Plans (148) 't`(17- L\ - (3 E I'5 i I cA,C.Ii CXecXiC .
Paafi umber TES: _ W
-JOIST LAYOUT uxhos,rarxou.rueRcowT�wwwx !DOUBLE USTGONN��7pN9PGGgCC
TQ U S S COMPANY 'ALL BEAM SIZES PER ARCHITECT/ENGINEER Ta.i Iter blocking a:not structurally nee free prpveled twin W J iX �'
I-Joists ens corn nuousiy lateral..y supported by W
rection to the sheathing at the top flange In Z
'SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN tt 1t Ce
cam" LaLI
agile tlon the pint n the sheathing shall be pas"bored
14 RFP -40 @ 16 O.C. over the center of one of the two top Ranges to assure 0°
10515 SW ALLEN BLVD. 'REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING -----•,7 shear transfer betweensheat,ngpanes. Z(A
BEAVERTON,OR REQUIREMENTS W H
ca e 4 = -0' on 24x36" sheet //
(506)858-9663 y "- �'`_ " . '` °g m
MOVE JOISTS +1-4" TO AVOID PLUMBING w
PL17-238 _ �'° w
CUSTOMER:WESTWOOD ~� H w a N
LEVEL UPPER FLOOR PLAN#:3106 I J° O
PAGE 5 2 OF 2 PLAN NAME: y.' IF I l i 0
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DESIGNER ERIC D. LOTS MANGOLD LOT 4 G.L I I - o
DESIGN DATE:06/30/2017 SQ FT:3106 -----
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Upper Floor Products W.$t ;W o a.."',,
PIotID Length Product Plies Net Qty a m omas'31.-13
J1 22-00-00 14”RFPI-40 1 22 �ao18?2,$oW
J2 20-00-00 14"RFPI-40 1 17 a 1.m
J3 10-00-00 14"RFPI-40 1 22 V ' Ke -- 7-- 3 --- 3 BM 3---- a`E m",_;v"
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J4 8-00-00 14"RFPI-40 1 1 [y
2 i I-I ® ,18s:2-g-7;b-so
B1 22-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 > a y o e;E E.,2 8
B2 14-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 =I " hao B W o
B3 10-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 1 0 AMINIMININNII
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B4 22-00-00 5-1/2 X 14 BIG BEAM 1 2 Cl J w a1 of m
B5 20-00-00 5-1/2 X 14 BIG BEAM 1 1 y
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B6 12-00-00 5-1/2 X 14 BIG BEAM 1 1 V et — 0 c > a2i c
B7 10-00-00 3-1/2 X 14 BIG BEAM 1 1 gIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIII_4 ' c Q?
B8 10-00-00 5-1/2 X 14 BIG BEAM 1 2 =_ - K S 8.2
B9 8-00-00 3-1/2 X 14 BIG BEAM 1 1 Jt g@ m a;
B10 8-00-00 BBO1 1 1 B, c =w= ,- o
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B11 2-00-00 3-1/2 X 14 BIG BEAM 1 1 V = E
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R2 20-00-00 1-3/4 x 14 LVL RIM 1 7 �I 2
BK3 3-00-00 1.5 RigidLam LVL 1-3/4 x 14 1 20 a, II w aoi Ern c o
BK4 3-00-00 14"RFPI-40 1 8 II ,w. aV TS o_
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Connector Summary a Q H T
PIotID Qty Manuf Product Supported Mtl Ni >.v 3 to m
et I .�,.._._.,�,P. tom t
H1 2 Simpson HGUS5.50/12 5-1/2 X 14 BIG BEAM 6 (_0— > m P
H2 2 USP HD1714 1.5 RigidLam LVL 1-3/4 x 14 Bs I = co 0 L a
H3 1 USP HD412 3-1/2 X 14 BIG BEAM 2I Ii ~ n
1-14 2 USP HDQ1714IF 1.5 RigidLam LVL 1-3/4 x 14 "' m I BTw.,
" I R2
H5 1 USP HDQ412IF 3-1/2 X 14 BIG BEAM
H6 60 USP TFL2314 14"RFPI-40 --1E1' 3 BK4 3 3 Bii .I
x 3 3 3 3 3 ;3 3 3 33 1 al ,•.. :1
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12 3 3 3 3 3 3 3 3 1 1
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START 76 0.FRAMING HESS
LEGEND :
ALL BEAMS AND CONNECTORS PER ENGINEER FLOOR
H. HANGER CALLOUT DESIGN CRITERIA
®= SUPPORTING POST FLOOR DESIGNED TO MEET OR EXCEED ` W_' LIVE LOAD U480
L/480 DEFLECTION CRITERIA ° -` '
R = RIMBOARD ., m \�/ -`" TOTAL LOAD L/360
REFER TO STRUCTURAL PLAN FORS J " FLOOR LOADING
BK = LVL BLOCKING �i"I� '��� - -- I
ADDITIONAL BLOCKING REQUIREMENTS. r 0 r`i�i - N k LIVE LOAD 40
BK = JOIST BLOCKING ADDL. MATERIAL CONSIDERED IN LIST. `I II 0_' 1 DEAD LOAD 15
J = JOIST CALLOUT _ Io Ir/ ROOF LOADING
B = BEAM CALLOUT " _.___._..._._.-
m _ LIVE LOAD 25
.....,-/7, _ O,-=''''-', DEAD LOAD 17
1
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Pam umber NOTES: DaLI-JOMT wmIDeT PIAea cOMTRJGTION GOu31.e 1-JOIOr GONNGGriON O►GGO Ct W fi
& TRUSS COMPANY *ALL BEAM SIZES PER ARCHITECT/ENGINEER 1-JOIST LAYOUT — Miler blocking Is rot structurally required provided both W J
-,:' ,I-Joists are wRlnuousiy laterally supported by LU K
'SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN tt 11 11 �-- .: GDRIC n,theJ the inn hese at the sheathing
flange in
be posit
ost Z Y.
__ over the the Joint.in the she thin shop be Itioned
9-1/2 RFPI-20 @ 24 & 16 O.C. rtrecent,ofoneo the twotop Ran9 stoass,e a 0
10515 SW ALLEN BLVD. *REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING /�/� shear transfer between sheathing panels. Z co
BEAVERTON, OR REQUIREMENTS ScaIe1/4"=1 t-O" on 24x36" sheet W~
x . �v "�#
o \ m 1
NN u u
(506)858-9663 MOVE JOISTS +/- 4" TO AVOID PLUMBING it NO�' r LU o ° W
PL17-235 CUSTOMER:WESTWOOD v
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LEVEL:MAIN FLOOR PLAN 6:3106 RI rcI RI z R J O
_ 0
PAGE S 1 OF 2 PLAN NAME: 0 0
DESIGNER ERIC D. LOT 0 MANGOLD LOT 4 G.L - 0 Ir
rc
DESIGN DATE:06/30/2017 SO FT:3106 - --- --- -- --- - - - - j"°� d
PAC.LBR.REV. ARCH PLAN DATE.06/2712017 EcENE
at "' - _.. ... b�•{!L '7°2.. S a m
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Main Floor Products m.E;a m a Po hs
PIotID Length Product Plies Net Qty D»Q E
J1 22-00-00 9 1/2”RFPI-20 1 15 'm` 'p"$
mEls'
J2 20-00-00 9 1/2"RFPI-20 1 30 51
u a 3 E»m s D
LLg E C L d O t Ci
s Q e.n§.rS. » »Q
J3 16-00-00 9 1/2"RFPI-20 1 1 y- >
B1 22-00-00 1.5 RigidLam LVL 1-3/4 x 9-1/2 2 2 d» 3 J e-e 8
m �9 as e'. $m'o
B2 14-00-00 1.5 RigidLam LVL 1-3/4 x 9-1/2 1 1 "-' " S'm'm'`"`-o
B3 10-00-00 1.5 RigidLam LVL 1-3/4 x 9-1/2 1 1 °°•' iE3.g o
Ai
R1 16-00-00 (1.5) 1-3/4 x 9-1/2 LVL RIM 1 13
BK1 4-00-00 9 1/2"RFPI-20 1 24 •t m
>'= Lnw
BK2 4-00-00 1.5 RigidLam LVL 1-3/4 x 9-1/2 1 8 m Z 3 o f
. - L ..
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LEGEND :
ALL BEAMS AND CONNECTORS PER ENGINEER FLOOR
H= HANGER CALLOUT DESIGN CRITERIA
FLOOR DESIGNED TO MEET OR EXCEED '� == _ =- LIVE LOAD U480
®= SUPPORTING POST U480 DEFLECTION CRITERIA 0 ..._..,-. TOTAL LOAD L/360
R = RIMBOARD ��� �� FLOOR LOADING
BK = LVL BLOCKING REFER TO STRUCTURAL PLAN FOR ��' / _._
ADDITIONAL BLOCKING REQUIREMENTS. /II 0
r`/moi LIVE LOAD ao
BK = JOIST BLOCKING ADDL. MATERIAL CONSIDERED IN LIST. ` I '�Srr�
J = JOIST CALLOUT - I�I��� -_-__-__-�._� DEAD LOAD 15
B = BEAM CALLOUT .._. _ — ROOF LOADINGWim- LIVE LOAD 25
-,-w.......... ... ,..w ...1,:-.�.%. ro 0 A..., �.,�� DEAD LOAD 17