Plans (39) /t47- j/Ce--0, F
I. /.),. / JAi /33 v./4/
RECEIVE
DEC 2 0 2016
CITY OFTIGARb
BUILDING DIVISION
F---8.8" I- 42'
-I- 10' -.1
(
'9J ( L L
N (.7
T 1
--1- 7.
1 EJG
=.. =
m
Oj EJ1
EJ2
2'3'
05
03 E
m
m n
RG /
1 .11
Ul I 1
• 4'6_8
07
.
PI
W CHS® �� C1 o
CO 'r3 — 3-e
c�
m
T
m
� I I 1
1 I I I
N 43
LH ^�' I 43'6" I- 10'
Is 60'8" J
Customer: PARR FOREST GROVE
ii o Desc. : Riverside Plan 2626 A Ma
11 G)CCfl
O ADDRESS: master ��$
-- Z o zz Desi9ned by: BILLY BREESE gds
o cn .. ..._« ....,.......
o-g:.""g'`•i�......:�.}4A amu...
IfRECEIVED
Alpine, an ITW Company
8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 DEC2016
FPage 1 of 1 Document ID:1 V WE7175Z0207110921 yy�Y� pp� A
Truss Fabricator: Truss Components of Oregon 8LLILD1NG fV 4 taD
Job Identification: 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR a
Model Code: I RC
Truss Criteria: I RC2012/TPI-2007(STD)
Engineering Software: Al pi ne proprietary truss anal ysi s software. Versi on 16.01. ,��f.��O FROFFS
Truss Design Loads: Roof - 42 PSF @ 1.15 Duration 1 xG1NF4, ''/O
Floor - N/A Lti �, 83294PE ,Q 9
Mind - 120 MPH (ASCE 7-10-Closed) 0: ✓,--
Notes:
1. Determination as to the suitability of these truss components for the OREGON
structure is the responsibility of the building designer/engineer of AC
record, as defined in ANSI/TPI 1. ._/3n,LY 14,god° oz,
2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 8@ll Tan'
Details: 12030EC1-GBLLETIN-GABRST10-BRCLBSUB-12015EC1- 121072 2018Submitted by RTT 11:08:37 12-07-2016 Reviewer: RTT
$ $
# Ref Descri .tion Drawin.# Date
1 98141--CG 16341016 12/06/16
2 98142--C 16341009 12/06/16
3 98143--C1 16341013 12/06/16
4 98144--CGE 16341015 12/06/16
5 98145--BGE 16341006 12/06/16
6 98146--B 16341005 12/06/16
7 98147--EGE 16341012 12/06/16
8 98148--E 16341010 12/06/16
9 98149--E1 16341011 12/06/16
10 98150--DGE 16341008 12/06/16
11 98151--EJG 16341004 12/06/16
12 98152--EJ1 16341017 12/06/16
13 98153--EJ2 16341014 12/06/16
14 98154--A 16341003 12/06/16
15 98155--AG 16341007 12/06/16
16 98156--SJ1 16341002 12/06/16
17 98157--SJ2 16341001 12/06/16
18 98158--SJ3 16341018 12/06/16
19 98160--CHV 16342079 12/07/16
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - CG )
Top
chord 2x6 HF #2 2x4 HF #2
2 COMPLETE TRUSSES REQUI RED 1 < Z
Webs 2x3 HF #2 :W1, W2, W7, W8 2x4 HF Std/Stud: Nai I Schedul e:O.120"x3", mi n. nai I s
:W3, W4, W5, W6, M18 2x4 HF #2: Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @ 9.25" o.c.
See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Webs : 1 Row @ 4" o.c.
braci ng requi rements. Use equal spaci ng between rows and stagger nails
i n each row to avoi d spl i tti ng.
SPECIAL LOADS 4" o.c. spaci ng of nai I s perpendi cul ar and paral I el to
(LUMBER DUR.FAC.=1.15 / PLATE DUR.FAC.=1.15) grain required in area over bearings greater than 4"
TC - From 90 PLF at -1.00 to 90 PLF at 0.00
TC - From 87 PLF at 0.00 to 131 PLF at 17.50 120 mph wi nd, 22.47 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located
TC - From 131 PLF at 17.50 to 87 PLF at 35.00 anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
TC - From 90 PLF at 35.00 to 90 PLF at 36.00 DL=4.2 psf.
BC - From 7 PLF at 0.00 to 7 PLF at 35.00
TC - 417 LB Conc. Load at 27.04 Wind loads and reactions based on MWFRS.
BC - 1733 LB Conc. Load at 19.06
BC - 336 LB Conc. Load at 20.94, 22.94, 24.94, 26.94 Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng detai I s or per
BC - 120 LB Conc. Load at 29.00 engineer of record. 2X3 studs require reinforcement at 70% of the
BC - 114 LB Conc. Load at 31.00 33.00 length tabulated for 2X4 studs of the same grade.
6X10= Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease
factor for dead Ioad i s 1.50.
3X5
3X5
3X5 i 5-
6 r_ i
3X5 6
9-1-3
_ /1\\,W3 Yili,
0-4-3 W 2 L 11 0-4-3
a3X5= 2X4 III 2X4 III 3X5= ,I 4_18-0-0 1
3X10(ASR)= 4X12(B7R)
8X8=
1-0-0 3X5= 5X5(R) III 1-0-0
L 6-2-5 _i_ 5-7-13_ .._i__ 5-7-13 , 1 _ _ 5-7-13 _L 5-7-13 �_ 6-2-5
I' 9-0-4 —I 6-11-0 —3-1-8 I— 6-11-0 'I_
9-0-4
17-6-0 17-6-0
I' 35-0-0 Over 2 Supports
R=3468 U=186 W=5.5" R=4622 U=274 W=5.5"
Note: AI I PI ates Are 1. 5X4 Except As Shown.
Desi gn Crit: I RC2012/TPI -2007(STD) ,eppROpk.
PLT TYP. Wave FT/RT=295(0%)/4(0) 16.01. ,4R.�1'_4a�:! h, 6" OR/—/1/—/—/R/— Scale =. 1875"/Ft.
Truss Components of Oregon (503)357-2118 ...WARN!NGI m•READ AND FOLLOW Au NOTES ON TN1 s DNAr1 Nm
825N4th Ave,CorneLusOR97113 '•IIPOHUNf•• FI111N1sx TIAs DRAWING To ALL COMPACTORS INeINSTALLERS.lxg TNeINSTALLERS. ill
� • .�j TC LL 25.0 PSF REF R7175- 98141
Trusses requi re extreme care 1 n fabrl cavi ng, hantll ng, shi ppi ng, I nstal I i ng antl brad ng. Ref¢r co and fol I aw
the 1 atest ng
ti on of BCSI (Bun I di ng Component Safety I e temporary
on, by TPI and PTCA)for safety pracol ces prl or /� DL 10.0 PSF DATE 12/06/16
T• o pada'mang theseefunncti ons. I nstal I ers shat I provi de tempos ry brad ng per alpBM. Unl ess noted otherwi se,
top hortl hall ave properly attechatl s crural sheath)ng a d bottom c ortl shall have a properly a ta<hetl
n gl d c I I ng. Loc i s shown for permanent I ateral est i of web shat I have braci ng metalled per BC' BC DL 7.0 PSF DRW CAUSR7175 16341016
All
O�� sects ons B3. B or B10, as app)i cab)e. Apply ares to each face of for stantl g on 12/07/2016
1,=-)1]N
i post ti on a shown above
l the lot nt D¢tai l a, unl ess notetl otherwise. Refer vp drawl ngs 16OAtZ f antlartl PI ata passe ons. BC LL 0.0 PSF CA—ENG RTT/RTT
AI p,n, a tli vi sl on of I bu I d 1 tli ng Components Group 1 nc. steal 1 not be rorfori bl a for any tlevi art on from Chi s OREGON
tlrawt ng, any Pal I use to but 1 tl the truss I n conformance wi th ANSI/TPI 1, or for handl i ng, shi ppi ng,
AN ITW COMPANY i natal I ati pn b brae,ng of trusses.
TOT. LD. 42.0 PSF SEQN—
.l b1 l l�ty ea•1y drawlfong r en.e.. no.ng n.mw1 X01 I I ty�laan0�use of�l s drawl ng for any saw. e I ng
Cho �</ ICY 4.Z0� m QN— 30325
r
835!Rovana Circle r"P°A"a"h'of a"B""a"'o 125s1 prior per ANSIrtp1 1 Sant. 05011 Ta •t DUR. FAC. 1. 15 FROM BB
Sacrarnmto,CA95828 For mere nfarma en tb•s general a page antl these web alt¢=: SPACING 24.0" JREF- 1VWE7175Z02
Y
ALP!NE: waw.al pi nellm;
tw.corm : waw.tpipi n sC.org; WrCA: www.sbci ndustry.tom; ICC: www.I ccsafe.org Rnm..,nl mI2ASy 11R
40
THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 1115025--PARR FOREST GROVE -Ri versi de PI an 2626 A Ma -- master master , OR - C
Top chord 2x4 HF #2
Bot chord 2x4 HF #2 120 mph wi nd, 22.47 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located
anywhere f. roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Webs 2x4 HF Std/Stud :W3, W4, W5 2x4 HF #2:
DL=4.2 psf.
(a) Conti nuous I ateral restraint equal I y spaced on member. Wind I oads and reacti ons based on MWFRS wi th additional C&C member
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load desi gn.
applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase
Truss designed for unbal anced snow load based on P 25.00 factor for dead I oad i s 1.50.
Ce=1.10, CAT I I & Pf=21.17 psf. g= psf, Ct=1.10,
5X5=
3X5 .� 3X5a
3X5��
3X5
1. 5X4� .•.
1. 5X4
s r
6 9-1-3
/! u �\ 418-0-0 1
5X5 A2 3X5-=— 5X7=
( )= 3X5=
1.
1 5X5(A2)
L1,J
6-2-9-0-4 1_ 5-7I
13 8-5-127-13 >I.c 5-7-13 85-12-J— 5-713
13 ....1-
9-0-46-2-5
I_ 9-0-42 5 J
17-6-0 I 17-6-0
I‹ 35-0-0 Over 2 Supports ,J
R=1588 U=66 W=5.5"
RL=153/-153 R=1588 U=66 W=5.5"
Desi gn Cri t: I RC2012/TPI —2007(STD) .
EtES)PRo
PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. rL1' `r,,
Truss Components of Oregon (503)357-2118 ••WARM WI•• READ AND FOLLOW ALL Rohs ON THIS DRAM NG! «'��►1a7\ �� OR/ /1/ / /R/— Scale 1875"/Ft.
825 N 4th Ave,Cornelius OR 97113 ••1 RFDRTANT•• FIAWiI SN TNI S INIAWI NG TO ALL CdRpARp15 INCLUDING THE I NSTAPLERs IA IC LL 2 5.0 PSF REF
Trusses regal re e e I n fabrl call ng, handl i n shI R7175- 981 42
the I atest etll ti on ofrBC51 care
1 di n Cam g' PPI ng, Instal 1 i ng and br i ng. Refer[ O fol I ow
t. o performi n es g Component Safety I nrormpoi ar by TPI are NTCSI for fetyoteed o herr.s or ,/' DL 10.0 PSF
top shal g these fundi ons. Installers char I prove de temporary brad ng per Bcs. "um eaa nDATE 12/06/16
rl gi tlhceldl i ng.I M1Locet ooperl y attached structuralnasheatM1l ng and bottom chord steel I have a properly attached
saown<or of wetbs sball have b ci ng Installed para BCS^ BC DL
Tl A s 83, B7 or 810,"as C�l i abl�r Apply Pea[csl toeeecn Face of and 7.0 PSF DRW CAUSR7175 16341009
Ail
I Q,�/` 'I I the[Jd nc Detai r s, nl ess not otM1erwi se. Refer o drawl n s 1 Op- ru t posi t1 on M1own above n o 12/07/101 L
IPI, I \V' I g Z forss standard pl ate pose ti ons. / G 1 V
AI pi ne, a di vi sl on of ITN ERA I dl ng Components Group 1 nc. steal I not be response 61 a for any devi ail on from the s OREGON BC LL 0.0 PSF CA—ENG BFR/RTT
drawe ng, any fai I are to bud I d the truss I n conformance wi th ANSI/TPI 1, or for handl I ng, she Ape ng,
AN ITW COMPANY I natal I ate on&brace ng of trusses. `110•14,20
� �p
AAowl m i ty d.ort ngror u1.,'pOB III otI ne i...drawl,g i I roe e w.N:.prtn.or vrer...l Ansi .ngi Iwfi nR vtY�4.ZOV- TOT. LD. 42.0 PSF S E N-
ey er mi.„r..l Q 30377
8351 Rovana Circle r..pon.l bl I I ty of the Sul I GI np Wel goer per ANSI/TPI 1 See.2. r•r•�.ereetur.1.e1y 4� `�
Sacramento,CA 95818 For more infarmasl on see ihia b's 8g!!Tar OUR. FAC. 1. 15 FROM BB
ALPINE: waw,al pi no;tw.con, TPI: wow. J o general www.s page and these web s
' , tpe oats org; NTCA:notes sbci ndustry.com; ICC:'maw.i ccsafe.org Renewal&301201$ SPAC I NG 24.0" J REF- 1 VWE7175Z02
THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 1115025--PARR FOREST GROVE -Ri versi de PI an 2626 A Ma -- master master , OR - Cl
Top chord 2x4 HF #2 :T2 2x4 DF-L #2: �
Bot chord 2x4 HF #2 120 mph wind, 22.47 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Webs 2x4 HF Std/Stud :W2, W5 2x4 HF #2:
:W4 2x4 DF-L Std/Stud: DL=4.2 psf.
Wind I oads and reacti ons based on MFRS wi th additional C&C member
(a) Conti nuous I ateral restraint equal I y spaced on member. desi gn.
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad Deflection meets L/360 Iive and L/240 total I oad. Creep increase
applied per IRC-12 section 301.5. factor for dead load is 1.50.
Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10,
Ce=1.10, CAT II & Pf=21.17 psf.
5X7(R) III
T T21.5X4 III
" 1. 5X4 III
3X5 3X5
..4%4449-1-3
3X5 t-
6 r- 3X5 6
144%,
—I 4 8X8= 4 L
diiiiiiiiillipippi.-LI.,
/' 5X7— ;� �� 18-0-0
5X5(92)= 6X8= 1. 5X4101 T
X5( 5X5(A2)
1-0-0
Fc 2
77-318 T 77-53-04 ,-i1nr-.2-11-
342-11-4 3-4-5-12 6-3-12 ' 6-10-4
6-10-4
c 17-6-0
7-3-8 —I— 7-3-4 _I_ 7-3-4 4 _I_ 17-6-0 13-2-0
35-0-0 Over 2 Supports
R=1595 U=62 W=5.5"
RL=153/-153 R=1593 U=63 W=5.5"
Design Crit: I RC2012/TPI -2007(STD) �Ep PROFvS
PLT TYP. Wave FT/RT=2%(0%)/4 0) 16.01. '/, S
Taws Components of Oregon (503)357-2118 ••WARNI NGI••READ AND FOLLOW ALL NOTES ON THIS DRAM WI
�t��/�7� �i OR/-/1/-/ /R/- Scale =. 1875"/Ft. _
825N4th Ave,Cornelius OR97113 ••IwoRTNIP• FURNISH TNISDRAWING ToALL CONTRACTORS INCLUDING THE INSTALUERS. TC LL 25.0 PSF REF R7175- 98143
Trus Tagus r extreme care I n fabri cat/ng, handling, sh/ppi ng, I natal I Ing and braci ng. Refer t fol I ow H
the I ste=t di tl on of BCSI /Bui I di ng Component Safety I nformatl on, by TPI d nTCA>for safety practiaces pri or DL 10.0 PSF DATE
,perform/ng these£unctl ons. I natal 1 ersushal 1 provide temporary bracing per BCSI. Unl ass noted o rwis 12/06/16
top chord shall have properly attached structural sheathing and bottom chord shall a properly attachede
ri gid cei I i ng. Locati ons sown r permanent 1 stars res t of wetruss
s sisal I have brae ng i natal I ed per BCSI BC DL 7.0 PSF
Ail O`� sa t1 ons 83, BT or B10, as bpel i Cabl e. Apply atesol to each face of ru and posi t/on a shown above a 12/07/2016 DRW CAUSR7175 16341013
L J I the Joi nt Detei 1 s. I ass noted otherwi se. Refer ngs 1609-Z forstandard pl ate post ti ons.
AI pi ne. a di vi si on of ITN Bei I di ng Components Group Inc.'anal/ not be responsi Isle for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT
Crawl ng, any fol I ure to bus I d the truss I nwi th ANSI/TPI 1, or for handling, shi ppl ng,
AN ITW COMPANY I natal I ati on N braci ng of crosses. conformance
A• on.i on ity•drawl�°ra�N: I�I AP n»'a��ng. Indl000 B eeeepsenee of preheelen.: .nglnwrl I9 A4 "-LY 14.20Vs �� TOT. LD. 42.0 PSF SEQN- 30378
1y .e a thus drawl ng for structure I.this
Seely Tan DUR. FAC. 1. 15 FROM BB
8351 Rovana Circle r••I Ni I I ty so w Bbl I IR,q Deal 9ner per ANSI .01 1 See.2.
Sacramento,CA 95828 For mora'nrormat;on a ihi a J ob's general
notes page and these web a/tea: SPACI NG 24.0"
/ ` 9LPI NE: Wm,al pi neIiw.Com; TPI: www'call nst,org; Nw,TCA: arm sbci ntlustry.Com; ICC: www. ccsafe.org Renewal 6/30/2018J RE F- 1 VWE7175Z02
( 1115025--PARR FOREST GROVE -Ri versi de PI an 2626 A Ma -- master master , OR - CGE ) THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIWENS/ONS) SUBMI TTED BY TRUSS MFR.
Top chord 2x4 HF #2
Bot chord 2x4 HF #2 120 mph wind, 22.47 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Webs 2x3 HF #2 :M12 2x4 HF #2: anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
DL=4.2 psf.
Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng detai I s or per Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member
engi neer of record. 2X3 studs requi re rei nforcement at 70% of the
I ength tabul ated for 2X4 studs of the same grade. design.
See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind
a) Continuous lateral restraint equally spaced on member.
bracing requirements.
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease
applied per IRC-12 secti on 301.5. factor for dead Ioad i s 1.50.
Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Truss designed to sup
Ce=1.10, CAT II & Pf=21.17 psf. cladding Ioad not toexceedd 5 PSF ort 1-0-0 onehface, andord outl 24" span and
NOTE: I f wall top plate i s not aligned wi th ceilin lane, wall opposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c
braci ng must be provided to ensure add with cu g PSee C2012 al ong top edge.DO NOT OVERCUT. No knots or other I umber defects
sec. 602.3. Bui I di ng owner or bui I di nggdesi gn prrofessii onal Rshal I al I owed wi thin 12" of notches. Do not notch i n overhang or heel panel.
be responsible to retai n engineer for wall/support bracing desi gn.
5X5---
3X5%
X5=3X5% oi 3X5
s 111111111
--76
111 : : : i
•. 9-1-3
111 II i
'� Ii ra
3X5(A1)= 5X5=
3X5(A1)
1-0-0
1-0-0
L_ 17-6-0 ..j_.. 17-6-0 J
IL.< 35-0-0 Over Conti nuous Support >{
R=121 PLF U=4 PLF W=35-0-0
RL=4/-4 PLF
Note: Al I PI ates Are 1. 5X4 Except As Shown. oto PROF
PLT TYP. Wave
Design Crit: I RC2012/TPI -2007(STD) �, SS,
FT/RT=2%(0%)/4(0) 16.01. ► ),441 CidNe_ i0 OR/-/1/-/-/R/- Scale =. 1875"/Ft.
Truss Components of Oregon (503)357-1118 ....WARNING!••READ AND Follow ALL NITS ON THIS CRANING!
825N401Ave,Cornelius OR97113 ••IwroRTANr• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ViTC LL 25.0 PSF REF R7175- 98144
Trusses requi re e n fabrl cell ng, M1antll i ng, sM1i poi
the latest eai ti on ofrBCSl (Bui 1 di ng Component Safely Informed on, by antl MTCA) forsafety p to antl follow _„/'
/� f. perform!ng iM1eae Pnn d ins. !Postal I arsucM1al e oreei safety prl or L 10.0 PSF DATE 12/06/16
top cbord soil! M1ave !r C temporary brad ng per BC51. Unless M1erwi se,
properly a ta<M1ed s ural sM1eatM1l ng and bottom chord shall M1ave a properly a t cM1etl
rl gi d cel I i ng. Locati ons sappi r permanent I t Nal of webs s 1 M1ave brad ng i notal I ed per o C DL 7.0 PSF
.4 n PO
I ea=a« ea, BT eonBio, as ap�l i cab!e. Apply pi alCs to each rate of and Spos$CSI a an as shown above and on
12/07/2016 DRW CAUSR7175 16341015
II J I -2,-,,::,—.°::::
M1e Jol n!Details, unless,w otherwise. Refer o drawl ngs 16oA-Z forstandardlate
p posltlons. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT
AI pl ne, a dl vis of I TW Bul I di ng Components Group Inc. sM1al I not be responsi bl a Por
drawl ng, any fai I ure to but I tl CM1e truss i n conformance wi th ANSI/TPI 1, or for M1antll i ng, pp,^d on from tM1i s
AN ITW COMPANY i notal I anion 6 brad ng of trusses.
o.
A I thitys grate
.1'cover
.a..�1°N•'n,1'p�wp"w»•w��l%l9, Inal ut......R�K.Of profess!Mel qpI ..PI ng 4s �0Y14,20” t0 TOT. LD. 42.0 PSF SEAN— 30379
.M1. n..rVl.af..lwGrof•py.t.,p�f. �» •
$@��Ta�► OUR. FAC. 1. 15
8351 Rovana Circle responel e I I ty of.I y fol I d no Deal n,I.f shown.
ANSI ITIPI I I I I ty FROM BB
Sacramento,CA 95828 For more I nformati on see tnl s J ob's general
notes page and these we
ALPI NE: www.al pi nei iw.Com; TPI: www,!pi nsl.org; NTCA: wwwd m,.sbndusiry.CoICC:=`waw. ttaafe.org Renewal 6/30/2018 SPACI NG 24.0" J RE F- 1 VWE7175Z02
( 1115025--PARR FOREST GROVE -Ri versi de PI an 2626 A Ma -- master master , OR - BGE ) THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 HF #2
Bot chord 2x4 HF #2 120 mph wind, 20.47 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Webs 2x3 HF #2 anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6,0 psf, wi nd BC
DL=4.2 psf.
Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng detai I s or per Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member
engi neer of record. 2X3 studs requi re rei nforcement at 70% of the I ength desin.
tabulated for 2X4 studs of the same grade. g
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind
applied per IRC-12 section 301.5. braci ng requi rements.
an and Deflection meets L/360 Iive and L/240 total load. Creep increase
Truss designed to support 1-0-0 top chord outlooker s
cladding I oad not to exceed 5 PSF one face, and 24" span factor for dead load is 1.50.
opposite face. Top chord may be notched 1.5" deep X 3.5" AT 4811 o/c
along top edge.DO NOT OVERCUT. No knots or other lumber defects Truss designed for ATba& Pf snow load based on Pg=25.00 psf,
II
al I owed wi thin 12" of notches. Do not notch i n overhang or heel panel . Ct=1.10, Ce=1.10, CAT I & =21.17 psf.
4X5=
i
i i
i
i
5-1-3
k
it
II
./ fl 0 fl a El [} a LI 0 0 fl
//////////////// /`l " 18-0-0 i
2X4 Al)= 2 4(H 1)
L1-0-0I
-0-01
LL 9-6-0 ,I_ 9-6-0 J
19-0-0 Over 2 Supports J
R=230 PLF U=7 PLF W=5-2-8 R=230 PLF U=7 PLF W=5-2-8 >I
RL=17/-17 PLF
Note: AI I PI ates Are 1. 5X4 Except As Shown.
Design Crit: I RC2012/TPI -2007(STD) .c ' PROF S*
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 0,e44).4?!.
Truss Components of Oregon ((503))357-2118 ••WARN!NGI••READ ANDFocaAuNOTES oNTHISDRAM NG!
Q•�NF ��0 OR/ /1/-/-/R/- Scale =.375"/Ft.
825 N 4th Ave,Cornelius OR 97113 ••I IPORTMR•• FURNISH TNI S SWUNG TO ALL CGMTRACTGIts INCLUDING THE INSTALLERS TC LL 25.0 PSF
Trusses require extreme care I n fabri call ng, handling, shl poi ng, instal 1 i ng and bracing. Refer to and fel I ow
REF R7175— 98145
the latest.1 ti on of BC$i (Bus I dl ng Component Safety Information, by TPI and NTCA) for safety practices prior 11'
to performs ng these fundi ons. Instal 1 ers structure/
l provi de temporary bracing per al I . Unl ess noted attach sax ,L 10.0 PSF DATE 12/D6/16
Cop chord shall have properly attached str crural sM1eathi ng antl bottomchordshall have a properly attached
riigi d cei I i ng. Locati ons shown for permanent lateral webs shat I
have Ail
w a 03, B7 or B10, applicc`ble. p I of as shown aboI edve
pea.o^ 12/07/2016 C DL 7.0 PSF DRW CAUSR7175 16341006
A II PIJ„ III 1 the ti
nt Details, nl esssno herwi seep Refertodrawl ngsf160A-Z for standards ll at braci
a tion above n
II I \VI pshitidns. OREGON BC LL 0.0 PSF CA-ENG BFR/PTT
AlAI pi ne, a di vi si on of ITN Bul I di ng Components Gr
drawl ng, any fab I ore to bus 1 tl the truss I n ntsconGroup I nc.wi th ANSI I notbe
be rorpfori bl e I r any deevvi ati on from thi s
AN ITW COMPANY I natal I ati on a braci ng of tresses.
mei on this drawl ng or roof paps 11 st1 this drool ng, I Mi err•••aptanee of prefrsl enol *Nil mewl ng �tjs `14.4.14,204 i� TOT. LD. 42.0 PSF S EQN— 30380
wponel bill ty solely for the dal pn•Mann. The Sill tool I I ty aro yea of this drawl n g for any structure I•the
w 8351RovanaCircle rrponelblIlty of the Boll dl ng noel goer per ANSI/TPI 1 Sae.2. `ge9l Tan DUR, FAC. 1. 15 FROM BB
Sacramento,CA 95828 For moralnformati ons thl s^Lb.s general s page and these web s
I
��� ALPI NE: www.al pi nelww
tw.con: TPI: w .!pi s.org; NTCA: www.sbci ndustry.Com: ICC: wave.l ccsafe.org Renewal 13130/2018 SPACI NG 24.0" JREF- 1 VWE7175Z02
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 1115025--PARR FOREST GROVE -Ri versi de PI an 2626 A Ma -- master master , OR - B
Top chord 2x4 HF #2
Bot chord 2x4 HF #2 120 mph wi nd, 20.47 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located
Webs 2x4 HF Std/Stud anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
DL=4.2 psf.
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive
Wi nd I odds and reacti ons based on MWFRS wi th Oddi ti onal C&C member
load applied per IRC-12 section 301.5.
deli gn.
Deflection meets L/360 Iive and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf,
for dead load i s 1.50. Ct=1.10, Ce=1.10, CAT I I & Pf=21.17
psf.
4X5=
1.5X4
1. 5X4%
—Is
6 • 0' 5-1-3
iii..1 +18-0-0 /
3X5(A')= 3X7- 3X5(A1)
L*1'eJ
5-0-4 4-5-12
9-6-0 + 4-5-12 I_ 5-0-4
9-6-0
LL 9-6-0 9-6-0 J
I< 19-0-0 Over 2 Supports >1
R=901 U=39 W=5.5"
RL=77/-81 R=817 U=30
Desi gn Crit: I RC2012/TPI -2007(STD) 45.,V. PROFS
PLT TYP. Wave
FT/RT=2%(0%)/4(0) 16.01. 0,".46. OWN
Truss ComponentsofOregon (503)357-1118 ••WARMNGI••ReADANDFOLLOWAuNOTESONellsDRAVANGI F` �i� OR/-/1/ / /R/ SCaIa =. 375“/Ft.
825 N 4th Ave,Cornelius OR 97113 ••111PORtANT” FURRI SN rnl s DRAM NG TO ALL coxrRACTORS I Na wl NO THE I NSTAI�Rs TC L L 25.0 PSF REF
Trusses regi re e tare i n fabri ng, handling, shi R7175- 98146
the 1 ales[ tli tl on ofrBC51 (Bue I di n Component PPI ng, nstal I Hng and brad ng. Refer to and fol I ow ./"
g poen[Safety de temporary
byTPI and ITTCA) for afetyoted o ces pre or
/ DL 1 0.0 PSF
perfarme ng these fantte ons. ,natallera shall prpvi [emporarY br ng per BC51. Bnl aae noted atherwl se.
DATE 12/06/16
top chord shall have properly attached structuralsneacm ng and bottom chord shall have a properly attached
ri gid tee l i ng. Loocatl ons shownforpermanentI a of web shall have brad pC DL
A n O�� I I T� SAI ides B3, B] r B^oe55s ppI y pl ateoi tlrawi`h face of truss ng "atal above
per BCSI^ 12/07/2016 7.0 PSF DRW CAUSR7175 16341005
II L 1 the ioenc Dacailo �ppl'oabl e. q o poseti on a shown bove and
etl otherwe se. Refer t ngs 160A-2 f a d pl ace posl et ons.
pi", a a;v1 s1 ur of I TW Bol i h ng Componacon conformance Ind. steel 1 not be rorfori bl a far any tleve atl on
from t„; OREGON BC LL 0.0 PSF CA-ENG BFR/RTT
drawl ng, any Pai I ure to bui I tl the truss 1 n conformance wi th ANSI/TPI 1, or for handl 1 ng, ghi ppI ng,
AN ITW COMPANY Instal 1 ati on&bract ng of trusses.
�,:.,w;"ti,a:�,�t a°'�.Ia:°°n:'wr�l�i IndIeste ese.pt oe,rRf„„.Ion.1 .h,l Tr..og �(e `ticY14,2044 �m TOT. LD. 42.0 PSF SEAN- 30381
8351 Rovana Circle rmapdn.l Ni I I ey of tAa But I a
h••Itl w•�*NI s ar.wl Iq Wer eM1m
Desi per ANSI 1 S.d.:. 8011 Tan DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For nformaci ons t„i s n Cb.s general
gLPI NE: .al pi nei'cw.tom; TPI:see notes page and these web s
www.[pl s.org; NrCA: www.sbce rWustry.<om; ICC:'www.iccsefe.org Renewal 6/30/2018 SPACI NG 24.0” JREF- 1VWE7175Z02
( 1115025--PARR FOREST GROVE -Ri versi de PI an 2626 A Ma -- master master , OR - EGE ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 HF #2 :T2 2x6 HF #2:
Bot chord 2x4 HF #2 (**) 1 pl ate(s) requi re speci al posi ti oni ng. Refer to scar ed pl ate
Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: pl of detai I s for speci al posi ti oni ng requi rements.
120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located
Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng detai I s or per anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
engi neer of record. 2X3 studs requi re rei nforcement at 70% of the I ength DL=4.2 psf.
tabul ated for 2X4 studs of the same grade,
Wi See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind desa noads and reacti ons based on MWFRS wi th additional C&C member
braci ng requi rements. 9
Deflection meets L/360 live and L/240 total load. Creep increase factor IIoad applied perBottom crdcked IRC-12rsecction00psf 301.no
5n-concurrent bottom chord live
for dead I oad i s 1.50.
(*) Provide lateral bracing for inset member. Attach nailer Truss designed for unbalanced snow load based on Pg=25.00 psf,
Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf.
at edge of lower roof di aphragm, or use purlins at 24" oc.
4X5
6
3X7
■ ■
■ r 44 It
1
6 4-5-11
i
i
0-4-3
■
9-0-0
2X4(A1)
1.5X4(**) III 3X5(A1)-
1' >Ic 5-6-0 >‹
11-0-0 ---i<11 >I
11-0-0 >1< 5-6-0
5-0-3 I 3-2-13 I 2 2 14 0-6-2
I I 5-6-0
f 16-6-0 Over 3 Supports >{
R=447 W=3.5" R=814 U=5 W=5.5"
RL=75/-75 R=746 W=5.5"
Note: Al I PI ates Are 1.5X4 Except As Shown. ¢ED PROF.
Design Crit: I RC2012/TPI -2007(STD) �, S+
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. Ar■ i F� • OR/
.Q6M s/
TrusComponentsof Oregon (503)357-2118 •`wARNI NGI••READ/VD FOLLOW ALL NOTES ON THIS DRAWING! i,
ke
825 N 4th Ave,Cornelius OR 97113 ••11tPORTANT•• FURNISH SN TNI s DRAWING TR ALL CONTRACTORS I NCLIIRI NR THE INSTALLERS. 83294PE A TC LL 25.0 PSF REF R7175 98147
Trusses requi re extreme care i n fabri cats ng, handl i ng, shi ppl ng, i nstal I i ng and brad ng. RRefer to and fol I ow
the I atest tli tl on of BCSI (Bus I di ng Component Safety I N temporary
on, by TPI d RICA)for y practi hes prior �� DL 10.0 PSF DATE 12/06/16
to Performs ng I have prop)ons.attached
1 ars structural
I l Provl th tempnd bo bra<n ng per BCSI. e ess per!notedy attach se.Oigihh
top erfor shall n properly a Instal sir t ra ro.dei to and bottom chord snail have a properly attach.
r1 gi d cel I i ng. Locati ons shown permanent I Literal t webs shat I have brad ng i nstal I ed per BCSI :C DL 7,0 PSF DRW CAUSR7175 16341012
,4 r O�� , til se tl ons 83, B7 oon810, asaipl i caul e. App1 y pl ares to each faceftrussrand posi ti on shown above and on 12/07/2016
L I the Jol nt Detai I s, nl ess no etl otnerwi".
e Refer to tlrawi ngs 160A-Z forantlartl pl at¢posi ti ons.
I Al pn ne, a do ei a pP ITN Bbl l di ng components Group I nc. sM1al I t be responan m e far any dens pt1 o,,Pram ins p OREGON BC LL 0.0 PSF CA-ENG RTT/RTT
drawl ng, any Pall bre to bun I d the truss I n conformance wi to ANSI/TPI 1, or for handl i ng, shi poi ng,
AN ITW COMPANY i nstal I Lits on a brach ng of trusses. CV/ c� C TOT. LD. 42.0 PSF
A sad
.In gilt,d'el moron never.ppnn•'I IN.erig WM•d gi Im(Ieats..a.R=.n..N?pro...I.n.l engineering we -1"14,14.1 to SEQN- 30331
ti+r...me V 1.er..lhg r.f .efu euf.I. `sell Tan` DUR. FAC, 1. 15 FROM BB
8351 Rovana Circle r..apn.l Ix I I ey of lar gbl I al a Deal prier per ANSI .ul t Sime.2.
Sacramento,CA 95828 For more i nformatn ons thin J ob•s general notes page and these we
�� ALPI NE: www,al pi nen Cr,Com; TPI: www.ip,nst.org; STCA: W.V.such ndustry.tom; ICC; rose. <csafe.org Renewal 6430/2018 SPAC I NG 24.0" J REF- 1 VWE7175Z02
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 1115025--PARR FOREST GROVE -Ri versi de PI an 2626 A Ma -- master master , OR - E
Top chord 2x4 HF #2
Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Webs 2x4 HF Std/Stud anywhDL=4.2re i roof, RI SK CAT II, EXP B, wind TC DL=6.0 psf, wi nd BC
DL4.2 psf.
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive
Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member
I oad applied per IRC-12 secti on 301.5. d
deal gn.
Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor Truss desi gned for unbal anced snow I oad based on Pg=25.00 psf,
for dead load i s 1.50. Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf.
4X5=
1.5X4�0 1. 5X401
6 1---- \. / ----1
iloorK
6 4-5-11
9-0-0
2X4(A1)= 3X5=
3X5= 2X4 Al)
11'4I< 5-6-0 SIF
11-0-0 >1<l'- -1
4-4-12 3-10-4
f .....L._ 3-10-4 _I_ 4-4-12'
5-8-3 _I- 5-1-11 '1'
5-8-3
8-3-0 I 8-3-0
k16-6-0 Over 3 Supports
R=268 W=3.5" R=798 W=5.5" R=534 W=5.5"
RL=75/-75
Design Crit: I RC2012/TPI -2007(STD) S PRpFCS
PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02. 04!-1 s/
TmBsComponents ofOregon (503)357-.118 ••WARNINGI••auto AND �- d� • OR/-/1/ / /R/- Scale -. 375"/Ft.
825 N 4th Ave,Cornelius OR 97113 FGLL0r'ALL NOTES ON CONTRACTORS I s DBAx1 xcI 4 -
.e'extreme c PBRNISN TNIB, handB TB"sh poing, Inst INCLUDING braTHE i ng. BLEBS. �TC LL 25.0 PSF REF R7175- 98148
Trusses requi re a ora i n fab ng, handl i ng, la ppi ng, i nstel I ng and brad n�. Refer to and fol I ow
the 1 atest d1 ti on ofrBCSI (But I dl ng Component Safety I nformati on, by TPI and WTCA) for safety practl ces pr1 or /�
o Performing I have proper!
(ached struers ctural psheath tea.bo brating per BCA) ena pr noted ataDL 10.0 PSF DATE 12/06/16
top erfor sM1all these
properly attached ser ct rel rovi dei ng temporary
bottom chord shall have a properly attached
r,gid ce ng. Loc i ns shown for permanentwI ateral of webs=hal I have',reel ng instal IrBCS( :C DL 7.0 PSF
Ail
O`� I I n secti ons'B3a B7orB10, as appl I cabl e. Apply pi aces to each face of trusstaa tl pasi ti on as shown aboveandon 12/07/2016 DRW CAUSR7175 16341010
L J the Joe,nt Detei I s, nl ess no etl otpherwl s Refer drawl ngs 160A-Z fora tl pl ate Posi ti ons.
I AI pi ne I pf 1 TW Bei till ng truss
i nea Group Inc. pls.:
hat I mat ba rorPonsi hl a Por any tle.,i ati en Prom tM1i. OREGON BC LL 0.0 PSF CA-ENG BFR/GWH
tlrawi ng, any failure to build he ru conformance with AN51/TPI 1, o
AN ITW COMPANY i natal I atl on a brad ng of trusses. r for
handl i ng. shi PPi ng,
Ar...I this drawl Iq ar cover peo no �d ono, I Ia,oet.s eso.pe bee er prer..el.mel «IW n..rl ro �4Se`Ler 1a,sod' �� TOT. LD. 42.0 PSF SEQN- 117022
..P«.�a I l ty el„for h nes of thi s dr of
8351 Rovana Circle reap.n.1 a I I ty of the Bon 1 di ng Designer per ANSI ITP( 1 See.2. ror erly svuea,r•I.tM
ell Tar. DUB, FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more I nformatl on see thi s J old's general a page a.these web
°'
�� ALPI NE: www.al p1 mei tw.coin: TPI: www.tel mats org: WTCA: swot sbcl ndustry.cam: ICC: www.I ccsafe.erg Renewal 6/30/2018 SPACING 24.0" JREF- 1 VWE7175Z02
THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMI TEED BY TRUSS MFR.
( 1115025--PARR FOREST GROVE -Ri versi de PI an 2626 A Ma -- master master , OR - El
Top chord 2x4 HF #2
Bot chord 2x4 HF #2 120 mph wi nd, 15.00 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located
Webs 2x4 HF Std/Stud anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
:Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' DL=4.2 psf.
Wi nd I oads and reactions based on MWFRS with additional C&C member
Bottom chord checked for 10.00 psf non-concurrent bottom chord live
load applied per IRC-12 section 301.5. dace gn.
Truss designed for unbalanced snow load based on P 25.00 Deflection meets L/360 live and L/240 total I oad. Creep increase
Ce=1.10, CAT I I & Pf=21.17 psf. 9= psf, Ct=1.10, factor for dead Ioad i s 1.50.
4X5=
6
1.5X4
1. 5X4 Di
3X5,0,-
i —7
6 4-5-11
0
0-7-15
5X5(E1)= 9-0-0
3X5=
3X5= 2X4 A1)
4-10-8 >t< 11-0-0 <1'
L
la` 3-9-4
5-0-11 �`_I_ 3-10-4
5-1-11 3-10-4
-I' 5-8_43-4-12
4-4-12
L_ 7-7-8 ,L, 8-3-0 J
I< 15-10-8 Over 3 Supports
R=153 R=807 W=5.5"
RL=66/-65 R=529 W=5.5"
Design Cri t: I RC2012/TPI -2007(STD) .(�, ° o PR�F"'S
PLT TYP. Wave FT/RT=2%(0% /4(0) 15.02. •ArT S� _
Truss Components of Oregon (503)357- 118 ...WARN!NGI••READ AID FOLLOW Au NOTES ON THIS DRAM NGI d� • OR/-/1/ / /R/ $Cale 375"/Ft.
825 N 4th,Ave,Cornelius OR 97113 ••I WORTANY•• FORM SN TNI S DRAM NG TO ALL COMTRACTORS 1 NcwOI NG THE INSTALLERS. • �TC L L 25.0 PSF •REF R7175
Trusses requi re extreme care i n fabrl call ng, handling, hi ppi n 98149 _
e I elect eat ti on of BCSI (But I di • n, I nstal I 1 ng ane bract ng. Refer to antl fol I ow �'�
/ ng Iers snt I Safety de tempo on, by TPI and NTC I for safety opraatices psi DL 10.0 PSF DATE
o performs ng I have
fprop ons. I n tar 1 ars char I prowl de temporary bract ng per al I . unl assn r!y attaches 12/06/16
Cop chord stall lave properly attached structural sM1eathi ng and bottom chord stall a properly attached
s
rigid cal I i ng. Laced ons shown for permanentaterai of weds Stas I have have n=I nstal I ed`per BCS! :C DL 7.0 PSF
,4 n O�� I ^ s ti ens 13T,or Bno, as tlfaW a naCe Bram n 12/07/2016 DRW CAUSR7175 16341011
L thea i of nt Detai s, u I ass noted'oalai e. seep'Replaces t each Y of and pas tI on a shown above antl o
ings 1,6UA-Z forsstandard plate positions.
Al pe na, a tli„,sl an of ITh Balding uss;necon Group Inc. shall not ba response bl a far any l pp.all an.ram itis OREGON BC LL 0.0 PSF CA-ENG BFR/GWH
drawl ng, any pas I are to but s tl he r wi[t ANSI/TPI 1, or for handl I ng, sill pp.ng,
AN ITW COMPANY l nstal I ati on a bran ng of trusses. '"conformance
A mod
on'i'ey«;prof
cover
oo fapl�II ,^O th;•g;�;?; Nell eosin••••Rn.n••of Rr•.•.•I anal mail m..PI O, �4 ��Y 14,sod' TOT. LD. 42.0 PSF SEQN- 117021
ti b.. this tlf.ahg for.nr.�tlau f.1, `Ycig1,Tan t DUR. FAC. 1. 15 FROM BB
m 835l Rove=Circle
f••Ilmh•1 el I I by of.1tiley Nus 1 m ng Debi goer R•f ANSI .04 1 sae.z.
Sacramento,CA 95828 Formore rnformati ons the s n 's rat ne s page athese we s'
ALPI NE: woe al pI mith.corn: TPI: www epi nst.erg a PTCA: www sbci ntlustay.corn, ICC:
, www.i ccsafe.org Renewal 613o/2o18 SPACING 24.0" J RE F- 1VWE7175Z02
•
THI S DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR.
( 1115025--PARR FOREST GROVE -Riverside Plan 2626 A Ma -- master master , OR - DGE )
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 i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Webs 2x3 HF #2 DL=4.2 psf.
Provi de I ateral wi nd brad ng per I TWBCG wi nd braci ng detai I s or per Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member
engi neer of record. 2X3 studs requi re rei nforcement at 70% of the desi gn.
I ength tabulated for 2X4 studs of the same grade.
See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind •
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive bracing requi rements.
I oad applied per IRC-12 secti on 301.5.
Deflection meets L/360 Iive and L/240 total I oad. Creep increase
Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, factor for dead load is 1.50.
Ce=1.10, CAT II & Pf=21.17 psf.
•
4X5
6 1 ' 4 6 3-1-3
0-4-3 i ll 0 U LJ 0_4_3
•
%//////// ///////// 9-0-o
2X4(A1)= 2X4(A1)
Lc 1' Lc 1'
L 5-6-0 _L 5-6-0 J
l 11-0-0 Over 2 Supports
R=284 PLF W=2-8-8 R=284 PLF W=2-8-8
RL=20/-20 PLF
Note: Al I PI ates Are 1. 5X4 Except As Shown. p PRO
Desi gn Cri t: I RC2012/TPI -2007(STD) 0 Rc
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. '4 Ssj OR/-/1/-/-/R/- Scale =. 5"/Ft.
Truss Components 503 357-2118 '"WARN'NGI ww READ MD FOLLOW ALL NOTES ON THIS DRAWINGI (� NG E %. TC LL 25.0 PSF REF 47175 98150
po ”I MPORTMIra• FORM SH THIS DRAM NG TO ALL CONTRACTORS I NDLNDI NO THE INSTALLERS, 832f34 41 PE
825 N 4th Ave,Cornelius O 97 13 �/
Trusses'edit re extreme care I n fabrb call ng. handl y ng, or ppm ng, nstal I i ng and bred ng. Refer to and fol I ow GC-
10.#''
�- DL 10.0 PSF DATE 12/06/16
e etli Ci on of BCSI (Builel,g Component Safety Informed on, by TPI an WTCq) for safety prate cos pry or
t• o performing these finch ons. l rta'l ersuchal 11 Provi de temporary brad ng per BCSI. Unless noted otherwise,
cop chore shall have properly attached str t ra sheath'ng and bottom chord shall have a properly attached
ri gi d t ng. Local ons shownforpermanentuI"Coral rest t of webs shat I have brat'ng I nstal I per BC DL 7.0 PSF DRW CAUSR7175 16341008
A LL sacti Ons B3, Bl Sr B,O, as app' cable. eppl y pl Otos Co each 9 f160 of tri e pori tI on as shown abov£r and a
I the Joe nt Detre I unl ass noted otherwb s Refer to drawl ngs 160A-2 forstandard pl ate pori ti ons. 12/07/2016
I Al pi ne a di„i sl on of I TW Bub I db ng Components Group I nc. sham I of be responsi bl a for any dere t Ch1 s OREGON BC LL 0.0 PSF CA-ENG RTT/RTT
drawl ng; any fab I are to e d the truer b n conformance wi th ANSI/TPI ,, or for Sane'i ng, sin ppi ng,o ' TOT. LD. 42.0 PSF SEQN 30334
AN ITR COMPANY 1 nscal I ad on a bran ng of trusses. d��p�p
A seem .n t i.drew ng or Ower page 11.01 ng Chi.dread ng, 1 ndi dote•acceptance of profess'0n.1 .ngi ne.r1 ng 41014,2OP
r..pon.I NI I I ty.01 el y for the ds.l gn oho.,. The cul teal 11 ty use thl.draw,p for any structure I s the
4 t� DUR. FAC. 1. 15 FROM BB
• 8351 Rovana Circle r..pmn.l a I I ty of the&,1 I m ng Deal goer per ANSI/rnI t Sec.2. S Q •
Sacramento,CA 95828 For more 1 nrormatb an r lr Jabs general s page and these web Si $e�� •R�
ALPI NE: www.al pi nob tw.con; TPI: www.tpb nst.re,: WTCA: waw.sb01 ndustry.cocowI CC: ware.I ccsafe.org Qoradeti.T AL 9f14N SPACING 24.0" J RE F- 1 VWE7175Z02
•
( 1115025. PARR FOREST GROVE -Ri versi de PI an 2626 A Ma -- master master , OR - EJG ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 HF #2
Bot chord 2x4 HF #2 Special loads
(Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15)
120 mph wi nd, 18.56 ft mean hgt, ASCE 7-10, CLOSED bl d Located TC- From 72 pl f at -1.00 to 72 pl f at 1.85
anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=6.0 dg,
wi nd BC BC- From 4 pl f at -1.00 to 4 pl f at 0.00
DL=4.2 psf. psf, BC- From 7 plf at 0.00 to 7 plf at 8.00
BC- 25.53 I b Conc. Load at 2.00
Wi nd I oads and reacti ons based on MWFRS. BC- 41.83 I b Conc. Load at 4.00
BC- 114.36 I b Conc. Load at 6.00
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease
applied per IRC-12 secti on 301.5. factor for dead load i s 1.50.
R=148
6 I4, 18-11-12 1
1-3-4
LNIb
418-0-0
2X4(A1)
Lc 1' >I<---1-10-3 >I< 6-1-13 -1
1 8-0-0 Over 3 Supports >i
R=186 U=20 W=5.5" R=114
PLT TYP. Wave Desi gn Cri t: I RC2012/TPI -2007(STD) Cti0 PROFF
FT/RT=2%(0%)/4(0) 16.01. �R.�� (:r�5'b OR/-/1/-/-/R/- Scale =. 5"/Ft.
Truss Components of Oregon (503)357-2118 ....WARN]NCI'1'•READ ma FOLLOW ALL pions cm Tills am NGI
825 N 4th Ave,Cornelius OR 97113 ••1 ITNwr'• FURNI SH THIS DRAIN NG TO ALL CONTRACTORS I NCLWI NG THE I MALLERS. (a TC L L 25.0 PSF
Trusses ragd,re a fabreaate g, hantll;g, aniREF R7175— 98151
the latest tl;t;on ofrBCSl care ltli ng Component Safety Informaoi on, by Instal l and andA)rfornssafety
Refer to and follow
/� a Perform;ng these funca ons. tI natal I er,=hal I prowl de f noted othea Pre or DL 10.0 PSF DATE 12/06/16
temporary bracing per alI Unless noted o ta,wisa,
fop chord shall a properly attached structural sheethl ng and bottom chord shall have
r.gi tl tai I e ng. Locaa ons shown for permanentl ateral a properly attached
Tae Tit of webs shall have bracing installed per BC' BC DL 7.0 PSF
A n O`� , seta on s appl 1 cC 1 e. APP]y pl arcs to each face of tri ane poll a on as shown aboaa and an DRW CAUSR7l 75 16341004
L J e Ba, B�or Eno, �T
1 the Jo;Tit Detai 1 s, u 1 ess no ed o herwl se. Refer o draw.ns:16oA-Z forsstantlertl 1 Z�O/2016
AI pl Tie, a tli vi se on of I T`N Bul I tli n Com PI ate pas.a Ona. BC L L
1 drawn fel, to t portents Group enc. l not be responsible f any deviation from 21�, 0.0 PSF CA-ENG BFR/RTT
AN ITR COMPANY Instal II ate on&bradng ofutrusses,truss 1 n conformance wi th ANSI/TPI /, or for„anal°ng, e„,pp;ng, OREGON
... an this rr Iwl hG nr noose aG.I I nta ng t i n rr oI aG. I r r14tn. l.e.pt Wan,r� f„e, w, .«:a„. 13 `Z 0 �C TOT. LD. 42.0 PSF
l sal l ty s.I Ny rur thn rani gn.Iwr,. Th.w1 tWIII ty dr this Trawl SEQN- 30384
■ 8351ROyanaCircle r..pon.lbillUy of the Bonding Deal peer per ANSI/TPI 1 See.2.
LffY'14,Z0 DUR. FAC. 1. 15 FROM BB -
Sacramento,CA 95828 For more S8�I'Tan•t
nformati on s snob's general s page and these web s
. ALPINE: www.alpinel'tw.com; TPI: wawpi a.prg; WrcA:www.abclndwstry.oem, etc Iwww.,ccaafe.erg SPACI NG 24.0" JREF- 1VWE717$ZD2
Phnh rel At14M9fl1R
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 1115025--PARR FOREST GROVE -Ri versi de PI an 2626 A Ma -- master master , OR - EJ1
Top chord 2x4 HF #2
Bot chord 2x4 HF #2 120 mph wind, 19.06 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Bottom chord checked for 10.00 psf non-concurrent bottom chord live load DL=4.2 psf.
applied per IRC-12 secti on 301.5. Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member
Deflection meets L/360 Iive and L/240 total I oad. Creep increase factor desi gn.
for dead Ioad i s 1.50.
19-11-12 i
R=131 U=13
61
2-3-4
P."
J +18-0-0
2X4(A1)F=-
L
L 1' 31< 3-10-3 >1<
4-1-13 ›.1
8-0-0 Over 3 Supports .1
R=286 W=5.5" R=113
RL=48
PLT TYP. Wave Desi gn Crit: I RC2012/TPI -2007(STD) CEO PROF.
FT/RT=2%(0%)/4(0) 16.01. fa!��17'!if*„`rIP OR/-/1/-/-/R/- Scale =. 5"/Ft.
In Components of Oregon (503)357-2118 ••WARM NGI••READ AND FOLLOW ALL NOTES ON THIS DRAVA NEI
825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT'. FURNISH TNI S DRAWING xc m ALL CONTRACTORS 1 NCI Int NB THE 1 '� TC L L 25.0 PSF REF
Trusses requi re =are i n fabri cati ng, handl ng, shi ppi ng, i nstal I I ng antl bract ng. Refer to and fol l ow 14 / R7175- 98152
the I
Trusses
tli CI on ofrem51 are I n ng Component Safely I nformatl on, by TPI and MBCA)for safely pram ccs pari or
o pchord ing I have
fproper!y. ttaachnsted structurhal al
pray, temporary bo bra cho per alI Unless pared other.tches DL 10.0 PSF DATE 12/06/16
0411,64 top chord shall nava properly attached s<r t rat sheatni ng antl bottomchordsnail neve I�
rl gC cel ling, oLoca<l one srwwn a proper] attached
r permzaen<I stearal of webs spat l nava braci ng i n al etl per Bc BC DL 7.0 PSF
FI A s B3, B] r B10 ap�l i cabl e. Apply pl a<Los t a^9 face oZ farsstantla�sl ti on es snows above a DRW CAUSR7175 16341017
A I I I F1'` I I I them Joest Oetei I n sssno ocnerwi s Re ear arawi s:.: r ate posi l ons ne o" 12/07/2016^ /2OI L
' \SII I Alwin a Ui vis of 1 TN Boi l UI ng usssponan s Graaf Inc spAt i not ba rorfori handl or, shI pvi ati an frpn this G V BC LL 0.0 PSF CA-ENG BFR/OTT
AN ITW COMPANY erswl ng, any fai I u a<o but I a the truss conformance wi cn ANSI/TPI 1, or for = OREGON
n tai I ati on&braci ng of trusses. ^g• PPi ng,
A•no.la."�Y Creel y Og or the cover„I;';no:"°r»'w�� ,I I y«b w'.•.00 a�.owl ,fnf000l00.1 0091 mewl no 13 '?iLr 14,sod+ a TOT. LD. 42.0 PSF SEAN- 30385
8351 Rovana Circle rospolol 01hey of w Bpi 10109 Deal Rnr per ANSI/WI 1 Son.2. r•'•"a'structure
'•�'• DOR.FAC. 1. 15 FROM BB
Sacramento,CA 95828 Itt Tan's
For more I nformatl on see ihi s j ob's general notes page and these web si res:
' ALPI NB m:www.al pi no,cw.coTPI: www.<pi nst.org; WTCA: www,51.1 ntlustry.cow1 CC saw. <nooro org SPACING 24.0" J RE F- 1 VWE7175ZO2
Rnrmyrel 111/2111201.02
( 1115025--PARR FOREST GROVE -Ri versi de PI an 2626 A Ma -- master master , OR - EJ2 ) THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR.
Top chord 2x4 HF #2 120 mph wind, 19.56 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wind TC DL=6.0 psf, wind BC
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iiye I oad DL=4.2 psf.
applied per IRC-12 secti on 301.5. Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member
Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor desi gn.
for dead I oad i s 1.50.
I +20-11-12
R=188 U=27
6
3-3-4
JI
01001111111
+18-0-0
2X4(A1)
L 1' 5-10-3 ›.1.< 2-1-13- ->i
l8-0-0 Over 3 Supports
R=362 W=5.5"
RL=69 R=120
Desi gn Cri t: I RC2012/TPI -2007(STD) ED PROF
PLT TYP. Wave FT/RT=29x(0%)/4(0) 16.01. '25..1/w 45`
Truss Components of Oregon (503)357-2118 `•wARNINGI••READ AND Foliar Au rams =THIS CRAM NG! +11i1�`�� OR/-/1/-/-/R/- Scale =.5"/Ft.
825 N 4th )
Ave,Cornelius O 97113 ••aIaP UM" FUIV"SN THIS D""6 Tn Au"NTWACMRs INCLUDING THE I"'MU . 4/ 83 s.�s TC LL 25.0 PSF REF R7175 98153
Tru aces sses r quire extreme care 1 n fabri ti ng, handling, shl eel ng, I nstal I i ng and braci ng. Refer to and fol 1 ow ..... E
the t 1 on of BCSI (Bui I dl ng Component Safety 1 nformati on, by TPI and W(CA)for safer AG i"" .4 DL
o performing these functions. tlnstallersYehall provide safety other prior / 10.0 PSF DATE 12/06/16
top chord shall have proper) attached structural temporary bracing per alI Unless attarwise,
Y a ral sheathing antl bottom chord shall bhaverae a properly attached
rl gi tl cel l i ng. Locati ons snore for permanent lateral webs mean have braci ng shown l edper BC' BC DL 7.0 PSF
.4 f O`� ze a ares e3. B]or B10, as
l cabl e.otM1erwi sePp1 y pl ates to
drawacnl faceof truss�^a�pori ti on as mown above and an DRW CAUSR7175 16341014
L J I Che Joi ret Detai 1 s Refer nos 160A-Z forand pl ate pori ti ons. 12/07/2016
I AI pi nen a tli vi si on of ITN:tad.
I tll ng truss
I neconformance
on oml snal I not be responsi bl a Por any deviation frgn thl s JBC LL 0.0 PSF CA-ENG BFR/RTT
drawl ng, any Pai I ure to bul 1 d the t onformance w�lM1 ANSI/TPI ,, nand,I ng, e„;ppl ng, OREGON
AN ITW COMPANY l n a1 I ati on a braci ng of trusses. runs n or for
AS l on Ity.drawl ng ordee!A op ng, Irole....acceptance of profso)noel .rl ..fl„r 13 �, pv C TOT, LD. 42.0 PSF SEAN- 30386
ty end us.of tads droning for any Structure I s the �/ �'Y 74,2� 0
a 8351 Rovana C rcle r..pen,I bl l I ty of the Hui 1 dl ng D..I peer per ANSI/TPi ,sac.2.
FROM BB
Sacramento,CA 95828 *sell Tan DUR. FAC. 1. 15
For more'reformat)on s this J ob's general nd s page athese web sl
ALPI NE: www,a1 DI neltw.com; TPI: www col rest.org; NTCA: own,sbci ncowustry,coICC: ow,i ccsafe.org SPACING 24.0" JREF- 1 VWE7175Z02
Rsmeual R(AO(9R1R
( 1115025--PARR FOREST GROVE -Ri versi de PI an 2626 A Ma -- master master , OR - A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 HF #2
Bot chord 2x4 HF #2 120 mph wi nd, 20.10 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located
Webs 2x4 HF #2 anywhere i n roof, RI SK CAT I I, EXP B, wi nd IC DL=6,0 psf, wi nd BC
DL=4.2 psf.
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive
Wi nd I odds and reacti ons based on MWFRS wi th addi ti onal C&C member
Ioad applied per IRC-12 section 301.5.
deli gn.
Deflection meets L/360 Iive and L/240 total I oad. Creep increase factor Ri ght end verti cal not exposed to wi nd pressure.
for dead I oad i s 1.50.
JT PLATE LATERAL CHORD
No SIZE SHI FT BITE
[ 9] W1.5X4 S 2.25
4X5 III
i
ri
6 4-4-3
1. 5X4[9] III 18-0-0
2X4(Al)
I' 7-9-4 2"12
'I-7
8-0-0 Over 2 Supports
R=431 W=5.5" R=336 U=33
RL=93/-22
PLT TYP. Wave
Design Cri t: I RC2012/TPI -2007(STD) it .PROF
FT/RT=2%(0%)/4(0) 16.01. PA!,. .:4.4/ sdi. OR/-/1/-/-/R/- Scale =.5"/Ft.
Truss Components of Oregon (503)357-2118 ••WARM NGI••READ AID FOLLOW ALL NOTES ON THIS DIWI NGI �]��
825N4th Ave,CorneliusOR97113 ••IIPoRTANr• FURNISH THIS DRAM FIG TO ALL Cownver RT Imum NG THE INSTALLERS TC LL 25.0 PSF REF
cTrusses regui re extreme care i n fabri cati ng, handl I ng, she phi ng, i natal I 1 ng a.bract ng. Refer to and fol I ow R7175- 98154
e e 1 ti on of BCSI (BLS l di ng Component Safety I nformaci on, by TPI antl NTCA) for safety practi ces
perform)ng these fundi ons. I nstal I erspshal I provi de temporaryIsrael n aY noted Pre or DL 1 D.0 PSF DATE 12/06/16
top chord aha)I have pro structural 9 per BCSI. a ess n attach se,
petty attecM1etl s c ural sM1eathl ng arW bottom chord steal) have a properly attached
re gi d cel I e ng. Locate ons shown Por permanent I latent of webs shat 1 have b ce hg a hstal I etl per BCS BC DL
.4 FI A n B3, BT or Btn, ape)icsble. Apply pestis to each T 7.0 PSF DRW CAUSR7175 16341003
I f I I�,�1` I W i iM1atJol ni Be ai I s, nl esssno o nerve se. Ra o draw ngs 16 AoZ forrsstanda asp)ate Posinti saIsove and an 12/07/2016
'LII ' \V' I Al pi ne, a di vi si on of I TY But I di ng Components Group 1 no. shat I not be responsi bl a for any devi eti on from phis BC LL 0.0 PSF CA-ENG BFR/RTT
drawl ng, any fai I ure to but I d the truss I n conformance wi th ANSI/TPI 1, or for handling, shi phi ng, OREGON
AN ITW COMPANY a natal I atl on r,Israel ng of trusses. Q TOT. LD. 42.0 PSF
Ave..'vel W I I i s p1o1'y'gro sever
ev frwwpop I
I st,ng thi wr.onri I ntll Cats.•fd•ptoe•of pre?N•I an•I Mpl Merl nG SLY 14,204'' SEQN- 30387
• 8351 Rovana Circle respm,.,le l l ty of the Bel lelh'•^d�•• ul.dr.Id nR rdr am•ernewra law 4s�e tt Tar�`� DOR. FAC. 1. 15 FROM BB
ng eal ,sp per ANSI/TPI 7 5i.2.
Sacramento,CA 95828 Formore' mnreratl des the s n d a general notes page a.these web s
ALPI NE, why,al pi neiw st.oIs
tw.com; TPI: ww
.tpi rg; PICA: www.sclndustry.cons ICC:Iwww.ic<safe.org
Renewal 8130/2018 SPACI NG 24.0" JREF- 1VWE7175Z02
A
THI S DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
( 1115025--PARR FOREST GROVE -Ri versi de PI an 2626 A Ma -- master master , OR - AG
Top chord 2x4 HF #2
Bot chord 2x6 DF-L SS Speci al I oads
Webs 2x4 HF Std/Stud (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
TC- From 72 pl f at 0.00 to 72 pl f at 8.00
120 mph wi nd, 20.35 ft mean hgt, ASCE 7-10, CLOSED bl dg, Located BC- From 7 pl f at 0.00 to 7 pl f at 8.00
anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 BC- 816.86 I b Conc. Load at 0.56, 2.56, 4.56, 6.56
psf. psf, wind BC DL=4.2
Wind I oads and reactions based on MFRS.
Bottom chord checked for 10.00 psf non-concurrent bottom chord live
Ri ght end verti cal not exposed to wi nd pressure.
load applied per IRC-12 secti on 301.5.
JT PLATE LATERAL CHORD Deflection meets L/360 Iive and L/240 total I oad. Creep increase
No SIZE SHIFT BITE factor for dead load is 1.50.
[ 5] W4X8 S 4.25
[ 6] W4X8 S 1.25
[10] W4X5 2.00 R 2.00
1. 5X4 III
1
sI
4X8[6]-*- i
4-4-3
...41141111111111111111111111110
■ SII
J 4_18-0-0 i
4X8[5] III 4X5[10]=
4X5(A1)_
4-0-0 + 3-10-4 1112
4-0-0
8-0-0 Over 2 Supports
R=2169 U=105 W=5.5" R=1733 U=88
Design Cri t: I RC2012/TP1 -2007(STD) lea)PRO,
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. P r .„ �`rS
Truss Componentsoforegon 503357-2118 "WARM NGI••READ AND F �% OR/-/1/-/-/R/- Scale -. 5"/Ft.
825 N 4 FOLLOW ALL ONTRA ON awl RCI -
Ave,CornehusO 9713 '•IrANr•• FURxlsx,xls awnxe,o ALL CONTRACTORS IIICWDIIIG THE INSTAIIERS. TC LL 25.0 PSF REF R7175- 98155
Trusses requi n fabre cats ng. handl 1 ng, she ppi n 1 nstal I e
the 1 atest etli ti on ofrBCSI`(Bus I di ng Component Safety I nformati on, b TPI and IyTCAbraci ng. Refer c and fol I ow
to performs ng these fonts ons. I nstal I ersuanal I provi de y I forsafetyteeao`oi c s pre orOPriMilliralel : DL 10.0 PSF DATE 12/06/16
temporary brat;ng per SCSI. Unless therm se,
top chord shall have properly attached structural sheatnl ng and bottom chord shall have a properly attached
'IItri gt cel ling. Locatl ons snows r permanent lateral of webs steal1 have brats n9;nstalled per BCS BC DL 7.0 0 PS F
r� :ons B3, B]or 010e apppll s table. Apply PI atos to Beach race of t tl pas;CI on as shown above and o �1 DRW CAUSR7175 16341007
A I I II 1 I I , the Joe nt Detai I s, un sssno otherwe sa. Refer o draws nos 16nozZ forsstannd pl ate pass t;ons . 1���7�L016
ILI, I `V' I AI p'ne a ds vs s1 on of I INA
N Bus I ds ng Compos s crman 1 nt. Sha,, sat ba rorfor;bl a fpr any dee,ati on
frgl„tn1 a OREGON BC LL 0.0 PSF CA-ENG BFR/RTT
AN ITW COMPANY Aaw1 natal gats any&ab acting ofutrusses.
truss i n conformance wi Gh ANSI/TPI 1, or for handl 1 ng, shi ppi ng,
A seal on
e,l l'ey aof I«ygror the e..saver papa I.1',D�,,,"°Tthi erdrawl ul e.a i i I"�Cates acceptance of profess;°"" *nal^"f'^o SLY 14,20 C TOT. LD. 42.0 PSF SEAN- 30398
8351 Rovaca Circle nmmpomei W l l ny or the Bei l el �'end we of tM m draid mg for.,y structure I m enm Gs° O II Ta • DUR. FAC. 1. 15
F nu Des ol1•n per ANSI/Tpl ,s.1:,:. FROM BB
Sacramento,CA 95828 For more nformate on s this Jib's general s page and these web s
I
`
ALPI NE: me.al DI nes tw.cam, TPI: w tpi ns.org; WTCA: mowsbc;naustry.too: ICC: www. ccsafe.org SPAC I NG 24.0" J RE F- 1 VWE7175Z02
www
Renewal 8130/2018
( 1115025--PARR FOREST GROVE -Ri vers:de PI an 2626 A Ma -- master master , OR - SJ1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 HF #2 �
Bot chord 2x4 HF #2 120 mph wind, 18.56 ft mean hgt, ASCE 7-10, CLOSED bldg, Located •
anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad DL=4.2 psf.
applied per IRC-12 secti on 301.5. Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member
Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor desi gn.
for dead Ioad i s 1.50.
6 1 R=36 U=6
1 +18-11-12 1
1-3-4
mil_jimmoti
oe°111111111.1 v,
2X4(Al)= R=25
Lc 1' >L-1-10-3 2 9
1-11-4 Over 3 Supports
1
R=193 U=4 W=5.5"
RL=27
Desi gn Cri t: I RC2012/TPI -2007(STD) fitP PROS
PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 0Z `rii'
Truss Components of Oregon (503)357-2118 ••INARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAM NGI �_ OR/ /1/-/-/R/ Scale =. 5"/Ft. _
825 N 4th Ave,Cornelius OR 97113 ••IMPORTANT•• FlMNISH THIS DOMING TO ALL CONTRACTORS INCLwING THE INgrALLERS. �� TC LL 25.0 PSF REF R7175- 98156
Trusses r tlui re a care n fabri cat:ng, hantll 1 ng, shi ppi ng, 1 ns[al I i ng antl bract ng. Refer to and fol 1 aw
the I a[est 1 ti on ofrBC51 (Bu:I,:,n
ng Component Safety I;format:on, by TPI antl WTCA)for safety pracV ccs it /. DL
a pfarm:ng these nna[i ons. nstall eifu<Ca11 Orap:de ss noted '=1 pr 10.0 PSF DATE 12/06/16
top chord steal l"ese font,ol attached s temporary bracing per BCSI. Unle
Y at[ ural s athl ng nd bottom hord shell have a properly a tached
r:gid cel I I ng. Locat:ons shown far permanent I atera
,4 T O`� I I n Seel t1 ons B3, B]oor B10, as o eacal nt of f bs truss I have braci ng snstnl labovper BCS
L J ote i c b1 e. Apply p1 aces dre h face of t and pos:[:on a and an BC DL 7.0 PSF DRW CAUSR7175 16341002
Che Joi nt Detai I unl ass noted otherwi se. Refer o tlrawi ngs 160A-Z for sstandard pl ate Rosi ti ons.boa 12�07�2016
h pi na, a di v:si on of ITN Bui I di ng Components Group 1 nc. steal I not be r nsi bl e F any dap:atl on from thl s OREGON BC LL 0.0 PSF CA-ENG BFR/PTT
drawl ng, any Tai I ure to but I tl the t conformance wi tli ANSI/TPI 1, orforhandl f ng, shi ppi ng, .�W�
AN ITW COMPANY I ns[a1 I a[1 on a braci ng of trusses.truss I n
"•m�an«hA y So• l "Istlogshowy. �:`wf��� IMIufN acceptance of profess'erl .Ri ••N p 3 '7,tr �+ C TOT. LD. 42.0 PSF SEQN- 30391
>:2 and use of NI•tlr•wl40
ng for•fl structure 1 a the
14>26
p 8351 RovanaCucle r••Pon•1411Ity of u..Wul lahq O..Iq,rr par ANSI ITPI 1 See.2.
�$e'l Tao DUO. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For mora1;format:ons the s J ob's general s page and these web a
I
i ALPINE: was,al pi neitw.corn: TPI: wmv Lpi nst.org; N7CA: www,sbci ntlus[ry.cam, ICC: wow. ccsafe,org SPACING 24.0" J RE F- 1VWE7175Z02
Renewal 6/30/2018
0
( 1115025—PAM FOREST GROVE -Ri versi de PI an 2626 A Ma -- master master OR - SJ2 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 HF #2
Bot chord 2x4 HF #2 120 mph wind, 19.06 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad DL=4.2 psf.
applied per I RC-12 secti on 301.5. Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member
Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor desi gn.
for dead Ioad i s 1.50.
R=106 U=17
61III
22-3-4
R=42U=3 0.000000,
„
2X4(A1)=
Lc 1' ›1‹---1-11-4 >Lc 2-0-7--->-1
-3-10-3 Over 3 Supports
R=234 U=1 W=5.5"
RL=48
Desi gn Cri t: I RC2012/TPI -2007(STD) ikQD PRoFF
PLT TYP. Wave FT/RT=299(0%)/4(0) 16.01. r SiS
Truss Components of Oregon 1503))357-2118 ••WARM NGI••READ AND F L. OR/-/1/ /-/R/- Scale =. 5"/Ft.
825 N 4th Ave,Cornelius OR 97113 °�""c NOTES ON THIS DRAM NCI
V
•eI extreme c nfabr11 THIS DRAWING TO ALL ppl ng, Instal
lIingINCLUandING THE ng. Refer
' TC LL 25.0 PSF REF R7175- 98157
the rl aCastretlf ion ofrBCcl cnBui I Ci^abCati ng, handl ng, shi ppl ng, 1 nstal I i ng and bract ng. Refer to antl fol I /�
u c io s, g ors sheent Safety Ie tempo on, by aTPI an of o Ise. W. / � DL 10.0 PSF DATE 12/06/16
o performiang these f Itanstalleia sa'la wTCAj for ^practices
top chord bat have proper) t Provi de temporary b ci ng per 8051. Unl ess ed othearwl se,r
y a chetl I sheath;ng and bottom chord steal I a properly attached
ri gi tl cel I i ng. Locail ons shown for permanent I ateral shat 1 have Vs ng i nstal I ed per BCS BC DL 7.0 PSF
.4 r O`� 1 ry sect;ons B3, B7 or-BM as acpl;cab)e. Apply pleat`s to each faceoftrussarm/poli Sitl on as shown above and on
^ L DRW CAUSR7175 16341001
L=41 Che nt Detai I u I ess no otherwi se. Re o tlrawi ngs 1,6oA-Z forsta.artl pl ate post t;ons. 12�07�Go1 V
AI pl ne, a EI vi iso.
on of ITN Bui I tli ng Components Group Inc. shat, not be respansl bl a far any tlev;ati on from th,a BC LL 0.0 PSF CA-ENG BFR/RTT
AN ITW COMPANY anew)I Igati on&ab eceng of to ue I tl the e$truss I n conformance wi th ANSI/TPI 1, or Por panel l ng, ahi ppi ng, OREGON
A.«I or.:.this tlrte Be er cover ptpt 11 Bu np NI t erste IT; I IWI e w••etpr rlee Br prNtttl earl erg!neon rig
"tr4, n� e TOT. LD. 42.0 PSF SEQN- 30392
.spanel bi I I ty oft a the rel fin Designer
g erpe NSI tut t el I I ti t,r e...of NI.er.e ng for tIry.tractor.I t w 4S$ell1 Tao•''��► DUR. FAC. 1. 15 FROM BB
8351 RDvana Circle respond OI 1 I ty of 4,11 m ne esi goer perµg1/TPI 1 gee.z.
Sacramento,CA 95828 For moreIte
nforms on th;s n Lb.s general s page ane these we e
ALPINE: www.alpine; m
tw.coTPl Sw�wv,tpi s.org; NTCA: wow.sbcintlustry.com; ICCswww.lccsafe.org SPACING 24.0" JREF- 1VWE7175ZO2
Renewal 8/30/2018
( 1115025--PARR FOREST GROVE -Ri versi de PI an 2626 A Ma -- master master , OR - SJ3 ) THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR.
Top chord 2x4 HF #2
Bot chord 2x4 HF #2 120 mph wind, 19.56 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC
Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load DL=4.2 psf.
applied per IRC-12 secti on 301.5. Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member
Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor desi gn.
for dead load is 1.50.
R=165 U=27
i
6 P— 1 +20-11-12
3-3-4
, 0001111111.1111°1111111.111°11°11111°111.11111 11...1.111
_�
R=116 U=17
18-0-0
2X4(A1)--
i< 1' >1-*--1-11-4 >I.< 4-0-7 J
f5-10-3 Over 3 Supports >{
R=246 W=5.5"
RL=69
Desi gn Cri t: I RC2012/TPI -2007(STD) Q.t. PROF
PLT TYP. Wave FT/RT=2%(0% /4(0) 16.01. V., `SS' _
Tmss Components of Oregon (503))357:2118 ...WARNING!••READ AND FOLLOWS ALL NOTES ON MIS CRAM NCI / OR/ /1/-/-/R/ Scale -. 5"/Ft.
825 N 4th Ave,Cornelius OR 97113 ""I!PORTANT"• FU7NI SH THIS DRAM NB TO ALL CONTRACTORS I RCMP ND THE INSTALLERS 'I� // 25.0 PSF REF R717 5 98158
Trusses requi re extreme care i n fabri catl ng, hentll i ng, shi ppi ng, - �w{/ V 832A4PE TC LL
the atest eel too r SCSI (Bol l di Com I nstal I ng ane brad nge Refer to a rot I ow
n o pnUent Safety de tempolar, by TPI NSCSfpr ns gon / SCSI olherwe on,
top chord shall have properly attached structural sheathe ng and bottom chord shall have a properly attached
'se'
gitl csl B3^g6]Locations for permanent lateral restrain!of webs M1all have bred ng inslalletl per BC BC DL 7.O PSF
A rl [Fl N�I ~ thet on or atppl 1 Goth a. APP!Y PI acts to wi ng race of trusstang pose tl on as shown above and on
DRW CAUSR7175 16341018
e Joi nt Detei I s, unl ess noted herwi se. Refer o drawl ngs 160A-Z forstandard pl ata post[I ons.
Al pi ne, a di vi si on of I TN Bu;I dl ng Components Group Inc. shat I not be responsi 61 a for any devl ati on from the s 12/07/2016 BC LL 0.0 PSF CA—ENG BFR/RTT
OREGON
drawl ng, any faI 1 ure to but I d the truss I n conformance wl!h ANSI/TPI 1, or for home i ng, shi ppi ng,
AN Irw COMPANY I neral I ati on f,brace ng of trusses.
never
"•• •mai IaN=y Bi-:.
'y'Ofor tlr W�la"At"'O U'.drMng, Intlll>•tN.egpn.nu yf PrpfNNeMI I„«r1no 13 �s C TOT. LD. 42.0 PSF SE N- 30393
gn thor.. 7Am wl tlml I 1 any structure 1 S tin �� CV 14.'t0 �e
reap0fe1 BI I I t df Ma SW 1 ell
.2 rW gr M NI.elrawt ng for
8351 Rovanacircle y ng D..I goer per ANSI RPI 1=eP.=. 8e11 Tar DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For morelnrormatl ons the s n i.s general
notes page and these we
ALPINE: ww,.alpineitw.cony TPI: www.'COs Long; NTCA: ewe/sbci ndustry.com; ICC:slwww.iccsafe.org SPACI NG 24.0" JREF- 1VWE7175Z02
Renewal 6f30l201R
(1115025--PARR FOREST GROVE -Ri vers;de PI an 2626 A Ma -- master master , OR - CHV) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 HF #2 Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive
Bot chord 2x4 HF #1&Bet. load a lied
Webs 2x4 HF Std/Stud :W3, W4 2x4 HF #2: PP per IRC-12 sect;on 301.5.
120 mph tui nd, 22.47 ft mean hgt, ASCE 7-10, CLOSED bl d Located Defl ecti on meets L/360 I i ve and L/240 total I oad. Creep i ncrease
anywhere i n roof, RI SK CAT I I, EXP B, tui nd TC DL=6.0 psf, wi nd BC DL=4.2 factor for dead I oad i s 1.50.
psf.
Truss designed for unbalanced snow load based on Pg=25.00 psf,
Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal C&C member Ct=1.10, Ce=1.10, CAT I I & Pf=21.17 psf.
design. JT PLATE LATERAL CHORD
Truss supports 200# mech unit; unit centered at 17-6-0; su No SIZE SHIFT BITE
Pported by BC;
unit width 2-0-0; supported by 4 trusses. [18][1 ] W3X7 1.25 L 1.25
W3X7 1.25 R 1.25
5X5=
fl
1.5X4111 1.5X4 III
3X5 i 3X5
1.5X4<�
0 1.5X4r-
W4 •.
4411,s.6 r
3 9-1-3
0-4-3
y 0-4-3
T1 i 1 I�
HO308
5X5(A2)= 3X7[11]-
3X7[18]_ 18-0-0 1
5X5(A2)= T
L1'..1 ll'i
I_ 6-2-5 11-10-3 5-7-13 >I.c 5-7-13 _I_ 5-7-13 5-7-13
I' 11-3-11 �I� —I1 6-2-5
11-10-3
IL_ 17-6-0 I 17-6-0
I` 35-0-0 Over 2 Supports >{
R=1638 U=66 W=5.5"
RL=153/-153 R=1638 U=66 W=5.5"
k.
Desi gn Crit: I RC2012/TPI -2007(STD) ��PRoi
PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. /s.�, tst
Truss Components 503357-2118 •4WARNINGI•• / riff' . OR/-/1/-/ /R/- Scale =. 1875"/Ft.
po to s AND No oil ALL NOTES ro s 1 N DRAIN NG!
825 N 4th Ave,Cornelius O 97 13 "IrroRTANr•• rvlatsN no awlNB To Au cgxrRAergts txcLwtNe TN IxsrALLlxs. TC LL 25.0 PSF REF R7175- 98160
Tru requi re extreme care i n fabri nett ng, handling, she ppi ng, i notal I i ng and bract ng. Refer to and fol I ow44/
the I
Trusses
edi ti on of BCSI (Bei I di ng Component Safety I nformati on, by TPI and WICA) for safety practi nes prior tkDL 10.0 PSF
o perform;ng these funoti ons.perlIIned stal I ersuchal I prove tle temporary bract ng per BCSI. Unl ess noted other,.se, / DATE 12/07/16
top chord shalI have proy at chstructural sheathing and bottom chord shall have
Ir,I w r1 gid cat I 1 ng. Locate ons shown for permanent I aceral - a properly attached
.4 I I I O)�1` I I se t' ;, un sasno of a tui draw ar naceP f truss
I have bran;ng i hsta,I e andGon BC DL
ILI' I `V' a Jo;ons
Cat.I or unl a pp.1 h f. se. y pi actio t i ng f or c and post cion as inion above and 7.0 PSF DRW CAUSR7175 16342079
Refer nga 160A-z for astandard plate post ti ons. 12/07/2016
' AI pr ne, a di v s on of ITN Bui tM1i ng Components Group I nes'shat I not be response b1 a for any dee,ate on from.1, BC LL 0.0 PSF CA-ENG RTT/RTT
drawl ng, any fat I urs to butrusses.
t u i N ANSI/TPI 1, o r hand,I ng, ani pp1 ng, OREGON
AN ITW COMPANY I nstal I ati on N brace ng o r sses. ruse "conformance w r ro
A on the :ef Mug oow,e pato!
.,;:ng�;`w;�?; Irdlgbe acceptance of Pro eeelon0I 0 gl nearing °V t� C TOT. LD. 42.0 PSF SEAN- 84233
h and w of this drawl ng for any structure I s the
�/ CY 74,20 t�
8351 Rovana Clock f•>4^wal bll lty of the Elul di wig heel goer Per ANSI i,r1 ,sed.2. ese'l Tan DUR. FAC. 1. 15 FROM BB
Sacramento,CA 95828 For more1nrormau ons the s J Ma's general
notes page and chase web slimes:
ALPI NE: w .al pi nelmv
tw.cam; TPI: w epi nst.erg: 'RCA: www,sbcl ndustry.nom; ICC: nn=ef<.erg SPACI NG 24.0" J RE F- 1 VWE7175Z02
ww
Panoral R/q/1/9/14R
.
i
; . '; 1 J, !t. 'Et
....
r,c-
--Ir
tt :I 1 ,:: ,..-,__',,, 4 7, :- -';_,- , I '--'- ''•-4 _-_..
• " i j '1 -:. L__'2;.•5' u, _ IT'...; -•-:-:-:: ,_ , .•=, --,_-
rrt
t•
; L. d. , -
I ,,,
_1
• CI ''' '.' ' .' , C.. '• 1 It • z' ,,- .--. a „
' ' - ' ''' j 7, ,-, , I, 'q: '!-• ,
,...,L"' r= , . :3 ,', I I ± i ‘,-' '=„ I
I 7-r '' r! , - -- '-:'
_
' -': , I'.': I :1- ''' II '-'= , Ll_i.
LI ..-1 ''' 1 0-• , ,',1' li ,. ,,r 1 •:. ": r.-•,r
•-'• ,, ,,- ' r- = , ' • --, 1 ':'. .1 _•• 12. --.E'1.2:4 "E
-1-. u ,-"' c-r-‘• ..-7., '''.5, '' 11" jd ,,z :„ r 'I' .„Li" g
- -h -,-; , r,-,?,;-.,- ,— •;-. '.---', , I t.,_1 1-2
____, I a L 7--.- • .=: ;,-.- ,-- ,,, 0 I;:_:1 I. c_. 'E, -"L :_. ':. I 1-- ,-'
.- s ' fl- -- i,1 '' .‘ '' 1; -, :f t., q I"..1 : 7' = ‘ 3 ' LI tt tit
a21
,•,_I L.,-, 'r• - ',1' ;.:' "t' -- . _ . = Lt r------1 1=11
' ';1L•i''''' 4.'' _I? _J 'Lc'. .-± ',1, f•ri• ,`.-,••-•-' ;.•. L 6 , •±, I' - _ ± 7, '-' ,;
• '-'',. I-- I '` Ci.-, ' , "* " 2- : ' '. !E• ' 1, .. ,' '.. P. I. !
I '5 ”7'' - L:rt ';' ;'' = , •„,, - :, . :' ,,, D - ''' 7' :2''7' -'-
I I !•J' :''_ ',' ,,, - 0
, . - - -,-,-- „. ,,, - , :, -_ ., '-' '•.-i,-, I ', ,,,'• -:. , !-, ,q,4,'-`;
;'_i ::!,•,! 7 7-- 7., — - r,- ,; '"I 0 2' '',' %i-,,
_2 -:-, '3 .? ._. _ ,'S: , 11_-- .,
- : LI.. ,2 I ----- -
•i * i- -,'7_ l'f ? ,_-_I• 1,-.:.
CI, . .1. I --' - - 1 r f
VI ':" •• 71- -t- '7-7r 7,- rr r-F -F -I •T-1- 71- -"1- -F 71- --i• -I- --r. -r -r -r -r_ --1- r I t if (:..,-,-,I:,,,,
.
— i_ i
.;
liJ . 1 :- ;--,:-,:,-, :,-- ii-
Ile
,
,• - _ , . . . .
-I- tt ,- -I -1 -, '4 -I-
, o
11
- 11 • .• -1- if -1-1 7.,if if if if ni if -a- -f if -t -t , -1 , -t if if if if if 1 if _-,
.1 2 c`'i ,, — g
I_I J._ . o _. . --
- - -. ,
,, . - L ;_. •- ,:., - -_, -,_ •_ •J• - :- •-• • •- -:
7J4 1-1-I -• C- 7; •=1 - - '' '' 7-- ..- •-• - -'. " .' ....C%,0-,- . ct4
- 1 ' - -.-
--
'- 1_ 7'-' --T 2, ,,. ?.
.
ti
--.
1, '7' '777 ',f., •:' ,-: _, - , - -':___ -__ ,o ,•,,,•'•_, -oi .-7. rc. - :- . .-- E , -.- - - -. ., j git.;.7.-,T.•;;•-f _•,2'
- -
- I. — -—"• ',, .f ,,,,;-;•...g _, a _
, ,,, ,•, ,,-:,eL e P'
.. _
•' • •; ,4-Lt:_„;„..- t.;, Lo,,,, .f.
- -- 1 '-,,..-', .=, .,,, ir. 6„„ .6, :.,„ '.. 6,-. :.:=., 6,-., -. _[.. , .,, .. __
14 if
--• N•• Cr -,.: g'-'i--.`--.-a.. ''.7, '7''i'• '
. .1. - .,.. --
7 ,
/
I- E.. -7 I_ 1,„,?,..;•:_,,,---
1- L"
s - " — • , .__ -7- -7. 0 _ 7.. :' - ._ = , . • 1- ,. ., I±1-= 't - 7 .4- '4,'' .,. ....-., .,it,' a-
7 - i_ _
y w3 ' ;A•7 '7..
6 47-
----- .•7.•'.:,, ,', .=; c, ,, 4 r.r.,4. ,i, , -E7 6., - = = ' - 7. - - - - - LI '•I -'2 ..; ,'':.
I.I '-- t••+- -- -•'C-,...:: '7. : ':'":, --_, •,:. . •fl zr
- .
.r-r 1---
.111 .,..r q ,., „ ,, L', :
(I' —/ : a --, L. 1„ ,.1 ir :•• i , r,L, - - : =. = 1 ' '-- ‘ =- 7 I . • 7 L. -- .r .'i 777 _t,p,
E,, °,, ,•,--!,;,,-..:-;;• . .9.,?
i, Li_, , O
. iq rrit 1,A,,
-'_ ', = S- !- g , , •i0.r .7.iO,..• r "- -' - - :: -.7.. ._ -- - •
7
El' 7
..._.. ,.- .
.1,▪ f,_.--L-•5r
- ---,-- - •,-, ,. ,,, 5 -
n ‘."ZL ',L- i , ,. .,T-a Fbr,T-ki oi,, •2.c2 „,
- 7- 7- •E• CE 1_,,--,-, j J :__ '. '-'-• L, h 7-. :-1_, 7--. Fr, ..;• k.••E• . - - 7 '' • ' i .L El- -rt• ;7,..,E2,--7-&'7,'-' •-'' „;'7,
.-7=7 ..-_-,, '-' = —'77'''•E• 2 .1. ;I ,Sk ',.
F.
..... . I .'"2
. .._ _ _, _, .. • ... - —-
czy•--TE,...E.-7.,7,g-; ...,n, EL—. •6=
•C
ci-L 1 .,. . E. ., •-..,;0 '.•, :=2,:',:, -,:, r.-_, E., :,• •,',- ..- --- - - • -.• . '- ,. •-• • :. .
• —2 •:-: ; - ;,,,- ,,_,,,;,_,,,,,,i,., r__, st ...,,1--•-'-''''., 0,-,Ei.ku.c F.;
7 .,
. , , c,r r 1, 1., if. CO gl :r:. r- -: , 1 i 1 •:. ..', ' CO = : 0 ,7. CO k
-• 'q ', .1.;';L,.t.,I;.:::.10E,Z L 6,!..
- - j_
1, . ! . ,i .•,,',-JA,17„-s. 5-.-7 7.,`
q
- R ,D.,;:"V-L'i,.g',4 ;.'•-:,'0 L' , C
ET_ .." '"T1,'6'.C. 'i•7---'''...i• '5
... , s 1 -,, r','`'-`?., '..2 '.' •4"
_7_, • • 3 , - - - _, • -..
1 .,. -,_. , ,.$ iii !:::?1";r.F. "-i,;•-al." rf
r -, :I '' 7,, •=2 .-:- 1 '7. : ,'-.- 1 - f .. ,,,,,,..27,,_ -,;.:,5,1gi
; • ...''' '- 'r.: ,-, , 7
I.I * - , 7 . L., .'3 . 7 _ 1 . , - 1 . - ,•=;.1111T-„...f.7.„-.T,!...&„_
.,: .,: _,
; • -.
H
1 1 '.. ._ I I 1 17' LL mr.
_ J_ :.
1 . _
Ihul :
,[ . ..
,' . E u
. ._,
- , - L Li_ — - 1,-L - ,•
- .,,, Li .,_ i ., l I_ I I Li. Li_ i 1 _•_ : -- I .
-11-. 4. •••. ) -L ._--I 1, -J T " r-7-Li . ' i 1 . ,__, ;-.
. _ . • ' T. ._:. Fi :, t'-' , •
- - 'Es 7,
. I U , .?..
2 5b, -
',.. A _, ,-, -7 _I'IiI :._.1 r [ .
I _ :, .--7 -,-7.
i. : .- :,-_•' '3'L . 33'
1 • •
., =
_ :2 6
_
I 1 1
. I 1— I
-1 •
L.! 1 ---,
,
- Cr'7.,'
._, I--
I
-1 LL.1 1
,-
.,
,--
r 4 Z . , :: --' , ill I I f . I; • ',I
- I --
-'
..1.r.-. , ,, , rp ,_ 1 7 - ' ... LL.1 ...L 1 LL.
, 1 LI
.-. , CP, t 5 6. ' .
1- o
11 L;_I ,..
,
Cr _ ' ;--. -F .', .., .:, J 4 = 1,
LI _ ,
-t
I, g.
.- - .- --;- •.J
-- n 7 Le
- "J I -/. .T, '' ' , ..L. ! - -,-
.-. 2. E T , , 1.
'.' '2'
.-, 1' ,, :-_- ._ ,.,
.-.i
.."
1- - -',;- ' •- • !,, •-!
, i- I- '_' --C
,—
_ ...L. LI I'LL-
-r,
,.` -• .3
' - '! -2
1..1
___1 •1 D cr.
rT'•
1 lEi.e.
-... ;5 r. 3 -, 7--‘•
•... vi
in
, - --, ,.- t•,—, a,
rd " 0 II es p,
,.• , , r ,T, 2. a 6 t-- $ •- 1
........ Ix O..
7 ...
4 2 EL,L?-, LIJ •-• v0.3). \,.' (NI GI a
'Cif ttlli
7.- •.[ .-s- = .-=..=, ;J.,' 1- 40
'.,
..-,,
__--- a -.1 u L.) l..I,-, 7 °l''' -'.,- ,E
(+) /
rE,S:_=
Fr-
1 _ ,-
s?
/ S a .: , V,-7
- c,
. -,.- ,f, ---r 5 , '-' •2 , 2.
1: t•-1-1 , ',--' If'..r:'. _ -,- -r 1 ..-L;1'A,,f,? +-,„ l',:;-' ';',?- ,.,.:'j.'r
--
.._
_:• -F. 4-' z' ''.:.. ,f-/, :- 1, _.7: .i_C.,0 0 Li 7':`-'▪ g'
: •,-=_. ,E= -'=. !ur; '9•',Z-,=,• =, —.-,•:,5LT' ',7_;...:,,i-2 Ls?L
6:.—
,
/ +-' '.7;,'T, '-' I'y-T• . ,!",2?-,.0
5., ,'_
.., .-- , c. ,, Cr .1 .1 -o -r 'I -, T zo r?fj,°+-.,,-,' -- me ,,•,,,
= r_r_. ri.,,7 JJ) = .,,, -c.-,a 5 %.;a:1 2
tn P. .:,L.._-3, 2_ t)ci t -r Cr Tj-t 7 ,t 7. .7' :=',.r. ----. ''. 7 2.'''';,!,SA '.= '3 4
•
i-.',5 r7.c51%-a;
I I I..., ._ .,,
- _ ' ' 2'i ; ,J,4i-' a f,,r,
____ _ , ri, .7,; '. 21 C 6, 1 u- u, -=. -: 2 ,3,9 , k•,';'-r,, ,,C 4-E A' -8
._,
I I I. • , a ,,,i' -I:' I V I•- I -r'7; .1"' ,s ._ ',1 ,-1',''.7---... -,--',, -.E e
- , I., .1 t :.` ;t Cr =-, 5 hi''' '''. LIF,'' : '' Cr ',- adtg
-
9 -,_i F,'2!'.;;-•".
--F +: -r ..
X.
.- , ,,, „ a 4'' '-'''‘ i.! .,Fi , ,-;5
Fi 72 7! =-,-,-r ,,.-, r -c ,r a
' Cre-Lf -1, _ _
11 I I 'El:. - ---•
, -1-1
/ 7 (
,
n g,'.-,., t . =, ,,'-,
I I 0 E L.:1 .- ..- ,„,-,
. ''r•.2 -'''?: 2.0. glS 1!'
.__ . _.... ..E.
-.•-• -
1
1 1 •- ..
.Ft
' P
1
'
P ,- -.'.,.'„,-+
''
O _ _ __ _—
•
,.
Li ..., -r.c,5_, g
_ 4_,
..=..-I..- - -
... u.
.".:•=
I I- i. ,.... ....
=i':!• 7 u.,t.,- -o o ,.-,'E 3 f-_.
T-- Li ,,,Z Z 7.. ‘,,,,...2,;,,,, ••
.. t7.
I .
1 '
_.
_,___ _ . LE. I i
— — ... .. .— —..- (11 .
ih— ,1 fl 2
. . _ .
1 t)
ci--E
-...i. 1
. *
L
1 _
•: 1 ', . Li
i- r_fl FA.1 1_14 .,,i •=4,
11
LI -
1 ;
L_ L-
.
Li '1 I
_, ,J IT
CL
'- 1 Cr-I 1-74 1=1
I
,-,- 1 ;
,-_-_ -
.1,
.-:
.1 .r.4 7 , .4.•__.
FT _, 0.,
I--: '1' 7 -
_
7 ,
'IT'
1 '1'
.. -
_ 0., ..._ .1, , - '-•[
i I •a '.,' I ,/, ,-s --,
-- 1
LI-. I-) - :_,•II --' -, "---' -'. -.- . I .‘-=
,,, I)I , s_ r.• .___ . 1:T;
1-, I , 1
, 1- rl
j ., . ' ap•I U
- 7 '- ,'-'-',t rl,- 0 61
I
- LU , '. V•
-- ,I, .--, '.7'l'- 'I' - .-- '= 1
:' J, 11,11 4/ • o' P
.-
•i; +-'-- 1- i-'..- IT_I ':'---' ,''' 4.
- - -
_,_ _,
, L, ,.-_ ., _ __ •LT SI . ,,, 0
, _ _ :- -
ii,
.. 4- ==I,r + cr.•L -27 7 ce
1 rl , 1. -1- '1.1 ... h D.
--- '-' r '-' ._ • 7, --;
r = 0.., o cc•-•-•). Z.' i•
- T a u • Li,, 3 .1.. i 4: w e
I , r-i- 4- A
i.,, t -
- .i ,- 4.,%) '''-- • -jor.
_
•1, • = _ e • ---••••• ,, 'T•etst il‘. ft
-I--'
, I_L : •,_ t _ _ i-
.. -
,- - --„
;7; • 4- . t I. - _ j ..7,V.,-.] 17--1 -F .,
_ -
j ''. ' ' 71 4- • a•i- - s ;-;t•'-'E-- .-S;a
T - - - •
' r-,,,,;-,.:-.., 't.•7, .5,, 5
- - 1-'r_ - - 0_ ', E,', 7,-,r" '•=0 ',,2, gl,i t•
7','='°.'•LS' •,•e ., ,.-1.
— •=1 7 - -r ,•,E ,x.-:,-,''.,t',:. :,2 2-0 t',
i •a '.'!ioe.'.'_-,'-': "t-,-, ,-'14,,j.,.-:
,
H-,
,
,
= -
.t
. = '.1.d1, 4•1-.,:f-g. •''-.▪ '45F, '4,.
\ \
s t,_,,-7, !J,,f•,:?..f.•., .,.', 4,.3 L ..2,
a a ri, Lr -
1 / 1 i 77. '=
7ill '
-1- 'n,' .-,c1 ='-;
." IF, 1F
L .-
-3.-- I La 1 1_,4 ,L,
Li
-, 1 _
C , LL-. i-1 _I , , .iE
!_t, 7:77 :=Um ÷ = ?.. 1--?..::',- -''-'1 .',-..
_ _
Ill ,r,
(II ,i,Lii 11
_
- , . __I s•L, .E.-1 --''''3":
= ,
s, - - • '. -'
,, , , . ,I , ,T,
,_ F _ m
-^ I_ril -- ,= '..-,' =-- _J.. _ 1,_;;--,
_ , ,, ,.., ,- -
Ld L,_.1 CL ii: E .' 1:1"-' ' I- •-;J lee-1,2,.•.'i 4'4-i'-'''.•' 2- , gf,5▪ -'2 1:'
• __ . ,..,.-. - ---' 11
ri, 7 _7;+ 7- .-. '. . 0--a,-,', E o F'• .7.1-
-
.'71-e',3- - ',,',--, o'5 •.- -
-_, _
il, ,i:Lr_ . _ .4."2. •;-..,'.=,7•,c,i'',.5-3 r,r,O,-a'...f,e
-
fp 11,
'-
,i - , •:.'1,7. •-..-.4, i 1 -, L,_ t,k0F0,EC'' .'..;otA 2•,.,- , - -
Li = H1 1,1; ;.L. nJ .:•.__ -•
, 1„,__I 1_,__; , . 2_ ,, .._ -
MCA It , i i --
,iLA' , , , I _ _ -
_ .
cf ''.f.e..-.1 -. . 7 .▪ - F.
LU -- -'- - a --, - a - :
, ,, ,,,,,,
,T., _.1 Li, rp.tr
EL -(, ':1- q.,,,- LI„- n j 1 i- -- ,=, E .f•':, '''?n a.,'-,?, .';-.9.,?, '5
LI LI
1..L. 4 ,fl±7_ ,L.
• :
. . - ' '- Irl \
1.111 1_11.j7 --
r 1 j' 1- -I- Ii - Ii-1-, i 1 1,T1 '7 .=. 71' '1.-
..Li_ .
7
j ,-,..,, ,-
„ ,”
t - i- ' i. L. "2n,7 ,....„ ,..,,J.:
LI- a--_I_ 1U LE. 4' : = •-•
1_1
,-- _ ,-
- ._ 1 1 ':'
-_" "7'. .7.`• 0 j- , ri, .,- _ . _. _ _ _,=,
-
c
_1 Z'-11 ,.P '.I' Iii 111 111 1-'1 =77 -''' 1
7, 7 ,-S -c '
....1
...
'.--- P +- -I- . • -.., 7 . LI'- 1
\ t _
1_ _,.= , ,11 _ _j_ .,
• „?.. il
,
-. -- •i • 1-
-— —1-- -—
. !11- U.+ ri, L,.. = -
•-•_1:7;•=
-J;-- [_, 1/1 L_L_ ID
NI l ,
I s
. ,
' . .
' - I• - 1 -2 I I . :, •
1 • • 1 11
. .
1 t
J - !...I
1 .
_:
- - •
I.
..- . - - 1
• r
I . : r . . I
• " I AL L.
1 ]
• • , . . . ,
- % - ... li CA
.
1 1:
-,0 -
. 1 .• Le
k '
-1---. • .
-v
%
_J _j --J b-
,"-• 1-= t= _1 . ,__'
--F--- t,
4.
NI.; i- C.K ',I
U C.JUO DO
:-. I-- •••• Pg I— A C ,
,.),
1:1 -... E, .
4b(1.1 V'
1 .
.• V
. - . lit ZS 0 R
- st)
'-' 0 % es ,1,
0, en .
WC().41. I.. a
L... r.-ir. m
Ce'•2.. ''''. .
, .... x
o,.ar- 0 I
-
'-----i co 0
c
-r,--.. = n• '•• ----. .i- --! = 11)__,
..•[1 ,,. ,--_-, -.._ 1, ..., Q CO
,-, -
_ I 1 1 I __
I " '
I I .'1.•='• - -
_, , ,_,
fi, .2, ,.2 L:1.
'4- '-1.- _
D". la fi,7 4- .: 19,-.
• ,_ rI, L. ,,,,
L,2 t,', tt-' _ ,2.
LL - t.i-,, .-
LI_ -,
1 i 1 1 1 '- 2'.,-- ,, L,
1_1 a ,L.,- = 5,1,..i ?'.',;':' ',...." .5:g '',
F- -1 .7,,4-', _ ,._
..,-, a 0 4' I- =
''
4 '1' ''' 7: 1'.2
a
I-I-1 rjr. n. TY. -'',;' .. -",'T
7,-Ett'L 2 a' -, -
- p ?u .- .,, „.,- '. t.
,r
C_ "=" :•-2,-'+, t_z•,...? Ft_ ,..,,,-0:: ,:,'
..- --
— __.
,
±_ '', A + q'- ' ag s--a'. • . ,-.-i tslia:fi;
I I ,„ _
_ 4-' .- a .._ --
D '-' .-,2 U
. r Le 4 . , - . ,-,'4- W V a.:*, 2 °-L,
, ri,
• a.. 'I., 1-1 j 'd ,-,ci •,..! ,-,j 'LI 47' 7 2.`± -;', .z-.F4..:4- :,
. _J 44 cc I I , I _I ,E 17.t.'.'.'',".'5 7.A '.. x,i' J.,.'.
A- ,i, ,:, - ,L.1 - ,,.1 - ,LI Q.. -
I I ,_, trt-
-p cy 4: Tr a'r ',•, 2 f ,..::.
0,.A.,...
,
- ri.
_
,_-_
. :-,- ,i_. :7_ ,p if, ,, c"
-, 6 ,: ..
,. , a. ,1 ri,
,1 LLF .4....'-' ,_a-,:=
?".• ..11
ri, Ch ',- 7- 9- E b 0‘',
1.T. '..,' all - " - '.;•-,t
r I.•I Li './I '1 ..,.,,,.: , = A,--, ,,
' q, t
9
10Ca'.O,Z'T
I- f T 11 -, '
24- ; iI_ ' Eit = i0,L:,., 7
= i - L -
_ - 4- ' _1 - L - 11iLL =
_. ., 1 1
- -
' LL
4-. Cr. - P .r - _I ,LI ,-.J ,-,I ...4 r...1 .2 „, ,,r ....., ',."'•'-'?-,7i''' '-f,'..'.t,..gf...,
- 1
_ I ,. _ ''
4- - rD :
Et1 ;3Zil'2: '' 'u§g1 ,TE.
, ,
,
+ :f ,-, ,i, - :•[ I
_
LL ,7 '-• rz -,-, , _
ril T '-'
'; .-,r.7 i•'''..t.-g 3 .1 E .It
— I . .1. .- V. $ u 7,,...=-',5..C:1E,TE,p0P.-2 •:,,,-„.
_ /
, i-1. -'- ÷ a --
- _ 0 '-' in - '_' • 0: y,-I-. .,, ,c, ,'' ',2 .f, if 1.,.,
_, , ' 11, = '1' F, _I V - -,:. '.L. -, c,,"2 .:.z Z ,- .-'W .-,
--6.?,t 3-f " L F. ...
- -
7.9 ;tt Pc-1,, -, IA J. if, .1.
, r2 3
.- - ,: .-0• • t, ' „ ,, ,:tt.,- , zs.,..
. - - ,2., --- .7.. 1-' ry. 7"
'
— u. .
:c
, "g"
''' - a. - ._ - __ = Q .r.
'2, 1-
- '.5 ,2.f -.2 Ed.'
- , , i
,
a w
0,
:7 - ,-
- ,, F.
_ 4
1 4- -
CI ,,, , .. -- a., =
- 'LL
1-4 - i- 4 . -: 2
,- ,_ ,'
4-tt - ,=, „. - L Li, ,
- - t:' ,r, -F L.Ii t-t -,
:=, A- . '7, .1 4- ,',-t, 1-1, VI 41'
..!.. .:- a. - '. f . I .-
- T .. -1.. , - 7 4- 98
i ,
7, '1! I--' a, , t.,• A X ' z 0
- i, 4. z .
I , +. F. F l_r E ..,
'1' I I ' L 'f, •.1. 9-... r,c,, 1 :-: 11. -t
1 =1_, rig
•.,. 1.-1 a. -5
11 ..1, ':. '_1' 1-. , ::. .f, ' ' ,-,J t'l ,„I ,-Al
F -
lc 2.- ,l, - '-,,-_- 2.:e .1. 17, ,-,.. :2 21
C _"-.; ,',J
,..! i -4- 1
Ws,
••
_ _ _ , • ,
r-----",- . _ ____., ,.,..
,,_,__
.. u.
v. .,
_ ,:. , ._., , ,
' •-, '; CI '-' I
_ -
_, , ,,, ,, ., 6 -..
: , ,d1 'f,::.
'' ,.'-r-1 .; .v 2 0: (i,-;, , -' -?, - ' ''''' ,_ .,'-, 1 =, - •
..,-7, t'i- , '.1,-, -,::_-' u
•,,•:,-- l'-' -..L r,, '•T.,' ri
' '-; '-, i - ', IL In',I
I i I
. ''-L •:-;.‘---'‘6'. '-- L'' •.', 7 ' z c, . . "' r ---' -
i• • 1
F-
°
'',,..L '!''. .721 F L r
a -•:.--r i I
I c I I
I'2t :' .': • _ '' '•Tr I-r• ' I I" 0 , . 0 I, ;
,_, '5' •---,.--; E.: '-' 1- L7 L-1 1
,, _ - .1- •_. ,--,-- r- , , , =, 4=L ' [-• E , .t '
,°,H °.,'. •:•.,, t __, , ...1 _ ,_. -, L.,I .,E EL
c'--c- , - '' ..- _T'L- .- -- '-' • ' ,
, III i 1 - s• , •, Lr' z,
.: ,-' F: E 1---I
.7 : .3, _ "."- I- . •,, .1 , ,- I.',, '-=!
I' ' 7'1I''Il 7 •-,' - ',--• -f-
.., - ,.._. ',C
, .., . 7 =-1 'L.TL r•-,.-::, .7 1° 7.1-- _: , t ---... - - -
t j_ , -,2
..,-°2
171 'j f 1- T 1T
EJ 1,..11
rt -t 1 ,1
°°>1 )•E<
-
, _[ . \ 401
...°0
tirAlb
LJ
II
W.,
1-- l'°' .7. ..-, '11, .., rf... --!. 7 7 ,..rr ,r . .--,-
i 14; I- •• v
,„ _
_._ l - [
' o41"' ailf ti - o ci OS
1.
l , '' '-
' rc. r
7 LI ,i. i, = -- -1 I •1• -.It --r .•::--t, -1 -r -.-4 -r -I- --r -r -1- -r- ri- -r -r I- -r -r 9, !I.
, .
/ /
1- 1_, ...1 1 . - Vao
1' = 6'1."-' r . (C.
IC-. 1 LI r., 11 t,' ..-.• . = - • . :r ,n.,- - .-.-- "-- 'c. ..--• a; -:-. .-- -.=. :'-, '-, ,.-.. kr,./
IR
q, 7 •: r / Jr --
'L° '.--'• - -r • , --1:. 7It 7 --, -r Lt :--i- rl
.1 • c5, E
Cli
.,.-I• 7 ' .. 7 ' - ' 17 - .
- - .. __ _ GO ,..
—I' '-
' . , •-• - = -.. - .°J. I S.; ;.= .°_,D I:- :,-, ''. ° '°r, .', ::,- ;a,.°°, t.r_ (2°_,°,14. -----1,_I ,., 7
- -r- = L'I /f ''''- :-1 '7- ,01. ,
-''.L' fE :
... . . ..... .-.--, -• -4 -a --• —• -1 --• --, —. -.. —r‘. I ':- r 1,;';','-'9-i- , '
I I _ ., -f- .z, 2,',',:7-- ,1 z
. . / / " ; g
_
+ ',3,ii,,',','',1i']'' -,7F
II.
/En --
J.,.1 '-- "ilLc• ".:-.-
'...- -. =r " t'L '' ' / -IC 2 -4 ,f;-,S 5::,,,, fq, "8 t .•!f:
--, , f•fl 5_.',!..'',::'r.Y, 'g• '6.„, •r,'-_-:'
7- 4- i'-' • • -: 2. -- • '. • '--
..r 1. _1_rt:r-- — — 7. I
-
_
--! i,, 4,2 ,, ,1,
'1' *: , , , , , , = - .:. .. = ,_ ,,,,, ,-„, ,,:, -,, -,:, ,k, .., i..,. ,;_,,-!.,-.; \,,1,-- ,-...—1 --''''' —I ' ',.T. r-.F 3- ''''f:, Tr, ....--,,
T- --,
.',..-r ,lE E. ,-.° .3 OJ 2 . - - _ ‘.1 U .J ..J .-,J .,1 ,J o_l ki \ ,
' -'2''''':'' '4. .S:'. '' °°r '•',,,
z,,, ,0,_,..7.a-5,4-• ',:.,--,. ‘4,,4,-,. g;
7,-II _ _ -, _ .— - - — =‘,. =F!-,. ...;-. = -pz. .•E
•1 .':•-' - - i, -,L ,-. ,. -,_ • .-, , H., •--_-_ :-.i -.,-, =_, ._ .4.,., :,_1... ,:, °. 't i,.1 °- .
(I' ilL s .- _— - L. , ,°,_I,,J :,J 51 _I 5i 5.1 L.
_ .— — • - . _,g ,-,it.-,...12zL 1.;'..., .F11,:.
o.: '3 4- 11` 0 •:. -0 0 i F IA
- : F , C. J:. ''- .-...i:-.7. • 1, l'J. ii-. :..? ::,, i 'l-T: 5 *._, ,_, , ''''' i- '' L' 7i-r" ''''' •, .•,, ';',, 1••_,-,---1--
•-• -•,•:.4-,a.,'-' " - '
= , ; •_.• -,- , , __-_-__7L--
r_t_r - < .-, _,., ir•--•- to .s9„..- ....,-•
' ' ' t .,c.x., Lya_.;._•s'''..,-:. --.;--r.
.... ,,
t :,1
,_;_,,, " • '
,
, 3 , ' a
\ 11:i''
--- `E , '•Ei,'?,.".'-v.:1''''.9'.2,',3-g'" .2,i
Ij z; ,.2' t_i!:v,_',,..c,,f c!i•
,,,,, . . - .:,,?,-;,/-k-g-•,,--,-g!4, t s.
, ., z ,, .i.,. .,,,7-.-
_,:'_; I ,' '--. a ;,.. il. -,. •-,, .'..', .3 i i',. ,L,- :---,.._ *.-, 0 r'.). -, L_, =1 = .-r. O. ‘, , -° IP.- ,5 °•i-" '-,=
°.-. L. E '',-.;3',I'`,..i'!?.p.g',2',SE". . ;
p_. i '..r','!1.,.t;;.;,-''''.-
,—, i t'2;,z,?.--E -,;6,,,:t1 ,T
. .. . . 1_
i r ,_, , Vi 7., q •
t L ', =7 '.„'.,'.,,,;-=': _ •,i'f,--:;;;‘“,
_
.. .., ,.., 72 -,: „ , 1, ;-.--- '"- ,, 2 5, - -,-- -• -, = ,-, , 7: 4:.,° --• ,-r.','5= -L----r,2r-rtar.
11'' -'5 - -' !I:r. _ri' -1z .-' r',, 'ax,;:. .-". 7,-; '-' '.s' ,17 ':c; 4:. ';, W'A' ,E' j.--. •':.EL-', •-5••'1•a .f.',' E.L,
1-, \ "
. ...,
. .
_ d
I LI I L_ __I
I_L I 1 - Li_ i_t__- L._ u_ .,-.
, ,,,L! L1._ - , L_ LI. I I J _ IL_
..,. , a , i ._- - i ,,. 'I _-_, 1 7 _ 'I _ ',-] = . ,7,--,,T ,
,_--.=, r IN
- -..-
'.. .--
, - -I 1 ':...1°17, -IT ,,, Z•i, ':,,. .,: T., °it'
L
___ _ ' °% '1, t j' -
.,
1 li_r,11,=, -1 i , , ,I t I , .- 1,_11-,[-I / ,_,I,,..i ,.-. 1- :. •. r . ,
,
A .-. ;,'i A ',,,',