Plans R E CETVED
NO V 2 0 2009
KENNEDY RESTORATION CITY OFTIC
315 SE 7 AVE BUILDING A IM
PORTLAND ORE 97214
503- 234 -0509
CCB# 3402
Permit Request
November 10, 2009
Job Name: charles rouse j2r
7590 sw spruce st Conditionally Approved,,.,,..,. I
Tigard ore 97233 See Letter to t ' ottow .... ""° '" f I
A ttached .......... [
PertnitNumbert • Ili - 4 - 410 _ _ •r
Damage Type: fire Add �::;: `� % 't�' «�']
644M Date:
Value$ $49;999:0 67, 7 2 0
A
JOB DESCRIPTION: duplex to be demoed to framing through -out due to
smoke /water damage
All trusses to be replaced see truss engineering OFFICE COPY
Some wall /plate repairs in one area
All wall and ceiling coverings removed
All windows to be replace with new vinyl
All insulation to be replaced to code.
--;-' ,
Main Level , 7 . Y*
..._
1 24 I 20' 2" 1
---
i n
W7' 9 7'
CI .
Joyet (I' in
• •
El Bed 1
8 Mater Bed 7 - 9
7- .
B Garapt &gime.
ea <-.. ..3
2 10 111 5' 10' .
clOtet _11.1 i.,
5'
I ,
'-,-, uid
1.\\. 0 L...t,
1
11 Mst Bath
0 Hal1131 -- - 0 Entry Clot
r 7
in
I I I 6 4 .----- 3
•
13 Entry 13 Poytil:
Tub (1)
QM-elan I
311 I 5 5'
1 - 1 1 11' 2 ' _...
............ , __,
2 5 11' in
15' 8' 122'
im
A_EpiAl -
_
1 . 1 2 4'
,...-1- - B 10. — 61_1CD-
il Krtthen ."-. A Entrl . ..Lf ,
:.-
- -
i-
I p. L b RoOM. 5'
_
f
A.1._.asrAti
.,_,,,u, Hall *:. - ......„ .......
8 .3'
El .1
. , Closet ( I ).
,
10 10' 1 . I' - - in - oe,
L T:
__......
. _
' 71p r-Y
7 ..
.
/ 4 ,
. Oo‘et (1V i, ' .----
0 ..v. -Se i , v
i s 04 •
- :
8 8 5
El lit Flom
.. ..... 4 1 1
A Hall Itath
cb_(21 'i
- _3.
Z
,. b A Hatter Bed
&_101f1 6 k' A Dining
■-■■
\1-' ' ■ , , i
/
,-,
•ir . place (.1,‘::\-\\. red (11
4' 7' ES
1' ------- 11!)
iii N. ..-
1 55 1
C 5;
T - )
Main Level
jr G\ /0 we fik,7 N
...,.. j \N„........._...k.....„
t. Reper.)r
ROUSE KENNEDY 10/28/2009 Page: 64
Crawl Space
I 2a I
23 4'
35'5'
355"
/1C 303 �n� l ;kJC.. 1 16 /V
i<
in
• Crawl Space
59 9'
59 5'
Crawl Space
ROUSE_KENNEDY _ 10/28/2009 Page: 63
•
Roof •
28' I 1 24 2'
/ \
, `
\ F ,ual FACE SQ FT # SQs.
F31A) i . Fl 336.29 3.36
\ z \ F2 340.08 3.40
�� F3 146.42 1.46
F4 283.82 2.84
F5 280.03 2.80
F6 121.73 1.22
F7 578.70 5.79
F8 948,12 9.48
Estimated Total: 3035.18 30.35
F
F
Roof (2)
F2 gsur F 1
11 3" IT
1 I i 1 1
/
% , "
F7
/"
7 /
RooF
F2 - ' -
T
Ta 0 ' => 5 r4 JI ( /14 DIV
■
i!li
Il
Roof
ROUSE KENNEDY 10/28/2009 Page: 65
/Ve u- % �r' v�J�S
h is F , 1fi
. T , / -i1
S Cdr „ �J
axs f -e: G
g 20 / /c 7 c;
4
C.,6/ (/ C c sj e 7. a/Ir'
64 RECEIVE* FIRE RESISTANCE DESIGN MANUAL
WALLS AND INTERIOR PARTITIONS, WOOD F -Pr � 2009
• � __
GA FILE NO. WP 3343 _ PROPR G AR D s lL 1 HOUR 45 to 49 STC
• . GYPSUM PANEL PRODUCT, WOOD STUDS
�U1LllING F T FIRE SOUND
One layer 5 /a" propri gypsum panel product applied parallel to each side of 2 x 4 wood
studs 16" o.c. with 6d coated nails, 1' /8" long, 0.0915" shank, 1 /4" heads, 7 o.c.
Joints staggered 16" on opposite sides. Sound tested with 3 glass fiber insulation friction - )' , ;
fit in stud space. (LOAD- BEARING) ' \ /
• PROPRIETARY GYPSUM PANEL PRODUCT
Temple- Inland - 5 /8 "" ComfortGuard Sound Deadening Thickness: 4
Gypsum Board Approx. Weight: 7 psf
Fire Test: ITS 3152726, 9 -8 -08
Sound Test: OL 08 -0905, 9 -3 -08
•
GA FILE NO. WP 3360 I GENERIC 1 HOUR 45 to 49 FSTC
GYPSUM WALLBOARD, WOOD STUDS ,
FIRE SOUND
Base layer 3 /s gypsum wallboard or gypsum veneer base applied parallel to each side of
2 x 4 wood studs 16" o.c. with 5d coated nails, 1 long, 0.082" shank, 7 /32" heads, 12" i 7 •
•
o.c. Face layer 5 /8" type X gypsum wallboard or gypsum veneer base applied parallel to \ / �
11 i '
each side with 6" wide strips of laminating compound combed along edges and , / r /'\
intermediate studs and 6d finish nails, 2" long, 0.0915" shank, 0.135" heads driven at
45° angle 24" o.c. at intermediate studs. • i
Joints staggered 16" o.c. each layer and side. (LOAD- BEARING)
Thickness: 5 /s"
Approx. Weight: 8 psf
Fire Test: UC, 2-4 -65
Field Sound Test: ACI 7- 1152004a, 12 -21 -64
•
GA FILE NO. WP 3370 1 GENERIC 1 HOUR 45 to 49 STC
• FIRE SOUND
GYPSUM WALLBOARD, WOOD STUDS
One layer 5 /e" type X gypsum wallboard or gypsum veneer base applied parallel or at right i ,
angles to each side of double row of 2 x 4 wood studs 16" o.c. on separate plates 1" ; \ / •
apart with 6d coated nails, 1 long, 0.0915" shank, 1 /4" heads, 7" o.c. i X \ Joints staggered 16" on opposite sides. Horizontal bracing required at mid - height. (LOAD -
BEARING) r r
■ \ \ / \
Thickness: 9W
Approx. Weight: 8 psf
Fire Test: See WP 3605
(UL R1319 -4, 6, 6- 17 -52;
UL R2717 -39, 1- 20 -66;
UL R3501 -52, 3- 15 -66,
UL Design U305;
ULC Design W301);
UL R4024, 10 -31 -68
Sound Test: NRCC TL -93 -261,
IRC -IR -761, 3/98
*Contact the manufacturer for more detailed information on proprietary products.
64 GA- 600 -2009 FIRE RESISTANCE DESIGN MANUAL
WALLS AND INTERIOR PARTITIONS, WOOD FRAMED
GA FILE NO. WP 3343 PROPRIETARY* 1 HOUR 45 to 49 STC
FIRE SOUND
GYPSUM PANEL PRODUCT, WOOD STUDS
One layer 5 /8" proprietary gypsum panel product applied parallel to each side of 2 x 4 wood c
studs 16" o.c. with 6d coated nails, 1 long, 0.0915" shank, 1 /4" heads, 7" o.c.
Joints staggered 16" on opposite sides. Sound tested with 3 glass fiber insulation friction
fit in stud space. (LOAD- BEARING) I
PROPRIETARY GYPSUM PANEL PRODUCT ,
Temple- Inland - 5 /8"" Comfort Guard Sound Deadening Thickness: 4
Gypsum Board Approx. Weight: 7 psf
Fire Test: ITS 3152726, 9 -8 -08
Sound Test: OL 08 -0905, 9 -3 -08
GA FILE NO. WP 3360 GENERIC 1 HOUR 45 to 49 FSTC
FIRE SOUND
GYPSUM WALLBOARD, WOOD STUDS
Base layer 3 /8" gypsum wallboard or gypsum veneer base applied parallel to each side of i I . '
2 x 4 wood studs 16" o.c. with 5d coated nails, 1 long, 0.082" shank, 7 /32" heads, 12" / ' 1
o.c. Face layer 5 /8" type X gypsum wallboard or gypsum veneer base applied parallel to ' '
i. ,:>:'
each side with 6" wide strips of laminating compound combed along edges and ; �,, /1 r
intermediate studs and 6d finish nails, 2" long, 0.0915" shank, 0.135" heads driven at ' '
45° angle 24" o.c. at intermediate studs. j ,
Joints staggered 16" o.c. each layer and side. (LOAD - BEARING)
Thickness: 5 /a"
Approx. Weight: 8 psf
- Fire Test: UC, 2-4 -65
Field Sound Test:ACl 7- 1152004a, 12 -21 -64
GA FILE NO. WP 3370 GENERIC 1 HOUR 45 to 49 STC
GYPSUM WALLBOARD, WOOD STUDS FIRE SOUND
One layer 5 /e" type X gypsum wallboard or gypsum veneer base applied parallel or at right
angles to each side of double row of 2 x 4 wood studs 16" o.c. on separate plates 1" \ \
apart with 6d coated nails, 1 long, 0.0915" shank, 1 /4" heads, 7" o.c. `,/
Joints staggered 16" on opposite sides. Horizontal bracing required at mid - height. (LOAD- } ,
BEARING) . ,-
i F
1 A
/\
Thickness: 9'/�"
Approx. Weight: 8 psf
Fire Test: See WP 3605
(UL R1319 -4, 6, 6- 17 -52;
UL R2717 -39, 1- 20 -66;
UL R3501 -52, 3- 15 -66,
UL Design U305;
ULC Design W301);
UL R4024, 10 -31 -68
Sound Test: NRCC TL -93 -261,
IRC -IR -761, 3/98
*Contact the manufacturer for more detailed information on proprietary products.
64 GA- 600 -2009 FIRE RESISTANCE DESIGN MANUAL
WALLS AND INTERIOR PARTITIONS, WOOD FRAMED
GA FILE NO. WP 3343 PROPRIETARY* 1 HOUR 45 to 49 STC
• FIRE SOUND
GYPSUM PANEL PRODUCT, WOOD STUDS
One layer 5 /13" proprietary panel product applied parallel to each side of 2 x 4 wood ;
studs 16" o.c. with 6d coated nails, 1 long, 0.0915" shank, 1 /4" heads, 7" o.c. — -
Joints staggered 16" on opposite sides. Sound tested with 3 glass fiber insulation friction \?,:! i.
fit in stud space. (LOAD - BEARING) ! / \
• PROPRIETARY GYPSUM PANEL PRODUCT
Temple - Inland - 5 /8 "" CorrSfortGuard Sound Deadening Thickness: 4
Gypsum Board
Approx. Weight: 7 psf
Fire Test: ITS 3152726, 9 -8 -08
• Sound Test: OL 08 -0905, 9 -3 -08
GA FILE NO. WP 3360 GENERIC 1 HOUR 45 to 49 FSTC
GYPSUM WALLBOARD, WOOD STUDS , FIRE SOUND
;
Base layer 3 /a" gypsum wallboard or gypsum veneer base applied parallel to each side of
2 x 4 wood studs 16" o.c. with 5d coated nails, 1 long, 0.082" shank, 7 /32" heads, 12" I \ r
o.c. Face layer 5 /a" type X gypsum wallboard or gypsum veneer base applied parallel to i j \\// ;
each side with 6" wide strips of laminating compound combed along edges and / \ / ,
intermediate studs and 6d finish nails, 2" long, 0.0915" shank, 0.135" heads driven at , • •
45° angle 24" o.c. at intermediate studs. I '
Joints staggered 16" o.c. each layer and side. (LOAD- BEARING)
Thickness: 5
Approx. Weight: 8 psf
- Fire Test: UC, 2-4 -65
Field Sound Test:ACI 7- 1152004a, 12 -21 -64
•
GA FILE NO. WP 3370 I GENERIC 1 HOUR 45 to 49 STC
GYPSUM WALLBOARD, WOOD STUDS FIRE SOUND
One layer 5 /8" type X gypsum wallboard or gypsum veneer base applied parallel or at right 1
angles to each side of double row of 2 x 4 wood studs 16" o.c. on separate plates 1" I \ /'
apart with 6d coated nails, 1 long, 0.0915" shank, 1 /4" heads, 7" o.c. i X /
Joints staggered 16" on opposite sides. Horizontal bracing required at mid - height. (LOAD- / \ / \
BEARING) r z ?
\ \'
/ ,
. I■
/'
Thickness. 9%'
Approx. Weight: 8 psf
Fire Test: See WP 3605
(UL R1319 -4, 6, 6- 17 -52;
UL R2717 -39, 1- 20 -66;
UL R3501 -52, 3- 15 -66,
UL Design U305;
ULC Design W301);
UL R4024, 10 -31 -68
Sound Test: NRCC TL -93 -261,
' IRC -IR -761, 3/98
*Contact the manufacturer for more detailed information on proprietary products.
RECEIVED
Nov 2 0 no PORTLAND
(503) 221 -1475
• Stieelyteen/ g c - , YnomiciarGTIGm'D
VANCOUVER
DIV N t3so) 256-2300
FAX #
6302 N.E. 127th Avenue, Vancouver, WA 98682 -5819 (360) 892 -0017
Customer: Kennedy Restoration Delivery Address Our Job #
Bid Date: 11 -10 -09
Matt Hardy- 503- 519 -7569 7590 SW Spruce St Salesman: Joe Paddock
Scott Evans- 503 -234 -0509 _ Tigard, OR 97223 Cell #: 600 -2122
Cell: Del. Date:
Telephone: PO#
Fax : Framer Name Credit:
•
Email: Phone: Prepayment:
Plan# Top 2x4 Bottom 2x4 Web 2x4 Roof 42#rl
Chord Chord Load
"New trusses for duplex" Wide
Load
Overhang
Number Type Pitch Pitch Span #1E #2E Remarks Total
> F.O.B Jobsite crane truck unload. Site must be sufficiently Vents incl
clear, accessible and stable for crane truck to set trusses on B locks incl
plates. Not responsible for mud on streets or damage to H2.5 clips incl
curbs. Customer responsible for towing charges.
> CRANE TIME 1 Hrs. Additional hours will be Hangers
charged at 125 per hour.
Evergreen Truss Co., Inc.
By:
Authorized signature hereby approves above bid proposal Sub Total: 2,578.00
for prompt processing. I have read and agree with the Payment is expected
terms and conditions. as per terms and Tax:
Authorized BACK CHARGES Total:
Signature:
All past due accounts will be charged 1.5% per month without prior written % Disc.:
(18% ANNUM) plus all collection and attorney fees. approval b y Total:
Evergreen Truss CO. �
QUOTES VALID 10 DAYS ONLY will not be allowed. Terms: 1 % 10 of month
2% Prepay
y /1
KENNEDY RESTORATION
42 #RL
5/12
2 OHP 12'-g D.C. SPACING]
4
S S ' -E
E 4'-E'
...
111.1.1.11
E l ill i
tr ,,,
'
PRI
AiL. 1111111111L. . , r 12 111,4:
.... ■,
P __ UkUI
111 ■•■I \. I•up,�■■i■h
I Q I M_
j I at
N N
L# st i ir
I MOM
\ s�rrr�
24' -1 5/E'
28' -1 1/4•
® Copyright CompuTrus Inc. 2x05
9UILDER: ISSUE DATE ABOVE PLAN PROVIDED FOR TRUSS
11 /10/09 TRUSS CALC AND
ENGINEERED STRUCTURAL
PROJECT TIT1 E
REVISION - DRAWINGS FOR ALL FURTHER
INFORMATION. EGI R OF RE 5=66 Co.. L7jyc
, 1722J KENNEDY RESTORATION -P DESIRIENG FOR NON -TRUSS ULDING RECORD �:IUCh
RESPONSIBLE FOR A
PLAN DRAWN BY: REVISION TO TRUSS CONNECTIONS. MELDING 6302 N.E. 12710 Avenue_ Vanrauvur. WA 98662.9519
- l CHECKED BY. DESIGNER/ENGINEER VIIEW A AOVE OFFA TO • Vanc. (360) 256 -2300 • Port. (503) 221 -1475
DELIVERY LOCATION :: ( SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION
. •
Fax (360) 892-0017 • evergreentruss @yahao.com
3/32° = 1'
All designs are property of Evergreen Truss Company. All designs are null and void if not tabricated by Evergreen Truss Company.
IIIIIII Inis Ges>,gn prepareu TFUUI GuoupJu 1tIfrUL „y
J.P.; EVERGREEN TRUSS CD INC
•
IMBER SPECIFICATIONS 24 -01 -10 DUTCH SETBACK 4.00.00 FROM END WALL IRC 2006 MAX MEMBER FORCES 4811IGDF!Cq'1.25 TON
2o4 DF 4I88TR LOAD DURATION INCREASE • 1.15 (Non -Rep) 1- 2=( -25 48 2. 8=1.491 3224 3- 11.(-724 138
214 OF 418BTR 2. 3.( -3594 BO B- 9= 0 2165 B- 4= 0 1046
:65: 2x4 OF STAND LOADING 3- 4= -3113 0 9. 8= .49 3224 4- 8 =( 0 1046
TO UNIF LL(( 50.0) +DL( 14.0 = 64.0 PLF 0 D.0' TO 24'- 1.6' V 4- 5e -3113 0 9- 5 =( -724 138
LATERAL 5UPPORT c= 12'00. UON. TC UNIF LL[ 50,0) +OLI 14.0 = 64.0 PLF 4'• 0.0' TO 20'• 1.6' L 5• B. -3584 80
: LATERAL SUPPORT a= 12'00. UON. BC UNIF LL I( 0.0) +DL 30.0 • 30.0 PLF 0'- 0.0' TO 24'- 1,6' V 6- 7 =( •25 49
!ERRANDS: 24.0' 24.0' IC COHC LL( 100.0)+0Li 26.01. 128.0 LB5 @ 4'. 0.0' L
TC COHC LL( 100.0)+01.1 28.01= 1 LBS 0 20'- 1.6' L di 0 PROFF BEARIN MAX VERT MAX HORZ ORO REQUIRED SRO AREA
•*.5x3.4 or equal at non. structural •SX ss1 LOCATIONS -94/ REAC 123/ REACTIONS SIZE' 3 05 (SPECIES
artical members loon). LIMITED STORAGE ORES NOT APPLY DUE TO THE SPATIAL �� � �-7." ...-1,e
� OF ( 625
C ' O� 24'- 1.6' -94! 1907V -1231 123H 3.50' 3.05 OF ( 626
REQUIREMENTS OF IRC 2000 AND IBC 2006 601 BEING MET. C7
mnector plate prefix designators: kr
,CN,CIB,CII18 (or no prefix) = CompuTrus, Inc BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP ; , • MAX LL DEFL - 0,018' (Ll1330) @ -2'- 0.0 11120 = 17.200'
N20HS,MIBH5,116 = MiTek MT aeries AND BOTTIIN CHORD LIVE LOADS ACT NON - CONCURRENTLY. G /!,�, MAX TL DEFL - - 0.023' (1!1046) 0 •2'- 0.0' L190 = 0.267'
' �, MAX LL DEFL = •0.149' L11896 @ 15'- 10.3' L1240 a 1.178'
•
e Of2EGQN A� MAX TL DEFL = - 0,236' Ll1197) @ 15'• 1 11160 = 1.570'
IIII
MAX LL DEFL = .0.01B' 111339) 0 26'• 1.6' L!120 = 0.200'
�� h V MAX TL DEFL = •0.023' (111040) Al 26'• 1.6' L190 = 0.267'
. 0 ` �� ER G' ¢ MAX NOR1Z. LL DEFL = 0.055' 0 23' 10.1'
rr R C P� MAX H0RI2. TL DEFL = 0.086' 0 23'- 10.1'
11110/0' Wind: 110 mph, h'15ft, TOOL= 4.2,BCOL =6.0, ASCE 7 -05,
Enclosed, Cat.2 Exp.B, !MFRS,
12 -00 -13 EXPIRES0-112131109 interior zone, load duration factor'1.6
•
6 -04 -08 5 -08 -04 5 -08 -04 6-04-08 S
12 Evergreen Truss Co. Inc,
128k i 12 6302 NE 127th Ave.
5.00 M -4x5 ' 5.00 Vancouver,wa. 98682
4 5.0"
o�
HORIZONTAL L TY INLETS
M -1.5x3 M -1.5x3
-11:411111, IllokIlibr:_
.........\-.. --...-.....
r ■■111111.• ■ .
Lo �i o
o e
LyIK
° flM -417 M -4x4 M- 3x6(S) M'4x4 M -4x7 °
•
f L
8 -03 -05 7 -07 -01 8 -03 -05
t. 1,
10 -00 14 -01 -10
1 y C _.,
2 -00 24 -01 -10 2 -00 :,► w as ' , •
JOB NAME: 1722J KENNEDY RESTORATION -P - Al Stale: 0.2787 2 � I f..4/ � A y .
WARNINGS: GENERAL NOTES, unless olhorwan noted:
1. Builder and oreedan contractor shook! bit advised at all General Notes 1. Thin buss denIpn to adoqunte for the design omemalers ahawn.Roviaw ., • " e.
Truss : Ai and Wmninge belae construction mmmencee. and approval Is the reaponsihlllly of the Wining daelgner, not the _
Watts mil'.: ' I
2. 214 compression web bracing must bit installed Where Wpm.. +, Was aealgnor m taus onglneer. �".. a
domortm such as lempam and nam,arom braced 2. Design assumes the top and battem atts to be lateraly braced al .l - t p7 1
3. All !sterol force nnctcnr
0 ry 2' oz. and 01112tm rasperli.ely unless bred thmughwt lhnbl le by
DES. BY: MJ ctubEly bracing must be daelgned by deafens" at complule structure. mamma ehealhirg such an plywood shenthin0{TC) and/or drywall (BC). 17778
DATE: 11/10/2009 CanpuTnis aceumo rasponafalllly for ouch bra deg. ]. 21 Impact bddging an Miami toeing inquired Wore shown ++
4. Na toad should ba applied to any component until (Aorall bracing and 4. Installation of !runts the respanelhdlty of the mepn alba canuactar. o, al
SEQ .: 4422627 Meaim:ore are complete and In no limo should any toads gutter than 5. Design assumes lmeaes am to ha used In a nen.cormetve anvflanmard. A •�
dsslgn ton be applied to any component. and am for 'dry
full be r of use. 0/010
TRANS ID: 273413 S. CompuTnm nen no contnd war rind aseu mom no responsibility tar the 6. Design aaaumee full bearing elf supports shown. Shim or wedge It
nuwury. K' r i t 1•
fabncnuon, handling, shipment rind Inalailation of Gamow matt. 7. Design =ulnas adeduata dminoga la pwidcd.
6. Thin doelgn Is furnished subject to the IlrrdtaUcns eel forth by B. Plates shed bn Wooled on both faces of truss. and pled eo thoir cantor
Ili101`111111ll1 lll��111111uf 111111111 CGmpuTnls,In SGNware7.5.2F {1t. )-E upon request Ie0 lines coincide �pMaild rymmkjps one f:SR- 2529(CompuTms) EXPIRES 6/10111
III This design prepared from computer ,input by
J.P. ; EVERGREEN TRUSS CD INC
IMBER SPECIFICATIONS TRUSS SPAN 24'• 1.6' IRC 2006 MAX MEMBER FORCES 4WR!ODFICq =1.25 TOM
214 OF 01&11TR LOAD DURATION INCREASE = 1.15 1- 2=( •25 49 2- a= •243 1752 3- B= •398 143
254 OF #16810 SPACED 24.0' 0,0. 2- 3 =1.1975 203 B- 9= •149 tt46 6- 4= -15 614
!OS: 2x4 OF STAND 3- 4.1.1728 203 0- 0= •243 1752 4- 9• -15 614
LOADING 4. S'( -1726 203 9- 5 =1-399 143
; LATERAL SUPPORT .. 12'OC, UON. LLI 25.0)ADL( 7.0) ON TOP CHORD = 32.0 PSF 5. S =( -1975 293
: LATERAL SUPPORT <= 12'0C, UON. 0L ON BOTTOM CHORD = 10.0 PSF 6- 7= •25 49
TOTAL LOAD = 42.0 PSF
1ERHANGSt 24.0' 24.0'
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL BEARING MAX VERT MAX HARZ ORO REQUIRED ORB AREA
annector plate prefix designators: RECUIREMENTS OF IRC 2006 AND IBC 2006 NOT BEING MET. LOCATIONS REACTIONS REACTIONS SIZE 50.IN. SPECIES
CN C1B (or no prefix) = ConpuTrus, Inc 0'- 0,0' -1071 1142V -1231 123H 3.50' 1.63 F ( 625I
,M2&HS,MIOHS,N16 = MiTek NT series BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP 24'- 1.6' -187! 1142V -123! 1230 3.50' 1.03 OF ( 625
AND BOTTOM CHORD LIVE LOADS ACT HON•CONCURRENTLY.
Wind: 110 mph, h =15ft, TCOL =4,2 BCOL =6.0, ASCE 7 -05,
Enclosed, Cet.2 Exp.B, IGWF'RS,
interior zone, load duration factor -1,6
12 -00 -13 12-00-13
' 1' 1
6-04-08 5 08 04 5-08-04 6 -04-08
! i T �Q'�p PROFfr9
12 2 t
12 5.00 M -4x5 �:I5,00 6- AG1NF Q
4 a ' T
;e
1W d ` OREGON �°
U -1.5x3
M 1,5x3 Q �BERu' 1 0.
frllal o 2- R. C P -
I EXPIRES 42/311091
o r.1 68 - Km_ ca
S. Q
° M -2.5x6 M -2.5x4 M- 3x6(S) M -2.5x4 M -2.5x6
3' 1, )• y
8 -03 -05 7 -07 -01 8 -03 -05
) J. y
10 -00 14 -01 -10
I L 3. 3.
2 -00 24-01-10 :.:::. , 2 -00
�p
WAS j� 4 r . ,
JOB NAME: 1722) KENNEDY RESTORATION -P - A2 Scale: 0.3163 ,`` ''
WARNINGS: GENERAL NOTES, unison atmrwuenaled: W I' i T Q ,...
smarm 1. Builder and smarm contractor should he edvisad a1 an Gomm! Nees 1. This truss nankin Is adequate fix Oa design paramelers shown. Review :i 00 y 1 r t • x `
Truss: • A2 and Warnings talons consWdfon commences. Slid approval In the responsibility d In building doslgnes', not no
- •
buss Miasmas or Inns p a nd bdhrm chards to be loterolly nor. '
2 ,
compression web bmdrry must ha lrolallmd whale chain �• algrs asaumee Ihm lop and f- ''
3. NV laloral hone melding lamenhI each as temporary an pemonsm 2. 2' braced of 'p '
tl fm 7 2' o n. end al l P a.c, rsspedNOly unless braced Ihmughmll thsa len th by • OPe
0E5. BY: MJ slnhlflry bra dig mull to desipnod by designer al templets structure. continuous shesalhlnp such na plywood ehenlhingITCl andtordryvmlldIC). if r!: 1V4iii "
DATE: 11/10/2009 CompuTnm assumes no reeponeiblity far Such tend rig. 3. 21 Impad bridging or lotaral bracing requIred wham shown is +
4. No load should ha applied to any component unlit age an Mining and 4. Initials llon of Was In the respanolblllry of We respuctlw contractor. 17! Q
SEQ. : 4422105 faalenors era complain and atnsltme should any loads greotorthan 5. Designnwun, esSwainsarolohausedleanon 'eonoiwowwhmnment, + ,E.,_17778
� •g kS 7
design loads be moiled to any campanant. and one fnr'dry condition' at use. 4 id
TRANS ID: 273368 5. COmtuTrun has no control ever rind assumes no raspanslblldy for the S. Oaemsieneaeesry. cumes full hearing aloe supports Omer, Shim or ago II a
nIONAL�S . ': E. T
labdcenan, handling, shipment and insulendmn of components. 7. Benign assumes adequate tlminaga II podded.
Ms design Is furnished sub)enl Si Ms Regall ens sal kph by 8. PIniao dos ha located on both fame of trans, and pinned co Mel. cantor /1. /Q J
IIII H limp III design 1 0 ' , : � .�- ;,:._a:- 'tt`��..
IIIIIII�II IIIIIIIIIIIV1 I Ill) C ampuTfus, Inc. nc Software7 5.21(1L )-E icon mimed- EsconS� connector 1 ad,n nsa salmis I �xplRE.r� 6/10/11
111
J.P.; EVERGREEN TRUSS CO INC• -
IRFORCES 419RIGDFl 24 TOM
20-01-04 DUTCH SETBACK 4-00-00 FROM END WALL OR Z2 1 - 2- 8 2fi 3- Cq"i. O M1
3ER SPECIFICATIONS G 20D6 MAX X MEMBER 1.
LOAD DURATION INCREASE = 1,15 (Hon•Repl 2- 3= 2 92 2. 9 ° {- 2635 3- 4 = { [ l 0 1 2 1
2x4 OF 6168TR 3- 3= -2552 1 735 0- 4= 0 6 49
2x4 OF STAND LOADING 4- 4= -2552 0 9. 5= -580 121
•
S: 2x4 OF STAHU TC UHIF LI) 50.0 fDL( 14.0)- 54.0 PLF 0'• 0.0' TO 2D'- 1.3' V 5. 5 gZ
TC UNIF LL( 50.0 +OL 14,0)= 84.0 PLF 4'- 0.0' TO 16'- 1.3' L 6- 7 =( •37) 42
LATERAL SUPPORT 4 = 12 BON. BC UNIF LL( 0.0� +OL1 30.0)= 30.0 PLF 0'- 0.0' TO 20'• 1.3' V
LATERAL SUPPORT �= iZ'DG. U.N. MAX NERT MAX 110RZ BRG REQUIRED ORG AREA
TC GONG LL( 100.0) +0L( 28.0)= 128.0 LES 14'- 0.0' l BEARING RHANO5; 2A,0' 24.0' LOCATIONS REACTIONS REACTIONS SIZE REQUIRED ISPEGIES
0'- O.S' 100 1IONS 10 R1 IONS S 50.1 OF (
5x3.4 er equal at non•strut10ra1 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 20' 1.3' -1001 1568V -1071 10TH 3.50' 2.54 OF ( 625
•tical members Ion). LIMITED OF IRO 2066 AHO IBO 2006 NOT BEING MET,
medbr lala prefix prefix) . Coa: max LL OEFL = - G•O18' (Lf1339b 6 -2'• 0.0' L(120 = 0,200'
pp MAX SL OEFZ ° .0.023' IL1164 ) @ •2'- 0.0' LIDO ° 0.267
B2 C S,MIONS (or nu pre s Cpnpuirus, Inc AND B CHORD CHECKED LIVE Eon RS AC LIVE LOAD. TOP MAX LL DEFL • •00102' L123A2 @ 13'' 2.1' L = 0,270'
N21)H5,1118HS,1d = MlTek Id series AND BOTTOM CHORD LIVE LOAOfi ACT NON-CONCURRENTLY. MAX IL DEFL = - 0.169' L11473 @ 13'. 2.1' L/180 = 1.301'
M MAX L TI DEFL = .Q.023'�(L/1046) @@ 22'-
22'- 1.3' 13' L/120 (90 • 0.267'
MAX HORIZ. LL DEFL = 0.037' @ 19'- 8.8'
MAX H0R1Z. TL DEFL = 0.050' 5 19'• 9.8'
Wind: 110 mph, h =16ft, TCOL =4,2,BCOL = ASCE 7-05,
10 -00 10 Enclosed, Cet.2 Exp.O, MFRS,
10 -00.10 interior zone, load duration factor =1.6
5-04-07 4 -08 -03
•
4-08•03 t28� 07 Evergreen Truss Go. Inc.
12
1284 s,DD 12
M 4x5 6302 NE 127th Ave.
4
s.DO c Vancouver,wa.
88662
4 .a
M - 2.5x4 TYPICAL AT 19-1%4 HORIZONTAL INLETS.
_atit
M -1.5x3 µ 1 .5x3 ���E0 PROFESS _Aid
o
- llip • OREGON g +°
T M� 1•� o
o 0 M 3x4 NI -3x8 OT Q-
c+ Fd -3x8 M -3x4 MHS 3x10�S} T
NI IOI D '
d - 8 -11 -03 EXPIRES 12131109
6 -ti•03 6 -02 -15
6 -01 -04
2-00 20 -01 -04 2-00 • ''��°
Sca: 0.3159 T SW: "' t
r9 -
JOB NAME: 1722) KENNEDY RESTQAATIOH•P • B1 GENERAL NOTES, unlessmhvwisanoted: -'" '
WARNINGS: design le alo tar the design ppammetaro shlrrm. ew ,
Drys AL NO ign l e m laqual bt ar the d e ign O ng designer, not the �' +
1. Builder end brpadon contractor should ba advised at all Gaxml Kolas 1. 'hues buss 1 9^ Bde4u . 1' _ 0"'..
and Warnings balm construction mmrtranme. Ortega assn designer Os s lap an boo
_ 2. Daslgn eessanee the lap and bottom chards to be labially braced t � 177 r c• e •
T
russ: BI Z2s4rmrnP�ehnweb bracing must ha installed whsrsyurwn +. 2. coo_ a nd at 10 o.c. reapatlwey unless hmand Ihmughoul thenlh by � , .:
]. All b 1 l ityt Imes must ba d signed bydaslami ul complete strucuae! continuous d.enlhdng such as plywood aheatldngIT l andlor drltlRC). , _.- y j. • atrlhley bra
BV' MJ 4. In talpe a n o or late ral ponsib required map 0 tames + 11 / 10 / 20 Campania Ma a n a mason elhaly f ar such bredrg. ' 6. Dae n assumes Iman are to be road In enn•cnrrrsive envnent l �N 4. No load aauid C a pied to arty eamPenanl un J Whoa bracing mid A. Inetlleliml d Innis taus r a brade ty al the rempndiu ran , f endae dry caadWan'aluw' rI+ IO i- i 1 tt ' ' laotenon ere r artrp iam and al no bma ehadtl nny loads greamr Ihin a s oy gn a or dry fl hea M all pup Sldm or we H design loads bs opplled tb nny co S. Cam , sh rermdaa 0 U m a 5narePana . mrlh Dul a a ',isprovided. thhisd hlt ish ed aubjoedntarthe !Imtataiootatforih . S. Plat e■ shall betocatodonbothtaresa tues, andpladsolhmnler EXPIRES sr1all 6. Thh dseipn h Fasubject to the Ilmlliom sal t° W seat a with jlnt abs i nr ch TPINYTGA M 6661, aoplacd which wW ba hunlehotl upon request. a. Chem indlcde el 5plum to MiTal ,Inc.Sasta%re S a aM,n E �e 160•2528(COmps)
,J.9.i EVERGREEN TRUSS C0 ING' •
11111 S q�1.25 TEA
TRUSS SPAN 20'• 1.3' 1. 2= -1825 R8 2- BF •18 S 1428 3. 4= 6.1.251 112
DER 2x4 SPECIFICATIONS R 2006 MAR MEMBER FORCES 4Wf1l6DF1C
LOAM DURATION INCREASE D.C. C 1.15 2- 3 15 231 8. 9p -11 943 8. -7 117
4 F 8198TR SPACED 24,0' DC 3- 4= -1415 158 9- 8 =� -1881 1428 $ 5x.321} 1t2
2x OF 4- 5= -1415 158
2x4 OF g1587R LOADING 5. 6' -1655 231
5: 2x4 OF STAND 32.0 PSF 6- 7= 2 5 49
TOTAL LOAD ° 42.0 PSF
1L{ 25.0) +DL(( 7, BOTTOM CHORD = 12.0 PSF
LATERAL SUPPORT <= 12'OC. UON. TOT
LATERAL SUPPORT « 12'OC. HON. BEARING UAx VERT MAX ADS! 550 REOUIREb BRG AREA
24.0' LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL • LOCATIONS A vEHNS REACTIONS SIZE REOUIR (B RG ARE
:Rector: 24.0' REQUIREMENTS OF IRC 2006 AND IBC 2006 NOT BEING MET. o' C . o.1:1' 10 R! 572V -107/ E 10NS S SIZE 1.. OF l 625
niec( plate prefix designators: - Con 20'• 1,3' -1641 572V -107/ 1 3.50' 1.56 OF ( 625
CII C18,CN10 (or no prefix) = Compu7fu5, lnC 50p18 CRGAD CNECI(ED FOR 16P &F LIVE LOAD. TOP Y2bHB,IS1eHr,Y18 • ui7eA u7 series AND 007700 CHORD LIVE LOADS ACT N0N•CONCURRENTLY• Wind: 110 mph, h =15ft, TGOL =A,2,fiC0L,0, ASGE 7.05,
6nciosod, Cat.2 Exp.5, t'HFRS,
interior zone, load duration ioctor'1.5
1D -00.10
10-00-10 5-04-07 , � Q ,>LO PROF •
4-05-03 4 06 03 . c .
5-04-07 �- �� �'t
• 12
12 M -4X5 Cr
5.00 G' 4 .i. •G "(41
111` o OREGON �� ,� .
� 0 • �• O
M 1 .5x3 T T R. GP',
M -1.5x3 1!j /GjD)
......iiiiiiiiiii ' EXPIRES f2r31!09:.
12
vs- . 6 8 M -3x4
g M -2.5x4
•
f.',' !d -2.5x4 M- 3x6(5)
•
o M -3x4
6 -it 03
6 -02 -15
6 -11-03 6 -01 -04
2-00 14 -00 2 -00
20 -01 -04
P
;. 1 - C.r � i,�
�. aF NNASfi Q .:
Scale: 0.3859 " A,� �� ���.
JOB NAME: 1722) KENNEDY RESTORATION•P • 82 GENERAL MUTES, edam e°1°^"se rmmd: rv1
nlmelam mown. RaWew .�
1,
WARNINGS: Dul s ons responsibility f for de design am designer, •'f ;,:.'
end epp'ovIT nest.
1, eullder and erection contractor ehoutd be advised General NOlee 1, TMs truss design is adequate fsr the dadgn pa ,Y -
any Warnings aebre construction commences. Resign designer as the lop engineer.
tG :?•- �', � I i •
,on web bracing must Pe Installed wham shown s. 2. Resign enemas
the •
lop:ad b�ddrm bee braced lfnouQhout llretrSergd+fi' t. ' ma
• Truss: �2 Z AA lateral to and permanent 2'a,n, and nt 1tl'os moped tY &hen throughout
CJ anrlfar tirywa99C1.
7. AO Ial ity low residing designed such e temporary
mmp structure. continuous eh °Milne ouch o■ plywood ImowDIT )ands' • .4, ,, 17778 DES. 9Y / f stability rus as must be responsibility n si by g 3. 2a Impad bridging or lateral bredng cop° respective contractor. . ? J �i■tS[ 18�
Campu7 o should he applied a to an c Par u bracing. DATE' 11 4 T D / 20 4 . No load ahauM he le to any component until °der all bracing and 4. . U � m ° w �� ° n TP be u°etloina° rmeko °nvlranme d
l aslenan ma complete complete and 01 no time ehad any loads eros
ldarl }con end am ...11Miiibes of tma. �tl►1 • e. Ue■ nesum lull be atpll t°IPpo� drown. Shimarw°dg °II al!►a!
5EQ .: 4422) 07 nmd. !11 /0 G y
deign tondo b° oppltod to enymmpo In ewidod. � ...� ..j
TRANS ID: 273368 S. Crimean! hoe nnconbpt and ne°umee na reapmmtuNny la 1ho "em°8t �aumee adequntddaaage
vhdetlar handing, eldpment and ur■ 'line altana Ballwin n by T. Design p
E This dnsi pn to furnished suhlect a the 'lineations B. Plana nhall bn locolatl an bgh}acac °I Wss• and Ptaced so Char cantor
Ma■wind oty l dntmnar ono°. EXPIRES 6/10/11
111111111�1� 111111IN111141111 TP Mm I Inc. oft are .5.29(1L)- E Won rmtusnl 0 � indlma will ho furnished
11111111 10 =ask 3t1 E5 LlOB 1 eb) asea ESR •2529 (Corn puTrue)
CampuTnls, . Software 7.5.ZF(1L) -E
• Il1111 ' ' J.P.; EVERGREEN TRUSS CO ING
�4 D PROP . Wind: 110 mph, haiSft, TCDLn4.2,BCOLn6.O, ASCE 7 -05,
IBER SPECIFICATIONS DURATION SPAN 24'- B.2' mg.,_ Enclosed, Cat.2 Exp.B, WAFAS,
LDAO DUSPACED I24R0ASE a 1.15 interior zone, load duration factor =l,6
2x4 DF N1d0TR SPACED 24.0' O.C. ��°✓ �G1MFF
2x4 OF A168TA Gable end truss on continuous bearing wall.
LOADING w ' 1 4 'Q Gable or equal typical at Stud verticals.
LATERAL SUPPORT 4e 12'0C. LION. LL( 25.0) +OL( 7.0) OH TOP CHORD n 32.0 PSF �. U-1 o r Coapu7tys calla ast de car
LATERAL SUPPORT x= 12'0C. LION. LL) OH BOTTOM CHORD a 10.0 PSF • t • . f �� � co0plete specifications.
TOTAL LOAD a 42.0 PSF (/'', '�
inector plate prefix desiggnators:
:N,C1 aNN1BH5, (or n serleyuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL V • OREGON h
REOUIREMENTS OF 1RC 2006 AND IBC 2005 HOT BEING MET. C t .�ch
BOTTOM CHORD CHECKED FUR 1OPSF LIVE LOAD. TOP
Q RERC3 O
0 AND BOTTOM CHORD LIVE LOADS ACT NON - CONCURRENTLY. T�. R- G P � �
1111Q/Q. '
I EXPIRES 12!31109
12 -04 -10 {
12 -04 1D
{ 12
12 61 X15.90
Ili .
5. 00 /f�
i' -4x4
1, r
c '�IIIi1III,1' 1 1 o
o M- 3x8(S) M -2.5x4
M -2.5x4
t. 14 -09 -04
1. t• 24 -09 -04 ;t• C
2-00 ore � ti wA 4!...n.„,,
A. 40 , ,, ° t :
Scale: 0.3285 ', � . r± . Q
JOB NAME: 1722J KENNEDY AESiORATIOH•P - C1 h '
OENERALHOTED, unress (Shanties Wed: , ` .. .
1. adder
ndW Warnings sbe con adoren co be adadvised al: GenefelNIXee I. end np rresp mtbaay of the building insigne signer. nal lh e� l ., ...
M Waringe balam eonstrucUon eommen truce designator bun embitter.
2nd 1�:'.T• . .
Truss: Ci 1 a
T. w aP mdo° web bracing swot ho fnemlled where shown *, y Oselgn nd a l 1 ' the [op and bellom ihm to bo (eternity b raced at 1 i 7 8
3. All enteral farce resisting elements such
es temporary and permanent 7 o n and al 1G. o.t: renpadkvety unities le IIIIO andlal d° ��
DES. BY: MJ inabiUlybracing must ha designed by doNOn or of Complete structure sanlinwue eheothing sash as plywood e nd whore elwwn+ ar
11 / 10 / 2009 CampuTan aesumen no reea°ndbllay for such bradnd. 3, L impact Waging or Wool bracing �ng m ot Me mopad cord/actor. nr• 414015159.V..'
DATE: 4. No land should be applied to at as aanr nant until alma alma bmdng and 5 . Installation gn b6 throe was°e °� lobe na In a rnapo rm°wo environment. s1G� x t
S'E{�, : 4422108 faslonere w p and al no eras shank any leads 0r°atMg1p^ and for *dry wndnbn'oi Ue °• rts shown. Shim or wedged tlI /OiD,, a1s+'
design leads be arty mmPaassd. 6 Design assumes full bearing Nan wpib f . <.. - : :
TRANS ID: 273368 5. design hods hen mntrataver and teatimes no mapaneaxaty fai 116N136331. l
handling, pn adgn assumes adequate drainage is rovided.
Tabs design np, a Imla n Co nenta. 7. D
{�` Il gI II IryI 114 I` 6. 'Ms dealgn is lumtahad noblest m the IlrNlsaone eel forth by S. Mates with �° ra�nler lnftm� bum, and placed so their cantor EXPIRES 6118111
I 1111�� 11 {1111lll CO TPIRITCA
s In MOON 31 which
7 5.2F upon request. 'p.p basic i11.E9R -1090 (�lA Col EXPIRES saes F�Fl•2524(ComPuTrus)
I ���� J.P.; EVERGREEN TRUSS CO INC
4
R FORCES MAX MEMBER WR16DCq =1,2 TC
FI5 N
TRUSS SPAN 24'• 9.2° 1. 2= 25 X9 BE 7a RCE 1403 FI 7e H 48
BEA SPECIFICATIONS IAC 2006 180141 N9 LOAD DURATION INCREASE 1.15 3. 4= -1778 217 8. 6 -275) 1805 4- 4. -31 63 B.
2x4 OF d16BTR SPACED 24.0' O.C. 8- 5= -413) 162
2x4 OF R168Tfl 4. 5= -1779 227
IS; 2x4 OF STAND LOADING 5- 8' -2033 323
LATERAL SUPPORT <s 12'0C. UOU. LL( 25.0) +01) 7. BOTTOM CHORD = 10.0 PSF OL
LATERAL SUPPORT <= 12'OC. U011• TOTAL LOAD = 42.0 POP
_RHANGS; 24.0' 0.0' BEARING MAX VENT MAX NOR! BRG MIRED DRS AREA
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL LOCATIONS REACTIONS REACT19H6 SIZE SO.IR. (SPECIES
010r plate prefix efixx:
REQUIREMENTS OF 1RC 2006 AND IBC 2006 NOT BEING MET. Y -1261 109H 3.50' 1.811 OF 1 825
III 0'- 0.0' .1931 1 20•- 0.0' -1931 1 147 7 55 V -126/ 109H 3.50' 1.66 OF ( 825
CII G18,C1118 (or n0 prefix) ) C = aopuTrus, Inc BOTTOM CHORD ORDGLIV FLO DSPAF LNOE CO REF W ind; 110 mph, h=15ft, TCDL= 4.2,000L =6.0, ASCE 7 -05,
uabNS,MtBHS,uIfi = MiTelt U series AND BDTTDU CHORD LIVE LOADS ACT NON•GOCDAAENTLY. Enclosed, Cat.2 Ezp•B, MNFRS,
interior sane, land duratian factor =l.5
12 04 -10
12 -04 -10 6-06-07
5-10-03 5 -10 -03 •I‘ ✓ • ' •
6 -06-07 12 s
12 •
M -4x5 5.00 w c\- � ,G I N e e . o
5,00 4,D' •((, r
4 •f Y
OREGON g
0 �
T
' °REft e. '. 0-7/ M -1.5x3 Q'
M 1.5x3 T1- R. CP
111/0
EXPIRES 12131109
8 0
� x' 7 M-2.5x4 M -2.Sxfi
Ci
M 2.5x6 M 2.5x4 M- 3Xfi(5I
• 6 -05 -13 •
•
7 -09 -09
8 -p5 -13
14 -09 -04 • 24-0 ft -04
2 - FWAS)J
Scala: 0.3319 `• /T r i • L •
h 4 •
JOB NAME: 17224 KENNEDY RESTORATIP GENERAL NOTES, vnhrts atlbn'^ae noted' GS: I me n degaats for lhb daalan paMmeWrs shown. RAWrrW W Iha tespondbldy of Iha hull IeD doWannr, not fin WemI amtlb r canee oo co m advised d ell General Notes 1. And apperypt s des a
Wdmb +gePafaromnetrucdonmvn+^anaaa. Iruesdeslaneroreuesenpinenr, 2- Pestnn assumes the lap And bottom chorea b be Asteiaxy braced al T F U 5 S : C+2 a nsalsanpd"an14 ouch n t empara7 "a Pamlandnl mN� iee lhln8 w ri pl sh nn a thf et ao dtm e n st ay 6611ybmrMa must be deri6ned by designer al condole structure. ]. c o t i n u ou A hnI Ingsuc ahredwhoeshwm DE5 . B l sh assumes m respan for such Mad 6• nslh1111 al Ihs teapacfiye conhnc4u. ' 2009 S. Dmlan n MMUS Imams are la he used b a nor- rsaodve enuhanmani, bad ahauld be nppxad 10 any eomaonem amll ntler Da bmtlna and 4• tlIDtnnaaan d INea le aw rasp0 Y elunlop& hemplafaonda lnorunnslwuldanylAndegraMarinan And condafon at use, ahmvn.5Ahnowodpe 1i1 ( elpnlonda be npplh anym assul- ndbtll tar the 6. Paden aeaumas full bearing Al alt supports •'°' 14 mp 16m, hasnaebnipmeni andatmumasrorae IY n neI hen uole dm11ia rovNad• is6lion ,bandllna,ednublelandlnlImil leans mmponow. 7. Deetanesetunssadaq EXPIRES 6110 fAllt a dndgnbfut taltotl aahJeCmara lhnxallane set forth b y a ' Ih °el d ° s t d w�fnchae, inl6•,•and pinlYd ea ihAlr panto EXP( TIWTCA In Ems!. aaPlae at v Nlll be fumtshed upon request. e. PIBI 1 mpuTrus ,CAC.SOftvrafOT.S.ZF(1l)E 50ondaarrESA�- 1311m E5R- laan ((N RRewj.eseeESR- 252alcomwTrue>
Mt J.P.; EVERGREEN TRUSS CO INC
` I TRUSS SPAN 24'- 9.2' IRC 2006 MAX MEMBER FORCES 4WR!GOFICR =1.25 TCM
IBER
SPECIFICATIONS LOAD DURATION INCREASE • 1.15 2. 2 .. ( (-2032 . 2 -25
-2 303 B. 9 ' -2521 1 3 • B= 4 11) 6
: 2 x 4 OF ff1TR SPACED 24.0' 0.1,
2x4 OF S1ANDR 3. 4'1 -1778 210 9- 6= •252 1803 4. 9' -17) 632
85: 2x4 OF STAND LOADING 4- 5' •1778 210 9. 5' -411) 148
LL( 25.0) +DL( 7.0) DO TOP CHORD = 32.0 P5F 5- 6 =•2032 303
LATERAL SUPPORT e= 12'0C. UON. DL ON BOTTOM CHORD • 10,0 PSF 6- 7= -25 49
LATERAL SUPPORT �= 12'0C. llON. TOTAL LOAD = 42.0 PSF
ERHANOS: 24,0' 24.0' LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL BEARING MAX VERT MAX HCRZ ORO REQUIRED ORS AREA
1.513.4 or equal at non-structural REQUIREMENTS OF IRC 2006 AND IBC 2006 NOT BEING MET, LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES
rtical meehers (eon), 0'- 0.0' •191! 1168V -128/ 126H 3,50' 1,87 DF ( 625
BOTTOM CHORD CHECKED FOR 16PSF LIVE LOAD, TOP 24'- 9,2' -1911 1IGBV -128! 126H 3.50' 1,87 OF ( 62S
nectar plate prefix deli notars: AND BOSTON CHORD LIVE LOADS ACT HON - CONCURRENTLY. BCOL =fi.O ASCE 7-05,
M2 CSB l16HS (or no prefix) = riesuirus Inc Wind: 110 mph, h'15ft, TCOL'4.2, ,
N2bH5,N18H5,M16 = Miiak Ni series interior, one,2 adpdu MnBS,
interior ions, �oatl duratioon lector =l .B
12 -04 -10 12 -04 -10 I T
6-06-07 5-10-03 5 -10 -03 6-06-07
9.E0 PROF'Ft
12 M -4x5 12 � e 4.. 'P s J Oy r
D 5.00
5.00
4.0
fil° l � r OREGON O A$ ; RE,R 6 M 1.5x3 M -1. iar TR. Gr"- 109
� /1110 01 �1 1 �� -o
At b r� 'f BB 9 0
Or - B M -2.5x6
o M -2.5x4 M -2,5x4
M -2.5x6 M- 3x60) •
} 8 -05 -13 7 -09 -09 8 -05 -13 y
10-00 y 14.09-04
'
2-00 24-09-04 .. 1 +4 2-00
':
h h
� 0 JASJj "'r
ry Scale: 0.3095 r � ��4 C �
JOB NAME: 1722J KENNEDY RESTORATION -P • C3 '
WARNINGS:
e '1
GENERAL NOTES, unlessathengao naiad: • Cr) ' N : -\ Q ' �' `
I. Builder and eradlon mntrndm anoWtl be advised mas Genuine Notes 1. ewe o v msPo 6lety the h lu lnp dne;yrut the � �� ��{//{;; � momm Truss: C3 and Warnings balers mnslmdlon commences. N.rea designer i I, the Puss engineer. • ' l
2 244 Intern web bracing meal he Installed where shown 4. 2. Design assumes Melee end bottom °horde m be laterally lanced at Fc ''
;
3. PA Inte fame reediting end
each as temporary end permanent 2'a.c. and mlPcx. mspadivdy udosa braced lhrcepRuul their length by j =i4 6i51)!, DES. BY: MJ stability bmce+g must he designed by designer at =Wale slrudum. continuous ahoelhing math no plywood sheelh' end /or drytvab/BC)• Plates '
11 /10 /2009 CompuTrus autumns no responsibility bar such tracing. 3. 2x Impact bddging or barrel bracing required wham shown ++ 177 fB
S
DATE : 4. Na bad should be oppxer la any Grepononl unlll after all betting and 4. InstalInstallation at was is the responsivay oldie mapadhve conlmptar. ", _"ae,Ex'i
EQ , : 4422110 w lan e rs ore complain and at no lane aheuld any blade praetor then 5. Ceeten mamma busses are o Ea moil in 0 non•mnostro environment, .. -
ed to any ca enont. and ore Mr condition' cruse.
design bonds be app Y 61 P ansuma6 toll hearing sl NI euppode ehewn. Sham erwedge 11 10 11
TRANS 273368 S. Cempur This Malign Ifarms handling. ed subject m has linehipm and mar and assumes Design for the 6. es 1/ 1410 r1 I AS ` ' t _
ID: aon misn of of com, 7. h a ll be s adequate drainage is provided,
mII ytI`` IuI!Ii u u 6. This gn e famished subld to the a Il Il n tat de one gel et fod enennanu tanh by a, Plates shall be beamed an both fame of tune. and pal cad au *al, runts awe coleckto welhjohrl realer linos.
` I�I IIl���11011U1�11 1111111I 11 CGmpuTrlls, Inc, l Software 7 5 2FI1L E arm mound. tti.f bask ESc o 1, 9R� eelg ieb.1. ee£SA•2520 (CampuTrus) I EXPIRES 6110111 71 In •
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J.F. JP; TRUSS CO INC _•
TRUSS SPAN 24 9.2' INC 2008 MAX MEMBER FORCES 4WR!GDFlCq =1.25 TCU
HER SPECIFICATIONS LOAD DURATION INCREASE • 1.15 1- 2= •25 49 2• 8= -252 1803 3• B= .41t 146
: 2x4 OF 01T SPACED 24.0' O.C. 2- 3= •2032 303 8- B =1 -154 1176 B- 4= -17 632
2x4 OF TANDR 3- 4. -1778 210 0- 6 =(-252 1803 4- 9= -17 632
BS: 2x4 OF STAND LOADING 4- 5= •1778 210 9- 5= -411 148
LL( 25.0) +OL( 7.0) on TOP CHORD = 32.0 P5F 5. 6 =( -2032 303
LATERAL SUPPORT <= 12'01. URN. DL ON BOTTOM CHORD = 10.0 PSF 6- 7 =( -25 49
LATERAL SUPPORT .= 12'OC. UON. TOTAL LOAD = 42.0 PSF •
ERHANGS; 24.0' 24.0' LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL BEARING MAX VERT MAX HORZ BRG REQUIRED 800 AREA
innector plata prefix designators: REQUIREMENTS OF IRS 2006 AND IBC 2006 HOT BEING MET. LOCATIONS REACTIONS REACTIONS SIZE 50.IN. (SPECIES
CN,CI8,CN16 for no prefix) • CampuTrus, Inc 0'• 0.0' -191! 11681 -126/ 126K 3.50' 1.87 OF ( 625
.12015,141815,U16 = MiTel MT series BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP 24'- 9.2' -$911 1158V -1281 126H 3.50' 1.87 OF ( 625
AND BOTTOM CN0R0 LIVE LOADS ACT NON - CONCURRENTLY.
wind: 110 mph, h =15ft, TCOL= 4.2,BCDL•6.0, ASCE 7 -05,
Enclosed, Cat.2 Ezp.B, MWFRS,
interior zone, load duration factor =1.8
12 -04 -10 12 -04 -10
6 -06 -07
6-06-07 5-10-03 5 -10 -03 f - ..3 PROpF
12 e�E GIN `
12 M 4x5 5.00 C� a F y
�, OREGON ..f.°. a 0 J E R G' O
M-1 .5x3 o 4 e
M -1. . R. CP
III/0/0
I EXPIRES - 12/31/09 j
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G M -2.5x4 M-2. M 2,5x6 0
M 2.5x6 M- 3x6(5) J. J. J.
1 7 -09 -09 6 -05 -13
8 05 -13 3.
1- 1 ' 10 -00 14.09 -04
._ -.•:a 2-00
3- 24-09-04 - C ..,
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0 ti0 WAS - N �• --
Scale: 0.3095 " .A C
JOB NAME: 1722J KENNEDY RESTORATION -P - C4 �" -
WARNINOS: GE N ERAL NOTES, unless otherwise noted: 4'0 `
t, Builder and erection eonlmac, should be a dvt'ed of all General Moles 1. truce deep Ls adequate
eta etlpanePoAa al t}ur not the evlow " J
Truss: C4 and Warnings bafam canal commonage. and lien commene. lens deslgnarar arse engineer. .. ! ii'; ol
2. 2.4 compression web freeing must be installed where shown +. 2. Oe'ign eesumu the lop and Erogom Chortle la be tateraay bruetl et . =i l .� J: •
3. All towel force realign etemeads ouch all temporary nrel permanent 7 a.e. and at 1a' es. raapaciNely unless brazed throughout their length by ..,
DES. BY: N(} a »Nilry bracing mailhodadgned by designer oimmp m
ele structure. nllnueue [sheathing
auchne plywood Inca hlnp(fC )andlurdrywe D
DATE: 11/10/2009 Competitor ee
S 17778 1l
TRANS ID: 273368
Competitor numas no reepm tarsal elhaaylorBuell bredna. 3. 28 Impact bridging or bracing monad who » shown ++ • 17776 7778 _, {I
11. No load should haePdledin Any mmponentunlaegeralbt rtgnnd 4. Inlall fb naean mad s .e a narcmro we°RYIas mepecthre
� ,` .,
SEQ.: 4422111 U ndone» am mmta p7e and at no lam should any toads grantor thou maid an am eSU mndll an of use. '^ 70/17
design bads be applied m any component.
S. & Design assumes run bearing al as 'upends shown. Shim or wedge II li �N
CampuTrus nos no control over end assumes no amperage ld) ferlho n uumry
l cation, handling. shipment and Indntion at component.. 7. Resign uaetenes adequate drainage le provided. II �Q ~• II 1 I{'{I 411l1 I E. TTea design to lumlened eubJect le the lhnllaaone set bath IV B. Plates shell be located an both�tam' o1 lame, and placed so limb canter 111111111111111111111111111 �Al�lfl1111111111111111111111111111111111 CD TPinArTCA la P TNS, In which Wit be furnished
B7 5 ZF(1L) -E oven raauact• o , E ill ASR• a 9BB r (Go �x��RE$ �
Nit J.P.; EVERGREEN TRUSS CO INS
TRUSS SPAN 24'• 9.2' IRC 2006 MAX MEMBER FORCES 4WR10DF1Cq =1.25 TOM
: SPECIFICATIONS LOAD DURATION INCREASE = 1.15 1- 2= -25 49 2- 7= -438 3459 7- 3= 0 288
2x4 OF NUBBA SPACED 24.0' 0.C. 2- 3= -3754 492 7- 8-f -446 3453 3- II= -1058 120
2x4 OF STANDA 3- 4= •2587 364 B- 9={ -476 3455 8- 4= -167 1647
3 149
B5: 2x4 OF STAND LOADING 4- 5= -2587 365 B- 6 = {{ {.489) 3462 8. 5= -1060 149
LATERAL SUPPORT <= 12'OC. UDN.
LL( 25.0)tDLt 7.01 ON TOP CHORD = 32.0 PSF 5- 6 =(•3756 519 5. 9=) LATERAL SUPPORT c= 12'0C. UGH. DL ON BOTTOM CHORD a 10.0 PSF
TOTAL LOAD = 42,0 PIP •
GEARING MAX VERT MAX HORT ERG REQUIRED BAG AREA
ERHANGS: 24.0' 0.0' LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL LOCATIONS REACTIONS REACTIONS SIZE 50.IK. (SPECIES
1.5x3,4 or equal at non - structures REOUIREMENTS OF IRC 2006 AND IBC 2006 NOT BEING MET. 0'- 0.0' -1931 1175V -1261 109H 3.50' 1.08 OF { 625
!rtical members (Pon). 24'• 9.2' .1411 1040V -1261 109H 3.50' 1.66 DF 1 825
BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP
rnnector plate prefix designators: AND BOTTOM CHORD LIVE LOADS ACT NON•CONCURREHTLY. MAX LL DEFL = •0.018' (111339) @ -2'- 0•0' LI 120 • 0.200'
,CN iB 1 no prefix s COepuTrus, Inc MAX TL DEFL = .0.023' 11110461 0 .2' 0.0' 1190 • 0.267'
M20H1HS,UI M18H5,Ml6 = UlTek MT series MAX LL DEFL = - 0.301' (L1 964) @ 12'- 4.6' L1240 = 1.209'
MAX it bEFL s - 0.506' LI 5731 @ 12'. 4.6' L1180 . 1.613'
MAX HORIZ. LL DEFL = 0.191' @ 24'- 5.8'
MAX HORIZ. TL DEFL = 0.321' @ 24'- 5.8'
Wind: 110 mph, h=15ft, TCDL= 4.2,BCOL =8.0, ASCE 7 -05,
Enclosed, Cat.2 Exp.B, MWFRS,
12 - - interior tone, load duration factor =1.6
12-04-10 T 6-10 -12 Evergreen Truss Co. Inc.
1 fi 10 -12 5-05-14 4 5.05 t4 1' i 6302 NE 127th Ave.
fi f
12 12
M -4x5 i o.DD Vancouver , wa . 98682
S, oo 4.0' .
2 .0"
M -3x6 M -3x6
•' �d X 9_00 PROP
s
M 7x8 � � C ? . �GIN$F X 0 2
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d , M1,5x3 '7 4;` '7 C � ,
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2.50 r'- 12 2.50 12 1 i. CP:
12 t. L )' I/ f /o r v
1 6-09 1 5 -07 -10 5 -07 -10 6 -09 y EXPIRES .12131109 •
2 -o0 12 -04 -10 y 12-04-10 ..
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24.09 -04
:CI ' sWAS.Iij � Cj eh t o-
Scale: 0.2692 A
JOB NAME: 1722) KENNEDY RESTORATION -P C5 '� '
GENERAL NOTES, unless otherwise noted: ' �
I. Budder p . '
I. and W ingsba mmmdorehould oan:e of ad General dotes 1. ands tune Is design!" mignon mly oimo design building designer, ot lheo+Aew .4.a.',:4'
and W Warnings bafom tanetmdlon mmmentxa. Puss dulgmv er buss engineer, �, . t..
Truss: C5 and mmpreesim+ web bradng must be Installed where shown +. 2. Design assumes d+et top and cnsmeW he ate asy brnced at � ^
3. All Ixtaml recto roalaling elements each as temporary and pemnnenl To t and m 10' a.t tespedlvaty unless tanned throughout limb length by 17778
• DES. BY MJ stahUKy bracing must be deoloned by designer at complete aWduce. conitnuoua sheathing such as plywood ahealhing(TC) endlor drywed(15 . „...
DATE: 11/10/2009 cow uTwaeaumosnaresptmsibdlty forsuchbracing. 3. 2a Impact bridging or lateral bmdngrequired here ahawn �j' !4 ^
CC 4. No load should be applied to any component unlit near ell bracing and 4. Installation at Imes la the reaparmmedy e[ the reepadive contractor.
SEQ. : 4422112 Wslenere era complete and el no lime should nay loads greaterlhon 5. Desi Design n l bums. ow be 'teed n aro environment, ; --
;Ic 1Q
design lands be applied In any component. e. Design pstwmen tidi beaded m all supports ehowm. Shim or wedge If 1/ / /Q 1 . ' " • f • L+ • ••
TRANS ID: 273368 5. CompaTmehaenamne aver end...rm.rwmepenslhiery 01 the ,�ms„ry pm
e. This bulge Ix furnished dulled the I mbad sal fodh by U. Pane. ana amain
be l adequate
ed an b ta of ruastt ,a nd placed ea thalr center I
mot II l 7PINJTCA In 0051, cornea at which will be fume od upon tequael. 9. lines
Olplla Mdlmte sloe l o1 pinta in Inaba". I EXPIRES 6110111
,11 {Ill IIIA {1111 Ili{ 11 III! 111 1 IIII ComPMTfus. Inc. Software 7.5.2F(1L) -E 10 ' a rp S 31 ' � 1. connector 388 (1 See EEFI.2SZB (Came 'tTN9)
IIII1ii inxs aesx0n preperea /rpm Cpmpute - �npui Dy .
: _,, ; � `. J EVERGREEN TRU55 CO 3NC
P : � = Paz,;,, -k �. :..�.. ,
UMBER SPECIFICATIONS 7.. 4� - -' t - TRUSSaSPAN 4'•,:III, '4•e� ti. IRC 2006 MB�d; FiRCES, 4WR /GOF /04q.1,25TCR r
C: 244 DF M1&BTR � '^ " c 'iz Y LOAD OURATIDN'. INCREASE'= x1.15 . ' *.: ` 1.2= 25, 49 2- 4 = {D) °0 -_
C: 244 DF k169TR SPAGEtp¢ 24.4'.0.C. ''�� V .: i's
.!" �^ ; �` _ 7,, . ,,
2 , 3 =�_62� 2 7 �'
C LATERAL SUPPORT on 12'00. URN. � r Anus � 1
•; '�, _ �'
C LATERAL SUPPORT a= 12'00, UGH, '(?'o;tk,;., >s ; _ , ;LL( 25:019L( 7 ,0) - 0N''TDP CHORD 32,0 PSF i, '` ' 'r BEARING ,,,,, MAX MAX kin BRG REQUIRED BRE AREA -
DL - 10.0 PEE A,3 LOCATIONS _'REACTI0H5 4NEACTIONS SIZE SD.IN': (SPECIES ;,
VERHANGS: 24,0' 0.0' TOTAL LOAD - 42,0 P5F 0'- 0,0' •96! - 353V -56! 1310-t-3,50't: 0.56 OF '0625 I g,
3'• 10,2' 0/ 49V 0/ OH 3:50' O;0p OF 625
onnector plate prefix designators: LIMITED STORAGE ODES HOT APPLY DUE TO THE SPATIAL 4'- 0.0' 20! 107V 56! OH 0.50' 017 OF 625
,CN,CI8,CHIB (or no prefix) = CampuTrus, Inc REQUIREMENTS OF IRC 2006 AND IBC 2006 NOT BEING MET,
,M2DHS,M18H5,M16 = MITek MT caries MAX LL DEFL = •0.418' (Ll1339) 5 -2'• 0.0' L1120 = 0.200'
BOTTOM TOMRQ'CHECLIV FOR 1SPAC LIVE LOAD. TOP MAX TL DEFL = - 0.021' (L11046) 0 -2'- 0.0' L190 = 0.267'
5.CD G AND BOTTOM CHORD LIVE LOADS ACT N611•rANCURRENTLY. MAX LL OEFL = 0.000' (1/9993) P 2'• 3.2' L1240 - 0.171'
MAX TL DEFL = 0.000' (L/9999) P 2'• 3.2' L1180 = 0.220'
• MAX TC PANEL LL DEFL = - 0.011' (L /3863) 6 2'- 3.2' 1/180 = 0.238'
MAX TC PANEL TL DEFL = - 0.015' (L/2633) P 2'- 3.2' L /120 = 0.354'
Wind: 110 mph, h =15ft, TCDL= 4.2,BCOL =6.0, ASCE 7-05,
_, Enclosed, Cat.2 Exp.B, MWFAS,
interior zone, load duration factor =l.6
Evergreen Truss Co. Inc.
6302 NE 127th Ave.
PROVIDE SUPPORT - Vancouver,wa. 98682
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M -2.5x4 5�� 0'0 PRok.
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111141
. 1 EXPIRES 121311091
- r 0� 0 , ° * s 4b Q `r o k„. JOB NAME: 17221 KENNEDY RESTORATION -P - DI Scale: 0.6353 (.l t,..
WARNINGS: GENERAL NOTES, warms otherdee noted: 17 /' Yj'r,,r - •
1. Builder and emdon contractor should be advised of MI Gsnaral Nolan 1. This Inas dahlias le adequaln for the design mme r, te anawn, Review g • •: fir
a nd Warnings below mnsWdion mmmeness. and approval le the reepanrhillty o!tho hullctn° designer, not Oa
Truss: �1 (ruse designer or Wu angina. �; r: V.,
2, 2.4 mmpraeslon web bracing must be k,atallpd wham atwwn +,
1. a :
benign UO tap and bottom o era
honle to be latl bnmd at 1• • r '" S° -
3. All Ialon farm l fa melding elements such na lnmpnmay and Formenenl
DES. BY: MJ stabIUy liming must ba daeigned by dnelgner d nn,nplale denature. 2 ° na• and sheathing hin respectively ch es plywood dos braced C ld an
( T) andfo wikC).
mrdk tr or such l bradnmquIre where shown 4 dryac C). i777$ 4 �
GATE • 11/10/2009 No load should ap l responsibility acomp for i hmdn0. 4. Wont triaging being roqulmd whom shown ; „„v.� �
4. No bod.h0uld ultl Oa bo applied 1a any wmpononk nl until near eta bracing and 4, InW of Ind b to lle of tram. drp respclnelbally of to o respective contractor. • �S (�1`
SEQ.: 44221 13 lemeeete we pomptola and pi no Uma should any !clad. wawa, than 5. 00111111 assumes trachea are in be usad Inn non-carmeive environment,
tn &Won lands ba applied to any cmnpoment. and am tar - dry condition' d u.a.
TRANS ID: 273368 5. CampuTns hoe no mntml aver and aaaume. no ra aponuibally lorl S. Design a aoum0o tug hearing at all supports al.., Shun or wvdea tf f / JONM..
fabrication, handlm3, shipment and InalaNntian of cnmponam Ma s. 7. dan mamma. ad... dmma0e Is provided. r 1 r� ,•. - :Y '
IIII I{I{ Iy�I _ 6. This dml0n I. fumlehad autdodto the !Init... set forth by B. MiesMies
aha0 be lacniad on both fame cilium, and placed no Ptah Ptah canter
1111 {I{ G t
_ IlI Rill B�II IIIIiAII1I l TPk In SCSI, =plea hwig an requite'. qurequite'.
S. 131fills Indicates/7.n ESR•131 oleden 6lrfek). [ EXPIRES 6/10111 1
Compares, es, Irene. Software For bu Minder L E es. For had. mnd picas des values sec ESR.252e{CampuTme)
M3T2c6O21 8