1802 75TH ST SW T MOBILE 2023-06-29

~ T t! e GENERAL NTTFs• FUER REINFORCED POLYMER(MP)NOTES: MASONRY CONSTRUCTION NOTES: 1 Mobile 1. THESE DOCUMENTS WERE DESIGNED IN ACCORDANCE WITH THE LATEST VERSION OF APPLICABLE 1. FRP PLATES,SHAPES.BOLTS AND NUTS(STUD/NUT ASSEMBLIES)SHALL CONFORM TO ASTM 0638, 1. ALL BRICK TO BE 1500 PSI MIN.REINFORCING BAR(IF APPLICABLE)TO CONFORM TO ASIII A615 LOCAL/STATE/COUNTY/CITY BUILDING CODES,AS WELL AS AN51/TIA-222 STANDARD,AWWA-D100 695,790.PLATES AND SHAPES TO BE FY-5.35 KS LW(SAFETY FACTOR OF 8),.945 KSI CW GRADE 60 SPECIFICATIONS.ALL MORTAR TO BE 2000 PS MIN. 19807 NORTH CREEK PKWY N STANDARD.NDS,NEC,MSJC,AND/OR THE LATEST VERSION OF THE INTERNATIONAL BUILDING COOS, (SAFETY FACTOR OF 8)MIN. •FOR INTERIOR/ABOVE GRADE APPUCATONS TYPE N MORTAR HAVING MINIMUM MODULUS OF BOTHELL,WA 98011 UNLESS NOTED OTHERWISE IN THE CORRESPONDING STRUCTURAL REPORT. RUPTURE OF 100 PSI SHALL BE USED.FOR EXTERIOR/BELOW GRADE APPLICATIONS TYPE M OR 2. IF FIELD FABRICATION IS REWIRED,ALL CUT EDGES AND DRILLED HOLES TO BE SEALED USING S MORTAR HAVING A MINIMUM MODULUS OF RUPTURE OF 133 PSI. 2. ALL CONSTRUCTION METHODS SHOULD FOLLOW STANDARDS Of GOOD CONSTRUCTION PRACTICE VINYL ESTER SEALING 107 SUPPLIED BY THE MAUFACTURER. •BRICK AND MORTAR INSTALLATION TO CONFORM TO MSJC BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 3. AU.WORK INDICATED ON THESE ORAWNGS SHALL BE PERFORMED BY QUALIFIED CONTRACTORS 3. ALL FASTENERS TO BE 1/2•PA FRP THREADED ROD WITH FIBER REINFORCED THERMOPLASTIC NUT, EXPERIENCED IN SIMILAR CONSTRUCTION. SPACED AT 12 INCHES ON CENTER MAXIMUM,U.N.O.,FOR PANELS AND AS DESIGNED FOR 2. ALL MAU TO BE 1500 PSI MIN.REINFORCING BAR(IF APPLICABLE)TO CONFORM TO ASTM A615 s m a rt I i n k 4. ALL NEW WORKSHALL ACCOMMODATE EXISTING CONDITIONS.IF OBSTRUCTIONS ARE FOUND, STRUCTURAL MEMBERS. GRADE 60 SPECIFICATIONS.ALL MORTAR TO BE 2000 PSI MIN. CONTRACTOR NOTIFY ENGINEER OF RECORD PRIOR TO CONTINUING WORK. •FOR INTERIOR/ABOVE GRADE APPLICATIONS,TYPE N MORTAR HAVING MINIMUM MODULUS OF 4. THE COLOR AND SURFACE PATTERN OF EXPOSED FRP PANELS SHALL MATCH THE EXTERIOR OF NE RUPTURE OF 64 PSI SHALL BE USED FOR UNGROUTED BLOCKS,AND 158 PSI FOR FULLY 5. ANY CHANGES OR ADDITIONS MUST CONFORM TO THE REQUIREMENTS OF THESE NOTES AND EXISTING BUILDING,U.N.O. GROUTED BLOCKS. SPECIFICATIONS,AND SHOULD BE SIMILAR TO THOSE SHOWN.AU.CHANGES OR ADDITIONS SHAM BE •FOR EXTERIOR/BELOW GRADE APPLICATIONS TYPE M OR S MORTAR HAVING A MINIMUM MODULUS SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION 5. STUD/NUT ASSEMBLIES SHOULD BE LUBRKCATFD FOR INSTALLATION OF RUPTURE OF 84 PSI SHALL BE USED FOR UNGROUTED BLOCKS,AND 163 PSI FOR FULLY AND/OR CONSTRUCTION. GROUTEDINFINIGY 6. ENSURE BEARING SURFACES OF THE NUTS ARE PARALLEL TO THE SURFACES BEING FASTENED. •BRICK AND MORTAR INSTALLATION TO CONFORM TO MSJC BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 6. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND EXECUTION OF ALL MISCELLANEOUS 7. TORQUE BOLTS ACCORDING TO THE FOLLOWING TABLE: SHORING,BRACING,TEMPORARY SUPPORTS,ETC.NECESSARY TO PROVIDE A COMPLETE AND STABLE STRUCTURE DURING CONSTRUCTION.TA-1019-A-2011 IS AN APPROPRIATE REFERENCE FOR THOSE TOWER PLUMB MI TENSION M S' FROM ZERO TO INFINIGY DESIGNS MEETING 11A STANDARDS.THE ENGINEER OF RECORD MAY PROVIDE FORMAL RIGGING PLANS INSTALLATION TORQUE TABLE the solutions are endless AT THE REQUEST AND EXPENSE OF THE CONTRACTOR. 1. PLUMB AND TENSION TOWER UPON COMPLETION OF STRUCTURAL MODIFICATIONS DETAILED IN THESE ULTIMATE TORQUE RECOMMENDED MAXIMUM DRAWINGS. 2500 W.HIGGINS RD.STE.500 7. INSTALLATION SHALL NOT INTERFERE NOR DENY ADEQUATE ACCESS TO OR FROM ANY EXISTING OR SIZE STRENGTH INSTALLATION TORQUE HOFFMAN ESTATES,IL 60169 PROPOSED OPERATIONAL AND SAFETY EQUIPMENT' 3/8-t6 UNC 8 FT-LBS 4 FT-LBS 2. RETENSIONING OF EXISTING GUY WIRES SHALL BE PERFORMED AT A THE WHEN THE WIND VELOCITY IS LESS THAN 10 MPH AT GROUND LEVEL AND WITH NO ICE ON THE STRUCTURE AND GUY WIRES. T-MOBILE SITE: 8. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO ANY FABRICATION.CONTACT INFINIGY 1/2-13 UNC 18 FT-LBS 8 FT-LBS ENGINEERING IF ANY DISCREPANCIES EXIST. 3. PLUMB THE TOWER WHILE RETENSIONING THE COSTING GUY WIRES.THE HORIZONTAL DISTANCE 5/8-11 UNC 35 FT-LBS 16 FT-LBS BETWEEN THE VERTICAL CENTERLINES AT ANY TWO ELEVATIONS SH A .NOT EXCEED 0.25%OF THE SE02044A VERTICAL DISTANCE BETWEEN TWO ELEVATIONS FOR LATTICED STRUCTURES. STEE NSTRIICT L COON NOTES: 3/4-10 UNC 50 FT-LBS 24 FT-LBS TOEING FWY-SNO PUD- 4. THE TWIST BETWEEN ANY TWO ELEVATIONS THROUGHOUT THE HEIGHT OF A LATTICE STRUCTURE SE25XC526 1. STRUCTURAL STEEL SHALL CONFORM TO THE RISC MANUAL OF STEEL CONSTRUCTION 14TH EDITION, 1-8 UNC 110 FT-LBS 50 FT-LBS SHALL NOT EXCEED 0.5 DEGREES IN 10 FEET.THE MAXIMUM TWIST OVER THE LATTICE STRUCTURE FOR THE DESIGN AND FABRICATION OF STEEL COMPONENTS. HEIGHT SHALL NOT EXCEED 5 DEGREES. 2. ALL FIELD CUT SURFACES.FIELD DRILLED HOLES,AND GROUND SURFACES WHERE EXISTING PAINT 8. WHEN TIGHTENING FRP STUD/NUT ASSEMBLIES,WRENCHES MUST MAKE FULL CONTACT WITH ALL NUT OR GALVANIZATION REMOVAL WAS REQUIRED SHAH.BE REPAIRED WITH(2)BRUSHED COATS OF IRO EDGES.A STANDARD SIX POINT SOCKET IS RECOMMENDED. GALVUTE COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURERS'RECOMMENDATIONS. SPECIAL INSPECTIONS NOTES. 9. STUD/NUT ASSEMBLIES SHOULD BE BONDED BY APPLYING BONDING AGENT TO ENTIRE NUT AND 1. A OUNIFlFD INDEPENDENT TESTING LABORATORY,EMPLOYED BY THE OWNER AND APPROVED BY THE 1802 75TH ST W 3. ALL FIELD DRILLED HOLES TO BE USED FOR FIELD BOLTING INSTALLATION SHALL BE STANDARD EXPOSED STUD. 1. WA 98203 HOLES,AS DEFINED BY ANC,UNLESS NOTED OTHERWISE. JURISDICTION,SHALL PERFORM INSPECTION AND TESTING IN ACCORDANCE WITH THE THE GOVERNING ID. ALL FRP MATERIALS TO BE PROVIDED BY FIBERGRATE COMPOSITE STRUCTURES,DALLAS TX, BUILDING CODE,APPLICABLE SECTION(S)AS REQUIRED BY PROJECT SPECIFICATIONS FOR THE SNOHOMISH COUNTY 4. ALL EXTERIOR STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH AST/A123. OR APPROVED EQUAL FOLLOWING CONSTRUCTION WORK: 5. ALL STEEL MEMBERS AND CONNECTIONS SHALL MEET THE FOLLOWING GRADES: 11. ALL FRP SHAPES TO BE DYNAFORM PULTRUDED STRUCTIIFAL SHAPES. a. STRUCTURAL WELDING(CONTINUOUS INSPECTION OF RED WELDS ONLY). • ANGLES, BATES AND BARS TO BE A36.Fy=36 KS,U.N.O. TO BE • W SHAPES TO BE A992 Fy#0 KS,U.N.O. 12. ALL FRP PLATES TO BE FRIEI PLATE MOLDED FRP PLATE. b. HIGH STRENGTH BOLTS(PERIODIC INSPECTION OF A325 AND/OR A490 BOLTS)TO BE TIGHTENED • RECTANGULAR HSS TO BE A500,GRADE B.FY.46 KSI,U.N.O. PER"TURN-OE-THE-NW METHOD. 160'-0"MONOPOLE • ROUND HSS TO BE A500,GRADE B.FY.42 KS,U.N.O. 13. ALL FRP PANELS TO BE RBERPLATE CLADDING PANEL. • STEEL PIPE TO BE A53,GRADE B.Fy-35 K51,U.N.O. e. MECHANICAL AND EPDXIED ANCHORAGES. • BOLTS TO BE A325-X.Fu-120 KSI,U.N.O. 14. EACH FRP PANEL TO BE IDENTIFIED WITH LARR#25536 AND RBERGRATE COMPOSITE STRUCTURAL DRAWINGS ISSUED FOR: • U-BOLTS AND LAG SCREWS TO BE A307 GR A.Fu=60 KSI,U.N.O. LABEL. d. FIBER REINFORCED POLYMER. REV. DATE DRAWN DESCRIPTION OA/OC 6. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES,U.N.O. 15. FRP MATERIAL TO BE CLASSIFIED AS CC1 OR BETTER,AND HAVE MAXIMUM FLAME •THE SPECIAL INSPECTOR MUST VERIFY THAT THE FRP MATERIAL SPECIFIED ON THE APPROVED SPREAD OF 50. DESIGN DOCUMENTS IS BEING INSTALLED. A 04/30/21 RCD PRELIMINARY REVIEW ER 7. ALL WELDING SHALL CONFORM TO ASC AND An 01.1 LATEST EDITION. B 05/21/21 EPR REV.PER COMMENTS/TA ER 16. ALL DESIGN AND CONSTRUCTION TO BE COMPLETED IN ACCORDANCE WITH LDS ANGELES RESEARCH •THE SPECIAL INSPECTOR MUST VERIFY THAT ALL CUT EDGES AND DRILLED HOLES ARE 8. ALL HILT ANCHORS TO BE CARBON STEEL,U.N.O. REPORT RR25536,DATED FEBRUARY 1,2016. PROPERLY SEALED USING A VINYL ESTER SEALING KIT SUPPLIED BY THE MANUFACTURER. 0 06/02/21 EPR 100%CONSTRUCTION ER • MECHANICAL ANCHORS:KWK BOLT-TZ,U.N.O. • CHU BLOCK ANCHORS:ADHESIVE-HYI20,U.N.O. 17. SPECIAL INSPECTIONS MUST BE PROVIDED FOR ALL FRP INSTALLMENTS.SEE SPECIAL INSPECTION •THE SPECIAL INSPECTOR MUST VERIFY THAT THE STRUCTURE IS BUILT IN ACCORDANCE WITH _- • CONCRETE ARCHORS:ADHESNE-HY150,U.N.O. SECTION,THIS SHEET. THE APPROVED DESIGN DOCUMENTS. • CONCRETE REPAIR:ADHESNE-RE500.U.N.O. 2. THE INSPECTION AGENCY SHALL SUBMIT INSPECTION AND TEST REPORTS TO THE BUILDING 9. ALL STUDS TO BE NELSON CAPACITOR DISCHARGE 1/4.-20 LOW CARBON STEEL COPPER-RASH AT RATIO OF EDGE DISTANCE TO FRP FASTENER DIAMETER DEPARTMENT,TI£ENGINEER OF RECORD,MD THE OWNER UNLESS THE FABRICATOR IS APPROVED 55 KS U.T/50 KS YIELD,U.N.O. BY THE BUILDING OFFICIAL TO PERFORM WORK WITHOUT THE SPECIAL INSPECTIONS. RANGE RECOMMENDED TO. BOLTS SHALL BE TIGHTENED TO A'SNUG TIGHT CONDITION AS DEFINED BY MSC. Wei NM-NIOWARIF ANGLE CUP EDGE DISTANCE-CL•BOLT TO END 2.0-4.0 3.0 11. MINIMUM EDGE DISTANCES SHALL CONFORM TO NSC TABLE J3.4. EDGE DISTANCE-CL•BOLT TO SIDE 1.5-3.5 2.5 ME O 12. REMOVAL/REPLACEMENT OF STRUCTURAL MEMBERS SHALL BE DONE ONE MEMBER AT A TIME •,7A V,At p9 CONTRACTOR IS RESPONSIBLE FOR ENSURING THE STRUCTURAL INTEGRITY OF TIE STRUCTURE BOLT PITCH-CL•TO CL• 4.0-5.0 5.0 „off ylkcc' DURING ALL PHASES OF CONSTRICTION. -, c CONCRETE CONSTRUCTION NOTES: WOOD CONSTRUCTION NOTES. I//////////M%/% t•i `'-' 1. CONCRETE TO BE 4000 PSI 0 28 DAYS.REINFORCING BAR TO CONFORM TO AST I A615 GRADE 60 1. ALL E ISTING WOOD SHAPES ARE ASSUMED TO BE DOUGA.S FIR-LARCH WITH A REFERENCE DESIGN imr, ''04 "yg1}.W 12 BFJIONG VALUE OF 1000 PSI MIN. toNAt.I''' SPECIFICATIONS.CONCRETE INSTALLATION TO CONFORM TO ACI-318 BUILDING REQUIREMENTS FOR ma`s'REINFORCED CONCRETE ALL CONCRETE 10 BA MLACED AOF TH E INCHESiED FARTHCONC ETEE HA WATER2. ALL PROPOSED WOOD SHAPES ARE TO BE DOUGLLS FIR-LARCH WITH A REFERENCE DESIGN BENDING OTrzerz, AND ALL FOREIGN OBJECTS AND MATERIALS.A MINIMUM OF THREE INCHES OF CONCRETE SHALL VALUE OF 1000 PSI MIN.U.N.O. COVER ALL REINFORCEMENT.WELDING OF REBAR IS NOT PERMITTED. 2. EXISTING CONCRETE SURFACES THAT ARE TO BE N CONTACT WITH NEW PROPOSED CONCRETE 3. ALL EXISTING AND PROPOSED GLUED LAMINATED TIMBERS ARE TO BE 24F-1.8C DOUGLAS FIR SHOULD BE WIRE BRUSHED CLEAN AND TREATED WITH APPROPRIATE MECHANICAL SCRATCH COAT AND BALANCED WITH A REFERENCE DESIGN BENDING VALUE OF 2400 PSI MIN.U.N.O. `. REPAIR MATERIALS OR APPROPRIATE CHEMICAL METHODS SUCH AS THE APPLICATION OF A BONDING NOT TO ENCROACH ON BOLT HOLE SHEET TITLE: ` AGENT.EL SAKRETE OR EQUIVALENT,TO ENSURE A QUALITY BOND BETWEEN EXISTING AND PROPOSED CONCRETE SURFACES. GENERAL NOTES SHEET NUMBER. REVISION: S-1 0 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE.ARE THE PROPERTY OF INFINIGY ENGINEERING.PLLC AND ARE NOT TO BE USED,IN WHOLE OR IN PART.FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY ENGINEERING.PLLC.ET IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. CITY OF EVERETT REVIEWED FOR PERMIT