5828 GLENWOOD AVE 2016 CINGULAR WIRELESS ANTENNA Plans 2022-11-10

DESIGN CRITERIA: STRUCTURAL STEEL NOTES: ABBREVIATED ROOF TOP SAFETY PROCEDURES SYMBOLS AND ABBREVIATIONS a N I. THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO AT&T AND THE (WHEN APPLICABLE: A/C AIR CONDITIONING HMI HORIZONTAL PLYWD PLYWOOD ,0 THE INTERNATIONAL BUILDING CODE 2015 WITH WASHINGTON STATE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. AML ABOVE FINISH GRADE HR HOUR PROJ PROJECT BUILDING CODE AMENDMENTS (2015) APPROX APPROXIMATELY HT HEIGHT PROP PROPERTY 2. STRUCTURAL.STEEL DESIGN. FABRICATION AND ERECTION(INCLUDING FIELD WELDING, FALL PROTECTION METHODS AND EQUIPMENT ROOF TOP INSTALLATIONS. HVAC HEATING PT PRESSURE TREATED ToQ 2. DESIGN LOADS: HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS.AND THREADED EXPANSION BLDG BUILDING VENTILATION ANCHORS)SHALL BE BASED ON THE A.I.S.C."SPECIFICATION FOR THE DESIGN, 1. FALL PROTECTION METHODS TO BE PER FEDERAL.STATE, LOCAL,OSTIA AT&T AND ILK BLOCKING MR CONDITIONING REO REQUIRED DESIGN DESIGN DATA FOR MARYSIALLE,WASHINGTON FABRICATION,AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION. OWNER REQUIREMENTS. RN CLG ID ASIDE OAMETER RN ROUGH OPENING �J"O SUPERVISION SHALL BE IN ACCORDANCE WITH 2015 IBC CHAPTER 22,BY A QUALIFIED T -ROOF SNOW LOAD N/A(NOT A ROOFTOP SOLUTION) TEST NG AGENCY DESIGNATED BY THE CONSULTANT. THE CONSULTANT SHALL BE 2. FOR WORK IS BEING PERFORMED WITHIN 25'OF AN UNPROTECTED ROOF EDGE, THE CLR CLEAR IN NCH -BASIC WIND SPEED 85 MPH FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS. CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY MONITOR TO OBSERVE CONK CONCRETE INFO NFORMATION SW SHEET -WINO EXPOSURE C THE MOVEMENTS AND ACTIVITIES OF THE CONSTRUCTION WORKERS. CONST CONSTRUCTION INSUL NSULATION SIM SIMILAR -SEISMIC ZONE D 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: CONT CONTINUOUS Rif NTERIOR SPEC SPECIFICATION 3. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS(I.E.,BACKING UP INC NTERNATIONAL SF SQUARE FOOT 4, TYPE OF MEMBER TOWARD A ROOF EDGE, ETC.)OR UNSAFE ACTMTIES.THE SAFETY MONITOR MUST BE ON DBL DOUBLE BUILDING CODE SSL STAINLESS STEEL ami THE SAME ROOF AND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION DIA DIAMETER A. WIDE FIANCE SHAPES ASTM A992,GRADE 50 WORKERS. DRAG DIAGONAL LBS POUNDS STRUCTSTRUCTURAL D STUD ti3 0 fili U CONCRETE NOTES: A. OTHER SHAPES. PLATES,ANGLES,AND RODS ASTM A99 Fy 36 KSI DEET DOWN MAX MAXIMUM SUSP SUSPENDED M B. SPECIAL SHAPES AND PLATES ASTM A572,Fy 50 KSI W f0 1. ALL CONCRLIL CONSTRUCTION SHALL BE IN ACCORDANCE WITH C. PIPE COLUMNS ASTM A53, F 35 1(51 4. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN 6' OR LOSS OF AN DWG DRAWING MECH MECHANICAL Nae Ty UNPROTECTED ROOF EDGE,REQUIRES WORKERS TO USE SAFETY LINE MIL METAL THRU THROUGH (/) ACI-318. E. STRUCTURAL TUBING ASTM A500. Fy 46 KSI EA EACH MFR MANUFACTURE TNNG TINNED y E. ANCHOR BOLTS ASTM A325 ELEV ELEVATION MOP MANAGER TYP TYPICAL (n 2. CONCRETE AN E BE MITED. PR19O THE ED,CONVEYED AND PLACED IN F. CONNECTION BOLTS ASTM A325 TWIST-OFF-TYPE 5. SAFETY LINE SHALL BE MINIMUM l/2"DIAMETER NYLON,WITH A NOMINAL TENSILE ELEC ELECTRICAL. MIN MINIMUM Z N ACCORDANCE WITH CHAPTER 19 OF THE 2015 IBC WITH AWASHINGTON STRENGTH OF 5400 LBS. EQ EQUAL RISC MISCELLANEOUS LINO UNLESS NOTED AMENDMENTS. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE 5. HOT DIP GALVANIZE AFTER FABRICATION PER A123/AI23M-00 ALL STEEL EXPOSED TO OTHERWISE W 2 AS FOLLOWS UNLESS OTHERWISE NOTED. WEATHER AND WHERE NOTED. EQUIP EQUIPMENT EXT EXTERIOR NA NOT APPLICABLE in _ 6. SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE STRUCTURE. MC NOT IN CONTRACT VERT VERTICAL V 28 DAY STRENGTHS W/C RATIO MINIMUM CEMENT CONTENT R. ALL WELDRM SHALL BE IN CONFORMANCE WITH AI.S.C,AND AWS STANDARDS AND SHALL FIN FINISH NTS NOT TO SCALE VP VERIFY IN FIELD (re) PER CUBIC YARD BE PERFORMED BY ANSI/AWS 01_1 CERTIFIED WELDERS USING L70 XX ELECTRODES. 7, SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE FLUOR FLOURESCENT 2,500 PSI 5.45 5 1/2 SACKS ONLY PREQUALIFIED WELDS(AS DEFINED BY AWS) SHALL BE USED. WELDING OF GRADE OF ROOF.BUT NOT BEYOND. FLR FLOOR OC ON CENTER W/ WITH 80 REINFORCING BARS(IF REQUIRED)SHALL BE PERFORMED USING LOW HYDROGEN FT FOOT OD OUTSIDE DIAMETER W/O WITHOUT ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS(IF REQUIRED)SHALL BE 8. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. WP WATER PROOF CEMENT SHALL BE ASTM C150,PORTLAND CEMENT TYPE II U.N.O. PERFORMED USING E70 XX ELECTRODES. WELDING WITHIN 4"OF COLD BENDS IN GA GAUGE REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL 9. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT GALV GC /� REQUIREMENTS OF WELDED BARS. GC GENERAL CONTRACTOR !`/\ 3, THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE SHALL OCCUR BY THE SAFETY COMMITTEE REPRESENThTNES, INCLUDING: GRAD GROUND FOR THE METHODS AND PROCEDURES OF CONCRETE PLACEMENT. 7. .COLD-FORMED.STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE,SIZE,AND GAGE GYP BD GYPSUM WALL BOARD 4. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER SHALL BE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL INSPECTION OF CONSTRUCTION AREA FOR HAZARDS MR-ENTRAINED WITH AN AR-ENTRAINING AGENT CONFORMING TO ASTIR COLD-FORMED STEEL FRAMING SHALL CONFORM TO THE A.I,S.S. 'SPECIFICATION FOR USE OF AN INSPECTION CHECKLIST C260.C494,C618,C989 AND C1017. CONCRETE EXPOSED TO THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS.' INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS FREEZING AND THAWING WHILE MOIST SHALL BE AIR ENTRAINED IN REPORTING AND DOCUMENTING ANY HAZARDS -T- TELEPHONE ACCORDANCE WITH ACI 318,SECTION 4.4.1. B. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS(3/4"DIA.)AAD REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION -P-- POWER C®ii*RD+ SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN -G- GROUND WIRE 1Tii 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING RECEMNG AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER -COAX- COAXAL CABLE ASSOCIATES SUPPLEMENT SI),GRADE 60.fy=60.000 PSI. EXCEPTIONS: ANY BARS 9. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"DIA. ASTM A307 COWORKER SAFETY REPRESENTATIVE SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, BOLTS UNLESS NOTED OTHERWISE. + ANTENNA Iy-40,000 PSL GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL NATIONAL ASSOCIATION OF TOWER. 19401 49TH AVE,w.,SUITE 304 TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING 10. (UNLESS NOTED OTHERWISE).PREPARATION AND PAINTING SHALL BE IN ACCORDANCE ERECTORSEF2000 PUBLICATION CENTERLINE 0 •.W�� COMPLYING WITH ASIA A615(51)MAY BE WELDED ONLY IF MATERIAL WITH THE SPECIFICATION AND IN ACCORDANCE WITH THE PAINT MANUFACTURERS WRITTENPpNNW WA PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING INSTRUCTIONS. REFERENCED OSHA REGUUTION/STANDAFDS SHALL BE REVIEWED BY TOWER ERECTORS. [E] EXISTING FAX:(425)224-1614 PROCEDURES SPECIFIED IN A.W.S.E114 ARE SUBMITTED. [N] NEW WWW.CAMPASSOC.COM 11. ALL WELDS TO BE 1/4"FILLET UNLESS NOTED OTHERWISE. EQUIPMENT INSTALLERS.AND TOWER/ROOF TOP CONTRACTORS/SUBCONTRACTORSr DETAIL NUMBER 6. REINFORCING STEEL SHALL BE DETAILED(INCLUDING HOOKS AND 29 CFR 1926.500-SCOPE,APPLIG710N,ANO DEFINTIDNS ® SHEET NUMBER BENDS)IN ACCORDANCE.WITH ACI 315 AND 318. LAP ALL 12. TOUCH UP ALL FIELD DRILLING,WELDING AND CUT SURFACES WITH 2 COATS OF CONTINUOUS REINFORCEMENTAT LEAST 30 BAR DIAMETERS OR A GALVACON (ZINC RICH PAINT)OR APPROVED EQUAL. 29 CFR 1926.501 - DUTY TO HAVE FALL PROTECTION CFR 1926.502- FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES DATE: 11/02/2016 MINIMUM OF 2.-0", PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR(MALlora OR DRAWN BY: GA'AT A MINIMUM OF 2'-O". LAP ADJACENT MATS OF WELDED WIRE FABRIC A TOWER/POLE NOTES: B MINIMUM OF "AT SIDES AND ENDS. CHECKED BY: PN 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185, 1. VERIFICATION THAT THE EXISTING TONER/POE CAN SUPPORT THE PROPOSED ANTENNA LOADING IS TO BE DONE BY OTHERS. B. SPIRAL REINFORCEMENTf= SHALL BE PLAIN WIRE CONFORMING TO ASTM A515. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL REVISIONS A815,GRADE 6080..fD-50.000 P51. AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED AND 9. REINFORCING PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. RLY: DATE: DESCRIPTION: BY: BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE A 12/i3/15 COUED NEVI.OR BB CONSULTANT. © 2/12/16 ISSUED FOR 1 CO RCA EVIEW 10. CONCRETE PROTECTION(COVER) FOR REINFORCING STEEL SHALL BE ASISSUED FOR FOLLOWS: NOTE. 2/16/16 CD GA -FOOTINGS AND OTHER UNFORMED STRUCTURAL DRAWINGS ANAP NOTES SHALL TAKE PRECEDENCE A 2/26/76 ISSUED FOR GA SURFACES,EARTH FACE 3" OVER ALL DRAWINGS AND NOTES, 3/15/16ISSUED FOR CA NAL RIVED -FORMED SURFACES EXPOSED (/6 BARS CR URGER) t g 3/27/76FINAL FOR GA TO EARTH OR WEATHER (/5 BARS OR SMALLER) 1-1/2" ® 06/09/16 D F EAT -SLABS AND WALLS(INTERICD REVIEW OR FACE) 3/4` SPECIAL INSPECTIONS: 06/14/76 EDFOR ERMIT EAT 1. CONTRACTOR SHALL PROVIDE REPAIRED SPECIAL INSPECTIONS PERFORMED BY AN © 10/19/16 IaaUED FUN GA INDEPENDENT.INSPECTOR,APPROVED BY AT&T AND THE LOCAL JURISDICTION,AS FINAL PERMIT 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. REQUIRED BY THE 2015 IBC SECTION 1704 WITH WASHINGTON AMENDMENTS FOR THE ® 11/@/16 ISSUED FOR IG FOLLOWING: FINAL PERMIT 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. A.CONCRETE:PROVIDE SPECIAL INSPECTION PER 1704.4 13.. NON-SHRINK GROUT SHALL BE FURNISHED BY NA APPROVED i. TAKE CONCRETE TEST SPECIMENS DURING THE PLACING OF STRUCTURAL REGISTERED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT REINFORCING AND STRUCTURAL CONCRETE. EXTERIOR AND INTERIOR SLABS ON ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GRADE ARE NOT STRUCTURAL ELEMENTS. / ARCHITECT GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED(3,000 PSI MINIMUM). F. VERIFY REINFORCING SIZE,PLACEMENT.AND GRADE. 14, ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESNE ANCHORS B. BOLTS AND ANCHORS IN CONCRETE: , REQUIRE TESTING TO CONFIRM CAPACITY UNLESS WAVED BY ENGINEER L HOLDDGWN ANCHORS 8011S:INSPECT SIZE LENGTH.HOOK AND TIE TO AND LOCAL JURISDICTION. REINFORCING. - '.'.UL I I. ADHESIVE ANCHORS:INSPECT HOLE SIZE.DEPTH.CLEANLINESS.AND - f TE OF ASHINGTON INSTALLATION PER MANUFACTURES RECOMMENDATIONS. 1//0312016 C.WELDING: T. VISUALLY INSPECT ALL STRUCTKURAL FIELD AND SHOP WELDING. I.. THE SPECIAL INSPECTOR NEED NOT TO BE CONTINUOUSLY PRESENT DURING WA6348 WELDING.PROVIDED THE MATERIALS,QUALIFICATIONS OF WELDING PROCEDURES GLENWOOD AND WELDERS ARE VERIFIED PRIOR TO THE START OF WORK;PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS;AND A VISUAL INSPECTION 5828 GLENWWOD AVENUE OF AU.WELDS IS MADE AFTER COMPLETION OR PRIOR TO SHIPMENT OF SHOP EVERETT, WA 98203 WELDING, 2. PROVIDE SPECIAL INSPECTIONS FOR OTHER ITEMS NOTED ON DRAWINGS TO CONFIRM COMPLIANCE WITH CONTRACT DOCUMENTS. 3. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE OWNER, SHEET TITLE ARCHITECT,STRUCTURAL ENGINEER,CONTRACTOR.AND BUILDING OFFICIAL GENERAL NOTES (�Z SHEET NUMBER Tj�J G2.0 / J013 No. ,t