Plans (99) _ m:i61.00'
-- 231
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Tree protection \ ''1-4--J I ��
- � .7.: - - -r--- . L�
Inc r----� -— - — -
> x in-0- r --e,----E--__._ ADDING 12'X 10'COVERED
Lot Area: 6319 sq ft 2 2 0< o w—m 'I DECK.
Bldg Coy: 2180 sq ft rmi D 7j> o ® r�... 1jn._� c� I SETBACK LINE
Total impervious: 2700 z m m l i x 1
coverage: 34 % / 42 % total I 1•
1
9 •+ 3
• *112.51-
•
(rater serv3cei ,,,,,, r ® Grand FP
10
Iiii Cantilever
It/rain/kg.]gal 5.00' N
I� 7
'silt rencei .... •
TYP. ■ I
■
0 Cercidih /us
� • 2885 —� 5.00'
p p'�onicum KATSURA 1,5"CAL. a TYP.
• 236 FFE
Cornus nuttdUi PACIFIC DOGWOOD 1,5'CAL 7 V
■
■
The project arborist has reviewed this plan and certifies � ea
that the trees and tree protection are accurately I r ® 234 GFE
represented;tree protection measures are equal to or e•e'
greater than those on the approved tree protection plan, A • L— 4, •® r•r�
which remains applicable. ■ 120 5 1
29 'o
Q 20 5 `
tffoah f. 461---- I
o SSL
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Morgan Nolen,Project Arborist v_ _ / r
ISA Board Certified Master Arborist,PN-61458 ® "----,e.t a r
ISA Tree Risk Assessment Qualified S'09-"----1s
Date:January 18,2018 r
%DBERR
3.68 !-
COURT °°
\I:7 7.421
20 0 10 20 40 REVISION
miimi
1 inch = 20 ft.
CITY OF T"`IGARD PLOT PLAN NOTES:
Approved by pia nine 1. BASED ON SURVEY INFORMATION RECEIVED ON 11-29-2017.
2. PLOT PLANS SUBJECT TO CHANGE BASED ON FINAL PLAT.
Date: • 3. UTILITIES SHOWN BASED ON PRELIMINARY CONSTRUCTION PLAN.
•
Initials: _
MIMEO fin
DRANK RILE- .»NO,
Riverside Homes, LLC i I ENGINEERS Progress Landing N0399
17933 NW Evergreen Pkwy t
Beaverton,Oregon 97006 ® `-g' Engineering Lot 08
DRAMS
503-645-0986 `' K&Planning 1
3409 NW John Olsen Place 12014 SW Redberry Court or
HIIISboro,OR 97124
503 6014401 503 6014402-fax 1
RobertC, Plotted: Dec 01, 2017 — 12:53pm, P:\N0399\dwg\Eng\Plat Plots\11-30-2017\N0399—Progress Landing 08.dwg
REVISION
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Customer: PARR FOREST GROVE
o N oo Desc. : Rvrside 2885 2626 RBC PAT
0 0 " 0D ADDRESS: rwuss ___ ---
71 M o z Designed by: BILLY BREESE
,-- z cn o
Alpine, an ITW Company
8351 Rovana Circle Sacramento,CA 95828 (916)387-0116
Page 1 of 1 Document ID:1W6H7175Z1505072305
Truss Fabricator: Truss Components of Oregon
Job Identification: 0216061--PARR FOREST GROVE -Rvrside 2885 2626 ABC PAT -- HILLSBORO, OR
Model Code: IRC
Truss Criteria: I RC2012/TPI-2007(STD) O PRO
Engineering Software: Alpine proprietary truss analysis software. Version 16.01. ,�G�� FFSS
Truss Design Loads: Roof - 42 PSF @ 1.15 Duration �9 . O 1 H EF O
Floor - N/A ((/ 83294PE
Wind - 120 MPH (ASCE 7-10-Closed) 1
Notes:
1. Determination as to the suitability of these truss components for the OREGON
structure is the responsibility of the building designer/engineer oftr14 Z0�
record, as defined in ANSI/TPI 1. `?sell Tao•
2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175
Rte . ., ,'2018
Details: 12015EC1-GBLLETIN-GABRST10-
Submitted by RTT 07:20:45 12-05-2017 Reviewer: JCJ
$ $ 12/05/2017
# Ref Description Drawing# Date
1 02180--A 17338139 12/04/17
2 02181--AGE 17338140 12/04/17
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 0216061--PARR FOREST GROVE -Rvrside 2885 2626 ABC PAT -- HILLSBORO, OR - A )
Top chord 2x4 HF #2 120 mph wind, 15.00 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 DF-L Std/Stud DL=4.2 psf.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member
load applied per IRC-12 section 301.5. design.
Deflection meets L/360 live and L/240 total load. Creep increase factor
for dead load is 1.50.
•
4X5
_ i4 I
4
2-3-15
2X4(A1) = 2X4(A1)
0-3-15 ma am 0-3-15 0 8-1-2 ,--=:::::_4 —
1.5X4 Ill
L1-o-oJ Lc:1-0-0>j
Fc 6-0-0 >1< 6-0-0 >I
6-0-0 _I_ 6-0-0 _I
12-0-0 Over 2 Supports
R=617 W=5.5" R=617 W=5.5"
RL=34/-34
13 PROFS,
Design Crit: IRC2012/TPI-2007(STD) AL Ss,
PLT TYP. Wave FT/RT=2% 0%)/4 0) 16.01 .,164)4►A.GP4E Ip OR/-/1/-/-/R/- Scale =.5"/Ft.
...WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
Tnss Components of Oregon (503)357- 118 •eII,PORTANT•• FURBISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS 83294PE TC LL 25.0 PSF REF R7175— 2180
825 N 4t Ave,Cornelius OR 97113 �:
Trusses rewire e t eme are in fabricating, handling, shipping, Installing and bracing. Refer t DL 10.0 PSF DATE 12/04/17
the latest edition ofrBCSI`(Building Component Safety Information, by TPI and NTCA) for safety practices prior
o performing shal thaaVefproperly attaached ers structurl provideal
she th temporary bracing per BCSI.a Unless notedproperly
aachedotherwise,
to d ordceiling.
Sha have pons shown for
man Cara sheathing r ant bottom chord shah have a pinstalled
nstaly a tan e° 7 :C DL 7.0 PSF DRW CAUSR7175 17338139
rigid ceiling. Locations s r permanent I restraint of webs shall have bracing n shown above anBCSI 12/05/201 I
A I' ,LJO EI sections BD ai or B.unl as ooted other Apply plafer to'dr each face of Cru an°position as tion abover and on
the JointDetails, unless noted otherwise. Refer to drawings,BOA-Z for standard plate positions.
OREGON BC LL 0.0 PSF CA-ENG RTT/RTT
I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation f this
AN ITW COMPANY t,`Isw>',"g'ta"on failure
bracing f trussees.truss in conformance with ANSI/TPI ,, or for handling, shipping, 13 '141'14,2°da 0 TOT.LD. 42.0 PSF SEQN- 39737
A lel,this drawing or the.rd sign horn.. this drawing, Indicates use at this ofprofessional sengineering
Is �S9e!!Tan•` DUR.FAC. 1.15 FROM BB
responsibility solely sin fur the resin shown. The drawing,y.nn use of this drawing for any structure Is w
8351 Rovana Circle re.pomsbl I ICy M the Building D..Ign.P per ANSI/TPI 1 See.z.
Sacramento,CA 95828 For more Information see this Job's general notes page and these WE.
ALPINE:www.alpineltw.com; TPI:www.tpinst.org;ATCA:www.sbcindostry.com; ICC www.iccsafe.org Renewal 8/30/2018 SPACING 24.0" J RE F- 1 W6H7 1 7 5Z1 5
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 0216061--PARR FOREST GROVE -Rvrside 2885 2626 ABC PAT -- HILLSBORO, OR - AGE )
Top chord 2x4 HF SS 120 mph wind, 15.00 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 2x3 HF #2 :W1 2x4 DF-L Std/Stud: DL=4.2 psf.
Truss designed to support 1-0-0 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 notches. Provide lateral wind bracing per ITWBCG wind bracing details or per
Do not notch in overhang or heel panel . engineer of record. 2X3 studs require reinforcement at 70% of the
length tabulated for 2X4 studs of the same grade.
See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind
bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live
load applied per IRC-12 section 301.5.
Deflection meets L/360 live and L/240 total load. Creep increase factor
for dead load is 1.50.
4X5
4 _ 4
W1 2-3-15
2X4(A1) _ — 2X4(A1)
0-3-15 _' 0 0 0 ---110 48-1-2
I.c.1-0-0>j t<1-0-0>J
6-0-0 + 6-0-0 H
I, 6-0-0 _J 6-0-0 ,J
1 12-0-0 Over 2 Supports
R=744 U=101 W=5.5" R=744 U=101 W=5.5"
RL=39/-39
Note: All Plates Are 1 .5X4 Except As Shown. �sr)PROF.
Design Crit: IRC2012/TPI-2007(STD) ,rtG Ss,
PLT TYP. Wave FT/RT=2% 0% /4 0 16.01 .1e a ,,GAN
( ) ( ) E4. OZ OR/-/1/-/-/R/- Scale =.5"/Ft.
ee
Truss Components of Oregon (503)357-2118 "WARN INGI READ ANO FOLLOW ALL NOTES ON THIS DRAWING! <Cj AQ
825 N 4th Ave,Cornelius OR 97113 ..IM ORTANT^ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE 1D TC LL 25.0 PSF REF R7175- 2181
Trusses require extreme are in fabricating, handling, shipping, installing and bracing. Refer to are follow
editionof BCSIc(Bui(ding Component Safety Information, by'TPI and WTCA> for safety practices prior DL 10.0 PSF DATE 12/04/17
o pegs rmaha chew(properly attached
structural provide temporarysheathing
bottom
per BCSall . unless properly
atttarwise,
,Addlihk top mord shall have pons shown
n taches man structural an achingandof web nshal shall have n pinstaly n perM1ed :C DL 7.0 PSF
diced ceiling. or Locations oafar Apply a restraint of.abs shall have bracing installed per Bcsl 12/05/2017 DRW CAUSR7175 17338140
All LF3[1 N he Join BD B]or unless
napplicable. Apply plaRefer
to to each race of trussstandard
plate as shown above from this
the�n Details,i ""awadotherwise tafar Inc. ngsSha 160A-2 fur °rd prate positions.
ti OREGON BC LL 0.0 PSF CA-ENG RTT/RTT
I draping, a division or ITN build
Building Components Group Inc, shall now be Tor for Thaw for any ripping.
AN ITW COMPANY
drawing, beeraci to rtrusse""a' '"conformance with ANSI/TPI ,, or far Handling. snipping. ty ori° ® TOT.LD. 42.0 PSF SEQN- 39741
A sisal on this drawing or cover R.R.listing this drawing, Indicates.00.pt.nw of professional engineering 4� LY 14,
8351 Rovana Circle
rr..Pansibilittyyr ofiethe for
eng design iIgner°pr per ANSI/TPI 1suitability and use of this drawing for any structure I.awn. $ell Tao! DUR.FAC. 1 .15 FROM BB
Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites,
ALPINE: www.aapaneatw.cam; TPI: www.tpansa.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.org Renewal 8130/2018 SPACING 24.0" J REF- 1 W6H7 1 7 5Z1 5