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CODE: 200918C CRITERIA:
<br /> CODESTRUCTURAL TECHNOLOGY CONSULTANTS
<br /> : �
<br /> WINO: BASIC WIND SeEEO:85 MPH(3 SEC.GUST),EXPOSURE;G I:210
<br /> 7877 CONVOY COURT,SUITE 404 SAN DIEGO,CA§2111 PHONE NO.: 650,178.2400 FAR ND:, 058,2111,2424 0.
<br /> SEE WIND CALCULATIONS FOR DESIGN WIND PRESSURES PROJECT: VGA#463 SILVER LAME ANIMA.HOSPITAL,10726 19TH AVE,SE,EVERETT,WA SHEET: I OF I b
<br /> LOADS: DL:LO PSF,LL:0 PSF,SL:0 PSF PR03.NO.: 250.746 REG NO.: 219699 DESIGNER: VH DATE: 04.02.13 tl SupEnor
<br /> SOIL: CLASS 4(150 PSF-LATERAL BEARING),TABLE 1806.2 CLIENT: SUPERIOR ELECTRICAL ADVERTISING SIGN TYPE: C-MONUMENT QUANTITY: 11-1
<br /> CONTRACTOR,SggE(N5___)BI(Illy^ T g� TMP' 316
<br /> THE CONTRACTOR SHALL FIELD VERIFY THAT EXISTING AND PROPOSED SITE CONDITIONS ARE CONSISTENT WITH THESE DRAWINGS PRIOR
<br /> TO7ITE START OF ANY WORK,NOTIFY ENGINEER OF RECORD IMMEDIATELY IF SITE CONDITIONS VARY FROM THESE DRAWINGS, 4--- x 3e'4 999.
<br /> CONTRACTOR(INSTALLER)15 RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND JOBSTTE SAFETY. TMP' 3 jDDLE
<br /> SCOPE OF WORK:
<br /> THE SCOPE OF STCS DESIGN IS LIMITED TO FOUNDATION,SUPPORT POLE,AND ATTACHMENT OF SIGN CABINET OF SUPPORT POLE,ALL
<br /> ITEOTHER MS ARE EXCLUDED,INCLUDING,BUT NOT LIMITED TO SIGN CABINET FRAMING,ANY MODIFICATIONS TO STCS DESIGN SHALL BE DETAIL
<br /> B Project:
<br /> REVIEWED AND APPROVED BY A LICENSED ENGINEER. EP (TOP B DOT,OF SIGN,2 MIN,) r B VCA#463 Slhler Lake
<br /> h O — Animal Hospital
<br /> STRIJL71JRAL TECHNOLOGY CONSULTANTS(STC)DESIGN IS BASED ON DRAWINGS AND DIMENSIONS PROVIDEDTO STC BY OTHERS,THE
<br /> SIGN MANUFACTURERAND SIGN INSTALLER SHALL VERIFY ALL FINAL DIMENSIONS AS SHOWN ON THE ENGINEERING DRAWINGS AND THE w Address:
<br /> SHOP DRAWINGS,AND SHALLBE RESPONSIBLE TO ENSURE THE FIT OF ALL SIGN COMPONENTS, 1072619th Ava BE
<br /> ppry Everett,WA 08202
<br /> GENERAL NOTES: G
<br /> 1. SOIL'NO SPECIAL INSPECTION REQUIRED.IF SOFT OR SANDY SOIL,CLAY,COULAPSING OR UWABLE SOIL,ORGANIC MATERIALS i ! � S'
<br /> OR GROUNDWATER ARE ENCOUNTERED,IMMEDIATELY CONTACT GEOTECHNICAL L ENGINEER OR ENGINEER OF RECORD FOR 'Of\ �! ---
<br /> ADDITTONAL FOUNDATION �! \ 9 Acwunl Tanager:
<br /> REQUIREMENTS, ^ 1 `
<br /> 2, IF'fHE SOIL UNDER THE STW1CiURE INCLUDSCLAY,OR OTHER EXPANSIVE MATERIALS,ITIS RECOMMENDED TO REPLACE THE Patti Skoglund
<br /> SOIL WITH COMPACTED(951,6)GRANULAR SOIL OR IMPLEMENT METHODS TO ACCOMMODATE POTENTIAL EXPANSION. T4 `Yjj� ' ��' Designer:
<br /> 3. CONCRETE:STRENGTH DESIGNED AS FC-2500 PSI MIN,SPECIAL INSPECTION NOT REQUIRED.CONCRETE USE AND CONSTRUCTION + <;.`• ,a ` � M.Miller 1,00
<br /> SHALL BE IN ACCORDANCE WITH THE GUIDELINES SET FORTH IN ACI 304, ? Scab: A6 NOTED
<br /> 4, PIPE STEEL:ASTM AS3,GRADE B(FYm35 KSI MIN.). ,.
<br /> S. NUTS AND WASHERS SHALL BE USED WITH ALL FASTENERS AND SHALL BE COMPATIBLE WITH FASTENER SITES,MATERIAL TYPES, g Design No: 12-085272.06
<br /> ,,_ ---- ------ ---v
<br /> AND HOLE SIZES,IN ACCORD,UICE WITH RISC SPECIFICATIONS,UNlF55 NOTED OTHERWISE, [ •
<br /> 6. THE MATERIAUOOATING TYPE USED FOIL THE CORROSION RESISTANCE OF FASTENERS SHALL BE BASED ON EXPOSURE CONDITIONS `- -� -"-_-Y'4 B Date: 0627.12
<br /> AND 711E RECOMMENDATIONS SET FORTH BY AISC,IN ACCORDANCE WITH COMMON INDUST LY PRACTICE,NO CUARANTFE TO Y-0"0 e�e ROD—.No.: 219699
<br /> PREVENT CORROSION THROUGHOUT THE LIFE OFA STRUCTURE 151MP1IED.FASTENERS SHALL BE MONITORED PERIODICALLY FOR
<br /> SIGNS OF DETERIORATION, ELEVATION L' Revsions:
<br /> A-w.iH r.ra Rt avm4t2 mdm I.Tst,emwx
<br /> 7, BOLTS:ASTM A307(FU-So KSI MIN.). �B plb,nt pub aipn
<br /> B. ALL FABRICATION SHALL OCCUR IN THE SHOP OF AN APPROVED FABRICATOR,AS DESIGNATED BY THE LOCAL BUILDING UR2AZ 61.13.12(uM Cnsov..Vu C
<br /> DEPARTMENT.
<br /> BRuJY it16a112(05)
<br /> 9. PROVIDE A PROTECITVE COATING TO MINIMIZE CORROSION FOR ALL STEEL MEMBERS EXPOSED TO WEATHER,MOISTURE,OR SOIL. upd.b aa.pk^
<br /> 10,PROVIDE ISOLATION OF DISSIMILAR MATERIALS INCLUDING A PROTECTIVE COATING FOR ALL ALUMINUM TO BE IN CONTACT WITN R04 JV 11112112 0,5)
<br /> UPdeb mnnumanl bc.liu„
<br /> STEEL OR CONCRETE,(EXAMPLE:NEOPRENE BARRIER,PULSRC WASHER,ZINC COATING,OR SIMILAR.) R6s Jv tvintxns)
<br /> It.PROVIDE SLOPE AWAY FROM BASE OF SUPPORT. Aad=^^6uvdbnd[i.k
<br /> 4 ROSA2 ONOW111.OU)
<br /> 12, IT IS THE RESPONSIBILITY OF THE OWNER OR OWNERS REPRESENTATIVE TO MONITOR STRUCTURAL ELEMENTS AND FASTENERS Aadpe[n[�.m 66e
<br /> FORDAMA-GIONSE,CORROSION,OR DETFREEZING,
<br /> UTILIZE
<br /> ZE DR CITY O F E V E R ET T ppp
<br /> 13, IN FOOTING. SUBJECT TO FREEZING,UtIL1ZE DRAINAGE METHODS TO PREVENT SATURATION OF SOIL UNDER AND AROUND ry��
<br /> FOOTING. ` ,A 6 FO�,roA cHece eAre
<br /> 14, ITIS RECOMMENDED THAT EXTERIOR CLADDINGS INCORPORATE EXPANSION XJlNTS/CONTROL JOINTS ATTHE DOSE AND R F L�I F k',I F D FOR PERMIT b Accl,Mgt.
<br /> THROUGHOUT,IN ORDER TO ACCOMMODATE POTENTIAL MOVEMENT.
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