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USGS—Provided Output - •,I Ss = 0.962 g S,,s = 1.073 g Sm = 0.715 g S, = 0.422 g SM, = 0.666 g Sol = 0.444 g A For information on how the SS and S1 values above have been calculated from probabilistic(risk-targeted) and t deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRV building code reference document. 4 MCER Response Spectrum Design Response Spectrum 0.72 0.x7 a a•�s a i W 4.4Q 0.3.1 0.3Z 0:3.3 0.21 a.al D.fF3 ,� 0,0s3 D,Qb +1t20 0,48 0,9SY 0.90 1,00 1,20 1,la 1,s0 1.96 2.00 0,00 0.20 4,40 0,60 0:981 1,00 1.20 1.40 1.60 1.8331 Z.W Period,T(sec) Period,T(secll i http://ehp3-earthquake.wr.usgs.gov/desigmnaps/us/summary.php?template=minimal&latit... 6/17/2015 _ K Vol ice ' f 3� S��►� 1�� I v I u � I �� ( 2 X A'C 24 x• l'1 a .r 4� [CID, ol i P te-f J �' T:\15015\OOPLANS.dwg,7/14/2015 6:32:26 PM „ �,riu�;.:oicu,,�,,i.Fay.✓,;,,:z?-rssu�,s3s=�..5•w��,cc-,..uu,.:,tT.,�;ac�tms-c:�SE'^, ..»�.•.':�ecs.: .. �-.,sazr�r:..:.r•�:�crf�ica.,,.�r,.��cF�ara.S�r�z�vr,.�..:,,y�:�,,,,-.,,,,^:c::,,,,::;,,.,,,,�-%.-<-, --I- 1-J.__! �: ; L I�� I -:_:_.__'�'� a... 17Z,, �__i ,..•„� �� ' I I I D i � I j } i ' I i-. � .L.- I � --J �_:-- --.�/11�'��y=1.- --...._.:: -- - -- !- -i------�---�- !-= —J--•- a- ! 1. 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No Unused.,Eor.,ce-.Wacnin s..- ..... ... ....:..._- Xes :: ::: _:::<:.•.:..:::::,:_:: _:::_: ::.:::::.::.:::. :_.::::::::• Min 1 Bar Diam. Spacing? No _ ._...._....-.._. ..:....................REBAR:,:SET<::AS�MA6:1r5<-, Min % Steel for Column 1 i. General Material Properties _ r Label E fksil G Iksil Nu Therm 11 E5 F Densi k/ft^3 1 clen Conc3NW 3155 1 1372 .15 .6 .145 - ::..... - ..... ... --onc4NW-: ..:•� - - - - q. - - - 3 cien Conc3LW 2085 906 15 .6 .11 ;,.41047<..:..:�:.:.:.:::.....:.::.:.:::::.,1.5•:::;.:;;�:�;,;:,_::..::::;,.::..�::-�6;:::,:;;�; _� ::.:: :;,�;�:�::1�_1,.:;:- ;;::::: 5 - en Alum 106004077 .3 1.29 .173 en-Steel. - > .. 11 [54:::;::.:::_ _;,:>: 3 :_:::•; z, F: :::::;:_•=::65: .:;::::: : ::.:.::..: :: :49t a= 7 RIGID 1e+6 .3 0 0 Wood Material Properties Label Tvoe Database Species Grade Cm Emod Nu Ther...Densl'... 1 DF/SPine ISolid Sawn lVisually Gra... Com SIDecies Group I DF SP No.1 1 1 .3 1 .3 1 .035 FLS 'rucr Visual) .Gra:_::.::-Com: : ::- r :.: :::::::.:: ::.: ::::: <::.:::::_ ...•: ..:.: _::: :-. ..2...-... . .P . SOIId.Sawrl . .._.-...y._._....... ........._..-._$pedes_Gra,up.II;HF,SP...F:.;-�:::::::: 3 DF ISolid Sawn Visually Gra... Douglas Fir-Larch No.1 1 .3 .3 .035 r ..: -:::.::::.::. ::,:•-. , ,Vsuall :.. :::;;;.:::.�:.::. .. .. . 5 HF Solid Sawn lVisually Gra... Hem-Fir No.1 1 .3 J .3 .035 =: Vlsuall .:.Gra:: Solrtl:;Sawn..._.._. ..y... ........ ................_...S ruc = .: : - �:;:�=-��•:_:��: _:>:::rw: •�.:_;-: -.:__::_:=_-_::_;:.:.:.�<_ .� :..:.�-�._:=-.-;::�:.. -.; e Plne.fir......... .......No.1.. .. .... .. ..... ..z,1_._...-_....3............3_......,035..- . . 7 24F-1.8E... Glulam Table 5A 24F-1.8E DF BAL na 1 -.:::.:::: <: ,::;. : ... , 3::... ..:.3...-.....035._.. E=1:SE:::- :- :::_::::: :: _ 8.... . .......... .....Glulam..__.,•Table,SA...- -:•• 24F�1:8E E--- 9 24F-1.8E... Glulam Table 5A I 24F-1.8E SP BAL I na 1 .3 .3 .035 RISA-2D Version 13.0.0 [C:IRISAIHINDSFULL.rLdj Page 1 Company LVI Nov 25,2015 Designer GJL I RIFSA Job Number Checked By: D G I E s Model Name HINDS EXISTING TRUSS Wood Material Properties (Continued) Label Tvoe Database SDecies Grade Cm Emod Nu Ther...Dens[--- �3 36."'. u aft" -P-.T-�ble�M- '7417' 'z8E"-"'8' ..... ...... -24F .,U N BA 71T4 P� 11 LVL-PRL.. Custom N/A I LVL PRL 1.5E 225OF na 1 .3 .3 35 1-.VL,-;PRU"•.2,-..,G - m, NMI E'. -j Z VIRCusRE"., �.3 _3 General Section Sets Label Shape T Material A int i 1(90,270in4l 10 180)f in4l 1 GEN1A RE4X4 Beam aen Conc3NWj 16 21.333 21.333 ;TDRIG-10 : 2— EonA rE ........ ....................... Wood Section Sets Label Shape T Design List Material - Design Rules A Fn2l 190 270)[i... 1(0.180 ri n4l LEJ 2X4 2X4 Column Rectang:u I la r I DF/SPine,.I- --.Typical 5.25 1 .984 5.35 -.-6t"0qJ'mn:"�.jR Ef n"' -qu ar e::, �,vpirg, Member Primary Data Label I Joint J Joint Rotate de Section/Shape T Desian List Material Desion Rules 1 M1 N1 N2 2X6 Column Rectanaular DF/SPine I Tv-r)ical ....................... -Q -T dtdjh 3 M31 N8 N9 2X6 Column Rectangular DF/SPine Tvr)ical .......... ............ t:,%ZLofiu mw 2X- e-c t.a.n q D571 Phii - -f N 5 M5 N6 N10 2X6 Column Rectangular QF/SPine -yAical :Column:7:li: ed ypica 6 W* I ZFISPO 2`106"; X% 7 M7 N2 N3 2X4 Column Rectanaular DF/SPine Typi al 9 M9 N4 N5 2X4 Column Rectanoular DF/SPine . Typical SP T -,-Ri�� :DF1- ns 1 Mil N3 N8 2X4 Column Rectangular DF/SPine Typical RE-1 Of C 2X4.:: 1` 16 1 rh n' ed 13 M13 N3 N9 2X4 Column Rectangular DF/SPine Typical R6& .-A -:V.,�:;% ............. 6 umn 4 ff N - Joint Coordinates and Temperatures Label X rft] Y Ift l Temp fF1 N1 0 1 0 0 3 N3 12 1.28 0 ............... ........................ ti 5 N5 20.33 1.28 0 ,6 7 N7 32.33 0 0 t N 89._7..1 .;7. 41 9 N9 16.17 6.89 0 f 2 2 - Joint Boundary Conditions Joint Label X fk/inl Y Win] Rotation[ -ft/rad] Footing N2 Reaction Reaction RISA-21D Version 13.0.0 [CARlSA\HlNDSFULL.r2d] Page 2 Company LVI Nov 25,2015 Designer GJL 111RISAJob Number Checked By: Model Name HINDS EXISTING TRUSS Wood Design Parameters Label Shaoe Len othrft Le-out ft Le-in ft le-bend to...le-bend bo.. K-out K-in CV Cr out swa In swav 1 M1 2X6 3.262 11 1 1 1 3 M3 2X6 7.021 1 ........... .... -2=,-.tE: 5 M5 2X6 7.285 I 7 M7 2X4 9 2 ............ ....... ............ .::t :Z4!:tc !z.c !.:1` 9 M9 2X4 4.16 2 t. `;::Z A !0t, ". ........ 9 11 Mil 2X4 3.664 ................... 13 M13 2X4 1 6.99 M .::984:: ...:::::::::::_x..;..-: t�' -I!, K--4: dii- Member Distributed Loads (BLC I DEAD LOAD) Member Label Direction Start Magnituderk/ft.Fl End Macnituderk/ft.Fl Start Location fft.%] End Location rft,%] 1 M1 Y -.02 -.02 0 0 3 M3 Y -.02 -.02 0 -0 DR, . .. .... ... "n 2 IT tt, W - -4, 5. M5 Y -.02 -.02 0 0 0,; 7 M7 Y -.01 -.01 0 0 .................... -�A 9 M9 Y -.01 -.01 0 0 c. Member Distributed Loads (BLC 2 : SNOW LOAD LEFT) Member Label Direction Start Magnituderk/ft,F] End MaanitudeFk/ft.Fl Start Location ft End Location ft 1 M1 Y -.05 -.05 0 0 3 M3 Y -.05 -.05 0 0 Member Distributed Loads (BLC 3 : SNOW LOAD RIGHT) Member Label Direction Start Magnitudelk/ftYl End Maonitudelk/ft.FI Start Location ft End Location fft.%l M4 Y -.05 --.05 1 0 0 1 .......... Q5:t' 3 M6 Y -.05 -.05 1 0 0 11 Basic Load Cases BLC Description Category X Gravitv Y Gravitv Joint Point Distributed DEAD LOAD None 10 Noa: 3 SNOW LOAD RIGHT None Load Combinations Description SolvePD...SIR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 1 DL ONLY lYes l Y I I i I i tot, Lim -441-1. S t tz Y, -2- e" , -z - `2 1— ALS ;[Y, RISA-2D Version 13.0.0 [C:\R1SA\HINDSFL1LL.r2d] Page 3 -7 Company LVI Nov 25,2015 Designer GA 1,11RISIAL Job Number Checked By: T E C H N 0 L 0 6 1 E s Model Name HINDS EXISTING TRUSS Load Combinations (Continued) Descriotion SolvePD...SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor IDL+UNBAL..[Yes l Y I 1 1 1 1 1 2 1 1 Joint Deflections LC Joint Label X in Yin Rotation Frad] N1 -.002 .005 -3.566e-5 ............ 3 1 N3 2 .009 -.05 9.29e-4 ' { N4 5 1 N5 .014 -.05 -9.284e-4 7 1 N7. .025 .005 3.363e-5 N 8 -,-`0 9 1 N9 Ofl -.049 -7.56e-4 4 .00 7296 11 2 N1 0 -.002 4.228e-4 0946: 13 2 N3 .024 -.134 5.006e-4 ............ ------ 15 2N5 .038 -.134 -4.991e-4 - -------------- ---------- 17 2 N7 .06 -.003 -4.293e-4 19 2 N9 .031 -.133 -2.554e-3 6-2 21 3 N1 .008 -.018 8.668e-4 23 3 N3 .019 498 7.743e-4 4 ........ 25 3 N5 .028 086 -6.471 e-4 'N ............" :O.,..�.*,'��;, 64 27 3 N7 .051 .021 4.789e-4 . .......... 29 3 N9 .018 -.091 -7.009e-4 .......... Joint Reactions LC Joint Label x rkj Y rkj MZ fk-ft 1 N2 b .483 0 w i;%� f-co.�-."O::17.:4.—q�:�--'��:�l�.��-�oo:� ::.: N&�- ............. ----------- 483: 3 1 Totals: 0 .966 -2.15 N2 0 1.362 0 T N6 .......... 2 Totals: 0 2.723 16:165 ...... 9 3 N2 0 1.192 .,653 11 3 Totals: 0 1.845 0 RISA-2D Version 13.0.0 [C:\RISA\H I N CIS FU LL.r2d] Page 4 Company LVI Nov 25,2015 Designer GJL 111RISAJob Number Checked By: Model Name HINDS EXISTING TRUSS Member Section Forces LC Member Label Sec Axial1 ShearI Momentfk-ffl 1 M1 1 0 0 0 R. 33 -.013 -.03 .024 055 ........ ............ ...... .......... t! 5 5 -.026 -.06 .098 ............... ` M�-i-5z 7- 8 7 2 .789 .038 -.002 0 'T '_'77 ................. 9 4 761 -.029 -.018 " - ' t. •::_:,::.:6::i:<:,.:......................0 - ��4�: V.- �Ktz.� . ....... ;:z-,�' t I.�-I _i IT iz; .06 11 1 M3 1 -708 .074 .066 ::T 13 3 .681 .009 -.081 rD:; ...... N _14' -66.Z.:,>,:,::_::;;;;:_:;;_ 15 5 .653 -.055 0 N", . ....... iT -lilt 4., N 17 2 -.006 .015 -.006 19 4 -.019 .045, ........... 6, :--2 21 1 M5 1 .803 -.071 -.098 til Lz. DEH ............ To. .... 23 3 .774 -.004 .04 25 5 .746 .063 -.065 r:l ::T 27 2 .694 -.042 .036 009t 29 4 _666 .023 .069 62.-% Z�-1-4 .. .-..055......... . ._- - -" ". i-, tn 31 1 M7 712 .037 0 =i""TO'O Hit.: :3-2-�T`t TTi.."n 33 3 -.712 -.008 -.065 Or2,Z! 355 -.712 -.053 .072 -T ............ 37 2 -.47 .031 .034 7777== 39 4 -.47 .01 -.009- ,46 41 1 M9 1 -.47 0 -.015 . . .... ..... 43 3 -.47 -.021 .007 zi TZ�M'i !T, '-44- 45 1 5 -.47 -.042 .072 ITT 055 n:T n ------ _46 7:7'TT�_ 47 2 .03 -.022 7:ijr. ........... 81"Ell 49 4 -.711 -.015 -.058 -7 �ME ---- 51 1 M11 1 .142 0 0 1-4 -2 T 53 3 .142 0 0 -1 ro T _-54: 55 5 149 0 0 .......... RISA-2D Version 13.0.0 [C:\RlSA\H1NDSFULL.r2d] Page 5 Company LVI Nov 25,2015 Designer GJL MUSA Job Number Checked By: T E X H N 0 L 0 G I E s Model Name HINDS EXISTING TRUSS Member Section Forces (Continued) LC Member Label Sec Axiall Shearl Momentlk-ftl 57 2 0 0 ... ........ . 2: 659 4 .142 .0 0 : - : i: .` i i- t"-.............. ......... 7, 0 61 1 M13 1 -.256 0 0 ............. 8 3 NF, 63 3 -.256 0 2 65 5 -.256 0 0 5 v! 5 67 2 -.255 0 0 255� 69, -.255 0 0 .7 71 .2 M1 1 0 0 0 Q221. 73 3 -.045 -.105 .086 ........... T E 2' 75 5 -.09 -.21 .342 M2= _;-;;:::°: <::; ::°r:; • ; 6 42 77 2 2,166 .13 -.002 "A 79 4 2.065 -.105 -.047� .. 52 ..... ::.._25:.... 81 2.. ......M'3 1 1.879 .262 .251 49 = E t i, .......... 83 3 1.783 .036 -.271 .... ........ 85 5 -.1-.687 -.19 0 ......... .. ii,........ 87 2 -.022 .052 -.021 5: M86. 89 4 -.067 .157 -.193 .......... ............... 91 2 M5 1 2.214 -247 -.342 .......... ZA6 93 3 2.114 -.013 .131 963� 06'. t4- :-.:: - . 95 '5 2.013 .222.1 -.25 �-- -------------------- -7 622�1`2 97 2 1.829 -.149 .11 99 4 1.732 .077 .235 101 2 M7 1 -1.943 .038 0 t!. t't t 451� 103 3 -1.943 -.007 -.069 tt :°€'-;'s_'11 941" APE 105 5 -1.943 -.052 .064 :•.1265.:•:.:::::.::::..::. ::: :::Q41 .,,•,.:. ::310611 M 8: 1072 -1.265 .031 .027 ................. 6 5 % 109 4 -1.265 .01 -.015 0 111 2 M9 1 -1.265 0 -.02 25. :I ,'' t : ;::t :0 113 3 -1.265 -.02 RISA-2D Version 13.0.0 [CAR1SA\H1NDSFULL.r2d] Page 6 Company LVI Nov 25,2015 Designer GA 111RISAJob Number Checked By: o r , E s Model Name HINDS EXISTING TRUSS Member Section Forces (Continued) LC Member Label Sec. Axial[k] ShearI Moment rk-ftj 7- 115 5 -1.265- -.041 .065 4 117 2 -1.941 .03 -.028 .......... .11 94 KU., .tiK 19 . 4 -1.949.4.11 -.015 -.06 INA-K T2 121 2 Mil 1 .507 0 0 '2 123 3 .507 0 0 �H: V",-,. 4 22 2 ;4� -.1-.1..1 .. 11`,;� • 125 5 .507 0 0 15 i i .4 i,,-_,iz 1272 .505 0 0 5"n"'2..'8 ................... .129 4 .505 0 0 : ........ fl 131 2 M13 1 -.605 0 0 ..... Zi........... '3 133 _3 -.605 0 0 q_,7 k . i4 .4.3. 135 5 -.605 0 0 j 38 t! 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'!"R -2061; 51 t 207 2 -.251 0 0 5:1-t 209 4 -.251 0 0 Kr- it-wiit Member Section Stresses LC Member Label Sec Axialfksil Shearrksil To Bendinqfksil --Bot Bending[ksil M1 1 6 0 0 1 0 3 3 -.002 -.005 -.039 .039 002 -------- 5 5 -.003 -.155 .155 M ............ 5.- 55' 7 2 .096 .007 .003 -.003 065 9 4 .092 -.005 .029 -.029 11 1 M3 1 .086 .013 -.104 .104 008 -057- 7 RISA-2D Version 13.0.0 [CARISAHNDSFULL.r2d] Page 8 Company LVI Nov 25,2015 Designer GJL 111RI S. AJob Number Checked By: Model Name HINDS EXISTING TRUSS Member Section Stresses(Continued) LC Member Label Sec Axiairksil Shearlksil To Bendingrksil Bot Bendinqrksil 13 3 .083 -.902 -.128 - ..... 09 A =15 :_5_.::._:::....,.........;079 -.01 0 0 17 2 0003 .01 1 .01 i4i, ti it r 00 0i --039 .,19 4 -.002 .008 .087 -.087 - oi:,� :;:,.:,�!:!�:��',.,. ! utir: El 'E- it, 21 1 M5 1 .097 -.013 .155 -.155 tilt .......... L7 i.. 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OA 0. 31 1 M7 1 -.136 .011 0 0 . ............. zMr. ........... to 0,04 2, 333 -.136 -.002 .256 -.256 ............... ...... ........ .......... 35 5136'- -.015 -.282 .282 mv i2t. =3, 6"1 37 2 -.09 .009 -.133 .133 tit '-3 39 4 1 -.09 .003 .037 -.037 I 09-- 41 1 M9 1 1 -.09 0 .058 -.058 2 63, 43 3 -.09 -.006 -.027 .027 "A 45 5 -.09 -.012 -.282 1 282 ow -0.1.6 E ti- ........... ............... .2821 6: 47 2 -.135 .009 086 .086 .4 49 4 -.135- -.004 ..227 -.227 tit 1. :t it itt.i. 51 1Mil 1 .027 0 0 0 _,zz .02 j1.-.-..-.- 53 3 1 .027 0 0 0 it G2T1E'%i'R,,-'-, K 5V: t 55 5 .027 0 0 it t`0.++i:t� 57 2 .027 0 0 0 It ............... .- 59 4 .027 0 0 0 z'i ............. .z W, .02 ------ 61 1 M13 1 -.049 0 0 0 it- '0 "'64-22' .._._.....0.1 - - M ----- 63 3 -.049 0 0 -0 i;648 65 5 0 0 1 0 048� 2 1 -.048 0 0 0 4.: G., _0 f 48 ..0 Z:�t! 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LzI 2 6 i,%,r � RISA-2D Version 13.0.0 1CAR1SA\H1NDSFULL.r2dj Page 10 Company LVI Nov 25,2015 Designer GJL 11-IRISAJob Number Checked By: I E s Model Name HINDS EXISTING TRUSS Member Section Stresses (Continued) LC Member Label Sec Axialrksil Shearfksil To Bendingfksil Bot Bendinafksil 127 2 .096 0 0 0 ......... 8' 129 4 .096 0 0 0 af t ............................ 131 2 M13 1 -.1115 0 0 0 ............... ....... ---------------- itt - ---.-,��. - it �,,S=-."t-, : �A 133 3 -.115 0 0 0 ;S1:zS_SS;. rS:S StiS. --i- . ................. ........... 135 5 -.115 0 0 S-U." :K-E-Et 137 2 -.115 0- 0 0 tt ............ zw�i. -Sit iti.St:S,-S SIR` Eititt 139 0 0 0 i��z ti. .......... -5 - -, �1:.15: .1 . ;:z.tl 141 3 M1 1 0 0 0 0 .. ........... ........ ... ...._.._._._03..4_.-2111-12ti-,".1 0 ........... 143 3 -.005 -.019 -.136 .136 4W Sin,S, i:w -- -------029:- zii 145 5 -.011 -.038 -.543 .543 SSS t t i t S A it A 7 0 '5!::S 4`3 4%. 147 2 .211 .023 -.003 .003 iztnS t tit SSE-` t t,2 0 5' 0 0 i R i SS:Z,! 8: 149 4 .198 -.019 .059 -.059 i 421 .1 .7 151 3 M3 1 .176 .048 -.42 .42 .............. ---- 02 =R= v� : ;.;,,;; ;Mf.-__W. --1--l.__.--, M t 153 3 .164 .007 .42 -.42 4 58 01 .3677_367 ii S t 7 _!�Sit........... ...... 155 5 .152 -.034 0 0 Sti St 157 2 .003 .01 -.0 1 � I- %.....-.1.. _ -.1.%1. 1-58...... :[7i 7:t,'3-..-:.::..:.--::.:-=:::.002.:..:.:F:,.:,:•-: ; 1St . D-t S , tt it 63 159 4 -.002 .008 .087 -.087 SSE 5 T, ,_%�* .;i:�;it "it`�:. 1 1-1%'...--%. T, 0 161 3 M5 1 .149 -.013 .155 15 S 163 3 --- .146 -.001 075 .075 . , tP Si :;:_;.:1:045 165 5 .142 .011 .082 -.082 T. &W-0 8 167 2 .136 -.007 -.073 .073 :S'E.- t S it�i�imw= IS 4�_.SS:S:;; L IS Sit 169 4 .133 .005 -.114 .114 -70S 'Wri- mi,: 11. 171 3 M7 1 -.295 .011 0 0 i.z h St to _S _17 1733 -.295 -.002 .268 -.268 ........... ....... U .1! 7 �S w �S: 175 1 5 -.295 -.015 -.258 .258 I ...... � , - . .-65 1771 2 -.165 .009 -.112 .112 it St- .... .. . ... 0.1. 179 4 -.165 .003 .052 -.052 FZF .0 1.::S%S1:%;i,,z:,71_. 181 3 M9 1 1 -.165 0 .07 -.07 S. SS,lit Ll 6 6 t 82.1' Sitk, 183 3 1 -.165 -.006 -.019 .019 RISA-2D Version 13.0.0 [C:\R1 SA\H I N DS F U L L.r2d] Page 11 Company LVI Nov 25,2015 Designer GJL Job Number Checked By: 111R.SA T E C 1i N 0 L 0 G I IE S Model Name HINDS EXISTING TRUSS Member Section Stresses (Continued) LC Member Label Sec Axiairksil Shearfksil Tog Bendjnorksil Bot Bendinarksi A'Elk 185 1 5 -.165 -.012 -.277 .277 :NE.: its i!�i 3:7 ls;-t *86' 7 187 2 -.21 .009 .09 -.09 --4 gus -.88" 'it -,sui C189 4 -.21 004 .228 1 -.228 -sz: ti- is . . ....... . 191 3 Mil 0 0 1 0 is 193 3 .097 0 0 0 1!41ii sit n ...097, =:asir: ::::.:::.....:.•::::.:::::......:::::..::::_:.:..._ 's.:r so 195 5 .097 0 0 0 M12is is tr tt s" sit .. ... ... 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Loc ft Fc'fksil Ft'fksil Fb,rksil Fv,rksil RB CL CID Eon i M 11 2X61 .123 13.262 .062 3.262 1.573 .878- 1 1.287 .175 9.781 .99 .953 3.9-1 1 ;I is -::::0 :>:.;its-, 4 ss: 3 1 M3 2X6 .112 4.022 .077 0 1.282 .878 1.266 17.9 14.351 974 777 3.9-3 -95Ts- :-28= 978�2 s X is,7�M4 is -3i'262o Ti.; -175-0 i 21`J, .7 41,122 qf7 is 5 1 M5 2X6 .135 0 074 0 1.247 .878 1.264 .175 14.6181 .972 .756 3.9-3 2off-' 4'0 -z*, 2:--:4'M2 , :,,%-878:7, :4 `7 1 M7 2X4, 9 .087 9 .496 1.013 1.464 .175 12.9611 .976 .288 1 3.9-1 �st 274 `011:21- sts: X -s 68 A" 739� 9 1 M9 2X4 .276 4.16 .068 14.16 1.274 1,013 1.486 1 .175 8.812 991 .739 1 3.9-1 -,� %-0 1- . ii�� .7o7 wt: t:-320%2`0-0%"O,�;� 687-02.1 20880's Is !319=1 _4 ;1'00'1:'3-, -'',,I',.:464.'ioo rof 75 �,2`961 �AZ6 11 1 Mil 2X4 .050 0 .000 0 544 1.013 1.488 .175 , ,sst - , , i8i.27 .992 .315 3.6.3 -06 I its.000 AW75i s 8277 j.- :0 13 1 M13 2X4 .048 0 .000 0 .16 1.013 1.474 .175 11.4231 .983 .093 3.9-1 t,000: �s:,`�7 31 tis 4 7 ss, is: '6%ss`,�!i 8 15 2 M1 2X6 .430 3.2621 .218 13.262 1.573 1 .878 1.287 .175 9.781 .99 .953 3.9-1 sit 1,4.6-2 1"2641, t t 978s" s z1s,ii-::25%7o ,--,'O it 17 2 M3 2X6 .419 4.0221 .272 0 1,282 .878 1.266 .175 -14,351 .974 .777 3.9-3 si, -262!rotlf-.-57-8: is 2% 19 2 M5 2X6 .542 0 .257 0 1.247 .878 1.264 .175 14.618 .972 .756 3.9-3 it A. •1.282:: :::.:878:: :_1:266*i%ss77 .1-751" s ", o 77i 21 2 M7 2X4 (-5-5 3.751 .085 9 .496 1.013 1.464 175 12.961 .976 .288 1 3.9-1 122�Z 8 23-1 2 M9 2XI41-1- 1.407 4,16 067 1 4.16 1.274 1.013 1.486 .175 8%.812 .991 .739 3.9-1 -0 0-01 o3-1-1 1 I s'�s- z- s- s 2X4 5: t:50:25'Lsix0%0850 °288-::'3 t9-* 124 -2- M 1 �-27 25 2 M11 2X4 .177 0 Oon I n I 544 1.013 1 1.488 .175 8.27 .992 .315 3.6.3 RISA-2D Version 13.0.0 [C:\R1SA\H1NDSFULL.r2d] Page 12 Company LVI Nov 25,2015 Designer GJL 1Job Number Checked By: .11RIVSA Model Name HINDS EXISTING TRUSS Member Wood Code Checks (Continued) LC Member Shaoe UC Max Loc ft Shear... 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',.,: ,,.�,�, _ vv va�alv.. ,.�o v�vu0.•av:�e_vvsvavav,.,naaavvao.vm�....av�avvvv..tvvvvaa\vyiao,v�aaavays:::^.,;,ovc.:Baa.�eav,�.::awrav:asa\scs�:wcav�avv�iaevauve eaeavv\�:au::osx::x:vvhtxc.�av��s:axc�\:caps;�:�cs:�.acas:�save::•:s:� Y X t 8 d 1 so M7 M8 M9 M10 2,9 1 LVI SK- 1 GJL HINDS SHORTENED TRUSS Nov 25, 2015 at 6:53 PM HINDSSHORT.r2d S1'-"-X./ -1.q r Company LVI Nov 25,2015 Designer GJL 111RISAJob,Number Checked By: Model Name HINDS SHORTENED TRUSS Global Display Sections for Member Calcs 5 6 w- Include Shear Deformation? Yes W: P-Delta Analysis Tolerance 0.-50% an ude=P.-Delta for Walls? .......... ............... Automatic)y Iterate Stiffness for Walls? Yes M imum a axs3------ GFavity Acceleration (ft/seCA2) 32.2 W rM h-,�-.,,S al 1: es ite-06)."" Eiqensolution Convergence Tol. (1.`E-) 4 ---------- Hot Rolled Steel Code AISC 13th 360-05 'Ad j 'Mol-Stiff."690: r :nt z; - y it e tiv r!j :2ii, RISAConnection Code None A0 , F0 o-0LO C.OldlF ed -A -.1 ' :.�.. ! tm Wood Code AF&PA NDS-05/08:ASD K' QOE'� W Concrete Code ACI 318=08 08 .............. 05i- .......... Aluminum Code AA ADM1-05: ASD-Building Number of Shear Regions 4 t; i-y, HE- n : Ph Ed I 'Spa-btnq,,�..Increment.. Concrete Stress Block Rectangular ns Bad Framing Warnings? No y e Min 1 Bar Diam. Spacing? No .......... -R -""" ,.,Cdh re t S dt. Min % Steel for Column I General Material Properties Label E IksiT G Iksil Nu Therm 11 E5 F) DensiWk/ft"31 1 gen Conc3NW 3156 1372 .15 -.6 .145 ii,066-'6AN 3 aenConc3LW 2085 906 .15 6 .11 MA L 5 gen Alum 1 10600 1 4077 1 .3 1.29-- .173 --min A 7 RIGID 1e+6 .3 0 0 Wood Material Properties Label T Database Species Grade Cm Emod Nu Ther...Densf... I DFISPine Solid Sawn Visually Gra— Com Species Group I DF No.1 1 .3 .3 .035 ---------- VIsuaj ra-. N 31 - . 6:: 3 DF Solid Sawn Visually Gra... Douglas Fir-Larch No.1 1 .3 .3 .035 n n . ........ .. n 5 HF Solid Sawn Visually Gra... Hem-Fir No.1 1 .3 .3 .035 fld-Ks wn I 035' 7 24F-1.8E... Glulam Table 5A 24F-1.8E DF BAL na 1 .21 .3 1 .035 24F ' - U�i *'i24:r 9 24F-1.8E Glulam Table 5A 24F-1.8E SP BAL na 1 .3 .3 .035 RISA-2D Version 13.0.0 (C:\RISA\HINDSSHORT.r2d] Page 1 S�,Y- Company LVI Nov 25,2015 Designer GJL 111RISA Job Number Checked By: T F C H N 0 L 0 C I 1E S Model Name HINDS SHORTENED TRUSS —Wood Material Properties (Continued) Label Type Database Species, Grade Cm Emod Nu Ther...Dens[... 035t I _S T- 'i.-24F-'tT�8E:!:, P_.` 8E UNBAL u m7; Talif C_ 11LVL-PRL.. Custom N/A LVL PRL 1.5E 225OF na 1 .3J .3 1 .035 -2900F.- F, �TVUTRU 2. E .i�j 2, 4,1RU45 _,6st:6K General Section Sets Label Shape T Material A Fint 1 1(90,270in4l 1 MAW rin 1 GENIA RE4X4 Beam Igen Conc3NW 16 21,333 21.333 ............ z 1 0 1`2 RIGID...-"- K Wood Section Sets Label Shape T Design List Material Design Rules A fint l 1(90.270)ri...11(0. 0)fin4l 2X4 2X4 Column I t yr)ical 5.2 .984 5.35 alar DF/SPne:,L T 5 1 J - x ; o umn-,--, R'A bicAlz 1. E ., Member Primary Data Label I Joint J Joint Rotate de Section/Shape T Desian List Material Desiqn Rules 1 M1 N1 N2 2X6 2X6 Column Rectangular DF/SPine Typical I : Dic' mn "2-)(6;" lu �;Rec an' U FISP.ffie. 5 -: z. -0 3 M3 N8 N9 2XI3 Column Rectanaular DF/SPine Twical 2-X , - .......... umnRicta 5 M6 N10 N9 2X6 Column Rectanqular DFISPine Tyvical I X4 Cbf .:.Rec andu af." F/SPih 7 M8 N3 N4 2X4 Column Rectangular DF/SPine Tvr)ical .......... .... .. ------ 71-- edta .76 u m n: 2X&1111:,� R -Y 66 9 M10 N5 N6 2X4 Column Rectangular QF/SPine Tvpical _N --,d ISP '�2 z-o unnK ec and a�u OF ,j 11 M12 N5 N10 2X4 Column Rectan ular DF/SPine TvDical .......... n 13 M14 N5._._ N9 2X4 Column Rectanoular DF/SPine Typical Joint Coordinates and Temperatures Label x[ft] Y Ifftl Temp fFj N1 0 0 0 -_1H1_._..-_,�L,,,.,---------- ........... N3 12 28 3.�7, 0 � .. ..... .... K4 5 N5 20.33 1.28 0 ........... 7 N8 9.71 4.14 0 7 9 ...... N10 22.63 4.14 0 Joint Boundary Conditions Joint Label X rk/inj Y fk/inl Rotationrk-ft/radl Footing 1 N2 Reaction Reaction eactio RISA-21D Version 13.0.0 [CARISAHNIDSSHORT.r2d] Page 2 Company LVI Nov 25,2015 Designer GJL Ift-RISAL JobNumber Checked By: 0 G I E S Model Name HINDS SHORTENED TRUSS Wood Design Parameters Label ShaDe Len gthIft Le-outfffl Le-in ft le-bend to...le-bend bo... K-out K-in CV Cr Out swav In swav 1 M1 2X6 3.262 1 1 1 1 ........... E, 2.X 7- Pi" tit -iE -2" 3 M3 2X6 7.021 2 44. 77= - -.9 ....... 5 M6 2X6 7.021 1 U i 7 M8 2X4 4.17 2 9 M10 2X4 3 2 ............. ._e........... 11 M12 2X4 3.67 T 13 M 14 2X4 1 6.984 1 3.5 Joint Loads and Enforced Displacements Joint Label L.D.M Direction Magnit udef(k,k-ft), in rad (k*SA2/ft... No Data to Print.. Member Point Loads Member Label Direction Magnituderk.k-ft] Location ft No Data to Print Member Distributed Loads BLC I : DEAD LOAD) Member Label Direction Start Magnitudefk/ft.Fl End Mag[litudefk/ft.Fl Start Location[fIN End Locafionrft.%i M1 Y -.02 -.02 0 0 M2- �y 3 M3 Y -.02 -.02 0 0 Cla 5 M7 Y -.01 -.01 0 0 6- TIH 8�` ....... 7 M9 Y -.01 -.01 0 0 Member Distributed Loads (BLC 2 : SNOW LOAD LEFT) Member Label Direction Start Magnitudefk/ft End Location[ft, ,F] End Ma Start Location %I M1 Y -.05 -.05 1 0 0 3 M3 Y -.05 -.05 0 0 Member Distributed Loads (BLC 3 : SNOW LOAD RIGHT) Member Label Direction Start Magnitudefktft,Fl End Magnituderk/ft.Fl Start Location ffit,%] End Location[ft,%] F771 M6 Y 1 -.05 1 -,05 1 0 1 0 —1 Bask Load Cases BLC Description Category X Gravijy Y Gravitv Joint —Point Distributed DEAD LOAD None 8 L ... ;. ,SNQW t'OA L one' FT 3 1 SNOW LOAD RIGHT None RISA-21D Version 13.0.0 [CARISA\H1NDSSHORT.r2d] Page 3 S k -` - 22_ Company LVI Nov 25,2015 Designer GJL 1,11RISA,eJob Number Checked By: D G I E 9 Model Name HINDS SHORTENED TRUSS Load Combinations Descriotion SolvePD...SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 DL ONLY IYes l Y 1 1 1 1 1. 1 1 1 1 . ............. SU 3 Joint Deflections LC Joint Label X in Yin Rotation fradl N1 .003 -.006 2.732e-4 Nf ..... 0 3 1 N3 .006 -.023 7.293e4 .......... Al 5 1 N5 .009 -.007 5.919e-4 W1 09� 7 1 N8 .006 -.024 -2.673e-4 .......... 9 1 N10 .004 -.002 4.879e-4 --------- -- _1 76 11 2 N2 0 0 -2.584e-4 ........... 13 2 N,4-,--- .021 -.066 2.139e4 332i�4:z 152 N6 .026 0 -8.182e-5 N' 06 R 17 2 N9 0 -.041 -2.039e-3 ---------------- 'NA 19 3 N 1 .015 -.037 1.368e-3 21 3 N3 .015 -.054 7.447e4 .......... 01 23 3 N5 .021 -.016 8.486e-4 7z 3`1 :t7 25 3 N8 .015 -.057 -8.454e-4 .............. 27 3 N10 .009 -.004. 6.871e-4 Joint Reactions LC Joint Label X[k1 Y[k] MZ fk-ftl N2 0 .392 0 3 0 .695 5 2 N2 0 1.119 0 7 2 Totals: 0 1.925 11.51 9 3 N2 0 1.051 0 11 3 Totals: 0 1.574 3 COGft := -Z' 7 RISA-2D Version 13.0.0 [CAR1SAHNDSSH0RT.r2d] Page 4 L Company LVI Nov 25,2015 Designer GJL ISA.111R ;� Job Number Checked By: E C H N 0 Lo r I E S Model Name HINDS SHORTENED TRUSS Member Section Forces LC Member Label Sec Axiall Shearl Momentfk-ftl M1 1 0 0 0 ........... 3 3 -.013 -.03 .024 .. ........ .... ....... 5 5 t3tt -.07T27-6E -.06 ...........- 098 D 7 2 .563 .037 0 8: 9 4 .534 -.03 -.013 .......... t��--, � ! tt"664iE i: 11 1 M3' 1-- :1.481 .075 .073 -U: iN"i i -2, ...... .2 -4 13 3 .454 .01 -.077 I tt= 1.4 15 5 .426 -.054 0 :42 17 2 .315 .027 -.02 :It 19 4 .315 .027 -.059 .......... 67 It"t 21 1 M6 1 .255 1 -.076 -.079 23 3 .228 -.011 .074 255 .2- .053 0 tn t' -K,7; 27 2. -.503 .013 -.056 R 29 4 -.503 -.032 -.015 :ttortz. 2 .8M 31 1 M81 -.255 .047 .081 ----------- qa� -9 811. 12- i ------------ 33 -3 -255 .026 .005 it tl�tt ........... 7. 35 5 -.255 .005 -.028 Z-� 7�t� ��:iz i I t- 'R� -5 �2 5. ff 37 2 -.255 -.005 -.028 ---- --- ....... 151 3 ----------- 39 4 -.255 -.026 .004 .41 1 W'O." t:-; -- -.101 .027 "'..036 ........ .. ..... it 42-71t 43 3 -.101 .012 .007 4, 45 5 -.101 -.003 0 -1 Ott -4 47 2 4 .144 0 0 tN, -z z-3 .' 2 ........... AA 49 4 .144 0 0 4 7j7t7 51 1 M12 1 -.167 0. 0 53 3 -.167 0 0 55 o- ta 5 -.167 0 0 Ott ti RISA-2D Version 13.0.0 [CARISANHINDSSHORT.r2d] Page 5 2,+ L Company LVI Nov 25,2015 Designer GJL Job Number Checked By: f r e c H N O L O G I E S Model Name HINDS SHORTENED TRUSS J Member Section Forces (Continued) LC Member Label Sec Axial[k] Shea k Moment k-ft 57 2 -.266 0 0 r 59 4 -.266 0 0 t5 266 0. ..... ..._.. Q 61 1 M14 1 .083 0 0 s ,::::.:.:::..:,::,:,. ... ,.... ::.,::,�..-,: a a083.._......_....-::�.__....._:';�==:0 -'.::':°•�:�._;:rr�=: :.:::�:as:;_t;;:Qi= ii <; '•: 63 3 .083 0 0 tt ...:....:.::.......:.. ... :.::..:.::::.:.:083..:.....:._............. 0....-........:.:.:.::::...: :0._;:•,::_:::_::__:::: 65 5 .0830 0 67 2 -.022 -.052 .021 - _ _ _ 69 4 -.067 -.157 .192 • .............. .09::;�::::;:;.:::: :::::::=°::<;;=.-:21'=� '., �:° .?;� ;;: 342 71 2 M2 1 1.606 .245 -342 ..7.2...:...:.:....:::::.:..:,>. -..:.:............... .._...,.., .. ........ ..........;-:::,:-:<:-:..:........�.....;..: : -:.:., ,...,: .: :: -....:-.:,..1.27.:..:..:-:.:•�:::.,:::::: :.::"::<-...003::::::.::�::; 73 3 1.506 .01 -.122 :: __...:............................................... _ ..._. ,., ..4 . ....... 75 5 1.405 --225 .27 ;x:76:;< ::�� ::=�:::�2_-;:::::;;:-:�:�_ :;r >•� ::: - :::::_�:::::::::�.-�---:__::_::-:..::::::::.:::::.-::::.::::::::::::::�:.:� ,:::::=;::-::=::z�=;-z-::::�::;::�: . .:::::�::::.::_;::-:_:;;::: ::::::-::=::::_ - :::::::,:::.:::::::- 77 2 1.22 .152 -.095 3. 1_.172.. ... 79 _ 4 1.124 -.075 -.23 - ....__..............:.... 5 . .. .. .... :.: :._..1'.`.0, :6 .:....s.....:'.'.?.....?.......i.=.._188._.....'s.....c.:....°.:...i;s .,. 0 . ::,.. r::; .:.7 : 81 2 M5 1 .849 .094 0 M ........::.. ....................... ...,.......�.::....�,... •:�::.:::::::::�::::::;.::849. ...... ...... ...... . 83 3 .849 .094 . . . .. . ....... .. .. -.138 . 0 .= :.4 - 84 : 85 5 .849 .094 -.276 . 8 . . 265. .276.:::::::: 87 2 .637 -.152 .09 89 4 .541 .074 229 _ = :, :::::: ::a.:=... _i •.90 . .. -.. .._._........:..:...,-:....:- .:,..,_.............__-.__-...---....... ..:...,...:,.,:._:.�.:: -::::: ...:.:.:.....:.:..:493...,..,..,....._ ...,.......,...::18Z......;:..-:::: 91 2 M7 1 -1.382 .037 1 0 � ..... ...................2.. 93 3 -1.382 -.008 -.064 .. ....... .. 4...... ...1..382.. ...... .. . ..:... ..03.1...:.. 95 5 -1.382 -.053 .074 ... ......---1...... ............ ... .695 . .. .046. ....._-...................:....-..0.74:::,-,::___:::... 97 2 -.695 .035 .032 - ._.........._.....3 99 4 -.695 .014 -.02 101 2 M9 1 -.695 % % .005 -.029 . .695= ::;:::::>:•;":._:::_;:,: : :=:005::::;;-:�::::s:= ;_::;:";:::_::�:-:029::';': :: i: ;' 103 3 -.695 -.016 -.018 :.............._..;.._.::-.:--. _: _: :_- .: - -:_- 4 = :.::_:..-_69s_::::: :_:.;:.;;::•,..:.;_::::-:026:::.:.:..:...::;,:::::; 004:: =; <- L 105 5 -.695 -.037 .036 1 . ..... ._. . .. .2 027.::.;.:..::::.:::::;--. 36.;:: :: :;;;::;_:, 107 2 -.294 .02 .019 .... ..................:012................_....,_..,.:.......007.--...... ..., 109 4 -.294 .005 0 ;::::.::::<:5.. .. ttlt 294. ...•...... .,. . 111 2 M11 1 .51 0 0 1.:.12..; : 113 3 .51 a 0 RISA-2D Version 13.0.0 [CARISAIHINDSSHORT.t2d] Page 6 L Z S Company LVI Nov 25,2015 Designer GJL I Rl S 0 0 1 r A Job Number Checked By: i s Model Name HINDS SHORTENED TRUSS 1. - Member Section Forces (Continued) LC Member Label Sec Axial[k] Sheadkl Momenff k-M 115 5 .51 0 0 ........... .............. 117...... 2 -.372 ,- 0 0 119 4 -.-372 0 0 72 Q: 121 2 M 13 1 -.618 0 0 61 123 3 -.618 0 0 ------------ 4 _12 125 5 -.618 0 0 M 127 2 .281 -0 0 .......... 129 4 .281 0 0 NEW 131 3 M1 1 0 0 0 .2.2 .133 3 -.045 -.105 .086 V 9 2 5 El� ........ 135 5 -.09 -.21 .342 ....... .. -0 ".1.434>.. 4- M 137 2 1.384 .127 .004 J, 34-1 . ..... ............. 0"! 39 4 1.284 -.108 -.029 ........... c=.226"R 141 3 M3 1 1.096 .265 .276 143 3 1 .039 -.259 .......... .44�' - ��z r 145 , 5 .904 -.187 0 .......... M5 147 2 .542 .027 -.02 42- 04_--=---G------ ..1- 149 4 .542----.027 -.061 .... .... V. 151 3 M6 1 .443 1 -.076 -.081 42 97'1Z'11.1.1.. 044:u,!tu;, 153 jt 3 .416 -.012 .073 4_02.1". R 5. 102 ` 155 5 .388 .053 0 157 2 -1;-.224 .014 -.057 -1 24, 1.59 4 -1.224 -.031 -.02 -nT' 2 161 3 M8 1 -_535 .046 .075 535: 163 3 -.535 .025 001 " :.Z64..:.,...,.:.-.:.:--"`. , 165 5 -.535 .004 -.029 M 535: :-:::.� .0.05,` 167 1 2 -.535 -.005 -.000 -5 35 %:1,'.4, `«;;= '. :_=:01:7;::':::;: 169 -.026 .004 535' RISA-2D Version 13.0.0 [CARISA\HINDSSH0RT.r2d] Page 7 2-r,� Company LVI Nov 25,2015 Designer GJL Job Number Checked By: 111RISA T E C H N 0 L a r I E S Model Name HINDS SHORTENED TRUSS Member Section Forces (Continued) LC Member Label Sec Axiall Shearl Momentfk-ft] 171 .3 M10 1 -.156 .027 .037 -0 173 3 .156 012 .007 i`::174; i z 7 i t�z ti 7 �t ti,i- 0 14 175 5 -.156 --.003 0 51: 177 2 .511 0 0 77, �0 0 . . .0. , i." :It ............ 7 37 179 4 .511 0 A 1 - 181 3 M12 1 -.355 0 0 ............ 183 3 -.355 I-E I ---------- 7 t ........... 185 5 -.355 i10 0 M :. lwU 2 -.62- 0 0 . .. ....... M 189 4 -.62 0 ........... 6 ............ 1A q: 2* 191 3 M14 1 .264 0 0 K 2 193 3 .264 0 0 :1:94`=:: 0 1 1951 5 1 .264 0 0 Member Section Deflections LC Member Label Sec x in v rinl (n)Uy Ratio M1 1 0 -.007 5831.279 ......... ...... 077 3 3 0 -.002 NQ ..... - ----- ................ 5 5 0 0 NC 01, 7 2 0 -,008 NQ ............. 02 -b,! 9 4 -.003 -.022 1 NC :003+t :NC, 11 1 M3 1 -.003 -.024 NC A ......._.7859:+68 3o"11%1i�!i2 i 004'%, 13 3 -.005 -.037 4804.576 62644.151; tt- 14%,,* '0 15 5 -.006 -.014 NC -o--00 N 17 2 -.002 -.009 NC 3� 19 4 -.003 -.006 NQ • -T N Q 21 1 M6 1 -.004 0 NC 5 1 0 23 3 -.005 .024 5076.59 2t 05: ,:,.::6550:145-::.:•...:::. 24; :7- 25 -.006 .014 NQ 27 NQ 2 .002 -.072 1621.754 RISA-2D Version 13.0.0 [CAR1SA\H1NDSSH0RT.r2d] Page 8 0 2-7-7 Company LVI Nov 25,2015 Designer GJL 1.11RISAJob Number Checked By: 1) G I-E S Model Name HINDS SHORTENED TRUSS Member Section Deflections (Continued) LC Member Label Sec x in v rinl (n)Uy Ratio t 7 =777 f-74 .14 29 1 4 005 -.064 2295.213 ............. -3 N" 31 1 1 M8 1 .006 -.023 NQ --- ------------ 33 3 ..007 -.027 NC -4,7.1 4.A-34; 35 5 1 .008 -.037 3469.342 1:t !,2- 008 .................. Z�2 37 2 .008 -.036 ,883.8.981 -i -n -OK 9 02 iD 39 4 .009 -.017 NC t i-NN"O i i 7 Z. ............ 41 1 M10 1 .009 -.007 4886.744 x -N1*,,,,t1t004 43 3 -.9,09 -.002 NQ ..G =4 45 5 .009 0 NQ P7 47 2 -.022 .01 NC ;F 0 2-2- .......... .......... ;7 A T 49 1 4 1 -.022 .01 NQ 51 1 M12 1 0 -.012- NC E NQ 5- ll 2. 53 3 0 -.008 NQ 55 5 0 -.004 NC N --5 v & 57 2 -.014 -.016 NIC -HO 6 8; 59 4 -.013 -.011 NC ........ '6 .......... 51t z t T 61 1 M14 1 -.011 -.003 NC 63 3 -.012 .003 NG 4. 65 5 -,012 .009 NQ ...........- E 67 2 0 -.023 1716.692 t-tz I 69 4 0 -.002 NC �5 71 2 M2 0 0 NQ '00 73 3 -.005 -.049 5329.532 ------ . ...... 5 5 ................... ......... 7.5 5 -.009....... -.065 NIC .. . 77 2 -.011 -.094 2384.587 ............ 7777�T G 79 4 .--.015 09 1851.171 81 2 M5 1 -.006 025 NC 1; 17� 0 0 01 7;) �Z�: 26 !8 . ...... 772,3`."63- -2 83 3 -.007 -.024 4827.269 :5516`:829.3-; ; 879&--.-,t- ;-1 ME RISA-2D Version 13.0.0 [CAR1SA\HINDSSH0RT.r2dj Page 9 Company LVI Nov 25,2015 Designer GJL 111RISA, Job Number Checked By: D G I E S Model Name HINDS SHORTENED TRUSS Member Section Deflections (Continued) LC Member Label Sec x in v rinl (n)Uy Ratio 85 : 1 . 5 -.008 -.009 NC.- -M ............ 12: 87 2 -.013 .045 2438.571 % '3�i1453:057.•,:.:.::. . ........ 8: 89 4 :074 1874.177 91 2 M7 0 0 NQ .............. 87 93 3 .008 -.122 1186.475 ----------- 761- 025'*,,5 95 5 .017 -.061 NC -96 97 2 .018 -.058 NC 'K t:� - . 062' ...............10. 99 4 .02 -.066 NC- -2'10' 669727;::865.', 101 2 M9 1 .021 -.066 NC .......... 8 5 i0-%i;2'--`%1-,'%:�- '01" 103 3 .023 -.049 8365.31 105 5 .024 -.019 NQ L�;,,.,G- '9%%0%: izw1:-::i:.A 86-7--1 107 2 .025 -.013 2879.54 ..........- 630-62 :-1.08%",: 109 4 .025 -.004 9401.735 111 2 M 1 1 1 -.058 .025 NQ 13 3 -.059 .0 N Q .......... 06 -26' 115 5 -.061 .027 NC 1,M2, 2i �Hooio: NG'- 117 2 0 -.026 NC 0-1 119 4 .002 -.017 NQ 5 00Z ic il 121 2 M13 1 -.039 -.05 NQ NC-0-�O,�,�-%%�%%100%�o.�i��%:.iL�I 037 4022' 123 3 -.036 -.037 NQ 0�`i NJ ;Kry 11;�H;:-.;%� 424� 4: 125 5 -.033 -.024 NQ atz-4: ...:.._.NC.,....,.....::. -2: M I 127 2 ,..-:031 0 NQ .008: N%Q 129 4 -.032 .0 16 NC l....i 71 7Z% t i� �i 5:3Y�_::, :�:�053:11'.. 131 3 M 1 1 0 -.04 987.522 26- il++H-00 33 3 0 -.013 2935.644 1 4 0:3 %`% 0* 1351 5 0 0 NC 137 2 -.002 -.02 NC 00, -32:- �t7: 045: 6.2-7, ;1:38:: 139 4 -.006 -.052 NQ 5 008 3 M3 -141 1 008 -.058 NC RISA-2D Version 13.0.0 [CAR ISA\H I N DSS H 0 RT.r2d] Page 10 L 2-q Company LVI Nov 25,2015 Designer GJL 111RISAJob Number Checked By: 0 0 1 E s Model Name HINDS SHORTENED TRUSS Member Section Deflections (Continued) LC -Member Label Sec xfinI.;. v finl (n)Uv Ratio 4- -9- .............."2`33-,'8-!T 143 3 -.011 -.103 -1450.924 71-J-9 TR'NNO-7: 145 5 -.014 -.032 NQ ZNG'izi4 -021 147 1 2 -.005 -.019 NQ zi ti A F 4- M" 149 4 -.006 -.013 NC :.NC 3 M6 1 -.01 0 NC 153 3 -.012 �.033 5176.53 155 5 -.013 .032 NQ 7- zJ& M 7. ------ 157 2 .004 -.084 1534.601 8 , A z 159 4 .011 -.093 2063.064 2- 161 3 M8 1 .015 -.054 NC ............ ............... -z:T �x! "j-82' 163 3 .016 .055 NQ C -------------- ' 59`- 165 1 5 .018 -.06 8368.316 .................. az- .... ... ....... 3A�� .................. 167 2 .019 -.054 8793.017 .............. 169n'4 .02 --.029 NC -7 U 4' ..aa <1- 171 3 M10 1 .021 -.016 2295.175 . .......... A.. . 173 3 .021 �-.006 6127.347 ... ....... :: :..w.;;-;;€-= "_'it - -at®r-- --------------- 0 Z J 175 5 1 .021 0 NQ %' .......... ......... WTI. 177 2 -.052 .022 NQ 179 4 -.053 .023 NC '0' tT:: .. ................a �' 181 3 M12 1 0 -.026 NC j 183 3 .002 -.018 NC 11.84' 6 -:2 .. ..... 185 5 .003 -.01 NQ 4 nz. 187 2 -.033 Q38 NQ 1:»:a,:;Ho NG:- 032.5; 189 4 -.03 -.026 NC S& 191 3 M 14 1 T N�-.025 -.007 7 NQ 71 193 3 -.026 .007 NQ T94, 77,-tc '+-.-.'z--, . . ..... 4 '.-: 1951 .027 .021 N C RISA-2D Version 13.0.0 [CARISA\H1NDSSH0RT.r2d] Page 11 Company LVI Nov 25,2015 Designer GJL IIIRI,'oj;AJob Number Checked By: -r E C If N 0 L 0 G I E S Model Name HINDS SHORTENED TRUSS Member Wood Code Checks LC Member Shaoe UC Max Loc ft Shear... Loc ft Fc'fksil Ft'fksil Fb'rksil Fv,rksil RB CIL CP Eon 1 1 M1 2X6 .123 3.2621 -062 3.262 1.573 -878 1 1,287. .175 .19.7.81 .99 .953 3.9-1 2 3246"' I"- T' ::: ' 17 1264" -�i:: .5ii i.:, '. :, ,� t 1,111.4 �;:972, 3 1 M3 2X6 .105 4.096 .1175 14.351 .974 .777 3.9;3. 098 1289-L :761' 5 J M6 2X6 .101 0 .079 0 1.282 .878 1.266 .175 14.351, .974 .777 3.9-3 tit t :ir I i -2 t'lt t�: t .88ti 1 641 6; F2 !:'3 7 1 1 M8 2X4 .261 0 1 .077 0 V1.2741 .013 1.486 .175 8.823 .991 .739 3.9-1 "t j:61 �"O Tz� 9. '1 '2 .:t t 4t .4 9 1 M10 2X4 .112 0 Q44 0 1.274 1.013 1.491 .175 7.483 .994 .739 3.9-1 '50' t."O z 11 1 M12 2X4 .031 0 .000 0 .542 1.013 1.488 .175 8.277 .992 .314 3.9-1 .......... i:zit' iz "'t OG.*' ,i"2X'i -'! 4 _K 6 f-4 -0 1 1. -4 . ......... 9' 3" 2M M.-T31-Til'i:I: 4 ': M�:: 8 :t,:; 13 1 M14 2X4 .027 0 .000 0 .59 1,474 .175 11.418 .983 .342 3.6.3 ' t,Wti I-- - it -X 87mt1:75 ............ 15 2 M2 2X6 .500-.,,' 0 .254 0 1.246 878 1.264 .175 14,627 .972 .755 3.9-3 it 82--,""878 Li 1.2 46i` -266 �'AW; 17- 2 M5 2X6 .34-7- 2_,944 .098 0 1.573 .878 1.289 .175.. 9.294 .991 .953 3.9-.3.. 282 i:: -7.6.`j:: t.-Nl 7.5t-i'--4-.3 1 19 2 1 M7 2X4 .45533 9 .087 9 .496 1.013 1.464 .175 12.961 .976 .288 3.9-1 39:_ it 27- ::x;01:3.::-1:4* ." t" __1 XA_ `3 4 L 1., 7 i2 21 2 M9 2X4 .225 4.16 .060 4.16 1.274 1.013 1.486 .175 8.812 .991 .739 3.9-1 -7 i- 1:012" Atz -T-6&�tz 1.491. 5: --,4 8jE:1;994,"t 23 2 M11 2X4 .179 0 .000 0 .544 1.013 1.488 .175 8.27 .992 .315 3,6,3 i io t..: jgj]02�' OT .542, 01 i,.r.48 �N ilii�! li. --ii_ t��! , _1 - 3 i:::1, 8: ...,17314 3.9 25 2 . M13 2X4 .116 0 .000 0 .16 1.013 1.1474 .175, 11.423 .983 .093 3.9-1 27 3 M1 2X6 .430 3.262 .218 3.262 1.573 .878 1.287 .175 9.781 .99 .953 3.9-1 .7 7 29 3 M3 2X6 .379 0 .276 0 1.282 .878 . 1.26 6" %..175 i; 14.351........... .974 .777 3.9-*3 ,, " -.t . : , X61 73tl' " 5 i28q5tf7T t9539-3S _M6, 1 . ' 31 31 M6 2X6 .106 0 .079 0 1.282 .878 1.266 .175 14.351 .974 .777 3.9-3 ' -" --T _;.-496:•:.:::1::0.1:3 t__v464 7 .-3 : .i 33 3 M8 2X4 .297 0 .075 0 1.274 1.1013 1.486 .175 8.823 .991 .739 1 3.9-1 :iz -t"- __., _ , , .- .- E.T. L;I t,: 5:E 4 '3 6::::i."Q tit•�A'i 86 ti it 35 3 M10 2X4 .126 0 045 0 1.274 1.013 1.491 .175 7.483 .994 .739 3.9-1 1�1 992'i� 5 3:61 27": 1 .:.... .......2X4......., 9 i.,:A, ; 11-1 37 3 M12 2X4 .067 0 .000 0 .542 1.013 1.488 .175 8.277 .992 .314 3.9-1 194" '16"" A:.01:3'-.:1:4741:::- - 75`,i:;: t.42,3 39 13 1 M14 2X4 .085 0 .000 1 0 1 .59 1.013 1.474 .175 11.418 .983 1 .342 1 3.6.3 Warning Log Message F No Data to Print RISA-21D Version 13.0.0 [CAR1SXH1NDSSH0RT.r2d] Page 12 �Lx M3 Ms �^ Y M7 M8 M15 M9 M19 M` a 5 Mq 1 7 Results for LC 1,DL ONLY LVI SK-4 WL HINDS EXISTING TRUSS Nov 25, 2015 at 6:50 PM t HINDSADJACENT.r2d X .07k/ft / -.07k/ft -.07k/ft -.13k \ I 4 5 \ / \ 1 \ 7 Loads: LC 2, DL+BAL SL Results for LC 1, DL ONLY LVI SK- 3 GJL HINDS EXISTING TRUSS Nov 25, 2015 at 6:50 PM . HINDSADJACENT.r2d s1� Y �LX 1 '%%'ON7 Results for LC 1,DL ONLY LVI SK- 5 GJL HINDS EXISTING TRUSS Nov 25, 2015 at 6:50 PM HINDSADJACENT.r2d c?3 i Company LVI Nov 25,2015 Designer GJL Job Number Checked By: i r e cN o L o c i e s Model Name HINDS EXISTING TRUSS i Global Display Sections for Member Calcs 5 real=S Mast. me ectron ;--_.._.97.........;..... .-....;....;.._.=.s ' _. f. ._.._ - <: .oriMemCcs -::.. Include Shear Deformation? Yes r. Toler nee::.rn :::_;;�::::::��_:=r:4 ;:�:�;:w::_::_::_::�::. ::;:x_-:::;>;_:�:::::.:::::.:::. :..�:::;�_::;•;_::_::::::::;�::-_::_::::_�;::.:=:: P-Delta Analysis Tolerance 0.50% _t: ..._::.:: Automaticly iterate Stiffness for Walls? Yes fVfaNfW .StfnXmH w6tls :: V;;:°:II :..... : - Gravity Acceleration ft/see2 32.2 Wd1FNd§WSiZet Ei ensolution Convergence Tol. 1.E- 4 _-:._-:-:.__-:::: :::,_::::: - -. Acceferafed�_Sofver�� ;-....... Hot Rolled Steel Code AISC 13th 360-05 : ASD Ass RISAConnection Code None . _ s 0.7SDAIaColN Wood Code AF&PA NDS-05/08: ASD Wood_Tem erature::>:.........................................:.:�--:-:-:::--:::::�1:..Q.0F...........:...............-.-,......,,•.-..::.<:::•:::•:•:::::::..:.:::::::::�::...,._: Concrete Code ACI 318-08 :Naso..._..:..,.n Cod- '- €:; i`:' = >; . :. : : . ;°'. - ... e_...-.. ..__._.._......... ... - .._._._...... ACl.530...05...ASD-.:._.._.-......_.......................�_-...._...-... Aluminum Code AAADM 1-05: ASD - Building Number of Shear Regions 4 Re on.S ac n ..ncrernent.. In -4 .......... ��-:: °;_�:_�-: :::_:::>:,:._::::::._:::.:�:::..:.::::::•:: Concrete Stress Block Rectangular Use..Cracked::Seet►ons_........................._....._.. ....r,..:,..:::.Yes ...._... Bad Framing Warnings? No Unused::ForeeWarnrn s.__,..,::.:,:...::.:.:.:::::::-. ::-::..:.-_.1 es:::::..:..:._._....:,:..r...:::.-:::::.:•::-::::::::::::: , : :- :-, Min 1 Bar Diam. Spacing? No - n r Reb r _- -___ REBA - Co c ete a Set -_ € :: :: ,. :: R S : :6.'5 °_ - - _.._. .._...... ET_ ASTMA 1. ................. ... .......... Min % Steel for Column 1 ax, General Material Properties Label E fksil G[ksil Nu Therm 11 E5 F Densijyrk1ft^3 1 gen Conc3NW 3155 1372 .15 .6 .145 . c4 �::,��::: 644 �--:=•:.....:::�1'584=:;_::;:-:;::.::.::::::..::::.15::>:_=::::_-: .::. ::_s:::.:.:>6 :::.:;,:::�:; 45-_•.:;::,::;; 3 gen Conc3LW 2085 906 .15 .6 .11 =' 5 .1.1 - .. i- 5 gen Alum 10600 4077 .3 1.29 .173 gen. '-s : 290 >_;;; 1;1:154:::;;:; 00 49- 7 RIGID 1e+6 .3 1 0 0 ti Wood Material Properties j Label Type Database Species Grade Cm Emod Nu Ther...Dens... 1 DF/SPine Solid Sawn visually Gra... Com Species Group I DF SP No.1 1 .3 .3 1 .035 >:. ruc:` _ .._......V.i 2 p. SOItd Sawn...sua.y G.a_ . - ..C.om..Specle,,_G.oup _N.,S-. No..1..................... _. . .:.,..1 .....::.,3... .:..3...,.....035.. 3 DF Solid Sawn Visually Gra... Doucilas Fir-Larch No.1 1 .3 .3 .035 Southern:Pine=:::::_:_::..:.:;�:::,;: :::; ;No:'f,: - ::-,•.:.::.; .:• ::1:::,: 3- ::3 5HF Solid Sawn visually Gra... Hem-Fir No.1 1 .3 .3 .035 Via II 1, r...:•:;:: rdi;". 6.- _...SPF;:. SoI Sawn .s a y G a...................:.S race._Pine.'fir:;;:::. 7 24F-1.8E... Glulam Table 5A 24F-1.8E DF BAL na 1 .3 .3 .035 :;:8 :.:.24F=1 8:6 a: :: . :.... . : :a:z :: ;:. . ;: .:;;-;:.:: ", ::_s: •.:•:; Glulam ...::Table SA:.:::.;: :24F-1::8E==DF:..ON' BAL::.;_:. .:: =::;:_:.:, na::::-;::__:; ::::::035< 9 24F-1.8E... Glulam Table 5A 24F-1.8E SP BAL na 1 .3 .3 .035 RISA-2D Version 13.0.0 [C:IRISAIHINDSADJACENT.r2d] Page 1 i Company LVI Nov 25,2015 Designer GJL 111RISAJob Number Checked By: D r. I E S Model Name HINDS EXISTING TRUSS Wood Material Properties (Continued) Label T Database Soecies Grade Cm Emod Nu Ther..Densr... j 8 1:1 na:— 24F.;t NF�If E`:- 0.' u 16blk 5A,. ::UNBAI�, 1 LVL-PRL..[ Custom N/A LVL PRL 1.51E 2250F na, 1 .035 ;,M-5,770 E.-,;;;P.R E--,`2, OE Ob F-i-IN N 3 W; General Section Sets Label Shape T a Material A rint l 1(90,270)f in4l 1(0.1180)fin4 El GENIIA RE4X4 Beam en Conc3NW 16 21.333 21.333 bne:.t�" Wood Section Sets Label Sae T Desion List Material Dpsian Rules A rint l 130 970)ri i to 180 rinAi 1 2X4 2X4 Column I Rectangular QF/SPine Twical 5-.25- .984 5.359 :;:Column` T, f 3 1 9.25 LVL 2X10 Beam None LVL-PRL Co Tvnif,.Pl 13.875 2.602 98-932 Member Primary Data Label I Joint J Joint Rotate de Section/Shar)e T Desian List Material Desi e go Rut 1 M1 NI N2 2X6 Column Rectanoular DF/SPine I Typical V 3 M3 N8 N9 2X6 Column Rectangular DFISPine Tvpical kf�nvu A.-TYPIc6i J, '18P -NOW�w 101 bF n: 5 M5 N6 N10 2X6 Column Rectang lar DF/SPine TVIDical M . .... . N'T o umm-Rectan talar... A F- SPfi1&, 7 M7 N2 N3 2X4 Column Rectanoular DF/SPine Tvoical -.,/SP !;M h!�tAi�h ridO -DIF .46 W" .8 R 9 M9 N4 N5 2X4 ColumnRectangular DF/SPIne jypical IXAJ,��-!-` Ob 61-1 N6, w 11 Mil N3 N8 2X4 Column Rectanoular DF/SPine -Typical M11 . . ...... URSPj' ebtatig .. ::Column. 13 M13 N3 i N9 2X4 Column Rectangular QF/SPine Typical M. W 15 M15 A3 N5 9.25 LVL Beam None LVL-PRL C... Typical L.V L �-R -N UP Joint Coordinates and Temperatures Label X fft Y LftT Temp IF] N1 0 0 0 3 N3 12 1.28 0 .2 ..... -.,q =:4 5 N5 20.33 1.28 . 0 6 3_ K, 7 N7 32.33 0 0 ...................---...... 9 N9 16.17 6.89 0 . ......... 7, 1, .1& RISA-21D Version 13.0.0 [CARISA\HlNDSADJACENT.r2d] Page 2 Company LVI Nov 25,2015 Designer GJL 111RISA Job Number Checked By: 14 0 L 0 G I E s Model Name HINDS EXISTING TRUSS Joint Boundary Conditions Joint Label X rk/inl --..-Y Rfinl Rotation f k-ft/radl Footing N2 -Reaction Reaction R' Wood Design Parameters Label ShaDe Len athrff Le-out rftl Le-in ft le-bend to... le-bend bo... K-out K-in CV Cr Out swav In swav 1 M1 I 2X6 3J6.2 1 .......... .......... : -M 1"T 2X 4 3 M.3 2X6 7.021 1 5 M5 2X6 7.285 1 7 M7 2X4 9 2 .............. -Z, 9 M9 2X4 4.16 2 -q 11 Mil ..2X4 3.664 .................. 13 M13 2X4 6.99 15 M15 9.25 LVL 8.33 Lb out Joint Loads and Enforced Displacements Joint Label L.D,M Direction Macinituder.(k.k-ft), in rad (k*SA 2111... No Data to Print... Member Point Loads (BLC I DEAD LOAD) Member Label Direction Magnituderk.k-ftl Location rft,%] M16 Y -.31 3 ow IQ-: ------ .......... Member Point Loads (BLC 3 : SNOW LOAD RIGHT) Member Label Direction Magnituderk,k-ft] Location fft.%l M16- -.51 3 Member Distributed Loads (BLC I DEAD LOAD) Member Label Direction Start Magnituderklft.Fl End Maanituderkift.Fl Start Location[ft,%l End Location[ft,%l 1 M1 Y -.02 -.02 0 0 2 - ------ :02 3 ..M3 Y -.02 -.02 0 0 .............................. M 5 M5 Y -.02 -.02 0 3.26 :: Y F 45%-� ... .. ....... V6- 7 M5 Y -.02 6.52 0 9 M 7 Y -.01 -.01 0 0 0 1: ------ F 11 M9 Y -.01 -.01 0 0 RISA-2D Version 13.0.0 [CARISAHNDSADJACENT.r2d] Page 3 �iz-q - Company GJL LVI Nov 25,2015 Designer 111RI,co-A- Job Number Checked By: r , Es Model Name HINDS EXISTING TRUSS Member Distributed Loads (BLC 1 DEAD LOAD) (Continued) Member Label Direction Start Magnitudefk/ft,Fl End Maqnitudefk/ft.Fl Start Location rft.%l End Location[ft.%] 0 ----------I— Fl. ----------- Member Distributed Loads (BLC 2 : SNOW LOAD LEFT) Member Label Direction Start Magnitodefk/ft.F End Maanituderk/ft.Fl Start Location Lft,%T End Locationft,n. M1 Y -.05 0 0 z.. .......... --i":"Y 7, Member Distributed Loads (BLC 3 : SNOW LOAD RIGHT) Member Label Direction Start Magnitudefk/ft.Fl End Maonituderk/ft.Fl Start Location ft End Location fft,%l 1 M4 Y -.05 1 -.05 0 0 3 M5 Y 1 -.075 -.075 3.26 6.52 5 M6 Y 1 -.05 -.05 0 Basic Load Cases BLC Description Cate-gow X Gravitv Y Gravitv Joint Point Distributed DEAD LOAD None . 2 12 '668E-z -.Z7 SNOW LOAD RIGHT None Load Combinations Descriotion SoIvePD...SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 DL ONLY Yes Y 3, Y.. -�3 -SL S ., DL,+tilX�, 3 DL+UNBAL..[Yes Y 1 1 2 1 ----------- Joint Deflections LC Joint Label X in Yin Rotation rradl N1 1 -.004 .009 -1.575e-4 ..A- . . . . . -- .. 3 1 N3 .011 -.057 1.032e-3 K- ......... . ` N5 .-" 1--.— 013 .059 -3.846e-4 7 14 4 5 N7 .028 027 6.376e ........ N9 .01 -.054 -5.947e-4 11 2 N1 -.004 .008 1.291e4 13 2 N3 .03 -.151 9.697e-4 Alt 3Z 15 2 N5 .035 -.155 -9.242e4 17 2N7 - .062 .041 7.754e4 ........... 8": N 44, 19 2d N9 .027 -.142 -2.245e-3 O 10009......' 21 3 N 1 .007 nip 7.971 e-4 RISA-2D Version 13.0.0 [CAR1SA\HINDSADJACENT.r2d] Page 4 Company LVI Nov 25,2015 Designer GJL Job Number Checked By: r e c x N o o d e s Model Name : HINDS EXISTING TRUSS Joint Deflections (Continued) LC Joint Label X rinl Yin Rotation fradl 23 3 N3 .021 -.1 1.012e-3 N4.. 023...:.::::.:: 25 3 N5 .024 -.087 -1.807e-4 :=' > _'::h :_ .. ,......._ . ...._. .. . . .._..029__ .. ........... ......:. . ..0..:::.::.:•:•. ::<-.:.:.::•::�:•>:.: 1:384e-3;;::=::::=;:•:: 27 3 N7 .045 .038 9.504e-4 29 3 N9 .014 -.087 -5.109e-4 :�-30;_= ��- =3`.:��'�`:� �� == �� `N:1`0=-��=• ��' Company LVI Nov 25,2015 Designer GJL 111RISAJob Number Checked By: 0'r. I E s Model Name HINDS EXISTING TRUSS Member Section Forces (Continued) LC Member Label Sec Axiall Shearl -.-.Momentfk-M 29 4 1.166 .017 .058 ................. 31 1 M7 1 -.92 .037 0 9 . ..... 2-- 333 -.92 -.008 -.067 ............................. -92 .. ....63 35 .9- 5 - 2 -.053 .068 -3 -.7 37 2 -.17 .029 .033 39 4 -.1 .008 -.006 RO zi 7't W 41 1 M9 1 -.17 �019 .016 :M 2 1 43 3 -.17 -.002 -.001 .......... ---------- 6 2- 45 5 -.17 -.023 .025 M - ..........2 47 2 -.294 .032 -.015 ..........94POOnalm$:L =N�t n- nn 222 - : 49 4 -.294 -.013 -.056 .................. .... ... "ti 9C . 51 1 Mil 1 .141 0 0 .................... niL n] -5.3 3: .141 0 .............. n '- zi .5' 4 45 . ... 5 .141 0 0 . 57 2 .206 0 0 zZ; ........... 'HW 59 :=-4::::::<.,:::.:::,::...:..::: ._ .206 0 0 1 . ....... 1'2 2 61 1 M13 1 n-i -.228 0 0 63 3 -.228 0 0 84- 65 5 0 0 '67, 2 -.643 0 0 K`6 .0 69 4 1 -.643 0 0 64 6n z I .......... 71 1 M15 1 -.527 -.018 0 t i4 73 3 -.597 -.018 1 .075 01::r............ 7i 75 5 -.527 -.04 .215 77 2 -.915 .241 -.384 Cf '3� 6 79 4 -.915 -.119 -.268 "tn. 5"; -ki 81 2 M1 1 0 0 0 V22 _........Q2.1.-...,.....833 --.045- -.105 .086 ---------- RISA-2D Version 13.0.0 [CARISAXHINDSADJACENT.r2d] Page 6 :::,V-q -40 Company LVI Nov 25,2015 Designer GJL 111RISAJob Number Checked By: T I c x N o D IG 1 r: S Model Name HINDS EXISTING TRUSS Member Section Forces (Continued) LC Member Label Sec Axiall Shearl Momentlk-ftl 85 5 -.09 -.21 .343 2,793" i�34 :.:::::::.:.:.:.:<:87 2 2.743 132 -.006 ........... 89 4 2.642 -.103 -.06 4T 2l 91 2 M3 1 2.45,7 .259 .234 �`40, E't-if2 0, .4, 93 3 2.361 .033 -.28 95 5 2.264 -.193 0 M 97 2. -.022 .053 -.021 99 4 1 -.067 .158 -.193 22 .......... . .... ... -3 101 2 M5 1 3.586 -.,285 ;.343 07Ai 103 3 3.479 -.033 .265 ............ 9' 3: 105 5 3.322 .334 -.333 M 06- 107 2 3.102 16 .048 54 109 4 3.006 .066 .214 1:1. ........... bi ... ..... ..... 1 2 M7 1 -2.474 .039 0 ...... -4 113 3 -2.474 -.006 -.076 ZI M' .............. 115 5 -2.474 -.051 .051 117 2 -.449 .022 .024 ............. ............ 119 4 -.449 0 0 �7. 0, 121 2 M9 1 -.449 .022 :.:.:.00 9.. " . :.::.:• -i- ziA ,123 3 -.449 -.004 .008 .. 44 125 5 -449 -.025 .037 ,1:2M A 127 2 -.776 .028 -.037 ... .....2 .. 128 129 4 -_776 -.017 -.063 75. 131 2 Mil 1 .504 0 0 133 3 .504 0 0 ........ 4 ....... 4 Q 135 5 .504 0 0 137 2 .637 0 0 �z 7: _f3 139 4 .637 141 2 M13 I .53 0 0 RISA-21D Version 13.0.0 [C:1R1SA\H1NDSADJACENT.r2d] Page 7 -Al Company LVI Nov 25,2015 Designer GJL 111RISAJob Number Checked By: :1 G I E S Model Name HINDS EXISTING TRUSS Member Section Forces (Continued) LC Member Label See Axiall Shea rfklMoment k-ft -p 143 3 -.53 0 0 ... ...... ........... K"' t tt 1455 -.53 0 0 .............. ............ 147 - 2 -1,592 0 0 . ............ 3 921 49 4 -1.592 0 0 25 J :t iizttlni�- 92 151 2 M 1 -.045 0 94......... 2"' 153 3 -1.395 -.045 .188 . . . .... .............. ..... 1551 5 -1.395 074 .479 Is 157 2 -2.414 .642 -.979 :::::::. .:::>:-:> -7, .......... A 159 4 -2.414 -.308 -.694 ............ Hi! -30 4"1.: '. 161 3 M1 1 0 0 0 it! -'t i: -vii -6� 163 3 .045 -.105 .686 -3 165 5 1 -.09 -.21 .342 I 11 -2 6 i Olt 4 %5 167 2 1.964 .129 0 12.1 "1, 9.1,4- 0 6; . 169 1 4 1.864 -.106 1 -.042 Tt8 171 3 M3 1 1.677 1 .263 1 .258 it,-ii= 1731 3 1.581 .037 -.268 it! t7% ,Ttc1`"'i' it 0 !z �t:t� :U7�tt 1751 5 1.485 -.189 0 1".:117-i =:t 6- 1,76.4 M4 177 2 -.006 .015 -.006 K, 2.4 1--79 4 --019 .045 -.055 Zzt 181 3 M5 1 1.775 092 .098 t f 8-2-id ............. it 183 1 3 1.743 1 -.016 .112 it st m4tit," it it 185 5 1.686 .117 -.099 ..1.63'1.---__..__... ..._.._..........07..9.:_.,.•-__..._.%% 187 2 1.617 -.046 Oil 4, :-188:1 2 189 4 1.59 .018 .06 t 6t-KU. 191 3 M7 1 -1.758 .038 .......... Z 0 ;z :it 7�1 193 3 -1.758 -.007 -.071 r 148 4.......... 195 5 -1.758 -.052 .06 M -t037 6 8 197 2 -.266 .026 .028 -Z5 G6 RISA-2D Version 13.0,0 [CARISAffINDSADJACENT.r2d] Page 8 Company LVI Nov 25,2015 Designer GJL 111RISA Job Number Checked By: a G I E s Model Name HINDS EXISTING TRUSS Member Section Forces (Continued) LC Member Label Sec Axialrk] Shear1k] Moment[k-ft] 199 4 -.266 .005 ;it -.005, 201 3 M9 1 -.266 .019 .016 ........... .. .2 . 203 3: .266 -.902- -.002 '2 .12: - ------- i::2041'it'i"I-- 205 5-..-- -.023 .024 . .. ........ ....... 207 2 -.389 .031 -.016 3" '61.00q. 209 4 -.389 -.014 -.056 iil ........ 0..... Tt'- 211 3 Mil 1 .508 0 0 '5682 i -2 -4Z 51z.1:2, 213 3 .508 0 0 215 5 0 -2 it tit' 04-11�,;, 217 2 .204 0 0 04'...... it it:ti-::. it 8:1 1` 1 W. it 7t i-T R, 219 4 .204 0 0 :t tit. `2201' ...... ............... 221 3 M13 1 -.584 0 0 4 N i tt t it 223 3 -.584 0 0 ow it ............. iA :-Pit t:t it 4i!� 84i'ttli"i"tt" i;, F 225 5 -.584 0 0 M 4- V"t ,-� tit 't W 227 2 -.635 0 0 - - - ----- --- it it .635 t . t' tit: 229 4 -.635 0 0 2313 M15 1 -.826 -.013 0 ............... 28:;T it t:rtt ,F 233 3 -.826 -.013 .056 235 5 -.826 -.038 .191 M ,",---`t%�t t t _,1°:208':;:, :236 -237 . 2 -1.,209 .238 it -.402 3 tn 60 ; i,'Em 1239 4 -1.209 -.122 -.274 tit . ...... .... -2 4Q .. . ; ........... Member Section Deflections LC Member Label Sec x in y fin] --(n) Uy Ratio 1 1 M1 1 0 .01 NC 00 N Q 3 3 0 .007 NC N 't 7-21 04"t- 4 5 5 0 0 NQ t Wilt 2 -.002 -.018 NC .......... wt . ......... Nc 4 -.005 -.047 NC w i-t RISA-2D Version 13.0.0 [CARISAHNIDSADJACENT.r2d] Page 9 Company LVI Nov 25,2015 Designer GA 111' R1,SL,jA- Job Number Checked By: D G I E S Model Name HINDS EXISTING TRUSS Member Section Deflections (Continued? LC Member Label Sec x in in n Uy Ratio 11 1 M3 1 -.006 -.056 NC . ......... ................. . ......... . ......... 068 1� 13 3 -.009 -.074 4294. 58 15 5 -.012 -.054 NC -ROM: --- ------ 36� 17 2 -.015 -.029 IN Q 19 4 1 -.015 -.016 NQ b, ...................... 46 607 21 1 M5 1 -.015, -.007 NQ W __23- 3 -.019 .043 1 3840.549 --------------- N�124s' 25;14;, 5 .047 NIC 6, 27 2 -_025 .053 NC ............. ...................... sis 2 iz 29 4 -.029 .056 8235.133 31 1 M7 1 0 0 NQ =sml. mi 33 3 .006 -.125 11.20.314 4`0 35 5 1 .011 -.057 NC zzt =36: z 37 2 .011 -.05 1 NC Z,,.,st '3"t; H it :e .- M-P�i:` MO-1 39 4 .012 -.052 1 NC H:a ........------- 41 �1- M9 1 .012 -.052 1 NQ 12 ts �05 Li 4 1 43 3 .013 -.055 NQ ziitZ 3 ................... N 0-� 45 5 .013 .059 7260.038 05 HAP 47 2 .014 -.091 2302.414 _1290.335:==T, 35.. A 49 4 .016 -.081 1 1624.318 N 1 51 1 1 1 Mil 1 -.052 .027 NC 5-V -53 - 3 -.052 1 .024 1 NQ 55 5 -.052 .021 NG 2, 57 2 -.038 -.od4 NQ =58 ... ....... 59 4 -.039 -.038 NQ ......... - ---- ----- 61 1 M13 -.039 _,0,43 NQ .............. 633 -.038 -.042 1 NCi .._..-...n; : , D "N .........W& it ,R Q 65 5 -.037 -.04 NC ........... . 67 2 -.054 .025 NQ RISA-2D Version 13.0.0 [CARISAMNIDSADJACENT.r2d] Page 10 Company LVI Nov 25,2015 Designer GJL 111RISAiJob Number Checked By: T E C N N 0 1. 0 G I E s Model Name HINDS EXISTING TRUSS Member Section Deflections (Continued) LC Member Label Sec -x fin'l y[in] (n)Uv Ratio " ............ .............052:.:::::.....-i" 69 4 -.051 .024 NQ 71 1 M15 1 .011 -.057 NC . ......... 5*i--'-011- -7 NG 73 3 .012 -.052 NC tit .................... 75 5 13 -.059 NC .............;ii, ,G 77 2 .014 -.069 4396.331 " 221- �:% iT`!it 30 403 -EI 79 4 .016 -.037 4769.887 ............ 81 2 M1 1 0 .009 NQ 83 3 0 .011 6027,075 ........... tz.S. _...._.__4.._..........._...._.._............0.. .......; t2t 6 ztt: 5 2` 85 5 0 . 0 NC ....... ................................... 1 t: t 7t M2%--j�'%'-----% `8 87 2 -.004 047 8607.63 ..0.08: 89 4 -.013 -.126 6004.658 tit Xi N "i- t1t7Ti' C--..%;,) '!;: 91 2 M3 1 -.017 -.149 NC ........... _0 8 .2.099.55,:.:- 93 3 -.024 -.21 1309,106 Ait 00 95 1 5 -.031 -.142 NQ ziz it ti t.H-A ........ 6 C--- 97 2 -.041 -.054 NQ ... ...... . ........... 46 99 4 -.041 -.035 6075-882 ;tt tit tiz 5t�; 7 ji� it 101 2 M5 1 -.041 -.017 NC ........ . :4627,: .6 8i - -!�t! 103 -3 -.052 .105 1687.124 ..:--.:....: :..,.::::.2496:654•'::;% 105 t 5 -.062 .124 NC 107 2 -.067 .15 3106.706 t3 A71:=::' 702.8187, 109 4 -.076 .161 2125.067 IT zz 8 I 1 1 2 M7 . 0 0 NC ---------- 007% 2'. 1.276:602 113 3 .015 188 958.506 t .02 ":.:1494: 7-37115 1-%Os;:� ttif85 5 .03 Wi-W '51' 3 8401`t:i=," 877%. A 117 2 .-0.301 143 9873.984 >_::_:;: 9 4 .032 -.139 NQ - C 138 A ;;:>i:= 12 0:w 121 2 M9 1 .032 -.138 NQ 123 3 .034 -.142 NQ it 703 16 7, -Oti�'%-%,"`. RISA-2D Version 13.0.0 [C:\R1SA\H1NDSADJACENT.12d] Page 11 Company LVI Nov 25,2015 Designer GJL 1.11RISA-A Job Number Checked By: 0 c , E S Model Name HINDS EXISTING TRUSS Member Section Deflections (Continued) - LC Member Label Sec x in v flnl (n)Lly Ratio 125 5 1 .035 -.155 2895.285 127 2 .037 -.188 1496.528 ........... 9 129 4 .042 -123 277.621 4-Tt 04 131 2 Mil 1 -.136 .071 NC 133 3 -.138 .064 NC ........... I I..-it.. ..... -- .. -t-R 135 5 -.139 .056 NQ . ..... .... ni!i:t-- 9 9� T ni�i 0" L94 i`n ------ ,486" M M.M. 137 2 1 -.117 NQ it.1 ........... �2-3 139 4 -.101 -.101 NQ -.. ._:5:.,:::-,:. t!1. . ......... 9&17� 141 2 M13 1 -.103 -.114 NC N r. rt . .... . ...... 12" I.R H- it zi-:.: D2 ........ 143 3 -.101 -.11 NQ tit tiz, nil i. `I is Z; 08; 44 ntt 145 5 -.098 -.107 NC T, %ft,Ott n. tith 1, 1.4 147 2 -.142 .064 NQ i7� ;i .......... 149 4 -.134 .063 NQ ........... "A N 7,;Vti -t z!"r; 2"!- vt L tt. zt� -9V 0 N A�=- 0 -- z�- , .%,--":_ , 151 2 M15 1 .03 -.151 NQ ..152 3%, 4 153 3 .032 -.138 7748.908 ----------------- 155 1 5 1 .035 -.155 NQ it It -2 t; i55; "N N-'i.3 157 2 1 .037 -.179 1713.97 5 44-, ti, "'IS8� 159 4 .042 -.097 1849.118 4 ------ r""t004- `6 161 3 M1 1 0 -.017 2267.047 --t, 609 2'0 9,`1 4 163 3 0 -..002 NC it it '4:t ......... 165 5 0 0 NC it- W% A 167 2 -.003 -.033 NC 6 ---069:,::: :,:::-,::_:::::::,::::_4747642:::==-; :---7 12..; 169 4 -.009 -.087 7820.533 tz� t:i::O 1'2liti t- �,;Ei�€i'r 7..1l��'-" ,- :�` 171 3 M3 1 .--.012 1 NQ .......... 777=TT7�7 -7 .. 2- .. t-- V. -t: otiz:N 173 3 -.154 1386.689 ti �7tu -,t�wt':thl it, tt tz t;n.,tt% :it :.n0:1. 1;tt 36 18 M66 S%-.--.-%:i-,-,-" 175 5 -.021 -.086 NC N t-- t "'053' 177 2 -.027 -.043 NC �-tt 'n"NIC 02 --t . ............ 179 4 -.027 -.023 NQ 0 1: 0, 7t 0277 r4c 181 3 M5 1 -.027 -.011 NQ RISA-21D Version 13.0.0 [CARISA\HINDSADJACENT.r2d] Page 12 Company LVI Nov 25,2015 Designer GJL 111RISA Job Number Checked By: T E C H N 0 L 0 G 1 E s Model Name HINDS EXISTING TRUSS Member Section Deflections (Continued) LC Member Label Sec x in Y finl (n)Uv Ratio .:.,-:..:::5944:942..=:: •:':::. ! ::>182' 183 3 - ' -.032; .051 7:I 3637.09 1 184 4 � .0�5 - SW 185 5 -.037 .066 NQ -WT :066-% .8 187 2 -.04 .076 NQ Z %"%"'"''4' wt'. % 189 4 -.045 .084 7678.843 'tt- t"-%I. -N 191 3 M7 1 0 0 NQ !47! 005��-l'i"W"'%�l.'.,,".^-.,rl.,".",*,,�""I"�, .1 04z'% 1'364: 2:,t t63 1933 .011 -.154 1038.868 z n ---,ttt 4;% 195 5 .021 NC ...................%"-%"W,% T." .. ......... 197 2 .022 -.092 NC 0 9� % 1994 .022 -.09 NQ .. .... ............. 200 s 3, 201 3 M9 1 .023 -.089 NC ..... ....... C - 203 3 .024 -.087 NC tt 205 5 .024 -.087 NC -%-- _2 T 207 2 .025 -113 2256.663 -7 209 4 .028 -.089 1607.892 ---------- 21 1 3 M 1 1 1 -.091 .046 NC t� -N Q%,:�"%-j-;;";`;; ...................."I ---- --- -2 1 w 44. - t.2-ii'� 213 3 -.092 .042 NQ itt 215 5 -.094 .039 NQ -N- ........... Q5,31T ..:t.i 21 217 2 -.053 -.069 NC -:218 t!t t ........ 53:t% 't'"- "t t' 219 4 -.053 -.059 NQ 2 Of,%%l L � "I't"It"11" ` ,2, 054NC 221 3 M13 1 -.067 -.077 NQ ---------- 223 3 -.065 -.07 NQ t .......... NQ .......... 225 5 -.062 -.063 NQ -N NG,:.-: 1--3:-%--., 14084 227 2 -.083 .035 NQ W 3 Tt`tz tt ------------ 229 4 -.08 .039 NC '6, N t K', .07 231 3 M15 1 .,021- -j 7973.617 ..t', t-,- NQ t" 022" 0 2- 233 3 .023 -.089 NQ ........... NQ` .... 235 5 .024 -.087 NQ '238; 3%-,- M.6 7.V 8-, t: 237 2 .025 -.091 4233.241 0 -3:106:641° ;'lt, t RISA-2D Version 13.0.0 (C:\R1SA\H1NDSADJACENT.r2d] Page 13 Company LVI Nov 25,2015 Designer GJL Job Number Checked By: T r; c H N 0 L a r ie s Model Name HINDS EXISTING TRUSS Member Section Deflections (Continued) LC Member Label Sec x in Y Finl (n)Uy Ratio E23 9 "4 .028 ., -.045 4631.602 - . Member Wood Code Checks LC Member Shaoe UC Max Loc[ftl Shear Loc ft Fc'fksil Fffksil Fb'rksil Fv'fksil RB CIL CID E 1 11 M1 2)(6 .123 3.262 .062 13.262 1.573 .878 1.287 1 .175 9.781 1 .99 .953 3.9-1 1 3 1 M3 2X6 .121 3,94.9--..076 0 1.282 .878 1.266 .175 14.351 .974 .777 3. :9":781:;:- -3-t 62:��1711"."062--,,-,.',�,.,,3�.".2-61-1: I - I'll *, -,�8 '-,'g,,7 �tl Tt' 4 q z • 3'-..'-','-, -6:t�: 5 1 M5 2X6 .-,..167 4.022 .123 7.285. 1.247 .878 1.264 .175 14.618 .972 .756 19-3 't, It 7 1 M7 2X4 .356 3.75 .086 9 .496 1.013 1.464 .175 12.961. .976 .288 -3.9-1 -23" ;2 9 1 M9 2X4 .096 4.16 .037 4.16 1.274 1.013 1,486 .175 8.812 1 .991 .739 3.9-1 . ......... t L:'T t:z�.-49W �1 0-13�� 46 4 ttt-t-.1-7 2 '11-2.9 6 11 1 W1 2X4 .049 0 .000 -0-- - -...544- 1.013 -.1.488 - .175 8.27 .992 .315 3.6.3 54Z, R -4 '17-.0 :-13 1 1 M13 2X4 .043 0 .000 0 .16 1.013 1.474 .175 11.423 .983 J .093 3.9-1 76� 6911., -9i-4,1 .2 '8t' zz .47 1 4,1-.A48,� I4_.:_:: AA`11t 2T!, ,�.M: -1�'61 �A, 15 1 M15 2X10 .062 8.33 .015 4.252 .194 1.9 2.44 .285 20.272 .841 .071 3.9-1 ::-1-,.- --.-- -.---.1-11.1 . •1111. -� % ... ........ : :.::.: .:_::• ; -. 07 Mle Y 2 17 2 , M1 2X6 .430 3.2621 .218 3.262 1.573 .878 1.287 175 9.781 .99 .953 3.9-1 .. ........ . -:18 19 2 M3 2X6 .465 4.022 .270 0 1,282 .878 1.266 .175 14.-3511i. .974 .777, P20;:'...:2-i,i .81: 21 2 M5 2X6 1 .670 0 .347 7.285 1.247 .878 111.264 , .175 14.618 .972 .756 3.9-3 1 .`28 -Z-a"'I", 7 23 2 M7 2X4 67 J3.938 .083 9 .496 1.013 1.464 .175 12.961 .976 .288 3.9-1 - : ::.:1.:01:3:•:,:1::486,...:::1:75,:::8:.823:. :::991:::.:: :739;`, x 52t 25 2 M9 2X4 .181 4.16 .040 4.16 1.274 1.013 1.486 .175 8.812 .991 .739 3.9-1 .1t ti "0 27 2 M11 2X4 .177 0 1 .000 0 1 .544 1.013 1.488 .175 8.27 .992 .315 3.6.3 z,z.�ot- �:t--99 -t st' '; -AR :--,,I 5421tm AT13 bal 29 2 1 M13 2X4 .100 0 .000 0 .16 1.013 1.474 .175 11.423 .983;1111. .093 3.9-1 .......... .3 :-.09; 9a t: 00': �:",2.X.4` --3 4:: 31 2 M.1.5:j 2X10 .146 8.33 .028 4.252 .194 -1,911.-1 2.44 .285 20.272 1 .841 .071 3.9-1 oil: 19 :"t, t.07 :;i-286--- 21 71 Y,� M ----3 -2 33 3 M1 2X6 .430 3.262 .218 3.262. 1.573 .878 1.287" .175" 9.781 .99 .953 3.9-1 :11 �7-5' t5 �87855 5� '41`627, 35 3 M3 2X6 .404 4.096 .273 0 1-282 .878 1.266 .175 14.351 .974 .777 3.9-3 3,262:-.1.:573...,.•,878 - 953 qr 37 3 M5 2X6 .189 4.0221 .122 7.285 1.247 .878 1.264 .175 14.6181 .972 .756 3.9-3 6W 39 3 M7 2X4 .522 3.844 .084 9 .496 1.013 11.464 .175 12.961 .976 .288 3.9-1 it- t: t:;""-rV k A `4 060 41 31 M9 �2M .111 4.16 .037 4.16 1.274 1.013 1.486 .175 8.812 .991 .739 3.9-1 t;-0 t- -4 7�1� - I a,: 96' 1`0 1 43 3 Mil .2X4 .178 0 0 ..544 1013 1,488-1 -4175 -8-.27 .992 .315 3.6.3 t. t.8 5 42 "T.488t. 3:� t4 1.2 X '071 ='J' ;009. M-*1-2- z 1, 45 3 M13 2X4 .110 0 .000 0 .16 1.013 1.474 .175 11.423 .983 .093 3.9-1 X-4t-�' �',TA7*t 2 71 , 1 , ". -... . 16":" -8'9 AQ 11`418Pt:.983 0 47 131 M15 I 2X10 .068 8.33 .014 4.2621 94 1.9 2.44 1 .285 20.2721 .841 '071 -1 93 - -9 3,94 RISA-2D Version 13.0.0 [CARISAXHINDSADJACENT.r2d] Page 14