Plans (51) 5r-2-c)/z- o
l ) rC Jt ' " "1P!1,1 REcEivED REVISIONS: BY:
35'0" � ��� u;'d
UPPER LEVEL BCI JOIST LAYOUT � 12
START 15'4' 9'8' 10'0° FILE: 12-756 JOB: MISSION HOMES - HIGHLAND I T�j�jJJ
FRAMING LO
HERE
J.: • i
All I,I,L -r I I _IIII A ` UPPER CITY OFTIGARI3
Framing Schedule-Nommahzed I )iV
18 Q BUILDING DIVISION as
111112.111-
I�I, .1 L JI1I1I I 18 Tag Qty Product Length Tag Qty Product length V
US
,. 12 1 I 0 I I-7/8'BCI®5000-1.7 OF 38 Co O I 1-3/4'x I I-7/5 VERSA-LAM®2.0 2800 DF 6'a 10
�i�i�I�iw�l�r I���I�ia r 11111111 JI�I�I�I i�I�' 2 5 I I-7/8'BCI®5000-I.7 OF 36'a I I I 3-I/2'x I I-7/8'BOISE GLUTAM®24F-V4/DF I I'a iY
U
3111i 111111111
11101111
3 6 I I-7/8"BCI®5000-I.7 DF 16a 12 I 3-I/2"x I t-7/8'BOISE GLULAM®24F-V4/DF I0a18 ` N
4 9 I I-7/8'BCI®5000.1.7 OF 15 a I3 I 5-/8"x I3-/2'BOISE GLULAM®24F-V4/DF 20 a _
A �0
w
ink r 5 I I I I-7/8'BCI®5000-I.7 OF 14'a 14 I 5-1/8"x 15'BOISE GLUCAN®24F-V4/DF 2a a
I t
,.r 0 2 I I-7/8'BCI®5000-1.7 DF 13'a 15 2 5-1/2'x 1 1-7/8"BOISE GLUCAN®24F-V4/DF 16'a
N
1111JJIon HOMES ITIV 7 7 I I-7/8'BCI®5000.1.7 OF 4'a 16 I BEAM PER PLAN 4x_ 6'a
r�] 111 8 2 I-3/4•x I I-7/8"VERSA-LAM®2.0 2800 DF 15'0" 17 BLK I I-7/8'BCI®5000-1.7 OF 26'a
(::4
• • i •r 1 r 1.5r 1�_ I 1 I '�1 9 2 1-3/4'x I I-7/8"VERSA-LAM®2.0 2800 OF 11'a 18 TL I'x 11-7/5 BC RIM BOARD'"OSB 168'Co $ e 1
11 1 1 I 1 $5.g,ri
18
UPPER t1
st2 ,� Accessory Schedule N
18• 'lir 3(2)
Q m Q Q Tag Qty Manufacturer Product Description V V
W N y V 3
N I nra 46 Durastrand 4 x 8 23/32' T k G Quantity Estimated
-.°A5," n
18 �`mO
B H I I Simpson Strong-Tie,Inc. HUS 1.81/1 O FACE MOUNT LVL HANGER 25/CTN 3 n m
m 'm°
H2 49 Simpson Strong-Tie,Inc. 111:592.10.8G1/1/110.8.5
TS2.06/I I.88 SGL I-IST TF SNAP SEAT HNGR m-'
/I�1�11�[ 'I�I�I�I�I�I�I�IRa III - 5'c
V
113 2 Simpson Strong-Tie,Inc. LBV4.12/I 1.88 (notes I) DOUBLE TOP FLANGE HANGER .5
H 3 z i
• . I L J L 27 L J r 15L H4 2 Simpson Strong-Tie,Inc. MITI 1.88 SGL TOP FLANGE HANGER 20/CTN 3 Ea
oui1'l rHr1 yoo ^aI 11111 ANotes: z cr _ OnF8 .? N I.Web stiffener required. F u a,d\I�IRRiII ll III • H. 0 V m m
181 6
N 6 �_ 10 I. I r�I=17 'BI�i�IBI�. T LLIMIT D
IFETIME a o n w
a i�I i�I 1 i.i.I.t.1.lil �_ i WARRANTIr r Load Schedule ry
pointS1X
DURASTRAND FLOORING "SWI- Tag Type Live Dead Snow Wind Roof Live Descnpton n 2
Lj' II
18 UPPER-AI N ISO-DAY NO SAND V u
V !L
I I-7/8'BCI®5000.1.7 DF 100% 90% 115% 133% 1 25% `o
11 16.OCS I I I nvu
L3 k 1 DO NOT cut,notch or drill flanges ,}
�..�Ip, L2 Unf.Area 17 psf 25 psf Roof Load
I
• 0.4_ DEEII8 Ell II 0:—.. L3 Unf.Area 40 psf 10 psf Floor Load 1:?,Is ei
D# DENOTES BC CALC z- 0
REFERENCE TAG
Le=J LTJ L``) • �� ,�j o
122'4-1/2' 11'2-1/2" 2'4-1/2• 5'5-1/2" 13'7' IN
T j
/b CONTRACTOR NOTES: O go
35'a �1/ 'PLEASE VERIFY ALL DIMENSIONS AND CONDITIONS,LAYOUT WAS PRODUCED O'az z I j m
FROM INCOMPLETE DESIGNER'S PLANS rj g p o K
U 6 2¢w
'ALL FOOTINGS PER DESIGNER'S PLAN,U.N.O.(SEE LAYOUT) O=O O
See Boise literature for ro p
1 vertical load capacity. f See Boise literature for _.0.5..z
f F07-A vertical load capacity. ® 'ALL BEAMS ARE PER THE DESIGNERS PLAN,U.N.O.(SEE LAYOUT) 5 w ma
I f ♦ 1' 1 Load bearing wall above m 0 0
I II" f Ili,.
� II (stacked over wall below)♦ 'USE CAUTION WHEN CUTTING FOR PLUMBING =w m► Note:Sheathing shall d z sf ' 417100111)...111.
not span greater Than ratingO► II, n ' ♦ � 'PROVIDE PROPER SUPPORT AT ALL SHEARWALLS N1V ► 'ALL ROOF LOADS ASSUMED TO BEAR ON EXTERIOR WALLS
�. III • ONLY,NO ROOF FRAMING PLAN PROVIDED AT TIME OF LAYOUT BC FRAMER®3.0
ePt � II i�� � •BEAM BY OTHERS INDICATES DIMENSIONAL FRAMING PER --
`• a,0‘56°."
5 `� ` w ��r- ACHITECTURAL PLAN
,� ��II `A I" ,n w SCALE: I/8'= I'-O"
Joist Joist 'PLEASE NOTE P.T.MATERIAL CAN CAUSE HANGERS TO CORRODE DATE: 7/12/20 I 2
'I I
4!ill c/ 01
'� 441
VICOR OR EQUAL BARRIER 15 REQUIRED WHERE HANGERS WITH
\�` r w w w Z-MAX,HOT DIPPED GALVANIZED,OR STAINLESS STEEL ARE UNAVAILABLE.
4 1% BCI®Joist Blocking ` --,r ,L PLEASE SEE MANUFACTURER'S RECOMMENDATIONS FOR CORRECT APPLICATION. BY: PDG
Nail Boise Rimboard See Boise literature for 3"max 3"max
II to BCI®joist with 8d Solid block all posts from vertical load capacity I Boise I-Jo' be offset u to 3"to avoid vertical bin. •
nil igto ea flange. above 'RECOMMENDED DECKING: FILE: 1 2-756.bcf
(117 BCI Rim Joist perp BCI Rim Joist Para t Load° r ' iith IntBearing Blocking 4� , se .lolst wl � rphics 16 0.C.-3/4"DECKING MIN.
N.T.S. F�7 A N.T.S. N.T.S. N.T.S.'�' N.T.S. 32"0.C.I-1/5DECKING
GMI DWG:
32"O.C. I/8"DECKING DECKING MIN.
SHEET: I/1