet Tube' Up to 2 feet (0.6096 m) ST-1.5 2 to 4 feet (0.6096 to 1.2192 m) ST-3 4 to 8 feet (1.2192 to 2.4384 m) ST-5 . . 8 to 12 feet (2.4384 to 3.6576 m) ST-10 'NOTE: Inlet tube is required and must be purchased separately. Order one inlet tube for each duct smoke detec- tor ordered. ~.gH 61 ~ - U,.h~' IH PRODUCT LINE INFORMATION D3S0P D350RP ST-1.5 ST-3 ST-5 ST.10 RA400Z RTS451 RTS451 KEY F3B.09-00 M02-04-00 A5053FS A50B7 A50BO Addressable duct detector housing with photolectric smoke detector. Addressable duct detector housing with photolectricsmoke detectorand DPDT relay. Metal sampling tupe, duct widths l' to 2' (see table at left for metric lengths). Metal sampling tupe, duct widths 2' to 4'. Metal sampling tupe, duct widths 4' to 8'. Metal samplingtupe, duct widths 8' to 12', Remote annunciator alarm LED. Remote test station. Mounts In single'gang box. Includes red alarm LED and magnet test switch. Key-activated remote test station. Replacement filters. Replacement test magnet. Replacement photoelectric sensor board. Replacement power board (without relay). Replacement power board (with relay). / ( S Flre'LlTe" ALarms WWW.flrellte.com July 14, 2004 DF-52385' E-710 H355 (A) Series Intelligent Addressable Thermal (Heat) Detectors for MS-9600, MS-9200UD Section: Addressable Devices GENERAL The Fire'Lite Alarm H355 Series thermal detectors are ad- dressable sensors that use a state-of-the-art thermistor sensing circuit for fast response. These sensors are de- signed to provide open-area protection and are intended for use with Fire.Lite's MS-9600 and MS-9200UD Fire Alarm Controi Panels (FACPs). Both the H355 and H355R sensors provide fixed tempera- ture alarm detection at 135'F. The H355R sensor responds to rate-of-rise conditions of greater than 15'F/8.3'C per minute. H355HT provides fixed high-temperature detection at 190'F/88'C. These thermal detectors provide cost ef- fective, addressable property protection in a variety of ap- plications. Two LEOs on each sensor light to provide a local, visible sensor indication. Remote LED annunciator capability is available as an optional accessory (PIN RA400Z). FEATURES SLC loop: . Two-wire SLC loop connection. . Unit uses base for wiring. Addressing: Addressable by device. . Direct Decade 01 - 159 (MS-9600), or 01 - 99 (MS- 9200UD) entry of address. Architecture: Sleek, low-profile, stylish design. State-of-the-art thermistor technology for fast response. Integral communications and built-in device-type identi- fication. Built-in tamper resistant feature. Built-in functional test switch activated by external mag- net. Operation: Factory preset at 135'F (57'C). Rate-of-rise model (H355R), 15'F (8.3'C) per minute. 360'-field viewing angle of the visual alarm indicators (two bicolor LEOs). LEOs blink green in Normal condi- tion and turn on steady red in Alarm. Visible LEOs "blink" every time the unit is addressed. Mechanicals: Sealed against back pressure. SEMS screws for wiring of the separate base. Designed for direct-surface or electrical-box mounting. @(@ LISTED S2517 I California State Fire ~ Marshal 7270-0075:195 <S> APPROVED H355 in B350LP base Plugs into separate base for ease of installation and maintenance. Separate base allows interchange of photoelectric, ion- ization and thermal sensors. Other system features: . Remote test feature from the panel. Walk test with address display. Low standby current. 94-5V plastic flammability rating. Options: Remote LED output connection to optional RA400Z re- mote LED annunciator. Recessed (RMK400) or surface (SMK400) base mount- ing kits. APPLICATIONS Use thermal detectors for protection of property. CONSTRUCTION These detectors are constructed of off-white Bayblend@. The H355 Series plug-in intelligent thermal detectors are designed to commercial standards and offer an attractive appearance. Bayblend@ Is a registered trademark of Bayer Corporation. Fire-L1te@ 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 Flre.Lite Place, Northford, Connecticut 06472. Phon.: (800) 627-3473, Toll-Fr.. FAX: (877) 699-4105. ISO 9001 CERTIFI ED INlumlNllmlJImIINI nAIIT' SYSTEMS DF-52385 . 07/14/04 - Page 1 of 2 INSTALLATION H355 Series plug-in intelligent thermal detectors use a de- tachable base to simplify installation, service and mainte- nance. Installation instructions are shipped with each de- tector. Mount base (all base types) on box that is at least 1.5" (3.81 em) deep. Suitable boxes include: 4.0" (10.16 em) square box. . 3.5" (8.89 em) or 4.0" (10.16 em) octagonal box. . Single-gang box (except relay or isolator base). NOTE: Because of the Inherent supervision provided by the SLC loop. end-af-line resistors are not required. Wiring "T-taps" or branches are permftted for Style 4 (Class "B? wiring only. OPERATION Each H355 Series detector uses one of 159 (MS-9600) or 99 (MS-9200UD) possible addresses on a control panel SLC loop. It responds to regular polls from the control panel and reports its type and the status. If it receives a test com- mand from the panel (or a local magnet test), it stimulates its electronics and reports an alarm. It blinks its LEOs when polled and turns the LEOs on when commanded by the panel. The H355 Series offers features and performance that represent the latest in thermal detector technology. SPECIFICATIONS Diameter: 6.1" (15.5 em) installed in B350LP. Height: 2.1" (5.33 em). Weight: 4.8 oz. (137 g). Installation temperature: -4"F to 100"F (-20"C to 38"C). Humidity range: 10% to 93% relative humidity (non-con- densing). Voltage range: 15 to 32 VDC peak. Standby current: 300 ~A @ 24 VDC (one communication every 5 seconds with LED blink enabled). LED current: 6.5 mA @ 24 VDC. Mounting: B350LP flanged base, included. Fixed-temperature setpoint: 135"F (57"C). Rate-ot-rlse detection: responds to greater than 15"FI 8.3"C per minute. Page 2 of 2 - DF-52385. 07/14/04 PRODUCT LINE INFORMATION NOTE: "A" suffix indicates ULC-L1sted model. H355 Intelligent thermal sensor (8350LP base in- cluded). H355A Same as H355 but with ULC Listing (8350LPA base included). H355R Same as H355 with rate-of-rise feature (8350LP base included). H355RA Same as H355R but wllh ULC Listing (8350LPA base included). H355HT Intelligent high-temperature thermal detector (8350LP base included). H355HTA Same as H355HT but with ULC Listing (8350LPA 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 em) 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). M02-04-00 Test magnet. 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. Isolates SLC from loop shorts. B501 BH(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 B501 BH(A), but includes temporal sounder. Accessories: RA400Z(A) Remote LED annunciator. 3 - 32 VDC. Fits U.S. single-gang electrical box. For use with 8501 (A) and 8350LP(A) bases only. SMK400 Surface mounting kit provides for entry of surface wiring conduit. For use with 8501 (A) base only. RMK400 Recessed mounting kit. For use with 8501 (A) base only. M02-04-01 Test magnet. XR-2 Detector removal tool. Allows installation andl or removal of detector heads from bases in high ceiling applications. XP-4 Extension pole tor XR-2. Comes in three 5-ft. (1.524 m) sections. S Flre'L1Te- ALarms www.f1rellte.com July 14, 2004 DF-52384' E-160 5D355(AV5D355T(A) Addressable Photoelectric Smoke Detecton Section: Addressable Devices GENERAL The Fire'Lite Alarms 50355 and S0355T 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- sivelywith Fire'Lite's MS-9200, MS-9200UO, and MS-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. . Unit uses base for wiring, detector head plugs-in. Addressing: Addressable by device. . Direct Decade 01 - 99 (MS-9200, MS-92DOUD) and 01 - 159 (MS-960D) 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: Wfthstands 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 unft is addressed (com- municating with the fire panel) and latches on in alarm. Mechanlca/s: Sealed against back pressure. Direct surface mounting or electrical box mounting. Mounts to: single-gang box, 3.5" (8.89 em) or 4.0" (1 0.16 em) octagonal box, or 4.0" (10.16 em) square electrical box (using a plaster ring - included). @@h91 LISTED S1059 California Slate Fire Marshal 7272-0075: 194 MEA <8> APPROVED SD355T with 8350LP base Other system features: . Fully coated circuit boards and superior RFltransient pro- tection. . 94-VO plastic flammability 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-LH:eI) Alarms is a Honeywell company. This document Is not Intended to be used for Installation purposes. We try to keep our product information up-ta-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-Lite Alarms, One Fire-lite Place, Northford. Connecticut 06472. Phon.: (800) S27-3473. Toll-Fr.. FAX: (877) 699-4105. ISO 1001 CERTIFIED I!mIIIIIC IIIIMIIIBIlIIIMI QUALITY SYSTEMS DF-52384.07/14/04 - Page 1 of2 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. LEXANiIil is a registered trademark 01 GE Plastics, a subsidiary 01 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 oflhe inherent supeNislon provided by the SLC loop, end-of-line resistors ere not required. Wiring "T-taps" or branches ere 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. Itre- sponds to regular polls from the system and reports its type and status. The SD355(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: 1,500 ft.lmin. (7.6 m/sec.) maximum. Diameter: 6.1" (15.5 em) installed in B350LP base. Height: 2.1" (5.33 em) installed in B350LP base. Weight: 3.6 oz. (102 g). Operating temperature range: for 50355: O"C to 49"C (32"F to 120"F) SD350; for SD355T: O"C to 38"C (32"F to 100"F). Temperature: O"C - 49"C (32"F - 120"F). Relative humidity: 10% - 93%, non-condensing. Page 2 of 2 - OF..s2384. 07/14/04 PRODUCT LINE INFORMATION NOTE: "A" suffix indicates ULe-Listed model. SD355 Addressable photoelectric detector (8350LP base Included). SD355A Same as SD355 with ULC Listing (8350LPA base included). SD355T Same as SD355 but with thermal element (8350LP base included). SD355TA Same as SD355T with ULC Listing (83OOLPA base included). RA400Z(A) Remote LED. Mounts to a single-gang box. B35OLP(A) Plug-in detector base (included). Dlmen- slons:6.1" (15.5 em). Mounting: 4.0" (10.16 cm) square box with or without plastic ring, 4.0" (10.16 cm) 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. B501BH(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). B501 BHT(A) Same as B501 BBH(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 8501 (A) and 8350LP(A) bases only. SMK400 Surface mounting kit provides for entry of surface wiring conduit. For use with B501(A) base only. RMK400 Recessed mounting kit. For use with BOO1(A) base only. M02-04-01 Test magnet. XR-2 Detector removal tool. Allows installation andl or removal of detector heads from bases in high ceiling applications. XP-4 Extension pole for XR-2. Comes in three 5-ft. (1.524 m) sections. @ Flre.UTe- Alarms www.ffrelite.com February 15, 2001 DF-52013 E-500 BG-12LX Addressable Manual Pull Station Section: Addressable Devices LEXAN@ is a registered trademark of GE Plastics, a subsidiary of General Electric Company. This document is not intended 10 be used for installation purposes. We try to keep our product Information up-la-date and accurate. We cannot cover aU specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact Fire-Ute Alarms, One Fire-Lite Place, Northford, Connecticut 06472. Phone: (BOO) 627-3473, Toll Fr.e FAX: (B77) 699- 4105, FAX Back:(SSSI 3SS-3299. GENERAL The Flre'Llte BG-12LX is a state-ol-the-art, dual-action (i.e., .requires two motions to activate the station) pull sta- tion that includes an addressable interface (mounted In. side) for Fire'Ln.'s addrassable MS-9200 and MS-9600 fire alanm control panels. .Because the BG.12LX is ad- dressable, the control panel can display the exact loca- tion of the activated manual pull station. This leads fire service personnel quickly to the location of the aiarm. 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 'ACTIVATED" appears at the top of the handle i~ bright yellow to clearly indicate the station has been operated. KeyAock .reset; needs only a 114-turn to lock/unlock. . Includes Braille text on station handle. . Captive screw tenminals wire-ready for easy connection to SLC loop (accepts up to 12 AWGI3.25 mm2 wire). . Optional trim ring (BG-TR). . Meets UL 38, Standard for Manually Actuated Signaling Boxes. . Maintenance p.rsonnel Can open station (for inspection . and testing) without causing an alarm conditior. . Built-in bicolor LED, which is visibie through the handle of the station, fiashes red in nonmal operation and latches on steady red when in alarm. CONSTRUCTION Shell, door, and handle are molded of durable 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 automati- cally resets the switch. @. I Califomia ;eo. State Fire . ~ Marshal VL . US '7150-0075:184 @!.9 .~ i/ C> Q. ~ - Q. 8 '" '\' E 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 Dual-action addressable pull station. Includes key lock/reset feature. Surface backbox. SB-10 ISO 9001 II ....:::II:.....::lI.:::II.] : INGINflBINI & MIINUfACllIBlNI Made In the U.S.A. DF.52013 - Page 1 01 2 INSTALLATION The BG-12LX can be semi-flush mounted into a single- gang, double-gang, or standard 4" (10.16 em) square elec- trical outlet box, or surface mounted to the Model 88-10 surface backbox. If the BG-12LX is semi-flush mounted, then the optional trim ring (BG- TRl 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 ~ ~ ;; S: ~ TERMINAL CONNECTIONS 1 SLC(-) 2 SLC (+) Back of stafion without door. o <=> I !iii I-DeU'l. I ~JJil'l (I J ()) l ICB Cover open to show easy access to MMX module, rotary switch, and UL label. Page 2 01 2 - OF-52013 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 conditio n itself so as to be visually detected as activated. Manual stations shall be constructed of red-colored LEXAN@ (6r 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 letters, 1.00 inches (25.4 mm) or larger. Stations shall be suitable for surface mounting on matching backbox SB-l0; or semi-flush mounting 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 nationalJlocal 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 command from the control panel, send data to the panel . representing the state of the manual switch. Manual stations shall provide address setting by use of rotary decimal switches. l . . ~ fDa.,,! i 3! , t:,f.r /5 :"1 ,.......... I 9 ..... . I I ADDRESS ( ~ Flre'L1Te8ALarmS ~ nCOrPOraTeO October 19, 1998 G-505 Wheelock NS/NS4 Series Horn Strobes and NH Series Horns Section: Audlo/Vlsual Devices ,. , GENERAL Wheelock's new davices, tha NSINS4 Series Horn Strobes and the NH Series Horns, feature low currant design wnh re- . duced inrush. The horn devices provide a selectabla continu- ous horn tone or a temporal pattern (Code 3) tone when con~ stant voltage from a Fire Alarm Control Panel (FACP) Is ap- plied. Each tona has two dB settings to choosa from. All models (horn only or horn with strobe) may be synchronized when used in conjunction with SM or OSM Sync Module.. . . Additionally, the hem may be silenced while maintaining strobe activation of .the NSlNS4 Series hom-strobe devices. All of these features are achievable with either the patented two- wire NS Series or with the four-wire NS4 Series models. The NSINS4 Series hom-strobe devices and the NH horn davices are designed for maximum performance, reliabllny, and cost-effectiveness while meeting or exceeding the latest re- quirements ofNFPA 72 (National Fire Alarm Code), ANSI 117.1 (American National Standard for Accessible and Usable Build- ings and Facilities), and UL Standard 1971 (Stendard for Sig- . naling Devices for the Hearing Impaired), and UL 464 (Audible Signal Appliances). NSINS4 audible strobe devices, when properiy specified and Installed in accordance with NFPAlANSI standards, can provide the equivalent Facilnation allowed under ADA Accessibility Guidelines (ADAAG General Section 2.2) by meating or exceeding the illumination which results from the ADA-spocified strobe Intensity of 75 candela at 50 feet (15.24 m). This Is an illumination of 0.030 lumens per square foot. When used with the Wheelock SM or DSM Series Sync Mod- ules, the continuous hom tone produces a synchronized tem- poral (Code 3) tone. This ensures a distinct temporal (Code 3) pattern when two ormore horns are within hearing distance. If not synchronized, the temporal sound could overiap and not be distinctive. Additionally, II strobes on the sanie circuit are synchronized, this provides the ability to comply with ADA rec- ommendations concerning photosensnJve epilepsy and to meat NFPA requirements when Installing two or more visual devices within the field of view. All of this, pluslhe ability to silence the horn, Is achieved by using only two wires (NSlNH). FEATURES ADAlNfPAlANSI compliant. Meats OSHA29 Part 1910.165. . Low currant draw and reduced inrush. Wall-mount only. Two selectable tones and dB levels: ConUnuous tone: anechoic, 90 or 95 dB; revarbarant. 82 or .88 dB @24 VDC. Temporal Code 3 tone: anechoic, 90 or95 dB; reverberant. 75 or 82 dB @24VDC. . . Patent pending Universal Mounting Plate for slngle-gang, double-gang, 4' (10.16 em) square, or 100 mm European backboxes, or Wheelock's SHBB shallow surfaco backbox. No additional trim plates requlrad. @ @ <S> E 5946 CS 243 (NH) CS 356 (NSlNS4: 15 cd, 75 cd, & 110 cd) ~ California .., State Fire !IllIlJ Marshal 7125-0785:142 007A4.AY MEA 151-92-E NS/NS4 Hom Strobe NH Horn Available with 15, 15/75, 30, 75, and 110 candela strobe intensities. 15/75 condele wall-mounted strobes are listed at 15 candela under UL Standard 1971 and meet 75 candela Intensny on axis for ADA guidelines with low current draw. Two versions available: two-wire for both horn and strobe; four-wire model. Non-syncand sync In one model (synchronization requires a SM or DSM Sync Module). Matching horn in 12124 volts (selectable). ~ This document II not Intended to be used for Installation purposes. We try to keep our product Information up-to-date'and accurate. w. cannot cover aJllpecific appllcalfons or anticipate all requirements. All spacifications are subject 10 change wilhoul notice. For more Inroooatlon. contaot F1....Ula. Phon.: (203) 484-7161 FAX: (203) 484-7118 @ ~Jt!~:~r~rAL8rmS One Are-L1Ia Place. Northfo:d. Connecticut 06472 . ISO-9001 Engineering and Manufacturing Quality SysIam Car1ified to Inlemaliona! Standard IS0-9001 ~ Mad. In Ih. U.S..... OF-51988 - Pag.l 0/4 . NH Series horns are listed under Ul464 for audible signal appliances. /1iWARNING/'f PLEASE READ THESE SPECIFICATIONS AND ASSOCIATED INSTALLATION INSTRUCTIONS CAREFULLY BEFORE USING, SPECIFYING, OR APPLYING THIS PRODUCT. FAILURE TO COMPLY WITH ANY OF THE FOLLOWING INSTRUCTIONS, CAUTIONS, AND WARNINGS COULD RESULT IN IMPROPER APPUCATION,INSTALLATlONAND/OROPERATIONOFTHESE PRODUCTS IN AN EMERGENCY SITUATION, WHICH COULD RESULT IN PROPERTY DAMAGE, AND SERIOUS INJURY OR DEATH TO YOU ANDIOR OTHERS. INPUT . MODEL NUMBER VOLTAGE NS4-2415W-FR 24 VDC NS4-241575W-FR 24 VDC NS4-2430W-FR 24 VDC NS4-2475W-FR 24 VDC NS4-24110W-FR 24 VDC NS4-121575W-FR 12 VDC NH-12/24-R 12/24 VDC SYNC MODULES" INPUT VOLTAGE AVERAGE CURRENT MOUNTING OP11ONS' SM-I2/24-R 12 VDC 124 VDC 0.014 (12 VDC) I 0.025 (24 VDC) E, N DSM-I2/24-R 12 VDC 124 VDC 0.020 (12 VDC) I 0.038 (24 VDC) W NOTES: 1) ALL MODELS are wall-mounl and offered in red only. 2) SUFFIXES USED ABOVE: W = Wall mounting; F = Fire lettering; R at end = Red; 4 = 4-w1re. EXAMPLES: NS-2415W-FR (2-wlre -lI'lall mounting - fire lettering, Bed); NS4-2415W-FR ~ wire -lI'lall mounting - Eire lettering, Bed). 3) SYNCHRONIZED TEMPORAL (Code 3) TONE Is echleved when the 'continuous hom lone' is selected and connectod 10 tho SM or DSM Sync Modules. Refer 10 Installation Instructions for tha NS Series (Wheelock #P83518), NS4 Series (Wheelock #P83801), end NH (Wheelock #P83600). , For descriptions of MOUNnNG OpnONS. refer to Flre'Ute data sheet DF.51744, cferlved from Wheelock #S7000. - SM Sync Modules ere reled for 3.0 amperes at 12 or 24 VDC; DSM Dual Contml Module. are raled for 3.0 amperas per clrculL The maximum number of Interconnected DSM modules is twenty (20). Referlo Installation Instructions for SM (Wheelock #P83123) and DSM (Wheelock #P831n). GENERAL NOTES . Strobes are designed 10 flash at 1 flash per second minimum from 201031 VDC (for 24 VDCmodels), orl0.5\o 15.6VDC (for 12 VDC models). No1e that NFPA-72 (1996) specifies a flash rate of 110 2 flashes per second, and ADA guidelines specify a flash rate of 110 3 flashes per second. . . All candela ratings represent minimum effective strobe in1en- slly based on Ul1971. . NSlNS4 Hom Strobe pnoducls are listed under UL 1971 for indoor use with a temperature range of32'F \0 120'F (O'C 10 49'C) and maximum humidity of 85%. ORDERING INFORMATION INPUT STROBE . MODEL NUMBER VOLTAGE CANDELA 24 VDC 15 24 VDC len5 24 VDC 30 24 VDC 75 24 VDC 110 12 VDC 15/75 NS-2415W-FR NS-241575W-FR NS-2430W-FR NS-2475W.fR NS-2411OW-FR NS-121575W-FR a,O.F,B.X a,OIF,G.X B,D,F.G.X B, 0, F. G.X a,O.F,G.X B,D,F,G.X ( STROBE CANDELA 15 15/75 30 75 110 15/75 MOUHTING OPTIONS' B,D.F.G,X a,O.F,G.X B,D,F,G,X B,D,F,G,X B, D. F, G,X a,O.F,G.X NSINS4INH Series: average current. - 24-volt models NS SERIES: VOLTAGE NS-2415W NS-241675W NS-243OW NS-2475W NS-2411OW 20.0 VDC 0.071 A 0.089 A 0.100 A 0.173 A 0210A AVERAGE CURRENT' 24.0 VDC 0.085 A 0.080 A 0.087 A 0.145 A 0.174 A . Yoith Low dBA Selling (90 dBAj 31.0VDC . 0.059A 0.058 A O.onA 0.118A 0.141 A 2O.0VDC 0.078 A 0.094 A 0.108 A O.lnA 0219A AVERAGE CURRENT' 24.0 VDC 0.072 A 0.086 A 0.097 A 0.155A 0.185 A v.lth High dBA Selling i95 dBAj 31.0 VDC 0.070 A 0.081 A 0.088 A 0.129 A . 0.153 A NS4INff SERIES: VOLTAGE NS4-2415W NS4-241675W NS4-243OW NS4-2475W NS4-2411OW 20.0 VDC 0.064 A O.oeo A 0.095 A 0.15tA 0.199 A AVERAGE CURRENT' 24.0 VDC 0.054 A 0.068 A 0.081 A 0.133 A 0.161 A STROBE ONLY INPUT 31.oVDC 0.047 A 0.056 A 0.088 A 0.108 A 0.131 A AVERAGE CURRENT' 20.0 VDC 0.018 A 0.016 A 0.018 A 0.016 A 0.016 A Audible Only NS4INH Input 24.0 VDC 0.021 A 0.021 A 0.021 A 0.021 A 0.021 A l\lth Low dBA Selling (90 dBAj 31.0VDC 0.026 A 0.028 A 0.028 A 0.026 A 0.026 A AVERAGE ClRlENT' 2O.oVDC 0.020 A 0.020 A 0.020 A 0.020 A 0.020 A AudIble Only NS4INH Input 24.0 VDC 0.027 A 0.027 A 0.027 A 0.027 A 0.027 A v.lth High dBA SellIng (95 dBAl 31.0 VDC 0.034 A 0.034 A 0.034 A 0.034. A 0.034 A NS-121575Waverage currant. NS4-121575W average current. VOLTAGE AVG. cuRREHl" /IlIG. CURRENT' VOLTAGE AUDIBLE ONLY AUDIBLE ONLY (12-'/011 Lowd~~ng IIgh dBA Selling (12-vo/1 SlROBE ONLY NS4INH INPUT NS4INH INPUT model) (9Od (95 dBA) INPUT l\lth LOW dBA v.lth HIGH dBA 10.5 VDC 0.197 0.199 model) SellIng. (90 ';A, Selling. (95 dBAj 12.0 VDC 0.172 0.175 10.5 VDC 0.189 A 0.011 A 0.016 A 15.6 VDC 0.143 0.147 12.0 VDC 0.162 A 0.014 A 0.018 A 15.6 VDC 0.130 A 0.017 A 0.023 A .. 'Average current per actual Wheelock Production Tosting @ 10.5, 12,15.6,20,24, and 31 VDC. For rated average end peak current across tho UL listed voltage range for both ffllered and unfiltered VRMS, see installation Instructions (Wheelock #P83518). PS9S 2 014 - DF-51988 FEATURES QUICK REFERENCE MODEL NUMBER ww. NON-8YNC SYNC'S v.t STROBE . 24 VDC 12 VDC 2.WRE 4-WlRE MOUNT SM or DSM CANDELA NS-2415W-FR X X X 15 X X NS-241575W-FR X X X 1M5 X X NS-2430W-FR X X X 30 X X NS-2475W-FR X X X 75 X X NS-24110W-FR X X X 110 X X NS-121575W-FR X X X 1M5 X X NS4-2415W-FR X X X 15 X X NS4-241575W-FR X. X X 1M5 X X NS4-243OW-FR X X X 30 X X NS4-2475W-FR X X X 75 X X NS4-242110W-FR X X X 110 X X NS4-121575W-FR X X X 1M5 X X NH-l2124-R X X X - X X X (can also caIU~ounl) WIRING DIAGRAMS NS devIces synchronized with SM Module sIngle Class "8" (Style Y) cIrcuit __ WITH audible silence feature. ....... NS device non-synchronized. ".. From + 'pRECEDING { _ DEVICE or FACP FACP SM +} To NEXT STROBE - DEVICE NAC CIRCUIT or EOLR + STROBE - STROBE ,.,' NS and NH devices synchronized with DSM'Module dual Class "A" (Style Z) ".. circuit with NO audible silence feature. AUDIBlE NAC CIRCUIT ( + .. SIGNAL . - AUDIBlE . EOI..R VALUE DETERMINED BY FACP NAC CIRCUIT(S). FACP AUDIBLE NAC CIRCUIT OUT NS and NH devIces synchronized with multIple DSM Modules. ".. INTERCONNECTING WIRING SHOWN. MAXIMUM OF TWENTY (20) DSM MOOULES. AUDIBlE NAC FACP CiRCUIT.... DSM #1 - AUDIBLE STROBE .... lS> SYNC + NAC lS> SYNC- CIRCUIT AUDIBLE DSM #2 NAC CIRCUIT .... STROBE .... lS> SYNC + NAC lS> SYNC- CIRCUIT AUDIBLE DSM #3 NAC CIRCUIT .... STROBE .... lS> SYNC + NAC lS> SYNC- CIRCUIT DF-519BB - Page 3 of 4 AUDIBLE NAC CIRCUIT RETURN '- NOTES: . NSlNS4/NH must be sel on continuous horn tone 10 echieve synchronized temporal (Code 3) lone. Referlo InstellaUon instructions (Wheelock #PB351B). . Fordetal/s on using SM or DSM Sync Modules, refer 10 Wheelock data sheet #53000, or Wheelock InstallaUon instrucUons #PB3123 (forSM) or#P83177 (for DSM). h..-WARNING/T CONTACT WHEELOCK FOR "INSTALLATION INSTRUCTIONS" (WhoolocktlP83618) AND "GENERAL i..Oi ~ INFORMATlON"SHEET{WheelocktlP82380)ONTHESEPRODUCTS. THESE MATERIALS UNDERGO PERIODIC CHANGES. IT IS IMPORTANT THAT YOU HAVE CURRENT INFORMATION ON THESE PRODUCTS. THESE MATERI- ALS CONTAIN IMPORTANT INFORMATION THAT SHOULD BE READ PRIOR TO SPECIFYING OR INSTALLING THESE PROD- UCTS, INCLUDING: ( . TOTAL CURRENT REQUIRED BY ALL DEVICES CONNECTED TO SYSTEM PRIMARY AND SECONDARY POWER SOURCES. . FUSE RATINGS ON NAC CIRCUITS TO HANDLE PEAK CURRENTS FROM ALL DEVICES ON THOSE CIRCUITS. COMPOSITE FLASH RATE FROM MULTIPLE STROBES WITHIN A PERSON'S FIELD OF VIEW. VOLTAGE APPLIED: THE VOLTAGE APPLIED TO THESE PRODUCTS MUST BE WITHIN THEIR RATED INPUT VOLT- AGE RANGE. . INSTALLATION OF 110 CANDELA STROBE PRODUCTS IN SLEEPING AREAS. INSTALLATION IN OFFICE AREAS AND OTHER SPECIFICATION AND INSTALLATION ISSUES. . Note: USE NSlNS4INH ONLY ON CIRCUITS WITH CONTINUOUSLY APPLIED OPERATING VOLTAGE. DO NOT USE, NSlNS4INH SERIES ON CODED OR INTERRUPTED HAC CIRCUITS IN WHICH THE APPLIED VOLTAGE IS CYCLED ON AND OFF, AS THE STROBE MAY NOT FLASH. . CONDUCTOR SPECIFICATIONS: CONDUCTOR SIZE (AWG), LENGTH AND AMPACITY SHOULD BE TAKEN INTO CONSIDERATION PRIOR TO DESIGN AND INSTALLATION OF THESE PRODUCTS, PARTICULARLY IN RETROFIT INSTALLATIONS. FAILURE TO COMPLY WITH THE INSTALLATION INSTRUCTIONS OR GENERAL INFORMATION SHEETS COULD RESULT IN IMPROPERINSTALLATlON,APPLlCATION,AND/oROPERATIONOFTHESE PRODUCTS IN AN EMERGENCY SITUATION, WHICH COULD RESULT IN PROPERTY DAMAGE AND SERIOUS INJURY OR DEATH TO YOU AND/OR OTHERS. Wh_ products must be used within their published specifications and must be PROPERLY specified, applied, Installed, operated, maintained, and operationally tested In accordanca with thalr Installation Instructions at the time of Installation and at least twica a year or mora often and In accordanoa with local, state, and federal codes, regulsUons, and laws. Specification, application, Installation, operation, malntenanoa, and tesUng must be perfonned by qualified peraonnel for proper operation in accordanos with all of the latest National Are Protection Association (NFPA), Underwriters' Laboratorlas (UL), National Electrical Code (NEC), Occupational Safety and Health Administration (OSHA), local, state, county, provinoa, distrfct, federal, and other applicable building end fire standards, guidelines, regulations, laws, and codes including, but not limlled to, all appandlees and amendments and the requirements of the local authority having Jurisdiction (AHJ). ARCHITECTS' & ENGINEERS' SPECIFICATIONS . The notification appllanoas shall be Wheelock NSlNS4 Series Hom strobe and NH Series Hom devices; and companion SM and DSM Sync Modules, or approved equlvelents. NSlNS4 Serles.devices shall be listed under UL Standard 1971 (Emergency Devices for the Hearing Impaired for Indoor Are Protection Servloa). NH Series Hom and SM and DSM Sync Modules shall be UL listed under Standard 464 (Flra ProlecUva Signaling). NSlNS4/NH and SM/DSM devioas shall be cerUfled to meet FCC Part 15, Class S. . The devices shall be designed for two- or four-wire operation and shall provide ellher a conUnuous horn/strobe signal or tamporal (Code 3) tone when constanUyapplled voltage from a NoUfication Appliance Circuli (NACs) of the Are A1anm Control Panel (FACP) or synchronized temporal (Code 3) horn and synchronized strobe when used In conjunction with tha SM or DSM Sync Modules. . The NS Series shall be designed so that tha audible signal may ba silenoad while maintaining strobe activation (when used with the SM or DSM Sync Modules). Tha SM and DSM Sync Modules shall incorporata two Inputs from Notificetion Applianoa ClrouIts (NACa) for powar connection from the Fire A1anm Control Panel (FACP); one for the strobe (NAC) circuit and one for the audibla (NAC) circuit A single two- or lour-wire output shall control both the audible and visual apptiances. Upon activation of the audible silenoa function of thaFACP, the audible signal shaD be silenced While maintaining strobe activation. .' Sound output at '1 0 feet (3.048 m) shall be field-selectsbla for 92 or 97 dBA anechoic for both continuous or temporal (Code 3) tone. The NS/NS4 Series shall prov!da listed strobe IntensltJas of lS, 15nS, 30, 75, and 110 candela, with a fiash rata of ona fiash per second minimum across the listed vollega range. The strobe shall Incorporate a Xenoni!l fiashlube enclosed In a rugged tEXANe lens. . The Sync Module shaH be designed and available In two versIOns: the SM-12124, for control of a single Class B NAC circuit; and a dual-output varalon, the DSM-12124, for control of either a single Class A or two Class S NAC circuits. Tha DSM dual-<:lrcult version . shaH provide the additional capablllly of "dalsy-chalnlng," I.e., the ability to interconnect multiple DSM's for synchronous hom and strobe operation on multiple NAC circulls. DSM.12124 coverage Inle""",necUon capabHIIy shall be for a maximum of 20 modules (40 Class "B" NAC ci.rculls or 20 Class .K NAC circulls). Rated average current requirement for the SM-12124 shall be 0.014 amperes @ 12 VDC and 0.025 amperes @ 24 VDC; the DSM-12124 shan be 0.020 amperes @ 12 VDC and 0.038 amperes @ 24 VDC. Tha SM Sync Module shaH be cepable of handling a thre....mpere load at 12 or 24 VDC. The DSM Sync Modules shall be capable of handHng a load ofthraa amparas porc/rcultln the Class "S. mode, and three amparas par module in the Class "A".mode at 12 or 24 VDC. . SM or DSM Sync Modules and NSlNS4 Hom Strobes shaH be designed as a sysfem for continuous activation of the strobes should the Sync Module contacts fail In the passive state (i.e., contacts remain ciosed). In this default mode, the strobes shaH reverl to a non- synchronized defaull fiash rete. . NS/NS4/NH devices shan be designed for operetion al12 or 24 VDC, oyer their respectlva listed voltage ranges of 10.S to lS.6 VDC; and 20.0 to 31:0 VDC. The unlle shaD be designed foroperetion on filtered DC, or unfiltered VAMS. Rated average currant for NSlNS4 Series devioas sheH depend upon vollege and strobe Intensity; the NS Series current shaH be as low as 0.OS3 amperes for 24 VDC versieins and 0.133 amperes for 12 VDC versions (both with volume set at high-dS output). Rated averaga current for Series NH (voluma sat at hlgh-cfS output) shaD be 0.021 amperes for 24 VDC versions and 0.014 emperes for 12 VDC versions, . All versions shaH be polarized for DC suparvlsion end sheH Incorporate screw tenminals for In/out field wiring of size #18 AWG (0.7S mm') to tl12 AWG (3.25 mm'). . . NS/NS4/NH shall Incorporate a unique Universal Mounting Plete which shaH aHow mounting to single-gang, double-gang, 4. (10..16 em) square, 100 mm European backboxes or Wheelock's SHBS surfaea backbox. No additional trim plate shaH be required for flush mounting. " Dimensions for NS/NS4/NH epplianoas shaD be 4.7S. (120.6S0 mm) square by 1.22. (30,988 mm) deep. Due fo contInuous developmenf of products offered by Wheelock, specificatIons and product ava/lablllty are subjecf to chang. wlthouf notlea In accordance wIth W1lo.lock standard ferms and condHlons. Pego 4 of 4 - OF-S1BBB 'w S Flre'L1Te- ALarms www.f1relite.com July 2, 2004 DF-51780 . G-520 Wheelock RSS and RSSP Series Single- and Multi-Candela strobes and Strobe Plates Section: AudioMsual Devices GENERAL Wheelock's patented Series RSS Strobe Appliances and Series RSSP Strobe Plates have lower current draw while maintaining outstanding performance, reliability and oost effectiveness. These versatile appliances will satisfy vir- tually all requirements for indoor, wall or ceiling mount applications. Strobe options for wall mount models include 15/75 or Wheelock's Patented MCW multi-candela strobe with field selectable candela settings of 15/30/75/11Ocd, Ceiling mount models indude tha patented MCC multi-candela ceiDng strobe with field selectable intensities of 15/30/75/95OO or the high intensity MCCH strobe with fl9ld selectable 115/17700. All models may be synchronized when used in oonjunction with the Wheelock SM, DSM Sync Modules or a Power Supplies with Wheelock's Patented Sync Protoool. Syn- chronized strobes can eUminate possible restrictions on the number of strobes in the field of view. Wheelock's synchro- nized strobes offer an easy way to comply with ADA reoom- mendations oonceming photosensilive epilepsy as well as meeting the requirements of NFPA 72. Wheelock's Series RSS Strobes employ a Patented Integral Strobe Mounting Plate that can be mounted to a single gang, double gang, 4' square, 100mm Europeanbeckboxes or the SHBB surfaoa backbox. If the flush backbox has side or top space between it and the finished wall, the NA TP (Notifica- tion Appliance Trimplate) may be used. It provides an addi- tional .65' of trim for the Appliance. An atlractive oover plate is provided for a clean, finished appearanoa on all models. The Series RSSP Multi-Candela Strobe Plates are a oost effective way to retrofit required wall strobe appliances to bells, horns, chimes, multitones or speakers and easny mounts to standard 4' backboxes or for surfaoa mount use with Wheelock's SBL2 surfaoa backbox. FEATURES , Wall mount Multi-Candela models are available with Field Selectable Candela Settings of 151301 75/110cd or 135/18500. Single Candela models are available in 15/75cd Ceiling mount Multi-Candela models are available with field selectable candela settings of 15130/75/9500 or 115/17700. , Strobes produoa 1 flash per second over the regulated voltage range 12 and 24 VDC models with wide UL 'Regulated Volt- age' using filtered (DC) or unfiltered VRMS input volt- age Synchronize with Wheelock SM, DSM or Power Supplies with built-in sync protocol @ USTED S5391 @b9 I California ~ State Fire ~ Marshal 7125-0785:141 CS 356 MEA 151-92-E Vol. XIX, XX Vol. XXIV (RSS-24MCW-FR, -FW) <S> APPROVED RSS Round Series RSS _ ~;l '---~ r ~~ _~ 1 ~I~~ -, ------- - j."~' i>'_, ~- -1' ': ~ ~ '~: )ll _ ~_ 1 I j - '"._ __ _ ~~~., _~ __ .,Ji' Multi-Candela Indicator (bottom of Strobe Lens) Series RSSP , ADNNFPNUFC/ANSI oompliant Meets OSHA 29 Part 1910.165 GENERAL NOTES RSSlRSSP Series strobe products are listed under UL 1971 for indoor use with a temperature range of 32'F to 120'F (O'C to 49'C) and maximum humidity of 93% (:I: 2%). , "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.' Flre.LIteIl Alarms Is a HoneyweR 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 appllcaUons or anticipate all requirements. AU specifications are subject to change without notfce. For more Infonnatlon. contact Fire-Lite Alarms. One FIre-Lite Place. Northford, Connecticut 06472. Phono: (800) 827-3473, Tol~Fr.. FAX: (877) 899-4105. DF.51780 . 07102104 - Pogo 1 of 4 /E.WARNING/T PLEASE READ THESE SPECIFICATIONS AND ASSOCIATED INSTALLATION INSTRUCTIONS CAREFULLY BEFORE USING, SPECIFYINGORAPPL Y1NG THIS PRODUCT. FAILURE TO COMPL YWlTH ANYOFTHE FOLLOWING INSTRUCTIONS,CAUTIONS AND WARNINGS COULD RESUL TIN IMPROPERAPPLICATION,INSTALLATION AND/OR OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION, WHICH COULD RESUL TIN PROPERTY DAMAGE,AND SERIOUS INJURYORDEATHTOYOUAND/ OROTHERS. NOTE: Due to continuous development of our products, speclncatlons and offerings are subject to change without notice In accordance wtth Wheelock, Inc. standard terms and conditions. MODEL NUMBERS OFFERED BY NOTIFIER WAlU SYNC I MODEL SQ.JARE AGENCY APPRO/AlS NClII. STRCBE 1212' MOONTlNG MOOEL CEILING SYNC WfSM, CANDElA VDC =CR a>TlOOS'" CR MaJNT DSM REDIWHlTE RaJNO Ul MEA CSFM FM 'FP RSS-24MCW-FR W.' X X 15I30n5l1D 24 .'" B ,a,E,r ,GHJ.N,QR.X S_e X X X X X RSS-24MCW.fW W.' X X 15I30n5l1D 24 Wlite B ,a,f,F ,G,H,J,N,QR,X SqUS"e X X X X X RSS.241575W-FR W.' X X 15 (75onAxls) 24 .'" B ,D,EJ.G.H,J,N,QR,X SqlJa"e X X X X x RSS-121575W-FR W.' X i< 15 (75onAxisl 12 .'" B ,O,E,F ,G,H,J,N,QR,X squa-e x X X X X RSS.24MCC-FR Ca:lirg X X 15I30nS/95 24 .'" B,D,E.F.G.H.J.N,QR,X S_e X X . RSS.24MCCFW Ceifll'lJ X X 15/30n5/95 24 Wlite B .D.E,F ,C:VU,N,QR,X S_e X X RSS.24MCCR-FW Ceilirg X X 15I30n5l95 24 Wtite B ,O,E,F ,G,H,J,N,QR,X .ou-d X , X . . RSS-24Mca+FW callrg X X 1151117 24 WHte B,D,E.F.G.HJ,N,QR,X 5qL86 X . RSS-24MCOi-FR Ceilirg X X 1151117 24 .'" B,D,E.F.G.H.J,N,QR,X S_e X . R5S-24MCQ-IR-FW Ceillrg X X 11SI177 24 WHte B ,O,E.F .G.HJ,N,QR,x . ou-d X RSSWP.2475W-FR. W.' X X 75@l.3'fF 24 .'" B ,O,E,F .G.H..l,N,QR,x Sqlae X X X X "'Refer to Notifier data .heet DN-6111 for mounting option.. Table 1: Average RMS OJ"ent' RSS/RSSP RSSlRSS - WaU Mount RSS - Ceiling Mounth 24VDC 241575W 24WON 24MCC 24MCCH Models 1575ed 15cd 30ed 75ed 110cd 15cd 30ed 75ed 95ed 115cd 177ed 16 vde 0.101 0.062 0.102 0.192 0.265 0.068 0.112 0.211 0.292 0.300 0.420 24 vde 0.064 0.41 0.065 0.116 0.155 0.045 0.072 0.128 0.171 0.195 0.270 33 vde 0.047 0.032 0.047 0.081 0.107 0.035 0.052 0.089 0.118 0.145 0.190 RSSlRSSP RSS/RSSPWal1 Mount "Average RMS Current is per UL average RMS method and Average Mean Current j 24 VDC Models 121575W average mean method. 12 volt models use average mean current. 8vde 0.336 For rated In Rush and Peak current across the UL listed voltage range for both filt . 12 vde 0.179 and unfiltered VRMS (FWR), see installation instructions. 17.5 vde 0.136 SYNC MODULESIPOWER SUPPLY MODEL ORDER INPUT AVERAGE MEAN MOUNT ING NUMBER CODE VOLT AGE CURRENT OPTIONS (VDC) .. 24 VDC SM.12I24-R 6369 24 .o2B 'W DSM-12I24-R 6374 24 .035 W ~ 8M Sync Module is rated for 3.0 amperes @ 24 VOC. DSM Sync Module is rated for 3.0 amperes per circuit. The maximum number of Interconnected DSM modules is twenty (20). Page 2 014 - DF-S17BO' 07/02/04 sperUL ered DC Table 2: Audibles/Speakers for RSSP Strobe Plale Product Series Multitone Appliances AMT, MT Hams AH, NH, HS Motor Bells MB-G6/Gl0 Speakers ET-l0l0/l080, E70, ET70 Chimes CH70 WIRING DIAGRAMS From + PRECEDING DEVICE, SYNC MODULE, or FACP + To NEXT DEVICE or EOLR From PRECEDING STROBE, SYNC MODULE, or FACP + ----I r--------- , , ---T-r-I .------ I I I I I I I I ISlISl ' + - Q + STROBE AUDIBLE To NEXT + DEVICE or EOLR - - J== ~ ~~~~ or EOLR FIGURE 1: RSS/RSSP device. ....... From PRECEDING + DEVICE or FACP _ 5765wlr3.wmf 5765wlr1.wmf + ..... FIGURE 2: Strobe/plate assembly with audible and visible operating in unison. ....... FIGURE 3: Strobe/plate assembly with audible and visible operating independently. From + PRECEDING DEVICE, SYNC MODULE. or FACP + To NEXT DEVICE or EOLR 5765wlr2.wmt + Q + STROBE AUDIBLE FIGURE 4: RSS/RSSP devices synchronized with DSM Module; single Class "A" NAC circuit. DSM ....... o SYNC + o SYNC- + OUT 1 + IN 1 MINUS 1 For details on using SM or DSM Sync Modules Installation instructions #P83123 (for SM) or #P83177 (for DSM). f STROBE NAC CIRCUIT OUT FACP o + AUDIBLE o - AUDIBLE STROBE NAC 5765wlr4.wmf CIRCUIT RETURN MINUS 2 + IN 2 +OUT2 FIGURE 6: RSS/RSSP devices synchronized with multiple DSM Modules. INTERCONNECTING WIRING SHOWN. ....... MAXIMUM OF TWENTY (20) DSM MODULES. DSM #1 FIGURE 5: RSS/RSSP devices synchronized with SM Module single Class "B" NAC circuit. ....... FACP STROBE ... NAC CIRCUIT o SYNC + (9 SYNC- STROBE NAC CIRCUIT SM + STROBE DSM #2 FACP - STROBE STROBE ... NAC CIRCUIT is> SYNC + is> SYNC- 3+ AUDIBLE EOLR - AUDIBLE STROBE ... NAC CIRCUIT 5165wlr6.wmf is> SYNC + o SYNC- OF-5178D . 07/02/04 - Page 3 of 4 /),.-WARNING/T CONTACT WHEELOCK FOR THE CURRENT "INSTALLATION INSTRUCTIONS" 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 INSTAWNG THESE PRODUCTS, INCLUDING: TOTAL CURRENT REQUIRED BY ALL APPLIANCES CONNECTED TO SYSTEM SECONDARY POWER SOURCES. FUSE RATINGS ON NOTIFICATION APPLIANCE CIRCUITS TO HANDLE PEAK CURRENTS FROM ALL APPLIANCES ON THOSE CIRCUITS. ADDING, REPLACING OR CHANGING APPLIANCES OR CHANGING CANDELASETTlNGS WILL AFFECT CURRENT DRAW. RECALCULATE CURRENT DRAW TO INSURE THAT THE TOTAL AVERAGE CURRENT AND TOTAL PEAK REQUIRED BY ALL APPLIANCES DO NOT EXCEED THE RATED CAPACITY OF THE POWER SOURCE OR FUSES. COMPOSITE FLASH RATE FROM MULTIPLE STROBES WITHIN A PERSON'S FIELD OF VIEW. 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. USE STROBES ONLY ON CIRCUITS WITH CONTINUOUSLY APPLIED OPERATING VOLTAGE. DO NOT USE STROBES ON CODED OR INTERRUPTED CIRCUITS IN WHICH THE APPLIED VOLTAGE IS CYCLED ON AND OFF AS THE STROBES MAY NOT FLASH. 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. Wheelock producls must be used within their published speciflcations and must be PROPERLY specifled, applied, Instalied, operated, maintained and operationaliy tested in accordance with their Instaliation Instructions at the time of instaliation and at least twice a year or more often and in acoordance with local, state and federal codes, regulations and laws. Speciflcation, application, Instaliation, operation, maintenance and testing must be performed by qualified personnel for proper operation in accordance with all of the latest National Fire Protection Association (NFPA), Underwriters' Laboratories (ULI, National Electrical Code (NEe), Occupational Safety and Health Admlnlstretion (OSHA), local, state, county, province, district, federal and other applicable bulidlng and flre standards, guidelines, regulations, laws and codes Including, but not limited to, ali appendices and amendmenls and the requlremenls of the local authority having jurisdiction (AHJ). ARCHITECTS' AND ENGINEERS' SPECIFICATIONS The visual notification appliances shali be Wheelock Series RSS Strobe Appliances or approved equals. The Series RSS shall meet and be listed for UL Standard 1971 (Emergency Devices for the Hearing-Impaired) for Indoor Fire Protection Service. The strobe shall be listed for indoor use and shall meet the requirements of FCC Part 15 Class B. The strobe appliances shall produce a flash rate of one (1) flash per second over the Regulated Voltage Range and shall incorporate a Xenon flashtube enclosed in a rugged Lexan@lens.AII inputs shall be compatible with standard reverse polarity supervision of circuit wiring by a Fire Alarm Control Panel (FACP). When Strobe Plates are to be installed, they shall be the Wheelock Series RSSP Strobe Plate and shall have the same electronic circuitry as the Wheelock Series RSS. The Series RSS Strobe shall be of low current design. Where Multi-Candela appliances are specified, the strobe intensity shall have field selectable settings and shall be rated per UL Standard 1971 at 15/30fl5/11 Oed or 135/185cd for wall mount and 15/30/75/95cd or 115/177cd for ceiling mount. The selector switch for selecting the candela shall be tamper resistant. The 1575 candela strobe shall be specified when 15 candela UL Standard 1971 Listin9 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 built-in Patented Wheelock Sync Protocol. The strobes shall 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 strobe shall revert to a non- synchronized flash rate. The strobes shall be designed for indoor surface of flush mounting. The Series RSS Strobe Appliances shall incorporate a Patented, Integral Strobe Mounting Plate that shall allow mounting to single-gang, doubllr1lang, 4-inch square, 1 OOmm European type backboxes, orthe SHBB Surface Backbox. If required, an NATP (Notification Appliance Trimplate) shall be provided. An attaching cover plate shall be provided to give the Appliance and attractive appearance. The Appliance shall not have any mounting holes or screw heads visible when the installation is completed. The Series RSSP Multi-Candela or single candela Strobe Plate shall mount to either a standard 4 inch square backbox for flush mounting, or the Wheelock SBL2 backbox for surface mounting. All notification appliances shall be backward compatible. NOTE: Due to continuous development of our products, specifica- tions and offerings are subject to change without notice in accordance with Wheelock, Inc. standard terms and conditions. Page 4 of 4 - OF-51780' 07/02104 " 'C '. . \ Alpinl?Engineered Products, Inc. , 1338~front Drive Earth City, MO 63045 (314) 344.9121 /.-/Page I of I Document ID:IT4Q219-Z0106130556 " \ \\\~ Truss P;~r~cator:/s. R. S I Dan J01'Jdenti,Jhtio", 259515-HU0501 CITY SAVINGS BAlK u "IEEOS APPROVALS" ~el Code: IRC Tru" C,ite"", AlSIITPI-2002(STD)/IRC Engineering Software: Alpine proprietary truss analysis soft_reo Version 7.25. Truss Design Loads: Roof _ 60 PSF . 1.15 Duration Floor - I/A lind - 120 IPH (ASCE 7-02-Clo.ed) Notes: 1 . Deterni nat i on as to the su i tab i I i ty of these truss conponents for the structure is the responsibility of the building designer/engineer of record, .. defined in AlSIITPI 1- 2. As .h..... on .ttached dn.ing.; the dr..ing nu_r i. preceded by: 10051219 Submitted by BAF 13:05:47 03-08-2007 Revie.r: BAF Revised Trusses # Ref Descri tion 1 11111--GR-2 2 PLY GDR Dr.wi n Date 07065042 03/06/07 ~.) .:)J-.S~~ Seal Date: 03/0612007 Bruce A. Feldmann New York License Number: 80239 Truss Fabricator: Transmitted From: Job Identification: Model Code: Truss Criteria: Engineering Sofhvare: Truss Design Loads: Notes: Alpine Engineered Products, Inc. 13389 Lakefront Drive Earth City, MO 63045 (314) 344.9121 Page I of I Document ID:IT4Q219-Z0106130556 S.R. Sloan sea I slsrs loan. com ZS9S15-HUDSOI CITY SAVIIGS BAlI -- "IEEDS APPROVALS" IRC AlSIITPI-ZooZ(STO)/IRC Alpine proprietary truss analysis softWlre. Version 1.25. Roof - 60 PSF . 1.15 Ouration Floor - I/A lind - 1Z0 IPH (ASCE 7-0Z-Closed) 1. Deternination as to the suitability of these truss conponents for the structure is the responsibility of the building designer/engineer of record, as defined in A1SI/TPI 1 Z. As s_ on attached dra.ings; the dra.ing nunber is preceded bJ: IOUSRZ19 Detai Is: - Submitted bJ BAF 13:05:47 03-06-ZOO7 Reviewer: BAF 55 # Ref Descri tion 1 11111--GR-Z Z PLY GOR Orawi n Date 0706504Z 03/06/07 Seal Date: 03/06/2007 Bruce A. Feldmann New York License Number; 80239 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MfR. (259515-HUDSON CITY SAVINGS BANK -- ..NEEDS APPROVALS.. - GR-2 2 PLY GDR) Top chord 2x6 SPF #1/#2 Bot chord 2x6 SPF #1/#2 :86 2x6 SPF 16S0F-l.5E: Webs 2x4 SPF Stud :.4 2x4 SPF #1/#2: :W9, W10. .11. .12, .13. .14 2x6 SPF #1/#2: :Lt Wedge 2x4 SPF Stud: SPECIAL LOADS ------(LUUBER DUR.FAC.=l.lS / PLATE DUR,FAC.=1.15) TC From 160 PLF at 0,00 to 160 PLF at 5.25 TC From 171 PLF at 5.25 to 171 PLF at 13.74 TC From 171 PLF at 13.74 to 171 PLF at 22.38 TC From 171 PLF at 22.38 to 171 PLF at 31.34 TC From 171 PLF at 31.34 to 171 PLF at 39.50 TC From 160 PLF at 39.50 to 160 PLF at 44.75 BC From 32 PLF at 0.00 to 32 PLF at 10.88 BC From 45 PLF at 10.88 to 45 PLF at 16.53 BC From 45 PLF at 16.53 to 45 PLF at 22.38 BC From 45 PLF at 22.38 to 45 PLF at 28.54 BC From 45 PLF at 28.54 to 45 PlF at 33.88 BC From 32 PLF at 33.88 to 32 PLF at 44.75 120 mph wind. 20.31 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere In roof. CAT II. EXP C, wind TC Dl=4,2 psF, wind BC DLe5.D psf, Wind reactions based on MWFRS pressures. Calculated horizontal deflection Is 0.38" due to live load and 0.23" due to dead load. (A) continuous lateral bracing, equally spaced on member. In lieu of structural panels use purl ins to brace TC. 24" DC. Trusses to be spaced at 38.0" OC maximum. Deflection meets L/240' live and L/180 total load. Truss designed for unbalanced load using 0.3D/l.BO windward/leeward factors. Plates sized for a minimum of 2.40 sq.in /piece. This design consists of two truss halves to be field attached using an 8'-0" span spl ice truss fastened to each Face of 44'-9" span desl~n. Nail one spl ice truss to each face using 10<1 (0.128 x 3.0") box/gun nai Is as follows: 2x6 Top Chord 3 rows at 3" o/c, rows staggered 2x6 Bottom Chord 3 rows at 3" o/c, rows staggered Web.Members 2 rows at 3" o/c, rows staggered. Nail into all chord and web members, ReFer to Drawing MDUSR219-07040D21 for splice truss design. 4X6(A1)= 3XBIII 2 CU.PLETE TRUSSES REQUIRED Na 11 ing Schedule: (12dJlox_or _Gun_(D.128"x3.25" ,-",In.)_nai Is) Top Chord; 1 Row . 8.00" o,c, Bot Chord: 1 Row .12.00" o,c. Webs : 1 Row . 4" o.C, Use equa I spac i ng between rows and stagger na i Is in each row to avoid spl ittlng. The piles of this two-ply truss have been separated with 2x6 blocking placed between all chord ~bers. Piles shall be Fastened together us I n9 the niEI i I i n9 schedu I e shown above. Na I Is must be driven fr~ each side of two-ply truss. No changes are needed to Field-splice iElttachment. Continuous lateral bracing. as noted on drawing below. is required on webs W7 and .18 due to separation o~ plies. 2-3X10(R) III 19- -B 4 ~ ~4 2X4111 6X10(R) \~ 7X6(R) III 8X10~ B6 2X4111 5X12 (A1) = R=O U=O W=5.5" O~7_3_12--;J 5-3-0 10-10-8 R=70B6 U=1263 W=5.5" 17-1-8 11-6-0 R=5062 U=B31 W=5.5" C /RT=1.00(1.25)/10(0) .......1.... TRU'SSfS RfQUIRf fXTRfUE CARE INfAllRICATlON. HANOLING. SHl....1NG.INSTALLINGANllIlRACING. REFER TOBCSI (BUlLOINGCllIIPONl:NTSAFETYINFlIIlIIATlON). PUBLISHElIlNTPI (TRUSSPLATEINSTlTUTE.21B ~ LEE STREET. SUITE 312. ALEXAND'U~. VA. 22314) ~Ml .rCA (WOOO TRUSS C(lU~IL OF oWERICA. 6300 ENTERPRISEUoNE.lIAOlSON,.1 53T19) FOR SAFETY PRACTICES PRIOR TOPERf'ORIIIING TllESE Fur<<:TlONS. UNLESS OTllEnlSE INDlCATEO TOP CHOIlll SllALL HAVE PR:OPERLY ATTACHED STRUCTURAL P~NELS ~If(l IlDTT,* CHORO SHALL HAVE A_RLY~TTAaiEDRIGIOCEILlNG. Design Crit: PLT TYP. WAVE NY/-/1/-/-/R/- C LL 40.0 PSF TC DL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 60.0 PSF DUR.FAC. 1.15 SPACING 3B.0" DRW MOUSR219 07065042 .......y......fUllNISH A &OPV OF THIS lIESIGN TO TllE INSTALLATION CONTRACTOlI. 11lIIIUILOING COIIF'OHENT5 GROUP. 1r<<:.SllAt.LNOTBERESPONSIIIUFOll:ANYDEUIATlONf_THISOESIGN;~YF"'ILUllETOflUILOTJlf:TRUSS INCONF~.ITHWI;OftFA8'UCATlNC.KANlILING.SHIPPI'lG.INSTId.LINGIIlRACINGOFTRUSSES DESIGNCONFOIlIIS.,T1lA....LlCAllLE~ISIONSOfNOS(NATlON.....DESIGNSPEC.BYAF&PA)ANDTPI. ALPINE ~CTOftPLATESAREIllWE0F2(l/1B/16GA(II.H/SS/K)AS.,.A&S3GRADE40I6O(..KIH.SS)GALV.SnEL."PPLY PLATES TO Eo\CH fACE OF TllUSS NIO, UNLESS OTHEIlIIISE Loc,o,TEDON THISIlESIGt,I. POSITION PER DIMIIINCS 100.0._Z. ANY INSPECTION OF PLATES FOLlC<<OBY (I) SHALL liE PER AAlNEX I'o.'l Of TPI1_2002 SEC,3. "UAL ON TIllS DR""NGIIW1CATES ACCEPTANCE OF PIIOFESS100.0.L ENGINEERING RESPONSIBILlTY SOLELY fDR THE TRUSSCOllPONENT OESIGt,I_. TIIESUIT.\8ltlTYfotIOUUOFTHISCOIIPONENTFOlIANYBlJILDINGISTllERESPOIISIBllITYOFTIE BUltOINGllESlGNfll PER m5IITPI 1 SEC. 2 MO-ENG BAF/BAF SEQN- 16326 FROM KF JREF 1T4Q219 201 ITW Building Componem. Group. Inc. Earth Cily,MO 63045 REV \ \ \ \ . ,\.( - \ \ Truss Fabricator: \ Transmitted From: -Job Identification: Model Code: Truss Criteria: Engineering Software: Truss Design Loads: ----::--"\ - -~ \ 1\: \. ~ Alpi~e Engineered Products, Inc. 13389 Li\kefront Drive Earth City. MO 63045 (314) 344-9121 Pag~ I of 1 Document 10: 1T4Q219-Z0109 I 10152 _.--\ S.R. Sloan sealslsrsloan.com 251515-HUDSOI CITY SAVIIOS BAlK -- "IEEDS APPROVALS" IRC AlSI/TPI-2002(STD)/IRC Alpine proprietar, truss analysis soft..re. Version 7.25. Roof - 90 PSF . 1.15 Duration;52 PSF . 1.15 Duration Floor - B/A lind - 120 IPH (ASCE 7-02-Closed) Notes: 1. Deternination II to the suitability of these truss conponents for the structure is the responsibility of the building designer/engineer of record, as defined in AlSI/TPI 1 2. As sh... on attached drawi nls; the drawi nl nunbar is preceded by: IOUS1211 Detai Is: BlCLBS"-PIGBACIlA-PIGBACD- Subnitted by IAF 11:01:17 02-01-2007 Revie.r: BAF 55 # Ref DescriDtion Drawi no' Date 1 17466--A-1 ATTIC 07040001 02/09/07 2 17467--P-1 PIGGY BACK 07040002 02/09/07 3 17468--P-1A PIGGY lACK 07040003 02/09/07 4 17469--SP-2 SPECIAL 07040022 02/09/07 5 17470--GR-2 2 PLY GDR 07040005 02/09/07 6 17471-SP-2A STUB SPECI 07040023 02/09/07 7 17472-GR-2A 2 PLY STUB 07040024 02/09/07 8 17473-SPIDER SPIDER CO 07040021 02/09/07 9 17474--GR-3 1 PLY GOR 07040010 02/09/07 10 17475--GR-3A 1 PLY GDR 07040011 02/09/07 11 17476-T-1 1/2 TRUSS LE 07040012 02/09/07 12 17477-T-1 1/2 TRUSS RI 07040013 02/09/07 13 17478-GR-1 2 PLY LEFT 07040014 02/09/07 14 17471-GR-1A STUB 2 PLY 07040015 02/09/07 15 17480-01-1 2 PLY RIGHT 07040016 02/09/07 16 17481-T-1A STW TRUSS 07040017 02/09/07 17 17482--TG-4 1 PLY GOR 07040018 02/09/07 18 17483--T6-3 1 PLY GDR 07040019 02/09/07 19 17484--TG-3A 1 PLY GDR 07040020 02/09/07 3d-'J~ ~ Seal Date: 02/09/2007 Bruce A. Feldmann New York License Number: 80239 Alpine Engineered Products, Inc. 13389 Lakefront Drive Earth City, MO 63045 (314) 344-9121 Page I of 1 Document ID: IT4Q219-Z01091 10152 Truss Fabricator: Job Identification: Model Code: Truss Criteria; Engineering Software: Truss Design Loads: S.R. Sloan 259515-HUDSOI CITY SAVIIGS BAlK -- "IEEDS APPROVALS" IRC IISI/TPI-2002(STD)/IRC Alpine proprietary truss analysis soft..re. Version 7.25. Roof - 90 PSF . 1.15 Duration;52 PSF . 1.15 Duration Floor - I/A lind - 120 IPH (ASCE 7-02-Closed) Notes: 1. Det.rnin.tion as to the suitability of these truss conponents for the structure is the responsibility of the building designer/engineer of record, as defined in IISI/TPI 1- 2. As s_ on attached dra.ings; the dra.ing nu_r is preceded by: IOUSR219 Seal Date; 02/09/2007 Bruce A. Feldmann New York License Number: 80239 Subnitted by BAF 11:01:17 02-09-2007 Reviewr: BAF Revised Trusses # Ref Description Drawinal Date 1 17469--SP-2 SPECIAL 07040022 02109/07 2 17470--GR-2 2 PLY toR 07040005 02109/07 3 17471-SP-2A STUB SPECI 07040023 02109/07 4 17472-GR-2A 2 PLY STUB 07040024 02109/07 5 17473-SPIDEI SPIDER CO 07040021 02/09/07 6 17474--GR-3 1 PLY GOR 07040010 02109/07 7 17475--GR-3A 1 PLY GDR 07040011 02/09/07 THIS 0.; PREPARED FR(JIII COIFIJTER INPUT (LOADS" DIMENSIONS) SUBMITTED BY TRUSS MFR. (259515-HUDSON CITY SAVINGS BANK -- ..NEEDS APPROVALS.. - A-1 ATTIC) Top chord 2x6 SPF #1/#2 :T3. T4 2x6 SPF 2100f-1.8E: :T5 2x6 SPF 1650f-1.5E: Bot chord 2x6 SPF 1650f-1.5E :B2. B3 2x6 SPF 2100f-1.8E: Webs 2x4 SPF Stud :W5. W6. 17. W8 2x4 SPF #1/#2: :Lt Wedge 2x4 SPF Stud: (A) Continuous lateral bracing equally spaced on member. Collar-tie braced with continuous lateral bracing at 24" OC. or rigid cei ling. This design to have a piggyback cap truss to sit atop ~Iat top chord. In lieu of a ~Iat top chord bracing system designed by project engineer/architect and consisting o~ lateral and diagonal bracing, the ~ollowing bracing system is recommended: 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roo~, CAT II, EXP C, wind TC DL=4.2 ps~, wind Be DL=5.0 ps~. Wind reactions based on MWFRS pressures. Trusses to be spaced at 16.0" OC maximum. Be attic room ~Ioor loading: LL = 30.00 ps~; DL = 10.00 ps~; ~rom 18-11-8 to 32-11-8. Truss designed for sleeping room only. No waterbeds permitted. Provide information to contractor, architect, and bldg owner. Trusses to be visibly stamped to indicate 30.00 psf MAX LL. Oe~lection meets L/240 live and L/180 total load. SX10(R) ~ 4X4111 5XS'" SX12" 14 (A) W8 8- -0 4~ 13-9-12 ~4 B2 B3 4XS(A1) '" 2X4111 5X7 (R) III 7X8'" H051 0'" 6X6'" H0508'" 4X12(A1)'" 3X8111 6X6(R) II 5X6'" 2X4111 01ltl:! 7-3-12----1 1- 5-3-0 _1- 6-3-0 _1- 21-9-0 _1- 6-3-0 1- 5-3-0 _I I~ 44-9-0 Over 3 Supports -I R=716 U=180 W=5.5" R=2015 U=372 W=5.5" R=3298 U=485 W=5.5" Flat top chord shall be laterally braced using 5 rows rated 32/16 sheathing fastened to flat chord member. run perpendicular to trusses. of 15/32" APA Rows sha I I be Plates sized for a minimum of 2.40 sq.in./piece. PLT TVP. 20 Gau e HS.WAVE Design Crit: TPI-2002(STD)/IRC C /RT=1.00(1.25)/10(0) ........... ~s REQUIRE EXTREIIE t.o.RE 1M FAllltICATIOfI. _PLIIIG, SHIPPIMll, IN5TALLlIIG AND BRACING. REFERTOIlCSI(IlUILDING~NTSIlFETYINFORIIIATlON),PUBLISHEPIlYTPI(TRUSSPLATEtMSTITUTE,21B ~LEESTREET,$UITE312,ALEX.o.NlRIA.VA.22314)ANDwrCA~PTRUSSODUMC1LOFNlERI(;A, 630ll EKTE_ISELNlE,IIAllISON,.1 S3T19) F(lRSAFETY PIlACTICES PRlllR TO ptRFORIIING THESE FUMCTIONS. UNLESS OTHEMlISEIKPICATEOTlIPCIIORIlSHIILLllAVEPROPERLYATTACHEOSTRUCTIJRALPANELSANDIIOTTlWC_OSHIILLHAVE A_RLYATTAafEDRIGlPCEILlNG. 4 NV/-/1/-/-/-/F TC LL 40.0 PSF DL 10.0 PSF DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 60.0 PSF DUR.FAC. 1.15 SPACING 16.0" t7W Building Compon" GfOllP. 'nt:. Earth City, MO 63045 ..I"'TMT~.FLIlNISH A COPY Of THIS DESIGN TO WE INSTALLATION t:ON1llA(;TOR. 1-.. BUILDING CIJIFONEtffS GROUP,tMC.SHAt.LNlITBERE_IElLEI'DRIlIfYDEV1ATlllNF_THISDESIGN;ANYFAIu..lETOWILDTHETRUSS IN CONI'ORIUI/IlCE.1TH WI; OIlFAllRICATlNG, HANIlLING. SHIPPING, INSTALLlNG&llRACINGOF TROSSES. PESIGNCONI'_.ITHAPPLlCAllLEPIIOI/ISIDNSoFNIl3(NATlONALIlE5IGNSPU,DYAF&PA)ANPWI. ALPINE ~CTOIlPLATESARE_OF2o/1B/11iGA(.,H/SS/K)ASTIIA6S3G1tADE40/fj()(.,K/H,SS)Gld-V,STEEL.APPLY PLATES TO EJ\Ol FACE OF TROSSAIm, UNLESSonJEMlISELOCATEDllNTlIISDESIGN,POSlTIONPER_INGS16OA-Z. ANYINSPECTIIINOFPLATESFOLL~paY(I)SHALLaEPERANNEXA3OfTPI1-2002SEC.3, A SEAL ON THIS DIlMItNGINDlCATES ACCEPTANCEOFPROFESSIONALENGINEERIJllGRESPONSlBILlTY SOLELY FOR TKE TllUSSaM'ONENT IlESIGN_. TH(SUlTNlILITYANIlVSEOFTKIS~ENTFORANYWILDINGISTIfERESI'ONSIBtLlTYOFTlIE BUILDINGOESIGNER PER NlSIITPI 1 SEC. 2, Scale -.1667"/Ft. REF R219-- 17466 DATE 02/09/07 DRW UOUSR219 07040001 MO-ENG 8AF/BAF SEQN- 157312 FROM KF JREF- 1T4Q219 Z01 nus DWG PREPARED FROM COMPUTER INPUT (LOADS' OIlIENSIONS) SUBMITTED BY TRUSS MFR. (259515-HUDSON CITY SAVINGS BANK -- **NEEDS APPROVALS.. - P-1 PIGGY BACK) Top chord 2x4 SPF #11#2 Bot chord 2x4 SPF #11#2 Webs 2.4 SPF #1/#2 :'1, 152.4 SPF Stud: 120 mph wind, 22.S1 ft mean hgt, ASCE 7-02, CLOSED bldg. Located anywhere in roof, CAT II, EXP C, wind TC DL=4.2 psf, wind 8C OL=1.2 pst'. In I ieu of rigid cei I ing use purl ins to brace BC . 24" OC. Deflection meets L/240 live and L/lS0 total load. Wind reactions based on UlFRS pressures. Trusses to be spaced at 16.0" OC maximum. Truss designed for unbalanced snow load using 0.00 windward factor and 1.50 leeward factor. Plates sized for a minimum of 2.40 sq.in./piece. Refer to DIG PIGBACKA1106 for piggyback details. Flat top chord under piggyback cap shall be laterally braced at a maximum ot' 24" intervals unless otherwise noted on base truss design drawing. 4X6" 4X6~ 0-1-10 --L T 3X4(B1 )= 3X4(B1)= 3X4= 01!W3 1- 01!W3 _I 6-0-0 _1- 7-3-11 7-3-7 _1- I" R=77 PLF U=36 PLF W=20-7-6 -I 21-9-0 Over Continuous Support Note: All Plates Are 2X4 Except As Shown. Design Crit: TPI-2002(STD)/IRC C IRT=1.00(1.25)/10(0) 14 NY/-/1/-1-1-/F TC LL 40.0 PSF C DL 10.0 PSF BC DL 2.0 PSF BC LL 0.0 PSF TOT.LD. 52.0 PSF DUR.FAC. 1.15 SPACING 16.0" PLT TYP. WAVE ........... TRUSSES REQUIRE EXTRElIE CARE IN FABltlCATION. HANlIlING. StH....ING, INSTALLING ANII 8MCING. IIEFEIlTOElCSI(IIUILDING~ENTSAFETYINFIIIlIIATlIlN).PU8LISHElIIlYTPI(TRUSSPL.ATEINSTITl1TE.218 ~LEESTREET.SU1TE312.AlEXMllIUA.YA.223'4)ANlIITCA<-XlllTRVSSCOUNCILOf'.we:RICA. 6300 EJlrERPRISELANE.IIAlIISIlN..t S31'9)FORSAFETVPRACTICESPlIllIIITlIPEIIFOIIMING11lESEF'-"CTlONS. UNLESS 1I1HE"ISEINlIICIUEIITOf'CHORl)SHAll.IIIlYEPROPERLYATTACHElISTROCTUAALPANELSflNlIBOTT~C_lISH.O.LLHAVE A PRDPERLVATTACHEORIGllICEILlNG. tTW Building Compon.ntI GI'OUp. Inc. Earth City. MO 63045 .......TAIIT..FlJRNISH A COPY OF nus llESIGN TO mE INSTAlt.ATlllN CONTRACTOR. I~ BUILDING COIIPIlNENTS GROUP. INC. SH.O.ll.NIIl8ERESPONSllLEFDRANfllEVIATlIlNFR~mISlIESIGN; ANf fAlLUltE TO BUILDTlIE TRUSS INCONl'DRIIANCE.lTHTPI;IlIIFABIlICATlNG.HANllt.ING.SHI....ING.INSTALLlNGr.IlRACINGOFTRUSSES. DESICHCDllf'DIfIISWITlI,lPPLICABLEI"RlWISIONSoF NIlS (IIATlOflAl DESICN SPEC. !IVAFr.PAj AMlTPI. ALPINE ~TDRPLATESAREUDEOF211IlB/16GA(..HISS/K)ASTIIA653G1to\l1E40/60(..K/H.SS)(;ALV.STEEL./oPPLV PlATES TO EACH FACE OF TRUSS IIM). UNLESS DlllE..lSE UlCATED ON THIS DESHW, POSITION PER OIlQIIIGS 16DA-Z ArtY INSPECTION Of' PLATES FOlL<ED 8V (I) SHAll. BE PER _EX AJ OF 11'11_2002 SEC.3. A SEAL ON THIS DRMIINGINIlICATES ACCEPTANCE OF PROFESSlllNAL ENGINEElIlNGRESPONSIBlLITV SOLELVFllNT1tETllUSSCOUPONENT DESIG/II~. THESUITABILITYANlIUSEOFT1tISCOIPlINENTFORANVDUILOINGIS11lEIlESPOllSIDILITYOFT1tE BUILDING llESIGNER PERANSI/TPI 1 SEC. 2. 7-8 14 Scale =.3"/Ft. REF R219-- 17467 DATE 02/09/07 DRW MOUSR219 07040002 MO-ENG BAF/BAF SEQN- 152997 FROM KF JREF- 1T4Q219_l01 (259515-HUDSON CITY SAVINGS BANK -- ..HEEDS APPROVALS.. - P-1A PIGGY BACK) Top chord 2x4 SPF #1/#2 Bot chord 2x4 SPF #1/#2 TIllS DWG PREPARED FROlI COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 20.38 ft mean hgt, ASCE 7-02, CLOSED bldg, located anywhere in roof. CAT II. EXP C, wind TC DL=4.2 psf, wind BC Dl=5.0 psf. Trusses to be spaced at 16.0" OC maxilM.lm. Truss designed for unbalanced snow load using 0.00 windward factor and 1 . 50 I eeward factor. Wind reactions based on UlFRS pressures. Deflection meets l/240 live and L/180 total load. Plates sized for a minimum of 2.40 sq.in./piece. Refer to DIG PIGBACKA1106 for piggyback details. Flat top chord under piggyback cap shall be laterally braced at a maximum of 24" intervals unless otherwise noted on base truss design drawing. PLT TYP. WAVE I7W Bllildlnll Comp0Mnt8 Group, me. Earth City, MO 63045 3X4'" 3X4(B1 )= 1'li-6-1}1 1- _1- 2-5-3 2-5-3 IE 6 0-0 Over Continuous Support R=97 PLF U=37 PLF W=4-10-6 Design Crit: TPI-2002(STD)/IRC C /RT=1.00(1.25)/10(0) ......1.... TlIUSSES REOOIRE EXTREIlE CARE IN F"'RIC"TION. 1t.lMll-11IG. S1tIPl'ING. INST.o.LLlNG "NO IIR.I.CING. REfER TOlIiCSI (1lUILDING Cl:WOI\IENT SIIfETY INFlNWATIOIII. PUIILISHEU II't' WI (TlIUSS PU.TE INSTIWTE. 2111 ~LEESTREET.SUITE312."LEX"tLIRI".VA.223HlAIIP~(WlIl)llTRIJSSCOUNCILOf~ICA. 6300 ENTERl'AISEL.ANI;,lIAOISOIII,WI S3719jfORs.o.fETYPlU.CTICESPllI0R70PERFO..ING7HESEFUMC7IllNS. .....LESS 07ItEISISEINOICA7EPTOPCIIOROSHo\LLtt.\VEPROf'ERl.YATTACllEPS7RUCTURALPAHELSNIOIIOTTmlC_OSHo\LLtt.\VE A I'RllI'ERLY "TTACHEP IlIGIO CEILING. **''''TMT**FlRNISIt'' COPY OF TIllS DESIGN 70 7HE INSTAl.L\7ION COH7RACTOR. nw BUILPING ~EN7S GAPlP. INC. Sll"'-L NP7 lIE RESPONSIBLE FOR NN PEVIA7ION f_ TltIS PESIGIt, NN FAILURE TO IlUILP TIlE TRUSS IN CllfIFORIIAIICE WITII WI, PIlFAtlRICI\71NG.HANOLING. S1tIPl'ING. INSTALLING & IIRIICINGPF TRUSSES. PESIGflCONFOIIIlSWITIlAPPLICAIlLEPIlOVISIOIrISOFI4DS(No\TlOIMLPESIGNSPEC.lIYo\f&P")~TPI. "l.PIIIE ~TIlIIPLATESoVlEIIM>EPF20I1e/l_(W.H/SS/K)"S~0\6S3GIlADE,",.fllO(W,KIIt.SS)GM.V.S7EEL."'PPLY PLATES TO EACIt FIU:EOF TRUSS NIO, IJHLESSOTIlERWISE LOCAnDON TIlISllESIGN. POSITIOll PEIlPllNlINGS 1l1OA_Z. NffINSPECTIGNOfPLATESfOLLOIIEOIIY(f)SWOLLBEPER.....NEXOUOfTPI1-2002SEC.3. "SEAL 011 TIllS lJRgllIGllIOlc...fESACeEP7,t,NCEOFPllOFESSIPNALENGINEEIlIIIGIlESI'ONSIIIILITYSPLELYfOI!7HE7I1USSlXMFONENT llESIGN_.7ItESUI7...ILITY.....PllSEPFTHISCOII'ONENTFPRNlYIlUILDINGISllIERESPOIISIBlllTYOFTIIE IIIlILPINGPESIGNERPER.....SIITPI1SEC.2. 3X4(B1)'" 1'l.-6-1JI _I -I V:14 NV/-/1/-/-/-/F TC LL 40.0 PSF TC DL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 60.0 PSF DUR.FAC. 1.15 SPACING 16.0" 2-1 -6 Scale -.75"/Ft. REF R219-- 17468 DATE 02/09/07 DRW MOUSR219 07040003 MO-ENG BAF/BAF SEQN- 153002 FROM KF JREF- 1T4Q219_Z01 llilS DIG PREPARED FROlIl COMPUTER INPUT (LOADS &. DIMENSIONS) SUBIIITTED BY TRUSS IIfR. (259515-HUDSON CITY SAVINGS BANK -- ..NEEDS APPROVALS.. - SP-2 SPECIAL) Top chord 2x6 SPF #1/#2 Bot chord 2x6 5PF #1/#2 Webs 2x4 SPF Stud :12, 13, 14, 19, '10, 111, 112, 113, '14 2x6 5PF #1/#2: :Lt Wedge 2x4 SPF Stud: :Rt Wedge 2x4 SPF Stud: Negative reaction(s) of -464# MAX. (See below) from a non-wind load case requires uplift connection. 120 mph wind, 20.29 ft mean hgt, ASCE 7-02. CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. Trusses to be spaced at 16.0" OC maxilllUm. Plates sized for a minimum of 2.40 sq.in./piece. This design consists of two truss halves to be field attached using an 8' -0" span spl ice truss fastened to each face of 44'-9" span desi~n. Nail one splice truss to each face using 10d (0.128 x 3.0") box/gun nai Is as follows: 2x6 Top Chord 3 rows at 3" 0/ c, rows staggered 2x6 Bottom Chord 3 rows at 3" 0/ c, rows staggered Web Members 2 rows at 3" o/c, rows staggered. Na i I into a II chord and web members. Re r to Drawing MOUSR219-07040021 for splice truss design. Wind reactions based on UWFRS pressures. Calculated horizontal deflection is 0.21" due to I ive load and 0.14" due to dead load. (A) Continuous lateral bracing equally spaced on member. Deflection meets L/240 live and L/180 total load. 2-3X8(R) III 3X6~ 5X6* 5X7& 19- -8 7X10& 3X6~ 4 3X6~ 6X6 (R) III 7X8 (R) ~ 4X4& 8X8~ 4X6(A1)= 3X8111 0"9'0 2X4111 I -7-3-12- I_ 5-3-0 1 10-10-8 I. R=2932 U=538 1=5.5" R=-464 U=365 1=5.5" ~IE 17-1-8 11-6-0 -1- Supports 17 -1-8 11-6-0 44-9-0 -1- Over 3 PLT TYP. WAVE Oesi9n Crlt: TPI-2002(STO)/IRC Cq/RT=1.00(1.25)/10(0) ........... TRUSSES REQUIRE EXTREIIE CARE 1ft FIUlRICATION, HANDLING, SHIPPING, INSTALLING ANII BIlACING. REfER TO IlCSI (IIUILDING COFONENT SAfETY INFORMATION). PllaLISHEP IIY TPI (TRUSS Pt.ATE INSTlTllTE. 218 _TH LEE STREET. SUITI: 312. ALExAM)RIA. VA. 22314) AND fleA c-mD TRUSS COUNCIL OF AaRICA. &)00 ENTERPRISELNlE.IIAIlISON. III S3719J FOR SAFETY Pl'!ACTICES PllIOR TO PERFO_ING THESE FllNCTlIINS. UNLESS OTHEI!WISEINDICATWTOPCIlORDSllALLHAVEP~PERLYATTACHEIISTRUCTURALPAIIELSAIIDIlOTT~C_DSllALLHAVE AI'RllPERLVATTACllWRICIOI:EILING. : 16 NY/-/1/-1-1-/F TC LL 40.0 PSF TC OL 10.0 PSF 8C OL 10.0 PSF 8C LL 0.0 PSF TOT.LO. 60.0 PSF DUR.FAC. 1.1S SPACING 16.0" 1TW Bul1dl1lll CompoMilW Group, Inc. Earth City, MO 63045 ......TAIIT..FUllNISHA(;(JPVOF n1IS DESIGr.I TO THE INSTALLATlIINCDNTRIIICTDR. IlW8UILDINGaJIlPONENTS GIlOUP, ING. SHALLNOTBERESPDMSIBLEFO~AIf'/OE\lIATIONF_THISDESIGN, Alf'/FAlLURET08tlILDTHETRlISS IN!:OII~E.ITHTPI;O~FAIIRII:ATING.HA.N[)lING.SHIPPING.IHSTALLIIIGIOIIRIIICIIfGOFTllUSSES. IlESllWlDIFOIWS.ITHAl'PLII:IdILEPAOVISIONSOFNDS(NATIONALDESIGNSPEC.IIYAFIOPA)ANDTPI. ALPINE I:llNNECTDR Pt.ATES A~E IWlE OF 2D/18/16GA (II.HISS/K) ASlW .0\&53 GRADE 401eO (W. KIH.SS) GALV. STEEL, APPLY I'VoTES TO EACtl FACE Of TRUSS AND. l.WLESS lITHU.ISE LOCATW 011 THIS [)ESUitI. POSITION PEII DRNIINGS 16OA-l ANY INSPECTIIINDfPt.ATESFOLLIIIIEOay(o) SHALLaEPERAllNEXA3OfTPI1_2002SEC.3. A SEAL ON THIS 1lIIAII11fG1M>II:ATES ACCEPTANCE OF PROFESSIONAL ENGINEElIlllGllESPONSlalLITY SOLELY FDRTHE TIlUSSClllFlINENT IlESllW_. THESUITA8IL1TYAMlUSEDFTHIS~ENTFORAHYIlUILDINGISTHERESPONSlaILITYOFTHE IlUILDINGOESIGNElt PER ANSIIT1'I 1 SEC. 2. ~4 3X8111 2X4111 4X8(A1)= R=1436 U=346 1=5.5" 1 5-3 0 I 10-10-8 ~ ~I Scale =.135"/Ft. REF R219-- 17469 DATE 02/09/07 DRW MOUSR219 07040022 MO-ENG 8AF/8AF SEQN- 159435 REV FROM KF JREF- 1T4Q219 Z01 THIS [*i PREPARED FROM COIIIPUTER INPUT (LOADS. DIMENSIONS) SUBMITTED BY TRUSS MFR. (259515-HUDSON CITY SAVINGS BANK -- ..NEEDS APPROVALS.. - GR-2 2 PLY GOR) Top chord 2x6 SPF #1/'2 Bot chord 2x6 SPF #1/#2 :86 2x6 SPF 1650f-1.5E: Webs 2x4 SPF Stud :.4 2x4 SPF #1/#2: :W9, "0, .11, W12, "'3, .14 2x6 SPF #1/#2: :Lt Wedge 2x4 SPF Stud: 120 mph wind, 20.31 rt ~n hgt, ASCE 7-02. CLOSED bldg, Located anywhere In roof, CAT II, EXP C. wind TC DL=4.2 psf, wind Be OL=5.0 psf. Wind reactions based on MWFRS pressures. Calculated horizontal deflection is 0.38" due to live load and 0.23" due to dead load. (A) continuous lateral bracing, equally spaced on member. In lieu of structural panels use purl ins to brace TC . 24" OC. Trusses to be spaced at 38.0" OC maxill'lum. Deflection meets L/240 live and L/180 total load. Truss designed for unbalanced load using 0.30/1.80 windward/leeward factors. Plates sized for 0 mlnlNum of 2.40 sq.in /piece. This design consists of two truss halves to be field attached us i n9 an 8' -0" span sp lice truss fastened to each face of 44'-9" span desi~n. Noi lone spl ice truss to each face using 10c1 (0.128 x 3.0") box/gun nai 15 as follows: 2x6 Top Chord 3 rows at 3" ole. rows staggered 2x6 Bottom Chord 3 rows at 3" olc, rows staggered Web Members 2 rows at 3" o/c, rows staggered. Nail into all chord and web members. Refer to Drawing MOUSR219-07040021 for splice truss design, 4X6(A1)"' 3X8111 2 CO.PLETE TRUSSES REQUIRED Nal ling Schedule: (12d_Box_or _Gun_(0.128"x3.25" .JIIin. Lnai 15) Top Chord: 1 ROW' .8.00" o.c. Bot Chord: 1 Row .12.00" O,c, Webs : 1 Row . 4" o,c, Use aqua I spac i ng between rows and stagger na i Is In each row to avoid splitting. SPECIAL lOADS ------(LUMBER DUR.FAC.=1.15 / PLATE DUR.FAC.=1.15) TC From 160 PLF at 0.00 to 160 PlF at 5.25 TC From 171 PLF at 5.25 to 171 PlF at 13.74 TC From 171 PLF at 13.74 to 171 PlF at 22.38 TC From 171 PLF at 22.38 to 171 PlF at 31.34 TC From 171 PLF at 31.34 to 171 PLF at 39.50 TC From 160 PLF at 39.50 to 160 PlF at 44.75 Be From 32 PLF at 0.00 to 32 PlF at 10.88 Be From 45 PLF at 10.88 to 45 PlF at 16.53 Be From 45 PLF at 16.53 to 45 PlF at 22.38 Be From 45 PLF at 22.38 to 45 PlF at 28.54 Be From 45 PLF at 28.54 to 45 PlF at 33.88 Be From 32 PLF at 33.88 to 32 PlF at 44.75 2-3X10(R) III 2X4111 6X10(R) \~ 7X6(R) III 8X10~ O~7_3_12--.J R=O U=O W=5.5" 1 E 5-3-~O_\0_8 Design Ceit: IWI-20tl2(STll)/IRC Cq/RT=1.00(1.25)/10(0) .."'...0 TRUS5E5REQl.IlRE ExTREIlE CARE IN FABRICATION. _IlLIMG. SHIPPING.1NSTAlUNGAMlBIlACING. REFER TO IlCSl (1IUIWINGCOIf>ONEffTSAFETY INFlllllIATlON) PUBLlSIEOBYTPI (TRUSS PLATE INSTlTlIfE. 218 _THLEESTItEET,SUlTE3U. Al..EI(AIIllIUA. VA. 22314) AMIWTCA (.xlO TRUSS COUNCIL OF AMERICA. 83011 ENTERI'IlISE~,IIIo\DISON..1 S3719lFORSAFETYPRACTlCESPRIORTOPERFORlllINGTHESEFUNCTI0NS. UNLESS OlllERIUSEINllICATEOTOPalORPSIlAllHII.VEPROPERLVATTACtlEDSTllUCTIlRALPANELSANDIlOTTOIICHOROSHALLHAIIE ...PROPERLVATTACHEORIGIOCEILIIIG. PlT TYP. WAVE R=7086 U=1263 W=5.5" 17-1-8 11-6-0 4 NY/-/1/-/-/-/F II 40.0 PSF TC Dl 10.0 PSF 8C Dl 10.0 PSF 8C II 0.0 PSF TOT.lD. 60.0 PSF DUR.FAC. 1.15 SPACING 38.0" e......-rAn..fURIUSH A COI'V OF THIS lleilGN TO -mE INSTALLATION CONTRACTOR. tq llUlLPING COII'ONENTS GIlOUP.IIIC.SlW..LNOTBEIlESPOIISI81EFORNlVDEVIAT10NF_THISOESIGN:"IHFAILURETOIlUILIlTHETRUSS IN CONFm&\NCE WITH WI: OR FABRICATING, IIIlMlLING. SHIPPING. INSTALLING. IlRACING OF TRUSSES. llESIGNCONFllRIIS.'THAPPllCABLEPIIO\/IS10NSOFNOS(N"'nOlUlLllESfGNSPEC.8VAF&PA)ANPTP1. ALPINE CDIIWECTOIIPLATESAREIMDE(ll'20/1B/11iGA(W.H/SS/KlASTMAllS3GRAll(.O!tiO(..K/H.5SjGAL....STEEL.APPLY PLATES TO EACH fACE 1IF TllUSS AMl. UllL.EssornEJlIIISEI.OCATEIlONrulSIlE5lGN,POSlTIONPERDRAIIlNGS16OA-l, MlVINSPECTlONOFPLATESFGU.~IlBY(I)SHALLIlEPER_XU(lFTPl'_2002SEC.3. A SEAL llN TlllS DR....ING llllllCATES ACCEPTANCIE(lFPIlOfESSl(lllALENGlNEERlNGRESl'GMSlBIUTY SOLELYFllRTllETRUSSCOlllPONEIfT llESlGN_. TllESUlT,.lLITYAIIIlUSEOFTlllSCOlIPONENTFl>RANVBUlLlllNG IS TllE RESl'ONSlBlLITYGF TllE IlUlLlllNGIlESIGNERPERANSI/lPl'SEC.2. mv BulldllJfl CompoMllU GI'OIJp, Inf:. Ear1hCity.M063045 19- -8 _4 86 2X4111 5X12(A1)"' R=5062 U=831 W=5.5" I 5 10-10-8 3 0 _I Scale =.~~5"/Ft. R219-- 17470 02/09/07 REF DATE DRW MOUSR219 07040005 MO-ENG 8AF/8AF SEQN- 16326 FROM KF JREF- 1T4Q219 Z01 REV TIllS i* PREPARED FROII COMPUTER INPUT (LOADS & DIMENSIONS) SUIIIITTED BY TRUSS MFR. 120 mph wind, 20.31 ft mean hgt. ASCE 7-02, CLOSED bldg. Located anywhere in roof, CAT II, EXP C. wind TC OL=4.2 pST. wind 8C DL=5.0 psf. Wind reactions based on UlfRS pressures. Left end vertical exposed to wind pressure. Deflection meets L/laO criteria for flexible wall coverings. Calculated horizontal deflection is 0.19" due to I ive load and 0.13" due to dead load. (259S15-HUDSON CITY SAVINGS BANK -- ..NEEDS APPROVALS.. - SP-2A STUB SPECIAL) Top chord 2x6 SPF #1/#2 Bot chord 2x6 SPF 1650f-l.5E :B4 2x6 SPF 21oof-l.8E: Webs 2x6 SPF #1/#2 :Wl 2x8 SPF(S) 1950f-l.5E: :.3, .4, .11, .12, .13. W14. .16 2x4 SPF Stud: :.15 2x4 SPF #1/#2: (A) Continuous lateral bracing equally spaced on member. Trusses to be spaced at 16.0" OC I18ximum. Deflection meets L/240 live and L/l80 total load. Plates sized for a minimum of 2.40 sq. in./piece. This design consists of two truss halves to be field attached us i ng an 8' -0" span sp lice truss fastened to each face of 44'-9" span desi~n. Nai lone spl ice truss to each face using lOcI (0.128' x 3.0") box/gun nai Is as follows: 2x6 Top Chord 3 rows at 3" ole. rows staggered 2x6 Bottom Chord 3 rows at 3" ole. rows staggered Web Members 2 rows at 3" o/c, rows staggered. Nail into all chord and web members. Refer to Drawing MOUSR219-07040021 for splice truss design. 2-3X8(R) III 7- -0 Wl 4X64> 4X74> 4X84> 3X6<\> 3X4111 B4 2X4111 5Xl0= 19- -8 R=1450 U=373 .=5.5" 4X8(Al)= R=1499 U=361 W=5.5" 10-11-8 10-11-8 17-1-8 11-6-0 Supports _1_ 5-3-0 _I 10-10-8 "'I NV/-/l/-/-I-/F TC LL 40.0 PSF TC DL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 60.0 PSF DUR.FAC. 1.15 SPACING 16.0" Design Crit: Ie I- TPI-2002(STD)/IRC Cq/RT=1.00(1.25)/10(0) PLT TYP. WAVE .......... TRUSSES REQUIRE EXTItEUE CAllE IN FAIlR1CATlllfI. IIANDUNG. SHIPPING. INSTALLING ANlI 8llACING. REFER TO IlCSI (80ILDING~TSAFETYINFD_TlDN).PUlIt-ISHED~TPI(TRUSSPl.ATEINSTITUTE.21B ~LEESTREET.SllIn:312,ALEXANIlRIA.VA.22314)AMlwrCAc-KlDTRUSSCOlJNCILOFAMERICA. 6300 ENTERl'IlISE LAOlE. IlADISON..l 53719) FOR SAFETY PRACTICES PRIOR TO PERFDRlIING ntESE FUNCTIONS. UNLESS OTHERIlISE INDICATEDTOPCI<<'lRDSllALLHA~PROPEllLYATTACHEDSTRlICTURALPNlELSANDIIOrrc.atOROSllAU.HAVE A PROPERLYATTJ\CIIED RIGID CEILING. ITW Bulldi"8 Compon.". Group, me. Eanh City. MO 63045 ".III"OIlTAIIT..FUIlNISHACOPYOFntl$P[SIGNTDntE INSTALl.ATlllfIWIfTllIIICTOR. l"IlUILPING~ENTS GROUP,INC.SHAU.IIDTBERe;PONSIBl..EFORNttDEVIATlDNF_ntISPES1GIt:NttFAIL~ETD8UILDntETIllJSS lMCllfIFDllllANCEWlntTPI,DltFABRICATING._1ILINC.SHIWINll.INSTALt.1NG.IIRI\CINllOFTIlUS$ES. [I(S1Gfl CONFOMl$ Wlnt Al>PLICA8LE PROVISIONS OF NOS (NATIONAL [I(SIGN SPEC. BY AFa.PA) MO '!PI. ALPINE CONNECTOR PLATES ARE -..uE OF 2D/18/1BGA (W.H/s.5/l0 AS'" 1.&53 GRAOE 40/60 c.. ~/H.SS) GALV. STEEL. APPLY PLATESTOEACHFACEOFlllUSSANO.UNLES5D_ISELOCATEOllfIntI5DESIGfI.POSITIONPER_INGS16011-Z. AIfV IIISPECTlllfI OF PLATES FOLu.ED BY (I) SHALL lIE: PER ANlIIEX A.3 OF '!Pll~2002 SEC,3. A SEAL llfI ntlS ORAIIING IIIOICAn:S AceEPTANCE OF PROFESSIONAL EftG1MEER1NG RESPlW$IBIUTY SOLELY FOIl ntE TRU$SCOIIPONENT llESIGfl_. ntESllITAllllITYAMlllSEOFntl$~ENTFORAt4Y80ILDllfGl$ntERESf'ON$IBILlTYDFntE BUILDINGDESIGNERPER....SIITPllSEC.2. Scale =.1667"/Ft. REF R219-- 17471 DATE 02/09/07 DFnI UOUSR219 07040023 MO-ENG BAF/BAF SEQN- 159447 REV FROM KF JREF- lT4Q219_l01 (259515-HUDSON CITY SAVINGS BANK -- ..NEEDS APPROVALS.. - GR-2A 2 PLY STUB GOR) Top chord 2x6 SPF #1/#2 Bot chord 2x6 SPF #1/#2 :B4 2x6 SPF 16S0f-1.5E: lebs 2x4 SPF Stud :11 2x8 SPF(S) 1950f-1.5E: :12, 15, 16, 17, W8, 19, 110 2x6 SPF #1/#2: 120 mph wind, 20.31 ft mean hgt, ASCE 7-02. CLOSED bldg, located anywhere in roof, CAT II. EXP C, wind TC Dl=4.2 psf, wind BC Dl=5.0 psf. Wind reactions based on UlFRS pressures. left end vertical exposed to wind pressure. Deflection meets l/180 criteria for flexible wall coverings. (A) continuous lateral bracing, equally spaced on member. Trusses to be spaced at 38.0" OC maximum. Plates sized for a minimum of 2.40 sq.in./piece. This design consists of two truss halves to be field attached using an 8'-0" span spl ice truss fastened to each face of 44'-9" span design. Nai lone spl ice truss to each face using 10d (0.128"x 3.0") box/gun nai Is as follows: 2x6 Top Chord 3 rows at 3" 0/ c, rows staggered 2x6 Bottom Chord 3 rows at 3" o/c, rows staggered Web Members 2 rows at 3" 0/ c, rows staggered. Nail into all chord and web members. Refer to Drawing MOUSR219-07040021 for splice truss design. 5X10# 7- -0 .1 4X4111 R=4461 U=856 1=5,5" 10-11-8 10-11 B PLT TYP. WAVE Design Crit: IE I" TPI-2002(STD)/IRC IRT=1.00(1.25)/10(0) TlUS DIIG PREPARED FROM COMPUTER INPUT (LOADS Ir DIMENSIONS) SUBMITTED BY TRUSS IIFR. 2 COIPLETE TRUSSES REQUIRED Hai I ing Schedule: (12d_Box_or_Gun_(O.128"x3.25" ,_min.)_nai Is) Top Chord: 1 Row .8.00" O.c. Bot Chord: 1 Row .12.00" o.c. Webs : 1 Row ., 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Calculated horizontal deflection is 0.27" due to I ive load and 0.17" due to dead load. In I ieu of structural panels use purl ins to brace Te . 24" DC. Deflection meets l/240 live and l/180 total load. Truss designed for unbalanced snow load using 0.30 windward factor and 1 .80 I eeward factor. 2-3XB(R) III ~ 4 4X12(A1)'" 8X10~ 84 2X4111 19- -8 ~I" 33-4-0 -1- R=4346 U=883 1=5.5" I 5-3-0 31 10-10-B "I NY/-/1/-1-1-/F TC LL 40,0 PSF 10.0 PSF 10.0 PSF 0.0 PSF 60.0 PSF 1.15 3B.0" ..I..-oRTAMT..fURNISII A COPY OF ntlS OESIGN TO TIlE IHSTALLATlOII aJNTllACTOll. ITW SUILDING IXIIIPONENTS GROUP. INC. SHM.LNOTBERESPONSIIlLEFOllIMVIlEVIUIOf!FllOMntISOESIGN;IMVFAILURE TO 8UILOTlllTllUSS INCONFOR&V<<:EeITHTPI;ORFAIIRICATlIIG.IIANIlLIIIG,S11IPPIIIG.INSTALLINGI1IllAC1NGOFTR\lSSES. IlESIGNCOIlFlIRIlISeITtlAPPLICABLEPROVISIIlNSIlFIoIlS(IIATIONALOESIGNSPEC.IlYAF&PA)AAllTPI. ALPIN( COIINECTOll PLATES IIlEIIAOE OF 20111l/16GA (B.H/SS/Kl ASTWA6S3GIlAIlE 40160 (W. KIIt.SS)GALV. STEEL. APPLY Pl.ATES TO EACH fACE OF T1lIlSSAtm. I.IIfLESSOTllEn'ISELlICATEOONTHISDESIGN.POSITIOOPl:RllRNIIIIGS1__Z. ANY INSPECTION OF PLATES FOLu.ED IlY (I) SHALL BE Pl:R ANNEX A3 OF WI1_2002 SEC.3. A SEAL Of! ntlS OllAIIIIIGINDICATESACCfPTNlCEOFPIlOFESSIONALEIIGINEERIIIGRESPIlNSIBILtTYSOLELYfOllntETRUSS~ENT DES1GN_. T!l(SlIITABILITYAHDUSElJFntIS~NTFOllAlIYaoILDIIIGISntERESPONSIBILlTYOFntE BUILDIIIGOEsIGNERPEllANSIITPI 1 SEC. 2. BC DL BC LL TOT. LD . DUR,FAC. SPACING ............ TRUSSES REQUIRE EXTRElIE (:ARE I.. FoUIRlunON. HANOLIIIG. SHIPPING, I..sTALLlNG ANO BRACING. REfER TO llCSI (BUILDING ~ENT SAfETY INFORIIAnoo). PUBLlSHEO IlY TPI (muss PLATE INSTITUTE. 218 OIlNtntlEESTllEET,SUITE312.ALEXAHDRIA.VA.2U1.)AHDWTU(1IOOO TRUSS COU"ICIL OF AllERICA. 6300 ENTERPIUSlLANE.IMDISON,BI S371\1)~SAFETY~ICESPRIORTOPERFO""rOlGntESEFUNCTlONS. lPILESS OTIlERBISEINOIUTEDTOI'CIIllRDSHALLHAVEPROPERLVATTAatEOSTRUCllJRALPANELSANOElOTTOIIl:_D5HALLHAVE A PllOPERLY ATTADlEO RIGID CEILING 1TW Bulldinll Compon."'" GfOIIp.lnc. Earth City, MO 63045 Scal e =,135" 1Ft, REF R219-- 17472 DATE 02/09/07 DRW MOUSR219 07040024 MO-ENG BAF/BAF SEQN- 159454 REV FROM KF JREF- 1T4Q219 Z01 TliIS D'IG PREPARED FROII COMPUTER INPUT (lOADS I. DIMENSIONS) SUBMITTED BY TRUSS MFR. (259515-HUDSON CITY SAVINGS BANK -- .*NEEDS APPROVALS.. - SPIDER SPIDER CONNECTOR) Top chord 2x6 SPF #1/#2 Bot chord 2x6 SPF #1/#2 Webs 2.6 SPF #1/#2 One unit of this design to be attached to each outer face of full truss span detailed on Drawings UQUSR219-07040005, 006,007,009,010, and 011. Refer to listed for connection speciFications. PLT TYP. WAVE tTW Bu11d11Jll CompolMl7W GnHlP. me. Earth City, MO 63045 8X10(R) III 7-1 -8 7-1 -8 2X4111 2X4111 O~-8 f :;>,1 8-1-8 I I" 4-0-0 I 8-0-0 Over 4 4-0-0 I Supports ~ Design Crit: TPI-2002(STD)/IRC Cq/RT=1.00(1.25)/10(0) ..EUtII.....TI!USSfSREOOlREfXTREIlfCARfINFA8RICAT'ON. HANDLING. SHIPPING,INSTALLINGANDBIlACING. IlfFfRTOBCSI (tIU'LPINGCIlW'llNENTSAFETYINFOIlM.TlON), PUBLISllEPIlYTPI (TltOSSPLATEINSTlnrrE.l1S ~LEESTIlEET.SUITt312.Al..EXAMlIlIA.VA.223").NIl"'C.(IIllOPTRlISSCOIJJICllOl'AIlElllCA. 6300 ENTERPIlISEL~E,IlllII~..I S371S)FOIlSAf'ETYPRACTlCESPIlIPRTOPERFO"INGTl1ESEFUNCTIPNS. UNLESS OTHERIIlSEINPlCATEDTOPctIPRllSHIILL.HAVEP_ElllYATTACHEDSTI!UCTUIlALP.....ElSANDIlPTT~ctIlIRDSHIILLHAVE APROPERLVATTACHEPRIGIOCEIUNG 6 NY/-/1/-/-/-/F TC LL 40.0 PSF DL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 60.0 PSF DUR.FAC. 1.15 SPACING 16.0" ..III"OIlTJlfi..f~IlISll A COPY OF TIllS PESIGr.I TO TIlE INSTALLATION COIfTllIICTOIl. IT. BUILDING ~NTS GIlOUP. INC. SHIILL NOT II[ RESPONS'BLE FOR NN DEVIATION fRIlII TIllS IlES'GN; r.HV fAILUllE TO fIUILO TIlE TRUSS INeot.IfOlaL\NCE.ITHTPI;ORFABIllCATlNG.HANDLING.stlIPPINC.INSTALLIIIG&BltM:IIIGOFTRUSSES. IlESIGr.lCONFORllS.ITl1Id'Pl-'CABLEPRO'IISIIINSOFNDS(NIIT1~Lllt'SIGIlSPEC.IlYAF&PA)ANDTPI. .lPlNE ~CTORPLATESAAEIMIlEOF20/1B/18Go\(W.H/SS/K)AST1lA6S3GRAOE.O/60(..IVH.SS)GALV.STEEL.1d'Pl-V PLATtSTOEo\CHF.CEOFT~SSAND, UNLESSOTHERIIlSELOCATlllONTl1tSIlESIGIl.POSIT'lINPEll_INGS16Wl_2. ANVINSPECTllINOFPLATESFOLL(E(l8V(l)SHIILLBEPER.....NEKA3OFTPI1-2002SEC.3. A SEAL ON THIS DIl....INGINIIICATES ACCEPTAlCEOFPROFESSlllNAlENGINEERINGIlESPONS,Bll'TY SOLElVFPflTHETRUSSCOllPONENT llESIGr.l~ THESUITABILITYANDUSEOFTHISCOllPONENTFOR........BUILPINGISTIlERESPONSIB.l.TYOFTlIE: BUILDINGDESIGIlERI'EltAHSI/TP' 1 SEC. 2. 11- 0-8 Scale =.3"/Ft. REF R219-- 17473 DATE 02/09/07 DRW MOUSR219 07040021 MO-ENG BAF/BAF SEQN- 159461 REV FROM KF JREF- 1T4Q219 Z01 THIS 0.:; PREPARED FROM COMPUTER INPUT (LOADS I DIMENSIONS) SUBMITTED BY TRUSS MFR. (259515-HUDSON CITY SAVINGS BANK -- ..NEEDS APPROVALS.. - GR-3 1 PLY GOR) Top chord 2x5 SPF '11'2 :T2. T5 2x6 SPF 1650f-l.5E: Bot chord 2x6 SPF 1650~-1.5E :81 2x6 SP 2400f-2.0E: :B2 2x6 SPF '11'2: :86 2x6 SPF Z100f-l.8E: Webs 2x6 SPF '1/#2 :.1, W7, W8, .15, .16, .17, 1M8. .20 2x4 SPF Stud; :WS, W6, W19 2x4 SPF '11'2: :Lt Wedge 2x4 SPF Stud::Rt Wedge 2x4 SPF Stud: SPECIAL lOADS ______(lUMBER DUR.FAC.=1.15 1 PLATE DUR.FAC.=1.1S) TC From 67 PlF at 0.00 to 67 PlF at 5.25 TC From 72 PlF at 5.25 to 72 PlF at 13.74 TC From 72 PlF at 13.74 to 72 PLF at 22.38 TC From 72 PLF at 22.38 to 72 PLF at 31.34 TC From 72 PLF at 31.34 to 72 PlF at 39.50 TC From 67 PLF at 39.50 to 57 PLF at 44.75 BC From 13 PLF at 0.00 to 13 PLF at 10.88 BC From 19 PlF at 10.88 to 19 PLF at 16.53 BC From 19 PLF at 16.53 to 19 PlF at 22.38 BC From 19 PlF at 22.38 to 19 PlF at 28.54 BC From 19 PlF at 28.54 to 19 PlF at 33.88 8C From 13 PLF at 33.88 to 13 PlF at 44.75 TC 260 LB Cone. Load at 6.94, 10.77, 14.60, 1844, 26.31 30.15, 33.98, 37.81 Be - 260 LB Cone. Load at 10.88, 14.71. 18.54, 26.21, 30.04 33.88 BC - 520 LB Cone. Load at 22.38 120 mph wind, 20.29 ft mean hgt, ASCE 7-02, CLOSED bldg, located anywhere in roof, CAT II. EXP C, wind TC DL=4.2 psf, wind BC DL_S.O psf, Wind reactions based on MWFRS pressures. (A) Continuous lateral bracing equally spaced on member. Trusses to be spaced at 16.0" OC maximum. Deflection meets L/240 live and L/l80 total load. WARNING: Furnish a copy of this DIG to the installation contractor. Special care .ust be taken during handling, shipping and installation of trusses. See "WARNING" note below. Plates sized for a minimum of 2.40 sq.in./piece. Calculated horizontal deflection of 1.01" due to total load. 2-5Xl0(R) III This design consists of two truss halves to be field attached using an 8'-0" span spl ice truss fastened to each face of 44'-9" span design. Nai lone spl ice truss to each face using 10d (0.128"x 3.0") box/gun nai Is as follows: 2x6 Top Chord 3 rows at 3" o/c, rows staggered 2x6 Bottom Chord 3 rows at 3" o/c, rows staggered Web Members 2 rows at 3" o/c, rows staggered. Nail into all chord and web members. Refer to Drawing MOUSR219-07040021 for splice truss design. 4Xl04> 6Xl04> 5X64> 8Xl04> 8X144> 3X44> 5X64> 127Xl04> 8-0-0 4X6~ 1!!1x44> 6Xl0(R) \\\ 4X6(Al)= 2X4111 3X8111 3X64> 7X8(R) III R=O U=O 11/=5.5" O~7_3_12-...l R=4905 U=1998 11/=5.5" 1.5-301 17-1-8 I 10-10-8 -1- 11-6-0 - . I" 44-9-0 Over 3 Hl015'" 17-1-8 11-6-0 -I Supports PLT TYP. 20 Gauge HS,18 Gauge HS, WAVE Design Crit: TPI-2002(STD)/IRC C /RT=1.00(1.25)/10(0) NY/-/1/-/-/-/F TC LL 40.0 PSF TC DL 10.0 PSF 8C DL 10.0 PSF 8C LL 0.0 PSF TOT.LD. 60.0 PSF DUR.FAC. 1.15 SPACING 16.0" ......1110.. TllUSSES REQl.IIIIE ElITRDlE CARE IN FAIIIUCATION. HANDLING, SHIPPING. INST~l.l-ING AND IlRACING. REFER TO IlCSI (1lUIWING COWONENT Sl\FETY I.-ORIIII.TlOII). PlJIILISIlEIlIIV WI (TRUSS PLATE IIOSTlTUTE. 2111 ~LEESTREET.SUlTE312."LE~I".V".22314)AHDWTCA(.xJOTRUSSCOUNC1LOFAlERICII.. 6300 ENTERPIUSE LANE. IIII.lllSON. WI S31111) FOR SAFETY PRACTICES PRIOR TO PERFORIIIIIG THESE FUNCTIONS. UNLESS OTH~ISEINIlICATEIlTOPCHOIlllstlALLHII.\IEI'lIOPERLV"'TTAalEllSTRUcruRII.LPIUiE:LS"'NDIIOTTOIIIlC_DstlALLHA\IE A PROPERLV ATTAalEll R1CIO CEILING. ITW Stlilditl(l Compone_ Group, Inc. Earth City, MO 63045 .......TAn..FlIRNISIl... COPY llF TIllS lIESIGfI TO TIlE INSTALLATION CONTRII.(;lOR. ITII PllILlllNG ~TS GROUP. tNC. SHALL NDT liE RESPONSIBLE FOR NlYDEVIATlON F_TIlISOESIGN; NIY FII.ILUIlE TO 8UIW TIlE TRUSS IN CIINFORIIII.NCE.lTH TPl; ORFAllRICATING,.....NOI.INC. SHIPPING. INST"'l.l-ING.BRACING llF TllUSSES. DESIGN CONFORIIIS WITIl APPLICAllLE PROVISIONS OF NOS (NATlONII.LoESIGNSPEC. IIVII.F"P"')AIlDTPI ...lPlNE CONNECTORPLATESAREIIII.DEOF2D/18/16G11.(W,Il/SS/~)"'STIIA6S3GR_40/60(.. K/H.SS)GALV. STEEL. APf'LV PLIoTESTO EACH FACl: OF TRUSS AND. UllLE'SSOTHERIIISElllGATEIlONTHISIlESIGN,POSlTIOIIPUlllRII.WINGS16OA-Z NIY INSPECTION OF PLATES FOLLOWEDIIV e')SHALLBEPER_X.uOFTPI1_2002SEC.3, ... SE"'LON TIllS IlRglNGINPICATES ACCEPT.oVlCEOFPlIOFESSIONALENCINEERINGRESPONSI6111TY SOLELVFORTllETIll,JSSCOlPONENT llESIGN_. TflE SUlTAIlIUTV II.NIl USE OF THIS COlfPONENT FIlRAIIY PlllLOrNC IS TIlE RESPONSIIIIUTYOF THE BUILDING llESIGNER PER ANSllll'l 1 SEC. 2. 19- -8 X8(C8)= 86 2X4111 SS0514(C8)= R=3158 U=833 11/=5.5" I 5-3 0 _I 10-10-8 ~I Scale -.125"/Ft. REF R219-- 17474 DATE 02/09/07 DRW MOUSR219 07040010 MO-ENG 8AF/8AF SEQN- 16332 REV FROM KF JREF lT4Q219 ZOl TllIS DIIG PREPARED FROM COIIPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (2S9S1S-HUDSON CITY SAVINGS BANK -- **NEEDS APPROVALS** - GR-3A 1 PLY GOR) Top chord 2x6 SPF #1/#2 :Tl 2x6 SPF 1650f-l.5E: Bot chord 2x6 SPF #1/#2 :B3. B4 2x6 SPF 1650f-l.5E: :B5 2x6 SPF 21oof-l.8E: Webs 2x6 SPF #1/#2 :W3. W4. '11, .12, W13, W14, .16 2x4 SPF Stud: :.15 2x4 SPF #1/#2: :Rt ledge 2x4 SPF Stud: SPECIAL LOAOS ------(LUMBER OUR.FAC.=1.15 / PLATE OUR.FAC.=1.15) TC - From 72 PLF at 0.00 to 72 PLF at 2.32 TC - From 72 PLF at 2.32 to 72 PLF at 10.96 TC From 72 PLF at 10.96 to 72 PLF at 19.92 TC - From 72 PLF at 19.92 to 72 PLF at 28.08 TC - From 67 PLF at 28.08 to 67 PLF at 33.33 BC - From 19 PLF at 0.00 to 19 PLF at 5.12 BC - From 19 PLF at 5.12 to 19 PLF at 10.96 BC - From 19 PLF at 10.96 to 19 PLF at 17.13 BC - From 19 PLF at 17.13 to 19 PLF at 22.46 BC - From 13 PLF at 22.46 to 13 PLF at 33.33 TC - 260 LB Cone. Load at 3.19, 7.02, 14.90, 18.73, 22.56 26.40 BC - 260 LB Cone. Load at 3.29, 7.12, 14.79, 18.63, 22.46 BC - 520 LB Cone. Load at 10.96 120 mph wind, 20.31 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC Dl=4.2 psf. wind BC DL=5.0 psf. Wind reactions based on MlFRS pressures. Left end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Calculated horizontal deflection is 0.63" due to live load and 0.14" due to dead load. (A) Continuous lateral bracing equally spaced on member, Trusses to be spaced at 16.0" DC maximum. Deflection meets L/240 live and L/180 total load. Plates sized for a minimum of 2.40 sq. in./piece. 2-4X10(R) III This design consists of two truss halves to be field attached using an 8'-0" span spl ice truss fastened to each face of 44 I -9" span des i gn. Na i lone sp lice truss to each face using 10t1 (O.128"x 3.0") box/gun nai Is as follows: 2x6 Top Chord 3 rows at 3" o/c. rows staggered 2x6 Bottom Chord 3 rows at 3" o/c. rows staggered Web Members 2 rows at 3" o/c. rows staggered. Nail into all chord and web members, Refer to Drawing MOUSR219-07040021 for splice truss design. 4X12# 7- -0 8-0-0 7X10# 3X6~ 4X6111 19- -8 10X14~ ~ 4 8X12~ B5 2X4111 3XBIII 6X12(A2)= R=2868 U=942 '=5.5" _1_ 5-3-0 ~ I 10-10-B -I PLT TYP. 20 Gau e HS,WAVE R=3461 Design Crit: TPI-2002(STO)/IRC Cq/RT=1.00(1.25)/10(0) Supports ........... TRUSSES REQl.JIRE ExTREIlE CARE IN FABRICATION. H.U;(lLlNG. SHIPPING. INSTALLING AND BRACING. REFER TO BCSI (BUILOINGCOMf'ON(NTSt\FETVI~F~TlOOL PIJ(ILISHED8VTPI (TRUSSPLATE1NSllTUTE. 218 ~HLEESTREET.SUlTE.1'2."'LEXA_l.o..VA.22.'l14)ANlIWTCA(WOlI(lTRU5SCOUNCILOFAIlERlCA. 8.'lOO ENTERPIlISELAtlE.IlMIlSOlC..1 S.1719) FOR St\FETV PRACTICES PFliIOll TO PUFllRIIlNG THESE FUNCTIONS. ....LESS OTHERIIlSEINOIC'O'TEOTOPCIlOROSHALLH.\VEPRlll'ERLYATTACHEOSTRUCTUAALPANELS...NDIlOTT(IlICHOROSH.o.LL.....VE .0. PROPERLY ATT"'CHEO RICIO CEILING. NY/-/l/-/-/-/F C LL 40.0 PSF TC OL 10.0 PSF BC OL 10.0 PSF BC LL 0.0 PSF TOT. LO. 60.0 PSF OUR.FAC. 1.15 SPACING 16.0" ITW &lildine ComponMD Group. Inc. Earth City, MO 63045 ........TAIIT..FURNISIl... COPY OF THIS DESIGN TO TIlE INSTALUTlON CONTRACTOR. ITW BUILDING ~_ENTS GROUP.INC.SH.I.LLNOT8ERESPONSlaLEFORAJNOEVI"'TIIlIlFR(IlITHISDES1GN,ANYFAlLUlU:TOBUILOTHETRUSS IIIlCOllFllRllAllCE.ITHTPI,llRFtdlRICAllNG......N0I.11IG,SHIPPlNG.INST...LLING.IIIlACINGOFTRUSSES. DESIGNCONfORllSIIIITHN'PLICAIlLEPROIIISIONSOFHDS(N.o.TIOIIlALOESIGNSPEC. 8Y.o.F~.o.)ANDTPI. ...LPlNE CONIIECTOR PLAns ME lIADE OF 20/18/'BGA (III.H/SS/IIl) ...5111 A653 GRI'dlE ~O/60 (Ill. NlH.SS) CALY. STEEL. APPLY PLATESTOEACHf...CEOFTRUSS.o.ND.UNLESSOTlfERWISEU!CAT'EOOOTII'SPESIGN.POSlTIONPER_1NGS'6OA_Z. ANYINSPECTlONOFPLATESFOLL~8Y(;)SH.I.LLBEPERAHNEX.0.3OFTPI'_2002SEC.3. ... SEAL IlIl THIS ORAWING lNOlCATES M:CEPTMCE or PROFESS10N.0.L UIGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COIIPONENT OES1GN_. TKESUlTl'.8lL1TYANlIUSEOFTIIISC(IlIf'ONENTFOR...NYBUILOINGISTHERESPONSIOILITYOFTHE OUIWINGOESIGhUlPUlIWSIITP1'SEC.2. Scale =.125"/Ft. REF R219-- 17475 DATE 02/09/07 D~ MOUSR219 07040011 MO-ENG BAF/BAF SEQN- 159525 REV FROM KF JREF- lT4Q219 Z01 - T-1 1/2 TRUSS LEFT) nns DIG PREPARED FROM COlllPUTER INPUT (lOADS I DIMENSIONS) SUIllilITTED BV TRUSS MFR. (259515-HUDSON CITY SAVINGS BANK -- ..NEEDS APPROVALS.. Top chord 2x6 SPF 1650f-l.5E :T3 2x6 SPF #1/#2: Bot chord 2x6 SP 2400f-2.0E :B2 2x6 SPF #1/#2: :B3 2x6 SPF 165Of-l.5E: Webs 2x6 SPF #1/#2 :Wl. 17, WB 2x4 SPF Stud: :W5, WB 2x4 SPF #1/#2: :Lt Wedge 2x4 SPF Stud: SPECIAL LOADS ------(LUMBER oUR.FAC.=1.15 I PLATE oUR.FAC.=1.15) TC - FrOM 67 PLF at 0.00 to 67 PLF at 5.25 TC From 72 PLF at 5.25 to 72 PLF at 22.3B BC From 13 PLF at 0.00 to 13 PLF at 10.BB BC From 19 PLF at 10.88 to 19 PLF at 22.38 BC 235 LB Cone. Load at 11.06, 12.48, 13.89, 15.30, 18.13, 19.55, 20.96 BC - 470 LB Cone. Load at 22.38 120 mph wind. 20.29 rt mean hgt. ASCE 7-02. CLOSED bldg. Located anywhere in roof, CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psr. Wind reactions based on MWFRS pressures. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Trusses to be spaced at 16.0" OC maximum. Deflection meets L/240 live and L/180 total load. 16.72 Plates sized for a minimum of 2.40 sq.in./piece. Shim all supports to solid bearing. 2X401 4X8~ 19- -8 7-1 -8 4_ 2X4(Al)'" 3X8111 2 3X6~ 2X4~ III 6X4 (R) In Oti-7_3_12--...l 1.5-3-0 .1. 10-10-8 I~ 22-4-8 Over R=386 U=180 W=5.5" R=1880 U=658 W=5.5" 17 -1-8 11-6-0 3 Supports R=2311 "I ~I U=745 W=5.5" PLT TYP. WAVE Design Crlt: TPI-2002(STO)/IRC C IRT=1.00(1.25)/10(0) ""IIAIUII... TWSSES REQtlI~ EXTlIEIlE CARE IN FABRICATION, _DLI~G, SHIPPING, INSTALLtlllG A~D BRACING. REFER TO IlCSI (8UIUlIHGco.>oNENTS,o\FETYIIIF_TlON), PUBLlSHEP8YTPI (TlIUSSPL.ATIINSTITIlTE.21a NDltTHLEESTREET,SUITE312. ALEXAMlRIA. V", 22314)NlllllTCA(.- TRUSS COUNCIL OF oWERlCA. 6300 ENTERPRISE lANE. IlADISON. WI 53719) FOR SAFETV PR.\CTICES PRIOR TO PERFllRIIING THESE FUNCTiONs. UNLESS OTHERIIISE .t.llllCATEOTOPCHOllDStlALLIlAVEPROPERLY"TTACHEDSTRUCTURALPMELSANDBOl'T(WCHORllSH"LLH"...E A PRllPERLY ATTACHED RIGID CEILING, 16 NY/-/l/-/-/-/F TC LL 40.0 PSF OL 10.0 PSF BC OL 10.0 PSF BC LL 0.0 PSF TOT. LO. 60.0 PSF OUR.FAC. 1.15 SPACING 16.0" I7W Building ComponMta Group, Inc. Earth City, MO 63045 .......RTAna.FlJRltISH A COP\' OF THIS DESIGN TO THE I~STALLATlIIN CONTIlACTUll. nw PUILDIIIG ~TS GROUP. INC. SHALL NDTBE RESPONSIBl.EFORANfDEVIATION FRllMTHISIlESIGN:ANfFAILllllETO IIUILDTHE TR\JSS I~CONF-"CE.ITHTPI, 011 FAllRlCATllIlG, HANDLING, SHIPPING, 'NSTALLIIIG llBRACING OF TRUSSES. DESIGt.I CONFORlllS WITH APf'LICAlILE PROI/ISIlINS OF IllS (~"TIIINM. IlESIGIII SPEc. BV AFllPA) MID TPI. ALPINE CDNt.IECTORPLATESAREIIWlE0F2D/lB/18GA(W.H/SS/K)ASTIlA663GRA1lEoIOllIO(W,K/H.SS)Go\LV,STEEL.APPLV PLATES TO EAal fACE OF TllUSSAMl. UNUSSOTHERIIISELOCATEOONTHISDESIGN.POSITlllt.lF'al~INGS16OA_2. NlV INSPECTIIIN OF PLATES FOt.LOIIE08Y (I) StlALLBEPn_HA3DFTPll*2002SEC.3. A SEAL ON THIS DRAWING INDICATES ACcEPTANCE OF PIIOFESSIOIU.L ENGlllEERING REsPONSllIILITY SDLELYFOIlTKETRUSSCI:U'Ot.IENT DESIl)fj _ THE SUITABILITY AMIl1SE OF THIS ~~a.T FOR MN 8UIUlING IS THE RESPOlrISIIIILITY OF fflE IIUILOINGllESll)fjEItPERANSlfTPl 1 SEc. 2. Scale =.125"/Ft. REF R219-- 17476 DATE 02/09/07 DRW MOUSR219 07040012 MO-ENG BAF/BAF SEQN- 67391 FROM KF JREF- 1T4Q219 ZOl THIS ~ PREPARED FROM COIIPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. (259515-HUDSON CITY SAVINGS BANk -- **NEEDS APPROVALS** - T-1 1/2 TRUSS RIGHT) Top chord 2x6 SPF '11#2 Bot chord 2.6 SPF 16S0~-1.SE :B3 2.6 SPF 2100~-1.BE: Webs 2.4 SPF Stud :.1. .2. .32.6 SPF #1/#2: :.B 2.4 SPF #1/#2: :Rt Wedge 2x4 SPF Stud: SPECIAL LOAOS ------(LUMBER OUR.FAC.=l.lS I PLATE DUR.FAC.=1.15) TC From 72 PLF at 0.00 to 72 PLF at 17.13 TC From 67 PLF at 17.13 to 67 PLF at 22.38 BC - From 19 PLF at 0.00 to 19 PLF at 11.50 BC - From 13 PLF at 11.50 to 13 PLF at 22.3B BC 470 LB Cone. Load at 0.00 Be 235 LB Cone. Load at 1.41. 2.83, 4.24, 5.66, 7.07 8.49, 9.90, 11.31 120 mph wind, 20.31 rt mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=4.2 psf, wind Be DL=5.a psf. Wind reactions based on MWFRS pressures. Left end vertical exposed to wind pressure. Deflection meets L/1aO criteria for flexible wall coverings. (A) Continuous lateral bracing equally spaced on member. Trusses to be spaced at 16.0" ac maximum. Derlection meets L/240 live and L/180 total load. 2X4111 Plates sized for a minimum of 2.40 sq. in./piece. Shim all supports to solid bearing. 7-1 -B Wl 10Xl0'" ~ 4 4X6~ 7XB= B3 2X4111 3XBIII 4X6~ 3X12(Al)= 17-1-B 11 6-0 I- 22-4-8 Over R=2884 U=983 W=5.5" 1< _1_5 3-0~1 I 10-10-8 2 Supports ~l R=1570 U=524 W=5.5" PLT TYP. WAVE Desi9n Crit: TPI-2002(STO)/IRC C IRT=1.00(1.25)/l0(0) ........... 11<USSl'S REQUIRE EIlTItEIIE CARE IN FIUlIlICATIGN. HAMlLING. SllIPPING. INST....LING AND BRACING. REFER TO BCSI (BUILDING lX8'OIIENT SAfETY IMFORIIo\TIOJO. F'UBUS~W BV TPI (TRUSS PUl""" INSTITUTE. 2111 _lll LEE STREET. SUITE 312. ALExANDRIA. VA. 22314) ANIIWlCA('alDD TRUSS OOUMCIL OF AMERICA. 6300 ENTERI'RISELNlE,IIIo\DISDN,.1 S3719) FDll SAFETY l'IIAeTlCES I'RllNt TO PERFlIRIIlNG THESE FUNCTIONS. UNLESS DTHERlJISl:INDlCATEOTOPCHORDSHALLIlAVEPROPERl..VATTACIlEDSTRUCTUIlALPANELSANIIIlDTTC*CIKN!DSHALLHAVE A PIlDl'ERl..V ATTACIlED RIGIDCEIUMl. fTW Building Compon.m. Group. Inc. Earth City. M063045 ..IIIPORTAn--FlIRNISHIICOPYOFTIlISPESIGNTOTlIE INSTALUlTIDPlCDPlTRACToll. IT'lBUILDlfoICco.>oNENTS GIlOUP. Utc. SHALL HOT lIE llESPI>>IsrBLE FlNtNNDEvlATIDPl F_TlIIS DESIGH; MlVFAlLUlU:TOllUlLDTlI€TltIJSS INC(lflF~E.'TllTPI;DllF_ICATlIIl>.H.VIIll.IMl.SHIPPING.1NSTALLlNG.8RAC1NGOFTR\JSSES. IlESIGNCONFllIlIlS.ITHAPPLICA8LEPROVISt~QFNOS(NIIT1,*",-DESIGNSPEC.8V"".PA)AN;lTPt. ALPINE CDYllCTOR I'lATES AIlE IIADE: OF ~(I/111/1tiCA <-'.~/SS/~1 ASTII 0\653 GRAIlE 4D/GD <-'. ~IH.SS) G.l.LV. STEEL. APPLY I'lATES TO EACIJ FACE OF Tll\JSSAIID. IoWLESSDTIlElllllSELDCATEDGNTllISDESIGN.PDSITIDPlPEllllll<WINGS16DA_Z. IINY INSPECTIGN OF PLl.Tli:S FllI..l.lEll av (I) SHolU.. lIE PER -'-X A3 OF TPI1_~002 SEC.3. A SEAL DPl TllIS IJItAIlIMlINllICATES ACCEPTANCE OF PROFESSIONAL EHGUIEERING RESPOfrISIBILlTY SllLELV FDR THE TRIISS COIlPONENT DESIGfI_. THESUnAIIILITYAN(lUSEOFTllIS~ENTFDllIINV!lUILDrNGtSTHERESPDNSIBILlTY(lFTllE BUlLOING DESIGNER PER ANSllTPt 1 SEC. ~. NY/-/l/-I-I-/F L 40.0 PSF TC DL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 60.0 PSF DUR.FAC. 1.15 SPACING 16.0" 19- -8 Scale =.125"/Ft. REF R219-- 17477 DATE 02/09107 DRW MOUSR219 07040013 MO-ENG BAF/BAF SEQN- 67396 FROM KF JREF- lT4Q219 ZOl THIS D'IG PREPARED FROlII COMPUTER INPUT (LOADS &- DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 COMPLETE TRUSSES REQUIRED Nai I ing Schedule: C12d_Box_or_Gun_CO.12S"x3.25" ._min.)_nai Is) Top Chord: 1 Row . 9.25" O.c. Bot Chord: 1 Row .12.00" o.c. Webs : 1 Row . 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Right end vertical exposed to wind pressure. Derlection meets L/180 criteria for flexible wall coverings. Trusses to be spaced at 38.0" OC maximum. Truss designed for unbalanced snow load using 0.00 windward factor and 1.50 leeward factor. (259515-HUDSON CITY SAVINGS BANK -- --NEEDS APPROVALS-- - GR-l 2 PLY LEFT GDR) Top chord 2x6 SPF #1/#2 Bot chord 2x6 SPF #1/#2 Webs 2x4 SPF Stud :19. '10. W11 2x6 SPF #1/#2: :Lt ledge 2x4 SPF Stud: 120 mph wind. 20.31 ~t mean hgt. ASCE 7-02. CLOSED bldg. Located anywhere in roof, CAT II, EXP C. wind TC Dl=4.2 psf, wind BC Dl=5.0 psf. Wind reactions based on MlFRS pressures. In I ieu of structural panels use purl ins to brace TC . 24" QC. Deflection meets l/240 live and L/180 total load. Plates sized for a minimum of 2.40 sq.in./piece. Sh' all supports to solid bearing. 2X4111 3X64> 19- -8 7-1 -8 3X64> 3X64> 8X10" 4 _ 3X64> 2X4(A1);s 3X8111 2X4111 4X4'" 5X6;s 4X44> O-ti-7_3_12--..J 1.5-3-0 _1- 10-10-8 IE: 22-4-8 Over R=1060 U=199 W=5.5" R=2226 U=406 W=5.5" 17-1 8 11-6-0 3 Supports ~l R=1978 U=1054 W=5.5" ~I PLT TYP. WAVE NV/-/1/-/-/-/F TC LL 40.0 PSF TC OL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LO. 60.0 PSF OUR.FAC. 1.15 SPACING 38.0" Desi9n Crit: TPI-2002(STO)/IRC Cq/RT=1.00(1.25)/10(O) ............TIlUSSESREQlJIREExTREIlECAREINF48RICATION. .....LING. SIIIPPING.ltlST...LLlNG...NDBRACING. REFER TO flCSl (BUILDINGCOMf'ONENTSIlFETVINF_T1llN).PV8LISHEDIlYTPI (TRUSS PLATE INSTITUTE. 218 *-TH LEE STIlEET. SUITE 312. ...LEXANOllI.... v.... 22314) ANDWTCA (WOOD TRllSS COOr<<:IL lII' AIlERlCA. 8300 ENTERPRISE~,IIIADISON..1 53719) FOR SIlFUYPIlACTlCES PRIOR TO PERI'OlWINGTHESE FUNCTIONS. UNl.ESS OTHEImISElNOICATEDTOI'CHDRDSoHALLHAv:EPROF'EltLY...TTACtlEDSTRlJCTURALPA'lELSANOIIOTT(MICHDRDSoHALLIlAv:E "'I'IlllPERLYATTAeHEDRIGIDCEILlNG. 1TW Bui1di"ll Compo,._"" GIOIlp, ,,.,,. Earth City, MO 63045 ..I....T......~ISH A COPY DF llHS [lESICH TD THE INSTALLATION CONTRACTOR. IlW BUILDING ~I'llIIENTS GIIOI.F.INC.~LLNOTBERESPONSIBLErDRI<<'fDEvlATlllN~THISDUHGN;"'NYFAILlIRETOIllJILDTHETRllSS INCONF~.ITHTPI;DRF"'llRlCATlNG.HANllLING.SHIF'PING.INSTALLINGI,BRACINGDFTRUSSES. 0EsIGNCONFllllIlIS.Il1l.....PLlCAllLEf"lDVISlllNSDFNllS(NATIONALDESIGNSPEC.9YAFI,P...)ANDTP1. ...LPINE ~TORI'LATESAIIEIIAOEOF20/181'8GA(..H/SS/k)AS'nlA653GRADE.to/6ll(..k/K.SS)GALV.STEEL....PPLY I'LA"TESTOEAatr"'CEOFTRUSSANID. UNLESSOTHE"ISELOCATEDONTIIISIlESIGN.1'OS1T1ON~RllRAIIINGS1__Z. "'NYINSPECT1DIIDFI'LATESFDLL~DBY(')~LLBEPERANNE)(A3l11'TPI'_2OD2SEC.3. ...SEALONTHIS _INGlN01CATES ACCEPTAM:EDFPROFE5SIIINALENGINEERINGRESPllNSIBILITV SOLELY FOR TKE T1IUSS COYPllNENT DESIGN_. ~SUnABILITYANIIUSEDFllllSCOllf'ONOITfDR"'NYBUILDINGISTHERESf'DlrISIBILITVDFTIIE BUILDING IlESIGNER PERAltSII"TPI 1 SEC. 2. Sea Ie = .125" /Ft. REF R219-- 17478 DATE 02/09/07 DRW MOUSR219 07040014 MO-ENG BAF/BAF SEQN- 66882 FROM KF JREF- 1T4Q219 Z01 THIS ~ PREPARED FROM COMPUTER INPUT (lOADS. DIIlENSIONS) SUBMITTED BY TRUSS IlFR. (259515-HUOSON CITY SAVINGS BANK -- ..NEEDS APPROVALS.. - GR-1A STUe 2 Top chord 2x6 SPF #1/#2 Bot chord 2x6 SPF #1/#2 Webs 2x6 SPF #1/#2 :.3, W4 2x4 SPF Stud: SPECIAL LOADS ------(LUM8ER DUR.FAC.=1.15 / PLATE DUR.FAC.=1.15) TC FrOM 171 PLF ~t 0.58 to 171 PLF at 2.32 TC From 171 PLF ~t 2.32 to 171 PlF at 10.9$ Be - From 45 PLF at 0.58 to 45 PlF at 5.12 Be - From 45 PLF at 5.12 to 45 PlF at 10.96 PLY LEFT GOR) 2 co.PLETE TRUSSES REQUIRED Nai I ing Schedule: (12d_80)Lor_Gun_(O.128Mx3.25" ,Jlin.)_nai Is) Top Chord: 1 Row . 9.25" D.C. Bot Chord: 1 Row .12.00" o.c. Webs : 1 Row . 4" O.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Wind reactions based on YlFRS pressures. End verticals exposed to wInd pressure. De~lection meets L/180 criteria For Flexible wall coverings. 120 mph wind, 24.27 Ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere In rooF, CAT II, EXP C, wind TC DL=4.2 psf, Wind Be DL_S.O psf. DeFlection meets l/240 live and L/180 total load. In I ieu or structural panels use purl Ins to brace TC . 24" DC. Trusses to be spaced at 38.0" OC maximum. Truss designed ror unbalanced snow load using 0.00 windward ractor and 1.50 leeward Factor. Plates sized For a minimum or 2.40 sq.in./plece. 2X411 3X64- 18- -8 7-1 -8 7- -0 3X64- 2X41U rO-11-a Over 2 Supports I ~ ~ R=1113 U=436 11/=5.5" R=1270 U=1439 11/=5.5" PLT TYP. WAVE Design Celt: TPI-2002(STD)/IRC Cq/RT=1.00(1.25)/10(0) .._I....TIlUSS{SREQOIREElC1llEMi:CAIIEI~fABRlCATlON. HM(lLIO/G. SlllPPING,INST.o.LLlNGANllllRO.CING. REfER TO BCSI (8IJILl)ING (UWONENT SAfETY INFORIL\TlOH). PlJBLISllEO BY TPI (TIlU5S PLATE INSTITUTE. 218 ~LEESTREET.SlIlTE312.~LExIV<<lRIA.VA.22314)ANll~('IlOOOTRlI5SCOlIIICILOFAIIEllICA. 8300 ENTERI'RISE LANE, IllAO,SON,.' 53719) f~ SAfETY I'RACTICES PIUOR TO PEltfORllING THESE fUNCTIOfIS. UNLESS OTJ1ElSlSEINOICAnDTllPCHOI!PSHALLIlAVEPI!OI'ERLYATTACHEOSTRlICTURALPANt:LSANOIIOTTOII~SHALLIlAVE ~ PItllPERLY ~TTACHEO RIGIO <:tILING. rTW Building ComponenA GrouA 'nc. Earth. City. MO 63045 ...-..oRT..-r..fURRISH ~ COPY OF THIS DESIGN TO lIiE INSTALLATION WNTltACTOll. n. BUILl)ING COW'ONEfIT5 GI!OIF. lHe. SHALLIlOTllERESPONsIBLEFORAlNoevlUIONFItOllTJ1ISPESIGN; A#N FAILlIItE TO BlIILD THE TRUsS I"CON~.ITHTPI;ORfABRlCATlNG.IINIIlt.ING.SHIPPING.INSTALLlNGIIlAACINGOFTllU5SES. DESIGN CONfOlllllS .,lIi APPLICABLE PIlOI/ISIONS OF lIPS (Nll.TlONIIL DESIGN SPEC. BY AflPA) 1HJ TPI. ~LPINE COMrIECToRPl..ATESAIlEIMDE0F20/18/16GA(W.H/SSIlt)ASltIA65SIlIlADEWf60(W.K/H.SS)GALV.STEEL.API'LY PLATES TO EAal fACE OF TRlISSANO. LWLESSOTllEla'ISELOCATEDONTHI5DES'Gfl.POSITlONPEllOll!l.'NGS1801l_2. 4NY INSI'ECTIONOFI'L.ATE'SfOL.l.OK08V(I) SHALL8EPER_EXA30fTPl1_2002SEC.3. ~SEALONTHIS _IHGINIllCATES ACCEPTNlCEIIl' PROFESSlllNAL ENGINEERING ItESPONSIBlllTY SOLELY FOIl TIfE Tfl\ISSCOlFONENT (lC;IGN_. llfESlInA8ILlT'fAMlUSEOFTHIS~FORM'fBUILOINGI51HERESI'ONSI81LITYOfTHE IlUILl)INGOESIGNERI'ERIUlSIITPI 1 SEC. 2. NY/-111-1-1-/F TC LL 40.0 PSF TC DL 10.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 60.0 PSF DUR.FAC. 1.15 SPACING 38.0" Scale =.135"/Ft. REF R219-- 17479 DATE 02/09/07 DRW MOUSR219 07040015 MO-ENG BAF/BAF SEQN- 154680 FROM KF JREF 1T4Q219 Z01 THIS DWG PREPARED FROM COII'lITER INPUT (LOADS & DIMENSIDHS) SUBMITTED BY TRUSS MFR. (259515-HUDSON CITY SAVINGS BANK -- **NEEDS APPROVAlS** - GR-l 2 PLY RIGHT GOR) Top chord 2x6 SPF #1/#2 Bot chord 2x6 SPF #1/#2 'B3 2x6 SPF 1650r-l.SE: Webs 2x4 SPF Stud ;.1, W2, .3 2x6 SPF #1/#2: SPECIAL LOADS ------(LUMBER DUR.FAC.=1.15 1 PLATE DUR.FAC..l.1S) TC Fr~ 171 PLF at 0.00 to 171 PLF at 8.96 TC Fr~ 171 PLF at 8.96 to 171 PLF at 17.13 TC From 160 PLF at 17.13 to 160 PLF at 22.38 BC From 45 PLF at 0.00 to 45 PLF at 6.17 BC From 45 PLF at 6.17 to 45 PLF at 11.50 BC From 32 PLF at 11.50 to 32 PLF at 22.38 2 COIPLETE TRUSSES REQUIRED Nai I ing Schedule: (12d_Box_or _Gun_(O.128"x3.2S" ,_min.)_nai Is) Top Chord: 1 Raw .9.25" O.c. Bot Chord: 1 Row .12.00" o.c. Webs : 1 Row . 4" O.c. Use equal spacing bet.-een rows and stagger nai Is in each row to avoid splitting. 120 mph wind, 20.31 Ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in rooF, CAT II, EXP C, wind TC DL_4.2 psF, w,nd BC DL=5.0 psf. Wind reactions based on MWFRS pressures. LeFt end vertical exposed to wind pressure, Deflection meets L/180 criteria for rlexible wall coverings. Truss designed For unbalanced snow load using 0.00 windward ractor and 1.50 leeward Factor. In I leu of" structural panels use purl ins to brace TC . 24" DC. Trusses to be spaced at 38.0" OC IIIZIximum. Def"lection meets L/240 live and L/180 total load. Plates sized f"or a minimum of 2.40 sq.in./piece. 3X4111 Shim all supports to solid bearing. 7-1 -8 11I1 ~ 4 3X6~ 83 2X4111 6X8= 4X6(A1)= I 17-1-8 . 11-6-0 I Ie 22-4-8 Over 2 R=2546 U=430 11I=5.5" I 5-3-0 I 10-10-8 .. Supports ~l R=2451 U=862 11I=5.5" PLT TYP. WAVE Oesign Crlt: TPI-2002(5TO)/IRC Cq/RT-1.00(1.25)/10(0) ......,.... TRUSSES RHlU'RE EllTREIlE: CARE IN FAIlRICATllIfI. ~I!IG. SH'PPIIIG. '!lSTALLI!IG AND tIIlACltrIG. REFER TO 1lCS' (IIUILD'NG COFONUT SAFETY INFO_TION). PUllL'SHED BY TP' (TRUSS PlATE INSTIT\.I"T"E. 218 ~LEESTREET.SUITE31Z.ALEXA_'A.VA.2Z3H)AND.,.c.o.(-.oDPTRUsScotINCILOI'AIlER'c.o.. 6300 ENTERf'RISELANE,IMPISON,.1 53719)FORSAFETYPRACT'CESPIl'ORTOPERFORllINGTlIESEFUNCTll1f1S. l>>ILESS OlllEn,SE 'NP,c.o.TEPTOPC/lCJRPSHALLIlo\VEPIlOPERt.YATTACIIElISTRIlCTURALPAIlf:LSANDIlOTTOIICHOROSHIILLHAVE APROI'f;RLYATTACHEORIG'OCEIUNG_ NV/-/1/-/-/-/F TC LL 40.0 PSF TC DL 10.0 PSF L 10.0 PSF 8C LL 0.0 PSF TOT.LD. 60.0 PSF DUR.FAC. 1.15 SPACING 38.0" I1W Building CompotHlrla Group, Inc. EarthCity,M063045 ..I~AMT..FURN'SH A COPY OF TlIIS DES'GN TO TIlE 'NSTAU/<TUlN CONTliACTOR. 'TW BU'LPltrIG Cl:W'ONENTS GIlOIF. INC.SHAl.LNOT8ERESPOIIS'IIlEFORMNOEVIATlllfI~TH'SPESIGN;INfFA'LlIIIETOIlUILDTHEl1lIISS 'IICONF-.....cE:.ITHTP':ORFAIlR'C'O'TlIIG.HANDL'NG.SH'PP'trIG.INSTAUING.ltIIlACINGOFltlUSSES. DES'GNCOIIFORIIS.ITHAPPL'CAtrUPROV'SIONSOFNOS(NATlONo\LOES'GIISPEC.BYAF.lPA)NIIlTP'. ALPINE ~CTOIIPLATESARE_OFZO/18/16&A(II.H/SS/K)AS"'A653GRADE~/60(II.K/H.SS)GALV.STEEL.APPLY PLII.TES TO EACH FACE OF l1lIISS ANll. UIil..ESSOTHEnlSE LOC.IITWONTH'SOES'GN. POSITION PER llllAlUNGS 16OA_Z ANY1NSPECT,lIfIOFPUl.TESFOLLOIIE08V (;) 5HALL~PERANNExIl.3OFTPI1_2ClDZSEC.3. A SEAL lIfI THIS DRq'JIG IND'CATES ACCEPTANCE OF PlIOFESS10N0\L ENG1"EtRING RESP()fjS'8IUTY SOLELY FOR THE TRUSS COIIPONENT OESIGN_. THESUITAflIL1TYANDUSEDFTH'SCOII'ONEWTFOIIAIIV1IU'LD'NG'STHERESPuNsIB'Lll'IOFTHE BU'LD'NGDESIIiNERPERAIIS'/TP'1SEC.2. 19- -8 Sea I e =. 125" /Ft . REF R219-- 17480 DATE 02/09/07 DRW MOUSR219 07040016 MO-ENG BAF/8AF SEQN- 66894 FROM KF JREF- 1T4Q219 Z01 TlIIS O'IG PREPARED FROM COMPUTER INPUT (LOADS &r DIMENSIONS) SllBIIIITTED BY TRUSS MFR. (259515-HUOSON CITY SAVINGS BANK -- -.NEEDS APPROVAlS.- _ T-1A STUB TRUSS LEFT) Top chord 2x6 SPF #1/#2 Bot chord 2.6 SPF 16S0'-1.SE lebs 2.6 SPF #1/#2 :'1 2.8SPF(S) 1950'-1.SE: :13. 14 2.4 SPF Stud: SPECIAL lOAOS ------(lUUBER OUR.FAC.=1.15 / PLATE OUR.FAC.=1.15) TC From 72 PlF at 0.58 to 72 PlF at 10.96 8C - From 19 PlF at 0.58 to 19 PlF at 10.96 Be - 470 LB Cone. Load at 2.47, 10.96 8C 235 l8 Cone. load at 3.89. 5.30. 6.72, 8.13, 9.54 120 .ph wind, 24.27 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC Dl=4.2 psf. wind Be DL=5.0 ps'f. Wind reactions based on MlFRS pressures. Right end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. Trusses to be spaced at 16.0" OC maximum. Deflection meets l/240 live and L/180 total load. Left end vertical not exposed to wind pressure. Plates sized for a minimum of 2.40 sq.in./piece. 2X4111 4X64- 18- -8 7-1 -8 7- -0 11 2X4111 r~-11-8 Over 2 Support~1 R=1287 U=524 W=5.5" R=1831 U=742 W=5.5" PlT TVP. WAVE Design Crlt: TPI-2D02(STD)/IRC C /RT=1.00(1.25)/10(0) ........... TR\JSSfS REQUIRE E~EIIE CAllE III FABltICATlON. _DUNG. SHIPPING. "ISTALLING AND IlRACING. REfERTOIlCSI (1IUILDlllGco.-cwEItTSAFETYIIlFORllATlONl. PlJIILISIIEt>IIYTPI (TRlJSSPlATE lI15T1TUTE. 218 ~LEESTREET.SUlTE312.ALEXANIIRIA.VA.22314)AHDI'TCA(.xJO TRUSS COUNCIL ~ IllIIElUCA. 63Dll EIITE_ISE LANE, JU.DlSON. _I S3719) FOR SAFETY PllACTIClOS PRIOR TO Pt'RFllIllIIING THESE fUNCTIONS. IJlfLESS OTHE:RIIISE IIlDlCAUD TOP CIlllllCl SHALL HAVE PllDPERLY ATTM:HE:D STRUCTURAL PIUELS A~D OOTTOII CHORD SHALL HAVE A PROPl'RLYArrACHED RIGID CEILING. NV/-/l/-/-/-/F TC II 40.0 PSF DL 10.0 PSF Dl 10.0 PSF BC II 0.0 PSF TOLlD. 60.0 PSF DUR.FAC. 1.15 SPACING 16.0" 1TW Building Compo"" GroIJA 'tic.. Earth City, MO 63045 ...""YAn.OfURflISH A COPY (If' THIS llESIGN TO THE IHSTAL.LATlOH CONTRIU:TDR. IT-. BUILDING ~ENTS GIlDUP.INC.SHALLNDTIlERESF'OI\'SIILEFORNt'fOEVIATIONFllDIlTHISDES'GN,lUIVfAILUIlETOIlUILDTHETRlJSS III COHFORIIAIIICE.,TH TPI, OIlFABltlCATlIlG. HANDLING. SHIPPING. IflSTALLlNG.IlRI\CIIlG~TRvS:;ES. OESIGNCIlHl'OIlllS.lTHAPPLICl.aLEPROVISIOMSIWNDS (IlATlONAl.OESIGNSPEC, BYAFM>A)AlfDTPI. ALPIIlE COHNECTOIl PlJITES ARE IlIADEOF Ul/'8/16GA (..HISSIlI) AST-.A6UGRAOE 40/80 (.. K/H.SSl GALY. STEEL. API'I.-Y PlATESTOEACHFACEOfTRUSSANll.UNL.ESS~ISELOCATEl)ONTHISDESIGN.POS'T10lfPER_INGS16OA_Z. ANY IIlSPECTrOlf OF PlATES fOLLOIIEDBY (i) SHALL lIE KR_EX oUOFTPI1_.woo SEC.3. A SfAL OH THIS OIl....'NG 1000lCATES ACCEPTANCf: Of PtIOfESSlllNALENGUlEEll'NGRESPOHSIIIIUTY SOLHY FOIl THE Tll\lSSCOllP(lr.IEItT OESIGN_. THESUITABllITYAMlUSEOFTIlISCOIFONENTfOllA~YBUILOINGISTHERESPONS'lllLITYDfrnE BIJILDINGDESIGNERPERANSIITPI'SEC.2. Scale =.135"/Ft. REF R219-- 17481 DATE 02/09/07 DRW MOUSR219 07040017 MO-ENG BAF/BAF SEQN- 154671 FROM KF JREF- lT4Q219 ZOl THIS D'IG PREPARED FROM COIIPUTER INPUT (lOADS Ir DIMENSIONS) SUBMITTED BY TRUSS MFR. (259515-HUDSON CITY SAVINGS BANK -- **NEEDS APPROVALS*. - TG-4 1 PLY GDR) Top chord 2x6 SPF '11#2 Bot chord 2x6 SPF 1650f-1.5E :83 2x6 SPF 2100f-1.8E: Webs 2x4 SPF Stud :W1, W2, .3 2x6 SPF '11#2: :W8 2x4 SPF #11#2; :Rt Wedge 2x4 SPF Stud: SPECIAL lOADS ------(lUUBER DUR.FAC.=1.15 I PLATE DUR.FAC.=1.15) TC From 19 PlF at -17.13 to 19 PlF at -8.64 TC From 86 PLF at 0.00 to 72 PLF at 8_96 TC From 72 PLF at 8.96 to 72 PLF at 17.13 Te From 67 PLF at 17.13 to 67 PLF at 22.38 BC From 19 PLF at -11.50 to 19 PLF at -5.84 BC From 32 PLF at 0.00 to 19 PLF at 6.17 BC From 19 PLF at 6.17 to 19 PLF at 11.50 BC From 13 PLF at 11.50 to 13 PLF at 22.38 TC 260 LB Cone. load at 3.94, 7.77, 11.61, 15.44 BC 520 LB Cone. Load at 0.00 BC 260 LB Cone. load at 3.83, 7.67. 11.50 120 mph wind, 20.31 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere In roof, CAT II. EXP C, wind Te DL=4.2 psf. wind BC DL=5.0 psf. Wind reactions based on MlFRS pressures. Left end vertical exposed to wind pressure. Deflection meets L/180 criteria for flexible wall coverings. (A) Continuous lateral bracing equally spaced on lllelllber. Trusses to be spaced at 16.0" OC maximum. Deflection meets L/240 live and L/180 total load. Shim all supports to sol id bearing. Plates sized for a minimum of 2 40 sq.in./piece. 2X4111 7-1 -8 11/1 ~ 4 7X85 83 2X4111 3X8111 3X6~ 4X10(A1)5 17-1-8 11-6-0 I I~ 22-4-8 Over 2 R=2612 U=915 11/=5.5" _1_ 5-3-0 ~ I 10-10-8 Supports ~I R=1679 U=588 11/=5.5" I" PLT TYP. WAVE Design Crit: TPI-2002(STD)/IRC Cq/RT=1.00(1.25)/10(0) ......1.... TllUSSES REQuiRE ElrTlIEa" Co\RE IN fABRICATION. HAMllING. SHIPPING. It<STALlING AND IIIUlCING. REFERTOIICSI(BUIlDING~SAFETYINFO_TION).puaLISHEOaYTPI{TRUSSPLATE'JtSTlruTE.218 ~ lEE STll[ET. SUITE 312. AlE~IA. VA. n3H) AMI WTCA c-xw TRUSS COU~Il OF .....ERICA. 6300 ElHEIIl'RISELANE.llADlSON..' 53719) fOR SAFETY I'RACTICES PRIOR TO PEItFOIWING TttESE F\lNCTIONS. UNLESS OTIlE..-ISElNOlCATEDTOPCHORDSHAllHAvEPROPERlVATTACHEOS1RUCTURAlPAl.:lSAIIOIlOTTllMCHORDSHAllHAvE A PROPERl-YATTACHEIIRIGlDCElllHG. rrw Building Compo""'" GtoUp. Inc. Earth City, MO 63045 ..IIPORTAJIT..f~ISH'" &OPV OF THIS DESIGN TO THE INSTAllATION CONTRACTIlIl I~ BUILDING ~ENTS GROIJP.INC.SHAllNllTIlEIlESPOIISI81EFORAlNDEVIATIONFRllMTHISDESIGN;AlNfAllURETOBUILDTttETRUSS IN CONF-.wcE .ITH WI: OIl FI\IlRICATlHG. HANIllIHG. SHIPPING. INSTALLING & BIlIICING OF 1RUSSES. DESIGN CONFOIIIIS.ITtt APPllCAIIlE PR<WISlllNS OF NlIS (NATlONAL lIESIGN SPEC. BY Af&PA) AIIOWI. ALPINE CONNECfOlIPl.ATESIUlEIMDEOFUl/18/'6GA (..II/SS/K) AS"A653GRAIlE~0/50 C-. K/H.SS) GAlV. STEEL. APPLY Pl.ATESTOEACHFACElIF1llUSSAIIO. lINLESSOTllERIIISElOCATEOONTttISDESIGfI.POSlTIONPERllllAIIINGS16OA_Z. ANYINSPECTIONOfPLATESFOll~DIJY(')SHAlL8EPER_EXA30FTPI1_2002SEC.3. A SEAL ON THIS ~INGIJlPlCATE:SACCEPTANCEOFPROFESSIONAlENGINEERINllRESPONSl8llITYSOlElYFORTIIETRUSSCOW'ONENT DESIGNSIIOIN.TttESUITA81lITYANOUSEOFTttIS~FOIlANYBUIlDINllISTHERESPONSl8llITYOFTHE BUIlDINllOESIGNEIlPERANSI/TPl'SEC.2. 2 NY 1-/1/-1-1-/F TC LL 40.0 PSF DL 10.0 PSF 8C DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 60.0 PSF DUR.FAC. 1.15 SPACING 16.0" 19- -8 Scale =.125"/Ft. REF R219-- 17482 DATE 02/09107 DRW MOUSR219 07040018 MO-ENG BAF/BAF SEQN- 159538 FROM KF JREF- 1T4Q219 Z01 (259515-HUDSON CITY SAVINGS BANK -- ..NEEDS APPROVALS.. _ TG-3 1 PLY GOR) Top ehord 2.6 SPF #1/#2 :T2 2.6 SPF 1650r-1.5E: Bot ehord 2.6 SPF #1/#2 :B1 2.6 SP 24oor-2.0E: Webs 2.6 SPF #1/#2 :11. W7. W8 2.4 SPF 5tud: :15. W6 2.4 SPF #1/#2: :It ledge 2.4 SPF Stud: SPECIAL lOADS ------(lUMBER DUR.FAC.=1.15 / PLATE DUR.FAC.=1.15) TC - From 67 PlF at 0.00 to 67 PlF at 5.25 TC - From 72 PlF at 5.25 to 72 PlF at 13.74 TC - From 72 PlF at 13.74 to 72 PlF at 22.38 BC - From 13 PlF at 0.00 to 13 PlF at 10.88 8C From 19 PlF at 10.88 to 19 PlF at 16.53 8C From 19 PlF at 16.53 to 19 PlF at 22.38 TC 260 lB Cone. load at 6.94. 10.77. 14.60. 18.44 8C - 260 lB Cone. load at 10.88. 14.71. 18.54 2X4"1 Be - 520 lB Cone. load at 22.38 R 3X6# 19- -8 3X64> 4X104> 3X4# 3X6# 2X4(A1)~ 3X8111 4X44> 2X4111 _ 3X6# 6X4(R) II~X8== 2X4# O"W-7_3_12-;J I 5-3-0 I "" 10:10-8 I~ 22-4-8 Over R=341 U=180 1=5.5" R=2094 U=733 1=5.5" 17 -1-8 11-6 0 3 Supports THIS DIIG PREPAREO FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind. 20.29 Yt mean hgt. ASCE 7 02. CLOSED bldg, Located anywhere in roar. CAT II, EXP C, wind Te OL=4.2 psf, wind BC Dl=5.0 psf. Wind reactions based on MlFRS pressures. Right end vertical exposed to wind pressure. Deflection meets L/laO criteria for f'lexible wall coverings. Trusses to be spaced at 16,0" ac maximum, Deflection meets L/240 live and L/laO total load. Plates sized for a minimum of 2.40 sq.in./piece. Shim all supports to solid bearing. 7-1 -8 ~I -I R=1858 U=650 W=5.5" Design Crit: TPI-2002(STO)/IRC C /RT=1.00(1.25)/10(0) ............. TlIIISSESllEQUlltEEKTllEIIECAItE IN FABRICATION, HANDliNG, SHIPPING,INSTALLlNGANDBRAC1NG. llEFEIlTOIlCSI (1lUILDIJIG~ErnSAFETYINFIlltllATlON).PUBLlSHEDBYTPI (lllUSSPL.I.TEINSTITUTE.21B NORT1lLEESTREET,SUITE31Z.ALEXANIIIUA.VA,ZZ3H)~~(.:KIO TRUSS COW/CIL OF .wEllICA. 6300 ENTEllPIUSE LANE. IWlISON,.1 53719) FOR SAFETV PllACTlCES PRIOR TO PEllFOIIIIUlG THE5+: Fl.WCTlONS. Ulll.-ESS OTJlEIIWISEINDICATEDTOPCIlOIlllSHALLHAVEPllOPEIlLYATTACHEOSTRUCTURALPAIIELSANOOOTTOIIC_DSHALLHAVE A PllOPER:l.Y ATTACHED lllGID CEILING. PlT TYP. WAVE NY/-/1/-/-/-/F TC II 40.0 PSF TC Dl 10.0 PSF 8C Dl 10.0 PSF 8C II 0.0 PSF TOT.lD. 60.0 PSF DUR.FAC. 1.15 SPACING 16.0" e......TAlITe.FUllNlstl A COPY OF THIS [I(SIGN TO THE INSTALLATION CO/4TIlACTCIl. IlW BUILDING COIIf'Ot4ENTS CllOUP,INC.SHALLIIIOTBEItESPONSIBl..EFOItANVDEVIATIONFROIIIT1IIS0C5IGN;NlVFAILURETOIlUILDTtlETltUSS IN~WITJlTPI:OItFAIlItICATlIIG.HANDl.IIIC.5HIPPING,INSTIU.L1I1G.IlllACINGOFTItUSSES. l)(SIGNCOIIf'OItIlSWITJlJ,Pf'LICAIIUPROV1SlllNSOFNDS(NATlllNALDESIGNSPEC. BYAF.P4)N<<IWI. 4LPINE ~CTlIRPl.ATBAREIMl)(0FlO/111/1l1GA(W.H/SS/K)ASTtlA653GR_40/60(W.K/H.SS)GAl.y.STEEL.APPLY PL,o,TES TO EAeH FACE llf'TRUss.vm. um.EsSOTHEIIWISELOCATEDONllllsDESIGN.POSITIOflPEROItAWINGS1601\_2. AIlV INSPECTIOflOFPLATBFOt.Lc.:OIlY (I)SHl.LLBEPEIl_EXA.'lOFWl1_ZOO2SEC.3. ,0, 5EIIL 011 THIS 0ItAW11IG INOlCATlS ACCEPTNlCEOFPROFESSlllNALEHGINEEllINGllESPllNsI81LITY SOULYFOllTHETllUSSCDllPONENT [l(SIGN_. TlIE SUITABILITY AMI USE: OF THIS COIIIPlJHENT FOR AAVllUlLDING lSTlfEltESPOIISI81LITYOF ntE BUILDING OESIGNER POt 1UlS1/TP1 1 SEC. 2. nw &llfdi"ll Com,oon81* Group, Irr~. Earth City, MO 63045 Sea I e = .125"/Ft. REF R219-- 17483 DATE 02/09/07 DRW MOUSR219 07040019 MO-ENG 8AF/BAF SEQN- 70846 FROM KF JREF 1T4Q219 Z01 (2S9S15-HUDSON CITY SAVINGS BANK -- ..NEEDS APPROVALS.. - TG-3A 1 PLY GDR) Top chord 2x6 SPF 1650Y-1.5E Bot chord 2x6 SPF #1/#2 Webs 2x6 SPF #1/#2 :W3. W4 2x4 SPF Stud: SPECIAL LOAOS ------(LUMBER OUR.FAC.=1.1S / PLATE DUR.FAC.=1.1S) TC From 72 PLF at 0.00 to 72 PLF at 2.32 Te From 72 PlF at 2.32 to 72 PlF at 10.96 Be From 19 PlF at 0.00 to 19 PlF at 5.12 Be - From 19 PlF at 5.12 to 19 PlF at 10.96 TC 260 LB Cone. Load at 3.19. 7.02 Be - 260 LB Cone. Load at 3.29. 7.12 Be - 520 lB Cone. load at 10.96 THIS DIG PREPARED FROM COIIIPl.ITER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS IlFR. 120 mph wind, 24.27 Yt mean hgt, ASCE 7-02, CLOSED bldg, located anywhere in roof, CAT II, EXP C, wind TC Dl=4.2 psf, wind Be DL=5.0 psL Wind reactions based on UWFRS pressures. End verticals exposed to wind pressure. Deflection meets l/180 criteria for flexible wall coverings. Trusses to be spaced at 16.0" OC maximum. Deflection meets l/240 live and l/180 total load. 2X4nl Plates sized for a minimum of 2.40 sq.in./piece. 1B- -B 7-1 -B 7- -0 2X4111 rO-11-a Over 2 Supports I e ~ R=10S0 U=434 W=S.S" R=1S0B U=624 W=S.S" PlT TYP. WAVE Design Crlt: TPI-2002(STD)/IRC Cq/RT=1.00(1.25)/10(0) ........... TllUSSES REQUIRE ElCTRElE CAllE III fAllllICATlOII, _DLI~, SHIPPING, INSTALLING ANP BRACIIIG. REfERTOlICS1 (IIUILDINGCOIWONEHTSAf8YINFOIlllATlOH), PUElI..ISHE!lBYTPI CTROSSPLATEINSTlTVTE.Zle ~HL€ESTIlEET.SUITE31Z.ALEXMIORI".VA.2231")AHD"'CA(WOOOTRUSSCOONCIL(lfAllERICA. 6300 ENTEllPRISELNtE,IIADISON,.1 S3719) FOR SA.fETY PRACTICES PRIOR TOPEIlfORllING THESE fUNCTIONS. UNLESS OTHtllI'ISEINOICATEOTOI'CHOROSHALLIlAVEPROPERLy"n"CHEOSTRUClVRALPANELSANOIlllTTOlICHOROStlALLIlAVE "PROPERLY ATTACHEO RIGIO CEILING. 1TW Build/fill Componem. GfOUP. Inc. Earth City. MO 63045 ...'-YMT.OfURNISH A COPY Of TH,S llESIGN TO THE INSTAU.,f,TlON COIfTRIU:TIIR. IlW EIUILOIIIG c..-oNENTS GROUP, INC.SHALLNOTBERESPOIISI8I.EfOllN<<OEII."TlONf_TtlISOESIGR,WifA'LURETOBUILOTtlETRUSS IN CllI\IfORllo\NCE WIW TPt, OR fABRICATING, KANOLING. SlHPPING. INSTALLING. IlRACING!If TRUSSES. OESIGN eor.IfORlIS WITH APPLlC"ILE PROVISIONS OF NllS (IIo\TlllNo\L OESIGN SPEC. BY Afa.1'A) AIlOTPI. "LPINE CONNECTORPLAHS"REIlADE0f20/1e/16G" (..H/SSIK) ASTlI1oli53GRAOE40/ao CW. KIH,SS) GALli. STEEL, APPLY PLATES TOE.o\CH f"CE!If TRUSS ANP. UNLESSOnlER'lISELOCATEOOHTHISllESIGN,POSlTIOHPERIlIlMIINGS16OA_Z. ANY'NSPECTlOllOFPLATESfOLL~OBY(')SIlALLBEPER_EX.u(lfTP'l.2002SEC.3. A SEAL 011 THIS OIl....'1IG INDICATES ACCEPT1.NCE Of PROfESSlllHAL UlGllIEEIltNG RESPONSIBILITY SOLELY FOR THE TRUSSCOllPONENT OESIGII_. THESUIT.uILlTYNIIlllSEOfTH'S~ENTFORANVIlUILOIIIGISTIlERESPOIISIBILlT'lOfTHE IIUILDINGOESIGNERPER.....SlI1PllSEC.2. NY/-/1/-/-/-/F TC II 40.0 PSF TC Dl 10.0 PSF BC Dl 10.0 PSF BC II 0.0 PSF TOLlD. 60.0 PSF DUR.FAC. 1.15 SPACING 16.0" Scale =.13S"/Ft. REF R219-- 17484 DATE 02/09/07 DRW UOUSR219 07040020 MQ-ENG BAF/BAF SEQN- 70852 FROM KF JREF- 1T4Q219 Z01 TOP CHORD 2X4 BOT CHORD 2X4 WEBS 2X4 PIGGYBACK D ET AIL #2 OR BETTER #2 OR BETI'ER NO OR BETTER REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE .IS NOT DlRECTLY OVER ANOTHER. PIGGYBACK BOTTOM CHORD MAY BE OMI'ITED. TRUSS TOP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPlJED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. THIS DETAIL IS APPlJCABLE FOR THE FOllOWING WIND CONDITIONS: 130 MPH WIND, 30' MEAN HOT, ASCE 7-02, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP C, WIND TC DL=5 PSF, WIND BC DL=5 PSF 110 MPH WIND, 30' MEAN HGT, SEe ENCLOSED BWG, LOCATED ANYWHERE IN ROOF WIND TC DL=5 PSF, WIND BC DL=5 PSF FRONT FACE (E,. ) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. ~ (4) 6d BOX (o.OggJc 2.",MIN) NAILS. ~2" RATED SHEATHING GUSSETS (EACH FACE) MAY BE USED IN LIEU OF TRULOX PLATES, ATI'ACH WITH (e) 6d BOX (O.099Jc 2.M,MIN) NAILS PER GUSSET. (4) IN CAP BC AND (4) IN BASE TRUSS FLAT TC. ATTACH VERTICAL WEBS TO 130 MPH WIND, 30' MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP. C, WIND TC DL=5 PSF, WIND BC DL=5 PSF A MAX SIZE OF 2X12 #2 OR BETTER A E E E E E E A E A E E 20' FLAT TOP CHORD MAX SPAN II B OP~ ~ Viic SPLICE B B D '(lQ Qr:! &. .dC B D SPLICE B '(lQ l!i. 1 &. .dC 2' '(lQ &. &1 &. IF n B '(lQ &. &. 1 & .me B'(lQ & &. &1 &. .dC B -TYP. & .dC . C 12 C 12 [.::7:: MAX . . . . . . +ATTACH PIGGYBACK WITH 3XB TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. .....ARNING.. TRUSSES REQUIRE EXTREME CARE IN F"ABRICATlNG,HANDLlNG,SHIPPING. IN STALLING AND BRACING. REFER Ta BCSI(BUILDING ClIMPONENT SAfETY INF"lIRMATlONl. PUBLISHED BY TPI<TRUSSPLATE fNSTITUfE. 218 NDRTH LEE STR" SUITE 312, ALEXANDRIA, VA. 2231~l AND "'TCA ("'000 TRUSS COUNCIL DF" AMERICA. 6300 ENTERPRISE LN.MADISON....I 53719lF"IJR SAF"ETY PRACTlCESP RllIRTDPERFDRMINGTHESE ,It<lCHlINS. UNLESS OTHER....ISE INDICATED, TlIP CHlIRD SHALL HAVE PRClf'ERLY ATTACHED STRUCTLRAL PANELS AND BDTTOM CHORD SHALL KAVE A PRlIPERLY ATTACHED RIGID CEILING nIMPORTANh_ FURNISH ClIPY OF THIS DESIGN TDINSTALLATlON CDNTRACTDR, ALPINE ENGINEERED PRODUCTS. INC.. SHALL NOT BE RESF'lINSIBLE F"lIR ANY DEV1ATtDN rRDM THIS DESIGN; ANY FAILURE TlI BUILDTHETRUSSINCQNFORHANCE....ITHTPllllRF"ABRICATING,HANDLING,SHIPPING.INSTALLlNGL BRACING OF" TRUSSES. lIESIGN CDNF"llRMS ....ITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BYKLPAlAND TP!. ALPINE ClINNECTCR PLATES ARE MADE OF" 20/18/16GA (....,H/SS/K) ASTM A65 3 GRADE ~0/60 (W,K/H.SS) GALV. STEEL. Af'PLY PLATES TlI EACH F"ACE IF TRUSS AND. UNLESS lIfHER...ISE LOCATEDONTHISOESIGN,POSITIlINPERORA....INGSI60A-Z. ANYINSPECTtllNDF"PLATESFlILLlI"'EDBym SHALL BE PER ANNEXA3 lIr TPI 1-2002 SEC. 3. A SEAL ON THIS DRA"'ING INDICATES ACCEPTANCE DF" PRlIrESStDNAL ENGINEERING RESPlINSIBILITY SOLELY FlIR 1I-E TRUSS COMPONENT DESIGN SHO....N, THE SUITABfLlTY AND USE OF" THIS ClIHPQNENT F"lIR ANY BUILDING IS THE RESF'lINSIBILlH OF" THE BUILDING DESIGNER.PERANSIITPIISEC.2. ALPINE ENGINEERED PRODUCTS. INC. POMPANO BEACH. FLORIDA A'ITACH TRULOX PLATES WITH (B) 0.120" X 1.375M NAILS, OR EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART REQUIRED BRACING WEB LENGTH 0' TO 7'9' NO BRACING lx4 ~T BRACE. SAME GRADE, SPECIES AS WEB 7'9M TO 10' MEMBER, OR BETTER, AND 80~ LENGTH OF WEB MEMBER. ATI'ACH WITH ad BOX (0.113''>:: 2.5ft,MIN) NAILS AT 4" OC. 2x4 T BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 80~ LENGTH OF WEB MEMBER. ATI'ACH WITH 16d BOX (0.135''X 3.5~,MIN) NAILS AT 4" OC. * PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATIACH TO SUPPORTING TRUSS WITH (4) 0.120ft X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' DC OR LESS. 000 000 0 0 0 0 0 000 000 0 0 0 0 0 I B" DRAWINGS 634,016 MAX LOADING 55 PSF AT 3 DUR. F AC. o PSF AT 5 DUR. FAC. 47 PSF AT 1.15 DUR. FAC. PACING 24.0" REF DATE DRWG -ENG o } I o o o B34.017 & B47.045 PIGGYBACK 11/1/06 PIGBACKBII06 DLJ/KAR PIGGYBACK DETAIL 100 NPH WIND. 30.00 PI' MEAN HGT. ASCE 7-02, CLOSED BLDG. LOCATED ANYWHERE IN ROOF. CAT II. EXP C. WIND TC OL=5.0 PSF, WIND BC DL=5.0 PSF. NOTE: TOP CHORDS OF TRUSSES SUPPORTING PIGGYBACK ANCHORAGE TO PERMANENTLY RESTRAIN PURUNS. DETAIL A FLAT TC BRACING PER ENGINEER'S SEALED DESIGN DETAIL B 80 MFH WIND. 30.00 FT MEAN HGT. SEC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. CAP TRUSSES MUST BE ADEQUATLY BRACED BY SHEATHING OR 100 MPH WIND, 30.00 IT MEAN HGT. ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP. C, WIND TC OL=5.0 PSF, WIND BC OL=5.0 PSF. PURLINS. PROVIDE DIAGONAL BRACING OR OTHER SUlTABLE TOP CHORD <= 12' I ~ PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) IOd COMMON (O.148~x3") NAII.$. * 12" MIN RIGID SHEATHING OVERLAP WITH ad COMMON (0.131 "x2.6") OR GUN NAILS IN OVERLAP ZONE SPACED AT 4" O.C. PIGGYBACK CAP TRUSS TOENAILED TO AU. TOP CHORD BRACING WITH (2) 10d COMI/ON (0.148''x3") NAILS AND SECURED WITH 2X4 #3 GRADE SCAB (1 SIDE ONLY) ATTACHED WITH 10d COMMON NAILS AT 4" O.C. DETAIL C CAP TRUSS TOENAILED TO TOP CHORD BRACING AND SECURED WITH 3X8 TRULOX PLATES (EACH FACE) AT EACH END AND AT 1/3 POINTS. CIRCLED NUMBER INDICATES REQUIRED NUMBER OF 0.120" X 1.375" NAILS PER FACE. SEE DRAWING 160TL FOR TRULOX INFORMATION. ......ARNING.. TRUSSES REQUIRE EXTREME CARE IN fABRICATING. HANDLING. SHIPP]NG. INSTALLING AND BRACING. REfER TO BCSI(BU]LDING CDHPONENT SAf[TY INrIFMATlIl'l).PlJBLISI-ED BY TPI<TRU SSPLATt INSTlrUTL 218 NlJRTH LEE STR.. SUirE 312. ALEXANDR]A. VA. 2231.U AND ....TCA (....OOD TRUSS COUNCIL or ANERICA.63DDENTERPRISELN.HADlSON.....153719)fDRSAfETYPRACTlCESPRIORTDPERfORMINGTHESE fUNCTlONS. LNLESS OTHER....ISE IND]CATED. TOP CliIFD SHALL HAVE PRlJ'ERLY ATTACHED STRUCTl.RAL PANELS AND BOTTON CHORD SHALL HAVE A PR[]f'ERLY ATTACHED RIGID CEILING. "IMPORTANT" FlRN]SH COPY or THIS DESIGN TO INSTALLATION CCNTRACl[R ALPINE ENGINEERED PRODUCTS. INC., SHALL NOT BE RESPONSIBLE tOR NlY OCV]ATlON rROM THIS DESIGNI ANY rAILlRE TO BUILD TIoE TRUSS IN C[NrQRHAN(:E ....lrH TPIJ IF FABRICATING, HANDLING, SHIPPING. INSTALLING' IlRACING or TRUSSES. DESIGN CONr[JlMS ....lTH APPLICABLE PRllVlSIONS or NDS (NATIONAL DESIGN SPEC. BY Afl.PAl AND TPI. ALPINE CONNECTOR PLATES ARE HADE or 20/18/16GA (....,H/SS/IO ASTM A653 GRADE 40/60 C....,I<:IH,SSl GALV. STEEL. APPLY PLATtS TO EACH FACE or TRUSS AND. UNLESS OTHER....ISE LOCATEDllNTH]SDESIGN.PDSlTIONP(RDRA....INGS]{,OA-Z. ANY INSPECTlOH or PLATES rOLLO....ED BY (Il SHALL BE: PER ANNEX AJOr IPI]-2002SEC. J. A SEAL IJN THIS DRA....ING INDICATES ACCEPTANCE or PR!TESSIONALENGIt€ERINGRESPONSIBILlTYSOLELyr[JlTHETRUSSC[1'4PONENTDESIGNSHO....N THE SUlTABILITY Nlll USE Of THIS CllMPONENT rORANY IlUILDlNGTS THE RlCSPONSIIlILIT YOf THE BUILDING DES]GNER. PER ANS]/TPI I SEC, 2 AlPINE ENGINEERED PRODUCTS, INC. POMPANO BEACH, FLORIDA \LAT TOP CHORD <= I 30' IN UEU OF TRULOX CONNECTORS, ALPINE 62PB SPECIAL PIGGYEACK CONNECTORS MAY BE USED. SHOP APPLY TOOTHED PORTION, FIELD A'Ii'ACH TO MATING TRUSS WITH (4) 0.120" X 0.375" NAILS MINIMUM EACH FACE. ~4) 8d COMMON NAILS (O.l31"X2.5") ~2: RATED SHEATHING GUSSETS (EACH FACE) MAY BE USED IN UEU OF TRULOX PLATES, ATTACH WITH (8) Bd COMMON NAILS PER GUSSET, (4) IN CAP BC AND (4) IN EASE TRUSS FLAT rc. DRAWING REPLACES DRAWINGS 581,670 & 961,860 FLAT TC BRACING PER ENGINEER'S SEALED DESIGN PSF REF PIGGYBACK PSF DATE 11/1/06 PSF DRWG PIGBACKA11 06 PSF -ENG DU/KAR 10. MAX 60 PSF 1.15 24.0" APPLY TO EITHER SIDE OF WEB NARROW FACE. ATTACH WITH IOd BOX OR GUN (0.12S"x 3.".MIN) NAILS. AT 6" O.C. BRACE IS A MINIMUM S07. OF WEB MEMBER LENGTH CLB BRACE WEB THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. T-BRACINC OR L-BRACING: NOTES: THIS DETAIL IS ONLY APPIlCABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, HE-RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L- BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 I ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2XS 1 ROW 2XS 1-2XS 2XS 2 ROWS 2X6 2-2X6(*) SUBSTITUTION T-BRACE OR L-BRACE " T - BRACE L-BRACE SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH lOd BOX OR GUN (0.12S"x 3....MIN) NAILS. AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T-BRACE. L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGlNEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (I) SCAB TO EACH FACE OF WEB. ~ II......ARNINGIIII TRUSSES REQUIRE E~TREME CARE IN FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO acSl <BUILDING ClIMPlINENT SAFETY INnJRMATIDN). PUIlLlSHED BY TPI <TRUSS. PLATt rNSTlTUTE, 218 NORTH LEE STR.. SUlTE 312. ALEXANDRIA, VA, 22314) AND ....1C/\ (\o'DlIlI TRUSS COuNCIL OF ANERICA,6300ENTERPRISELN.MADlSClN.....IS3719lr[JRSAFETYPRACTICrSPRJ[JRT[JPERrDRHlNGTHESE "UNCTIONS. UNLESS DTHER....ISE INDICATED. TOP CHORD SHALL HAVE PROf'ERLY ATTACHED STRUCTLRAL PANELS AND BOTTON CH[RD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING __IMPORTANT__ FLRNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC.. SHALL t,(JT liE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN! ANY FAILURE T[J BUILDTHETRUSSINCONF[RMANCE.....ITHTPI!ORFAIIRICATING,HANDLlNG.SHIPPING.INSTALLlNGL BRACING OF TRUSSES. DESIGN COIIFORMS ....lTH APPLICABLE PROVISlDl'lS OF NDS (NATIONAL DESIGN SPEC. BY AFLPAl AND TPI. ALPIt€. CDIiNECTDR PLATES ARE MADE or 20/18/16GA (III.H/SS/IO ASTIoI A653 GRADE .(0/60 (Io'.K/H.SSl GALV. STEEL. APPLY PLATES T[J EACH FACE IJF TRUSS AND. UNLESS OTHER'W'lSE LOCATED ON THIS DESIGN,POSlTll1<lPER DRA'w'INGSI60i\-Z. ANY INSffCTlDNor PLATES FOLLDIo'ED IIY (Jl SHALL BE PER ANl'lEX A3 Dr TPl 1-2002 SEC. a A SEAL ON THIS DRAIt'It'lG INDICATES ACCEPTANCE or PRllf"ESSlDNAL ENC;INE:ERlflG RESPOl'lSIBILlTY SOLELY FOR THE TRUSS CDNPONENT DESIGN SHOIt'N. THE SUITABILITY Al'lD USE OF THIS COMPONENT FOR Al'lY BUILDING IS THE RESPtJNSl!l ILITYOFTHEBLlILDlNG DESIGNER,PERANSI/TPIISEC.2 ALPINE ENGINEERED PRODUCTS, INC. POMPANO BEACH, FLORIDA , SCAB BRACE THIS DRAWING REPLACES DRAWING 579,840 PSF REF CLB SUB ST. PSF DATE 11/1/06 PSF DRWG BRCLBSUBII 06 PSF -ENG MLH/KAR PSF