Plans OFFICE COPY
OFFICE COPY
RECEIVED
AUG 19 2021
CITY OF TIGARL
VALIDITY OF PERMIT 3UILDING DIVISION
- THE ISSUANCE OF A PERMIT
EASED ON CONSTRUCTION
DOCUMENTS AND OTHER
DATA SHALL NOT PREVENT
THE CODE OFFICIAL FROM
REQUIRING THE CORRECTION
OF ERRORS. OSSC 105.4
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OFFICE COPY ; 1 --
CITY OF T T CARD._,
REVIEW 'D FOR COD COMPLIANCE
Approved
OTC: I I APPROVED
hopep, 14:33:05, 11/16/2020
Permit#: laupcaliOal.::-CLO-12-Q6-
Address: s 1�1 r a e vn_._
Suite#:
By, , „
� 3- Date:7 L PROJECT: TIGARD HIGH SCHOOL MODERNIZATION PROJECT NO.: iesazw
bassetti
architects __ oac"a I C TE
DWG TITLE: EXTERIOR SIGNAGE ON EXISTING PERFORMING ARTS SFRREF: DWG BY rH
71 au b a sues.Su le soo;sine,wash g�ee c BUILDING-NORTHWEST PERSPECTIVE
T�34o95W www law-411amcnn SCALE Cal(BY:GV
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111
T/O WALL ad, T/O WALL
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231'-5" IV j 231'-5" IV
EXISTING PERFORMING
/ EXISTING PERFORMING ARTS BUILDING
T/O WALL T/O WALL Atik
/ ARTS BUILDING
226-5' VIIF , 225-5"
--
LED READER 16 H STAINLESS 16"H STAINLESS
BOARD SIGN STEEL DIMENSIONAL STEEL DIMENSIONAL \ / _-
LETTER SIGNAGE- LETTER SIGNAGE-
PAINT WHITE PAINT NMETE \i
D]_ a ENNEIL T/O WALL oil h AMODTOR0* 11i \\ TrowALL
210-5 210-5" IV
lin-77 ' .. .
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MAIN FLOOR _I MAIN FLOOR ichh
194'-0" Iliki 194'-0'
'0 (E) PERFORMING ARTS BUILDING - NORTH (E) PERFORMING ARTS BUILDING - WEST
1 1/8"= r-U" 2 ) 1/8"= r-a'
APPROVED
hopep,14:33:25,11/16/2020
PROJECT: TIGARD HIGH SCHOOL MODERNIZATION PROJECT No.: i®axm
bassetti I DCCNO2 CAT
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DWG TIRE: EXTERIOR SIGNAGE ON EXISTING PERFORMING ARTS srT REF CMG BY:RH
71 Cdurtia Smelt,site 500/Ste.waslirglm 98104 BUILDING
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DIMENSIONAL SIGN LOCATION �r ) -ic.
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D•••••W. •' •~ i. . , • •a`/ APPROVED
w•••••. 0 r, hopep,14:33:15,11/16/2020
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\, cIllik EXISTING AUDITORIUM f, #
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, �\ ® EXISTING CAFETERIA
SCALE: 1 =40 �bo s / 0)
40 20 0 40
I
Scope of work is for the design of the connection of the sign to the existing canopy.
c Input Data:ASCE 7-16
Maximum Height(h)= 15 00 ft(of sign)
Wind Speed,V= 105 mph p'•+k Exposure Cate,K y t= B C Eta r E, e p PROF
Direr Factor,Kzt= 1.00 V L.�
Direct Factor,Kd= 0.85
Effective Area,Ae= 30.08 ft' Area Tributary to CSC) �J� G ) N F 4f
Wall External Pressure Coefficients,GCp: Ch F
• Comer Zone= No AUG 19 1Q28 7252 •E .>�
' GCp Zone Neg.= -0.91 Fig.304-1
GCp Zone 5 Neg.= -1.11 Fig.30.4-1
• qz=0.00256"Kz"Kzt"Kd•V^2"0.6(allowable) ;I pFTIGARL
Wall Pressures for Design: BUILDING DIVISION �• 07 10.08 -091 = F96) 0-15 ft 991�, !!y 08 , ryQ�QQ•
'
'r OSEPH MP'
Overall Letter Width= 20.63 ft(both letter sets)
Overall Height= 1.46 ft
Area= 30.08 ft2 EXPIRES: 12-31-2022
Standoff= 0.00 in
Raceway Height= 2.00 in
Raceway Below Letters
Sign Area and Loading: Sign Above Canopy
Width, Height to Height to Wind Force'lb
ft bottom,ft top,ft %solid Area,ft' load,psf
20.63 13.71 15.00 30% 7.98 9.6 77 letters
20.63 13.71 13.71 0% 0.00 9.6 0 standoff
20.63 13.54 13.71 100% 3.51 9.6 34 raceway I
= 111
V2= 111 lb
arm,= 7.74 in =(15'-13.71)/2.12 6
arm,= 1.02 in =(13.71'-13.54')/2"12 L _T i
M,= 598 in-lb =77"7 74"
M2= 788 in-lb =596in-Ib+(77"2.04+34"1.02") `
Est Dead Load= 34 lb (assumed at 300
Fastener Check: (raceway to supporting structure)
Fastener Type:Seif-drillin Screws
M,o„i= 788 in-lb 1/4" Diameter Self Drilling
V,,,,i= 111 lb
T,o,si= 0 lb sign is attached above awcture) Screw (alt. 1/4"dia. bolt), 1 1/2"
Fastener Quantities: Typical at (8) approximate Th'....<1
Columns= 6 (min) (41"o.c.max)
Rows 1 locations shown on elevations. i '
total fasterners= 6 - I_J
couple distance= 1.50 in 788 -------'�
T= 88 lb per fastener =(Min-lb/1.5N-19)1(6)
V= 19 ibper fastener =1111b1(6) 1 I
Fastener Into:Steel 11
Fastener Type:Screw I I
Mat.Gauge'0.25
Mat.Thickness:I 0.102 lin
Fastener Size: 0.25
Tc= 324 lb
Vc= 735 Ib
0.30 <1.000K
lUsa 0.25 Screw at(41"o.c.max) i
r 123" '1
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r 124 1/2" 1
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I I I I
Project Name Tigard High School Deb Fennel Auditorium Canopy Project# 210959
t Oh�t; w,r Location 9000 SW Durham Road, Tigard, OR
( vi 'VC Ii
Client Sign Wizards
9600 SW Oak St#400 503.246.1250 C J M 7/26/2021 1 of 3
Portland,OR 97223 miller-se.com By Ck'd Date _.__._ Page
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 CONTRACTORS 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 ENGINEERS 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.
,<3E, PROFFs�4o
72522 •E
9-p� r ae ��tQ
OSEPH MP
EXPIRES:12-31-2022
Project Name Tigard High School Deb Fennel Auditorium Canopy Project# 210959
MILLER _
coN,su_ hd Location
9000 SW Durham Road, Tigard, OR
Client Sign Wizards
9600 SW Oak St#400 503.246.1250 CJM 7/26/2021 2 of 3
Portland,OR 97223 '., miller-se cam 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) 105 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.
4161 PROF
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ck. � 7252 'EP
V O S ' 1o �
VA,
O
EXPIRES: 12-31-2022
Project Name Tigard High School Deb Fennel Auditorium Canopy Project# 210959
04 MI LLER
NeLocation 9000 SW Durham Road, Tigard, OR
Client _ Sign Wizards
9600 SW Oak St 4400 503 246.1250 CJM 7/26/2021 3 of 3
Portland.OR 97223 miller-se.com By Ck'd Date Page
ir RECE .V'ED
AUG 19 2021
` CITY OF IGARL
/
1014tl mi 11!VISION
,. /
/ / 05 50 00-4•x67J115"
Y GALVANIZED ANGLE
/ 055000-STEEL CHANNEL
STRUT FRAMING SYSTEM
/ UNISTRU!P21H OR EQUAL
UNISTRUT P2920 OR
UGHTING FIXTURE WITH
PROFILE CHANNEL&
DIFFUSING LENS-SEE
ELECTRICAL DRANANGS
RUN LIGHTING FIXTURE
a- —I CAR F IN STRUCTURE
\ I
I In
.
STRUCTURAL SUPPORT TBD
a o e
/ APPROVED
hopep,14:33:34,11/16/2020
`Q -
\ - > T/O PLATE 10
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i 210'-5"
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EXJSTING STRUCTURE-
TYPICAL.
Q ROOF EAVE - SIGNAGE AT ENTRY
3 = -0'
PROJECT:TIGARD HIGH SCHOOL MODERNIZATION PROJECT NO 1C09200
bassetti I DCC NO.:3
architects
DAG TITLE: EXTERIOR SIGNAGE ON DOSTING PERFORMING ARTS SHIRE,:0121P DM BY:RH
it Columba Stoat swat KC r s.101..13 :B/,33104 BUILDING-DETAIL
131334GB500 I MS3409319 I Awn.brrovchcar SCALE'. 3'-1'd CHK E1V:GV