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Plans , Art- Tdt-U(7 - 0(VP/ /( i5-12— (SLv 54( �ti r TRIANGLE SHAPE A INDICATES LEFT END ON LAYOUT AND TRUSS DRAWING ON STAMPED ENGINEERING PAGE � � o4 oO� $toiP2.0 a c mo - -- \ 400000 Q�§• 993`€q�� o Q a� .€ oa.-'g° 15-00-00\ 40110°kkit \ / / 16-00-00 9-00-00 z 4 __a��a3 s a . °a cffi 2 k v» 1O 2ac © 5€- ��ga_ OO � E�2 3/12 co �' • 0vw 1.61o3� e.. a7.Ng�-0Irl o VE-g„ gol Q 2d A A , , m ci8 I:, v o LA $ N\ r 12-C 2-0C 11-05-08 V) N. - --- -- -- - ef Z m O o w oa o ii o m Garage Right 0P N 9u�i d .9-- Vqp'(5) •_ ,404(4 j a X402(61 3 CO L a) \ 1c) Use LUS24 Hangers UNO 03 ' a a) o o ' D 0 0 S o N ' (3) ' 8/12 0) It3 O U) z 4 v z /- J N Q Q W O U) 0 o � O N. 0 a) 19 i a (2 5 o0M O d) L -11► O,.< in CO 0 - lr) m CI_ co HU;28(.04) BO N - 2 O . `^G3; .602 P m 4I O `^C TC LL = 25 a o .�?.� co 0 0 ,-06-00 10-0 -08 2-06-1' ' = 7l. 7 o--/— eel `!.FDI 1� N ce TC DL = 7 ..i, a a 8/12 0 — �.:., _ •�azp: E O BCLL = O o � � y ' , -, -z.r �.- o BC DL = 10 , D01 N\ CO1 7I- 7A241BN2 CANTILEVER �p� tl _ C Total Load = 42 10-00-00 15-00-08 4-11-08 °' 10-00-00 �� .� 4 E Wind Speed = 140 mph ,r--- ,(- ,r .� .N o Exposure = B 40-00-00 i'I a Roof pitch = 6/12 Pr" AmW U LLI y Overhang = 12" DO NOT CUT, DRILL, NOTCH OR MODIFY TRUSS MEMBERS WITHOUT PRIOR APPROVAL FROM PROBUILD TRUSS 0 0 CO a G Revisions: WY: 1 iREQ a ��19.16 PDG ,, pilieBld 40 0" u OCT 9 2017 Start Framing HereClT'( �O„OF�r I GARD _. 16'o.C. VIV� ION Rm1 UPPER LEVEL BCI JOIST LAYOUT BUlLDlNG • FILE: I G-178 I REV I JOB: MISSION HOMES 1a • 3154 B fn as MISSION MEADOWS LOT 8 w N Products Connector Summary _ m PlotID Qty Manuf Product Web Stitt Skew Slope PIotID Net Oty Product Length Plies H1 11 Simpson IUS 2.06/11.88 No - - J1 14 11-7/8"BCI®5000.1.7 DF 29'0" 1 H2 15 Simpson WS 2.06/11.88 No - - J2 9 11-7/8"BCI®5000-1.7 DF 22'0" 1@ . • H3 3 Simpson IUS 2.37/9.5 Yes - - J3 1 11-7/8"BCI®5000-1.7 DF 20 0" 1 H4 3 Simpson LSSU210 No - - J4 1 11-7/8"BCI®5000-1.7 DF 19'0" 1 H5 1 HGUS5.5/10 No _ J5 11 11-7/8"BCI®5000-1.7 DF 18'0" 1 pp J I2 J1 --_ --- ------- J8 7 11-7/8"BCI®5000-1.7 DF 8'0" 1 s E 6"� J1;1 „} ---- --- ._..-_-- — [ J7 4 11-7/8"BCI®5000-1.7DF 3'0" 1 va,g1„ _- Accessories J8 3 11-7/8"BCI®60-2.0 DF 34'0" 1 '! o '— o, - PIotID Net(Hy Product Length Plies J9 1 11-7/8"BCI®60-2.0 DF 32'0" 1 ' LT_ 60 3/4"4X8 OSB Durastrand 1 J10 1 11-7/8"BCI®60-2.0 DF 31'0" 1 to 3k1 BM6_ • J11 1 11-7/8"BCI®60-2.0 DF 30 0" 1 • • la E Rm1 Load Schedule J12 5 11-7/8"BCI®60.2.0 DF 29'0" 1 • re Description __ 100% 90% Ei J13 4 11-7/8"BCI®90.2.0 DF 23'0" 1 • Floor Load 40 10 BM1 3 1-1/2"x 11-7/8"VERSA-LAMS 2.0 2800 DF 13'0" 1 o — BM2 1 1-1/2"x 11-7/8"VERSA-LAMS 2.0 2800 DF 11'0" 1 `iN � i •"' Ali Roof Load 17 25 BM3 2 1-1/2"x 11-7/8"VERSA-LAM®2.0 2800 DF 7'0" 1 Ur a m m m m'', _..r-. �._- �k1 C__--. , I BM4 2 1-1/2"x 11-7/8"VERSA-LAMS 2.0 2800 DF 6'0" 1 Z s N;, - " BM5 1 1-1/2"x 11-7/8"VERSA-LAM®2.0 2800 DF 3'0" 1 o 2 1 c y BM6 1 3-1/2"x 11-7/8"BOISE GLULAM®24F-V4/DF T 0" 1 E`v m LL��re • 8M7 1 5-1/2"x 10.1/2"BOISE GLULAM®24F-V4/DF 11'0" 1 0 ` t0.e we)lLr) m " gni"; =S = . BM8 1 Silt"x 11-718"BOISE GLUCAN®24F-V4/DF 15'0" 1 �aL • ' • 31 = w = lig BM9 1 Si/2"x 11.7/8"BOISE GLULAM®24F-V4/DF 13'0" 1 r 211 Q'r o;=� �BM2L_ =��x�y'� " BM10 1 5-1/2"x 15"BOISE GLUCAN®24F-V4/DF 20'0" 1 Z 5 `mI N TN TCV CV w w w BM11 1 5-1/2"x 16-1/2"BOISE GLUCAN®24F-V4/DF 20'0" 1 W 'o-2 • 1:x'x i x x x •V1B . fn o�„� C__.. ____„___± _____Q7 ____ ____ Rml 8 1-1/8"x11.7/8"BC RIM BOARD PLUS 24'0” 1 W «a5N -ii_-- ---fir---— I, Bk1 1 11-7/8"BCI®5000-1.7 DF 33'0" 1 cc "1° Ia v m H a -� - _ i Bk2 1 11-7/8"BCI®60.2.0 DF 12'0" 1 (A `o`o§ 1— ": 1 1 I 2.1 =- a Rm1 M1` J2 5 L x,x x x�x�x__ x x I LIFETIME iZ re io Mfy I it I �BM81 ` s t DO NOT cut,notch or drill flanges WARawN mq. PNI IN' ' I I H5 paintS1 K -_,..r...... { • N DURASTRAND FLOORING 1-YEAR NO-SAND ; r4@ u Bk13k13k Licalj@IL3ILEnIH___ b _ Rmt [BM10 41. ♦ m 0 1D'Cr' 2'1" �4 W. ` u ti 40'Cr = O� a 3 0 Z CI m CONTRACTOR NOTES: 0 J_ •PLEASE VERIFY ALL DIMENSIONS AND CONDITIONS N •ALL FOOTINGS PER DESIGNER'S PLAN,U.N.O.(SEE LAYOUT) U) m •ALL BEAMS ARE PER THE DESIGNERS PLAN,U.N.O.(SEE LAYOUT) C 0N •PER NEW IRC CODES BLOCKING 15 REQUIRED AT ALL C L�I� INTERMEDIATE BEARING a 'USE CAUTION WHEN CUTTING FOR PLUMBING 1 site Bois*literature for Boise literature for o- •PROVIDE PROPER SUPPORT AT ALL SHEARWALLS :C FRAMER-- vertical bad opacity. vear�tla load '� J- Note.Sheathing shall 11 � • 'I F118 Load eaerts7++r above - not span greater than rating 'ALL ROOF LOADS ASSUMED TO BEAR ON EXTERIOR WALLS f f CD O 1'��^'nfiMM1>�a4 ' ONLY,NO ROOF FRAMING PLAN PROVIDED AT TIME OF LAYOUT VVV,,II ff ' II'1I� �'II •BEAM BY OTHERS INDICATES DIMENSIONAL FRAMING PER -e: =i'-0"II111 • �� ��� ACHITECTURAL PLAN �% II, .� ^�/ •PLEASE NOTE P.T.MATERIAL CAN CAUSE HANGERS TO CORRODE Date:3/1' .15—VICOROREQUAL BARRIERTIREQUIREDWHEREHANGERSWITHil ./ e�4. 2-MAY,HOT DIPPED GALVANIZED,ORSTAINLESSSTEELAREUNAVAILABLE.(1001111:t ...- � '��� � \ js I PLEASE SEE MANUFAGTURER5 RECOMMENDATIONS FOR CORRECT APPLICATION. Pis� � `� ' 40 PI —jr f,p„, Joist •RECOMMENDED DECKING: � `� 16. O.C.3/4'DECKING MIN. ile:18.1781 REV7 \ � `� '' " 24'O.C.-7/8'DECKING MIN./ 0 BClBJolst Blocking . ,-,` �--, 32'O.C. I-I/8'DECKING MIN. aWG:to Ms pot ma ad Solid block all posts from see noise literature ler \� 3•max 3•max nail into each flange. above to bearing below. vertical load capacity. II Boise I-Joist can be onset up to 3"to avoid vertical plumbing. eet:1/1