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Plans Black Diamond Homes, Inc. C P`G • /1I-[, 0 . 15685 SW 116th Avenue Suite 290 lZ'j&c, 5 L AA pt14 5(, Tigard, OR 97224 7`t(lags) cam- q-) 72(-1 StF GL-577714P.4.,i 563 z -cc 30`t 50 3 -c0%Li - of 30 it EPS-n,4Bu«oEA� 1/N l ` c CITY OF TIGARD RECEIVED Approved t [y� Conditionally Approved. [ ] JUN 0 5 2013 See Letter to:Follow [ ] Attached 1 TOP V l B I DINFDNI�N Permit Number: .�°�/3 —©O/ Add - s: — Mkt By: r1 L Date: ■ 1X1 ( Approved plans E) 5711N6 �`i1`°'ney shall be on job site. - ` teF vAa P OFFICE COPY t, 1.�.,,1. OF 647,o,�ncr yo (S 1,oso 1 I t9 2..X1( woo ( \) i'f`i\,;0.\wa,R t s"tiAt' tit ti v1'` " ' UFO - S +sn z I I l �S �, 4 '' frk.,0s1,, w 'Tv\ 3 u 1 asp qi __, - _ft. Ali i 0 �;1� Lt.wsr. 6 o SQ,c, t7q` tku it I.: 1 ,i,_ t I 1 i �� J Black Diamond Homes, Inc. G 04e _ / LA,ca.0 15685 SW 116th Avenue ��� 57 Suite 290 [t (a 5th Tigard, OR 97224 7-1( ow „!� (t-) 2:2)4 ( -rni∎ i 563 zrt -(03c,t-t- XO3 -(094 - 013o N@.W S (DE VIE CO- I ik , 1/4-t"7_ i< � c t� 3 a y�r COI o V4 . Asrl►n alt T Wpl, 21‘ Silent*. Yal: &vioD,�� / Ce►uv►U- f iksv` w ZEN 243 Black Diamond Homes, Inc. Ge * _ A 1,Lsz, Q 15685 SW 116th Avenue Sr. Suite 290 1 Z3 n(p 5/A Tigard, OR 97224 Tt(e.m -c DIL. (fl 2-2.(4 Z Fp Grrnr i 563.7 -(030L 50 3 -(1)9 4 - 013 o TOP vtom) 14%/61"/ VALE+ N& / Rea-{L cry' of Bott,o1A6- 9 I 'Ka& 3 t 4 . 0 \2Xtt watt fast 61,0 a n0_ W*Q\ AR l�` S tv�l -, 4 fi i /I% ugikt Steil-to vl.t , i / I 1 1 11 L . ,.. ,, Li, ,,„,,, w ti.v. 4,.,2.,1 _ jf _.7✓� NP,u16��PwiA ��{ lZf 1 t ----- 443 OV4\1 40 Utmsc L„�,n0� y oC I UPI(' dq,k.,Ot.i`t.f 1°�,� I Li` l it i i \if. ; 1 ti it ti ii 11 1 1 IT 11 0 Ji I l 5'` s ■1` 3`J • , FORTE ' MEMBER REPORT Level, Window Header PASSED 1 piece(s) 4 x 12 Douglas Fir-Larch No. 2 Overall Length: 12' + + o 0 12' 4' U All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results � �?' ,., ..,`�•. tirsrtit ,'.. _ y System:Roof Member Reaction(Ibs) 780 @ 2" 7656(3.50") Passed(10%) -- 1.0 D+ 1.0 S(All Spans) Member Type:Drop Beam Shear(Ibs) 620 @ 1'2 3/4" 5434 Passed(11 0/0) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 2211 @ 6' 7004 Passed(32%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.047 @ 6' 0.583 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.082©6' 0.778 Passed(1/999+) -- 1.0 D+1.0 S(All Spans) ; Member Pitch:0/12 •Deflection criteria:LL(L)240)and TL(L/180). •Bracing(Lu):All compression edges(top and bottom)must be braced at 12'o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead I Snow Total Accessories 1-Stud wall-OF 3.50" 3.50" 1.50" 330 450 780 Blocking • 2-Stud wall-DF 3.50" 3.50" 1.50" 330 450 780 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location Width (0.90) (1.15) Comments • 1.Untform(PSF) 0 to 12' 3' 15.0 25.0 Snow �� Weyerhaeuser Notes fi �,4 ,w SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 5/16/2013 8:43:37 AM Forte v4.0,Design Engine:V5.6.1.203 Lee Narver Parr Lumber Company • (503)638-6512 ieen@parr.com Page 1 of 1 • .. • ..�k \\ ` \ \\ \ .,J.; •y(g "k J � + tr—gr"w RY `I _1 ' , \, \i,.., ,. \ , t f i• 1 •x :,''.. � gym. �.. a - t Fi JjJ`jfJf//l1) • 2 . . ¢ i jfj1 /}). pgg • . _ ,,:,. . ,.:.,c. .., .,,, i ..,,., , : , ff \ . . \ 4 _ • '' /., krt:� $ t 1 �« . ,a • + 'k�'�•a �` gin "Sb� w , Any .,,.., d: Jr•w.r,/-7,y,•-. a �.T Y! ... . .. .- _• • tiv . Y - p .. �•wi.3t1. w..•ware run.. ..- Ee w' • n tr �,y w �d � T f J 3el, ;:a 4 5 P