1931 W MUKILTEO BLVD T MOBILE ANTENNA 2019-11-25

TS STRUCTURAL GENE1. THE ARALINONo UPIEDSPECIALIZED MOBILE RADIO FACILITY. GENERAL RJ RALSTRUCRALNOTESOTES DAFF RAWINGFINISH ABBREVIATIONS LINEAR FEET T_ ■M"byle- 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A GRAPHIC REPRESENTATION OF THE FINAL 1. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED,THE DETAIL SHALL BE THE SAME AS AGL ABOVE GRADE LEVEL MAX MAXIMUM INSTALLATION.THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT,APPURTENANCES AND FOR OTHER SIMILAR WORK. AWG AMERICAN WIRE GAUGE MECH MECHANICAL LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 3. PRIOR TO THE SUBMISSION OF BIDS,THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. AC AIR CONDITIONING MFR MANUFACTURER FOR ALL CONTRACT DOCUMENTS,FIELD CONDITIONS,AND DIMENSIONS AND CONFIRMING THAT THE 3. NO PIPES,DUCTS,SLEEVES,CHASES,ETC.,SHALL BE PLACED IN SLABS,BEAMS,OR WALLS UNLESS ADJ ADJUSTABLE MGR MANAGER WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION.ANY SPECIFICALLY SHOWN OR NOTED,NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, C A SC A DI A P%l DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER. DUCTS,ETC.,UNLESS OTHERWISE NOTED.CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR APPROX APPROXIMATELY MIN MINIMUM INSTALLATION OF ANY ADDITIONAL PIPES,DUCTS,ETC. Precision Program Manage u 4. THE CONTRACTOR SHALL RECEIVE,IN WRITING,AUTHORIZATION TO PROCEED BEFORE STARTING WORK. AZ AZIMUTH MISC MISCELLANEOUS 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY BLDG BUILDING MTL METAL MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE OF ALL PERSONS AND PROPERTY;THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND CM CONSTRUCTION MANAGER MTZL METALIZE(D) 41C E N T E R L I N E LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD T-MOBILE AND THE ARCHITECT/ENGINEER HARMLESS FROM ANY AND ALL CAB CABINET Mw MICROWAVE AcAmdg I Akfwarkt 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS APPLICABLE CODES,REGULATIONS,AND ORDINANCES.CONTRACTOR SHALL GIVE ALL NOTICES AND PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF T-MOBILE OR THE CL CENTERLINE NEC NATIONAL ELECTRICAL CODE COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC ARCHITECT/ENGINEER. AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK.MECHANICAL AND ELECTRICAL SYSTEMS CLG CEILING NIC NOT IN CONTRACT SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.THEY DO SPECIFICATIONS AND LOCAL AND STATE JURISDICTIONAL CODES,ORDINANCES,AND APPLICABLE NOT INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL PROVIDE ALL MEASURES CLR CLEAR NTS NOT TO SCALE REGULATIONS. NECESSARY TO PROTECT THE STRUCTURE,WORKERS,AND PEDESTRIANS DURING CONSTRUCTION.SUCH MEASURES SHALL INCLUDE,BUT NOT BE LIMITED TO BRACING,SHORING CO COPPER N/A NOT APPLICABLE 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST SKILLS AND ATTENTION.THE FOR LOADS DUE TO CONSTRUCTION EQUIPMENT,TEMPORARY STRUCTURES,AND PARTIALLY CONC CONCRETE OC ON CENTER CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, COMPLETED WORK,ETC.OBSERVATION VISITS TO THE SITE BY THE ARCHITECT/ENGINEER SHALL TECHNIQUES,SEQUENCES,AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK NOT INCLUDE INSPECTION OF SUCH ITEMS. COND CONDUIT OD OUTSIDE DIAMETER UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE PROJECT MANAGER AND WITH LANDLORD'S AUTHORIZED REPRESENTATIVE. 6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. CONST CONSTRUCTION OP OVERHEAD POWER 8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 5 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF.LOAD CONT CONTINUOUS OT OVERHEAD FIBER 4(xER J,4 A FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. SHORING/BRACING N NOT EXCEED C W ERE STRUCTURE HAS NOT ATTAINED ED DESIGNVID O STRENGTH. CPM CASCADIA PM OPP OPPOSITE vOfµrAs�f�itrr[��tl� 9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE,AND KEEP SAME ON SITE ql WHENEVER ANY PERSONNEL ARE ON SITE. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES D/C DRAFTER/CHECKER PL PROPERTY LINE yPO WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR DEMO DEMOLISH PLYWD PLYWOOD 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN.MINOR MODIFICATIONS MAY BE REQUIRED SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION / TO SUIT JOB DIMENSIONS OR CONDITIONS,AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF OF THIS WORK. DIA DIAMETER PM PROJECT MANAGER THE WORK. tt 9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. DIM DIMENSION PROJ PROJECT 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, PAVING,CURBS,GALVANIZED SURFACES,ETC.,AND UPON COMPLETION OF WORK,REPAIR ANY DAMAGE 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. ON DOWN PROP PROPERTY THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER AND/OR DTL DETAIL P7 PRESSURE TREATED LANDLORD. 11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK(I.E.,DRYWALL,PLYWOOD,CEILING PANELS, 12. ON A DAILY BASIS:KEEP GENERAL AREA CLEAN,HAZARD FREE,AND DISPOSE OF ALL DIRT,DEBRIS, ETC.)SHALL BE REPLACED TO MATCH EXISTING. DWG DRAWING RO ROUGH OPENING 06/30!2015 RUBBISH,AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY.LEAVE PREMISES THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: EA EACH ROW RIGHT OF WAY CPM PROJECT NO.: 8717 IN CLEAN CONDITION AND FREE FROM PAINT SPOTS,DUST OR SMUDGES OF ANY NATURE. A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ELECT ELECTRICAL RRU REMOTE RADIO UNIT PRELJMINARY 13. CONTRACTOR TO PROVIDE COMPLETE SET OF AS-BUILT DRAWINGS WITHIN 10 WORKING DAYS OF ENGINEER. NO. DATE D/C 1 DESCRIPTION PROJECT COMPLETION. ELEV ELEVATION REQ REQUIRED 0 04-14-15 JG/MS 90%CD REVIEW B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ARCHITECT/ENGINEER, 1 05-20-15 RH/MSI CLIENT COMMENT 14 WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED,THE DETAIL SHALL BE THE SAME AS FOR AND OTHER DESIGNATED PERSONS.ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE EQ EQUAL SBTC SOLID BARE TINNED COPPER OTHER SIMILAR WORK. ATTENTION OF THE CONTRACTOR FOR CORRECTION;THEN,IF UNCORRECTED,TO THE PROPER EQUIP EQUIPMENT SF SQUARE FEET DESIGN AUTHORITY AND THE BUILDING OFFICIAL. SUgiMrffAL 15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. EXT EXTERIOR SHT SHEET C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS NO.1 DATE I D/C DESCRIPTION 16 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SUPERVISOR STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN FIN FINISH SPEC SPECIFICATION 005-28-15 MS/MS SNOPUD SUBMITT. SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR SHALL BEAR ALL CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE 1 06-02-15 EG/EG REVISED RFDS EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK. WORKMANSHIP PROVISIONS OF THE CODE. FLR FLOOR SQ SQUARE 2 06-30-15 IMS/MSI SNOPUD COMM. 17. ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE REPLACED OR REPAIRED TO D. COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS. FT FOOT,FEET SS STAINLESS STEEL WE NAME, MATCH EXISTING. STANDARD STRUCTURAL STEEL NOTES: GA GAUGE STL STEEL CHASE/SNOPUD 18. ALL ELEMENTS OF EXISITNG STRUCTURE TO REMAIN INDISTURBED,UNO. EXISTING STRUCTURE IS GALV GALVANIZED STRUCT STRUCTURE,STRUCTURAL ASSUMED TO BE IN GOOD CONDITION,FREE OF DAMAGE OR DETEREORATION. CONTRACTOR TO VERIFY 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM SRE ID: ALL ELEMENTS OF EXISTING STRUCTURE AFFECTED BY THIS MODIFICATION AND NOTIFY EOR IF ANY Al 23-Al 23M-02 UNLESS NOTED OTHERWISE. GC GENERAL CONTRACTOR TOC TOP OF CONCRETE S E01689A DAMAGE,DETEREORATION,OR DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THOSE DEPICTED ON THESE CONSTRUCTION DRAWINGS ARE FOUND. 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500,GRADE A OR A501. GWB GYPSUM WALL BOARD TOM TOP OF MASONRY SPECIAL INSPECTION 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC GR GRADE THRU THROUGH SRE ADDRESS: AND AWS D1.1 WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER 1. IF REQUIRED,SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL TABLE J2.4 IN THE AISC"MANUAL OF STEEL CONSTRUCTION",14TH EDITION. GRND GROUND TNND TINNED 1931 MUKILTEO BLVD INSPECTOR. EVERETT,WA 98203 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV.ASTM A307 BOLTS(5/8"DIA.UNO)AND HVAC HEATING,VENTING&AIR CONDITIONING UBC UNIFORM BUILDING CODE 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO THE OWNER,ARCHITECT, SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O AND SHALL INCLUDE HEAVY-HEX NUTS AND STRUCTURAL ENGINEER,CONTRACTOR,AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED. HORIZ HORIZONTAL UG UNDERGROUND STANDARD CUT WASHERS. SHEET TffLE 3. ANY MATERIAL WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BEHT HEIGHT LINO UNLESS NOTED OTHERWISE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER.SPECIAL 5. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL,LADDERS AND STEEL GRATING MAY USE 5/8"DIA GENERAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. GALVANIZED ASTM A307 BOLTS U.N.O. IBC INTERNATIONAL BUILDING CODE UP UNDERGROUND POWER NOTES 4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS FOR THE MATERIAL USED 6. ALL STRUCTURAL PIPE ASTM A53,TYPE E OR S,GRADE B. ID INSIDE DIAMETER OF UNDERGROUND FIBER IF THE CONSTRUCTION TOOK PLACE ON SITE.CONTINUOUS INSPECTION WILL NOT BE REQUIRED SPECIAL INSPECTION: IN INCH VIF VERIFY IN FIELD DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. 1. IF REQUIRED,SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSUL INSULATION VERT VERTICAL SHEET NO 5. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING THAT ALL WORK REQUIRING INSPECTOR PER CODE FOR THE FOLLOWING ITEMS: INT INTERIOR WP WATERPROOF SPECIAL INSPECTION WAS,TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE IN A. CONTINUOUS DURING THE INSTALLATION EXPANSION AND/OR ADHESIVE ANCHORS:INSPECT G N 1 0 HOLE SIZE,DEPTH,CLEANLINESS,AND INSTALLATION PER ICC REPORT. JBox JUNCTION BOX w/ WITH CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS. B. PERIODIC FOR HIGH STRENGTH BOLT INSTALLATIONS(A325). LB(S) POUND(S) W/0 WITHOUT ■