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

S,FNFRAI- STRUCTURAL STEEL: COPING AND GAGE NOTES 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWINC DEFINITIONS SHALL 1. DESICN,FABRICATION AND ERECTION SHALL CONFORM TO ANSI/TIA 222-C-2.ANSI/TAmosoaxm Mid nc rww APPLY: 1019-A'STRUCTURAL STANDARDS FOR STEEL SUPPORTING STRICTURES'AND PAC STEEL WORKABLE GAGES CONTRACTOR - GENERAL DYNAMICS CONSTRUCTION MANUAL,LATEST EDIDON,UNO. SUBCONTRACTOR - CENERAL CONTRACTOR(CONSTRUCTION) LEC 4 3-1/2 3 2-1/2 2 1-3/4 OWNER - AT&T NOBILITY 2. ALL STRUCTURAL STEEL IS TO BE NEW AND CONFORM TO THE FOLLOWINC(UNLESS ...- OEM - ORIGINAL EQUIPMENT MANUFACTURER NOTED OTHERWISE ON THE DRAWINGS): G 2-1/2 2 1-3/4 1-3/8 1-1/8 1 �, Step-. 2. PRIOR TO THE SUBMISSION OF BIDS,THE BIDDINC SUBCONTRACTOR SHALL VISIT THE ALL PIPE STEEL TO BE A53(Fy-35 KSI),UNLESS NOTED OTHERWISE. ''+�j '•,,;A,s CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE AU.OTHER STEEL IS TO BE A36(Fy a 36 KSI).UNLESS NOTED OTHERWISE. 1'�r 1 „... WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS.ANY ANY STEEL THAT DOES NOT MEET THE MINIMUM SPEGIFEO HELD STRESS(Fy)SHOWN }%Y��''��i� '"',1,`"� DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. WILL BE REJECTED. % -DIMENSIONS CNEN INce N 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL % -INCHES NATCH EXISTING WHEN .. 4 2 DV APPLICABLE CODES,RECUTATIONS.AND ORDINANCES.SUBCONTRACTOR SHALL ISSUE ALL 3. ALL BOLTS SHALL BE RICH STRENCTH CONFORMING TO ASTM A325 TYPE 1. ALL BOLTS }I APPUCABLE APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES.REGULATIONS. SHALL BE HOT DIP GALVANIZED AND HAVE LOCK WASHERS OR LOCKING DEVICES.DO NOT AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDINC THE PERFORMANCE OF THE RE-USE BOLTS. BOLT THREADS ARE TO BE EXCLUDED FROM THE SHEARINC PLANES. ✓ wee WORK. USE BEARINC TYPE CONNECTIONS UNLESS NOTED OTHERWISE. ALL BOLTS SHALL RE ExP.3/(�20 PREIENSIONED USINC THE TURN-OF-THE-NUT METHOD. 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY 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 LOCKING DEVICES.DO NOT RE-USE BOLTS. ALL U-BOLTS SHALL BE - SNUG TIGHT. BOLT SCHEDULE 5. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW 5. ALL LAC SCREWS SHALL BE HEAT-TREATED CARBON STEEL.TYPE-316 STAINLESS STEEL. OUTLINE ONLY. BOLT STANDARD 6. UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING MATERIALS, 6. WHERE CONNECTIONS ARE NOT FULLY DETAILED ON THESE DRAWINCS,FABRICATOR SHALL DIAMETER HOLE MIN.EDGE DRTANCE MIN.SPACING DESICN CONNECTIONS TO RESIST LOADS AND FORCES WHERE SHOWN ON DRAWINGS AND EOUIPMENT.APPURTENANCES,AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS OUTLINED IN SPECIFICATIONS.SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH 1/2 9/16 7/8 1-1/2 AS INDICATED ON THE DRAWINGS. SPECIFICATIONS.DRAWINGS SHALL BE SEALED BY THE FABRICATOR'S LICENSED ENCINEER. 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 COSSETS SPACERS.FILLERS AND BATTEN PLATES. 3/4 13/16 1-1/4 2-1/4 WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 6 B. MAKE NO HOLES IN ANY NEW OR EXISTING STRUCTURAL STEEL MEMBER OTHER THAN 7/8 15/16 1-1/2 2-5/8" 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINCS, THOSE SHOWN ON STRUCTURAL DRAWINGS WITHOUT THE WRITTEN APPROVAL.BY THE 5 THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATNE INSTALLATION FOR APPROVAL BY ENCINEER. 1 1-1/16 1-3/4 3 THE CONTRACTOR. 4 9. ALL EXPOSED EXTERIOR STRUCTURAL STEEL(INCLUDING BOLTS,PACK WASHERS,PINS, 9. THE SUBCONTRACTOR SHALL PROTECT EXISTINC 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 DAMACED PART SHALL BE REPAIRED AT WELDED CONNECTIONS TO BE GALVANIZED,PROVIDE WELDS ALL AROUND OR ADD SEAL DISTANCE SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. WELDS WHERE STRUCTURAL WELDS ARE NOT SPECIFIED. 2 -DIMENSIONS GIVEN IN INCHES -SHORT SLOT HOLES SHALL ONLY BE 10.NO FEUD WELDINC PERMITTED. 1 10.THE SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. USED WHEN DEPICTED ON THE PLANS O 05/07/1e 59010 FOR OONSIRuc0ON 11.ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. INSTALLER. Rev Dote Description 12.THE SUBCONTRACTOR SHALL VERIFY ALL EXISTINC DIMENSIONS AND CONDITIONS PRIOR i TO COMMENCINC ANY WORK.ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON 1. ALL CONTRACTORS MUST ADHERE TO ALL SITE AND TOWER SAFETY PROCEDURES AND THE DRAWINGS MUST BE VERIFIED.THE SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR PROVIDE THIS DOCUMENTATION IN WRITING IF REQUESTED TO TOWER OWNER. ,4 "1. CO ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH 2. OWNER SHALL BE CONTACTED IMMEDIATELY TO EVALUATE ANY EXISTING CONDITIONS THAT WILL CONSTRUCTION.9. AFFECT THE SAFETY AND SCOPE OF WORK. MORRISON HERSHFIELD n 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 'q�DAa•nm,DASO9as8"e°0° R BY THE SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTNC NORMAL OPERATION.ANY REQUEST. Te5T�3T98500 Fa.770.3794501 WORK ON EXISTING EQUIPMENT MUST BE COORDINATED WITH THE CONTRACTOR.ALSO, DO NOT COPE .mmison eMSdaam WORK MAY NEED TO BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW 4. THE CONTRACTOR SHALL SUPERVISE ALL SAFETY PROGRAMS AND PRECAUTIONS IN BEYOND THIS LINE 9 USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. CONNECTION WITH THIS WORK AND MUST PROVIDE WRITTEN DOCUMENTS OF THESE Client: PROCEDURES. .01-Tmwwwwwweltim, limm_AA✓% } 14.SINCE THE CELL SITE MAY BE ACTIVE.ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN 5. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING;NO SITE VISIT HAS BEEN 8 WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION.EQUIPMENT SHOULD BE PERFORMED BY MORRISON HERSHFIELD.ALL INFORMATION PROVIDED ABOUT THE TOWER HAS COPED SHUTDOWN PRIOR TO PERFORMINC ANY WORK THAT COULD EXPOSE THE WORKERS TO BEEN TAKEN FROM OTHER SOURCES AND HAS BEEN ASSUMED TO BE RELIABLE 'r •■ ANGLE CBB3Rl�&JRL DYNAMICS k OFOF DANCER. DANGEROUS EXPOSS RF UREU EXPOSURE MONITORS ARE REQUIRED TO BE WORN TO ALERT 8 EVERY ATTEMPT IS TO BE MADE TO AVOID CARRIER DOWNTIME ALL COAX MUST BE RETURNED f „ TO EQUAL OR BETTER THAN ORIGINAL CONDITION PRIOR TO COMPLETION.ANY DOWNTIME OR } /5.THE SUBCONTRACTOR SHALL NOT USE OR INSTALL ANY MATERIAL CONTAINING ASBESTOS CHANGES ARE TO BE COORDINATED IN WRITING WITH OWNER. OR LEAD PAINT CONTENT.THE USE OF SUCH MATERIAL IS STRICTLY PROHIBITED. 1.5X1 COPED 7, WORK IS TO BE CONTAINED TO THE SITE COMPOUND AREA ONLY.ANY OUTSIDE OR ADJACENT ANGLE E PROPERTY NEEDED TO PERFORM ACCESS OR SCOPE OF WORK TO BE REQUESTED IN WRITING MAX. BOLT HOLE TO OWNER. -- Project: ONT WOOD FRAMING: 1. ALL DIMENSIONS REPRESENTED IN TIRE ABOVE TABLES ARE AISC MINIMUM EAS ID: REQUIREMENTS.CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN FIELD SITE 11420-A 1. LUMBER SPECIESLUMBER SHALL ERINSECOON BURERIARCHGRIDE LUMBER ACCORDING TO RULES OF WOOD CONNECTIONS: AND NOTIFY ENCINEER IF DISTANCES ARE LESS THAN THOSE PROVIDED. 9606 19TH AVENUE SOUTHEAST WEST COAST LUMBERINSPECTION BUREAU(NFUB). EVERETT,WA 98208 1. FRAMINC CONNECTORS SHALL BE SIMPSON STRONG-TIE OR APPROVED. FILL ALL 2. THE DIMENSIONS PROVIDED ARE MINIMUM REQUIREMENTS.ACTUAL DIMENSIONS 2. FRAMING LUMBER SHALL MEET THE FOLLONTNG GRADING CRITERIA NAIL HOLES WITH NAILS AS SPECIFIED BY THE CONNECTOR MANUFACTURER.UNLESS OF PROPOSED MEMBERS WI THIN THESE DRAWINGS MAY VARY FROM THE RISC Drawing Title: d A.BEAMS SHALL BE D,45 GRADE. NOTED OTHERWISE. HANGERS SHALL DEVELOP BENDING STRENGTH OF MEMBERS, MINIMUM REQUIREMENT. tl B.BLOCIONO.PLATLS,AND BRIDGING SHALL BE STANDARD OR BETTER OR STUD GRADE. UNLESS CALLED OUT ON DRAWINGS. 3. MAXIMUM MOISTURE CONTENT SHALL BE I9%AT 3%OR LESS(LEAST DIMENSIONS)MEMBERS. 2, ANCHOR BOLTS SHALL BE ASTM A307 OR ASTM A36,UNLESS NOTED OTHERWISE. REINFORCING NOTES eg 3 3. PROVIDE HOT DIPPED GALVANIZED FINISH ON ANCHOR BOLTS,EXPANSION ANCHORS OR THREADED RODS USED TO CONNECT PRESSURE TREATED LUMBER TO CONCRETE OR MASONRY. Prelate No. 4. PROVIDE STANDARD PLATE WASHERS(3•X 3'X 1/4')UNDER HEADS OR NUTS OF 1801115:DIED-337R6 BOLTS BEARING ON WOOD. SEE SHEAR WALL SCHEDULE FOR SQUARE WASHER Dee : We: mar REQUIREMENTS AT SHEAR WALLS. SWS 05/07/18 Drown en Checked BY: Yg GC/KSH GLC PM Rahn:JR GNM*MINAa o No. Gown No. 0 14w 6