Report A,!STzozo ooze
/<,270 Sk/ 5 (t14-05cJ ey-
•
RECEIVED
JUN 30 2020
CITY OF TIGARD
BUILDING DIVISION
PLANS FOR GRANT, JOHN
DATE: JUNE 2020
OFFICE COPY
11166
Ire1111111.1171101011
11-1
•
A Y q$,
s
{
tt
k
B B
503-981-0890 or 1- 800-331-0155
SEQN:49124 COMN, Ply: 1 Job Number: 200631000F Cost:R435 JRef 1WW74350030 T1
FROM:ER Qty: 2 Grant/22'/OR DrwNo: 170.20.1325.14623
Truss Label: 22S_4P_1213_25RS CY / GWH 06/18/2020
6'5"7 11' 15'6"9 22'
6'5'7 ._.4'6"9 _I 4'6"9 I 6'5„7
/94X7(R1)
C
12
4 --2X4 -2X4
B D
io
a
A E
H G F
4X7[9] .4X7(A6R)
--4X7(A6R) =H0308
A 22' - __._- 1
11' 11'
I I
11, I 22'
Loading Criteria(pet) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(Ibs)
TCLL: 25.00 Wind Std: ASCE 7-16 Pg:37.2 Ct 1.2 CAT:I PP Deflection in hoc Udell U# Gravity Non-Gravity
TCDL: 7.00 Speed: 100 mph Pf:25.0 Ce:1.0 VERT(LL): 0.167 G 999 240, Loc R+ /R- /Rh _ /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.94 VERT(CL):0.223 G 999 180 H 2213 /- I- /566 /226 /69
BCDL: 1.00 Risk Category:I Snow Duration:1.15 HORZ(LL): 0.054 F - - E 2213 /- /- /566 /226 /-
Des Ld: 33.00 EXP.B ICzt NA HORZ(TL):0.072 F - - Wind reactions based on MWFRS
Mean Height:16.42 R
NCBCLL: Code I Misc Criteria Creep Factor.2.0 H Brg Width=5.5 Min Req=2.4
Soffit:
0..0.00 TCDL:3.0 psf 00 BCDL:0.6psf Bldg Code: IBC 2018 Max TC CSI: 0.447 E Brg Width=5.5 Min Req=2.4
SofFlt:
Bearings H&E are a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std:2014 Max BC CSI: 0.993
Spacing:72.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI:0.799 Members not listed have forces less than 375#
FT/RT/PT:6(0)/3(0)/1(0) Maximum Top Chord Forces Per Ply(s.e)
Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE,HS VIEW Ver.20.01.000.0430.20 A-B 1133-4880 C-D 897 -3520
--- B-C 897-3520 D-E 1134 -4880
Lumber In lieu of purlins on the bottom chord at 114"o/c,
Top chord 2x6 DF-L 1800f-1.8E the bottom chords of trusses placed each side Maximum Bot Chord Forces Per Ply(sloe)
Bot chord 2x6 DF-L 1800f-1.8E of supporting poles may be braced with
Webs 2x4 DF-L Standard H-brace blocking: Chords Tens.Comp. Chords Tens. Comp.
(H)2X6 DF-L#2 or better continuous reinforcing A-G 4478-1005 F-E 4478 -983
Plating Notes member(match pole width).Attach to each truss G-F 4478 -983
Handling stresses not considered for plates. ply with 16D common nails(0.162"x3.5")at 12"o/c.
Plate Shift Table Maximum Web Forces Per Ply(Ibs)
(H) ,\/ Webs Tens.Comp. Webs Tens. Comp.
JT Plate Lateral Chord JT Plate Lateral Chord \/
No Size Shift Bite No Size Shift Bite B-G 390-1775 G-D 391 -1775
[9] 4X7 S 1.50 C-G 1219 -287
Loading H-Brace section view
Truss designed for unbalanced snow loads.
Slope reduction based on Unobstructed Slippery Surface.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to brace TC ill 24"oc,BC @ 114"oc.
Wind 4;c' PROFESS
Member design based on both MWFRS and C&C. �. \AGINe . �O2
Wind loading based on both gable and hip roof types. 195751. '17
•
Uplifts based on an elevation at or above 1000 ft. %r
OREGON
1 Arlo 20.090
�0CD W.
Renews 00a2021
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truce
'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17000SE Wallace Rd.
Trusses re Ire extreme care in fabricating,handling shipping,installin and bracing. Refer toand follow the latest edition of BCSI(BuildingDayton OR 97114
a DP ng 9rh (503)581-8787 Ext
component Safety Information,by TPI and SBCA)fOr safety practices prior to performing these tuuncaons. Installers shall provide to porerrnY _
9 peridCeil Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny
bracing
i Id ceilingp Locations shown for permanent lateral restraint Of webs shall have bracin msaalled per BCSI sections 83,B7 or B10,
as abgle. q pTy plat to each face.ot truss and position as shown above and on the Join�etails, unless noted otherwise. Refer to ALPINE'
drawings 160A-ZPforystandard plate positions.
Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the R+mvcorn»Rr
truss in conformance with ANSIITPI 1,or for handlin snipping,installation and bracing of tru sAseal on this drawing or cover page
listing this drawing,indicates acceptance of roWessionag engineerin responsibility solely or the design shown. The suit-abilitygg01 Folsom Blvd.,Suite 10'
d gg p T g I �g
and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
Sacramento.CA 95826
For more Information see this lob's general notes page and these web sites: ALPINE. www-elpineilw.corn;TPI: www.lpinst.org;SBCA:www.sbandustry.com;ICC': www.iccsafe.orq
SEQN:49127 GABL Ply: 1 Job Number: 200631000F Cush R435 JRet1WW74350030 T10
FROM:ER Qty 2 Grant 122'/OR DrwNo: 170.20.1327.29273
Truss Label: 22S 4P 128 25R5 GE CY / GWH 06/18/2020
557 I 11' 15'6"9 22'
6'5"7 4'6'9 4'6"9 6'57
6/4X7(R1)
C
12 3X4 4P s3X4
4 V ..1.5X3 =1.5X3
8 -
cn • ---
A (a) E
1 i Pa Mil
-es_
K G F
w3X6
4X7[11]
SS0310
22'-____ j
11' 11'
11' 22'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) Defl/CSI Criteria A Maximum Reactions(lbs)
TCLL: 25.00 Wind Std: ASCE 7-16 Pg:37.2 Ct:1.2 CAT:I PP Deflection in loc Udefl U# Gravity Non-Gravity
TCDL: 7.00 Speed: 100 mph Pf:25.0 Ce:1.0 VERT(LL): 0.169 D 999 240 Loc R+ I R- /Rh /Rw /U /RL
BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.94 VERT(CL):0.236 D 999 180 K 2488 /- /- /566 /226 /69
BCDL: 1.00 Risk Category:I Snow Duration:1.15 HORZ(LL):0.054 F - - E 2488 /- /- /566 /226 /-
EXP:B Kzt:NA HORZ(TL):0.073 F - - Wind reactions based on MWFRS
Des Ld: 33.00 Mean Height'.16.42 ft ( )
NCBCLL:0.00 TCDL:3.0 psf Code I Misc Criteria Creep Factor.2.0 K Brg Width=5.5 Min Req=2.7
Soffit: 0.00 Bldg Code: IBC 2018 Max TC CSI: 0.567 E Brg Width=5.5 Min Req=2.7
BCDL:0.6 psf Bearings K&E are a rigid surface.
Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.993
Spacing:72.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI:0.754 Members not listed have forces less than 375#
9 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall:Any FT/RT/PT:6(0)/3(0)/1(0) Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE,18SS VIEW Ver:20.01.00C.0430.20 A-B 1133-5498 CD 878 -3523
B-C 878.3523 D-E 1134 -5498
Lumber Additional Notes
Top chord 2x6 DF-L 1800f-1.8E Building designer is responsible for lateral forces, Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x6 DF-L 18001-1.8E including bracing for horizontal wind forces.Laterally Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 DF-L Standard brace end wall and face of truss.Bracing shown or
noted is designed only to restrain members against A-G 5041 -1005 F-E 5041 -983
Bracing buckling due to gravity and in-plane wind loads. 0-F 5041 -983
(a)Continuous lateral restraint,equally spaced on In lieu of puffins on the bottom chord at 114'o/c,the
member. bottom chords of truss(es)may be braced with Maximum Web Forces Per Ply(Ibs)
Plating Notes T-brace blocking: Webs Tens.Comp. Webs Tens. Comp.
(T)2X6 DF-L#2 or better continuous reinforcing
All plates are 4X8(B6R)except as noted. member Attach to bottom chord with 16D I (T) B-G 404 -2107 G-D 405 -2107
Handling stresses not considered for plates. common nails(0.162"x3.5")at 12"o/c. C-G 1191 -276
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord T-brace section New
No Size Shift Bite No Size Shift Bite
[11] 4X7 S 1.50
Loading
Truss designed for 72.0"spacing with additional load
from 1.00 PSF cladding on one face. _ 'AS:
PROFS
Truss designed for unbalanced snow loads. .(' S
Slope reduction based on Unobstructed Slippery Surface. 0�5 , G I N EF. -0_
19575
Purlins r ,
In lieu of structural panels or rigid ceiling use puffins `
to brace TC @ 24"oc,BC @ 114"oc. 0l '"rs:" ,
Wind G1 OREGON J
Member design based on both MWFRS and C&C. 9 an.20,1V- P
Wind loading based on both gable and hip roof types. Rol D W W.N�
Uplifts based on an elevation at or above 1000 ft. Renews asorxort
""WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss
""IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallas Rd.
Trusses require extreme care in fa tin9,handtin9 shipping ingtallin and bracing. Refer to and follow the latest edition of SCSI(Building Dayton OR 97114
Component Safety Information,b TPI and SBCA)ter safety practices prior to performing these functions. Installers shall pr vide temporary (s°alse1a7e7 a`t
bracing Per BCSI.Unless noted olierwise,top chord shall have pprroperly attached structural sheathing and bottom chord snail have a props y
attached rigid ceiling. Locations s own or permanent lateral re raint of webs shall have bracing installed per BCSI sections B3,B7 or 10,
as applicable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. (Refer to ALPINE'
drawings 160A-Z'for standard plate positions.
Alpine,a division of ITW Buii�lddinaq CCompon nts Group Inc.shall not be responsible for any deviation from this drawl any failure to build the AMMOOva
truss in conformance with ANSI/TPI 1,or for handling,shi un
pping,installation and bracing of trussesA seal on this d ing or cover page
listing this drawing,indicates acceptance of professional- engineering responsibility solely for the design showsuita
bility 8801 Folsom Blvd.,Suite 10'
and use of this drawing for any structure Is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.
For more informaton see this job's General notes page and these web sites. ALPINE: www.alpineitw.eom:TPI: www.tpinst.org;SBCA: www.sbcindustry.cnm;CO www.iccaafe.orq Sacramento,CA 95826
Y
H - BRACE DETAIL
FOR TRUSSES ATTACHED TO EITHER SIDE OF A 6x_ OR 8x_ POST (B) 2x6 DF—L #2 OR BETTER CONTINUOUS REINFORCING MEMBER.
IN A POST—FRAME STRUCTURE, REINFORCING MEMBERS AS SHOWN ATTACH TO EACH TRUSS PLY WITH 10d BOX NAILS (0.128'x3')
BELOW MAY BE USED TO ELIMINATE OR MINIMIZE ROWS OF AT 6' O.C.
CONTINUOUS LATERAL BRACING.
ALTERNATE WEB BRACE' AS AN ALTERNATE TO ONE OR TWO ROWS OF
REFER TO ENGINEERED TRUSS DESIGN FOR SPECIFIC PARAMETERS CONTINUOUS LATERAL BRACING SPECIFIED ON A WEB ON THE
SUCH AS SPAN, LIVE AND DEAD LOADS, ETC. ENGINEERED DESIGN, APPLY 2x6 OR 2x8 DF—L #2 OR BETTER
CONTINUOUS REINFORCING MEMBER, MATCHING SIZE TO GAP BETWEEN
TRUSSES. ATTACH FULL—LENGTH BLOCK TO EACH TRUSS PLY WITH
IOd BOX NAILS (0,128'x3') AT 6' ❑.C,
BOTTOM CHORD BRACING' SEE ENGINEERED TRUSS DESIGN FOR USE
OF THIS DETAIL TO INCREASE SPACING BETWEEN ROWS OF BOTTOM
CHORD LATERAL BRACES. APPLY 2x6 OR 2x8 DF—L #2 OR BETTER
CONTINUOUS REINFORCING MEMBER, MATCHING SIZE TO GAP BETWEEN
TRUSSES. ATTACH TO EACH TRUSS PLY WITH l0d BOX NAILS
(0128'x3') AT 6' O.C. BUTT ENDS OF REINFORCING MEMBERS AT
PURLINS ATTACHMENT LOCATIONS.
HEEL DETAIL WEB OR BOTTOM CHORD
0
0
r (B) 0
p,p
SUPPORT POLES AND
CONNECTIONS BY OTHERS. ❑BLIQUE SECTION VIEW
�QEp PROFS
aVAetW a ROAR AND FOLLOW OLL hares EN MIS BAVINrd S'i TC LL PSF REF H-BRACE
�ZWENTNms FU11R21 NUS WAWRb To ALL CONTRACTORS RCLImWG'ME INSTALLERS. y GINS O
Trusses require extreme cure 0,fabricating,handling,shipping,Installing and bruchg. Refer to and U' 19575 �� 17 TC DL PSF DATE 10/01/14
procW es irrt pert of gCtI derfun Corpions. Installers
Safety 11 prowl* o TEl ry ra=R>for safety
Unless practices priordotherwise.to p p these 011 haves. I r at chat( strict tei sheot breg end per DLSI, r
LMesW noted roperlyo top chord shall have properly attached stnct.ral shoe vd baits„chard BC DL PSF DRWG HBRACE1014
er shall hove a properly attached Mgr ceding. Locations When few pernoneni lateral restrainttoof webs
A ft r� 1IE shall have bracing installed per obo sections 113.HT or 110,as unless noted
Apply dates to each face BC LL PSF
III'Q� I\v' of inns oral ppoesKbn as slosh above and m the.ldnt Detail'unless noted otMr.t'm
Refer to droweps ISOA-2 for standard plain poaHbns.
Alpa,r,a dvbbn of ITv asd17 conponenta Group Inc shalt rot be re irrb.far an aevbt'on Fran /� OREGON
AN RW OOMWINY this installation any fah n to hued tin.truss In conforn.ric.eltn ARSInPI 1,ar far harNay shOpY,w "' a q% ear TOT. LD, PSF
Mtollatbn L brodra en trusses. ^ 2g,tg
A seal on this drawing or cover pipe listing U4 draeatg,bdcates acceptance of professional
hell sdsly for tiv Orson dank. Tins sWOMlty and use of tNs s'owalb OC O W
1338E La Wren!Onve f structure b the reelaeaeiNy of W Aiding Designer per N6I/IPl 1 Sec3.
Earth City,MO 63045 for more information see this Job's general notes pope and these Web NUS' Renews W3012021
ALPINE.ewealpb,dt..conr TPI,insatphat.org,SHCM wewsbcbndustry.crg,ICC.e.Wleesefe.org