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Job Title:
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; 14 I I Monoian Dormer
I MIMI= YCM• rtra) 14- V Vit'W''C 14310 SW 133rd Ave.
Tigard,OR 97224
----- __---- if
CITY OP TIGARD
Date:
REVIEWED FOR CODE COMPLIANCE May 20,2014
Approved: I 1,--r--. Drawings:
OTC: I I Existing Roof Framing
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Monoian Dormer
14310 SW 133rd Ave.
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( Tigard,OR 97224
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I e'o-11 -01.01,a-01-Y Date:
May 20,2014
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Job Title,
I I ef/14- VOciff 7 7 Li.gv,
I IMonoian Dormer
14310 SW 133rd Ave.
I i jTigard,OR 97224
12cA1"1 0 t;;6K, Date:
May 20,2014
tiM WA-1W-lr 1 1 t" 11cW,4 rw.ligrrio-n-s
Drawings:
ate,W- 1 lar ala-n—i Alternate
Wilit, Or 1-1/ XVi11T14 Dormer Roof Framing
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39421 NE HIM Road
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II I ( "CV Al*lifrrAiTA
M1,1 110V11r.c: Monoian Dormer
14310 SW 133rd Ave.
WAI4. 16'VO DX F Tigard,OR 97224
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(t )PiVitleft- 444.1..-•
-
: Date:
.4.1
1IVI-1 TM-VT ,AVL L May 20,2014
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Drawings:
'E''''vrrvr "'I', "--/-a.frvAvv- VocIfie,
2"Floor Framing
ia 2frit fi.oc;r_ fic41-111-14 n-Ar-1 Page:
Mrile .4Nle- rei•t-120 S4
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23155 5,erna5onal 6/5.53.51 C7,d,i 35 NOS.1 Ver I 01 66
Es 16,5,1.55.55, /6595a Design on:01 320-C1014 0902 46 AM
- 1 IVI 8 6 21 31.a 13 1 FT.,a•2'O.'ad2-1353.5.1d5-F1r-Larch-Div 1.15.5,
.1-.46,,a,e 6 1 En. Cor Roll rt.,Tara,Sart,en P3154tilps t Depth Required 8 85 in
.3.5.5,86."a5i5.16,11655,a
71011/-1/Ari Po -'riVr---- fkrrit, WV fivit rYiz_ :,,,,..., DLD-Center.
LLD-Center. 0 53 IN
(3 17 IN.L.1766
m71,4 I.Q.3,1 TLD-Center. 0 12 IN.1../685
8,21-5 5.555.5 6,5 E!EPECnO7,,,
lid DLD-Ptdid. 13 0, IN
Ferar 1,*".'ee. PO- LLID-Rfent. 1 15 IN.25/412
3 ate.Load TLD.R,g5t. 0 16 IN.tn./376
3.3.0tri/.413 a-, 7 re,i- ,,,,„,„:-,3,L,,E5a Red55556..165,54 4
„aa....aad LL-Rian.A.- 252 LE‘ ' -P1/1 a- '''''i.'21P. ,Dadin".ead DLR.-of,. 14 LE,
1.,t4 Load TL.1128n-A55 5.1E LB
Desion For Uplift Loads lIncludes Uplift Factor of Safety] Ran-A-min= -45 LB .0 pr t
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26,66,6565 ritsts:E5C ceact old ifai5piaapt Si, BL.A. 0 1'34 IN ..? • dr
„,0:t.:Loa a DI,•Ran-S. 574 LB
06 Load 1L-R85-8. 1845 LB
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ACIPVT ItY45 5442/11/ ,,,,:t ridTt"ever Lenxt.. L3. '2 5 FT
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,t Cart 165 , 134,,56.ted 1,511.6t5.113.55:t7 m Lu3oh Bea15.3-Tor.
-Bottenvi 3 0 FT
2 0 FT I WIRES:/2-31-I5 I
or-if 4 ....,e g,,a1 Ctiraedn Factor Cd. 11
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Iill/574 CinW 15,351 5,545,116 :
Lin'rpm L586 .
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17.7/474 P55.1•1 1..3e...o4d TRL.P.d1-425.25 116PLF
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Troutdale,OR 9'7060
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•.,,.,;,x) Pt 1.3::, 340 LV Monoian Dormer
PI,11.6. 130 LE 14310 SW 133rd Ave.
AW OW- mi- o- oevpirki vorlie,r_ vo tiar ..,U.,,.,,,,F1.55-5 10r1E,-,3 04-40i.,..,,
P,0r0,,,,$r0, tc.Do 0,a'a,:d.;_a•aa
Tigard,OR 97224
likithfiqtrily 11117.ACE- 'Pe.11711& 1,71144.Mli .. EuTd To 1E6,5
tined,61/65,a Pe.
f1va ORO PSI
16.0 PSI
0 OK ?tit Iii/iP ‘,-7761ti
Q.. `bed..,s 55 E a5.155ity
iatiustea r,,,,,,,,..:of Eaa,5t8 E mfir.,3,,.., 1r.10005(.1 PS1
580000 PSI Date:
May 20,2014
,,,:,-per ap..at to..6.1,00. Fcperp. 1:25 PSI
.645./55.5 1,15:aitedies
11S.C.35515eada135 Fda
ar:it'..1".?.1S1 1 1112 PSI Drawings:
1-.1e,,.Facic,s 1:65 1"5 C.56 511 C F551 I 0
F,i7 207 PSt
A,010,0,-0.c,,m,.,rs C,I,1"5
Beam Calculations
Ditd,d 6 Pea,ra,repts
Co5.545 ran'355'5,5 td5
I 65-'t,1 s..a ra 5.i...''car 2 i C.,.,,,r,k1 f;pa,,
Page:
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Crenc6155.SIR a" V= &.,.b LS
A,a cisan.na 5./fel,5.55"58,155dr, 1
, Di.Ka7 2'Center 5:55151
Car 3531 665n,raeatee t.'y 45.55,56,d r, OSa, ca,d.-ddd ad:,Wiii:i Or: pail s) :3 S5
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S. 21 56 1513
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Roof Bear' 2006 Interval onal Braiding Code itY2 NDSi incit 7 It&:, itttir-ttoded:77e.rol 2000 teeeatotat Betiding Code Inca NCSi 17ei 9 01 05.
Ev Scott istriecanan Angle Design on It,,.o 2014 09('2327 At,' E'y Scott Bateman Area:Design on 05-23-2014 00 02 111 AM
Posect. thrittiaIAN-Location vandiniv heads,: Fra Act Mr:mei:Ara,cogent, se;,-ig team
Surrinaay, Sainimary
i 2'I de,IN y 5 5 IN x 5 OF2 r 52-Etour:!,Ott,Fotl_tott.Dov Use 3 5113 y tri 25 iri 8 0 2 Fr 8*2-C1Facias-0r-1,arch-Oro Use
Section Adequate By 302 145 Conholt tug Factor Sectron Madrit6t 10 flu Required 2 74 in Section AiegLete Si '95r Comers,mg Foam Section Madutan i Depth Required 54 in
Doves :Seems,Span Dere,:ants
Dead Load 01.12 13 n1 Dead Load P1.0-Cony' DO?
Live Load LLD. Lire Load LLD,Center, 0 10
Total Load TLC, 0'8.'71 Total Lead I2I:4,81,0er, 0.15
Reactions{Each End) Center Span Left End Reactions:S.I:QL.a.,A,'
Live Load LL.13E, 168 Lee Losd LL-fam An 745
Dead Load CL-R.rns 1E8 Dead Load DL-Rstre43 470
TOtat Load IL Noon 337 'Falai Lott+, iL,RX.,;tt' 1224
Bearing Length Required(Beam onty suppon catiacay vol shec*eP1 51.4 1 10 Bearini Imanat4 Eseastiett 0830017 orb v suppoct capacity nal checked) fai.-en 0.50
Ream.Date Center doe-44:CM E rii Rea r C ars:St, port S.
Span L' 52 15.153 1.1aRen-Be 748 ..,P!• 0
Maximum IJ-'braced Span Lu' 0'2 Dead Land 801111[I_ 476
Pitch Of Roof Npa 11 Trial UNA 01224 4. ,71(ki(V
L1. 510
ive Load Deflect Catena 1 241 Searing Length Reeored iSean crlyi suripart capacity not checked t BL-187
lotal Load Defiect Greene le: Seam Data •k• yr y
Root Loading. Centei Span sengtin L2e 9 0
Root Live Load-Side One .411 221 Center Span Extmecei Lenath-drop of Beath Lu81-Tiit, 00
Roof Dead Load-Ode One. DLI 4 15 2 Center Scar:Embraced ireigt-ecitteT,of Beano Lii2-Bottome 0? IP ifiritd.ft• ,..,
'lobular?IAlidth-Side.One T3Ji17 3 ta Live Load 0.i,X..:0,1 8actsc Cd' 1 15 t dr
R001 Live Load Side IWO ,
.2' Lice Lead D8,AV. Cr traria U 300 AI9-_,A,*
Roof Dead Lcact
-S.de Two: DE24 '15 T Total Load.Deftem Cider a Li '240 71.so*M
Tramtary Width-Side Two 7-73c3.7 0 8 Center Soan Loading
Roof Duration Factor Cid 7 1 1 20107m gag
Beam Self Weight 5 512:3 1'tie LOSilL 25 WIRES;17-31-1 I
Slope/Pitch Adjusted Lengths and 1 wads Coon Load v4.3.gn 35
Adoicled Deem Length. Loin' 5 2 Beam Self 214eignr E0,5'7
Seam Uniform Live Load en 'rata;Load AT 23 67
Beam Uniform Dead Load so: acne e2 9aint Load a .
Total Uniform Load I" t.sre Lead PL I-27 1277
Properties For #2-Douatas-PirtLiVTII Dead Load 001.27 574 .
. ,
Standing Stress Foe 9:8 Location tFtorty let end 01 scan: 51422 4,5
Shea)Stress Ii' 188 01000410'vi 57-'0'..0,4 a.''','4 gag
Modulus of Elasticity E" 18100222 Send in Ste,Ett Ftr, 900 ' v
Ai:gusted Modunis of Etastaide E.Mtar ,5,1882iTir Sneer Stress Fyn 180
Stress Pei peed color to Gram Fc_perp" J1311 1/c rtriLs of Fan:miry Fe 1609000 . . .
Adjusted Properties Ad i_sled M c;Oro t 01 ftja,t.CII E-Mine 550000 :
. ,
,
Fb'(Tension) Ft, 1:-,4,,,. 5:-son isectrer gicatIat tie Gdam Fic Jeeps 625
Adjustment Factors (Cd-1 15 18E71'30 501.00100 PT:ned:es ............mir tl memeemomm
Fv'. FL tT,..ibi0,1 Il 1242
Adiustreent Factors Cd:71.15 gt.:1,$treer t 11actai it Cd71 'a 2:117 I 3C7 Scott Bowman:F.E.
Design R edit i-Inert- 0 r V, 207 30421 NE Hurt Road
Groh oiling Moment m. 421 001.51w,ert a:I.,:,r5 ':.",,,A1 '`., Troutdale.OR 97060
2 5 ft horn tett Sil(4,ort ::,,ittt,;it,tt'ttttrtrt'ortnts
Critical moment created by con
bnng 011 di aid' or
ag toads CmotIrC fikillt,.n1 far 41130 503-766-3213
Contralltno Shear an 9.1, 415 53 titer:16ft t011t030 o`soar::itCentet'I'm,1) angledesign@comcast.net
At,,ri15a,1311ce d hoar supoort Cht on momera created 1.74 combining all dead loads and live loa:is on sweats;2
Ci Ii' shear created by combining vi'thud and tivs loads Coot Mira Sneni Vi 1110
Comparisons With vi 1101154 Sections C.:a gate:ace d Mans sin.sverrort.010001 2(Ceram 7r60, Job Title:
Seaton ModuLits i If .trt.,1,tt 3`,..tt C.;,.t Cir irtt to rtitid Lt,t,tt-r,L., all dead loads and nye toads on spent si'2
S, 4!•'I', CA rpaf Monolan Dormer
Area(Shaat1 ,,,,,-;, :2;.1507110n Moosias:Menem: Stage 40255 14310 SW 133rd Ave.
talvinefll Oi II lortia in ft Otttt'' t.t tt t• 4too,SttOitt; Arettr e 52 Tigard,OR 97224
, 41 Irjr .4.7 32 38
flame,:er rte iCetrectiont Ill..1' 80 cta
14 2.112:84 Date:
May 20,2014
Drawings:
Beam Calculations
Page:
S6
JULIE O'TOOLE
interior design
I503.953.+103
\ --1 \\ GUEST BEDROOM
N II w /� II =- STORE DOORS FOR RELOCATION
= LEGEND
/-REMOVE RECE55ED LIGHT
1 / =_= EXISTING WALLS TO DEMO
-r
__T.,:___ J EXISTING A WALLS TO REMAIN 43J MONOIAN RESIDENCE
< �3 NEW FRAMING DIMENSIONED FACE OF STUD 143 I O SW 133RD AVE
TIGARD OR 97224
I GENERAL NOTES
I L--J L- I. DO NOT SCALE DRAWINGS-SCALE NOTED IS FOR PLOTTING TO I 1,<17
2. CONTRACTORSHALL FIELD VERIFY EXISTING CONDITIONS
existing/demo plans
EXISTING/DEMO PLAN
SCALE: 1/4"=1'-0"
DRAWING SCALE: I/4"= I'-0"
DRAWING DATE: 04.17.14
Al
r7
136415/16"
fiOOLE
/-
JULIE O'
/ 116E 15/16"
interior design
+ v 303.933.4103
9'-10 I2" 2'-4 12"J'O
/ olrz DRAWING NOTES
r STORAGE DOOR REMAINS IN CURRENT LOCATION
�LL//�i�i��ii�iiiii iii/�iiii�i� 2. NEW GUEST BEDROOM DOOR-LEFT NAND SWING
f 3. GUEST BEDROOM CLOSET RELOCATED-PAUSE 05151150 DOORS
"� i ' 4. INSULATED STORAGE AREA FOR BABY PARAPHERNALIA 5UCN AS EXTRA
111
i
/ / O GUEST BEDROOM DIAPERS,WIPES,ETC.-SLANTED CEILING STAYS(NOT PART OF DORMER)
/ / PAIR 2662 BYPASS ' / CARP[T
01, i / °' 5. SEALED DOOR TO NON-INSULATED STORAGE AREA
d \� MONOIAN RESIDENCE
i i
4310 SW I 33RD AVE
'""""""""/, ♦ \ LEGEND TIGARD OR 97224
Y g, __= EXISTING WALLS TO DEMO
i O /O EXISTING WALLS TO REMAIN
i ',rm., NEW FRAMING DIMENSIONED FACE OF STUD
NURSERY DORMER /iiiisiir./l////./11 IA
TGENERAL NOTES
0
I 563 1/2" . DO NOT SCALE DRAWINGS-SCALE NOTED IS FOR PLOTTING TO I I x 17
2. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS dormer nursery addition
0 ,o.N S/A HORIZONTAL SLIOCR 1
1//////A pini///a
DRAWING SCALE: I/4"= I I-0"
NURSERY DORMER PLAN O DRAWING DATE: 04.17.1 a
SCALE: 1/4"=I'-0"
A2
1 \ `
TO EXISTING
3-WAY SWITCH
JULIE O'7-OOLE
1 interior design
J 503.9514103
f___
'\
�
�"', ELECTRICAL LEGEND
- »i i I
- / CENTER IN
ROOM ® RECESSED FIXTURE-MATCH EXISTING
CEILING-MOUNT FIXTURE
\ ' MONOIAN RESIDENCE
\ ~'; ; 04 WALL-MOUNT FIXTURE
143 I 0 SW 133RD AVE
\\ ,,,,/%/,,,,,,,,6 SINGLE POLE swrcH-MATCH EXISTING TIGARD OR 97224
i \ / $ 120V DUPLEX RECEPTACLE-MATCH EXISTING
CENTER IN .p. i
, ,,,,,,,,,,,,„j
ROOM ELECTRICAL NOTES
,
l
PLEASE ADD A CEILING-MOUNT FIXTURE AND APPROPRIATE
'« SWITCHING TO THE EXISTING BABYS ROOM(NORTH
BEDROOM OF THE SECOND FLOOR—NOT ON PLAN)
electrical plan
I///////.I
ELECTRICAL PLANF-0(' O DRAW NG SCALE: I/4"_ I'-O"
SCALY: 114"= P- ' DRAWING DATE: 04.1 7.14
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