Specifications < Z` PWU ENGINEERING INC.
Ph: 503 810-8309, Email: pwuengineering@comcast.net
The following calculations are for Kraiter garage Lateral Engineering Only. Vertical
engineering is outside the scope of work.
Wind Loading: Per ASCE 7.
Fig 6-2
See attached elevations for wind loading breakdown per level.
123mph Ultimate 3-sec gust Exposure B for Category I and II structure,
Which is equal to 95mph ASD per the 2012 IBC and IRC with state amendments
The mean roof height of the house
h= 15' approximately.
C
NANfRS 1111
Direction 11111 End Zones
nRs
Direction
2a '
End Zones
Note:End zone may occur at any corner of the
building.
a=.10*16' = 1.6'
or for h=15'
a=.4(h)=.4(15')=6'
a= 1.6' controls
a must be larger than .04(16')=0.6' and 3'
Therefore:
2a=6' see Fig 6-2 ASCE 7,and Figure above.
Seismic Loading: D1 seismic design category per O.R.S.C.
SDs=.76,R=6.5, W=weight of structure
V= [l.2 SDs/(R x 1.4)] W
V= .100 W
• Roof Dead load= 15 psf
Floor Dead load= 15 psf
Interior Wall Dead load=6 psf
Exterior Wall Dead load= 12 psf
Wind per ASCE 7 � � pWU ENGINEERING INC.
Project Kraiter Garage _
Direction Front to Back
3s Gust Roof Least
Speed Exp. Angle A L(ft) hAVG(ft)
95mph B 0.0 1.0016.0 15.011(111.11#°-
� '
0:12 ,
a= 1.6 ft mA zones 40,4
A 14.4 psf or a= 6.0 11411
ft
B 0.0 psf Check 10psf min and a> 0.6 ft �a � -
C 9.5 psf load across all and a> 3.0 ft 2.."<----
D 0.0 psf zones. E"°Zones
2a 6.0 ft "-"Y"'" "-n"
WR
L(ft) 6.0 4.0 6.0
hA(ft) 8.0 8.0
hB(ft)
he(ft) 8.0
he(ft)
W(pif) 0.0 114.8 76.0 114.8 0.0 0.0 0.0 0.0 0.0 0.0
150.0 -
WR AVG 105.1 plf 100.0
10psf min load: 80.0 plf 50.0
Governing value: 105.1 plfl 0
W2
L(ft)
hA(ft)
hB(ft)
he(ft)
he(ft)
W(plf) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
1.0 -
I W2 AVG #DIV/0!
10psf min load: #DIV/0! 0.5 -
Governing value: #DIV/0! o
W1
L(ft)
hA(ft)
he(ft)
he(ft)
he(ft)
W(pIO) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
1.0 -
Wi AVG #DIV/0!
10psf min load: #DIV/0! 0.5
Governing value: #DIV/0! 0.0 ,
NOlivAala 1NOPA
111:\ \ \
k
um.P hQ�4
v u
Q4014 mirl 1VINDZRKk1
W aiAIVB 4 x L Y
Stl31�1
WOW 401119ddCJ Wti___ `\'
a
NVJ l4flVI1x3
Wind per ASCE 7W- PWU ENGINEERING INC.
Project Kraiter Garage
Direction Side to Side
3s Gust Roof Least
Speed Exp. Angle A W(ft) hAVG(ft)
95mph B 18.4 1.00 16.0 15.0 a�w�
'yr
4:12
a= 1.6 ft 1 Z°
A 19.3 psf or a= 6.0 ft .r
B 0.0 psf Check 10psf min and a> 0.6 ft Mo RS
C 12.9 psf load across all and a> 3.0 ft
D 0.0 psf zones. End Zs
2a 6.0 ft _nem'Y "
WR
L(ft) 6.0 21.0 6.0
hA(ft) 6.0 6.0
hs(ft) 4.0 4.0
he(ft) 6.0
• hp(ft) 4.0
W(plf) 0.0 115.8 77.3 115.8 0.0 0.0 0.0 0.0 0.0 0.0
150.0
WR AVG 91.3 plf 100.0
10psf min load: 100.0 plf 50.0
Governing value: 100.0 plf o.o
W2
L(ft)
hA(ft)
hg(ft)
he(ft)
hp(ft)
W(plf) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
1.0
W2AVG #DIV/0!
10psf min load: #DIV/0! 0.5 -
Governing value: #DIV/0! 0.0
W1
L(ft)
hA(ft)
ha(ft)
he(ft)
hp(ft)
W(plf) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
W #DIV/0! 1.0 `
1 AVG
10psf min load: #DIV/0! 0.5 -
Governing value: #DIV/0! 0.0
NOLWA313 1H5IN
EXNAUBT FAN
.
4r _
N ...1114
CEILMG n
/ 2
ooe
i +ER�
II
i-- J-
1 1
1
REAR ELEVATION
1/4" = 1'-0"
(8)91°X16-9/8'LOUVERED
RNI
C �J
LEFT ELEVATION
1/4" = 1'-0°
Seismic & Governing Values PWU ENGINEERING INC.
Project Kraiter Garage
Seismic Loading per latest edition of O.S.S.C.and O.R.S.C.
Design
V=[1.2 Sps/(R x 1.4)]W Category R Sos
D1 6.5 0.76
Roof Dead Load: 15psf
Floor Dead Load: 15psf
Interior Wall Dead Load:6psf V=1 0.100*W1
Exterior Wall Dead Load: 12psf
Check Seismic Front to Back vs Wind
Seismic Wind
WR = [0.100 * (15+5+3) * 33 ft] = 76.1 plf < 105.1 plf Wind Governs
W2 = [0.100 * (15+5+3+4) * + 76.1 plf= 76.1 plf #DIV/0! #DIV/0! #DIV/0!
W� = [0.100 * (15+5+3+4) * + 76.1 plf= 76.1 plf #DIV/0! #DIV/0! #DIV/0!
Check Seismic Side to Side vs Wind
Seismic Wind
WR = [0.100 * (15+5+3) * 16 ft] = 36.9 plf < 100.0 plf Wind Governs
W2 = [0.100 * (15+5+3+4) * + 36.9 plf= 36.9 plf #DIV/0! #DIV/0! #DIV/0!
W1 = [0.100 * (15+5+3+4) * + 36.9 plf= 36.9 plf #DIV/0! #DIV/0! #DIV/0!
Redundancy factor= 1.0 per ASCE 7 section 12.3.4.2
Line Loads PWU ENGINEERING INC.
Project Kraiter Garage.
Roof Diaphragm-Main Floor Walls
Line A
P = 0.84 k LTOTAL = 15.0 ft v = 0.84 k / 15.0 ft = 56 plf IType A Wall
h = 12.0 ft LWORST = 15.0 ft MOT = 56 plf * 12.0 ft * 15.0 ft = 10.09 kft
MR = (15 psf * 2.0 ft + 12 psf * 12.0 ft) * (15.0ft)2 / 2 * 0.6 = 11.75 kft
+ (0 lb * 0.0 ft) + (0lb * 0.0 ft) = 0.00 kft + 11.75 kft = 11.75 kft
T = (10.09kft - 11.75kft) / 15.0 ft = 0.00 k + 0.00 k = 0.00 k I No hd req'd
Line B
P = 0.84 k LTOTAL = 20.0 ft v = 0.84 k / 20.0 ft =42 plf Type A Wall
h = 12.0 ft LWORST = 20.0 ft MOT = 42 plf * 12.0 ft * 20.0 ft = 10.09 kft
MR = (15 psf * 2.0 ft + 12 psf * 12.0 ft) * (20.0ft)2 / 2 * 0.6 = 20.88 kft
+ (0 lb * 0.0 ft) + (0lb * 0.0 ft) = 0.00 kft + 20.88 kft = 20.88 kft
T = (10.09kft - 20.88kft) / 20.0 ft = 0.00 k + 0.00 k =0.00 k No hd req'd
Line 1
P = 1.65 k I LTOTAL = 6.0 ft I v = 1.65 k / 6.0 ft = 275 plf Type A Wall
See FTAO Calc No hd req'd
Line 2
P = 1.65 k LTOTAL = 6.0 ft v = 1.65 k / 6.0 ft = 275 plf Type A Wall
h = 10.5 ft LWORST = 3.0 ft MOT = 275 plf * 10.5 ft * 3.0 ft = 8.66 kft
MR = (15 psf * 2.0 ft + 12 psf * 10.5 ft) * (3.0ft)2 / 2 * 0.6 = 0.42 kft
+ (0 lb * 0.0 ft) + (500lb * 3.0 ft) = 1.50 kft + 0.42 kft = 1.92 kft
T = (8.66kft - 1.92kft) / 3.0 ft = 2.25 k + 0.00 k = 2.25 k Use type 1 hd
•
Force Transfer Around Opening (FTAO) PWU ENGINEERING INC.
Diekmann Technique @ Line 1
Li = 2.0 ft Lo= 5.0 ft L2= 2.0 ft
V= 1.10 k
vA= -31 pif VD= 244 plf vF= -31 plf hu= 5.0 ft
F1 = 0.61k F2= 0.61k
vs= 275 plf vG P. 275 plf ho= 6.0 ft
F� = 0.61k F2= 0.61 k
hL= 1.Oft
vc= -31 plf vE= 244 plf vH= -31 pif
T
H= 1.47k H = 1.47k
H=1 ( 1.10 k *12.0 ft) /9.0 ft= J 1.47 k1 H:W Ratios
6.Oft: 2.Oft =3.0 : 1
vh= 1.10k/ 4.Oft= 275p1f 6.Oft: 2.Oft =3.0 : 1
v„= 1.47 k/ 6.0 ft= 244 pif Use: Type A Wail
F= 244plf* 5.00 ft= ( 1.22k
F1 = ( 1.22k* 2.0 ft)/ 4.0 ft= 0.61 k
F2= ( 1.22 k* 2.0 ft)/ 4.0 ft= 0.61 k Use: (2) Bays BLKG
T+C Couple after Dead Load is applied for holdown requirements
MR= [( 15psf* 2 ft+ 12psf* 12.0 ft)*
(16.Oft)"2 *0.6/2] + (O.Oft *5001b) = 13.36kft
T= 1.24 kft- ( 13.36 kft / 16.0 ft) =0.40 k +0.00k= 0.40 kl
No hd req'd
�+�►, Version' 3.1 ,......... Designed on September 29,2014
VV Posts/Studs Analysis and Design ww a.or9 -\
ASD Method How to Order Pro
Developed by: Enter Data Print Version
Member# DBL Studs @ 16 Forum Engineers
Location: Kraiter
Sits on Sill Plate? No 1 Yes
"*Dimension Lumber*" ""Dimension Lumber"*
Nominal Size: (2) 2 x 4 Sill Plate Nominal Size: 2 x 6
Species= Douglas Fir-Larch Species or Symbol= Douglas Fir-Larch
Grade= No.2 Grade= No.2
Bearing at<3"of Sill End? No
Height(H) = 12 ft - 0 in • p P= 320 lb = DL+SL
Unbraced Length(If) = 12 ft - 0 in I
.' w= 26.0 plf = Wind
Unbraced Length(12) = 1 ft - 0 in H lu= 12 ft - 0 in
Setup '(pressed-dovrn buttons are selected)
w
Repetitive Use? No Yes
Incised for PT? No Yes ►
Flat Use: No Yes
Moisture Content: <19: '19% for P only,fc(psi)= 30 < 272 = Fc//
Temperature(°F): . <100 100-125 125150 for P+w,fc(psi)= 30 < 275 = Fc//
Set Duration Factors CD= 1.15(P) & 1.60 (P+w) (1.3/2)fb(psi)= 596 < 1737 = Fb
Set Effective-Length Factor K= 1.00 (fc/Pc)2 + fb/[F'b(1 -fc/Fce)] = 0.40 < 1.00 OK
Set Deflection Lima E/H = 120 Mid-H Deflection due to w, A(inch)= 0.50 < H/120 OK
Section Properties
Post/Stud Sill PL
breadth(b)= 3 in 1.5 Adjustment Factors Sill PL
depth(d)= 3.5 in 5.5 Bending Comb// E Comp-t
Area(A)= 10.5 in^2 10.5 Wet Service CM= 1.00 1.00 1.00 1.00
Section Modulus(S)= 6.1 in^3 Temperature Ct= 1.00 1.00 1.00 1.00
Moment of Inertial(I)= 10.7 in^4 Beam Stability CL= 0.97 N/A N/A N/A
Size CF= 1.50 1.15 N/A N/A
Flat Use Cfu= 1.00 N/A N/A N/A
Design Values(psi) SiII PL Incising Ci= 1.00 1.00 1.00 1.00
Fb Fc// E Fc-t Emin Repetitive Member Cr= 1.15 N/A N/A N/A
Reference 900 1350 1600000 625 580000 Column Stability(P) Cp= N/A 0.15 N/A N/A
Adjusted(P) 272 1600000 703 580000 Column Stability(P+w) CP,,,,= N/A 0.11 N/A N/A
Adjusted(P+w) 1737 275 1600000 703 580000 Bearing Area Cb= N/A N/A N/A 1.13
I
Fis
pliii I5
•
co
—11-, iall1Fi" 4p ,=, . .
pi IMOD glir.0 --14 Q
. oI CD IIJ1111
r Ctill thi D 1>
D I lid
CD 1 84
> 1101ing CD
i pi AMILL_
4 hal
iiia D D ' 7 1 . ri 0i
. 0
e
It;
. , 1
3 , .
. . .
3 .
HOLDOVVN SCHEDULE
MARK Boundary Tension of DF Tension of HF Anchor Anchor Anchor Tension
NUMBER HOLDOWN Studs Allowable Lbs Allowable Lbs Mono Pour Two Pour End Corner
1 HDU2-SDS2.5 (2)2x 3075 2215 SSTB16 SSTB20L w=3610 w=3610
2 HDU4-SDS2.5 (2)2x 4565 3285 SB5/8X24 SB5/8X24 w=6675 w=66 5
3 HDU5-SDS2.5 (2)2x 5645 4065 SB5/8X24 SB5/8X24 w-56
7637
5 w=ss75,
4 HDU8-SDS2.5 (3)2x 7870 5665 SSTB28 SSTB34 S=6395, 5=7315,
w=7615 w=8710
8 HDU1 1-SDS2.5 (1)6x 9535 6865 PAB8-36,10"min PAB8-36, 10"min
embed into 32"min embed into 32"min
9 HHDQ14-SDS2.5 (1)6x 14445 10350 width footing.If at width footing. If at
retaining wall lap retaining wall lap
anchor with vert reinf anchor with vert reinf
bar hooked to Ftg. bar hooked to Ftg.
5 MSTC28 (2)2x 3000 2590 N/A N/A
6 MSTC40 (2)2x 4335 3745 N/A N/A
7 MSTC66 (2)2x 5660 5660 N/A N/A
Notes:
1 . Install all holdowns per manufactureer specificaiton per C-2011 Simpson Strong Tie catalog.
2. Match studs on schedule for walls below on all wall to wall holdowns.
3. (2)2x studs nailed together with (2) rows of 16d @ 3" o.c. staggered. Trimmer stud may be used as
part of boundary member.
4. Refer to shearwall schedule and typical shearwall details for wall locations and configurations.
5. Refer to Simpson catalog for minimum embed of anchors into concrete.
. .
SHEAR WA L L SCHEDULE (a-m) ONLY REQ'D ON
INTERIOR SHEARWALLS.
MARK REF NOTES: (a,l) Note: (b) EDGE NAILING FEILD NAILING SILL TO CONCRETE SILL TO WOOD SHEAR TRANSFER CAPACITY CAPACITY
NUMBER,SHEATHING NAIL SIZE SPACING SPACING CONNECTION. Note: (c) CONNECTION. Note(g) CLIPS(h) Lb/Ft(SEISMIC)Lb/Ft(WIND)
A fg"OSB(1)SIDE 8d 6" 12" i"Dia.A.B. @ 30"o/c 16d @ 4"o/c A35 @ 24"o/c 255 357
B "OSB (1)SIDE(f) 8d 4" 12" i"Dia.A.B.@ 18"o/c(m) 16d @ 21"o/c A35 @ 15"o/c 395 553
C 17-6"OSB(1)SIDE(e,f) 8d 3" 12" "Dia.A.B.@ 12"o/c(m) 16d @ 2"o/c A35 @ 12"o/c 505 707
D16"OSB(1)SIDE(e,f) 8d 2" 12" i"Dia.A.B. @ 11"o/c(m) 16d @ 2"o/c A35 @ 9"o/c 670 938
E Q"OSB (2)SIDE(d,e,f) 8d 6" 12" in Dia.A.B.@ 12"o/c(m) 16d @ 2"o/c A35 @ 12"o/c 510 714
F "OSB(2)SIDE(d,e,f) 8d 4"Staggered 12" i"Dia.A.B. @ 8"o/c(m) 16d @ 3"o/c(2) rows staggered A35 @ 6"o/c 790 1106
G Q"OSB(2)SIDE(d,e,f) 8d 3"Staggered 12" i"Dia.A.B.@ 7"o/c(m) 16d @ 2"o/c(2)rows staggered HGA1 OKT @ 8"o/c 1010 1414
H OSB(2)SIDE(d,e,f) 8d 2"Staggered 12" i"Dia.A.B.@ 5i"o/c(m) 16d @1i"o/c(2)rows staggered HGA1 OKT @ 6"o/c 1340 1876
Notes:
a) All wall construction to conform to SDPWS Table 4.3A.
b) Use Common Wire Nails for all wood sheathing and cooler nails for gypboard sheathing.
c) A.B. minimum 7"embed into concrete.3"x3"xx"plate washers req'd at all shear wall A.B. in seismic zone D, E,F.
d) Panel joints shall be offset to fall on different framing members or framing shall be 3x or thicker and nails on each side shall be staggered.
e) 3x or Dbl 2x framing at all panel edges and nails shall be staggered.
f) All edges blocked.
g) Common Wire Nails.
h) Clip to be attached from continuous blocking to top of continuous top plates.
Clips are not required at Gyp Bd walls but blocking is attached per the toenailing schedule.
i) See attached typical shearwall details.
j) Sheathing to be Structrual I Sheathing.
k) Values are for framing of H-F.
m) 3x, Dbl 2x,or 2x Flat at panel edges. Stagger nails.
See note C for plate washers and details for plate washer edge distance.
On sill plates of all walls use a single 2x sill and 2x blocking in between the studs for plywood edge nailing surface.
m In aeAmee
Ne CM..MAP
0 al akell Ter.MO C)
NASA OR WRAPANCRR -
PI b NUR
A 6.14.11,4 M.I maACA
-.'...413`4e,, ' v • v A.wower"Mm
Vic' , .
A
SIMPSON MASA OR MASAP MUDSILL ANCHORS
MASA OR MASAP 03ffoc 412 tY r
MASA%MA P02P45 68 ��
M1&W MASK 01129 823
3535.5474314122 12950 c ..--.....„.1,414068,0.544 was.
MAMAON RADA•I645 625 - InOaw'�YAA6.
MASA OR KIK 0120A 1735
MASAOR 1.45SAP@ff45 1653 Knitter Garage
FOAM MAD,0 ff elf 2470 (9 9154.SJ)North Dakota 5t.
NM89; 0 ,. Tigard,OR
d Up Walk 1010401. 0
L, 'i V 4MAMIaItM 52 To roN
Minat"went
56561E RODSAWALL I 81NI1106025WM1 L� lJ W. _O
ANT
1J2 t? BTld10T{RAL ENSINEER.
OFFSET WSLOITED MME Pl61BYK'NNMENf ` FRU ENGINEERING.INC.
tAR611; 064DLAW F9,
.4 CLMR M 1.1.1 MM.,
RR.25209 WOW 7 072217 MWWI n22. SUITE%�1PORTLMID,OR
A9.OFF 7r::"..1..t wLLA 00 soRn1a nra na.eudw net
616'411/2140M FAT-, AWMAN MIN 2.FROM a1 laappe i'eaaosW.,. .0x610411 net DV tan (903)010-9309
AB.lxctMaawA( A&CANNOTOF RECORR F MAIN FLOOR LATERAL PLAN
IRAN 270 FACE AS SHOWN
2116.11.
2 PLATE WASHER(� •d 4,1,7suN6:N.T.6. SINGLE SIDED WALL PING ENGINEERING INC.
SHEARWALL SCHEDULE 1:,n) Emai:pwuengineeiing@com@comcast.net
µ�{ 557651 ES:ON 10114410111116 KARR ..ro TNOW aKw TRANSFER CAPACITY CAPAAtt
N6NAe�n 51c6n COMM1. ACNE �:0) 134(242(2x.NEW(5) '4)Ps(6) 11x25 35 i �;
(i) 84 6 12 704.5&03&015 16(2®441 /$021.0 255 357
LEGEND 085(1(6IDE19 ed P 12 r Bw.A5.076No5150P}0c 495®1445 395 553 iIWi%810
HOEDOWN SCHEDULE ?DRAB, �.,
urtxrp514MWNe 0.58(1)SIDE le,O Btl 2 17 01711 ImJ 15402015 A95017n Sp 707
BNFNip8 BE9VFM MNK BNI Ted1NOF'Kolas043 Anchor ARK 3n0614elq 08811)SDEM,@- 0 2 12. ).Ma.A&4911.66(m)1600745 4950245 670 , 935 *m;.
NEMO H0000104 aoa ARAM U4 214wb5)2 MOAN Two Paw End pomp 055(2)80(4&8 80 4 12 ?04 A5.6712 We(m)1600245 03505222 510 714
NAIMTE6 1 19302-952.5 (5)26 075 2215 587515 5865120 .~- 093a)a0MAS 55 SWARM PS46M12 D0AA04401m),15d 0 rwo(?)6edppn6A35OW* 760 1136 6aNA9�t5
2 6506590525 616 1566 3285 ::7414.: 056 Ca RIF(IAA 60 2Ompa*d 12 {MA A5.0244(0 led 02 okOhds*VW ll&11MR0 C45 1010 MI JOB#: MC14149
4 086924 555(85065:(445 50 25465105 12 r OF 59.058.49(5)146911*6t57550Aneetad FRAM 06 A5 136 7876
50100155 53506524 3 506-9025 (29 5645 1055 586921 519824 a"
6571ALL(1506SA7 07 4 N0119.952.5 (801 7570 5565 551628 557534 Notes:
5 110011-00525 (1W 9535 5565 .nn. Flag UNI wwlmWudbntloormmtlSDPW578we 134.
B 0(207190525 cow 16511 1°35° 7106 rel waaw4a< b)0500 =Wim NNNtorAIno Marko AdaeBeNr5 60904161011.
WAGiEB EMEMOFft00X m'e 10'..4.0. 4)&1800'22 r wried 10 mole.2 YX'PW500.a rept Nall 06mall In seWecm0015 F REVISED
1105141All4 IMF i...rowel. d)FF85 ORINN be KW to on Afferent WOK membenA111161
5 '01025 (024 3°60 2680 ✓ WA NM 0)WtwDM 2rhmb4adpmleNWW14 RA 461176264. tlg4451aW04r001b1atlraM04(2401111(24
DATED 10/06/4
6 4(51545 (21244335 3745 WA to, 67Wepaomma
7 /DM alb' 5666 5550 WA WA W Comm N1m WA DRAWN TS
to 7245566ROW kom WORM wowing to top N OKRA top owe
Notes: Don 15mw4dNew Adana535511A 516211W A,the ORM*echo*. CHECKED PW
1.memo Soktosss37450322417217352404155656555855555.5511 SImp155354 TR Kat 051040000116NeNTA 1144.
2.trata slat so so0dulebrnl4 below es0I 105ae15151a0 9 S55452w5Sachall 644444. I Lateral Plan
3.(212r96M1dW ANT TM(2)672 01180 0 2 ox.xp5654.Tr91g6A may WAWA 51 VAR are W5wrt405-F.
pptolXw3y mambas M 34 0M 2A or 24500764(2110.Rawer6W
4 Near to 4nwielI4415e515e11 RWRill ROAlar wOloans 650.05n3ba, se now C Wf064FNMA and ORA for pie water Fp agnea. �9
5.ReNA 8nRpma4o6 for400 m now ofWaal*HART W WI Pleas Nd65101010 a epw AK AN246bep n 66561 At one 4 pimod edea NON who. J
•
N emo.6 .ED 4O.C.
cLos AxrrutacHElu.E • SIMPER PLAN
Md.AW. NOTRE00 IF H1 ATEA IWO
ilia
�77NA, ,.1
V7 PLYWOOD MOB MEANING 4E� SOD 8NARIR
81aA1MNOARWALL MR TO -QA6TUDDR GEM
II IMP COR-^^� ® RAEWA Palk* ENO DOTER :IC: '
LEDGER
V Pa1PLW
YIDONT BIACIWB ��7 M✓16tl�6°C.C. " WOMEN PEAPIMI ADM DOWNS 1 IF MEANER CNWfBtlgl
1 OF 811.10 MU.-ADO CONT.
Willi- -Q A CIS AOC.PER PUN 21 BLOCKS DB M OD. ��! BUM EDGE NAS SHEATWNG
6NUiMNA WQ•18/FAQEO �R R - TO&NOI MODERTOBUI:.
(6056ONEWLq ...__N1wEA ROOFJS7 &COOL PLATE / IL Wild RD 0.C.
WALES/ND -__ DA WINIWNiCS?O.C. HANDERS
BpNO. W41B/�BLOICM BY0116e6
CONT.DBL aATW --_ NOTW160MWWJ6T6Q61000M.LEDBFq
PUQ _ al/nmwut M RISSTOP MORO YN6 1/4a EA SSNOR
.. �90.C.ATBEAVIMCTNER
•BNCWAIIPEAPIIN LATERAL LOAD PAM®
F B JOISCAM ate SWAMI
G ST VIRAL PATH 6 O LEDGER DETAIL
MALE N.T.D WALL O TYP.2x RAFTERS C�RAKE
WILE w .LIP
ill®r06.=s--
CJI !t
114®IPO.C.TIP.---
„6/6.1116t_ KraRmrGarage
9254 SW North Dakota St.
MIS o6D EA STUD _-.___.__-_ Tigard,OR
DINT.DBL 2 MDP RATE -=I -_
24 6111610114 O,C.—_.. II
T�FF��P
ROAM F
4 ®� • • • • • • 'fj_1 1.1141 O ENG,INC.
Ij�1.1.11�' 81 N1,tS�T0.a.6FAGl0. MOR(PER LW 1112200MU ENDEAR!
PORTLAND,OR
SCALE NT./, 9iWAAWXI
MN IAND R UNG T018 R.. �lOIF mN:SdD—� PA/HOLD06N PER SCHEDULE
LW (5014 510-8309 PCSMNOSRICE6 'I,'l Y�%SNDSPFA SCI�A.E
m 51h®MSTN 61RAP6' SEESAM M. I�Ilif i
SPARK of i SIL AR RAN
6lsi�ly PT.GAIL AMi.WIIMD4l x1CAS.
(2.1.CRIPPLE MS .q *MILLS WHERE 000WR PER RAN
NAL MOP NNLINONro HEADER ROD ONLY STRAP NWIN6WRMN PIDDLE OF STRAP, (HEADEASIWPORTS PISR/ENGINEERING INC.
AB FAA AB NIR,891OFBAYS ON EOM DOE NM EVERTORS HOLE S(1)-plG STUD
[!iILi .1‘..4 04 NOIREBARB TO OFWKLW/(2)-ASWAN
MTW, MTS SAMSON HOLDO WI PER I ' Emai: en meerin
,'� a. CO22CIXATC0651MP,NO SAUCES ADAM S PLwro.&IEATNRIcSCHEDULE � PROVIDE IP IPoa6�aL P' 9 9QcomL.�SCnet
ENDRE LENGTH Di OMENS TO EDGES ,F, TO�OIa SPLICES CORNEfl61 RRER6[CRNGwAllS
�'PCO W/NOSPJCFSCOM,MOMS
fUT 51(BONWSM QF OPeANG = 1111141,11.7EAD WAIL ill 2%511106 PER SCHEMA/ m•MOd<atB
C0691RAPSTOMRIAP ENTIRE I 21COM FUTa0CI0NGECRNLSbER SR ND. OR91 . (21101Tq r_►
LEN0119F RATBLMIi PERSCHEdAE �, 1,1
tliBA1S NIOAYE 58d1EdAEAl1)PLAN
SPACING _ ��,; .
RIPENBE FLAN
1,
HUMOR BCHEWLEAf�RANSHEAMNC MBE EDGE MEM TO ALL 1 � PT.2xPL Mk WAND 0A%10'AB
RATBL10W6/®70L. 515LLSWNR�OCOURS PFA PLAN 'Si011
DIR.B1 SDE MIN I I { REGARDLESS 1061OFSIMAAWALL1YPE
N 11 NOR®1rac.W m. MINA '!9
ALONBATLN MINE ARE ATO*HOIN.CMORTHAM MESTIW+S II ,.(I MWS CB TOP 7WALL AS MOWN ,H
•
RPOY0E 17EIODN6®ML JOB : MC14149
PAENEOENESCE SECONTNIpUSACPOSS " �' GWMN%6WiEA5FLT6$WNIS ALTERNATE TIE-STRAP
MARE SENESCE MEMOS CONC.ROM - m.N40CWEL6
STRAP SCHEDULE,16'O.C.BAYS STRAP SCHEDULE,24"O.C.BAYS I ROM FOOTING1 pi mai HOEDOWN SCHEDULE
NUMBER SAVOUR CONTRAT BIRG NLOWAB.EiHE9WN NOMBFA&Y6 ANECOMRATMNG ALLOWABLE TENSION REVISED
1BAY 0.69k iBAY 1.34k • ASAAN -BMd.y 6.MAIM! 6'SeaWfR'
MR 1.76k —°' 26616 2.68k 66(2)601060 SRN AARON LM Allow/Ai lm (DATED 9/19/14
SMR 2,67k BBAYS 4.02k TS•1 IST1401 m26 1220 1696
+BAYS 3.56k 6BAYS 5.36k W TBG 016010 m21 1616 2295 'DRAWN TS
HAYS 4.466 MAYS 6.20k TS-3 0116016 (2(1 2665 SSW
GEMS 5.336 6 B B.olk 11 GARAGE WING FRAMING Notes: CHECKED PW
10 STRAPS FOR FAO METHODBUM NU
10'x"666666 " °° °^^'D- / °^�°°%° St R�DeF>uLs
SCALE NEE 2OdY"Y DI NW hobos.110/41161 ROM
S2