Plans CITY OF TIGARD
OFFICE COP" REVIEWED FOR CODE COMPLIANCE
RECEIVED
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Api3rE3ved: 1 Ike 1 '1- , ' 1.
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OTC: i i .
FE/MAIN JUN 12 2019
Permit#: (' ...sup;a1.Th eni ,
CITY OF TIGARD
Address: , -
kv C BUILDING DIVISION
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0 WEST Suite#: 41 la ,
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SCSI F-lb"-V 2 1/rFRAME 7
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FABRICATE&INSTALL ONE(1) Date: -1-.. ..1...:D..r...2_,,,- aluminum frame paint white ALUM FRAME
SINGLE FACE NON ILWMINATED WALL SIGN. By:
-----„, , -;.' SCREW
2 MM ACM SIGN FACE WITH PAINTED WHITE FACE , 0,Ar-----
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Al K S s Ay ,
Acmlic LETTER5 ,, ,iiz...'„, THROUGH FRAME
INTO WALL
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Lt t I eRS AND LOGO: `11 Pi i 11 i ; I _-,-.•
FLAT CUT OUT ACRYLIC APPLIED FLUSH FAMILY MEDIcINE ,„! --/- ..
BRUSHED AWM . .
TO FACE OF HORIZ.BRUSHED FACE
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1/4-THICKNESS PAINTED BLUE ' :'1
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2.3"ALUMINUM FRAME / —1\ attachment method
Flat Cut Out Letters
attach to brick fascia 41 , '
PAINTED WHITE alurnintsm face painted white .,1
FONT: wedge anchors '
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SCREW THROUGH BACK OF FRAME INTO WALL
INTER Uf SEMI BOLD I anchor size-as required"
six anchors(6) -0-
END VIEW
1 i sign weight
i ,i,.total sign weight
0 WEST
FABRICATE&INSTALL ONE(I)SET OF ADDRESS NUMBERS.
SCALE 1'=t'
20-APPROX.
3'-IS"
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STUD MOUNT OFF
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ONE(I)SET OF ADDRESS LETTERS -1
INSTALL OVER ENTRANCE
IiiiirF171 124
,,11.1,77,fi, I/2"THICK SUBSTRATE
SILVER PAINTED FINISH
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STUD MOUNT 1/2"OFF BRICK FASCIA END VIEW
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, COLORS
Alt
I..-1 NATURAL ALUMINUM FINISH
O WHITE
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I ' Ite in 3M 180C-57 Olympic Blue Opaque Vinyl
"verify color with customer
Ret.ons
Cleft 7. Date:4A.19 Approval Estimation aed Fee Name Kassay Family Medidne
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correct fonts 5.3.19 Member Rudnick Electric Signs.lit
\IILI 61r4lrie L4'aby,OR 47'01'S 51'''r'''''d. Project Manager:Steve Rudnick Approval Sales add new logo ken falters 5.15.19 LI..
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SHEET NUMBER 1 of 3
1 of 3
. AN SUL LAWAY
10815 RANCHO BERNARDO RD.,SUITE 260
SAN DIEGO,CA 92198
b M EN :TINEERING PROJECTMANAGER@SULLAWAYENG.COM
PHONE: 1-858-312-5150 FAX: 1-858-777-3534
PROJECT: KASSAY FAMILY MEDICINE, 12511 SW 68TH AVE,TIGARD,OR DATE: 6/11/2019
PROJECT#: 22194 ENGINEER: SA
CLIENT: RUDNIK ELECTRIC SIGNS LLC LAST REVISED:
4'-0" ------t-
(E) BRICK WALL
BY OTHERS —____1
sr—\-- @
1 0
3/16" r
•
- . 11:
la
owationierl
1 \
1 \ 0 0
1 • 0
b b 1'-8"X1 -8"X "ALUM PLATE
W/(4)il"(25 POWERS FASTENERS
'''? 4) WEDGE BOLT+
co MIN EMBED. =4" INTO BRICK
"""lifit"NrOSI7-tr 0
C2D SECTION(TYP.)
*
_ RECEIVED
....,.........._
(2)3X3X346" JUN 14 2019
SQ ALUM TUBE
__._.._
CITY OF TIGARD
BUILDING DIVISION
(1) ELEVATION:MAX OAH FROM GRADE-25'-0"
•
. .
6 / /1, 8,
44PIP'
GENERAL NOTES <10
1. b-ESIGICIODE: IBC 2012,OSSC 2014 / (''
2. DESIGN LOADS:ASCE 7-10 c • 84474PE r*
3. WIND VELOCITY 120 MPH EXPOSURE C
4. ALUMINUM ELEMENTS 6061-T6 OREGON
5. WEDGE BOLTS+PER POWERS FASTENERS SPECIFICATIONS * - c\ -N-•
* 1" N-
6. BRICK MASONRY,fm=1500 PSI.ASTM C62
7. PROVIDE PROTECTION AGAINST DISSIMILAR METALS
8. ALL EXISTING ELEMENTS AND DIMENSIONS TO BE VERIFIED IN FIELD
EXPIRES:6/30/2020
2 of 3
S U L L/\W1\Y 10815 Rancho Bernardo RD.,SD,CA 92127
projectmanager@sullawayeng.com
EEPhone:858-312-5150 Fax:858-777-3534
PROJECT: KASSAY FAMILY MEDICINE DATE: 6/11/2019
PROJ. NO.: 22194 ENGINEER: SA
CLIENT: RUDNIK ELECTRICAL SIGNS LLC
V50 units, pounds,feet unless noted otherwise
Applied Wind Loads; from ASCE 7-10
pnet=2 Kzt pnet30 (ASCE 30.5-1)
2= 1.35 (ASCE Fig. 28.6-1)
Kzt= 1.0 (unless unusual landscape)
V= 120 mph Exposure= c
Area= 24.0 ft`
max. height= 25.0
max pnet30= 24.50 psf Pnet= 33.07
min pnet3o= -31.99 psf Pnet= -43.18
Check 1/2" Dia. Powers Wedge Bolt+ into Brick - Min Embed.=4" (ASD):
Pnet= See Above= 43.18 psf
Tributary Area= ATnb=4'-0"*(6'-0")/2+(6"*2")= 12.083 ft2
Wind Load= WL=0.6*Pnet*ATrib= 313 lbs
Dead Load= DL=10psf*ATrlb= 121 lbs
arm= (4'-0")/2+6"= 30 in
MWL= WL*arm= 9392 lbs-in
arm= (4'-0")/2+6"= 30 in
MDL= DL*arm= 3625 lbs-in
Spacing= = 16 in
Additional tension due WL= TWL=MWL/spacing/2 bolts= 294 lbs
Spacing= = 16 in
Additional tension due DL= TDL=MDL/spacing/2 bolts= 113 lbs
#bolts= = 4 bolts
Tension per bolt= Ta=TWL+TDL= 407 lbs
Shear per bolt= Va=WL/2 bolts+DL/2 bolts= 217 lbs
Tension capacity= (From Powers fasteners Tc= 960 lbs
Shear capacity= Specifications) Vc= 1230 lbs
Combined Check: Ta/Tc+Va/Vc= 0.600 <1 ok
Loads 3x3x3/16" Sq. Aluminum Tube:
Total Moment= MWL/0.6+1.2*MDL= 20.003 k-in
Check 20x20x0.5" Aluminum Plate
arm = 6.575 in b =I 16Iin t=I 0.5Iin
Mplate = T per bolt* n *arm = 8.22 k-in (n=2, T=TWL/0.6+TDL*1.2)
S= bt^2/6= 0.67 in'
(IS Mn = 1.51*Fy*S = 1.5*0.9*15ksi*S = 13.50 k-in OK
3 of 3
•
10815 Rancho Bernardo RD., SD, CA 92127
U L LAWA
projectmanager@sullawayeng.com
M. ENGIN ERING
Phone: 858-312-5150 Fax: 858-777-3534
www.sullawayenq.com
PROJECT: KASSAY FAMILY MEDICINE DATE: 6/11/19
PROJ. NO.: 22194 ENGINEER: SA
CLIENT: RUDNIK ELECTRIC SIGNS LLC
Check 3"x3"x0.188" Sq. Aluminum Tube (ADM 2015-Ch F)
Mu = 2 . 03k-in (See Previous page) d t
Yielding: (Governs) 3 0.188'
(ADM 15, F.2) Mn = Z Fcy = 33.5 k-in welded? YES
Mn = 1.5 St Fty = 42.0 k-in Fcy = Fty = 15 ksi
Z = 2.233 in3
(pMn = 30.1 k-in OK St = 1.866 in3
LB: (p = 0.9
(ADM 15 F.3.1) Bp = 19.9 ksi K = 1 ksi
Dp = 0.11 ksi E = 10100 ksi
Cp = 122.7 k1 c = 0.35
k2c = 2.27
Al = Bp-Fcy/1.6Dp = 28.4 k1f = 0.5
A2 = kl Bp/1.6Dp = 57.4 k2f = 2.04
b/t = 14.0
since b/t< Al: Fc = Fcy = 15.00 m = 0.65
I = 2.799 in4
Bbr = 26.4 ksi ccf = 1.406 in
Dbr = 0.17 ksi ccw = 1.5 in
Cbr = 107
Al = Bbr-1.5 Fcy/mDbr = 36.4
A2 = k1 Bbr/mDbr = 123.1
since b/t< Al: Fc = 1.5 Fcy = 22.50
Mnlb = Fc If/ ccf + Fb Iw/ ccw = 71.85 k-in
(pMnlb = 64.67 k-in OK
1 of 3
.
S ULLAY 10815 RANCHO BERNARDO RD.,SUITE 260
SAN DIEGO,CA 92198
PROJECTMANAGER@SULLAWAYENG.COM
PHONE: 1-858-312-5150 FAX: 1-858-777-3534
PROJECT: KASSAY FAMILY MEDICINE, 12511 SW 68TH AVE,TIGARD,OR DATE: 6/11/2019
PROJECT#: 22194 ENGINEER: SA
CLIENT: RUDNIK ELECTRIC SIGNS LLC LAST REVISED:
" --T
(E) BRICK WALL 611 4 ® 11-4"
BY OTHERS
O O
1
3/16" r
"4'41 a? I'
lc-
44',.,t1 . `./
_,k1c
U 1'-8"X1'-8"XY2"ALUM PLATE
O b W/(4)i"(0 POWERS FASTENERS
o io WEDGE BOLT+
m MIN EMBED. =4" INTO BRICK
(-2-- SECTION(TYP.)
) (2)3X3X346"
SQ ALUM TUBE
DELEVATION:MAX OAH FROM GRADE-25'-0"
. a "'OFFF`s
GENERAL NOTES 't*�' G I N f S/
DESINGCODE: IBC 2012,OSSC 2014 ��� ��
1. 4'/PO4
2. DESIGN LOADS:ASCE 7-10 84474PE r-
3. WIND VELOCITY 120 MPH EXPOSURE C
4. ALUMINUM ELEMENTS 6061-T6 OREGON
5. WEDGE BOLTS+PER POWERS FASTENERS SPECIFICATIONS ✓ p .1`
6. BRICK MASONRY,fm=1500 PSI.ASTM C62 ty GAY 13 24\ ��
7. PROVIDE PROTECTION AGAINST DISSIMILAR METALS 4" F, SVS-°'
8. ALL EXISTING ELEMENTS AND DIMENSIONS TO BE VERIFIED IN FIELD
EXPIRES:6/30/2020
FOR OFFICE USE ONLY-SITE ADDRESS:
This form is recognized by most building departments in the Tri-County area for transmitting information.
Please complete this form when submitting information for plan review responses and revisions.
This form and the information it provides helps the review process and response to your project.
ITCity of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
: Transmittal Letter
TIGARD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov
TO: %C.,-►-a DATE RECEIVED:
DEPT: BUILDING DIVISION RECEIVED
JUN 12`2019
�
FROM: 4ie 'M?O,- -Lr CITY OF TIGARD
COMPANY: gt,e,/,,,„
BUILDING DIVISION
t(" ''& 2 J; VJ
PHONE: K$7J 3) 3cpco By:a /
RE:
bign 4rit, Keie4a-7- ez) 1,3-2
(Site
�A.dddr'eess) / (Permit Number)
.� ( ' - Fel/Y1 a ttom 4/t-rte
(Project nam or subdivision nam and lot number)
ATTACHED ARE THE FOLLOWING ITEMS:
Copies: Description: Copies: Description:
Additional set(s) of plans. Revisions:
Cross section(s) and details. Wall bracing and/or lateral analysis.
Floor/roof framing. Basement and retaining walls.
Beam calculations. 6,2 calculations.
2,,. Other(explain): eteya rte%` t„I�` S,j,v
REMARKS: 1u1 tficp/41" 7� lc�� �'u+���; �' 5�/5 Ax 1b5,
FOR OFFICE USE ONLY
Routed to Permit Technician: Date: 6- Initials: T
Fees Due: ❑ Yes ter"- Fee Description: Am Due:
$
Special
Instructions:
Reprint Permit (per PE): ❑ Yes No ❑ Done
Applicant Notified: GJ Date: /o 7. 7/ Initials:
I:\Building\Forms\TransmittalLetter-Revisions 061316.doc