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The Pool &S. - House
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Alexin Analytical Labs
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THE POOL& SPA HOUSE i
13025 SW Pacific Hwy.
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Tigard, OR 97223 \ PAL NEW PROPERTY INEr14'-1e from curb fac
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Reestablish existing freestanding sign North of current position
to make way for ODOT road widening project
20' i
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NORTH New Leading Edge '-6" from face of curb
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+rrent 8'-10''fr , leading edge of curb
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// SW Pacific Hwy.
M I DAS
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/ SW Frewing St.
Curb FaceNNN
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 QUESTIONUEARISE REGARDING THE CONTRACTLA IONDOCUMENTS SITE CONRITIEFO,THE CONN TOR
HE ��-1 L GD 1 PKO(' '
SHALL REQUEST INTERPRETATION CLARIFICATION FROM THE ENGINEER BEFORE BEGINNING THE `VK- PROP
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 a
DURING CONSTRUCTION. /yam 2 C
THE CONTRACT DRAWINGS ANU SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS ` �L JP/
OTHERWISE SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR
CONSTRUCTION LOADS.ONLY THE CONTRACTOR SHALL PROVIDE ALL METHODS,DIRECTION AND RELATED lirt
EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE,WORKMEN AND OTHER PERSONS AND PROPERTY Os
DURING CONSTRUCTION.THE CONTRACTOR SHALL AT HIS OWN EXPENSE,ENGAGE PROPERLY QUALIFIED -�3� - AR GON O
PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED J / Q nQ Mil
AND INSPECT SAME IN THE FIELD. ANY MATERIAL NOT AS SPECIFIED OR IMPROPER MATERIAL 8,_0" I% '�jY 9 ry wC
INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED MATERIAL IN A .1::' l-
P��� MILLER
WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE.
THESE PLANS, SPECIFICATIONS,ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE 5'-4 1/2" r ✓OSEPH M CONSULTING
PROJECT SPECIFIED HEREIN.MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE PLANS ENGINEER$
AND SPECIFICATIONS OR THE DESIGN.ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE USED ON EXPIRES:12-31-2022 ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. ' 1NNJSSW EBrSuN Blvd
OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL Suite One Hundred
ENGINEER'S RESPONSIBILITY UNLESS THE CON I RACE DOCUMENTS SPECIFY OTHERWISE. NOTES: Portland,OR 97219
Phone 503.248.1250
NON STRUCTURAL PORTIONS OF PROJECT,INCLJ DING BUT NOT LIMITED TO PLUMBING,FIRE PROTECTION 1. SCOPE OF WORK IS FOR THE DESIGN OfL-www,mBler-se.com
LAND USE, SITE PLANNING, EROSION CONTROL ELECTRICAL, MECHANICAL. FLASHING AND
WATER-PROOFING ARE BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. THE NEW BASE POLE AND FOUNDATION.
EXISTING STRUCTURAL ELEMENTS ARE DESIGNED BY OTHERS.
IN ACCORDANCE WITH SECTION 1704.2 EXCEPTION 1.NO SPECIAL INSPECTIONS ARE REQUIRED FOR THE EXISTING PYLON SIGN IS BEING =T1 WELDS AS THE LOADING IS A MINOR FRACTION OF THE CAPACITY OF THESE ELEMENTS. RELOCATED TO A NEW LOCATION ON THE C)
BUILDING CODE SAME PROPERTY. (n
ALL PHASES OF THE WORK SHALL CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE,INCLUDING ALL
REFERENCE STANDARDS.UNLESS NOTED OTHERWISE. 2. VERIFY ALL EXISTING ELEMENTS THAT ARE
DESIGN LOADS BEING REUSED DO NOT SHOW ANY SIGNS o
STRUCTURAL DESIGN CRITERIA:RISK CATEGORY II 0
WIND DESIGN DATA:BASIC WIND SPEEDS SEC GUST)=98 MPH OF DETERIORATION OR DAMAGE.
EXPOSURE:B
SNOW LOAD:WA N—
FOOTINGS �I�
CONTRACTOR SHALL VERIFY SOIL CONDITIONS AT THE FOOTINGS AND MAKE ANY NECESSARY 4'y^
CORRECTIONS TO PLACE THEM ON FIRM NATIVE SOIL OR STRUCTURAL FILL COMPACTED TO 95%OF V l
MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT PER AMERICAN SOCIETY FOR TESTING AND
MATERIALS,ASTM DENS(STANDARD PROCTOR),OR ASTM D1557(MODIFIED PROCTOR).THE COMPACTION D
SHALL BE VERIFIED BY A QUALIFIED INSPECTOR APPROVED BY THE BUILDING OFFICIAL.COMPACTED EXISTING 3" 0
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 DIA. SCH.40 / SIGN POLE PER
FOOT(PSF). CONCRETE + PIPE, TYP. ELEVATION, TYP.
(13
MIXING,PLACING AND CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH THE AMERICAN CONCRETE =0 Q
INSTITUTE,ACI 318 AND INC CHAPTER 19.CONCRETE SHALL BE 3,000 POUNDS PER SQUARE INCH(PSI)
MINIMUM AT 2B DAYS, UNO.ALL CONCRETE WITH REINFORCEMENT SHALL HAVE NO CHLORINE OR in 1/4 N V)
CHLORIDES.FOOTING DESIGNED FOR 2,500 PSI,NO SPECIAL INSPECTION REQUIRED, ryVT
e WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE.THE EXISTING CONCRETE SURFACE __I i I I I I 1/2" 1/4 TYP. _v
SHALL BE GLEANED AND ROUGHENED TO A MINIMUM 114'AMPLITUDE PER ACI 318116.9.SET ALL ANCHORI COLLAR 0 co
I
BOLTS AND DOWELS BEFORE POURING CONCRETE. r
TYP. �� PLATE,TYP. _Z
STRUCTURAL STEEL I I0 O
ALL STRUCTURAL AND MISCELLANEOUS SILLRECT N BE GULARMASSS FOE W-SECTIONSANG ASTM A500,G FOR EXISTING 5" cn
ALL OTHER SECTIONS,PLATES AND BARS.ALL RECTANGULAR HAS SECTIONS SHALL BE AGTM A500,GRADECL
8,FY=46000 PSI AND ALL ROUND HSS SECTIONS SHALL BE ASTM A500.GRADE B.FY=42000 PSI.ALL DIA. SCH.40 >- s
STRUCTURAL STEEL PIPE SHALL BE ASTIR A53,GRADE B,TYPE E OR S,EYE 35000 PSL
PIPE, TYP. <TYP .� [cn o
UNLESS NOTED OTHERWISE,ALL BOLTS TO BE ASTIR A307 AND ALL ANCHOR RODS TO BE ASTM F1554 I / \\ CE
1/4 GRADE 38, WITH MATCHING NUTS.ALL FASTENERS IN CONTACT WITH ALUMNIUM TO BE TYPE 304 �/ I
STAINLESS STEEL WITH MATCHING NUTS OR HAVE A PROTECTIVE BARRIER TO PREVENT CORROSION. 4 G7
NUTS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION PER RESEARCH COUNCIL ON STRUCTURAL EXISTING 6" LC F
CONNECTIONS(RCSC)SPECIFICATION FOR STRUCTURAL JOINTS.SECTION 8.1.
ALL STRUCTURAL STEEL SHALL HAVE ONE COAT OF PRIMER,EXCEPT SURFACES TO BE EMBEDDED IN DIA. SCH. 40 0
COPYRIGHT DATE ISSUED
��/CONCRETE OR MASONRY.EMBEDDED SURFACES SHALL BE FREE OF CONTAMINANTS.ALL ZINC(GALV.) PIPE, TYP.P. 1-- Miller Consulting Engineers,Inc.
COATINGS ON IRON AND STEEL PRODUCTS SHALL CONFORM TO ASTIR A123.REPAIRS OF GALVANIZED
COATINGS ARE TO CONFORM TO ASTIR ATBO,ALL EXPOSED STRUCTURAL STEEL TO HAVE ONE FINISH Q UNE 1921NCHE5
COAT OF RUST INHIBITING PAINT,COLOR BY OWNER.
W AT FULL SCALE
2 F NOT 7-SCALE AGGORGINGLY
ALL GT SHALL W CONFORM TO AMERICAN WELDING SOCIETYR ASP 01.1IFIUSING OFELECTRODES. J
0 )
3/4" INTERIOR
WELD LENGTHS SHOWN ARE EFFECTIVE AS SPECIFIED PER THE SPECIFICATIONS OF THE AMERICAN _ W
INSTITUTE OF STEEL CONSTRUCTION (RISC). WELDING SHALL BE PERFORMED BY AWE CERTIFIED NEW 8" DIA. DRAWN BY: CJM
WELDERS FDRWELD TYPES.SPECIFIED ANDALL SHOP.WELDS TO BE PERFORMED.IN AN APPROVED SHOP. RING PLATE CHECKEOBYA
SC 40PIPE, ` w — _
WHERE WELD LENGTHS ARE NOT SHOWN.THE WELD SHALL BE FULL LENGTH OF MEMBERS BEING JOINED. _ I( H. r _ NICE PROJECT N0: 2218]9
ALL BUTT WELDS SHALL BE FULL PENETRATION WELDS UNLESS NOTED OTHERWISE ON STRUCTURAL - p I II I I d
_ DRAWINGS.ALL WELDS SHALL RECEIVE THE SAME FINISH COAT AS THE MEMBER BEING WEWED. _-_ LD -1 -TYP. _ 1 _ _ _ - _ - ,_ _ _. _ _ ISSUE DATE: 2216792
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SHEET CONTENT
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