Report (32) RECEIVE 6ax r
Scope is for the design of the pole support and the foundation.
LOADING:e following pages for structural notes. APR 2 6 2016 5\3�� PROFFss
G1Ne4O
CITY OF T4 ,AR c 725 PE i5 di
DESIGN PER 2012 INTERNATIONAL BUILDING CODE(IBC) [3- ' ' G DIVISI S
WIND: ASCE7-10 120 MPH,EXPI B MAXIMUM HEIGHT(h)= " i
(3 second gust) GUST FACTOR(G)= 0.85 r `, _i • :'N o 4 ,,
K1
K1 = 0.00 `F� ti° Q
K3= 1.00 Kz qz K2= 1.00 F=4z"G"t:t*t).F(pS viable)f) h JOSEPH 11.4
Kzt= 1.00 0.57 17.86 = 13.6 0-9 ft
Kd= 0.85 EXPIRES:12-31-2016
Cf= 1.49
s= 9.00 ft s/h= 1.00
B= 7.00 ft B/s= 0.78 _
FORCES: wl%5"H
4 SIA ',CH
Width Height to Height to Area Wind load Force Height to Moment p,F E (.�1 r),)
bottom(ft) top(ft) (sq.ft.) (psf) (lbs) center(ft) (ft-Ib)
7.00 0.00 9.00 63.00 13.61 858 4.73 4052
0.00 0.00 0.00 0.00 0.00 0 0 0
0.00 0.00 0.00 0.00 0.00 0 0 0
0.00 0.00 0.00 0.00 0.00 0 0 0
E= 858 E= 4052
SIGN POLE: (Single Pole)
LI
1 I /---'-
Try a 4"SCH40 Pisign pole Fy= 35000 psi
e
Z= 4.05 in3 Mc= 7073 ft-lb 12
M= 4052 ft-lb 7073>4052 OK
I
Use the 4"SCH40 Pipe sign pole
i.-
EMBEDDED POLE: (IBC 1807.3.2.1 NonConstrained) �.
Mnet= 2.64 k-ft Applied moment from sign minus Mfe3 , ;r.! [ r- ',/ L, ;`)f N�
P= 0.858 k Applied lateral force,kips -- ----
h(errea�e)= 3.08 ft distance from ground surface to P,ft
q= 300 psf/ft allowable soil-brg,psf/ft q=2(150)=300*
Footing shape: Rectangular
b= 2.83 ft diagonal dimension of a sq.footing
d(estimated)= 4.00 ft ESTIMATED embedment,ft 4.00 for pressure
* Allowable w/1/2"movement at groundline
Unconstrained Condition volume of concrete= 0.6 yd
S_1 = 400 psf q*d_est/3 footing wt= 2.4 k
A= 1.77 ft 2.34*P*1000/(S_1*b) sign wt= 0.76 k
d= 3.48 ft A/2*(1+(1+4.36*h/A)".5) Total wt(DL)= 3.16 k
3.48 <4'OK eccentricity of load to reaction(e)= 0.45 ft=1.41/3.16
maximum resistive moment available based on soil bearing,R,es = 1.41 ft-k
Use 2'-0"square x 4'-0"deep
2,500 psi concrete footing
9570 SW Barbur Blvd Project Name Tigard Distribution Center Monument Sign Project# 160445
Suite One Hundred
all Portland,OR 97219Ma Location 8001 Hunziker Road,Tigard, Oregon
Client Security Sign
MILLER
Phone 503.246.1250
CONSULTING Fax 503.246.1395 CJM4/15/16 1 of 3
www.miller-se.com By Ck'd Date Page
ENGINEERS
i
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
RESF1ONSIBLE 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.
SPECIAL INSPECTION OF WELDS AND POST INSTALLED ANCHORS ARE TO BE PROVIDED BY A SPECIAL INSPECTION
AGENCY AS REQUIRED BY THE BUILDING OFFICIAL FOR ELEMENTS OF THE PROJECT THAT DO NOT MEET THE
APPROVAL OF CONSTRUCTION OF A MINOR NATURE OR AS WARRANTED BY CONDITIONS IN THE JURISDICTION
(SECTION 1704.2, EXCEPTION 1).
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 2014 OREGON STRUCTURAL SPECIALTY CODE, BASED ON THE
2012 INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED OTHERWISE.
CONCRETE
MIXING, PLACING AND CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH THE AMERICAN CONCRETE
INSTITUTE, ACI 318 AND IBC CHAPTER 19. CONCRETE SHALL BE 2500 POUNDS PER SQUARE INCH (PSI) MINIMUM AT
28 DAYS.
451 'e,
4' 725 PE
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64,
Ry 05 � 1.
✓0sEPH 4.04
EXPIRES:12-31-2016
9570 SW Barbur Blvd Project Name Tigard Distribution Center Monument Sign Project# 160445
Suite One Hundred
ES Portland,OR 97219 Location 8001 Hunziker Road,Tigard, Oregon
Mk
Client Security Sign
MILLER Phone 503.246.1250
CONSULTING Fax 503.246.1395 CJM4/15/16 2 of 3
www.miller-ee.com By Ck'd Date Page
ENGINEERS
DESIGN LOADS (se PROF
THE FOLLOWING ARE THE DESIGN REQUIREMENTS: ` l N FFA'
STRUCTURAL DESIGN CRITERIA 725 PE�' t
RISK CATEGORY II J
WIND DESIGN DATA 93 �N
BASIC WIND SPEED(3 SEC GUST) 120 MPH , 1
11Y 08,
. I EXPOSURE B JOSEPH
FOOTINGS EXPIRES:12-31-2016
FOUNDATION CRITERIA
CONTRACTOR SHALL VERIFY SOIL CONDITIONS AT THE FOOTINGS AND MAKE ANY NECESSARY CORRECTIONS TO
PLACE THEM ON FIRM NATIVE SOIL OR STRUCTURAL FILL COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM
MOISTURE CONTENT PER AMERICAN SOCIETY FOR TESTING AND MATERIALS, ASTM D698 (STANDARD PROCTOR),
OR ASTM D1557 (MODIFIED PROCTOR). THE COMPACTION SHALL BE VERIFIED BY A QUALIFIED INSPECTOR
APPROVED BY THE BUILDING OFFICIAL. COMPACTED STRUCTURAL FILL FOR DEPTHS GREATER THAN 12 INCHES
SHALL COMPLY WITH PROVISIONS OF AN APPROVED GEOTECHNICAL REPORT. ASSUMED SOIL BEARING PRESSURE
1500 POUNDS PER SQUARE FOOT(PSF).
STRUCTURAL STEEL
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 S, FY= 35000 PSI. ALL STEEL IN CONTACT WITH ALUMINUM TO BE
STAINLESS OR HAVE A PROTECTIVE BARRIER TO PREVENT CORROSION.
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 A
SNUG TIGHT CONDITION PER RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC) SPECIFICATION FOR
STRUCTURAL JOINTS, SECTION 8.1.
ALL STRUCTURAL STEEL SHALL HAVE ONE COAT OF PRIMER, EXCEPT SURFACES TO BE EMBEDDED IN CONCRETE
OR MASONRY. EMBEDDED SURFACES SHALL BE FREE OF CONTAMINANTS. ALL ZINC (GALV.) COATINGS ON IRON
AND STEEL PRODUCTS SHALL CONFORM TO ASTM A123. REPAIRS OF GALVANIZED COATINGS ARE TO CONFORM TO
ASTM A780. ALL EXPOSED STRUCTURAL STEEL TO HAVE ONE FINISH COAT OF RUST INHIBITING PAINT, COLOR BY
OWNER.
ALL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY (AWS) D1.1 USING E70XX ELECTRODES. WELD
LENGTHS SHOWN ARE EFFECTIVE AS SPECIFIED PER THE SPECIFICATIONS OF THE AMERICAN INSTITUTE OF STEEL
CONSTRUCTION (AISC). WELDING SHALL BE PERFORMED 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 SHALL RECEIVE THE SAME FINISH COAT AS THE MEMBER BEING WELDED.
9570 SW Barbur Blvd Project Name Tigard Distribution Center Monument Sign Project# 160445
Suite One Hundred
at Portland,OR 97219 Location 8001 Hunziker Road,Tigard, Oregon
Client Security Sign
MILLER Phone 503.246.1250
CONSULTING Fax 503.246.1395 CJM4/15/16 3 of 3
www.miller-se.com By Ck'd Date Page
ENGINEERS