Plans (109) r-
h.,s11o ) a -- 00 . g LrL s- 5L✓ ��--
(0617234--GARZA CONSTRUCTION -GERHARD ADDITION -- 14275 SW 125TH TIGARD, OR - BFW-SOUTH-L)
THIS 08G PREPARELI.FRDM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFA.
Top chord 2x6 HF #2
Bot chord 2x4 HF #2 120 mph wind, 29.78 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DLtl6.0 psf, wind $C
Webs 2x4 HF Std/Stud :W1, MB, M9, M10, M11 2x4 HF #2:
DL=4,2 psf.
Truss designed to support 2-0-0 top chord outlookers and claddingload
not to exceed 5.00 PSF one face and 24.0" span o Wind loads and reactions based on MWFRS with additional C&C member
may be notched 1.5" deepX 3.5" P ng tope edge.p geTop_chord design.
OVERCUT. No knots or oter lumberedeftscltslallowey d wethin2" DO NOT
notches. Do not notch in overhang or heel panel. f Right end vertical not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member. See DWGS e23emen01014, GBLLETIN1014, & GA$R5T101014 for gable wind
bracing requirements.
Truss passed check for 20 psf additional bottom chord live load in areas
with 42"-high x 24"-wide clearance,
Bottom chord checked for section10.00 psf non-concurrent bottom chord live
C itret, �` L/360 live and 1/240 total load, Creepload applied per IBC-15 1607,
far dead s 2 increase factor .pa
�Ap Drove ri lo. � "
E3 .,_,,, tee ,/— � 7 - .�,/
67 tAJ-li
4X56
W1
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i
1111
(a) 11-11-12 'Ili T $ r MB ,. �
REVISION
I
(.5L/t4. ..411i illill I .
24-0-0 1 EIV Ee
OFFICE COPYD
2X4(A1) =
web may be a
NOV 2 9 2°17
cut or removed crry OF � ���
1-6-0
3UILDING DIVISION
16-10-10 2','„1'1,2
'"C 17-1-6 Over Continuous Support
R=212 PLF U=27 PLF W=17-1-6
RL=42/-9 PLF
Note: All Plates Are 1.5X4 Except As Shown.
PIT TYP, Wave Design Crit: IBC2015RES/TPI-2014(STD) Ea PROF
Trus Can of Oman 503 S7-? a FT/RT=2%(eyp /4 0) 16.01.f� �'l, +A 1�71�SS' OR/-/11-/-/R/-
825 N 4 8 ( 13- 1 t 8 •ts►%I IOIl1 WO Asn FOLLOW ALL laces of PIM olawrssl Sca 1 e =.1875"/Ft.
Ave,Cornelius OR 97113 ••iro118ANP• Puma;TNI:SOUSING TO ALL mermen s INCLUSION!THE INSTALLERS,
(y TC IL
Trusses require estrum per.in fabricating,handli Reee25.0 PSF REF R7175- 97626
try{ edition of 9151 (Building(,`p pg. ypippinp, instal l�np end Ipscinp.Rafe to end Pollar
to performingnp ywnht f Prov 1e ttempo ars by oI pet SCSI for safety ted other prior �•
l hove
?Unctions. Installers six ctur!provide ng end bo Wadi / DL 10.0 PSF DATE 11/29/17
top orgrd shell hero prgier lY etleched structural yheethr np end bottom Mora shell a pr noted otherwise,
rigid ceiling, Lpepcianx:'porn err properly attached
_ALP N__ to e. Apply later o mad.ife or mobs shell have brtioni shown bo.s : BC DL (t p
Il li1' tions SS. 6]Lo 910s . pol l fort r, Apply prates to r CSU r* ar truss shell
.N7.0 PSF
the Joint Copan:, unOessxnot•d otherwise. Rarer to era/inp5 teal- p••;t:ta so shown above end on DRW CAUSR7175 17333069
s.
Arpin, a division of 1TO Building ibnpenents Group Ing. shell not be r ytribierd plate nyd deviation
11/29/2017
AN ITw COM drawing, ens rhelure r build t..cruse to conformance with ANS1Rp1 T,or or hn her ens ippingien era„this OREGON BC LL 0.0 PSF CA—ENG PBC/RTF
R4Ny nxcsl l.tirn breciry or trusxaz. for handling, shipping.
REG
A...1 an this swIng PC mx.,•NW Retire this ri,.ir, lnrl..t.. ?u1 ye� �p TOT.LD. 42.0 PSF
rssparelbl l lw solely for 550 design sheer. Th.sultabi 11 of Ohio 0•or p fpr enypst uct resI5 O V tl' SEQN— 308899
83511to maCiclE rsapprlalrel i. sr the blelrrls Navel 41�'�•of this rrrlry for.ny structure Is the
G LY 14,a
filar per his japi,Soca.
*sell Tao
t Dl1R.fAC, 1.15
Sapmheato,CA 95828 For mar.Infa,rena,.x
ALPINE,mr, i rthfa jaa'x'auroral notes pope ons cngce web xiec:
e pinsite.00r;Tpl:aeare tpinct.orp;arCA: .xbci
ndextry.ppr; ICG:wee,lacidife.prg SPACING 24.0" JREF- 1W6C7175Z02
Ranea.d araM9n9R
r ,
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0617234--GARZA CONSTRUCTION -GERHARD ADDITION -- 14275 SW 125TH TIGARD, OR - BFW-SOUTH-R)
Top chord 2x6 HF #2 120 mph wind, 29.78 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC
Webs 2x4 HF Std/Stud :W1, M9, M10, Mil 2x4 HF #2: 01=4.2 psf.
Truss designed to support 2-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member
not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design.
may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT
OVERCOT. No knots or other lumber defects allowed within 12" of Right end vertical not exposed to wind pressure.
notches. Do not notch in overhang or heel panel.
See OWGS A12030ENC101014, GBLLETIN1O14, & GABRST101014 for gable wind
(a) Continuous lateral restraint equally spaced on member. bracing requirements.
Truss passed check for 20 psf additional bottom chord live load in areas Bottom chord checked for 10.00 psf non-concurrent bottom chord live
with 42"-high x 24"-wide clearance. load applied per IBC-15 section 1607.
r
Deflection meets L/360 live and L/240 total load. Creep increase factor :411riI110/0,
for dead load is 2,00. 10.`"'eL
' '5.-0:LATC-TIN\ C---1 VU_.,.1.3
4X5
:0,101/
W1 61(A,V1.---
1111 1
(a) 11-11-12
e �—111111111.
. A 1
r • . 424-0-0 L
2X4(A1) = web may be
cut or removed
1-6-0
16-10-10 2"1 2
6-10 10Z
fe--17-1-6 Over Continuous Support 7{
R=212 PLF U=27 PLF W=17-1-6
RL=42/-9 ALF
Note: All Plates Are 1.5X4 Except As Shown. O PROF
Design Crit: IBC2O15RES/TPI-2014(STD) E F
PLT TYP. Wave FT/RT=296(096)/4(0) 16.01. '1 % Sear OR/-/1/-/-/R/- Scale =.1875"/Ft.
Truss Components of Oregon (503)357-2118 **WARNING!o•READ MD MUM AU.ACM ON MIS 01lwlN61 CI
4NG F%� �.. IC LL 25.0 PSF REF R7175- 97625
825N4th Ave,Cornelius OR 97113 ••1.ttr..s • 'UMWnf.br,THIS Iswlre TS ALL�rMC1noi l INCLUDING 111E INSTALLERS. 832114PE 9
Trusses require extreme earm in fabricating.hendling, shipping, !mainline and bracing.Rorer to and rollea J DL 10.0 PSF DATE 11/29/17
the latest edition of SCSI (Building Component Safety Information,by TPI and ATEA) for safety practices prior
to pm lop these functions. Installers shell proal am temporary bracing per SCSI. Unless rotad otherwise.
top chord shell have properly attached strdetur.l sheathing end bottom chord shall hem.a properly mttenhwd BC c �a1
I441116*
rigid ceiling. Locations shown for.perewnent I I rebtreint of mibm shell hese bracing Installed per BL DL 7.D PSF QRIN CAUSR7175 17333068
A�, ` Ng
saetians a3, Br or 810.me opplleeble. Apply pietas to Gaal fete of truce position as,bean above and on ]1/29/2017
. the Joint Doted.,, unless noted other.i,e. Barer to dreaimgs tags-z far stondmrd Wets pnsitlons. BC LL 0.0 PSFCA-ENG PBC/RTT
Alpine. a division of ITa Building Cpygnemts group Inc. shell be responsible for any deviation from this OREGON29/201
drawing, any failure to build cite truss in aoldbroance with ABSI/TPI 1. or for handling, shipping. r TOT.LQ. 42.0 PSF SEAN— 308895
AN ITW COMOMY installation a bracing of trusses.
A...,no shlf Amalie w offer MP Ilobinll ed.Brei indlSRao e..pohs g of professional wgllrarIno 4 `�/LY 14,�O� m
rrylbelbllity®Idly few the design Mewl. the suitability en dee of this droving fir any structure Ion ohm �������� DOR.FAC. 1 .15
$35I RwmaCnola required el I Ity of the Bol ld Irg Widener per A1el/TPI T Sa..h,
Sagmpento.CA95623 far more"'remotion see this jobs goer..note.lode end thee.Gab site., SPACING 24.0" JREF— 1W6C7175Z02
ALPINE, eea.alaineite.em:TPI:wwm.tplletars;BTCA:ww.s.cindutitry.den; ICC:ww.iocsefe.org Refteea �,11/011111
THIS IAIG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR.
(0617234--GARZA CONSTRUCTION -GERHARD ADDITION -- 14275 SW 125TH TIGARD, OR - BFW-NORTHL&R) -
Top chord 2x6 HF #2 120 mph wind, 29.78 ft mean hgt, ASCE 7-10, CLOSED bldg. Located
Bat chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind IC DL=6.0 psf, wind BC
Webs 2x4 HF Std/Stud :W1, MB, M9, M10 2x4 HF #2: DL=4.2 psf.
Truss designed to support 2-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member
not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design.
may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT
OVERCUT. No knots or other lumber defects allowed within 12" of Right end vertical not exposed to wind pressure.
notches. Do not notch in overhang or heel panel.
See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101O14 for gable wind
(a) Continuous lateral restraint equally spaced on member. bracing requirements.
Truss passed check for 20 psf additional bottom chord live load in areas Bottom chord checked for 10.00 psf non-concurrent bot chord live
with 42"-high x 24"-wide clearance. load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increase factor
for dead load is 2.00.
N CKN' i
-4:;N-C---1 ity
4X5:
00000/1/1.14
W1 •
?"-f-- 12'141._
(a) • 11-11-12 •
LA/1? ...,
lea
8 r- l'
1.
I l
I l
.444111111111 �. i
` / *24-0-0 i
2X4(A1)
webs may be
cut or removed
1-6-0
F. 16-10-10 2
"TT
l17-1-6 Over Continuous Support -
R=212 PLF U=27 PLF W=17-1-6
RL=42/-9 PLF
Note: All Plates Are 1.5X4 Except As Shown. f O PRp
Design Crit: IBC2O15RES/TPI-2014(STD) 9bFF.'S
PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01 .R' 8 4835N Ff t) OR/-/1/-/-/R/- Scale =.1875"/Ft.
Tnlas Cwnponems of Oregon (503'357-2118 **URN Mal••READ MO TouoN All VOTES ON This oMANNIGi ` 1 TC IL 25.0 PSF
825 N 4th Ave,Cornelius OR 97113 "1 'w FO RII}I THIS MAMA TO ALL CCIIINAeIONS INCwglr6 Tl1E INSTAusRs. 4/ " 83294P£ 77 REF R7175- 97624
T .ea require extrema care in feel-looting, hond!ing. shipping. installing end bracing.Refer to and folies -
r,aextremaehe Ietest edition of RCE! (Dullding Component Safbty Information.by Tal end WIGV for..r.ty preatieae prier /�. DL 10.0 PSF DATE 11/29/17
to pa i,q these Nnotfons. Installer%shell provide twiporery bromine per RC$f. Unless noted otherwise. , _
top chord%toil have properly attached structure! sheathing end bottom chord shell have a properly ettathed s
rigid calling. Locations shos for permanent lateral restraint or webs shell have bracing lanai lea per SCSI DL 7.0 PSF DRW CAUSR7175 17333067
,4 _`n sections 93. 87 er RIP,me applicable. Apply plates each rete of truss..a posit!..ew positions.
elm. an 11/29/2017
iLL�.3Jllj( the Joint Details, union.noted otherwise. Roll,to drawings low-z for standard plate position.. OREGON BC LL 0.0 PSF CA-ENG PBC/RTT
Alpine,a diwisio„or 1111 Building Component. ro
Group Inc.shall not be responsible r any deaixien free this
dressing.any foli.ee to build the crass in conferments with Afa1RPI 1,er for h.ndllag, shipping. lae AN ITW COMPANY Irate lloci en ICY+{,20db TOT.LD. 42.0 PSF SEQN- 308897
II,bracing or:..sees.
. A wool an this rrcolfq or cover pop listing this growing, IMiwtw mospISAOR sf premolmN1 hnplooOrIAO
era ponslid f lny solely POI-w Joslyn shown. Thy aultsbtl lty end w of this growing for we stnwtum Is Oho •
8351 RovmaCicle responeIbl Iffy or w!undine De.lgror per Atal/191 t.a.R. "'ell Tao • DUR.FAC. 1 .15
Sacramento,CA 95828 For.ore informatial,sea this Job's general nates pepa and these web sites,
ALPINE:.we.elpin.lte.sem;TPI: ww.tpinst.org;WtCR:eawebcindstry..oe; ICC'wwe.lomsefe.prg Renewal 813012018 SPACING 24.0" -REF- 1W6C7175Z02
FOR OFFICE USE ONLY—SITE ADDRESS:
This form is recognized by most building departments in the Tri-County area for transmitting information.
Please complete this form when submitting information for plan review responses and revisions.
This form and the information it provides helps the review process and response to your project.
City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
III _ * Transmittal Letter
T;i;n it t) 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov
TO: V+n DATE VED:
DEPT: BUILDING DIVISION HEUEIVED
NOV 292017
FROM: 1\1\04'6-8-t;vta CITY OF TIGARD
Co
BUILDING DIVISION
COMPANY: C? \if Co 54--v-tA.c,- ,!9,-, y-7
PHONE: �a3 g ,3 I S By:
RE: l 2 -5 Sw Avg
(Site Address) ( ermit Number
(Project name or subdivision name and lot number)
ATTACHED ARE THE FOLLOWING ITEMS:
Copies: Description: Copies: Description:
Additional set(s) of plans. Revisions:
Cross section(s) and details. Wall bracing and/or lateral analysis.
, Floor/roof framing. Basement and retaining walls.
Beam calculations. Engineer's calculations.
Other(explain):
REMARKS:
FOR OFFICE USE ONLY
Routed to Permit Technician: Date: ) ) -- - ) '1 Initials: `II
Fees Due: ❑ Yes ►V No Fee Description: J Amount Due:
Special
Instructions:
Reprint Permit(per PE): ❑Yes No No 0 Done
Applicant Notified: Date: /// /i 7 Initials: 87;
I:\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012