Plans RECEIVED
Hertz FEB 2 0 2014
13727 SW Pacific Hwy CITY OFTIGARD
Tigard, OR 97223 BUILDING DIVISION
RBA Job No. 14 4550
SIGN CALCULATIONS
Sign Type:
EXBS-18-IN CITY OF TIGARD
REVIEWED FOR CODE COMPLIANCE
Designed in accordance ;•, y/
2014 Oregon State Structur;'� l+de
ASCE7-10 Permit#: i 20(• X03
Risk Category II
Ultimate Wind Velocity: 12 *PPf' 72-Mi iaia_ 1 is
Su c , p_
40 PROFFss By: , Date: "
GIN ; 04,
A �a83498*E * � Approved plans
=�'�+ - `% shall be on job site.
• ORE, Pit' s
9l
OARO`(P --/11/1 OFFICE COPY
[EXPIRATION DATE: tXORES
'JUN 3 0 1014
FABRICATOR
Architectural Graphics, Inc.
2655 International Parkway
Virginia Beach, Virginia 23452
DESIGN ENGINEER
Ross Bryan Associates, Inc.
227 French Landing Drive, Suite 500
Nashville, Tennessee 37228
Phone: 615-329-1300 / Fax: 615-327-4446
SUBJECT....171: 12-1 Z ROSS BRYAN ASSOCIATES SHEET NO OF
71 ENGINEERS JOB NO...... ......
FOR BY.... .�? MCP DATE
NASHVILLE TENNESSEE
CODC : 201[J OQ£67 i 5Thi Snu'cnveA(- Cd DC • ( /201216c.) f4S 7-'0)
f e z m i cowl r 3 l04o 026.-twnJ W i j tr SP -t) Amp:
(L(ss CA - n '1 Ir
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Project Hetz-Tigard, OR ROSS BRYAN ASSOCIATES, INC. Sheet No. 'Z of
Model EXBS-18-IN CONSULTING ENGINEERS Job No.
By EOS NASHVILLE,TN Date 2/12/2014
. CODES:
Wind Loads per provisions of ASCE 7-10, Chapter 29
SIGN DIMENSIONS:
Length, B = 9 ft. Height, s = 3.67 ft. OAH Above Grade = 16 ft.
Depth = 0.67 ft. Asign= 33 ft2
WIND LOADS:
Natural Frequency= 1 RIGID STRUCTURE
Exposure Category= c Structure Category= II
qh= 0.00256 * k,* k„* kd* V2 Velocity Pressure,ASCE 7-10, Section 29.3.2
k,= 0.86 Velocity Pressure Exposure Coefficient,ASCE 7-10,Table 29.3-1
k,t= 1.0 Topographic Factor, ASCE 7-10, Section 26.8.2
kd= 0.85 Wind Directionality Factor, ASCE 7-10,Table 26.6-1
V= 120 Basic Wind Speed, mph,ASCE 7-10, Figure 26.5- 1 - A
qh= 26.96 lb/ft2
F/A= qh * G * Cf Design Wind Loads,ASCE 7-10, Section 29.4.1
G = 0.85 Gust Effect Factor,ASCE 7-10, Section 26.9
B/s= 2.45 Length of Sign/Depth of Sign
s/h = 0.23 Depth of Sign/Overall Height
Cf= 1.80 Force Coefficient, ASCE 7-10, Figure29.4-1
CASE A: resultant acts normal to sign face through the geometric center
F/A= 41.25 lb/ft2 CASE B: resultant acts normal to sign face at a distance from the geometric center
toward the windward edge equal to 0.2*Sign Length
LRFD Loading:
Use wind pressure= 41.25 lb/ft2 for 1.0*W from ASCE 7-10, Section 2.3.2
ASD Loading:
Use wind pressure= 24.75 lb/ft2 for 0.6*W from ASCE 7-10,Section 2.4.1
SUBJECT ROSS BRYAN ENGINEERS JOB ASSOCIATES SHEET
NO NO ,,,.1 OF
FOR BY DATE 2 Z'
NASHVILLE TENNESSEE
MD L, Ai) riva ci40001.7z,(Tv(' s aotrom) = 3,0j z V.75 = 116 ti2p I(
c'W /okt, 5is 'o mni
(6,6x,3 - we w)9-: 6,3K miiv 65.5. 2 1` 5, = /y, F
6,4 6,3k5i
n'1/ IrnUm kiataiml Q tat iVLA'iL
W 45.020‘ Jr 2' )e 1.15' r11 = jig
012- ft. •M4T
per Aoesit x qt 3.t-7r= i1 /YMg. CoAbyttpafS - 37
TeJ'S'D'I CoMW-5S/oA1 Dar Tv AVdiVirte rreco /c p-f:
(7,02). 17. 161 ) /Cwvlt 4k) : 7:514
#r- n/2 ry 3)0-3W fOt ai
,40 =(/. 75_,115) '2: 2,z5
CiuET - Uof3 uER it 13071X
ittie-4)cfjp = ' - ".7G ,lzi' 3.$ = ,7,6k - 7X. ? I//I-�3
(#37) ck-
L.aA1 NV eY/T 1107 / ) r 13Ga(ril = W'I.o7,3 /2/
Rr v,r au,- • `'S z rev r = / = 3u ate.
(, G 11/1-011) Per : 7744,01--- Z3�'y (�Q9� � ? C21-11 01
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f1 )31-1 Wl ooc g1-va &1G-: i .y1�k _ L I L( u if It 3 = 3GYp� dry
(0a/;)
(1)1144'1717' ,r1' : May- /Z1 ti / &414 F-4 : ,23 " < % 1(.024
5t# c fi,4,• 3v
SUBJECT ROSS SHEET NO `i OF
FOR BY ENGINEERS BRYAN ASSOCIATES DATE 0
�Z 12 '(�
NASHVILLE TENNESSEE
TOZI•MIT. M ()von Lt 6- iZDvv4ec-
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Hertz Aerial
01 et ! , 4 -, �rice.
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az 3'-8"x 9'-0"Wall Sign .a'
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Page 3 of 15
i .
Hertz. Wall Signs
Approved by
Not Approved by ):a,
02 3'-8"x 9'-0"Wall Sign on North Elevation
Notes
Proposed Dimensions to be verified. Existing -Letters 23.53 SF,Transom 15 SF
36-0"
___%%____ °Vi..,_._ 9'-0" ---11°.
E9 Hertz ®.
i- gram eitz al gr
In iiimillil N .. W
11 i U ..�.
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Page 5 of 15
-
Hertz., Channel Letters
Approved by: Dale
Not Approved by _ Dat.
04 18" Channel Letters on South Elevation
Notes
Proposed Dimensions to be verified. Existing -Letters 13.13SF
. ti !
. rM1
,._ +/ 220'-0" ~-- -_
-_ - - _ rt�v�oQ-� -, .. - / TANNING
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Page 6 of 15
Hertz. Wall Sign Specifications
02 3'-8"x 9'-0"Wall Sign on North Elevation
9'-0"
°D Hertz :181/2"
33.0 sq.ft.
Scale: 1/4"=1'-0"
18.5" Wall Sign
Sign Description:
- single-sided sign
- mounted to building fascia or wall area
Typical Usage:
- brand identification
- external use
Page 8 of 15
•
•
Hertz. Channel Letter Specifications
04 18"Channel Letters on South Elevation
6'-5"
r
18"
18" Channel Letterset 9.63 sq.ft.
Scale: 3/4" = 1'-0"
Sign Description:
- single faced channel letters
- internally illuminated
- raceway mounted
Typical Usage:
- brand identification
- external use
Page 10 of 15
Architectural
irg Gr aphics
` NOTES: 4 I Incorporated
1.) DRAFT 15 FOR PERMITTING PURPOSES ONLY 2055 International Parkway
P.O.Box 9175
Virginia Beach,VA 23450
C / °��� (757)427-1900
Ross Bryan Associates istif pi,. Project Title
Engineers /J%/j 11 */) HERTZ
227 French Landing Drive Nashville TN 37725 r
DESIGNED IN ` Type
ACCORDANCE WITH EXBS-1 8-IN
2014 OREGON STATE Drawing Type
STRUCTURAL CODE ELEVATION
ASCE 7-10
RISK CATEGORY II Date 8.29.13
"SEALED FOR STRUCTURAL COMPONENTS ONLY" AGI EoR J.MEYER
it is unlawful to.Ib.r Dils docur..nt as sealed by• Lead Drafter JLM
professional.nyn..r.
Drawn By GLM/BLG
Project Mgr. C.THARPE
9'-0"
General Sign Specifications
A(, 11/2" 8'-9' 11/2" 414/ 7 7/8" ❑ Interior II Exterior
VISUAL OPENING 1 N Single Faced ❑ Double Faced
❑ Non-Illuminated
III
1 ii Illuminated
FABRICATED ALUM.CABINET PAINTED MP#75083
❑ 120 Volts Amps(+/-)
—
HERTZ LIGHT GREY'ON ALL EXPOSED SURFACES ❑ 277 Volts Amps(+/-)
_ = s N BACKGROUND IS SURFACE APPLIED TRANSLUCENT I ❑ Amps(+/-)
Li&Listed ❑ Non U/L Listed
o VINYL 3M#3630-4845'HERTZ YELLOW
Location
eo Er) `�
- Windload
i=
• WORD MARK 15 SURFACE APPLIED OPAQUE Area 33 Sq.Ft. Weight Lbs.
GLOSS VINYL 3M#7725-12'BLACK'
(V
Drawing Revisions
8e Drawn By Date Change
Q
A
A
A
C1 1 FRONT ELEVATION 2 ) SIDE ELEVATION
EXBS 18-IN.1 1/2"=1'-D" EXB5-18-IN.1 1/2"=1'-0" A
A
IL
A
A
A - ,
This document Is the sole property of Architectural
Graphics, Inc., and all design, manufacturing,
�00 IROF�S reproduction,use and sale rights regarding the same
hC are expressly forbidden. a is submitted under a
�`y ds�O { r�� confidential relationship,for a special purpose,and
the recipient,by accepting des document assumes
custody and agrees that this document will not be
'� I conned reproduced in whole or in part,nor its
s contents led i any manner or to any person
Ir� l'. T� except for the purpose for which it was tendered,nor
er �, i any special features peculiar to this design be
incorporated in other protects.
•
• OREG•' -•�
9, / Approved By
Y/ 2�/Q1 Date Approved
O I ARDN 7l Ill s Code I Type
12571 C
(EXPIRATION DATE: E A P I R E S
Job Number
JUN 3 0 2014
Sheet Number
EXBS-18-IN.1
•
Architectural
Graphics
MOUNTING HARDWARE z c II A Incorporated
CHART I 3 2655 International Parkway
P.O.Box 9175
Opp Virginia Beach,VA 23450
• 6 13/16"AGI ALUM.CHANNEL FRAME _ 3/8'ZINC PLATED STEEL (757)427-1900
THREADED ROD THRU WALL
1"X 1 1/2"X 1/8"ALUM.ANGLE MECHANICALLY
• EXISTING WALL 3/8"LAGS WITH SHIELDS O■■ Project Title
FASTENED W/#10 X 3/4"S.S.C.S.SHEET 3/8'LAG BOLTS ■❑^^. HERTZ
METAL SCREW WOOD BLOCKING BY OTHERS ��`j
1/4"X1/4"CONTINUOUS ACRYLIC LUG IIIIC �/ NOTE:- Sign type
1.)THREADED ROD WILL BE PROVIDED STANDARD EXBS-1 B-IN
CHEMICALLY BONDED TO BACK OF FACE 3/8"ZINC COATED STEEL THREADED ROD -ALL OTHER HARDWARE*TO BE PROVIDED BY
II .a INTO RIVET NUT-WOOD BLOCKING BEHIND Drawing type
THE INSTALLER AS REQ.
HERTZ ALUM.EXTRUSION MECHANICALLY WALL TO BE PROVIDED BY INSTALLER AS REQ'D
s,: SECTION DETAIL
FASTENED TO ALUM.CHANNEL FRAME
W/#10 S.S.H.H.TEK SCREW Date 8.29.13
j
AGI EoR
3/16"TRANSLUCENT WHITE IMPACT
. 1 Ross BrYEngineersates, Inc. Lead Drafter JLM
MODIFIED ACRYLIC PANEL 227 French Landing Drive Nashville TN 37228 Drawn By GLM/BLG
0 [ O 4 UL APPROVED J-BOX DESIGNED IN Project Mgr.C.THARPE
AGI ALUM.EXTRUSION LIGHT BANK RACEWAY ■ ACCORDANCE WITH General Sign Specifications
2014 OREGON STATE ❑ Interior • Exterior
•T8/HO/RDC FLUORESCENT LAMPS W/
TOMBSTONE FIXTURES 1/2"LIQUID TIGHT FLEXIBLE CONDUIT TL CODE Single Faced ❑ Double Faced
' • ASCE 7-10 ❑
❑ Non-Illuminated
RISK STRUC CATEGORY II • Illuminated
CABLING TYPE EXTERNAL "SEALED roe srsuctuw►L corroMerrrs oNlr ❑ 120 Volts Amps(+/-)
( ) °�-- DISCONNECT SWITCH 1t1i'n1'""�"It° "�`,,,,,"r.,„..ry ~ • ❑ 277 Volts Amps(+/-)
j \,� - ❑ Amps(+/-)
2"X 3/16"SPACER W/ ^i U/L Listed ID Non U/L Listed
• ELECTRICAL BOX
1/4"HARDWARE AS REQ'D ( �_�r Location
1 ) -)\ i 1/2"X 6'-0"LONG FLEXIBLE LIQUID Area 3d
Area 33 Sq.Ft. Wefght_Lbs
- TIGHT CONDUIT WHIP TO OWNER
.063"ALUM.BACKER PANEL VERSILOGKED PROVIDED POWER SUPPLY Drawing Revisions
70 ALUM.CHANNEL FRAME J ;v� ; ;�
Drawn By Date Change
0 :
L A
f - 4
j 8 .
,
A
G a. • A _
0 `��O PROFFSo es docu ent Is the cola lserty of Archltectunl
V��� G%N F, 45> eraphlca,minc., and all sign, manutuctudnq,
3"X 3"X 1/4"ALUM.PLATE WELDED 9 reproduction,use and sale la rega ding the same
expressly lorbidden. .6:5,,s submitted under a
girl Z9,8P co frecip ie relationship,for a special ent ass and
INTO CABINET @ 24"O.C. 1d,a recipient,by accepllny Mis dpr:ument a I .
custody and agrees that this document will snout be
2"X 2"X 1/8"ALUM.ANGLE WELDED 1
copied tsrrreproduced any manne:o to any person
cepl for t"e purpose for which,t was tendered,nor
INTO CABINET @ CORNERS I, I� 4O OREGO s;l any special lectures peculiar to this design be
: 20, / /� incorporated in other projects.
0 NARDy Date Approved
1/4IE WEEP HOLES rEXPIRATION DATE: E P I R E S
W/LIGHT SHIELD(AS REQ'D) Code Type
��� 12571 I C
Tbnl l3or. a ► JUN 3 0 1014
e Pl."1- -S G� /" 1 SECTION VIE W Job Number
E1/4"=1"
2uljv,�,.
Sheet Number
EXBS-18-IN.2
•
a MOUNTING HARDWARE o o Architectural
Graphics
CHART < oo w AlI Ag Incorporated
/ J' 2655 International Parkway
1/4"ZINC PLATED STEEL P.O.Box 9175
THREADED ROD THRU WALL Virginia Beach,VA 23450
(757)427-1900
1"JEWELITE TRIMCAP FASTENED W/ 1/4"LAGS WITH SHIELDS
#8 X 1/2"LONG S.S.P.H. 1/4"LAG BOLTS • Project Title
SHEET METAL SCREWS
1/4"TOGGLE BOLTS • HERTZ
@ 18"O.C.-MAX.PER LETTER + # NOTE:
.040"ALUM.RETURNS 1)THREADED ROD WILL BE PROVIDED STANDARD Sign Type
-ALL OTHER HARDWARE IS TO BE PROVIDED BY ,
STAPLED TO ALUM.SACK THE INSTALLER AS REQ.
WOOD BLOCKING A5 REQ 2)DESIGN INTENDED FOR NOT GREATER THAN Drawing Type
BY INSTALLER 3RD STORY MOUNTING-HIGHER ELEVATIONS STRUCTURAL DETAIL
REQUIRE REVIEW
2"X 2"X1/4"X 3"ALUM ANGLE Date 0$,25.13
WELDED TO RACEWAY AGI EoR J.MEYER
@ APPROX.36"O.C.MAX Lead Drafter JLM
Drawn By JLF
Project Mgr. C.THARPE
\.. General Sign Specifications
e Interior El Exterior
mil / Single Faced Double Faced
3/16"IMPACT MODIFIED 1‘-'' __
-ilo ACRYLIC FACE ��� Non-Illuminated
ill -- - In Illuminated
ZINC COATED STEEL RIVET NUT
• ® I 120 Volts Amps(+/-)
277 Volts Amps(+/-)
CARLING TYPE EXTERNAL
Amps(+/-)
DISCONNECT SWITCH
-} • U/L Listed ❑ Non U/L Listed
fl--It Location
AGILIGHT 5700K'WHITE'
Windload
LED MODULES Area Sq.Ft. Weight Lbs.
• (L5-CORE-57K-G1) it 1
Drawing Revisions
Drawn By Date Change
TRANSFORMER BOX TO HOUSE
(2)ADVANCE POWER SUPPLY - r - -
1
AGI-ADV-60W Z
.063"ALUM.BACK a
-PRE FINISHED WHITE INSIDE it
E
1/2"X 6'-0"LONG FLEXIBLE
LIQUID TITE CONDUIT WHIP .1—
TO OWNER PROVIDED
POWER SOURCE
a
a
1/4°P! WEEP HOLES This document I.the sole property of Architecture,
-- Graphics, Inc., and all design, manufacturing,
W/LIGHT SHIELD AS REQ reproduction,use and sale rights regarding the same
are expressly forbidden. It Is submitted under a
4 confidential relationship,fora special purpose,and
the recipient,by accepting this document
assumes
custody and agrees that this document will not be
copied or reproduced in whole or n part,nor Its
contents revealed In any manner or to any person
except for the purpose for which It was tendered,nor
EXISTING BRICK FASCIA I y special features peculiar to this design be
incorporated in other protect:.
Approved By
Date Approved
Code Type
(cHAN2SR.2)1 SECTION VIE W 13479 C
1/4"=1"
Job Number
Sheet Number