|
A. GENERAL C. CONCRETE 13. ANCHORING:ALL ANCHOR BOLTS,REINFORCING STEEL,
<br /> DOWELS,INSERTS,ETC.,SHALL BE WELL SECURED IN
<br /> 1. PRECEDENCE:UNLESS OTHERWISE SHOWN OR 1. STRENGTH:CONCRETE FOR THE PROJECT SHALL HAVE POSITION PRIOR TO PLACING CONCRETE.NOSPEC e
<br /> THE FOLLF ON THESE GENERALIED,THE FOLLOWING NOTES SHALL THEG OF28DAYS:FOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT REPOSMON14. SLABS SHALL BE SPG RING AYED EDONCRETE POUR WITH A CURING(S COMPOUND D. T Mobile-
<br /> APPLY.IF INFORMATION ON THESE DRAWINGSSHALL HAVE AGE ■ ■
<br /> LOCATION STRENGTH WT. SLUMP IMMEDIATELY AFTER FINISHING.CURING COMPOUNDS CREEK PKWY N
<br /> A. ALL DIMENSIONS TO TAKE PRECEDENCE OVER ADMIXTURE USED ON CONCRETE WHERE TILE OR FLOOR COVERING 19807 BOTHELL,
<br /> NORTH,WA 98011
<br /> SCALE SHOWN ON PLANS,SECTIONS AND DETAILS. SLAB&FOOTING 3000psl 150pcf 4" IS TO BE BONDED TO THE CONCRETE SURFACE SHALL BE
<br /> NONE APPROVED BY THE TILE OR FLOOR COVERING
<br /> B. NOTES AND DETAILS ON DRAWINGS SHALL TAKE MANUFACTURER.KEEP SLAB WET FOR 7 DAY MINIMUM
<br /> PRECEDENCE OVER GENERAL NOTES AND TYPICAL 2. INSPECTION:CONCRETE WITH SPECIFIED STRENGTH PERIOD.
<br /> DETAILS. GREATER THAN 25000 SHALL BE CONTINUOUSLY
<br /> INSPECTED DURING PLACEMENT BY A DEPUTY 15. CONSOLIDATION:ALL CONCRETE SHALL BE VIBRATED AS smart'i n �
<br /> C. MATERIAL NOTES AND SPECIFICATIONS ON THE INSPECTOR EMPLOYED BY A TESTING LABORATORY IT IS BEING PLACED WITH ELECTRICALLY OPERATED
<br /> DRAWINGS SHALL TAKE PRECEDENCE OVER THE APPROVED BY THE BUILDING DEPT. VIBRATING EQUIPMENT.
<br /> SPECIFICATIONS.
<br /> 3. REBAR GRADES:REINFORCING STEEL SHALL BE CLEAN D. TIMBER 11232 120TH AVE NE,SUITE 204
<br /> 2. OTHER TRADES:SEE THE ARCHITECTURAL DRAWINGS PREFORMED BARS CONFORMING TO ASTM A615 AS KIRKLAND.WA 98033
<br /> FOR ALL DIMENSIONS NOT SHOWN. FOLLOWS: 1. ALL FRAMING LUMBER FOR 4X AND LARGER BEAMS
<br /> SHALL BE NO.1 GRADE DOUGLAS FIR.,S45,UNLESS
<br /> 3. GENERAL DETAILS AND NOTES ON THESE SHEETS SHALL #4&SMALLER BARS GRADE 40 NOTED OTHERWISE.
<br /> APPLY UNLESS SPECIFICALLY SHOWN OR NOTED #5&LARGER BARS GRADE 60 I N F I N I G Y
<br /> OTHERWISE.CONSTRUCTION DETAILS NOT FULLY ALL BARS AT CAISSON FOOTING...GRADE 60 2. ALL FRAMING LUMBER FOR 2X RAFTERS AND JOISTS
<br /> SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHALL BE NO.2 GRADE DOUGLAS FIR,S45,UNLESS FROM ZERO T O N F I N I G Y
<br /> SHOWN FOR SIMILAR CONDITIONS. 4. FOUNDATIONS&SLABS:TYPE V.LOW ALKAU, NOTED OTHERWISE.
<br /> CONFORMING TO ASTM C-150.PIER/CAISSON FOOTINGS: the solutions are endless
<br /> 4. SHORING:IT SHALL BE THE RESPONSIBILITY OF THE TYPE V,LOW ALKALI,CONFORMING TO ASTM C-150. 3. STRIPPING,BLOCKING,BACKING AND OTHER 2500 W.HIGGINS RD.STE.500
<br /> CONTRACTOR TO INSTALL ALL TEMPORARY BRACING NON-STRUCTURAL LUMBER SHALL BE NO.2 OR STD& HOFFMAN ESTATES,IL 60169
<br /> AND SHORING TO INSURE THE SAFETY OF THE WORK 5. AGGREGATE:USED IN THE CONCRETE SHALL CONFORM BTR GRADE DOUGLAS FIR,S45.2X4 STUD WALLS SHALL JOB NUMBER 4106-00004-C
<br /> UNTIL IT IS COMPLETED.THIS INCLUDES UNDERPINNING TO ASTM C-33.USE ONLY AGGREGATES KNOWN NOT TO BE D.F.STANDARD&BTR.
<br /> EXISTING FOOTINGS WHERE APPLICABLE. CAUSE EXCESSIVE SHRINKAGE.THE MAXIMUM SIZE 1
<br /> AGGREGATE IN CONCRETE WORK SHALL BE THE 4. ALL BEAMS,JOISTS AND RAFTERS SHALL BE INSTALLED
<br /> 5. SAFETY:THESE DRAWINGS REPRESENT THE FINISHED FOLLOWING: WITH CROWN SIDE UP. T-MOBILE SITE:
<br /> STRUCTURE.UNLESS OTHERWISE INDICATED,THEY DO SE01452A
<br /> NOT INDICATE THE METHOD OF CONSTRUCTION. A. FOUNDATIONS&SLABS 9"OR LESS:3/4"GRAVEL 5. ROOF PLYWOOD SHALL MATCH EXISTING PLYWOOD
<br /> B. PIER/CAISSON FOOTING:1"GRAVEL SHEATHING WITH A SPAN INDEX RATIO 32/16.EDGE NAIL DELTA-EVERETT HOUSING
<br /> l 6. WATERPROOFING:WATERPROOFING AND DRAINAGE WITH8d AT 6"O.C.UNLESS NOTED OTHERWISE ON PLANS. AUTHORITY-SE54XCO9O
<br /> NOTICE ACA U TI O N ®W A R N I N Ge" DETAILS OR SPECIFICATIONS SHOWN IN THESE 6. SHALL BE CLEAN AND FREE FROM DELETERIOUS FIELD NAIL WITH ed AT 12 O.C.
<br /> DRAWINGS ARE FOR GENERAL INFORMATIONAL AMOUNT OF ACIDS,ALKALIS,ORGANIC MATERIALS AND
<br /> PURPOSES ONLY.CONTRACTOR TO NOTIFY THE SHALL BE SUITABLE FOR HUMAN CONSUMPTION. 6. PLYWOOD SHEETS SHALL BE LAID WITH THE FACE GRAIN 2605 15TH STREET
<br /> T-MOBILE CONSTRUCTION MANAGER AND THE PERPENDICULAR TO SUPPORTS AND WITH THE EDGES
<br /> ARCHITECT IF ANY INADEQUATE OR IMPROPER 7. MIXING:PREPARATION OF CONCRETE SHALL CONFORM STAGGERED.UNLESS NOTED OTHERWISE ON THE EVERETT,WA 98201
<br /> CONDITIONS. TO ASTM C-94.NO MORE THAN 90 MINUTES SHALL PLANS. SNOHOMISH COUNTY
<br /> ((çj)))
<br /> `` `` ELAPSE BETWEEN CONCRETE BATCHING AND CONCRETE
<br /> Op C<<e'�� B. STEEL PLACEMENT UNLESS APPROVED BY A,ESTING AGENCY. 7. PLYWOOD SHALL BE GRADE MARKED BY DFPA,TECO,OR
<br /> . `. PTL AND SHALL CONFORM TO PS 1-83.
<br /> 1. ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE 8. SEGREGATION OF AGGREGATES:CONCRETE SHALL NOT
<br /> Beyond this point: MEMBERS SHALL CONFORM TO ASTM A-36 AND BE BE FLOPPED THROUGH REINFORCING STEEL(AS IN 8. THE MAXIMUM MOISTURE CONTENT OF ALL LUMBER
<br /> Radio frequency fields beyond Beyond this point: FABRICATED IN ACCORDANCE WITH THE SPECIFICATIONS WALLS,COLUMNS,CAISSON,AND DROP CAPITALS)SO AS SHALL NOT EXCEED 24%AT THE TIME OF INSTALLATION.
<br /> 9 Y y Radio frequency fields at this
<br /> thispoint may exceed the FCC Radio frequency fields at this site OF THE AISC. TO CAUSE SEGREGATION OF AGGREGATES.USE
<br /> Y may exceed FCC rules for human site exceed FCC rules for human
<br /> general public exposure limit. Y exposure. HOPPERS,CHUTES,TRUNKS OR PUMP HOSE SO THAT 9. MINIMUM NAILING SHALL COMPLY WITH TABLE 23-1-q OF 66'-0"ROOFTOP
<br /> exposure. 2. ALL BOLTS SHALL CONFORM TO ASTM A307 UNLESS THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT BUILDING CODE.ALL NAILS SHALL BE COMMON WIRE
<br /> Obey all posted signs and sae guidelines For your safely,obey all posted signs n and Failure to obey a1 posted signs and
<br /> for working In radio frequency sloe guidelines for working in radio site guidelines for working In OTHERWISE NOTED ON PLANS.HIGH STRENGTH BOLTS EXCEED5 FT. NAILS.
<br /> environments. result
<br /> frequency environments could result in
<br /> frequency environments. serious Injury. SHALL CONFORM TO ASTM A-325 DRAWINGS ISSUED FOR:
<br /> °,°,,,,a,,,,,,d.,,°,,,,,,,,„,�,,,,,e°,,,,,,-a "®y_-,-,..,„„,,,,,,,,,,,,,, ,•,,,,,,o,,,,,,,"„ „..,.... 9. SPLICES OF REINFORCING STEEL SHALL BE LAPPED A 10. ALL BOLTS SHALL HAVE STANDARD CUT WASHERS
<br /> '^ ^"�"""" "°°^-•'^'•�"""'°`°' "°°"�"-. "' 3. STEEL PIPE COLUMNS SHALL BE GRADE"B" MINIMUM OF 30 DIAMETERS AND SECURELY WIRED UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH REV. DATE DRAWN DESCRIPTION HOC
<br /> ° °
<br /> T Mobile CONFORMING TO ASTM A53. TOGETHER.SPLICES OF ADJACENT REINFORCING BARS WOOD.
<br /> ' o t41t1Cbile ° ° °, SHALL BE STAGGERED WHEREVER POSSIBLE. A 04n3,21 RCD PRELIMINARY REVIEW ER
<br /> 4. STEEL TUBING SHALL BE GRADE"B"CONFORMING TO 11. LAG BOLTS SHALL BE SCREWED INTO PLACE,NOT B o5n0/21 CAP PREUMNARY REVIEW ER
<br /> PART NO.TMO142862 PART NO.TMO 142851 PART NO.TMO1 45771 ASTM A500. 10. REAR CLEARANCE:MINIMUM COVERAGE FOR JOISTS, DRIVEN.LAG BOLTS SHALL BE INSTALLED IN • - -- •
<br /> BEAMS,GIRDERS AND COLUMNS SHALL BE TO FACE OF PRE-DRILLED HOLES WITH A DIAMETER EQUAL TO 75% 0 0526/21 CAP 100%CONSTRUCTION ER
<br /> 5. ALL WELDING SHALL BE DONE BY THE SHIELDED ARC STIRRUPS OR TIES.UNLESS OTHERWISE NOTED, DIAMETER OF BOLT.
<br /> METHOD.ALL WELDERS SHALL BE PROPERLY QUALIFIED CONCRETE COVERAGE FOR REINFORCING BARS TO
<br /> AND BE PRE-APPROVED.SURPLUS METAL SHALL BE FACE OF BAR SHALL BE AS FOLLOWS: 12. CONNECTORS:ALL SHEET METAL FRAMING _
<br /> DRESSED OFF TO SMOOTH,EVEN SURFACES WHERE CONNECTORS SHOWN IN THE PLANS SHALL BE STRONG
<br /> T/ .\ WELDS ARE NOT EXPOSED TO VIEW.ALL WELDING SHALL A. CONCRETE IN CONTACT WITH EARTH,UNFORMED CONNECTORS AS MANUFACTURED BY THE SAMSON
<br /> O O COMPLY WITH THE LATEST A.W.S.SPECIFICATIONS. 3" COMPANY.SUBSTITUTIONS MAY BE MADE WHEN
<br /> e
<br /> ® NOTICE ® ° B. CONCRETE IN CONTACT WITH EARTH,FORMED 2"C. WALL EXTERIOR FAC APPROVED BY THE STRUCTURAL ENGINEER.
<br /> GUIDELINES FOR WORKING IN
<br /> T Mobile 6. A.E 250 AMP WELDERS FOLLOWING . D.
<br /> EQUIPMENT MUST BE USED: D. WALL,INTERIOR FA EE 1"1/2 13. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT
<br /> RADIO FREQUENCY ENVIRONMENTS B. ROD OVENS. E. STRUCTURAL SLABS 3/4" WITH MASONRY OR CONCRETE SHALL BE WOLMANIZED t
<br /> {ER 1
<br /> AS AI personnel should have eleccoorragnegeenergy C. GRINDERS. F. JOISTS 3/4" PRESSURE TREATED LUMBER OR A NATURALLY DECAY AS/0 .{',�,y�
<br /> IEME)awareness barring. IN CASE OF AN EMERGENCY G. BEAMS,GIRDERS&COLUMNS 1-l/Z' RESISTANT LUMBER SUCH AS REDWOOD OR CEDAR. - 4,pA'F�
<br /> AAIparaopostenco,ng m,s ete mainaa„mwa.a. CALL 7. NO BUZZ BOXES SHALL BE USED. 4 � J/ ,`• . O
<br /> ®°bey al peered ugna. 11. PENETRATIONS:NO SLEEVES OR CHASES SHALL BE 14. ALASKAN YELLOW CEDAR GLUE-LAMINATED BEAMS us 7'_ x
<br /> A Assu Before
<br /> all antennasor are acuae. 8. ALL STRUCTURAL STEEL SHALL HAVE MILL PLACED IN BEAMS,SLABS,WALLS AND COLUMNS, A. LUMBER SPECIES:ALASKAN YELLOW CEDAR(A.C.) -/
<br /> ®apprrpnat.working on antenna.,nobly owners and dsaNa g g g 6 6 2 46 6 2 CERTIFICATION.MILL CERTIFICATION SHALL BE KEPT ON EXCEPT THOSE SHOWN ON THE PLANS.CONTRACTOR CONFORMING TO 20E-V12 ;/
<br /> appropriate aan.mia.r.. THE JOB SITE FOR EXAMINATION BY THE DESIGN SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATIONS OF B. STRENGTH PROPERTIES: 6/2/B
<br /> A human minimum J tem clearance frontal antennae.
<br /> ADo not stop in front of antennas. ENGINEER AND THE CITY INSPECTOR. ANY ADDITIONAL SLEEVES OR CHASES.ALL PLUMBING, Pb BOTTOM FIBER BENDING STRESS 2000psI MIN. 40190 <4�
<br /> A Lie.persona RF monitors Okla wonting near antennas. ELECTRICAL AND MECHANICAL OPENINGS SHALL BE Pb TOP FIBER BENDING STRESS 1000psi MIN. _ -3„.,�4�GISTI;KF'� `÷�
<br /> A Nova.operate oanemmers'ie.shields during Site No: SE01452A 9. ALL HIGH STRENGTH BOLTS SHALL HAVE MILL SLEEVES.CORING IS NOT ALLOWED UNLESS PRIOR Fv SHEAR STRESS 190ps1 MIN. S•t7 <JG ,
<br /> norms operation. CERTIFICATION.MILL CERTIFICATION SHALL BE KEPT ON APPROVAL IS OBTAINED FROM THE STRUCTURAL Fc COMPRESSION STRESS PERPENDICULAR TO /1NAL\%
<br /> ADo not operate base eu,lon antennas:t equipment room.o DELTA-EVERETT HOUSING THE JOB SITE FOR EXAMINATION BY THE INSPECTOR. ENGINEER. GRAIN 560psi MIN. ")r-, -
<br /> Site Name: C. MODULUS ELASTICITY 1400ks1 MIN.
<br /> •_ ' AUTHORITY-SE 54XC090 O 10. STEEL THAT HAD BEEN WELDED,CUT OR SCRATCHED IN 12. EMBEDDED ITEMS:CONDUIT PLACED IN A CONCRETE D. CAMBER TO RADIUS OF 1600°U.O.N.
<br /> THE FIELD SHALL BE TOUCHED UP WITH COLD SLAB SHALL NOT HAVE AN OUTSIDE DIAMETER GREATER E. ALL GLB'S SHALL BE FABRICATED WITH EXTERIOR
<br /> PART NO.TM0130956 L` -.1 GALVANIZING PAINT. THAN 1/4 THE THICKNESS OF THE SLAB.CONDUIT SHALL GLUE. SHEET TITLE 1'40" _ _ I NOT BE EMBBEDED IN A SLAB THAT IS LESS THAN 3-1/2" F. MANUFACTURE OF GLB'S SHALL CONFORM TO THE
<br /> 11. WELDING INDICATED IN THESE DRAWINGS IS DESIGNED THICK,UNLESS SLAB IS LOCALLY THICKENED.MINIMUM UBC. SPECIFICATIONS
<br /> FOR ONE HALF OF ALLOWABLE CODE STRESSES UNLESS CLEAR DISTANCE BETWEEN COUNDUITS SHALL BE SIX G. GLU-LAM MATERIAL SHALL BE IN ACCORDANCE WITH
<br /> NOTED"FULL STRESS"AT END OF WELD SYMBOL INCHES. ANSI/AITC A190.1 AND ASTM D3737. &NOTES
<br /> CITY OF EVERETT SHEET NUMBER REVISION
<br /> 2 SIGNAGE SPECIFICATIONS 1 STRUCTURAL SPECIFICATIONS REVIEWED FOR PERMIT T-3 0 r6\\ee)
<br />
|