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NOTe: No?E: MONOPOLE REINFORCEMENT KIT <br /> PANEL ANTENNA LAYOUT 8 OTHER INSTALL MONOPOLE REINFORCING KIT PER <br /> '� APPURTENANCE LOCATIONS ARE BASED MANUFACTURER'S RECOMMENDATIONS MANUFACTURER SITE PRO 1 <br /> ON ARCHITECTURAL DRAWINGS DATED j MODEL PRK-1245 <br /> 2/23/2017&PREPARED BY B,1 THOMAS,PE. / /���" POLE DIAMETER 12"-45" <br /> T Mobile � <br /> WEIGHT 464.911bs ■ ■ ■ ■ ■ <br /> ' 8 OBRACK TP(TYP)f <br /> PLANS PREPARED BY: <br /> �TOP OF(E)MONOPOLE _ I -(E)OTHER CARRIER'S ANTENNAARRAY �RING MOUNT WELDMENT(TYP) <br /> 130'-0"AGL ii � � 5/8"ID THREADED ROD W/(2)LOCKWASHERS �COPIN er7i STONi <br /> � .��j� � �I I � �� ��.a��FeR�ro.i..c_ <br /> ��i � �8(2)A325 HEX NUTS(fYP) <br /> �/�''j RAD CENTER OF(E)OTHER CARRIER ANTENNAS � n I��, / <br /> Y 'IZE�-O"AGL i / 16928WOO�INVILLE-REDMONDRDNE,SUITE210 <br /> REINFORCEMENT WOODINVILLE,WA98072 <br /> ANGLE KIT PHONE:425.487.1732 <br /> CNP!�� � NN�IW.CORNERSTONE{NC,R.COM <br /> \ <br /> �� PROJECT INFO: <br /> � �� A SE01513A <br /> � <br /> � <br /> � <br /> SHEELER/EVERETT <br /> I -(E)OTHER CARRIER ANTENNA ARRAY 2408 39TH STREET <br /> �� -(E)(1)COVP MOUNTED TO(E)PIPE MAST <br /> EVERETT,WA 98201 <br /> RAD CENTER OF(E)ATBT ANTENNAS I � ATTACHED TO(E)RING MOUNT <br /> �100'-0"AGL � aL�'� SNOHOMISH COUNTY <br /> I �ii I�r -(E)(3)FRIG(1 PER SECTOR)MOUNTED TO B <br /> CROSSOVER PLATE / '-' � -' � <br /> I I (E)PIPE MAST ATTACHED TO(E)T-ARM � ISSUED FOR: <br /> (E)T-MOBILE T-ARM MOUNT� 'I I i � � SB"PI�3/4"HDG A325 <br /> T-BRACKET 1/2"OJx6 1!2"HDG HEX BOLT GR5 FULL r <br /> � PROPOSED(3)(1 PER SECTOR)FHFB MOUNTE� -� � THREAD W/(2)HDG USS FLATWASHERS, � '�HEX BOLT W/HDG A325 PERMIT <br /> (E)(6)TMA'S(2 PER SECTOR) � � BEHIND(E)CENTER ANTENNA PIPE MAST � � (1)HDG LOCKWASHER 8 HDG HEAW 2H FLATWASHER,HDG <br /> MOUNTED BEHIND ANTENNAS�� �I! ' � HEX NUT(TYP) I LOCKWASHER&HDG �REV::DATE:-1SSUED FOR: BY� <br /> (E)T-MOBILE ANTENNAS,TYP.OF 3 PER SECTOR � \ ' A325 HEX NUT(TYP) <br /> �RAD CENTER OP(E)_T-MOBILE ANTENNAS � ' r� (E)T-ARM MOUNT-% / <br /> 85'-0"AGL p�i�,j � <br /> `���� � J j\� ��/` 5/8"0x2"HDG HEX BOLT GRS T-BRACKET �� /• 5/8"Ox2"HDG HEX <br /> TOWER SPLICE ! f_,II. � REINFORCEMENT ` � BOLT GR5 W/HDG <br /> /` - � W/HDG LOCKWASHER& LOCKWASHER 8 HDG <br /> 80'-0"AGL I I I I ANGLES DETAI L A HDG HEAW 2H HEX NUT DETAIL B HEAVY 2H HEX NUT <br /> � -ADD SITE PR01 MONOPOLE REINFORCEMENT KIT <br /> #PRK 1245 TO(E)MONOPOLE T-ARM MOUNT U PGRADE KIT DETAI L � Q 0427-17 PERMIT SUBMITfAL JEG <br /> ��RAD CENTER OF(E)OTHER CARRIER ANTENNAS I;�I I�, I 22x34 SCALE:1"=1'-0" 11x17 SCALE:1/2"=t'-0" rDRAWN BY:—CHK.: APV.: <br /> Y 70'-0"AGL I� � L JEG PCL JDG <br /> (E)OTHER CARRIER'S ANTENNA ARRAY GENERAL STRUCTURAL STEEL <br /> CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABiLITY AND ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE �CURRENT ISSUE DATE: <br /> TEMPORARY BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND REQUIREMENTS OF CHAPTER 22 OF THE INTERNATIONAL BUILDING CODE O4-Z7-�7 <br /> STIFFENERS ARE SAFELY INSTALLED. 2015 UNLESS NOTED OTHERWISE. <br /> DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. STRUCTURAL MATERIAL:(UNLESS NOTED OTHERWISE) LICENSURE: <br /> WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED,BUT ARE OF A CHANNELS,CONNECTION MATERIAL, -ASTM A36 <br /> SIMILAR CHARACTER TO DETAILS SHOWN,SIMILAR DETAILS OF EMBEDDED ITEMS,ANGLES, pN D. <br /> CONSTRUCTION SHALL BE USED,SUBJECT TO REVIEW AND APPROVAL BY BASE PLATE,6 MISC.STEEL P�dr wASyG�B <br /> THE ENGINEER. STRUCTURAL PIPE -ASTM A53,GRADE 6 2��' L � �c��'a <br /> _ °�` i4� p z <br /> STRUCTURAL DRAWIKGS SHALL BE USED IN CONJUNCTION WITH ALL WELDING SHALL BE DONE USING 70KSI LOW HYDROGEN ELECTRODES � <br /> � (E)130'-0"HIGH q �a3=" <br /> � STEEL MONOPOLE ARCHITECTURAL AND ELECTRICAI DRAWINGS FOR BIDDING AND AND WELDING SHALL CONFORM TO AWS D1.1/D1.1M200B.WHERE FILIET ��.��ss�e���e�Q' <br /> � CONSTRUCTION. WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE 5.8 F� � <br /> � IN AWS D1.1/Dt.1M2008. �"���2����� <br /> CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS,ELEVATIONS AND <br /> DETAILS PRIOR TO FABRICATION OR CONSTRUCTION. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A325 JURISDICTIONAL APPROVAL: <br /> BOLTS AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED <br /> CODE OTHERWISE.ALL BOLTED CONNECTIONS REQUIRE THE USE OF ASTM F436 <br /> ALL MATERIALS,WORKMANSHIP,DESIGN AND CONSTRUCTION SHALL WASHERS AT BOTH BOLT HEAD AND NUT.SHIM WASHERS SHALL BE USED <br /> CONFORM TO THE DRAWINGS AND THE INTERNATIONAL BUILDING CODE FOR ALL BOLTED CONNECTIONS TO INCLINED SURFACES. <br /> (IBC),2015 EDITION. STANDARDS WHERE REFERENCED ON THE DRAWINGS <br /> SHALL BE THE LATEST EDITION. ALL STEEL SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM <br /> DESIGN LOADS A123. <br /> RISK CATEGORY=II <br /> WIND LOAD:(OTHER S7RUCTURE) <br /> BASIC WIND SPEED=110 MPH(3SECOND GUST) PROPRIETARY INFORMATION: <br /> ' EXPOSURE'C" <br /> (E)OTHER CARRIER TOPOGRAPHIC FACTOR=1.0 00 NOT SCALE DRAWINCaS.CONTRACTOR MUST VERIFY <br /> EQUIPMENT SHELTER� � -(E)OTHER CARRIER EQUIPMENT SHELTER ALL DIMENSIONS AND A�VISE CONSULTANTS OFPNY <br /> / SEISMIC LOAD:(COMPONENTS) ERRORS ANO OMISSIONS.ALL PREVIWS ISSUES OF THIS <br /> \ � ' Sm=0.8839 So�=0.503g �RAWING ARE SUPERSEDED BY THE LA7EST REVISION. <br /> SITE CLASS'D'(ASSUMED) THE INFORM/1TION CONTAINE�IN THIS SET OF OOCUMENTS <br /> � IMPORTANCE FACTOR=1.0 IS PROPRIEfARY BY NATURE.ANY USE OR�ISCAQSURE <br /> � OTMER THAN WHICH IS RELATED TO NAMED CLIENT IS <br /> (E)CHAIN-LINK FENCE W/ �'� SEISMIC DESIGN CATEGORY"D" srnicnrvveoriierrao. <br /> 8AR8 WIRE&PRIVACY SLATS DRAWING TITLE: <br /> r j T----�-----�-$�-�---���� - , i-(E)T-MOBILE EQUIPMENT <br /> I ; i" � '��k , I ' MOUNTED ON CONCRETE SLAB STRUCTURAL NOTES, <br /> � i i ' F ELEVATION�DETAILS <br /> �GRADE REF i . J _ �s_._ . _ _i _ <br /> �0'-0"(ASSUMED) <br /> DRAWING NUMBER: <br /> S-1 0 <br /> SOUTH,ELEVATION,�X,�S��E:,�,6�=,�-0• 3 STRUCTURAL NOTES7SCALE:NTS � <br /> CEI JOB NUMBER:L1900 CAP ADD 17-06022 <br /> � . _ - <br />