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Project: Rose City Futsal Ilvtcch Unita ! g STRUCTURAL Client: Bulldog Mechanical Pruj.No.: 16 4111 .. .ENGINEERS Late: 11?16 _By: R.MN4 Sheet 21011SE 3[ARR:SO4 STRI£T„M:LWALK)! OR, r222.503 607 14Sr.FAX:til.6010436.roLKClfuhka`rgiforrs.corn • , , —.....--- ,' • //•---,--- ',4iC.,..r. 7.V.A...X. 7;C-. 7 V---L .:1".30t Slcs Aft , .... (`;#::;7T, R.,,,, F• ANIF / / I . . I / / ,.4. -... / •sk.,., .=7 ,..„, , ,'"'::•.::,,,, 7 1..*.t4 (2. Ns , ..4..........__::, &LI_ s.N.• /,, \ , – 41 ... im _,____ - iN , 2- :;:4 14. 1. i11.2 / ! 7, 11- / ., , / t.,`,;kF.,41 CsSA.-2eItt 0U1Yr 1 _ __57 ........,, / _.,........ / / _../ ........_ 1,Loc, 1---s,, • • . „.„. „„,,....,,... . . , • . , . ... , ....... us, , c• Project: RoeCity Futsal Mech Units . . .,. _.,,,.. ,.... . STRUCTURAL Client: Bulldog Mechanical Proj. No.: 16-481 ENGINEERS Datc: 11/16 By: RMM Sheet No.: S3 2 VA SH HARRISON SIVE*,I,.NHL WALIKIE OR,97222,503 607 MI,FAX 503.607 006.rotAIN*AcAginecri,ame . r Ch . Ti':--. �� Wlx ?1 f � . .,\ I ,i2/6 F ,4 r `-,:.t-, A 14 1 1( i • v tt f , .. '• - .. . fo- .. r , Sy. ; 4. t :4",..• , 4 . INC. Project: Rose City Futsal Mech Units - ----i STRUCTURAL Client: Bulldog Mechanical Proj.No_:__J6-481 _ ENGJNEERS Date: 11116 _ By: RMM Sheet No.:, c--,Lk. 2700 Sr iHARRISON S'iRil.r,MIL VIA UK)t%OR.9722I,543-607-0.4111,FAX 50447446.rul.v.Y Aangiperrs.ao:n i a'8' " ,yPt t GCT;' ✓ I- c'.c:. N-U-, -7 p ra 1,1c.-;:k-:.:.c.- --7 /- ,_,,,,•#' V7 t„.'44';',4 (-••'.V 4 ,. 1 .. ---41.4,e',,"r ` ra: I Myr _. -;i • T L} I { Y.C�. h c.";vcDrT' 4 '+F' C a 4„'1..--ik..."r c[�`.'7P.` h. 4) - +. S:Y.:4—Jf"... .. i 1 I • ti 4 I • • (I-I:1 7‘.:-.-.-,:e if rttf;', ,--e .:_- k 0 h . • INC.. . Project: Rose City Futsal Mech Units t STRUCTURAL Client: Bulldog Mechanical Prof No.: 16-481 ENGINEERS Date: 11116 _ Ry RMM Sheet No.: C,,C; • 2700 S2.HARRISON STREET.,4)tL WAUKJJ OR,472:2,SU3.434)7 041;I,:'.AX.K1.h.07.0444 RrneFtr. tgirngi ... r " `Q-E)7.7•J t.,Z....77 1-;,,c--5`7,Q,re„)..7'1 c-:.)‘...) + • ,, - z .,.....nt A 4, • T . r")kr;j,:.•.;7•Itt..79. c-----(C ,7-- ,,-„p.'t..4ik ')..•.7 < P.-i--2)'k,',.. Nil., :b--te,.:\...tik-,L 1,--.? is::(:":;v•.,4?, ."-:\ i ‘4--7 ) ": ,.`‘...kt.--if *". ' )1‘ ' 'k T. '-'7,..-.,:77.`..42,1„if`-.7,3 i'LS7.7! *'., -----:::•:. --1. i.C.*;:x"i 1,.+.:..':,.:.: -'77—-.. IL'-e II U) 4..._:',A '. :--7". ...;-'- .-:(.)1•7"---' ".'a',.,-",-1..A-.4..' ''---.4•1 1\.C.2.;, i:Yrk.:,1`..--) ' U " ...-,. " ---r . _. r --- ' _ r1 c.,..-- -:'4.-... ,;),.....Y.,....5., +.....1.- V.4. , .---, i % ,0:-T,- ....',J,,.,-.:,04,-4 . .... i--;',.7'-7...• ..),-.--f,"c.,),-. t-7-V- 1 I ,14.,'..., 'L.A.',(.. .- 1 -' . V,),..-",..)\-.:'"-7i7.). '..'-,... 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ENG1NlitiRS Date: U116 By: RMM Sheet No.: 1 2700 SF.HARRISON S IltEki.,MI t.WA1Jkili OR,97222,50144744111,FAX S03-607-0486.robal@blIengineerccom • aM.- ?5)( c:',7, l.+C�i tom` i./,,J . �.3 C � I'G is ',J[ ' .w. i1 '" 11 _ e a r o 1114CH"CD! 0 1 NKr IMP 1 � 1 ii: :i:I C.) - ANN I/1 1/i Ici F, 1�; ! - o � I mit I /! 1/, 1 •460 Va L7 1r 1l r y...,, 4 1` i�,1 final I/1 1/I �► ; ,��SYRUP k 14 4041 li �' '4115 CIO 11111111 I /1�1/i le I Int +11111111, I/1 1/iliii + Int I 16111 II' NOTE ell ■iii I s , /anII 1101111111 1 CD pz ER RIMMI 1111111111 C) - 1 1 I I/PAg, do, a iiia 27 I �r.-:.. ,HU6 !D7 _ '1'11 � cAar * ti:J SEGONL, FLOOR FLAN f 4 r. Id':Ica" ym.dg q INC.NC. Project: Rose City Futsal Mech Units STRUCTURAL. Client: Bulldog Mechanical Proj.No.: 16-481 1 ENGINEERS Date: 11/16 By RMM Sheet No.: Z 2700 SE HARRISON STREET.,MILWAUKIE OR,97222,503.607-0481,FAX 503.607-0486.robeigibkeaginees.corn :-.)kzle-7-',. 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' ,C '.i •, 0 c.)-, ,) ..,./ ,. . 1 , ,•• ' ::"-..;=r,-0,r:,..; 't•, ,-, '-'7, a i 0?...7; ...."_. ...._ ..,......___,-/-•-....______„/ ..____ /--- ,.. - 1 1 i INT C. Project Rose City Futsal Mech Units • -' i i STRUCTURAL Client: Bulldog Mechanical Proj.No.: 16-481 ' ENGINEERS Date: 11/16 By: RMM Sheet No.: 3 Th*S SE liAlk RI SON 5 TREUT„MIL WAUK1E OR,97222,40144 7-0411';,FAX 9)3-6074486.robert@bicensincers.corn (:-...---e,tc-, ....;43,,,1 Cd ^1;4.44t*.1.)Ar.:DV.::•-• — st- ,d , — leR 7; Is.t4(" ) = CQ 0 --, 1 L / , — r\ .'. L.--, L,r,U '''`40 1 VI = - Lc I, 1 I. --- 1 6 ,A , z.v VI ' 'L'A ''' ,,,. JL' ) ..., 1 , / _ L = -.)'...ci" p 3/4 *--a "'"' . - tr., I.-•-, -r --r, :A , 0/ .. 1"--. .. k''', '',-,...' O- ',2,<:.-; i i, . ,-, ...., , i '0-".? 0—' Le _ :•.2. i 1 , ) • I r I V ; . I . .61----- r-,-.. - 1 . - ..1-- __ : ..,-).-,--,:_,,-),., i:\-71",<i.--'...-. -r;-.., i ..' lib' -c; -.:,i:2,,:::.) 1 1 Li2 f r.--74, C .6 it -k;e:PD 1 ‘ . ' / i t'''' ''".c'-a::15,,,N; ,1.‘,..')...2,, '.4 _ I -... ki-c--1 4,...-il,' ,_,,.)-- ^. rr :7- L...z'.` A,...%:,..Q- z: )e.,h.----;1*. y INC. project; Rose City Futsal Mech Units 4 { . STRUCTURAL Client BulltioR Mechanical Proj.No.: 16481 ENGINEERS Date: 11116 By: RMM Sheet No,: 4-1 2700 St 11ARRIS061 S;RFE t.6411-110At.11.11,O .t'222,V3-60-0411,FAX 503.60 04136 vobtre1601.atioocri,cort 1. Ii,\.).A.-A2•JKI CI—) C•••-;'+ ' 'YLA,k YL •FIX i5N,XL, / v / z 131 p • SIVA: , • ) • - --L7A714 I' L,G.L-k - . •- • IINC• project; Rose City Futsal Mech Units • STRUCTURAL Client Bulldog Mechanical Proj.No.: 16-481 ENGINEERS Date: 11/16 By: RMM Sheet No.: 2700 SE HARRISON STREET,NOLWAUKIE OR,97222,503-607-0484 FAX 503.607-0486.iobaro@Nraiginecrs,com :7) iIf 2 1 pt I.(41 a.... 41 OF Ili' . . ...... ,„1 I tg if Mii I 1g . . . . . 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I I DIMON OWN* . algeamvadormiwar.esma,....6.0....... . e R 4 yli s 0 410 Table IIM WOOD SCREWS: Reference Lateral Deal gn Values, Z, for Single Shear (two member) Connectionsl's'$ Xfor sawn lumber or SCI.with ASTM 653,Grade 33 steel side plate -4 4 k4 Phi >a (tabulated lateral design values are calculated based on an assumed length of 1wood screw penetration,p,into the main member equal to 10D) Z L alib � � i it ut 3 w w ua 9 ioO ut e? glt e , . 1;5 fi ‘ li it gi gi4 i, g gi g g 1 _b.!, - , w 0 v. a i a a in. in. lbs. tbs. lbs, Ibs. lbs. bs, lbs. lbs. lbs. WS. -1761T-1371 8 89 6 7 69 66 y 62 60 54 53 +` (20$age) 0,151 7 99 84 78 76 72 68 67 60 59 57 j 0.164 8 _113 97 89 87 83 78 77 69 67 as 1k (18gage) '0151 i)7' ,'1-0-0" S 4 • F ', 1,t17.,,•<") x : . irPi----ia---------••••--N---- 1 li 41) Table i1K LAG SCREWS: Reference Lateral Design Values, Z, for Single Shear (two member)Coinnections1 4 I for sawn lumber or SCL with ASTM A653,Grade 33 steel side plate(for ts<1./4")or s ) ASTM A 36 steel side plate(for ter1/4") 1 ,, lia (tabulated lateral design values are calculated based on an assumed length of lag tg{ screw penetration,p,into the main member equal to 8D) i, "...,_ ...,sw ..........« .r..._.tee............w�.w',.---....�......,___.._..,...-..... ,....._`r.......�a....._. ...__...__«..._,,.,.v,..a.er.e..w...»,,,..,r..a. i i— ir tit) a. ig ii 11 tg s i .ly r;at 3 C7 Sii II lig.` tJ O$ t9 g l of 15 ACC 1" D Zs Z., Zs• Zi Zs Zi Zs Zi Zs Zi Z. Zl a Zs Z . Zs Z4 Zs Zs Zs Zl in. in. lbs lbs_ lbs. lbs. bs_ Ibt. @s. tps. J kik lbs. ► lbs. to. lbs. bs. lbs. to. 1 IN, 1W. lfs. bs, 0.075 114 170 130 160 120 150 110 • 150 110 t 150 100 140 100 140 100 130 90 130 80 130 90 „ (14 gags1 5116 , 220 160 200 140 190 130 190 IX ! 190 130 100 120 180 120 170 110 170 110 160 100 _„•_•—„i &6, 220+ 160 209 140 200 130 . 190 ...,130 190 120 180. . 120 + 180 120 170 110 170 i 170 19 9 0.105 1/4 180 140 170 130 160 120 100 120 100 110 150 110 150 110 140 100 140 100 140 90 1 ...... .,.4,„012 gaol 230 170 210 150 200 0 200 140 190 130 190 130 190 120 160 110 170 110 170 110 _230 _190 210 140 200 ruti 200 130 _ 200 130 190 120 • 190 120 180^_._..110 _180 110 , 170 110 0.110 114 190 150 t 1110 130 170 120 170 120 160 120 160 110 160 110 150 100 150 100 140 100 .a (11gags1 5916 230 170 210 150 210 140 200 140 200 140 190 130 190 130 160 120 100 120 180 110 __ Ste 240. 170 270 1504: 219 140 210 140 200 130, 200 130 190 120 180 110 feu tut , Lao 1t0 0.134 1N 200 150 180 140 180 130 1 170 130 170 120 160 120 100 110 150 110 150 100 150 100 {: (109a9. 5118 240 180 220 160 210 150 210 140 200 140 200 130 200 130 190 120 190 120 180 120 716 245 170 220 150 •I 220 140 210 140 210 140 200 130 130 190 120 190 120 180 110 0.1 it 19 154 220 170 ' 210 150 200 158 200 140 190 140 190 130 19130 180 120 170 120 170 120 (7 ono) 5/16 280 190 240 170 230 160 230 160 230 150 220 150 220 150 210 190 200 130 200 130 316 270 190 . 250 119 124 .. 180 ; 240 160. 230. 15Q ?20 140 220 140 210 130 210 130 200 130 0.239 r 111 240 180 220 180 . 210 150 210 150 200 140 190 140 190 130 - 180 120 180 120 160 120 (3 gags) 5116 300 220 280 190 270 160 260 160 260 170 250 160 250 160 230 190 230 150 230 140 316 310 220 280 190 270 180 270 180 260 170 250 180 250 160 240 140 230 140 230 140 )l .1.- Iii , `a00 r ', �' gyp,� , t r7 M- 'rt°;1.'.' 1 '� �' 4r Z'`�Ir ';r.""istr, '. • t� .rt •t-lull)+. 1 '+taaA4' ._] ,•'( '1j i ; t- yy"1 �I '�r-, -rt d.!i"'tit,•, ••j r J �f .�� (� tet. Jar � h r! _) .r.:7(1:'•77'..' = ')....7t't )41T•,'7j'. 3/4 1110 670 1020 390 960 560 970 550 960 530 920 500 910 300 960 450 890 450 140 440 718 1510 880 • 1390 760 1330 730 { 1320 710 1290 090 1250 850 1230 650 1170 590 1180 590 1140 570 #' r1 1940 1100 1750 960 , 1710 910 1700 690 1850 860 , 1500 820 1590 8 • 1500 740 1480 720 1400 710 0 1/4 114 240 180 220 160 210 150 210 150 200 140 200 140 190 130 180 120 180 120 180 120 5118 310 220 260 200 270 180 270 160 280 170 ' 250 170 250 100 230 150 230 150 230 140 318 320 220 280 190 280 180 270 180 270 170 260 180 250 160 240 150 240 140 230 140 a 11 ,1 "a !1'' ! s r .may 1 II, t+ Sys . i a 560 ,,',41,,,r1.25.'0i_u '' y lu 1 it 1,f£ AY � t ..,,r s'1' F 6201%1"i: / ' , s r* , m . .7k nom-moi„ 3�. -04'' v Y o O )• �1 ar i t ' ;"._,_}'! C• 1 , t � Y j aA .;. d "' •,ma`'",1.'.� !•� i � wC�}�.t ;:'M�?�`(?:141,`1!"41.-.1"1.7 �e 3dY bJ".i N�27i4.f .),. 311 1200 730 1100 640 1060 600 1060 S90p 1020 570 990 540 980 530 930 490 020 480 900 470 716 1600 930 1470 820 1410 770 1400 750 1 1360 720 1320 690 1310 580 1240 830 1220 620 1200 000 is 1 1 2040 1150 1970 1000 1800 950 1780 231 i 1730 900 1660 850 _ 1660 840 1570 770 1560 760 1530 149 )_ I. Tabulated lateral design values,Z,shall be mukiplied by all applicable adjustment factors(see Table 10.3.1). r j 2. Tabulated lateral designvalues,2,are for reduced body diameter tag screws(see Appendix Table L2)inserted in side grain with screw axis perpendicular to l. wood fibers;screw penetration,p,into the main member equal to 8D;dowel tearing strengths,F„of 61,830 psi for ASTM A653.Grade 33 steel and 87,000 psi . for ASTM A36 steel and screw bending yield strengths,F1,,,,of 70,000 psi for D-1/4",60,0000 for D•5/16",and 45,000 psi far D>318". 3. Where the lag screw penetration,p.is less than 8D but not less than 4D,tabulated lateral design values,Z,shall be multiplied by p/8D or lateral design values ILshall be calculated using the provisions of 11.3 for the reduced penetration. 4. The length of lag screw penetration,p,not including the length of the tapered tip,E(see Appendix Table L2),of the lag screw into the main member shall not be less than 4D. See 11.1.4,6 for minimum length of penetration,p,,,,,. y' r y i t 11 AMERICAN WOOD COUNC L g 1) Table 11.2A Lag Screw Reference Withdrawal Design Values, W' Tabulated withdrawal design values(W)are in pounds per inch of thread penetration into side grain of wood member. r Len,gth of thread penetration In main member shall not include the length oldie tapered tip(see 11.2.1.1). Specific Gravity, Lag Screw Diameter,D G2 1/4" 5/16" 3/8'. 7/16" 1/2" 5/8" 3/4" 7/8" 1" 1-1/8" 1.1/4" 0.73 397 469 538 604 668 789 905 1016 1123 1226 1327 0.71 381 450 516 579 .„640 7 ` ' 868 : ;974 1077 1176 1273 0.68 357 422 484 543 600 109 813 913 1009 1103 1I93 0.67 349 413 473 531 587 694 - 796< 893. 987 1078 1167 0.58 281 332 381 428 473 559 641 719 795 869 940 0.55 . 260 307 352 : 395 437 516 , '592 664. 734 802 868 0.51 232 274 314 353 390 461 528 593 656 716 775 0'50 . 225 266 30 '0,.342 378 447 513 576 636 ' 695 752 218 258 z• 332 367 434 498 559 617 674 730 . 0.47 205 242 278.. 312 345 408 467 , 525 580 634 686 302 334 395 453 508 562 613 664 0.46 199 235 269 30 0.44 186 :220. 252 3. 312 369 423 ' 475 .'525 574 621 p 0.43 179 212 243 273 302 357 409 459 508 554 600 0.42 173 205 235 264 291 344 395 . 443 490. 535 579 pi 0.41 167 198 226 254 281 332 381 428 473 516 559 4 0:40 : 161 ` :190 218 245 271 320 367 412 455 497 538 if . 353 397 438 479 518 0.39 155 183 210 236 261 308 0.38' j 149 176 202° 227, 251 u 296 ; ' _34 0 381', 422 461 498 ilti •, 0.37 143 169 194 218 241 285 326 367 405 443 479 '+ 0.36 137 -r 163 186 209° 231 273 „ 313 352. 389 425 460 Y .7 373 407 441 28 t 0.35 132 156 179 200 222 262 300 33 031 110 130 149 167 185 218` 250 l 311 339 367 1. Tabulated withdrawal design values,W,for lagscrew connections shall be multiplied byall (see ) t8 tp' applicable adjustment factors Table i0.3.1 . 4/ 2. Specific gravity,G.shall be determined in accordance with Table 11.3.3A. 11.2.3.2 For calculation of the fastener reference 11.2.3.4 For calculation of the fastener reference withdrawal design value in pounds, the unit reference withdrawal design value in pounds, the unit reference withdrawal design value in lbs/in. of fastener penetra- withdrawal design value in lbs/in, of ring shank pene- tion from 11.2.3.1 shall be multiplied by the length of tration from 11.2.3.3 shall be multiplied by the length fastener penetration,p,,into the wood member. of ring shank penetration,p,,into the wood member. 11.2.3.3 The reference withdrawal design value, in 11.2.3.5 Nails and spikes shall not be loaded in lbs/in.of penetration, for a single post-frame ring shank withdrawal from end grain of wood. nail driven in the side grain of the main member, with the nail axis perpendicular to the wood fibers, shall be 11.2.4 Drift Bolts and Drift Pins determined from Table 11.2D or Equation 11.2-4, within the range of specific gravities and nail diameters Reference withdrawal design values, W, for con- given in Table 11.2D. Reference withdrawal design nections using drift bolt and drift pin connections shall values, W,shall be multiplied by all applicable adjust- be determined in accordance with 10.1.1.3. ment factors(see Table 103.1) to obtain adjusted with- drawal design values, W'. W=1800 G'D (11.2-4) AMER.CAN WOOD COUNCIL ` of