HomeMy WebLinkAboutPermit File BLD-2018-0500 1016 27th Street NOTES: -This is FOR YOUR INFORMATION Items to Reference Tag QtylProduct Lent Cut Logic
- Joist
ADDITIONAL BLOCKING MAY BE REQUIRED AT Jt s z-sns'xta"BCI®6000-1.7 DF 39'9x{1/39}
INTERMEDIATE SUPPORT PER IRC. CONSULT WITH LOCAL
J1 25 2-5/16"x14"BCI®6000-1.7 DF 36'2541/36}
BUILDING OFFICIAL. J1 13 2-5/16"x14"BCI®6000-1.7 DF 34'13x{1/34}
J1 5 2-5/16"x14"BCI®6000-1.7 DF 32'5x{1/32}
ALL MEASUREMENTS TO BE VERIFIED IN THE FIELD. J1 1 2-5/16"x14"BCI®6000-1.7 DF 30' 1x{1/30}
J1 1 2-5/16"x14"BCI®6000-1.7 DF 28' 1x{1/28}
J1 12 2-5/16"x14"BCI®6000-1.7 DF 26' 12x{1/26}
SEE STRUCTURAL PAGES FOR ALL DETAILS AND NOTES. J1 17 2-5/16"x14"BCI®6000-1.7 DF za' 17x{vza}
"' J1 1 2-5/16"x14"BCI®6000-1.7 DF 23' 1x{1/23} BC ESTIMATOR
J1 9 2-5/16"x14"BCI®6000-1.7 DF 22'9x{1/22}
' -"I*.n 4- .'3 J1 12 2-5/16'x14"BCI®6000-1.7 DF 21'12x{1/21}
J1 3 2-5/16"x14"BCI®6000-1.7 DF 18'3x{1/18}
2 ALL HEA:`R.MATE J1 6 2-5/16"x14"BCI®6000-1.7 DF 14'6x{1/14}
Floor Joist Blocking
VERiF" H;::ADES H Bk1 I 29112-5/16"x14"BCI®6000-1.7 DF I R/LI
Beam
' ==k.rr.R,i-':R;NH B1 I 1113/4'x14"Versa-Lame 2.02800DF I 32'1141/321
lr lr lr lr l r lr lr lr ,r lr lr , r lr lrr lr lr lr lr lr lr lr lr lr lr lr ir ,r lr lr < r ,r rr r r lr -,r lr lr 1 . . •,r lr '7 r" - r lr , - lr lr -1r - OrJF '
i : EI1 H 1 Hanger
' H1 139 ITS2.37/14 Simpson Strong Tie
H2 1 BA1.81/14 Simpson Strong Tie
JTrt"RYstISE
/ _
.:,3P NSERS M -
4/Bk1 I a 03 m e t 4/Bk1 M I .%, CID CFI
48" OCS -- --
48' OCS r � `i. xi ,R T✓ S Ea .r :=rR f✓r
.. 0
a0 rri
t C✓^2� v? E v t E t 9 EG (I�
p N
12 J1-2 '
_ - I•-1 a
_ N
12" OCS i /
W W LU
Ct
r
c6 o C�0
_. — . _13/J1-34, Bk1_ / _.. _ . - Bk1 _ _ ._ c O
-I4. 'I` 16" OCS, o H1 Q NO "-
�? 25/J 1 36 O I
h II
/ 16" OCS , \ - - -
— . im , r_ _ . la Bk1 ... r. - _.. — — — 5/J 1-32 - N oci
r-I (6
J m/ IPROYlE$1 OGK1N 5 BEFfNEE. �+
I' >.pr,+=�'' 16" OCS ; ERE THERE ISALtU.
{ LQGATIC3?t�1NH
3/Bk1 .. ALL CONNECTIONS TO BE SIMP! (/) 2
48 OCS a)
t NS7ALL HURRICANE TIES AT AL: O
CONNECTIONS AS ✓YELL AS RO'- �,
-e ) CONNECT ONS_ 51. O
1 FS NNAI EZTYr 0
5Bk1 MARKI , TYFr:
V U.
• 48" OCS ;r co 4--•
r {
T
AF
Q IL
ITI) .
5�-i�° POST BASES --
I
Bk1 Bk1
g - - - - -
Bk1
I a — — — — a — — _
H1
17
9/J1-39 - i Bk1 CD
/ - Sky : 1-JOIST HANGER`: ma
16" OCS .: _� _ :Bk1 ___
!- CO
-_._ _' 4 - - . - - - - - - '
I a/ocls ... Bk1 -ty / 6/J 1 14— aims sus -- J T
,. I � l c. FACE-MOUNT CO
— r r k OCS Bk1 5/Bk1 .1H6 ' JOIST HANGER V
li 1
d - - .�
__. t GL ULAM BEAM At
—3 F 1CD
MIN., SAT, 12/JI-26 9/J1-22 co , SIW1 r DOUBLE-SHEAR "in
/ / .: / ,OI5T HANGERS
m
DIES GR!� P 16' OCS 16° OCS, 15/J1-24 �._ _— O
'SE OR PL`iAlOOJR ,< JL J< / 16" OCS
4L OC• RATEi h..—. _,
v' 0 - 0 3 'a F 3 0
r 11 <--
o E N i C 1 ` Q O.
•
N C - O N O ci 13: U : 0
Lzt
PEEL.
w e , a ev o v u,
IS
i y�5 OVER i F r=; lips. c o t a' .- rn 9 8
\ss.-7 2 0 f- ° c w o g
,ONC,,-. DIMENSIO,. v v
w -° z `o °c o o v _
K1 121 E o o v a
J L J-L JL J L J L i J L JL J L J L 3J L -IL 0 3 a - -0 C Q g 0
D-
ANK
% N1 . w S ,Cv, c w v c a
JIL JL JL Z Jt �- JL Z JL JIL J L J1. 1i J L JL JL J-L 1L J _ ni
cU O C 0
J L J L J L J L J L J L J L J L J L J L J L J L J L J L J L
Q N a g = 0
0
Project Engineer:
Tim Garrison
I DETAIL, 00D F _
GENERIC
4,
BOARD, i...
Boise Joist Blocking 2x Plate flush Floor Joist Blocking per IRC 502.7
^ Use 3" 10d nails at 6"o.c. Use only connectors Seismic Desi n Cate ories D1 & D2
u Note: Sheathin shall / \ { ) Pa with inside face ( 9 9 )g g use with the el ted r F2$ _ �not span greater than rating F 13-A Load bearin walls of concrete wall
/I all wood treatment
_ \ / I, I', / SALES PRESENTATION dime DRAWING:
V / 4' `� --BCI`Joist n- , n No structural or dimensional check has been made of
,�IIII , .:pis: nanc�r �� Blocking Scale 1 4 -10 this design
andapprov the building,
nthere s,quPurchaser
fib.
/ �'a � is to check and approve all dimensions,quantities,
loads,and details carefully. This drawing has not been
/ ,� checked by Boise Engineering.
19
L.J It91 l'1L
' �� Creation Date:11/9/201B
II
Joist Joist r�! Structural Date:2/4/2019
el 10
\�\ Estimator:Brent Simmons
cJ c� vt II 00 a,. Concrete wall Intermediate
Bearing Tracking:18002006
���� Reference:Al
al 3"max 3"max 64-Boisejoist blockingas required V Provide adequate bearing Adequate moisture barrier between '--Nailing per local -
Boise I-Joist can be offset up to 3"to avoid vertical plumbing. "� q for each lapped joist. concrete/ntasonary wall and Boise Joist code provisions Sheet 1 of 3
by governing building code.
NOTES: "This is FOR YOUR INFORMATION
Items to Reference Tag I otyl Product I Lent Cut Logic Floor Joist
ADDITIONAL BLOCKING MAY BE REQUIRED AT Jt 10 2-5/16"x14"BCI®6000-1.7 DF ao'1 x
INTERMEDIATE SUPPORT PER IRC. CONSULT WITH LOCAL
J1 25 2-5/16"x14"BCI®6000-1.7 DF 3T 25x{1/37} $ .
BUILDING OFFICIAL. ��.
J1 5 2-5/16"x14"BCI®6000-1.7 DF 34' 5x 1/3
J1 1 2-5/16"x14"BCI®6000-1.7 DF 29' 1x{1/29}
ALL MEASUREMENTS TO BE VERIFIED IN THE FIELD. J1 11 2-5/16"x14"BCI®6000-1.7 DF 26' 1tx{1/26}
J1 19 2-5/16"x14"BCI®6000-1.7 DF 24'19x{1/24} `/(r
J1 3 2-5/16"x1a"BCI®6000-1.7 DF 23'3x{1/23} �ii
SEE STRUCTURAL PAGES FOR ALL DETAILS AND NOTES. J1 25 2-5/16"x14"BCI®6000-1.7 DF 22'25x{1/22}
J1 8 2-5/16"x14"BCI®6000-1.7 DF 19'8x{1/19} BC ESTIMATOR
J1 5 2-5/16"x14"BCI®6000-1.7 DF 18'5x{1/18}
J1 1 2-5/16"x14"BCI®6000-1.7 DF 17'1x{1/17}
J1 1 2-5/16"x14"BCI®6000-1.7 DF 14'1x{1/14}
. , I i . J1 325/16"x1a"BCI®6000-1.7 DF 3x{1/13}
€ - E l _���La ,� � � � -. �� J1 5 2-5/16"x14"BCI®6000-1.7 DF 5'5x{1/5}
L'. 7 y'�'y( T" f.
O c •
^��� - - J1 1 2-5/16"x14"BCI®6000-1.7 DF 3' 1x{1/3}
U L Floor Joist Blocking
Rm2 61-7 Rm2 Rm2 Bid I 16212-5/16"x14"BCI®6000-1.7 DF I R/LI
{' +LSt`.." I . Rm2 - ..: " Beam
CI Rm2 �--'-' - B1 1 1-3/4"x14"Versa-Lam®2.0 2800 DF 7'1x{1/7}
CITY OF ANACOFiTES .F (.
B2 2 3-1/2"x14"Versa-Lam®2.0 3100 DF 7'2x{1/7}
B2 4 3-1/2"x14"Versa-Lam®2.0 3100 DF 5'4x{1/5}
ssryry Rim
�JC.IT .'
__ _. _ / u �\(f �- Bk1�. �- - Rm1 34 1-3/4"x14"Versa-Lam®2.0 2800 DF 1'34/1
..,,. V L Rm2 17 1-5/16"x14"Versa-Lam® 20'17/20
Hanger al
x N needed for . H3 I 3311US2.37/14 Simpson Strong Tie I I
TT ii hanger 1 i CIA •
,F �. N I REFER TO SHEET Pis FOR FG 11NDATEC3", .
R.Pcz CD
Gc9 x- i 2 GL)tJRDtNAs7F. MEC.H:-$ ELEC. FOR L' •
E EPDXY'` .,l , 5/J 1-18 / i ; IY I FOUNgATIOWSL B71Ot5T'S BLOGKOUTS N
Y �� x 16" OCS
0 l'F OGR JOIST OR ROOF TRUSS/RAFTER _ 10
13IJ 1 22 ' B2 5
{ B2-5 t 5GHIlATIG DESIGN ONLY. tMANUFAGTUREf � >
E F. >£v _. ;' / 1 r 7 r 1 r EN&INtERED DF_59&N TO THE BUILDING DE
12" OCS �- H3 -� ^ , VI
r ���r � - FRIOR*O THE�A)9R.fG,4'CtC)N ANfl tNSTALLA
LU
c3ON FS MfsE S I •
4.AiL tRU55 TO TRU &TRUSS TO BE ^W CU CC
- _ x i B M4 UFAGTURER . O
_ a C/ 5 E - I s ` _ be
-_._, _ - i : ' , ' .zat #•POOR S Tk41NG Yt?BE 314"GDX OR
U lD
3 &RAIN$}L lAilRP Rite-S L R Bd's ' b"ED6E5 0
iPERPENDICULAR TO SUPPORTS. RG
B27
Bk1 J L Bid 05B c
'� 6/U1- M_
.:v im �.r_• �� -tr -,r 'Ir -1r -1r � � '!- •1 V/J1V� ,^. Ni
16" OCS H3 '
r / Rm2 €
b FRO`v 1Dc 5..+r.i✓BL+iG�Ci'du ;/.T��JOIST t � I O
gp� ' 16" OCS LOG ON5 ANE7 sET# 2EEN UPPER AND LO1 I o Rm2 16" FJC FLOOR HOLDOflN LOCATIONS 00L.
li Bk1 IQ :G ri L.L
) .'..r ■ .� �a1M • NM �0r • • ia,� - - - # 1. FR IRE BLOCKING BETINEEN I-JOTS}5 A,
✓`R I LOCATIONS INHERE THERE 1S A'_OAD BEM
O L.
ANK ,i5- .: 43 `.' 8 ALL' NNEGTlONS TO BE SiMf SONGVI O
_ I
• 4/J 1-22 3/J 1-23 t3 l�Is- -cE K ,r IeS AT A L rRUG 0
16" OCS-Pi 16" OCS; GGNN ''"a«P5 Y f-L:_AS FgO M TRU55 L
I N- G2NN GN :. L. I�
_. E SO .VPE 0
GIMP �ti € a �e�
N
E
.....�
4/J1-19 �. / r -
16" OCSC
1
1
/ 3. U
i
Rm2 `F _-
� SI-I2/ POST BASES 2 C/)
I
Bk1 Bk1
aim_ - -
.
- c� IN JSS ✓EI✓M C
H3J
Bk1 * HURRICANE TIE S
�
.1L _.H3
g web.1rB2-7r r i m2
. r
IA ti4 ,. EXP BEAM SEISMIC
,� _ a,�, m & HURRICANE TIES
• N
N
CO
-43
Bk1 iCt
Bki N 1 N '
CO _�, i FACE-MOUNT
) N
Bld Rm2 ce SNb JOIST HANGER: -3-1 0
CI
` rn N N Bk1 I -;- i 5
N t ` bWLAM BEAM AND 1 . I Q)
'> N r
DOtiLiLE SHEAR 2_I •N
OG, USE MIN., 24 RATED, / 11/J1-26 , �6/J1-22
- _'- JG}f5T HANGERS 3. {
3/4" SPECIES GROUP 1, 16" OCS 12" OCS illim
6/JC / 17/J1-24 O
4A ' BE t?SB OR PLY✓"400}J. I� 16" OCS �dr*Et ;= 4 t HANGER NEEDS" `y
N
360 DEFL.
E Rm1 Q.,
E
I ' i"
1 /32n THICK. MAY' ES B OR 3/J1- 3 o ofo . t w
2
Q
16O +J ,• ,
P F L L/� U DEL. . omu =
Sin co
cp avNI ONOauO rivY
-COE E • °' c '^
UONT4NUCU5 CYER T^ ,
TN <- E LON& DIMENSION Ewc o fl
v w o 'o w --a wo a
`T' N a3va u
v co 4-,
RING SHANK NAILS N Rm2 Rm1 a u• mtvoE
• oStuo= o
NN Q.
d 3 a, oa in- i
O
IELD-
JPPORT (SEAMS) AND m2 Rm2 Rm2 Rm2 Po;e Engineer:
tt //''}}i�qj - (� /`�.V y� L { �').r Tim Garrison _
Rt„.LE-.,T.r B+3-.LOI 4. w�_ - - �'" iA R'{ L�'3d,f-i S LV'�lI �.._:
t'i Ld TT �i � ' 'tCIC/ ,.. ✓ MIN., CAPACITY. VE13 VERTFORICAL.
" !G ;' - F
, _ --. _..... STRAP: USE CS1 VER? I� a_ "
tr-e
ttl I
I € ........ .- shin RP! ,r}W LIAR l;z'=T -1
Scale 1/4"=110"
Boise Blocking Face Mount Floor Joist Blocking per IRC 502.7
23/32"min. plywood/OSB See Boise literature for See Boise literature for Use 3"Joistnails at 6"o.c. (Seismic DesigniCategories Dt , D2)
,5 vertical load capacity. (10d) /'� Face Mount ��
or rimboard closure. y -,
Se'
•
Note: Sheathing shall F07 n FO///7\��-A Load bearing walls Joist hanger Joist hange� \�
/ not span greater than rating F05 vertical load ca clt V ® I' F27 B
44 - /" �// --BCI®JOISt No structoralloAd dimeTION nsional allNheckhas been made of
Nail with 8d nails I, / BCI i joist blocking r
\1 ; ' I , / Blocking this design drawings of the budding,there purchaser
• into each flange. required for cantilever.
�� is to check and approve all dimensions,quantities,
„ ` _✓� .. .
loads,and details carefully. This drawing has not been
` T , checked by Boise Engineering.
, .
4 r tir 4.
_ .
� II, II Revlslon;Diate:2/21/2019W -- le
I� - 4
�d5 , StmcturD te12/4/2019$
l 1----- kl - Estimator:Brent Simmons
il �Jolst Joist , I tl , �� Intermediate
Versa-Lam"or Boise GLULAM'�Beam: g Na
Tracking:18002006
/ � Beam vdidth shall exceed Versa Lam Or Boise GLULAM beam: Bearin Reference:A9
A
Nail Boise Rimboard Beam width shall exceed fling per local
3"max 3"max to BCl�joistwith 8d ` V Provide adequate bearing 2x specifed hanger nail length Sheet 2 of 3
Boise I-Joist can be offset up to 3"to avoid vertical plumbing. II - ri nail into each flange.
for each lapped joist. specified hanger nail length code provisions
NOTES: "This is FOR YOUR INFORMATION
Items to Reference Tag I Qtyl Product I Lenj Cut Logic
ADDITIONAL BLOCKING MAY BE REQUIRED AT Floor Joist
J1 102-5/16"x14"BC106000-1.7DF 40'10x{1/40}
INTERMEDIATE SUPPORT PER IRC. CONSULT WITH LOCAL J1 25 2-5/16"x14"BCI®6000-1.7 DF 37'25x{1/37}
BUILDING OFFICIAL.
J1 5 25/16"x14"BCI®6000-1.7 OF 35'5x{1/35}
J1 f 2-5/16"x14"BCI®6000-1.7 DF 34'1x{1/34}
ALL MEASUREMENTS TO BE VERIFIED IN THE FIELD. J1 1 2-5/16"x14"BCI®6000-1.7 DF 29' 1x{1/29}
J1 11 2-5/16"x14"BCI®6000-1.7 DF 26'11x{1/26}
J1 20 25/16"x14"BCI®6000-1.7 DF 24'20x{1/24}
SEE STRUCTURAL PAGES FOR ALL DETAILS AND NOTES. J1 28 2-5/16"x14"BCI®6000-1.7 DF 22'28x{1/22}
J1 9 2-5/16"x14"BCI®6000-1.7 DF 19'9x{1/19} BC ESTIMATOR
p,�7 J1 5 2-5/16"x14"BCI®6000-1.7 DF 18'5x{1/18}
J1 3 2-5/16"x14"BCIe 6000-1.7 DF
{1/13
1q! - J1or 5 2-5g/16"x14"BCI®6000-1.7 DF 15'5x{1/5}}
Y d fJ Flo Bk1oIst B156125//16"x14"BCI®6000-1.7 DF I RNLI
MAD 0 6 2019 Beam
B2 2 3-1/2"x14"Versa-Lam®2.0 3100 DF 10'2x{1/10}
Uti is B2 2 3-1/2"x14"Versa-Lam®2.0 3100 DF 7'2x{1/7}
CITY OF ANACORTES ',1.-' ic..i i. Rim
------------ Rm2 18 1-5/16"x14"Versa-Lam® 20' 18/20
1,200 so.F`
Rm1 34 1-3/4"x14"Versa-Lam®2.0 2800 DF 1'34/1
Hanger
k oqg o FT Rm2 Rm2 Rm2 Rm2 ■ H3 I 2811US2.37/14 Simpson Strong Tie I I
4.
552 SQ.F Rm2 ' OTHERY4iSE
111 Q.FT. 5.ALLT INTERIOR I1ALLS ARE 2 I- . "" >
OTHER/41SE. �^ J
b. PROVIDE SACKING IN ALL BATHROOMS r �.�11J l�
,
3 - 1/2" LVL DISPENSERS, MEDICINE CABINETS, ETC _C •
•
N needed for N. LOCATIONS •(i)
N
cc hanger FRAMIN6 .
Ni0 NI
N 1 REFER TO SHEET A6 FOR FOUNDAT
0 2
' = f r-
`5/J 1-18_ t r a.G1ORDtNTE Yid MECH. & ELEC. FORLO
-� ' 16" OCS t •-rottiglATYQNISLAB/JOISTS sLOCKOUTS LLJ
' - CC
I.
13/J 1-22 B2 10 I . 13.FLOOR JOIST OR ROOF TRUSS/RAFTER I/ O
i 12" OCS ' 7 r r r r , r n r r SCHEMATIC DESIGN ONLY. MANUFACTURE �^
_ndltNEERED DESIGNTO THE BUi.D)' v CV U UO b.0
/ H3 PRIOR TO THE FABRICATION AND INSTALL. (U O
C
' 4.A}.L TRUSS TO TRUSS&TRUSS T",. 0 _
...-��.. a -,. > BY MANUFACTURER �f
L. �l N
so E
-", I O '
H3 O 1" . ` 5. FLOOR SHEATHING TO SE 3W C.... L
Co dis<, AND NAIL INRING SHANK&$@ 5" EDGE! t a) co ,tT!V
, • GRAIN PERPENDICULAR TO SUPPORTS ! c-I L
< �
5/J1-35 - Bk1 _ - Bk1 ';; osBOREOVAL. C L.L.
B2-7
ORAL SPECS HEREIN, ": °" /� _/ mis � as r_ r_ , O r � r . . r -. . ,
T.E.riln4 Mtht,2 STUDS 5 . ^4 . 4 H3 -�� " 9/J1-37 '16/J1-37' ': g,;.pRoviv SOLiD BLOCIUNG►N'T4fE. z = 0
Rm2 / / / / Rm2 t f)GATIoNs 4Na sETYYEEN UPP I AN
CD L_
16 OCS
fFR:LGE4.LG&}Z,OR RTL#4. { t -
I r; 16 OCS 16 OCS
it)RHOLDOIlN LOCATIONS O
.AR s
I Bk1
. . . . ,r_,... _ - �,. +-+
`&ONNECTOR 7 OCATI NE.BL.'JCKING BETIEIEEN L O
OF B A vK, USE i3 F. ABJVE', LOCATIONS INHERE THERE IS A L
CONNECTIONS TO BE SL PSrrN _ O
L.
7/J1-22 co)
16" OCS' , INSTr�.t:r= ItrANE TIES AT ALL TRUSS co 73
L O N NECTIONS AS KELL A3 FROt4 TRUSS: C Si.
N
CONNECTIONS.
Q' N SIMPSON HANGER TYPES
__. ----- 16" OCS / �N
r
: w
Rm2
;
Bk1 _ Bk1 _ . jBk1a lir
i F4
w \ '"
J L JB2_? L B Bk1 Rm2 t HURRICANE 'ie5.
' �
W�Or it Or 7r it 1r
4PSCN RL GEP* H3,,
Rm2
a ti/, H4 I EXP. BEAM SEISMIC'- ID
S ` & HURRICANE TIE-
(1)
tin
C)re / I 10/J1 t 40 / m WI. S ` i-uOISTHA tGER"
16" OCS - Bkt
Bk1 ,
cv , i < ' FACE-MOUNT .y N 'Cr "Cr Bk Rm2 ' JOIST f{ANGERS I 0
iR 1 C, }5c MIN., 24 G)C RATES i ' u o v y
m
GLULAM 3EAM At .
11/J 1 26 UBLE SHEAR •, o > o a
Ern-ER 3;4:, SPECIES 'GROUP 1, i / �. . 7/J / JOIST HANGER o F. 'o °c o 0
16' OCS 5/J1-5 No � � I-
"U 4 MAY 13E R PL�Y�IOOt"r. 12" l�C, / 16" OCS / / 18/J1-24 a N o
N 16" OCS
OTE IF ALT. HANGER NEE n g v •� h
EF 0 � vov . ° � vo
it Rm1 ina zCzapvs
%G. US,S }^ lN., 16OCRATE1'�, N o = a' : a h .
-
a, 1_ o c m o 6n '+
Z, MIN., 19132" THICK: MAY BE O5B OR i
'-1 h a o a c a °o '3
3R 245 PSF T L. I-1360 DEFs.. 1OCS I11i {1ji
$BC2 1{1d E E
HEFTS CONTINUOUS OVER TING OR I CC CC t ° rn w
O C tS y, G ," o
t � W
>NS, IAIITH THE LONG DIMENSION e n o
a h " a w .� o
a
I - Project Engineer:
;U PP O RTS. Tim Garrison
TH lOP RING SHANK `NAILS OR Rm2 - NI
5, 12" FI= .P, i L Rm1
'T AT SUPPORTS (SEAMS)AND / r Rm2 Rm2 Rm2 Rm2
EAR leNALLS SELO4.
'STEMS DETAIL, OOE- - "= RA ED
for Boise Joist Blocking Floor Joist Blocking per IRC 502.7
See Boise literature for See Boise literatureFace Mount
vertical load capacity. vertical load capacity. Use 3"(10d) nails at 6"o.c. Face Mount (Seismic Design Categories D1 & D2) Scale 1/4"=1r0"
°J� Note:Sheathing shall ' Load bearing walls CF27-B
Joist han er, /
F07 9 Joist hanger 9 F28not span greater than rating F07-Aii
aill r I
' I�, $AL6 PRESENTATION DRAWING:
V006I' BCI No structu al or dimensional check has been made of
BIOCK rIC this design drawings of the building,there pu¢haser
k1 II � uto checkand approvealldimensions,quarmoes,, 47
r loads,and details�retully. This drawing has not heen
checked by Boise Engineering.
Xose.°11: , � RevisionDale:2/21/2019k ' 6 / 17.71.rir
Creation Date:11/29/2018
eel 41\1%
lgJoist I ?- tJoist /I . rStructural Date:2/4/2019
pl kl � " \�' / � illiNA Estimator:Brent Simmons
1�` •
Versa-Lames or Boise GLULAM' Beam: �� ® r. Intermediate-
=Versa Lam or Boise GLULAM beam Bearing Tracking:18002006
3"max 3"max Nail Boise Rimboard Beam width Shall exceed ��
to BCI®joist with 8d / Provide adequate bearing 2x specified hanger nail length Beam width shall exceed Nl 4ailing per local Reference:A31
Boise I-Joist can be offset up to 3"to avoid vertical plumbing. nail into each flange. for each lapped joist. specified hanger nali length code provisions Sheet 3 of 3