Plans (16) 2.
' . 7 IELEVEN PYLON SIGN _�� ��z. • �� B:r / ��s s ((�J a6.2(
STRUCTURAL NOTES
GENERAL CONFORM TO ASTM A780.ALL EXPOSED STRUCTURAL STEEL TO HAVE ONE FINISH - E""`� K 'y
COAT OF RUST INHIBITING PAINT,COLOR BY OWNER. (.Q,,,iGC1 ""' '
THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL
ITEMS AND WORK NECESSARY FOR COMPLETION OF THE PROJECT AS INDICATED ALL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY(AWS)D1.1 USING ,
d ° c-,:,;,,,,,,,:,,,,
BY THE CONTRACT DOCUMENTS.SHOULD ANY QUESTION ARISE REGARDING THE E70XX ELECTRODES.WELD LENGTHS SHOWN ARE EFFECTIVE AS SPECIFIED PER 4,,. • ° °J
CONTRACT DOCUMENTS OR SITE CONDITIONS,THE CONTRACTOR SHALL REQUEST THE SPECIFICATIONS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION ..
INTERPRETATION AND CLARIFICATION FROM THE ENGINEER BEFORE BEGINNING (AISC).WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS FOR WELD .- t -',1:„:1;•,:::•51„',j1-12,
..q r �.-s4,�1+P':�,id3
THE PROJECT. THE ABSENCE OF SUCH REQUEST SHALL SIGNIFY THAT THE TYPES SPECIFIED.WHERE WELD LENGTHS ARE NOT SHOWN,THE WELD SHALL BE 1; - ,''.',"..:,17t - _ • .+
CONTRACTOR HAS REVIEWED AND FAMILIARIZED HIMSELF WITH ALL ASPECTS OF FULL LENGTH OF MEMBERS BEING JOINED. ALL BUTT WELDS SHALL BE FULL - -
THE PROJECT AND HAS COMPLETE COMPREHENSION THEREOF.THE CONTRACTOR PENETRATION WELDS UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS. _ o4�+"f.:. �>
SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS ALL WELDS SHALL RECEIVE THE SAME FINISH COAT AS THE MEMBER BEING "y t „_ 1 iii€ �,.n:i° W▪w .;�i•,..,,..,.i•,..,,..,..4DURING CONSTRUCTION. WELDED.
THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED WOOD FRAMING ^^I
STRUCTURE.UNLESS OTHERWISE SPECIFICALLY NOTED,THEY DO NOT INDICATE "`
THE METHOD OF CONSTRUCTION OR CONSTRUCTION LOADS, ONLY THE WOOD FRAMING Si
CONTRACTOR SHALL PROVIDE ALL METHODS, DIRECTION AND RELATED ALL STRUCTURAL WOOD COLUMNS AND BEAMS TO BE DOUGLAS FIR/LARCH(DF/L), r"" • .. 1
EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE,WORKMEN AND OTHER #1 UNLESS NOTED OTHERWISE.ALL JOISTS,PURLINS,AND GIRTS TO BE DF/L#2 AND
.o
PERSONS AND PROPERTY DURING CONSTRUCTION.THE CONTRACTOR SHALL,AT BETTER UNLESS NOTED OTHERWISE. ALL BLOCKING AND NON-STRUCTURAL
HIS OWN EXPENSE, ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE FRAMING TO BE CONSTRUCTION GRADE AND BETTER ALL WOOD PLATES IN PR
WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND CONTACT WITH CONCRETE OR MASONRY SHALL BE HEM-FIR #2 PRESSURE f 6 Y•' y •'D t N QAC^�j M I L L E R
INSPECT SAME IN THE FIELD.ANY MATERIAL NOT AS SPECIFIED OR IMPROPER TREATED UNLESS NOTED OTHERWISE. v.
MATERIAL INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED
WITH SPECIFIED MATERIAL IN A WORKMANLIKE MANNER AT THE CONTRACTOR'S ALL PREFABRICATED METAL TIMBER CONNECTORS AND HANGERS SHALL BE FULLY 5 1- ,,3 r ',,,', ;;5',a .....,t,„.,,,.=`9 C F 7 CONSULTING
EXPENSE. BOLTED AND/OR NAILED AS INDICATED BY MANUFACTURER, UNLESS NOTED L,� [�'�/J
OTHERWISE.ALL CONNECTORS,HANGERS AND FASTENERS SHALL BE CORROSION �' ENGINEERS
THESE PLANS,SPECIFICATIONS,ENGINEERING AND DESIGN WORK ARE INTENDED PROTECTED PER MANUFACTURER'S RECOMMENDATIONS. SIMPSON 8._2 1/2" : gn, 5 '/r I� _I 525 E
SOLELY FOR THE PROJECT SPECIFIED HEREIN.MILLER CONSULTING ENGINEERS PREFABRICATED METAL TIMBER CONNECTORS NOTED.OTHER TYPES OF METAL y `" i
DISCLAIMS ALL LIABILITY IF THESE PLANS AND SPECIFICATIONS OR THE DESIGN, CONNECTORS REQUIRE PRIOR REVIEW.
ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE USED ON ANY PROJECT OR ALUMINUM �t il_{)' ,..''''',-.'i':,°--4)10,•, � Materials
AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. 3/16 CAP , .._•% "' , - ( 4•G O
OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART ALL STRUCTURAL ALUMINUM SHAPES AND PLATES TO BE 6061-T6.ALL WELDS TO PLATE WELD D O
OF THE STRUCTURAL ENGINEER'S RESPONSIBILITY UNLESS THE CONTRACT USE 4043 ALUMINUM FILLER ALLOY.A PROTECTIVE BARRIER SHALL BE PROVIDED ALL AROUNI TO E
DOCUMENTS SPECIFY OTHERWISE. BETWEEN ALL STEEL AND ALUMINUM TO PREVENT CORROSION.ALL WELDING TO TOP OF STE L ` �'"t?4R sn..E i-':�,..+Le i ''`' and Caissons
q'Pj/ / 0 1, <k.,
CONFORM TO AMERICAN WELDING SOCIETY(AWE)D1.2.WELD LENGTHS SHOWN POST, TYP. < , �1
NON STRUCTURAL PORTIONS OF PROJECT, INCLUDING BUT NOT LIMITED TO ARE EFFECTIVE AS SPECIFIED PER THE ALUMINUM DESIGN MANUAL.WELDING p u
PLUMBING, FIRE PROTECTION, LAND USE, SITE PLANNING, EROSION CONTROL, SHALL BE BY AWS CERTIFIED WELDERS FOR WELD TYPES SPECIFIED.WHERE WELD :[ ,1`e„s'io t'SEPN MPS
ELECTRICAL, MECHANICAL,FLASHING AND WATER-PROOFING ARE BEYOND THE LENGTHS ARE NOT SHOWN,THE WELD SHALL BE FULL LENGTH OF MEMBERS BEING
SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. EXISTING JOINED.ALL BUTT WELDS SHALL BE FULL PENETRATION WELDS UNLESS NOTED i Filling
STRUCTURAL ELEMENTS ARE DESIGNED BY OTHERS. OTHERWISE ON STRUCTURAL DRAWINGS.ALL WELDS TO RECEIVE THE SAME FINISH y,;,"°, ?1 i As. i).E h 3.1i0f'and EXPIR:-S: 12-31-2018
COAT AS THE MEMBER BEING WELDED. ALL FASTENERS IN CONTACT WITH ' k��e q» '�+-'
CONTRACTOR TO VERIFY ALL CONDITIONS PRIOR TO FABRICATION OR ALUMNIUM TO BE TYPE 304 STAINLESS STEEL WITH MATCHING NUTS OR HAVE A „, 9
INSTALLATION.ENGINEER OF RECORD FOR THE PROJECT IS TO BE NOTIFIED IF PROTECTIVE BARRIER TO PREVENT CORROSION.NUTS SHALL BE TIGHTENED TOA ,„�a.'v� .p,I y°k ytiti G.;£><sj
CONDITIONS DIFFER FROM WHAT IS SHOWN ON THE DRAWINGS. SNUG TIGHT CONDITION. J Z
k, v f
BUILDING CODE
ALL PHASES OF THE WORK SHALL CONFORM TO THE 2014 OREGON STRUCTURAL -
Orsi e:lass .r..:n
I-
SPECIALTY CODE,INCLUDING ALL REFERENCE STANDARDS,UNLESS NOTED HSS 8x8x3 8, ,;' Z
TYP_ AROU _,. _ .. ,
OTHERWISE. SIGN CABINET City of Tigard I--I--I
DESIGN LOADS
THE FOLLOWING ARE THE DESIGN REQUIREMENTS: _ _
STRUCTURAL DESIGN CRITERIA:RISK CATEGORY II j iM • • PDI aa Plans W
WIND DESIGN DATA:BASIC WIND SPEED(3 SEC GUST)=120 MPH
EXPOSURE:B C SL�a TYP_ /'� 4, A�, 1(OSNOW LOAD:N/AfB/ Dte
CONCRETE / .x w v
t/)
CONCRETE m ,� 1 LU
• MIXING,PLACING AND CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH THE 2 /J Z U
AMERICAN CONCRETE INSTITUTE,ACI 318 AND IBC CHAPTER 19. 0 S1 NOTES: 0
CONCRETE SHALL BE 2500 POUNDS PER SQUARE INCH(PSI)MINIMUM AT 28 DAYS, N 1. SCOPE OF WORK IS FOR THE DESIGN OF THE WD
CHL ALL CONCRETE WITH REINFORCEMENT SHALL HAVE NO CHLORINE OR POLES, SPLICE, AND FRE PRE ON, `� �'•Zr \ O J
CHLORIDES. 2. ALL SIGN ELEMENTS ARE DATION UFACTURED \!/)1 W
• OFF SITE. (n p
3. SEE MANUFACTURER SHOP DRAWINGS FOR
WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE,THE EXISTING FINISHES, INSTALLATION INSTRUCTIONS AND —I IXZ
CONCRETE SURFACE SHALL BE CLEANED AND ROUGHENED TO A MINIMUM 1/4" MINOR COMPONENT DIMENSIONING AND
AMPLITUDE PER ACI 318 11.6.9.SET ALL ANCHOR BOLTS AND DOWELS BEFORE 0
POURING CONCRETE. DETAILING INFORMATION. LiJ (/) CCE
CONCRETE/CMU ACCESSORIES \ FFICE COPY
z fo
ANCHORS SHALL BE AS SPECIFIED ON THE DRAWINGS. ANCHORS SHALL BE NZ
_
INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S INSTALLATION CRITERIA HSS 8x8x1/4 Q
O
AND PER THE CURRENT ICC EVALUATION REPORT FOR THE ANCHOR.ANCHORS
ARE NOT TO CUT THROUGH ANY EXISTING STEEL REINFORCING. M t00
STRUCTURAL STEEL 0 OO
—0_
STRUCTURAL STEEL
ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE ASTM A992 FOR
W-SECTIONS AND ASTM A36 FOR ALL OTHER SECTIONS,PLATES AND BARS.ALL
RECTANGULAR HSS SECTIONS SHALL BE ASTM A500,GRADE B,FY=46000 PSI AND
ALL ROUND HSS SECTIONS SHALL BE ASTM A500,GRADE B,FY=42000 PSI.ALL
STRUCTURAL STEEL PIPE SHALL BE ASTM A53,GRADE B,TYPE E OR 5,FY=35000
PSI.
UNLESS NOTED OTHERWISE,ALL BOLTS TO BE ASTM A307 AND ALL ANCHOR RODS
TO BE ASTM F1554 GRADE 36,WITH MATCHING NUTS.ALL FASTENERS IN CONTACT
WITH ALUMNIUM TO BE TYPE 304 STAINLESS STEEL WITH MATCHING NUTS OR HAVE
A PROTECTIVE BARRIER TO PREVENT CORROSION.NUTS SHALL BE TIGHTENED TO z
A SNUG TIGHT CONDITION PER RESEARCH COUNCIL ON STRUCTURAL
CONNECTIONS(RCSC)SPECIFICATION FOR STRUCTURAL JOINTS,SECTION 8.1. 0_
ALL STRUCTURAL STEEL SHALL HAVE ONE COAT OF PRIMER,EXCEPT SURFACES TO - r
BE EMBEDDED IN CONCRETE OR MASONRY.EMBEDDED SURFACES SHALL BE FREE 2
OF CONTAMINANTS.ALL ZINC(GALV.)COATINGS ON IRON AND STEEL PRODUCTS ZW Z
SHALL CONFORM TO ASTM A123. REPAIRS OF GALVANIZED COATINGS ARE TO U 0
J
Ed
'0 = 1 .I , (N) 2,500 PSI
f 1 CONCRETE FOOTINGB/8" TIE. E325 JOB No.
MIIIIMIllill�I 161220
BOLT TO WELDED
[MT IN CROSS MEMBER, TYPDRAWN CHECKED
m r
' .>■
' ' O O 3/4" THICK ALB
PLATE DATE
09-29-
16
REVISIONS
2'-6" DIA. �'/x v TYP.
• SIGN ELEVATION E9MATCH PLATE
® " 1 1/2"_I,-0" LINE IS 2 INCHES SHEET
I AT FULL SCALE I Si(IF NOT 2'-SCALE ACCORDINGLY) J
FOR OFFICE USE ONLY—SITE ADDRESS: `06 Sc. SCJ /1 e.-A0/0'9"
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.
City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
li _ Transmittal Letter
i i„\k n 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • wy '.ti ard-or.gov
TO: 9‘1/1) D• E RECEIVED:
DEPT: BUILDING DIVISION RECEIVED
FROM: Pi\ tc
/�- y / V4 (.o PA t o JAN 9 2017
CITY OF"I`IGARD
COMPANY: TAk C‘ Kit, I$/( J 6 . aJ 6/1-f-6, , BUILDING DIVISION
PHONE: 171 - a- ) 5'0 a / By 7
RE: /065'0 i. /. 66o1-: 47r op p'lll/f, - UDS43 2—
(Site Address) (Permit Number)
(Project name or subdivision name and I.u mber)
ATTACHED ARE THE FOLL t ING IT/01% S:
Copies: Description: y. Copies: Description:
Additional set(s) 'f plans. Revisions:
Cross section(s) . d details. Wall bracing and/or lateral analysis.
Floor/roof fr ng. Basement and retaining walls.
/ Beam calcula ons. 2 Engineer's calculations.
VOther(expla. ): .k(t� FL0- ,G E t.T t-exk'J 6
REMARKS:
/// FOR FF ICE USE ONLY
Routed to Permit Technic�i . Date: �3 I7 Initi,a s: a ii1
Fees Due: ❑Yes J] Fee Desc ption: • e -. 1 s ue:
$
$
$
$
Special
Instructions:
Reprint Permit(per PE): 0 Yes ERTo 0 Done
Applicant Notified: /e AI/ Date: 0 7//7 pe/i,.9---/ __ Initials —
I:\Building\Forms\TransmittalLetter-Revisions_061316.doc