Plans ,
REVISION "'- s F
SION City of Tigard RECEIVED
• rov - d Plans
Bye... Date* ( G 12 2009
ISIO
OF IGARD
� C�DIV N
4' x 10 Macrolux
8mm twin wall
Pol carbonate
/
MD
~pla
* 401: , i ' ' ' ' ' *. * 71.1,Itt 4: kk e *;"!:$1; ' 4 ' ''''‘ ''' ''''''4 \ ' ' 't ' ' 4 : 4 ; 7 ' 1. * 11 *'
y
1 _ 1
A / T
1
L___ _ I/
g Finished grade
.00 •IN
Project area for new addition.
Rear Elevation (facing North)
Scale 3116 " =1ft
V1.3
W ,
., .4 s r
2X10 ledger
Anchored with
SDS25412 every 16"
4F-V4/DF ,�.vdZ� ��'�/ d�a t
� .,i6 ,. yn i 6 3�
rY ; �..,��Q . � `, 4X 13 1/2" v.,� .� ,
•r minimum of 16 ea. -V4 /DF GLULAM 30
re•'d , 'oints.
2X8 Joist
on 24" centers
1.
iril, J ■ i,1
30ft5in !
I I
1 4 I i Vent blocks r
-- 5 ea.
II 23 n 8 in � 1, Simpson MSTA 30
ft �o in ' ' ' '� 1 11,11\ 4 each inside & outs
c i: 1ft _
M I i � MTSA tie walls together
Simpson CCQ76SDS2.5 I, io TYP.
or CC76 Post Cap, TYP. 4 , .i
I, ll Simpson HPAHD22
I 11 I I I' I :T ii M i i ;,�A��iiiiil/1 .�'�
p �� •�� iii�` ° � 1 ea corners
6 x 6 PT. DF
Simpson CBSQ66 -SDS2 Finished grade i\--
Column Base. ,
5ft0in
2' X X pad with 12"
round post. Min. 12"
under finished grade
Rear Elevation (facing North)
Scale 3/16 " =1ft
V1.3
.. s
Boxed in chimney . ,-
for 6 "stove pipe S L
6'X6' existing o :
Flashing for
replaced with 6'X3' M '
—-
Window ridge vent
new window ' Simpson LUC
Ridge vent � light 4 Jois�� t Hanger, TYP
�n
2X10 Ledger anchored to x4 y
existing LP sheeting with ledger Z p , n Sk g 3
n
flashing above
Simpson H1
Hurricane Ties,
IIi �
2X6 Blocking to build A one side, TYP.
up existing opening for I Simpson C
new window.
I
2 ft o in> or CC7 PT
Post Ca TYP.
Finished both sides N < 12 ft 0 in
o 4X8 Header
o 6x6.DF
N Post Simpson
MTSA to t ie walls
together
—' _— Simpson HPAHD22
2X6 D.F. @ 16" � �1 i t
Centers TYP.
5 ft 0 in >i ft a in i n a in � Sim CBSQ66 -SDS2
New Foundation Column Base, TYP.
ion ooking East)
Scale Evelat = 114 " =1 ft
v1.2
Side
BOISE" Single 6 -3/4" x 13 -1/2" BOISE GLULAMTM 24F -V4 /DF Roof Beam \RB02
BC CALC® 2.0 Design Report - US 2 spans I Left cantilever 1 0/12 slope Tuesday, August 11, 2009 15:27
Build 285
File Name: patio beams.BCC
. Job Name: Description: RB02
Address: Specifier:
City, State, Zip: , Designer:
Customer: Company:
Code reports: ICBO 5745, LA - 01365 Misc:
0
12
1
01 -10 -00 23 -08 -00
B1, 5 -1/2" B2, 5 -1/2"
DL 1,924 lbs DL 1,699 lbs
SL 2,708 lbs SL 2,406 lbs
Total Horizontal Product Length = 25 -06 -00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib.
1 Standard Load Unf. Area (psf) Left 00 - 00 - 00 25 - 06 - 00 15 25 08 - 00 - 00
Controls Summary Value % Allowable Duration Case Span Disclosure
Pos. Moment 23,038 ft 51.4% 115% 194 2 - Internal Completeness and accuracy of input must
Neg. Moment - 575 ft 1.7% 115% 3 1 - Right be verified by anyone who would rely on
End Shear -3,564 lbs 19.3% 115% 194 2 - Right output as evidence of suitability for
Cont. Shear 3,542 lbs 19.1% 115% 3 2 - Left particular application. Output here based
Total Load Defl. L/310 (0.901") 58.0% 194 2 on building code - accepted design
0.53" 45.5% 194 2 propeai and BOISE methods. ee ed
Live Load Defl. L/527
(0.53" Installation of BOISE engineered wood
Total Neg. Defl. - 0.222" 29.6% 194 1 - Cantilever products must be in accordance with
Max Defl. 0.901" 90.1% 194 2 current Installation Guide and applicable
Span / Depth 20.7 n/a 2 building codes. To obtain Installation Guide
or ask questions, please call
% Allow % Allow (800)232 -0788 before installation.
Bearing Supports Dim. (L x W) Value Support Member Material BC CALC®, BC FRAMER®, AJSTM
B1 Post 5 -1/2" x 5 -1/2" 4,632 lbs 18.0% 23.6% Douglas Fir ALLJOIST®, BC RIM BOARDTM, BCI®,
B2 Wall /Plate 5 -1/2" x 6 -3/4" 4,106 lbs 17.7% 17.0% Douglas Fir BOISE GLULAMTM^ SIMPLE FRAMING
SYSTEM®, VERSA -LAM®, VERSA -RIM
PLUS® VERSA -RIM®,
Cautions VERSA - STRAND®, VERSA -STUD® are
Member is not fully supported at post B1. A connector is required at this bearing. trademarks of Boise Wood Products,
For roof members with slope (1/4)/12 or less final design must ensure that ponding instability L.L.C.
will not occur.
For roof members with slope (1/2)/12 or less final design must account for Rain -on -Snow
surcharge load.
Notes
Design meets Code minimum (L/180) Total load deflection criteria.
Design meets Code minimum (L/240) Live load deflection criteria.
Design meets arbitrary (1 ") Maximum load deflection criteria.
a
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