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19018 59th Dr NE_3441_2026
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Castle prior to covering and as builts provided to the City of Arlington prior to occupancy. 3) a 10 x 10 x 4" slab must be provided if you plan to have the building serviced with a garbage dumpster. This should be coordinated with Utilities Supt. Castle. BUILDING PERMIT#✓�� ALLOWS FOR _/- UNITS THE ADDITION OF SUBSEQUENT UNITS SHALL BE SUBJECT TO UTILITY CONNECTION FEES PRIOR TO THE TIME OF OCCUPANCY. r�. f �� , I y ��� 1 I i I F . 1 0"COLATION TESTS DFIAMFIELD DESIGNS SHORT PLATS SOIL FEASIOILITIES BROWN'S DESIGN PH: (206) 653-5669 December 8, 1586 S:;il Feasibility Report for storm drainage runoff on Hanger Property, 'LoL t 21Dr, Arlington Airport Industrial Park On November 26, 1986 a site visit was made to the above mentioned property to establish the suitability for an underground storm drainage system. The property is quite flat with no indication of any off-site runoff adding to the flow. The soil is an Everett series with the following average soil log : 0-10'' dark brown gravelly sandy loam , 1011-29" reddish-brown gravelly loamy sand 29"-48" gravelly coarse sand The percolation average rate taken at a depth of 36" was faster than 3 M/I . An exact rate was not obtainable as the water infiltrated the soil at a rate which was difficult to measure. The soil is about the same as the area around it which has existing drain- tields and storm drainage systems. The soil is acceptabie for both a drain- field and storm drainage system. The s 4orm drainage system is designed by others. Ray . Brown BROWN' S DESIGN License #17625 12810 39th Ave. N.E. • Marysville, WA 98270 PERMIT TO INSTALL AN ON-SITE SEWAGE DISPOSAL SYSTEM Division of Environmental Health — Snohomish Health District County Administration Building, Courthouse, Everett, Washington Acct. No. /,a 13/62�' ` -V — 62 ` C9C�O J� Permit No. / 7 3 k La y Septic Tank 149-!9-0 gals. C� y���a ��-d4-4;82 � Disp. Field .4ZY0 sq. ft 7 9 Trench: epth �L Width" Date ' — g_—C�'�2 071 S-7 PERMIT EXPIRES ONE YEAR FROM DATE OF ISSU X-7 Sanitation Office — 259-9473 DO NOT COVER SYSTEM BEFORE FINALLY APPROVED BY SANITARIAN SNOHOMISH HEALTH DISTRICT ACCT. NO. 75 .3/O.5 — y— O/, " 000 9 Sanitation Office — 259-9473 PERMIT NO / 7 3 S- —'&-6p DATE /67-/9 ON-SITE SEWAGE DISPOSAL INSPECTION CARD Post This Card Over Stubout Short Plat/LTS No. Lot o2/ — A NAME ADDRESS ` I hereby certify this system was installed under my supervision and control and complies with all provisions of Snohomish Health District Sewage Waste Disposal Regulations. Signature of Installer Date Approved Disapproved Date By Remarks Engineer or Designer Date DO NOT COVER BEFORE HEALTH DISTRICT APPROVAL Final Approval Disapproved Date By Remarks Sanitarian Date H D-20 32481 .i.' . , { e 41 8;NOHOMISH HEALTH DISTRICT • Environmental Health Division IM � Courthouse, Everett, WA 98201 • Phone: 259-9473 APPLICATION FOR AN ONSITE SEWAGE DISPOSAL PERMIT (PROPERTY TAX ACCOUNT NUMBER) !! (Submit 3 Copies) Applicant 1~� d PP VI ��� _ l f'x)IJj' Phone Address I c ( ,:)t? '7-2 WC: A F---l- 8 2-z-3 For installation at t r-7 Sec. Twp. Rg. Legal desc. Short Plat/5 Ac. Seg. No. Lot Plat ►•-(AS L a t ��- ee �Blk. Type of Building: New _V Existing SFR Duplex No. Bdrms. Other C._uA.11 & .C_1I11.. 'I �/�7d��( --• Water Supply: Public �< Name L_.1 I�-r 01 AL L I V7 101 Ltr. of Availability Private _ Source_ _ __- Protective Covenants Attach a detail drawing to scale of the onsite system indicating: soil log holes, drainfield lines, 100% reserve area, contours, elevations, bodies of water, property lines, house location, banks, excavations, easements, north, and any well within 100 feet. SOIL LOG 1. r 10 bA<<._.tr-_ (' ) 67 (c' !a ) -1 L `� �'1 h�) `1 Le)i1 h ' C.rnr`1 Af _ 1 SOIL LOG 2. � .� SOIL LOG 3. f)Evc i G, CAVicez IL ` /1-f � •r• .-:• t i f f-?61 UcL l y :S/r•1/V`4 SOIL LOG 4. SCS CLASSIFICATION r _ _] ��:11.r•;'fJ SOIL TYPE '7 APPLICATION RATE It 7- gal/sq. ft./day DEPTH TO HIGHEST SEASONAL GROUNDWATER > fins. OBSERVED ESTIMATED DATE C, COVER SOIL REQ'D. (depth and amount) --- SEPTIC TANK SIZE 1'0 0(".-,) gallons TRENCH: SQ. FT. Z WIDTH ins. DEPTH ins. Signature of Designer J� C '� _ �_ .-.-•- ....__ .._ . _, . ... .-•Mete^ `?a / y-� / 3C T-- 2 License No. Phone DO NOT WRITE BELOW THIS LINE Permit Denied Date_ / / Sanitarian 1 Well Setback Compliance: Yes No Pending: HaW APPROVED__—Date OSANITARIAN �i`1. L\.* ��--t, ( /`, C > - PERMIT ISSUED: (date) /.•;:�/ %��/ !T(� BY .11��r� PERMIT NO. /r.��� - cS�C` CALLED FOR INSPECTION: (date) BY INSTALLER A copy of the Health District's Appeal Procedure will be furnished upon request. Ho-,a c. ..- 7_3 7 � , 1 fl T—Ax i Quo Al r-A T n) lip 3� 1 0 R � O �Z5Zyl ZS M j R • LIDII �/ r. .• 5O+ 72 750� log SHl eac�y�„ DE51C rJ D.o.T» S �aS�40'?l�� �?� E.c�ti-.,►�G Zox IQ�S�PvIP= 2yoC-PD ;1.Z'Z41ISF=120 l.F (2IIO Sr-) TWL-1! 2, �QT 2 D AcLL.r��TaN �� _— _ ! -1Jar.r cT _IL ACE -t �531os5 NC ,c�21_�w�C-Tati1 AI R-'paR-T �j +�pp 2 Dec_f3 � e r"r:. ,�, a . 1 6, ,} "- LEASE TRACT 21F LEGAL DESCRIPTION That portion of the theast Qu rter of the Southwest Quarter of Section 15, Townsh' 31 North, ange 5 East of the Willamette Mer- idian, described a follows: ommencing at the Southeast corner of said subdivision; thence 4° 00' 06" W, along the East line of said subdivision, a distan e of 1087 .57 feet; thence S 85' 48' - 20" W a distance of 490.43 feet �o the True Point of Beginning; thence continuing S 85' 48' 20" W a distance of 61 .08 feet to a point that is 750.00 feet East �Of the center line of Arlington Airport Runway 15-33, as measured at right angles thereto; thence N 46 11 ' 40" W, parallel with said runway center line a distance of 78.00 feet; thence S 42' 15' 22" E a distance of 99.07 feet a to the True point of Beginning. i I r i i j� 1 46-150 8-27-s34 CML-LS t 1 O L, , I R �` 1 . . SNOHOMISH HEALTH DISTRICT K �' Environmental Health Division (S' (1 I /� A r 01 z —cr Courthouse, Everett, WA 98201 • Phone: 259-9473 `t A'NPLICATION FOR AN ONSITE SEWAGE DISPOSAL PERMIT (PROPERTY TAX ACCOUNT NUMBERI (Submit 3 Copies) 0. Applicant V V 1 r'i{—, ca )(-' Phone -A.4) Address 19 I�.�"Z- S' IL — A For installation at,_, a Sec.,1_5— Twp. '73 1 Rg. -5 Legal desc. ��?� Short Plat/5 Ac. Seg. No. Lot Plat ON LOW, Thrr� Blk _ Lot lype of Building: New Existing SFR Duplex No. Bdrms. Other G M►'kT-LUAL Water Supply: Public Name of-= Af-A- &&- ]VNI Ltr. of Availability Private Source Protective Covenants Attach a detail drawing to scale of the onsite system indicating: soil log holes, drainfield lines, 100% reserve area, contours, elevations, bodies of water, property lines, house location, banks, excavations, easements, north, and any well within 100 feet. SOIL LOG 1. 0 C 2_A AJ Cn �`� C-e, - M �` rv� y nr�f:' C) SOIL LOG 2. �� K �tf -�(c%AC)+ �Y SA-NO -- e SOIL LOG 3. LA M L/ C tR l�1'{� J j �A-- �'3tI /�Q OI'a j 0A V C-- C.�►��-�!t SOIL LOG 4. SCS CLASSIFICATION .�--- SOIL TYPE Z APPLICATION RATE Z- gal/sq. ft/day DEPTH TO HIGHEST SEASONAL GROUNDWATER tins. OBSERVED ESTIMATED DATE COVER SOIL REQ'D. (depth and amount) SEPTIC TANK SIZE gallons TRENCH: SQ. FT. �-- 9' � � WIDTH Z ins. DEPTH Zq•-'f>'j ,.�C'? ins. Signature of Designer License No. / 76, 25 Phone 6 ,5-3 ^'S C, — DO NOT WRITE BELOW THIS LINE4K.,, Permit Denied---------_— Date_ _1 / Sanitarian — Well Setback Compliance: Yes No Pending: (date) AI'Pf?OVEO i\r Date Qcc 0 SANITARIAN _L PEI;hIIT ISSUED (date) �� / /9 /cep BY -74�2 PERMIT N0. ,3�—cST CALLED FOR INSPECTION: (date) / / BY INSTALLER A copy of the Health District's Appeal Procedure will be furnished upon request. , . a I .. - �p / Ir DUtJj 15`. SIBS 0+8 Iwo A"O ID •i q , i A � � #L f' r 411,., • 10�: 5�� C„vw�dz . boo Fh.•L1c. 20 PPE rlN/iX4�tVM FJAJJGEI2 USE�C Z.a K Z!�OGPS) T1.Z=t4l'ISF=Z=r�18LF i / i i i LOT- 210 ,�cz�,r.�ra+� �� �"s-r-"�1�. V��S` A2, AV-L-1►JC-TOtiI A1RpoR-T �cC(' 1531os-�_��I -cir . _ � l 4 .Yi 'y�e: �— 1 .. :� i :o _T m �o D cn o— Z o A co �' um CD (a' V D Z r° m °—' �' m m o M 3 cis M. D m � c �-C rn � cn v m Z eo m C Opi. c vpi T O x d O i .+ co =` O O u d -i � � r. ilp y go p x 3 m wox p G c. pm cn �' D cu n H CD o a d -• Zrox co ccoo m Cn CA c p a a a .+ -O O c m Cc 4�. y Z m c -iw70 cl C C m Z o O C:) N. o03 m m Co d D O n O m Cl) zo m 0m x c cn cn D m - c r^ Cl) a 70 a I � x o d z 0 00 W CD cn r o c 0 0 9 s O O O M = p \ m CD —DI co CD m � o \ CD SH o� CD so N0 ` ` •., a •-� 60C-16-25 25120 1/�'2 60C16C_-5 10 'Jt:`ess R?sultagts for . D! + LL + 112 WILL! - -- ---------_-_------ Me!mher Force_ Member.Stre3se= - Allowable Stre==e-. laity Check Max. Sec. Shear Axial Bending She..=.r Axial Bending Stif. Axial Beading Ce^ o eFs Cm_.h Force Le he, Farce Fa. MaLL:E-flt Stress .0_FE 5 Left RiTH SDa=e Sues, f� Right Axial Ber:dir Stress {kiFi {}ir1 -. L. (k=i) {psi) Usi) U sil (ir,) (nsi) (ksi) U si) Left Ri ht Ratio --------------------------------------------- 1.00 8.15. -1&43 -0.00 5.89 -3.60 0.00 -0.00 26,�5 33,60 32,83 -0.14 4.00 -O,Gi} -G.I4 1.0.4 8.53 -18.45 -2MG 3.53 -2.99 12.64 -10,08 25.24 33.60 32.54 -0.12 0.36 -0.31 -0.43 1.G2 9.90 - -18.40 -55,23 2.58 -2.56 16.54 -13.60 24.28 -33.60 32.24 -0.11 -0.49 -0.42 -0.53 1.03 -9.29 ---18.34 -84.66 2.07 -2.23 17.99 -15.14 -23.35 -v3.s! 31.94 -0.10 0.54 -0,47 --0.57 1.04 7.66 -18.28 -115.33 1.75 -1.97 18.40 -15,85 22.44 33 2,OV 6.21 -19.6 .b0 31.61 -0.09 0.55 -1).50 -0.59 _ - - -II;,3a - 2.01 6.34 -1.9.68 -121.79 3.00 -10.41 -16.71 -119.42 - 3.01 -7.98 -16.52 -109.76 - 4,`O -171-38 -13.86 -10 76 -2 27 -!.`6 16.93 -16.93 26.44 33.60 33.06 -0.06 0.50 -0.51 -0.57 4.v`:- i9,62 -I3,72 -5_,.+-7 _ . -<<-3-6 -1.64 io.44 -16,44 _ _ _ _ - 25.Io 3.6 33,60_ -0.0: 0.4^ -v.ti, -G.S_j 4. 2 -i!.8b -i3.57 -76,77 -2.48 -1.74 15. 3 -15.83 27.08 33.60 33,:60 -O.G6 0.47 -?.47 -0,54 4,03 -I1,!0 -13.42 -61,76 -2,63 -1.86 15.05 -15.05 27.4�1 33.60 i=�.60 -0.07 0.45 -G.45 -G.52 -10 75 -13,27 -47.74 -2.83 -1,.99. 14 03 -14.03= _---- - .-_-_ 27.74 _33.b0- 73:60 - _-0.07 0.42 -0.42- -0.49 - --. 5.'w -11,57 -12.77 -47.74 -3.17 -1.84 14.03 -14.03 27.74 33.60 33.60 -0.07 0.42 -0.42 -0.49 5.01 -3,9S---12.01 -2.78 -2.46 -1.80 0.82 -0.82 27.74 33.60 33.60 -0.07 0.02 -0.02 -0.09' /� T , ,� 510c '6,J9 -i i.L: �t�.❑� --- g _�_-��__ f,A --It T -� -ri -=ITT- `-i.t5-• �.�7=-9:06--9.03 =2�7- 3.���: 33:.., -�.vb -3:2, ��." v..;3 5.07 -3,80 -11.51 53.11 -1.04 71.73 -15.61-- 15:b1 27.74 33.60 33.60 -0.06 -0.46 0.46 -0.51 5.04 -1.20 -11.25 64.05 -0.33- -1.69 -16.82 18.62 27.74 33.60 33.60 -0.06 -0.56 0.56 -0.62 5.05 1.39 -11.00 63.64 _ -4.38 .-1.65 -18.10 -18.70- 2-7.74- 33.60 33.60 -0.06 -0.56 0.56 -0.62 6,00 -0.46 -11.08 63.64 -0.12 -1 7.66 -18.70 18.70 T ;,! 4 2 .74 ,,3._; 33,60 -0.0: -0.56 0.56 -0.62 6.01 2.r4 =11.33----511.97 = 0.58 =1.70-17.62 17:62 -- F.74 33.60 33.60 -0.06 -0.52 0.52 -0.59 6.02 4.73 -11.59 44.95 1.29 -1.74 -13,21 13.21 27.74 33,60 33.6E -4.06 -0.'s 0.39 -0.46 6,;3 7.32-=II:84 I8,59 t,!?0 -1 r.46 - 3.46 - 7 - - - - - - 2,.74 ..�.�0- oa.b0 =0.46-i).S�-G. -0.- -� 23 -s.0a - 9r-=rL.09 _-=19.It -2.11-1-82 5.61 -5.61 2r.74 33:cG u3.6C --0.47-4:T7 -0.17-=0.23 6.05 12.51 -12.35 -68.15 3:42 -1.S5 20.02 -20.02 27.74 33.60 33',60 -0.07 0.60 -0.60 -7.66 7.00 11.27 -13.44 -H-15 3.08 -2.02 20.02 -20.02 27.14 33.60 33.60 -0.07 0.60 -0.60 -0.67 - 7.01 12.02 -13.59 -67,37 2.85 -1.86 20.32 -20.32 27.41 33.60 33.60 -0.07 0.60 -0.60 '0.67 7.02 12,78 -13.73 -93.58 2.67 -1.77 20.54 -20.54 27.08 33.60 33.60 -0.07 0.61 ^.61 -0.68 7.03 13.54 -13.88 -1!6.78 2.53 -1.66 20.70 -20.70 26.76 33.60 33.60 -0.06 0.62 -0.62 -0.68 1.04 14.30 -14.03 -17-4.99 2.42 -1.58 20.83 -20.83 26,44 33.60 33.06 -0.06 0.62 -0.63 -0.69 8.00 10.84 =16.88 -134.73 6.01 _-11.27 =17.07 --144.38- - - 9.0OV -6.43 -20.68- -143.72- - - --- - ._7 9,!� .,�J. -b. -20.7. -.si,46 10.00 -10.13 --19.28 -IN.06 - -1.84 - .08 21.97 -18.83 22.44 33.60 31.61 -0.09 0.65 -0.60 -0.69 10.01 -10.35 -19.39 -103:89 -2.31 -2.36 22.07 -18.57- 23,35 33.60 31,94 -0.10 0.66 -0.58 -0.68 10.02 038 T9 y--=39.9a=a,47-2.71 2 =i7.23 24.28 33,b0 32.24 -0.11 0.62 -0.53 -0.65 10.03 -10:80 : =r9.58 -35.36 - =4.`4a -3.I8 16.55=r3.20 - - -25.2_4-3'a-6b-'a2:54 =0�3 0.49 =0.4i -.53 - I 10.04 -11.03 -19.66 0.00 -7.92 -3.83 -0.00 0.00 26.25 32,44 33.60 -0.15 -0.00 0.00 -0.15 ------------------------------------------------------------------------------------------------------------------_------- t � •� �: _ 1'� 1�. c �I� ' - i I y PACIFIC BUILDING SYSTEMS Manufactured By Truss-T Structures. Inc. 2100 N. Pacific Hwy • Woodburn, OR 97071 503-981-9581 CUSTOMER t,3ES-A-�. 'Pe S TRUSS "T" STRUCTURES, INC. Job No. 56-2Z10(n STRUCTURAL CALCULATIONS 1. Building - Load Data and Material Specifications 2. Building Plan 3. Girt and Purlin Data ��n. 4. Endwall Frame Design and Details 5. Bracing Design y O� 6. Rigid Frame Design and Details rl p� Q 7. Reactions oFFss�ONAI ENS'\, R • if � 1 M ' 1 I I f .� ti 4 ` -4� -b . Building Configuration : = 100.00 ft. Building Le"gth = 60,00 A. :'��Q width ^ Building w = 25.00 ft^ say 5pac^/`g = 60.00 Spas wioih (s) (ft^ ) (ft ) = 0.00 0^00 -' E1911tions ^ = 16,00 ft. . ` . Left Eave Heig" = 0,00/12 Left Column Slope = 1,00/12 Left Rafter SloPe = _1,00/12 Right Rafter SloPe = 0,00/12 . � (| Roht Column Slope = 16,00 M. ��i�h� Rigo� Rave 2 0O psf + Frame Might �ea� Load = . Au'iliarY = = 25'00 psf Auxiliary = Li%e Loa: 1' .47 ps� ~ Auxiliary = Wind Left = ^ =Seismil Zone 3 M�teriaI Speczficacions 42.00 ksi Flan�e plate Yield strenot" = 42O0 ksi ` - 'eb plmte Yie1� Strength = 42''O0 ksi Roljeo ShsPe ^ . Cold-Formed �ieidYi Strength = ��5.00 ksi ` = A325 bolts ' Primary Framing Fasteners = A307 bolts ' Secondary Framing � Secon Fasteners � = A307 bolts . Recommended Anchor Bolts = 40.00 ksi � ded Rei}�forc\ng . � ^ Recommended = 300O ps � Recommended Concrete 7 = BY OTHERS ^ Allowable Soil �sar�ng = By OTHERS � A1IowEtle Lateral Bearing = By OTHERS AIlowatle Sliding Resistance - . . . '.. ' a �* �- t O O O O -0 .0-.09 .0-.OZ .o-,0z .0-,OZ _ ' = r 1 � IIVM ON3 wV39 V 1SOd Z. N ES@ m U�ri U� Q a 3NVad OIORI I O 8 :r 1 9 I � -- v E I o 3 wa \3riv8j OI9I2Jo z O } z a a- a = _ 3 ~ a � mix H c a 6if vi lo a to F �5 N 3NVad OIIDIa � N vy _ v) O I _ a N m N J a V. LJ Z Q O — u) = U I o d a a �) io I fn n n O ZO } IyJ N N a Q > J m N W m IIVM ON3 wV38 �R ISOd w T a 1 .0-,Oz ,0-.OZ .0-.Oz 'V 0 .0-.09 O O O O ul '� w�S I I F ' ` I � _ :T? N �, �., c I 3 0 IO l{ � 05 V N O tV m O <D co V) off. d`'d z z z fn 0 0 - c co _ Z U Q" �' a a J I1 d 3: W V 0\ W of QO J Q_ .-Ai H ' U H_ ® U O d uj b sib a� o� e m U Ld N rp c0 N rf A�A 7i U' N ram- zz Zcn ;W- on J H I..- _.. �- r Od Oa- U a R H ti L W.0_ C o< LL nat � u 7. Ie3e8 W W zz �� J J J w `: .i ` �` C7 C7 n cl v o cl I cccn - N I. Z u U _ Q F I o. a �— Ir d 2 \ J m En QW IW W J J J a W Li 0 Z 0 th z �rt 'i p i 4 = ❑ _ 0 00 N I ¢ m N m Q O D \ 00 J O Z C WW 2 cm 0 C S F W mp U W O W J LLI o J O Q W o N iS WW U W •� W 2 co F Lo N (n CD � M >- V) 0 o � � za CI - Iz6y CD x -LLJ a_ x J U � Z O O O p 0 �--� O _j a� in o m W ggg Y W 2 W U 3w4 � Jm a 6 2 b6� �o c f 10 Q IJI U 3 U a� 3• z zul Z N ^ O a,a a 3 H ai§� m x W W. xK:3� LLJ \ g H W Q d b59 Q O Q I J O U7 =3 o r Ir c I T) c i 3 =�6 U• J or Q_ —— —————————————- o >d ,� -- JN I' w u O ® t� a F I m Q W W® 1 O O i t W z �Q z U� w —� Q° NOC) Q (D N H N H Qom. z z 0x yl I N CL ____ N(9 V I W = .. _________ I O L m z t\ z oXZ O / ♦ O W W V OI OIL a- < \X W V J ± -i m N wwl zB — I W I w 0 O 3AV3 0-,9L us rc a WIND DESIGN CALCULATIONS BASED ON 1962 U.B'C' REQUIREVENTS: U.B.C.-SECTION 2311 (A-H) & TABLES AS REQUIRED INPUT DATA: ' WIND EPEED = 80.00 mph ' EXPOSURE FACTOR = B EAVE- HEIGHT. = 16. 00 it. � OCCUPANCY FACTOR = 1.00 | ' CLOSEa - BUILDING / � - RISID FRAME DYNAMIC WIND FRE2SURE = (CsQsI) = 11.47 psf ~ KE AZZ CALC.S FC3 W= PRESSVE; P=CeQsCqI ~ END WALL DYNAMIC WIND FRE5EURE = (CeCsI) = 11.17 p& SEE HAMD CALC.S FOR WIND FR72SURE; P=CeQsEqI pL'RL:N UPLIFT DYNAMIC WIND PRETSURE =(CeQsI) = 11 .47 psf 2EE HAND CALC'S FOR WIND PRESSURE; P=Ce3sCqI GIRT DESTBN AT� �� J-�0-F�� �� �����ZO�E��'P�13�76-�s� ��EGS����/-����� ��-�sf 5�[��OP�--�-�-7 ' 5IRTS-ft. 6216 8Z16 8Z14 802 10Z14 10Z1h LOADING 2RITERIA --------------------------------'-----------------------------------'----------'-- ---------- 20'00 5.73 12'56 15.72 21 .58 29'29 45.73 LEFLECTION. o. 32 10.60 14.23 20' 14 20. 14 30.37 BENDING, 25. 00 2. 90 2. 90 6. 43 8.05 11.05 15.00 20. 05 DEFLECTION. 4.37 6,79 9. 11 12.89 12.89 19.4f BENDING. -- -------------------'allowable berding berding stress increased 33 1/3% for wind loai;allowatIe deflectiSn = 1 /100 ' ^ , �� r 1 I :� COLD-FORN,FD STEE1• STRUCTURAL tit--bFRS PROPERTIES Z - SECTION WITH STIFFENEED FLANGES ti ccc. t R Are• WE. lx Sxeff rz ly Sy R7 �. (in. in. in.2 lb./ftl in.4 in.3 (in.4) (in.3Z 6Z16 .060 .094 0.705 2.46 4.01 1-28 2.39 .95 0.384 1.16 BZ16 .060 .094 0.885 3.08 8.79 1-99 3.15 L 55 0.522 - 1-32 SZ14 .075 .094 1-120 3.89 11.00 2.67 3-15 2-03 0-685 1-35 8z12 .105 .188 1,550 5.40 15-10 3-78 3.12 2.83 0.959 1.35 Oz14 .075 .094 1.340 4.67 20.50 3-78 3-91 3.07 0-888 1.51 1Oz12 .105 -188 1-890 6.57 78.50 5.70 3.89 4.54 1.320 1.55 Yield Point - 55000 PSI SPAN CONTINUOUS PURLINS WITH 1 FT. ENG E:AY SETE:ACI' MAXIMUM PURLIN SPACING (FT.) SPAN LAP PURLIN SIZE ` (FT.) (IN.) 6716 8716 BZ19 8Z12 - 1OZ19 10712 16.00 21.00 18C.12 203.20 339.11 576.96 313.62 795.30 16.00 32.CO 201.15 221.19 381.91 612.46 370.00 B36.97 17.00 21.00 1;57.31 181.86 299.65 500.99 311.10 657.99 17.00 32.00 177.73 201.16 332.19 537.17 310.12 731.19 18.00 21.00 137.72 162.13 Z61.99. 111.78 280.49 581.58 18.00 32.00 151.71 179.91 293.86 175.A6 301.59 619.75 19.00 21.30 122.71 147.16 236.5D 387,01 254.95 518.7E 19.80 32.00 125.60 162.03 259.47 y25.59 277.99 573.88 20.00 2-4.CC 108.12 132.ES 216.83 399.61 -233.36 966.46 _ 2C.00 32.00 126.57 115.27 222.63 379.78 252.20 510.0 ' 21.00 29.CC 97.3C 126.76 191.02 306.66 212.99 118.72 21.00 32.00 106.90 132.39 207.86 339.75 230.07 959.88 22.00 24.00 87.88 110.11 172.62 . 276.82 191-41 378.29 22.00 32.00 46.01 12D.91 186 49. 392.55 .209.66 913.16 r•';; 23.06 29.0C i01.59 156.28 219.37 179.24 346.66 �._ 23.OG 32.00 11C.14 170.90 279.26 193.20 373.13 �,�'-- 29.00 21.60 92.83 193.31 225.82 165.89 313.92 -'��.�- _ 29.00 32.00 160.29 153.93 214.27 177.97 339.15 �� ''_ . 25.00 29.00 85.25 130.39 205.96 152.49 288.09 r,.00 32.00 91.7E 190.35 223.11 16S.89 310.15 26.00 24.00 78.76 12C.1B 187.79 112.27 265.9C - 26.06 32.0G B9.36 126.87 203.07 152.30 239.68 27.00 29.00 . 111.19 172.22 131.85 243.16 - 27.00 32.OG 118.82 185.62 110.67 262.91 a- 28.00 29.00 102.37 158.55 122.62 226.00 29.00 32.10 109.09 170.52 131.79 240.80 29.00 29.00 95.36 196.11 111.91 210.98 29.00 32.0C 101.26 156.8o 122.55 223.61 20.00 24.CC 88.35 135.68 107.06 175.00 3C.00 32-00 91.3E 199.99 111.36 206.61 31.00 29.00 82.08 126.06 100.15 181.18 31.06 32.EC 67.16 139.22 107.01 193.05 _2.0C 29.CC - 117.9= 91.19 168.77 32.00 52.L•[ 124.53 160.15 179.91 max Purlln Spacing Per Chart SPACING 1 YSF Total Load (LL + DL) l I ti.p..ql.=4.'��',m .T�..p.:' .:.j:.s h.,�"�.�.x..��1k..�.e..j:.•�;ij�. - T S t ructures Inc . �K t; .. N. Pa.cifir Hzgl-fw_y ;ur y Oremori 57071 _. Ziu _ .f•, , hZ 5" Aa js = "Ycl es D to ,.. 0 id4. + = i9000 k5; _k.= a�SiJrl Z 0.051OAaL.=i f�4Y'. •;•i:y, '���i`s`?� h�•xti `s t�lf` f^ f� )6� �� 1 ��i 1 I I I •� _ 1 I 1 I 6�E�6CE� 6 E16CSD 2 " ^ ' , Loa Case no. Load Joiot no. \ : -0.02 kips Vertical Load Joint no. 1 : -V.O> k-ft Moment Luad Sec. no. 2 : -0.02 klf to -0.6,2 klf at 90.00 deg. Load -O.02 kR to -V.02 klf at 90.00 de§. . Load Sec. no. 5 : -0.02 k8 to -0.02 klf at 90.08 deg. Load Sec. no. 7 x -0.02 klf to -0.02 klf at 90.00 deg. bed Joict no. 8 : -V.O2 kips Vertical ^ Load Jui�t oo. O : 0.01 k-ft yb mt ^ ` b d Cae oo. 2 LIVE LOA3 ' . | Loa a no. 1 -0.21 K'I p s '42 tic^d ' ba ui o. 1 � 7 k-ft ��ent �ca� Sec. no, -;.31klf at 9V.00 �wa M� � � -0.31 klf to -O.31 kif at 90.00 d��. Loac E�c. �a. 5 � -O.3l klf to -0.31 �lf at 9O.O0 de�. bed Se:. no. 7 to -0.31 klf at 90.00 de�. Loa� Joizt no. 8 � -0.21 kips ��tical O.07 k-ft Lua C a s nn. 3 D � PRESSBRE-~^ ��� �-� Loo d S a!--. nu. l-/ o.11 klf to O.|iklf at 0.00 deg. Load 112 e c. no. 3 0.18-P]fto 0.18 0f-a[ 0.00 deg. ' Loa Sec. no. 6 0.18 klf to 0.18 klf at 0.00 deg. ' Load S a no. 8 Ai.11 klf to O.Uklf at 0.O0 deg. Load WJX0 LG�D � S03lSN Load Ear. no. 1 -0.07 klf to -0.07 klf at 0.00 deg. ' ' Load Sec. no. 3 -0.11 klf to -O.0 klf at 0.00 deg. ' Load Sec. no. 6 -0.\1 k}f to -O.0 kl{ at V.00 deg. Lo a d Se-L. no. 8 -0.07 klf to -0.07 klf at 0.00 deg. Load Combinations : Load Combination no. 1 : DL+ LL + Luad Case no. 1 % 1.00 + Load Case no. 2 X 1.00 Load 1/2LL+ IV I � + Load Case no. \ X 1.00 ' + lbad Case no. 2 X V,50 Load Combination no. J.: UL + 1/2 LL + WLS I + Load Case no. 1 X 1.00 + Load Case no. 2 X 0.50 + Load Case no. 4 X 1.00 . f ,Qi I ��� � ICI • 7 I I I I 1 DIta : } ------------------------�~- -Ter�inal- ---------1--Se.----Left Fig. Right------------------------------------------------------ Initial Fig. Web Sec. berth Bracing - : End ------.---- , a End ----- It. it. Ceur. E it. it. Caer. E Lth. Thick Width Thick width Thick Ini. Try, Left Right E ne, type her. ver. C ne, tyrp_ har, ver, C (it) (in) (in) (in) tin) (in) end . end o.c. hvr (ft) (ft) hvr fftl (ft) (in) tin) (it) HU t ------------------------------------------------------------------------------------ ---------------------------------- }.. i 011 0.67 14.73 p 2 001 0.67 0.00 F 14.73 0.20530, 3.94 0.2050 3.94 0.1700 7.89 7.69 7.50 7.50 1 011 0.67 14.73 F 3 011 20.00 16,34 F 19.40 0,2050 3.94 0.2050 3.94 0.1700 7.87 7.89 5.00 5.00 3 O11 20.00 16.34 P 4 001 20.00 0.00 F 16.34 9.2050 3.94 0.2050 3.94 0.1700 7.89 7.83 7.50 7.50 3 011 20.00 16.34 F 5 ill 30.00 17.17 F 10.0.3 0.205G 7.94 0.2050 3.94 0.1700 7.69 7.89 5.00 5.00 5 I11 30.00 17.17 F 6 011 40.00 16.34 F 10.03 0.2050 31.94 0.2050 3.94 r 1700 7.89 7.89 5.00 6 011 40.00 16.74 ° 7 00! _ 0-=01 0.i'f 1 'i n �nr+s - 94 0.27`' 3.94 0.1 01 1.89 7.89 ',SC 7.5t 4 l + 6. 4 Ala tJ.;J Ja vi ` ter. r. 4"I -! 7 �� T 9 5.'�� 5,00 6 01I 40.00 16 34 = 8 011 59.33 14.73 F 19.40 0.205'i 3.94 0,2V-.1 94 0.:,00. .39 r,8 F 011 5?.33 ':4.7- P -9. 001 59.33 -0.00 F 14.73 -0.2050--3.94 0-.2050- _7.94 -0.1700 7.89 7.99 7.5 7.50 - -- -- •�i wf .r Z. l i ,n_( ^-^ �1eni:Fr rer._s - -- wa .. r4 _ uni+,y Ch^ . -... 5e=. 01. A%la1 B2r,'i j Shear xial B2n7i"C Silt, A a B2r;r,i-n "vo'p2;'- Cm Ca, !_� .._ 4G'. 1urC_ Force Yna:+ C L _ S,L:,-_= al. Bi" = 5 - ?+' ! 1 `'= Axla'_ Bei.d;.. - ,r. ) {✓.iu) i4 T, tk3i) {ks.. { _i) ..�. fin,: .:s1 .=i1 __. _ 0.00 -2.95 0.00 0.00 -1.0L 0,00_1 0.00 12.95 L55,2( Rg -O.Oa 0.00 0 ' •00 3, -^ 06 -1 0.00 -0.VC 12.95 5,L.+ 1' ,89 -0.,:8 0.00 0.00 -0.08 L.J_ C -3.0 ,,.00 0,�+,r .0_ i (' r L r n _, I., !ia 00o.10 v,ViJ -Va U_! -1.rJ/ 1).CO 0,00 :L,YJ Ln.L�! i�,B9 --i:(10 0.!!1 „0U '`J.!!u n } /, 1,011 -�.�' -0.« -0.7" -�.11 -0.08 0,._ -0.1L 1 ,1� L5:_r a:.Yv -'lair ^, (J -n,On -'n.01 r i; 0.05 ---'9a7� i .SJ 25.2f;. 2�,ti5 _ _5:20 .r -n0.aa r - JV 0.',-, aL_ nn 3.100 0.00 -7.46 0.00 0.NJ -2.55 t i11i 0.o`� 12,75 ry^ ry0 18.007 _iry ,r MO rl 00 ryn n• (1 r. -'j,iJ r.IJ U r n tiS _ _ -7. i,a1 - r.0v .00 ._,95 L�,Li� 18,89 -,J.LO 0.00 -0.2A, :!L -i1, ! -!V,vi Ua'J'i y,�L !1. .0 1L'Ji! 12,YJ LJ.:i1 1 SS9 i. 0 G0 J.'Ji.J -v.LV %(. -�, nq -r._. L:J _ -IJ,V9 L'1, 1ta�i LS.LU �_,�= -ii. -..r941.. ,.^ nn 2:.y� :+ _ LJ,zJ - .,4 - 4.24 . �._u,,�1. - { .Y , _ i, 15.01 5:5 0,17 cc 22 .r , 20 2J,95 vary r.r� L,�� '1a 1� L4 •!i -�., •e Lv',_. LJ,L!1 ._,fJ 'J•VV rl,nc si - any �, n fir: 0 r, r nr: _ rn .ry1:, . ,Ui: V,0 -1,�a r.Vv !/._ isJ, -J.r+"! 0.00 -2. 0.00 -O.0G 12,95 t,20 18.89 -0,20 0 00 -i0.UO -0J.2LO •Ja iJ.�J+! -{/.+J`J _ ,vU JiL, ,y.. ��,hi4 ♦ gin V. v .a . .l+J -Y,U.. 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ILU Y i _i Rl17 L_aLil �i ix {ln1 {ln:' lrad, M)': i,iiF) fti 1 0.r!_r' A.C.-I © , 1!Je u.0v 0.0 ^" 2 0.00ntO 0.0000 0.0000 0.00 -3.1r 0.00 - a O.O:JuO -0.0i7/ - .0(iJ, .OV 0.00 0.00 4 0.u,!!J0 0-,0;;0 0F _ ,VN^ -7.5' 0.00 C -C.r000 -O.EK= r.0000 b - 0.0000 - -0,0177 - - 0.0036 MO +0.00 0.00 7 0.0000 O.HOO 0.0000 0.00 -7.52 0.00 8 0.0000 -0.7 61 -0.01106 0.00 0.00 0.00 9 0.0000 0,000'0 0.0000 0.00 -3.10 0.00 �I� �I� I I �i� 1 I .. 1 -------------------------- -----V ltax. t. � • , + li� LL + 'd --------------------------- F _ !�Rity shet.. +; 7, --------- lh;c 5rF::e= + COT!, iita, ------ Rlte'r- ------ -- ar e5 1 �1M +reEs ----- Vie;;__. r L.� a, Be j 5� Crr;:5 , �,�1 Axial L aj:: 5e_I�11'� en-di~n } L Axi 1°,eF` - 1ear Auiai 8 y e 5tre Lef Rig'I Left R. Ratio ,- :i=1 aeln S, s Rintit 5ga'- l °i) ---- ,�.. . - - :- 5trea= ^+=e,� Lef: �' in 1 (ksi) tksi) k _�-------------- - ,.}.�•;�'; t I ----------------------- .Qr .q.: -:e _fLl fiat) tEO t r 0 J i tk --------- --- ^-.19 -'J'J' 23 t tap tI< ) ------------------- 17.�1 33.hQ �u -- --- --------- 0 J_i,,, q,::J! 17.27 33.6q �5,}q -4• = , ---_ ,66 -0.5� G �� - S4 -1. 7 q,i)0 4 25.19 O.Q:; 0.Q!J q G.' 0.00 -q.`9 4.94 -4, n 17,27 33.60 _n 0.00 -0.00 -0.00 q q,q-, 1 31 94 00 Q -O.hh -q.61 !)• `J 24.:g ].6J -0 7 0.25 ).0 04 O,C:6 -q.q 31.94 33.6C q.:)q 5 -u.gLL 4 -L.16 -J.. :{ 33.6o ,1 Q Qq 13,77 -q.3-- Jg q.36 ��. q.q6 11._': 00 0.00 -q.47 !1,?r .Q! ♦.,- . 25.1y -°,,.J7 !•�• �� .20 }, 17.27 -0 09 0..0 .19 17.27.5C 4. • 3 3, -aq..C3' --Q!J.. 31.94 -q.0G q g q,Ok� 4.c5 33.60 .02 ^- ' 91 n -7.q - S -0.65 -, cu •qJ -,,,.J -n.=7 _),:_;L u."5- _ Z 61, ;1,1i `� _^,rl n,ql -v,q7 -q.35 -q.41 "G•'- 33.6r: -q, n 1^ ,laC1 ..41 !'•w� '• ,:� y.33 �•" 3T 6i) ?1,94 :J.G J - -� _i�,y.0 �-SY•. '� 'i) -'J,.U: ' 7 [�` G.6`: -U•.�,.: gin, 33.�E =i•14 _ rt r rj ��tl I) '.l -q•+i !J.C1 U �11.L.: J.1•C4 �J.i� `i.G V•U y7 ��_��•�-'-.��, -� .� 7 1i7 i,-2 C,q, 11.23 n r, 17.27 1 �' -q.q- �J,t' 'J.39 -7. 1 1. - ,4 v }7.it 1 0.00 -,,.'his i,�?N ••� l.�,_ -�•,� 1? p,,;;, -1.4J ,., O.iw 17.2j .94 -O.qO q.33 -0,3- - -J, 4 ': -1.4g v.:;;, - 24.1E 33,6Q 31 r< - .27 0.^J -I�,.7 -t,5r •!�h24.i5 }.94 33.60 -O,q- tl 0 r _,J ,g -7.q7 -' ' `1 5 g.54 .6q 'i.94 .qq -g. 33 .60 -Ji). 0v..06 , 7.,.7 3TJ•6'.J rLr_,19 7 J.2 -1q. ., •n: ;. .04 v' 13 --)q,•2q3 F.'1iqq ,..- 1' -, �, ^.�C, ,J• -�'•' 0 , J.J4.94 - ------------ ." --- T. ----- ---------------- ---- - ------ ------ --- -_--T -_--- -- v- t hea_ :ORS -__-_- � '.,. .. _-- •__- ------me ; -------- --- Re; Gil. --------------- Rctat101',ai 1�150}dCe _r,1 y0,i20,r 'JerLiCai �• Rotational 1 R tk s ri Vcr�1Ca1 tK:n ik1 C:' �: ^,. firl trod ----------------- r; ---- cam. ?r, tl ------------------------- -- q 0.00 O.iq L' ----- 0. --1 C,It000 _0.0036 Q.l'_?� -..7 r q.OGgO 0.00 0.0000 _0,0020 `r 0.00 F 0,UJ"; ,o _ 4 -4.G323 5 -v.gll0q , � 1,5i1 0.!Jq 1 0.00 {ti. 6 G,J!,i);) -q.gU9L+ 1.a1J -4.26 0.00i q.ggJo r 0.00 0.00 . 7 0.0Ogv -O.G053 0.a4 0.00- - -- - - g 0.QOgO -0.0036 G.B4 -1.77- O000Q , 00 O.g02h -9----p- �-�-_��_ ---------------------------------- --- -. !P � r I 'I I 1 1 ,� l 60E.='S:. D' + 1/% + ii_.. Me_!'L=er For[F= Member Stresses A110 =''I? Streaszs Unl}'j Lhe[k Mdr;. 5e_. ahear Axial �e-rirg Shear Axial Bending 9tif. Axial bend ing LaMo.o11Pri Ce fn'_ r�P __ c n t 1 Cr-Psv Uess pG ghat ,'�•4„1=[C -r-_, i c rht c u:t. C!, 1d:. rar[� r�. [e .u2enI .,�r 5�. L_•t Riy.. �,,. 5=_. e=' �-_ft Rix, A;;ia1 1! '�� (kip, ikipl ( -ft? (ksi? (ksi) (ksi, (ksi? (i^.? (ksD (;;si, (ksi? _e=1 :e i l 1G ---------------------------------------------------------------------_•-_-------------_------------------------------------ 1.00 -G.J.) -1.62 0.00 -0.4L -0.56 0.00 0.00 17.27 33,60 25.19 -0.03 0.00 0.00 -0.03 1.01 O.GO -1.70 1.94 Oa An -0.59 -3.09 3.09 11.27 25,19 33.60 -0.0, -G.i2 0.09 -G.i6 5 O .42 -0 0, 0 ) 17.27 33.60 25.19 -0.04 0,00 0.00 -0.04 0. _ -i.77 O.�.O G ,61 00 ,Gt + 2.CC,v -..4n -, 1 -n r9 -� 1.� ^ I� -n 7T 7 f t ! u.1_ �4 -v.. 0.06 ,.06 24.18 77-.60 31,74 -0.00 0.00 -8.00 -0.00 7,=`' 0.36 �).V 5.1S 0.28 -0.01 -2.54 8.54 33.60 31.94 33,60 0.06 -0a27 0,s5 -s.27 2a0= 2. 0 0.15 -7,47 1.71 0.06 41,2.3 -11.2-'- 33.60 7 .60 ,1.94 0.00 0,33 -Ca,S --A.'S ,..v -0.9 -4.10 0.00 -0.74 -1.42 0.0: 0.00 17.21 13,60 25.19 -0.05 0.00 0,00 -0.05 .Di 0.0^ .n3 G.)O =1:4 -6.Oc S.Ofi t g t- ^� 1,lY -0 ` v 17.27 25 ];..,G -�J. u L ._J 0= 0'.94 -4,26 0.00 0.74 -..45 0.0' - -0.00 - 17.T t=_6+) �_,19 -0.CO. �,s)i) O,)i_ _,^� i,.� 4,oil` -i:0') -0.15 -7.01 _1 r2 -0 r5 ",?' -IL_ =� �� r ..� i ,.-00, ,5 -0.75 -=J=07 ..-_i.41 - _n.:: :':65 -l)a C 2Y,�2. •3 ❑6!i 71.91 -i),j A! -4J,-J2 -', i2 - 4.__ ').,. :i,!J1 i,`%i' v.US v.1.� 'L�.. 2.'J J3.6, ,1.94 J,.60 0.v{I -..`�7 n n- _.�`^7 5,^. iG -O.Gi ..47 -G. 'S -0.00 -2.3)3 2.33 24.55 7i,94 3.6';' -:.0 Cl -..0 i,il? -n )7 l:sy J, .,i - '7 0.Uc v. -J.K ,? `n n r. G,�L .ii_. r n r 5 ? S_ C 7? -1.4i 0.0 - �,^ - b - {� - ].6G -a ::6J ,1.G� v.0 J -rJ' -r.Ly 1,42 0.5 :1.2a -11.2? u'i 1 ,6 :'_,9L ^v J,' 6,'� -;;,94 -4.En. 0.OG-_-_-0.7•r_- ',4i 0.00 0.00- 17.L1 ,_a61 L`_,s4 - -!3.'= Va•^.G G.0_r -<."? a 6,!is i1,;1i; -=4:i3 - 3,9_ 0.+x '+- 25, f ,3.6 v5 -0:2= {}.15 -0.33 6,02 0.94 -4.26 0.00 0.74 -1.40 0.00 0.00 17.27 33,60 25,19 -0.''9 0.00 O.OG -O.G9 .,. _ - - q 3].60 3i,94 -_.0J 0..7 -0.35 -0.35 7.'J.! -_,�+I -0.1:3 tJ7 -1,/-] -O.G 11,23 -11.2J LF,15 ;' ,, T� ;.0. -0. 6 -0.0_� `.,8 -0.25 -0:01 -S.54 5,c4 24,1 a1,y4 3-.60 -O.GO -0. 0a25 -0.27 7,"!2 1. O." -0.04 1,i6 /O�, +4 ^,06 -i0.06 ,33,:0 33.60 ?1.9= 0."ri q1,"ii -q,10 0.00 8.^', -0.4 -0.56 0.00 0.00 - 1i.27 31.60 iJ.1� -^,U, O.uv 0.0+, -O.uJ . 5,v. 0.00 -1.70 1.9y 0.00 -0.59 -3.09 3.09 17.27 .5.19 33.6`` -O.O1) -0.i2 0.09 -0a16 S.02 0.53 -1.77 0.00 0.42 -0.61 --0.00 - 0.00 17.27 3 .60 2 5.17 -0.4 O;OG !,:)G -0,04 Dis_:idce _-1s and Rea[tic.._ 4or . DL + 1!2 L_ + WLS t ------------------------------------------------------------------------- DispiaceFent Reaction ��C:n', i7Cri zC..Id1 Vertical Rotational HCr r„ ta. Ye. :[d. RL. i1 a�;u3: No. (in! - (in --- (rad) -(kip) (kip; (HU 1 0.0000 -0.0036 0.0055 -0.513 0.00 0.00 2 0.0000 0.0000 -0.0016 -0.53 -1.77 0.00 - 3 0-.0.1 00- -O.O 3q- -0.002V -=0.94 -- 0.00 - 0-.0IV, - - 4 0.-0000 =-0.00=) - -0.003i -0.94 ----4.26-- 0.00 - - - - - i 5 -0.0000 -0.0, 7 0.0000 6 0.0000 =0.00%92 - 0.0020 -0.94 0.00 - 0.00 00Nj 0.60-b 4.OU5 - -0.94 -4.26 0.00 8 0.0000 -0.0036 -0.0055 -0.53 0.00 0.00 9 0.0000 _ 0.0000 -0.0016 -0.53 -1.77 0.00 Report Complete _ - i �s 0°. I I 60E16LLU 1 BA5E PLATE Joint 2 Column Reactions ----Maximum-Vertical-- = 3. 10 1 iP --- Maximum Horizontal = 0. 94 k.ip Maximum Uplift = 0.00 kip - Member plate sizOs -l— Loft flingh- thickness 0.2050 in. is Left flanga-wtdth ---- —----Z-_9,400.Ln.- �.j -Right -th I c Vhvs�s flany Right flange width web -Wiakness a D. 1709 in., Member depth, 7. 8900 :in. 42) Bolt bast plate t --78 -6 -in!.p Late_ Use 2 - . 75 in. diam. A-307 bolts Y 7 gage_W_ZWAh. (4) Volt- base .pi ate Use- : kpj�plate -4 X gages 3. 5 i-k-. y- -giage = 3. 5 in. Note : forces- that are followed by an * are the results of a wind load combination. The allowable stresses for these forces will -be increased by 1/3, .i a I' I 4 � ' 60E16CCD 2 * " . BABE PLATE- : Joint 4 Column Reactions � --� ---Maximum Vent],caI -'7.62 kip Maximum Hprizontal = 1 . 50 kip * Maximum Uplift = 0. 00 kip � . �Memburplats- sizes : Left flange thickness 0.2050 in. ' �� '-ef�� flan��-�width � - = 3.9400 �n� - | � '��� _ / � 0ight flange, thickness == 0.2050 -i/z. 'flange- widt}� � = 3. 9400 in. ' '- Web thickness ' = 0.1700- in.�~�- , Member depth = 7. B900 in .' . (2) Bplt base plate, � . plate Use : 2 - .75 in. diam. A-307 .bolts Y - gaJe K -3. 5 in. . . (4) Bolt b4se- I t paeU � B in. x 6 in. ]x . 25 -ih. lat e- --i]te-Y-4-=- - .75 X - gage = 3' 5 in' : Y - gage o. 3. 5 Note : forces that are followed by an * are the resuIts' of a wind load combination. The allowable stresses for these forces will be increased by 1/3. . ` ------''��-------� � � - | ' ' . . ' � y' r MOMENT CONNECTION ONNECTION - Section 5. 00 yi a L Applied forces 0.iyiy kip #t Maxu= � xtTitltTt_ ntlVlw� tmoment.� n _, i i . i . �/ kip #t maximum pol, - Max i mum shear - Mdmber Plate _sizes - - 1050 in. Left #1-anr�e thickness 5,94i=ac:� in. Left f l ange width _ 0.2050 3 n• flange thickness n-q4 Cc in-------- � 2 Right rlar�aeiuth Right thickness 7. 8900 MPy,,^er depth F'1 at-:: En Conn ti Gt'_ _ bolts O - 75 di��T�• H -n. -F-- in. . Use -. - Left• Flange' Weld 5 1C1- D.F- Ript Flange Weld e1.75 in. x 5 .94 in- Et._;nd.ard' :End Flat, 5 in. r 4.5.:�1 in. PI at" i i n- I of �lel_, �!e1 - - 1975 i n. D. 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