Report //708 u�i1-A -
14'-6112"Surround SIGN TYPE A �v�,2o•2�r �p�Z�..
Scope of work is for the design of the connection of the wall sign to the existing structure only. of f CE CO" RECEIVED
See last two pages for structural notes.
ASCE 7-16-Components and Cladding
Wind Speed,V= 98 mph t�Risk Category= II Pt OAFS 2 4 2U21
Exposure Category= B
Sign Height= 20.00 ft(max) CITY OF TIGARD
Topo.Factor,Kzt= 1.00
Direct Factor,Kd= 0.85 \S�cc�E� P Ope9 UILD DIVISION
Corner Zone: Yes
Resulting Parameters and Coefficients: �t
Wall External Pressure Coefficients,GCp: �/ 4' P
7252 'E
GCp Zone 4 Pos.= 0.90
GCp Zone 5 Pos.= 0.90
GCp Zone 4 Neg.= -0.99
GCp Zone 5 Neg.= -1.26 IS tr' ' O
a= 7.00zg y ti° QO
Kn= 0.70 �lCS' ; y o a • �QP= 1200 �
qh= 8.8 psf =0.00256`0.7*1*0.85`98^2*(0.6,allowable) 4SEPH MP
Case 1,F(-)= -11.1 psf =(-1.26)*8.8psf —
Case 2,F(+)= 7.9 psf =(0.9)*8.8psf EXPIRES: 12-31-2022
Sign Geometry:
Height= 3.58 ft(total)
Width= 14.54 ft(max)
%solid area= 33%
Area= 17.2 ft' =3.58*14.54'33%
Sign Thickness= 8.00 in(channel letters or cabinet)
Sign Dead Load= 3.00 psf(max)
Appx.Weight= 52 lb =3psf`17.2 FASTENER SCHEDULE:
Vertical offset= 0.00 in(positive#denotes centroid of sign above centroid of connection)
No offset,sign flush to surface.
SURROUND: (6) 1/4"dia.self drilling screws into
upper flute of existing metal cladding
fastener couple= 6.00 in(vertical)
TROJAN Letters:(19) 1/4"dia.self drilling screws
Total#of fasteners= 6 (minimum) from letter to metal cladding 1/2"dia.pipe spacer
100% of fasteners resisting tension due to eccentricities
V,fastener= 9 lb =52/(6 fasteners)
M,case 1= -208 in-lb =-11.1*n.2ro sr(a"/2+^) STORAGE Cabinet: (12)1/4"dia.self drilling
T,case 1 = 38 lb =208/6"/(6 fasteners*100%)+11.1`17.2fe/(6)(Upper fasteners in tension) screws into upper flute of existing metal cladding
M,case 2= -208 in-lb =7.9*17.2*0"-52`(8"/2+")
T,case 2= 0 lb =208/6"/(6 fasteners*100%)-7.9*17.2fP/(6)(Upper fasteners in tension) HEATED Cabinet: (8) 1/4"dia.self drilling screws
into upper flute of existing metal cladding
finish thickness= in(non-structural)
o.d.of pipe spacer= in r 14'-6 1/2" I
add'I tension= 0 lb
T,fastener= 38 lb
V,fastener= 9 lb
Wall Const.: Metal Cladding
Fastener Type: Self Drilling Screws in 24ga material ti
Fastener Size: 0.250 in '
IrROJAN
Tc= 76 lb>38OK50% M
Vc= 116 lb>90K8%
0.58<1.000K
Use 0.25"Self Drilling Screws in 24ga material to Metal Cladding
i
STORAGE
co
HEATED
CV
at
Project Name Trojan Storage Wall Signs Project# 210654
MILLER
CONSULTING Location 11708 SW Warner Avenue, Tigard, OR
ENGINEERS
Client Security Signs
9600 SW Oak St#400 503.246.1250 5/24/2021 1 of 10
Portland,OR 97223 miller-se.com By ____uM Ck'd_ Date___— Page
-rr1l{(NlaYft/XrAtIlH4&llfi{1/yyjy(u{i;jj}),�I11/NNiftlAti4f if/f eif�+�s/!I' iIBHNfs AetFWUJ. i z,eutr 2HIilJJNrfiH✓lNNdFINJfI}ihFii�ANNINi,/1Jit�iN .ubfe4 stA ltivtN f NtNHFNn ffl/i Ft/`Ylts3 c�l'rEU}YIN/JiiHHiSNitlll[M!1%MliffidJitJld/tfi A/cNi£Aii1<�1�a+•
SIGN TYPE A
TROJAN Lettering 14'-6 1/2"
Scope of work is for the design of the connection of the wall sign to the existing structure only.
See last two pages for structural notes.
ASCE 7-16-Components and Cladding
Wind Speed,V= 98 mph
Risk Category= II
Exposure Category= B
Sign Height= 20.00 ft(max) *c '. PRace
Topo.Factor,Kzt= 1.00
Direct.Factor,Kd= 0.85 j G I N
Corner Zone: Yes
Resulting Parameters and Coefficients: ‘4' 7252 •E A
Wall External Pressure Coefficients,GCp:
GCp Zone 4 Pos.= 0.90
GCp Zone 5 Pos.= 0.90
GCp Zone 4 Neg._ -0.99 p' ' '� p
GCp Zone 5 Neg._ -1.26
Za= zoo 4./ i Y 0 �Q�Q�
Kh= 0.70 OSEPH "•
qh= 8.8 psf =0.00256*0.7*1*0.85*98^2*(0.6,allowable)
Case 1,F(-)_ -11.1 psf =(-1.26)*8.8psf EXPIRES: 12-31-2022
Case 2,F(+)= 7.9 psf =(0.9)*8.8psf
Sign Geometry:
Height= 1.83 ft(total)
Width= 10.08 ft(max)
solid area= 50%
Area= 9.2 ft2 =1.83*10.08*50%
Sign Thickness= 5.00 in(channel letters or cabinet)
Sign Dead Load= 3.00 psf(max)
Appx.Weight= 28 lb =3psf*9.2
Vertical offset= 0.00 in(positive#denotes centroid of sign above centroid of connection)
No offset,sign flush to surface.
fastener couple= 19.00 in(vertical)
Total#of fasteners= 18 (minimum)
50% of fasteners resisting tension due to eccentricities
V,fastener= 2 lb =28/(18 fasteners)
M,case 1= -70 in-lb =-11.1*9.2*0"-28*(5'/2+")
T,case 1= 6 lb =70/19"/(18 fasteners*50%)+11.1*9.2ft*/(18)(Upper fasteners in tension)
M,case 2= -70 in-lb =7.9*9.2*0"-28*(5"/2+")
T,case 2= 0 lb =70/19"/(18 fasteners*50%)-7.9*9.2ft'/(18)(Upper fasteners in tension)
finish thickness= 1.50 in(non-structural)
o.d.of pipe spacer= 0.50 in
add.'tension= 12 lb =2"1.5"/(0.5"/2)
T,fastener= 18 lb =6+12
V,fastener= 2 lb
Wall Const.: Metal Cladding
Fastener Type:Self Drilling Screws in 24ga material
Fastener Size: 0.250 in
Tc= 76 lb>18 0K 24%
Vc= 116 lb>2 0K 2%
0.25<1.000K
Use 0.25"Self Drilling Screws in 24ga material to Metal Cladding
with 0.5"dia.o.d.pipe spacer through non-structural finish,1.5"max thickness
Project Name Trojan Storage Wall Signs Project# 210654
MILLER
_ CONSULTING Location 11708 SW Warner Avenue, Tigard, OR
ENGINEERS
Client Security Signs
9600 SW Oak St#400 II 503.246.1250 C l /_
2021 2 0f 10
Portland,OR 97223 miller-se.com By __-__ Ck'd___ Date _____ Page
............ ......,..,.. ..... ..,.,.. ,...... .....,.,..,,.,,,,, ,,.,,,.....,..Ififfdir...,,,.. ,..r.r*.or,»r...rr*,..u+ru uu..rxr, r. urru., ✓..x.,. wau,us.✓:u,t a u rxu.:*u.r.u*.sn✓sarrnr veurxr*,a,:,....
SIGN TYPE A
STORAGE Sign 14'-6 1/2"x3'-7"
Scope of work is for the design of the connection of the wall sign to the existing structure only.
See last two pages for structural notes.
ASCE 7-16-Components and Cladding
Wind Speed,V= 98 mph
Risk Category= II
Exposure Category= B
Sign Height= 20.00 ft(max) \< PROFFs
1.00
Topo.Factor,Kzt= .00
Direct.Factor,Kd= 0.85 G t N F s�O
Corner Zone:Yes
Resulting Parameters and Coefficients: Q
Wall External Pressure Coefficients,GCp: 7252 E
GCp Zone 4 Pos.= 0.90
GCp Zone 5 Pos.= 0.90
GCp Zone 4 Neg.= -0.99
GCp Zone 5 Neg._ -1.26 9 / ,LO
zg= 7.000 �F /y 08 . 4*-
Kh= 0.70 s OSEPH MPS
qh= 8.8 psf =0.00256*0.7"1*0.85*98^2*(0.6,allowable)
Case 1,F(-)= -11.1 psf =(-1.26)*8.8psf EXPIRES:12 31 2022
Case 2,F(+)= 7.9 psf =(0.9)'8.8psf
Sign Geometry:
Height= 3.58 ft(total)
Width= 14.54 ft(max)
%solid area= 100%
Area= 52.1 ft" =3.58*14.54*100%
Sign Thickness= 8.00 in(channel letters or cabinet)
Sign Dead Load= 3.00 psf(max)
Appx.Weight= 156 lb =3psf*52.1
Vertical offset= 0.00 in(positive#denotes centroid of sign above centroid of connection)
No offset,sign flush to surface.
fastener couple= 40.00 in(vertical)
Total#of fasteners= 12 (minimum)
50% of fasteners resisting tension due to eccentricities
V,fastener= 13 lb =156/(12 fasteners)
M,case 1= -624 in-lb =-11.1'52.1*0"-156*(8"/2+")
T,case 1= 51 lb =624/40"/(12 fasteners*50%)+11.1*52.1ft*/(12)(Upper fasteners in tension)
M.case 2= -624 in-lb =7.9"52.1*0"-156*(8"/2+")
T,case 2= 0 lb =624/40'1(12 fasteners*50%)-7.9*52.1ft*/(12)(Upper fasteners in tension)
finish thickness= in(non-structural)
o.d.of pipe spacer= in
add i tension= 0 lb
T,fastener= 51 lb
V,fastener= 13 lb
Wall Const.: Metal Cladding
Fastener Type:Self Drilling Screws in 24ga material
Fastener Size: 0.250 in
Tc= 76 lb>51 OK 67%
Vc= 116 lb>13OK11%
0.78<1.00 0K
Use 0.25"Self Drilling Screws in 24ga material to Metal Cladding
Project Name Trojan Storage Wall Signs Project# 210654
at MILLER
CONSULTING Location 11708 SW Warner Avenue, Tigard, OR
ENGINEERS
Client Security Signs
9600 SW Oak St#400 El 503,246.1250 3 of 10
Portland,OR 97223 miller-se.com By CJ M Ck'd Date 5/24/2021 Page
SIGN TYPE A
HEATED Sign 14'-6 1/2"x2'-1 7/8"
Scope of work is for the design of the connection of the wall sign to the existing structure only.
See last two pages for structural notes.
ASCE 7-16-Components and Cladding
Wind Speed,V= 98 mph
Risk Category= II
Exposure Category= B
Sign Height= 20.00 ft(max)
Topo.Factor,Kzt= 1.00 �t�ED PROPe
Direct.Factor,Kd= 0.85
Corner Zone:Yes G t N F F �O
Resulting Parameters and Coefficients: .p
Wall External Pressure Coefficients,GCp: 441 7252 !E
GCp Zone 4 Pos.= 0.90
GCp Zone 5 Pos.= 0.90
o�
GCp Zone 4 Neg._ -0.99 "Atr•�• �
GCp Zone 5 Neg.= -1.26 / ry0
zg= 1200 9�FS
i y 0 8 •
Kh= 0.70 OSEPH
qh= 8.8 psf =0.00256*0.7*1*0.85*98^2*(0.6,allowable)
Case 1,F(-)= -11.1 psf =(-1.26)*8.8psf
Case 2,F(+)= 7.9 psf =(0.9)*8.8psf EXPIRES: 12-31-2022
Sign Geometry:
Height= 2.16 ft(total)
Width= 14.54 ft(max)
%solid area= 100%
Area= 31.4 ft2 =2.16*14.54*100%
Sign Thickness= 8.00 in(channel letters or cabinet)
Sign Dead Load= 3.00 psf(max)
Appx.Weight= 94 lb =3psf*31.4
Vertical offset= 0.00 in(positive#denotes centroid of sign above centroid of connection)
No offset,sign flush to surface.
fastener couple= 22.88 in(vertical)
Total#of fasteners= 8 (minimum)
50% of fasteners resisting tension due to eccentricities
V,fastener= 12 lb =94/(8 fasteners)
M,case 1= -376 in-lb =-11.1*31.4*0"-94*(8'/2+")
T,case 1= 48 lb =376/22.8751(8 fasteners`50%)+11.1*31.4ftf/(8)(Upper fasteners in tension)
M,case 2= -376 in-lb =7.9*31.4*0"-94*(8"/2+")
T,case 2= 0 lb =376/22.875"/(8 fasteners*50%)-7.9*31.4ft6/(8)(Upper fasteners in tension)
finish thickness= in(non-structural)
o.d.of pipe spacer= in
add'I tension= 0 lb
T,fastener= 48 lb
V,fastener= 12 lb
Wall Const.: Metal Cladding
Fastener Type:Self Drilling Screws in 24ga material
Fastener Size: 0.250 in
Tc= 76 lb>48 OK 63%
Vc= 116 lb>12OK10%
0.74<1.00 OK
Use 0.25•'Self Drilling Screws in 24ga material to Metal Cladding
' Project Name Trojan Storage Wall Signs Project# 210654
MILLER
MkCONSULTING Location 11708 SW Warner Avenue, Tigard, OR
ENGINEERS
Client Security Signs
9600 SW Oak St#400 503.246.1250 CJM 5/24/2021 4 of 10
Portland,OR 97223 miller-se.com By Ck'd_ Date _ Page
20'Surround SIGN TYPE B & C
Scope of work is for the design of the connection of the wall sign to the existing structure only.
See last two pages for structural notes.
ASCE 7-16-Components and Cladding
Wind Speed,V= 98 mph
Risk Category= II
Exposure Category= B
Sign Height= 20.00 ft(max)
Topo.Factor,Kzt= 1.00
Direct.Factor,Kd= 0.85 C PROFjcs
Corner Zone:Yes G t N F�U n/O
Resulting Parameters and Coefficients:
Wall External Pressure Coefficients,GCp:
GCp Zone 4 Pos.= 0.90 - 7252 'E
GCp Zone 5 Pos.= 0.90
GCp Zone 4 Neg.= -0.99
GCp Zone 5 Neg._, -1.26
a= 7.00 113 Vit. Ozg= 1200 �� Q
/ 0 8
qh= 8.8 psf =0.00256'0.7'1'0.85'98^2'(0.6,allowable) ' ' Y 1( -
Case 1,F(-)= -11.1 psf =(-1.26)'8.8psf OSEPH �P
Case 2,F(+)= 7.9 psf =(0.9)`8.8psf
Sign Geometry: EXPIRES: 12-31-2022
Height= 4.94 ft(total)
Width= 20.00 ft(max)
%solid area= 33%
Area= 32.6 ft2 =4.94`20`33%
Sign Thickness= 8.00 in(channel letters or cabinet)
Sign Dead Load= 3.00 psf(max)
Appx.Weight= 98 lb =3psf'32.6
Vertical offset= 0.00 in(positive#denotes centroid of sign above centroid of connection)
No offset,sign flush to surface. FASTENER SCHEDULE:
SURROUND:(11) 1/4"dia.self drilling screws into
fastener couple= 6.00 in(vertical) upper flute of existing metal cladding
Total#of fasteners= 11 (minimum)
100% of fasteners resisting tension due to eccentricities TROJAN Letters:(19) 1/4"dia.self drilling screws
V,fastener= 9 lb =98/(11 fasteners) from letter to metal cladding 1/2"dia. pipe spacer
M,case 1= -392 in-lb =-11.1'32.6'0"-98'(8"/2+")
T,case 1= 39 lb =392/6"/(11 fasteners`100%)+11.1'32.6ft'/(11)(Upper fasteners in tension) STORAGE Cabinet:(20) 1/4"dia. self drilling
M,case 2= -392 in-lb =7.9'32.6`0 98`(8"/2+') screws into upper flute of existing metal cladding
T,case 2= 0 lb =392/6"/(11 fasteners`100%)-7.9'32.6ft2/(11)(Upper fasteners in tension)
finish thickness= n(non-structural) HEATED Cabinet: (12) 1/4"dia.self drilling screws
o.d.of pipe spacer= in into upper flute of existing metal cladding
add'I tension= 0 lb
20'-0" >I
T,fastener= 39 lb T
V,fastener= 9 lb
Wall Const.: Metal Cladding
Fastener Type: Self Drilling Screws in 24ga material
Fastener Size: 0.250 in
Tc= 76 lb>39OK51%
Vc= 116 lb>9OK8%
0.59<1.000K '
TROJAN
Use 0.25"Self Drilling Screws in 24ga material to Metal Cladding
STORAGE
'
v_
HEATED
Project Name Trojan Storage Wall Signs Project# 210654
.111MILLER
CONSULTING Location 11708 SW Warner Avenue, Tigard, OR
ENGINEERS
Client Security Signs
9600 SW Oak St#400 503.246.1250 CJM 5/24/20215 of 10
Portland,OR 97223 miller-se.com By ___ Ck'd Date Page
SIGN TYPE B & C
TROJAN Lettering 20'
Scope of work is for the design of the connection of the wall sign to the existing structure only.
See last two pages for structural notes.
ASCE 7-16-Components and Cladding
Wind Speed,V= 98 mph
Risk Category= II
Exposure Category= B
Sign Height= 20.00 ft(max) <csa PRace
Topo.Factor,Kzt= 1.00
Direct.Factor,Kd= 0.85 G t N F /O�
Corner Zone:Yes
Resulting Parameters and Coefficients: ell7252 ■E
Wall External Pressure Coefficients,GCp:
GCp Zone 4 Pos.= 0.90
GCp Zone 5 Pos.= 0.90
GCp Zone 4 Neg.= -0.99 '7 '
GCp Zone 5 Neg._ -1.26
= 1200 4'l<V v a
zg
Kh= 0.70 4SEPH �P
qh= 8.8 psf =0.00256`0.7`1`0.85`98^2`(0.6,allowable)
Case 1,F(-)= -11.1 psf =(-1.26)"8.8psf EXPIRES: 12-31-2022
Case 2,F(+)= 7.9 psf =(0.9)*8.8psf
Sign Geometry:
Height= 2.50 ft(total)
Width= 14.00 ft(max)
%solid area= 50%
Area= 17.5 ft2 =2.514"50%
Sign Thickness= 8.00 in(channel letters or cabinet)
Sign Dead Load= 3.00 psf(max)
Appx.Weight= 53 lb =3psf`17.5
Vertical offset= 0.00 in(positive#denotes centroid of sign above centroid of connection)
No offset,sign flush to surface.
fastener couple= 27.00 in(vertical)
Total#of fasteners= 18 (minimum)
50% of fasteners resisting tension due to eccentricities
V,fastener= 3 lb =53/(18 fasteners)
M,case 1= -212 in-lb =-11.1`17.5`0"-53`(8"/2+")
T,case 1= 12 lb =212/27"/(18 fasteners"50%)+11.117.5ft*/(18)(Upper fasteners in tension)
M,case 2= -212 in-lb =7.9"17.5`0"-53"(8"/2+")
T,case 2= 0 lb =212/27"/(18 fasteners"50%)-7.9"17.5W/(18)(Upper fasteners in tension)
finish thickness= 1.50 in(non-structural)
o.d.of pipe spacer= 0.50 in
add'I tension= 18 lb =3`1.5"/(0.5"/2)
T,fastener= 30 lb =12+18
V,fastener= 3 lb
Wall Const.: Metal Cladding
Fastener Type:Self Drilling Screws in 24ga material
Fastener Size: 0.250 in
Tc= 76 lb>30 0K 39%
Vc= 116 lb>3OK3%
0.42<1.000K
Use 0.25"Self Drilling Screws in 24ga material to Metal Cladding I
with 0.5"dia.o.d.pipe spacer through non-structural finish,1.5"max thickness
Project Name Trojan Storage Wall Signs Project# 210654
04 MILLER
CONSULTING Location 11708 SW Warner Avenue, Tigard, OR
MaENGINEERS
Client Security Signs
9600 SW Oak St#400 503.246.1250 CJM 5/2 4/2021 6 of 10
Portland,OR 97223 miller-se.com By Ck'd ___ _ Date _.________ — __ Page
STORAGESign 20'x4'-11 1/4" SIGN TYPE B & C
Scope of work is for the design of the connection of the wall sign to the existing structure only.
See last two pages for structural notes.
ASCE 7-16-Components and Cladding
Wind Speed,V= 98 mph
Risk Category= II
Exposure Category= B
Sign Height= 20.00 ft(max)
Topo.Factor,Kzt= 1.00
Direct.Factor,Kd= 0.85 Ic,Ep PROP Corner Zone:Yes �nf
Resulting Parameters and Coefficients: j G t N
Wall External Pressure Coefficients,GCp: (
GCp Zone 4 Pos.= 0.90 7252 'E 11 A
GCp Zone 5 Pos.= 0.90
GCp Zone 4 Neg.= -0.99
GCp Zone 5 Neg.= -1.26
a= 7.00 N" O
zg= 1200Kh= 0.70 q
qh= 8.8 psf =0.00256*0.7*1*0.85*98^2*(0.6,allowable) �cc
Case 1,F(-)= -11.1 psf =(-1.26)*8.8psf OSEPN MPS
Case 2,F(+)= 7.9 psf =(0.9)*8.8psf
Sign Geometry: EXPIRES: 12-31-2022
Height= 4.94 ft(total)
Width= 20.00 ft(max)
%solid area= 100%
Area= 98.8 ft2 =4.94*20"100%
Sign Thickness= 8.00 in(channel letters or cabinet)
Sign Dead Load= 3.00 psf(max)
Appx.Weight= 296 lb =3psf`98.8
Vertical offset= 0.00 in(positive#denotes centroid of sign above centroid of connection)
No offset,sign flush to surface.
fastener couple= 56.25 in(vertical)
Total#of fasteners= 20 (minimum)
50% of fasteners resisting tension due to eccentricities
V,fastener= 15 lb =296/(20 fasteners)
M,case 1= -1184 in-lb =-11.1*98.8*0"-296*(8"/2+")
T,case 1= 57 lb =1184/56.25"/(20 fasteners`50%)+11.1*98.8ft'/(20)(Upper fasteners in tension)
M,case 2= -1184 in-lb =7.9*98.8*0"-296*(8"/2+")
T,case 2= 0 lb =1184/56.25"/(20 fasteners*50%)-7.9*98.8ftC(20)(Upper fasteners in tension)
finish thickness= in(non-structural)
o.d.of pipe spacer= in
add'I tension= 0 lb
T,fastener= 57 lb
V,fastener= 15 lb
Wall Const.: Metal Cladding
Fastener Type:Self Drilling Screws in 24ga material
Fastener Size: 0.250 in
Tc= 76 lb>57 0K 75%
Vc= 116 lb>15 OK 13°%
0.88<1.00 OK
Use 0.25"Self Drilling Screws in 24ga material to Metal Cladding
Project Name Trojan Storage Wall Signs Project# 210654
. as MILLER
CONSULTING Location 11708 SW Warner Avenue, Tigard, OR
ENGINEERS
Client Security Signs
9600 SW Oak St#40011 503.246.1250
7 of 10
Portland,OR 97223 miller-se.com ByCJM Ck'd Date _ 5/24/2021
___-- --- --- Page - ---
'Jt/inuFe iJgnat/J RNJJNi/NAaRN NUxNJNJBJ JUaJiRNRN1JFiUUFNUifJNiUrfRURUeitNixtfJNt itxlNlN9IJNJRHWHilUiAf/NJtfl3tllJtdiAfNUIJisHlsiN.ii/ arufN/au;a/1 li NJNSHffJfUiiki#UYAdlhr N/iUf f-9JiflsetiNiid/fi:iFf lJfnNrJYJuurlNaNJdFf/3liAJN.iftNMF ltuxNaexM f..a.,..•
HEATED Sign 20'x2'-11 1/2" SIGN TYPE B & C
Scope of work is for the design of the connection of the wall sign to the existing structure only.
See last two pages for structural notes.
ASCE 7-16-Components and Cladding
Wind Speed,V= 98 mph
Risk Category= II
Exposure Category= B
Sign Height= 20.00 ft(max)
Topo.Factor,Kzt= 1.00
Direct.Factor,Kd= 0.85 t�ED PRO,cc.
Corner Zone: Yes
Resulting Parameters and Coefficients: G 1 N F �O
Wall External Pressure Coefficients,GCp:
GCp Zone 4 Pos.= 0.90 7252 ,'E
GCp Zone 5 Pos.= 0.90
GCp Zone 4 Neg.= -0.99
GCp Zone 5 Neg.= -1.26 , rn tt R..
a= 7.00 p h
9=
�
Kh= 0.70 91F V Q 8 ' O%Q
qh= 8.8 psf =0.00256"0.7*1*0.85*98^2*(0.6,allowable) S OSEPH MPS
Case 1,F(-)= -11.1 psf =(-1.26)`8.8psf
Case 2,F(+)= 7.9 psf =(0.9)*8.8psf
Sign Geometry: EXPIRES: 12-31-2022
Height= 2.96 ft(total)
Width= 20.00 ft(max)
solid area= 100%
Area= 59.2 ft2 =2.96*20*100
Sign Thickness= 8.00 in(channel letters or cabinet)
Sign Dead Load= 3.00 psf(max)
Appx.Weight= 178 lb =3psf*59.2
Vertical offset= 0.00 in(positive#denotes centroid of sign above centroid of connection)
No offset,sign Flush to surface.
fastener couple= 32.50 in(vertical)
Total#of fasteners= 12 (minimum)
50% of fasteners resisting tension due to eccentricities
V,fastener= 15 lb =178/(12 fasteners)
M,case 1= -712 in-lb =-11.1*59.2*0"-178*(8"/2+")
• T,case 1= 58 lb =712/32.5"/(12 fasteners*50%)+11.1`59.2ft'/(12)(Upper fasteners in tension)
M,case 2= -712 in-lb =7.9*59.2`0"-178*(8"/2+")
T,case 2= 0 lb =712/32.5"/(12 fasteners*50%)-7.9*59.2ft2/(12)(Upper fasteners in tension)
finish thickness= in(non-structural)
o.d.of pipe spacer= in
add'I tension= 0 lb
T,fastener= 58 lb
V,fastener= 15 lb
Wall Const.: Metal Cladding
Fastener Type:Self Drilling Screws in 24ga material
Fastener Size: 0.250 in
Tc= 76 lb>58 0K 76%
Vc= 116 lb>15OK13%
0.89<1.000K
Use 0.25"Self Drilling Screws in 24ga material to Metal Cladding
' Project Name Trojan Storage Wall Signs 210654
Project#
4 MILLER
•
CONSULTING Location 11708 SW Warner Avenue, Tigard, OR
{ ENGINEERS
Client Security Signs
9600 SW Oak St#400!, 503.246.1250 8 of 10
Portland,OR 97223 miller-se.com ByOM - Ck'd Date -_-5/24/2021
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GENERAL
THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK NECESSARY
FOR COMPLETION OF THE PROJECT AS INDICATED BY THE CONTRACT DOCUMENTS. SHOULD ANY QUESTION ARISE
REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE CONTRACTOR SHALL REQUEST
• INTERPRETATION AND CLARIFICATION FROM THE ENGINEER BEFORE BEGINNING THE PROJECT. THE ABSENCE OF
SUCH REQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND FAMILIARIZED HIMSELF WITH ALL
ASPECTS OF THE PROJECT AND HAS COMPLETE COMPREHENSION THEREOF. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS DURING CONSTRUCTION.
THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE
SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR CONSTRUCTION LOADS. ONLY
THE CONTRACTOR SHALL PROVIDE ALL METHODS, DIRECTION AND RELATED EQUIPMENT NECESSARY TO PROTECT
THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR
SHALL, AT HIS OWN EXPENSE, ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW
TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT SAME IN THE FIELD. ANY MATERIAL NOT AS
SPECIFIED OR IMPROPER MATERIAL INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH
SPECIFIED MATERIAL IN A WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE.
THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE PROJECT
SPECIFIED HEREIN. MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE PLANS AND
SPECIFICATIONS OR THE DESIGN, ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE USED ON ANY PROJECT
OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. OBSERVATION VISITS TO THE
JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL ENGINEER'S RESPONSIBILITY UNLESS
THE CONTRACT DOCUMENTS SPECIFY OTHERWISE.
NON STRUCTURAL PORTIONS OF PROJECT, INCLUDING BUT NOT LIMITED TO PLUMBING, FIRE PROTECTION, LAND
USE, SITE PLANNING, EROSION CONTROL, ELECTRICAL, MECHANICAL, FLASHING AND WATER-PROOFING ARE
BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. EXISTING STRUCTURAL ELEMENTS ARE
DESIGNED BY OTHERS.
CONTRACTOR TO VERIFY ALL CONDITIONS PRIOR TO FABRICATION OR INSTALLATION. ENGINEER OF RECORD FOR
THE PROJECT IS TO BE NOTIFIED IF CONDITIONS DIFFER FROM WHAT IS SHOWN ON THE DRAWINGS.
BUILDING CODE
ALL PHASES OF THE WORK SHALL CONFORM TO THE 2019 OREGON STRUCTURAL SPECIALTY CODE, BASED ON THE
2018 INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED OTHERWISE.
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EXPIRES: 12-31-2022
Project Name Trojan Storage Wall Signs Project# 210654
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MILLER
• ISCONSULTING Location 11708 SW Warner Avenue, Tigard, OR
ENGINEERS
Client Security Signs
9600 SW Oak St#400 503.246.1250 CJM 5 24 2021 9 of 10
Portland,OR 97223 miller-se.com By Ck'd Date Page
DESIGN LOADS
THE FOLLOWING ARE THE DESIGN REQUIREMENTS:
STRUCTURAL DESIGN CRITERIA
RISK CATEGORY II
WIND DESIGN DATA
BASIC WIND SPEED (3 SEC GUST) 98 MPH
EXPOSURE B
ALUMINUM
ALL STRUCTURAL ALUMINUM SHAPES AND PLATES TO BE 6061-T6. ALL WELDS TO USE 4043 ALUMINUM FILLER
ALLOY. A PROTECTIVE BARRIER SHALL BE PROVIDED BETWEEN ALL STEEL AND ALUMINUM TO PREVENT
CORROSION. ALL WELDING TO CONFORM TO AMERICAN WELDING SOCIETY (AWS) D1.2.WELD LENGTHS SHOWN ARE
EFFECTIVE AS SPECIFIED PER THE ALUMINUM DESIGN MANUAL. WELDING SHALL BE BY AWS CERTIFIED WELDERS
FOR WELD TYPES SPECIFIED. WHERE WELD LENGTHS ARE NOT SHOWN, THE WELD SHALL BE FULL LENGTH OF
MEMBERS BEING JOINED. ALL BUTT WELDS SHALL BE FULL PENETRATION WELDS UNLESS NOTED OTHERWISE ON
STRUCTURAL DRAWINGS. ALL WELDS TO RECEIVE THE SAME FINISH COAT AS THE MEMBER BEING WELDED. ALL
FASTENERS IN CONTACT WITH ALUMINUM TO BE HOT DIPPED GALVANIZED WITH MATCHING NUTS OR HAVE A
PROTECTIVE BARRIER TO PREVENT CORROSION. NUTS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION.
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EXPIRES: 12-31-2022
Project Name Trojan Storage Wall Signs Project# 210654 _
MILLER
CONSULTING Location 11708 SW Warner Avenue, Tigard, OR
ENGINEERS
Client Security Signs
9600 SW Oak St#400 503.246.1250 CJM5/24/2021 10 of 10
Portland,OR 97223 miller-se.com By Ck'd Date Page