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0205-141 (AC) Structural Calcs Youth CenterWALLING & McCALLUM /LIMITED / 4:0z ARCHITECTURE • PLANNING • ENGINEER N G ,>✓.''b'' r 45-190 CLUB DRIVE (760] 360{250 - INDIAN WELLS, CA 92210 a FAX (760) 36jb,G7B6 YOUTH & 00MMU'NITY CENTER•. LA QUINTA, CALIFORNIA ST T RATS CALCULATIONS LOADS] R�. 1;1c Roof . 10.0 psf OG 5/8" plywd 1.8 Wood Trusses 2.5 ��G"C� 5/8" Gyp. Bd. 3.1 Ra� GONSZ . insul 3.0 21.0 L.L 20/16 ap�E 22.6 psf up to 15'/24.1 psf LI) to 20'/25.4 psf up to 25' ad Wood S.W. 0.171 W (Scc Latcral Analysis) Walls _. 2 x 6/16 1.0 psf stucco 10.0 6"insul 1.8 - 5/8" Mp Ind . 3.2 16.0 psf STRESSES[ . I;TLAMS No. 1 (4 x s) f= 1200.1si by ='85 psi (Doul fir larch) fr = 1500 psi I�vr = 106 jisi L = 17,00.0,000 psi No. I (6 x 1 Os►) f =1350 psi Fv = 85 psi fr = 1687 psi Fvr ='106 psi G 1,600,000 -psi RAFT-EitS No. 2 f= 1200 psi 2.x 12/12 24'-7" (Doug fir larch) fr = 1260 psi 2 x 12/16 21'-3" 2 x 12/24 17'-4" CONC 1'c = 2500,psi fc = 1125 fs = 20 psi j = 0.866 _ RCy SOIL, VRLSSURL 1500 psf MASONRY in = 1350 fn1= 225 uninslicctcd C 7424 N = 15 psi (IS x 1.33 = 2000 Q . �>,9 9�a. 2•Zs�� Q� � CF CXV N ' SWI (Z = �3 22 � .. G1(t-o • nr Go 421aS= 44-7 x, w� D's A. �oa�28 ��ypc s 12,..7 �'�ZG�22rr f. 22 T6.Ar-s' wl cVA iI'1¢_ IS _ "olc b_ -siOl 0.4S (1 S-7? a 24, . `1,) sig •�3 ,ams " �q S'/2e-r - 2m1.7 -14. r -T= 33�V-a- e,4l< 6-o µpm r 13°= X l3/Zc' G7G" LST -1La W =lex lC.X-C- N �.' � 7 6 S�Lc - 3rd .. •. 4"�l G •.. i 0, 4-!Z t2G NO7� ' S5?=9 �. S`oc 6- 11, 1 • . 112. 4-35' ,; •. oc zo/s` = l itis .�S1z22¢ - W = 1•6x 2LV-F- moo. aa-- 231 . • -C 2'?�p ,e �"=,OclS(z.��GJ = 35� .. . ' p.o 2.v.�-" ' ¢gG SIG' L o1 4-3f1= Q -5Q 4 >< 2rb% a = I SC) 4. ,rz�3 G ^' Q1 t�ox� 4► tLx> NC 0 1 EKEkn :. ,d 2 a � �I 0 14x8 d �i 45)Cs 4'X� V 3 zt 2LaC& w,=[(22x4�`j �(tc�Q/zK171=213"�� s. 2-2Gbi(l r' . r I (Z = 22G 22a, 2 = 226 ( 522+ 23/2) sj 2 = 22 23/2J12 30O p,: 1Z I / _ O Ec:I- ' � Q'� IZ = (243�t '.2:43�z2•S�i� � �9�9 ' 1-7, 4 0 3 = 254-76 _ to 7 403 14.'5 J, 335 A2 R= 10� roi+ 2-4--S (2'2. ►%.t a P = 2- 0.3��5 2� ZTo s.. i t` t 1 i � �: � .. '. � .. 7. s.. � t` .. � 7. � '' .` ..,f' ` !. ti. .t. _ " � U5 5 ,. S=�:S �L-�, /�. del 1C go x.2 74 4-]-X4'5/L 39s'G K5—= .IG 7.�£ X114 D W= £�Io'r S7 h9 E C 577 ZO - 57 1175 55/2x Z.r~ ( % 35 y 'Q (r3gso)C,l4 9 Q • OG . � •. 0, 1'�" L !2x �•�/Laos 0.425�� w 921 V 921 �C 3.ijZ= 1 �Z2 ` Vs G 6 N� 1= Ir►5 VLA. �cc, ucz V 4x . N•-� is =.3.5 • 1�3�a-+,,,.�„ 12 x-13 U S` Cx. e .. . L113—{ C37.S/2-+ te/, a✓I-iZl��3'�2� 'F��'7�. _ . -3, T72 X133` (�S� cejG�o, 2 Ps; 1, x 4.13 �. 2 3�lsc, c ` 4, S 2 G Ste. rwrC i 162.4 >e 1 . 102-0- 4S 045 C7/ t.3>7/2= 102 37 LE 11 240l ).o � 14 F- 2- g ►' � � • I 'J s X24 � � � o � , � = 14•E.ax �.3E/Z, 32;41'" .. i .2-4 Sl (ate (°I u ►1 - +- fir•,—_��n�-_her 2.(A .4.3e' 14Fo O I s Rcc� �e d usE �x ► o: r to t'n IC -70 V c,sE G�c 1 0 ' 54 S �' G► ' .46 27 0"fir M - 2�7o x G�E 12,ts'< w %z/a = 2070 `ft. a- z 1 �. 2'7 use fu'- 2"t G rr Ole � x c ala l S• ` � , 5- .. . �, = 2 -?U, r .... I ., HEADER TABLE. (F300F) 4'. ALLOWABLE"LOAD (w]" IN POUNDS PER LINEAR FOOT X81 6XIoz 6X12 6X4 roxto 6}C 12 rox41 6K�1 9� 5 �ht1-lc?� 7.5 w?7.9 ti A='A.25�n` �Ii.S w=10.9 , ?=4t.251n' W= I'S.g a,{2 w=16.7`• A,= 52.25 b =6?i.2Sin` 5 A=Sg.ggtnz 2=.19.rc6tn�'� 5=27-7 �n� Z •76.2 tn± S=51.3In` ' _� 193.3 in .1� 5=82.7 �n` 5=121.2in3 _' 392 in�� 2= 667 „ G��.1 Lt.a M=1403 M V, 2Sr Iye 912 V`= 844 ]447 v=1407 8 M= 8w 1�5 d32 3 . M=1.12sw 1247 3nz7. . v- 4w 351 533 728 :: 922 _ V=;5;5w 938 1423 I A=0.05771 1-76 660 1677 5401 a=o.00le g 842a 317 50g 5 Ln = 9.031 w 155 383 ` 712 1282 V = 4.25 w: 331 _ 502 Gas 867 .-.....:- . V= t.75 w 80A a=o.o73s? 135 518 1'3►5 21-73 _ 6= 0.0021 _47 t O . 9 M = o i' 63j 1 143 1 G7j 4 M= 2cv 701 \1=4.5w 312 l .474 647 619= 992 V = 703 w D= 0.o91dg IoG A1-6 104 I 2110 3787 p=O.QO36Z 2786 1'1= It.281 w 124 90c� "s 570 1o2W 1504 M= 2.53Iw .: 554 = 1367 9.5 V=4.75ar 296 449 X13 %7<0 �JdO V = 2.25 w X025 946 �+ 0. 11 grJ -651 ( 841 � I70ro 3O�A p�,o.00�57= 1704 bG24 t�= M = 12.5 w 1 1 2 276 514 x' :' 926 I 1357 3.125w ,; 448 ' =s 1 107 fa V = 5'w 2 31 427 552 737 893 502 854• a 69 2-70 685 I f 38F7 ( 2475 A = OA088 = . 1104 '}'�� S M= 1378w I ISI 251 467 � 1231 55 M = 9.781 w M. 371 '� 9 { 5 IO.S V = 6.25 w 269 40� � - 554 702 850 V'= 2.75 w .511 Z7� I p= 0.171 `� . 57 223 564. 114 I 2040 0=0.0129? 750 I 2964 II M'55.125w 228 425 765 1121 M=4.5w 311 703 ( 1430 2573 388 5m 670 g11 :' V •- 3 w 469 7 I I 970 12 29 V = S Su+ 0.206 �, 185 471 952 { f o 54 d= 0.0182= 5145 I 2088 I S304 Io 7G°? ) D= 3 209 359 700 1026" 6.5 M= s•2e1 w 2r 5 - Q255 " 121 S I 21 �j2 I ?2l'� � �+ ll .5 M = Ir- -63 371 506 ro4 I 77ro V=3.25w 432" GSG 89� !1?5 (374 v : 5.75 w a=0.246= 154 393 757 { 14th o=O.o2se= •390 ')5 I2 sp-40 7�7g 13770 I 192 357 '643 I'• 942" -� ... m (2,17-5w 229 ` � SCo6 Y 1050 i ago 217-1C) '2 law v = Gw 355 ASS .614 744 V = 3.Sw 4Q2 GOO . 83'L. 10 54 127 0 V=0.2921 1 130 331 ro7.l ! 1193 A°0.0338 20o IS28 2.�da 579=1 Io. 311 17.7 329 592 I SGS 7 5 7.051 W 199 " t132 515 I I To4ro 12.5 M=19.53w Y = G. 341 465 590 714 w 375 S691:e7/,?-S 77 r 983 0= 0.144 110 280 / 570 ... 1 O 1.4 p = 0.0446 W = 220 " 852 2(Glo 4404 =14oS F1 p- lG2Ct-I(RyTT1MC3 Fb=1ZOOx1.Z5=1500 psi M,=1500/25 f25s I) DOuGW� 23 povC•.tA' Flit- �it2c1.-t ( • s1LL�u) � 6 = 135c (mss "'• x 1.25 = ! 6 3"7 6 V= I A7- t -b•64. 06 I . S „ q Fv= 85 x 1, 2.5 = 10G Psc: a= 0.56'(%20.L4- L.L.) = 0.0000144w'i E. 1,600,000 Z r S Gxro g,S' - CC.S' l2 12.5' (201C14 1a � A =74.25 in' S=I�o7.t 0 2= 1127 rn' M 6x16 W = 22.5 r', A= 85.2Sin`�V240 3=237.3In" =a 170 rn' « Y _ 8 , 5 ALLOW. O oxa 6< - roXt� GXIo EuC12 6�Ctd 6�CI6 .90 0,450 9S 371" 941" r/3� 0.900` 63 247 G? -7 9.5 r/240 0.475' 8o 3(4"'795 0.31T 53 209 533 13 M= 21.125w 304 364 548, 803 1 t 07 1459 IO.O '/24o 0.500" - - -. v=.6.sw 328 448 5G7 G8G BOG W925 0.333 4r6 I80 45G i40 485 '' 865 f 39ro 21 18 10.5 '�2ao 0525 59 234 1 55? - 5213.5 1,55 M a22.78w 151 2c2 50 F5 74e, 10210 1353 Vuo 0.350 39 156 394 .-V 'T. �o.75w 31ry 431 54 0 6�1 -7 12, 891 I I.O X240 0.550 203 15t8 1 °' ! 420 %; 1204 182A 0.4bs 3 B I 21�Co , : 745 " '/360 0.367 135 345 14 M = 24 -So 141 202 472 692 954 1258 _ %240 0.575 177 451 glro 7w 305 .41 G 52ro G37. -148 859 I1.5 x:40 t 17 (3o I Flo 4, 0.542= 70 ; '; 178 3G 2 GoL42 1055 1572 12 .d '/� D . GOe ISG 1337 805 14. M = 26.28w 131 2A4 44.0 (145 890 1173 %3Go 0.400" 104 1 413 53ro V = 7,25ww 294 401 508 GIS 723 830 12.5 /240 0.625" 137 350 712 O' d.G23g i 6I I55 314 5S9 904 1369 / 6o 0.417" 91 232 473 (5 t M=28.125w 123 228 411 603 8.31 1096 13.0 %24, O.GSo" 122 1312M 54G )124.6 V = 7.5w 2-F4 388 .491 595 658 602 � /3Go 0.433" 81 208 420 594 Q=•0.7141 53 I'S , ' 274- !. 490 789 I l'9ra 13 5 Y2,ao IO.G75` 109 278 5G7'4 551 IS.S i M = 30.03w 214. 305 5r-5 773 1027 %3Go 0.450" 72 I1J5 378 G7os V = 7.75 w 375 475 57Co C.7 0 77G �t'1240 0.700" 98 249 5O6 8985 A=0.810-' IIS �' 2�0 427 � X92 1048 I r 14'0 %3Go O.d�7" 65 1�6 338 599 ICo M= 32w 2L�t 3001 530 731 963 % 0.72.5 SS '144• 455"' 8105 V - 8w 3G4 4GI 558 C.S5 752 14'5 ''/3w 0.483 58 149 303 540 1 0=0.92d 104 21 1 ' 375 Go9 ! 922 15A %240 O.75o' 79 202 4lI 7355 ►6.rj M= 34.o3w 1�,g 320 4138 roF,7 906 �3Gv 0.5001 - - - - V = 8.25 co 352 447 541 G26 729 15.5 '/240 10.775" 182 372 ro-lr' L�= 1.045= 92 187 333 539 alC, ,�J� i.0.slr0' 121 ?Q7 440 17. 36.t25w 1"78 320 4G9 647 853 16.0 % 0,3CC Iro6 "37roto 9745 _M= \1 = 8.5w 342 433 525 rola 708 � 0 0.533 110 399 G45 ,A= I.178 i ✓ 83 IGS 255 ' 4So 724 165 '/� 0.825 151 '08 549- 859 5 ` 17.S M=93.25w 1018 302 443 roll 805 __:_ 1,4C.0 0.IS50, - 101 205' 3G6 592 N 8.75 w 332 4 21 5 to 599 687 170 '/2qo 0.856' 141 28Z 50l 816 5 L�' 1.32 i ! 73 148 427 r45 2Co4 '/'3Go 0 567' 94 (89 334 544 fe M=40.Sw 158 285 418 577 7(21 Izs X240 0•v15' 127 259 462M 7475 V = `3w 323 405 496 562 GGa' r/3�o 0.553 85 172 308 498 A = 1.48= j ro5 132 2155 ;. i' 381 57ro 18.0 �24o p•9w" (17 237 423M 655 . I8.5 M= 42.78cv 150Z-70 396 544 720 , /3roo O. foo" 75 ) 58 282 457 V = 9 '. S w 314 39Fj 482 U06 650 18.5 '/e40 '/1360 0.925 0.62' 107 71 218 146 2(L 14 24 6'57 its. 21 O ?Q 2 t 5 t 7