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rnN 168 -1016" . r' NEW CARPORT i ` :: " EXCAVATION NOTES ' 4 TO REPLACE \6 ' ' 24" 24 DIA. x S-6" r EXISTING FOOTINGS = .4 CY EA. �I TOTAL EXCAVATION --.... A, In - = 5 CUBIC YARDS III i T EXISTING AREA IS CURRENTLY ASPHALT 4 ill. APARTMENT NO CONSTRUCTION ENTRANCE �'': U BUILDING IS REQUIRED Z CD I � Z w I'i NO CHANGE SOIL GENERATED BY FOUNDATION y Z w 18 Q Q Z' ,I' EXCAVATION SHALL BE REMOVED Y U OFFSITE THAT DAY AND THE AREA C Z U � _ SWEPT TO PREVENT SEDIMENTS � ; EL _ �' 00 I - �'i FROM ENTERING STORM RUNOFF [ EXISTING O es H 0 � W ,'00L N • CHANGE i x 24 i co 1 N i •., . -_-.. JUN 0 3 r °`F10 - � � _ g 24 DIA FOOTINGS EXISTING 3' -6" DEEP APARTM CI FY OF IGAKI NO CHANGE BUILDING SIN/ 5 ) EXISTING TENNIS COURT NO CHANGE i 147' -32 I- " I ro 1 >,_50' 1 25' -64,. 1 FIR TERRACE APARTMENTS CARPORT REPLACEMENT SITE: 9900 SW NORTH DAKOTA ST., TIGARD, OR 97223 TAX No. 1S135CA01202 OWNER: FTA LLC, 5200 SE HARNEY EXPIRES - - -- 30/2010 PORTLAND, OR 97206 503 - 774 -2008 t P! F GIN -0 APPLICANT: ZAROSINSKI ENGINEERING AND DESIGN, INC. ' ,7 , 1,61 �' *' t DEAN ZAROSINSKI PE 360- 513 -2746 - - GON --- ■ ./ c, ZARO 1: , :; -2 _ Zarosinski Engineering & Design SITE PPLAN SHOWING SETBACKS �" rmsd 1400 NW 155th Circle "H` FIR TERRACE APT. CARPORT SHEET • Vancouver, WA. 98685 9900 SW NORTH DAKOTA C 2 . 1 PHONE: (360) 513 -2746 TIGARD, OREGON EMAIL dzaro zoroenq.com 6/3/10 ZARO CAD FILE:G0041 -2DWG BUF2 010 --0 ©l l `f 99aa sw NORT14 PAKoik- 1 f;, FIR TERRACE 9900 SW NORTH DAKOTA RECEIVED TIGARD, OR 97223 JUN 03 MI CITY OF TIGARD I$UILVINU DiViSf Wei STANDARD CARPORT Steelport L.L.C. DESIGN LOADS: Roof Load = 27 psf TL (25 psf SL) Max. Soil Bearing Pressure = 15 psf Wind: 80 mph Exposure B (1997 UBC) Seismic: Ss = 1.50 (max) Note: Design per 2006 IBC (2007 OSSC) 10,1 except for WIND. c I 938 IPEr.. May 21, 2010 4,1k. / A C ® � m^� .. •.,. -- -.-qua ... ^"ir ?Y Job No. 4234 TIM COVERT P.E. STRUCTURAL ENGINEER 1100 NW Glisan St. Room 2D Portland, Oregon 97209 Phone:(503) 228 -0426 Fax:228 -6639 r . 23' PoTZ-''T' I S — t ca -°( c "( GI' - 1 (C3Astc.(4) ■, X - sPAkl" E _o C2� e +G. 0 d r VS : 2— RooF ?LAN1 ‘,\D PROFS, '4' 9381PE ._�� .,a'' OREGOr 4t • ✓GZ •-• ` `yj aS' / O AL I EXP. DATE: 12/311,,,_,,, j f G. 42 ' 4-- ' os 3 ZS 0 3 C - s i_ Dec-: ..use " X- SYA NI " t � Ww 26 ps F (25 + 1) CD OS 0 LID CS 4ZI Q-' dr c o ' ¢' e- r r N C4 CV . Cs.: 02 CV M( _ (2`)(4 = 208 7 e -. c Z 6o # j am of 2 * / M+ (sts) _ Ci6)Cro /8) - 325- l . (io o i a -?' S G T 123 M12_ (ZR 6 A - ) — 324 . _ 2q x — SPfcI■1 ak Fr � \ \ ( - . . . - ' 0' 9381 PE . _ ' C 63 0`05 z j ! L..� ' ` OREGON -. r`::''4 (f ENc ;* F - . . v4/iY 22, \ 911 k FXPIRES: 5/9/ R [P. DATE: 12131! (, 4-234 I 4 -PoS j X 125 GP X— SPAr.1 : F = 80 KR. F _ '3 c, ksc , _ . Le 5 F MR (-4-) = (20(. 10800000) / t 2 = 32 `{-:fi% f_ k &i.k - rift ft ( —) = (3� /t2 = 240 # %.#, EtiE W W IdJ =SS M12,Ct) - (26)(. (ctQ' - 1)000Q) /t2 = 4`fq _ , . . 2( T T � n Ctl A. Ji ((24Y.(27R)((000) l t2; = 29.1. t--t. t) V J ct 4Ec --C- (.oi -O - SPA TA u S : C2J 04.) X- srk ►J l62 (iH ( it = 324 I 4— cit. 72 0) 2 / 8 - 324, * 4°(8) = 320 L 25 0 a) = 3/ 3 #1 (30 (4-) / 8 = 2' 0 1 (. E- 0 \ I 1 4 51 (6) 1 7 a - 257 ��. _ - 32 (S) l - 2S(9 � - 2° (I0) 8 _ ZSb t. 't1 __ � ..,)% F \Pt RF -S: 26 64c. X— SP/t i 4` rc,0 PROF! 22+- 0�) 8 =t 1 �- m 9381PE l RR (G) 2 ( 2 = � 4' . � o EGON SC. (8 )1- (g = cl9-8 41 cove 35 0 c1( 8 ) _ 43'3 14- EXP. DATE: 121311 _,. 4-2,* l ¢- P Os 3/25 cP - { ci- c o Xd2 . - 26 _ (4( ('F) � /2 = 38 2 1 l _ m SS (6 � l g = 3 r 4:7 C 8 ) Z l 8 2 37 Co # r 11.1 etJ ell Z =S men 2 ((0 / 8) = 37S 41- I .-N ep 4 1 N N N N N N 0 7 J I I I i EDPROFF 1 • • Nye . ,7,7 Ti , ,..,•,,.,..\ %,;._::,,.: 9381 PE • _. r. `-.:, II \� _ {? . . OREGON COV is segMallillilliill 1 P. DATE: 12/31! f (. 4-234- 3 (2§10.7 CF • X-S p an Featuring i/ i'll/i \ Zincalume® For Twice the life! Zincalume combines the strength of steel with the corrosion resistance of aluminum for twice the life of most zinc coatings. 2" 9„ 2 1/8" Painted side .. > >� -Span is a 36" panel, engineered with long spanning capabilities in mind. Its structural nature, I - 36" Net Coverage > economical gauges and the DuraTech®nt coating system makes X -Span the preferred panel for carports. ,, y X Span,Section PropeitleS +� .. `.':`t' ,.ticil d�...}:r ��1 - .*. , . ... ....'L., �; . fx r-' .'...�, .. rF.,4 ". Y•. ❑ Long spanning capability and its design provides Gauge Wt. S+ i 1+ S- (- superior load and span capacities, saving money in the (Ibs /ft) j (in'/ft) (in'/ft) (in'/ft) (in ^ /k) structural support system. 29 0.72 0.1080 0.111 7 0.0867 0.1053 26 0.95 1 0.1497 0.1603 0.1279 0.1483 ❑ Standard trim pieces are availalbe and can be ordered by number. ❑ 29 and 26 gauge panels available with the DuraTechTMnt coating system or Zincalume® Plus for unpainted applications. A AEP SPAN www.aepspan.com Engineered Solutions in Metal Tacoma, WA 800- 733 -4955, 253 - 383 -4955 FAX 253 -272 -0791 Fontana, CA 800 -272 -2466, 909 - 823 -0401 FAX 909 -823 -2625 Dallas, TX 800 -527 -2503, 214 - 827 -1740 FAX 214- 828 -1394 r c 4234 3 /ZS(o3 C 1 — 0 X-Span Allowable Load (lbs/ft SPAN (ft.) Gauge Span Condition 4 5 6 7 8 9 10 j SS f 162 103 72 52 40 32 25 j U180 152 78 45 28 19 13 9 1 29 DS f 130 83 57 42 32 25 20 U__180 130 83 57 42 32 25 20 TS f 162 104 72 53 40 32 26 U180 162 104 72 53- I 35 25 18 SS f 224 143 99 73 56 44 ' 35 U180 219 112 64 40 27 19 14 26 DS f 191 122 85 62 47 37 30 U18 191 122 85 62 47 37 30 1 TS f 239 153 106 78 59 47 1 38 U180 239 153 106 77 51 36 l 26 Allowable Span (ft. in) Allowable Load (psf) • Top values based on allowable stress. Bottom Gauge Span Condition 15 20 25 30 35 40 values based on allowable deflection of SS f 13 -1 11 -4 10 -2 9 -3 8 -7 8 -0 U180. U180 8 -8 7 -10 7 -3 6 -10 6 -6 6 -3 • Steel conforms to ASTM A653 (Galvanized) or 29 DS f 11 -9 10 -2 9 -1 8 -3 7 -8 7 -2 ASTM A792 (Zincalume"•) with 80,000 psi [1180 __ 1 1 -7 10 -2 9 -1 8 -3 7 -8 7 -2 minimum yield. • Tabulated values are for positive loading only. TS f 13 -2 1 1 -4 10 -2 9 -3 8 -7 8 -0 P� g Y. U180 10 -8 9 -8 9 -0 8 -6 8 -0 7 -8 • Values are based on the American Iron Steel SS f 15 -5 13 -4 I 1 1 -1 1 ' 10-11 • j 10 -1 + 9 -5 Institute (AISI) "Cold Formed Steel Design U180_ 9 -9 8 -10 8 -2 7 -9 ] 7 -4 7 -0 Manual "(1996 Edition). " 26 DS f 14 -3 12 -4 11 -0 10 -1 9 -4 8 -9 U180 13 -1 11 -10 11 -0 10 -1 9 -4 8 -9 TS f 15 -11 13 -10 12 -4 11 -3 10 -5 9 -9 Specifications subject to change without notice. U180 12 -0 10 -11 10 -2 9 -7 9 -1 8 -8 Loading Table Legend f -Load limited by flexural bending stress L -Span L/xxx -Load limited by deflection SS Single span 1 © -1 Double span 1- © I © - I TS Triple span I © I © I © -I AEP ,SPAN Engineered Solutions in Metal Zincalume'° is a registered trademark of BHP Steel OLA) Pty Ltd O ASC Profiles Inc. July 2002 Printed in USA Revision 5M (PS187) N National ® Brand 42 -182 100 SHEETS 1 • - ' . ," .',.' . (N\ . , A ..- / / / / N 1 �^ `t"O tO � O 1 448 11 c� l tl q a �`t' l O fl N ma \ \ \ / /�V 1/�` $,��`/ /�s;,+ a ,� ; 1 1 l • ,W.,. �v aM BM i 1 .. 0' . tO L IT 1- ra m 11 _ i v.) [ . .—T-------:1.‘ --cci, o_ Cr VI ‘ • 0 k1 1 1 ■ n N • G d Go a J --.-- f a rn ' 1 F 'i ,�. $ �Q l o ` 3 ti E" ( E r (o 1 �� C3ik .cop - Co LS' N 1t (o= 4" (¢ ° SQ,) 10 -4 C4 sQ. �l.s ) w J Y... 1, c -2. ' -: 1, d.' 11,„- ' s ' _ '` °�,, .' 'r.' . F. 1 ^`°National ® Brand 42 -182 10o SHEETS ` t' d ( O / 48 n t o'- o t` q. 8� — P I , N. A►' o I� o o -fit, 1 1 � ‘,. \ ti ;; CI J --- 11 7 14 E . ,, . ....,:„ ., .:.,, , , \ ffil , ''. 014 P ..*"' ,..... \-1. , `y . 4 yyyq.' r. C GbL CGdV t '' �°� I Q . Io 3" �4 • (3 ` y ,k ` yy W., 3 ` ,7J f is „ f (c) art, j c�"Sw 1 b ,. 5820 Sfav, 4a v-ef 1 2.31 GP-- 9 (42'34-) Cf - IEGI - G E 1 30eacM (ih @ E) U (c, ft&4) = (6 PSF) 1S /) W 237 PL F N �, .55 K s i a l/1 i v v ii is 0 r. T it J .015�� _ . • Wt. = 5 P(,F (N& 11 'AA _ Lit, 2 kJ a � cap. - �; (e Ve r) x 8 Z 95.19 = gFg S x (gei = 3 . Cet ( r rt R5�( (jz) � (it-tax) ) _ = 3 1 . • 2•6(R lat iD . = ., s i ir e "' `' C 0\1 5 9i 12 -3( cp- ►o Cf-f-Ecl_ GoMPf 'ssto FLA4 \4 grZA -C J = ri c�.J LEvQ2 L = �° ` -o � = !08 F- w S G q 3. I t( i .• . 2 0 N c6 = (47S ( M ' /M =o) ® Off. C � ( O ra 1 /2 (1 St;75) s (K7 1 02 t (3.6(4) 'f2 FPc -rz- . - _ D 0.75y 0) ( 617(?) b • =. 3(.8 f�s 3I.8 ks� o K, • (Sec. a f - # — V – 3.3 A) <�. c* y • Oliti&Ci lr coy' EXP. DATE: 1 .... .. u 5 paY -ct et. e.. 12.31 C 7 - ( C.h.u,k • Oon KS i . E = 2Q , Z (2q. 9 E Cb Cb = (.7S glo F ��'Zb¢ F = SS KS `f Ui w w N I 3 Co. = 3 z Q 6T 0 kr = 5 7) ce " ( (577) C w II z 8�' ( ) r- (/o 2 ( „ F�a�t = ( 2 g) ((6c(?? ([24) L s Xc. ... 4-3 f2 6( T., 65 F = (4)5S • OOfI 6: 30.6 — 4-.8 1 f . x PE A 1 ;. ` A lit r n . `441 '� �z r ' �� C O'J R FXp DATE 1/41... / cp - C & Z STRUCTURAL Properties C SECTION Size X -X Axis Y -Y Axis (In Inches) Gauge t AREA I S r I S r A B (In.) (In.') (In!) (In.') (In.) (in.') (in.') (In.) I 4 2.25 16 0.060 .5751 1.5072 .6922 I5849 .4821 .3621 .8964 .-.-1 14 0.075 .7406 1.8593 .9095 1.5746 .5983 .4525 .8932 6 2.25 16 0.060 .6951 3.9147 12067 2.3317 5611 .3792 .8827 A 14 0.075 .8906 4.8560 1.5846 2.3229 .6974 .4742 .8803 16 0.060 .8151 7.7599 1.8059 3.0394 .6175 .3895 .8573 8 2.25 14 0.075 1.0406 9.6526 2.3654 3.0320 .7681 .4872 .8553 12 0.105 1.4700 13.3501 3.3375 3.0136 1.0648 .6829 3511 16 0.060 .8606 8.5893 1.9507 3.0892 .9861 .5183 1.0467 8 2.75 14 0.075 1.1001 10.8302 2.5684 3.1028 12288 .6490 1.0451 13 0.090 1.3495 12.9219 3.2267 3.0938 1.4703 .7805 1.0436 12 0.105 1.5750 14.9863 3.7466 3.0847 1.7093 .9118 1.0418 16 0.060 .8917 9.3305 2.0323 3.1175 1.4601 .6602 1.2333 8 3.25 14 0.075 1.1435 12.0067 2.6777 3.1632 1.8214 .8272 12320 12 0.105 1.6637 16.6309 4.0841 3.1454 2.5437 1.1664 1.2301 16 0.060 .8471 103031 2.0470 3.3834 .6400 .3932 .8.433 9 2.25 14 0.075 1.1156 12.8196 2.7942 3.3757 .7964 .4919 .8414 13 0.090 1.3501 15.3051 3.4011 33670 .9517 .5910 .8396 12 0.105 1.5750 17.7611 3.9469 3.3581 1.1047 .6897 .8375 16 0.060 .8694 132989 2.2659 3.7219 .6597 .3963 .8290 10 2.25 14 0.075 1.1906 16.5491 32485 3.7137 .8212 .4959 .8273 0� 12 0.105 1.6810 22.9749 4.5950 3.6969 1.1423 _ .6974 .8243 , / 10 3.25 14 0.075 1.2879 20.2399 3.6191 3.8721 1.9575 .8459 1.2042 •(-- / 12 0.105 1.8712 28.0998 55115 3.8559 2.7314 1.1902 12022 12 2.25 14 0.075 12741 25.8456 3.9566 4.3755 .8625 .5020 .7993 12 0.105 1.8900 35.9288 5.9881 43601 1.1979 .7042 .7961 Z SECTION Size Properties Size X -X Axis Y -Y Axis in Inches) "'''""F ( ) Gauge t AW I S r I S r 1 x -y r e 1 A B (In.) (In.') (In.') (In.') (In.) (In.') (In.') (In.) (In.) ^1 16 0.060 .5735 1.5708 .7917 1.6202 1.1117 .5008 13630 1.0137 4 2.25 14 0.075 .7402 1.9425 .9572 1.6126 1.3906 .6285 1.3644 12591 16 -0.060 .6935 4.0170 12364 2.3647 1.1117 .5008 12440 1.5776 V16, a 6 2.25 14 0.075 .8902 4.9900 1.6392 2.3587 1.3906 .6285 12451 1.9648 C TMa 1 16 0.060 .8135 7.8967 1.8.360 3.0690 1.1117 -5008 1.1515 2.1414 8 2.25 14 0.075 1.0402 9.8315 2.4238 3.0644 13906 .6285 1.1525 2.6705 12 0.105 1.4626 13.6001 3.4000 3.0494 1.9477 3863 1.1540 3.7187 16 0.060 .8374 8.7631 1.8815 3.1232 1.7734 .6520 1.4050 2.9220 14 0.075 1.0651 11.0091 2.4331 3.1325 22188 .8180 1.4063 3.6445 8 2.75 13 0.090 1.3093 13.1362 3.0975 3.1251 2.6648 .9851 1.4075 4.3636 12 0.105 1.5676 152362 3.8091 3.1176 3.1093 1.1527 1.4 5.0769 16 0.060 .8535 9.4734 1.8908 3.1440 2.6517 .8235 1.6634 3.8218 8 3.25 14 0.075 1.1093 11.9972 25282 3.1659 3.3179 1.0328 1.6649 4.7672 12 0.105 15869 16.8767 3.7435 3.1761 4.6570 1.4565 1.6684 6.6475 16 0.060 .8451 10.4570 2.0750 3.4117 1.1117 .5008 1.1124 2.4233 9 2.25 14 0.075 1.1152 13.0186 2.8541 3.4064 13906 .6285 1.1133 3.0233 li 13 0.090 1.3451 15.5411 3.4536 3.3991 1.6698 .7573 1.1142 3.6209 12 0.105 15676 18.0335 4.0074 3.3918 1.9477 .8863 1.1147 42137 16 0.060 .8673 13.4717 22929 3.7492 1.1117 .5008 1.0770 2.7052 //I 10 2.25 14 0.075 1.1902 16.7667 3.3096 3.7427 13906 .6285 1.0779 3.3761 12 0.105 1.6730 232581 4.6516 3.7286 1.9510 2878 1.0799 4.7136 10 3.25 14 0.075 12310 202938 3.3389 3.8816 3.3179 1.0328 15695 6.0149 12 0.105 1.7962 28.3911 5.0720 3.8834 4.6510 1.4546 15718 83924 12 2,25 14 0.075 1.2757 26.0959 4.0259 4.4016 1.3906 .6285 1.0161 4.0818 12 0.105 1.8826 36.2465 6.0411 4.3879 _ 1.9477 .8863 1.0172 5.6985 Notes: ❑ Materials conform to ASTM A -924/A -653, Grade 50 (Fy =55 ksi minimum) with G60 galvanized coating, or ASTM A -570 Grade 50 (Fy =55 ksi minimum) bare or red oxide coating. ❑ Values based on the American Iron and Steel Institute (AISI) "Specification for the Design of Cold-Formed Steel Structural Members" (1986 edition, with 1989 Addendum). ❑ lx -x pertains to deflection determination. ❑ Sx -x pertains to stress. determination. ❑ Y -Y axis properties are for the full un- reduced section. C� BHP • BHP Steel Building Products USA Inc. © BHP Steel Building Products USA Inc. March 1996 Printed in USA Revision 5M (PS201) , 0 40 , Fy -65kS1 - ■■■ ■■■ ■ ■■x■ ■ T . + . E E: .,. EE E : r t t 'e�. E , . E:• =:: • •:: a : , • a. a i; i , r . ..� - _ .....E E E �, . E E EEEE E E • aEE ■ ■ . }„ ■ , i. ■ , + '■ ■ . :E .. E E9E- E -4 aE. E E :1+ .+ t _ Tr F,ll1 : • .. aE "a 'NE Ea: E�E ■ l Ep E E ■.E ■EE ■x : G NU ■E a E■ it-'- - ■ ■ 35 �a aa a■ • aa =a aaaaE a i r E: • ■ a ■ • a a=aaa : aa �: t ■�i N a E �} � � _ Bending Limiting Values of L „ /(d I, - ■r■ * E a : a = . ■■■N■■C�■■■■■ ■■■ ■■ ■■■ ■ ■■ ■■ ■ Coefficient, C,, a p�■■E N ?, . }. EPEE : E:EE .EE E. EEEEEEi IN A OM O■ • M iii ►,ia ■ a ' ■ a ■.. p■ .. aa E - - F E,liaaaa I- Sections a • • minim= ■■ • • • ■■■■■■! ■■■Ua`.■:E mg a M, /M, C, r Symmetrical Channels • : :: ■■ !! 11!N 11 ■ ■iN =riagg N ■■■■■w N■■■■ ■.- N►�p■■ p / ■ _ ■■■ ■ ■ u ` Q 1 1/'1!!111llig��ggilliwa ■ ■mal q.N■ 111 1 1■ (ksi) 1 ■ ' . .. ... 7■ ■ ■�.N .�■■ 2 2 ('� per- ■ ■■li�i i N ■ ■■=ii . . 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N■mom■ E .......mmu. am... 02 HUM c0 5 - im aE ■■■.■■■x....■■.■■■■■■.■.■■■■..■ ■■■■■■ ■■■.■p■■■■■■■■■■.■.■■■■■p■x■■■/ ■■11111■: ■■ UO ■■a:E::■■■i ° WIIM • MOWN Um= AUMmom ■■■■ p■■■■■ p■■■■■■■■■■■■■■■■■■■.■■■■■■■ N■■ ■■■■■■■■p ■N■p■■N■pp■■■■■■■■■■■U ■ U■■•■ 2J CL suns ■ amM ■■■■■. ...■■■...■..■■■......■... rr ••••N ••••p •••• ..- :■ ■■. .N■■ ■■ ■.■■■ ■.■■■■...■.■■. ■..■■N ■■.■■■ ■.p ■■■: �. ■ •• C +, 0 • �M p■ ■N ..■ ■■■■■'L.U.� ■ = 0 10 20 30 40 CI) 60 70 80 90 100 110 120 130 140 150 n L2S ` 0\ ° C,d I,.. o • I 3 0.36 *2 EC, L S,,. 1.8 1 r 2 EC, m CHART V- 3.3(A) For F, < d I < F, a Laterally Unbraced Beams 2 F, L S„ Maximum Allowable Compression Stress, F„ for I Shaped Sections F" = 3 F ' 5.4 ,,2 ECG ( d I„ ) cs (Eq. 3.3 -1) Symmetrical About an Axis in the Plane of the Web or 1.8 T EC,, L S,,. w Symmetrical Channel- Shaped Sections For F, < dI, o F,, = 0. ,r E a I,< (Eq. 3.3 -2) L S, "c) I i „., ., ,::. ., - - - , • - _ ,,, g Vq = iN .I i ii 7 " . I- ':‘,,, 1. f- _ , . -, 0 ; t 1 i ' z ) n .7 .21 1.4 ouofl -30 li g )i = g I = 1 -,,11/44 r1 3.19'119 ON V ) 2.) -> �' = �xs -7.1 _ „, i I = --ft up ' SSa...jS -,)Tarioni9 vi ..) svi..);U1 CO _ g 5-5 4 1Q- # b - 1� V� _ ti 0 3 I) a b b = j-sd H = (4-a u) on sii A N (Sw�a -3) r�d�S�x) N cn M kn2d0i) up' dYJ Z _ ( - V)) (29 f ,) (171)) = (ss-oj) do ($b Lb) " cbC3 - )1 (1 4 oe (xlvds + ' Yv-tGJ -b) - d 6o - Lt. s -4)oc 1 £.2'IP. , . . 5 S+ da. ir I?, -3 i cp -_ts (4z-4) . . c“-eue-- ga4-/{- coLuiti ( 0 013 IQ ECV (W : i 27 I- I F. tkqx ( ctesil" ) = ( 2 . 2.5) ( IS 6)( 16 ) PcF . 1 ----- \ _ .L. .c.. I ...- (4, -,r I 2 . It 12- .C6LF — 77r9P 1)4 q Cc-R-6 L-J s' 7,-.. I ..= 1 T 1 U( (& = 190 / i s cre 11---1 4O s . cre. L Pr 0 t. ago 1.)410 te.. cheAttr-- vA(1. -= 1 8 0. (screw 0/ ott:tv- o-c-- s' -.::_. C • - t - al( o La alote, rIl 6ar v at (.1 c_ ---- 60 4 (sereLJ _ Fa 1-t:.-,--- 0 .-- • u . . :1 N ..,'" :- : • ' i.- 'C-1 ( ,--"< I V ectl - •, : . : . , 0 .. 1 gearvk • ‘. OK& G-08 : 1 `1 • 7 c ode. .— ...-,--,'—' 4:* ,, ' U ,, 89 2 ) W5135 - H Tr • e - . . .. . , ir•4.. , •. ,,, ....^-, , (+ ) = gr. -.—■ ,.,:•,--, . , .5 „. \ , .0..;5: .• ,: •. ,,-' c i .0 -:: (as-v) J '''‘,,,„ ...;‘,-_! . • .'.:-:.., - -•,. , • _ , ,. ,- _. , .. cY1 _ — 54 - 1: 0 ..-= asV —1_,,,z -_-_. -21 ( ---• -15 - 271r, 4.9,10 «J2 _ P • i 0 , 2 ) •1091,. g - Z -,--- a IN1 44-- , .19y _ ,..21, -- 1 d + - is _ + 15 '55'1 * .-1 - A- (70 Lb) It -1 Q i r d .2-zZ' _44_____44_____44__Ile___ ci,e , ::. f.uo 4 , „"109 A z (.., oag-fr = -- V t+ si _ , 4,. r a 1 I 4 • 3 cp X U.— .&. n3 co 1.1 0 co m m co 1 I (r)cl bb ) j_ c- LLZ (a r ill le)) ./ac-iv-) i.vo-i -25v--)-4-5410m il . Nu n - 13315 I - 10 Lo-Lz 5.3.),0d--iv 1+5 ., . r +23¢ Sd- Crpa(-f-s s,27- o rp 1 - - Z (0A Go 1.4.13 t /JAM a' : 3. V +S 5, 'D -4- W 140 Go h -ra 1 u, w o D + SEC SM i c- Co k) O CM CO N P ± •7S WI 4b t -7S sKo 0 .e,---. (AK-iv a co iii 0+ ,7S WWI) + ,7S se sktt L (010 0 z 41, - 7 , D. 4 D ± 1.,S (---/ (. 67 -6,0115-v 6b, S . T'- ti 6 D. & D + SE( Q' k) / l / /j��(y/J{ ,',./ J- , f :f j G icA ._ Jo r I sis '-, ri i t EXPIRES: 5 %3/ (f�(, S E4 5 D -t- (.6tLib \it -- Th. <--- 228 ( e ) = a 8 By observoch,p, u. -mac Aestg" . O c .„. ,, "3 c eZ3 `{ -4- - arpo %E 5` -2'1 CAS - - # 6 Dt715 (5L- -Liikio) cc, / 66 l # l Lu o o ,� ; m, . ® Ti o ja;AL x // l / ' ` i EXPIRES: 5/31 #7 1) (.6) - 1i1((lc,ucPc.- lam (pom NEC( 6 x,0054# Nnfic RSS4" x 4-`-, K Ve." i MA`t H-,\ a _ o f • . Nii( 3 3 4 , 2 # ("kW) W r Y = -vr Y '6'_- ge5u STS : 44-SS 3 x 3 X 4 4 « ,, o k -m= tk / 455 -- x 4 x Ve3• 6,.:;9 %------f AS- AS50o G r�c 42 - 4 Cep L A e; Company May 27, 2009 Designer 6:56 PM Job Number 4234 Standard Steel Carports Checked By: Global Display Sections for Member Calcs 5 MaX =Internal SectidiTS or;Member. Calcs. ; 1,97...7 § _ k : - . R , a ,,.,. Include Shear Deformation Yes Merge Tolerance,(in):`.aNDR,, r _ . ..., ,. .._ . 12;x - ._ in ....IE..... .. P -Delta Analysis Tolerance 0.50% Hot Rolled Steel Code AISC: ASD 9th Cold Formed=Steel,Code_ A[51,99 °ASD Wood Code NDS 91/97: ASD Concrete Code ACI 2002 Number of Shear Regions 4 :R4ditiitfISOati6Oatidtettiefitif in) Concrete Stress Block Rectangular UseiCracked4Sections ,Y.es_e . _ Bad Framing Warnings No Unused =Force WarriingSt . OSRA _IONI ,._ M. _ late: Hot Rolled Steel Properties / Label \/ E [ksi] G [ksi] Nu Therm 01E5 F) Densityjk/ft^31 Yield[ksi] 1 A500 Gr.46 V 29000 VVV 11154 .3 .65 .49 46 Hot Rolled Steel - ion - is Label Shape T .e Design List Material Design Rules A [in2] I (90 270) [i... 1(0.180) in4 1 HR1A HSS3X3X3 Column Tube A500 Gr.46 Typical 1.893 2.464 2.464 Member Primary Data Label I Joint J Joint Rotate(deci) Section /Shape Type Design List Material Design Rules 1 M1 N1 N2 HR1A Column Tube Abs Gr.46 Typical Member Advanced Data Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical TOM Inactive 1 M1 Yes Joint Coordinates and Temperatures Label X [ftl Y [ft] Temp [F] 1 Ni 0 0 0 ..N2 A, < 2 �, _ ,:.�. .. ..rFri . - ....., , e. _ ..... ....; .. ,.� 2u._.�_..=r0. _, s_ , � Joint Boundary Conditions Joint Label X [Win] Y [k/in] Rotation[k- ft/rad] Footing 1 N1 Reaction Reaction Reaction Hot Rolled Steel Design Parameters Label Shape Length[ft_ Lb-out[ft] Lb -in[ft] Lcomp top[ft]Lcomp bot[ft -out K -in Cm Cb Out s... In sway 1 M1 HR1A 8.5 l 2.1 2.1 RISA -2D Version 7.0.0.6 [C: \RISA \standard carport.r2d] Page 1 Company May 2 Designer 6:56 PM Job Number 4234 Standard Steel Carports Checked By: • Joint Loads and Enforced Displacements (BLC I : snow load) Joint Label L,D,M Direction Magnitudejk.k -ft in,rad k' 2 /ft] 1 N2 L Y -4 V/ Joint Loads and Enforced Displacements (BLC 2 : dead load) Joint Label L,D,M Direction Magnitudejk,k -ft in,rad F9s ^2 /ft] 1 N2 L Y - ✓ Joint Loads and Enforced Displacements (BLC 3 : wind (horiz)) Joint Label L,D,M Direction Magnitude[k,k -ft in,rad k *s ^2 /ft] 1 N2 L X .228 Y'' Member Point Loads Member Label Direction Magnitudejk,k -ft] Location[ft, %] No Data to Print ... Member Distributed Loads Member Label Direction Start Magnitude[k/ft.d..End Magnitude[k /ft,d... Start Location[ft, %] End Location[ft, %] No Data to Print ... Basic Load Cases BLC Description Category X Gravity Y Gravity Joint Point Distributed 1 snow load None 1 e:2 r ' dead load , ... a None M Mtt_3s , '"knr1 f .k „ 3 wind (horiz) None 1 Load Combinations Description Solve PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 Comb #3 Y 1 1 2 1 Pi: - a': - 2 f r u, , .p�:' a ,r'2 .., .... , , . ';�2; , ��Comti " "' #.6 � . ..� .x. �'Y.� �..� . ��1.� � 75 � # � 2 � , � 1 � ��3 .75`� .. �: � ° x . �" 3 Comb #5 Y 2 1 3 1 Load Combination Design Description ASIF /CD BIF Service Hot Rolled Cold Formed Wood Concrete Footings 1 Comb #3 Yes Yes Yes Yes Yes 2 . _ `:Comb #6` , »N -. ANAZZ V ,_ t..... :... ,.:Yes x ` v Y.es . _ =P.. Yes x, , Yesi . Ye - 3 Comb #5 Yes Yes Yes Yes Yes - Joint Deflections LC Joint Label X [in] Y [in] Rotation [rad] 1 1 N1 0 0 0 . R - 0 009 0 Joint Reactions LC Joint Label X [k] Y [kJ MZ fk -ft] 1 1 N1 . -- �. � � .. � :T�ofals a � , .. �ti 0. .. . � - 4. 804 - mob. �- 1 � _ < , . �� � ..�._ .._ .� � � .� � , - - � __ RISA -2D Version 7.0.0.6 [C: \RISA \standard carport.r2d] Page 2 Company May 27, 2009 Designer 6:56 PM Job Number 4234 Standard Steel Carports Checked By: Joint Reactions (Continued) LC Joint Label X [k] Y [k] MZ [k -ft] 3 1 COG (ft): X: 0 Y: 8.5 • Story Drift LC Story Joint(X) X Drift[in] % of Ht No Data to Print ... Member Section Forces LC Member Label Sec Axial[k] Shear[k] Moment k[ ft] 1 1 M1 1 4.804 0 0 3 3 4.804 0 0 4,. ,, 5 4 , 5 5 4.804 0 0 Member Section Stresses LC Member Label Sec Axial[ksi] Shear[ksi] To Bending[ksil Bot Bendingfksi] 1 1 M1 1 2.538 0 0 0 Vzik::4::=:i:RiiggigfRitRiatikiedarrCWati 3 3 2.538 0 0 0 94F � .. ...�_.. ...,.�. ;�,� ,,,a.�.. ...-., 4 � _ 2.538fi � . •0 , h ,. :�. 0, ,�OF. 5 5 2.538 0 0 0 Member Section Deflections LC Member Label Sec x finl v finl (n) Uy Ratio 1 1 M1 1 0 0 NC ii10!24811 FIZEP07414.002450 q 0, f , N:C; 3 3 -.004 0 NC :- z � Mr e .s y . _ - ,.-. ° r A ,.::4 ,...x.; _. � rs- �, ...�:... �,��;�k...��.. ,.�� ,�.fi,�. .. _4�_..� .. E_ . �:,�. :007 �afr �.�� . _ {0:,. . ,_ a�.... ,NCB.. 5 5 - .009 0 NC Member AISC ASD Steel Cod: Chec s (By Combination) LC Member Shape UC Max Loc[ft] Shear UC Loc[ft] Fa[ksi] Ft[ksi] Fb[ksi] Cb Cm Eqn 1 1 M1 HSS3X3X I .599 0 .000 0 4.238 27.6 30.36 1.75 .6 H1 -1 Material Takeoff (7\( Material Size Pieces Length[ft] W eight[K] 1 Hot Rolled Steel 2 . A500.Gr46HSS3Xr3X3.....; 1 :` .... :< 815a.r 0 Total HR Steel 1 8.5 0 Solution Warning Log Message No Data to Print ... RISA -2D Version 7.0.0.6 [C: \RISA \standard carport.r2d] Page 3 Company May 27, 2009 Designer 6:56 PM Job Number 4234 Standard Steel Carports Checked By: Global Display Sections for Member Calcs 5 Max .IhfernalSectiors forMernber ;;Gaits _ ,97' Include Shear Deformation Yes Merge�rTole ance,(in) r a....:: 1.2 , P -Delta Analysis Tolerance 0.50% Hot Rolled Steel Code AISC: ASD 9th Cold Formed = 'Steel Code. AISI 99 SAS ®. .. Wood Code NDS 91/97: ASD Concrete Code ACI 2002 Number of Shear Regions 4 Region;rSpacir q, Increment (in) _ 4 Concrete Stress Block Rectangular Use,.C.racked`Section`s . 4 ,:. „ , Yes,,..fi Bad Framing Warnings No Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm ( \1 E5 F) Density[k /ft9] Yield[ksi] 1 A500 Gr.46 29000 11154 .3 .65 .49 46 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rules A [in2] I (90,270) [i... I (0,180) [in4] 1 HR1A HSS3X3X3 Column Tube A500 Gr.46 Typical 1.893 2.464 2.464 Member Primary Data Label I Joint J Joint Rotate de• Section /Shave T se Desi.n List Material Desi.n Rules 1 M1 N1 N2 HR1A Column Tube A500 Gr.46 Typical Member Advanced Data Label I Release J Release I Offsetij J Offset[inl T/C Only Physical TOM Inactive 1 M1 Yes Joint Coordinates and Temperatures Label X [ft] Y [ft] Temp�F] 1 N1 0 0 0 Joint Boundary Conditions Joint Label X [k/in] Y [k/in] Rotation[k- ft/rad] Footing 1 N1 Reaction Reaction Reaction Hot Rolled Steel Design Parameters 1 Mab Lel Shape Length[ft] Lb- out[ft] Lb -in[ft] Lcomp top[ft]Lcomp bot[ft] -out K -in Cm Cb Out s... In sway 1 HR1A 8 I I RISA -2D Version 7.0.0.6 [C: \RISA \standard carport.r2d] L Page 4 Company May 27, 2009 Designer 6:56 PM Job Number 4234 Standard Steel Carports Checked By: - Joint Loads and Enforced Displacements (BLC 1 : snow load) Joint Label L,D,M Direction Magnitude[k,k -ft in,rad k *s ^2 /ft] 1 N2 L Y -4.56 • Joint Loads and Enforced Displacements (BLC 2 : dead load) Joint Label L,D,M Direction Magnitudejk;k-ft in,rad k *s ^2 /ft] 1 N2 L Y -.244 Joint Loads and Enforced Displacements (BLC 3 : wind (horiz)) Joint Label L,D,M Direction Magnitude[k,k-ft in,rad k *s ^2 /ft]_ 1 N2 L X .228 Member Point Loads Member Label Direction Magnitude[k,k -ft] Location[ft, %] No Data to Print ... Member Distributed Loads Member Label Direction Start Magnitudejk/ft,d..End Magnitude[k/ft,d... Start Location[ft, %] End Location[ft, %] No Data to Print ... Basic Load Cases BLC Description Category X Gravity Y Gravity Joint Point Distributed 1 snow load None 1 =._deadload.. NO, . i MOVIZ 3 wind (horiz) None 1 Load Combinations Description Solve PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 Comb #3 Y 1 1 2 1 :. a , y - 3- Mfg f F -� ta �; a :r•-"k Mal - y =2. .,Comb' #6 *1 king sY 1�_ .75 � -2, . 1.3 -.t ..�3� _ ..75 �, �:;,. „�- al x :. . ,, :: .. • 3 Comb #5 Y 2 1 3 1 Load Combination Design Description ASIF CD ABIF Service Hot Rolled Cold Formed Wood Concrete Footings 1 Comb #3 Yes Yes Yes Yes Yes ::211Comb,A #60, _. Yes.. Y es.. •,Yes _. - Yes:` . ::Yes 3 Comb #5 Yes Yes Yes Yes Yes Joint Deflections LC Joint Label X jin] Y [in] Rotation [rad] 1 2 N1 0 0 0 Joint Reactions LC Joint Label X [k] Y fkl MZ [k -ft] 1 2 N1 -.171 3.664 1.767 r?ii � R -�- x a e e y R . \ i ' ^tea _ -. t i$ ._ r _d .. ... �� ° rTotals ; ��; � ,..�.......� �: ..... ;,a _ . -�17A1 , , � _ .. . r .. -.,� � :3.664 :__ v , _ .._ . RISA -2D Version 7.0.0.6 [C : \RISA \standard carport.r2d] Page 5 Company May 27, 2009 Designer 6:56 PM Job Number 4234 Standard Steel Carports Checked By:_ . Joint Reactions (Continued) LC Joint Label X [k] Y [k] MZ [k -ft] 3 2 COG (ft): X: 0 Y: 8.5 Story Drift LC Story Joint(X) X Drift[in] % of Ht No Data to Print ... Member Section Forces LC Member Label Sec Axial[k] Shearfkl Moment[k�ft] 1 2 M1 1 3.664 .208 1.767 3 3 3.664 .208 .883 R V4..-44 ... 3.664 ..._r .2 08 . o.; .442 5 5 3.664 .208 0 • Member Section Stresses LC Member Label Sec Axial[ksi] Shear[ksi] Top Bendingfksi] Bot Bendingfksi] 1 2 M1 1 1.936 .199 - 12.906 12.906 2;2 .f _ lit . varz`.,.... aa_. .:: :..`. k .2u:s k 11.936: ,; ......1:99 •9'.`679. ... 9:679 3 3 1.936 .199 -6.453 6.453 4 ,` �.::'l,..£ '� -�, ,; ., `.i} <': �..�: ..4 .° .,; ;-1 '.936.. ;` „ f.199 "3 3:226.. . 5 5 1.936 .199 0 0 Member Section Deflections LC Member Label Sec x [in] y [in] (n) Uy Ratio 1 2 M1 1 0 0 NC '. 42„ .002. &Q...,` . .089, . X114.6.675 3 3 -.003 -.323 316.186 Z-4 .. _"r.. ,...._,,, . : ...:: ,n ^ , &. ia f 4 ` . :a ._. .005_'_ ... . , ... rv... ,.653 7,..156275 .. 5 5 - .007 - 1.031 98.93 Member A/SC ASD Steel Code e s (By Combination) LC Member Shape UC Max Loc[ft] Shear UC Loc[ Fa[ksi] Ft[ksi] Fb[ksjJ Cb Cm Eqn 1 2 M1 HSS3X3X . .926 0 .011 0 4.238 27.6 30.36 1.75 .6 H1 -1 Material Takeoff (3(-- Material Size Pieces Length[ft] WeightfK] 1 Hot Rolled Steel 4 -c : 37- . _..A500 Gr 46 . ._> . w _HSS3X3X3 . .1.::: _. ~ 8 :&. 0 3 Total HR Steel 1 8.5 0 i Solution Warning Log Messa•e No Data to Print ... RISA -2D Version 7.0.0.6 [C: \RISA \standard carport.r2d] Page 6 Company May 27, 2009 Designer 6:56 PM Job Number 4234 Standard Steel Carports Checked By: . Global Display Sections for Member Calcs 5 Max; InternalliSections ,for..Member - Calcs 97 ;: Include Shear Deformation Yes Merge Tolerancee,(In) st _ _.12, P -Delta Analysis Tolerance 0.50% Hot Rolled Steel Code AISC: ASD 9th Wood Code NDS 91/97: ASD UVood Temperature';' � < 1OOF r ;; � . Concrete Code ACI 2002 Number of Shear Regions 4 Region' SpacihIMIncrement,;(n). Concrete Stress Block Rectangular Use_Ci"acked Sections ... Yes; Bad Framing Warnings No ilt used Force7Warnings_. Sii , . YesSafit . -, _ _' a` irpg. Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm ( \1 E5 F) Density[k /ft ^3 _ Yield(ksij 1 A500 Gr.46 29000 11154 .3 .65 .49 46 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rules A [in2] I (90,270) ji... I (0,180)'[in4] 1 HR1A HSS3X3X3 Column Tube A500 Gr.46 Typical 1.893 2.464 2.464 Member Primary Data Label I Joint J Joint Rotate(deg) Section /Shape Type Design List Material Design Rules 1 M1 N1 N2 HR1A Column Tube A500 Gr.46 Typical Member Advanced Data Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical TOM Inactive 1 M1 Yes Joint Coordinates and Temperatures Label X [ft] Y (ftl Temp_[F] 1 N1 0 0 0 Joint Boundary Conditions Joint Label X [k/in] Y [k/in] Rotation k- ft/rad Footing 1 N1 Reaction Reaction Reaction Hot Rolled Steel Design Parameters Label Shape Length[ftj Lb- out[ft] Lb -in[ft] Lcomp top[ft_Lcomp botfff K -out K -in Cm Cb Out s... In sway 1 M1 HR1A 8.5 2.1 2.1 RISA -2D Version 7.0.0.6 [C: \RISA \standard carport.r2d] Page 7 • Company : May 27, 2009 Designer : 6:56 PM Job Number : 4234 Standard Steel Carports Checked By: ' Joint Loads and Enforced Displacements (BLC 1 : snow load) Joint Label L,D,M Direction Magnitude[k,k -ft in,rad k *s ^2 /ft] 1 N2 1 L Y -4.56 Joint Loads and Enforced Displacements (BLC 2 : dead load) Joint Label L,D,M Direction Magnitude[k,k -ft in,rad k *s ^2 /ft] 1 N2 L Y -.244 Joint Loads and Enforced Displacements (BLC 3 : wind (horiz)) Joint Label L,D,M Direction Magnitude[k,k -ft in,rad k *s ^2 /ft] 1 N2 L X .228 Member Point Loads Member Label Direction Magnitudefk,k -ft] Location, %] No Data to Print ... Member Distributed Loads Member Label Direction Start Magnitude[k/ft,d..End Magnitude[k/ft,d... Start Location[ft, %] End Location[ft, %1 No Data to Print ... Basic Load Cases BLC Descri.tion Cate.o X Gravi Y Gravit Joint Point Distributed 1 snow load None 1 3 wind (horiz) None 1 Load Combinations Description Solve PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 Comb #3 Y 1 1 2 1 . °2 z. Comb: #6 .g .,•.- =Y , ROZ ..1 , .,;;Vk. > -3t tii kIU 3 Comb #5 Y 2 1 3 1 Load Combination Design Description ASIF CD ABIF Service Hot Rolled Cold Formed Wood Concrete Footings 1 Comb #3 Yes Yes Yes Yes Yes k;A : gaYes„ .T - _ .Yes .,..!i ... Yes Yes r Ye 3 Comb #5 Yes Yes Yes Yes Yes Joint Deflections LC Joint Label Y [in] Rotation [rad] 1 3 N1 0 in1 0 0 .... ..: 1.:144 ;, ' : 0 1 68e 2 S pa Joint Reactions LC Joint Label X [k] Y [k] MZ [k -ft] 1 3 N1 -.228 .244 1.961 . - RISA -2D Version 7.0.0.6 [C: \RISA \standard carport.r2d] Page 8 Company May 27, 2009 Designer 6:56 PM Job Number 4234 Standard Steel Carports Checked By: Joint Reactions (Continued) LC Joint Label X [k] Y [k] MZ [k -ft] 3 3 COG (ft): X: 0 Y: 8.5 Story Drift LC Story Joint(X) X Drift[in] % of Ht No Data to Print ... Member Section Forces LC Member Label Sec Axial[k] Shear[k] Moment[k -ft] 1 3 M1 1 .244 .231 1.961 2 _ ._. .244.._ ., , .231 1.4:71 3 3 .244 .231 .981 4. , ,__ :. < 1':. :4_ " :. 244...... .... ,.231.. _ . . .49 5 5 .244 .231 0 Member Section Stresses LC Member Label Sec Axial[ksi] Shear[ksil To Bendinglksi] Bot Bendingfksi] 1 3 M1 1 .129 .221 - 14.326 14.326 ' 2 _ !ft i ,_gaN_ ..Be _ `.i,. F .A :. ' .> 2 2:aw..... 4.129 w0-, ,a. 221;... ,. - ,1,0.744. 10.744 3 3 .129 .221 -7.163 7.163 4._ . _ .a `. _.... .. f . - ... 4. _%'S .....129. ,y M.: .221 .. : .3.581 :63:581 5 5 .129 .221 0 0 Member Section Deflections LC Member Label Sec x [in] y [in] (n) L/y Ratio 1 3 M1 1 0 0 NC 2 .... � ,,,,.. - r. _ .. fi .,,� ..�. .... _ .. _ ...� _ ._� . ��� _ °s�..__ 2� �: kz� ;.� 5 � 0 .� � � fg099. x ;... ..1033:'002 —3 3 —. 0 -.358 284.842 o0 5f MAN 4 s -` --..�, i $ ., }s_ r � . �x�:.t,.xek �.c,; -�- ., -r 's 1..8'...�n -. . <,�� � � � "4.._. `; a.. a� _�.. ,.. ^�,.av - � x�.n . �� to u. _ , . _ ,� -. _- � - �, 72 - -� 1 °40 783 ,. . . 5 , 5 0 -1.144 89.123 Member AISC ASD Steel Code • - . ks (By Combination) LC Member Shase C Max Loc ft _ Shear UC Locjft] Fa[ksi] Ft[ksi] Fb[ksi] Cb Cm Eqn 1 3 M1 HSS3X3X3 .477 ! 0 .012 0 4.238 27.6 30.36 1.75 .6 H1 -2 Material Takeoff 0c Material Size Pieces Length[ft] WeightfK1 1 Hot Rolled Steel 2114 .,1, ...h_ -- 500z.Gr: i..,..4:..HSS3X3X3 , }., ...,1 ,4 88 5 _ . ... _ -. 0' 3 Total HR Steel 1 8.5 0 Solution Warning Log Message No Data to Print ... RISA -2D Version 7.0.0.6 [C: \RISA \standard carport.r2d] Page 9 Company May 27, 2009 Designer 6:58 PM Job Number 4234 Standard Steel Carports (4" sq columns) Checked By: _ Global Display Sections for Member Calcs 5 MaXllnternal S.ectidriMor. Member_Calcs..,: 97, ; .. Include Shear Deformation Yes MergeuTolerance_(in) WA. =..'a ..12 A' - „_'. ,.... _ P -Delta Analysis Tolerance 0.50% Hot Rolled Steel Code AISC: ASD 9th Cold,FormedlSteel Code _ , _. AIS] n99. ASD . , .,, Wood Code NDS 91/97: ASD Wood Temperature r < ;100F. _y , .f . Concrete Code ACI 2002 Number of Shear Regions 4 Regi n SpacingJlflcrement (in) . °...__ z:... TrZ:i. Concrete Stress Block Rectangular age':,etaekat$4etioffigIMM1406162iiiEn4 }Yes _ ;. , Bad Framing Warnings No ,UnusebrEtite641/ arnings •':. '.-I. . NC Yes-` _, t_ - ' Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm 01E5 F) Densitv[k /ft^3] Yield ksi 1 A500 Gr.46 29000 11154 .3 .65 .49 46 Hot Rolled Steel : ection . ets Label Shape T .e Design List Material Design Rules A in2 190 270 i... 1 0,180) [in4) 1 HR1A HSS4 Column Tube A500 Gr.46 Typical 1.771 4.408 4.408 Member Prim: Data Label I Joint J Joint Rotate(deg) Section /Shape Type Design List Material Design Rules 1 M1 N1 N2 HR1A 1 Column Tube A500 Gr.46 Typical Member Advanced Data Label I Release J Release I Offset[in] J Offset in T/C Only Physical TOM Inactive 1 M1 — I Yes Joint Coordinates and Temperatures Label X [ft] Y [ft] Temp [F] 1 N1 0 0 0 >2 _ ,�._N2.'` f. i' . .f . _ �;,__ .. _ ::41;':-.: i 1;0. .�. `� .. 0 Joint Boundary Conditions Joint Label X [k/in] Y [k/in] Rotation[k-ft/radj Footing 1 N1 Reaction Reaction Reaction Hot Rolled Steel Desi rameters Label Shape (Length[ft Lb- out[ft] Lb -in[ft) Lcomp top[ft Lcomp bot[ft K -out K -in Cm Cb Out s... In sway 1 M1 HR1A 10 2.1 2.1 1 RISA -2D Version 7.0.0.6 — [u: \RISA \standard carport 4 in..r2d] Page 1 Company May 2 1: 7 1\ Designer 6:58 PM Job Number 4234 Standard Steel Carports (4" sq columns) Checked By: Joint Loads and Enforced Displacements (BLC 1 : snow load) Joint Label L,D,M Direction Magnitude[k,k-ft in,rad k *s ^2 /ft] 1 N2 L Y -4.56 Joint Loads and Enforced Displacements (BLC 2 : dead load) Joint Label L,D,M Direction Magnitude[k,k-ft in,rad k *s ^2 /ft] 1 N2 L Y -.244 Joint Loads and Enforced Displacements (BLC 3 : wind (horiz)) Joint Label L,D,M Direction Magnitude[k,k -ft in,rad k *s ^2 /ftj 1 N2 L X .228 Member Point Loads Member Label Direction Magnitude[k,k-ft] Location[ft, %I No Data to Print ... Member Distributed Loads Member Label Direction Start Madnitudefk/ft,d..End Magnitudefk/ft,d... Start Location[ft %oj End Location[ft, %] No Data to Print ... Basic Load Cases BLC Description Category X Gravity Y Gravity Joint Point Distributed 1 snow load None 1 3 wind (horiz) None 1 Load Combinations Description SolvePD... SR..._BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 Comb #3 Y 1 1 2 1 .42 . :1 u:_32 Wpg 3 Comb #5 Y 2 1 3 1 Load Combination Design Description ASIF CD ABIF Service Hot Rolled Cold Formed Wood Concrete Footings 1 Comb #3 Yes Yes Yes Yes Yes `12. , Comb= #6 x . ` '^ W Yes , Yes 'Yes° Yes .. Ye s 3 Comb #5 Yes Yes Yes Yes Yes - Joint Deflections LC Joint Label X [in] Y [inl Rotation r a d 1 1 N1 0 0 0 42.4:7 1w r .gN2:.:......,K; 1 r...m...: r"_ f0 4. _f ... ... A11 ,,.. 0 H Joint Reactions LC Joint Label X [k] Y [k] MZ [k -ft] 1 1 N1 0 4.804 0 RISA -2D Version 7.0.0.6 [C: \RISA \standard carport 4 in..r2d] Page 2 Company May 27, 2009 Designer 658 PM Job Number 4234 Standard Steel Carports (4" sq columns) Checked By: Joint Reactions (Continued) LC Joint Label X [k] Y [k] MZ [k -ft] 3 1 COG (ft): X: 0 Y: 10 Story Drift LC Story Joint(X) X Drift[in] % of Ht No Data to Print ... Member Section Forces LC Member Label Sec Axial[k] Shear[k] Momentjk -ft] 1 1 M1 1 4.804 0 0 2 ,- s i. _ . , _ .._ . : 2 M. i. 4.804.. i_ ,. , 0 . _ ..., ._ 0 :': ,_ 3 3 4.804 0 0 5 5 4.804 0 0 Member Section Stresses LC Member Label Sec Axial[ksi] Shear[ksi] Top Bendinq[ksi] Bot Bending[ksi] 1 1 M1 1 2.712 0 0 0 2 0 iig,U,2. ._. 3 3 2.712 0 0 0 M4 : . „ , ..; 4.°. -- . °0',' . .. . _ ,__� �3.��.:': �_ � =.2 7.12;..; ;0 F� , ,0 5 5 2.712 0 0 0 Member Section Deflections LC Member Label Sec x [in] y fin] (n) L/y Ratio 1 1 M1 1 0 0 NC i f:2 aliggiV.2 , al.__ t,.ai 0, .n< ... it -2 a fli .- .003,. .': _V ,` .0.: ._... .. NC _ 3 3 -.006 0 NC . 4iia 4:anni:Mg `_" ,.`."`.,.s'f,t_ i a xF- .,43..,.. ..tg- X008 -. -.; g4,:a =,.:0g. u _r NG. 5 5 -.011 0 NC Member AISC ASD Steel Code hec s (By Combination) LC Member Shape UC Max Loc[ft] Shear UC Loc[ft] Fa[ksi] Ft[ksi] Fb[ksi] Cb Cm Eqn 1 1 M1 HSS4X4X .463 0 .000 0 5.852 27.6 27.6 1.75 .6 H1-1 Material Takeoff Material Size Pieces Length[ftl Wei ht9 [K] 1 Hot Rolled Steel =,2 ,: __..A500..Gr:46,1 n ..Y < .... ., .,1, - . ' . ., 10,.,. , : • `0 . .. 3 Total HR Steel 1 10 0 Solution Warning Log Message No Data to Print ... 1 i RISA -2D Version 7.0.0.6 [C: \RISA \standard carport 4 in..r2d] Page 3 • Company May 27, 2009 Designer 6:59 PM Job Number 4234 Standard Steel Carports (4" sq columns) Checked By: Global Display Sections for Member Calos 5 LMaxa3lnternal =Secti(504.or.MemberCalcst,e i97 .. . ' ' Include Shear Deformation Yes jller e Tolerance, in = ,. E _ w ,12 =r,,. ,.. xx P -Delta Analysis Tolerance 0.50% Hot Rolled Steel Code AISC: ASD 9th Cold PFormedrSteel =, .. z AISl 99 .ASD' . Wood Code NDS 91/97: ASD W.00di :Te iVerature -3 ' Concrete Code ACI 2002 Number of Shear Regions 4 Region=' Spacingpincrement:(in)...,,, >�� ... z,r. 4x.f .w ... Concrete Stress Block Rectangular U ettCracked ;Sections , Ye .., ._. r:: ` - ._..t , Bad Framing Warnings No Unused`Force= Warnings • ..,` ,Yes . �.,' . Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm ( \1 E5 F) Densityfk/ft^31 Yield ksi 1 A500 Gr.46 29000 11154 .3 .65 .49 46 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rules A [in2] I (90,270) [i... I (0,180) [in4] 1 HR1A HSS4X4X2 Column Tube A500 Gr.46 Typical 1.771 4.408 4.408 Member Primary Data Label I Joint J Joint Rotate de. _ Section / Shape T .e Desi.n List Material Desi.n Rules 1 M1 N1 N2 HR1A Column Tube A500 Gr.46 T •ical Member Advanced Data Label I Release J Release I Offset[in ] J Offset[in] T/C Only Physical TOM Inactive 1 M1 Yes Joint Coordinates and Temperatures . Label X [ft] Y [ft] Temp [F] 1 N1 0 0 0 l _ ii4NRIZIN4 ,,.w wEN2 CMA .. , �.. A , a._,._,_ M_ a 1;0 V .r.. ..... .... 0 Joint Boundary Conditions Joint Label X 1k/in] Y [k/in] Rotationjk- ft/rad] Footing 1 N1 Reaction Reaction Reaction Hot Rolled Steel Design Parameters Label Shape Length[ftl Lb- out[ft] Lb-in[ft] Lcomp top[ft'Lcomp bot[ff K -out K -in Cm Cb Out s... In sway 1 M1 HR1A 10 2.1 2.1 RISA -2D Version 7.0.0.6 [C: \RISA \standard carport 4 in..r2d] Page 4 Company May 27, 2009 Designer 6 PM Job Number 4234 Standard Steel Carports (4" sq columns) Checked By: Joint Loads and Enforced Displacements (BLC 1 : snow load) Joint Label L,D,M Direction Magnitude[k,k-ft in,rad k *s ^2 /ft]_ 1 N2 L Y -4.56 Joint Loads and Enforced Displacements (BLC 2 : dead load) Joint Label L,D,M Direction Magnitude[k,k-ft in rad k *s ^2 /ft]_ 1 N2 L Y -.244 Joint Loads and Enforced Displacements (BLC 3 : wind (horiz)) Joint Label L,D,M Direction Magnitude[k,k -ft in,rad k *s ^2 /ft] 1 N2 L X .228 Member Point Loads Member Label Direction Magnitude[k,k-ft] Location[ft, %] No Data to Print ... Member Distributed Loads Member Label Direction Start Magnitude[k /ft,d..End Magnitude[k/ft,d... Start Location[ft, %] End Location[ft No Data to Print ... Basic Load Cases BLC Description Category X Gravity Y Gravity Joint Point Distributed 1 snow load None 1 9', .. ,r = dead. loadA.. `... None . M. .. i 1 r , . , , . ,, _ 1 3 wind (horiz) None 1 Load Combinations Description Solve PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 Comb #3 Y 1 1 2 1 `'2 ai!Ciiiffibl#61g kIRIIII l.�,Y .x ,, , ,...1 .15 s 261 ..:1i : 3.. ° 75 .. 4 , v._; 4 30; ifi ,'3t _Vi..... ; . 5 ;:< . 3 Comb #5 Y 2 1 3 1 Load Combination Design Description ASIF CD ABIF Service Hot Rolled Cold Formed Wood Concrete Footings 1 Comb #3 Yes Yes Yes Yes Yes 2 . A f ;. =Comb #6. 1 , s , _ . . _ , _ :. ;..... Yesl _ . :Yes ' _ Y.es Yes ' Yes s 3 Comb #5 Yes Yes Yes Yes Yes Joint Deflections LC Joint Label X i$. Y [in] Rotation [rad] 1 2 N1 0 0 0 :,2 x N2 '._ :896. ,,; - 009: '= 1.11 -7e =2 I. :� �2 X `� W"`\ Joint Reactions LC Joint Label X [k] Y [k] MZ [k -ft] 1 2 N1 -.171 3.664 1.983 s 171 . __, . 64 ::2 �., , =�2 �s..,, , 7 , .. ,: �.� _t:t, Totals...., .4h _, y ,� .W,° _,_. . ��- _ _ , RISA -2D Version 7.0.0.6 [C: \RISA \standard carport 4 in..r2d] Page 5 Company May 27, 2009 Designer 6:59 PM Job Number 4234 Standard Steel Carports (4" sq columns) Checked By: Joint Reactions (Continued) LC Joint Label X [kl Y [k] MZ [ftl 3 2 COG (ft): X: 0 Y: 10 Story Drift LC Story Joint(X) X Drift[in] % of Ht No Data to Print ... Member Section Forces LC Member Label Sec Axial[k] Shearfkl Momentfk -ftl 1 2 M1 1 3.664 .198 1.983 3 3 3.664 .198 .992 . -: 3'.66.4. 198 4 5 5 3.664 .198 0 Member Section Stresses LC Member Label Sec Axial[ksi] Shear[ksil Top Bending[ksi] Bot Bending[ksi] 1 2 M1 1 2.069 .213 - 10.797 10.797 2.069 a. , , � 2u �, � � ,_n . ...21 °3, =8 :0981. :. -8:098 3 3 2.069 .213 -5.399 5.399 .... 12.069, 21:3 ,.._ 2 699h 2.699 5 5 2.069 .213 0 0 Member Section Deflections LC Member Label Sec x [in] y [in] (n) L/y Ratio 1 2 M1 1 0 0 NC y.a =2x _ ; .:_ * A fi . ' . .��,._3, . 1,_. i.�_ X077 1549.316 �...r.;._ � �,s�= 2 ,: ..� 002 <' :.: 3 3 -.004 -.281 427.713 5 5 -.009 -.896 133.898 Member AISC ASD Steel Cod Che• ks (By Combination) LC Member Shape UC Max Loc[ft] Shear UC Loc[ft] Fa[ksi] Ft[ksi] Fb[ksi] Cb Cm Eqn 1 2 M1 HSS4X4 ' I .717 0 .012 0 5.852 27.6 27.6 1.75 .6 H1 -1 Material Takeoff Material Size Pieces Length[ft] Weig - A[K] 1 Hot Rolled Steel P2r,. _ ..._A500.Gr46. HSS4X4X2 `v.. 1. ` = _1.0. 0 . 3 Total HR Steel 1 10 0 Solution Warning Loq Message No Data to Print ... RISA -2D Version 7.0.0.6 [C: \RISA \standard carport 4 in..r2d] Page 6 Company May 27, 2009 Designer 6:59 PM Job Number 4234 Standard Steel Carports (4" sq columns) Checked By: Global Display Sections for Member Calcs 5 Max, Internal�Sectiors ..for.lVtember= :Calcs. `�' .97. .. . . �` "' Include Shear Deformation Yes P -Delta Analysis Tolerance 0.50% Hot Rolled Steel Code AISC: ASD 9th Cold Formed: Steel Code z .. , . ;AISI'99. ASD, . Wood Code NDS 91/97: ASD Wood Concrete Code ACI 2002 Number of Shear Regions 4 Region ;;Spacing. "Increment�(In) , .,., �" � �E Concrete Stress Block Rectangular UseCrackedSections ; " Yes:' , , , , ', Bad Framing Warnings No Unused`;ForceW. ,arrii .... ,.. r H;-..N .Y_es k. Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm ( \1E5 F) Densitv!k/ft^3] Yield [ksi] 1 A500 Gr.46 29000 11154 .3 .65 .49 46 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rules A [in2] I (90,270) [i... I (0,180) [in4] 1 HR1A HSS4X4X2 Column Tube A500 Gr.46 Typical 1.771 4.408 4.408 Member Primary Data Label I Joint J Joint Rotate(deg) Section /Shape Type Design List Material Design Rules 1 M1 N1 N2 HR1A Column Tube A500 Gr.46 Typical Member Advanced Data Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical TOM Inactive 1 M1 Yes Joint Coordinates and Temperatures Label X [ft] Y [ftl Temp[F] 1 N1 0 0 0 0 Joint Boundary Conditions Joint Label X [k/in] Y [k/in] Rotation[k- ft/rad] Footing 1 N1 Reaction Reaction Reaction • Hot Rolled Steel Design Parameters Label Shape Length[ft Lb- out[ft] Lb-in[ft] Lcomp top[ft]Lcomp bot[ft] K -out K -in Cm Cb Out s... In sway 1 M1 HR1A 10 1 l 2.1 2.1 RISA -2D Version 7.0.0.6 [C: \RISA \standard carport 4 in..r2d] Page 7 Company May 27, 2009 Designer 6:59 PM Job Number 4234 Standard Steel Carports (4" sq columns) Checked By: Joint Loads and Enforced Displacements (BLC 1 : snow load) Joint Label L,D,M Direction Magnitude[k,k -ft in,rad k *s "2 /ft] 1 N2 L Y -4.56 Joint Loads and Enforced Displacements (BLC 2 : dead load) Joint Label L,D,M Direction Magnitude[k,k-ft in,rad k *s ^2 /ft] 1 N2 L Y -.244 Joint Loads and Enforced Displacements (BLC 3 : wind (horiz)) Joint Label L,D,M Direction Magnitude[k,k-ft in,rad k *s ^2 /ft] 1 N2 L X .228 Member Point Loads Member Label Direction Magnitude[k,k-ft] Location[ft, %] No Data to Print ... Member Distributed Loads Member Label Direction Start Magnitude[klft,d..End Magnitude[k/ft,d... Start Location[ft, %] End Location[ft, %] No Data to Print ... Basic Load Cases BLC Description Category X Gravity Y Gravity Joint Point Distributed 1 snow load None 1 :: deadload..., None _... . , ' Y 1.. . 3 wind (horiz) None 1 Load Combinations Description Solve PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 Comb #3 Y 1 1 2 1 2"g, .Comb #&,..,�, .i Y a1 1 f..r.75_ ,2 , . :1t..' 03 Vi 75 :. ` 1' t2 - ` , wi :1 3 Comb #5 Y 2 1 3 1 Load Combination Design Description ASIF CD ABIF Service Hot Rolled Cold Formed Wood Concrete Footings 1 Comb #3 Yes Yes Yes Yes Yes s ° °2... Ntomb� #67:1: V'° Sa:,.�,... ..:, > 4,05-: A4.47 Wit .Yes,l,V ; .. Ye , , , jYesi` . , ._ . ,YesI . .. _.Yes. _ 3 Comb #5 Yes Yes Yes Yes Yes Joint Deflections LC Joint Label [in] Y [kij Rotation frad] 1 3 N1 0 0 3:2 ..; 3...z .: ,. -:.. .. r _ ::. -. .. :: :FailMi � - O ,f . ,... .•._ , .� 1 :296'e 2 S Joint Reactions LC Joint Label X [k] Y [k] MZ [k -ft] 1 3 N1 -.228 .244 2.301 T'2 t ,w 3.. v, iM . 4.,. .iTotafs.NO;t5 _ ' . , ... a :_:228-.` _: .244 • RISA -2D Version 7.0.0.6 [C: \RISA \standard carport 4 in..r2d] Page 8 • Company May 27, 2009 Designer 6:59 PM Job Number 4234 Standard Steel Carports (4" sq columns) Checked By: Joint Reactions (Continued) LC Joint Label X [k] Y [k] MZ [k -ft] 3 3 COG (ft): X: 0 Y: 10 Story Drift LC Story Joint(X) X Drift[in] % of Ht No Data to Print ... Member Section Forces LC Member Label Sec Axial[k] Shear[k] Moment[k -ft] 1 3 M1 1 .244 .23 2.301 2 : .. ....:., illgt52MIN ...... .. ..244 23 . 1.726 .. .. ... 3 3 .244 .23 1.151 4140441440 V 5 5 .244 .23 0 Member Section Stresses LC Member Label Sec Axial[ksi] Shear[ksi] Top Bendingfksi] Bot Bendingfksi] 1 3 M1 1 .138 .247 - 12.529 12.529 2 ... ,,..... ]_. - 3 3 .138 .247 -6.265 6.265 4 A 7 4 , ° - t ' g 1'38. y£ y i =3:132: 3 =1 5 5 .138 .247 0 0 Member Section Deflections LC Member Label Sec x fin] V [inl (n) L/y Ratio 1 3 M1 1 0 0 NC 3 3 0 -.326 x 368.583 g4 ., ,_ a _. >_., a leaf� „��fi . _ge ,_ r .,_ A ��.4._:;�. .1VeRT_40 . 7 . , ...r_ ,.:658 , i*,:t 5 5 0 -1.04 115.387 Member AISC ASD Steel Code - - cks (By Combination) LC Member Shape C Max Loc[ft] Shear UC Loc[ft] Fa[ksi] Ft[ksi] Fb[ksi] Cb Cm Eqn 1 3 M1 HSS4X4X2 .459 0 .013 0 5.852 27.6 27.6 1.75 .6 H1 -2 Material Takeoff Material Size Pieces Length[ft] Weight[K] 1 Hot Rolled Steel '2 , ;01. - in,A500 .Gr 46 ,_, ... HSS4X4X2 t ,:'.....1. ;. ` . 10' 0 ,. 3 Total HR Steel 1 10 0 Solution Warning Loci Message No Data to Print ... RISA -2D Version 7.0.0.6 [C: \RISA \standard carport 4 in..r2d] Page 9 4-23q- S-1 - ,Sf e4 (.Po( -f f 5- 27 -ol FT4 - I F0oT1 i q OESI 6K ( (oo pj-r) /400e .Soi I bea . 9 SMOL3 1 ba0Z = 48 0 0 tax_ I ■ A�,v.,- • 3.20' o Op use_ 24- (I D tAft — Tr = -E- 2 N 0) G 0 A m ., a) 44 = 228 Gam. = a L - C ' (? l' sQ) = 24- dep- = 1 3 (I b E+ = 228 @ ( . = (o a `' r (I SO ) et) = 2 ��� = 3 ��� (r..6..\.) c) or (-1. F- : 'R 'k = a.OD5 w■%\ _ Lit . — 334-2 DL( .P.)= 3Oo mn iiMb& -\ 1 ( ,,: ti %.--- ;I: - -- t„, g :.,. c . , lam . , r' �..,.:._ T C � • DESIGN EMPLOYING IBC CHAPTER 18 LATERAL BEARING FT-4 ' 2 FORCE = 228 LBS. HEIGHT = 8.5 FT. ABOVE GRADE. MAX SOIL BEARING PRESSURE = 300 PSF /FT. FOOTING DIAMETER = 2 FT. • POLE /FOOTING IS NON — CONSTRAINED AT GRADE MINIMUM DEPTH INTO GRADE REQUIRED = 3.25 FT. DESIGN EMPLOYING IBC CHAPTER 18 LATERAL BEARING FORCE = 228 LBS. HEIGHT = 10 FT. ABOVE GRADE. MAX SOIL BEARING PRESSURE = 300 PSF /FT. FOOTING DIAMETER = 2 FT. POLE /FOOTING IS NON — CONSTRAINED AT GRADE '/ MINIMUM DEPTH INTO GRADE REQUIRED = 3.5 FT." FOOTING DEPTH CALCULATION: ( (f P(A F/C DESIGN UPLIFT = 2028 LBS. MINIMUM WEIGHT = 3042 LBS. * 00 .- 3 3 2- DIAMETER OF FOOTING = 2 FT. , / MINIMUM FOOTING DEPTH = 3.5 FT. V ANGLE— OFF — VERTICAL = 15 DEGREES. WEIGHT OF CONCRETE = 1649.335 LBS. • WEIGHT OF SOIL (CONE) = 1514.723 LBS. . DENSITY, CONCRETE = 150 PCF DENSITY SOIL = 100 PCF C `t= w .. / = •; C-- . A t 1 t Wyk `'4 y'� y rs ,. 3 '° � s` u ! . ` ' } '%.), ' _ J _ -�- - • e •. 41.-3 S-M- arpo✓ . 5- 21 -0`i Pro- 3. TtP(c(_ ocr cL4 ( T, L.: . I 455 1 e x l it x 3 f(` " AST/'1 500 I 141 ,---- -- p� 41 <i O tt r I . �4S5 4 x 4- x / 6 , ei.(0 w w I I I c, 1 I cop.! c�z.E're �0-ri P- � 1 (r.1 xt-0 AU.Ga { -1-oc� s . I I Apo 007 `t FOIL M ) ®m I I I I i . r I I \ t .- l\ I 1 . 8Il X �4' N \ , , s _..9 1/4 .._. . �EFII C?-op T'ki _c. M ` 1 I - cL GoL 4 M Li J N I 1 T ,tp. N , l 1 1 N . I N • I I I 1 1 a ‘21 /f//// (/1/i, _� C OrAMETv2.) ` =— ."� 6saf_.x ::Y a' - %NAT 4-23 eR- o TIM COVERT P.E. STRUCTURAL ENGINEER 1100 NW GLISAN ST. PORTLAND OREGON 97209 (503) 228 -0426 STEELPORT CARPORT: MATERIAL NOTES 1. Materials: Concrete 2500 psi at 28 days Slump (ftg) 3" to 5" Portland Cement C -150 5 -1/2 sacks per cubic yard Aggregates per C -33 3/4" maximum aggregate size Water per C -94 Concrete Temperature 50 -90 F Air Entrained 5 -7% Note: The concrete supplier shall assume full responsibility for the mix design and the overall performance of the concrete. Steel ASTM A307 (Bolts) ASTM A653 or A792 Fy = 80 ksi (Roof Panels) ASTM A607 Grade 55 (Beams) ASTM A500 Grade B Fy = 46 ksi (Tubes) 2. All footings to be founded on firm, original subgrade. 3. Typical Concrete Footings: 24" diameter x 3' -6" deep t S1F;. V� }{' �d'� y ap cO )1 \ L 1 r m f •• \l' R s 5;31 - x ... e}r -�lY 4-23 1 S-te porgy - 7-0 - - witso AC (SST -NY -. ( loo /` N+ ExP - a) 3 kii ell 1% _ t.41 0 T,t.0 A = l I_ I I ■ = 2Z4� #( , o� i 1 13lMO AGPd tSS StDES 1 / 30 2" fi' I.61 • !An A-c = 74' 1 i I I L I I �_ 1 (I e ) (4 - 25 /cL&tk.C. l . 1 I 1 - PeLi Gopc s = (gG 200 G OSS ?'" °i ,.tPRO •MC 7 (05) t t' 4 :_ 1 t^� -f � r' ' - a A - f _� oR GoN '!'''' '''.16'1-'!- :,.; 16 :,-: 6-# '''' 1:'j . ' EXP. DATE:' 12/31/0 . , 42.15- s- 'efcpo✓t- 5 -2$ -0 1 KIEL). 2- ASGE -'1 (o5) OPF�J EU( fo..s S (eyp . 13 ) P = q G c (0 ps-c- (M,hlnik►u) ( -2 S ) (6.l -4 -I I 2_ . OO2S , K k Kd I. V = , 00f 2. V k, ®°p z K= 0.5? ( Ce 2 7 b ( z 6-1 ) 1' o ` k �� 14 0 (v►o 4-e t r (5 sues) i:r 0 kA = 0. 8 5 (-Ab(er 6 -4-) (4 I (.o co o G = O S 5 (6us4- P 4 c - � , •) (G . 5. 8 . C) }mil MPic, C = I.Q ( ±) ok- : • �_ ` Z. C ! 0 // , et. ----. 2.4- d _ --oar P = (O Psi V = 81 MPH \PIRFS: 5 3 ;gam ii e .___ oft( DEst6t, (,00 VP To CO 6 I`1P _ :. w ifZ3Lf g4--et. co 5 - 28 ILJELJ - i E-'rAT M3 0 v (l o M,1) ( E✓ -P. S . 1 i G - - r002s�)(.S1xE)C BsY'E)0to) _ (5 PS4. U) F- w P = 05)(.85 (1.2) (s.3 pS.. I I / 1 / N a a % m c 0 �_� N = ((s.� ' 1 12 2?. 2 Z r a / 2 lax � l )C l / � Got s, 2.45 . ckt& - Gootiosb c. CD + .75 S -Jr- . (6J 3640 - Ni l 4 1 8 4 - -4 ,,,:- / --, -\ \-. C F i 6,. 8 % j t - '� 3 „,_.,.., „,,., CE / EXPIRES: /'t;. .,,,,. ,.., / / I/', L. • �I o sr 6k/ c 1 4 e — o :? -- n 1 :. f 4. S t G P sPc _ } \ ¢� „, he P 4 • Company May 28, 2009 Designer 8:44 AM Job Number 4234 Standard Steel Carports Checked By: . Global Display Sections for Member Calcs 5 MaXlnternahSectionSfor ,.;MemberCalcs`.,, :974 ,g , `_ ., .,.... .._ Include Shear Deformation Yes _ Nlerg eTolerarice in, 3 a, _ a P -Delta Analysis Tolerance 0.50% Hot Rolled Steel Code AISC: ASD 9th Cold Form d SteelC;ode . -R,: r .: Kati g :AISI 99 YASDN: x_, w .> Wood Code NDS 91/97: ASD WoodTemperature . VEZMMIMM 'tKilDOWEIZEMSPREPE Concrete Code ACI 2002 Number of Shear Regions 4 Re g l0.o # Spacing lieettiatit 4itirtagiggaltt 3ViiiikSOWARCOMaigaia 4 Concrete Stress Block Rectangular Use CrackedSectloris „A ,., „, Yes_, _ �, :;: ,� .. Bad Framing Warnings No Vlblilig:e7difikeetWkeiiiffalttiglanaliaggiaa Ne§ENEEMOVICIMEN Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm ( \1E5 F Densitv[k/ft^31 Yield[ksi] 1 A500 Gr.46 29000 11154 .3 .65 .49 I 46 Hot Rolled Steel S ion . s Label Shape Type Design List Material Design Rules A [in2] I (90,270) [i... I (0,180) [in4] 1 HR1A HSS3X3X3 V olumn Tube A500 Gr.46 Typical 1.893 2.464 2.464 Member Pri - 1 i : to Label I Joint J Joint Rotate(deg) Section /Shape Type Design List Material Design Rules N1 N2 HR Column Tube A500 G1.46 - - Typi Member Advanced Data Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical TOM Inactive 1 M1 Yes Joint Coordinates and Temperatures Label X [ft] Y [ft] Temp [F] 1 N1 0 0 0 k2 . W.;: _ . ..110N2 - fa M __. SR M .,.,gP..ta_- _._ e40. trMa. . - giiii85 MWA w Joint Boundary Conditions Joint Label X k/in Y k/in Rotation k -ft/rad Footin• 1 N1 Reaction Reaction Reaction Hot Rolled Steel Design Parameters Label Shape Length[ft] Lb- outfft] Lb -in[ft] Lcomp top[ft;Lcomp bot[ff K -out K -in Cm Cb Out s... In sway 1 M1 HR1A 8.5 2.1 2.1 RISA -2D Version 7.0.0.6 [C: \RISA \standard carport.r2d] Page 1 Company May 28, 2009 Designer 8:44 AM Job Number 4234 Standard Steel Carports Checked By: Joint Loads and Enforced Displacements (BLC 1 : snow load) Joint Label L,D,M Direction Magnitude[k,k-ft in,rad k *s ^2 /ft] 1 N2 L Y -4.56 • Joint Loads and Enforced Displacements (BLC 2 : dead load) Joint Label L,D,M Direction Magnitude[k,k -ft in,rad k *s ^2 /ft] 1 N2 L Y -.244 Joint Loads and Enforced Displacements (BLC 3 : wind (horiz)) Joint Label L D M Direction Ma•nitud -, -ft in rad . *s ^2 /ft 1 N2 L X N�C Member Point Loads Member Label Direction Magnitude[k,k-ft] Location[ft, %] No Data to Print ... Member Distributed Loads Member Label Direction Start Magnitude[k/ft,d..End Magnitude[k/ft,d... Start Location[ft, %] End Location[ft,%1 No Data to Print ... Basic Load Cases BLC Description Category X Gravity Y Gravity Joint Point Distributed 1 snow load None 1 I .h 3 wind (horiz) None 1 Load Combinations Description Solve PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 Comb #3 Y 1 1 2 1 _ Y 1u.. ,7 '..' 2. 31., .x .75= .. #, .. „> ,?;,. ;W :MP '41 .. ,1 ...2 .. � Combs #6 ..� �s- �...�,;, ��.. �.� �,.75� <� 2., 1. � 3 Comb #5 Y 2 1 3 1 Load Combination Design Description ASIF CD ABIF Service Hot Rolled Cold Formed Wood Concrete Footings 1 Comb #3 Yes Yes Yes Yes Yes nwn.o vi.z1,4K.a.xin= s:4a=.�a .a K.i1) 0g- 3 Comb #5 Yes Yes Yes Yes Yes Joint Deflections LC Joint Label X [in] Y [inl Rotation [rad] 1 2 N1 e 0 0 :108 ;W... 6 `4 ,`•2:�, v r Joint Reactions LC Joint Label X jk] Y [k] MZ [k -ft] 1 2 N1 -.184 3.664 1.899 Totals.ki... ..... ,.184. RISA -2D Version 7.0.0.6 [C: \RISA \standard carport.r2d] Page 2 • Company May 28, 2009 Designer 8:44 AM Job Number 4234 Standard Steel Carports Checked By: Joint Reactions (Continued) LC Joint Label X [k] Y [k] MZ [k -ft] 3 2 COG (ft): X: 0 Y: 8.5 Story Drift LC Story Joint(X) X Driftjin] % of Ht No Data to Print ... Member Section Forces LC Member Label Sec Axial[k] Shear[k] Moment[k -ft] 1 2 M1 1 3.664 .223 1.899 x. .... _ .j. _ 2 "3.664 ._. 223. 1..424: 3 3 3.664 .223 .949 ` 4. , w,_ d ... "b i $ .:: � .. EI E,.. _ ..i , _, ' . P, t 4_ , :: 5 5 3.664 .223 0 Member Section Stresses LC Member Label Sec Axial[ksi] Shear[ksi] Top Bendinq[ksi] Bot Bending[ksi] 1 2 M1 1 1.936 .213 - 13.868 13.868 k _.__, . .. ...m, .. ', y _- 2.., .?:.'.e _1.936 . 3 3 1.936 .213 -6.934 6.934 gain ..:. . :w .. �. > A .. 4 & ... „ ;1.936 E 5 5 1.936 .213 0 0 Member Section Deflections LC Member Label Sec x [in] y [in] (n) U Ratio 1 2 M1 1 0 0 NC 2 :. . 002 ?. ` _.:- . _..09'6. , w 1106,7:109 3 3 -,003 -.347 294.247 et`s a, 5 S ti ". .. k �v I S 5 A3 _�.� n ^, '- i- _ _.t ..., i .., ,Q ile ._ . ? S _ ..,_ _._.. _ r 4 .:_ x_ ...005 .... .. . . 5 5 - .007 - 1.108 92.066 Member AISC ASD Steel Code s (By Combination) LC Member Shape C Max oc[ftj Shear UC Loc[ft] Fa[ksi] Ft[ksi] Fb[ksi] Cb Cm Eqn 1 2 M1 HSS3X3X .961 0 .012 0 4.238 27.6 30.36 1.75 .6 H1 -1 Material Takeoff C3V-- Material Size Pieces Length[ft] Weight[K] 1 Hot Rolled Steel 3124.g ;:Iffi `;: iO :i.14 3 Total HR Steel 1 8.5 0 Solution Warning Loq Message No Data to Print ... RISA -2D Version 7.0.0.6 [C: \RISA \standard carport.r2d] Page 3 Company : May 28, 2009 Designer : 845 AM Job Number : 4234 Standard Steel Carports (4" sq columns) Checked By: Global • Display Sections for Member Calcs 5 Max,l nternal3Sectlon s /forMembel <_ . ,97, ,R... .. ... g:- Include Shear Deformation Yes Merge Tolerance..(in): ali. rfg :_ .r3,. _ i2 a,; ; ``",< ,_.: ,..r. „ .... P -Delta Analysis Tolerance 0.50% Hot Rolled Steel Code AISC: ASD 9th Cold .F:ormed'Steel.CodeZ_' `. , `z. g..n.. , AISIM9.9.ASD „_, „ Wood Code NDS 91/97: ASD Wood Temperature , Concrete Code ACI 2002 Number of Shear Regions 4 ltfeferriefitliri)IPSR'tZ'h.,::::4 V,...' ': . tg.. Concrete Stress Block Rectangular Use, Cracked. Sections ,,,. Yes ^ ., , ,, .,,t . u Bad Framing Warnings No tJ iiiiigettiFikeetWtaihiitiCatatetetaaft WASIAiRiatignagigena0 Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm ( \1E5 F) Density[k/ft ^31. Yield[ksi] 1 A500 Gr.46 29000 11154 .3 .65 .49 1 46 Hot Rolled Steel Sew n Se. Label Sha.e T .e Desi.n List Material Design Rules A [in2] I (90.270) [i... I (0.180) [in4] 1 HR1A HSS4X4X2 ( olumn Tube A500 Gr.46 Typical 1.771 4.408 4.408 Member Prim - L - Label I Joint J Joint Rotate(deq) Section /Shape Type Design List Material _Design Rules 1 M1 N1 N2 I HR1A Column Tube A500 Gr.46 Typical Member Advanced Data Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical TOM Inactive 1 M1 Yes Joint Coordinates and Temperatures 1 Label l X [ft] O Temp [F] Joint Boundary Conditions Joint Label X [kiln] Y [Win] Rotation[k- ft/rad] Footing 1 N1 Reaction Reaction Reaction Hot Rolled Steel Design Parameters Label Sha.e Length ft Lb -out ft Lb -in ft Lcom. to. ft Lcom. bot if K -out K -in Cm Cb Out s... In sway 1 M1 HR1A 10 2.1 2.1 RISA -2D Version 7.0.0.6 [C: \RISA \standard carport 4 in..r2d] Page 1 Company May 28, 2009 Designer 8:45 AM Job Number 4234 Standard Steel Carports (4" sq columns) Checked By: Joint Loads and Enforced Displacements (BLC 1 : snow load) Joint Label L,D,M Direction Magnitudejk,k -ft in,rad k`s ^2 /ft] 1 N2 L Y -4.56 Joint Loads and Enforced Displacements (BLC 2 : dead load) Joint Label L,D,M Direction Magnitude[k,k -ft in,rad k*s ^2 /ft] 1 • N2 L Y -.244 Joint Loads and Enforced Displacements (BLC 3 : wind (horiz)) Joint Label L,D,M Direction Magnitu ,k -ft in,rad k ^2 /ft] 1 N2 L X .245 l 1 IJd-C Member Point Loads Member Label Direction Magnitude[k,k -ft] Location[ft, %] No Data to Print ... Member Distributed Loads Member Label Direction Start Magnitude[k/ft,d..End Magnitude[k/ft,d... Start Location[ft, %] End Location[ft, %] No Data to Print ... Basic Load Cases. BLC Description Category X Gravity Y Gravity Joint Point Distributed 1 snow load None 1 3 wind (horiz) None 1 Load Combinations Description Solve PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 Comb #3 Y 1 1 2 1 _ 4';:..ac ri x i '. v F r r €#';r e s .2 . .��_Y��..� 1.. x -_ .75_K_ 2,��,..�1 .�. „3� ..,.75�,�,_� � �«, . ,� . .�_. alto �_� �, *la ... 3 Comb #5 Y 2 1 3 1 Load Combination Design Description ASIF CD ABIF Service Hot Rolled Cold Formed Wood Concrete Footings 1 Comb #3 Yes Yes Yes Yes Yes 2 ZIWCZ'ablik610 i.$11.14144W MONO A ., RMit Yes . IV Yes ' - < } tiiYes... Yes Yes...' 3 Comb #5 Yes Yes Yes Yes Yes Joint Deflections LC Joint Label X fin] Y [in] Rotation [rad] 1 2 N1 0 0 0 Joint Reactions LC Joint Label X [k] Y [k] MZ [k -ft] 1 2 N1 -.184 3.664 2.131 1, • RISA -2D Version 7.0.0.6 [C: \RISA \standard carport 4 in..r2d] Page 2 Company May 28, 2009 Designer 845 AM Job Number 4234 Standard Steel Carports (4" sq columns) Checked By: Joint Reactions (Continued) LC Joint Label X [k] Y [k] MZ [k -ft] 3 2 COG (ft): X: 0 Y: 10 .. Story Drift LC Story Joint(X) X Drift[in] % of Ht No Data to Print ... Member Section Forces LC Member Label Sec Axial[k] Shear[kl Moment[k = ft] 1 2 M1 1 3.664 .213 2.131 Ill&iii illiglElAigigiggifasiMinieUEETZW104 2 3.664 _ . , .._.. .21;3 . .. _._ 1.598 .. 3 3 3.664 .213 1.065 z. -4 .. . ... . ..... .x .t _ ,a 40:4r _.. a ,_.> i4 .... .. ,. ,4V _ _' k_ .e,. w 3.fi64f _ _gt at. t -i .21:3 _ ,.. .533: 5 5 3.664 .213 0 Member Section Stresses LC Member Label Sec Axial[ksi] Shear[ksil To BendingJksi] Bot Bendin ksi _ . 1 2 M1 1 2.069 .229 - 11.602 11.602 g:&trit filiNAT ` _ h . .- - 1 1 2. :r t a> 2 .0697 =='�- f . �` ... .229�y. O 8.702;:._... ;; .....581. 02 .�s_._ e. s �n 3 3 2.069 .229 - 5.801 5.801 ItIWAI a. ,, w . x - .. it .. , x..,, . .0;,.:2.069.. ,. T.. ..229 , 3. 3 - -2 901: ` 4._ 2:901. 5 5 2.069 .229 0 0 Member Section Deflections LC Member Label Sec x [in] V fin) In) LJy Ratio 1 2 M1 1 0 0 NC 121 ... _..... _ ., .. iii ` „_ y R , . .. ti 012 ` iigb02 .. glig IN I -... , .083 , '1 _.. = 14:4 81.2 3 3 -.004 -.301 398.035 . 'atfMgffiWatAtitiligt*rititigagfiiE 4 . _ . . p " 00M. r, = e „' . 3 r, 196.80 5 5 -.009 -.963 124.607 Member AISC ASD Steel Code s (By Combination) LC Member Shape C Max ocfftl Shear UC _ Locffti Fa[ksi] Ft[ksi] Fb[ksi] Cb Cm Eqn 1 2 M1 HSS4X4X .744 0 .012 0 5.852 27.6 27.6 1.75 .6 H1 -1 Material Takeoff �. Material Size Pieces Lengthfftl Weight[K] 1 Hot Rolled Steel ,. ,,.211 a ...,A500.Gr:46 ,.?s ` . ,_' : I, . ii .HSS4X4X2 r r : . =.1 ,t ,Q.i0w ..f,g, 0,< - - 3 Total HR Steel 1 10 0 Solution Warning Log Messa.e No Data to Print ... RISA -2D Version 7.0.0.6 [C: \RISA \standard carport 4 in..r2d] Page 3 s Note: Longer carports may be built in additional modules of 18' -0 ". 3t'o O" 4- CAP— See "Other Configurations" on sheet S5. (13Astc C4.) SPACE) 3L ! 0 RECEIVED D u (8 i � �� SI D " JUN 03 2010 / / / SHY OF TIGARD Bt'ILDING DIVISION G yY ti CI v v = _ ' 00 . 8 a I .. GpL I 1 ✓ I l'L•12 d1 0 - O O .. -. v -- RM. + N.. .v DESIGN LOADS: R o0 F Q LA N1 Roof Load = 27 psf TL (25 psf SL) E3M. =. - `/L1-- 1 ` x 1 o s x 14 j SEA . CSTL.) Max. Soil Bearing Pressure = 1500 psf Wind: 80 mph Exposure B (1997 UBC) CoL. --3" s . x 3/ it S"fL _ -(=use Seismic: Ss = 1.50 (max) Note: Design per 2006 IBC (2007 OSSC) except for WIND. FIZA M I K.) ?1-At RL,o►S'T et,EvAqi O Ks : . " CITY OF . •ZS pproved ..Cl / c - 1, `p [ 1,] ,; 2 nditionally Approved [ ] J a See Letter to: Follow.... [ ] j 1 A Permit Nu ben � _ h • .. .. ' . . ' 11 x _ - Add T -: `1 0 ��..�� i, of 311b - B ia� - Date: fre _ o y' - ►�1 I ' d 1: - w 9 3n1 PE 3 �t Rc5 4� X ¢a .1i8 �� Mk{ I4- J 10 O 24 17,7 4• o� - rm.c., cowrtQS. DI teretz -. `f COLUMN C 0 OFFICE COPY TIM COVERT P.E. STRUCTURAL ENGINEER -_ . _ � -- 1100 NW Glisan St. Portland, Oreg on 97 209 DATA: .£ $ __ 1100 O 1 I 18 c � di f 41 D (i , It - I 4 6.11 I o— c' ' —5VA . STEEL ,r ?c, o)_ DEC CAD I 1 2: (2 (21 67;.) 0 _________Nk. 2 j fil v p 1 . / 1 \t' � I 1 I IV1 31�q- .., 1 l �� i I 2 • 2 178" . _ ^ I - •'�"LtBES (E-t5 3 X 3 K 3�( --- A_______, I , Painted side K 9" > —)--1 I <- x I.I ' • PV 1 c) LLI c) - N N — 1 wti 36" Net Coverage > I � 1 . Ch � 1I W Q) X Span Section Properties` ,_ • Q Gauge Wt ! J S+ I+ S- I - I I I I (Ibs/ft') (in' /ft) (in' /ft) (in' /ft) (in' /ft) II I 1--_� 29 0.72 0.1080 0.1117 0.0867 0.1053 ' ' 26 0.95 1 0.1497 ! 0.1603 I 0.1279 0.1483 f - I I - . / N II I . I I . r 5 /8 c) x I4- 1 I �- - / 1 I , / - 7141?-14. Go ta/M oJ. . I ■ • ` LU V) i/ W l 1J (,tT 8 �� 1 1 ., � . e I I / S I DES. ( ( P{C AL ) -' I I I -- cn 1 1 I I 121..11 o z 001 1 > F caNC2E✓cE �o7Y i`J ct S U o CD i f- 4 ,." 1 ".,..„■_ ' : ' .'_ '•• '.- r h L • ....,;=',, 1 CAR .P o RT SECT I 0 N. • t F1'cn:i:5 _5 -1 7-I s 2 ,t l — o 1I i — I GI 4 _ 01' 10 ^ o pt , - .PA �`sTEEL _r RooF- OEG{L /.� 0 If I _ (2.41 � -) w 2 I t I //// li / ) \\\\\\\ I 3I /4'1 34 --, I I� 2" 2 1 /8" h I JIBES (HSS 4—" x 4 x /6) I I Painted side H > ___›.-I H— Q x I I N e ( I w Q Q 0.. I I zrn Al' k 36" Net Coverage > I I L7 0 II w 2 X Span Section Proper Q II - Gauge Wt. 5+ I+ S- I- I I (Ibs /ft') ( (in' /ft) ; (in'/ft) (in' /ft) (in' /ft) I I H (13 29 0.72 0.1080 0.1117 0.0867 0.1053 M � ���� ti' I I r U 1 II - ■ � CL 26 0.95 , 0.14 0.1603 0.1279 0.1483 • I 5/ t� x 1 � {_ �t 1 ` LL- `4. T 11-1 RoD \ ` I 1 —' • I 1 •- - H1214. cowM rJ \ - i - ` t1J C1) I • I W N uT 8 �i'“ + CL c I SIDES. E`t�{P {cAL -) -' I I— cn / fir r,r,' w E5 ,.. , 7, .,-,,,,, _1,2 1 '69,,,,,,.-,-,-6 FOOT f ` l q 5 0 o CD = .0 _ . .T. , r CAR PORT SECT 1 0 N 6 r - \ - ` \� V -- - L ''-' f`i;. 1 S 3 2,131 /----:' t ■ ,, \ [j I TIM COVERT P.E. STRUCTURAL ENGINEER I 1100 NW GLISAN ST. PORTLAND OREGON 97209 (503) 228 -0426 - tv � I - I. 7 ` STEELPORT CARPORT: MATERIAL NOTES N . _ I - ceKS 8 � _ V I scow S_ 1. Materials: Concrete 2500 psi at 28 days 2 N % _ E - Slump (ftg) 3" to 5 _ I Portland Cement C -150 \ _ I 5 -1/2 sacks per cubic yard �, I I J 3/4" maximum aggregate re ate size I I g g Water per C -94 I Concrete Temperature 50 -90 F I Air Entrained 5 -7% I0��CEE S 1 I Note: The concrete supplier shall assume full responsibility for the mix design and the I I - overall performance of the concrete. (t = .07q") 1 Steel ASTM A307 (Bolts) I. I ASTM A653 or A792 Fy = 80 ksi (Roof Panels) ASTM A607 Grade 55 (Beams) I STEEL - NBE ASTM A500 Grade B Fy = 46 ksi (Tubes) Co LuM IA _ I 2. All footings to be founded on firm, original subgrade. ® 3". 3. Typical Concrete Footings: 24" diameter x 3' -6" deep f ¢ t 34" G t Cow M #.I 51m( L/rR.. • 10 cek: \_ . s. . � - a. r C 1 ,,,, < .<1 \ - =,.. .., . ,.-‘ : ,:::„..,, i , y i , .__:_l_1 3 : * '''''' , A . ......„, 1/4, 2 X11 ;A: i r 5f3 s 4 , ,-----E__X:P:ACE: GDa1 R 6V O t S : vri. Carpor.& s — rYP C Cs( ..0c:--t-r i f TA L : I u H �8 3 I G nix ` 1 ,..... 455 3 x 1" x 7 if � l, AsTM Z A� c- a I o� A-600 ca r.: - 1 I FOSS 4 `l x 4 ' X l 6 r. 4'( \ \ _ � I Gomel � F-0 �T s w I f� �u6• �4-kA S . ect N _. �M. I CP NOT " FoRM O s = M r I I 0 3 0 0 1 • . -N,,, I \ � \ t I I • n l‘ N ' s/B 4 x 14- T 1 3— CA-R.... s �>�i= _ \ I2° p -t - y: ''" ` • 1 1 • TY p W d • g n - �1 1 �1 GM o o e/7777 //7// vi \ 1 r.- :- � �I r^; 7 , ' , , - --s. " ° � 1 E tr y. ! t $ —a 9..r0 ' / Tim Covert P.E. W�� _ ,, %, / G r e n \i ° `� ' S tru ctural Engineer �d 2 �► S' ,,,,,,\-,- �J •' li l CODE `tot) } 4 - � O „ 1100 NW Glisan St � � < d. `d r P ortland, OR 97209 I E :XPTR S og% _,r S 5 ei -n s' j/ _. r