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Report (111) -- - _ �5 A old UUP�� likl p R 0 Bu lid .._ . . ,.. , 4 . 11 Pf - 4 FirstSource L: I--- --_-._-__-_ StartFraming Here - - - o d UPPER LEVEL DCI JOIST LAYOUT 'a FILE: 1 6-0004 1 9 JOS: WILSHIRE HOMES CO I v Rm 113M91 Rm1 I PLAN 345% co TrC.) H3 Jet ` Summary Products AD •- -- - PlotlO Qty Manuf Product Web SUB Skew Slope FOOD Net QV Product LengthPlies op O" p H3 � Roil-- _- - ,,,_„- _ H1 1 Simpson HU 412 No - - Jt 3 11-7/8"BCI®5000-1.7 DF 34'0" 1 1._s 1e s T7-� _ CO H1H2 1 Simpson HU9 • No - - J2 7 11-7/8"BCI®5000-1.7 DF 27'0" 1 @ 1 113 58 Simpson IUS 2.06/11.88 No - - J3 2 11-7/8"BCI®5000-1.7 DF 26'0" 1 r•� H4 1 Simpson IUS 2.06/9.5 Yes - - J4 6 11-7/8"BCI®5000-1.7 DF 25'0' 1 f H5 1 Simpson LSSU 125 No 45°(L) - 35 1 11-7/8"BCI®5000-1.7 DF 24'0" 1 6 1/2"OF BEARING REQUIRED. I .- o 116 1 Simpson LSSU 125 No 45'(R) - JB 5 11-7/8'BCI®5000.1.7 DF 17'0` 1 USE COLUMN CAP TO ACHIEVE) > ; ' n -a - 40 - t .A --__..,, 117 2 Simpson SUR2.06/9 Yes 45°(R) - J7 1 11-7/8"BCI®5000.1.7 DF 16'0" 1 !y�y E ic i -- --_--- 1112 1 HGU7.00-SDS H=12' No - - J8 1 11-7/8"BCI®5000-1.7 DF 14'0" 1 3 y. f �`� 1113 1 IUS 2.06/11.88(INVERTED) No - - J9 1 11-7/8"BCI®5000-1.7 DF 13'0" 1 "pff e hq55 / Rm \ H14 2 LBV2.06/11.88 No 45°(L) - 310 1 11-7/8'BO®5000-1.7 OF 1Y 0" 1 //// H15 1 LBV2.06/11.88 No 45°(R) - J11 1 11-7/8"BCI®5000-1.7 DF 11'0" 1 Rini J12 1 11-7/8'BCI®5000.1.7 DF 9'0' 1 • • • • • --- J13 2 11.7/8"BCI®5000.1.7 OF 8'O" t Accessories ma_o-Bk2w--.- 3 \ H3- J14 3 11-7/8"BCI®5000-1.7DF V0" 1 �/ I M rl H14 � �� c _ PlotID Net Qty Product - Length Plies J15 13 11-7/6"BCI®5000-1.7 DF 4'0" 1 _.. H3- 1 3/4'x 11-7/8"Cantilever Reinforcement 4'0" 1 m ��/ H13 50 3/4'4X8 OSB Durastrand 1 316 1 11-703'BCI®5000-1.7 DF 3'0' 1 J17 1 11-7/8"BCI®5000-1.7 DF T 1 Bk1 0' 04D 61 II J18 8 11-7/8"BCI®6500.1.8 DF 29'0" 1 _N ac - ------- \ H15 Z 3 e� \ \tr v J19 4 11-7/8"BCI®6500-1.8 DF 27'0' 1 "§ , Js C gi!i'Qqj� HS i = &,1 320 1 11-7/8'BCI®6500-1.8 DF 19'0" 1 g o w Rm1 J21 1 11-7/8"BCI®6500-1.8 OF 17'0' 1 p c 4 m$ \ \\� -u4(- o LLD; );� J22 1 11-7/8'BCI®8500-1.8 DF 16'0• 1 ZO °e / BM1 2 1-3/4'x 11-7/8'VERSA-LAM®2.0 2800 DF 22'Cr 1 i.0 I RI glilg!g BM2 1 1-3/4"x 11-7/8"VERSA-LAM®2.0 2800 DF 9'0• 1 >°cc BM11 �ti I •�. BM3 1 1-3/4"x 11-7/8'VERSA-LAM®2.0 2800 DF 8'0" 1 LU of L----J BM4 2 t-314"x 11-7/8•VERSA-LOM®2.0 2800 DF 7'0" 1 O) g E * n1 W�s. a lY H6 \ „\* BM5 1 1-3/4"x 11-7/8"VERSA-LAM®2.0 2800 OF 5'0• 1 Q' �S� E cc �v _ BM6 1 1-314"x 11-7/6"VERSA-LAM®2.0 2800 DF 3'0' 1 a a g y (r� En b o f Lei H14 I 1;\ BM7 1 1-3/4"x 11-7/8•VERSA-LAW 2.0 2800 OF 1'0" 1 W g LLLS?�� ,�' gO BM8 1 3-1/2"x 11-7/8"BOISE GLULAM®24F-V4/DF 15'0• 1 Q ,Ig T.3 -L---------.-_ ',..., EEm el /i. > MI �----.-------------❑ BM9 1 3-1/2"x11-7/8'BOISEGLUL ®24F-V4IDF 11'0" 1 �ii iE Zo g • BM70 2 3.12'x 11-7/8'BOISE GLULAM®24F-V4IDF 70'0" 1 I i Bk2 I / BM11 1 3-12"z 11-7/8"BOISE GLULAM®24F-V41DF 7'O" 1 r - JL . - ------"2'" BM12 1 3.12'x 11-7/8"BOISE GLULAM®24F-V4IDF 6'0' 1 ,ffI I----IBN151-_. I Rm1 ILI D H12 � BM73 1 5-12"x 15"BOISE GLULAM®24F-V4/DF 16'0" 1 Rm1 g BM14 1 5-12"x 19-12'BOISE GLULAM®24F-V4/DF 22 0" 1 O J3 J I J2 m, 8M15 1 63/4'x 19.12'BOISE GLULAM®24F-V4/DF 20'0" 1 j N re . _ �EE 1 9 1-5/16'x 11-716'VERSA-LAM®1.4 1800 DF 20'0" 1 Lateral restraint per engineer of record ! d Bk1 1 11-7/8'BCI®5000-1.7 DF 23'0' 1 �j J If project Is following prescriptive code path,kterrtal restraint Is Load Schedule required at Intermediate bearings In seismic design categories DescriptionHata m Bk2 1 11-7/8•BCI®5000-7.7 DF 2Y 0• 1 O W t DO,Di and D3 IRC 502.7. If project Is bee will engineered,de lateral restraint at Intermediate __.... _ V Floor Load , III I 'd' a/ 3 Ip .. W M -.. ---_ by engineer of record. _ Rm1 \ 13M (j) -- /j Rm1 Roof Load 17__-® IXZ LL 1 t� `/ 0 a t 1DH;; = G DO NOTee nate at ii �� mcoNTucroRNOTEs: JJd •PLEASE VERILY ALL DIMENSIONS AND CONDITIONS pointSIX_ M LIFETIE counmtrtiD 4` •ALL FOOTINGS PER DESIGNERS PLAN,U.N.O.(SEE LAYOUT) m �/,-;•- •ALL BEAMS ARE PER THE DESIGNERS PLAN,U.N.O.(SEE LAYOUT) re DURASTRANDFLOORING 1-YEAR NO-SAND 'USE CAUTION WHEN CUTTING FOR PLUMBING1 1 0. -� sssmwix.wsear - ---- R F07 i ey wee F06 road bearing ex more Load awing veer Move _ --_ •PROVIDE PROPER SUPPORT AT ALL SHEARWALLS BC FRAMER \_: (stacked ow..r below)` � l (Necked ave•w below) ' F10\ Barker b (12'wide�) F 7ouble BCI•Jotst (DJ-q' N 11 r r y l� -1r _ �:. Inky .._ „\Connection 'ALL ROOF LOADS ASSUMED TO BEAR ON EXTERIOR WALLS •le. 4"=.1'r 1 7. I not span greater than rating ONLY.NO ROOF FRAMING PLAN PROVIDED AT TIME OF LAYOUT ' Joist .. s .ere: T'T 116 � _ ; , �. yq +\\ „� \ - I Berature 'I 'BEAM BY OTHERS INDICATES DIMENSIONAL FRAMING PER \ .(� ..,� T \ -i x .� `.,. ,x�e.k� �\ ( ) ACHITECTURAL PLAN 1 ¢}I ' .--•.;••-,,,, '� ''''''''' "<',>----.,,,._�'-'.:.'---I: �' � r.y ��� 'PLEASE NOTE P.T.MATERIAL CAN CAUSE HANGERS TO CORRODE i..._By: GTN ti 9•`l%i' `� ! � ��. _ Web-Filler -Z' -S -- -�. VIGOR OR EQUAL BARRIER IS REQUIRED WHERE HANGERS Wmi �� ? �:,\ sir , -- (�� V Nailing 12"OC Filler block ., f I T' 1 : Z-MAX,HOT DIPPED GALVANIZED,OR STAINLESS STEEL ARE UNAVAILABLE. , i :1: i rm t9 �, �� ! _ tJua �JUst PLEASE SEE MANUFACTURERS RECOMMENDATIONS FOR CORRECT APPLICATION. BCS Jeal •�.,;�j NW 00 nails Foe Be..Mentor.for _ - • �pqw •� _ u ma Contact Boise Iid tor EP Engineering Is ,I - = Con_ '., „ . .oe a mud opsr.f Backer block requires v.Mte toD app • 'RECOMMENDED DECKING: t -- Locum tmermper Imd exceeds 2501bs. for specific conditions. 3^max 3,�x 16'O.C.-3/4'DECKING MIN. rn CC 0x x < nnnn 00 Q ''� 0) t/) -„ moos - 0r- � r �' _ o1 CD /\ ="' 'vC (no � � � � O o i Cn C CD ii = -. -, 'D ED II II 11 If -' uJ V) r \ co = SCD �. � O �IC�31 —I Z4 N �. II O (4 ' E \\\\ OVIP N CO II N l r �. N -P • CO O 1 Oa O0 3 BOO �� == r__ , 59-00-00 b 6-00-00y o y 21-06-00 l 25-06-00 b bo b 8-00-00 O b f 26-03-00 cg l 15-02-10 k 0 o --,,, -./. - 0- --- '' irr ., , :t. y., .., \ z xp .-. " _, 1 ,y:: . g . ,; a )I) b �b MI6. o /�IF , ;iiIG9 a GI 0 0 U Y/ NIIIII C r .- „- ,zismpzior am- ■t= lilt- ,24m-a pasteINN� � - iN! O ; 0 m o �o �` E go NI �?, _ y y o ' -',1W. A _ 0 ti NA.s '-00J � Y' -1o o Ill mi'. , Z to a I N JAT1 < N! O Z U x i I I "q , 6-00-00 _ 0 JA �, N t //�/�� /per I— O '� C N 15-03-08 13 a Z rn mil c 4-00 r m o = grl mus : #cel' 3 m o m CIO D03 3 ��,w 2 00-00 V) a IIIIIIMIII m= b b � 1m0- 00 i ' N < , p— tiN a o mp k� cm —11 TIQ3-0.,-00 r N o Z 11 D N 2-00-00 ., 41o2(4f1-+ EIC.03(31'-, in A - z o po c b ii Q a � ! mb b a C JB1 , 20 o N N 11-02-10 6-00-00 , ,' Ih ,I' Xi 2-00-00 '311‘k Ois N 10 O . lo G) !: -.r M O n ' Layout - N 51-00-00 - A4-00-00 m N m n 'I 2,i 4-08-12 5-00-00 4 ----- 04 �4-00-00 ©� CD 1 c 59-00-00 O X m X C 5350 SW V 1 07tth Ave THIS ISA TRUSS PLACEMENT DIAGRAM ONLY. 021111 Beaverton OR 97005 Phone: 971-371-5971 ----7 These trusses are designed as individual building SCALE: NTS components to be incorporated into the building design at the specification of the building designer. See the individual design sheets for each truss design identified BUILDER: DATE: Quote #: on the placement drawing. The building designer is responsible for temporary and permanent bracing of the Wilshire Homes 03 - 04 - 2016 B1600707 roof and floor system and for the overall structure. The design of the truss support structure including PROJECT: DRAWN BY: JOB#: headers,beams,walls,and columns is the responsibility 3453 Cokeley Roberto Vasquez of the building designer. For general guidance regarding bracing, consult "Bracing of wood trusses" ADDRESS: available from the Truss Plate Institute,583 D'Onifrio Portland, OR Drive;Madison,WI 53179 II