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Specifications Dar 1,, LOUD 13: L4 3040 (100113 1;r5 11 N IP(UUI JUN h'Alat 1:11 . MNicoli Engineering, Inc. PO Box 23784 Tigard,.1Jrafion 97281: • Phone (503) 620 -2086 • Fax: (503) : 884 -3636 STRUCTURAL DRAWINGS • PROJECT: INSTALLATION OF NEW HVAC UNIT MARKET PLACE BLDG. /fiCd°1-ev6- 0 - 13500 SW PACIFIC HWY. TIGARD, OR. 97223 CLIENT: CPS CONSTRUCTION INC. 9825 SW DAY RD. SHERWOOD, OR. 972140 s v � a,Nee s 0 _, 9 16,507 • e J (0 \3 v J O/ Note: Nicoli Engineering's design responsibility is limited to only those specific areas of the structure and /or project as presented herein. The attached calculations and /or construction details have been prepared for the above referenced project for the one—time--use at the noted site. JOB NO.: 06 -0811 PREPARED BY :ENK CHECKED BY : JA DATE : 8/16/06 PAGE 1 OF V G 08/17/2006 15:24 5035708713 CP5 CUNSINUCI1uN t- wit. t7' • / 1 gni Li, V 0 Ali ' Oa 7 _ —' � c � t ��' �� fil` lCi -i Jt. ' €t 5 B ryant ,r3 ;,: -i 7 zDD7:-. C7 _ ti) L ��4 1 � i r. . -. `.; 'i-ii_ tl - :t1 -'l �_ l f. - 0- . • e "•�(G) I3:� ` 1 1 lc) i _ ) •11 i • TOIPINfirillidA 1 / /7.1 f0 NI • • S E R i E S • • 111111 - i � 4,, � ��• y1• % :L `� , i • •tip_ I mo - - -� /♦ \ rte' y�,� w�-"'� ��` `� -... r�% � y'� - ~��j~ Unit 581B036 -072 Unit 581B090 -150 •. ,, Bryant has designed the Tundra" series based on customer • high- pressure switch needs and requests to be the most efficient and reliable ever. • freeze - protection thermostat • internal compressor overload FEATURES/BENEFITS • exclusive Cycle -LOCTM circuit board that provides anti- com- pressor cycling • Efficient rooftop line for cooling using scroll compressor • refrigerant fitter drier • technology The cabinet is constructed of galvanized steel, bonderized, and • Efficient rooftop line for , heating using dimpled heat . coated with a prepainted baked enamel finish. The paint finish is exchangers a non-chalking type, and is capable of exceeding Federal Test • High reliability — non - corrosive condensate pans, prepainted Method Standard No. 141 (Method 6061) 500 -hour Salt Spray cabinets and primed interior panels, and all units are fully pro- Test. In addition, all cabinet Interior surfaces are primed, allow- . tested by internal safeties ing the entire unit to have longer life and a more attractive • Quiet operation — isolated compressor plate. All compressors appearance.. mounted on independent vibration Isolators. Standard, belt_ EASY MAINTENANCE AND INSTALLATION driven evaporator fan motors on all units All Units are Factory Shipped In the Vertical Discharge Con- • Ease of maintenance achieved by self diagnostics on the in- figuration for fit-up to standard roof curbs. (One accessory curb tegrated Gas Controller (IGC), standard size filters, no tool fit- fits sizes 036 -072: another accessory curb fits sizes 090 -150.) ter access, simple compressor access. permanently Contractors can order and install the roof curbs early in the con - lubricated fan motors, optional disconnect switch. and op- struction stage, before decisions on size requirements have tional 115 -v convenience outlet been made. BRYANT MEANS TOP QUALITY AND REUA IUTY — Each All Units Feature Heavy -Gage Roll - Formed Baserafl design component utilized in the Tundra series is designed and with forklift slots on 3 sides of the unit and rigging holes for tested for a minimum of 15 years operation under the harshest easier maneuvering and installation. Stretch -wrap packaging conditions, protects the unit during shipment and storage. Every unit is thoroughly run tested at the factory in each oper- Unite are Easily Converted from vertical to horizontal epplica- ating mode end evacuated prior to final charging. Every coil is tons to make retrofit and add-on jobs easier. To convert from leak tested with helium particles. Automated run testing allows vertical to horizontal discharge, simply exchange 2 panels. The accurate, undisputed tests and measurements which are sec- same basic unit can be used for a variety of applications and - and to none in the industry. can be quickly modified at the jobsite. Each unit contains a factory printout indicating tested pressures. Standard high - performance, high- static. belt - driven evapora tor- amperages. dates, and inspectors, providing certification of the fan motors enable 5818035 -150 units to operate in most duct- unit's status at the time of manufacture. work configurations. Units are equipped with valuable safety controls designed to Ductwork Connections are Made Easy by the logical 2 to 1 monitor and protect for the life of the unit. The standard safeties aspect ratio. On vertical discharge units, ductwork attaches di- include: redly to the roof curb.' • low- pressure/loss -of- charge switch - Fofm No. PDS 5818.38.4 08/17/2006 15:24 5035788713 CPS CONSTRUCTION r-wuc. • PHYSICAL DATA (Cont) j� • gASE UNIT 4811/ 090 102 120 160. / . NOMINAL CAPACITY (eon.) . . .. 714 Oyt . 1D OPERATING WEIGHT (IC) Unit 870• 800 1035 1050 ' WIth Ourabtade ECO,omRrr 914 924 1079 1094 With Parebfad. Economic,' 932 942 1097 1112 . Roof Curb 143 143 143 . . 143 • COMPRESSOR Serra • Quantity • 2 2 2 2 ON (a;) (each comp4 53 - 53 50 60 REFRIGERANT TYPE R.22 Opening Charge (Wet) Circuit 1 7 -10 744 9.3 9 -0 Circuit 0 - 2 8- 5 10J 95 • CONDENSER FAN P,rooetler Qu.nulty._Olameter (in.) Z..22 2...22 2..22 2..22 Nominal Cfmpw 6500 6500 7000 1000 Willa Input (Total) iti 850 X 650 0 X 650 0 1ti 650 0 CONDENSER COIL Enh, nceo Co:ec. Tubes. Aluminum Lanced Fine Row....Finsfrn. 2_17 2_-17 2...17 2...17 Total Fare Area (5.g ft) 20.6 20.5 25.0 . 25.0 EVAPORATOR FAN Cen;rifugsl Sin (In.) 15x15 156 15a15 15x Type DrIve Bell Ben Bell Belt Nominal Cfm 3000 3400 4000 5000 • Mealntum Continuous Bhp 2.90 2.90 5.70 5.25 Motor Frame 55 36 56 56 Fan Rpm Range 8404085. 840 -1085 860.1000 900.1260 Motor Bearing Type Bali Ball San San Maximum Fan Rpm 2100 2100 2100 2100 Motor Pulley Pitch Diameter 3.414.4 3,414 -4 4.W5.0 2.813.0 A18 (in.) 4.0/5.0 Nominal Motor Shaft Diameter (in.) r ri1 S % Fan Pulley Pitch Olametor (in.) 7,0 7.0 8.0 5.8 Belt - Typ....L.ngth Gn.) 4...51 4...51 A..51 9X..46 Pulley Center Lin. Distance (1n4 16.75-19.25 18.7549.25 15.65 -17.50 15.85.17.50 Speed Change per Full TUm of SO 50 45 60 Movable Pulley Flange (rpm) MovaW. Pulley Maximum Full 5 5 5 6 Turns from Closed Position Factory Setting -- Full T1rme Open 5 5 5 5 - Factory Spout S.Wrg (rpm) Fan Shaft Diameter at Pulley (In.) 040 640 111 1 EVAPORATOR COIL Enhanceo Co:•pEr Tu,Ta. Aluminum Double -Wavy Fos Rowe-Fins/in. 3...15 - 3_.15 4_.15 4...15 Total Faso Ana (no - i 0.9 8.9 11.1 . • 11.1 FURNACE SECTION Rollout Swath Cutout (Tamp (F)• 195 195 195 195 Rumor Orifice Diameter (14....dr10 Malt Natural Cas --- Std .120...31 .120_.31 .120_.311.120_.311.129 -..30 .120...311.129..,30 Ligqutd Propane - A .098 41 .006..41 . 096 - ..411.098...41/.102...38 .096...411.102...30 Thermostat Stage 1 .141.14/.14 44/.14144 14 .14 Stage 2 .141.20/.20 .141.200.20 .20 .20 Cas Input Stag. 1 90,000/ 120,000 /180 90.0001120.000/180.000 120.000180.000/200.000 - 180,000/200,000 Stage 2 125.000/160.0001 125.0001180,0001224.000 180.0001224.000P250,000 224.000/250,000 Efficiency (Steady Salve) (16) 6282182 02102!02 62/02100 02/30 Tempe Rise Rang. 20.50135.85/45.75 20.601354565.75 3545/35 - 55140.70 3545/40 - 70 Manifold Pressure (In. wg) Natural Gas - Std 3.5 3.5 9.5 3.5 Liquid Propane -AIt" 3.5 3.5 3.5 3.5 Field Gas Connection SIs° (in.) .501.75/.75 .501.751.79 .75/.751.75 . .751.75 HIGH- PR ESSJRE SNITCH (pS19) • . - • Standard Compressor Internal Relief 450 t 50 Cutout 428 Raul (Auto.) 320 LOSS.OF -CHARGE(LOtJ•PRESSURE SWITCH (Uquld Llne) (peIg) . - Cutout 7 2 3 Reset (Auto.) 22 t 5 FREEZE - PROTECTION THERI.10STAT Opens (F) 30 2 5 Close. in 45 t 5 CIJT000R -AIR INLET SCREENS - Cleanable Quantily..Slas (In.) 1...20 a 25 x 1 1,..10x2561 RETURN.AIR FILTERS - Thrtsra•.rav • Qvantny..5le 4..10 112(1 4 - _15 R20x2 4..20x2062 4...20x20;2 _ LEGEND •Inc ieatea automatic resat. 3 - Bhp - Broke Horsepower 1501 6916090160-120180 unite h e • owners. 5818090220.150220 unite: and 5019120250. 150250 units have 5 Meer,. - An LP Conversion Kit is avoteble as an accessory. 10 08/17/2006 15:24 5035708713 CPS CONS 1 HUG 11UN rt-41.1C 11•4 BASE UNIT DIMENSIONS - 581B09D -150 4 SIANOARO OORAOLAOE PARAEIAOE CORNER CORNER CORNER CORNER • ' ONrr UNIT ECONOMIZER E0131O111337R WEIGHT AMT WEIGHT ANT 9P . �' -R- 'L.• if le MEJGIIT WEIGHT WEIGHT. EA) • Lb t{° Lb -Kg • Lb K0 • 1A x9 LA 110 is - R° • 11.81. mm an . R. nun nal. gun' • mg. ate 7H11. mm 4 �(/ 0 .. 785 M 20 28.1 100 95 181 a 239 109 28o 1 7 632 •3 1080 2.0144 8513 2- 2 a 072 • -- 102 990 . _ 44 23 62 28.1 191 67 163 4 110 294 129 M 379 34414 1090 2.0'$. 2. 2%M 6 10 1 l 35 •60 44 • 20 82 29.1 225 102 112 W • 14 285 I29 533 151 1334 378 44 1221 &OM 924 2.104.. 976 118 _ 1050 _ Q6 _ 44 714 _ 52 _ 20.1 229 , 103 ' 195 80 299 _ 131 ' 730 , 193 1314 , 378 4-1111. _ 1253 3. 0+3 0114 424 2.1. 5/5 1. Obwlasas b 1 I are Si nr.xnetas. • 2. OmriQatct,w9p. -e 0• -0 m O 3- 3. j// Ot or ono: r 0 71 13115' 4. On mate! 01312090 sues G O.0It ID be .Id0W0 to eceessory root Wm only. Pot 1977 Il0dteIOd O130749°e me; hISIL9p IS.OWN shook 06 lOUdIe0 b bodion151 do- I ACTgWuEn 0.1510/. 3.10 eI smt 1nould De eedod to 1711 II5( 6I. ' F FH LUE SP IQW 5. Zile d3.SII1ge 00(51000as 0i01 a n any ll peela.h: 6 658.18 1110.148 q0e 8n0 D� Q6 h (T9ln 5118111(519 Ie. ratP � peAeery eua A 1 ) 4 imam at tM b b ool lI(i 81e e winos *bon not 110$ cut). 1 het. de esot ma to c01eb1e®b searods Mon m" mite 11. 010"84. • r • t. iwr 1594 lev paper 80010. 34 K ens x171.12 In Oro ages. Tin OM germ dd 0w10lydecamp 6 ay00nel. 4 /11 Q 2 Oe Beam en0. 60 K 6 1911195 roper con er toe 3.53.0008 .mew e. Beam UMW MOM bon doe 4291. per NEC Mstl�el E7sdhd ON, t ► I 1. Bee.amt uA and tmgmrdm I WI8C88. coma 0c. ode. 30 K per NEC. • 1 • °. whose* 42 a K NEC. s n 51 mnaw wale 0/1081/ Ofteme80 (111005. be* • b � f P R Hol ortat supply an° morn /M. O Inches. O. Vah Oro et= p5On 5816e dee reran ter ew aeetteens 3.M One coevonIen zed. et 114.3.0 0 - -4 9n9• 0• -5 3/4 In noels 5e. O end S a mm woo oe or Wmnde teeNaee no 643ron(o. (1161 4' - 5 7/9 (1461 7. Mob any i O e p e N an bozo eve. MI from w900 0r POI KW 010 mar °. 1/16. T [139SO ELE - h► LEFT S I DE In"4 "c7106"710" roN 12ES A 1W 1391351F1910 Paler supply Nee 6 2W OM WI Supply Krox i8o - REAR 5 �'_ 2'- 11 O 1/2 ^ 15 C 1M - aepg cnayegvo "II"e o' - 9/16' M• Dm 122) Feat canna wars Km [93.) C W.14 NM' GII50I sate WO 11£6855 Immix 341510E Mf , 1 um/ • G W - 14 N M' GIs Cannadlen 501aV000r2S.n0 casolpoza COIL - 5� ��_� P 5918 - 4102125 M caw t4 811 - 3. 110411 6- 1 "-6 We C T G 5 (511 Par.Suno c a ® ECp1011291 MOO WAIF; -A• 4` - -3 1/9�' �`' 1 0' - 5 sr2 Mai rw.1O P111919) ti t i 1 t ,2j 1t 1 ff1U0 1 A1A0lFJ i 1 l - ` (toner il. ll . O. 1 1d1► 1 ' £ RP1taN MD It _ _ 1 A 4 -..9 3q - I I E zaz w t0' -2 13/15 114872 • 11 ALT. 05 61087E d 131415 � � OI.SI w418 0FEIONc 9419FLT I vlHl 5-5 > O • C=I LEF T1 if IN laSEF411 AIR I 2 -.4 3/4- mom - • - ' _CHART, S I DE 1I Pro &d3 �` IF= RIGHT SIDE � , I II , 0 116 ; ��.�, o1.(lr1 093300 NKr.' 1111 1 -11 151 ! E E Ib1E 3.9 I MEN= t 0 6911 ` 1 1 918717 am 080011 lux S bw 1 I•_ /8 0 -1 15/16- 0' 11AB �- -1 61 1 10.51 r ; 11 1 Ur 340 7/I 21 `!e 902T011 MU_ 0 • -8 7116' 1/1 p oe t 1al 1 $0870311. 04.11 I F _ 1 114 115• 1 351 t44.0 - 5181 8811811 III4' w 1 1/1 E0 " ° "I�1� T ©�'' r . 4 -� 119' raEA c- Ka F°1a1, 017011311C ere aloe 1122. . r - 6 1/4 •-a 3/14 t 793 .---- 110733 IUM 1r1/4'..-.....4 - 7 1/4'..-.....4 S51/ 110227 7' -3 311• °- t1e5I 118115 122193 0' -0 3 2 5/18• 1 - -4 5/0 U01 �}-• J1 men _ _ __ FILTEA AC ®9 mum 1 ' OET J � OISFOSABLE FILTFA9l MOOD - 1 - . .. i 4A1Ub 1 A� ` -r �I l W"IR0. 903./ *5 .0080 F 4 1 1 h IIOR 1 1 - canattssoa/ aim 5 1 4 zoNTAL y ;: vort. I I h q 0117918 III T1 3.1 A IA Y 116• W 1' �t 719 O P E AINO y 6 2' -2 -�I mama c I( i P 1671) 0'95116- F f i ' rz. 0•2 Ins- ri [911 C 1'- ° y 1 1 1111111■111 RIA 3' MCI 1 °• (1111111 /I c " --- " . "1 ,14 ." --- " . "1 ,14 . 4 00 t114.4 F0 raum SLO?s CUT OE y CF-43 141 MO e1 I PANEL t RIGHT SIDE FRONT SIOPLT MA 1+£(3410 AIR E 570. o0IC NIAIE MAIN 12 • 08/17/2006 15:24 5035708713 (h"a `151 KW 1 lu1`a ...."` ACCESSORY DIMENSIONS -- 581 B090 -150 CONNECTION SIZES ^ UNIT SIZE „A., ROOF CURB SUS ACCESSORY UNIT SIZE .. *.w SRAM POWER CONTROL CONNECTOR SSORY 1• -r (3581 CRRFCURBO03A00 8816 E GAS PACKAGE 080150 r pia) CRRFCURB004A00 • — 96 NPT W NPT VS" NPT CRBTMPWROQIA00 090-150 2WTI 1• ISM tYf IISj CRBTMPWROO222AA00 1 curb aaessery shipped unassembled, • 3/4"4" 1 t4• Y NPT w NPT un.- 11u.Bottom) 2. Insulated peels. • . — — 3. (31ni1TnslOrle in I ere N m4Bnetara. 4. Rod taubc steel. Ca S. Attalla ductwork b cosh Mangos of dud neat on curb. — — — -1 8. Sarno cieera11CO 4 h on each lido. 7. ,y - Direction of airflow. o 8. Either accessory connector package can be used 1 �e . - -; wM either memory roof curb. • % 1 ''-- ' e , •o• WRIT D'-D We I71 Doti .' CASe6) 1 NAIL �>d! eattosttD niH eUet I "s;4 tor) S1OES .� 3•.3 sir i '.; °• i l ir w tea iv "' DM it MD 91aR 1E07 1-)..; \ UtIftD s{/PlllO) • 1• -7 v ' ! eo pllro (• lee 0.I S ECTION "C-C' STRIP \ UV 1►iELD SUPPLIED) 1 _. L lea 14TEEIAL fill tva� E.-7 _ ) _ I 1)f MO r ))FADS) ! [7661 � max N ow NI\� \\\��`\ \ \ \\ oPClullc KR RESEW 0'4 7116• I r a IT/16 0*"0 7nG • 4113.2 Mc 112410 MOLT REM) ei;ETD 6VA T At - ___f •� v ise - �� // • � ' �u� Is .E tax •: • f • 1 L16 I I I fzaucC I Plai 1 '•D 6/16 1 I313) I 0 1/. 171 ' _ ® ` , i.s.., / r e•.. ens' ., e: 1 a l 1 i f E rTl' 1 sleet AIR RETURN AIR % TT } , , / 8 jail '/" \ \ \� ps.tr eativircas as .- . VIEW A —A ` \\\ i ., A �llfa• .. \ ,„.. ....,...„.„,...„.,.....,.;.„; me. Au carom VIEW 'B ._ ena) Roof Curbs 14 08/17/2006 15:24 5835708713 CPS GUNb 1 MJI: I JUN r F"�` ww • ■ ■ Prosect:,� Qom', Page: N ' �' Client: . G VV BY ' ENGINEERING, INC. Job No.:* (y #.. C2 ti I Dote: Oil i./ \N, 4- ) - 5 ice . , .• q'z 74 14 Ct -,47 44jAi t . ; ern tilde? VYrJ - 40 • � _ . r 1 -` I Q 1 - X 7... - I- k C3 r q . a? t J .,. �i . . 9025 SW Center Street - PO Box 23784 Tigard, Oregon 97251 - Phan (503) 620-2065 • Fax (503) 684 -3636 08/17/2006 15:24 5035708713 CPS GUNS I K IU I JUN rHk.wc. u r NAc Project: Page: 1 • MNicoli Client: 6/767 BY • i• • ENGINEERING, INC. Job No.: • 67 t — d f7! I • Daie: 9! 14/pi„. ii / t w i1 4 L 6 .r 9 62 r. E AA fLJ, f 0 # . 4, eg 114(09 �riY $7 ,rN CC,. - Mg-tAA/ i z' ---- pt.....rwg 1 ... .1------- 1-07 {i-t. . 9P1-1 x.F.45 7.e7 . W1 1 D J 0 t7 wA t 9025 SW Center Street - PO Box 23784 Tigard Oregon 97281 • Phone (500) 620 -2086 • Fay % (503) 684 -3636 • CPS CONSTRUCT1UN rw� uo 08/17/2006 15:24 5035708713 � 8 i, Project: r1 (k l Page: L/ ►\,N,�o'� Client: , P� Y ENGINEERING, INC. Job No.: • C7 & a+011 • Dote: - � P& 1.)1`17 t A A �. rrs• , 4 A. 1 7vg 7 \A/ F .4. i t tt ,s* ,4 ,1.6.AbX 1-2 ‘45/ r d. • ®verfuaa taw, OT1u1� s )c 2 ' 25= iov\ 17 X OP72,: CV Cr — f,e 4 s c * 1 Iii 1 A G ALA o mer i1Z'T t? Or40.41 4vruol pc. (40 ?)( VI WO C V (4a‘ c f a,- 9025 5W Center Street - PO Box 23784 Tigard. Oregon 9728t • Phone (503) 620-2088 • Few (503) 684-3636 08/17/2006 15:24 5035708713 CPS COPfSTRUC:IluN r••• ••" Project: Page: v � N � , Client: & By. • ENGINEERING, INC. Job No.: • • p 60- C 7 . 1 1 Dote: � (7 k• )t1r -cW L 1; X.y Ito 1 34 - q., u ipt COS 19 1 �j1 • SNEEr Me"`s • 9025 SW utter Street - PO Box 23784 Tigard, Oregon 97281 • Phone: (503) 620-2088 • • Far (503) 884-3636 08/17/2006 15:24 5035708713 CPS CONSTRUCT1um ' •,■•• CPS � Date and Time: 8116/06 9:54:57 AM • MCE Ground Motion - Conterminous 48 States Zip Code - 97223 Central Latitude = 45.44033 • Central Longitude = - 122.776223 • Period MCE Sa (sec) ( %g) 0.2 106.1 MCE Value of Ss, Site Class B 1.0 037.2 MCE Value of S1, Site Class B Spectral Parameters for Site, Class D 0.2 114.6 Sa = FaSs, Fa = 1.08 • 1.0 061.7 Sa = FvS 1, Fv = 1.66 11241,7 ifltrer7 `P V1Y- r '4°13 • 08/17/2006 15:24 5035708713 `1 ■ Project: 1��A"tI Page: 61 `N ICO I Gient: ti By: ENGINEERING, INC. Job No.: (2 - MI Date: 5 JPh' App \VAG t1 t • \ 430P n nve ?Lei- : • • oror.Jrivikvk qc • Pe 1 0 '4 4 1 16 W 9025 SW Center Street - PO Box 23784 Tigsr"d. O egon 97281 - Photo (503) 620-2086 • Fax (503) 684 -3036 �S CONSTRUCTION rout 1.L 08/17/2006 15:24 5035708713 . -. COMPANY PROJEC 12/ : :. a • -- Nicoll Engineering, tna CPS CONSTRUCTION -' . j PO sax 23784 GLUED LAMINATED BEAM CHECK • '.77.:.-:::::i.:: Tigard, OR 97281 RB't - i _ C . �. . - ..,:',-:::_:±.'•_:1.1';;.::._-. ` iu,rnw! _: Aug. 15, 200616:59 RB -1.web Design Check Calculation Sheet ' S•u er 2004a LOADS ( lbs. tom. or pif ) Load Type Distribution Magnitude Location (ft! Pat - Start End Start End tern LOadl Dead Pull tiDL 295.0 No Load2 shear Full IIDI. 737.0 No L0ad.1 Dead Pout 538 0.00 No Loads Dead Point 538 . 0.00 No MAXIMUM REACTIONS (ibs) and BEARING LENGTHS (in) : i i 33 o' 4867 Dead 5943 14867 Live 12160 17026 Total 18104 Bearing: 2 LC number 2 3.8 Length 4.13 Giulam-Bal., West Species, 26F-1.9E W6-314x27 CC IBC• Lateral support top= at supports, bottom= at supports: Load This sectionthe design check WARNING: This section violates the following design criteria: Bending Analysis vs. Allowable Stress (psi) and Deflection (in) using NOS 2001 : Criterion Analysis Value Design Value . Anal ie /Deeiga shear fv = 121 - Iv' - 276 fv /FV' a 0.44 Bending( +) fb o 2056 Pb' = 2041 fb /Vb' = 1.05 Live Defl'n 0.93 = L/423 1.10 = L/360 Total 0efl'n 1.50 ■ L /264 _ 1.65 = L/240 0.91• ADDITIONAL DATA: • FACTORS: F CD CK Ct CL CV Cfu Cr Cert Notes Ca LC8 612'+ 2600 1.15 1.00 1.00 0.683 1.000 1.00 1.00 1.00 1.00 - 2 Pv' 240 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 rep' 650 - 1.00 1.00 - - - - 1.00 - - - B' 1.9 million 1.00 1.00 - - - - 1.00 2 Custom duration factor for Wind load - 1.33 Rending( +): LC8 2 ■ 0+6, M = 140481 lbs -ft Shear : LC* 2 = D +9. V • 17028. V design r 14706 lbe Deflection= LC* 2 m D +8 8I= 21036e06 lb -in2 Total Deflection ' 1.50(Dead Load Deflection) + Live Load Deflection. (D=deed L_live S =snow W.iriid tainpact C=conetruction CLd=concentrated) (All LC'e are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection Emits are appropriate for your appication. 2. Glutam design values are for materials conforming t0 AITC 117-2001 and manufactured in accordance Oh ANSI1AITC A190.1 -1992 3. GLULAM: bad = actual breadth x actual depth. 4. Glulam Seams shall be laterally supported according to the provisions of NOS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension). Fcp(comp'n).