9506 19TH AVE SE A T AND T ANTENNA 2025-04-21

sIFNFRAI• STRUCTURAL STEEL; COPING AND GAGE NOTES; 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL 1. DESIGN,FABRICATION AND ERECTION SHALL CONFORM TO ANSI/TIA 222-C-2.ANSI/TW teennet OC1040211 M.O.Mall 11E NVICNOT NIL E APPLY: 1019-A'STRUCTURAL STANDARDS FOR STEEL SUPPORTING STRUCTURES'AND AMC STEEL WORKABLE GAGES .R«m.,om.,au<,.,,E.E...wE.o., CONTRACTOR - GENERAL DYNAMICS CONSTRUCTION MANUAL LATEST EDITION.UNO. SUBCONTRACTOR - GENERAL CONTRACTOR(CONSTRUCTION) LEC 4 3-1/2 3 2-1/2 2 1-3/4 OWNER - AT&T MOBILITY 2. ALL STRUCTURAL STEEL IS TO BE NEW AND CONFORM TO THE FOLLOWING(UNLESS OEM - ORICINAL EQUIPMENT MANUFACTURER NOTED OTHERWISE ON THE DRAWINGS): G 2-1/2 2 1-3/4 1-3/8 1-1/B 1 `a'. Step 2.2. PRIOR TO THE SUBMISSION OF BIDS,THE BIDDINC SUBCONTRACTOR SNELL VISIT THE ALL PIPE STEEL TO BE A53(Fy.35 KSI),UNLESS NOTED OTHERWISE. a+CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE ALL OTHER STEEL IS TO BE AUG(Fy.36 KSI).UNLESS NOTED OTHERWISE. '{. �_•..d .,� , WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS.ANY ANY STEEL THAT DOES NOT MEET THE MINIMUM SPECIFEO YIELD STRESS(Fy)SHOWN }%�%!/,/%!,/ r' DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. WILL BE REJECTED. o % -DIMENSIONS GIVEN IN IN 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL % INCHES -` '' APPLICABLE CODES.REGULATIONS.AND ORDINANCES.SUBCONTRACTOR SHALL ISSUE ALL 3. ALL BOLTS SHALL BE HIGH STRENGTH CONFORMINC TO ASTM 0.32S TYPE 1. ALL BOLTS -MATCH BLASTING WHEN d2(7G2,,.;r,FE APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES.REGULATIONS, SHALL BE HOT DIP GALVANIZED AND HAVE LOCK WASHERS OR LOCKINC DEVICES.DO NOT } APPLICABLE 88''',,''aaFF' AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE RE-USE BOLTS. BOLT THREADS ARE TO BE EXCLUDED FROM THE SHEARING PLANES. j WORK. USE ET BEARIINNG GD APE COT NEECTIOTUONS UNLESS NOTED OTHERWISE ALL BOLTS SHALL BE PR4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY O THE-NUT METHOD. ErP, (/$p COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES.ORDINANCES AND 4. ALL U-BOLTS SHALL BE A307. ALL BOLTS SHALL BE HOT DIP GALVANIZED AND HAVE APPLICABLE REGULATIONS. LOCK WASHERS OR LOCKINC DEVICES.DO NOT RE-USE BOLTS. ALL U-BOLTS SHALL BE 5. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW SNUC TIGHT. BOLT SCHEDULE OUTLINE ONLY. 5. ALL LAC SCREWS SHALL BE HEAT-TREATED CARBON STEEL TYPE-316 STAINLESS STEEL 6. WHERE CONNECTIONS ARE NOT FULLY DETAILED ON THESE DRAWINGS,FABRICATOR SHALL BOLT STANDARD MIN.EDGE DISTANCE MIN.SPACING 6. UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING MATERIALS, DIMMER HOLE EQUIPMENT.APPURTENANCES.AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS DESIGN OUTLINED INNTISPE TO RESIST LOADS AND FORCES WHERE SHOWN COR ON DRAWINGS AND AS INDICATED ON THE DRAWINGS. AS SPECIFICATIONS.SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH 1/2 9/16 7/8 1-1/2 SPECIFICATIONS.DRAWINGS SHALL BE SEALED BY THE FABRICATOR'S LICENSED ENGINEER. 5/8 11/16 1-1/8 1-7/8 7 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE 7. PROVIDE ALL REQUIRED GUSSETS,SPACERS,FILLERS AND BATTEN PLATES. ' WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 3/4 13/16 1-1/4 2-1/4 6 6. MAKE NO HOLES IN ANY NEW OR EXISTING STRUCTURAL STEEL MEMBER OTHER THAN 7/g 15/ /2 2-5 8. IF THE SPECIFIED EOUIPMENT 76 1-1 IPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THOSE SHOWN ON STRUCTURAL DRAWINCS WITHOUT THE WRITTEN APPROVAL BY THE /8" 5 THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY ENCINEER. 1 1-1/16 1-3/4 3 THE CONTRACTOR. S. A EXPOSED EXTERIOR STRUCTURAL STEEL(INCLUDING BOLTS,PACK WASHERS.PINS, 4 AU- 9. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS.CURBS, ETC.)TO BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A153 AND A123.FOR ALL SPACING EDGE 3 LANDSCAPING AND STRUCTURES.ANY DAMAGED PART SHALL BE REPAIRED AT WELDED CONNECTIONS TO BE GALVANIZED.PROVIDE WELDS ALL AROUND OR ADD SEAL ME DISTANCE SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. WELDS WHERE STRUCTURAL WELDS ARE NOT SPECIFIED. nermimmimmen 2 -DIMENSIONS GIVEN IN INCHES TO.THE SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEW CONDITION. 10.NO FELD WELDING PERMITTED. -SHORT SLOT HOLES SHALL ONLY BE 1 11.ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC ;rilli d USED WHEN DEPICTED ON THE PLANS 0 05/07/18 1550ES FOR WMi1RIKTMN SPECIFICATIONS. - INSTALLER; Rev Dale Description 12.THE SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR . TO COMMENCING ANY WORK.ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON 1. ALL CONTRACTORS MUST ADHERE TO ALL STE AND TOWER SAFETY PROCEDURES AND m THE DRAWINGS MUST BE VERIFIED.THE SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR PROVIDE THIS DOCUMENTATION IN WRITING IF REQUESTED TO TOWER OWNER. !i ( OF ANY DISCREPANCES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH 2. OWNER SW41.BE CONTACTED IMMEDIATELY TO EVALVAIE ANY EXISTING CONDITIONS THAT WILL • CONSTRUCTION. MORRISON HERSHFIELD AFFECT THE SAFETY AND SCOPE OF WORK. 1485 UnwM Palmy.3W 500 o 13.THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION.ANY CONSTRUCTION WORK 3. CONTRACTOR TO PROVIDE THE NECESSARY CERTIFICATIONS OF ALL WORKERS TO OWNER UPON ALLOWABLE ANGLE COPE AB.19e.GA303e6 S BY THE SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION.ANY REQUEST. Tel:7703798500 Fax 770.319.8601 t WORK ON EXISTING EOUIPMENT MUST BE COORDINATED WITH THE CONTRACTOR.ALSO, DO NOT COPE www.mentscohershielloan WORK MAY NEED TO BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW 4. THE CONTRACTOR SHALL SUPERVISE ALL SAFETY PROGRAMS AND PRECAUTIONS IN BEYOND THIS UNE S USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. CONFECTION WITH TIPS WORK AND MUST PROVIDE WRITTEN DOCUMENTS OF THESE PROCEDURES. } Client: Arilessmene l-\✓/ 14.SINCE THE CELL SITE MAY BE ACTNE,ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN 5. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING;NO SITE ABOUTVISIT HAS BEEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION.EQUIPMENT SHOULD BE PERFORMED BY MORRISONOTHER SOURCEIELO.ALL INFORMATION PROVIDED THE TOWER HAS SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO BEEN TAKEN FROM SOURCES AND HAS BEEN ASSUMED TO BE RELIABLE. COPED k DANCER. PERSONAL RF EXPOSURE MONITORS ARE REQUIRED TO BE WORN TO ALERT J / arill018 t ANGLE GENFRRA1.DYNAMICS A OF ANY DANGEROUS EXPOSURE LEVELS. 6. EVERY ATTEMPT IS TO BE MADE TO AVOID CARTER DOWNTIME.ALL COAX MUST BE RETURNED /�� TO EQUAL OR BETTER THAN ORIGINAL CONDMON PRIOR TO COMPLETION.ANY DOWNTIME OR 15.THE SUBCONTRACTOR SHALL NOT USE OR INSTALL ANY MATERIAL CONTAINING ASBESTOS CHARGES ARE TO BE COORDINATED IN WRITING WITH OWNER. }I OR LEAD PAINT CONTENT.THE USE OF SUCH MATERIAL IS STRICTLY PROHIBITED. 1.5KL . COPED 7. WORK 5 TO BE CONTAINED TO THE SITE COMPOUND AREA ONLY.ANY OUTSIDE OR ADJACENT "fff 4�4f - PROPERTY NEEDED TO PERFORM ACCESS OR SCOPE OF WORK TO BE REQUESTED IN WRITING MA%. ANGLE BOLT HOLE TO OWNER. Project: WOOD FRAMING: EASTMONT I. ALL DIMENSIONS REPRESENTED IN THE ABOVE TABLES ARE AISC MINIMUM SITE ID:11420-A 1 1. LUMBER SPECIES SHALL BE DOJGLASFIRIARCH GRATE LUMBER ACCORDING TO RULES OF WOOD CONNECTIONS: REQUIREMENTS.CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN FIELD WEST COAST LUMBER INSPECTION BUREAU(WCUB). AND NOTIFY ENGINEER IF DISTANCES ARE LESS THAN THOSE PROVIDED. 950E 19TH AVENUE SOUTHEAST EVERETT,WA 98206 1 2. FRAMING LUMBER SHALL MEET THE FOLLOWING GRADING CRITERIA: 1. FRAMING CONNECTORS SHALL BE SIMPSON STRONG-TIE OR APPROVED. FILL ALL 2. THE DIMENSIONS PROVIDED ARE MINIMUM REQUIREMENTS.ACTUAL DIMENSIONS a A.BEAMS SHALL BE NO.I GRADE. NAIL HOLES WITH NAILS AS SPECIFIED BY THE CONNECTOR MANUFACTURER.UNLESS OF PROPOSED MEMBERS WITHIN THESE DRAWINCS MAY VARY FROM THE AUG Droving Title: B.BLOCKING.PLATES.AND BRIDGING SHALL BE STANDARD OR BETTER OR STUD GRADE. NOTED OTHERWISE. HANGERS SHALL DEVELOP BENDING STRENGTH OF MEMBERS, MINIMUM REQUIREMENT. UNLESS CALLED OUT ON DRAWINCS. 8. MAXIMUM MOISTURE CONTENT SHALL BE 19%AT 3%OR LESS(LEAST DIMENSIONS) 2. ANCHOR BOLTS SHALL BE ASTM A307 OR ASTM A36,UNLESS NOTED OTHERWISE. MEMBERS. REINFORCING NOTES 3. PROVIDE HOT DIPPED GALVANIZED FINISH ON ANCHOR BOLTS.EXPANSION ANCHORS OR THREADED NODS USED TO CONNECT PRESSURE TREATED LUMBER TO CONCRETE OR MASONRY. Project No i 4. PROVIDE STANDARD PLATE WASHERS(3X 31X 1/41 UNDER HEADS OR NUTS OF 1801115:GED-337R8 Y g BOLTS BEARING ON WOOD. SEE SHEAR WALL SCHEDULE FOR SQUARE WASHER OoMmon STY ps%07/1g REQUIREMENTS AT SHEAR WALLS. Mown W co..,18 GC/KSi GLC PN RSOI* milt*prowl Haw No. Orawtn9 No. D N1 A19