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Plans (81)
MS73)-01L--0cc5 -3, l '3 2,7z-/ Sto co/1 it-X-, REVISIONS: BY: 40'0" UPPER LEVEL BCI JOIST LAYOUT D# DENOTES BC CALL FILE: 11-164 JOB: MISSION HOMES UPPER-Al .� REFERENCE TAG 11-7/8"1Bele 5000-1.7 DF START FRAMING HERE Pr SILVERWOOD B $1? t L1 mission HOMES 11W iq 7r CD �� 25 /1 • q 8 4.if f_ 3(2 UPPER ! L CP Framing Schedule-Nominalized 23= a q s�6 # V 25 11-7/8"90 SERIES BCI'S @ 16"OC Tag Qty Product Length Tag Qty Product Length 'I t pg � # ;.f I 1 4 11-7/8"BCI®90-2.0 DF 23'0" 14 1 3-1/2"x 11-7/8"BOISE GLULAM®24F-V4/DF 13'0" .. 03 Do not crr.,otcbordrilgarge,and de�etcmga�gesaid»ed. 23= '23= 2 11 11-7/8"BCI®90-2.0 DF 22'0" 15 1 3-1/2"x 11-7/8"BOISE GLULAM®24F-V4/DF 11'0" (v' �1- . 2 -�3-� 111 pi! 3 14 11-7/8"BCI®5000-1.7 DF 39'0" 16 2 3-1/2"x 11-7/8"BOISE GLULAM®24F-V4/DF 7'0" VI I ,w ♦ 23= 4 9 11-7/8"BCI®5000-1.7 DF 29'0" 17 1 5-1/8"x 10-1/2"BOISE GLUCAN®24F-V4/DF 11'0" mows 5 2 11-7/8"BCI®5000-1.7 DF 21'0" 18 1 5-1/8"x 13-1/2"BOISE GLULAM®24F-V4/DF 20'0" O OD 23= 6 1 11-7/8"BCI®5000-1.7 DF 16'0" 19 1 5-1/8"x 16-1/2"BOISE GLULAM®24F-V4/DF 20'0" q _ 7 6 11-7/8"BCI®5000-1.7 DF 13'0" 20 1 3-1/8"x 10-1/2"BOISE GLULAM®24F-V8/DF 13'0" 25 23= 23 8 10 11-7/8"BCI®5000-1.7 DF 9'0" 21 1 5-1/8"x 10-1/2"BOISE GLULAM®24F-V8/DF 15'0" 5(2) a ca-=x _1. ._! �.f 9 7 11-7/8"BCI®5000-1.7 DF 7'0" 22 1 BEAM PER PLAN 4x_ 10'0" l-�-�J -I 10 6 11-7/8"BCI®5000-1.7 DF 3'0" 23 BLK 11-7/8"BCI®5000-1.7 DF 97'0" $PI E 23= o_ �Dcgo 0 0 11 2 1-1/2"x 11-7/8"VERSA-LAM®2.0 2800 DF 6'0" 24 BLK 1-1/2"x 1,-7/8"VERSA-LAM®2.0 2800 DF 25'0" $ � rn at 14 12 1 1-1/2"x 11-7/8"VERSA-LAM®2.0 2800 DF 3'0" 25 TL 1"x 11-7/8"BC RIM BOARDTM OSB 144'0" Iet N :�t at-at = - _ F1 r-1 23 -7� - A • _ _ = _ = 13 1 1-3/4"x 11-7/8"VERSA-LAM®2.0 2800 DF 29'0" w 13 23 . 10=/ 3 N C_ .43 C UPPER E d TA E c Accessory Schedule w rn • r -H1 u J I J r I li USE TOP FLANGE z d. E s W X- L. r 1 r 1 L II ll HANGERS @ ALL d v - " X10 Bel TO BCI CONNECTIONS. Point �X Tag Qty Manufacturer Product Description a w a H� .23- ¢tv d y 15 1 ult .,t .1 1 H4 DURASTRANDFLOORING H1 1 Simpson Strong-Tie,Inc. HHUS410 DOUBLE SHEAR JOIST HANGER 25/CTN Y L o a a, r 1ririt41riil',: =r t to- . = = -1ST.r,,,_.,. 2.2.3.5.=1 r',1 O •QQU0 H9 . aZ3=�= iF -�. =c 17 =F= Ft - H Cl L fa-N.� �� 8 L. L J H2 1 Simpson Strong-Tie,Inc. HUCQ5.25/9-SDS HUCQ5.25/9-SDS2.5 CONC FLG HGR a_„ o 9.1 . 4III ..-7--..- 20 8 LIFETIME H3 6 Simpson Strong-Tie,Inc. ITS2.06/11.88 SGL I-JST TF SNAP SEAT HNGR w c c Z 03 v m LIMITED H4 29 Simpson Strong-Tie,Inc. IUS2.06/11.88 SINGLE FACE MOUNT HANGER 25/CTN 2a' 3' m y yirARRAN o- E m v 0 •73- j„ TMS rnD�s�= - ��� H5 3 Simpson Strong-Tie,Inc. LUS210 LIGHT DBL SHEAR JOIST HANGER 50/CTN o •w c SIMPSON Hq II� 18O-DAY NO SAND a .y 11 ® ,H Jt Jit r. 1Jl 1C-DI. Jt. J1 1 I -) rn =v M al la) Stroh Tie o l-J 2 w =g CONNECTORS - 22 r'' oma, Load Schedule Z a a m Imlaillay ,3:3E1a18•aBnE: „ Tag Type Live Dead Snow Wind Roof Live Description t + 3-1/8"X 10-1/2"&5-1/8"X 10-1/2 P • l • ARCHITECTURAL 24F V8 GLULAMS 100% 90% 115% 133% 125% y c 10'0" 15'-1/2" 14'11-1/2" ARE SPECIAL ORDER. W 7-2 c W COO m° m Q ' +L1 Unf.Area 40 psf 10 psf Floor Load _ 0„ L2 Unf.Area 17 psf 25 psf Roof Load a 1= J O U CONTRACTOR NOTES: 5 c07 o w w 3 v m rn *PLEASE VERIFY ALL DIMENSIONS ¢ rnsee Boise Iltera ure for Boise Joist Blocking *ALL FOOTINGS PER DESIGNER'S PLAN UNLESS NOTED o o- O ertical bad capacity. See Boise literature for a m f F07-A vertical load capacity. Centered at cut. m OTHERWISE(SEE LAYOUT). t ', f•f \ *ALL BEAMS ARE PER THE DESIGNER'S PLAN UNO. 1. ,�� f *USE CAUTION WHEN CUTTING FOR PLUMBING e im- 1111)11 ° , *PROVIDE PROPER SUPPORT AT ALL SHEARWALLS. BC FRAMER®3.0 �/II II Al'' '' *ALL ROOF LOADS ASSUMED TO BEAR ON EXTERIOR WALLS IIS ` ONLY. SCALE: 1/8".1'-0" at�noe \� II , `1 �'I PLEASE NOTE P.T.MATERIAL CAN CAUSE HANGERS TO CORRODE W �t� • / " ��` Z-MAX,HOT GALVANIZED,OR STAINLESS STEEL HANGERS 1 ��� DATE: 2I22I2011 � ' A ��/I REQUIRED FOR USE WITH MANY TREATED PRODUCTS. �I • 41>' \/ ` * PLEASE SEE MANUFACTURER'S RECOMMENDATIONS. oist Jois BY: BH \ II ✓ 'I Minimum 3-1/2"bearing width RECOMMENDED DECKING: I) Nail Boise Rimboa d 16"0.C.-3/4"DECKING MIN. ` `y ` FILE: 11-164 GR.bcf to BCI®joist with ed Solid block all posts from Field Cut Boise Joist top flange and web atter installation. 24"O.C.7/8"DECKING MIN. 3-max a"max .nail'to h flange. above t ring bel W. C nt ut o er b rt g B,`-I st can e o t to to avoi d bing. DWG: 7i7,1 Rim Joisf Fierp 1 Rim Joist Para U .st Load ransfer J of a lnterm. Bearing 32"Q.Ci.,-,/a"DECKING MIN U f'se . ofsi wi �i" °ra hics N.T.S. N.T.S. © 4 *PLEASE VERIFY ALL CONDITIONS. p N.T.S. N.T.S. © N.T.S. SHEET: 1/1