15485-15695 SW 114TH COURT BLDGS 1-6 r,
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INSPECTION NOTICE
City of Tigard Building Department
P,O. Box 23397
Tigard, Oregon 97223
Phone 639-4175
9
5 ectlon
Type of In p �
Time _ A.NF—- -�.�M•
Date Requested
T G Permit #
_ Address , � — --
lot #_
_ Owner _ - ---
Builder
The fallowing Building Code deficiencies are required to be corrected --�
L
t
- --- L--A-JProved
Presented to '' ------�---
�- Di"liproved
Inspector J
(late _-__._-----
CALL FOR REINSPECTION
YEF ❑ NO
>w,
�I Hayden Corporation.
Tualatin Development Company
!�V
���, C �*._ _____ DESIGN DEPARTMENT
To:
LETTER OF TRANSMITTAL
Project No. B��T
Project AA
Enclosed:
No. of Copies z
Item(s)
Acton Requested:
Sent By:
Our Messenger Your Messenger Mail '` Express
Design Department
15,100 S W 1161h Avenue
Tigard,Oregon 97223
(503)639-3101
MEMBER FORCES FROM LEFT i0 RIGHTI �PV� V11 GgF4,..
LUMBER SPECIFICATIONS NESS REACTIONS W4 H%
TOP [HOBO BOTTOM CHORD N 1• 191 N 7. -S11 REACTION ! I• 769 L'F S y" •���r,
ICP CHOP^ 2t14 •2 HEM-FIR 1 Ir -I507 B I• 1429
CONST n, OF-L 2. -b90 B 2• 1429 54 W ;. -B4za p 9; _1696 eERCT10N a 12• 249 t `per Cy
1200F-I.2E NSR HEM-FIR i 9' 944 D 4• -620 w 4• -951 NIOa -S!b
BO! CwORD 2E4 CONST P. MEN-FIR T.T 5. 944 B 5. -454 N 5• b7S NII• -261 BEARING A.'CR NEO.O ISO IN) p
CONST R. DF-L r b. 207 B b. 0 M b• -1120 N12• IS ERRING a 14 0:928f% D.OED►
120OF-1:2E M5R HEM-FIR + 7. 20? SEARING N 12 b•I7HF/ 4:00 F O'� RAsr
wE85 2R4 5TA14DAMo OR STUD MCN- IR TRUSS LOADING ICON 11 FS �a:�7 •aCA4 I
P5f
PLATING 15 FOR R-$DOR SERIES I OF LL-01 04 TOP CHORD . 910:0
GL ON CEILING • 1D.D PSF PROVIDE fUli HEARTH: FVA
"OTAL DESIGN LORD • 42:0 P5F
NOTE, LOCATE INTEM-PANEL SPLICES AT 1/E LOAD DURATION INCRCASE • I:IS
PANEL LENGTH •'- b INCHE$ FROM
EITHER END OF THC -ANEL INDICATED:
NCTCI 115 CONTINUDUSLATERAL COLUMII BAnCING
AttACIIED TC wEB wHEAE IuOICATE ET C•7.
U 7 0'
alt AOIATEO 90 DEG.
I it}r 4060
0e50 12 4
ALT SPL
2445 2445 r
',060(3) ,
s445(NS
I 1,5"
122445
4 r- / I /
3260 �
24 24 W
45 NS) 2475 2490
0810 2445 1Lt
ALT SEI, 4860(5)
2445
P.
__ems.._._. Is NIPIM : f• iN!`tOPb�D711MP07[D N;MI Ot11411 Nt�II�• I
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-5070 :?C ti 7l:' O.C. 9/IU P5 �.1.�+L--+•-� I i��lx$I'MI
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•' [5 iti[4`99tPii lyu •1h4�Nu� M1Rf l0 4r 41 AIHIr uM`[ff OtnQ[l1MI !. •! 1
`q, D E S I G N 1 t u OfCC ll.L1 i iI TN BN1 r An Ml.P RP[I[11p{pN1 Nin;(y"Iy!•p I CiN 1
C T I U S W L H r YIN N;i Y IONEb 1 LC.Pn�1I�11t LLA. Y ^l� P�(1��M000 I '
C D I 1( I4
A IVTRUS 1411,YtIEr,1. BP I Px6 EAI NI Y p
EIII A^I nN4;" I xtillll[ -.IONP4M111[lSw rJ1D0 Ei14i[xl nV)f"�9 Intl i(NiCi .i
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Sr5 E -
Pv• A-4854ri
LUMBER $►CCIFICATIONS MEMBER FORCES FROM LEFT TO RIGHT; J`
t0► CHO►0 2xy •2 NLH-FIR TOP CHORD BOTTOM CHOAD NESS REACT'.ON$
CONSTR, OF-L T 1• -1507 B I• IY 9 N 1• 131 N 7. 311 11,E DN a t- 769 Q P ♦ CO
I200F-1.2E MSR HE"-FIR T 2• -b90 0 2• 14x9 N 2• -020 N 8• -1327 REAL*IDN R lys 5p f$ S
127 0 3• b5y N 3• 415 N 9- b9b REACTION " 12• 24596 tit W4 hi 9<•
T 3• o
OCT CHORD 214 CONSTR. NEM-FIA T•4• 944 6 4• -ISD N 4. -951 N10• -33b �
CONSTR. Di-L T S. 944 0 S. -474 N 5• 673 411• -2b BEARING R-EA AEO'D 150 1N) N
1200E-1.2E MSM NEN-rIR T b• 203 0 b• O M b• -1120 N12• IB BEARING • 1 1.90"1/ 1.21OF
9pERRlNG I4 O.l2N// G•OB�F
NEBS 2x4 STANDARD DR STUD MEM-11A • 7. 203 pERRING P I: 6.17N►/ Y.000F
PLO
L PTING IS i0R R_SD00 StRICS DF TRUSS LOADING ICON 1) .y,
Ll•DL 04 fOr CHORD • $2.0 r$r
NOTE, L0CRTE INTER-PANEL SPLICES Pt 115 TOTALL DESttGOL ON A LOAD •ILING - 42.0 PSF PROVIpF FULL BEa,RING Ss/Q�0"
PANEL IENOTN 6 INEHE3 FPOM LOAD DURA110N INCREASE • 1,15 Z� EN
VINE R rND OF THE •ANEL I4DIC11 '.
N^TEr 1'13 LCNT INUOUS LA*EAnL COL1IHn BnACING
AT*RCHEO TO NEP WHERE INOICAtED Fr C•7•
PIAIC"Ja CD 90 OCG.
4r{y 4060
C830 � U030 12
ALT SP% 2" -4
2445 44/ `\ 2;90
4060(S) _ l
2445(NS
� 4 12 744' ��- \ I I •/ �
uR?n .v45
:144S(NS) 2475 :vQo
ALT SPL 4860(5) kIr
2445 '
OVERALL 5PTIN _
P-AI EODt "`-
r-500D a7,p nr, {iwl;H H(p,CNR`Ht(eitioll{i.c`[(B�B[T«q
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lociCUIpIPC(r. rE'if M:L
f�U�MILIA
'�uh7'�INfC 141f ItY�{,rt/P II��Mfp
RDVTRUS``' DES I GN `� I I I O,tLI 0 . O{Pr0
1 I V �I `� Pe'n�n��Il«3ti{29eR.0 I
y` N MIL R I ��E•�r t,
• •«RFI
RTr. C.i \��J S 1'S T E M S , �d�'�X€;�G`Ixr` �i�l
LUMBER SPECIFICATIOW MEMBER FORCES FROM LEFT -0 RIGHT,
TOP CHORD 2114 SEL.STR. NEN-FIR TOP CHORD BOTTOM CHDRO NEBS REACTIONS
T 1• -5827 8 1• 5673 M 1• 549 N 5• 215b REACTION Y I. 1683
NI DF-L T 2• -42b9 B 2• 5b73 N 2• -Ib02 H b• -2934 REACTION a 4. 2b4b
IbSUI-I.5E N59 HEM-FIR T 3• -2302 B 3• 4156 N 3• 1208 N 7• -132 C P� 1•V/`�!
BOT FNORC ?Yb SEI.' R NFN-FIR T 4• 0 0 4• 2241 M 4• -2210 BEARING AREA aC0'D 150 IN)
BEARING IN I 4.IbHF/ 2.b9Di
• Dr- BEARING N 9 b.53NF/ 4,2301 IY'/
IbI50lr-1�5C NSR MEM-FIR TRUSS LOADING ICON II 1P f,`, u1Qv
ER9 ;Yw STBNpA�D OA STUD HEM-FIR I.-OL ON TOP CHORD • b4.0 PLF
,,ED YS 14 2Y4 CONST". N.r'r OL ON CEILING 20.0 PLF
'LATINO, 15 rpe R-5000 SERIES MF MSR TOTAL DE51GN LOAD 64.0 PLF I
PFOlff
ADDITIONAL LORDING CEO
TRIM BC INCA rR 0.0 TO 303.01 D.0 TO O.OLU PLF y 2642
NOTE, LOCATE INTEP-PANE1. .,LIG:5 AT 115 FR D.0 TO 15.4' \� GI N F a
Par'I LENGTH - b INC NE FROM LOAD DU It IION INCRERSE 1.15 �p�r1 �q�O,A ` CIVIL ,rx
EI'nFA Cho OF THE PANEL 140I0TEO. rYJ p q�
NA
*LATERALLY
1 ORfr•;q � i
/
*LATERALLY BRACER TO ROOF CF QIAPHRACM
ALT SPL
2460 4D7s \
40b0
12 4Db0
2.P2Kd
- 32150 2460 5bbO
ALT SPL
5660
5675-
1 _ 18'-4.6. OYERRLL $PiiN -�
•' CJDE :INC IN DIAthEE--- .C NFSPfIr In'' nr It f.fPS.a N1C[N'wIN rNNT tM[ MO!Yi l{!t OM NI!Ot714N NIrf ON INC 0 INT,
70: CBE 24.00' C.E. ID Pi '.:�OCNU iONU i. . F1 N I;. tu•iNi,l aN( NNU IM LII`[L !t(NPNBl4 NE if low:C `A(NC, )u INC
DE a
C I 1 rl/ / - r.n. PI 1Nnli� Milan^;I .� 1r(n(Y)ppu lC`ln[t I! IISIYIN((0 FO OQ C IICCppUMpN[r. Id1� NlC
1 fY II ul I Ir CQppp/.III COp(f�I INNYNppCCI1RT NY/M(NL116' 1!`'NO/N IM)iNpFp tIHI[ .�II TSA
PT .N r., NJI )PU:It I[NUt fIGM1 DiiaML 11718 btPl AttYA,II O�IYIOlD: . y�87:
I f�..� /� It
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REovTRUS DESIG�E I I U J III �D 1N( p1196N TND .INL EI 488E Ifl N,ENr� N T� NIICr.I�I 1 fI Y I I oM Y CtR •i�l 1 I eliNE!rI t!I LYD REF[[tT'�� I I:v 11 •N[NE DNr 11)�BN N 1111411
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LUMBER 5►ECiFICP1JpNn
MEMBER FORCES FROM LEFT TO RIGHT,
T"F CHORD 2x4 RELpFTL, MEN-FIR TO!•C14ORD BOTTOM CHORD NECS REACTIONS
Ib50F-1,g[ NgR M M-F 1 2• -V269 B 2. 544 N 5• B1S6 AEACt1ON a I•
E IR S67S N 2• -Ib02 M b• -2934 REACTION 0 t633
BOT FMnRO 216 SEL.STA, HFH•r ,IR T 4. "230 R 3• ?246 N 3• 1200 N 7. .132 qt
4• -2210
■I Dr-L � HERRING OREA q[0'0 ISO IUf
IbSO'-1.5[ HIR NEM-FIM BEARING 0 1 '.16HF/ 2.69DF ViAr
,rEB •5 TP,L-55 LOADING ICON 1) BEARING 6 9 t,,S3Hr/ y,23Df `tV `k
EFS I-`;%4 COH,1A'IO-rM.11,.SiU7 MEN-f IR LL•DL ON TOP CHORD • 64.11 F-F yea
PLPTtN4 IS rOR R. r 70rADL ON CEILING 20.0 PLi �L
5000 S.RJESMSR L DESIGN LORD • B4.? PLi it
ADDITIONAL LORDING �/ 4 r��f�\
NCTE, LOCPTf INTER-PANEL Stt[C:S AT JY5 TRIP, BC IN
FR 0,0 TO 303.Oi 0,0 10 O.OLU PLF
Pa'+Cf LI:4 0 L If EL I' FROH LOPp pUAAT:ON INCREASE • 1.15 Cj- A, 2642
[t'HtR [rr0 OF THF. "PNEL IrIn1OATE0.
01.1 TEP
OAEG^0 f
*LATI:RAI.L1' BRACED TO ROOF OF 0IA('HF,AG"t
Cal w 41%
ALT SPL
2460 4075
f'
40bp \
12
90bpo✓�r.r�
?2150 --
2460
ALT SPL
5660
\ 5615
_ t8'-4,6OVERALL SPAN _
rL■'t CdDC PACING npit /f�� 3 1
C LiBC 2u.CJ' O.C. 9/10185 -sye�Ir�IDl�ii�iw'r�n�ngD�icw` rEIND1 r r rl T it g IN HI tar€w�UJ�DIMkc4 1"r
tt p ! ! e,
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DESIGN
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•PFY�wiC11l`Iw pw rSOQIrIMgQ`}xGs. CIeI[jCDPR,p1�•l,�[ 8y{RgBT Ftj Cy� N
l.�Y nCr• f� �C`%� 5 T 5 T E!t 5114f VJ011 [ltl7t N FMMI Y11 /q [C Ir QI A[OD�IiwBP
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LUMBER SPECIFICATIONS ME;IBER FORCES FROM LEFT TO RIGHT,NESS PEACiI0N5 I-
TOP CHORD BOTTOM CHORD
TOP CHORD 2%4 at NEM-FIR T 1• -9291 3 1• 7865 N I• 62 N b+ -3194 REACTION o I• 2376 2 COMPLETE TRUSSES REOUiREDI�
CONSfp Df-L T 2• -7b29 B 2• 7Bb5 M 2• -bBl M 7• 9213 REACTION a II• 4!!0
1450E-I•!E MSR NEM-FlR T !• -7235 B !• 6672 N 3• 20bb N B• -5521 CONNECTION REQUIREMENTS
T 4• -4274 B 4• bb72 N 4• 724 N 9• -Ib5 BEARING AREA REQ'D ISJ IN) T.L. IID NAILS STAGGERED AT 12' O.C. I
0-
PDT CHORD 2%b RI HEM-FIR T S• 0 3 5+ 4234 N S. 1107 BEARING N I 7.l0HF/ 4.6001 B•C IbD NAILS STAGGERED AT 12' O.C.
•2 HEM-IF-L R NG • II I0.b9NF/ b.93DF NC33 IID NRILS AT 12. O.C. THROUGHOUT
1200F-1.2E MSR HEM-FIR TRUSS LOADING ICON 1) F�bVIDE FULL BEARING
eLpTING IS
2x4 STANDARD
R-5000 SERIES! OF 0 HEM-f1R LL•DLDLNONOCEILING D 0) PLF
TOTAL DESIGN LORO • 74,0 PLF I
POOITIONAL LOADING
OTEI LOCATE INTER-PANEL SPLICESR AAt0M1/5 pNlFr BC VERT 2!1,01 O.OLLI PLI FR 13.0 TO 20.0'
PANEL LENGTH •/- b INCHES CONE: BC VERT 1b7C,01 O.0LL1 L11 AT ►BNFL POINT 3
EITHER CND OF TME PANEL INDICATED, LOAD OURPi I'N INCREAS[ • I.IS
NOTE:
NIP 112-8 SPACED 24" O.C.
SINGLE MEMBER TRUSS REQUIRED 2x4 STUDS WITH 1630 TYP 117 �
116
115
114 I I
13'-O" 113
i
-- •,Y- -1i I 326)(S) �
It
i 42_0 s�
4090 H727s I k 4060 • 1630
I
W GH'-' , rzb0
Q :,t way„
—• vebo
1630 4e40 1630
Sb60
O,r mac;
sbNAL
—-- ,8'-0.0. OVERIJLI ,RAN
-_��——�—f--T!96i
_ 1r€N-5000 UBC 24.00' O.C. a t• 05 181 II T(( cpp0 {911 NSIONRI u(Nl�«LM�rI 0 fN• 11 \\\a t �p« Pa[ ` [l� '" g; CCCCCC°M.'Rni111 CM0y , IIIN(1�L NIINUa"' LO PITC O0t R ALLY �V QI 0lY l URIF C iNi Y V« raU! NC«!I T! N NNT[(lRte 1100L N V to y !p� ���^ a g PP [ [ lt I N �fsRN RDVTRL!So DESIGN 1F[�1►B {1ME, t c�r [11 4 N �Yt6811 ipaWOOT R U S W R aFkY R t°yP ��a awA 6�«�«�N°•. 1 T�E RaeINa N°e°y �,�Q1iif11It
'V31P«p{N[�»a°`�`aFty" RUeie ( pNSTS T E 0pR •p r�v Nt/"«LI UM[[[L}Q■p Nl1{{l I[Q BPIpT a(f(1 IMBN«[«(t aryl eM� "MN(Ct"/f}[11[[[[#A?.«HE s}![7=10[1 1"IN»U1M�'
I;lr• 11NN:e-4-47
F-111Ay e�I 8 n.SYal 5•S•f•9 feRren+rlea «SIEN00[re«r RNr JY I U r° Ilea CFIa la FNCEC N e 1 RI !�!�U1110[ rNt lCa1[0/ [!a�11 LI
ADN NOMI! +I/31'
LUMBER SPECIFIC,.-.IONS MEMBER FORCES FROM LEFT TO RIGHT,
Top CHORD 2X4 al HEM-Fig 10► CHORI• BOTTOM CHORD WEDS REACTIONS
T I• -8:51 D I• 7ObS N 1• b2 W b• -5154 REACTION o I• 2e76
CONSTA. DF-L T 2• -7b2,9 B 2• 7ebS W 2• -bel W 7• 3215 REACTION s 11• 4530
145OF.I.3E MSA HEM-FIR T 3• -7235 B S• bb72 W S• 2Dbb W e• -5521 2 COMPLETE TRUSSES REOUIREDI
BOT CMURD 21b •1 HEM-FIR T 4• -4234 B 4• bb72 W 4. 724 W 9• -Ib5 BEARING AREA REO'D ISO IN) CONNECTION REQUIREMENTS
T 5. 0 B S• 4234 W S. 1187 BEARING o I 7.IOHF/ 4.bDOF T.C. IbD NAILS STAGGERED AT 12' O.C.
•2 DF-L RAANG a II 10.69NF/ 6.930E B.C. I60 NAil3 3TAGGC RED AT 12' O.C.
1200E-1,2L H,R HEM-FIM TRUSS LOADING ICON 11 �UYIDE FULL BEARINr. WE8 III
NAILS AT 12' O.C. 7NROUGX06T
WEBS 214 STANDARD OR SIUO HEM-FIR LL-OL ON TOP CHORD • b4.0 PLF
PLATING IS FOR R-5000 SERIES / D' OL ON CEILING • 10.0 PLF
TOTAL DESIGN LOAD • 74.0 PLF
NOtEr LOCATE INTER-PANE I. SPLICES Ti I/S ADDITIONAL LOADING
PANEL LENGTH •/- b INCHES FROM UN1/f BC VERA 271,01 O.OLL1 PLF FR IS.D TO 20.0'
EITHER CHO 07 THE PANEL INDICATED. CONI BC STN( 1670.01 O.OILI LBS AT PANEL POINT 3
I!11' DURATION INCPEASE 1.15
NOTE:
NIP 02-8 SPACED 24" O.C.
SINGLE MEMBER TRUSS R?QUIRED 2x4 STUDS -TH 1630 TYP #7 ll�
J
#6
115 l
13'-0" 13 114 i�
''� 326)(S)
40903275 04 w 4060 • ~� 1630
PJk-VV Gg32bD
M o
Eli
t
p
^ ^ A r•, a. �Q' 52105 1630 4090 1h30 5660 4ebD
Irp f! G
ss'bNAL EH �� 4860(5)
4rt
28'-U.0. OVERALL SPAN
IIRiC CaOC 7 5rA714G Dell 1 rN aI 9tLN f91 I' CRS A rn[ OR 1I l E ON rHi3 [SI6N"Lit ON
1
11-5000 LIBL 24.00' 0.C. ? b'05 Ila Tac ao� + t lir l$ag� `Eta uikoi�
11! SOMI O•
N
X1. l IM C 4� C 13 VIMI XSIONNL RCC UIIRCr,
SN NN NA[N� a �Pn d 5 �'NP(iNSP P r( nr
A N R D V T R U S R D E 5 I G N ,tiGNa6FF'o a~[ ,a [�R SLkI Di.PotX.
.'VII VN tR S N((NN R9 S M[k oN INI
T R I I 1 I/-SII Ef/��� I d•a PO 7 lA 1Mk1N MIL[!}O M tNP C O A
O 1 1 1 V V I \ 1 1 1... CI'IPI RO ICAC/ 11 I��C NF�LS N01 f r
r r 1 r ( R I S L rC R 1 NORRr t '•
G NM 011•N 1NG'. f ,BB `RNCIfNI N000 1(_
S Y S T E M S a t R[[C ON Na! IFI (CONCCANIN(rQ FXNF N r(Ly CN�[y(1 ON
Cil[• 1!MN•je.4-47 RTf.A-14 8 JI g s• L PI INIInIC I 'I 1 C S NN to N�RUS OI NL INUSi r ►�I YC Nf III r N�If
`
I SIPII IN OC rP CNr 11lOMN M, N,Mlll R 5[C 1X1(1 NO eUN(1 CONI Nf OCC Cn(
5'1 NS[N.RN•PI'RN a SI CNOV[(.NRR aN•NUOII[IOU�NRIeI(pIION rr .'C 11 Nf EC II NV ,w(n[f A�0517N0�11�DQ�R. WN step[a,S�IfIOM�R'l ltt�C O1 R'f4R.'°'
aftN Nnnnis -177
1
LUMBER SPECIFICATIONS "EMBER FORCES FROM LEFT TO RIGHT, H-- -_
REACTIONS
TOP CHORD BOTTOM CHORD "CBS i
TOP CHQND 21b •2 HEM-FIR T 1•-14563 B I. 15626 N I. 89 N bT -4749 R°ACTION • 1• 4750
+2 DF-L T 2•-13°64 B 2• Ilbdyy N 2, -521 N 7. 3846 REACTION • 7. 8307
12DOF-t.2E NSR MEN-FIR T 3•-13327 8 3• 1715! M 3• 97 N 8• -3905 3 COMPLETE TRUSSES REOUIREDI
1 4•-I X327 D 4. 1646! N 4• -633 N 9• 2536 BE RING AREA REO'D ISO IN' CONNECTION REQUIREMENTS
BOT CHtlRD 218 SE L.STR. HEN-FIR t 5•-1,353 B 5. 20008 M R. 8110 BEARING
• 1 11.75,11/17.61 OF T.C. IbD NAILS STAGOE RED AT 12' O.C.
I DF-L T b•-21090 B 6. 20007 BEARING ° 7 20,SIHF/ l.2'tDF B.C. Ib0 NAILS STAGGERED AT 3' O.C.
1450F-1.3E MSR MEM-FIR WEBS 10 NAILS AT 12. D.C. THROUGHOUT
MOBS 214 STANDARD OR STUD MEM-FIR
4+WEB •E 15 2Xb 02 HEM-FIR
PLATING i5 rOR A-5000 SERIES / HF MSR
TRUSS LOADING ICON II
LL•DL OI NONOCEIL/NG 20.0 PLF
TOTAL DESIGN LOAD • 64.0 PLF
11001TIONAL LOADING
L ONCI 8C VENT 3786.01 1, OL�i LBS AT PAPLr F" NELOPOINT TO 24 D
LOAD DURATION INCREASE • 1.15 SYMMETRICAL ABOUT
NOTE, LOCATE INTER•PANEL SPLICES AT 1/5
PANEL LENGTH •/- b INCHES TAO"
EITHER END OF THC PANEL INpICRTEO.
•Awja
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i
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TO► CHORD BOTTOM CHORD WEBS RErCTIONS
TOP CHORD 2Xb •2 HEM-FIR T 1:-14363 8 1. 13626 N I• 09 M b• -4749 REALTION a ,• 4758
•2 DF-L T 2•-13864 B 2. 131,21) M 2• -521 N 7. 3046 RFACTION s 7• 8307
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BOT CIIORD 2xB SIL.STA.
MEM-FIR T 4•-13327 B 4• 6463 N 4• -b33 N 9• 2535 BEARING AREA REO'o 150 IN) CONNECTION RE OUI RE ME NTS
T 5•-17353 B 5• 0000 M 5• 0170 BERRING • 1 11.75HF/ 7.110E T.C. Ib0 NAILS STAGGERED AT 12' O.C.
•1 DFL T b•-21090 B b• 20007 BE(31 NG b 7 20.51 MF/IS.29DF B.C. IbD NAILS STAGGERED RT 3" O.C.
145OF-I.SE MSR HEM-FIP WEBS 1bO NAILS AT 12' O.C. TWALl!16931.17
WEBS 214 STANDARD OR STUD HEM-FIR
+ WEB •S IS 2xb •2 HEM-FIR
PLATING 15 FOR A-5000 SERIES / HF NSR
TRUSS LOADING ICON 11
LL-OL DL NONOCEILORD b4.0 PLF
ING 20.0 PLF
TOTAL DE516N LOAD 04.0 PLF
TIONAL
UHIF, BC VERAD054b.01 LOADIN0 OLLI� PLF FR 13.0 TO 2b.0'
7NC, OC VERT 3786.01 O.DLLI LBS AT PANEL POINT 4
LORD DURATION IPCRERSE 1.15
NOTE, LOCA:F. INTER-PANEL SPLICES AT 1/5
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PANEL LENGTH •/- b INCHES FROM
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TCP CHORD 2Ky CONSTR. HFM-''Ip TOP CHORD BOTTOM CHORD WEBS
CDNSIR Dr-L 1 7- _1333 B 1• IC67 N 1• -JIB N 4• REACTIONS
12008-j,2C MSR NEM-FIP IIBB A 2• 792 N 2. 390 REACTION s 1. 1039
DOT CNGRD 2Ky CONSTR. HEN-FTA 340 W 5• -JIA REACTION a 5. 1038 2 COMPLETE TRUSSES REQUIRED!
T 3• 92 N 3• J40
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NOTE, LOCATE INTEP-PANEL SPLICES AT 1/S
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$)-WAN 11 •aT1R• L 1 I
P
CITY ` 3'ARD i
SANITARY SEWER AIR TEST NOMOGRAPH
r
PROJECT NAME: to4oM D i.
L•eela
TEST DATE: 4 c K fe 4
TEST CONDUCTED con 00 0 1 1000 16.0• Is 1109 IO
e0O logo to
TEST SECTION: FROM A0 TO �� : 1 ese OO
�eoo 10.o eoc
—, —
9.0- no so
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e
OIA.(d) LENGTH(L) K-0011dItL C•00003882dL eoo 60 4 JS t4
so
600 t
610 is
3.0
400
10 Ate is
r e.
a00 eoo /40 IZ
400
TOTALS L G, %25, goo
7o.e
1.o to
r too SOILS 10
/ Jsc r,: li S
(fa)TIME REOUIRED IN SECONDS: Ci so
LOSS 02. 0.7
ACCEPTED soo 0.e
its.
0.e 10 to
E] NOT ACCEPED
0.4
NOTES:_ 160 170 O
so
40 160
so
�1
--
0.2
A INSPECTOR to
3 113.100 a. 4
(16 100 1.2 NomogRAKH FOR TNR SOLUTION OF K.0.0114t L, 0•O.00Oteet/L,
3. f4-K40
y
Hayden Corporation
Tualatin Development Company
February 18, 1985
Ed Walden
City Planning Department
City of Tigard
12.755 SW Ash
Tigard, Oregon 97223
Dear Ed,
Please refer to your building permit r'i5146 dared 1 -3-85 for ''The Fountains''
condominium building kl at 15695 SW 114th. As we discussed on the phone, we
have replaced 2 of the ''Del Monte'' units (116 and 1,'8) with a new floor plan
called the ''Monticello''. This revision will not change the major structure
significantly, only partition walls and the layout of units number 6 and 8.
1 have included 2 copies of the pages of our building plan that are affe,: ted.
Please replace the corresponding pages in Vour files with these.
Also, please see the enclosed copy of the correspondence I received and
ans,jered concerning the Tualatin Rural Fire Protection District's requirements
for this building. These revisions have been made on our plans (specifically,
our 2-hour fire wall assembly) . Thank you for your help.
Sincerely,
1-UALATIN DEVELOPMENT COMPANY
SCOTT GODDARD
Project Manager
Department of Planning and Design
Encl .
SG/hms
15300 S W r 16ln Avenue
Tigard.Oregon 97223
X503)639-3101
1
CIIYOF TIC :RD No. 1374
127555.W. ASH
P.O.BOX 23397 Date
TIGARD,OR 97223
Name I�
Address
i
Lot BlocklMap S !vlaion/Address
Plumb Cash Check
Permit #'s Bldg. t�
Sewer
— — Other Cher Rec. fly
Acct No.
Description Amount
10 432 'wilding Permit Fees
10-431.600 Plumbing Permll Fees —
10.431-601 Mechanical Permit Fees —
�0 230 501 State Bldg_Tax_`__ —`
10.433 Plans Check Fee _—_-
10.435 Other Licenses & Permits ---- 1
30.443 Sewer Connection _
30-444 Sewer Ins ection
24.448 Sheet Syst�_Dev• Charge
25.443-610 Parks 1 Syst. Dev. charge --
26449-620 Parks it Syst. Dev. Charge —
31.450 Storm Drainage S_yst. Dev. Charge
10.430 Business ax --
10.434 Alarm Permit
10.227 Ball
10.455• Fines -Trait iclM!sdlParking__
10-230• ____ CPTA TrafficlMisdlVic. Asst. _ -
10-456 Indigent Defense — —
30.446.401 Sewer Service/USA
30.446.402 Sewer_ServicelCily
31.447 Storm Dralage_n
40-475 Bancroft Prin. Pmt. _
40.471 Bancroft Int. P mt.
10.451 Other Charems for Services
TOTAL
� 1 f
�o� r
$� 7, 7
PC-
/76
a
3 3 e--v
r'�
IW'q it fupfxxr4 91,ur—M".f_,
As IrOYrD I. A." t 7?0 b_
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&t GATE 61jee91
appt throughout.
r EACs.
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SECTION A
HIP 11-11
TR�SS LQADIN,,
SPA,. n",, ar"IRED )IJIFORM LOAO r 64 0 PLF
PLAt TC 1.040 V, 0 PLF
`NC 4V LOADS t97 I Lro
LOAD C • 50 0 PLF
1.')^D nVRAIION INCREASE 15
6EF? REACTION . 2582 RICH ACACM7,1,
FORCES FO- % ,
2MEMBEA ;.GS (Co,,L)'I)
T L
Z. j, 940 W 3 269
IT
-e522 r 1536 W 4 !;36
7o sp U I >40
1-4 studs A-1 SX3,typical,
AREA RE, 0 1 .ftHr 5 93cr
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R-/.6%9
T-50 12
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T-110
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PMTOMCNV Ad—,.d'—AQd A
ON-0-4-42 DATE Is 181
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h 16d .' 8 mtaqqred a'
t,0,2ot,hdrwth,L,t11
u,h,-,t- [Ai, 1 0 0" FROM E40 WALL
SECTION 4
i dJRM NO - 64 0 PLF
HIP #2-10 KEQU I RED LAT "AC. 96 0 FLF
SPACEb 24"'�-C- SINGLE ML;"EP .I; -0-L S9 7 , -ES
.)AD -. 50 0 PLF
1,NCREAgE • I It
_fCT F;EA,;TJON - 2582 SIGN- KFACtION
FORCES
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T I -�Fq77 940 W3 209
7v2v W a -1536 W 4 '.536
79?q W 440
T-3/1 .
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Vancouver, WA 98661
(206) 254-2333
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ASSOCIATED
146
ASSOCIATED TRU3-WAY, INC. 2419 N E. Andresen Rd
2419 N.E. Andresen Rd. VenCouver. VIA 98661
Vancouver,%VA 98661 (20,, :54•2333
(206) 254.2333
i
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