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CLIENT:
<br /> STRUCTURAL NOTES
<br /> (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) Mobile
<br /> CODE � � m m m
<br /> ALL MATERIALS,WORKMANSHIP,DESIGN,AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS,
<br /> SPECIFICATIONS,AND THE INTERNATIONAL BUILDING CODE(IBC),2021 EDITION.SPECIFICATIONS AND STANDARDS
<br /> WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION.
<br /> DESIGN LOADS-EXISTING BUILDING
<br /> IMPLEMENTATION TEAM/CLIENT:
<br /> DEAD LOADS:
<br /> EXISTING ROOF 96 PSF
<br /> LIVE LOADS: LYN
<br /> ROOF(SNOW LOAD) 25 PSF
<br /> EARTHQUAKE LOADS:
<br /> EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7-16 SECTION 12.8.
<br /> SITE CLASS D(ASSUMED)
<br /> L3x3x1/4 KICKER BRACE
<br /> SHORT PERIOD SPECTRAL RESPONSE ACCEL(Ss) 1.245
<br /> ONE SECOND SPECTRAL RESPONSE ACCEL(SJ 0.442 RELOCATED GAMMA SECTOR DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL
<br /> SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCEL(SDS) 0.996 ANTENNAS AND ANCILLARY DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR
<br /> ONE SECOND DESIGN SPECTRAL RESPONSE ACCEL(Sd 0.547 EQUIPMENT PER ARCH OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK
<br /> RISK CATEGO RY II --__ SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN
<br /> _ _ APPROVAL.ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE
<br /> SEISMIC IMPORTANCE FACTOR(IE) 1.0 ___ ___ _____ SUPERSEDED BY THE LATEST REVISION.ALL DRAWINGS AND
<br /> SEISMIC DESIGN CATEGORY D -- -_-_ _--_ SPECIFICATIONS REMAIN THE PROPERTY OF LYNX
<br /> _-_-_ _- -- CONSULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE
<br /> WIND LOADS: Li _ _ ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF
<br /> ----- THIS PROJECT.
<br /> BASIC WIND SPEED(3 SECOND GUST)FOR RISK CAT II 98 MPH 2
<br /> EXPOSURE B -
<br /> Kn 1.0
<br /> DESIGN LOADS
<br /> ANTENNAS,ANCILLARY EQUIPMENT,PIPE MOUNTS,&HARDWARE: 500 LBS/PIPE MOUNT EXISTING T-MOBILE SLEEPERS ENGINEERING
<br /> STATEMENT OF SPECIAL INSPECTIONS
<br /> 250 4TH AVE. S., SUITE 200
<br /> EDMONDS, WASHINGTON 98020
<br /> SPECIAL INSPECTIONS ARE REQUIRED AS INDICATED IN THE FOLLOWING TABLE.THE CONTRACTOR SHALL SUBMIT A PHONE (425) 778-8500
<br /> WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF FAX (425) 778-5536
<br /> WORK IN ACCORDANCE WITH CHAPTER 1704.4 OF THE IBC.
<br /> STRUCTURAL OBSERVATION OF THE STRUCTURAL SYSTEM BY THE ENGINEER IS NOT REQUIRED.
<br /> FREQUENCY AND DISTRIBUTION OF REPORTS-INSPECTION REPORTS SHALL BE PROVIDED FOR EACH DAY ON SITE BY
<br /> SPECIAL INSPECTOR.STRUCTURAL OBSERVATION REPORTS SHALL BE PROVIDED AFTER EACH OBSERVATION.REPORTS .111M7111'
<br /> SHALL BE DISTRIBUTED TO THE CONTRACTOR,ARCHITECT,ENGINEER AND BUILDING OFFICIAL. O PARTIAL ROOF FRAMING PLAN © ROOF WA�f� �
<br /> SPECIAL INSPECTION o
<br /> SCALE: 1/4"=1'-0"
<br /> 2-4- 0 2'0" 4'0"
<br /> 77
<br /> CONCRETE
<br /> OPERATION CONT PERIODIC REMARKS
<br /> 2"SCH 40 PIPE(2 OD)W/SITEPRO �ssaey ti ti
<br /> SCX2-K CROSS OVER
<br /> MOUNT �`yIONAL
<br /> ADHESIVE AND MECHANICAL ANCHORS X CONNECTION AT VERTICAL PIPE MAST
<br /> I
<br /> NOTE:
<br /> ALL ITEMS MARKED WITH AN"X"SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17.SPECIAL
<br /> INSPECTION SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER.THE 5/8"0 THRU-BOLT REV DATE DESCRIPTION
<br /> ARCHITECT,STRUCTURAL ENGINEER,AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL
<br /> RESULTS.ANY INSPECTION FAILING TO MEET THE PROJECT SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT ANTENNAS PER ARCH DWGS.ATTACH
<br /> TO THE ATTENTION OF THE DESIGN TEAM. - - -
<br /> TO PIPE MAST W/MOUNTING
<br /> Ur HARDWARE PROVIDED BY MFR
<br /> STRUCTURAL STEEL 3
<br /> 2 1/2"SCH 40 PIPE(2 7/8"OD),TYP
<br /> STRUCTURAL STEEL DESIGN,FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC"SPECIFICATION
<br /> FOR THE DESIGN,FABRICATION,AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS",LATEST EDITION. u
<br /> Q ZD
<br /> SHAPES SHALL CONFORM TO ASTM A992,Fy=50 KSI. �p
<br /> PLATES,ANGLES,AND RODS SHALL CONFORM TO ASTM A36,Fy=36 KSI.
<br /> STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE B,Fy=46 KSI. BRACE PER PLAN
<br /> STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B,Fy=35 KSI.
<br /> BOLTS CONNECTING STEEL MEMBERS SHALL CONFORM TO ASTM A325-N.BOLTS SHALL BE 3/4"0 MINIMUM,UNO - - -
<br /> ANCHOR BOLTS SHALL CONFORM TO ASTM A307.
<br /> NOTE:
<br /> CONTRACTOR SHALL PROVIDE CONNECTION ADJUSTMENT TOLERANCES TO SATISFY THE REQUIREMENTS OF AISC SITE PRO-1 WMA 300 EXISTING SLEEPER ANCHORAGE 15(2)ROWS OF - PI RMIT SUBMITTAL
<br /> MANUAL OF STEEL CONSTRUCTION. W/(2)HILTI KH-EZ 3/4"0 THREADED RODS @ 1'-6"OC.
<br /> UNLESS SPECIFIED AS STAIN LESS STEEL,ALL STEEL MEMBERS,SHAPES,BOLTS,AND ACCESSORIES EXPOSED TO 5/8"0 x 3 1/2"SCREW COUNTER-SINK NUT AND WASHER INTO TOP PROJECT:
<br /> WEATHER SHALL BE HOT DIP GALVANIZED. - ANCHORS,TYP OF SLEEPER,DRILLED-2 EPDXIED INTO THE S E 01510A
<br /> Q SLAB W/HILTI HIT HY-200 AND 3 1/2"
<br /> EXISTING BUILDING �--I EMBEDMENT.(1)ANCHOR LOCATED WITHIN
<br /> ANCILLARY EQUIPMENT PER 6"OF EACH END OF SLEEPER,TYR EA SLEEPER DOWNTOWN
<br /> CONTRACTOR SHALL VERIFY FY ALL DIMENSIONS,MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING ARCH,ATTACH TO UNISTRUT
<br /> DEPICTED IN THE DRAWINGS,AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE W/MOUNTING HARDWARE
<br /> REDESIGN. PROVIDED BY MFR EVE RETT-WALL
<br /> GENERAL _ EXISTING CONCRETE PARAPET 2930 WETMORE AVE
<br /> STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND EVERETT, WA 98201
<br /> CONSTRUCTION.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE UNISTRUT P1000 ATTACHED TO CC PROJECT#: 24088.614
<br /> PROCEEDING.ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. PIPE MOUNT W/3/8"U-BOLT,TYP
<br /> SHEET TITLE:
<br /> CONTRACTOR TO SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OFPIPE,VENT,DUCTANDOTHER 14 TYP
<br /> OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. 14 STRUCTURAL
<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL
<br /> PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. EXIST 5 1/2"THICK 3
<br /> CONCRETE PARAPET - x PL 1/2 x 4 x V-4",W/1/2"0 A325 NOTES, ROOF
<br /> _
<br /> CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL I I EXISTING(3)6x12 DF#2(FLAT)x ANGLE BRACE PER ++ BOLT CENTER OF PLATE,TYP
<br /> ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION.CHANGES SHOWN ON SHOP DRAWINGS ONLY 12'-O"LONG SLEEPERS,ANCHORED PLAN AND SECTION
<br /> WILL NOT SATISFY THIS REQUIREMENT.
<br /> ,I'. I, EXISTING CONCRETE ROOF fit- PER NOTE,TYR(2)LOCATIONS FRAM I N G 8c
<br /> I I I I
<br /> DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN,SIMILAR DETAILS OF I D ETA �S
<br /> CONSTRUCTION SHALL BE USED,SUBJECTTO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL
<br /> ENGINEER.
<br /> U U PL 1/2 x 4 x 0'-8",ATTACH PLATE
<br /> TO SLEEPER W/(4)1/2"0 x 5"LAG RFDS NUMBER:
<br /> SCREWS
<br /> EXISTING SLEEPER PER PLAN DRAFTER: I PROFESSIONAL OF RECORD DATE:
<br /> ATD DTR 11/27/24
<br /> REVISION N0: SHEET NO:
<br /> ANTENNA MOUNT SECTION PLATE DETAIL
<br /> 2 SCALE: 3/4"=1'-0" SCALE: 1 1/2"=1'-0"
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