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Home My WebLink AboutENGINEERING CALCS - 02-00010 - BYUI Hart Bldg - Remodel04/02/2002 10:09 FAS 801 539 f916 FFKR ARCHITECTS STRUCTURAL ENGINEERING CALCULATIONS n for the HART BUILDING REMODEL for Brigham Young University, Idaho Rexburg, Idaho Architect FFKIR, Architects prepared by Tanner Smith & Associates Structural Engineers March, 2002 X0 0 3 04/02/2002 1,0.09 FAX 801 539 1916 FFKR ARCHITECTS 004 A vv%2 TANNER SMITH & ASSOCIATES TlUTRAL ENGINEERS 4+2 North mein Street T S ountirul, tA0h 8401 pme X01) 2-41B-13795 Fag A0 U 29SI-1 1 E—mailtheb0ro-*.rLct PROJECT MCA%ti • 7 1 s � 4 r y t ■ SATE ENONZER 1 1 . a 1 1 1 _ _ _ • • • r - • s c i • • i _ k F I ' j • _ b • 7 1 s � 4 r y t ■ SATE ENONZER 1 1 . a 1 • 7 1 s � 4 r y t ■ SATE ENONZER 1 1 . 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Y _ °_ 1 s I L 1 a _ _. I I s . + i 1 , _ _ • r a • — - . • r - — • . • _ — r — . ■ • a _ Y 1 r . . r a , — • o , I e i. n • .n _ — r _. a ' ' 1 e . — a ■ I I . � . s ° i q r i Y i I •�� ■' * t + a • a • • - — ' r _ - r . . r u _ _ e 1 Y } e _ 1 n 1 i y • a a _ _ ,t 7 • a , _ ,• • _ ' a n 1 -. k + r k r • � , F B • _ _ i� � 1 r ■ : • • I 1 ' 1 . , • • , � , I I 1 I 1 i t I ■ _ w • _ r m a y . r . a _ � � + 1 • 1 1 i - 1 1 • k 1 y ■ a _ _ • ' IP - - a — r r 1 • n L A _ _ 1 • , ■ ' ` a � • • a - • - I Y J ' _ - - • r ■ . r = — a : a _ r ; - m t r , . • , _ _ e a • — . ' + - — ' - , • _ r , • _ v - f r a _ _ ! 1 I 9 ■ 16 7- ' 1 I F - r r ' ■ IF ' ` ' ' T — ' ° � u ' , s _ - 1 Y , ... 1 1 1 • - e • I i Y ; _ r r . e _ . a r ■ — — - — ° _ .. a a - - — I I L + � d 1 ° ' r • 1 1 _ r _ L 7"- 7ji 1 _ , 2,7 1 ■ 1 ! f 04/02/2002 10:10 FAX 801 539 1916 TANNER SMITH dt ASSOCIATES 57R�lCFuRAL ENGINEERS T S d442 North I►�oin Street ourrfilvi, Utah 840=() �'nar�e 801 298-879 E—re,n+! 4ssQ00ras.nct PROJECT ARCHffECT FFKR ARCHITECTS X006 0�1[ ENGIN a + a v v • 1 - c v a a. _ � •, v v + _ r a a 1 - - 1 _ r ` v . ■ r _ _ • I • a _ L 1 a i - - I • r - _ ry - a r 1 - e 1 1 _ v • t v - - - ! 1 - Y 1 ° 1 S i i v a , � I • , r r _ L F I r v v v 1 • ` e • v I r r i r L ,. - - I : _ • ■ v v , , .I r • • • r r - r , v • a - - , ! i _ .: a , 1 • a _ • 1 + , . • 1 - 1 J T 1 � • : + v • '1 I + • r L „ • + a _ ._ a r • Y r v v , - - - - • • • a r - • _ • . � . - a - - - • , � y - ® • - t e • a r , • - • 7 • • f , 1 • r _ r F , F - r • • - • s • r 4 m + - - L - 1 _ o - , v _ - . +. - 1' L a L y r v , + r • ' � • • ' a a 1 _, r - - e v • � • • - F , _ - ^ L I - a - • 1 1 v a. • • • _ - T • • • - - 1 a - ° 7 i ■ , - � n 4 L , . r v ♦ • - i . v v ■ v . + v ° - , ! 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I L/or p J . - . e . • - d ! 1 + f ' rrr+ � q • s r e e a � 1 • + m ■ • k k , a I e _ + — _ , . n • e • • e • , a ■ • e , , • L • ' • ` - ' • - .. _ e 1 e _ ,• r f�I/J - : • e a a k • � 1 _ .. - . • - I r • e ' e e ' ° • x Lf 1 1 i ' • e + 1 I 1 T _ _ _ IAI d Ir _ I ! 7 e r • � r . • + - • T • - - ; ± - J • - - .. e • o e F r _ _ : s � _ .; ^ - • a I • _ - _ , J Y , _ • _ x • e a _ - p _ _ _ - d , ' - _ , 7!='- - Y • _ - _ - _ - , • e • 1 I I 7 7 e - L I ■ e _ _ air e k - • - - - - - - r e - P a • - ' 7 L 1 ! — — — 04/02/2002 10:11 FAX 801 539 1916 FFRR ARCHITECT'S R008 TONER SMfTH & ASSOCIATES STRUCTURAL ENGINEERS 44-2 North TMoir, t r -m e t ounuful., lah 84010 ? E — 'hone 501 298,8795 Fa x (801) 291B—IIJ2 m a 4l tguee arcs.'rile a Lf PET I NtCHfrECT v AAfE iaunoN ENSNEER PAGE' ior , 1 h , e 1 .. a a. _ _ .3 ■ �� • r u � � 1 , * •, -- , ' • e r _ c ; u . _. _ _ „ , ; . e a r � a I • e - a .. _ , • • _ '_ 1 , . 1 1 I e .. 1 1 Y Y Y. r u u 1 r • - . 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I d I • • _ 1 - e ,` • _ a e . r r _ - w � I _ r r - r r e e ■ e . . e e e a . a r r 1 : . . . . _ e , Y � L • • r a — — — — r r , r t 5 k I - - - - + , _ _ , ; r e. - e r • : a -. - ■ Y r • _ e r c ■ a a • , I • e e e 1 .' r r - r � { w • r • • 9 - i 1 • - ' ' s • � ° ` ' - I 1 ' ' ' • - - - : • • r - - + - r a a � e • a r • I = . r. q + r • • . e e _ - e , a r -�. � - s ` - _ ` f u ' • ° , + ' e e ' a • r , e 1 e , , a a _ _ s • r r 1 .• a I r • z a z • a ' ' 1 Ir a 1 - ' • h _ f1 Y l a 1r 1 _ _ t e c pr , - r ■ • • a - + 1 r , ■ r r .. ,� I - a = _ _ _ _ - , = — e , _ r r . _ .a .l r r a _ — r _. • . — a _ _ a _ r e TJ e _. _ _ r r e 1 ■ a 1 — e 1 a _ j e a _ e _ _ , , , . e r e J e a 1 • 1 . - — — — e �. � e - ' _ a - + _ • F a a • 1 s • a v - ' ! • , e - � ' - r - a ., r - • • a ! .. r { i a - r - r. 1 _ e _ a� _ , , + - ° P F _, _ a - � . • r n r 1 • e . r- to e • • a _ _ _ • r , -� , + - • r Ap . - r Y 1 ' e , � ' r _ - . a�a - - e • e 1 e e e •. _ e • • - e - - - , - ' -• _ r e y c + - - , _ a 1 ■ 1 1 - • a - - - r e e iieee � _ - - a + _ • _ e e • a I e e e I a • a _ - - _ ° � �,- � v - - ' r e e ■ 9r , e ■ _ ' ' J a a ■ + , , r , ' - + e _. • .. e e ! • e • I I - e 1 1 , 1' e e 1 r - - - - r ° c - z 1 r � • _ _ e 1 s _ e _ ei • _ n ' u ' - '. ± 1 . L • '' 1 a - a ' r i' e e , a - _ �` - ! - - : , .• , s - -e e , r e { u L, a ■ - - • r a ■ • c ' ` - ' 1 >�, r . - . _ ! , e • - Y - F 1 e�. + a , y r _ a _ _ L IF '•� e a _ �' ; i• �r �• • ' : e e e e ° - - , r • _ a�r° ' Y ` ' ' J ■ - e e 1 • • • u • - ' • • _ - _ ' • ' ° y t F 1 e � r _ r a. a �" - - • � aF s _ _ a _ _ e _ , r - , _ , , r , Y r - A 04/02/2002 10,11 FAX 801 539 1916 TANNER sMirw & AssociATE5 STRUCTURAL ENGINEERS A-42 North main 5trevt T S ElQunciruE, Utah 84010 rqgq[ 0 j- 0-0111 fax 8D1 298-1132 FFKR ARCHITECTS PROUECT FRQ„1ECi f DATE ENCINEER 0 0.9 ULJOOP PAGE: OF n 9 • • ' Y ` - k 1 : + . u - n r r + r = . + . 4 ! I . a r a - - . . . . ., _ - r • r _ • r n I 1 i 1 ■ ir e � 1 ■ a � a a F . r 1 1. + e , w, • r 1 • + a a a • - • e a r I T a ' • i • T a _ .. _ _. _ s ak , I I a e ` r - - 1 • 1 - e. ' _ i ! • � - . ' i � ' ■ ' ; ' • • � r ' • a. 1 i V • r ■ k w . ■ ■� a �,� • • � r 7 • Y L . M 1 • el ti i • � a a _ .. a I _ 1 ry • r F r � ■ _ � _ e . ■ t • .. • � e ■ r w it •. „ • _ r r 1 r _ r a i . a i. r � N ■ • r ` n -. j _ _ , , _ _ ; a , e a ! • _ - e v � ■ w n _ _ _ a � • r _. • , , _ _ _ rjr 1 � a = • . ` • i • . a a � ' , ° ar � a 1 e 9 ■. ■. • r # r i a Y 1 _ • u • � q w a a r - r A ` r , r r ' d r m r + u s _ . � - - . . . - - - r • + _ . 1 Y Y 1 . . a _ _ ® 1 ° + i r r ■ ■ 1 • . ■ Y _ _ • r 1 a _ _ 1 ■ ■ � T u NPWP- mpro- C Y T F 1 • �„ ■ ■ f I Y I n 1 1 k 1 • y 7 t l ■ - - -- - ' _ F I i i h " e , r • ' - e _ Y - � r • a - � n - 1 ■ 1 Y • . # a a _ _ • Y a . a • • a i ' ■ Y 1 a - - • - ti • a • . • r ± I a r _ a a. _ • • 1 r .e ,. C e Y _ _ 1 , r _ e e n. 1 I - • • 1 • 1 y ! • d- 1 ' _ - , • u Y e ' dr Y CO 1 - I .. I e _ I e • _ r I I . 1 n � � • 1 s _ a • • I I e. I � - ` - ° e ; • e , • • - _ - - r r e e 1 e e 1 e -. e - i " a a e r ; e _ n I a I - • I _ • b • a _ _ • r I . , _ • • 1 - a, q � ' - e I I n r a _ _ • • r r o � r F e ' ' a - , a e - _ _ • _ , • . - e v _ I I I 1 • r - J a e , ,' , - - - 1 n ' 7 F { , ' ' ' r , • v e a _ e • e _ - ` I - _ r s • r. a ,, I I I r • _ , r _ , r. • _ a u r " - r , • I ■ - • ° n r a _ e , u .. + � - .w 1 + r - + '- - , . n . _ , . . e I e e _ . P r e ' e , e a ' • n - ` - • • r , v F - r 1 - e ' 1 + 1 1 , Y • ; , . w . I , e . .. a + w i 1 r v F a r 1 { 1 1 r e w .. °. 1 1 1 5 _ _ .. • erg Y • - • I 9 ,• • • . { e a • I P1 F- _ _ _ : r Y J � + • a a 7 r a • ` y ' ' a =. • _ _ ' • 1 y = .r � , I I ± r r e i e a _ _ C, u : _ � _ = • a _. i n • _ _ _' • I I 1 r s a • n r 7 F I • - . I I ` - i a ' , + - i a. � .. _ . I e , , _ _ ` • a _ i _ e e r r - ' : a • a - ■ r • e . r r _ _ •. • F . _ !. , e. 1 ! 1' ' r F a. a - y • r • _ • _ • { 1 e 1 e r z ! ' • • F • _ • • Y I I `• . 1 a r • e • a r r e . a - _ • ' - e a n e _ �' 1 . ' ' .. - ' - " � � _ � 1 1 ■ ' 1 a e n b _ • . • - , _ ' , _ ' . I • r � I : a * r • • x a e + _ n n e , • _ r. I I F - v • • n . e' � f ee i , - ; 1 . e _ _ _ _ b r .. e - - : e e _ e I I e _ • _ _ . _ _ e , I 1 _ n . _ - a - ` 1 a d ' ' ! + a ' r e ' r - - Y _ . .. " f u • .- a _ _ _ , v. , r , _ r I I , - a - a • r s • • e r ! e - • ' - 1 ' I 7 ° ; ■ , _ = ± - II I e _ e _ = i - _ .. , . ; e ; ! e e • a I e . i a . ... _ ,. _ w a _ " r _ Y _ • - - + • - ' , _ _ ; F e ; _ _ _ • , - ' . F v - _ -. , - ; . e . • � a 1 1 e e e I I I � , • • - • - ■ • _. _ • 02/200 10--11 FA 801 539 1916 FFKR ARCHITECTS D.5�k v ,-:0 Morax = 0. k -.h DritaK � -2026 in ax = O.? k Vm-ax @ lc� = 0.526 x Wil a�(,0, = 0,52G 04/02/2002 I.II FAX 801 539 1916 TSSE &is 442 North Main Street BOUntiful, UT 84010, (801) 298-1 �Rev: 5501W ,.. 651 (�}14Ei� �D�Eh�RCRLC Eng�neer�ng Soltrtirart Steed Beam n FFKR ARCHITE CL T Title -. Hari Lent Center model Dsgnr; JWC Date.x °spi scope Description CATWALK ANGLE BEAM SUPPORT Gene r - l infomat i o _f I Steel Section Center ,5pan Lit Cant. Right Cart Lu: Unbraced length Point Loads � !' t�! f -=.0 - _J_ %r 010 11-31 PMI FIES 0 esign ------------- Page NOMMMOb -'CCW: Calculation Calculations are t l e.h Edftion ASO and 1997 _ . r�--*r • t �#•.'� ter; .T�� ., ■ ,f equkefWn +° - ia _ " . � -' �' _'=`_•..[.#� ��,�y: - '�,� '_ • ren .r=:-��, . ,t..+_.-. . a.. ++'`T Or" .� •'!moi'' '� 'q i.eiP. a,r 6-67 � 0, OLS ft 0,00 ft fi.6z ft, Dead L Urve Load 0,500 0-500 Shari T L at -ton 1.835 4.835 Summary Pinned -Pinned BM Wt. adder fo Lo;adr, LL & 5T Act Together 4 ,y LQQj Wration Factor Elastic Modulus AO 36,UOksi 1.000 2210010-0 k51 M _ j 6X3/ tion, Span = , � = � Static Load Case Governs to s �',�l�- rrnneuy�innexi, LU = lir Moment Ac�tU I Allowable 0-966 k -ft fig 'BendinStress� -�� -ft lb I Fb 0-. = 1 Shear 0.530 : Shear q trF 11.250 , C 14.400 'Ir I F 0.059 Force & Stress Surrim Max. M -i- may, Max M - Max. M @Leff Max- M @ Right Shear @ Left Shear @ Rjghf Center Defy, Left Cam L)efl Right Cant Defj ... r Q uery Defl @ DL. aax Only 0.97 k -ft 0_05 0.53 k 0,03 0.5.E k 0q03 -0,181 in -0.009 000 in 0.000 awo in 0.000 - ft O'O Reaction @ Left 10.53 0.03 ` Reaction @ Rt 0.53 0.03 Section Properties LL2w5XZX5/j 6X318 U e p i n Width Thickness Marc_ Deflection LengthlDL pefl Lertgthl(DL+LL dei€) -0,181 in 91266.5 : 1 441,2 ; I -- lumnS � 41 �� Live Loyd placed a n �� LL+T LL _@_.ge nt r LL+ T tr - Car t r� - ft -ft -ft , 53 k 0.000 0-000 in 0_000 0.000 0,000 0" 00 0.000 0.000 !n 0.000 0-000 .000 [�n OMO x-000 rn 0.53 0., , 53 2.500 in Weight 4.375 in 1. 'I' 0.313x -722 1113 r- jr-yy Angle pacmg k k .777 ib 0.948 in 0.375 in r, JI 04/02/2002 10:12 FAX 801 539 TS SE 1916 TSSE 442 North Main Street Bountiful, UT 84010 FFKR ARCHITECTS Title: Hart Event Center Remodel Dsg nr JWc Descr*I (801) 298-8795.- Phony Scope Rev: 5501'00 (8011298-1132- Fax User- � -OGG4G51 Vef 5.5 0 5,p�" 1 (r-11gA-4--1r1QA r -Mc- , ■ Description S ke#c h 8. Diagram ft0--Sk Vi�0,k X012 Job 9 01073 [date; : 1 FEB 02 Willi N U0111 UvTIan -.�,-- c: m doEumen� enercal 0�073.eCw:Cafculada�r CATWALK ANGLE BFAM SUPPORT •� AI E In M II • 97 ��.Y■9�+J.� 5dR zi k li k. -o r �� 0.50 F� a _I��I �fb � � I '1..� 1� _ � I.� .i � I�� IIIA7� I !. I■. � '� _i7�nl._��IIL�.1 1 .�I"i�� P. E�� Lll(r� F. L Along IVemw-f 1' L67 , 0 04/02/2002 10.12 FAX 801 539 1916 TANNER 1'TH & ASSC)ITE STRUCTURAL ENGINEERS 442 North Mjorn l„+Ogt T S Bount fu fll Utch 04010 phome f3#b 1 9U-8795 Fax 801 2919-11-32 E—a rf FFKR ARCHITECTS PRDJECT PR4ffC7 % HJTE'CF LOCATION DATE ENGIN PEL Q L o4, I ° r 1 f. r • • 6 • ■ 1 1 J P ■ a _ i I e r1 , ■ r e I i ■ 1 _ y 1 - 1 Top*. � r • 1 u - _ _ ■ _ e s - • I J e 1 _ _ _ , • u a a - • r • � , - 1 - _ Y - + a : - ' ' ! _ ' _ r ' • J- r r f _ _ _ _ i s , • • ■ r _ _ _ ,e _ ■ a P - i y � � - - v r � • - _ _ _ e 1 r � - - • _ e a r _ e , V � � • r. , e 1 F ` • ' , r 1 ' 1 y, � _ • _ t ■ e I a • a _ 1 ,� • 1 _ • Y Y 7 _ r , , - a 1 a ' a r - 1 s ,. w , • e e e I _ : r • • • k I i I e ■ 1 . 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Y + •. , - ,_ r 1 1 - ` .. - • e i , ` . . � , ' r ' ' 1 c ' " _ I ' ` ` - - h z i , ; , e ■ = , : _ e e 1 v ' ; e _ ; . e e . _ +• i - a Y _ • - • • v i _ + 4, _ , , • h * _ - - ' I • • e 1 04/02/2002 10.13 FAX 801 539 1916 TANNER SMITH & ASO I T—E STRUCTURAL ) . 2 1yor"th Main Stroat T S o ntiful. itch 8 c)'i Jo Phone �G l 290-8795 ' w + FFKR ARCHITECTS FMIU.Ecr AA�Lz�t L'OEII'l LowQM FFk -'eoo0g(, PRRiUECT / 0/0 % DATE /Z_ Df U aL %] + p 1 r L , 'f A./ _ • { • { O v • _ ' - • ' e + - : • ! 4 ` • e i • • I e _ r ; _ e • • r _ + _ .. a _ F R • • • , , e _ r _. _ _ ,. ° _ • ' - C6 A/ F 1 1 � I , . ._ w . tl r , 1 • r � • - - 1 r , _. J■1 - - R r a a 1 1 _ r ` . - • : - - ` - , . , ,. a e _ _ m , • e e . e , ' J • , • . , e . 1 , �. � � - • • - �, - � ..�„ , qua - Via_ 1 ' r • , r T • _ ' I _ F Y ■ a• _ , I _ r + VIC K • ' r 9 I - , : • . _ : r a a _ ■ ! _ . ! r v a a e , a • - - a a a , ! e • _ + [ .. I r N E c o l - , - ■ - f ._ 1 1 F 1 ! _ r _ ffff s - 1 _ - 0, . 0 0 Aj 1' TP - -'r r- lop1 r 1 a ■ e • I 1 _ f e e a f I [_ r I +Lr • • " , , , • • , ' r • 9 r a • a e . _ a 1 e • a Y I e • �_ • ! 1 e • � � � r - • a /V. L c fS JFO ID e _ s - 1 : r r • a a . 'I I ; __ , _ : • n• r ' r 1 a ' ,. _ , ` , • 1 + ` • •• a [ _ .n • _ _ .. ! . r • - .• a a ■ 1 a s { i + • ' _ ° ' v p e 1 e _ _ • r r a � 1 s • r • _ _ _ _ L ■ , - , • 1 I .1 G I • c .. I _ 1 7 I ■ _ _ _ _ _ a a . 6 • . r , , LL��•RRYY - ' a r - 1 + ' a - - • T�P Fal- 04 -mm;m f/W1 — s + 1 1 _ ■ oz to + ' -� • + a e . .. - , � ■ u a = 1 r c i • • = • • • .. e _ , , r - , 1 ! , r e • • - a , 1 I - _ - , r a r r _ Pr DIP W v - ; y • ° tl 9 T • a a 1 v e e - i F • a _ _ _ I el + • 1 �1�_ _ ' 1 tea.• Jr 0�' • ■■■5i3 �9 • 1 _ AFF e a , �. _ • 'si� s - - ° • e a. . c - 1 - r - - ° - I d we jq Pr + 7 ' n a _ r - ' �' � - • � - - °' ' a : '. _ _ • F.5 Ll + e - e e • . e a a r - 1 l ti '. F , 14 / q� 0 7C a— I/R? 36 r � — e � � 1 _ = y ' + ` , ; • • e e + tl 1 , a ; r n _ - : _ : _ _ _ • J _ _ _ _ _ ;. _ v ' e • [ [ .. y _ 1 , a _ ' - I _ _ _ _ � � �• � ' lie ' e I r , _ �F � ■ _ 1 fff 1 �i - e y T. r - T -,. - � ; e . • r ' _ r , • . - - J r a _ - . a. •. . • ■ y ' e - ' Y — v ; , d F} — _ • — • ° ` ` _ _ : r 1 e : — + . [ r _ ` — — R i i a ' 1 ■ d a a . a r r a _ _ — ' . . c . . . . . r • e I M it ■ 1 1 L) ' ' - y, , [ u - - -. - = • . , • e i = • Y a e _ _ - • r • _ , a _ _ r a a + _ _ _ _ ek e I i - - - - _ r _ ; ° - - ' • = + . r r • 1 • ; I • • � • r e y - - r a. r • e _ .. _ . • • a i a , • • _ + e e .. _ .. _ _ , 1 • F - • „ � i T � 1 r ,� ! • - ` �� ! • ' , ae + • - _ • P' • - • - _ , 1 1 � • + P.. ■ ■ a++ r a , • a _ , e W r 1 • � ryp f; F 4L r y I • e e , . . e 1 r a , _ • i•.aa r .. ' _ I I I � eR 7 ■ _ _ 04/02/ 2002 10:13 A 801 539 1916 TANNER WITH & ASSOCIATES STRUCTURAL ENMMS PR E T 442 North Main streetT S y aunt.iri, Utah Ec) I C) 298-879,5 K 29 8, 1132 1 —rnctl tftroz,net LCCATIO N FFKR ARCHITECTS �14 Art r, A, . .. . .. . .. .. 7 aliTE.JZ3 ENCIF4EM lbl-T Lovc. V � + a y . _ . - a _ . . I e a - I I . . J e I 1 . r ' f ' r • I 1 r T � • . ` _ , _ 1 ' i J Y • 5 _ � 1 6 c a i ■ i � a . • ` 77 � � ■ w a 1 Y Y 7 • • Y. r _ _ . 1 7. a • _ _ , T , • ' S � . • n : i . • r r a • : _ a. • : n • r • 1 f r , T T I . • . . e � - I I Y . l 1 • _ ,' - r' a r � _ • a e y Y - ` - - • P , a _ 1 ! • • ,. r i • � a . • • e � - r 'a ■ - ' a e o I a +, r - , � , ■ • • ' • � - 'a - ' „ `, r . 1 1 , , •, • 1 T , • . . I a, .. e r Y - • - ' ' F 'r - . s T L ,e • s • ' .. . : ., , - = i. _ a . . a - 1 i � - s I . . . - - a. a . , e . . I - _ a s i • • _ • I OAJT16 LL 11 U6, IP I . _ L • P a • ^ - '+ • n a r - - ` ` • r r ' a _ _ _ • - - - , a ! _ + + �r r ■ cow A4 f .1VD d - - y rr F ,• + I a y - • � , , - T r + r r � p • Y- • P r - a - . . � � ■ a - i • • . • F • - - r 1 . _ • s 7 1 r r .. ■ ■I i I a I � a , ` - •+ - ,. 1 , 1 - ., u _ ,, _ '- _ , • - • ,, v a . . . . : ' - ; I • - =. _ . ■ .a + a . _ ■ a - •• 1 . n r _ . . a , - . • . r - u a r a • J ' n. . . i e. r 1 a e a . . e . . . a - . - .. , - , .. , " + • r - „ 1 = s . - e . r _ .. - - _ a I 1001 04/02/2002 10:13 FAX 801 539 1916 TSSE 442 North Main Street Bountiful, UT 84010 (B01) 298-8795 : Phone (801) 298-1932: fax User: -06rA1 Ver S.S.' 25-5&p-2001 (C)1-983-2MI ENE�cA LC ErLO'neerfng Saftare Description FFKR ARCHITECTS Title Hart Lent Center Remodel Dsgrlf-- JW Description _W Scope Tilt -Up Wall Panel De sign EaflStif1g Con�c. Waaused as a Jamb W.�= documents e�ercal 010 Date: _pe 016 Ula Job # 0107 23 JAN 02 general information Clea r H e iq ht Parapet Height Thickness E3a r ire Bar Spacing. Bar Depths Min Deal. Ratio COncrete Weighl Loads Lateral Loads Wind Load Paint Load ...height —load tpe Lateral Load _ fa to top ...distance to bot ..load type Wall Analysis Basic De /o P -Delta B2SIC M, W10P-Delta Moment Excess of Mcr Max. P -Delta Max P - Delta Moment 15,0100 Parapet 0.000 ft 12.000 in 4 Bar Spacing 12-000 in 9.000 in 150,0 145.00 F I` Phi "width Page I :Calrulafjon CRICUlations are designed to ACI 31845 and 199,7 UBC Requirements 4.000.0 pr,[ 40,000-0 psi 0.900 12.000 in Seismic Zone Mir) Vert Std % Iain Horiz Sjeej v,, Fall Seismic Favor Parapet isir, Factor UsIng". UBC Sec. 1914,8 method_..0 LL & ST Not Combined Par;lPel Weight Counteracts Yiddle eflections are iterated Vertical Loafis . Uniforms DL lbs UniformLL seis'Mic ft ...eccentric�y in Concent i1CSL. i 108.75 Concentric LL Ib lbs 1-000 ft Seismic 11111 n Ff 9 �Er 1,000 MaXimurn Allow Vertical Bar ;din Maximum Ails HorL-Yontaj Bar Spacing Summary For Face Lodre Seismic rind 0-017 0.020 in 31,575,3 37,480.2 ire-# 0.0 0.0 n 01,01 0.0.0 In 1 x762.8 37,670-5 in -4 3 0-0020 0. UU1 ..2520 0.3]00 For Serge Load befiections trt- C Wird �- .01 0.016 in 22,553.8 29 T. Ire-# 0.0 �0 in 0,012 0.016 in 29,538.4 1_n 8.333 t -n 13-8139 in Parapet Bar Spacing Reqrd ;SEISMIC Parapet Bar Spacing Req'd WIND 8.3-33 i n B-333 in 15,00ft ciear height, 0.00ft parapet, 12.00in thick with #4 bars at 12-00in on centWali DesignOKUsing: UBG Sec_ 1914.8 method... Deflections are Iterated ert d� 9_DDin, fO _ 41000.0p: Factored Laad Bendir3g :Wind Lvad Gvvems Mayamum Iterated Moment : Mu 37,610.52 '1 n-# Moment Capacity 411,878.94 in,# Mr, Moment cam Qityk , , [red. MU Mid Applied: MU Top of [,. MaxItemted Service Load Deflection Service Load De-Oti on Wind ,load Governs UaXimurs Iterated Deft salon 0,016 m1 160,975.07 in - 12.76277 in 0,00 114 nd 111 7 878.94 M4 37P670.52 in 0.00 i n - Actual Ueflection Ratio o 0.01 in 0.02 in Actual Reinforcing inPer n 1X1033 -1 11255 -1 UBC Allow.As %,RhoOal 0.001.9 Actual mai Stress : P + off � � � � .�� Ie Axis.[ Stier61.72 ps! 0.04 c 61.72 psi P1, 4/02/2002 10:1.4 FAX 801 539 1916 FFKR ARCHITECTS [. 017 TSS INorth Main Street BOUntiful, UT 84p10 {$01) 298-8195 : Phone (801) 298-1132 : Fax U_-A�-.r: KW -060,165 ( ver 5.5iof ZS er�-0 1 f)Igg3-2M, M,�,�Mc Znglnearin4 SoftyVarr Description Analysis Data E existing Conc. n =EI Ec Fr MuIt#i t for q ' c) Ht / Th k Ratio Valtres far Mn a( u1ati n," 0 Titil , Nil iU091 C1 ler PemoJel Dsgnr_ J1NC . Description Scope Job # 01073 Date. :57P I, 23 JAN 0 Tilt:kmr[Jp We - 11 Panel DesignC:P�g� �m documa is e�errai t33D�3.eEw:CalwiaUon Wall used as a Jamb 3,604,996- p[ 8.04 5.000 zi Snross r = S * Fr Fr — RhO7. Bar Reif Pj Seismic 8 .000 i 1 Pr073.6 M 316-23 psi . G495 . winH (AsFy + Pu)/(.85 FG b) 0-501 irT 0.433 in a / L85 0.599 "in 0,425 in 0.500 in 1cracked�� } 1,7 a in " I - -f ) met h ads on -1. ink. J Phi Caped Reduction 0.900 x.00 M0.00 n=- A s; off F y - PLf (W alFTh V2 -Bar b) a t h) 17R IRA lo in --a 0,900 Additional Values Loads used fo r aria lsly Wall Weight DsfFactored L ad - �I ,u. in -v wall vvt all Sefsmic Factor 36-540 psf APPliedAxial Load Wali W Parapet SeismicPsfLateralWall - lidald ght Taf Lir Lid r ce wt @ max murflP , Total Se -mce �I Loads 81887.50 /ft ACI FaCtoMM 11r(per ACI - :.. f In.t[I to entered 1d IRNOhgk�!= oja Ind 10,920.00 81190.00 #Ift 1,522.50 11 141 -87 #Ift 12,442:50 91331.87 #/fj �� 11 1111 11, ACI 1141 - ACI -1 & 9-2 DL 1.40 I - - roup F loc 0.750 UBC 1921.2,7 .' j nod 1 erm Faor 1 a 300 ....seismic t ST 1.1,00 Sketch & Diagram -ate {{ PkL- I f.+ 'r, 5 rTft . 3 9 reg ,. DOIr n. - ThkkCL rrr�c f� d 437.14 15ft lu_LU 2/ 10:1.4 A 801 539 1 1 TANNER SMITH & FOCI ATES STRUCTURAL ENGINEERS 442 T S N o rt.T muin StfmaL o iniffUfF Utmh 914010 phon e0011 29,,_679,5 Fox 801 298--1132 FkKR ARCHITECTS i'ROJECT H/� A'T v jr LST ION fFh 1� 0.18 L%VFi v -c I F4fl PROJECT WATT 00 Z.." ENGINEER I r i 1117 C. 1 i P ' 1 s , ` ! + ' ` - r ' _ ■ a r d . . . . e , . z . - + , I r - ' - - _ + T y ■ + _ e j 4 • e a Alo a +P 4 d, ! ),(I- Uc-T'U rl ! 11 F ■ 1 d o 1 ■ L I ■ _ _ ! ■ 63 5.. h L 1p 3■� ■ ■ , 1 A01 /Lt 3q. -t I P. I c q. Y ■ P + i i • J Cj Jq I P F ! +ii ! ■ oe } 1 p 01 2Ink P., ' • jr 1p frz� Aj D' r a a , I a • ' I I _ _ 1 e , , ,. � ' F ` ' _ ' • • _ $ , ' + ' + ' • T t r d 1 r. _ I _ • e • - ' , • , ' . • r - - • - - m • • • - , ' • • r - po,-� u 1 a o 'AGF - AL IL r , ■ - - - - , ! F - , i r • • 1 04/02/2002 10:15 FAX 801 539 1916 TSSF FFxR ARCHITECTS Masonry Screen 2ll MASONRY SCREEN WALL DESIGN AND ANALYSIS TITLE.- Hart Event Center Remodel JOB #0 01073 Total Wall Height = 8 ft Load Duration Factor Nominal Wall Thi8 ckness = 1.33 = ' Weight of Wallin Em f'm 730 = 106 psf Ev = fm 4 0 00 QE - V = .148 g Modular Ratio (n) = 25.g ...Seismic Force = 15.6138 Psf Spec. Inspect.? (YIN) N Wind Force = 24. 3 psf Depth to Steel = 3.9375 irl Masonry f m = 1500 psi DESIGN SUMMARY Design Moment = 777_ ft-lbift pmjn = 0_0a13 P = 0.0047 Required As = 0.22 in"elft FOOTING ANALYSIS J1NG fa = 17-67 (Conservative) - 146.50 Fb = 299.33 2/kj = 5.97 k = 0-3844 nP = 0.1200 Footing Width " B" = 2.5 ft. M = 1021 #-ftJft Soil Load on Footing = 360 psf R - 2123 #/ft = OTM = 102D.6 #,ft[ft e 0.4$ ft Mr = 2653J5 #.ffift S.B.P. _ 184 0 psf Safety Factor = 2.60 1123102 X019 SCREEN -xis 04/02/2002 1 :1 FAX l 539 1916 TANNER SMITH & ASATE STRliCTURAL ENGINEERS 442 North Main straaj T S ount;ful, UtCh 114010 ° phage 80 2918795 Faz (00 1) 298-1132 �unaN FFKR ARCHITECTS W E LPR OJECT f 0 10 / aAriE I! _ r r X020 PAGE; .. e I 1 7 r u • � � ' - C C)1 e • • ° ° ■ • I y l l 1 L 114 3 A I r r • R • a u. x _. _ � ® � 1 i 7 1 � ■' t a _ _ s , 1 r ! - IF .. s e x r a •. a i m. _ G ■ _ _ - - a r • a a x 1 1 , _ _++_j , _ x • _ a • r - a _ _ , . r is . . T . . e. _ , _ ' ! ' - d • _ 1 �W I • _ J T P k I ■{r I ! y . r _. • , � 1 • ' ' � l fey . _ _ ■ ■ , y ° _ _ e • . _ . _ _ 1 . _ d . Ti r •. a 1 , . • _ : T . � a 40p� P ff • ° I a n ' ° -• + ! ! r _ _ _ . u • - _ • ■ s t + - • a • a _ x a r ° � • ' • • ' a n d � ' I b • - ; - _ ■ Y I p y 6 r I 1 r r • • x x - - e h I 1 e a r N i T e • , , '., r f I • s R+ , e r e I , ■ Y • _ _ , i e - P P - I L' r • j ` ' ' • ' • • • • e a 1 = ! I + e _ e e • • - ! v a • , - m ■ Y v 7 r • i 1 r r • r • 1 b tv ip - � ' *��• � tea. � � �� ' • _ , _ - .. .. - • r _ 1 _ 1 I _. ' ■ • _ _ _. � * - ^�■ . . ' ■ r e ■ . . . . ,. a ,< _ . T • 1 _ • e - d e I , + q's � • e • r _ i , • a • • , • e T - , r e r ■ T 1 1 1 a � I a ' - - - , _ -, , e r a _ _ r r . a - e h 5 I _ m r _ , r •e - ' • , _ d _ r a • e , 1 ' ' e l L r F r a + r _ i IF mI I • � a. a + +�' , � ,� 1 � sly e ' ' _ UP, P - f4 b I d ■ 7 1 1 ' h ' r a a e a • - • a Y a - • m n _ a _ ,. • • a _ • 1 • , • _ , 6 a 1 I a - _ i _ ■ • - I � ' b a • - 1 ' • ■ N _ T ' • ' • • T ' ' e ' r r e e _ • - - r e • r a e _ _ .T Y e , • _ r e 1 ! e ! . - e • _ , � _ a • r 1, ' ' a F a y 1 ' i` _ e T ■ 1 r , • a , e u J .. _ +■rY _ ,e - T • - e r r , , a _ _ I 4, r .. , e e _ • - a , • I e 1pr. � 1 c T 0 dip r v e • _ • . + ! ! + • 1 e a _ 1 ' , ! I r e _ e r , • I • , r I - - • r - � - 1 1 v _ I S • a r a 1 � � q e e ! a . • r e 04/02/2002 10.15 FAX 801 1916 FFKR ARCHITECfiS r� 021 U 6u T65f 442 North Main Streent Title: Hart Event Center Remvdel Jpb # 0j p73 �sgnr: 31�+c Boun#ifuE, UT 84D70 date: 2;42PM, Z3,1A�! 02 Description (809) 298-8795 : Phane (801) 2984132Fax scope nor+_ user; M -0504651{c , OQiENFC�� C .s.a, AsEginaese-rsir�;�-software Cantilevered Retaining s_�--P--------- IEEEEPA� ae I Description Elertdcal Endosure Retaining Wall c: m documentscntrcal D1073_ecw:Cg, I rulatfa Retained Height Wall height abs.,5011 :Slope Behind VVall Hagh t Of Soil over, 011 Dens Wind on Stem -=- . 00 ft 1.00 ft 0-00:1 36.00 in 110,00 P Soil Data Allow Soil Hearing '= 2�uco.o psf Equivalent Fl Heed Active Piessure 40.0 Toe Adiw Pressure a0 Passive Pressure 250,0 Wafer height over heel 0,0 ft F��ng�j�ji Fri'tic� 243 -f oil height to ; nor for passive pressure L Utd 1 13 U HT] n g LO BC1 ,..tires uItnt err, T U72 lbs 6.65 i Q11 Pressure @ Toe _ I T 892 st OK � Soil Pres. �r '� I � 137- pf Mbi %000f p Soli Pressure Less I FaGtoredl @ Toe 21390 psf AC I FaCtored @ Heel 172 psf Footing Shear @ Toe 19-9 psi OK Shear @ Heel- - i Affawab�e 93-1 psip Wall Stability . 11 psi 16.0 I Sliding -# 4 (P 12-00 in 1.99 OK Sliding Gale (Vertical pon nt Used) Lateral Sliding Force 21024-3 lbs I 0' A Ras S Ive Forte i 21000,0 ih less I DO% Friction Forca 22028.8 lbs Added Force ! 'd 0.0 lbs OK ....for 1, . 1 Stability 0.0 lbs OK Factored PreSS,Ure ' ' U mrd 1j' Dawmvard Design Actual 1 -Way Shear I Eaw 1 -Way Shear Tce Reinforcing Heel Reinforc, Key inforc-In Toe Heel - 21390 172 pf 14577 r 570 3,282 570 19,94 42.16 psi 93,11 . 11 psi 16.0 I -# 4 (P 12-00 in None SpeCd 0.400 Footing Strengths & birn_�_ ensions rc = 3,000 psi Min, As 11/o Toe Width Heel Width Total FWing Width Fciooting 'Thickness Fy 60Y000 Psi 0.0014 2-17 ff . 8312.00 in Key Width 0.00 in - n Key Depth 0,00 in Key Di.Stance fmm Toe - 0.00 ft Dover @ Top = 100 -in gym-, ; 3,00 in L tri# ion Top Stem Deskqri height Stem OK all MaterjaJ Above or Fit Concrete Thickness 6.00 Rebar Size Rebar Sparing 6.00 Fp-r Plate of Center Desrgn Data fb/FB + rF -� Total Force @ Sect- icin lbs = 21795,3 Moment_ -Actual = 8,654.4 Moment,_Au = 9.4519,0 Shear. -,..Actual psi i psi = 911 Baf DMIOP ABOVE ht� in = 21.36 Bar Lap/Hook LOW Ht_ in = 8-61 Wail Weiht = 96.7 Rebar Depth rd' in 4-00 Masonry DatarM ._� I FS Solid Grouljing psi pal Inspection -- i { o n' - Short Term Factor Equi, Scgid Thick, Mases ry Block Tom. Normal W e+ Cont rete � h � FY c .- 310-00-o psi = 50P000_0 s@ 48.25 in. #8((D 48- mom, in, 37.00 i '�F� 5 in, �Fj@ 4 YHeel- #4@ 12.25 #5@ 19 00 In, @ 36.76 in, 48,25 in, � din � N #19 04/02/2002 10:16 A 1 539 1916 FFKR ARCHITECTS022 C. UI TSSE 442 North Main Street Bountiful, UT 84010 (8(11) 298-8796'.-, Phone (80'f) 298-713 :Fax Rev- s501 c5� Title - Hart Event Center Remodel Osgnr: JWP Description -, Scope uxr: Kw-o,6Dq 551 ver s.s.O, 2s-sf!p-7001 Cantilevered RL%taintrig wa ([ i483-ZO�i ENE�CALC Engineering 5ofiware Description Electr'caf Enclosure Retaining W211 Itern HEei Active Pressure Toe Active Pressure Surcharge Over Toe Adjaeent Fooling Load Added Lateraf Load Load @ Stern Abp Soil seisftcLoad Total - -------------- rr , - � ti Forces & MOMents Force Dislance Moment Ib 21000,0 133 Resi-stinglOverturning Rata 2102--- 0,T.M. 255. 2.30 Vertical Loads tiled for Soil Prerswe = 510 71.9 lbs f.ia1 CDPonnt of actin pressure used for so[l pressure 11 Design r. Job [ire.,2:42PM, 23 JAN 02 Page tLls J r ai\0 W 3. : Ca Icu Ilton +IErrEREI TING, Ems Force # Moment lbs oil Over Heal 2,145.0 192. Qlw Ulf f fret — Surcharge r Heel _ d;amt FoctIng Load AXa1 Dead Load on Stem Soil Over Toe 57 SUrcharge Over Toe Stern W i ki _ Earth @ Stem Transitions Fcoting Weight Key e'ht Vert. Component Total 0.00 71 �0 1.08 774.6 966_7 � 02F416.7 750-0 2.50 1,875-0 495.3 5, GO FW 5,071.9 lbs R.M.= 151943.9 02/2002 10-:16 FAX 801 539 191 1 j 8. in (;onc w1#5 @ 6. in c3lc FFKR ARCHITECTS "12,jn 04/02/2002 10:16 FAX 801 539 1946 .F.FKR ARCHITECTS 1892.3psf ./"02/ 10:17 FAX 1 539 1916 'ANNCR SMITH AStT'ES STRUCTURAL ENGINEERS 442 North Mciri Street T S cutifur,, Utch 8407c) phone 801 298-13795 Fax flo 1 298-11,32 E— :iii timcDcruz.mat PROJECT ARCIiifEC7 FFKR ARCHITECTS n,T FA e)/� 0 4. PRCJECT ATE 025 ve4 PACE. OF � , , T • r ,• F _ " -I l 111 ■ • f a i I - - - " a - s ` , . e . r , b . = . _ _ e r e r , I. .a • _ - 1 - - ` ' ! e _ e r , 1 ' - " ' t " Y _ e I P 1 r Y t I 1 � � a • - - , I � 1 r J , F a m • � L . a a • 4 -Al - Z: JP0 • • � rLI � •� 5 ■ _ I I i 9 e { a • • F • a 7 • - a - I r T S iTL Ll '1/3- PL- • ■ • _ � ! _ • tl _ _ PLF _ • I r J . • . _ _ - I _ - e e 4, L :0 /9 a -?we I I b Az� c,i� t7 li3 e • • ' T ' - - - • - ' - • • - 1 - - r it • • s _. _ _ ,. e , • _ ,. • • + ' ' - - Y 1 ■ i I I ■ q P T • 1 , . I I q - � *4 ■ � • � � ' ' r r r i � q _ e _ • • ± a s • : � _ � ` r _ • _ , ; - • a a I 1 . • e. 1 r e { - _ r i • • - r ® - • e. 13• 1 ' , - 1 a _ ✓ - •, + ■ _ I m - � • T : e . a . r , , . e - - • - ■ 1 1 _ , , eo , a . 9 ■ 1 � � �. r ' ■ 1 ON. 3 b - ■ F a - I I , 7: ° { • AP a F 1 , • ■ � � • � • - ' ° ! i • ` - " a al � , a P _ a . , � _ ➢ I _. - a 1 r . I e j Y F 1 _ r a e s - _ i I I I ■ • r I a ' 1 . a I I 1 1 1 e e a • 1 ! b k , a Jo/l/ • �� • - , � . L • a ° , r ° ` ' - • a • a a { e � e e r a - e • • • r e • . a - - r crpoto� M -P, ■ ■ ■ maws _ 4 - ■ ' • 1 , ° ' e k , 5 • r e n ' 1 P ■ L 1 e • _ r • s 1 _ 1 _ e TL � - ' m - • , a a _ ; ., a _ , • _ _ ` , � , _ • ± ! • e ! a a • � _ , • r • , u _ e _ • a • r • _. e I • L - e . L L) 4L L BL �• _ , e � a • • _, • s - - - M F r e e _ _ s e a , e • r F f • a a . r •� _ _ _ ! _ • e _ a - P • 1 e e • L { Y • e I r a 1 I I . r I • • _ o - - _ I 1 - , • T - n _ _ , - - • L _ _ e a u • a i r _ a � e • r a ' e e , r • - - e e e e .. • .1 a k 1 � ' • ,,. _ r - I , _ • - . e _ r - � 1 s - f • . • r • - • - e e - - e I e e e a _ _. e . 04/02/2002 10:17 FAX 801 539 TrANIff Jmllm k )EmVlATrg STRUCTURAL ENGINEERS 442 North Main Streel T S 9aunti}uf. Utah 8401fl Phone(8101) 288 -$5 �i� �x so129��1132 Z— mc, #s"ApOro 1g_nct 116 FFR ARCHITECTS R2T v P5"rti.�GEn.TC•rC K.�nnaDr=r MCFfrI'ECT' f�' r LOCJ►TEDH 026 F_ - DATE ENG1NEER PD. c r r I � oil —DL I n r_ r a r e__ r• � — _ f- d I Y r 1 1 I • b � —5 P — i IF -e TEEEE _ _ r + ° r r I. Y — + 1 . e _ m • _ . _ _ _ _ • • - " e e n - - — - - — - L) LsF _ •• - • - m 15 C7- ! _ Y - 1 n n _ !� • F T - v + i _ .m . r ■ _ r � 0 6. If of - - - e - - - , m r ■ - - + + 1 - - � - - • AF � • _ i 1 1 - 1 I ■ a 1 1 1 • , , r r, 1 _ _ R ,, t IF 77 L F i ' r r 7Z? 0-5 1 _ +P� r I ' 1 1 J _ 1 i ■ - ■ LPL 1 1 11 Pi I I 10 9. 1 ivs- EcVP 54P. 1 b 1 r r 1 • , .. , • . _ ' � • ' J - • � � e - ` ' , r _ m • � , . +. ; e , • Y _ , + , = 1 , ' , h I 1 I _ ,. P • _ - • , • • n n. r _ _ _ _ , , _ , • • m , • F • • a n + Y , • m - , , Y.. _ n , 1 , • n ems. • _ - 1 - m + , , • , ; n m ,• - + • _ _ _ s r , _ ' ' • b 'Sam � r i 1 i ! 7 I 1 r i 1 04/02/2002 10:1 FAX 801 539 1916 FVKR ARCHITECTS TS5E Title ; Hart Event Center Remade) ti 1 442 Nnrth Main Shoat Dsgnr,h dVVC Date: 11: 1 5A M I Bounti-lull UT b4010 Description SL(801) 299-8795 Phone 1F 7 (801) 298-1132 ; Fax u , 'KW -0 6 S I f ver 515101 .5.01 25 -Sp -p-2001 - - - - Lr-)1993-2001ENERCALC Engineering of are Steel Beam Design C: \M1v documerds Description BEAM 51IPPC]RTIN!_ CDC nv17nn General information Steel Section ; W1 2X26 entrap Left Cana, fghl Can( Lu.- Unbraced Length mint LOUIS Dmd Load Live Lid Short Term Location Summary 1 6.400 11+333 Z027 Job #01073 'age 1 ��;a1AL0D,; Calculation lcuhafio jjs are designed to AISCEd ft -10h ASD and 1997 UBC Requirenwnts Pinned-Pinned 22 - 67 ft. B (, Added to Loads -00 ft L & ST Act Ther 0.O h 11.00 ft M7 Using, W1 ZX26 sec;tion, Span = 22.67ft, i~y - 50.aksi End Fixity = M n , Lu =1 !,Goff LU F = 1.000 Mom .000 Actual n1 37.934 -tt fb .- Sending Stress 13,634 ksi M F Lcqd Duration Fa ct' I astir nodulus we ,0-I 1,00 2x,000.0 ksi Static Load CasBeam Uig e GvVeStress. -Allowable 65-968 -fit Max. Deflection 23710 ksi I Fv Length/DL Deal Shear 3.495L r� t L+LL Dell ) Shear tfe s y �1 � . � it . i Force & Str-ess Summary Max. M + Max. M Max IUI @ Lin Max_ N! @ Right ,5hear @ Left Shear @ Right Center fled. Lefl Cann De#] Right Cant aefl _Query Defi @ L Ma)dmum 0 37,93 k -fl 37,93 3,49 3,49 -0,480 in .000 in D.000 in . WO ft 3.49 3.4.E - These columns are Dead + Live Load Y'+4! laced as nuted .>> LL T LL LLQ' _@.�jenlerjft_Qe�ter - 0 0.000 0.000 0.000 0,000 Reaction @ Left 3,49 Reaction @ Rt 3.49 3.49 149 r ca c,d per -1 , - "'L/ tri Properties VV X26 Depth -- 1lVidth Web Thick Flange Thickness Area 1x`.220 in 6_490 in 0.230 in 0.380 in 7.65 int Weight I -XX 1 -YY -r S_YY 2S. 9 8 Wl�ft 204.00 in 17.30 ire 33.388 n 5.331 In 0.000 0.000 M0 -000 r_XX r --YY Fit -ft k k 0.000 in 0.000 in 0.000 i 0.000n k k 5,164 rn 1_5G4 in 1.720 in f- • 2/ 10--18 FAA 801 539 1916 T 442 North Main Street Bountiful, UT 84010 (BI31) 298`879, PtjoLne Rev.. Pax Ur; KVVaDE I , Vey 5. 5 n:— ..------ FFKR ARCHITECTS Tine ; Kari �v�n� Center Rern��} Dsgnr: JWC Description scope Date 1. 11: 1 8AMP 0 01073 1 FSS 0 1C11!)ts1-2`a01 ENERCi4l.0 C�� Reenn 9 fiware Steel beam Design Descri-potI",vr� BEAM SUp�QRTI�IG SPEAKERSr- �j dacumentnenePage 2 cw.Calcu�atias� Sketch & Diagram RAMX w 3.495, Vrw w 3.49 t4k Mmar = 37,W -ft 1 4D i -4 shwrLaW (k) T-01 VIkart=].: M �� F r I � i I , ,Il � !• I .CII rl .24 2 ,.I bk iff-ft -irk 07 n AD 4 MFQIM� U1 E7 �I ki*7 r,r� _J II�al I5i l��yl ��l l l�I �� Vil_ �'rip � 'I 4 j , + ! I I pill. 10.d�rF� rl fl�'� 4,{x{131 0�, _ 41.1 I., r,I3�' ..- hP' + I ' 'IL .... - 16 A" Monbey r 11 - 4-_ L I h[ �I ki*7 r,r� _J II�al I5i l��yl ��l l l�I �� Vil_ �'rip � 'I 4 j , + ! I I pill. 10.d�rF� rl fl�'� 4,{x{131 0�, _ 41.1 I., r,I3�' ..- hP' + I ' 'IL .... - 16 A" Monbey r 11 04/0212002 10:18 FAX 1 539 1916 FFKR ARCHITECTS TSSE �Itie : Hart Event Center Remodel 442 North Main Street Dsgn;, J1NC Bouiltiful, UT $4D10 DeSCrtption TF t001) 16A -A795: Phone 2984132 : Fax Scopep, FRer: PCV1l-0604651,ver 5.5.0 25-5ep-401 '_ _. --�—_�J�3-��4I -5 Ver Eng�nseri�9 5af%varP Steel Beam Des [on wescript[on J OIST SUPPORTING SPEAKERS General Info ation Steed lection W12X14 Center Span Let# Cani.. Right Cant Lu: Untraced Length Paint Loads React Lwd Live Load Steri Term Loci i cn Stirnmary Gate: 11 _1 BAM, documents%enema X029 Jab # 01 073 1 FEB 02 Page I ID73 _e afcU!j)i(,7n h Edition ASD and 1097 U13C Requirenrwntz ..,'i -3- L -2-+l- �-•fir f • - - - - - - - - _.��"� .:*-:'L'F ..`�-�r.�� .�'.°1 � .ti , -••w.. � i�--' • -- - - - Pinned -Pinned 7,00 ft Sin Wt. Added to Lis 0.00 fl LL & STt Teter io _00 ft 7. 00 ft � - - - -- -- - - � rte= � 'Y�'�} �L' 8=! 1•'�•�'�� . ,�� _ f4+�•;r ��...ti.+Y��r. yrY Fu'yt � 1K i 3.500 ir1 ` W12X1 strop, Span = _00ft* Fy =o - � End Fixity = Pinned -Pinned, � i Lu ! .0 , LDF � 1.000 fpm e,nt 1 1 ,287 �- B nclin Stress ,1 fti fb I Fb 0.4431 Sear 3.249 fV : Sheat Stress 1.364 ks° E fV J Fv 0.068 %-1 —Allow—able 25.489 -ft 0.558 l 47,640 k 0, -1 ------------- Force Stress Summary .. Max. M -+ Max. PUI - lltlax. M @ Left Marc M @ Right Shur @ Left Shear @Right Gersten DefI. Left Cant Defi Right Cant iDefl -,Query Deft axirnum 11. 2.9 k -fl 3.25 . 25 k -0,031 in 0. 0 1in noo J 0,100 ft DL Oniv 11-29 3.25 . 25 --031 0.000 0.000 000 Fy 0., ! Load [) Ur aUOn Fador 1.00* FcIal Modulus 29,000.0 �4_ These cotumn are mead LL LL+ T —Center ALgenter 0-000 0,1000 0.000 Reaclim @ Left 3.25 Reaction @ Rt 3.25 325 3-25 Fa a1cid per 1. � , *Ljr > cc, - 25 I Beam -aj or Axis, 0 OU00 * Cb I Fy)l UFT <= (51 OjrOOO * Cb F ^ --S Section PropertiesW12X14- -- -.. - I Depth 1 1-910 in Weight Width 3.9701 1.1 # Web Thick 0200 I n I -YY 138-60 in4 Flange Thickness 0.225 i 2.36 in4 Area 4.16 -1n2 S -YY - 1-78 iii 1. 1 B9 in k k k ft learn OK Static Load Case Governs Stress Max. Deflection Length/DL pefl Lengihl(OL+LL Defl) Live Laid placed LL Canis r_XX r`YY Rt aS Wed —>> LL+T _@Lgaits -0.031 in 21705.0-1 2,705.0 : 1 0.000 in 0, 000 in 0.000 in 0.000 in k 4,615 in 0.x`53 in i_0 in 3,; 1] res F I TSSE 442 North Main 5#reef, Bountifut, UT 84(i10 (601) 293-8795 : Phone FFER ARCHITEc�s Thle; Had went Center n: jw e cript (801) 298-1132 : Fax Scope user: Kw -x604 651 Ver 5.5.0 N113M-200.1 Mr-kALC Eno' &, -- In%.. Ioftware Steel Bea. Design r% uescnption JOIST SUPPORTING SPEAKERS Sketch -+-- Armx!= � •Zlgk max • = .3�2 m = 11.3k -ft D=lr=-0.031n C: � ` a ■ Y Shear Lmd (k) _TIE03� •--r rr.. i r � R.M ax Vmmll rt • 1 { yl 1 L j I]F I I!I I 39 11;4I.+� I 1 • I� 1� �i� �• �Y� w P� YM1I �� ii;l•1 Jill', ' 1 _ ,meq P I t_ .,�. I yW5.n 16 Le --1 " rp u Datc?-- 11 - I BAM Job # ol()73 I FES 02 Page 2 do cuments enercal 01073_etvtir;Cafcufatian L=V,an A 1 c Lp p1F 1111 1 •I ti w 1II •a.�..yyyI I� I tj 7, �'"I� 1� I s• j _!1-�'y _ - - ialJel Irl � � �a•-v s� P ��J F�Ij�p � � 1�1� I � 1 I � �pl�.'IP'7■ 9�°1 IY�l 7 q� E_1 I �_kj i - —....,...x..1.1 •- -, . i F ` 'l��lw [P'. S� �I IF PI `�p1 �I..I1 ` • -YrY . UN J 10:19 FAX 801 539 1916 Tanner smith & Associates 442 North Main Street Bountiful, Utah 8400 FFKR ARCHITECTS Dnr 11 es c ri,pon Job Date: :, 10 D E C 01 scope Ozfuc U W: KW -06031- - FI-,- V6,? ' � Steel �Descripti,on ��- - Page Hart P. E. Build �r- I rte. �'�►. � +� Cal •� .I I � I• j��1� l.�s fi�A �fidl�l_r .�.�,'`r��T+a+�� wal it ING Roof � fY seraInformationVfare deskwL + � .,..■ • r w _ _ �y r nt LLw14nrVAZ1w5X114X3/8 Coater Spars 6,67 Left Ga nt. . 00 ft Right Cant 0.00 Lu, unbraced Length II.: _— 67 ft Point Load - Dead Load Live Load Shorl Term Lott on V ' _ Y FW • � � ya+�la � ° fir• }. � {'TF��;,l�'I � - O,GM _&35 4,B3S Pinned Pini' Bm Wt, Added to Loads LL & ST Act Together F Load Duration Factor Elastic Modulus Ir •� i �I ITe h �Ir1�1Jy-■�''�. �- ... �.—_—_—..:�� --tip,,.._.—,e-wvt•'_�-- Using- LL2.5X2_5XV4X3/8 section Span = 6,67ft Static Load Case Or -an] Un End Fixity - Pinned- nned, L 6.67ftl LOF =Moment --- 1.000 Actual - AllawabIg 0-962 k -ft fb : Bending Stress 22-014 ks! I Z65 k-Tt Max. Deflection 1i_1 _1 Shear 0-527 k 910) K Diefl) 394-9:1 NIFv 0.069 _ e Porce & Stress Summary ---------- I�17), _' ,, I 'F i s �. } -r ir.- �f ._'?z._. Irr'y..,�y � 11 ; ! , ley • '" }e` ,.'. +ti/G�1 fY� .�`�=a r�7�= � n•.�_"Fq �, f � r- ��' � �y�.�l �11�� k �� ms's—�j� hrf IFF�L ray+. 4r. y�r� � �� .r � '" *:i11 Y�'-x-11-5��ri � I - 5�it'Cc•__�' .. I.j'�dl•i"f��v'-._ } Max. M + Max. V - Mak M @ L e ft MaxM @ Right Shear Lei Shear Right MPA v M ,}96 .5 3 0,53 ,� �4_ -f_=r�:r ITS �ih�.� � -� L'' -i ]�I • - � a�columns �.j=� ..� �,• • . ��•F!J�d_��ir{, �y;��ft��I •II ' A4,.I�dN-h,FF=�rh � t _ e 7 ! Live Load'placed ;as noted DAI Y_ qente LL+,T LL LL+T Carts a nt {. r Center Defl. 203 in _0_009 Left Cant '_ aowln 0.000 -02M Right aD Reactian 0- Left n Fn ffi400/ f 0001 iCX)O �A� iii jn 0.000 0-0co 0.000 - in t J ,— _ f --� -- - Reaction @ Rt '53 U.W 0_53 x,53 0,53 0.53 sectionPropertPlOs LL2,5X2t Depth'2.5DO In ght Width 8-M Wrt F n Angle pair . Area S,XX 3-37 1 t a� ir - ft -ft ft --ft 45 t J ,— _ f --� -- - Reaction @ Rt '53 U.W 0_53 x,53 0,53 0.53 sectionPropertPlOs LL2,5X2t Depth'2.5DO In ght Width 8-M Wrt F n Angle pair . Area S,XX 3-37 1 t a� ir - ft -ft ft --ft 45 04/02/2002 10:20 FAX 801 539 1916 Tanner Smith S Associates 442 North Main Street Bountiful, Utah 84410 FFKR ARCH I TETT Title g.nr rip i re16 Da 8: T U 03z Job # 79 DEC 01 scope tr 1tii ua, - - -- _. •_ V8f - ' i_J-q . 'JLr11- . Win. 31 �a ERdALC Steel - Descript- forl L � s�-i ��'Il"'��LJI�'��rsy,,��j�11 ' �a'_��" .Ir�/ 3 {y� .7•�.1T'+- � J ��1"� r-��a�; �3e a��l.� j � x� � .ate, �' '�• ..�� :.Zl��r�.aI�`Y:�� "� 'fie �.,�,�, � I,.� {� �� i�' Bui !��eeal�l1�'�Jsfs��&d.'L�� "rT'-r`F_{�{ Jti'�'•p, 1 , 11�` I•a v �Iy �. t• �� Hart . r]M��.�- frk ng Cat Walks at the Roof zm- 1 1 General Informati-on w' ! ,l .i�r� er 1 CajCU1aV()nS are dusigned to AISC Oth E—dw. ip i El d 1997 USC Requirements F. steel sectinn i � � � '�'-a-- � � �'i: 1� • � , �°ria, �� : ,r�.�y, ,, . � �`'�[� �Y I . .- �"'Fr, - � �..�. I� �, e � , CTi�f',`k.er••: Jti • .',�J',�i r •� it �•• �'_ J"�.•r: f' 1J,�l.rR•,t,i Center Span Left Cant. Right Cant Lu: Unbraced Length i 1----I - ea • , Point Loads 6-67 'nned-Pian d LO U Duration Factor Bm Wt- Added to Loads ,Mastic Mi3dulus 0.00 ft LL ST Act Together -67 .. - s�. ............ 36ri Dead Load _� : >r Live Load D,O _ Short Term Location _� -835 Su mmary +-.,::.ter_+�..�� _�--�.,_- _.-�� -- --- - • - - - rr �7 — 5 : EnCJ Fixity = Finned -F nned, Lu = &67ftl LOF = J,wo —Actual Allowable moment 0,,973 y 1 010 aPt �h�f'e�":" 'Ahl a ', 7�v ' f �r Beam OK Static Load Case Governs Stress ' Max. 1 r�r Stress 1 ,� ksr . 1 fh I Fb 0.777 1 engthiDL Defl 89M.4 I 1 Shear 11 .250 k Length/(CSL+LL Defi) 4711 1 Shear Stress � � 14.400 fV I FV 0.047 a 1 �-ate-,. i_ _ •I 1_,u4—. �a� force & StressSummary +•,'�.�f,�' i � 'f � " • 1, eL. �.3 _ . �.r•r ick` _ �� a,771. i IY I. 7r i .r•. .` •, C44Il - F)P - �.a� 71.. I. i• rfl�••�{�k `p— . +'w a LJ �y'� °°�r�e � JY�F �� .,, ,� .ir; �i71 �' +}��ai•?''T 44 Ire 5� �°. � l = ' ��la � ,•�� 4d�r�il� eTl-,; .fie e�i� +4'4�Ir �+! driFl�" �� Max. M + max, llll Mix. M @ deft itilfax. M (g� Right Shear Left Sear Ftlgh! may �Mum 0.97 k4l. -53 k 0.53 DL 0.09 dol - 0;3c o1LAI II ti A+d U 82 0 + UVe Loaf P IWed as noted LL LL+T LL LL+ST Centerffl,!�enter_ 0.97 Z Can -' at k -f# k -ft k Center DO. . 1 /0 in 0 _ 170 1-70 Left Cara Deft i .Ow in Right Ciant DO . in0,000 In Defi JJJ O.O' O.WO in Reaction @ Left R53 O. Reaction @ Rt 0,53 k 0.03 0.53 0.53 Section Properties • SX f 5X1 1 -i /it Depth e. -,,.I F,7j J'i1M�o�*��-�•L .fFi.Jt�'i-� _.tt _'f.�.'. ,t - �~� .. � ti 2.500 fn ''._ �-A Iff "i% En, E 75r r- � 762 in �'l�i ein 1'VV �� 1 ire r- Area q-zz in r9W in am3 ire .Nle Sparing 1:375 1 I 02 10:20 FAX 801 539 1916 Tanner 5m ith 9. Associates 442 North Main Street 130untiful, Utah 84U10 FFKR ARCHITECTS Tifle 1 D r." Descapt ion Scam Vil Lep- ; 0 1 AM f Jots 10 DEG 01 �-� _YY- • • r��_�_��.��,.awifV�e r��.Jli��•I�'��■�j u■rli fl �■dl. w,. it?� �� , y 4%•. 7 � •t Design Page Des riHart , ... ■■ + - W„ r �t-•%'.� +■�� :�r .,r 'e Fes. 1 P., E. BUIlding •er ! r5 .cl.-Iq IM•4 1 y �Y��4r i�+J■i;' ��t a' R.1. �C� r 1gryi Cat Walks at the Roof Generai Info ati ;I;:' �21' 13 jl M F_" -, Ile 'i Steel Sec fin R LL2jR5 Center $par Left Cant, Right Cant LU Unbraoed Length I � Point Loads :? IVEO LO (I Live Lund StIort Term Location SUMM-� .�� a ONj X1 6X318 I 9 designed to ATSC 9th Edition ASI) a n d 199- fZequirements Pinned-Pinned . m't■ Added ad L[Ion Factor 0,00 ft LL & ST Act Together asfir, Modulus 0.00 ff . 67 ft MON �� a er,IIIII rft 4 it "�■.ii➢i if _._.arra �.;� — — ti 36 - OCAS! 1.00 29,x.0 ksi +-. � - ��F,,'.t� li:�' ,- 5<_■��,r�f Tom. .-..1..,..� I LL2-5X2XS/16X,3,Seam OK IS section, Span ' 6 , 67 Static Load Case Governs End Fixity 1rin-Pjnnedl LLQ " ftr L D = 17 Actual �Jc+�rtir� Moment 0.967 -f Bend - 1 fh ■ I Fb 0.679 = 1 Len thI L Deaf 1 N Shear Stress 0-847 ksl 14.400 ks-1 fV 1 Fv 0.0598-1 �r�lr�fl�•d':�°�?�� .1 .� F�``��"`�'�� 72 i�,+t _ � R� da , i 11 rli�� LF��41i �i.��1 A -Re+:■ Lrs,7�`�rJ ,i '--�.i� � �fC Y�,�_.. � • - ■ r i .. � e� -� °� e�i. �_�- - ■ LIV � %•�, �, ■. � ��+��T-° �^4��r �� 11�CS;r•,�.��`rr~ i �"� }�i�liT* ■1 ' i � � .ii■7��*�.+•c Jj' li�l'��r= £i i � 1� fj �1�6 �}�' y 4� 1: �'a. ��.a ,� ` k' �. �,+��! ��•s.J� ,�... � _ F� These! � ��•ru+I 1 1.r •1. sIL . 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O.M OM a53 -03 0.53 X2X5116X3i8 i1'r _Y�� _ j1 �.� �° _.�,=�?3 .- -- � -• '� 'F ° - � spy weight , � :. {� �J _ire 8x90 /ft ,� � .58 Ifs '_ I I� H2 ,_ 0.934W 0- 722 Cn r-xx r`YY Angle Spacing k r 777 i ri 0,94B in ■ in 04/02/2002 10:21 FAX 801 539 1916 F ARCHITECTS TANNER SWH & ASSOCIATES STRUCTURAL ENGINEERS P ROJWT U 034 -442 Narlh Mama StrVej - PRWECT I PACS Sou"t1ful. Utah a4OV73 , ARCHnCT Phone do 1. —��i DAT Few aw 2sa-1 1,32 AMR dy . y , e r y J • -. r _ • • _ , I P r - ■ w a _ , r L I r • , r 1 � r Ar J _ t ° ■ ! I 1 I ■ a _ _ k I of ■ • y P Y - � � . a • a , e _ - a ■ s a ■ a r , + .! r � : ■ c - s 1 : . . 1 = • , � + • a a a a. . • � I ■ _ � - � p 1 ■ • p j, , -k - L - - d y • • - „ 1 e e F ■ I w 1 I.■ \ IN IN 1 f F ■ ■ Y ■ 1 Y 1 • •. • � 'F _ L 7 i k f I p y r Y Y + P ' , P + ■ ■ � ■ a e _ a p Y I Y 9 , ■ . Y 55 . 1 �1 1 * i IN _ Y , A j ! a p L y f �•i`1 n � � a a ■ Y L ■. ! 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GGGlllsssJJ!!! 1 a a, p a _ P r r ` - • - ., _ _ s • . • 1 4 ~ T - { i r ; + Y • ' ' r ° - r � -• - • P ' _ 7 ■: a _ I J _ - Y , a r r • 1 _ • • = , ' • r m • J Y a : ! a _ T a� • • • y , • I , r , ` , - .. - r a f _ - - '1 _ n e _ _ • • �,r��'rw+* _ _ �v - .0 ib • ' P I I 1 Y ° ° - ^ - - - - " ■ 1 - •. ■ + - i t y. a r , l SIIdit.�QI +� - ■ . r , J i'a a r I ■ ,i,P d r P�''r`y _ +I11! ■ r P�l9t+'. $ ar �� -! ' �1 • �+ a • ° • x a _ ., 1 it s , _ e!l•RI w Y , i ' �T FFKR ARCHITECTS LDCAInopi /3 • ---Azi -_, a. 5� 1� a r a PRCUECT BATE ENGINEER Amm gm=m PAGE- Win Ricks College Physical Plant 213 Physical Plant Rexburg, Idaho 83460-8205 (208) 356.2449 Fax (208) 356-2490 Letter of Transmittal Date: GI n i2UOZ Project # Attention: \(Act. Project Title:++� I 14 We are sending you @rAttached Q Cinder separate cover via Mud the following 'items: U Shop Drawings ❑Prints 13 Plans ❑Samples U Specifications IJ Copy of Letter ❑Change Order "Other: STiztIGTVPAI.. GAt.C.s Copies Date No. Description These are transmitted as checked below: ❑ For approval Far your use U As Requested LJ Approved as submitted 13 Approved as noted J Retumed for corrections U For review and comment J IJ For Bids Due Romarks: Capy to . - U Resubmit 13 Submit U Return copies for approval copies for approval corrected prints 20 Q Pri"nts returned after loan to us Signed: ---- �Aftw--- 03/2.9/02 FRI 10:57 FAX 801 298 1132 T 5 S E U 001 Tanner Smith 8 Associates Phone- (801) 298-8195 442 North Mair Street Fax, (601) 298-11%32 Bountiful, Utah 84410 ksseQaros.net TIS / .6 4 To: .MP f Phone: Re: ❑ Urgent Comments-. ❑ For Review TA - From: Pa.-, pjro- 11;�11 Date: 312.1 /a -L., ❑ Please Comment 11 Please Rept d90 SIE (including this sheet) D Pleases Recycle yi"- 7 -Iwo 00%�.jd� / ri /29/02 F I 10:57 FAX801 298 1132 T S S E a 002 STRUCTURAL ENGINEERING CALCULATIONS for the Brigham Young University, Idaho Rexburg, Idaho Architect FFKR, Architects prepared by Tanner Smith & Associates Structural Engineers March,, 2002 03/29/02 FI 10:58 FAX 801 298 1132 TANNER SMITH & ASSOCIATES STRUCTURAL ENGMERS 442 North -"n MuStrect Tfs ountif u 1, UtOh 84010 Phone 801 SIF295 .87-9.5 8'01 298--1 1 ,32 I - PROJECT T S S E �Lf .HRCT LOCATION'' DATE ENGINEER 03/29/02 FRI10x`58 FAX 801 298 1132 TANNER ITH & ASSOCIATES TSS E C- m LY i r -r PRlI 442 Northci2ount;fu[ 4 n street S phame Utch L9407 () A.RCHfrE,CT Foy DATE l � tnGf;cfj.r1t I W-ATIA ENCINECR OF 03/29i02 FRI 10 : 'Zm)9 FAX 801 298 1132 T S 5 E I'ANNER SMITH AssocIATEs F%,U�,IWVAL Ltd PROJECT 442 North tin Strajq PROJECTT S. � Bountiful, Utch 5401 Phone 801 298-579.5 I �l�i`i �T DATE Fox 801 2991 1-3 E -MC311 tSteDciras.net L 4TIO-N ENGWEER OF 03/29/02 F I 1,0.-59 FAX 801 298 1132 TANNER SVITH & ASGfTE STRUCTURAL ENGINEERS 442 North Main Street Ts fou nA T fu f. Lito h J90 1 0 Phone 1101298—B795 Fa it 801 298 � 11.3 PROJECT T E eeeeeKA MOO PRWECT PAC E: ARCHITECT DATA LOCAMN ENGINEER OF i • � ' _ e ' _ _. e .. F e • I e .. e i _. _ e e I e . a , z , .. e _ _ , ' _ _ . -. _ •. e fflw „u Lr� — • e �of . o r_� ' _ _ _ _ ° ' ' a - ,• ' ` a i • a , o e . = e _ _ a ,� e _ _, . _ r _ ' e e ° e • , e e , , • e , _ v • • . ' - ' , _ , + r _ r ' _ ' ' , e _ .. _ e — r a 1 ,. e a e e _ .e — e _ e• e 1 _ • e • ' " , • . ` � e e ' e • + a _ : r e a � _ a _ ± h • m _ .. 1 ` • ± e e � e • .a a e - , . ' _ " r . _ _ _ , , e , .. • _ , e _ .� , — ,. � e � , _ ' _ , I e e m e e _ - _ r - a e a - r e a _ e _ _ ' , _ _ , a ' r _ _ e . .. ' ' ' r —` - e , e i , r - a .. e ° y _. e _ i _ e° _ . � ' _ • e ` ! r e e ! e . I 1 1 { _ 03/29/02 F I 11:00 FAX 801 298 1132 TANE JTH AJTE STRUCTURAL ENGINEERS 442 North AAnin Street TiS ountalu[I. Utah 8401 a Phone 101 298-8795 Fax 801 298-11-32 E - Ort tees ares..'ne t —•Lss PRCJECT PAGE- ARCHffECT ATE _ , _ _ Y • Y L _ _ _ , _ , e e e _ Y _ ` _ a _ v e J e _ � _ Y ei - e — • Y u. _ a 1 , _ .. - ' r Y Y e _ _ r , , '. e • d ,. _ 1 e e e ! e r e a _ r t _ n e ' ' ' • a - ' - a • Y P ° ! , a .. Y ' A • Y s e .. _ _ , e a e u e. _ _ , .. • L e , , — e e ' r Y r Y • - Y — _ u _ , — r v - e • _ ., _ , • 1 , • a e , ,. e Y , i • • • a a a _ e - r • ' ' . ' - ,�-'�� rL�s—�•_.. , � L , — - - ; - e e _ e ` , e e qe e Y e " = e _ e _ L >< ep — a , eeeed•� � � ® -- 1 _ � Y a ; r Y e _ v Y w . e , a r - - - - Ad 33 d4 • e a _ e - P Y YI r a � 49 r e _ ' - - e• e • Y ,. 1. , , 7 4.4 v i a r , • a _ _ - 20 e . ate—._ .a.. ...• ... _� � � � � - � - Y 03/29102 FRI 11:00 FAX 801 298 1132 T r�ri• TANNER SMITH & ASSOCIATES STRUCTURAL E I EE 44-2 t4orth I o -n I Street Ts auntiful# Uch 84010 Phone. (801)298 879,5 Fra ic (8 01) E —caj tstcDoros.net PROJECT PROJECT I PAGE: ARCHrTECT DATE ENGNEER 29/0.2 FRI 11:01 FAX 801 298 113.2 T T S S E O's m = 0.526 vmax @ lei = 0.52 k - G.G7 t Immex = C,,9,r,-, k -ft Rmax = 0.526 k f4 rt = 0.526 k 03/29/02 11: 01 FAX 8Q1 298 X132 T 5 S E TSSE 442 North Main Street 8v untifut, UT 84010 S+F (841) 298-8795 : Phone (801) 298-11,32 Fax aQv: sso � as ._._.. .. . 11rnr• wxi ncnaira.-- Title : H a rt Event 'Center Remodel Dsgnr: J VV Description : pope 65 1, uef �.�_U, ��-��-x�1 Steel Beam Design (e.)1983-2001 ENERCALC Engineerin�f Sof'�nrare Description CA ALK ANGLE'-B,EAM SUPPORT General Information Steel Section : LL2.5X2X5116X3/8 Late: 1.31 PM, Job # 01073 1 FEB 02 CAMY rpt gion.euv, alculation i — ------------- Calculations are designed to AISC 9th Edition ASD and 1�97 UBCRequi-rerne '_��._4�°��'�-.�_'�'..�:`�tiX'.�*��$r•+:••�E.•�:'Frac,l��L��r��.�ti--�v�.r.v�Y_. ints Center pan Pinned -Pinned . BWit_ d fo Loads Lefi n. 0.00 ft L & ST Act Tcx Right Cant 0.00 Lu : Untraced Length 6.67 ft Point Loads Dead L Live Load 0.500 0.500 Shorl Term Lion 1.835 4.635 Surnmary Using, LL.X2_X/1 6X3/8 section, Span = 6.67ftl Fy = _[i End F_ i = Pinned -Pinned Lu Actual Moment 0.966 -t Co.- Bending Sirens 16-052 ksj. fb I Fb 0.676 Shear 0.530 Shear Stress 0,648 i Fv 0.059 Z-1 [Force & Stre.s.s c'' ti:n1 Allowable 1.850k -ft 23760 i 11,250 14,400 ksi Fy 36, 00 k si Load Duration Factor 1.00 Beam OK Static Load Case Governs Stress Max, Deflection Length/DL pefl Lengthi(aL+LL C}efl) - �1 81 in 9,256,5 : 1 441.2:1 DL LL LLAT MaximumOntv (W Center ff I -L LL+T Max, cants Max, }05 1: Max.M @ Left loft Max, M @ Rightk-ft Shear @ Left 0.53 k D.03 0.53 -ft hear @ Right Offi53 k 0.03 Center Defl, -0.81 i -0,00 Left Cant Defi 0. 000 in 0.000 000 0,000 0-000 in Right Cant Deft -000 in 0.000 x.000 in ...Query Defi @ 0.00 ,0 0.000 0.000 0-000 0.000 in 0.000 0.000 U00 0. Reaction @ L 0-03 0. React -ion (M Rt 0.53 0.0 3 0.53 53 kk Section Properties-LL2v5X2X5/16X318��.. Depth 2.500 in Weight Width -375 i . 777 in �~ � � ink Thickness 0,313 n 2.36 jn4 r-yy 0.948 in Area S -XX .0.934 in3 Angle Spacing 0. 375 In 2.62 in2 S -YY 0,722 M3 ps 03/29/02 F ,is 11:02 FAX 801 298 1132 TSSE 442 North Main Street Bountiful UT84P1Q T S S E Title - Hart Event Center Remodel Dsgnr- Jam' C Date: Description : (801) 298-8795 Phone Sco e: (801 ) 29B-1 132 Fax Kev: �Oujv) User: KW-06Gq65-1 -�t L, V2r `,5-0. 25 -Sep -2001 :01983-2001 ENERCALC Erigmeering Softwarf- Description Sketch & Diagram Steel Beam Design CATWALK ANGLE BEAM SUPPORT kmax = 0.529k Wnax 0 kft -;- 0.5-2-9k Mnlax 1.0k -ft Dmax a 01�1 job# 010-(3 1:31 PM, I FEB 02 Page 2 or_ urne n ts-\e n e rca I \0 10 7 3. e cvv.- ca I c u [a ti of, 21 14- -j Shear Lmatw Ak-r--q- A4�;� 1-33 J37 07 It ■�+��■e��'•-�yr' ,Ir rl l+I' �1, ki'la 'w5':15 lip! 6 111 ir 0 1- .1 111q 1.1 se I Wj p I�lesl I��' �, ��:;illi �� I II��.�� j � r E_ d.,II. ,. f 1j. ji. 11]111, s 4HJ;I o f K33 6-6.7 L d 06- ---6-67 I I INIMP p, !r rII 1�',�p�atG �tlel � �I' � I� I •�-- ... � -T rl .�� + Ik y� �tJ j r o- # {'�I , Icy I a�: I ! Iwl. .� j �� 1j • I �r� 4, V 70, is 7 'LO 16 �W ect on (in Lo=�Dn Along Mmnbu (ft) 03/29/02 FI 11:03 FAX 801 298 1 132 TANNER SMITH & ASSOCIATES TE KA MI Vd md STRUCTURAL E I E S PROJECT 442 North Main - trnet PROJECT Bountiful. Uta 8 10 Phone01 295-8795 QArE Fox is"Cli 298-11,32 E— LCCATION ENGINEFER OF 7"�qfLL 0. ma m _ , • e .� _fie _ e _ e e _ e _ _ _ � " � � • ~� �+ • e .. _ � e — —. — - - _ — e : e e. - e e s w ; - v e e .. e. _ _ ' • . e . I I - _ e• - ! k — — + . I p e I At 67 - — • � • _ , �a m 1p ........ ... Y _ ' _ ' — , • m. 1 z e. it _ e 03/29/02 FI 11:03 FAX 801 298 1132 T S S E Z 01. 3 "'ANNE,R SMITH ASSOCIATES STRUMURAL ENGINEERS 4-42 c rt h c ; n strael Tis 80untiful, Utch 84010 Phone 298-5 ST E--mo')l t9mcoarou.nti Fcx (80 1) 298-11,32 PROJECT ARCHfrECf lZT �. t/E fi.'t C r AjT �Fk NEW-rifn PRWECT -0/07 DATE LoWtO Eli( N t� NEW p�ENIN�I JA/ Zk'C "RIO NEw p�E,n,:,Nc�. sizF QUER 1�-CAQ TNc cpn.C,. vl� T:Ht NEW oPENtni4� IS S'-Zd. T�'1 !S DEEP En vvC»N �o(j -CHS L-OA.O •�JL�?�.� Ti-u� o�ENlu� To C�c 7.gFF�EI7 7'o tr7Nb2 Slat oFTrs� OPEN�Nvj wIiN 40 itis Lo,qD.......... -SElSMr C L OF7 .�o .o � `,,- f-0 (e L - u•z S= �a Sv- l �. = ��l.o�(p•zy��,o)(ILIS,PjF, ` 13'............ 9,Z�SF i f ��-c,� P LaI,o)(0-.z4 iz�� IYS36.5PsF P p (3 7, =Eel fog T,) zy:3 GPSF .......... FofR i1 s D 13�-=�9PsF�l6� y�/1J3�-3 ��zl�L P 03/29/02 F I 11:04 FAX 801 298 113 TANNER ITIS & ASSC)CjATES STRUCTURAL ENGINEERS 442 North Mair, Sheet TS ountfllp Utah B140-10 phone 8 l 298-1$ Fqx 81D' 298-11-32 E—mail tsuccaros.net RRaJEcrH � �- a � l� � � t � E n, i � +� PROJECT I ARccHrrEc� F F oar � z� ZQpLOCAPON� ExGrNEER T L'Oolv C. OF a F DPEA/i/U Ir r AYT - � � � ,, —e. ee e _ee __= °fie. _e__aee.__ _ _•`•• I.. L h - • e e e e , _ • e ., .. r ; e .. _ e e • e • m _ e _ e e _ .� e _ e .. e e � � r r , _ .. a . Y — r • , • n • _ l 1 e e e a _ a _ — — L + , - a _ e a e a" ° e ; r 1 � �e r • a s : u r ; S a a • — c e r + ' - e /VD L. I Is i .. - e a • r a — _ 1 e n 1 I _ _ _. 03/29/02 111.04 FAX 801 298 1132 TSS E 442 North Main Street Bountiful, UT 84010 (801) 298-8795 : Phone (801) 298-1132 :Fax Rav• GSninn T Title: Hart Evert Center Remodel Dsgnr- JW Description Scope Jab # 01073- Date: 1X73Date. 5:57PM, 23 JAN 02 NMI K*06N6SI Ver 5-5,0 25-Sep,2DOI CC : 3-2001 Erq� �C En tll Tilt.-UpWall Panel i Pae I r�r� Description - ___ " c:\mv dvcurrrenks enercai D IQ73.erw:Calrui��la� Existing Conc;. Wall used as a Jamb General Information Calculations are yin � � � � 1897 UBC quire int lear Height 15.GDO fl f . P000.0 psi Parapet Height 0.000 ft F y 401000.0 psi Seismic Zone 3 Thickness 12.000 in Phi 0.900 Min Vert Steel % 0.0020 Bar Size 'WMin Hor � Steel 0,0012 Width 1 2.000 i r Bar Spacing 12.000 -r Bar Depth Wail Seismic Factor 0#2520 irn Deft, Ratio Farm Seismic Factor 0.3000 LL & ST Not Combined Concrete Weight 145.00 Pcf Using: B Sec, 1914.8 method... reflections are Iterated _ w ap t Weight Counteracts Midd le Loads Lateral Loads Wind Load Point Load .. height oad type Latera t Load ...distance to top ...distance to be t ... load type Wail Analysis B a i I /o P -Delta 6-asic M w1 P -Delta Moment Excess of Mcr Max. P -D fto Deffectbri Max P -Delta Moment 67.100 Psf Ib ft Seismic Vertical Loads Uniform OL Unfform LL r . eccentri ity Concentric DL 108-75 ncentri LL 1415-000 ft Se9.833 S f m i "I" Magnifier -- ISIMM Wird "I" Magnifier MaAmurn Allow Viertj al Ear Spacing MaXii.Mum allow Horizontal Bar Spacing Summary For Factored Load tree Seismic Find -017 0.020 in 319575-3 371480.2 in-# 0,0 0.0 it 0.017 .0 in 0762* 37,670.5 in-# 7,800-00 lbs lbs ,000 1.0010 For Service Load Deflect -tons Seismic Wind 0.012 0-016 in 221553.8 29!395.2 ire-# 0,0 0. 0 -Ir 0.012 0.016 in 22,9.3 38A in 8.333 it Pai-apet Bar Spacing 'd : SEISMIC, r8p t Bar Spacing ' T VVIND D .333 in Wall Design DK 15.00ft clear height, 0.00ft parapet, 12.00in thirk with #4 bars at 12-00in on center, d= 9.DQin, f � _ 41000-op.Using: UBC Sec. 1'914.8 methad...Deflections are Iterated Factored Load Sending 'Wind load Governs i Maximum iterated Moment: Mu Moment Capacity Mn * Phi : Moment Capacq Applied: Mu Mid -Span Applied: Mu Top of Wall MaxIterated Service Load Deflection Actual Deflection Rat -10 Actual ein for' ing Percentage U13C :Allow- = _ * hBf Actual Axial Strom ; pw + ISO ) / Ag Allowable Axial Stress = 0,04 rp In 111 0878.94 1 n-4 Service Load Deflection : Wind boad Govems MaXIMUM Iterated Deflection 0.1016 i Defledion Limft 1-200 in Wind "11131878.94 '1n- 311762.77 in 37,670.52 ire-# 0, 00 ir14 0.0in C3.01 in 0.02 n 15ID33 11,1255 0.001 9 0,0019 0.0297 0.0297 61-72 psi 61.72 psi 160. GO Psi 160,0() i -- 03/29/02 FRI 11:05 FAX 801 298 1132 T 5 S E 14016 TSS E 442 North Main Street Bountiful, UT 8401Q (801) 298-8795 : Phone (801) Z98-1132 : fax KeVr. 15bUjQUUser:- KW651 Ver s,,oi 2.5.-S C)1983-ZGO NE E k6�� Engneering 5oftwarie Description Analysis Data E Title ; Hart Event Center Remodel Dsgnr: JWC dDate, Description Scope : Tilt -Up Wali Panel Design cAry E xisting Conc. WaN used as a Jamb n=Es1EG Fr Multiplier for sqrt(Fc) Ht 1 Thk Ratio 3,604,996.5 psi 8.04 5.000 15-00 Sgross r _ S * Fr Fr Rho Bar- Reirif Pct job# 01073 5-'57PM, 2JAN 02 Page Ocumen en rca r 1073. ems. Calculation 288.000 in 91S)73.6 -fn 316.23 0,0495 Values for Mn Calculation... Seismic; As-leff= Pwtot + Asl=y]/Fy 0.51 1 in 0.433 in a: �AsFy + Pu)/(.85 f c b) 0.501 in 0,425 In � �85 ire 0. (� � 1,728.000 i 1cracked291.63 'M4 252,35 M I-eff (ACI methods on�) fir_ � � .r� .00 in4 � tion 01;900 0,900 M.n= As.-eff Fy(d-a/2) - Pu (VV@11Thk/2-Bar Depth) 178,861.19 i- Additional Values Loads used for analysis Factored wads Wall Wt Waal e -j Factor 36.540 ps f Axiai Load Fall WParapet. Seismic Factor 43.500 Psf Lateral Wall Welaht Semce Applied Axis.! Load 7 RM n Total Late -ml Load 10,920,00 81 190,00 1. ,522-.50 11141.87 41ft 12,442,50 91331.87 lft 0 750 UBC 1921.2- Ill. " Factor 0-900 B 1921.2,7 "0.9" Factor -300 F�-� G i F' �r ill Width ani n 0,252 3 Frig: Goin Thick 12. Design mef+ , 13C 1911.0 i C ❑ 1 -- 77, 1 -�_ 1.400 900 Service Wt @ May mom 11087.50 #/ft Total Service Axial Loads 85887.50 #/ft ACI Factors (per ACI, ap led ,interna ll to entered loads ACI -1 & 9-2DL 1.x-00 ACI 9-2 Group Factor ACI -1 & 9-2LL 1.700 f 9-3 Dead ACJ 9-1 & 9-2T 1.700 ACI 9-3, Short Term Factor r r ,seismic ^ T ! 1,100 Sketch & Diagrarn 10,920,00 81 190,00 1. ,522-.50 11141.87 41ft 12,442,50 91331.87 lft 0 750 UBC 1921.2- Ill. " Factor 0-900 B 1921.2,7 "0.9" Factor -300 F�-� G i F' �r ill Width ani n 0,252 3 Frig: Goin Thick 12. Design mef+ , 13C 1911.0 i C ❑ 1 -- 77, 1 -�_ 1.400 900 43/29/02 FRI 11.06 FAX 801 298 1132 T S S E R 017 TANNER SMITH ASITE7 STRUCTURAL ENGINEERS North Mair, Stipact T S nunt tu[. LJtoh 8401C) phone 80.1 29B-8795 Fcx 8111 2!;18-71.32 — rnrc F I twIltearcs.nef PRWEc7 N �� v jr.v 7 C';- ti � ,�(� rRcHtrEcr � � Jf'C.. aarE +..oca►r3oH ENGIN-CER .�"��L _ OF Ff A.1 lfevr9 L L C9 U No.�_�VIL�rN ST R ucTu/Zr_: I I L a .......... S_a iSMi(, ki _ 96 W yPe. SA vo 91L - pp 41 1 10 %6%% 'v 'C -2: i4 W I o 6Z w RT �z�q)�o;gsii.y� cV v'zy v= 2. CcL W C,..Woty�OC.S ��-G��/:OIICq.Z��l 3�9si� : w��vr� S Pit D = Seo � Cy �ls Iw Ge f�06 IT 1.0 J D - dr !✓��fSoN�ywftG6QS F_ 10 03/29/02 TSSE FRI 11:06 FAX BOJ. 29$ 1132 T Masonry Screen Wall MASONRY SCREEN WALL DESIGN AND ANALYSIS TITLE: Hart Event Center Remodel JOB 9,.- 07073 Total Wall Height = 8 ft Load Duration Factor = 1.33 Nominal Wall Thickness = 8 in Em = fm ' 750 Weight of Wall = 106 psf Ev = fm 400 QE = V = 0.148 g Modular Ratio (n) = 25.8 ...Seismic Force = 15.688 psf Spec. Inspect.? (Y/N) N Wind Force = 2 4.3 psf Depth to Steel = 3.9375 in Masonry f m = 1500 psi DESIGN SUMMARY Design Moment = 777.6 ft-Ib/ft fa = 17.67 (Conservative...) Pmin = 0.0013 - 146.50 p = 0.0047r Fb = 299.33 2/kj = 5.97 Required As = 0.22 in A 2,1ft k = 0.3844 np = 0.1200 FOOTING ANALYSIS Footing Width "B" = 2. 5 ft. Soil Load on Footing = 360 psi OTM = 1020.6 #-ft/ft M r = 2653.75 #--fUft Safety Factor = 2.-60 M = 1021 ff-ft/ft R = 2123 #Ift e = 0.48 ft 1123/02 1840 psi 0==1 velem Y I 11.0' FAX 801 298 1132 T S S E a 019 TANNER SMITH & ASsociATES STRUCTURAL ENGiNEERS 442 North m4orn Street T S, Elountiful. utch 04()IG Phc;nc 801298—EI795 Fox 1 298-1132 —mai! taccoarosmet PROJECT LPRGU ECT PJICE: fiacHncT F OATE --LIZ ENGNEER OF I m if p • �� - , , o ea - ' ' . ' e r — — ' — � I e e � n n n . n _ _ _ ' • . e e e � a _ , • u LID. .... P4 k F -,S -S a I Ly w c TO 03/29/02 FRI11# FAX 801 298 1132 TSSE 442 North Main Street Bounfiful,, UT 84010 (801) 298-8795 : Phan (801) Z98-7'� 32 : Fax Rev., 554100 T Til : Hart Evert Center Rernaidel Dnrf iVV De cr i f n scope Job # x'1073 Date: 2:42PM, 23 JAN nu.01 �_�)CE: �vV-UQ�4��, ve-r 5.5,0, 25 -Sep -2001 Cantilevered RetaIi�I�C� U�I�.Ii DesicM � Pale 1 `(c)19$3-201 E1VE{�C4i.0 Engineering Software Description - .... C. -\my dacuments enercai U10i3.er+rv:CafculaisQn Electn'cal Enclosure Reta-ming Wali Retained Height Wali he3ghc above soil Slade behind Wall Height of foil a�uo�rToe So<< Der�s�ty Wind a Stem ZZ 1,00 ft 0.0 . 1 I I U0 pCf - 24,3 pf Total Beadng Load 51072 lbs ...resultant ec.. U.6 F Soil Pressure @ T - 1892 pf OK O Pressure @ Heel 137 psf OK Allowable 2PGQ0 PSf Soil Pressure Less Than Allowable -# ACI Fac"tored @Toe 21390 psf 93.11 ACI F - Factored Heel I � 172 p f Footing Shear @ To - 19.9 i OK Footing Shear @ Heel 42.2 psf OK Allowable 93A psi psj Wall Stability Ratios Shear. -_A lowa le PSI 93.1 Overturning in 21,36 ar Lapfl-iook BELOW Ht. Sliding _ 1.99 K 1'rd�n aIcs (Vertical Component ponent Wised) Rebar Depth 'd' In Lateral S4ding Force _ ,024_ 1b less 100% P ass1ve Force 27000.:0 lbs Fs IeSs 100% Fn tion Force 2,028.8 lbs Added Force Req'd i 0.0 lbs OK .- dor 1,5: 1 Stability 0.0 lbs CK Equiv, Solid Thick. = Favored Pressure Mu'.- Upward Mu': Downward Mrs: Design Actual 1 -Way S hoar IIc 11 -Way Shear Tce Reinforcing Heel Reinforcing Key Reinforcing Toe . Heel 0,00 2,390 172 Pf 4P859 1 , 577 5,570 30282 51570 -# 19.94 42.16 ps j 93.11 93-1 1 psi # 4 @ 16-00 in _# 4 12.00 lbs 2,795, None pec;d ftp 81654.4 r- _..__...___--_.._- l Data Atiow So� 1.1 Bering 29000.0 psf Equivalent Fluid Pressure Method Heel Adve Pressure 0.0 Toe Acts P res sure 0. Passive Pressure 250.0 Water height over heel 0-0 ft FoctinglIS011 Friction _ 0.400 Soil height f n ore for passive pressure 0, 00 in � Stem Construction T p Stem F_ _ fc = 3f000 PS -1 Min- As % Toe Width Heel Width Tolal Noting Width Fling Thickness Key Width Key [Depth Key Distance from Toe Cour @ Top = 3.00 in Fy 60,000 psi .001 2-17 ft ,x_83Yid 12.00 in 0,00 1n 0.00 In 0.00 ft t.= 3r Design height 0,00 Wall Material Above 11Htl` -- Concrete Thickness8.00 Rebar Size Rebar } a Cng 6.00 Reber Placed at --- Center Desi g n Data Total Force @ Section lbs 2,795, 'foment- _Actual r tual ftp 81654.4 o nit, .... 11 able r � Dear, ,, ..Actual psj 58.2 Shear. -_A lowa le PSI 93.1 Bar Develop ABOVE Ht. in 21,36 ar Lapfl-iook BELOW Ht. In 8.61 VV211 VVeig t 96.7 Rebar Depth 'd' In 4-00 Masonry Data rm psi Fs pi Solid Grouting Hyl Inpeotin Modular Ratti- rn Shy Term Factor Equiv, Solid Thick. = Masonry Block Type Normal lit Concrete t ,L S1 "- 3001 a_ _------- MFy psi = 6010M0 Other Acmdie !ice& spaCjFjqS T r7�.00 in, @ 26.. 5 in, , Heel: 44@ 12.25 in, #S@ 19.00 , in, #8@ 48,25 in, #9@ 4 n, #r5@ 27.00 in, #7@ 36.75 in, #8@ 48,25 in, Key: No key defined 03/29/02 F I 1-1-08 FAX 801 298 1132 TSSE 442 North Main Street Bountiful, UT 84010 (801) Z98m8795 (801) 298-1132 0- Fax 1 Rew 55044 00 User KW-650AG51 Ver 5-5.0, 2S-SeP-2001 (C,)193-200. ENE'RGL �Cir� i l a inina Wa T S S E This : Hart Event Center Remodef O nr: JVV Description Scope Description Summa Electrical Enclosure Retaining Wall of Overturnin esistin Forces & Moments - Item Heel. Acte P res S U r Toe ActW Pressure Surcharge Over Toe Adjacent Footing Load Added Lateral Load load @ Stem Abp Soil SeismicLcad ....OVERTURN I NG...-4� Force Distance Moment lbs f# 21000-0 3.33 6,666.7 255. Toil 2,024,3O.T.M. _ 6x921,8 ilng/Overturning Rat -to 2.30 Vertical Loads used for Soil Pressure 5,071,9 ib Vertical component of active Pressure used for soil pressure 11 Design.. 'll Over Heel SIOPed Soil Over Heel umhar a Over Heel Adjacent Footing Load Axial Dead Lc)d on Stem Soil Over Toe u rch arg 9 Over T oe- Stem Weight(s) _ Earth @ Stem Transitions Footing Weight Key W! g ht Fart. Component — Total X021 Jvb # 01073 Date: 29-42PNl, 23,fAN �� Page a c u r -nen 'fir 1\0 107 3.. erw-0 Ca Ic u I ao n } RESISTING,_ Force Distance Moment lbst- 21145.0 3.92 59401.3 0.00 715.0 1.08 774.6 966.7 2.50 20416.7 750.0 -5 11875.0 495,3 5.00 21476,4 5FO71.9 lbs P, -M--,= 151943.9 __� 03/29/02 111:08 I-ofl X12, in FAX 801 298 11 .in Conc wl #5. a 6.in cvc Designer self all hors, reinf. 21-1 " Z 022 03/29/02 F I 11:09 FAX 801 298 1132 4 T S S E 1 892, f i 03/29/02 FSI 11.09 FAX 801 298 1132 TANNER ITH & ASSOCIATES STRUCTURAL ENGINEERS 442 North Mc'n tr-eat T S Bountiful, ljttlh 84010 Phone 1901 298-8795 Fox B1 298-1132 E—rma7l tccrousne T 5 S E PRWECT vVyiffe Kv4efoaEL 0 D7 PROircT I --j - PAGE: AItCHfMCT � �„ MITELOCATION ENGINEER �''L00--c -X T P4Aol rl a3 PLF TL`L� A AMW pLr. L 7't= LF�6! T U tiy��',Uh � .... L c iU PSl` G 47+,..4C�s . ......... D L — 3.:7, 7 lima �XISTIN(� C-,77IL� (Z�AP�GI�y .All 5 K- FT 4qbrL 2,k L F . . ...... ..157 TL k- L f� C) VU�A SOO , 03/29/02 FRI 11.10 FAX 801 298 113.E TANNER SMITH & ASSOCIATES T UTRAL ENGINEERS 442 Nnrth Main Strcct T S, c)u n.t;fir 1, U c h 84010 Ph tree 801 298-8795 Fox 801 298-11.32 —mioN c croa,n cl T S S E C pRoaECT,E-�, v�; �,� � �,n.,T G �C. � � �3 � L p��r j O �� JIftCNffECT � � � PACENGWEERE �oc�no� j4 L/ Ll � �lvPsF.......... LtgP�� svP1 Thr 2�,4crrv� ........... ......... - O L13 C�f�ck To�.Si� y6g/6,s' = 7z DL F `13��FPLF/�S'i psF P S� c c o �,- �98� E. DL, -:G) L B AGC _ '0 Ps r: �NSU1..A7f�,o ` DEC k = Z.SPsF Mrsc• _ S,o pSF zz,Sps � G Z -7, r pry o �`o of 1 03/29/02 FRI 11:11 FAX 801 298 1132 T TSSE Title: Hart Event Centel Remodel 44Z North Main Street Dsgnr: ,�V11C Date: 1 1:1 BAM, BounfifA !!T 84Q10 Description (801) 258-8195 :Phone scope (801) 298-7132 Fax .�oa # 0 107 1 FEB 02 � j r �y �{may }� .. .. . X se . KW56 ' +. T e 5.5-0., 25 -Sep -2001 - ... ,..t - ,Ir i. (C)1983-2001 ENsteel Beam Design Page I Calculatilon Description BEAMSUPPORTING S General Infom�ation �8�t Cant. Right Cant Lu : Unbraced Length Center Span Loads I 0 IU .& F Pinned -Pinned L. d Duration Fador 22,67 t m 1t. dri t� Iii rpt ol.00 ft LL & ST Act Together 0.00 fl Lu nbra d Length 11-0 [D� Load 6.40 Live Load Short Teri Location 11.333 Calculations are designed tA-ISC 9th EdRion ASD and 1.997 U13C Requiremnts 1 Point Summary Using] '"+�''°�2X� section an z 22.6 ' � _ End Fixity = Pinned -Pinned, Lu = � � .0 tt' LDF = I.000 Act ua f Moment 37.934 - 1 _ Bending Stress 13-634 Fb 0,575 :1 Shear 3,495 f: Shear Stress 1 l_ 43 k i Fv 0.062 � I Force & Stress Summary Max. M �+ Max. M - Nl�t. X11 �a Left Max. M @Right Sear @ deft Shear @ Right3,49 Moble 65,968 .cft x_710 i 56.2"( 20,E ki 5-164 in 1 .504 in 1 l.720 in . k i 1.00 rO. i M Beam OK Static �.r�ad Case Governs Stress /fax. Defection Length/DL teff �.enc�thl(DL+LL Defl) —0. 480 i 567.1 ; 1 567.1 -1 �r Pl u 37.k -fl 3.49 k 1 ❑L Orify 37.93 Center Dom. -0.480 i -0.480 0,000 -'- � +dry' �� 1 1 are D ad � � y -r a 1 Live Load faced - f +r.. '�• . .��"�� _ • •sem. -.i4 ��#� n �- Lr LL L L+T LL L L+T Center Center ant Cants Center Dom. -0.480 i -0.480 0,000 Left Cant DO x.000 in 0.000 0.000 Right Cant Deft 0-000 in 0,000 0 ---Query D @ 0.000 0.000 0.000 -0.480 0.000 0.000 in 0r 0.000 0-000 in o. 000 0.000 0.000 in -000 0.000 0.000 in Reaction C Lam, .4 .4 Reaction @ Rt 3A9 3.49 3-49 F ca"d per 1,5-2, 2, * L/ r c I Beam, Major Ax[s, (1023,000 * b I F)A.5<'� UrT <= (51 D1000 * Cb J Fye . I F per 1_i -a F��ect_ion �roperfies W12X26 Depth 12-220 in Weight Web Thick 0.230 in I - YY Flange 1 0 it T i� knees 0. 80 in Sim in 03/29/02 FRI lip -11 FAX 801 298 1132 TSSE 442 North Main Street Bountiful, UT84Q90 T S S E Title , Hart Event Cerites em def Dsgni,: JVVr, Description -_ (801) 298-8795 Phone Scope.-, (801129.8-11--42 Fax User. Y%W-06 Ver 5,10, '4"'kALC Enrlince-ring Saftwarp Design' 01983-2001 ENE Steel Beam C:\MV d.ocuments, enerca DescriptionBEA�1J1 SUPPORTING SPEAKERS II Date 4 11. " 8A M fi Sketch & Dianram Job # 01073 1 FEB 02 IM Page 2 01073.eCK'CalcuIasi on 3,495k VFW 4 left. = 3.495% 7 Mmax 37.9k -ft Daiax, -0.4ffln IN ( li' 3AO A R2.b/ r.w � k j l II IA mill'! L -- � - •_ .... •_ -' -_.�_ .�_... - -_ -, moi...,_. ,_.i. y-_ 1 � �: y6 � � �� 40 12.10 Shear Load (k) L_0U_W_0n_�"g member (rt) _410 PUMM M Vn'oX 0 rt 3,4-44k 2; 7g . r 0'. ILI 7M I L llj�l -�d I' u I 16 , I f, .4 , d rIA111 I uU.-Pq, rilSF P •I L, 'I.i 0 dd T. 19 31 h 0.39 Liocal Y Odkx1jon �j' �C � it I` �� $ �k i l ` � i� i�r� ��i � rC�7 ;;' �,�� .Iw�P I;��r� ��„_ 11 B H11 R�II11 I � 11 1 11 __7 , , IF +�I lf�rl r �kl'I��1 it lj #�{�j 1T .,� � — - ,..,_�. _ __ —. . .., ,JI� i Lo LwItkAl Along (ft) 7 .67 03/29/02 FRT 11:12 FAx 801 298 113 TSSE 442 North Main Street T Bountiful, #J7' 84010� (801) 298-8795 : Phone [801) 298-1132 Fax Kew 550100 - T 5 5 E Title: Iia rt Event Center ReMadel Dnr: JW Description : Date: 11 }1M9 Job # 09 073 1 FEB d2 0GCol 6� Ver .I•.5•01 2-p°1 (c)1953-21301 -EN ERCALC Er.91neering Som,vare, Steel 1 Description -W �"P T SPEAKERS Center Span Left Cant. Right Cant L n b raced Length Point Loads Dead Load Lie Load Short Term Location Summary 1 6.400 3.500 ti F7541 -11 tea+ 7.00 Wt-AddedLoad Duration actor 1.00 0. 00 ft LL & ST Act Together lC Modulus 29,000.0 ks] . 00 ft . 00 ft Using: VVI2XI 4 section, Span _• ` mft, ,1= = 50.oksi End Fixity_ Pinned -Pi Moment Actual 1 1.287 -ft fb , Bending Stress 9,103 ks) fb / Fb 0. Ew M w U Beam OK Static Load Case Governs Stress Allowable 25.489 k -ft Max. Deflection -0 .031 in Shear 3.249L n(DL+LL Den) 2705.0 fv I Fv 0.068 : I r —rti.• e ••eaaa— F ... ss LForce & Stress SUMMary .n 1 Max, M + Max. M - Max. M @Luft Max. M @Riga Sher @ Lam# Shear a, Right Maximum 11.29 k- U5 125 3.25 3.25 IL <<—1Yi: 1`rela'F''� tPJ� -- These columns are Dead + Live Load placed notes -- LL + T LL LL+T Center nterants (a) cants Center Deft, Left rpt DO -Q.031 in _0a031 ! � Right Cant DO 0. in a_ -in 0,000 0.000 0,000 0.000 ... Query Deft @ 0.000 ft 0.000 0.000 Reaction @ Left 125 3.25 Reaction @ Rt 315 125 Fa vol id per 1.5-2,, K*Ur -0.031 0.000 -000 -000 I Beam, Major Axi!s, (102,000 * Cb I Fy)ik.,5 <= UrT <== (5i0000 * Cb I Fy A . 5 1 Fb per 1.5-6a L_�ecfion r a i Depth Width Web Thick Flange Thickness Area moot � Mtn AMt —ft -ft - ft ft- k k 0.000 in 0.000 in 0, 000 in 0.000 in k k 11.910 in vvight 14.1 .0in I -XX 88,60 i n4 r.yy 4.615 in 0.200 in I -yy 2.36 ire 4 Rt 0.753 in 0.225 in S -XX 14.878 M3 0.950 in 4-16 M-yy 1.189 1 03/29/02 FRI 11:13 FAX 801 298 1132 TSS E TSSE 442 North Main Street Bvunfifful, UT 84010 T S S E Title '; Hart Event Center Remodel Dv JWC Description : (801) 298-8795 Phone scope'. (801) 298-1132 Fax Rev - I foar- Steel Beam Design 4611.1 VUL J..Llir Z3---jeP-z0Uj (019133-2001 ENERCALIC Eng-Ineering SaAware Description Skp-tr-h X rlmnrnm JOIST SUPPORTING SPEAKERS Date: 111 8A M I Job # 01073 1 FEB 02 Page 2 docuren ts\ene-rr,,-:ii�q� o'73.ecw, Calculation t.4 ?ft Mmax -z-- 12 -3k -ft Dmax m -0.0311ri Rmw 31-49k ymn kn = 3149k IL30 '2.60 ShCar Load (k) Vii:_..)T--- - LMatk3n Rfacu 3.24* _ �"r-J ._�.Y_— �..J—._ .---.�e._k_w_. � ,II � �f I ��, I_ I,' Vnnax @ rt 3,24%. IL ILA IF . 1 _� �•�� JI '� I �I � � Ii��I� � f I � � ��± 1 I� � iI 1 � �I �J! {I�I�.�� ly � • � �� 1.13 .� .�_ _eeeee��;�i1�i�l��iiT�� II��I '� �� ; G ��fa`:�: �J _1; ii�� g +'II �� ;�f� J , f I,Y -- �---� .,-Y�'fl°�;, ' I l� �. ' i, � I Ilii illll �i�,,��a�llll;ll� • ''�i. 51 II'J.. ,_I I , iP �Ir I a j�j T :-qj Jill ,0,02 Lam I y MwbM 0 Ect n I I, Ij Jim M .VIII 'j, LocaUm Arg Wrnbew (ft) r �l' J'�6iNII�I�I��l�l , Ect n I I, Ij Jim M .VIII 'j, LocaUm Arg Wrnbew (ft)