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<br />DESIGN CRITERIA:
<br />1. TFE STRUCTU�4AL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE
<br />INTE,4NATIONAL BUILCiRG CODE 2012 YVITH WASHINGTON STATE �UILDING
<br />CODE AMENDMEN75 (2012 IBG)
<br />2. D�5!GN LOADS:
<br />D=SIGN DATA FOR EVEREff, WA 98208
<br />—ROOF SNOW LOAD N/A (NOT A ROOFTOP SOLUTION)
<br />—BASIC WIND SPEED 85 MPH (100 MPH 3 SECOND GUSTS)
<br />—WIND EXPOSURE �
<br />—SEISMIC ZONE p
<br />CONCRETE NOTES:
<br />1. COkCR�TE SHkLL 2E !dIXED, PROPORTIONED, CCNVEYED P.ND PL4CED IN ACCCRDFNCE
<br />Y/IiH IBC SECTION 19G5, 1906 AND ACI 301, INCLUDING TES�ING PRu`CEDU4E5.
<br />CONCRETE SHALL ATTFIN A 28—DAY STRcNGTH OF fc=2,500 P51 AND MIX SHALL
<br />COM1TAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBiC Y/;RD AND SHALL BE
<br />P�40PORTIONED TO PP.ODUCE A SLUI7P OF 5" OR LESS
<br />2. Ai_L CONCREfe WITH SURFACES EXPOSED TO STAN�ING 1'VATER SHALL 6E
<br />AIR—ENTR4:NED �YITH AN AIR—ENTRAINING AGENT CONFORMING TO AST!d C260, C494,
<br />AND C618 TO7AL AIR CONTENT FOR FROST—RESISTAM CONCRETE SHALL Bc IN
<br />ACCORDAVCE �'ATH TABLE 1904.2.1 OF THE INTERNATIONAL BUILDING CODE F.%POSED
<br />C�\CR7E SHALL HAVE A COMPRESSNE STRENGTH OF 2,500 PSI. NO SPEQAL
<br />INSPECTION IS RE�UIRED FOR 2,500 PSI WSTALLED SOLELY TO SATISFY EXVOSED
<br />CONCRE�E REQUIREMENTS.
<br />3. REWFORCING STEEL SHALL CONFORM TO ASTM A615 (WCLUDING SU?PLEMENT S1),
<br />GR'r�E 60, fy=60,000 P51. WELDED WIRE FABRIC SHALL CONFOftM TO ASTM A-185
<br />SFIRAL REINFORCEPdENT SHALL BE PLAIN WIRE CONFORMING TO ASTM 615, GRA�E 60,
<br />fy=60,000 PSI.
<br />4. REWFORCiNG STEEL SHALL 6E DETAILED (INCLUDING HOOKS AND BENOS) IN
<br />ACCORDANCE WITH ACI 375-92 AND 318-02 LAP AL� CONTINUOUS REWPORCEMENT
<br />�{5 AN� S!/ALLER SO BP.R D'�.AM7ERS OR 2'-0" MINIMUM PROVIDE CORNER BARS AT
<br />ALL Y/ALL AND r"OOTI�\'GS INTERSECTIONS LAP CORNER BARS (�5 AND SMALLER 4�
<br />BAR G'.AMETERS OR 2'-0" NINIMU�U. LAPS OF LARGER BARS SHPLL BE NADE IN
<br />ACCORDA�\CE W1-H ACI 318-02, CLASS B LAP ADJACENT MATS OF WELDED W�RE
<br />FAB°IC A NINIM1:U`d OF 8"' AT SIDES AND ENDS.
<br />5. NO 6ARS PARTI4LLY EV3.pD'cD IN HARDENED CONCREfE SHALL BE FlELD BENT
<br />U�l'LESS SPEC:; ICALLY SO Dc AILE� OR APPROVED BY THE SiRUCTUftNL ENGNEER
<br />CONCRRE PP,OTECTICN (COVER) FOR REI�FORCING STEEL SHALL BE AS FOLOWS:
<br />FTGS & OTHER UNFORMED SURFACES CAST AGAINST & PERRIAM1'E�TLY EXPOSEJ
<br />TO EARTH...3"
<br />FORUED SURFACES E%POSED TO EARTH OR WEATHER (j�6 B4R5 OR LARGER)..2"
<br />FOP.MED SUr.FACES EXPOSED TO E4RTH OR YJE.STHER (�5 BARS 0.4
<br />SIlALLER)...1—t/2"
<br />COLUMN TIES GR SPIRFLS AND BEAM STIRRUPS... i�-1/2"
<br />StABS AND WALLS (IMERIOR FACE)...GREATER OF BAR DIAMEfER PLUS 7/n" OR
<br />3/4"
<br />STRUCTURAL STEEL NOTES:
<br />1. STRUCTU�RAL STEEL DESIGN, FABRICATION, & ERECTION SHAI_L BE BASED ON
<br />EI�HER AISC—LRFD, AISC 355, OR AISC—HSS ANO SECTION 2205 2 OF THE
<br />INi=R\ATIONAL 3UILDING CODE
<br />2� A EITHER FISC—LRFD, AISC 355, OR AISC—HSS & SEC�ION 2205.2 OF THE INT'L
<br />BUILDWG CODE
<br />B`.14RC4 7, 2C00 AISC CODE OP STANDARD PRACTICE FOR STEEL BUIL�INGS &
<br />B�4.CGE5, AM1=hDED FS NOTED ly THE CONTRACT �OCUMENTS AND BY THE
<br />D=I_ET:ON Or ?ARAGR?,FH 441
<br />C SFECIFICA�"ION FCP. STRUCTURAL JOWTS USING ASTId A325 OR A490 BOLTS.
<br />3. �'lIDE FL4NGE SHAPES SHALL CONFORM TO ASTM A992, FY=50 K51 OTH6R
<br />nOLLD SHAFES I��C�UCING PL4TE5, S4ALL CONFORM i0 ASTM A3"o, Fy=36 K51.
<br />S�EEL FIPE SHA�_L CCNFCRIL 70 ASiM A-53, i�P� E OR 5, GRACE B, Fy=35
<br />K9 STRJC?UR4L TU31NG SHAL CONFORhf TO ASTM A500. GRADE B, Fy=S6KSl.
<br />CONFJECTION BOLTS SHALL CONFORM TO ASTM A325.
<br />c. FLL 1YcL01�G SHP1L BE IN CONPORMANCE WITH A'�SC AN� A1NS STANDARDS P.ND
<br />51-aLL BE ?tRFORN=D USING E70 XX ELECTRODES. ONLY FRE QUALIFIED
<br />P±ELDS (FS DEFL\'ED EY A.'l/.S.) SHALL BE USED ALL CO�MPLEfE JOINT
<br />PENETRATION GP,OOVE ri'ELDS SHaLL EE h�ADE WITH A R�_LER NATERIkL T�AT
<br />WAS A I/ININ,UM CVN TOUGHNESS OF 2� FT—LBS AT —20 �EGR�ES F, AS
<br />DE7ERMI�ED BY F1Y5 CLASSIFICATION OR IMNUFACTURER CERTIFICHTIO�\.
<br />TOWER/POLE NOTES:
<br />i. VERIFICATION THA7 THE APPLICABLE BUILDING, TOWER, PDLE OR WATER TANK CAV
<br />SUPPORT THE PROPOSED ANTENNA LOADING SIIALL BE PERfORMED BY A
<br />REGISTEftED STftUCTURAL ENGINEER.
<br />2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL
<br />INITIAL AND FUTURE AMENNAS. AMENNA COAX CABLES ARE TO BE SUPPORiED
<br />AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S
<br />REQUIRE�IENTS.
<br />SPECIAL INSPECTIONS REQUIRED:
<br />SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION
<br />CONCRETE CVER 2,5"v0 P51 (SYz SACK MIX) AT 28 DAYS
<br />CGNCRETE PtACEMENT AT SLAB ON GRADE
<br />Y/RITT.EN CERTIFICATION fOR PROPER PLACEMENT OF
<br />RE�NFO�4CE�`dENiS AT SLAB CV GRACE
<br />rOUNDFTIO�� EXCAVATION AND FILL INCWDMG UTILII' TRENCHES
<br />CERTI=ICATIO�`J OF BUILDING PAD, FOUNDATION AND RLL BY
<br />THE GEOTECHNICAL ENGINEE�4 OP THE RECOft�
<br />SYMBOLS:
<br />XO GRID REFERENCE
<br />� DETAIL REFERENCE
<br />� ELEVATION P,EFERENCE
<br />'�J SECTION REFERENCE
<br />��
<br />CENTERLINE
<br />P�ROPERiY/LFASE LNE
<br />Q--- MATCH LINE
<br />� YfORK POINT
<br />GROUND CONDUCTOR
<br />7 TELEPHONE CONDUIT
<br />E ELECTRICAL CONDUIT
<br />A COAXIAL CABLE
<br />—0/H— OVERHEAD SERVICE
<br />CONDUCTORS
<br />�T^�� GROUT OR PLASTER
<br />� (E) BRICK
<br />�r'.�-7r3 (E) MASONRY
<br />� CONCRETE
<br />�` i 'iTr—���I EARTH
<br />�° �o°�� GRAVEL
<br />v'�.T<� PLYWOOD
<br />I:.':�.—�� SAND
<br />� 'iICOD CONTi:VUDUS
<br />� YlODD BLOCKING
<br />�%���7�DDJ STEEL
<br />�N� NEW
<br />�E� EXISTING
<br />Q NEYJ ANTENNA
<br />o� EXISTING ANTENNA
<br />� GROUND ROD
<br />-�� GROUND BUS BAR
<br />• MECHANICAL GRND. CONN.
<br />■ CADWELD
<br />� GROUND ACCESS WELL
<br />�E ELECTRIC BOX
<br />�T TtLEPHONE BCX
<br />� LIGHT POLE
<br />Q FND. NONUMENT
<br />� SPOT EL_NATION
<br />� SET POINT
<br />0 REwsioN
<br />� VERIFICATIONS OF l;11LL REPORT
<br />� IDEN'IFICATION OF STE"cL A�dD AT JGB SITE
<br />� ADHESIVE BOLTS IN CONCREfE OR M1IASONRY
<br />� ANCHCR BOLTS INS?AL�TiON AND PL4CEMENT IN
<br />CONCREfE
<br />� HICH STRENGTH BOLT�:NG
<br />SUBMiTTAL DOCUIIENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SU6�SiTTED 70 THE ARCHITECT OR ENGINEER OF P.ECORD.
<br />1VH0 SHALL P,EVIEVf THEId P.ND FOR'!lARD THEM TO TEE B'uILDIfJG OPRCIAL Y/ITH A NO?ATION INDICATING THAT THE DEFERRED
<br />SUBh;ITTAL DOCU\SENTS HPVE BEEN REVIE'NED AND TF!AT THEY FiAVE BEEN PCUND TO BE IN GENERAL CONFC�Rt.tAI�CE WITH
<br />7HE DESIGN OF THE 6UILDWG. THE DEFERRED AND SUBNIT7AL ITE!dS SnkLL kOT B'c INSTALLED UNTiL THE�R DESIGN A�dD
<br />SUBMITTAL DOCU`,t'cNiS HFVE BEEN APPROVED BY THE BIiILDING OFPICiAL.
<br />TF� IIdFORN<�TION CG'�i�dNED IN T�6 S� OP CC�VSTRUCTION DOCUMENTS 5 PFlOFFI=7ARY 3Y P.aT'JP,E =�.fCY 115E CR GISCLOSURE OTHER THAN THAT N'HICH RELATES TO Ca.P,RIE3 SEn'VCES IS S4ICTLY P�r.CHBIT�C.
<br />� SPRAYED —ON— FIREPROOFING
<br />� STRUCTURA� MASONRY
<br />� PRESTRESSED CONCRE7E
<br />� ALL PIELD YIELDMG
<br />� REINFORCING PIACEMENT
<br />❑ DESIGNER SPECIF;ED (SEE SNE���__)
<br />❑ OTHER
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<br />PPCiiIC iELCtOM SERVICES. LLC
<br />4072 � REGISTERED
<br />ST4TE OF YlASHINGTON
<br />� EXP.02-78-15 �
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<br />REVISIONS
<br />No. o�rE oEscRiPrion iNrtw�
<br />A JS/'.C/13 �SSUED FO�R PC� REVIEW AF
<br />8 �6/25/IS REVISEO PRELIM CD PHD
<br />0 J3/C'/13 ISSUED FOR FINAL C� AF
<br />i oa/m/ia a:v,s�n Flrui a.vsaucnos o�cuM�s aHo
<br />2 io/os/ia eTsm nr:� �ovsr�u�twx oauMc�s Pno
<br />} 10�14�11 Fl1SE➢ Fl11ll LO�Y�TiUL110N WCUMFNR PHD
<br />a n/n/u rnsm nwi co�usmuonos eecuu.wrs ss
<br />5 ot/JS/14 K:11SiD Fl�kl CO�Yi1PUCiICN SCUNEMS KB
<br />NOT FOR CCNSTRUCTION UNLESS
<br />LAEELED AS CONSTP,UCTION SET
<br />SHEET TITLE
<br />GEV=RAL �'OTES & SYMBOLS
<br />S'riEET NUMBER
<br />�-2
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