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Specifications I r t...._ ., i TABLE N XIX STUD BRIDGING DETAILS & .74j °Zi- 005 (oZ STUD BRIDGIN , AXIAL LOAD TABLE AND STUD TABLES ASSUME THAT RIGID WALL C OVERINGS ARE ATTACHED TO BOTH FACES OF EACH STUD FOR LA AL SUPPORT OF STUD FLANGES. DURING CONSTRUCTION, AND FOR SPECIFIC APPLICATIONS (FURRED WALLS, UNS ATHED WALLS, ETC.). LOADS MAY BE APPLIED WITHOUT PROPER FLANGE BRACING. STUD BRIDGING PROVIDES F NGE SUPPORT TO THE STUD SO LOADS CAN BE APPLIED. TYPICALLY, AT LEAST 50% OF 1 THE AXIAL LOAD CAP TY OF THE STUD CAN BE ACHIEVED THROUGH THE USE OF HORIZONTAL BRIDGING Al A 1 MAXIMUM VERTICAL SPA IpIVI. OF 4' -0' O.C. IN A STUD WALL. ADDITIONAL ROWS OF BRIDGING ARE REQUIRED 1 i i FOR OTHER CASES. S D 4 8RIDFING MAY BE PROVIDED THROUGH ANY OF THE THREE METHODS SHOWN BELOW. USE 1 i 1 -1/2' x 1 o.GAPJ RC TYPICAL'L'4 H jl Standard Stealer Inc �� 1 /g' I 111 1 / B� I • I j -r-` •� punchoul at 2' -0" O.C. I 1 ' ■#10 A screws — 1/2. 2 x2" angle — some .1 gouge as stud Sidd Steeler nc. ; I i pan head (4) total punchoul anor al Y-0 O.C. i i 1 Ail 1 1 2 CRC — cold rolled :.::d � td ! 2�x2� angle —some S s / •� gouge as stud —_ channel of 4' -0- O.C. v ertically R I I� I l 1 1/2� CRC — cold rolle> Standard Steeler Inc. ���' g channel at 4' —O D.C. 1 1 2 CRC — cold rolled •1•,i• punchout at 2' —O� O.C. / , vertically channel at 4 O.C. vertically I• -- t CRC MAY BE PLACED EITHER FLANGE UP OR FLANGE DOWN Ills SCREW ATTACHED WELD ATTACHED BRIDGING CHANNEL BRIDGING CHANNEL WELD ATTACHED W/ ANGLE W/ ANGLE BRIDGING CHANNEL .,''1� li I ` ' N.T.S. N.T.S. N.T.S. hl!1ll STUD AND JOIST BRACING Ef N.T.S. I "11 STUD AND JOIST TABLES ASSUME THAT BOTH FLANGES ARE SUPPORTED BY RIGID MATERIALS TO RESIST FLANGE 111:11t1 BUCKLING. DURING CONSTRUCTION, AND FOR SPECIFIC APPLICATIONS (FURRED WALLS, CEILINGS, UNSHEATHED WALLS, ETC ), LOADS MAY BE APPLIED WITHOUT PROPER BRACING. BRIDGING PROVIDES FLANGE SUPPORT SO 7 11HAT I III, � LOADS CAN BE APPLIED. WHERE THE TENSION FLANGE IS NOT FULLY BRACED BY RIGID MATERIALS. BRACING ;I LOCATED AT THE SPACINGS SHOWN BELOW WILL PROVIDE STIFFNESS TO THE TENSION FLANGE SO THAT FULL p TABULATED LOADS MAY BE SUPPORTED. COMPRESSION FLANGES MUST BE BRACED BY A RIGID MATERIAL OR BY IIIC) BRIDGING OR BRACING AS SHOWN AT 24' O.C. COMPRESSION FLANGES NOT FULLY BRACED BY RIGID MATERIALS Id '' NEED TO BE EVALUATED ON A CASE BY CASE BASIS BY A QUALIFIED ENGINEER" I ' . ' �1�� strap each side k, 1/2 S -12 pan Cont. 20 go. .X 2' - Solid blocking (shown head screw at ea. of members, full i� F shaded) of end two member (typ.) length of run . boys of run are some Blocking to be some 1/2 S -12 pan l gouge and size as heed screws of members. See Brocing 3 o.c_ each side Table below for spacing. to all blkg. Panels 134 (Additional blocking of ∎ '•' me 30 me_ ru max along ill member 3O i( run I ' Iki exceeds 30' -0�) _ / I, ''..4-:- 1- i' L � � , 20 go. 2 "x2' angle x member depth less f•[ �,� it 2 w/(2) -1/2 pan r• heed screws ea. face I��k� 1/8 sa(ew Ti 1 weld O5 IOn IN Cont. 20 go. a 2" option I: I straps each side II'I • . of member, full spun I klu of member run BRACING TABLE JOIST SPAN BRIDGING • UP TO 14' ONE ROW AT MID —SPAN 1:61 9 14' -20' TWO ROWS AT THIRD POINTS 20' -26' THREE ROWS AT QUARTER POINTS I CS N.T.S. =Not to scale t 1, • Calculations may require additional rows of bracing � � I PAGE 51 I ' I fl , lay •-FlifIrtSfS RSSWEL I ES FRX NO. •53B4 Rug. 24 2035 10: 421:111 P2 • , . . I 1)i ON REQUEST FOR INFORMATION RFI No. EWO No.._ From: PROJECT; Dick's Sporting Goods SD DEACON JOS NO. _ 901..NEGLISAN STREET SUITE 100 PORTLAND OREGON, 97232 DATE: ATTN: Lisa Terlson SUBJECT: To: SPEC REF: - — DRAWING REF: - - - DETAIL REF: . . - DESCRI • • • • F REQUEST: You requested a deflection limit of L1240 at a SPSF Interior Wand kind. The 36412540 snide that are Installed on the niIdoifUrhi' Wall Sari only span 10' it that WAS. The span in 1St 6Can we spilt that load in half with a same gang. litctiefithithetto the . 89011182-54 exterior stud? —1 • . _ ,REQUESTED DATE OF hapset RESPOUSS: Coat PRIORITY Schedule Impact : Sae attachments RESPONSE DATE: 4444GhTfiTg Cie qiNti gye Esi...F&aLeS descellivrat I. aCrevie&e . The a./t eleitechioh //ma: /5 J-h7/ trainifint.1 • 13YLatt7 FIRMA4IAL4....344 • = Pet, Protect Manager, Superintendent ft &O. beacon Cop, &Oregon ern SW. Bancroft St, romINS, OR ands • P.O. Sea 25302, Portland, OR 0720e 503-297-4701 • P 803-2417-1001 OR CCM litS43211 • WA REG SSDOEAC0011.13 wdeccini • PORTIAND f SEATTLE I SACRA/AM I IMPORT BEAM , - F93I.r 8+S DR'l1 .L s..I FS FAX NO. :5038447204 Aug. 24 2085 10: 42RM P3 Y �� �r 4 -- — • ___ .� �F.- •.f� -.�.. •....r .. F •.. -....r �. arR - - Fig/ ' ' i ri ....,eig, ea strot, f 3 4 1, �� Wes, tioch,i.. m∎ ,1 OF ..t .i... 111 s z 4 P ` E 19; kg I 0 -, f i Doty' S wo -. 1 0 { { ' 0 L j • • 0 0 = 0 e : t i 11 eO, \Mrt t (Vr c;oc CurC 1 ' FROh:S+513RYLIALL.PSSEMBLI FAX NO. 7E:03E447204 Rug. 24 2885 18:4.M1 P4 - 1:511 . . , . . SI )1 )1: J A( ,( )N REQUEST FOR INFORMATION - '4 ... . , RF1 No. i 7- - - — ENO No. .:,-'.•:',:::. .. ,. . ... ,. . - • "''' .. l ' Fr4fite.`. PROJECT: Dick's Sporting aids -- - • - -- , !--,-...:::;••,-, .=;‘, SD DEACON. JOB NO, - -- 801 NE Gl.ISAkTiktEr SUITE 100 . . PORTLAND OREGON 97232 DATE: • - -- 'V - ' , 1• - •ATiti:" Use Tertson SUBJECT; i '. To: 10•1■11••■1■•••■•■111.....•■■•■•■■•■••■••■•111•0 SPEC REF: _ ____ ._ ___ il DRAWING REF: _... _____ g DETAIL REF: -,; ;_--. - DESCRIPTION OF REQUEST: ' .-.:: . ii-, YouTequaltad a deflection limit of 1.1240 st e 5PSF Interior Moral load. Thl 6625126-30 studs that are installed on the liiiiiiiiifill height Wells can only open itr at that table. The span is 1* 6". Can we spilt that load In half with a ... . d1 1d rolled lateral bracing Shown on these thawing. _1 . - ii- - zit .• . ... .,:- --..- . , • JESTED OF i RESPONSE . can impact: . iiinonirr: Schedule tmpse.b kiwi ittethinersis. ., ..■ ' RESPONSE: . -- rite POSSE DATE: Kickers tritty f•Eikkof___./17 SiOa.k MO frl Side_ph/y. P4MeLk i averd__ki_n4ey er ..i. .Where 41.L... .-. nal- 4W-....11,:ce-ktForn )61.4..miaa § gr:::- — -,.. — adjur# 5Q fov _sizitt�j—&1 SY(.44-10 mia_cleggariva criferk _ ,., :s1 ati FIRfA mip.i g3tiol i,.. _ cc Fla, Project Manager. Dupelintsodent W12004 • ---. S.D. Osseon co*. of Oregon 0720 sm. samrier Si, Pardans. OR 07238 • P.O. Oa sr 26311Z Paritend, OR ems 4.- T: 5 • F: 503.297-Ssill OR COS stS132.3 • WA REO SBOOEA0001 in l'-• blitgOB7SOMMS FORUM I PATTIE I SACRUM) I WAFORT B9.04 f...3; ‘.,. Y-' V a FRM : S +S CIP`'? . fi3��EL i E5 FRX NO. :5039447R0 Rug. 24 2O 5 16: 431 M P5 0 Vr) 41U (--°\ L 4 " 1. €- (-0 --\ Zcos,- _21 d . �v 11 he. to\y -, In*er; or- Wc . . ro , TABLE NO, XIV tri ALLOWABLE WALL HEIGHTS • J 23 SS SECTION (1 -1/4" FLANGE) - ALLOWABLE WALL HEIGHT IN FEET (Ft.) CLADDING ON BOTH SIDES OF WALL (SEE NOTE 3) DEFLECTION LIMIT = L / 120 DEFLECTION LIMIT = L / 240 (NAND LOAD ONLY - NO AXIAL LOAD) (WIND LOAD ONLY - NO AXIAL LOAD) 5 PSF 15 PSF 20 PSF 25 PSF 30 PSF 40 PSF 5 PSF 15 PSF 20 PSF 25 PSF 30 PSF 40 PSF DEPTH STUD SPACING STUD SPACING STUD SPACING STUD SPACING STUD SPACING STUD SPACING DEPTH STUD SPACING STUD SPACING STUD SPACING STUD SPACING STUD SPACING STUD SPACING (IN.) 12" 16" 24" 12" 18" 24" 12" 16" 24" 12" 16" 24" 12" 16" 24" 12" 18" 24" (IN.) 12" 16" 24" 12" 18" 24" 12" 16" 24" 12' 16" 24" 12" 16" 24" 12" 16" 24" 20 GAUGE Fy p 33 KSI 20 GAUGE Fy m 33 KSI 1.825 12.3 11.1 9,7 8.6 7.7 6.7 7.7 7.0 6.0 7.2 8.6 6.4 8.7 5.0 4.9 8.0 6.2 4.3 1.625 L7 8,8 7.7 8.7 6.1 6.4 8.1 5.8 4.9 5.7 6.2 4.6 5.4 4.9 4.2 4,9 4.4 3.9 2.600 17.0 16.4 13.5 11.5 10.7 9.2 10.7 9.7 7.9 9.9 8.7 7.1 9.2 7,9 0.5 7.9 8,9 6.8 2.600 13.6 12.3 10.7 9.4 8.6 7.4 8.5 7.7 8.7 7.9 7.2 6.3 7.4 6.7 5.9 8.7 6.1 6.4 3.600 22.0 20.0 17.5 16.3 13.9 11.4 13.9 12.1 9.9 12.6 10.9 8.9 11.4 9,9 8.1 9.9 8.6 7.0 3.500 17.5 15.9 13.9 12.1 11.0 9.6 11.0 10.0 8.7 10.2 9.3 8.1 9.8 8.7 7.6 8.7 7.9 6.9 3.625 22.6 20.6 18.0 15.7 14,3 11,7 14.3 12.4 10.1 12.6 11.1 9.1 11.7 10.1 8,3 10,1 8.8 7.2 3,625 18.0 16.3 14.3 12.5 11.3 9.9 11.3 10.3 9.0 10.6 9.5 8.3 9.9 9.0 7.8 9.0 8.2 7.1 4.000 24.6 22.2 19.4 17.0 15.3 12.6 15.3 13.3 10,9 13.7 11.9 9.7 12.6 10.9 8.9 10.9 9.4 7.7 4.000 19.4 17.8 16.4 13.6 12.2 10.7 12.2 11,1 9.7 11.4 10,3 9.0 10.7 9.7 8.6 9.7 8,8 7.7 8.000 33.8 30.7 28.8 23.6 20.4 18.7 20.4 17,7 14.4 18.3 15.8 12.9 16.7 14.4 11.8 14.4 12.5 10,2 8.000 26.6 24.4 21.3 18.8 16.9 14.8 18,9 16.4 13 4 15.7 14.3 12.5 14.8 13.4 11.7 13.4 12.2 10.2 18 GAUGE Fy • 33 KSI 18 GAUGE Fy = 33 KSI 2.600 18.4 16.7 14.6 12.8 11.6 10.1 11,6 10.6 9.1 10.8 8.8 8.2 10.1 9.1 7,6 9.1 7.9 6.6 2.600 14.6 13.3 11.6 10.1 9.2 8.0 9.2 8.4 7.3 8.5 7.8 6.8 8,0 7.3 6.4 7.3 6.8 5.6 3,600 23.9 21.7 19.0 18.6 16.1 13.2 15.1 13.7 11.4 14.0 12.5 10.2 13.2 11.4 9.3 11.4 9.9 8.1 3.600 19.0 17.3 15.1 13.2 12.0 10.5 12.0 10.9 9.5 11.1 10.1 8.8 10.5 9.5 8.3 9.6 8.6 7.6 3.826 24.6 22.3 19,6 17.1 16.6 13.5 15,6 14.1 11.7 14.4 12.8 10.6 13.5 11.7 9,6 11.7 10.2 8,3 3,625 19.6 17,7 16.6 13,5 12.3 10.7 12,3 11.2 9.8 11.4 10.4 8.1 10,7 9.6 8.6 9.8 8.9 7.7 4.000 26.6 24.2 21.1 18.4 18.7 14.5 18.7 15.2 12.5 16.5 13.7 11.2 14.6 12.5 10.2 12.5 10.9 8.9 4.000 21.1 19.2 16,7 14.6 13.3 11.8 13.3 12.1 10.6 12.3 11.2 9.8 11.8 10.6 9.2 10.6 9.8 8.4 8.000 36.6 33.5 29,2 25.5 23.2 19.3 23,2 20.4 18.7 21.1 18.3 14.9 19,3 16.7 13.8 16.7 14.5 11.8 8.000 29.2 26.8 23.2 20.3 18.4 18.1 18.4 18.7 14.8 17.1 15.5 13.6 18,1 14.8 12.8 14.8 13.3 11.6 8.000 46.7 42.4 37.1 32.4 29.2 23.8 29.2 25.3 20.6 28.1 22.6 18.6 23.8 20.8 16.9 20.6 17.9 14.6 8.000 37.1 33.7 29.4 25.7 23,4 20.4 23,4 21,2 18.5 21.7 19.7 17.2 20.4 18.5 18.2 18,5 16.8 14,6 10.000 56.4 51.2 44.8 37.2 32.2 28.3 32.2 27.9 22.8 28.8 26.0 20.4 26.3 22.8 18.6 22.8 19.7 18.1 10.000 44.8 40.7 36.5 31.0 28.2 24.8 28.2 25.6 22.4 28.2 23.8 20.4 24.6 22.4 18.8 22.4 19.7 18.1 16 GAUGE Fy u 50 KSI 18 GAUGE Fy m 50 KSI 2.600 19.8 18.0 15.7 13.7 12.6 10.9 12.5 11.3 9.9 11.6 10.8 9.2 10.9 8.8 8.7 9.9 9.0 7.9 2.500 15.7 14.3 12.5 10,9 9.9 8.7 9.9 9.0 7.9 9.2 8.4 7.3 8.7 7.9 6.9 7.9 7.1 8,2 3.600 25.8 23.4 20.5 17.9 18.3 14.2 16.3 14.8 12.9 16.1 13.7 12.0 14.2 12.9 11.3 12.9 11.7 10.2 3.500 20.6 18.6 18.3 14.2 12.9 11.3 12.9 11.7 10.2 12.0 10,9 9.6 11.3 10.2 8.9 10.2 9.3 8.1 3.626 28.6 24.1 21.1 18.4 18,7 14,8 16.7 16.2 13.3 16.6 14.1 12.3 14.8 13.3 11.6 13.3 12.0 10.5 3.625 21.1 19.1 16.7 14.8 13.3 11.6 13.3 12.0 10.6 12.3 11.2 9.8 11.6 10.6 9.2 10.5 9.8 8.4 4.000 28.7 26.1 22.8 19.9 18.1 18.8 18,1 18.4 14.3 16.8 15.2 13.3 15.8 14.3 12.5 14.3 13.0 11.4 4.000 22.8 20.7 18.1 15.6 14.3 12.6 14,3 13.0 11.4 13,3 12.1 10,8 12.6 11,4 9.9 11,4 10.3 9.0 8.000 39.8 30.1 31.8 27.6 25.0 21.9 25,0 22,5 19.9 23.3 21.1 18.5 21.9 19.9 17,4 19.9 18,1 16.8 8.000 31.8 28.7 26.0 21.9 19,9 17.4 19,9 18.1 15.8 18.6 16.8 14.8 17.4 15.8 13.8 15.8 14.3 12.6 8,000 60.4 45.8 40.0 35.0 31.8 27.8 31.8 28.9 25.2 29.5 28.8 23.4 27.8 25.2 22.0 25.2 22.9 20.0 8.000 40.0 36.4 31.8 27.8 25.2 22.0 26.2 22.9 20.0 23.4 21.3 16.8 22.0 20.0 17.6 20.0 18.2 16.9 10.000 83.9 56.3 48.4 42.2 38.4 33.6 38.4 34.9 30.5 36.6 32.4 28.3 33.5 30.5 26.9 30.6 27.6 22.4 10.000 48.4 43.9 38.4 33.6 30.6 26.6 30.5 27.7 24.2 26.3 25.7 22.4 26.6 24.2 21.1 24.2 22.0 19.2 12.000 71.1 84.8 58.4 49.3 4.4.8 39.1 44.8 40.7 34.4 41.6 37.7 30.8 39.1 34.4 28.1 34,4 28.8 24.4 12.000 58,4 61.2 44.6 39.1 35.5 31.0 35.5 32.3 28.2 33.0 30.0 28.2 31,0 28.2 24.6 28.2 25.6 22.4 14 GAUGE Fy a 50 KSI 14 GAUGE Fy a 50 KSI 3.600 27.7 26.2 22.0 19.2 17.5 16.3 17.5 16.9 13.9 18.2 14.7 12.9 15.3 13.9 12.1 13.9 12.8 11.0 3.600 22.0 20.0 17,6 16.3 13.9 12.1 13.9 12.6 11.0 12.9 11.7 10.2 12.1 11.0 9.8 11.0 10.0 8.7 3.626 28.5 25.9 22.6 19.5 18.0 16,7 18,0 16.3 14.3 10.7 15.2 13.2 16.7 14.3 12.6 14.3 13,0 11.3 3.826 22.8 20.6 18.0 16.7 14.3 12.5 14.3 13.0 11.3 13.2 12.0 10.5 12.6 11.3 9.9 11.3 10.3 9.0 4.000 30,8 28.0 24.5 21.4 19.4 17.0 19.4 17.7 16.4 18.0 16.4 14.3 17.0 16.4 13.6 15.4 14.0 12.2 4.000 24.5 22.2 19.4 17.0 15.4 13,5 15.4 14.0 12.2 14.3 13.0 11.4 13.5 12.2 10.7 12.2 11.1 9.7 8.000 42.8 36.9 34,0 29.7 27.0 23.8 27.0 24.5 21.4 26.0 22.6 19.9 23.8 21,4 18,7 21.4 19.5 17.0 8.000 34.0 30.9 27.0 23.8 21.4 18.7 21.4 19.5 17,0 19,9 18.1 15.8 18.7 17.0 14.8 17.0 15,4 13.5 8.000 64.4 49.4 43.2 37.7 34.3 28.9 34.3 31.1 27.2 31.8 28.9 26.2 29.9 27.2 23.8 27.2 24.7 21.6 8.000 432 39.2 34.3 29.9 27.2 23.8 27.2 24.7 21.6 26,2 22.9 20.0 23.8 21.6 18.9 21.8 19,6 17.1 10.000 86.7 59,7 52.1 46.8 41.4 36,2 41,4 37.8 32.8 38.4 34,9 30.6 38.2 32.8 28.7 32.8 29.8 28.1 10.000 62.1 47.4 41.4 36.2 32.8 28.7 32.8 29,8 28.1 30.6 27.7 24.2 28.7 28.1 22.8 26.1 23.7 20.7 12.000 76.9 89.8 61.0 53.3 48.4 42.3 48.4 44.0 38.4 45.0 40.5 35.7 42.3 38.4 33.8 36.4 34.9 29.3 12.000 81.0 55.4 48.4 42.3 38.4 33.6 38.4 34.9 30.6 35,7 32.4 28.3 33.8 30.5 28.7 30.5 27.7 24.2 12 GAUGE Fy o 50 KSI 12 GAUGE Fy = 50 KSI 3.500 30.8 28.1 24.6 21.4 19.5 17,0 19.5 17.7 16.5 18.1 18.4 14.3 17.0 16.6 13.5 15.5 14.0 12.3 3,600 24.5 22.3 19.5 17.0 16.6 13.6 15.5 14.0 12.3 14.3 13.0 11,4 13.5 12.3 10.7 12.3 11.1 9.7 3,826 31,8 28.9 25.2 22.0 20.0 17,6 20.0 18.2 15.9 18.6 18,9 14,8 17.6 15,9 13.9 15.9 14.4 12.8 3,825 26.2 22.9 20.0 17.6 15.9 13.9 15.9 14.4 12.8 14.8 13.4 11.7 13.9 12.8 11.0 12,6 11.5 10,0 4.000 34,4 31.3 27.3 23.9 21.7 18.9 21.7 19.7 17.2 20,1 18,3 18.0 18.9 17,2 15.0 17.2 15.6 13.7 4.000 27.3 24.8 21.7 18.9 17.2 16,0 17.2 15.8 13.7 16.0 14,5 12,7 15.0 13,7 11.9 13.7 12.4 10.8 6.000 47,9 43.6 38.0 33.2 30.2 28.4 30.2 27.4 24.0 28.0 26.5 22.3 26.4 24.0 20.9 24.0 21.8 19.0 6.000 38,0 34.8 30.2 28.4 24.0 20.9 24.0 21.8 19.0 22.3 20.2 17.7 20.9 19.0 18.6 19.0 17.3 16.1 8.000 81.0 56.4 48.4 42.3 38.4 33.5 38.4 34,9 30.5 35.8 32.4 28.3 33.5 30.6 28.8 30.5 27.7 24.2 8.000 48.4 44.0 38.4 33.5 30.5 28.8 30.5 27.7 24.2 28.3 26.7 22.6 28.8 24.2 21.1 24,2 22.0 19.2 10.000 73.7 87.0 68.6 51.1 48.4 40.6 46.4 42.2 38.9 43.1 39.2 34.2 40,8 38.9 32.2 36.9 33.5 29.3 10.000 58.5 53.2 48.4 40.8 36.9 32.2 38.9 33.6 29.3 34.2 31.1 27.2 32.2 29.3 26.6 29.3 26.8 23,2 12.000 86.3 78.4 88,5 59.6 54.4 47.6 54.4 49.4 43.2 60.6 45.9 40.1 47.5 43.2 37.7 43.2 39.2 34.2 12.000 68.5 62.2 64.4 47.6 43.2 37.7 43.2 39 2 34.2 _ 40.1 38.4 31,8 37.7 34.2 29.9 34.2 31.1 27.2 NOTES 1. The end reaction must not exceed reaction. eel forth In the Allowable Web Crippling Table, 2. The tabulated ' artltlon are based on the lesser of the requirement. of flexure or deflection, with a load duration Increase of 33 -1/3 percent, per .ectlon A4.4 of 1891 U.B.C. Standard No. 27 • - �' "' .0 , ,� y, et 1,;,, - • s Whet' web etllteners are not provided the,end reaction must be checked t6 Incurs compliance with section 03.4 of 1991 U.B.C. Standard No 27 - 9. ` - • � - .I �� 1 111 1 � �: 1 �� .o,.l , 1t F . f� � < 8 . Z- I IInO drywall pan head or bugle -head .Drew* fastened at 6lnoh on A . fJ . `.r 1 - t`." .ti lf) . „t„,„ 1 y 'S i f : t :, 7 ; . ' �•fc J L ' - a1 " ' ��F„ .{ L .hid Y s� t . (x I s a i 0 I ' ' 34 s �i4:Mi i s e � "- r C71 _;FS. CON wll. r 1 [ r r P f i .:U I J "" T�" s '- 4 I }, h. ' 9 ° . wn ai '3 . u�,+Gf: �b.�t(t . I�Ibcrt.:� s � s � ' :� + �''(p'isrc��a' 1i a' �' ' i n " °`' 1 1 S SECTI (1- /4" F LANGE) - ALLOWABLE " WALL HEIGHT IN FEET (Ft.) CLADDING ON BOTH SIDES OF WALL (SEE NOTE 3) n mct Iearr - 1 / Inn nFFI POTION LIMIT L / 500 MILLER Consulting Engineers LETTER OF TRANSMITTAL 9570 SW Barbur Boulevard, Suite 100 Portland, Oregon 97219 -5412 PH: (503) 246 -1250 DATE September 21, 2007 JOB NO 061265 FAX: (503) 246 -1395 ATTENTION Mark VanDomelen To City of Tigard RE: Dick's Sporting Goods Plan Review BUP2006 -00562 13125 Hall Boulevard Tigard, OR 97223 WE ARE SENDING YOU, ATTACHED Via ❑ FAX ® US Mail ❑ Customer P/U ❑ Courier • COPIES DATE NO. DESCRIPTION (1) 9/21/07 Structural plan review #7 (1) Deferred submittal #42 - approved THESE ARE TRANSMITTED as checked below: ❑ For Approval ® For Your Use ❑ As Requested ❑ For Review and Comment REMARKS COPY TO markv@atigard- or.gov; file SIGNED: Eric Watson; hlm RECEIVED SDDEACO \ 25 SEP 2 01001 YEARS TRANSMITTAL DATE: 9 -19 -07 TO: Miller Consulting Engineers ❑ Mail ATTN: Erik Watson ❑ Hand Delivery 9570 SW Barbur Blvd. Suite 100 ❑ Will Call Portland, OR 97219 ® Overnight ❑ Messenger PROJECT: Dicks Sporting Goods SDD NO.: 4104 NO. OF COPIES DESCRIPTION 1 Dicks sporting goods framing deferred submittal ® For Approval SUBMITTALS ❑ For Your Signature ❑ Approved as Submitted ❑ Per Your Request ❑ Make Corrections Noted ❑ For Payment ❑ Rejected / Resubmit ❑ For Your Records Remarks: Please review supplemental information regarding Dicks sporting goods deferred submittal. Please call with questions 503 - 320 -8095 • By: Scotty Walker, Project Engineer Name, Title cc: File/ SDD Project #4104_ Field S.D. Deacon Corp. of Oregon 0720 S.W. Bancroft St., Portland, OR 97239 • P.O. Box 25392, Portland, OR 97298 T 503- 297 -8791 • F 503- 297 -8997 OR CCB #134328 • WA REG #SDDEACO011JB www deacon corn PORTLAND I SEATTLE I SACRAMENTO I NEWPORT BEACH Form Rev. 1/26/05 ( 1 ,7) fi - 3 . (� LPG I) • •• •• •. • • • • •• "v • TABLE: NQ. 'XtX' :: • :: • : STUD BRIDCII1G DETAIL'S . • • • • • •• •• STUD BRtQCIIG•. ••• ••;• • • • • • • • • • • • • • • • . • AXIAL IDAD TABLE AND STUD TABLES ASSUME THAT RIGID WALI• ' COVE R INGS A RE.A1TA f il-IED TO. 130tH FACES OF EACH SCUD FOR LA AL SUPPORT OF STUD FLANGES. DURING CONSTRUCTION, AND FOR SPECIFIC APPLICATIONS (FURRED WALLS. UNS THED WALLS. ETC.). LOADS MAY BE APPLIED WITHOUT PROPER FLANGE BRACING. STUD BRIDGING PROVIDES F NGE SUPPORT TO THE STUD SO LOADS CAN BE APPLIED. TYPICALLY, AT LEAST 50% OF THE AAAL LOAD CAP TY OF THE STUD CAN BE ACHIEVED THSOUiCH Zia USE OF YORJACINTAL•9RIDGING A7 A MAXIMIM VERTICAL SPA IN OF 4' -0" O.C. IN A STUD WALL. ADDITIONAL RIWS•OI BRIDGING ARE•REOUIRED '!' FOR OVER CASES. $ - WC MAY BE PROVIDED THROUGH AI:Y OF :HE :11-f�2EE� t1I SISOVi l BELOW. USE I ',I 1 -1/2 x -r16 A11GE RC TYPICAI_t.4 • • • • • • • • • • t ••• • • • 1i � Standard Steeler Inc. • •' punchout at 2' -0" O.C. ` 1.11 1/B" i �" 1/8 / I 810 screws — 1/2" 2 "x2" angle — some 'I ' pan head (4) total gouge as stud Stondord Steeler Inc. �I punchout at 2' -0" O.C. IIII me � 2 1 �� 2" CRC — cold rolled ` ` 1 1 _ • goug ug angle —some f s 1 1 / c as stud •`` � channel of d' - 0" O.C. � vertically 1 1/2" CRC — cold rolle. I ■ ''I J I channel at 4' -0" O.C. 1, punchout at 2' -0" O.C. 1 1/2" CRC — cold rolled 1- vertically f channel at 4' —O" O.C. vertically O TEs ,JIIAT CRC MAY BE PLACED EITHER FLANGE UP OR FLANGE DOWN I T .i SCREW ATTACHED WELD ATTACHED I II 'C'� BRIDGING CHANNEL BRIDGING CHANNEL WELD ATTACHED W/ ANGLE W/ ANGLE BRIDGING CHANNEL ` 1 1 ;'. H.T.S. N.T.S. N.T.S. 1 f ■Il STUD AND JOIST BRACING N.T.S. Iia ; i STUD AND JOIST TABLES ASSUME THAT BOTH FLANGES ARE SUPPORTED BY RIGID MATERIALS TO RESIST FLANGE 1 111' BUCKLING. DURING CONSTRUCTION, AND FOR SPECIFIC APPLICATIONS (FURRED WALLS. CEILINGS, UNSHEATHED 111 1 WALLS, ETC.). LOADS MAY BE APPLIED WITHOUT PROPER BRACING. BRIDGING PROVIDES FLANGE SUPPORT SO THAT LOADS CAN BE APPLIED. WHERE THE TENSION FLANGE IS NOT FULLY BRACED BY RIGID MATERIALS, BRACING LOCATED AT THE SPACINGS SHOWN BELOW WILL PROVIDE STIFFNESS TO THE TENSION FLANGE SO THAT FULL 1,'.1, TABULATED LOADS MAY BE SUPPORTED. COMPRESSION FLANGES MUST BE BRACED BY A RIGID MATERIAL OR BY BRIDGING OR BRACING AS SHOWN AT 24" O.C. COMPRESSION FLANGES NOT FULLY BRACED BY RIGID MATERIALS 114, NEED TO BE EVALUATED ON A CASE BY CASE BASIS BY A QUALIFIED ENGINEER_ 1/2" 5 -12 pan 9 Cont. 20 go. X 2" Sold blocking (shown head screw at ea. strap each side ' I � , f shaded) of end two member (typ.) of members, full I , i boys of run are same. length of run Blocking to be some 1/2" S -12 pan gauge and size os he s ` It members. See Bracing 3' o.ad c crews each of side If Table belle for spacing. to all blkg, ponds E (Additional blocking at �` ' y 30' -0" o.a max along !,. member rue if run i exceeds 30' -0 ") ECENE I 1 --. 000 RECHVpi::=7, .,i ;I 20 go. 2 "x2" angle L' ) t ' PR I1, l 1 II x member depth less �e s 2" d c _ pan UV B I(iliki-DD / head screws ews a CIT 6 o. face F9 0 I 1/8 ' sta i weld ,I, r optio BUOLDINPOWISBOW I n Cont. 20 go. x 2" option p strops each side � 111i l . - of member, full span I , q ' of member run BRACING TABLE • ,HI' JOIST SPAN BRIDGING • 1 UP TO 14' ONE ROW AT MID —SPAN 1d' -20' TWO ROWS AT THIRD POINTS N.T.S. = Not to scale 20' -26' THREE ROWS AT QUARTER POINTS • Calculations may require additional rows of brocing l i PAGE 51 :,4 I''