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Home My WebLink AboutMULT DOCS 2 - 12-00364 - LDS Rexburg 19th Stake - New Buildingl' I t ?"-x\r- tl llIntelliKnight 5808 lnstallation Manual 3.6.1.1 Current Draw Worksheet for SK SLC Devices Use Table 3-2to determine curent requirements during alarm/battery standby operation when SK SLC devices are installed. You can install up to 99 SK detectors and 99 SK modules. (Copy the page if additional space is required.) Table 3-2: Current Draw Worksheet for SK Devices Device Number of Elevices Current per Device Standby Gurrent Alarm Curent for e:!cn oevlce use mrs lormua: I n$ column x I nls @lumn = uwrent per number ol devlceS. Fire Panel /Crrrrenl dmw finm hxteru\I Standbv: 170 mA l70mA Alarm: 32JmA 325mA Addressable St C Derccron SK-Photo \L "7 (99 max.)l Standby/Alarm: 0-27 mA 7.zJ na 3.zl mA SK-Photo-T mA mA SK-Ion mA mA SK-Heat d-5+nA o-<q mA SK-Heat-HT mA mA SK-Beam (without integral test)sLc standby/ Alann: 2mA SK-Beam-T (with integral test)s SLC btandby/ Alarm: 2mA SK-Duct6 sLc JEmOOy/ Alarm: 0.27 mA mA mA SK-Acclimate Standby/Alarm: 0.3 mA mA mA t(-Heat-KUK mA mA lr I Before you Begin Instatting Tabte 3-2: Current Draw Worksheet for SK Devices Device Numberof Ilevices Cunent per Device Standby Gurrent Alarm Curentnuuressann silrEElill-- SK-Control SK-Monitor SK-Minimon II I I IL 4 III IFIFl, (99 max.)l sLc Sladby/ 0.3Z5mA Alarm: 0.3Z5mA mA rnA Aux. Power standby l.7mA mA AIarm 7mA mA Standby/Alann: 0.375 mA 4.{ mA 4.{^^ s K-Pull-SA/SK-pull-DA mA mA 1,5 mA 1.5 ma5K-Monitor-2 standby/Alam: 0.75 mA nA mA ;F mA Standby/Alarm: - fSma Standby/Alarrn: 1ljffi rnA SK-Control{ sR4.eiay- SK-Zone sLc Standby/ 2.25mA Alarm: 2.2SmA InA mA auxpwr lsandbv/ 8mA lAlann: ZAnA mA mA ttandby/Alann: 0.255 mA mA MA \ux Pwr standby 12 mA mA Ararm 90 mA mA ;LC Standby/ Alarm 0.27 mA mA mA SK-Zone{rux Pwr )tandb5/ 50mA I mA Alann 270mA mA ouuF tr Standby/Alarm 2 mA mA mA B5OIBIIF2 Sounder Base (99 max) Aux Pwr titandby: I rr|A mA Alann: lsioA-mA R??4RR R.t.., srr Alarm: 0.7mA MA Standby/Alarur: OSil MA MA mAAlarm: TJnARAt00zAtann: l0 mA mASl,r-^ Isolaton Devices SK-Iso (Isolaror MAtGt- ffi (100 max.)Jfan<lbylAlarm: 0.45 nA MA mA Standby/Alarm: 0.5 mAAccessoris Mrvl"l*---- 5860 Remote Fire Alarm Anmrnciator (8 max)Standby zlrmA mA Alarm 25mA mASCZC Serial I parattdfdG-(l max.)Dtandby/Alann: 45 mA InA mAvu I vwsr Expanoer ffi l-(8mw<.)Standby/Alarm: lO mA 20 nA '2o ml Standby/Alann: tO noe mA mA 151274 3-7 f'lntelliKnight 5808 tnstaltation Manual c D E F G H I J l. Total does not include isolator devices or accessory bases.3' If using door holders' vou do not need to considerioor holder current for alarm,/battery standby, because power isremoved durine that iime ltoyeuii' J*itg""oil"i.p"*tion, a*i hou"".iJ*1i'"u,..nt and musr be incrirded in the6.0,q totat currenr thar "* b" Gr* ai.;'ih;"p#;i"4. U-serext size battery with capacity greater than required.5' sK-Beam-T draws a maximum.:f,:99:1 l"- Aroiliarypo*er gnty wlen the test feature is used. This should be f,f,:flft""T: when determining auiliarv po*". "upi"itv budnot calcuiatJ into'Iuo"ot."quirements for day to day 6' The SK-DUCT housins containY vacant mount for a sK-Relay (sold separately). current draw for the sK-Relay iscalculated by increasin! the sa-R"it;; ;f?t, Ja"uuuon sheer by on'e for eicrr SK-Relay used with a sK-Duct. Table 3{: Current Draw Worksheet for SK Devices Device Numberof Devices Current per Device Shndby Gurrent Alarm Current) 60)-{ LL,L, AnnuncrmT- (witlr reset and silence switches) (8 max.) Dunoby: 35 tiA mA Alarm: t45 mA mA 5865-3 LED Annunciator Standby: 35 mA nA Alarm: -------iAffif' mA 5880 LED VO Module Standby: 35 mA mA Alam: -----fmmA mA 5883 Relay Interface (32 max.) Standby: OmI mA Afamr: -----mtnA (22mAprrelay)mA Auxiliary Devicef Iotrl System Curren-Refer to devices manual for s tt( -rz 3511,78 lr rent raing. At:uuv)EmdDy: mA mA mA A lam/Standbta---------;I mA mA Alarm/Standby: mA mA mA Alarm/Standby: mA mA mAoNotification Apenan@ffi--Kerer m oevlces manual for cl rrent n|tmg. Alann:mA mA Alarm:mA mA AJarm:mA mA AIarm:mA mA -total curent ratinq of a' r^ Ct*'P mA 7oo nt 3{{ n^ O..L A o,'3st ^ \_. v. vvtvr rlr.a ,lrutrar[ilEr I, b).2)):LgH 4.e eu \r u! e@Prr, J mrnutes =.uuJJ hours)o.cv33H tu6t atafln Atl-'lotal Nmpcrc bo[rs required Add lines G and I.a O,oj A*t 4e3* 3-8 151274 l F ffi\3 KNIGHT rhese Instructions must be framed and disprayed next rorhe 5g0g paner in-11 by Honeywe r! accordance with NFPA 72fne"od1p.th;.r;;t;** Ararm sysrems.Test the slrstem in accordance to NFpA 72. I Operation r ;-:=. ,., --.r. :-:-:::=:-::.,.:-r]-=,,.-:=-_,=-=.- JaSk tO PUtfOtO .-'--..- iS,r-, ;. e Aia-irs ari j r r oubr- s ;_-.- ^-t-, .'_:--:= - ---.:-- .:.: :=--:=:=:=._-=-__ w2.z:!E wi&lt then rotate ,'re kev o.r.enter a code if prompted. when ttre Alarrn or lf .acl'0wledged aa fi wiu appear ir tir" uon*iruror display as sho,.r,n Berou,. Acknowledge o :ll o 0lol vEoal o II*l Y,2'//.z',;: Wlffi: thenrohle the kev or enre_., .^^o ,r*-^*]-;.'-r-..- y or enter a code if prompted. Lh i. Si,i[ir.E rj3tt.-, fr*3.F ,F,rllil,Tj,!:,::: ,: ,:,i#i,i'fi**1'0r'fl w Alarms, SuperviGEil the V or ,1 button to view Alarms, Supervisories, aad Troubles.'{&t" vress W?r. to access Main Menu, flen rotate the krpress ffito ,"t* tfrr"ro *ro. ey or etrter a code if prompted' Enter code if prompted, tlen press W&to selectFirehll. PressWb starr rhe fire drill. PressW,b end the fue dril1. w a Point's Status "@,r ' rress '!ii**, tO access Mai:r Menu, trren rotate the key or enter a code if prompted.Z. Then press W n sebctpoint Functions. Enter code if prompted, then press ffito serectpoint status. 4. Select the module tl:5. Enrer rhe oot,,"*i""r1evice is located on by using &e V or ,t. Then press ffi. Detector Sensitivity stepsltbrough5@ kT ) to view detector sensitivity. ?&i;r' rress **4r: to access Maia Menu, then rotate the key or enter a code if prompted. i 3:r:::ff.1_:"r"j11" rime & Date. Enrer a code if prompred. Make changes in the fields oo tfr" rooo *o"""rr*.W. Press W tt youwish to keep the changes. ry@ ro ser rhe enrered rime and date. e/Disableapoiat W. j ;::tj Yi#cess Main Menu, rhen rorare rhe key or enrer a code if prompted.L. r nen press F4 to select poiat Functions. Enter code if prompted, then press W n seLectDisable / Enable pt. Select the module the noiut is located on by using the p or A. Then pr"rrW.Enter the point number. View Event Hisrory 1. 2. w,&rress W" to access Main Menu, then rotate fhe key or enter a code if prompted,Press@ b select Event Historv. Press the V or A to view events in the history buffer. l.F'Fryr s 'i"? F, *,, [,r. ]'. :r ;#_. SKE-Series r VcEce Hvacuatien Svstem $'si*de! $KE-45S0 Model SKE-45O-ZN4 / ZN6 The SKE-Series Voice Evacuation System provirtes maximum flexibility to accomrnodate your voice evacuation requirements The SKE-Series Voice Evacuation system provides 50 watts of output power. The SKE-Series system consists of several different models, the SKE4.50, SKE-450-ZN4 or SKE-450-2N6. Each model has a built in Digital Message Repeater, power supply and a supervised microphone. All models have two alarm inputs, one triggered by reverse polarity and one by supervised dry contact trigger. The system supports 25 or 70.7 VRMS operation to accommodate most installations. The audio messages are field programmable via the built in microphone, through the line level input, or by downloading via the internet. The models SKE-450-ZN4 (w/4-zone splitter)and SKE-450-ZN6 (w/6- zone splitter) also contain a zone splitter capable of dividing the speaker output into 4 or 6 separate outputs. SKE-Series Voice Evac. System The SKE-450 and SKE-450-ZN4/ZN6 voice evacuation are activated when one of the two alarm inputs are tripped. When this occurs the control will output a pre-recorded audio message corresponding to the alarm input that was tripped. The repetition of the digital audio message and the selected notification output are completely programmable. The SKE-450-ZN4/ZNO comes equipped with a 4 or 6 zone splitter respectively, capable of dividing the speaker output from the amplifier into four or six Class B or Class A outputs. The zone splitter also has an All Call feature that will activate all speaker zones regardless of the individual toggle switch settings. Both models orovide seven visual indicators for, Speaker Trouble, Alarm, Microphone Trouble, Command 2 Trouble, Earth Ground Fault, Low Battery, and Power. Features . 50 watts of output power on a 25 or 70,7 VRMS speaker circuit. The speaker circuit can be Class A or B. Provides maximum flexibilitv for new or retrofit jobs. ' Downloadable Voice Messages via direct connect. lf you need a different message download it from the SK website free of charge! Digital Message Repeater -Built in to the SKE motherboard. No additional wiring to install makes setup fast and easy. Capable of storing three messages, messages one and two are built in messages of up to 30 seconds. Message three is field programmable and can be up to 45 seconds long. Digital Signal Processor -Processes digital quality audio, generates tones and provides control functions. Supervised Microphone -The built in supervised microphone provides system paging function and field message programming capability. Dead Front Cabinet - Provides protection for users, prevents tampering with system electronics. Dedicated relays-Built in form "C" relays for alarm and trouble increase flexibility and keeps installation cost down. Two Inputs-One reverse polarity input and one supervised dry contact input provides maximum flexibility. Built in system power is capable of operating the system and charging system backup batteries. The SKE-ZN4 zone splitter provides four Class B or Class A output circuits (50 watts each, max). The SKE-ZN6 zone splitter provides six Class B or Class A output circuits (20 watts per circuit, max). Both splitters provide paging by zone or all call. SKE-Series Voice Evacuation Listing/Approvals . UL Listed . MEA approval 429-92-E Vol. Xl . CSFM Listed SILENT KNIGHT by Honeywell SKE-Series I Voice Evacrlaticn System ; ic f $KS450 a nS lVl c C*131(f*t5t!- Z!'{4 Engineering Specifications The system shall contain a voice evacuation system to supervise and operate UL listed voice evacuation speakers. The system shall have a built in UL listed power supply. The system shall be capable of supoorting an optional UL listed zone spiirler that can be housed in the main voice corrirol cabinet. In addition, the sysiem will issue pre-recorded voice commands locally for purpose of evacuation. The system must support a minimum of two pre-recorded messages and have the capability of adding application specific messages through the use of a PC. The voice evacuation system shall have the ability to provide a supervised microphone for the purpose of audible local instructions that will override the pre-recorded messages. The system shall contain a dead front panel inside the enclosure to protect the circuitry from tampering and to protect the operator from hazardous voliages. Specifications OperatingVoltage: 120Vrms @6OHzl*230 Vrms @ 50Hz (*ask for HV version) Current Draw: Standby: Alarm: ZN4 Current Draw: Standby: Alarm: Flush Mount Dimensions: Height: width: Depth: Overall Dimensions Height: width: Total Depth: Operating Temp.: Humidity: Speaker Wiring 140 mA 590 mA 45 mA 250 mA (all channels) 24.75" (62.9 cm) 14.5" (36.8 cm) 3-7116" (8.73 cm) with 5/8" protruding 26-318" (67 cm) 17-3116" (43.66 cm) 4" (10.16 cm) 32" to 12O' F (0" to 49' C) 10 to 93% RH ZN6 Cunent Draw Standby: 35 mA Alarm: 120 mA (all channels) Dotted Une is return wires for classA (st$e Z) Superuision EOL Resistor and solid Une is Class B (Style Y) Superuision Optional Accessories SKE-V70 Module-Converts speaker circuit voltage from 25 to 70.7 Vrms. Cunent Draw: Stbndby 10 mA; Alarm:70 mA. SKE-SRM-Supervised remote microphone. Current Draw: Standbv & Alarm: 30 mA. Command 1 Wiring Dotted Line is class A (Style Z) Supervision Alarm polarity sho\Ml EOLResistorand Solid Line is for Class B (Style Y) Supervision SILENT KNIGHT This document is not intended to be used for installation purposes. We try to keep our product information upto-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 Silent Knight 7550 Meridian Circle Suite 100, Maple Grove, Mn 553694927. Phone: (800) 328-0103, Fax: (763) 493-6475. MADE IN AMERIGA FORM# 350794 Rev 8.12105 Copyright @ 2005 Silent Knightby Honeywell SKL'4s Table 9-1: Current Draw Calculations Ilevice Number of Devices Gurrent per Device Standby Current Alarm Current Main Control Panel I DtancDy: l4{, mA 140 mA Alamr: 590mA 590 mA SKE-ZN4 I Standby: 45mA mA Alarm: All Channels 250 mA mA SKE-ZN6 I Standbv: 35 mA mA Alarm: All Channels l20nA nA SKE-SRM I Stadby: 30 mA mA Alarm: 30 mA mA SKE-V70 I Standbv: l0mA mA Alamr: 70mA mA Currenf Subtotals:mA mA Notification llevices Referto device manual fornumbsof devices md curentratings. Full toad (50 wafls)* V?--{+'3 Alarm: q,5 2250mA 9t6 ",a Current Subtotals:I4D MA 1<t-le, mA Total current rating of all devices in system (add TOTALS OF A{) X .001:O. i*o A 1.55-A A Number of standby hours. (24 or 60 for NFPA 72, $aptrr l,l-5.2-5):.L.1 H Multiply lines C (standby current) and D:lbtal standby All 3 3t- ut Alarm sounding p€rid in hours. (For example, 5 minutes: .0833 houn)b.@F)?3H Multiply lines C (alarm current) and F:Ibtal alarm AII o,i5 AH Add lines E and G (AH: Ampele Hours)Total AH rcquircd 3,{t( AH * If less than 50 wat* are ased, calctiate 45 mA per watt. B c D E F G' H Section I Battery Calculation 9.1 Calculating Gurrent Draw and Standby Battery This section enables you to determine the current draw and standby battery needs for your installation (18 Ampere Hours maximum). Batteries larger than l8 AH will not fit into the main control cabinet, and must be housed in the RBB Accessory Baffery Cabinet. See Section 3.8.2 for battery installation. Lines A through D have been completed for you. Complete the remaining instructions in Thble 9-l to determine battery size requirements. 151267 9-1 s), \ Qlrr\* i; E SFffT1rff,f^a: ad E &_LE u t "-1"Sf ri*+ i:i{ i;Fg .,! {II ! ln luiz l*frIItg +-l-b\- :--r-*_1. ':)t/ 1n : f':t *"t;i''*'l; ,i- S+t:\t -l.. .: ,; lr lr T ih*1r.H ,11' ,-i* '"Field-selectable Emergency Communication Devices &t E fir SpectrAlert Adva n ce I i ne. "t- Plain or ALERI-printed white housings . Amber lens strobes and speaker strobes . Color lens attachmen8 for use with clear lens wall or ceiling strobes(See data sheet A\D500400) - Meets DOD specification requirements - Plugin design for simplified installation and troubleshooting . Mounting plate shoning spring easily tests wiring continuity - Automatic selec1tion of 't2- o( 24-volt operatio n at 15 and 15/75 candeia - Field-selectable candela setrin gs of | 5, 1S/75,30,75, gS, t 10, 115,135, 150, 177,185 (please refer to Equivalenr Candela Rating for UL1971 Table) . Rated from 32"F to 1 20"F (indoor devices); _40"F ro I 5 i "F(NEMA 4X, lP56 wearherproof devices) . Optional tamper-resistant Torx head screw - Compatible with System Sensor synchronization protocol SPEC-MTert ffi SpeckAlertAdvance,the broadest and most versatile line of notification devices available, includes a wide range of devices tomeet emergency communication application requirements. ALERT-printed on white housings, SW-ALERT, SWH_ALEFT, and SPSW-ALERT amber lens strobes and speaker strobes prwide visual signaling for emergency communication in compliance with ANSL UL 1638 - Standard for General Signaling 'r'isible Appliances. Other ALERT-printed models provide clear lenses for use with color lens strobe attachments iambEl blue, green, and red) that easily anach to strobe and speakerstrobe deyices withouta ondela deratino. In addition, SpectrAlen Advance emergency communication devices include plain (non-printed) strobes, horn strobes, and speaker srrobes.These devicel along ffth ALERT?rinted devices and SpectrAlert Advance accessorie, can meet a wide range of requirements for indoor and outdoor applications, including emergency communication, general signaling, severe weather, and emergency response. All SpectrAlen Advance emergency communication and general signaling devices are compatible with the entire SpectrAlert Advance line and include all the same time- and money-saving innovations. For example, plug-in designs simpli! installation and reduce costly ground faults; universal mounting plates with onboard shofting springs test wiring continuity to speed installation and protect devices from damage; and field-seleaable settingsprovide versatility and enable installers to quickly set each device to meet application requirements.H*,jffi-@*ffiil2.572lhdStatur 930863 Sreloa A 5/e*e SpectrAlert" Adva nce Specifications ff '*fr kl,ri;ffi trffi #trffi':$;:Y::T:Y:,7\:7r,:ffii{::ffi 6eneral SpeorAleri Advance strobes ancj horn sircbe: sha i; mount 10 r standard 4 x 4 x lyr-udlbackbox, 4-inch octagon backbox, or dauble-gang back box. Two- v,,ire p':Cucl s si ,.11 ;lso m :uni to a si,r.grc-gang 2>' 4 x 17 /t-it'rch back box. Soe ctrAlen Advance speaker strobes shall mounl lo a 4 x 4 x21/s1nch back box. A universal mounring plate shall be used for mounling ceiling and wall products. The notifrcation appliance circuit wiring and amplifier wiring shall terminate at the universal mounting plate. Also, SpectrAleff Advance products, when used with the Sync.Circuit* Module accessory, shall be powered from a non-coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts.\ then used with the Sync,Circuit Module, l2-volt-rated notificiuon appliance circuit outputs shall operate betrr',een 9 and 1 7.5 volts;24',tolt-rated notification appliance circuit outputs shall operate between i 7 and 33 volts. Indoor SpcctrAlen Advancc products shall operate between 32 and 120 degrees fahrenheit from a regulated DC or full-wave rectified unfikered power supply. Strobes, hornstrobes,andspeakcrstrobesshallhavefield-selectablccandclaseftings,including 15,15/75,30,75,95,110,115,135,150,177,and185. Strobe Thc srrobe shall be a Sysrcm Scnsor spcctrAlert Advarrcc Modcl - I;slcd to UL 197i (dcar lens strobcs) and shall be approved for fire protectjve service or shall be approved for fire protective scrMce as listed in ANSI/UL 1638 (amber lens strobes).The strobe shall bewired as a primary-signaling notification appliance and comply with the Amcricans with Dsabilities Act reguircments for visible signaling appliances, flashing ati llz ovef the strobeb entire operating volrage range.The strobe light shall consist ofa y,enon flash tube and assoaatcd lens/rcflector system. Horn Strobe Combination Jhe horn strobe shall be a System Sensor SpectrAlert Advance Model - lisrcd to UL 1971 anduL 464 and shall be approved forlire protective service.The horn strobe shall be Wred as a primary-signaling notification appliance and complywith the Americins with Dsabililies Act requirements for visible signaling appliances, flashing at 1 Hz over the strobe! entire operating voltage range. The strobe light *rall consist of a xenon flash rube and associated lens/reflector system.The horn shall have three audibility options and an oprion to switch between a temporalthreepattern and a non{emporal (continuous) patrern.These options shall be set by a muhiple position switch.The horn and horn strobe models shall operate on a coded or non<oded power supply. Speaker Strobe Combination The speaker strobe shall be a System Sensor SpectrAlen Advance Model - listed to UL 1480 and UL 1971 and be apprwed for fire protective signaling lystems Speaker shall be capable of operating at25.O or701 nominalVrms selected via rotaryswitdr,and shallhavea freguency range d 400to4ff0 Hz Speaker shall have power taps that are selected by rotary switch.The strobe shall comply with the NFPA 72 requirements for visible signaling appliances, flashing at 1 Hz over the strobe3 entire operating voltage range.The strobe light shall consist ofa xenon flash tube and associated lens/reflector system. Outdoor Products spectrAleft Advance outdoor strobes, horn srrobes, and speaker strobes shall be listed for outdoor use by UL and shall operate between minus 40 degrees and l5l degrees Fahrenheil The products shall be listed for use with a System Sensor outdoor/weafterproof back box with halfindr and three-fourthsindt conduit entries. Syndrronization fllodule The module shall be a Sysrem Sensor Sync.Circuit model MDL listed to UL 464 and shall be approved forfire protective seMce,The module shall synchronize SpectrAiefi strobes at 1 Hz and horns at temporal three. Also, while operating fie strobet rhe module shall silence the horns on horn strobe models over a singie pair of wkes.The module shall rnount to a 4r%e x41t/sx21/a-indt back box.The module shall also controltwo Sq'le Y (class B) circuits or one Style Z (class A) circuilThe module shall synchronize multiple zones. Daisy chaining two or more synchronization modulesrcgether will synchronize allthe zones they control. The module shall not operate on a coded power supply. Color Lens Strobe Attachment The S1,stem Sensor SpectrAlen Advance color lens anachmenr shall be approved for fire protecive seMce as listed in UL 1638. the len5 anadrments shall only be used with (plain non{re-printed) System Sensor strobe devices. Theyshali mount to anywall orceiling srobeand be rated fiorn minus3sdegrees to 151 degrees Fahtenheil Standard Operati nc Temperature 32"F to I 20'F K Series Operating Temperature --40'Fto 151"F l'iumidity Range l0 to 930/6 non-condensing (indoor models) Dimensions Wall-i4ou nt Strobe and Horn Strobe (including lens) 56'Lx4-7' Wx 2.5-D SPS Speaker Strobe 69" Lx5.0- W x4.7-D (induding lens and speaker) Dimensions Ceiling{4ount Strobe (including lens) 6.8'diameter x 25'D Nominal Voltaqe (strobes and hom strobes)Requlated 12 DOF\ryR or reoulated 24 DOFVA Nominal Voltaqe (speakers)25 V or 70.7 V (nominal) Maxirnum Sup€ryisory Voltege (speakers)50\DC Operating Voltage Range I to i 7.5 V (12 V nominal) or I 7 to 33 V (24 V nominal) Strobe Flash Rate 1 flash per second Speaker Freguency Range 400 to 4000 Hz Y4,Y2,1,2walts UL Reverberant (dBA @ 10 ft.}IW2W thw Wall-Mount sPS Series 62 Wall-Mount SPV Series 81 80 77 u81 doCeiling-Mount SPC Series AO5#57S2 90Ceiling-Mount SPCV Series UL Cunent Draw Data forUL 1971 e 'r7.5 \.ci'-: r\',1 ,- t irn Lisiec Carccl! f-]n l:):is R"tilg iui 1i3E) Eqcii\.aierlt cd F,.rri f i g iril UL 19ir i Prciili l:i'7'r5 t.!i2S L:, r, i.:C Candela Range 15/75*14)148 8177 t5/75 15/75 15/75 2430.309694NAhIA301 60t>153r58NANA75' 759595| lo181NANA95' 85202NA195NA110i101t0 90NANAil)I t)ztu 205 Hich r35 l-15NANA2282.07 I5)110 CandelaRange i50 NA 246 220 150 150 120 140177177251281NANA177 150185258786NANA185i85 tf ot€: UL i 971 is nor applicable to em dgency @mmunication devices, br,n these wc+e obl,ained using tfie measurement ptocedute uLt97l 8-17.5 Volts 16-33 Votts Dclnput 15 15/75 i5 1SlT5 30 Jemporal lligh B7 147 79 g0 107 176 Temporal Medium t5l 144 ttf11095 218212194 210201182IJT9780ov Temporal Low 20719893oo143154179 Non-Temporal Hiqh 14j tS2 91 100 116 tlb 229221201 216207187toJ1028575Non-Temporal Medium r33 145 152 Temporal Low 129 2011941Ur0r86/o '160 Non-Temporal Hish 142 161 ]03 112 l2ll8lt2b203 229 Non-Temporal Medium t34 t))216tmii095d)189 n8 Low 132 154 ttltbl10590801U 'i 6-33 Volts r.16-33 Volts DC i5:| f,!-185 FWR t55 150 lemporalHigh 245 ZSg 2gO 297 Temporalttigh 215 Temporal Medium 235 253 288 2g7 TemporalMedium 209 Temporal Low 232 251 282 292 Teqporal Low 207 Non-Temporal High 255 270 303 309 Non-Temporal High 255 248 Non-TemporalMedium 242 259 293 299 Non-TemporalMedium zl>232 Non-Temporallow 23g 2y 291 2g5 Non-TemporalLow 229 Candela Listed Candela Candela at -40"F A4T5 t6-33 24-Volt Nominal Switch Volts Volts Reverberant Anechoic Do not use beloray 32"F Position Sound Pattern dB DC FWR DC FWn DC FWR DC FWR I Temporal High 78 tB A U 88 88 99 98 Temporal Medium 74 74 80 80 86 86 % % 3 Temporal Low 71 73 76 76 83 80 94 89 4 llon-]emporal High 82 82 88 88 93 92 100 100 Non--Iemporal Medium 78 78 85 85 90 90 98 98 r35 Non-Temporal Low 75 75 8i 81 88 U % 92 150 150 71 Coded Hiqh 82 82 88 88 93 92 I0l l0l 8t Coded Medium 78 78 85 85 90 90 97 98 91 Coded tow 75 75 81 81 88 85 % 92 For K series products used at low temperatures, listed candela 177 185 ,t3|258 265 258z>u tf1 248 2>O 2/\281 262 267 256 262 Devices HornTonesandSound r5 15n5 30 44 70 177 177 ratings must be reduced in accordance with this table. rsettings 7,8 and 9 are not available on 2"Wire horn strobe N5457e Ordering Information '"-!it i-;;j:t:,,i: .,/-ALliti t{ obe, t,:inia: t cd,W r,r.e, A:. ; ;l^; e, Lr::'3 r,a2?-?<ilar'aa! a co, Rec, Cleat L,e\t Sranoard r.d, Whiie, Clcar Lrtrs SW-CLR-ALERT Strobc, Srandard cd,White. Clear Lens PC2W]+tliqh cd, White, Clear Lens 5CW{LfI-ALLHI Strobg Standard cd, Wfrit.e, Clear Lens Piain VJali Speai,.er Strcbes 5PsW-ALERT Speaker Strobe, Standard cd,While, Amber Lens 5PsW+Sundard cd. White, Clear lens 5PsCW-CLR.ALERT Speaker Strobe, Standard cd,White Clear Lens Standard cd, Red, Clear Lens SPSW-CI-R-AtFRT Speaker Strobe, Standard cd, White, Clear I ens SPSWH+High cd,White, Clear l-ens Piain \{lall Strobes 5P5RH.P High cd, Red, Clear Lens SR-P Standard cd. Red. Clear lens Standarcj cd, White, High Volume,Clear Lens SRH-P High cd, Red, Clear l-ens Standard cd, Red, Hiqh Volume, Clear Lens 5W-F Standard cd,Wlite, Clear Lens SPSWK.P Standard cd, White, Clear Lent Outdoot sWFi-P Hiqh cd,vlhite, Clear Lens SPSRK-P Sandard cd, Red, Clear LentOutdoor SRK-P Sondard cd, Bed, Ciear Lent Outdoor Plain Ceiling Speaker Strobes SRHK-P Hiqh cd, Red, CIear Lens, Outdoor SPSCW-P Sundard cd. White, Clear Lens Standard cd, Vvhite, Clear Lens, Outdoor sPsCWH-P High cd, White, Clear Lens SWFIK-P High cd,\thite, Clear Lens, Outdoor 5P5CW+White HighVolume, Clear Lens Piain CeilinE Strobe sPSCWI-|+Mite, High cd, HighVolume, Oear Lens Standard cd,Vthite, Clear Lens Colored Lenses Plain Wali Horn Strobes LENS-8 Wall+nount lens attachment, blue Standard cd, Red, Clear Lens LENS*Wall+nount lens anadrment, red Standard cd,Vl4rire, Clear Lens LENS.G Wall+nount lens af.Edment, green P2W.I-P Hiqh cd, White, Clear Lens LENS-A Wall+nount lens anadrment, amber P2RK-P Standard cd, Red, Clear Lens, Outdoor LENS-BC Ceilinq-mount lens afiadtment, blue P2RHK+High cd, Bed, Clear Lent Outdoor Ceiling-rnount lens attachment, reci Standard cd,Whfte, Clear Lent O{-,tdoor LENS-6C Ceiling-mount lens aEachment, green P2Wl.{K+Hiqh cd,Vlhite, Clear Lens, Outdoor LENS-AC Ceilino-rnount lens afiachment, amber llote: All-P models have a plain housing (no"FlRE'marking on cover). All outdoor units with a "|('designation in the part number include a weatherproof back box. All?LERT"models are printed as such. Note: For color lens iniormation see data sheet AVDS00400 SvsrswSercsorn'3825 Ohio Avenue - St Charles, lL 60i 74 Phone: 800-5EN5OW. . Fax 63G3774495 .illlgdcmffi ftod6*s]ffi sltdbdsge$ftd '&t/|'il gBE|ffitd @6 Fods dffi *,ts'ddxgrtFb6sm o{dsdd; tH M5782.7nl.lnt4 W"ffi&ffiffiffi PROTECT PROPERTY FROM THE ADVERSE EFFECTS OF TEMPERATURE E ffREMES TA-4(} f* *, rtr ? ermpe *'g f grg"e lffi * r* r'$"#tr - Activates any hardwire or wireless alarm system if temperature falls below +39"F (+4'C) - Very small size for unobtrusive appearance . Requires no power to operate - Perfect for homes, vacation properties or any anattended building ,r:T :::,i'j,ir:1*:";4. 't\t SPECIFSCSTTS'IfS triq, -4C T E lltt p * &"LERT' furtaCs 'lU.rtitgf Frg. Cotrtactnaftgr f&i idt"...: :.,::.... f.utatedd Cofiadopcnirgt€lrperaffn <39J'f x.5.4" J lry etr. g +7|to+lfffrllr+Ui$ , .. ,, . Yoltagc s to 2,[Y ffd]C. Greirt < 2011 nf, '' - ,,,, .1 ,, fti$t (iln "';t'' . En€nioG 2,f,',.f-',.55,(i.4or2orrl./|o) lc.{85g) btr{ft '.:..' : :'::::. :a.':,: 2:mholg(.165"da.) fartonof 12: I peund{a5b} f yearlnhed floorftrg ],t*"*tiry fdramt ', .":l8tougry .: tBSfldcnhd9fl{t 1950 Excel Drive Mankato, MN 56001 ra@4354269 fn MN:507625-7231 FlX:5O7-387-2488 www.winlandsecu rity.com viflNLANE} ELECTRONICS, INC. \#R6HST&fEEE CgffFLIAN? 021106 Winlard Eecaonics lnc Dol t{023 Bev. C (2/08) 5496 Intelligent Power Module A dynamic eombination of power and intelligence for your notification expansion needs, The Model 5496 Inteltigent Power Module by Silent lfuight is ttre most- powerful and mt-effective pouver suppty available today- ft delivers 6 amps of rptification appliance ciranit power and buitt-in syndrronization for appliances from Gentex@, System Sensor@, Faraday, AMSECO and Wheelock@ - rrvhat you need to drive power-hungry components like ADA notification apptiances. The 5496's advanced microprocessor design is years ahead of the competition. lts switcfr mode power supply design is up to 5O% more efficient than competitive linear mode power supplies- I-or ihe mosi sophisiicated and cost-efiective notification povrer supply available, you need Model 5496. Call Silenl Knight today for more information at FBAO M6-6444- . iJ aiTrps per Intelligent Porrer lUlodule The model 5496 is a 6 amp notifica$on povuer expander that provirles its own AG power connection, battery charging circurt" and backup bafiery for use with fire and secudty oontrols sr-rcfr as the Intellilft igfrt Model 58OB Fire Gonhol /Gornmunicator. Th€ 5496 b fte cost- efiedive solution for powering notification apdiances required by the Americans with Dsabilities Act (ADA). The 5496 has buift-in ANSI cadence patem, wtrich can rpgrade older control panels ttal lad( cadenoe capability. The Outrut circuits can be programmed as Notification eppftarrce Circuits, or as Arxiliary Porryer (confuurdle for, constant, resettable, or door holder porer). Features . UL Listed for 6 anps of notificalim po'vver . Power srpplt's advarrced svyitctl mode design reduces damaging heat and rnanages poyver up to 50% rnore effrciently than other systerns . Built-in syrrchronization for appliane from AMSECO, Gentelto, Faraday, Slstem Sensof, and Whe€lod<o . 24 VDC filtered drqrrt voltage . Four power-{imited notificatbn ouputs; 2 Class Aor4 Class B, or i Class A and 2 Class B . NACs are programmabfe as Nolification Appliance Gircuits, or as auxiliary pm'yer to be used as conslant, resetta.ble, or door hdderpower . Ground fault detdor . Communicates to the FACP via 4- wire SBUS (wire runs up to 60O0 ft) " AC loss delay qtion sl'uts offpower to non-essential high-cr:nent accessories like magmetic door holders . Lightweigftt de€ign adds to ase of installation and reducs sfrlpplrg costs . UL864,1481& 1971 Rsied . ANSI Cadence patem otJtrut capability bullt-in Specifications AC trpln I?oVACd27 A oulput Gurrent Staney Alarm Nofificalion/Aur Powercircuib: Outprrt configuralion: 24\rDCd6amps 40 mA 160 mA 4 2 C,lass A (Stfe Q 4 Oass B (Styl€ Y) (1 ClassAe 2 gass B) 3.O (6-0 anpslotd) n.1r,oz.7-3Vffi @ 3.O trnps eacfi, 4.7k* EOt_ re.sistor required on each Class B circrit 35.OAFl Anps per orrtprt drcu{l Notficalion circuitotfi.rl: Batfiery charging capadty. Itodel5496 krtdligenr Pouer Module ArnbientTernp.: t to 120'F (f to49 C Dirnen$rs: Approvals: UL csFtit 1225"Wx16'Hx f, D (30.88 crn W x4o.gcmH x 7.62Dcrn) )fiEAm&:Ertd.XV SILENT KHICHT by Hpner/*"'ell Firepower 5496 F}FsfrEfuuted Fewsr l!|E*dssle En gineering Specifications The contractor shall supply a power module compatible with the Silent Knight FACP. The power module musl have 6.0 amps of output power. The pcw:r r:rdule shall connect ic the niain FA.eP via an RS lg5 system brs (SBUS). The Outputs shall be programrnabie as Notification Appliance Circuits, or as Auxiliary Power (configurable for, constant, resettiable, or door holder power). The power module shall have four separate outputs. The power module RS 485 bus shall be optically isolated providing ground loop isolation and transient protection. { outpnts prrErammable as t'l=:iiratipn AFpl,enls S-eulspr cs Auxil4ery Pe"ler slttPut i CIuipt ? Orrt-pX 3 0g:F"..It d Gompatible FAGPs IntelliKnight 5700 IntelliKnight 5808 lntelliKnight 582OXL ggUS Cot'nfisnic€trcfi to a csnipdiHe Silent Kngl-d FACP l:rr.t, lie''r' Fsrr*r ++1 Ee [rrs$ramft]er1 !.4 b+ q*nttanl re$Eiia Jlg, ff t rjr.gt I'rGl.Jil' 0lrryl:r SlLEltiT KI{IGHT This document is not intended to be used for installation purposes. We ky to keep our produci infonnation qptodate ard accurate. We cannct cover dl Secific applicalions or anticipale a0 requirernens- Atl specificalions are srbiect to drange wifror.rt notice. For nrore informatinn" cor*act Silent Knight 7550 Mefdian Girde Sutte 100, Maple G,rorre, Mn 503694927- Phone: (800) 328-0103, Fax (763) 493{/.7s. ]trADE ITI AilIERIGA FORilt# 350387 Rev C,9/07 @2OOT ttuielywes Interndiond Inc.hy Hanel"r,ell Before You Begin lnstalling 3..L\-,-rc\ lq 2.6.2 Current Draw Worksheet 5.qq G "tr \ Fr:r each 5195 in the ir-:s:..rilal.ii:i, use this v'crkshe"Jt to deterrnine current requirements during alarmtbattery standby operation. (Copy this page if additional space is required.) A B l{C D E F G H I J Table 2'4: Gurrent Draw Calculation Worksheet Device Number of Devices Curent per Device Standby Current Alarm Current ror eactl aevrce use tn$Jonnwa:'Ihis column X 'I'his column Currenl per number oJ dewces. 5496 Intelligent Power Module (Cunent draw from battery) II Standby:40 mA 40 mA Alarm:160mA 160 mA 5496 Current 40mA 160 mA ,{.uxiliary Devices Refer to device manualfor arrenlratings. Alanr/Standby mA mA mA Alarm/Standby mA mA mA Alarm/Standby mA mA mA Alarn/Standbv mA mA mA Auxiliary Devices Current qmA E) nA N otilication appliances 'ZlL l4c')@Zc Alarm:?tO nA 0mA lboo me LV- t \o a.)"-1 Alarm:"z\L mA 0mA ,49q mA <.R- l<-.J 5 Alarm:"7| mA 0mA ?.t'<mA Alarm:mA 0mA mA Notification Appliances Current 0mA iq }f *A Total current ratings of all devices in system (line A + line B + line C)4{)ma 3 51'1 ^^ Total current ratings converted to amperes (line D x .001)O"o\D A 3,q,11 A Number of standby hours (24 or 60 for NFPA T2,Chapter 1, 1-5.2.5).z\+ H Multiply lines E and F.Total standby AII. .D,qb*l Alarm sounding period in hours. (For example, 5 minutes : .0833 hours.):o,og;jH Multiply lines E and H.Total alarm AII o,'3 NI Add lines G and L Total standby and alarm AH l.zG lrl 1 51 276 2.6.2 Current Dravu Worksheet Before You Begin lnstalling Qe-xL-,-1 tq ..\sqqt E z- A I C D E F G H I J Table 2.4: Current Draw Calculation Worksheet Device Number of Devices Current per Device Standby Current Alarm Current ror each aevrce use lllts lormun:TTis;V;m- --T' - TEE co6mn i..tx1 e l.l Et et' i : ili i i t,- l' t',' t d 9t'! a'l :. 5496 lntelligent Power Module (Cunent draw from battery) t Standby:40 mA 40 mA Alarm:160 mA 160mA 5496 Current 40 mA 160 mA Auxiliary Devices Refer to detice nnnualfor arrant ratings. Alarm/Standbv mA mA mA Alaru/Standby mA mA mA Alarrn/Standby mA mA mA Alam/Standby mA mA mA Auxiliary Devices Current PmA QnA Notifi cation appliances Refer to device inanaalfq anAntratings. )ZK \\ o er){Alarm: 'Z\2_mA 0mA frq3 eA >? L r4J til Alarm: 9C:mA 0mA \z.ij mA <L r<J ,L Alarm: *i )mA 0mA lLtLnA Alarm:mA 0mA ErA Notifi cation Appliances Current 0mA Zl to mA Total cunent ratings of all devices in system (line A + line B + Iine C)L4 O mrq.7716 mA Total current ratings converted to amperes (line D x .001):p, orl A z:t1 A Number of standby hours (24 or 60 for NFPA 7 2, Chapter 1, I -5.2.5).zr+ H Multiply lines E and F.Total standbv Afl -o1(an Alarm sounding period in hours. (For example, 5 minutes = .0833 hours.)o.633H Multiply lines E and H.Ibtal alarm AII rrl<it o.lq AH Add lines G and I.Total standby and alarm A"E (' t. i5 4H 151276 2-5 l--***a-" ffil@ffilation-and operatk*4,4a na at II I I I I I "_T___?.'r.q .' '-:,r i /r UIIK ty'etime Svstem Sensor CHW t/Chime CHSR t/r'2-Wire Chime/Srobe CHSW iR. ./r/2-Wire ChimeiStrobe t/t/Hom HW r'Horn HRK r'Horn P2R r/t/2-Wire Horn/Shobe P2R-P r/r/2-Wire Horn/Strobe PC2R 1/a/Z-Wire Horn/Strobe PC2R-P Q/r'2-Wire Horn/Strobe P2RH t/1/2-Wire Horn/Shobe High Candela P2RH-P r/Q/2-Wire Hom/Strobe High Candela PC2RH r'./2-Wire Horn/Strobe High Candela PC2RH-P t/1/2-Wire Hom/Strobe High Candela P2W r'r'2-Wire Horn/Strobe P2W-P r'r'2-Wire Hom/Strobe PCzW r'r'2-Wire Horn/Stobe PC2W-P r/t/2-Wire Horn/Strobe P2WH r'r/2-Wire Hom/Strobe High Candela P2WH.P r'r/2-Wire Hom/Strobe Hidr Candela PC2WH r'r/2-Wire Hom/Strobe High Candela PC2WH-P r't/2-Wire Hom/Strobe't{igh Candela P2RK r/r'2-Wire Horn/Strobe PC2RK t/t/2-Wire Hom/Strobe P2RHK t/t/Z-Wire Horn/Shobe Hieh Candela PC2RHK r/r/2-Wire Horn/Strobe High Candela P4R r'r'4-Wire Horn/Strobe PC4R t/r/4-Wire Horn/Strobe P4RH r'r/4-Wire Horn/Strobe High Candela P4W r/t/4-Wire Horn/Strobe 6*\ €epep----ryryp Selectable-Output Horns, Strobes, and Horn 5tr€lbes Spect rAle rt" Adva nce sel ecta b I e- outp ut h o r n s, st rob e s, and horn strobes are rich with features guaranteed to cut installation times and maximize profits. Features - Plug-in design with minimal intrusion into the back box . Tamper-resistant construction - Automaiic selection of 1 2- or Z4-valt operation at 1 5 and 1 5/7 5 candela - Field-selectable candela seftings on wall and ceilinE units: 15,15/75, 30, 75, 95, 1 10, 1 1 5, 135, 1 50, 177, and 185 - Horn rated at 88+ dBA at 1 6 volts - Rotary switch for horn tone and three volume selections - Universal mounting plate for wall and ceiling units . Mounting plate shorting spring check wiring continuity before device installation - Electrically compatible with existing 5pectrAlert proCucts 'Compatible with MDL sync module Aqency Listinqs MEAapproved i:*i:;;:X|ffiX' MilAtz$+ Cfr? rde) 7135{A5l iS lhr5, d!q6) r*S' *.-,": i #FF Gj- PEffi Thc SpcctrAlert Advance cerics offers the most versatile and easy-to-use line of horns, nrobes, and horn strobes in the industry. With white and red plastic housings, wall and ceiling mounting options, and plain and FIRE-printed devices,SpectrAlert Advance can meet virtually any application reguirement. Like the entire SpectrAlert Advance product line, horns, strobes, and horn strobes include a variety offeatures that increase their application versatility while simplifiing installation, All devicer feature plug-in designs wiih iirinimal intruslon into the back box, which make installations fast and foolproof while virtually eliminating costly and time-consuming ground faults. Furthermore, a universal mounting plaie with an onboard shorting spring tests wiring continuity before the device is insfalled, protecting devices frorn damage. In addition, fielci-selectable candela settings, automatic selection of 12- or 24*olt operation, and a rotary switch for horn tones with three volume selections enables installers to easily adapt devices to suit a wide range of application requirements. gGrlrs ^4. \-7u$st I klfnq +sn $.116 hsnrl 2{sr*j ffisls5st SpectrAlert Advance Specifications it:t t i,:;i N wa||products.ihentsrificatianas:p|ianceci|cUitwiJinEslrai|lcrrllirra:a1 the Sync.Circuit- Module accessory,shalllx poweredfrorn a nan-c.o<1ed natihution appliance circ,uit output and shall operate on a naminal 12 or 24 volls. Wfren used with the Sync{ircuit Module,l2-volt-rated notificatlon apolian(e crrcuit outputs shali operate between9 and 17.5 vdtstz44dwated nolificalion appliance circuit outputs shall operate belween 17 and 33 valts. lndoor SpectrAlen Advance products shall operate between 32 and 120 degreesFahrutheit from a regulated tX or full.wave recifred unfiltered power supply. Strobes and horn strobes shall have field-selectable candela setting5 including 15,15/75,30, 75, 95, 110, 1 15, 1 35, 1 50, 177, and 185. Strsbe The strobe shaf f be a System Sensor SpectrAler-t Advance Model - listed to UL 1971 and shall be approved for frre protective service. The ttrobe shall be wiredasaprimary-signa|irrgnotifrcationapp|iarteandconip|ywithttreAnteticartswi i Hz over the suobe's entire opaatingvd[zge tange Tlie suolx light shall consist of a xenorr fiastr tube and associated lenilre{leclor system. Horn Strobe Combination t he horn strobe shall be a Systern Sensor SpeclrAlen Advance Model _listed to UL 19/1 anC UL 464 and sfrall be apprwed for fire protective service. lhe homstr<-rbesha||bewhedasaprirnary-signa|kzgnati[|cationapp|ianceandcomp|ywiththefnerican5witliDisat-li|iesk appliances.fashingat,|HzctVelthestrobe3entireopefatingV0|ugerange,ihestrcibe|ighlsfra||consistofaxenonf|ashtubeandassociated|ens/teI|eor system-Ttretrorrrshal|havethreeaurJibi|ityoptianszrrdanopLionl05WtchbetWeL'na{ernpora|[hree-patternandanonelnpola|(con1i options are set ry a muhiple position switdt.On four*ire products, the strobe shall be powered independently of the sounder. The horn on horn slroLre models shall operate on a coded or non-coded pcwer supply. Synchronization Module The module shall be a Systern 5ensor Sync{ircuit model MDL listed to UL 464 and shall be approved for fire potective service.The module shall synchronize SpectrAlert strobes at I Hz and horns at temporal three. Alsq while operating the strobes, the module shall silence the horns on horn strobe models over a singf e pair of wires. The module shall mountto e 4'thrx 411Aox21/a-inch back box. The module shall alsc controltwo Style Y (cla55 B) circuits or one Style Z (dass A) circuitThe module shall synchronize multiple zones.Daisy chainingtwo or more synchronization modules together will synchronize allthe znnesthey control.lhe module shall not operateon a codcd powcr supply- Standard Operating Tempe.ature a,2"F to 12ffF (ffCto 4ECl Flumidily Range 10 to 93Vg non-condensing Strobe Flash Rate i ffash per second Norninaf voltaqe licgulatcd l2DCJfWRor regulatedz4 DrJFWR1 Operating \roltage Range'8ra 17.5V (l2Y nominal) or '16 to 33 V (24V nominal) TerminalWire Ceilinq-Mount Dimensions (including lensi lZra 18 A\l,lG 6.8'diamererx2.5"hiqh (173 mindiameterx 64 mm hiqh) Wall-Mount Dimensions (incluciinq lens)56"Lx4.7-W x25'D ll42mmLx l19mmw x64mmDl Horn Di;Tlensions 5b- Lx 4.7"W x 1.3- D (142 mm L x I l9 mm W x 33 mm D) Wall-{,,4ount Back Box Skirt Dirnensions {BE5-2" B!51&-2)5.9- Lx S.A-W x2.2- D 1151 mm L x 128 mm W x 56 mm D) Ceiirng-Mount Eack Bor Skirt Drmensrcns (BB3a-2, BLSCW 2;/.tr'diameie! x2.2-hiqh (180 mm diameter x 57 mm hiqh) Wall Mount Trir. Rinq Dir,ensisns (sold as a 5 pack) (TR-H5, TR\4' H5)5.7" L\4.8'W x0.35-D (145 mm L x 122mmw x9mmD], Ceiling-MountTrimRingDimensions(soldasa5pack)(TRC-H9.TRCW-HS) 6,9-diameterx0.35-high(lT5mmdiameterx9mmhigh) Notes: 1 . full Wave Rectified (F14ffi) voltage is e non+egulated, time-varying poy/er source that is used on some power supply and panel outputs. 2. P, 5, PC, and 5C products will operate at I 2 V nominal only for 15 ano 15/75 cd. UL Current Draw Data /l ) t-l tilLt iii1,)?(,,)/:) Candela fli:nge 1S/IS 142 71 81 lemporal NA Ierrrporal NA 158 153 Itlon-temporal High t76 Non-temporal r95 Nontemporal Low 41 210 Coded 695557Hiqh '.'''.-'-- i: High tJ)228 Coded Medium 5l Candela Range 150 246 Coded 17/251 185 NA NA 28b 258 8- 17.5 Volts 'i 6-33 Volts DC Input 15 1 q,/7q 15 't5/75 I tl110 Temporal High 137 718717194ia7147 Temporal Medium 132 2ta201182157 Temporal Low | )z 179t5477143 Non-Temporal High 201tlor00152 229 Non-Temporal Medium tJ)216/J145 207 Non-Tennporal Low tJl 144 21*201182156 FYfR lnput Temporal High 218210155168190 lemporalMediunr 129 t6)1Q3152 Iemporal Lovr 129 201i6076rql Nonjl-emporal High 203181r03142112tzo 229 Non-Temooral Medium 134 216189tobll0155 Non-Temporal Lcv'r 1059A154132 toi 1M 1 6- 33 Volts 16-33 Volts D€ lnput 133 t5u 'i 85 Fvr'R Input 150 177 t6) Temporal High Temporal High 215 231 Temporal Mediurn Temporal Medium 254 258 Temporal Low 207251Temporal Low l)l Non-Temporal High 255 270 Non]empcral Hiqh Non-Temporal Medium 242 Non-TemporalMedium 219 20/ Non-Temporal Low 238 295 Non-Ternporal Low 229 Horn Tones and Sound Output Data rxryK"ffiIfiffiiffi g-17 .S t 6-33 24-Volt Nominal Reverb€rant Anechoic Position Sound Pattern dB DC FWR DC FWR DC FVr'R DC FWR Temporal Higfi 78 78 84 U 88 88 99 98 Temporal Medium 74 74 80 80 86 86 96 % Temporal Low 71 71 76 76 83 80 94 89 Non-Temporal Hiqh 82 n 88 88 93 92 100 100 Non{emooral Medium 78 78 85 85 90 90 98 98 Non-Tenrporal Low /5 75 81 8l 88 84 96 92 7t Coded High 82 82 88 88 93 92 l0l loi It Coded Medium 78 78 85 85 90 90 97 98 l ow 75 75 Bl 81 88 85 %' 9?-g+ rsettings 7 ,8, and 9 are not available on 2*ire horn strobe F-4 t'4 r-: -:*- Ira*\ | Wall back box skirt Wail-mount horn strobes (eiling-mount horn strobes SpectrAlert Advance Ordering Information Wall !"i*!'n Strobes @ Ceiling back box r''u1 lcl{Clcl Ceiling Sirabes skirt Pztr' 2-Wire Horn Strobe,Standard cdi, Red sCR Strobe.Standardcd,Red P2RH. 2-Wire Horn Srrobe, Hiqh cd, Red sCRH Strobe,Hicrhcd,Red PzW 2-Wre llorn Strobe, Standard cd, White sCW' Strobc, Standard cd, White P2WH' 2-Wre Horn Strobe.l-liqh cd,While SCWH strobe, Hiqh cd,\rvhite P4ff +Wire Horn Strobe, Standarci :d, Red P4RH 4-Wre Horn Strobe, High cd, Red Horn, Red P4W 4-Wire Horn Strobe, Standard cd,White HW Horn,White Wall Strcbes Accessories SR*r Strobe.Standarci cd. Red BB5-2 BackBcxSkirt,Wall,Red SRH" Strobe, Hiqh cd, Red BBSW-2 Eact Box Skirt. Wall, Whire s\ry* Strobe,standardcd,White EBSC-2 BackBoxSkin,Ceiling,Red SWH* Strobe, High cd,White Ceilina Horn Strobes 8B5CW-2 Back Box Skin, Ceiling,White TB+15 Trim Rinq, Wall, Be,d PC2R* 2-Wire florn Strobe,Standard cd, Red TRWlls TrimRinq,WallWhite PC2RH 2-Wire Horn Strobe, Hiqh cd, Red TRC-HS Trim Rinq, Ceilinq, Red PC2V{'i 2-\lvire Horn strobe, standard cd, Whit€TRCW+|S Trim Ring,Ceiling,White PC2WH' 2-Wire Horn Strobe, l-liqh cd, Whae PC4R 4-Wre Horn strobe, Standard cd, Red PC4RH 4-Wire Horn Strobe, Hiqh cd, Red PC4W 4-Wire Horn strobe, Standard cd,White nlotes:* Md'+"to model number for plain housing (no f lRE"mafiing on <ovill, e.9, PZn+. t Add tSP'to model number forTU€GO" marking on cana, eg'P2R-!P. *"Stardard cd"rdssto strobs rhal inclvde 15,15/75,39,75,95, I l0,and I l5 cndela senings.'Highcd'tders to ttrobe5 d€l include 135, l50,l77,andl85 cstt&la settlngs t-$- Sgtcsga 3825 Ohio Avenue . 5t. Charle5. lL 601 74 Phone: 8C0-5LN5OR2. F ax 63C-37 7 1495 omth6k ttls #fdss tJrdb d4eerds^|r@ wtg}@@fq adsodjndttrn.rldrd{lgtrFkdEsdt tdetB w7.418,t2t32 by Honeywell ffi.Pu||-DAareasing|eactionordualactionaddressab|efirealarmpu||stationforusewith silent Knisht's rntelliKnighiri'e "ont'ot p"*t' -e"t'"m.elv easv l? T"l?9'll*I 't^1;"'*,111^tiiYLll^,^. ;,1,1fii}?::i,il:=::;J:::',,.u:;';;''i"^r"rrv initiatins a nre atarm sisnal. rhe lntelliKnisht panelrecosnizes each manual pull station by its specific addresi saving preciou, """oni" in determining the location of an alarm' Inteliigent Putl Stations For more information about the IntelliKnight system, or to locate you nearest source' please call 1-800-328-0103. Description The SK-Pull-SA is a single action pull station requiring only one motion to activate the station' The SK-Pull-DA is a dual action pullstation requiring two motions to active the station' Both pull stations are designed to work with Silent Knight Intelliknight series fire alarm control panels (FACPS)' Features . Instraller can open station without causing an alarm condition . Dual-color LED is visible through handle of station blinks green to indicate normal operation and remains steady red in an alarm condition .Keyoperatedtestandreset|ockusinglockplateactuator . Key matches compatible FAGP locks . Meets the Americans with Disabilities Act Accessibility Guidelines (ADAAG) controls and operating mechanisms guidelines (Section 4.1 -3[1 3]) . Meets ADA requirement for 5 lbs maximum pull force to active . Shell, door, and handle molded from durable LEXAN@ .Reliableanalogcommunicationsfortrouble-freeoperation . Braille text on station handle .Hand|elatchesindownpositionandthewordActivated appears, clearly indicating the station has been pulled . Rotary address switches for fast installation . UL Listed, including UL 38, Standard of Manually Actuated Signaling SYstem -Gompatibility rn" sri-pull-sn ario sK-Pull-DA are compatible with the follonring IntelliKnight FACFs: 5600-5700 5808 5820XL SK-Pull-SA SK-Pull'DA Model SK-Pull-DA and SK-Pull-SA li:iigi ri*er | ft E 5$)er, i? ic&i;er il.' reouirementsfora5lb' on5 rt u l l: t! | @ions,silentKnightmodelrhe contractor shalltu,,i" t*l:l" ll{?d?d-?i:PJ3::o,a,inn sK_pult_sA singte action purirLtion or sK-Pull-DA, dual action pull station' SK-Pu||-DAorSK-Pu||-SAmeettheADAAGcontro|sandoperatingmechanismsguide|ines,andtheADA ranrrirements.for a 5 lb. ' ::, .r,tm pull force to activate the pull station' ClsAlrjHrg:: ClrBlrlfrirg: - UfitiDg S|{.Pu$6A & SNfiilOA Pd' Sltfo'|s nlsil-cotT I I I Specifications Physical Height 5.5'(14 unl Width: 4" (10.2 cm) Depth: 5.4 oz. (3.7 crn) Housing Material LEXAN polycarbonate resin Bi-Colored LED: Blinking Green: Normal SteadY Red: Alarm Switch: Single pole, single throw (SPqTl normally open (N/O) swircn wnictr dbses upon activation of the pull station Electrical Operating Voltage: 1542 VAC Average Operating Cunent (LED flashing): 300 pA Wire Gauge: UP to 12AWG (3'1 mmz) Environmental Operating Temperature 3T - 12eF (0oC -49oC) Humidity: 1O% - 93o/o non-condensing Accessories BG-TR sB-l/o Optional trim ring. Surface backbox I I I l SILENT KNIGHT This document is not intended to be used for installation purposes' W" tty"to keep our product informad;-bd;" and accurate' We cannot cover all specific applications o, ant'"ifftt'lti[quit"t"nt"' All specifications are subiecf il;;;s";,it"ut notice' roi'ott information' contac't Silent Knight 12 cfintonvifle noao' t'torttrtoJ , ii w+zz-lal0 Phone: (s00) 3284103' fax (203) 48/'-7 118- wwwsilenlknight'com TIADE IN ATf,ERIGA FORM# 350135 RevA @ 2009 Honeywell Intemational lnc -.1 by HoneYwell SILENT KI'{IGIiT SK-Monitor by Honeywell lntelligent Monitor Module The Si'-Mc;iitcr rrrodure provides an interface to contact devices, such as sec;ui'ity contacts' waterflow switches, or pull stations' For more information about the IntelliKnight system, or to locate you nearest source, please call 1-800-328-0103. Description The SK-Monitor is an addressable monitor module for use with Silent Knight IntelliKnight series fire alarm controt panels (FACPs)' The SK- Monitor is intended for use in intelligent, two-wire systems, where individual address of each module is selected using the built-in rotary switches. The SK-Monitor supports Class A supervised or Class B supervised wiring to the load device' Conventional 4-wire smoke detectors can be monitored for alarm and trouble conditions' Features. Single contact monitor . Support for Class A and Class B wiring . Fully supervised . Panel controlled status LED that flashes green in normal state and is solid red in alarm . Attractive ivory cover Plate . Rotary address switches for fast installation . SEMS screws for easY wiring . UL Listed lnstallation The SK-Monitor mounts directly into a 4" square electrical box. The box must have a minimum depth of 2-118". A surface mount electrical box (System SensoP PN SMB500) is available from Silent Knight. SK'Monitor CompatibilitY in" Sf-Mon'itor is compatible with the following lntelliKnight FACP's: 5700 5808 5820X1 ii Model SK-Monitor I nie!ligenl lrdoniilr [vL'dui* To ilgrdDgltbe - Fm.nCmFdH.Slhlr|fdgH+ F,c/Pc'Pntlo|,G98il|ct GttcASlr*|I:: GaraBIdlbry:- Atwxtdrd UL U.it l Conttd ClGtt? Da6* frY Bc lbed- tlo lldxir Fh Abn }|lfr6'r{ ogy'tis'',stryf,vrgr. a &',g]t! Detus d ltr Sttl lotbh- - Froar Gspdb Sllot ltulgttl + FACPeTPTlyb[.D3vb9 EO{- nrd.lorb filrd -T..rdtt*tl, llE ing$(t|otfforlftfift3 IIt! III Specifications Physical Height: 4.5" (11.4 cm) Width:4" (10.2 cm) Depth: 1.25" (3 cm) Shipping Weight 6.3 oz (196 g) Electrical Operating Voltage: 15 - 32 VDC Current Draw (LED on): 5.0 mA max Operating Current (LED flashing): 375 pA Standby Current: 400 pA max @ 24VDC (one communication every 5 sec with 47K EOL) 550 UA max @ 24VDC (one communication every 5 sec with EOL <1K) 5.5 mA (with LED latched on) LED Current: 5.5 mA (with LED latched on)End-of-Line Resistance: 47K{2 :,- . Initiating Device Circuit Wiring Resistance: 1,500 O max SLC Loop Resistance: 40 Q max. Environmental Operating Temperature: 32oF - 12AoF (OoC - 49oC) Humidity: 1oo/o - 93o/o non-condensing Ordering Information SK-Monitor Monitoring Module Accessories SMB500 4" Square Surface Mount Electrical Box SITENT KNIGHT This document is not intended to be used for installation purposes' We try to keep our product informatinn uptodate and accurate' We cannot cover Jt specinc applications or anticipate all requirements- All specifications are ""Ul'l*t t" ctrange without notice' For more information' oontact Silent Kniht 12 Clintonville Road, Nortrford, CT 04172-1610 Phone: (S00) 328-01 03, Fax {203)484-71 1 8' www'silentknight'com iIADE IN ATERICA FORM# 350131 Rev 82 @ 2010 Honeywell Intemalional lnc' by Honeywell It Wffiii:, .: SK-Photo ffi,. ,ryq and $K-Phcto-T Intelligent Photoelectric Smoke Sensors .s r^'l EIi r s|. The sK-Photo is a photoelectric stncyl€ le'i*ir,or and the sK-Photo-T is a photoelectric smoke detecfor with thermal. These plug in smoke detectors, with aturesthatsurpassconventiona|detectorsandareforusewitlrSi|entlftight IntelliKnight Fire Alarm Control Panels (FACPs)' For more information about the IntelliKnight system, or to tocate your nearest source, please call800-3284103 or in Connecticut, call (203) 484-7161' Description SK-Photo and SK-Photo-T are plug-in type smoke sensors that combine a photoelectric sensing ciamber with addressable analog communications- Point lD capability allows each detec;tor's address to be set wlth rolary address strvitches, providing exact detec{or locations for seleciive mainienance when chamber contamination reaches unacceptable levels. SK-Photo and SKfhoto-T have a unique optical sensing chamber that is engineered to sense smoke produced by a wide range of ombustion sources. ln the SK-Photo-T, dual elecfronic thennistors add 135oF (57oC) thermal technology to rner.jmizs detection. Features . Sleek, low-profile design . Base included . Reliable analog communicatirons for trouble.ftee operation . Age resistant polymer housing . Dual electronic thermistor design on the SK-Photo-T . Superior EMI resistance for reliability . Simple field deaning for code compliance . Variety of mounting options to meet any application Dual LED indicators for 36(f visibility Detector transmits signal to indicate maintenance is required Optional remote LED annunciator (System Sensor@ PN RA1@Z) Plugr-in mounting provides ease of installation Tamper-proof feah;re available on mounting bases Usted for use in duct aPPlications Roi;ary address switches for fast installation UL Lisied FM Approved Specifications Physical Height 2.0" (5.0 crn) Diameter: 4.1" {1O.4 cm) Shipping Weigfrt 5.2o2 (147 gl Electrical Operating Voliage; 15-32 VDC $andby Gunent: 300 pA @24VDC Maximum Alarm Current 6.5 mA @24YDC max (with LED on) Environmental Operating Temperature SK-Photo: 32o - 120"F (OoC - 49oC) sK-Photo-T 3T - IOOoF (0"C - 38oC) Humidity: 10o/o - 93o/o non-mndensing Clt'her Ratings SK-Photo-T Thermal: Fixed temperature set potnt 135oF (57oC) Velocity: 0 - 4000 fpm (0 - 20 m/sec) SK-Photo lnsect Screen Hole Size: 0516" (O.41mm) nominal SK-Photo (Base included) Gompatibility The SK-Photo and SKfhoto-T are compatible with the following lntelliKnight FACPs: 5700 5808 582AXL SK-Photo and SKPhoto-T are compatible with the following detector bases: BT1OLP (induded)6'base 8501 2wireba* BSO1BHT-2 TemPoral base B224RB RelaYbase B224Bl lsolator base B501BH-2 Sounder base SITENT I.(NIGHT by llorelilYel III - I ttlodel SK-Photo and SK-Photo-T Intelligent Photoelectric Smoke S+n srJrs Engineering Specffications The contractor shall fumish 6.6 insfpii r,,1'here indicaied on the plans, lntelligent photoelecbic smoke sensors Silent Knight SK-Photo or S(.-Pnoio- i r.,,iiir :nermal. The combination detector head, and twist-lock base, shall be UL listed and compatible with Silent Knight's IntelliKnight fire control panels- The base shall permit direct interchange with SK-Photo or SK-Photo-T. Base shall be the appropriate twist-lock base part number B21OLP (included). The smoke detector shall have a flashing status LED for visual supervision. When the detector is actuated, the flashing LED will latcfr on steady. The deteclor may be reset by aduafing the control panel reset switch. The calibration of the detector shall be capable of being selected and measured by the control panel without the need for external test apParatus. The vandal-resistant, security locking fe.ature shall be used in those areas as indicated on the drawing. The locking feature shall be field selectable as required. The SK-photo shall automatically perform a functional test of the detector. The test method shall simulate effects of products of combustion in the chamber to ensure testing of detector circuits. I I ttr'r{M9 Sx{3fi|"r gt|lcF' fe.tai|o 9|I! SILfNT KNTGHT This docxrrnent is not intended to be used for instiallatinn purposes. We ty to keep our plodud information up-todate and accurate. We cannot m'er all specific applications or anticipate all requirements. Atl specifications are subiect to change without nolice. For more information, contacf Silent Knight 12 Ctintonville Road, Northford , CT 06/.72-1610 Phone: (800) 328-0103' F ax:, (203, 484-711 B. mtnrr.silentknight.com }IAIIE Iil AT'ERIGA FORM# 350118 RevA, @ 2O09 Honeywell Inlemational Inc. bry Honeyue8 tI rF SILENTT SK.HEAt, SK.H.":XI I m sK-Heat-RoR hii i-lcnr:ywel! ermal detectors, with integral communication, that ,:A Oifaal Vninht#il:ffiil"J;;ffiil;;;;;;til;iJeteaois. ih*'" thermaldetectors aretor use wint silent Knisht intelliKnight series Fire F.laiin Control Panels (i=;rCPs)' IntelliKnight heat detectors are an essential component in virtually any Intellilftight installation' The IntelliKnight panel recognizes eacrr Jeie6or by its specincaiOress, so precious slconds are not wasted in determining location of an alarm' Description SK-Heat, SK-HmI-HT and SK- Heat-ROR are intelligent sensors that utilize a state-of-the art thermistor sensing ciranit for fast response. SensitivitY is continuouslY monitored and reported to the FACP. Point lD capability allows each detector's address to be set with rotary address switches, Providing exact detector locations for selective maintenance when chamber contamination reaches unacceptable levels' SK-Heat is a fixed temPerature sensor that uses a thermistor sensing circuit to Produce 135oF (57oC) fixed temPerature alarm- SK-Heat-HT is a variable high temperature detector that provides high temperature detection at 135"F - 190"F. (57"C - 88"C) SK-Heat-ROR is a rate-of-rise temperature sensor with 135oF (57"C) fixed temPerature alarm' Features . Reliable analog communications for trouble-fiee oPeration Age resistant PolYmer housing I nnovative thermistor sensin g circuit Superior EMI resistance for reliabilitY Variety of mounting oPtions to meet any aPPlication . Dual LED indicators for 360o visibility . Detector transmits signal to indicate maintenance is required . Plug-in mounting Provides ease of installation . Optional remote LED annunciator (System Sensoro PN RA100Z) . Tamper+roof feature available on mounting bases . Rotary address switches for fast installation . UL Listed Specifications Physical Height 2.0" (51 mm) Diameter: 6.1" (155 mm)installed in B210LP base Shipping Weight 4.8 oz (137 g) Electrical Operating Voltage: 15 to 32 Volts DG Peak Standby Cunent 300PA@ 24 VDC LED Cunent 6.5 mA@ 24 VDC Environmental Operating TemPerature SK-Heat & SK-Heat-ROR: 40 - 1000F (-20"c- 38'C) SK-Heat-HT -4o - 150oF (-20"c - 66'C) Humidity: 10"/o - 93Yo noncondensing SK-Heat (base included) ThermalRatings SK-Heat Fixed temPerature alarm 135"F (57"C) SK-Heat-HT High temPerature heat sensor 135"F - 190eF (57'C - 88oC) S K*leat-ROR: Rateof-rise detedion 1 S"F/min (8.3oC/min) GompatibilitY The SK-Heat, SK-Heat-HT and SK- Heat-ROR are comPatible with the following IntelliKnight FAGP's: 5700 5808 5820xL The SK-Heat, SK-Heat-HT and SK- Heat-ROR are comPatible with the following detector bases: B21OLP 8501 B224Bl B224RB B2OOSR (induded) 6" base 2 wire base lsolator base Relaytase Sounder base Addressable thermal heat and rate-of-rise detectors Model SK-Heat, SK-Heat-HT, Sh{"!-teat ROR Aridressable Tharmal and Rate-of-Rise Tire'rmii{ 5*r';ct'ars Engineerin g Specifi cations The contraclor shall fumish and install wtrere inOicated on the plans, lntelligent Thermal Sensor Silent Knight Model si,.-;-leat, sK-Heat-HT or SK-Heat-ROR. The base included shall oe B210LP. The Heat detector shall have a flashing status LED for visual supervision. when the detector is activated, the flashing LED will latch on steady at full brilliance. The detector may be reset by actuating the control panel reset switch. The vandal-resistant, security locking feature shall be used in those areas as indicated on the drawing' The locking feature shall be field removable when not required.Voltage and RF/transient suppression techniques shall be employed to minimize false alarm potential' c.crnpfrbleFACP RAloOz($ional) , a*--- i c,as AOPti4d Y$irng friDg Sh€etie5 t etsctor ftounfng BtE€s I , I Accessories RA1OOZ- Remote LED Annunciator. RMK400 - Recessed Mounting Kit. Provides low profile for use with 8501. XR2B - Detector Removal Tool. A removal and re- placement tool for SK plug-in detectors. lncludes the T55-127-000. M02-04-01 - Replacement Test Magnet. M02-09-00 - Test Magnet with Telescoping Handle' XP4 - Extension Pole for XR2B. Extends from 5 - 15 ft' T55-127-000 - Detector Removal Head. BCK-2008 - Black Detector Kit. For SK-series detectors' * Unless otheruise noted, specifications apply to all SK thermal detectors. SILENT KNIGHT This document is not intended b be used for installauon purposes. we byto keep our plodud information up-todate and accurate' We cannot cover all specnficapp|icationsoranticipatea||requirements.Al|specificationsare "irli"a to it "nge without notice. For more information, contact silent lfuight t2 6tintonviffe ioad Norfiford,CT 06472-1610 Phone: (800) 328-0103' Far (203) 484-7 118. wwwsilentknight.com IilADE IN A'TIERICA FORM# 350120 Rev' C @ 2010 Honeywetl lntemational Inc' by Honeywell 8501 and *31*Lp 8501 and B2IALP plug in detector mounting bases, are iust two of the variety of ways to intall detectors in any application- For more information about the IntelliKnight systrem, or to locate you B?1ALP Base /a.r+:6ffi + $*,*. r.rEEqF'hss \lh 1'j'rR.R...{ tsU..-\t- ry i ' '"; 850{ Base Compatibiliiy TheBilOLP and 8501 are compatible with the followirg SK-series detectors: . SK-Photo Photoelectric Srnoke Detector and SK-Photo-T Photoelectric Srnoke Detector with Thermal . SK-Acclimate Multicriteria Photoelec'tric Smoke Detector . SKlon lonization Smoke Detector . SK-Heat Fixed Temperature Thermal Deteclor' SK -Heat-ROR Rateof-Rise Detecfor with Thermal, and SK-Heat-HT Fixed High Temperature Thermal Detec*or The B210LP and 8501 are compatible with the following tntelliKnight FACP's: 5700 5808 5820XL SILENT KNIGHT II Intelligent Detector Bases nearest source, ptease catl i+OO-aZaO1Q3 or in Connecticut, call (203) 4U-7161. The B210LP 6" Mounting Base and the 8501 4" Mounting Base are plug in detector bases for SK style detectors intended for use with Silent tfuight IntelliKnight series fire atarm control panels (FACPs). The B210LP and 8501 have screw terminals for power (+) and (-) and remote annunciator connecfions. Communication takes place over the power (+) and (-) lines. Features . Plug-in mounting provides ease of installation . Tamperfroof feature prevents removal of the detector without the use of a tool . Range of mounting options to meet any applie'atton . 8501 allows for aestheticalty pleasing installation with Recessed Mounting Kit (PN RMK400) . RotaU address switches for fast installation . Optional remote LED annunciator (PN RAIOOZ) . SEMS screurs, 12-22AWG . UL Listed lnstallation The B21OLP and B5Ol can be mounted on a variety of junction boxes as shorrn in the tables belor' U.S. Junction box Selection Guide" ilodel trngre san!3.5" oct 4- (JCa 4" sq B21gL|"Yes Yes Yes Yes ttiln NO Yes NO No Metric Junction box Selection Guide* Model cu mm 60 mm /u mm 75 mm tsz'IULt,NO NO NO NO 8501 Yes YeS Yes NO by Honeyvrell Model 8501 and B210LP ', i a.-r,..'" .:;..l-,,,. .''t'"'',i.;*,.-...-*- 8501 and B210LP Mountirq Baees Specifications Physical B210LP Diametec 6.1" (155 mm) 9501 Diameten 4.1" (1O4 mm) Electrical Wre Gauge: 18-12 Terminals: Terminal 1: Power (-) and Optional RA100Z Terminal 2: Power (+) Terminal 3: Optional RAI OOZ Remote Annunciator Environmental Operating Temperature: 32oF - 150oF (0"C - 66oC) Humidity: 10% - 93Yo non-oondensing Remote LED Annunciator. CecesseO Mounting KiL Provides low profile for use with 8501. Defiector Removal Tool. Aremoval and replacement tool for SK plug-in detectors' f ncludes the T 55'1 27 {,00. Detector Test Magnet' Test Magnet with Telescoping Handle' Extension Pole for XR2B. Extends from - 5- 15ft' T55127-OOO Detector Removal Head' ebk-iooe Black Detecior KiL For SK series detec{ors' Ordering B21OLP 8501 Accessories RAlO0Z RMK4OO XR2B M02-O441 M02-09-00 xP4 lnformatbn 6" Mounting Base 4" Mounting Base SITENT KNIGHT Thisdoc{'nentisnotintendedtobeusedforinsta||atirrnpurpo6es.wetry'..to k;;rt-pt"d"a informaton up-to{ate Td accurag' we cannot cover all "p"ln" "lpi""tons or anticide all requirements ft 3necmcations are subjecd ;;;.;s;;,ith""t notice- For more information' contact Silent Knight ii Crintittirr" Road, Northford ,cT oil72-1610 Phone: (800) 3284103' F ax (2O3, 4U-71 18. www-silentknight'com U/ADE IN A]'ERICA FORM# 350995 RevA ECN 09'520 @ 2009 Lloneywell Intemational Inc' by HoneYwell ,ul, os''@ l-2- -i.. :1-e t9v',..t-\ 3-t 7-3 r.l-t &i-L , -j 4-V q-5 .f-L t-r 5'l 5-z- 9:s-5 ?le 9-'t t4 €ae u-\ tr-z G"3 c-8:t ,6 G7 EaL 'z-[ 1-? 1-3 7''r -7-5 ito {Ai lII -- i '\ ^i t''".'. ,,'\' ,#,U' /'r:'jz: T jL "rvo 19 2a\ A rq t1 ,{,.tJ,l z& Z9 Lz '2)'zo t-(p t-8 t15 z1 7c b-9 €D- ttovAa S 6oe .4-a{-9 i ltt {AC- G4 z-b 2-t- ,13n.^t') Fnc-P N4c- P<r,.i€4 5-,f/ly ibl "' ,-*n')' a-L va (-q r-> i-L c& 6^1 +q q-5 q- +b U-c f-o.> f'7 q', E-'l 1-t 7-.1 ?-g z-.J- z-z ?-r b4 d-7 [-t I . .. ..'. ,. .j,,,: , ' :, ':', ,:, c I TrY. t:o,F Reu ew Rct on 1 ' -l ..--- ".r.. "' 'P.O Bpx 280i . ,l'35 North.lst East, : : nuxlrtg; ldah98344o ' l Phone (208) 359:3020 l,Fax(208)359-3022 . , RTXBURG "::,::ti:?r:1, {\t! -: :: -:r::r::: df {.d!t{st llaf {,h (:4r{!r{{ill .",tt" t , ,12,00364,,,,.. t',,.t t ..' ,.,,",.' tt,.- LD-S Rexbgrg 1 9th,Stq\g,Center Commercial NgwI : :rr::l i:::'::"iii'" Pl it,lttumb"t, .PfgjectN.ar"t,,t.l,ti tt'to."t,'',' flgyigl,v lfgtn:,.'':Actions Required for Approval Approved Hruwlllsfleeww 3;uldns.cole ri! c"tnliunce Revtelv,, iil^:ir i",lrea R,9view. ',, .',, , ,,' , : , ,,' ,t*onn,*-'"..'ui..?l..t -t: ' ,t 'j' '' ',."',1 ' nccessbility.,n",ueY. '. ,, , . ,, .:,. ,Complieswith.annr,,o,v,g,!SltePlanReview lntelorEnvironment .,', I - - Slru,,:,ty Revr"*,',.., ,,t,,, , ,. , Energy.Conservation Compliance Review MechanicalR.vi"* ,: ', .,':,, , :, r - , Building-]'ype,C.ompliqnce, :.,, .,, Electrical Service Review ' '' ''.'' ' '' t :(Loeos -rc,tss Poela r..5 St+qss oru Ftoa)\Post occupant loads in the chapel, g!m; and / 0812012O12 . rooms 131 and 123 areas Speciaf fnspections required on concrete and 0812012012 fllls over 12". .' Make sure that the electrical service meets the , 0812212012 2008 NEC-grounding electrodes must be ' . . I .^ : .installed peifire eleilrical plan unless' -- Nt*\;ary */ otherwise submitted fr-om the engineer. . ,(b,ne*etot-Make sure that all wiring meets the 2008 NEC-. ' 082212012 the A/C units are not specific on size for ffioX ' ' - breaker or fuse size-make sure that the , i , *?[:t:1fusesaresizedtotheunitsactual|y'.'. Electrical Clrcuits Review Plumbing Storm Drain Review Plumbf ng,Potab[e !!qte1, Review ',:1,..,;1;'.;;i.-.:,;,: . .1::.,: t::..::,' .:r:::''. i l Water and S-ewer Service ,,.,,., . . ' l Waste!{atetApptloallon ::; .' : ;, r',i.a rl :rrt.:, '':,; i ::. :,;:,::il. i, .1,,,.: :.1. : : ..:,.',:. r' :. Waste,Walef Gleasg Trgp Form . crT1"otl : P.O Box 2P0 ' : 35 North {s! East Reiburg, ldqho S3aa0 Phone (208) 359:3020 :,Fer (208) -359-3022 i : I.TEXDIIRG "::ir!':1T:i(\t -: irt :- :- 1"':r 4 ECrt q,\ lh,!lb' l:ai nt I u n itl Review Action Septembe110,2012'''''.''' ::jI1T::1lr:1?003'64.'.^'Project Name: LDS Rexburg 19th Stake Center : ProjeciTypei''co''ercialNew'''... Review ltem Actions Required for Aoorovat . .,i'i r,., i .,,-ij. t.. ,0i9,/,,?o ot' "08120t2012 ,,,, ..' -.t,.al,t,.'1,.t, ffonotz ,'o't',,lKt',08t2:wt2: 0gl20l2012 .Fire Exlinguille , ',.,,.,. , '.."'.1 ','i ,Ottrei6ment"'":, i: lr'': 'r::'l'::: ' -:.i,r,.r,,:, ,',,.,;, ,1.1.,;: 1,,.::l ,t,.,,:,,,.,i t,, , standRipe.s't, , ,, , .t ,i.l ., , ,,. Automatic Fire ExtinguishinO SVstems Alarm Systerns 'i,,f tt"1'1,'c9okin9',',''' : :,,'. ,Fire Accgss,Roads ,,:,, l,',: . ' ,': : :, : ,*;iir!+';":''"'t,'','i' i ''. " *"or r;Jr,r" r,or "'l'' '' ,1' ', .,1. flease submit approved sprinkler pfans. t'r-\^fs Tu B€ 5'a,&A4flt6'D rwctxq Su/B.A|WL ppoces. Farcel#fs RPROOOW2OIROAD ateg *$ Etx gc-s'FUruRE ROAD t G q' 8. 68 Hgn6{X iEi t* R H* : ; EF E H O6 rq(./) Iil lelgir I i itr,t tB .-i t<qt" i = iii D> 1Lels-lr rtTts[r{l} Il H: HH$iFxsFq( Hitn s6 5q i&nbwal i;iriilllr i: i:. ttINlrtcIIt{/ttnilll[ 1ffIllltrsllll ctllrtpll ol IESUS CHRIST'd uf,tt&Drgtrut1r STATE OF IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY 900 North Skyline Dr-, Suite B . ldaho Falls, ldaho 83402 . (208) 528-2650 C.L. "Butch" Otter, Governor Curl Fransen, Direclor May 8,2012McKay Anderson, P.E. Eagle Rock Engineering & Land Surveying, PC l33l Fremont Avenue Idaho Falls. ID 83402 Re: \ry.2000 S. Church Sewer and Water, Madison County, DEQ# 12-03-33 Dear Mr. Anderson: We have reviewed the plans and specifications for the W. 2000 S. Church Sewer and Water extension to the City of Rexburg's sanitary sewer and water systems. The plans appear to meet state standards and are hereby approved. This approval is system design only. We will give final project approval after it is established that the system is operating properly. Please keep this office informed of the scheduling of all construction phases so that we can make spot inspections as necessary. Within 30 days after construction, a professional engineer registered in the State of Idaho must provide this office with as-built plans or a letter of certification stating that the project was installed with substantial accordance to the approved plans. A copy of the approved plans and specifications will be kept on file at this office. Please reference DEQ No. 12-03-33 when submiuing any future correspondence related to this project. If you have any question s regarding this letter or if we can be of further assistance, please call me at (208) 528-2650. Carlin Feisthamel, P.E. Water Quality Engineer Idaho Falls Regional Office c: Greg Eager, P.E., Regional Engineering Manager, DEQ-ldaho Falls Terry Bradshaw, Corporation of the Presiding Bishop of the Church of Jesus Christ of the Lalter- Day Saints, Nampa ID City of Rexburg, Public Works Department lat?Aqth*tz Routing: ,/ oony'Ne ,r! AP REV /n .- 12 00364 LDS Rexburg 19tn Stake Center 08/20/2012 Don Allen (Please review by Friday, August 24) Current Status Y ,{ { "/ Please complete the following: NA I Review Plans U Enter Notes for the applicant under Submittals I Update status in the Approvals tab I Return building plan to Amanda Saurey Please indicate time spent in hrs/min reviewing the plans: Notes: 12 00364 LDS Rexburg 19tn Stake Center 09tr4t20t2 Routing: John Millar Please check the following and provide calculations with required fees: NA T Yes NA n I Sewer Hookup F'ees n I Water Hookup Fees SoLvYLe F<cs a< pe(m,'* I I 66J? 3 , Pnn Jo hrt fvl " l16"r' 9 -tq-tz I I Impact Fees n I Return checklist to Amanda Saurey Notes: tt(fu JOB IDAHO FALLS, IDAHOOFFICE; tz0Bl52P-1244FAX: [2O8j 522-9232 a.? Schiess & Associates JOB NUMBER SCALE ENGINEERING. PLANNING T LAND SURVEYING CALCULATED BY-DATE- CHECKED BY DATEREXBURG, IDAHO OFFICE: t2081 356-6O9a SHEET Z oF-'Z* 4X,:u.a':a,,f /,i ci (, tv rs' y',q i-N..t:-SI l,- ,-lLrL :-\ .-a . t- t/'J Ll/s! l<- L^-/n ft= fZ_ Z0O C. ft- -1 2 r t17.rZZ | /u'7 6, F'D t'ttIL # rTog Itx/'i+'rzrzL l:c:t Z,Z, t L?7 y .a ?j ' : .il-o- yL+, zi,7x5 #z3,Lqs Iame : LDS HARVEST HILLS 5875350 ierv Addr: 612 S HIDDEN VALLEY RD )hone : (208 ) 355-7184 \ ,,ciount : 9l)-2.J10.00 'n1- i rro E-l:arvur v v ! 4gY 'inr'l E-l:a lorrzi na F-l :a. 'i l- rr f-nrla >ri ari f rr Crj iax Flag Io of Dwell 884.42 APP Bal Customer:0000000136 F\al ina \/iaur. Credit Rate: hrfa Time Page tttl Bad ae/30/1.2 06/13/08 Las1' b1_L_L !d> L rylttu Start Date ni ^ n-f ^UTJ UOLg Restart Trans Acct Pend Bal Remain Fix Winter Avq r0/09/12 1 It 'l Debt:Account Type Account Class Account Status I Delrq Class Payment Type Energy Asslst Turn Off Flag Balance Current rd5 L uue 884 .02 Pend APP BAL Proj APP 88 4 .42 0000 .(t .?l'', 11 v""V'YJ'q0 'rq4(rG F\anncit- < l-)anneil- Tnf T)onnqir Or"ror] Rco flcnoqirveYva L {T Curr Usage Prlor Use 2nd Prior Curr Year Last Yea r 2 Years Ago 1 43 .44 va7 k6tnr nd No Date ?, ? nn lvll HA-t nn I nd I\vgg+rlY 826 .00 Ending Ra:r] i no 3038.00 261 6 .00 KC1 tJ.L I I ! d ( Ada 2624 .04 Dial Co St No Cd Fg Arlirrc1.ar-l Number )uRR 09/20/12 :uRR 09/20/L2 .208 08 / r4 / 12 -208 08/14/12 .201 01 / 30 / L2 1201 01/30/72 t206 06/22/12 t206 06/22/L2 t205 05 / 11 / 1-2 t205 05/11 /12 t204 04/12/12 t204 04/12/12 2A3 03/15/r2 t203 03/L5/L2 t202 02/15/12 1202 02/15/12 t20r 0t/15/12 L2OL AI/15/12 LrL2 12/15/1L Lrr2 12/75/r7 LILr 7L/L5/17 L17I 7I/L5/I7 LLLO IO/25/17 LLLO IO/25/IL t109 09/r4/rr Lr09 09/14/r7 1108 08 /16/1L 1108 08 /76/Lr 2842 91 64 2113 9 510 2596 8861 2414 8408 242'7 8239 239L 8239 2385 8239 2381_ 8239 231 6 8239 231 L 8239 2366 8239 2291 8 014 2166 7 518 2033 7 013 3042 ra3 41 28 42 91 64 2113 9 510 2596 BB61 2414 B4OB 2421 8239 239r 8239 2386 8239 238L 8239 231 6 8239 231 I 8239 2366 8239 2291 8 014 2766 7 518 Lq <!3" ,\ / r27 3 <L',n" fl cI?:, ,. 41 1 ctag 36 0 5 0 5 0 5 0 5 0 5 0 '. 69 N ( zzr *r al=rtu 122r 1!li +' f, u:) ViO5 wl0 w05 w10 w05 w10 w05 w10 w05 w10 w05 wl0 E WO5 E W1O E WO5 E !f10 E WO5 E WlO E WO5 E W1O E WO5 E W1O w05 w10 w05 wl0 w05 w10 00Ll 2864 14L12864 00r1 2864 10l.12854 00]_1 2864't0\12864 a0r1 2864 1 0I1 28 64 4011 2864 1 0r1 28 64 0aL] 28 64 1 AIl 28 64 00r1 2864 1 071 28 64 a0r'7 2864 10r'7 2864 00L7 28 64 1 ALl 28 64 0aL] 28 64 1AI12864 00I1 2864 1 0L1 28 64 00L7 28 64 1 0I1 28 64 a0r1 2864 1 QL'7 28 64 0071 28 64 1 0r1 2864 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 .ccount Por Ra:dr nd Mt Raai nni nn : 90-25110. 00 LDS HARVEST HILLS 5875350 rr^f^- Number P:no. Dial Co St No Cd FgRa:r] i nn Adjusted Rd Biff Usage Fg Code 107 107 106 106 105 105 r04 r04 103 103 r02 r02 101 101 0L2 012 011 011 010 010 009 009 008 008 007 007 006 006 c05 c05 304 104 103 103 )02 )02 )01 )01 01 /78 /17 01 /r8 /rr 06/2L/r1 06/2r/rr 05/r1 /1r 05/L't /Lr O4/IB/II 04/78/77 03/L5/Lr 03/L5/Lr a2/15/7r 02/75/77 OT/L5/II 0L/ L5 / 17 72/15/r0 L2/L5/L0 II/L5/IA L1/15/r0 70/79/70 r0/L9/ra 09/16/L0 a9/76/r0 08/20/L0 08/24/70 01 /20/!0 a1/20/1,0 06/15/r0 06/15/LO a5/19/r0 05/L9/L0 04/22/rA 04/22/r0 03/15/r0 03/75/r0 02/L5/r0 a2/L5/r0 0r/rs/10 01/L5/L0 L921 660 4 1845 53 45 1B 14 6249 L802 52 48 I1 99 6248 \1 96 6248 I1 93 6248 r7 90 6248 71 81 6248 I696 5939 7582 5569 L451 5149 1310 4661 114 5 431 r 1099 42r8 1_09 4 4216 10 91 42L6 1088 4276 1085 42r6 2033 7 013 I92I 664 4 1845 634 5 IBL4 6249 1802 6248 11 99 6248 1196 6248 L] 93 6248 11 90 6248 r1 81 6248 r696 5939 1582 5569 5L49 1310 4661 1t,4tr 431 I 1099 42IB LA94 42L6 10 91 4276 1088 4216 LL2 409 16 259 31 96 72 1 3 0 3 0 3 0 3 0 3 0 9I 309 IL4 370 L25 420 r41 482 165 296 46 153 5 2 3 0 3 0 3 0 w05 w10 w05 w10 w05 w10 w05 !1l10 w05 wl0 w05 !1]10 w05 wl0 w05 I{10 w05 w10 w05 w10 w05 w10 w05 w10 w05 I{10 v']05 w10 w05 w10 w05 w10 w05 w10 w05 w10 w05 V']10 E E E E E E E E E aaI12864 1 jll28 64 00L1 2854 10L12864 04r12864't 011 28 64 00L1 2864 1 AIl 2864 0071 2864 1 0L1 28 64 00Ll2864 1 AI1 28 64 0]I't 2864 1 0I1 28 64 0071 2864 1 0I1 28 64 0aI1 2864 10r12864 00L12864 1 AI'/ 28 64 0011 28 64 10L12864 40I12864 1 0r1 28 64 0011 28 64 10L12864 aaLl 28 64 1 0I1 28 64 00L12864 10I12864 0071 2864 10I12854 00t1 2864 10L12864 44L12864'7 0r1 28 64 0jLt 2864 1 0L1 28 64 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E E E E E E t *+++ Tncrri rr Pr inted ***?* Date:1A/09/L2 Time: 14:31:.21 User: deborahl lugv. rL I ,ciount : 8O-374 9O . OO Customer: 0000000135 5915568ame. Tnq qlli^\ttraprnnr- Drf :. Time: Page: It tt Bad 09/30/12 01 /24/A1 L0/09/12 14 :39: 15 1 It l Debt: erv Addr: 415 E 7TH N hone : (208) 359-0630 ctive Flag :'1nal Flag : orrli na E-l :a. ity Code : I rinrifv r-i!f vv . ax Ffag : o of Dwell : 1 Bal-ance Current Aaanrrnf rlrrna- I vv Account Class Account Status Deliq Class P:rzmonf 'l'runa-frv F-narnrz Ae<i el- '! lt7h { )it F I td | )a I r nA \/ r ar^7. Credlt Rate: Last B1lf : T.: <l- Drzml. Start Date : l-)i c f):1- a Restart : Trans Acct : Fd>L UUC Pend Bal Remain Fix Winter Avq 883 ."7 2 BB3 .'7 2 APP Baf Pend APP BAL 883 .12 4.0000 Pro; APP Denosi ts Denosi I T^t n-*^-i + ^.'6.1 Rad l-)ano<i r,uI/vJr L Ittu USPVDT L VWgs -\uy uuvvJ r ! errrr fls:ao Pri .r USe Curr Year LdSL redl 2 Yaar< Aan2nd Prior 112.40 54 9.00 Par Ra:r'l i nn Mf Roai nn i na IrIn n:to Trr Ro:rji na 4 63 . 00 Roadi no 27 25 .00 Il<: ao E-n L29I .00 Dlll Code r418.00 Meter Dial Co St Number No Cd Fg URR 09/25/12 URR 09/25/12 208 08 /13/1_2 208 08/L3/72 201 01 /Ll /L2 201 01 /r1 /\2 206 A6/18/12 206 06/78/1_2 205 05/76/12 205 05/L6/12 204 04/LL/12 204 04/rr/12 203 03/Ls/12 203 03/15/L2 202 02/L5/L2 202 02/15/12 20L 07/15/12 20r 0L / r5 / 1,2 II2 12/15/LI L1_2 12 / L5 / 17 Lrl 1_1, / 15 / r1 Lrl 11/15/Lr LIO IO/20/II L70 r0/2a/rL L09 09/L5/LL L09 09/15/rr r08 08 /15/r1 108 08 /15/n 2104 / 4 /7128809 l7' h600 2532 u o /tI228209 1o -421 2410 t ,/ IO4 1182 \? s:Sg i123 ,, <\13 2IB0 45 1104 I21 2135 -B 6911 0 21_43 4 6911 0 2j.39 4 6911 0 )1?q A 69'7'7 0 2t3r 4 6911 0 2121 4 6911 0 2L23 1 6 6911 236 2041 t t 91 6i4r \u 4 stz 1950 ,/tZZ AA)a trl \ c"t\, 00158832 70158832 001s8832 701s8832 00158832 1 0758832 001s8832 70158832 001s8832 70158832 00158832 70158832 00158832 70158832 00158832 701s8832 00158832 701s8832 00158832 70158832 00158832 70158832 00158832 1 0L58832 00158832 70158832 00158832 70158832 2532 82A9 24!0'7182 2306 1 423 2L80 1L04 2r35 691 1 2L43 691 1 2739 691 1 2r35 691 1 2I3L 691'7 2I21 691 1 2L23 691 1 20 4'7 61 41 1950 6429 L828 611 2 E E E E E E E E E E wl0 w05 !{10 w05 w10 w05 wl0 I{05 w10 w05 wl0 w05 w10 !1I05 w10 w05 w10 w05 w10 w05 wl0 w05 w10 w05 w10 w05 w10 I{05 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 !ccount : 80-374 90. 00 Por Pa:rl i nn Mf Pa^ i nn i -^ Itlo l-l:l.a 'lrr Ro:r'li na LDS STONEBRIDGE 5915568 D:ao. Meter DiaI Co St Number No Cd FgRo:r'li na Adjusted Rd Bilf Usage Fg Code IA7 01 /L2/rr r01 a1 /12/rr 105 0 6/r6/7I L06 06/L6/L\ 1_05 05/16/17 r05 a5/16/1L r04 04/13/rr 144 04/13/II r03 03/L5/LL 703 03/75/L7 102 02/L5/LL 702 02 / 1,5 / LL r07 01_ / 1"s / 77 IOI OI/L5/II 072 12/75/r0 0I2 12/L5/r0 0r7 rr / 15 / 1,0 OII 11/L5/LO 010 10/L9/L0 0I0 10/19/r0 009 09/76/70 009 09/15/r0 008 08/L9/r0 008 08/19/\0 001 01 /79/L0 001 01 /L9/LA 046 06/L5/L0 006 0 6/L5/r0 005 05/11 /L0 005 0s/L1 /L0 004 04 /15/r0 004 a4/15/r0 003 03/15/1,0 003 03/L5/L0 002 02/L5/L0 002 a2/15/r0 00I 0I/L5/r0 a)r 0r/L5/7a 1780 6039 1753 5 958 L744 5950 11 39 5 9s0 1735 5950 11 3I 5950 L1 27 5950 I1 23 5950 L1 79 5950 161 1 5820 L594 5536 r499 52].5 I433 5000 7391 4884 1386 4853 1385 4928 1381 49:_3 731 1 4 8 98 137 3 4883 ++*** -nn,.i r,, Dri-ntedi1 L!. Date: I0/09/L2 Time: 14:39:15 User: deborahl Ldev: L71 7828 6L1 2 1780 6039 1753 59s8 I144 5950 11 39 5950 1735 59s0 I'7 3L 5950 L] 21 59s0 11 23 59s0 71 19 5950 1_611 5820 1594 5536 L499 52r5 1433 s000 1391 48B 4 1386 4853 1385 4928 1381 49L3 r31 1 4898 48 133 2'1 81 9 8 5 0 4 0 4 0 4 0 4 0 4 0 42 i 30(^-({,2; L^- ,r.4;1 a ^::I zL3 36 116 11 31 1 _75 4 15 4 15 4 15 001s8832 70158832 00158832 70158832 00158832 70158832 001s8832 70158832 00158832 70158832 001s8832 70158832 00158832 70158832 00158832 70158832 00158832 70158832 00158832 70158832 001s8832 70158832 001s8832 70158832 00158832 70158832 00158832 70158832 00158832 70158832 00158832 70158832 00158832 70158832 00158832 70158832 001s8832 70158832 E E E E E E E E E E w10 w05 w10 w05 wl0 w05 w10 w05 w10 w05 w10 w05 w10 w05 w10 w05 VJ10 w05 w10 w05 w10 !1105 w10 w05 w10 w05 !V10 w05 w10 w05 w10 w05 w10 w05 w10 w05 w10 w05 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E E E E E E Routing: Revisions 12 00365 LDS Rexburg 19tn Stake - Site Plan 08/1 6l12 ,Dpn. NA FT AP REV E!I Or,ng\\ Natalie Sf)-tdOer (Please review by Thursday, August 23) Current Status Please comPlete the following: lDone NA P I Review Plans F, I Enter Notes for the applicant under Submifials F,rUpdatestatusintheApprovalstab W I Return Site Plan & this checklist to Amanda Saurey ( prease indicate time spent in hrs/min reviewing the prans: ?O *rt'luKs Notes: Routing: 12 0036s LDS Rexburg 19tn Stake - Site Plan Joel Gray (Please review by Thursday' August 23) a. u7Y WK currentStatus Please comPlete the following: DoneT NA E/ ! Review Plans / *o* NTnroc fnr fh ler Submittalst I Enter Notes for the applicant unc n Update status in the Approvals tab I Return Site Plan to Amanda SaureY Notes: / J 08/16112 12 00364 LDS Rexburg 19'n Stake Center Routing: Building Review Jon Berry (Please review by Friday, August 24) Current Status Please comPlete the following: Done NA B f Review Plans ! ( Red Line Notes? (Transfer notes to both job site copy & office copy) { I Enter Notes for the applicant under Submittals Done NA {t AP REV w( { { Notes: I T Update status in the APProvals tab Return building plans and this checklist to Amanda saurey 0811612012 12 00364 LDS Rexburg 19tn Stake Center 0811612012 Routing: V NA ! REV T x/v Bret Stoddard (Please review by Friday, August 24) Current Status Please complete the following: NA I Review Plans I Enter Notes for the applicant under Submittals I Update status in the Approvals tab I Return building plan to Amanda Saurey Please indicate time spent in hrs/min reviewing the plans: 2-++s ' Notes: \\F Dolr-w rt d V Routing: 12 00365 LDS Rexburg 19tn Stake - Site Plan 08122112 Review Plans Red Lines? (Amanda will transfer to all copies) Enter Notes for the applicant under Submittals Update status in the Approvals tab Return site plan to Amanda Saurey Lo-/a &c-rA V H Dale Pickering (Please review by Thursday, August 23) AP 7 REV d J Current Status Please complete the following: Done NA nn I! TT nn TN Notes: 12 0036s LDS Rexburg 19tn Stake - Site plan 08/1 6t12 Routing: oo{ NA dr Keith Davidson (Please review by Thursday, August 23) Please check the following and provide calculations if fee is required: tr Y Front Footage Water Fees { { Front Footage Sewer Fees /I M Storm water Fees - d*lL *rrt { n othe'k^ c\.s *l;:::-,': I I Return checklist to Amanda Saurey Notes: 37 23.Otto r -7tlL.oo 3723-oo t- t5 t-lzt:' Er iIi-6X<EE :98E.- ItF> i*rl!: bE I I3E ll Eip Ist x;3 |gl-xi I Elt:FErl :3 9:El :3 iiEI i!EE t9t; r9ItIE l.= @ o; z: ss I ^3 Ii; I -6; = |ii e It; + I 50 ; i :; ;ibi :: tgt a= dEg E:tE: c E;lEF lE ;e;rE lE $;ur36c l: -6iiE:6 I -':EEIE# rE Elg;;IPE5 EIEEqlEg! | El!:sliEe; glSE FIiIE E EIEE ,zg;i;;3;9;iE;c i!sil :*;:!;E:';EiE!ceiEgE;!3!g EI:E?{iPEE3: z= I I l5ll;l lr 9l In :ltE 3l 3/ 9: 3! E !l al 9a:tF ii 6t *ti9=l!Eql 9=6t6i Et=a ;Ei"i;xi!Fg4 Zi;i ia Z iiEffl ; lEc Es 5, i]:: Ei" EE:EE:E;IiiE EEiESEIEFIii;3qq:!r I lgigIrieF ls=I l:ExYeF;i 3 E: | =, gtl;:E;ii g lE; elssl;E;Si*E5Egg,i ft$l t -.-.)k..- giiEiiigE EiiiieEiE q: :E::i i6Fgx !YgiE alE :i E;igi;51 EE q;! !g ii: e !E !i*ii:iE!:13 rEiE EIsgigEEE|;I e;:i El;E !giE 6t<i;s5E ;. := 6 23e o z ; zi z d I= -a zs b \ \N $Ss s $N N E 5 Eali; "tZli,#lit -t/fti PROJECT: REXBURG 19 REXBURG,ID PROJECT NO: sTRl2.1061 CLIENT: NBW ARCHITECTS DATE: JULY 24,2012 Printed 6/28/20L2 5:50 PM International Building Code 2009 Edition ASCE 7-05 Occupancy Category: Load Condition: Seismic: Wind: Exposure Category: Wind Speed: lw: Roof Loads: Foundation System : Deflection Criteria Exterior Walls WL: V360 Interior Walls WL: V24O Heritage 09T Meetinghouse Release 03, September 2OL7 HET-MXS-09-03 WCB Floor Loads: Dead: Live (Platform): Live (Mezzanine): Total (Platform): Total (Mezzanine): Deflection Criteria ft: ff2nb','".' ,;l I ;: -+ r: ': :eiX .LL: V350, ,, r Deflection Criteria rL: t/)\g tL: ,V3;60lr :. Max Stress Ratio: 0,98 140.00 psf 55.00 psf Dead w/ brick: Dead w/out brick: ,50.00 nsf @"0O uuf General Criteria: Page 1 of 8 1 General: Total: 55.00 psf HET-MXS-09-03 I Printed 6/2812012 5:50 PM Materials Concrete: Heritage 09T Meetinghouse Release 03, SePtember 2011 HET-MXS-o9.03 wcB s Allowable Soil Brg Pressure: i#r$'e$;*i$ verify allowabte soit bZaring pres;s;uire wni ions report. Adiust plans accordingly' Wood: Fc par (Psi)E lpsi)Emln Wood TYPe Fb (psl)rv lpsil* 2,570 1,900,000 970,000?/4" wide scL 2,600 28s 1 1 1/2" SCL (3 L/z"-s Lll"l 1,700 285 L,400 1,300,000 650,750 2,17s 1,500,000 787,8LS 3 1t/2" ScL(7 r/4"-f 718"1 2,25O 285 265 _l,eq-, _- ,4? 1.350 1s0,9P- - 1,aT4s- 1,6@,000 930,000 __:. _ 6 Ghrcd Laminated 2,4@ Southern Pine #2 or better DF-L fl2 or Better 583 L75 580,0@ 180 s80,000 150 1,350 1,s00,000 550,000 7 HF 11 or Eetter 975 ls Emln f Wood TyPe rb (psl)Fv (psl)Fc par lpsi)E [psr, 13/4" Wide SCL 2,ffi 285 2,510 1,900,000 970.000 1 1/2" scl (3 Llz"-S rl2"l L,700 28s 1,400 1,300,000 660,75O 3 L Ll 2" scL 17 tl 4" -Lt 7 18" I 2,250 285 2,775 1,500,000 787,8L5 4 DF-L S2 or Bettet DF-L Stud Srade xry2glr9$l - HF stud gtade Southern Pine fl2 or better Southern Pine stud Srade 900 le 850 675 180 1,350 1,600,000 580,000 850 1,400,000 510,0005180 6 150 1,300 1,300,000 470,000 150 800 1,200,000 440,0oo 8 683 175 _Lv 367 - L1@:9q- 1,200,o00 580,00o 9 595 L7S 510,000 l-Joist Manufacturer: iJl Steel: Columns: Beams; 46 ksi,'' :i ' fg,ffitli .50 ksi. , 29;000 ksi Plates:fy: 36 ksi : E: 29;000ksi Fu' 58 ksi";t, ', fy: E: fy: E: General Criteria: Page 2 of 8 2 HET.MXS-09-03 "DesignMaps" Summary Report Page I of I ElffiS "DesignMaps" Summary Report User-Specified Input Report Title Buildlng Code Reference Document Site Coordinates Site Soil Glasslficatlon Occupancy Category r@ Rexburg 19 Thu May 31,2012 L5:57:.47 UTC 2006/2009 International Bu ilding Code (whlch makes use of 2002 USGS hazard data) 43,81oN, 111.819oW Site Class D - "Stiff Soil" Occupancy Category I tg I |ll I .. \r) \\ -rr e|t i, @i/ I \: (' USGS-Provided Output Sg = 0.460 g Sxs = 0.659 g Sr = 0.160 g Sxr = 0.346 g 0.70 0.6!t 0.54 0.at t O./42 jl o.rr 0.zt o.2l o.la 0.07 0.o0' Sos = 0.439 g Sor = 0.231 g o t6 0.t0 o.a5 0.40 0.tt 0.i0 0.25 0.10 0.15 0. to 0.0t 0.00 Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or lmptied, as to the accuracy of the data contalned therein. This tool is not a substltute for technical subject-matter knowledge. !t I MCE Response Spectrum 0.00 0.20 o.a0 0.30 0.30 r.o0 t.20 l.a0 1.50 1.90 2.00 Fdod. T ltrcl Deslgn Response Spectrum 0.00 0.20 o.ao 0.30 0.t0 t.m l-zo l.ao r.30 t.30 l.oo P.tlDd, T lncl hups://geohazards.usgs.gov/secure/designmaps/us/summary.php?template=minimal&latitu... Sl3l2gl2 Printed 6/28/2Ot2 5:50 PM Heritage 09T Meetinghouse Release 03, September 201"1 Summary: GOVERNING GODE: 2009 International Building Code SEISMIC CRITERIA: Per IBC 2009 /ASCE 7-05 Occupancy Category (ASCE 7-05 Table 1-1 p.3, less than 300 people) Seismic lmportance Factor (ASCE 7-05 Table 11.5-1 p.116) Mapped Value of Ss (all calculations except Cs) HET-MXS-09-03 WCB WIND CRITERIA: SNOW CRITERIA: LIVE LOADS: DEAD LOADS: Soils: lf mapped value of Ss exeeds 1.5, then for the calculation of the seismic base 0.46shear C5, US€ S5 = 1.5 as allowed by ASCE 7-05 12.8.1.3 p.l29. For all other seismic calculations use mapped value of Ss. Mapped Value of 51 Soil Site Class (See ASCE 7-05 Table 20.3-1 p.205) Assume site class D unless other information is provided Site Coefficient Fa (ASCE 7-05 Table 1 1 .4-1 p.1 'l5) Site Coefficient Fv (ASCE 7-05 Table 11.4-1 p.1151 System Overstrength (ASCE 7-05 Table 12.2-'l p.121) Seismic Redundancy Factor ASCE 7-05 Analylical Method per Section 6.5 p.25-29 Basic Wind Speed 3 Second Gust Exposure Category Wind lmportance Factor (ASCE 7-05 Table 6-1 p.77) Per ASCE 7-05 Basic Roof Snow Load (does not include drift loads) Snow lmportance Factor (ASCE 7-05 Table 74, p.93) Ceiling Framing Platforms Roof Truss Top Chord Roof Truss Bottom Chord Ceiling Framing Soil Bearing Pressure To be veified by Geotechnical Engineer ill 1.25 0.46 0.16 D 1.00 1.50 2.54 1.00 90 mph c 1.15 38.50 psf 1.10 40.00 psf 125.00 psf 10.00 psf 10.00 psf 15.00 psf 1,500.00 psf General Criteria: Page 3 of 8 4 HET-MXS-09-03 Printed 6/28/201.2 5:50 PM Rostrum and platform Kev plan Heritage 09T Meetinghouse Release 03, September 2011 ------o -*---@ ----€) -------{') v ----€) --@ --€ --*-€) ----@ -_--o ----€ -----o ---€ HET-MXS-09-03 WCB HET-MXS-09-03 General Criteria: page 4 of g Printed 6/28/2072 5:50 PM Heritage 09T Meetinghouse Release 03, September 20j.7 HET-MX5-09-03 WCB n I n I= -l \x ^ -l "!l=l I*lrlNI=l II: \n (> a/ ,/ I= -ltlNI=l ^ a$"/n,w, /a'= I= .b/'/ MZ_I .\ M- i'z I=I /., I*l-Ug-l I .) \vu HET-MXS-09-03 General Criteria: page 5 of g Printed 6/28/20L2 5:50 PM Roof Kev Plan Heritage 09T Meetinghouse Release 03, September ZOLI HET-MXS-09-03 WCB General Criteria: Page6 of 8HET-MXS-09-03 Printed 6/28/2012 5:50 pM Entrv Kev Plan Heritage 09T Meetinghouse Release 03, September 2O!l HET-MXS-09-03 WCB i $' uu\., HET-MXS-09-03 Generaf Criteria: page 7 of g Printed 6/28/20L2 5:50 pM Heritage 09T Meetinghouse Release 03, September 2Ol1- HET-MXS-09-03 WCB Dfl-2 f H-r0 llH-t0 H-101 H-t0 7 7 HET-MX5-09-03 General Criteria: Page 8 of 8 Printed 7/L3{}OLZ 1:37 PM l-Joists Heritage 09T Meetinghouse Release 03, September 2011 WlJ.4 WU-3wu-2wu-1 HET-MXS-09-03 WCB l-Joists: Page 1 of 1 Roof Joist Number Design/Check lnput Span Unbraced Length Joist SpacinS Material Series Loading Unlform Loads Dead Load Live Load Loads Distributed Loads Dead Load Live Load Total Load (max) Material Properties Allowable Moment Allowable Shear Elx10^5 sectlon Properties Depth Forces and Stresses Maximum Moment Eending Ratio Maximum Shear Shear Ratio Max Live l-oad Deflection Max Total Load Deflection Live Load Deflection Total Load Deflection ft ft in plf rb-ft lbs lb-in^ psf psf plf plf lb-ft lbs in in RJ.1 RJ.2 il-t FJ-2 ctteck 24 I 24 l-Joist 560 Roof 20 38.s 40.00 77.OO 117.00 t2925 27tO 7252 16.00 8424 0.65 1404.00 0.52 v360 v240 0.53 L/540 0.81 L/3s6 (rneCK t4 I 24 l-Joist 2ta Roof 20 38.5 40.00 77.OO 117.00 4895 2L90 s66 16.00 2867 u.f,v 819.00 0.37 U360 Ll24O 0.14 Ll7,177 0.22 Ll774 LNECK 12 I 24 l-Joist 110 Floor 15 40 30.00 80.00 110.00 3015 1560 238 11.88 1980 0.66 650.00 o.42 v360 v240 0.18 rl788 0.25 t/s73 check lo L 24 l-Joist 2t0 Floor 15 40 30.00 80.00 110.00 3620 1655 283 11.88 3520 o.97 880.00 0.53 v360 v24O 0.46 Ll47s 0.54 Ll302 HET-MXS-o9-03 10 Printed 7 /13/2072 1:50 PM Floor Joists Floor Joist Number Design/Check Input Span Unbraced Length Joist spacing Material Species/Grade Plies Unlform loads Oead Load Live Loacl Floor Loadint Loads Distributed Loads Dead Load Live Load fotal Load (max) Polnt loads Dead Load Live Load Total Distance to Point Load Material Prooerties Bending Stress (Fb) Shear Stress (Fv) Modulus of tlasticity (E) Min Modulus of Elasticity (Emin) Forees anq Stresses Maximum Moment Actual Bending Stress (fb) Bending stress Ratio (fblFb') Maximum Shear Actual Shear Stress (fv) Shear Stress Ratio (fvlFv') Max Live Load Deflection Max Total Load Deflection Live Load Deflection Total Load Deflection Heritage 09T Meetinghouse Release 03, September 2011 HET-MXS-09-03 wcB ft ft tn psf psf plf plf plf lbs lbs lbs ft psl psi psi psi lb-in psi lbs psl tn in Floor Joists: Page 1. of 1 11 RS-t PJ.1 MZ-l MZ-Z MZ-3 MZ-4 LNECK I t 16 Sawn DF.L #2 I 15 t2s Platform 20.00 166.67 186.67 0 0 o 0 900 180 1600000 580000 77920 566 u.55 746.67 66.37 0.37 Ll360 L/240 0.05 Ll7,780 0.06 Ll7,s89 Lnecx 6 16 Sawn DF.LS2 1 l) 125 Platform 20.00 766.67 186.67 0 0 0 0 900 180 1600000 s80000 10080 1333 1.00 s60.00 101.82 0.44 Ll360 Ll240 0.15 Ll493 0.16 Ll440 D€sign 8 I 24 Sawn DF-L #Z t 15 40 Mezzanine 30.00 80.00 110.00 0 0 0 0 900 180 1500000 580000 10560 804 n6q 440.00 50.69 0.28 L/360 v24O 0.10 11992 0.13 11722 cneck 13 1 24 Sawn DF.L #2 2 15 40 Mezzanine 30.00 80.00 110.00 o o 0 900 180 1600000 580000 2788s 1061 0.85 715.00 49.31 0.23 v35o v240 0.34 11463 0.46 Ll336 Oesign 10 1 15 Sawn DF-L #2 L 15 40 Mezzanine 20.00 53.33 73,33 0 0 0 0 900 180 1500000 580000 11000 437 0.68 366.67 50.57 0.24 v360 v24O 0.16 v762 0.22 vss4 |',resrgn 24 scL 1.5x12 max 1 15 40 Mez2anine 30.00 80.00 110.00 0 0 0 1 2250 285 1500000 787515 16s00 1256 0.49 5s0.00 75.86 v360 v240 o.25 Ll476 0.3s 11346 I i : :::: iri:!;.t rt:,_ii:-jr,t.r;I lii,ctsHt:ilfliil.iits:1.,,J'.r,_.. .r, HET.MXS-09.03 Printed 7lL3/20L2 3:57 PM Beams Beam/Header Number Design/Check Inout Soan ft Unbraced Length ft Tributary Load {platforms} ft Tributary Load (roo0 ft Wall Height Above Beam/Header ft Material Species/Grade Plies Unlform Loads Dead Load (platform max) Psf Dead Load (platform min) Psf Live Load (platform max) Psf Live Load (platform min) Psf Dead Load (roofmax) Psf Dead Load (roof min) Psf Live/Snow Load (roofmax) Psf Live/Snow Load (roof min) Psf Dead Load (wall abovel Psf Brick Veneer Forces and Stresses Maximum Moment lb-in Actual Bending Stress (fb) Psi Bending Stress Ratio (fblFb') Maximum Shear lbs Actual Shear Stress (fo) Psi ShearStress Ratio {fvlFv'} Max Live/Snow Load Deflection Max Total Load Deflection Live Load Deflection in Total Load Deflection Maximum Reaction Heritage 09T Meetinghouse Release 03, September 2011 BM.9 BM.3O BM.7 HET-MXS-o9-03 WCB 8M.23 Beams: Page 1 of9 12 lbs P-1 P-2 M-1 M-2 M-3 M-4 CNECK 5 6 1 0 0 scL 1.75 Wide 2 15 15 LZ) r25 zo 20 38.5 38.s 10 no 6471 367 0.14 s09.88 39,73 0.14 Ll360 v24O 0.02 Ll3,648 0.02 v3,2s7 9s8 check 2 2 5 0 0 scL 1.75 Wide 2 15 15 t75 r2) zv 20 38.5 38.5 10 no 20160 7t42 0.44 1680.00 130.91 0.46 v360 v240 0.03 tl8s4 0.03 v762 1,680 cnecx 23 1 8.5 0 0 8,3/4 GL3 HF 24F-V4 I 15 15 40 40 2A 20 38.s 38.5 10 no 370961 1595 0.67 5376.25 95.37 0.36 v360 Vz4o 0.62 t/445 0.85 u324 5,376 Deslgn 4 1 b 0 0 Sawn DF-L #2 4 l5 15 40 40 20 20 38.5 38.s 10 no 7920 262 o.7.2 660.00 30,00 0.13 v360 v24O 0.01 Llq,622 0.01 Ll3,36t 660 uesrgn 8 8 0 L4 4 sct 1.75 Wde 3 l5 15 40 40 20 20 38.5 38.5 10 no 82464 7793 0.60 3436.00 135.41 0.42 u360 u24O 0.16 Ll61,2 0.25 Vzeq 3,436 check 74 14 1 0 0 scL 1.75 Wide 1 15 15 40 40 20 20 38.5 38.5 l0 no r6170 393 0.42 385.00 27.79 v360 v24O 0.07 Ll2,255 0.10 vL,640 38s HET-MXS-09-03 Printed 7/L312O72 3:57 PM 9eams Beam/Header Number Oesign/Check lnput sDan Unbraced Length Tributary Load (platforms) Tributary Load {roof) Wall Height Above Beam/Header Material Species/Grade Plies Unlform Loads Dead Load (platform max) Dead Load (platform min) live Load (platform max| Live Load (platform min) Dead Load (roof max) Dead Load (roof min) Live/Snow Load (roof max) Live/Snow Load (roof min) Dead [oad (wall above] Brick Veneer Forceg and Stresses Maximum Moment Actual Bending Stress (fb) Bending Stress Ratio (fb/Fb') Maximum Shear Actual Shear Stress {fv) Shearstress Ratlo (fvlFv') Max Live/Snow Load Deflection Max Total Load Deflection Live Load Deflection Total Load Deflection Maximum Reaction Heritage 09T Meetinghouse Release 03, September 2011 HET-MXS-09-03 WCB 8M.15 Beams: Page 2 of 9 8M-7BM.2O 8M.19 8M.11 BM-21 ft h ft ft ft psf psf psf psf psf psf psf psf psf lb-in psi lbs p5i tn lbs M-5 M-6 M-7 M-8 M-9 M-10 uesrgn 4 1 6 0 0 Sawn DF.L f2 I 15 15 40 40 20 20 38.5 38.5 10 no 7920 524 0.45 660.00 60.00 0.26 v360 Ll24o 0.02 Ll2,3rr 0.03 L/r,687 650 check 10 1 5 0 0 scL 1.7s Wide 5 15 15 40 40 20 20 38.5 38.5 10 no 41250 897 U.J) 1375.00 54.t9 0.19 v360 v240 0.14 Ll845 0.20 r/6t4 7,375 uesrgn L4 74 0 13 8 scr 1.75 Wide 3 15 15 40 40 20 38.5 38.s 10 no 247107 2003 0.69 5883.50 t41.56 o,44 u360 v24O 0.31 L/54t 0.s2 Ll122 5,884 LNCCK t4 t4 0 1 10 sct 1.75 Wide 4 15 15 40 40 20 20 38.5 38.5 10 no 46599 760 u.to r109.50 32.79 0.10 v360 v240 0.08 U2,132 0.32 L/s18 1,1 10 checl( t4 14 0 I 10 5CL 1.75 Wide 4 L) 15 40 av 20 38.5 38.5 10 no 46599 750 0.26 1109.50 32.79 n 1n V360 u240 0.08 Ll2,732 0.32 L/s18 1,110 Design 14 1 4 7 10 scL 1.75 Wide 2 15 15 40 20 20 38.5 38.5 10 no 182905 t482 0.50 4354.88 704.78 0.37 v360 v24o 0.27 L/530 0.45 LJStt 4,35S HET-MXS-09-03 13 Printed 7/L3/2012 3:57 PM Beams Beam/Header Number Design/Check lnout Span Unbraced Length Tributary Load (platforms) Tributary Load (roof) Wall Height Above Beam/Header Material Species/Grade Plies Unltorm loeds Dead Load (platform max) Dead Load (platform min) Live Load (platform max) Live Load (platform min) Dead Load (roof max) Dead Load {roof min) Live/Snow Load (roof max) Live/Snow Load (roof min) Dead Load (wall above) Brick Veneer Forces and Stresses Maximum Moment Actual Bending Stress (fb) Bending Stress Ratio (fblFb') Maximum Shear Actual Shear Stress (fv) shearstress natio {fvlFv') Max Live/Snow Load Deflection Max Total Load Deflection Live Load Deflection Total Load Deflection Maximum Reaction Heritage 09T Meetinghouse Release 03, September 2011 BM.4/BM-31 BM-11 HET-MXS-09-03 WCB sM-27 8M.16 BM-18 8M.1E Beams: Page 3 of 9 ft ft ft ft ft psf psf psf psf psf psf psf pst psf lb-in psl lbs psi tn in lbs M-11 M-12 M-13 R-1 R-2 R-3 LNECK 14 t4 0 3 10 scL 1.75 Wide 4 l5 15 40 40 20 20 38.5 38.s l0 no 80997 769 o.26 1928.50 43.50 0.13 v360 v240 0.11 Ll1,599 0.25 7,929 check 5 2.5 2 0 0 Sawn DF.L #2 2 t5 15 40 40 20 20 38.s 38.5 10 no 4725 157 u,l5 275.00 18.97 0.09 v360 u240 0.01 L/8,130 0.01 u5,912 275 cnecK 16 16 0 0 8 scL 1.75 Wde 4 15 73 40 40 20 20 5U.) 38.5 10 no 30720 501 0.22 640.00 18.92 o.o7 v360 Ll24O 0.00 r /o ooo 0.28 Ll687 640 UNECK 8 I 0 72 0 scL 1.75 Wid€ 1 15 15 40 40 20 20 38.s 38,5 10 no 67392 903 0.31 2808.00 150.43 0.47 L/350 u24O 0.04 Ll2,ssg 0.06 ut,684 2,808 LNECK 24 1 0 3 0 scL 1.75 Wide 2 1( 15 40 40 20 20 38.5 38.5 10 no 794440 L302 0.44 2700.00 72.32 0.22 L/360 Ll240 0.54 Ll53r 0.74 L/389 uesrtn 24 0 5 0 3 1/8 GLB Ht 24F-V4 1 1S 15 40 40 20 20 38.5 38.5 10 no 257472 1816 0.55 3576.00 104.03 0.34 L/360 v24O 0.70 Ll4r0 1.05 v273 3,576 r;:li'.i ;i;,,,,!V[ ::l,,':::'i:: 'rir':.':: LVL::.,::rt', t: r, rll\'L,,, ;,., ::'a:i: HET-MXS-09-03 14 Printed 7lt3l20tZ 3:57 PM Beams Beam/Header Number Design/Check InDut Span Unbraced length Tributary Load (platforms) Tributary Load (roof) Wall Height Above Beam/Header Material Species/Grade Plies Unlform Loads Dead Load (platform max) Dead load (platform min) Live Load (platform max) Live Load (platform min) Oead Load (roof max) Dead Load (roof min) Live/Snow Load (roof max) Live/Snow Load (roof min) Dead Load (wall above) grick Veneer Forces and Stresses Maximum Moment Actual Eending Stress (fb) Bending Stress Ratio (fblFb') Maximum Shear Actual Shear Stress (fv) ShearStress Ratio (fvlFv') Max Live/Snow load Deflection Max Total Load Oeflection Live Load Deflection Total load Detlection Maximum Reaction Heritage 09T Meetinghouse Release 03, September 2011 8M-13 HET-MXS-09-03 WCB ft ft ft ft ft psf psf psf psf psf psf psf psf psf lb-in psl lbs psi lbs 12.5 12.5 0 L4 0 scL 1.75Wlde 3 15 15 40 40 20 20 38.5 38.5 10 no 191953 1555 0.s3 5118.75 123.15 u.56 L/ 5OU v240 o.21 L/705 0.32 v464 5,779 t4 L4 1 0 0 scL 1175Wd6 I 15 I) 40 40 20 20 38.5 38.5 10 no 16770 393 0.42 385.00 27.79 o.27 r/360 Ll240 0.07 112,253 0.10 v1,640 38s 4 4 0 lo 8 Sawn DF.til2 3 l5 15 40 40 2A 2A 38.5 38.5 10 no 15960 347 0.28 1330.00 52.41 u.zt v360 v24O o.o1 Ll5,774 0.01 Ll3,343 1,330 21 23 3.5 6 8 scL 1.75 Wide 4 1q l5 40 40 20 20 38.5 38.s 10 no 436270 1461 0.51 6624.06 88.72 0.28 v360 v240 0.51 Lls36 0.90 L/308 6,624 7.5 7.5 0 0 5CL 1.75 Wide 4 15 15 40 40 20 20 38.5 38.5 TU no 83L47 790 0.30 2238.63 50.50 0.18 v360 v240 0.04 Ll2,023 0.06 L|7,438 2,239 t2 T2 0 8 sct 1.75 Wide 4 15 15 40 40 20 20 38.s 38.5 10 no 42552 694 0.23 1182.00 34.94 0.11 v360 v240 0.09 LIt,693 0.22 v662 1,182 Beams: Page 4 of 9HET-MXS-o9-03 15 Printed 7 /t312012 3:57 PM Beams Beam/Header Number DesiBn/Check lnput Span Unbraced Length Tributary Load (platforms) Tributary Load (roo0 Wall Height Above Eeam/Header Material Species/Grade Plies Unlform Loads Dead Load {platform max) Dead Load (platform min) Live Load (platform max) Live Load (platform min) Dead Load (roof max) Dead Load (roof min) Live/Snow Load (roof max) Live/Snow Load (roof min) Dead Load (wall abovel Brick Veneer Forces and Stresses Maximum Mornent Actual Eending Stress (fb) Bending Stress Ratio (fblFb') Maximum Shear Actual 5hear Stress (fv) Shearstress Ratio {fvlFv'} Max Live/Snow Load Deflection Max Total Load Deflection Live Load Deflection Total Load Deflection Maximum Reaction Heritage 09T Meetinghouse Release 03, September 2011 BM.5 8M.268M.11 BM-8 BM-8 HET-MXS-09-03 WCB sM-12 Beams: Page 5 of 9 ft ft ft ft ft p5f psf psf p5f psf psf psf psf psf lb-in psi lbs psi tn lbs E-5 E-7 E-8 E-v E-10 n-t Check 72 L2 0 z n scL 1.75 Wide 4 15 15 40 40 20 20 38.5 38.5 10 no 42552 694 u-za 1182.00 34.94 v360 v74o 0.09 t/7,693 o.22 L/662 L,T82 LNECK 13 13 0 4 8 scL 1.75 Wide 4 15 15 40 40 20 20 38.5 38.5 10 no 79599 756 u. z) 2041.00 46.O4 0.14 v360 v240 0.10 L/t,498 0.21 r/735 2,04r LNECK 7 1 5 0 0 scL 1.75 Wlde 2 15 15 40 40 20 20 38.s 38.5 10 no 20273 769 0.30 962.50 66.3E 0.23 V360 v24O 0.06 LlL,407 0.08 tlr,023 953 checl( I 8 0 74 8 sct 1.75 Wide 3 15 l5 40 40 20 20 38.5 38.5 10 no 85304 1093 0.37 3596.00 108.15 0.33 v360 v240 0.o7 Ll t,5t I o.t2 L/826 3.596 checK 6.5 I 3 0 sct 1.75 wid€ 2 15 15 40 40 20 20 38.5 38.s 10 no 70457 34t 0. r3 536.2s 31.70 0.11 v360 v240 0.02 r/3,478 0.03 tl2,486 536 uesrgn 3.s 3.5 0 t4 Z Sawn DF-Lflz 3 15 t) 40 40 20 70 38.5 38.5 50 yes 15887 744 u.)) 1608.25 97.47 0.36 ut6o v240 0.02 Llz,304 0.03 r/r 2(l 1,608 HET-MXS-o9-03 16 Printed 7lt3/20t2 3:57 PM Beams Eeam/Header Number Design/Check lnout Span ft Unbraced Length ft Tributary Load (platforms) ft Tributary toad (roof) ft Wall Height Above Beam/Header ft Material Species/Grade Plies Unlform Loads Dead load (platform max) Psf Oead Load (platform min) Psf Live Load (platform max) Psf Live Load (platform min) Psf Dead Load (roofmax) Psf Dead Load (roofmin) Psf Live/Snow Load (roof max) Psf Live/Snow load (roof min) Psf Dead Load (wall above) Psf Brick Veneer Forces and Stresses Maximum Moment lb-in Actual Bending Stress (fb) Psi B€nding Stress Ratio (fblFb') Maximum Shear lbs Actual Shear Stress (fu) Psi Shearstress Ratio (fvlFv') Max Live/Snow Load Deflection Max Total Load oeflection Live Load Deflection in Total Load Deflection Maximum Reaction Heritage 09T Meetinghouse Release 03, September 2OLI 8M.14 H-3 8M.12 H-2 8M.35 H-5 HET-MXS-09.03 WCB sM-35 H-7 8M.34 H-5 {2I2i6,,DFti*2 Beams: Page 6 of 9 4 4 0 0 2 Sawn DF.L #2 2 15 15 40 40 20 20 38.5 38.5 10 no 3780 250 0.24 L77.50 16.14 0.08 V360 v240 0.01 u6,932 0.01 L/4,266 1?a 8 8 4 45 2 5Ct 1.75 Wide 3 1S 15 40 40 20 38.5 38.5 10 no 269555 2L85 0.74 1723L.46 270.23 0.84 v360 v240 0.13 Ll729 0.20 v489 tt,23r 4 4 4 0 2 Sawn DF.L #2 2 15 15 40 40 20 20 38.5 38.s 10 no 5760 381 0.33 480.00 43.64 0.19 v350 u24O 0.01 v3,456 0,02 Ll2,3tt 480 Design ) 1 ) 43 10 sct 1,75 Wide 3 15 15 40 40 20 20 38,5 38.5 10 no 135558 t77l 0.s7 8520.75 256.26 0.78 V360 v240 0.05 Ll1,243 0.07 L/813 8,521 5.5 6.5 0 tq 2 sct 1.75 Wide 3 IJ 15 40 40 20 20 38.5 38.s 50 yes 58242 7200 o.74 2985.75 155.16 0.48 L/JOU Ll24O 0.16 Ll498 0.27 Ll2s2 7,987 3 q 0 3 0 5.r{n DF.t f2 3 15 x5 4o 40 20 z0 38.5 38.5 yes 2369 104 0.08 263.25 15,9s v.v9 v360 u24O 0.00 L/17,O7Z 0.00 LlLl,236 263 HET-MXS-09-03 17 Printed 7lL3/2012 3:57 PM Beams Total Load Deflection Maximum Reaction Heritage 09T Meetinghouse Release 03, SePtember 2011 HET.MXS.O9-03 WCB BM-6 H-13 Beams: Page 7 of 9 18 BM.6 H-8 BM.3 H-9 BM-2 H-10 8M.12 H-11 BM.6 H-12Beam/Header Number Design/Check InDut Span ft Unbraced Length ft Tributary Load (Platforms) ft Tributary Load (roof) ft Wall HeishtAbove Beam/Header ft Material Species/Grade Plies Unlform Loads Dead Load (Platform max) Psf Dead Load (platform min) Psf Live Load (platform max) Psf Live Load (platform minl Psf Dead Load (roof max) Psf Dead Load (roofminl Psf Live/Snow Load (roof max) Psf Live/Snow Load (roofmin) Psf Dead Load (wall above) Psf Brick Veneer Forces and Stresses Maximum Moment lb-in Actual Bending Stress (fb) Psi Bending Stress Ratio (fblFb') Maximum Shear lbs Actual shear stress (fv) Psi ShearStress Ratio (fvlFv') Max Live/Snow Load Deflection Max Total Load Deflection Live Load Deflection in Design A 6 2.> 0 2 5awn DF.Lfi2 3 15 1q 40 40 20 20 38.5 38.5 10 no 8505 375 0.32 472.50 28.64 0.12 v360 11240 0.03 Ll2,465 0.0s L/ r,)ol 473 3.5 3.5 2.5 4 10 Sawn DF.L#2 3 T) 15 40 40 20 20 38.5 56.) 10 no 7497 330 0.25 774.00 43.27 0.15 v360 LltAo 0.01 L|4,889 0.02 L|2,634 7t4 3 3 0 3 10 sct 1;75 Wide 2 15 15 40 40 20 38.5 38.5 50 yes 9719 517 o.77 1013.2s 78.95 a.24 t{360 v24O 0.00 Ll15,758 0.01 v2,695 1,013 I 3 0 18 2 Sawn DF.L #2 3 15 15 40 40 20 20 38.5 38.5 10 no 14486 638 0.48 1609.s0 97.55 U.5D v360 Ll24O 0.01 Ll2,84s 0.02 V1,838 1,510 Design 6 at 0 26 4 s9! 1.75rWlde 5 I) 15 40 40 20 20 38.5 38.5 50 yes 155216 2 155 o.7z 6884.00 762.77 0.50 L/360 v24O 0.17 Lls49 0.30 ut2o 6,884 4 13 0 2 Sawn DF.L#l 15 l) 40 40 20 20 38.5 38.5 10 no 17640 778 0.67 1470.00 89.09 0.38 L/360 11240 0.03 LlL,600 0.04 ur,732 L,470 HET-MXS.O9-03 Printed 7/1312072 3:57 PM Beams Eeam/Header Number Design/Check lnDut Soan Unbraced Length Tributary Load (platforms) Tributary Load (roo0 Wall Heitht Above Beam/Header Material Species/Grade Plies Unlform Loads Dead Load (platform max) Dead Load (platform min) Live Load (platform max) Live Load (platform min) Dead Load {roof max) Dead Load (roof min) Live/Snow Load (roof mar) Live/Snow Load (roof min) Dead Load (wall above) Brick Veneer Forces and stresse.s Maximum Moment Actual Bending Stress (fb) Bending Stress Ratio (fblFb') Maximum Shear Actual Shear Stress (fv) ShearStress Ratio (fo/Fv') Max Live/Snow Load Deflection Max Total Load Deflection Live Load Deflection Total Load Deflection Maximum Reaction Heritage 09T Meetinghouse Release 03, September 2011 HET-MXS-09-03 WCB Beams: Page 8 of 9 ft ft ft ft ft Psf psf psf psf psf psf psf psf psf lb-in psi lbs psi 4 4 0 2 6 Sawn DF:L {2 3 15 If, 40 20 zo 38.5 38.5 10 no 4248 187 0.14 354.00 2L.45 0.08 v360 v740 0.00 Llr0,8o4 0.01 114,700 354 4 4 0 7 0 Sawn DF.L #2 2 15 15 40 40 20 20 38.5 38.5 10 no 9828 374 0.30 819.00 56.48 0.23 u35O v240 0.01 Ll4,773 0.02 L/3,t02 819 ) 5 4 o z Sawn DF:!*l 3 15 40 40 20 20 38.5 38.5 10 no 9000 397 0.34 600.00 36,36 U. IO v360 vz40 0.02 v2,662 0.03 vr,77s 500 Design 3.5 3.5 6 34 72 scL 1.75.Wiite 3 1C .tJ 40 40 20 20 38.5 38.5 10 no 40407 L527 0.5r 3848.25 199.91 0.51 v360 v24o 0.04 I 11 1ia 0.05 vTos 3,848 'j;r::, ::rli::tl::ll!: ,DFli#21 HET-MXS-o9-03 19 Printed 7/13/2072 3:57 pM Beams Beam/Header Number Design/Check ,nput Span ft Unbraced Length ft Tributary Load (platforms) ft Tributary Load (roof) ft Wall Height Above Beam/Header ft Material Species/Grade Plies Uniform Loads Dead load (platform max) psf Dead Load (platform min) psf Live Load (platform max) psf Live Load {platform min) psf Dead Load (roofmax) psf Dead Load (roof min) psf Live/Snow Load (roof max) psf Live/Snow Load (roofmin) psf Dead Load (wall above) psf Erick Veneer Fofces and Stresses Maximum Moment lb-in Actual Bending Stress (fb) psi Bending Stress Ratio (fblFb') Maximum Shear lbs Actual Shear Stress (fu) psl Shearstress Ratio (fvlFv') Max Live/Snow Load Deflection Max Total Load 0eflection Live Load Deflection in Total Load Deflection Maximum Reaction Heritage 09T Meetinghouse Release 03, September 2011 HET-MXS-09-03 wc8 Span 1 Span 2 Span 1 Trib Span 2 Trib Span 1 Span 2 Beams: Page 9 of 9 20 20 33 15 23 0 5 3/4 Gr8 HF 24F-V8 I 20 38.s 0 20 0 38.5 0 no 926640 2166 non t6872.57 t92.28 0.73 v360 v240 0.87 Ll4ss r32 r/300 23,717 HET-MXS-09-03 Printed 7/13/2ot2 4:17 PM SteelBeams Beam Number Input Span 1 Span 2 Unbraced Length Tributary Load (Platforms) Tributary Load (roofl Wall HeightAbove Beam Material Section Floor Loading Unlform Loads Dead Load (platform) Live Load (platform) Dead Load (roof) Live/Snow toad (roof) Dead Load (wall above) Brick Veneer Loads Dlstributed Loads Dead Load (platform) Live Load (platform) Dead Load (roo0 Live/Snow Load {roof) Dead Load (wall above) Total Load Material Prooerties Yield Stress (Fy) Modulus of Elasticity (E) Shear_and Moment Maximum Moment (Mu) Maximum Shear (Vu) Ylclding Allowable Moment {Mn/O) Stress Ratio Lateral Torslonal Buckllng Allowable Moment (Mn/O) Stress Ratio Shear Allowable shear (Vn/o) Stress Ratio Deflection Max Live/Snow Load Deflection Max Total Load Deflection Live Load Deflection (Span 1) Total Load Deflection (SPan 1) Live Load Deflection {Span 2} Total Load Deflection (span 2) Heritage 09T Meetinghouse Refease 03, September 2OL7 HET-MXS-o9-03 WCB Steel Beams: Page 1 of 1 ft ft ft ft psf psf psf psf psf plf plf plf plf plf plf ksi ksi k-in k sB-1 H8-1 sB-2 24 0 24 4 35 10 4992 Steel w16X67 Mezzanine 40 20 38.5 50 yes 60 160 700 1514 500 2774 50 29000 2397 33 3892 0.62 3 148.61 o.76 725.77 v.Lo v360 u240 0.14 v2,049 0.25 Llr,L69 N/A N/A 13.5 0 13.5 0 0 0 A500 Steel HSS5XsX1/4 Mezzanine 15 40 20 38.s )U yes 0 o 0 0 0 215,9 45 29000 59 1 zto 0.28 N/A 4.50 0.32 v360 v240 0.35 L/466 0.35 Ll466 N/A N/A 10 o l0 0 0 10 A500 Steel HSS7X4X3/8 Meztanine 15 40 z0 38.5 50 yes 0 0 0 0 500 500.0 46 29000 75 3 281 o.z7 N/A 6.90 0.36 v360 v240 0.22 L/s3s 0.22 rl533 N/A N/A HET-MXS-o9-03 21 Printed 7/I3/2O72 4:19 PM Jambs Heritage 09T Meetinghouse Release 03, September 2011 HET-MXS-o9-03 WCB 8M-12 H-1 8M-12 n-z 8M.14 H-3 BM-5/8M.20 H-4 BM-35 H-5 Jambs: Page 1 of 4 22 Corresponding Header Design/Check Inpul Wall Height Unbraced Length Opening Height Opening Width Tributary Lentth (platforms) Tributary Length (roof) Material Species/Grade Unlform Loads Dead Load (platform max) Dead Load (platform min) Live Load (platform max) Live Load (platform min) Dead Load (roof max) Dead Load (roof min) Live/Snow Load {roof max) Live/Snow Load (roof min) Dead Load (wall above) Out of Plane Wind Load Seismic Load Polnt Loads Dead Load (platform) Live Load (platform) Dead Load (roofl Live/Snow Load (roof) Total Distance to Point Load Forccs and Stresses Maximum Moment Actual Bending Stress {fb} Bending Stress Ratio (fblFb') Maximum Axial Actual Axial Stress (fc) Axial Stress Ratio (fc/Fc') Max Lateral Load Deflection Lateral Load Deflection King Studs Bearint Studs ft ft ft ft ft ft plf plf plf plf plf plf plf plf psf psf psf lbs lbs lbs lbs lbs ft rb- psi lbs psi 8 1 7 3.5 0 t4 Sawn DF.L #2 0 0 o 0 280 280 539 s39 100 21.s9 2.20 0 0 0 U o 3627.38 479.65 u.zo 1483.25 179.79 0.14 L/360 0.07 L/1,3r0 Design 8 I 7 6.5 0 r4 Sawn DF.L #2 0 0 0 0 280 280 )5v 539 100 2 r.s9 2.20 o 0 0 0 0 6736.57 890.79 0.48 2771.75 328.70 0.26 v360 0.14 L/706 74 1 7 3 0 3 Sawn DF.L #2 0 0 o 0 60 60 115.5 115.5 0 21.59 2.20 0 0 0 u 0 9521.88 629.ss 0.34 263.25 31.91 o.02 Ll360 0.29 L/57r Design 10 10 7 4 4 0 scL 1.5x5.5 max 60 60 160 160 0 0 0 0 5.00 2.20 0 0 0 0 0 0 1500.00 489.80 o.23 470.O0 89.52 0.11 L/360 o,23 t{537 10 q 5 45 Sawn DF-L frz 75 75 200 200 900 900 1827.864905 7827.864906 100 5.OO 2.20 0 0 72A 1386 2106 2 187s.00 247.93 0.20 8420.76 1020.70 0.80 v360 0.06 Ll 2,V26 HET-MXS-09-03 Printed 7h3/20t2 4:19 PM HET. 8M.34 BM-35 BM.6 Heritage 09T Meetinghouse Release 03, September 2011. BM.2BM.3 Corresponding Header Desi6n/Check lnout Wall Height Unbraced Lentth Opening Heitht Opening Width Tributary Length (platforms) Tributary length (roof) Material Species/Grade Unlform Loads Dead Load (platform max) Dead Load (platform min) Live Load (platform max) Live Load (platform minl Dead Load (roof max) Dead Load (roof min) Live/Snow Load (roof max) Live/Snow Load (roof min) Dead Load (wall above) out ot Plane Wind Load seismic Load Point [oads Dead Load (platform) Live Load (platform) Dead Load (roof) Live/Snow Load (roof) Total Distance to Point Load Forces and Stresses Maximum Moment Actual Bending Stress (fb) Bending Stress Ratio (fblFb') Maximum Axial Actual Axial Stress (fc) Axial Stress Ratio (fclFc') Max Lateral Load Deflection Lateral Load Deflection King Studs Eearing Studs ft ft ft ft ft ft plf plf plf plf plf plf plf plf psf psf psf lbs lbs lbs lbs lbs ft lb-in psi lbs psi H-6 H-7 H-8 H-9 H-10 uesrgn 10 10 7 4 0 n Sawn DF-t #2 0 0 0 0 0 0 0 0 20 5.OO 2.20 7S 200 0 0 275 z 1s00.00 198.35 0.16 167.50 20.30 0.02 v350 0.05 L/2,535 Deslgn 10 10 7 8 4 45 5CL 1.5x5.5 max 60 60 160 150 900 900 1827.864906 1827.854906 20 s.00 2.20 0 0 0 0 0 a 3000.00 396.69 o.27 11 181.46 135s-33 0.97 v360 0.12 L/1,030 Design 10 10 4 13 0 Sawn DF-L f2 90 90 740 240 680 680 1309 1309 t20 5.00 2.20 0 0 0 0 1500.00 198.35 0.16 4338.00 s25.82 0.41 v360 o.05 Ll2,53s u€5rgn 20 1 16 I 0 26 scL 1.5x12 max 90 90 240 240 680 580 1309 1309 120 21.59 2.20 0 0 0 0 0 0 sr8t9.74 807.51 0.23 85s6.00 616.65 0.46 V360 0.49 L/49r Deslgn 74 1 8 3 0 3 scL 1.5x12 max 0 0 0 0 280 280 539 539 100 21.59 2.20 0 0 0 0 0 0 9521.88 445.14 0.14 1528.50 110.16 0.0s U360 0.13 vr,272 LsliSit/til$r+itft; ,!tt:i::;ij:i:;i;.rj':lgU:,ii ;,:iiir;;ii:!::l*l##rrps*/#lI l;::l:;:,;:l,rii: !l;Uri;:rlii:ir ii:jli; f,1Iire,b*t:{::i':=.,tii,l5Ll.,rr,ili::ri{1)r2x5 g5.tO,tsL :l';'7!2\t . ::: 15L Printed 7/73/2012 4:19 PM Jambs Heritage 09T Meetinghouse Release 03, September 2011 BM.6 H-12 HET-MXS-09-03 wcB Corresponding Header Design/Check Inout Wall Height Unbraced Length Opening Height Opening Width Tributary Length (platforms) Tributary Length {roo0 Material Species/Grade Uniform Loads Dead Load (platform max) Dead Load (platform min) Live Load (platform max) Live Load (platform min) Dead Load (roof max) Dead Load (roof min) Live/Snow load (roof max) Live/Snow Load (roof min) Dead Load (wall above) Out of Plane Wind [oad Seisrnic Load Polnt Loads Dead load (platform) Live load (platform) Oead Load (roof) live/Snow Load (roof) Total Distance to Point Load Forces and Stresses Maximum Moment Actual Bending Stress (fb) Bending Stress Ratio (fblFb') Maximum Axial Actual Axial Stress (fc) Axial Stress Ratio (fclFc') Max Lateral Load Deflection Lateral Load Deflection King Studs Eearing Studs BM-6 H-13 BM.1O H-14 sM-6 H-16 ft ft ft ft ft plf plf plf plf plf plf plf plf psf psf psf lbs lbs lbs lbs lbs ft tb- psi lbs psi Page 3 of 4 24 8 I 7 3 0 18 Sawn DF.L #2 0 0 0 0 280 280 539 539 100 21.59 2.20 0 o 0 0 0 3109.18 411.13 o.2z 1278.50 754.97 o.12 L/360 u.vo vt,s29 10 10 a 5.) z.) 4 scL 1.5x5:5 max 0 0 0 0 280 280 539 539 s.00 2.20 0 0 1312.50 428.57 0.20 1583.2s 301.57 0.36 Ll360 0.20 v607 Design 10 7 6 z.> scL 1.5x5.5 max 0 0 0 0 280 280 s39 s39 100 s.00 2.20 0 0 0 0 2250.00 297.52 o.2L 2607.O0 316.00 0.2 3 L/360 0.09 Ll7,373 10 10 3.5 6 34 scL 1.5x5,5 max orl 90 240 240 680 680 r309 1309 120 s.00 2.20 0 0 0 0 0 0 1312.50 173.55 0.12 3818.2s 462.82 0,33 v360 0.05 Ll2,3s4 10 10 ) 4 0 Sawn DF-t f2 0 U 0 0 140 140 269.5 269.5 0 7.OO 2.20 U 0 0 n 0 262s.00 347.11 0.28 1023.75 L24.09 0.10 Ll360 0.08 L/7,449 HET-MXS-09-03 Jambs: Printed 7/13/20L2 4:19 PM Jambs Corresponding Header Design/Check lnput Wall Height Unbraced Length Opening Height OpeninS Width Tributary Len$h (Platforms) Tributary Length (roof) Material Species/Grade Uniform Loads Dead Load {platform max) Dead Load (platform min) Live Load (platform max) Live Load (platform min) Dead Load (roof max) Dead Load (roof min) live/Snow load (roof max] Live/Snow Load (roof min) Dead Load (wall above) out of Plane wind Load Seismic Load Point loads Dead Load (platform) Live Load (Platform) Dead Load (roofl Live/Snow Load (roof) Total Distance to Point Load Forces and Stresses Maximum Moment Actual Bending Stress (fb) Bending Stress Ratio (fblFb') Maximum Axial Actual Axial Stress (fc) Axial Stress Ratio (fclFc') Max Lateral Load Deflection Lateral Load Deflection King Sluds Bearing Studs Heritage 09T Meetinghouse Release 03, September 2011 ft ft ft ft ft ft plf plf plf plf plf plf plf ptf psf HET-MXS-09-03 WCB Jambs: Page 4 of 4 psf psf lbs lbs lbs lbs Ibs ft psl lbs psl I r-rz I 10 10 7 4 0 5av.rn DF:L$2 0 0 o 0 140 140 269.5 269.5 0 8.00 2.20 0 n 0 0 0 2400.00 317.36 v.zo 819.00 99.27 0.08 v360 0.08 L/1,s8s HET-MXS-09-03 25 Printed 7/13/20L2 4:20 PM Columns Heritage 09T Meetinghouse Ref ease 03, September 2O!! wc-11 c-5 Columns: Page 1 26 HET-MXS-09-03 WCB Column Design/Check Inout Column Height Unbraced [ength Tributary width (platforms) Tributary Length (platforms) Tributary Width (roof| Tributary Length (roof) Tributary Area (platforms) Tributary Area (roof) X-Axis Eccentriciry (er) Y-Axis Eccentricity (ey) Section Material Species/Grade Unlform loads D€rd Load (platform) Live Load (platform) Dead Load (roof) Live/Snow Load (roof| Additional Arlal loads Dead Load (platform) Live Load (platform) Dead Load (roof) Live/Snow Load (roof) Floor Loads Loads Axial Loads Dead Load (platform) Live Load {platform} Dead Load {roof) Live/Snow Load (roof) TotaJ Load Material Prope.ties Bending Stress (Fb) Axial Stress (Fc) Modulus of Elasticity (E) Min Modulus of Elasticity (Emin) Section Prooerties Studs Fce/Fcr Allowable Compressive Stress (Fc,) Forces and Stresses Maximum Axial Actual Axial Stress (fc) Stress Ratio wc-3 c-1 wc-2 wc-!7 c-3 wc-12 c-4 ft ft ft ft ft ft^2 fl^2 in in psf psf psf pst lbs lbs lbs lbs lbs lbs lbs lbs lbs psl psi psi psl psi lbs psi DFI:#2' 8 I 0 0 13 13 0 769 0 o BulhUp Siwn DF-t #2 40 20 38.5 0 0 0 0 Mezzanine 0.0 0.0 3380.0 6506.5 9886.5 900 1350 1500000 580000 4 58.55 t70z 9885.50 299.59 0.18 8 1 0 0 4 l2 0 48 0 0 Built Up Sawn DF-L #2 15 40 20 38.5 0 0 0 Mezzanine 0.0 0.0 960.0 1848,0 2808.0 900 1350 1500000 580000 ? 39.26 1699 2808.00 113.45 0.o7 10 I 2 8 0 0 IO 0 0 0 Built Up Sawn oF-L*2 l) 40 av 38.5 0 o 0 0 Mezzanine 240.0 640.0 0.0 0.0 880.0 900 1350 1600000 s80000 2 20.o7 1470 880.00 s3.33 0.04 9 1 0 0 19 0 133 0 0 Built Up scL 1.5x5.5 max r) 40 20 38.5 0 0 0 0 Mezzanine 0.0 0.0 2650.0 s120.s 7780.5 1700 1400 1300000 650750 9.5 1 2 4 4 T2 8 48 o 0 Built Up scr 1.5x5.5 max l) 40 20 38.5 0 0 0 0 Mezzanine 120.0 320.0 960.0 1848.0 2928.0 L700 1400 1300000 660750 z HET-MXS-09-03 of6 Printed 7/L3/20t2 4:20 pM Colum0g Heritage 09T Meetinghouse Release 03, September 2011 HET-MX5-09-03 wc8 wc-11 c-11 Column Design/Check Input Column Height Unbraced Length Tributary Width {platforms) Tributary [ength (platforms) Tributary Width (roof) Tributary Length (roof) Tributary Area (platforms) Tributary Area (roo0 X-Axis Eccentricity (er) y-Axis Eccentricity (ey) Section Material Species/Grade Uniform Loads Dead Load (platform) Live Load (platform) Dead toad (roof) Live/Snow Load (roof) Additional Axial loads Dead Load (platform) Live Load (platform) Dead Load (roof) Live/Snow Load {roof} Floor Loads Loads Axial loads Dead Load (platform) Live Load (platform) Dead Load (roof) Live/Snow Load (roof) Total Load Material properties Bending Stress (Fb) Axial Stres5 (Fc) Modulus of Elasticity (E) Min Modulus of Elasticity (Emin) Section Prooerties Studs Fce/Fcr Ailowable Compressive Stress (Fc') Forces and Stresses Maximum Axial Actual Axial Stress (fc) Stress Ratio wc-11 c-6 wc-l1 c-7 wc-r c-9 wc-I1 c-10 wc-1o/wc-14 c.8 ft ft ft ft ft ft ft^2 ft^2 in in psf psf psf psf lbs lbs lbs lbs lbs lbs lbs lbs lbs psi psi psi psi psi Columns: page 2 of 6 27 9.5 2 4 4 77 I 48 0 Built Up SFL ,trr5la5i5 nax 15 40 20 ?cq 0 0 0 0 Mezzanine 720.0 320.0 960.0 1848.0 2928.0 7700 1400 8 I 2 8 0 0 16 0 0 0 Eullt Up scL 1,5r5:5;mi,x 15 40 20 38.5 0 0 Mezzanine 240.0 640.0 0.0 0.0 880.0 7700 1400 9 9 9 72 0 o 108 0 0 0 Euilt Up .Sawn DF.L f2 I) 40 IU 38.5 0 0 0 0 Mezzanine 1520.0 4320.0 0.0 0.0 5940.0 900 1350 1600000 580000 4 0.83 928 9 v 0 74 4 0 56 0 0 Built Up Sawn OF.Lflz 15 40 zv 38.5 0 0 u Mezzanine 0.0 0.0 2756.0 3276.O 900 1350 1600000 580000 2 0.22 350 9 9 2 6 0 0 72 0 0 0 Built Up scL 1.5x5.5 max 15 40 20 38.5 0 0 0 Mezzanine 180.0 480.0 0.0 0.0 660.0 1700 1400 9 o 4 7 7 7 28 49 0 0 Built Up 5CL 1.5x5.5 max 15 40 20 38.5 1000 0 0 0 Mezzanine 1420.0 1120.0 980.0 1886.5 4654.9 1700 1400 HET-MXS-09-03 Printed 7/j,3/2072 4:20 pM Columns Heritage 09T Meetinghouse Release 03, Septemb er 2011. HET-MXS-o9-03 WCB wc-19 c-t7 Column Design/Check lnput Column Height Unbraced Length Tributary Width (platforms) Tributary Length (platforms) Tributary Width (roo0 Tributary len8th (roo0 Tributary Area (platforms) Tributary Area [roo0 X-Axis Eccentricity (er) Y-Axis Eccentricity (er,) Section Material Species/Grade Uniform Loads Dead Load (platform) Live Load (platform) Dead Load (roof) Live/Snow Load (roof) Additional Axial Loads Dead Load (platform) Live Load (platform) Dead Load (roof) Live/Snow Load (roof) Floor Loads Loads Axial Loads Dead Load (platform) Live Load (platform) Dead Load (roof) livelSnow Load (roof) Total Load Material propertiet BendinB Stress (Fb) Axial Stress (Fc) Modulus of Elasticity (E) Min Modulus of Elasticity (Emin) Section Propert,es Studs Fce/Fc* Allowable Compressive Stress (Fc,) Forces and Stresses Maximum Axial Actual Axial Stress (fc) Stress Ratio 8M-21 c-72 wc-18 c-13 8M-27 c-14 wc-13 c-15 wc-8 c-16 ft ft ft ft ft ft ft"2 ft^2 in in psf psf psf psf lbs lbs lbs lbs lbs lbs lbs lbs lbs psl psi psi psi psi Columns: Page 3 of 6 28 a 9 o 0 2 7 L4 o 0 Bql!!iqp scr X;5x12 max t) 40 20 38.5 750 o 0 0 Mezzanine 750.0 0.0 280.0 539.0 1s59.0 2250 2t75 1500000 787875 9 9 n o 3 0 27 0 0 Eullt UD sc! 1,5t5:5 max 15 40 20 ?N E s00 0 0 0 Mezzanine 500.0 0.0 420.0 808.5 1728.5 7700 1400 1300000 550750 2 0.26 405 1728.50 L04.76 u.zd 9 9 0 0 3 7 0 27 0 0 Built Up scL 1,5x12 max 40 20 38.5 500 0 0 Mezzanine 500.0 0.0 420.O 808.5 7728.5 1Z)V 2775 1500000 787875 9 9 0 0 f, 6 0 5U 0 0 Built Up 5CL 1.5x5.5 max l) 40 20 38.5 onn 0 0 n Mezranine 900.0 0.0 600.0 1155.0 26ss.0 1700 1400 1300000 660750 9 9 n 5 13 0 65 0 0 Bullt Up Sawn DF.L #2 40 20 38.5 1900 0 0 0 Mezzanine 1900.0 0.0 1300.0 2502.5 s702,s 900 1350 1600000 580000 4 o.72 976 5702.50 L72.80 0.18 9 9 0 0 5 0 35 0 0 Built Up scL 1.5x12 max 40 20 38.5 1000 0 0 Me22anine 1000.0 0.0 700.0 7347.5 3047.5 2250 a! t5 1s00000 787875 HET-MXS-09-03 Printed 7/73/20L2 4:2O pM Columns Heritage 09T Meetinghouse Refease 03, September 2OI1, HET-MXS.O9-03 WCB wc-Lz c-23Column Design/Check lnput Column Height Unbraced Length Tributary Width (ptatforms) Tributary Length (platforms) Tributary Width (roof) Tributary Length (roof) Tributary Area (platforms) Tributary Area (roof) X-Axis Eccentricity (e,) Y.Axis Eccentricity (ey) Section Material Species/Grade Uniform Loads Dead Load (platform) Live Load (platform) Dead Load (roof) Live/Snow Load (roof) Additional Axlal l-oads Dead Load (platform) Live Load (platform) Dead Load (roof) Live/Snow Load (roof) Floor Loads Loads Axial loads Dead Load (platform) Live Load (platform) Dead Load (roof) Live/Snow Load (roof) Totrl Load Material Properties Bending Stress (Fb) Axial Stress (Fc) Modulus of Elasticity (E) Min Modulus of Elasticity (Emin) Section Properties Studs Fce/Fc, Allowable Compressive Stress (Fc,) Fo.rces and Stresses Maximum Axial Actual Axial Stress (fc) Stress Ratio wc-11 c-18 wc-7 c-19 wc-1 c-20 8M.31 c-27 BM-20 c-22 ft ft ft ft ft ft ft^2 ft^2 In in psf psf psf psf lbs lbs lbs lbs lbs lbs lbs lbs lbs psi psi psl psl psr lbs psi Columns: Page 4 of G 29 8 8 5 J 0 0 25 0 0 Built Up sct 1.5x5.5 max J.) 40 zu 56.) 0 0 Mezzanine 375.0 1000.0 0.0 0.0 1375.0 1700 1400 1300000 660750 2 0.38 502 8 8 5 5 0 U 75 0 0 0 Euilt Up 5CL 1.5x5.5 max 15 40 ZU 38.5 0 0 0 Mezzanine 375.0 1000.0 0.0 0.0 1375.0 1700 1400 1300000 5607s0 .2 0.38 502 8 8 2 0 n 4 0 0 0 Built Up Sawn DF.L#2 If 40 20 38.5 0 0 0 0 Mezzanine 60.0 160.0 0.0 0.0 220.O 900 1350 1600000 s80000 2 0.31 430 220.00 13.33 0.03 8 8 2 2 0 0 4 0 0 0 Built Up Sawn DF.L #2 I> 40 20 38.5 0 0 0 0 Mezzanine 60.0 150.0 0.0 0.0 220.o 900 1350 1600000 580000 2 0.30 432 220.O0 20.95 0.05 9 9 5 0 0 15 0 0 0 Built Up 5CL 1,5x5.5 max 15 40 20 38.5 0 0 0 Mezzanine 225.0 500.0 0.0 0.0 825.0 L700 1400 1300000 660750 1 0.o7 104 lf 0 0 11.5 4 0 46 0 0 Built Up 5CL 1.5x5.5 max l) 40 20 38.5 o 0 0 0 Mezzanine 0.0 0.0 920.0 1777.0 2691.0 1700 1400 r300000 650750 3 0.21 331 HET-MXS-09-03 Printed 7/I3/20L2 4:20 pM Cofumns Heritage 09T Meetinghouse Release 03, September 2011 HET-MXS-09-03 WCB Column Design/Check lnout Column Height Unbraced LenSth Tributary Width (platforms) Tributary Length (platforms) Tributary Width (roo0 Tributary Length (roof) Tributary Area (platforms) Tributary Area (roof) X-Axis Eccentricity (er) Y-Axis Eccentricity (ey) Section Material Species/Grade Uniform loads Dead Load (platform) Live Load (platform) Dead t_oad (roo0 Live/Snow Load (roof) Addltional Axial loads Dead load (ptatform) Live Load (platform) Dead Load (roof) Live/Snow Load (roof) Floor Loads Loads Axlal loads Dead Load (platform) Llve Load (platform) Dead Load (roof) Live/Snow Load (roof) Total Load Material propertles Bending Stress (Fb) Axial Stress (Fc) Modulus of Etasticity (E) Min Modulus of Elasticity (Emin) Section prooerties Studs Fce/Fc. Allowable Compressive Stress (Fc,) Forces and Stresses MaximumAxial Actual fuial Stress (fc) Stress Ratio wc-4 c-24 wc-18 EC-2 wc-19 Fa- ? wc-12 EC-4 Columns; page 5 of 6 30 ft ft ft ft ft ft It^2 ft^2 in in psf psf psf psf lbs lbs lbs lbs lbs lbs ros lbs lbs psi psi psi psi p5i 1S l5 0 0 I1.5 4 0 46 0 0 Sullt Up Sawn DF.L#2 l5 40 20 38.5 o 0 u Mezzanine 0.0 0.0 920.0 1777.0 2691.0 900 1350 1600000 580000 5 o.r7 286 9 9 I t 0 7 0 0 0 Euilt Up sct 1,5x5.5 max t< 40 20 38.5 0 0 0 Mezzanine 15.0 40.0 0.0 0.0 qs n 170o 1400 13 13 0 0 2 1n 0 20 0 0 Built Up scL 1.5x5.5 max l) 40 20 38.5 900 0 0 0 Mezzanine 900.0 0.0 400.0 770.0 2070.0 1700 1400 1n l0 0 4 74 0 s6 0 0 Bullt Up scL 1.5x12 max t) 40 38.5 400 0 0 0 Mezzanine 400.0 0.0 1120.0 2156.0 3676.0 2250 2175 1s00000 787815 10 ln 0 4 L4 0 55 0 0 Built Up scL 1,5x5.5 max 15 40 38.5 400 0 0 0 Mezzanine 400.0 0.0 1120.0 2756.0 3676.0 7700 1400 1300000 660750 3 o.47 708 3676.00 148.53 v.tl 9 J o 0 3.5 10 0 35 0 0 Built Up 5CL 1.5x5.5 max l5 40 20 38.5 400 0 0 0 Mezzanine 400.0 0.0 700.o 1347.5 2447.5 1700 r400 1300000 HET-MXS-09-03 Printed 7/13/20L2 4:20 pM Columns Heritage 09T Meetinghouse Release 03, September 201.1 HET-MX5-09-03 WCB Column Design/Check Input Column Height Unbraced Length Tributary Width (platforms) Tributary LenSth (platforms) Tributary Width (roof) Tributary Length (roof) Tributary Area (platforms) Tributary Area (roof) X-Axis Eccentricity (e,) Y-Axis Eccentricity (ey) Section Material Species/Grade Uniform Loads Dead l-oad (platform) Live Load (platforrn) Dead Load (roof) Live/Snow Load (roof) Additlonal Axlal loads Dead Load (platform) Live Load (platform) Dead Load (roof) Live/Snow Load (roof) Floor Loads Loads Arial loads Dead Load (platform) Live Load (platform) Dead Load (roof) Live/Snow Load {roof) Total Load Material properties Bending Stress (Fb) Axial Stress (Fc) Modulus of Elasticity (E) Min Modulus of Elasticity (Emin) Sectlon Properties Studs Fce/Fcr Allowable Compressive Stress (Fc,) Forces and Stresses Maximum Axial Actual Axial Stress (fc) Stress Ratio wc-15 EC-6 wc-gnilc-15 EC-7 BM-26 EC-8 wc-20 PC-1 wc-20 ?c-2 Columns: page 6 of 5 31 ft ft ft ft ft ft ft^2 ft^2 in in psf psf p5f psf lbs lb5 lbs lbs lbs lbs lbs lbs lbs psi psi psi psi psl 9 9 0 0 0 n o 0 0 0 Eullt tJ,p rSC! 1;5x5.5.max 15 20 38.5 400 0 1000 2000 Mezzanine 400.0 0.0 1000.0 2000.0 3400.0 1700 1400 1300000 9 o 0 0 0 0 0 0 0 0 Bqilt Up 5awn, oF-L#2 15 40 20 38.s 400 0 1000 2000 Mezzanine 400.0 0.0 1000.0 2000.0 3400.0 900 1350 1600000 s80000 5 v.5z 462 9 9 4 ) 0 0 20 0 0 0 Bullt Up Sawn DF.L#2 15 40 20 38.5 0 0 0 0 Mezzanine 300.0 800.0 0.0 0.0 1100.0 onn 1350 1600000 580000 3 0.56 702 2t 2I 0 0 74 74 0 202 2 ) Solid Glu-lam Gt2.0E 15 40 20 38.5 o 0 Mezzanine 0.0 0.0 4040.0 7777.O 17877.0 2400 1800 2000000 101653s 1 o.77 339 11817.00 219.50 0.75 15 lo 0 0 22 22 0 493 3 4.75 Solid Glu-[am GL2.OE 15 40 20 38.5 0 0 0 Metzanine 0.0 0.0 9858.4 78977.4 28835.8 2400 1800 2000000 1016535 I o.29 573 HET-MXS-09-03 Printed 7/t3/20I2 4:26 SteelColumns Heritage 09T Meetinghouse Ref ease 03, Septemb er 2Ol7 PM HET-MXS-09-03 WCB Grid Column Design/Check InDut Column Height K factor Tributary Width (ptatforms) Tributary LenSth (platforms) Tributary Width (roof) Tributary Length (roof) Tributary Area (platforms) Tributary Area (roof) X-Axis Eccentricity (e,) Y.Axis Eccentricity (ey) Section Material Unlform Loads Dead Load (platform) Live Load (platform) Dead load (roof) Live/Snow Load (roof) Addltional Arial Loads Dead Load (platform) Live Load (platform) Dead Load (roofl Live/Snow Load (roof) Floor Loading Loads Arlal Loads Dead Load (platforrn) Live Load (platform) Dead Load (roof) Live/Snow Load (roof) Total Load Material properties Flexural Euckling Stress (Fcr) Elastic Critical Bucklint Stress (Fe) Allowable Axiat Load (pnl0) Al,owable Moment (Mnl0) Forces and Stresses Maximum Axial (pu) sG2 ft ft ft ft ft tt^2 ft^2 in in psf psf psf psf lbs lbs lbs lbs lbs lbs lbs lbs lbs ksi ksi k k-in Axial Only Stress Ratio (pulpn) Applied Moment X (Mrx) k-in Applied Moment y (Mry) k-in Combined Stress Ratio Page 1 of 32 11.5 I 4.5 35 4.5 31.5 1S7.5 0 0 HSS4X4X3/15 A5OO Steel 15 40 20 38.5 0 0 0 0 Mezzanine 472.s 1260.0 3150.0 6063.8 9586.3 27.O 36.1 41.7 101.1 9.69 o.23 0.00 0.00 0.23 ll.J 1 r2 35 72 84 420 0 0 HSS4X4X3/8 4500 Steel 15 40 20 38.5 0 0 Mezzanine 1260.0 3360.0 8400.0 76L70.O 2s830.0 25.4 32.5 72,8 176.0 25.83 0.3s 0.00 0.00 0.3s 11.5 1 7 16.5 35 16.5 115.5 577.5 0 0 Hss4x4X3/8 4500 Steel 15 40 20 38.s 0 0 0 0 Mezzanine 2688.0 7168.0 77920.o 34495.0 55104.0 25,4 5 2.5 72.8 176.O 5s.10 0.76 0.00 0.00 U. /D 9 1 n 0 0 0 0 8 0 HS53X3X3/16 4500 Steel l) 40 20 38.5 0 0 2500 0 Mezzanine 0.0 0,0 2500.0 0.0 2500.0 25.2 31.9 77.8 33.9 2.s0 0.r4 20.00 0.00 u.ob HET-MXS-09-03 SteelColumns: Printed 7/13/201,2 4:28 PM Wafls - Gravitv Heritage 09T Meetinghouse Release 03, September 2OtI HET-MXS-09-03 WCB Wall Design/Check Inpul Wall Height Unbraced Length Stud SpacinS Tributary Length (platforms) Tributary Length (roof) Material Species/Grade Unlform loads Dead Load (platform) Live Load (platform) Dead Load (roof) Live/Snow Load (roof) Floor l_oading Out of plane Wind Load Seismic Load Loads Oistributed Out of plane Loads Wind Load Seismic Load Axial loads Dead Load (platform) Live Load (platform) Dead Load (roof) Live/Snow Load (roof) Total Load Forces and Stresses Maximum Moment Actual Bending Stress (fb) BendinS stress Ratio (fblFb') Maximum Axial Actual Axial Stress (fc) Axial Stress Ratio (fclFc,) Combined Stress Ratio Max Lateral Load Deflection Lateral Load Deflection EXW.1 ft ft tn ft ft psf psf psf psf plf plf lbs lbs lbs lbs lbs lb-in psi lbs psi Walls - Gravity: page 1 of 7 33 28 1 16 0 4 scL 1.5x12rmax 15 40 20 38.5 Mezzanine 21.s9 2.20 28.8 2.9 0.0 106.7 205.3 372.0 3385s.57 960.34 0.3s 312.00 17.s2 0.02 0.35 Ll360 0.89 Ll379 23 I 15 0 sct 1.5x12:max 15 40 20 38.5 Meztanine 21.59 2.20 28.8 2.9 0.0 0.0 80.0 154.0 234.O 22841.87 647.98 0.23 234.00 !3.14 0.24 v360 0.40 L/683 27 16 0 26 scL 1;5112 max 15 40 20 38.5 Mezzanine 21.59 28.8 2.9 0.0 693.3 r334.7 2028.0 79043.76 844.04 o.26 2028.00 742.32 0.16 0.34 Ll360 u,)5 Ll459 27 1 15 0 4 scL 1.5x12 max 15 40 20 38.5 Mezzanine 27.59 2.20 28.8 ?.9 0.0 0,0 706.7 205.3 312.0 79043.76 844.O4 0.26 312.00 21.89 0.03 o.27 v350 0.ss Ll459 18 16 0 4 scL 1.5x12 max 15 40 20 38.5 Meuzanine 21.59 2.20 28.8 2.9 0.0 0.0 706.7 205.3 312.0 13991.33 620.11 0.19 312.00 27.89 0.02 0.20 Ll360 0.30 v730 HET-MXS-09-03 Printed 7/13/2012 4:28 PM Walls - Gravitv Wall Design/Check lnout Wall Height Unbraced Length Stud Spacing Tributary Length (platforms) Tributary Length (roof) Material 5pecies/Grade Uniform Loads Dead Load (platform) Live Load (platform) Dead Load (roof) Live/Snow Load (roof) Floor Loading Out of Plane Wind Load Seismic Load loads Distributed Out of Plane loads Wind Load Seismlc load Arial loads Dead Load (platform) Live Load (platform) Dead Load (roof) Live/Snow Load (roof) Total Load Forces and Stresses Maximum Moment Actual Eending Stress (fb) Bending Stress Ratio (fb/Fb') Maximum Axaal Actual Axial Stress (fc) Axial Stress Ratio (fclFc') Combined Stress Ratio Max Lateral Load Deflection Lateral Load Deflection Heritage 09T Meetinghouse Release 03, September 2011 EXW.6 EXW-10 HET-MXS-o9-03 WCB EXW.11 ft ft in ft ft psf psf psf psf plf plf lbs tbs lbs lbs tbs lb-in psi lbs psi lr:: l::,r : i,, : : ::!r::: I :i:r:: '::ii: f,+:lJr, ^.d . .:rut{i;:p;6;;1',; Walls - Gravity: Page2 of 7 34 a 1 24 0 t4 Sawn DF-L#2 15 40 20 38.5 Mezzanine 2t.>t 2.20 43.2 4.4 0.0 0.0 qan n 1078.0 1538.0 5246.7s 593.78 0.38 1638.00 198.55 0.20 0.51 v360 0.13 L/80s 74 1 16 0 4 sct 1.5x12 max 15 40 20 38.5 Mezzanine zr,>t 2.20 28.8 2.9 0.0 0.0 706.7 20s.3 312.0 8463.89 644.10 0.19 312.00 28.69 0.03 0.19 v360 0.24 V68e 10 15 0 4 5CL 1.5x12 max 15 40 20 38.s Mezzanine 21.59 2.20 28.8 2.2 0.0 0.0 106.7 205.3 312.0 11054.88 84t.27 o.24 312,00 28.69 0.03 0.25 v?60 o.42 Ll462 13.5 1 72 0 4 scL 1.5x5.5 max 1q 40 20 38.5 Mezzanine 21.59 2.20 21.6 2.2 0.0 0.0 80.0 154.0 234.0 5902.59 780.51 o.29 234.00 28.36 0.05 0.31 v360 o.42 u388 9 1 24 0 74 Sawn DF-L #2 15 40 2U 38.5 Mezzanine 21.59 2.20 43.2 4.4 0.0 0.0 560.0 1078.0 1638.0 s246.75 693.78 0.38 1638.00 198.s5 0.20 o q'l v360 0.13 v80s l5 I 16 0 4 scL 1.5x12 max I5 40 IU 38.s Mezzanine 21.59 2.20 28.8 2.> 0.0 0.0 106.7 205.3 312.0 9776.20 739.40 312.00 28.69 0.03 v.zz Ll360 0.32 Ll560 HET-MXS-09-03 Printed 7/13/2012 4:28 PM Walls - Gravitv Wall Design/Check Input Wall Height Unbraced Length Stud Spacing Tributary Length (platforms) Tributary Length (roo0 Material Species/Grade Uniform [oads Dead Load (platform) Live Load (platform) Dead Load (roof) Live/Snow Load (roof) Floor Loading Out of Plane Wind Load Seismic Load Loads Distributed Out of Plane Loads Wind Load Seismic Load Axlal toads Dead Load (platform) Live Load (platform) Dead Load (roof) Live/Snow Load (roo0 Total Load Forces and Stresses Maximum Moment Actual Bending Str€ss (fb) Bending Stress Ratio (fblFb') Maximum Axial Actual Axial Stress (fc) Axial Stress Ratio (fclFc') Combined Stress Ratio Max Lateral Load Deflection Lateral Load Deflection Heritage 09T Meetinghouse Release 03, September 2011 EXW-13 HET-MXS-o9-03 WCB Walls - Gravity: Page 3 of 7 35 EXW-12 ft ft in ft ft psf psf psf psf plf plf lbs lbs Ibs lbs lbs lb-in psi lbs psi 11 1 16" 0 4 -ser 1,5x12:max l) qv 38.s Mezzanine 2t.59 2.20 28.8 2.9 0.0 0.0 106.7 205.3 312.0 12479.97 949.72 0.28 312.00 28,69 0,04 0.29 V360 0.53 v38s I I 16 0 5 Sewn oF.L #2 l) 40 20 38.s Mezzanine 27.59 2.20 28.8 2.9 0.0 U.U 160.0 308.0 468.0 2763.72 365.45 0.20 458.00 55.73 0.05 0.2\ L/360 0.06 ur,720 t0 1 24 5 35 5Ct 1;5x5.5 max 15 40 z0 38.5 Mezzanine s.00 2.20 10.0 4.4 150.0 400.0 1400.0 3028.1 4578.L 1500.00 198.35 o.o7 4578,13 554.92 0.56 o.49 L/240 0.06 L/2,050 10 1 24 45 scL 1,5x5.5 max 15 40 20 38.5 Mezzanine 5.00 2.20 10.0 4.4 150.0 400.0 1800.0 3655.7 560s.7 1500.00 198.35 o.o7 5505.73 679.48 v.ov 0.72 LI240 0.05 Ll2,060 15 1 24 1 scL 1,5x5,5 max l) 40 20 38.5 Mezzanine 5.00 2.20 10.0 4,4 30.0 80.0 80.0 154.0 285.5 3375.00 446.28 61? 285.50 34.6t 0.07 0.19 v240 o.29 U6to l> 7 24 I 2 scL 1.5x5.5 max 15 40 20 38.5 Mezzanine 5.00 2.20 10.0 4.4 30.0 80.0 80.0 154.0 28s.5 3375.00 446.28 o.77 28s.50 34.67 0.07 0.19 v24O 0.29 L/670 HET-MXS-09-03 Printed 7/L3120L2 4:28 PM Walls - Gravitv Wall Design/Check Inout Wall HeiBht Unbraced LenSth Stud Spacing Tributary Length (platforms) Tributary Length (roof) Material Species/Grade Uniform Loads Dead Load {platform) live Load (platform] oead Load (roo0 Live/Snow Load (roof) Floor Loading Out of Plane Wind Load Seismic Load toads Distrlbuted Out of Plane Loads Wind Load Seismic Load Axial Loads Dead Load (platform) Live Load (platform) Dead Load (roof) Live/Snow Load (roof) Total Load Forces and Stresses Maximum Moment Actual Eending Stress (fb) Bending Stress Ratio (fblFb') Maximum Axial Actual Axial Stress (fc) Axial Stress Ratio (fclFc'l Combined Stress Ratio Max Lateral Load Deflection Lateral Load Deflection Heritage 09T Meetinghouse Release 03, September 2011 HET-MXS-09-03 WCB Walls - Gravity: Page 4 of 7 36 INW.5 rNw.6 tNw-7 rNw-8 rNW-g I tNw-10 ft ft in ft ft psl psl psl psl psf psf plf plf lbs psi lbs lbs lbs lbs lbs psi in checK 11 1 24 t2 26 sct 1.5x5.5 max 15 40 20 38.5 Mezzanine 5.00 2.20 10.044i 360.0 Is60.0 | 1040.0 |2w2.0 |362r.s II181s.00 |240.00 |0.0s I3621.s0 I438.97 | siilv24o I0.0s IL/7,s48 I check LZ 1 24 0 16 Sawn DF.L #2 15 40 20 38.s Mezzanine 5.00 2.20 10.0 I441 ,li, I1232.0 |7872.0 II 2160.00 |,::;:, Ir872.oo I226.e1 |:il 1L/240 I0.ro IL/1,467 I LNECK t4 1 24 0 6 Sawn DF-L #2 15 40 20 38.5 Mezzanine 5.00 2.20 10_0 4.4 0.0 0.0 240.0 462.0 702.0 2940.00 388.76 o.2t 702.OO 8s.09 0.18 0.29 Ll240 0.18 L/924 I LNECK 6 1 24 4 o sct 1.5x5.5 max 15 40 2U 38.5 Mezzanine 5.00 2.20 10.0 I4.4 |I 120.0 |320.0 |24o.o I462.0 |e46.5 | s4o.oo I7!.40 |o.03 |s46.s0 |7L4.73 |0.08 |:,::' II0.01 |L/9,536 | LNCCK t2 1 16 0 9 scL 1.5x5.5 max 15 40 20 38.5 Mezzanine 5.00 2.20 o,I z-Y 0.0 0.0 240.0 452.0 702.0 1440.00 190.41 0.07 702.00 85.09 0.12 0.09 L/240 0.08 117,788 check 4 24 o scL X.5x5.5 max 15 40 20 38.5 Mezzanine 5.00 7.20 10.0 4.4 120.0 320.0 240,0 462.4 945.5 240.00 3t.74 0.01 946.50 L74.73 nn7 o.o2 v240 0.00 L/32,t86 HET-MXS-09-03 Printed 7/73/2012 4:28 pM Walls - Gravitv Heritage 09T Meetinghouse Release 03, September 20L! rNw-12 rNW-13rNW-11 HET-MXS-09-03 WCB rNw.16 Wall Design/Check lnput Wall Heitht Unbraced length Stud Spacing Tributary Length (ptatforms) Tributary length (roof) Material Species/Grade Uniform Loads Dead Load (platform) Live Load (platform) Dead Load (roo0 Live/Snow Load (roof) FIoor Loading Out of Plane Wind Load Seismic Load Loads Dlstributed Out of plane Loads Wind Load Seismic Load Axial toads Dead Load (platform) Live Load (platform) Dead load (roof) Live/Snow Load (roof) Total Load Forces and Stresses Maximum Moment Actual Bendint Stress (fb) Bending Stress Ratio (fblFb') Maximum Axial Actual Axial Stress (fc) Axial Stress Ratio (fclFc,) Combined Stress Ratio Max lateral load Deflection Lateral Load Deflection rNw-14 rNw.15 fr in ft ft psf psf psf psf plf plf lbs lbs lbs lbs lbs lb-in psi lbs psi t4 a 74 0 Sawn DF-L S2 40 20 38.s Mezzanine 5.00 2.20 10.0 4.4 0.0 0.0 80.0 154.0 234.0 2940.00 388.76 0.27 234.00 28.36 0.06 0.23 Ll240 0.18 Ll924 6 1 24 0 6 Sawn DF.L#2 l) 40 20 38.5 Mezzanine 5.00 2.20 10.0 4.4 0.0 0.0 240.0 462.0 702.0 960.00 726.94 o.o7 702.OO 85.09 0.08 0.08 Vz4o 0.02 Ll4,9s2 16 1 15 5 19 sct 1.5x5.5 max 15 40 2U 38.5 Mezzanine 5,00 2.ZO 6.7 2.9 100.0 266.7 506.7 975.3 1582.0 2560.00 338.51 v. l5 1s82.00 197.76 0.45 0.43 U24o 0.25 Ll754 16 1 24 0 5 Sawn DF.L#2 15 40 20 38.5 Mezzanine 5.00 2.20 10.0 4.4 0.0 0.0 200.0 385.0 58s.0 3840.00 507.77 o.28 s85.00 70.97 0.19 0.38 L/24O 0.31 Ll619 15 24 0 13 Sawn DF.L#2 15 40 z0 38.s Mezzanine s.00 2.20 10.0 4.4 0.0 0.0 520.0 1001.0 L521.0 3840.00 507.77 0.28 1521.00 r84.36 0.50 0.80 v240 0.31 L/619 t4 I 24 0 2 5awn DF.L #2 1q 40 20 38.5 Mezranine 5.00 a,zu 10.0 4.4 0.0 0.0 80.0 154.0 234.0 2940.00 388.76 0.2 r 234.0O 28.36 0.06 v, z5 v240 0.18 Ll924 Walls - Gravity: page 5 of 7 HET-MXS-09-03 37 Printed 7 h3/2072 4:28 pM Walls - Gravitv Heritage 09T Meetinghouse Release 03, September 20lt HET-MX5-09-03 WCB Wall Design/Check Inout Wall Height Unbraced Length Stud Spacing Tributary Length (platforms) Tributary Length (roof) Material Species/Grade Uniform Loads Dead Load (platform) Live Load (platform) Dead Load (roof) Live/Snow Load (roof) Floor Loading Out of Plane Wind Load Seismic Load Loads Distributed out of Plane Loads Wind Load 5€ismic Load Axial loads Dead Load (platform) Live Load (platform) Dead Load (roof) LivelSnow Load (roof) Total Load Forces and Stresses Maximum Moment Actual Bending Stress (fb) Bending Stress Ratio (fblFb') Maximum Axial Actual Axial Stress (fc) Axial Stress Batio (fclFc') Combined Stress Ratio Max Lateral Load Deflection Lateral Load Deflection tNW-17 MZW-3 ft ft in ft ft MZW-4 Walls - Gravity: Page 6 of 7 38 psf psf psf psf plf plf lbs lbs lbs lbs lbs Check t4 1 24 0 2 Sawn DF-L #2 15 40 20 38.5 Mezzanine 5.00 2.20 10.0 4.4 0.0 0.0 80.0 154.0 234.0 2940.00 388.76 o.2l 234.00 28.36 0.05 u. t5 v24O 0.18 vs24 8 8 24 5 scL 1.5x12 max 15 40 20 38.5 Mezzanine 5.00 2.20 10.0 4.4 150.0 400,0 0.0 0.0 550.0 960.00 3L3.47 0.11 s50.00 704.76 0.13 0.14 tl24O 0.08 L/1,795 9 9 24 6 0 5CL 1.5x5.5 rnax 15 40 20 38,5 Mezzanine 5.00 2.20 10.0 4.4 180.0 480.0 0.0 0.0 660.0 1215.00 160.66 0.10 660.00 80.00 0,o7 o.72 Ll244 0.04 L/2,826 9 9 24 11 0 sct 1.5x5.5 max 1C 40 20 38.5 Mezzanine 5.00 2.20 10.0 4.4 330.0 880.0 0.0 0.0 1210.0 1215.00 160.65 0,10 1210.00 746.67 0.14 0.14 v24O 0.04 v2.826 9 9 24 n Sawn DF-L #2 15 40 20 ?c < Mezzanine 5.00 2.20 10.0 4.4 60.0 160.0 0.0 0.0 2tv.u 1215.00 160.66 0.12 220.00 26.67 0.03 0.13 v240 0.03 u3,478 9 9 24 2 0 Sawn DF-L #2 15 40 20 38.5 Mezzanine s.00 2.20 10.0 4.4 60,0 150.0 0.0 0.0 220.0 1215.00 396.73 o.2t 220.00 41.90 0.09 0.24 v240 0.12 V896 HET-MXS-09-03 Printed 7/L3/2072 4:28 pM Walls. Gravitv Heritage 09T Meetinghouse Release 03, September 2011 HET-MXS-09-03 wcB Wall Design/Check Inout Wall Height Unbraced Length Stud Spacing Tributary Lengh (platforms) Tributary length (roof) Material Species/Grade Unlform Loads Dead Load (platformI tive Load (platform) Dead Load (roof) Live/Snow Load (roof) Floor Loading Out of Plane Wind Load Seismic Load Loads Dlstributed Out of plane Loads Wind Load Seismic Load Axlal Loads Dead Load (platform) Live Load (platform) Dead Load (roof) Live/Snow Load (roof) Total Load Forces and Stresses Maximum Moment Actual Bending Stress (fb) Bending Stress Ratio (fblrb,) Maximum Axial Actual Axial Stress (fc) Axial Stress Ratio (fclFc,) Combined Stress Ratio Max Lateral Load Deflection Lateral Load Deflection Storage Building ft ft ln ft ft psf psf psf psf plf plf lbs lbs lbs lbs lbs lb-in psi lbs psl Walls - Gravity: PageT of 7 39 IU 10 :24 2 0 Sawn DF.L f2 15 40 2V 38.5 Mezzanine s.00 2.20 10.0 4.4 60.0 150.0 0.0 0.0 220.0 1500.00 198.35 o.15 220.0a 26.67 0.03 0.77 Ll24o 0.05 L/2,s3s 9 9 24 ) 0 Sawn DF-t #2 15 40 20 38.s Mezzanine 5.00 2.20 10.0 4.4 150.0 400.0 0.0 0.0 550.0 1215.00 150.56 0.12 550.00 66.67 0.o7 0.14 Ll240 0.03 Ll3,478 4 4 24 6 o Sawn DF-L #2 15 725 20 38.5 Platform ?.20 10.0 4.4 180.0 1500.0 0.0 0.0 1680.0 240.00 78.37 o.04 1680.00 320.00 0.25 0.11 v240 0.00 Ll70,208 8 8 16 0 7 Sawn DF.Lil2 15 125 20 38.5 Platform 21.59 2.20 28.8 1.> 0,0 0.0 t86.7 359.3 545.0 2763.72 902.44 o.47 s46.00 104.00 0.18 0.51 v360 o.22 Ll443 HET-MXS-09-03 Printed 7/13/2012 4:33 pM Continuous Footings Continuous Footinps Corresponding Wall Input Allowable Soil Bearing pressure Tributary Length (platforrns) Tributary Length (roof) Wall Height Uniform Loads Dead Load (platform) Uve Load (platform) Dead Load (roof) Live/Snow Load (roof) Dead Load (wall) Erick Veneer Loads Distributed Loads Dead Load (platform) Live Load (platform) Dead Load (roof) Live/Snow Load (roof) Dead Load (wali) Total Load Footinr Ptopertles Required Width Design Width Heritage O9T Meetinghouse Release 03, Septemb er 201.I HET-MXS-09-03 WCB psf psf psf psf psf plf plf plf plf plf plf ft ft 1500 0 28 15 20 38.5 50 yes 0 0 80 154 1400 1634 1.09 1.50 1500 0 3 23 15 40 20 38.5 JU yes 0 0 50 115.5 1150 1325.5 0.88 1.50 1500 0 26 2l 15 40 20 38.5 50 yes 0 520 1001 1050 2577 t,7l 2.00 If 40 20 38.5 50 yes 15 40 20 38.5 cn yes 0 0 80 154 900 I 134 15 40 zv 38.5 50 yes 0 0 280 539 450 7269 1500 0 4 l4 40 20 38.5 <n yes 0 0 80 154 700 934 Cont Footings: page 1 of4 HET-MXS-o9-03 40 Printed 7/73/2012 4:33 pM Continuous Footines Contlnuous Footlnrs Corresponding Wall Input Allowable Soil Eearing pressure Tributary LenSth {platforms} Tributary tength (roof) Wall Height Uniform loads Dead Load (platform) Live load (platform) Dead Load (roof) Live/Snow Load (roof) Dead Load (wall) Erick Veneer Loads Distrlbuted loads Dead Load (platform) Live load (platform) bead load (roof) live/Snow load (roof) Dead Load (wall) Total Load Footinq Properties Required Width Design Width Heritage 09T Meetinghouse Release 03, September 2OIt HET-MXS-09-03 WCB EXW.1O EXW-11 EXW-12 EXW-13 psf ft ft ft plf plf plf plf plf plf ft ft 1500 0 4 16 15 40 20 38.5 50 yes 0 0 80 L54 800 1034 0.69 1.50 1500 0 4 13.s l) 40 20 38.s 50 yes 0 0 80 154 675 909 0.61 1<n 1< 40 20 38.5 50 yes 0 0 zdv 539 4s0 L269 0.85 1.50 15 40 20 38.s 50 yes 1500 0 4 !7 1q 40 20 38.s 50 yes 0 0 80 ts4 850 1084 0.72 1.50 1500 0 o 8 15 40 20 38.5 )U yes 0 0 720 231 400 7sl 0.50 1.50 1s00 5 45 10 IJ 40 20 38.5 10 no 75 200 900 7732.5 100 2807.5 r.87 2.00 Cont Footings: page 2 of4 HET-MXS-09-03 41 Printed 7/t3/2OtZ 4:33 PM Continuous Footines Contlnuou3 Footlnrs Corresponding Wall lnput Allowable Soil Bearing Pressure Tributary Length (platforms) Tributary Length (roof) Wall Height Uniform Loads Dead Load (platform) Live Load (platform) Dead Load (roof) Live/Snow Load (roof) Dead Load (wall) Brick Veneer Loads Distributed !oads Dead Load (platform) Live Load (platform) Dead Load (roof) Live/Snow Load (roof) Dead Load (wall) Total Load Footine Prooerties Required Width Design Width Heritage 09T Meetinghouse Release 03, September 2011 HET-MXS-09-03 WCB 0 0 40 77 140 257 t5 200 380 731.5 160 1346.5 0.90 1.50 tiiiiii*fl $liiiil Cont Footings: Page 3 of4 42 psf ft ft ft psf psf psf psf psf plf plf plf plf plf plf 0 t20 237 140 497 ft ft 0 n 52V 616 720 1056 o.70 x-50 titt;1,its|irwrui'; ii :ifotitinug$iiit+ljfn6,ij :iii 1500 T2 26 11 15 40 20 38.5 10 no 180 480 >2V 1001 110 1920.75 t.28 1.50 1500 15 15 40 38.5 10 no 15 40 40 77 150 292.75 0.20 1.50 1500 I I 15 15 40 70 38.s 1p no l) 40 40 150 292,75 0.20 1.50 HET-MXS-09-03 Printed 7 /73/20t2 4:33 pM Continuous Footings Continuous Footinrs Corresponding Wall Input Allowable Soil Bearing pressure Tributary Length (platforms) Tributary LenEth (roof) Wall Height Uniform loads Dead Load (platform) Live Load (platform) Dead Load (roof) Live/Snow toad {roof) Dead Load (wall) Brick Veneer Ioads Distributed Loads Oead Load (platform) Live Load (platform) Dead Load (roof) Live/Snow Load (roof) Dead Load (wall) Total Load Footinr Properties Required Width Design Width Heritage 09T Meetinghouse Release 03, September 2011 HET-MXS-09-03 wcB Storage psf ft ft ft psf psf psf psf psf plf plf plf plf plf plf ft ft rNw-14 rNw-15 | tNw-17 1500 0 5 15 15 40 20 38.5 10 no 0 0 100 192.5 lou +)z.J 0.30 1.50 1500 0 13 16 15 40 20 38.5 10 no 0 0 260 500.5 160 920.5 0.61 1.50 1500 0 t4 I) 40 20 38.5 10 no 0 40 77 740 257 o.t7 1.50 1500 0 8 15 tzs 20 38.5 50 yes 0 n 140 269.5 400 809.5 0.54 1.50 Cont Footings: page 4 of4 Printed 7 /73/2012 4:35 pM Spot Footings Spot Footinrs Grid Corresponding Column lnout Allowable Soil Bearing Pressure Tributary Area (platforms) Tributary Area (roo0 Wall Height Uniform Loads Dead Load (platform) Live Load (platform) Dead Load (roof) Live/Snow Load (roof) Dead Load {wall) Brick Veneer Loadt Point loads Dead Load (platform) Live Load (platform) Dead Load (roof) Live/Snow Load (roof) Dead load (wall) Total Load Footins Prooerties Reguired Area Require Width Design Width Heritage 09T Meetinghouse Refease 03, September 2017 psf ft ft ft HET-MXS-o9-03 WCB Page 1 of4 44 psf psf psf psf psf lbs lbs lbs lbs lbs lbs ft^2 ft ft c-x L-Z c-3 c-4 c-5 c-6 c-8 1500 0 169 8 l) 40 20 38.5 50 yes U 0 3380 6506.5 1200 11087 1500 0 48 10 15 40 20 38.5 50 yes 0 0 960 1848 1000 3808 2.54 1.54 2.00 7.39 2,60 3.00 1500 L6 0 10 15 40 20 38-5 10 no 240 640 0 200 1080 0.72 0.85 2.00 1500 0 133 11 15 40 20 38.5 10 no 0 0 2650 5120.5 2ts 8056 s.37 2,iu 1500 8 48 t2 lf 40 20 38.s 10 no t20 320 960 1848 240 3168 2.71 1.39 2.00 1500 8 48 1? 15 40 20 38.5 10 no I20 320 960 1848 260 3188 2.73 1.40 2.00 1500 108 0 1q l5 40 20 38.s IU no 1520 4320 0 0 375 6315 4.Zl 2.05 2.50 lliiF+$i:ii.: :r::. .iir+:isii I ii:,ii$ii i,,r::i:ii:i,lriir#'l li:;.i.;lil ii,lli!!4!ltir:l jilif,. I HET-MXS-o9-03 Printed 7/13/2012 4:35 pM Spot Footines Spot Footinss Grid Corresponding Column Inout Allowable Soil Bearing pressure Tributary Area (platforms) Tributary Area (roof) Wall Height Uniform Loads Dead Load (platform) Live load (platform) Dead Load (roof) Live/Snow Load (roo0 Dead Load (wall) Brick Veneer Loads Polnt loads Dead Load (platform) live Load (platform) Dead Load (roof) Live/Snow Load (roof) Dead Load (wall) Total Load Footins Propertles Required Area Require Width Design Width Heritage 09T Meetinghouse Refease 03, September 2OLt s00 0 420 808.5 420 2t49 7.43 Lro 2.00 HET-MXS-o9-03 WCB psf ft ft ft pst psf psf psf psf lbs lbs lbs lbs lbs lbs ft^2 ft ft 900 0 600 440 3095 2.06 1.40 2.00 15 40 20 38.5 10 no 1900 0 1300 2502.5 460 6163 4.77 t.97 2.00 1500 0 RF 15 15 40 20 38.5 10 no 0 0 7720 2155 320 3596 2.40 1.48 2.00 1500 28 49 18 15 40 20 38.5 10 no t420 1720 980 1886.s 360 501s 3.34 t,79 2.00 1500 0 27 20 15 40 20 38.5 t0 no s00 0 420 808.5 400 2729 7.42 1.16 2.00 1500 0 35 24 l5 40 20 38.5 10 no 1000 0 700 1347.5 480 3s28 2.35 1.49 2.00 Spot Footings: page 2 of4HET-MXS-09-03 45 Printed 7 /73 /2OL2 4:35 PM Soot Footings Soot Footinrs Grid Corresponding Column lnput Allowable Soil Bearing Pressure Tributary Area (platformsl Tributary Area (roof) Wall Height Uniform Loads Dead Load (platform) Live Load (platform) Dead toad (roof) Live/Snow Load (roof) Dead load (wall) Brick Veneer Loads Polnt loads Dead Load (platform) Live Load (platform) Dead Load (roof) Live/Snow Load (roof) Dead Load (wall) Total Load Footinq Prooerties Required Area Require Width Design Width Heritage 09T Meetinghouse Refease 03, September 2O7! HET-MXS-o9-03 WCB psf ft ft ft psf psf psf psf psf lbs lbs lbs lbs lbs lbs tt^2 fr ft EC-1 EC-2 EC-3 EC-4 EC-5 EC-6 EC-7 1500 1 0 1n l) 40 20 38.5 10 no 15 40 0 0 200 25s o.77 0.41 2.00 1500 0 20 10 l) 40 20 38.5 10 no 900 0 400 770 200 2270 1.51 x.20 2.00 1500 0 56 10 15 40 20 38.5 1n no 400 0 tna 2156 200 3876 2.58 1.54 2.00 1500 55 l) 40 20 38.5 10 no 400 0 1720 2156 zoo 3876 2.58 L)4 2.00 1500 0 35 10 15 40 20 38.s 10 no 400 0 700 t347.5 200 2648 x.77 1.28 2.00 1500 0 0 10 15 40 20 38.5 10 no 400 0 1000 2000 200 3600 2.40 1.55 2.00 1500 0 10 15 40 20 38.5 10 no 400 0 1000 2000 200 3600 2.40 1.55 2.00 ffi ri*fr#ffiijl iilffi#;iffil Spot Footings: Page 3 of 4 Printed 7/L3/2O12 4:35 PM Spot Footines Soot Footlnrs Grid Corresponding Column Inout Allowable Soil Bearing Pressure Tributary Area (platforms) Tributary Area (roof) Wall Height Unlform Loads Dead Load (platform) Live Load (platform) Dead Load (roof) Llve/Snow Load (roof) Dead Load (walll Brick Veneer Loads Polnt Loads Dead Load (platform) Live Load (platform) Dead Load (roof) Live/Snow Load (roo0 Dead Load (wall) Total Load Footing Properties Required Area Require Width Design Width Heritage 09T Meetinghouse Refease 03, September 2017 HET-MXS-09-03 WCB 1260 3360 8400 16170 500 25330 Spot Footings: Page 4 of 4 47 psf ft ft ft psf psf psf psf psf 1500 31.s 157.5 lbs lbs lbs lbs lbs lbs ft^2 ft ft 1500 20 0 10 15 40 20 38.5 10 no 300 800 0 0 200 1300 0.87 0.93 2.00 1500 flN/A #N/A 10 #N/A fN/A #N/A flN/A 10 no #N/A HN/A #N/A fN/A 200 #N/A fN/A 0.83 2.00 1500 0 202 2t 15 40 20 38.s 10 no 0 0 4040 7777 630 72447 8.30 2.8! 3.00 1500 o 493 IO 15 40 20 38.5 10 no 0 0 9858.4 18977.42 720 29556 79.70 4.42 4.50 1500 tt).) 577.3 10 15 40 20 38.5 10 no 2688 7158 17920 34496 650 55754 37.t7 6.O7 o.>u 6.66 2.57 3.OO ..:.:1: l.l : l:: itiiiiiiif itirli ai-:: ri HET-MXS-o9-03 Printed 7/13/2012 4:43 pM Heritage 09T Meetinghouse Release 03, September 2011 HET-MXS-09-03 WCB Site Class R I Ss Fa Sms s0s Cs Cs {deck min) allowable allowable 1.43 0.66 0.439 0.059 0.o77 1.3 wt ext brick walls wt interior walls wt roof wt Snow Steeple psf psf psf psf k ft ft ft /tz ft ft ft^2 tb X Dir Y Dir Walf Height Roof Slope Roof Height Mean roof ht Area wt total Kz qh Wind X dir Wind Y dir Seismic tb tb tb 19,950 738,900 0.90 18.3 35,313 20,263 43,681 Lateral Lateral: Page I of 2 HET-MXS-09-03 48 Printed 7lL3/2012 4:43 PM 8ft 10ft 12tr 14ft 16ft 18ft 20tr 22lr 24tt 26ft 28ft 30ft 2r.3 -7.28 -1.04 0.94 33.3 -1.22 -1.01 0.91 48.0 -1.15 -0.98 0.88 65.3 -1.11 -0.96 0.85 85.3 -1.O7 -0.94 0.84 108.0 -1.03 -0.92 0.82 133.3 -1.00 -0.90 0.80 161.3 -O.97 -0.89 0.79 L92.0 -0.95 -0.87 0.77 225.3 -O.92 -0.86 0.76 261.3 -0.90 -0.85 0.75 300.0 -0.88 -0.84 0.74 20 30 -0.43 -o.37 0.8 0.69 -t.07 -0.69 -0.64 0.27 -0.53 -0.48 -11.1 17.8 -t8.2 -L2.4 -14.8 Alonggrid:I a= 8.0 2a s 15.9 B-2a= 108.1 h@2ao 72,0 h@8-2a= 23.6 P Chapel (psfl 13.0 p Chapel (k) 8.0 15.9 172.1 19.9 19.9 0.53 -0.69 -0.48 0.56 0.21 -0.43 -0.64 -77.7 -0.48 -0.43 0.79 -1.00 .0.68 -0.63 Heritage 09T Meetinghouse Release 03, September 2011 0.90 18.3 26.7 0.90 18.3 25.5 0.90 18.3 24.5 0.90 18.3 23.6 0.90 18.3 22.8 0.90 18.3 22.2 0.90 18.3 21.6 0.90 18.3 2t.r, 0.90 18,3 20.6 0.90 18.3 20.1 0.90 18.3 r9,7 0.90 18.3 19.3 m zt 1,200 900 o79.5 Kz chapel 0,7O 0.90 Lateraf: Page2of 2 49 HET-MXS-09-03 WCB HET-MXS-o9-03 Printed 7/t3/20I2 4:49 PM Steeple Heritage 09T Meetinghouse Release 03, September 2011 HET-MXS-o9-03 WCB Inout Steeple Height Steeple Base Width Area Weight Design Wind Speed Height/Width Wind qh Normal Wind Pressure Wind Force Overturning Diagonal Wind Pressure Wind Force Overturning Seismic Sds le Seismic Force Overturning Anchorage Normal Compression Tension Diatonal Compression Tension Column Base Plate width Eolt Diameter Plate Ultimate Stress (Fu) Minimum Plate Thickness Steel Angle to Truss Horizontal teg Width Minimum Angle Thickness Hold Down Number of Hold downs Uplift Hold Down Required Studs at Hold Down ft 35.13 ft 5.5 ft^2 133. lbs 2500 mph 120 6.39 37.4 51.97 5875 68793 40.75 4607 53943 o.44 1.25 549 9642 psf psf lbs tb-ft psf lbs tb-ft lbs tb-ft lbs lbs lbs lbs tn tn In in psi in 6879 5879 7550 6560 74 0.75 s8000 ffiffi 3 &ffiigtrH$$ftffi 2 6560 ffi Steeple; Page 1 of 1 50 HET-MXS-09-03 Printed 7/73/2OtZ 4:49 PM Walls Heritage 09T Meetinghouse Refease 03, September 2017 HET-MXS-09-03 WCB Wind Shear panel inct factor DiaphraSm Factor 6rld line Intersecting Grid lnout Diaphtagm type Shear wall type Holddown Segment length Segment ht - for holddowns Diaph wlND left[op Slde Blocking Olaph Blocking distance Force in diaphragm Applied diaph load Passltail wlt{D Rlthv8o$om Slde Blocking Diaph Blocking distance Force in diaphragm Applled diaph load Pass/Fail sElSMlC left/Top Slde Blocking olaph Blocking distance Force in diaphragm Applied dlaph load Pass/Fall SElSMlC Rlght/Eottom Slde glockint Diaph Blocking distance Force in diaphraSm Applled diaph load Pass/Fail Wall Sheath thick Nailsize Nail spaclnS Member size Sill plate thiclness Ancher bolt size AB spacint wlNO Force applied to setment WlN0 Resisting wall force wlND Applled wall force SE|SMlc Force applied to segment SEtSMlC Reslstlnt wall force SElSMlc Applied wall force Pass/Fail Holddown Callout HD Capacity Applied uplift Pass/Fail Required Footing Width Footin8 Depth Roof Diaphragm 1.3 & lbs plf ft lbe plf ft lbs plf in tn in in lbs plf plf lbs plt plf tb lb ft tn Shear Wallt Hold Down Footing ft lbs plf N/A N/a 0 0 N/e N/A 0 0 N/A no 0.0 1,061 1t2 Pass 7h6" 8d o 2x 2r s/8" 32" 6t8 336 90 ulo 2N 109 Pass No Holddown 1,050 7 Pass 0.0 12.0 N/A N/A 0 n N/A N/A N/A 0 0 N/A no 0.0 617 Pass 7/76" 8d 6 2x 2x s/8" 395 336 79 475 240 Pass No Holddown 1,050 207 Pass 0.0 12.0 N/A N/A 0 0 N/A N/A 0 0 N/A no 0.0 617 88 Pass I---...'_- 8,75 7116" 8d D 2x 2\ 518" 32" 395 335 72 475 240 86 Pass No Holddown 1,050 Pass N/A N/A 0 0 N/A o no 0.0 671 39 Pass _-t____7.O a. r) 7176" 8d 2r 2l sl8" 32" 5t) 336 56 240 od Pass No Holddown 1,050 -289 Pass 0.0 N/A N/A 0 N/A N/A N/A 0 N/A no 0.0 694 Pass 7116" 8d 6 2x 2x 5/8" 32" 444 336 34 534 240 4l Pass No Holddown 1,050 -7,279 Pass 0.0 N/A N/A 0 0 N/A '., l 40.0 8.75 N/A N/A 0 0 N/A no 0,0 3,342 64 Pass 7116" 8d 2x 2x 5/8" 32" 2,7t7 336 53 2,571 240 64 Pass No Holddown 1,0s0 -2,318 Pass 0.0 12.0 N/A N/A 0 0 N/A 0 N/A 0.0 270 39 Pass 7116" 8d 5 2x 2x 5/8" 5t 173 336 3l 208 240 38 Pass No Holddown 1,050 -363 Pass 0.0 12.0 ,Foognl: Walls: Page 1 of 7 51 HET-MXS-o9-03 Printed 7 lt3l2j72 4:49 PM Walls Wind Shear panel incr factor Oiaphratm Factor Grid line lntersecting Grid lnpul Diaphragm type Shear wall type Holddown 5etment length seSment ht - for holddowns Diaph WIND tcfi/top Slde Blocking Diaph Slocking distance Force in diaphragm Appli€d diaph load Pass/Fail wtND Rltht/Bottom Slde Blocking Diaph Blocklng distance force in diaphragm Applied diaph load Pass/Fail SEISMIC lcft/fop slde Blocking Diaph Blockint distance Force in diaphragm Applied diaph load Pass/Fail lEltMlC Rlsht/Bottom Slde Blockint Dlaph Blocking dlstance force In diaphragm Applled dlaph load Pass/lzil Wall Sheath thick Nail si!e Nail spacing Member size Sill plate thlckness Anchor bolt slze Ag spacing WtND Force applied to segme nt wlNO Reslstint wall force wlND Applied wall force SElSMlC Forc€ applied to seSment SElSMlC Reslsting wall force SElSMlC Applied wall force Pass/Fail Holddown Callout HD capacity Applied uplift Pass/Fail Required Footing Width footint 0epth Roof Diaphragm Heritage 09T Meetinghouse Release 03, September 2011 HET-MXS-09-03 WCB Walls: Page 2 of 7 52 ft lbs plf 1.4 r.3 ft ft ft lbs pll tn in in In In lbs plf plf lbs plr pll lb tb ft in ft lbs plf lbs plf Shear Walls Hold Down Footing no 0.0 7,947 85 Pass 7116' 8d 6 2r 2x 5/8', 32" 2,281 336 99 2,744 240 ito Pass No Holddown 1,050 -2,670 Pass 0.0 12.o no 0.o 1,620 70 Pass :t:, : :,,' :it$ t?.2ii:,:,:::::: : 7116" 8d 5 2x 2x s18,, 32" 1,847 336 t5l 240 Pass HDU2-S052.5 3,O75 7,982 Pass 0.0 no 0.0 1,028 47 Pass no 0.0 1,281 Pass no 0.0 l,@7 64 Pass 12.0 i;llllitZ.\:t"lili":':'.::t: no 0.0 5,705 104 Pess 71t0" 8d 4 2X 2r 5/8" 5a 7,556 490 9,089 350 52> Pass No Holddown 1,050 -6,145 Pass 0.0 12.0 no 0.0 2,892 96 Pass no 0.0 r,947 Pass 7116" 8d o 2x 2x s/8" 2,281 336 84 2,744 240 Pass No Holddown 1,050 -3,941 Pass 12.0 no 0.0 7,245 43 Pass no 0.0 1,620 )o Pass no 0.0 1,028 4l Pass no 0.0 819 33 Pass no 0.0 l,@7 64 Pass no o.0 r,281 51 Pass 7/16" 8d b Zx 2x s/8" 32" t,u7 336 137 2,22L 240 165 Pass HDU2-50S2.5 3,075 1,982 Pass 0,0 12.0 t9l3zirll:ii::!tj:: no 0.0 8,923 152 Pass 7116" 8d 4 Zx 2x s18" 32" 7,556 490 270 9,089 350 325 Pass No Holddown 1,050 -6,146 Pass 0.0 72.0 no 0.0 5,705 104 Pass no 0.0 2,892 96Pass no 0.0 2,192 95 Pass 7/16" 8d 6 2X 2x 518,, 32" 2,758 336 120 3,3t7 240 144 Pass No Holddown 1,050 -7,625 Pass 0.0 12.0 no 0.0 2,727 92Pass HET-MX5-09-03 Printed 7lt3/2012 4:49 PM Walls Heritage 09T Meetinghouse Release 03, September 2011 HET-MXS-09-03 WCB Wind Shear panel incr factor Dlaphratm Faclor Grid line Intersecting Grld lnDut Diaphragm typ€ Shear wall type Holddown 5egment l€ngth Segment ht - for holddowns Oiaph wlND Llftltop sHe Slocking Diaph Elockint dlstance Force in diaphragm Applied diaph load Pass/Fail WINO RlthvBottom slde Blocking 0iaph Blocking distance Force in diaphragm Applied diaph load Pass/Fail SEltMlC Leftfop sld€ Elocking Diaph ElockinB distance Force in diaphragm Applied diaph load Pass/Fail SE|SMlC Rlght/Bottom Slde Elockint Diaph Elocking distance Force in diaphratm Applied diaph load Pass/Fail w3!! sheath thick Nail sire Nail 5pacin8 Member size Sill plate thickness Anchor bolt size AB spaclng WIND Force applied to setment wlND Reslstlnt wall forcs wlN0 Applled wall force SElSMlC Force applled to iegmenl SEISMIC Resisting wall force SEISMIC Applied wall force Pass/tail Holddown Callout H0 Capacity Applled uplift Pass/Fall Required footinS Width Footing Depth Roof oiaphragm 1.4 1.3 11.5 8.75 no 0.0 5>6 25 Pass ft lbs plf lbs plf tt lbs plf fr lbs plf no N/A 0 0 N/A no no N/e 0 0 N/A 0.0 39 Pass tn in in tn in lbs plf plf lbs plf plf lb tb tt in 7/76" 8d 6 /x 2x 5/8" 32" 358 336 2l 430 240 37 Pass No Holddown 1,050 -1,t22 Pass 0.0 72.O Walls: Page 3 of 7 53 Shear Walls Hold Down Footing 0.0 617 Pass no N/A n 0 N/A 7116" 8d o 2x 2x 518" 32" 395 335 66 475 240 79 Pass No Holddown 1,050 -g Pass 0.0 12.0 no 0.0 713 39 Pass 7176" 8d 6 2x 2x sl8" 32" 456 550 48 549 240 58 Pass No Holddown 1,050 -692 Pass 0.0 12.0 __1 5.5 8.75 no 0.0 296 25 Pass no N/A n N/A no 0.0 463 39 Pass no N/A 0 0 N/A 7/15" 8d 6 2x 2x 5/8" 32' 296 lJo 54 356 240 o5 Pass No Holddown 1,050 Pass 0.0 no 0.0 810 an Pass no N/A 0 0 N/A 7/16" 8d 6 2x 2x 5/8" 32" 518 335 74 621 240 89 Pass No Holddown 1,050 -103 Pass 0.0 5.0 8.75 no 0.0 395 72 Pass no N/A 0 0 N/e no 0.0 617 n2 Pass no N/A 0 0 N/A 7176" 8d 6 2x 2x 5/8" 32" 395 336 79 475 740 95 Pass No Holddown 1,050 201 Pass 0.0 12.0 no 0.0 7,402 <1 Pass no 0.0 95 Pass no 2,tzr 92Pass 7176" Ed o 2x 2x s18" 32" 2,758 336 125 3,317 240 151 Pass No Holddown 1,050 -1,349 Pass 0.0 tz.o HET-MXS-09-03 Printed 7/L3/2012 4:49 PM Walls Heritage 09T Meetinghouse Release 03, September 2011 HET-MXS-o9-03 WCB Wind Shear panel incr factof 0laphratm Factor Grid line lntersecting Grid !!ns! Diaphratm type Shear wall type Holddown Segment length Segment ht - for holddowns Diaoh WIND left/top Slde Blocking Diaph Elocking distance Force in diaphragm Applied diaph load Pass/Fail WINO Rltht/Sottom Slde Blocking Diaph Elocking distance Force in diaphragm Applled diaph load Pass/Fail SE|SMlC left/Top Slde Blocking Diaph gloctlnB distance Force in diaphraSm Applled diaph load Pass/tail SEISMIC Rl8ht/Eottom Slde Blocking Diaph Slocking distance Force In diaphragm Applied dlaph load Pa5s/Fail Wall Sheath thick Nall sl2e Nail spacing Member size Sill plat€ thickness Anchor bolt size Ag spacinS WlN0 Force applied to segment WIND Resisting wall force WIND Applied wall force SE15MlC Force applled to segment SElSMlC Resisting wall force SEISMIC fuplied wall force Pal6lFail Holddown Callout HD Capecity Applled uplift Pass/tail Required FootinS Width Footlng Depth Roof Diaphragm 1.4 1.3 tb tb ft ln Shear Walls Hold Down Footing ft lbs plf ft lbs Plf ft lbs plf tt lbs plt in tn tn lbs plf plf lbg plf plf ___. 2 _.9.5 22 N/A N/A 0 0 N/A no 0.0 265 2E Pass N/A N/A 0 0 N/A no 0.0 742 t6 Pass 7/16" 8d 6 lx 2x s/8" 32', 26s 336 32 577 240 70 Pass HDU2-50S2.5 3,O75 1 1ql Pass 0.0 --I33.0 no 0.0 683 Pass no 0.0 455 74 Pass no 0.0 r,974 60Pass no 0.0 40 Pass 7116" 8d 2x 2x 32" 1,138 336 34 2,454 240 74 Pass No Holddown 1,050 596 Pass 0.0 12_0 33.0 ID no 683 27 Pass no 0,0 455 14 Pass no 0.0 t,974 60 Pass no 0.0 40 Pass 7176" 8d 6 2x 2x 32" 1,138 336 34 2,454 240 74 Pass No Holddown 1,050 t90 Pass 0.0 14.5 8.75 no 0.0 530 25 Pass no N/A 0 N/A 0,0 829 39Pass no 0 N/A 7116" 8d o 2x 2x sl8" 32" 530 336 37 538 240 44 Pass No Holddown 1,050 -7,M2 Pass 0.0 t2.o 5,t> no 0.0 1,315 47 Pass no N/A 0 0 N/A no o.0 2,O57 il Pass no N/A 0N/A 7h6" 8d 6 2x 2x s/8" 32" 1,315 336 64 1,582 240 77 Pass No Holddown 1,050-801 Pass 0.0 12,0 10.0 26 N/A N/A 0 0 N/A no 0.0 418 38 Pass N/A N/A 0 N/A no 0.0 107 Pass 7116" 8d 6 2x 2x s/8" 32" 478 336 54 901 248 Pass HDU2-5DS2.5 3,O75 2,074 Pass 4.0 72.0 6.5 t2.o no 0.0 z)o 20 Pass no 0.0 575 M Pass no 0.0 7t6 )5 Pass no 0.0 r24Pass 7/16" 8d 6 2x 2x s/8" 12" 831 336 98 7,791 240 211 Pass HDU2-5D52.5 3,075 2,452 Pass 4.5 '.2.o HET-MXS-09-03 Printed 7 /13/2072 4:49 Walls Wind Shear panel incr factot Dlaphratm Factor Grid line Intersecting 6rid Inout Diaphragm type Shear wall type Holddown segment length Segment ht - for holddowns Oiaoh WIND tcft/fop Slde 0locking Diaph Blocklng distance torce in diaphragm Applied diaph load Pass/Fail wlND RlSht/Bottom Slde Blocklng Diaph Elocking dlstance Force in diaphragm Applied diaph load Pass/Fail SEISMIC left/fop Slde Elocking Diaph Blocking dlstance Force in diaphraSm Applied diaph load Pass/Fail SEISMIC Ritht/Sottom Slde Blocking Dlaph Elockint distance Force in diaphratm Applied diaph load Pass/Fall Wall Sheath thick Nail size Nall spacing Member rire Sill plate thickness Anchor bolt slze AB spacing WIND Force applied to setment WIND Resisting wall force WIND Applied wallforce SEISMlC Force applied to segment SElSMlC Resisting wall force SEISMIC Applied wall force Pass/Fail Holddown Callout HD Capacity Applied uplift Pass/fail Requlred Footing Width footing Depth Roof Dlaphragm PM Heritage 09T Meetinghouse Release 03, September 207L HET-MXS-o9-03 WCB 1.4 1.3 tb tb ft in shear Walls Hold Down Footing Walls: Page 5 of 7 55 ft lbs plf ft lbs plf ft lbs plt ft lbs plf tn in ln lbs ptf plf lbs qlt plf o.) t2.o no 0.0 208 Pass no 0.0 467 27 Pass no 0.0 582 34 Pass no 0.0 1,310 Pass 7116" 8d o 2X 2X sla" 32" 679 336 7,455 240 224 Pass HDU2-SDS2.5 3,O75 2,628 Pass 4.5 12.0 o.5 12,0 no 0.0 208 Pass no 0.0 467 zl Pass no 0.0 582 34Pass no 0.0 1,310 a1 Pass 7h6" 8d 6 2x 2x 5/8" 32" 675 336 104 1,455 240 224 Pass HDU2.SD52.5 3,075 2,628 Pass {.t 12.0 8.5 12.0 no 0.0 256 20 Pass no 0.0)/) 44 Pass no 0.0 tto 55 Pass no 0,0 724 Pass 7/16" 8d 6 2x 2r s/8" 32" 831 336 98 1,791 240 277 Pass HOU2-S052.5 3,075 2,452 Pass 72.0 10.0 10.0 no 0.0 t,02s 45 Pass no 0.0 342 Pass no 0.0 2,871 ta> Pass no 0.0 957 42 Pass 8d 2X 2X s/8" 32" l,Joo 490 2,945 350 294 Pass H0u2-sDs2.5 3,O75 t,ot5 Pass 4.5 12.0 tb,u 12.0 no 0.0 370 t6 Pass no 0.0 968 42 Pass no 0.0 1,O37 45 Pass no 0.0 118 Pass 7116" 8d 6 2x 2x 5/8" 32" 1,338 336 84 2,883 240 180 Pass HOU2-5052.5 3,07s 2,019 Pass 4.0 12.0 15.0 12.O no 0.0 370 l6 Pass no 0.0 968 42 Pass no 0.0 1,037 45 Pass no 0.0 2,712 118 Pass 8d 6 2x 2x s18" 32" I,J5d 336 84 2,883 240 r80 Pass HDU2-50S2.5 3,075 2,0t9 Pass 4.0 12.0 38.0 24.0 no 0.0 7.324 5) Pass no 0.0 t,tw JI Pass no 0.0 98 Pass no 0.0 3,214 do Pass 7116" Ed o 2x 2x s18" 32" 2.492 Jto 65 >,5t5 240 Pass HOU2-SD52.5 3,075 3,051 Pass 5.0 12.0 HET-MX5-09-03 Printed 7/13/2012 4:49 pM Heritage 09T Meetinghouse Release 03, Septernb er 2OlIWalls Wind Shear panel incr,acror Diaphragm Factor Grld line Intersecting Grid tnpot Diaphragm type Shear wall type Holddown Segment len8th Segment ht - for holddowns Dlaoh WlilD r.€ftlrop sde Blocking 0laph glockinS dlstance Force in diaphragm Applied diaph loadpass/Fail WtND Rlght/Botrom Sideglocking oiaph glocking distance Force in diaphragm Applied diaph loadpass/Fall SE|SM|C leftlrop Stde Btocking Diaph Blocking distanceForce in diaphragm Apptied diaph loadpass/fail sE,SMtC itght/sottom Sid€Slocling Diaph Blocling distance Fo.ce in diaphragm Apptied diaph toad Pass,/Fail Wall Shearh thick Nal, size Nail spacint Member size Sill plate thickness Anchor bolt si:e Ag spacing WND Force apptied to se8ment WIND Resisting wall force WtND Applied wall fo.ce S€|SMtC Force applied to seSmentSE|SMtC Resisting wall force SE|SMtC Applied wall torcePass/Fall Holddown callout HD Capaciry Applied uplift Pass/Fail Required Footin8 Width Footing Depth Roof Diaphragm t.4 1.3 HET-MXS-o9_03 WCB no 0.0 683 Pass no N/A 0 0 N/a fr 16.5 72.0 no 0.0 315 l) Pass no 0,0 252 12 Pass no 21.0 8.8 ft fbs Ptf It tbs plf ft lbs plf ft lbs plf 0.o 881 42 Pass no 0.0 705 34 Pass 7h5\ 8d 6 no 0.0 1,974 48 Pass no 0 0 N/A in in in tbs plt plf lbs plf plf 2x s/8" 32" 565 336 34 1,227 240 74 Pass No Holddown 739 Pass 0.0 !2.O 7h6" 8d 5 2x 2x 5/8" 32" 683 335 33 1,472 240 70 Pass tb tb ln No Holddown 1,050 - r,0)5 Pass 0.0 72.O Walls: page 6 of 7 56 Shear Walls Hold Down I 1? C 18.0 no 0.0 539 30 Pass no 0.0 $r 24pass no 0.0 1,511 84Pass no 0.0 1,209 67Pass 7h6" 8d b 2x 2x s/8" 32" 971 335 t) 2,W2 240 720 Pass No Holddown r,050 .270 Pass 0.0 12.0 Pass no o.0 1,511u Pass no 0.0 7,209 67 Pass 7/76" 8d 6 2x 2x 5/8" 32" 977 336 54 2,W2 240 115 Pass No Holddown r,050 -336 Pass 0.0 12.0 I ro.) 12.0 no 315 t< Pass no 0.0 252 Pass no 0.0 881 42pass no 0.0 ?os 34Pass U16" 8d 6 2x 2x s/8" 32" )00 336 34 1,22t 240 74 Pass No Ho,ddown 1,050 739 Pass 0.0 _ l_ 9.0 8.8 no 0.0 455 16 Pass no 0 o N/A no 0.0 7,276 44 Pass no NlA 0 N/A 7/!6" 8d 6 No Holddown 1,050 468 Pass 0.0 12.o 0.0 276 .J Pass no N/A 0 NA no 0.0 772 70Pass no NlA 0 N/A 7/16" 8d 2x 2x slE' 32" 276 336 50 594 240 108 Pass No Holddown 1,050 770 Pass 12.0 HET-MXS-09_03 Printed 7/73/20t2 4:49 Walfs Wind Shear panel incr factor Diaphragm Factor 6rid line Intersecting Grid Inout Diaphratm type Shear wall type Holddown SeSment lenFh Segment ht - for holddowns Diaoh Wlt{D Left/Top Side Elocking Oiaph Blocking distance Force in diaphragm Applled diaph load Pass/Fail WIND Sltht/Eottom Slde Elocking Dlaph Elockint dlstance Force in diaphratrn Applied diaph load Pass/tail SE|SM|C teftfiop Sid€ Elocking Diaph Elocting distance Force in diaphragm Applied diaph load Pass./fail sElsMtc Ritht/Eottom stde Blocking Diaph Elocking distance Force in diaphragm Applied diaph load Pass/Fail Wall Sheath thlck Nail sire Nail spacing Member size Sill plate thickness Anchor bolt size AB spacing WIND force applied to se8m€nt WlN0 ResistinS wall force WIND Applied walltorce 5€lSMlC Force applied to scgment SEISMIC Resirting wall force S6lSMlC Applled wall torce Pass/tail Holddown Callout H0 Capacity Applied uplift Pass/Fail Required Footing Width Footing Depth Roof Diaphragm PM Heritage 09T Meetinghouse Release 03, September 2011 7.4 HET-MXS-09-03 WCB PageT of7 57 tb tb in 5hear Walls Hold Down in in in lbs plf pl't lb5 plf plf no 0.0 1,511 116 Pass no 0.0 1,813 lJt Pass 7h6" 8d 6 2x Zx s/8" 32,' 1,186 JJO 91 a,tJt 240 r97 Pass HDU4-SDs2.5 4,565 3,817 Pass q< 12.0 HET-MXS-09-03 Walls: Printed 7/7312012 4:55 PM Walls Heritage 09T Meetinghouse Release 03, September 201L HET-MXS-09-03 WCB Walls: Page 1 of 7 58 Wlnd Sheat panel incr factor DiaphraSm tactor Grid line Intersecting Grid !!!c! Diaphragm type she.r wall tYPe Holddown Segment length Segment ht - for holddowns Diaoh Wlt{D tcft/Iop Slde Elocklns Oiaph BlockinS distance Force in diaphratm Applied diaph load ParslFail WINO Ritht/Bottom Side Blockint Diaph Blocklng distance Force In diaphragm Applied dlaph load Pass/Fail SE|SMlC tehfiop Side Blocking Diaph Elocking distance Force in diaphra8m Applied diaph load Pass/tail SEtSMlC Rltht/Bottom Slde Blocklng Diaph Elocklnt distance Force in diaphragm Applied diaph load Pass/Fail wall Sheath thlck Nall size Nail spaclng Member size 5ill plate thickness Anchor bolt size AB spaclnB WIND Force applled to setment WIND Resistint wall force WIND Applied wall force SElSMlC Force aPPlied to segment SEISMIC ResistinB wall force 5ElSMlC Applied wall fotce Pass./Fail Holddown Callout HD Capacity Applied uplift Pa$/Fail Required Footing width Footing Depth Roof Diaphragm ft lbs plf ft lbs plf ft lbs plf ft lbs plf in in tn an lbs plf plf lbs plf plf tb tb ft in Shear Walls Hold Down Foodnt 13.0 8.75 N/A N/A 0 0 N/A no 0.0 444 25 Pass N/A 0 N/A 0.0 594 39 Pass 7116" 8d 6 2l 2x 5ls" 444 335 34 534 240 4t Pass No Holddown 1,050 Pass L2.0 40.0 6. It N/A N/A 0 0 N/A no 0.0 2,$7 4l Pass N/A N/A 0 U N/A no 0.0 3,342 54 Pass 7176" 8d 6 2x 2x s/8" 2,t31 336 53 a,)t I 240 64 Pass No Holddown 1,050 -2,3r8 Pass 0.0 12,0 5.0 6./) N/A N/A 0 N/A no 0.0 595 49 Pass N/A N/A 0 N/A no 0.0 617 77 Pass 7176" 8d 6 Zx 2r sls" 32" 395 336 79 475 240 95 Pass No Holddown 1,050 201 Pass 0.0 12.0 J,t 8.75 N/A N/A 0 0 N/A no 0.0 395 JO Pass N/A N/A 0 0 no 0.0 6t7 88 Pass 7/16" 8d 6 2x 2x s/8" 32" 395 336 475 240 86 Pass No Holddown 1,050 62 Pass 0.0 12.0 7.O 8.75 N/A N/A 0 0 N/A no 0.o 395 25 Pass N/A N/A 0 no 0.0 677 39Pass 7h6" 8d 6 tx 2x 518" 32" 336 56 475 240 68 Pass No Holddown 1,050 -z6t Pass 12.0 N/A N/A 0 0 N/A no 0.0 173 25 Pass N/A N/A 0 0 no 0.0 270 39Pass 7116" 8d o lx 2x sl8' 32" t73 336 31 ava 240 38 Pass No Holddown 1,050 -353 Pass 0.0 12.0 7.5 8.75 N/A N/A 0 N/A no 0.0 678 7r Pass N/A N/A 0 N/A no 0.0 7,067 772 Pass 7/16" 8d 6 2x 2x sl8' 32" 678 5JO 90 816 240 109 Pass No Holddown 1,050 Pass 12.0 HET-MXS-09-03 Printed 7/13/20L2 4:55 PM Walls Heritage 09T Meetinghouse Release 03, September 2011, HET-MXS-09-03 WCB Wlnd Shear panel Incr factor Diaphra8m Factor 6rld lhe Int€rsecting Grid lnput Oiaphragm type shear wall type Holddown Segment length segment ht - for holddowns Diaoh WlilO teft/rop slde Elockins Diaph Slocking diltance Force in diaphragm Applied diaph load Pass/Fail WlilD Rltht/Sottom Slde Blocklng Olaph Blocking dlstance Force ln diaphratm Applied diaph load Pass/Fail SEl9MlC left/Iop Slde Blocking Dlaph Slocklng distance Force in diaphragm Appli€d diaph load Pass/Fail SElSMlC Rlght/Bottom Sld€ Blocking Dlaph Elocklng dlstance Force in diaphragm Applled dlaph load Pass/Fail Wall Sheath thick Nail slze Nail spacint Member size 5ill plate thickness Anchor bolt size AB spacin8 WIND Force applied to segment WIND Resistlnt wall force WIND Applied wall force SElsMlC Force appli€d to segment SElSMlC Resisting wall force 5ElSMlC Applied wall force Pass/Fail Holddown Callout HD Capaclty Applied uplift P.sslFall Required Footing Width Footing Depth Roof Oiaphragm 1.4 1.3 ft lbs plf no 0.0 1,850 oz Pass 0,0 2,892 96 Pass no 0.0 8,923 762 Pass 7/76" 8d 4 2X 2\ 5/8" 32" /,55b 490 270 9,089 J)U 325 Pass No Holddown 1,050 -6,146 Pass 0,0 12.0 no 5,706 104 Pass no ft lbs plf ft lbs plf ft lbs plf tn in ln ln lbs plf plt lbs plf 9lf tb tb ft in Shear Walls Hold Down Footing Walls: Page 2 of 7 59 no 0.0 1,356 Pass o.0 2,r27 92Pass no o.0 2,792 95Pass 7/16- 8d o 2x Zx s/8,, 32" 2,758 336 t20 3,3t7 240 744 Pass No Holddown r,050 -t,625 Pass 0.0 12.0 no 0.0 1,620 55 Pass no 0.0 t,947 67Pass 7h6" 8d 6 2X 2x 5/8" 32" 2,281 336 u 2,744 240 102 Pass No Holddown 1,050 -3,941 Pass 0.0 12.0 no 0.0 1,607 64 Pass no 0.0 7,620 70 Pass HDU2.SOS2.5 | NoHotddown 3,075 | 1,0s0 no 0.0 1,281 51Pass no 0.0 t,507 64Pass 7/76" 8d 6 2x 2x sl8" 32" I,U7 335 t37 2,221 240 t65 Pass HDU2-50S2.5 3,075 1,982 Pass 0.0 r2.0'ii,::'rl9AZli'';; ;i 28.0 16 no 0.0 5,705 104 Pass no 0.0 1,850 62 Pass no 0.0 8,923 lol Pass no 0.0 2,892 Pass 7116" 8d 4 2x s/8" 32" /,))0 490 270 9,089 3s0 52J Pass No Holddown 1,O50 -6,746 Pass 0.0 t2.o: 1;1;;ll9 I 3t-1.' ;;,. ;: HET-MXS-09-03 Printed 7/13/2012 4;55 PM Walls Heritage 09T Meetinghouse Release 03, September 20!! HET-MXS-09-03 WCB Wind Shear panel incr factor Diaphragm Factor Grid line lntersectin8 Grid Inoui Dlaphragm type Shear wall type Holddown Segment length Setm€nt ht - for holddownr Diarh Wlt{D left/Top Slde Elocking oiaph Blocking distance Force in diaphragm Applied diaph load Pass/Fail Wltl0 Rlght/Sottom Slde Blocking Diaph Elocking dlstance Force in diaphratm Applied diaph load Pass/Fail SEISMIC tewrop Slde Blockint Dlaph Elocling dlstance Force in diaphragm Applied diaph load Pass/Fail SEISMIC Rltht/Bottom Side Blocking Diaph Blocking distance Force in diaphfatm Applied diaph load Pass/Fail Wall Sheath thick Nail slze Nail spacing Member sire Sill plate thickness Anchor bolt sile AB spacinS WIND Force applied to segment WIND Resistint wall force WIND Applied wall force SElSMlC Force applied to segment SE|SMlC Resisting wall force SElSMlC Applied wall force Pass/Fail Holddown Callout HD Capacity Applied splitt Pa$/Fail Required footing Width Footing Depth Roof Diaphragm 1.5 ft lbs plf ft lbs plf ft lbs plt ft lbs plf no 0.0 358 25 Pass no N/A 0 N/A no 559 39 Pass no N/A 0 0 N/A tn in in r05 plf plf lbs plf plf 7h6" 8d 5 tx 2x 5/8" 32". 358 336 31 430 240 37 Pass No Holddown 1,050 -1,722 Pass 0.0 Walls: Page 3 of 7 60 tb tb ft in 5hear Walls Hold Down Footing No Holddown 1,050 -103 Pass 0.0 12.O I 7.O 8.75 no 0.0 518 58 Pass no N/A 0 N/A no o.0 810 90 Pass no N/A 0 0 N/A 7/r5" 8d 6 2x 2x JIA 32" 518 336 623 2N qq Pass 5.0 6,t> no 0.0 395 72 Pass no N/A 0 0 N/A no 0.0 677 r72 Pass no 0 0 N/A 7/16" 8d 2x 2x s/8" 5a 395 336 79 240 95 Pass No Holddown 1,050 207 Pass 0.0 12.0 0.0 69 Pass no N/A N/A 7116" 8d 6 2\ 2x s/8" 32" 395 335 65 475 240 79 Pass No Holddown 1,050 "64 Pass 0.0 tz.u ., 1_ AN 8.75 no 0.0 395 44 Pass no N/A 0 N/A no No Holddown 1,050 -1,349 Pass 0.0 l2.o 22.0 lo no 0.0 7,q2 61 Pass no 0.0 1,356 59 Pass no 0.0 2,792 95 Pass no 0.0 2,727 92 Pass 7176" 8d 2x 2X sl8" 32" 2,758 336 r25 ?,3r7 240 151 Pass No Holddown 1.050 -r27 Pass 0.0 t2.0 8.75 no 0.0 296 25 Pass no 0 U no 463 39 Pass no N/A 0 0 N/A 7116" 8d 5 2x 2x s/8" 32" 296 5JO 54 356 240 Eq Pass No Holddown 1,050 -692 Pass 0.0 12.0 9.5 4.75 no 0.0 456 25 Pass no N/A 0 n N/A no 0.0 713 39 Pass no N/A 0 N/A ,I to 8d 6 z\ 2x s/a" 32' 455 5Jb 48 549 240 58 Pass HET-MXS-o9-03 Printed 7/t3/2012 4:55 Walls Wind Shear panel incr factor DiaphraSm Factor Grld line Intersecting Grid Ingut Diaphragm type Shear wall type Holddown Se8ment length scSment ht - for holddowns Diaoh WlilO teft/rop Stde Blocking Oiaph Blocking dlstance Force in diaphragm Applied diaph load Pass/Fail w[{0 Rtght/Eottom std€ Blockin8 Diaph Slocklnt distance Force in diaphragm Applied diaph load Pass/Fail SEISMIC teft op Slde Blocking Diaph Elocling distance Force in diaphragm Applied dlaph load Pass/Fail SEISMIC RlSht/8ofiom Stde Blockint Diaph Blocklng dlstance Force in diaphragm Applied diaph load Pass/Fail Wall Sheath thicl Nall slze Nail spacing Member size Sill plate thlcknesr Anchor bolt size AB spacing WIND Force applied to segment WlN0 Resisting wall force WIND Applied wall forc€ SE15MlC Force applied to segment SEISMlC ResistinS wall force 5ElSMlC Applied wall force Passltail Holddown Callout HD Capacity Applied uplift Pass/Fail Required FootinS Width Footing Depth Root Diaphragm PM Heritage 09T Meetinghouse Release 03, September 2011 HET-MXS-09-03 WCB 1.3 tb tb ft tn Shear Walls Hold Down Footint Walls: Page 4 of 7 61 ft lbs plf ft lbs plt tt tbs plf ft lbs qlf tn tn in lbs plf plf lbs plf plf 14.5 8.75 no 0.0 530 zt Pass no NA 0 0 N/A no 0.0 829 39 Pess no N/n 0 0N/A 7/76" 8d 6 2x 2x 518" 32" 530 5Jb 37 638 240 44 Pass No Holddown 1,050 -7,442 Pass 0.0 12.0 20.5 8.75 no 0.0 1,315 47 Pass no NA 0 N/A no 0.0 2,O57 64 Pass no N/A 0 0 7/16" 8d 5 2x Zx s/8" 32" 1 llc 335 64 ,,582 240 77 Pass No Holddown 1,O50 -801 Pass 0.0 12.0 10,0 26 N/A N/A 0 0 N/A no 0.0 418 38 Pass N/A N/A 0 0 N/A o.0 t07Pass 7/16" 8d o 2x 2x 5/8" 32" 418 336 54 901 240 tt7 Pass HDU2-S0S2.5 3,O75 2,O74 Pass 4.0 9.5 22 N/A N/A 0 0 N/A no 0-0 265 28 Pass N/A 0 N/A no 0.0 742 78 Pass 7 /16" 8d 6 2\ 2x 518" 32" zb) 336 32 571 240 70 Pass HDU2-SDS2,5 3,O75 1,151 Pass 0.0 12.0 33.0 16 no 0.o 583 27 Pass no 0,0 455 74 Pass no 0.0 1,914 60 Pass no 0.0 r,276 40 Pass 7/16" 8d o 2x 2\ s/8" 32" 1,138 336 34 2,454 74 Pass No Holddown 1,050 596 Pass 0.0 12.0 33.0 lo no 0.0 683 zr Pass no 0.0 455 14 Pass no 0.0 1,914 60 Pass no 0.0 t,276 40 Pass 7176" 8d D 2x Zx s/8" 32" 1,138 336 34 2,454 240 74 Pass No Holddown 1,050 59b Pass 0.0 72.0 8.5 12.0 no 0.0 256 20 Pass no 0.0 575 44 Pass no 0.0 776 55 Pass no 0.0 7,672 Pass 7/16" 8d o tx 2\ s/8" 32" 831 336 98 1,797 240 ztt Pass HDU2.5052,5 3,075 2,452 Pass 4.5 72.0 HET-MXS-09-03 Printed 7/13/2012 4:55 pM Wallq Heritage 09T Meetinghouse Release 03, September 20tt HET-MXS-09-03 wcB Wind Shear panel incr tactor Dlaphragm Factor Grid line Intersecting Grid lnput Oiaphragm type Shear wall type Holddown Segment length Segment ht - for holddowns Diaoh WIIID left/rop Side ElocklnS Diaph Blocklng dlJtance Force in diaphragm Applied diaph load Pass/tail WlilD Rl8ht/Bottom Side Elocllng Diaph BlockinS distance Force in diaphragm Applied diaph load Pass/Fail SE|SMIC tcft/rop Slde Blocking Diaph ElockinB dlstance Force in diaphragm Applied diaph load Pass/tail SElSMlC RiSht/Sottom Side Blocking Diaph Blocking dlstance Force in diaphragm Applied diaph load Pass/Fail wall shealh thick Nail sire Nail spaclnt Member size Sill plate thickness Anchor bolt size AB spacing WlN0 torce applied to segment WIND Reslsting wall force WIND Applied wall force 5ElSMlC Force applied to segment StlSMlC ResistinS wall force SEISMIC Applied wall force Pass/tail Holddown Callout H0 Capacity Applied upllft Pass/Fail Required FootinS Width footing Depth Roof Diaphragm 7.4 1.3 ft 6.5 12.0 no 0.0 208 72 Pass no 0.0 467 27 Pass ft lbs plf lbs plf 0.0 582 34Pass ft lbs plf lbs pll ln in in In lbs plf plf lbs plf plf tb tb ft ln no 0.0 1,310 Pass 7176" 8d 6 2x 2x q/q,l 32" 575 336 to4 7,455 240 224 Pass HDU2-SDS2.5 3,075 2,628 Pass 4.5 5hear Walls Hold Down Walls: Page 5 of 7 62 HDU2-5052.5 3,075 2,628 Pass 4.5 t2.0 z. 6.5 tz.0 no 0.0 208 12 Pass no 0.0 467 Pass no 0.0 582 34 Pass no 0.0 1,310 77 Pass 7/r5" 8d 5 2xs/s" 32" 675 335 104 1,455 240 Pass no 0.0 724 Pass 7/76" 8d 2x 2X 5/8" 32,' 831 336 98 1,797 240 277 Pass H0u2-sDs2.5 3,O75 2,452 Pass 4.5 12.O _2_ _,* 8.5 12.0 no 0.0 256 20 Pass no 0.0)/) 44 Pass no 0.0 776 55 Pass HDU2-5052.5 3,075 2,675 Pass 4.5 12.0 -210.0 10.0 no 0.0 1,025 45 Pass no 0,0 342 l5 Pass no 0.0 2,877 125Pass no 0.0 42Pass 7116" 8d 2x 2x 518" 32" 1,366 490 !37 2,945 350 294 Pass HDU2-50S2.5 J,VIJ 2,079 Pass 4.0 t2.o 72.O no 0.0 370 16 Pass n0 0.0 958 42 Pass no 0.0 r,o37 45 Pass no 0.0 2,772 118 Pass 8d 6 2x 2x s/8" 32" r,5J5 335 84 2,883 240 180 Pass HDU2-SDS2.5 3,07s 2,O79 Pass 12.0 16.0 l2.o no 0.0 370 t5 Pass no 0.0 968 42 Pass no 0.0 1,O37 45 Pass no 0.0 2,772 118 Pass 7/16" 8d 6 2x 2x 5/8" 32" 1,338 J50 84 2,E83 240 180 Pass HDU2.5DS2,5 3,O75 3,051 Pass 5.0 12.0 38.0 24.O no 0.0 t,324 Pass no 0.0 1,168 31 Pass no 0.0 t,tlL 98 Pass no 0.0 3,274 60 Pass 7/76" 8d 6 2x 2xs/e" 32' 2,492 336 66 t,5t 5 240 141 Pass HET-MXS-09-03 Printed 7/13/20L2 4:55 PM Walls Heritage 09T Meetinghouse Release 03, September 2011 HET-MXS-09-03 WCB 21,0 8.8 no 0.0 683 Pass Wind Shear panel incr factor DiaphraBm Factor Grid line Interseqting Grid lnput Diaphmgm type Shear wall type Holddown Setment len$h Setment ht - for holddowns Diaoh WIND teftfiop Side Elocking oiaph Blocking distance Force In dlaphragm Applied diaph load Pass/Fail WIND Right/Bottom sld€ BlockinS Diaph Blockint distance forcc in diaphratm Applied diaph load Pass/tail SElSMlC leftfop Slde Blockint Diaph Blockint distance Force in diaphraSm Applied diaph load Pass/Fail S€lSMlC Rlght/Eottom Slde Elocking Diaph BlockinS dlstance Force in diaphragm Applled diaph load Pass/Fail Wall Sheath thick Nail size Nail spaclnt Member size Sill plate thickness Anchor bolt size AB spacing WIND Force applied to segment WlN0 Resisting wall fofce WIND Applied wall force SE|SMlC Force applied to segment SElSMlC Resisting wall force SElSMlC Applled wall force Pass/Fail Holddown Callout HD Capacity Applied uplift Pass/Fail Required Footing Width Footing Depth Roof Oiaphragm Shcar walls Hold Down t.4 1.3 ft lbs plf lbs plf no 0 U N/A no 0.0 1,914 48 Pass no N/A 0 0 N/A ft Ibs plf ft lbs plt in in in lbs plf plf lbs ptf plf 7lrc" 8d o 2x 2x <19" 32" . 683 336 33 7,472 240 70 Pass No Holddown 1,050 -1 4E< Pass 0.0 t2.o tb tb ft in Walls: Page 5 of 7 63 no o.0 315 15 Pass no 0.0 252 Pass no 0.0 881 42 Pass no 0.0 705 34 Pass 7/L6" 8d o 2x 2x 518" 32" 566 336 34 7,22t 240 74 Pass No Holddown 1,050 t5t Pass 0.0 72.0 _ t_ 5.U 8.8 no 0.0 276 25 Pass no N/A 0 o N/A no 0.0 772 70 Pass no N/A 0 0N/A 7116" 8d 6 tl s/8" 32" 276 J5D qn 594 240 108 Pass No Holddown 1,050 770 Pass 0.0 12.0 16.5 72.0 no 0.0 315 15 Pass no o.0 252 ta Pass no 0.0 881 42 Pass no 0.0 34Pass 7116" 8d 6 2x 2x s/t" 32" 566 336 34 L,221 240 74 Pass No Holddown 1,050 739 Pass 0.0 12.0 17.5 18.0 no 0.0 539 30 Pass no 0.0 431 24 Pass no 0.0 lsu 84 Pass no 0.0 r,209 Pass 7/r5" 8d 2x 2x s/8" 971 335 55 2,O92 240 !20 Pass No Holddown 1,050 -210 Pass 12.0 18.0 18.0 no 0.0 539 30 Pass no 0.0 431 24 Pass no 0.0 1 El t uPass no 0.0 7,209 67 Pass 7/16" 8d 6 2x 2x 32" 971 JJb 54 2,O92 240 716 Pass No Holddown 1,050 -338 Pass 0.0 12.0 9.0 8.6 n0 0.0 455 15 Pass no 0 0 N/A no 0.0 t,276 44 Pass no N/A 0 N/A 7 /16" 8d 2x 2x 5/8" 32" 455 336 51 982 l5l Pass No Holddown 1,050 468 Pass 0.0 HET-MXS-o9-03 Printed 7/L3/2072 4:55 PM Walls Heritage 09T Meetinghouse Release 03, September 20LL HET-MXS-09-03 WCB PageT of7 64 Wind Shear panel incr factor Diaphragm Factor Grid line Intersecting Grid InDUt Diaphragm type Shear wall type Holddown Segment length Segment ht - for holddowns Dlaoh WlN0 Left/rop Sidc Elocking Diaph Elocking distance Force in diaphragm Applied diaph load Pass/Fall WIND Right/Bottom sld€ Slocking Diaph Blocking distance torce in dlaphragm Applled diaph load Pass/fail 5€l5MlC Leftnop Side Elockint Diaph Blocking distance for€e in diaphragm Applled diaph load Pass/Fail SEISMIC Rlrht/Boftom Slde Elockint Diaph Elocking distance For€e in diaphragm Applied dlaph load Pass/Fail Wall Sheath thick Nail slze Nail spacint Member she Sill plate thickness Anchor bolt size AB spacing WINO Force applied to segment WIND Re5istlng wall force WIND Applied wall force SElSMlC Force applied to segment SElSMlC Reslsting wall force SEISMIC Applied waU force Pass/Fall Holddown Callout HD Capacity Applied uplift Pass/Fail Required Footint Width Footint Depth Roof Diaphragm I.4 1.3 Shear Walls Hold Down tn in in lbs plf plf lbs plf plf 13.0 20.o no o.0 'J' Pass 0.0 647 50 Pass no 0.0 t,9tl 116 Pass no 0.0 1,813 139 Pass 71r5" 8d 6 2x 2x sl8" 32" l,l60 ' 335 91 2,557 240 t97 Pass HDU4-S0S2.5 4,565 3,817 Pass 5.5 HET-MXS-09-03 Printed 7/13/20t2 4:56 PM Straps Grid Line Intersecting Grid Input Strap Type Strap Number of Straps Strao ProDerties Minimum Len4h Fasteners Capacity Length Grid Intersecting Grid IneuJ Strap Type Strap Number of Straps Strap Properties Minimum Length Fasteners Capacity Length Heritage 09T Meetinghouse Release 03, September 2011 HET-MX5-09-03 WCB lbs ft lbs lbs Forces Wind Seismic lbs ft lbs lbs Forces Wind Seismic Straps: Page 1 of 1 65 Coil Straps cs20 2 18.00 (15)8d Nails 1030.00 1.00 39L.44 470.8s Pass Coil Straps .GMSTl4 2 68.00 (76)10d Nails 6490.00 L2.00 224s.90 2707.57 Pass Coil Straps cs20 18,00 (16) 8d Nails 1030.00 1.50 Coil Straps cs20 2 18.00 (16) 8d Nails 1030.00 3.00 587.15 706.28 Pass HET-MXS-09-03