906 SE EVERETT MALL WAY T MOBILE ANTENNA 2021-09-22

LIMITS OF LIABILITY: WORK REQUIREMENTS: ABBREVIATIONS: LEGEND: GLOTEL HAS MADE EVERY EFFORT TO CREATE COMPLETE AND ACCURATE 1. ALL WORK MUST BE PERFORMED DURING THE OWNERS PREFERRED -- SUBJECT BOUNDARY LINE CONTRACT DOCUMENTS WITH THE BEST INFORMATION AVAILABLE AT THE HOURS. A/C AIR CONDITIONING MAX MAXIMUM TIME OF THEIR COMPLETION. CONTRACTORS ARE CAUTIONED THAT MINOR AGL ABOVE GROUND LEVEL MECH MECHANICAL ---------RIGHT-OF-WAY CENTERLINE OMISSIONS OR ERRORS IN THE CONTRACT DOCUMENTS MAY OCCUR AND 2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL AMSL ABOVE MEAN SEA LEVEL MTL METAL SHALL NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT CONSTRUCTION MEANS, METHODS,TECHNIQUES, SEQUENCES, AND APPROX APPROXIMATELY MFR MANUFACTURE RIGHT-OF-WAY UNE m o ®!3•l ,� ruled' AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THE PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER AWG AMERICAN WIRE GAGE MGR MANAGER - - ADJACENT BOUNDARY UNE DOCUMENTS. REFERENCE ADMINISTRATIVE REQUIREMENTS. THE CONTRACT. MIN MINIMUM BCW BARE COPPER WIRE MISC MISCELLANEOUS SECTIONAL BREAKDOWN UNE 3. ALL WORK PERFORMED ON THE PROJECT SHALL BE IN ACCORDANCE WITH BLDG BUILDING CONTRACT DOCUMENTS: ALL APPLICABLE CODES AND STANDARDS. SEE STRUCTURAL NOTES. BLK BLOCKING NA NIC NOT APPUCABLE NOT IN CONTRACT -�-COAX-COAX--COAX CABLE LINE FIBER- 4. IF INSPECTION OF WORK IS REQUIRED. THE CONTRACTOR SHALL NOTIFY CLR CLEAR NTS NOT TO SCALE -FIBER FIBER OPTIC CABLE UNE 1. THE CONTRACT DOCUMENTS INCLUDE THE AGENCY APPROVED PROJECT THE INSPECTION ENTITY 24 HOURS IN ADVANCE OF THE WORK TO BE COAX COAXIAL CABLE OHP-OHP OVERHEAD POWER UNE SPECIFICATIONS, PLANS.AND THEIR LATEST REVISIONS. ADDENDA,AND PERFORMED._ CONC CONCRETE _ OC ON CENTER - - CLARIFICATIONS. THE CONTRACT DOCUMENTS MAY ALSO INCLUDE - - CONST CONSTRUCTION - OD OUTSIDE DIAMETER -UGP-DOP-UGP-BURIED POWER LINE- - - - -- -- NETWORK CARRIER STANDARDS FOR INSTALLATION OF 5. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTILITY CONT CONTINUOUS TELECOMMUNICATIONS EQUIPMENT. AGENCIES PRIOR TO WORK WITH UTILITIES. REFERENCE UTILITIES SECTION. PLYWD PLYWOOD -CylS- BURIED GAS UNE 2. THE CONTRACTOR SHALL KEEP A MINIMUM OF ONE SET OF CONTRACT DIA DIAMETER PROJ PROJECT DH7-OFR OVERHEAD TELEPHONE LINE Glotel. DOCUMENTS ON FILE IN THE PROJECT OFFICE AT THE JOB SITE. 6. THE CONTRACTOR SHALL COORDINATE ON-SITE STORAGE WITH OWNER IN DWG DRAWING PROP PROPERTY -MT-DOT-UCT-BURIED TELEPHONE UNE COPIES OF THE PROJECT DOCUMENTS USED BY SITE STAFF SHALL BE ADVANCE OF WORK. PERMITS MAY BE REQUIRED FOR STORAGE ON PUBLIC PT PRESSURE TREATED UP TO DATE WITH THE PROJECT OFFICE COPY. RIGHT OF WAY. EA EACH -IY-W-W-W-BURIED WATER LINE ELEV ELEVATION REQ REQUIRED >Integrity DeliveredTM THE CONTRACTOR SHALL NOTIFY THE PROJECT TEAM OF ANY ERRORS. 7. ALL NEW CONSTRUCTION SHALL MATCH EXISTING CONSTRUCTION IN FORM, ELEC ELECTRICAL RF RADIO FREQUENCY -SS-SS-SS-BURIED SANITARY SEWER OMISSIONS, AND INCONSISTENCIES FOUND IN THE CONTRACT TEXTURE.FINISH, AND IN MATERIALS EXCEPT AS NOTED IN THE EQ EQUAL RM ROOM -SD-99 SD-BURIED STORM DRAIN DOCUMENTS. THE NOTIFICATION SHALL BE GIVEN BOTH VERBALLY AND CONSTRUCTION DOCUMENTS. EQUIP EQUIPMENT RO ROUGH OPENING IN WRITING WITHIN 24 HOURS OF DISCOVERY. EXT EXTERIOR RRH REMOTE RADIO HEAD DITCH LINE/FLOW LINE 8. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROTECT EXISTING RRU REMOTE RADIO UNIT VEGETATION LINE 4. IF AN ERROR OR OMISSION IN THE PROJECT DOCUMENTS REQUIRES WORK FROM DAMAGE DURING THE COURSE OF WORK FOR THIS PROJECT. FIN FINISH o FLUOR FLUORESCENT SHT SHEET -X-%-%-%-X-CHAIN LANK FENCE w RECTIFICATION,THE CONTRACTOR SHALL SUBMIT A PROPOSAL TO THE 9. THE CONTRACTOR SHALL PROVIDE WORK WHICH IS LEVEL, PLUMB.AND FLR FLOOR SIM SIMILAR REDS VERSION 7 PROJECT TEAM TO RECTIFY THE ISSUE. THE PROPOSAL MUST BE WITHIN TOLERANCES SPECIFIED BY CODES AND STANDARDS INCLUDED IN FT FOOT SPEC SPECIFICATION 0 0 0 WOOD FENCE APPROVED PRIOR TO WORK.0 THE STRUCTURAL NOTES. FRP FIBER-REINFORCED SF SQUARE FOOT rc POLYMER SS STAINLESS STEEL -x-x-x-•-x-x-x-:-BARBED WIRE WIRE FENCE a 5. THE CONTRACT DRAWINGS ARE PREPARED TO SCALE WITH THE BEST 10.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS STL STEEL 11 KNOWLEDGE OF THE SITE NOT SHOWN IN THE DRAWINGS, TO GLOTEL. WHERE DIMENSIONS ARE ACCORDING TO MANUFACTURER'S SPECIFICATIONS UNLESS NOTED GA GAUGE STRUCT STRUCTURAL THE CONTRACTOR SHOULD CLARIFY WITH THE PROJECT TEAM WHEN THE INFORMATION IS CRITICAL TO OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. GALV GALVANIZED STD STANDARD 6: GC GENERAL CONTRACTOR SUSP SUSPENDED a TRANSFORMER FIRE HYDRANT N PROPER INSTALLATION. 11.ANY SUBSTITUTIONS OF MATERIALS MUST BE APPROVED BY THE PROJECT GPS GLOBAL POSITIONING SYSTEM EVERETT rn TEAM IN WRITING. GRND GROUND THRU THROUGH )X UGHT STANDARD I14 GATE VALVE 6. THE CONTRACTOR SHALL DOCUMENT ALL CHANGES AND SUBSTITUTIONS TMA TOWER MOUNTED AMPLIFIER '" POWER VAULT B1 WATER METER ifim ON THE PROJECT OFFICE COPY OF THE CONTRACT DOCUMENTS. MALL /(A T T PARK 12.THE CONTRACTOR SHALL SUPPLY ALL MATERIALS INCIDENTAL TO THE HORZ HORIZONTAL TNNG TINNED 1V1(-]Lj� [-] j1 5 7. WHEN FABRICATION OF STRUCTURAL ITEMS ARE REQUIRED, IT MAY BE WORK DESCRIBED BY THE CONTRACT DOCUMENTS. HHR T HEIGHTOUR TYP TYPICAL ® UTILITY BOX A FIRE STAND PIPE w NECESSARY TO SUBMIT SHOP DRAWINGS FOR REVIEW BY GLOTEL. HVAC HEATING VENTILATION AIR CONDITIONING LINO UNLESS NOTED Jr UTILITY POLE 0 CATCH BASIN,TYPE I t^ SEE STRUCTURAL NOTES. 13.THE CONTRACTOR MUST RESTORE ALL PORTIONS OF THE PROJECT SITE b' TO IT'S PRE-WORK CONDITION. WHERE THE WORK PERFORMED DOES NOT OTHERWISE E- POLE GUY WIRE 0 CATCH BASIN.TYPE II m 8. DEFERRED SUBMITTALS ARE REQUIRED FOR MATERIALS TO BE ALLOW FOR PRE-WORK RESTORATION, WORK AREAS MUST BE REPAIRED D NSIDE DIAMETER ID GAS VALVE a SIGN SE01688A o PROVIDED BY THE CONTRACTOR. WHERE MATERIALS IN THE PLANS OR REPLACED TO MATCH EXISTING FINISH AND SITE GRADING. N NCH VERT VERTICAL NFO NFORMATION VIF VERIFY IN FIELD Ks GAS METER u BOLLARD I ARE DESIGNATED AS PROVIDED BY CONTRACTOR,THE CONTRACTOR NSUL NSULATION SHALL SUBMIT THE PREFERRED MATERIAL TO THE PROJECT TEAM FOR 14.THE CONTRACTOR IS RESPONSIBLE FOR ALL DISPOSAL OF DEBRIS AND NT NTERIOR W WITH n TELEPHONE VAULT MAIL BOX o REVIEW AND APPROVAL PRIOR TO WORK. ITEMS WHICH ARE SPECIFIED TO BE REMOVED IN THE COURSE OF WORK. / BC NTERNATIONAL BUILDING CODE W/O WITHOUT 0 TELEPHONE-RISER 234•z1 SPOT ELEVATION to WP WATER PROOF g ADMINISTRATIVE REQUIREMENTS: CAST-IN PLACE CONCRETE: Les POUNDS LMU LOCATION MEASUREMENT UNIT GRID REFERENCE 906 SE EVERETT MALL WAY w 1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS 1. ALL CONCRETE DESIGN DESCRIBED BY THIS SET OF DRAWINGS IS LTE LONG TERM EVOLUTION 0 EVERETT,WA 98208 ,3REQUIRED (INCLUDING FEES)TO COMPLETE THE WORK DESCRIBED BY BASED ON ACI 318 THE CONSTRUCTION DOCUMENTS. CONCRETE SLABS ON GRADE: SNOHOMISH COUNTY e 3 2. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM 28-DAY DETAIL REFERENCE 2. PRIOR TO BIDDING, THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF COMPRESSIVE STRENGTH OF 4,000 PSI. UNLESS SPECIFIED OTHERWISE. 1. SLAB-ON-GRADE CONSTRUCTION SHALL BE SUPPORTED ON A 6 INCH < THE PROJECT SITE AND CONTRACT DOCUMENTS TO UNDERSTAND THE LAYER OF CLEAN 3/4 INCH MINUS SUBGRADE COMPACTED TO A DESIGN AND CONDITIONS AFFECTING THE WORK TO BE PERFORMED. 3. EACH CONCRETE MIX DESIGN SHALL HAVE A CYLINDER TEST HISTORY DENSITY OF NO LESS THAN 95%OF THE MODIFIED PROCTOR /Y1 03-01-2021 ANY ERRORS, OMISSIONS, AND DISCREPANCIES MUST BE SUBMITTED OF 60 DAYS MINIMUM, TESTED IN ACCORDANCE WITH ASTM C39, MAXIMUM DRY DENSITY(ASTM 0-1557). SUBGRADE SHALL BE 1`.C'>..'l ELEVATION REFERENCE ,_A x TO THE PROJECT TEAM VERBALLY AND IN WRITING. TESTED BY AN ACI CERTIFIED STRENGTH TESTING TECHNICIAN, AND SUPPORTED ON UNDISTURBED NATIVE SOIL OR PROPERLY PLACED THE STRENGTH STATISTICALLY DETERMINED IN ACCORDANCE WITH ACI AND COMPACTED STRUCTURAL FILL. I C D K 3. THE CONTRACTOR SHALL PROVIDE A WARRANTY FOR WORK FOR A 318. EACH MIX DESIGN USED ON SITE SHALL BE SUBMITTED TO, \VI A,6 PERIOD OF ONE YEAR.THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND RECEIVED BY THE PROJECT TEAM BEFORE THE CONCRETE IS 2. INTERIOR SLABS-ON-GRADE SHALL BE CAST OVER A 4 MIL VAPOR SECTION REFERENCE A� / ai o AND SHALL REMEDY ALL FAULTY, INFERIOR, AND/OR IMPROPER PLACED ON SITE. BARRIER. �P aF WASy/ w MATERIALS, DAMAGED GOODS,AND/OR FAULTY WORKMANSHIP.ALL ROOFING AND WATERPROOFING MUST BE WARRANTED FOR A PERIOD OF TWO YEARS.THE PERIOD BEGINS AT SUBSTANTIAL COMPLETION OF 4. RAW MATERIALS, MANUFACTURE,AND DELIVERY TO THE FORMWORK SHALL BE IN ACCORDANCE WITH ASTM C94 AND ACI 318. 3. PROVIDE CONTROL JOINTS IN ALL SLABS ON GRADE. JOINTS ARE TO �- �' - ;? ti0 t^ BE INSTALLED AT 14 TO 16 FEET ON CENTER EACH WAY MAXIMUM A REVISION J• vTHE PROJECT. UNLESS SHOWN OTHERWISE ON THE DRAWINGS. ALL SAW CUT '-Q I- _. 1 to 5. EMBEDDED ITEMS ARE TO BE SECURELY FASTENED SO THAT THEY DO JOINTS IN CONCRETE SLABS ARE TO.BE MADE WITH AN EARLY CUT V 17 i,y 2 o 4. THE CONTRACTOR SHALL PROVIDE A COPY OF LICENSE AND NOT MOVE DURING PLACEMENT OF THE CONCRETE. REFERENCE THE SAW AS SOON AS POSSIBLE AFTER POURING BUT NO LATER THAN 7` d o INSURANCE TO THE TELECOMMUNICATIONS CARRIER. REINFORCING STEEL SECTION. ONE HOUR AFTER FINISHING. 6. TWO CYLINDERS SHALL BE TAKEN FOR EACH LOAD DELIVERED TO THE ,1.9 - S'wFORMWORK. SAMPLES ARE TO BE TAKEN FROM THE CONCRETE AS IT 4. PROVIDE ISOLATION JOINTSM AROUND ALL COLUMNS/SPREADR FOOTINGS. ! f } SITE SAFETY: JOINTS SHALL BE FORMED BY INSERTING PREFORMED JOINT FILLER •� ' .�,3� O IS PLACED IN THE FORMWORK IN ACCORDANCE WITH ASTM C172. FOR THE FULL DEPTH OF THE SLAB. `'� a 1. THE CONTRACTOR SHALL PROVIDE OSHA COMPLIANT PROTECTION FOR CYLINDERS ARE TESTED PER ASTM C39 AND TESTED BY AN ACI 4O FC THE SAFETY OF THE SITE STAFF AT ALL TIMES DURING THE CERTIFIED CSTT. CONCRETE SAMPLES ARE TO BE TESTED FOR AIR 5. PROTECT CONCRETE FROM DAMAGE OR REDUCED STRENGTH DUE TO :11: (STw` \C\CONSTRUCTION OF THE PROJECT. CONTENT AND WATER CEMENT RATIO. ALL TEST RESULTS ARE COLD OR HOT WEATHER IN ACCORDANCE WITH ACI 305 AND 306. \vG¢ SUBMITTED TO THE PROJECT TEAM WITHIN ONE MONTH OF PLACING CONTRACTOR SHALL TAKE SPECIAL CURING PRECAUTIONS TO MINIMIZES�ONAE2. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD THE CONCRETE ON SITE. SHRINKAGE CRACKING OF CONCRETE SLABS. z FREE DURING CONSTRUCTION. SITE SHALL BE LEFT IN CLEAN7, WHEN AMBIENT TEMPERANRES FALL BELOW 55 DEGREES FAHRENHEIT,CONDITION AND FREE FROM DIRT AND DEBRIS. SURFACES SHALL BE 6. THE CONTRACTOR SHALL TAKE CARE THAT HEAVY EQUIPMENT AND ID CLEANED OF GREASE, PALM, OR OTHER MATERIALS NOT SPECIFIED IN THE CONTRACTOR SHALL FOLLOW GUIDELINES DESCRIBED IN ACI 306. AREAS USED FOR STAGING 00 NOT AND DAMAGE SLABS ON GRADE. ES 01-09-2022 > THE CONSTRUCTION DOCUMENTS. WHEN AMBIENT TEMPERATURES RISE ABOVE 90 DEGREES FAHRENHEIT, DAMAGED SLABS ON SHALL BE REPAIRED OR REPLACED AT NO THE CONTRACTOR SHALL FOLLOW GUIDELINES DESCRIBED IN ACI 305. ADDITIONAL EXPENSE TO THE OWNER. L 3. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING THE CONCRETE SHALL BE PROTECTED FROM FREEZING OR FROM REVISIONS E PROPERTIES FROM PHYSICAL HARM, NOISE, DUST, DIRT,AND FIRE AS EXCESSIVE HEAT WITH TENTS OR BLANKETS TO PROVIDE FOR HEAT OR 7. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH p REQUIRED BY THE GOVERNING AGENCIES. THE CONTRACTOR IS MOISTURE LOSS. OF 2,500 PSI. UNLESS SPECIFIED OTHERWISE. - REV. DATE DESCRIPTION BY RESPONSIBLE FOR REPAIR OF ANY DAMAGE. • oz ISSUED FOR 90B REVIEW AF °- 8. ALL CONCRETE SHALL BE PLACED AS CLOSE TO PRACTICAL TO THE N 4. THE CONTRACTOR IS RESPONSIBLE FOR THE SECURITY OF THE FINAL DESTINATION IN THE FORM. CONCRETE SHALL NOT BE PLACE CONCRETE OR MASONRY ANCHORAGE: 0 w/at/st ISSUED FOR 100%CONSTRUCTION a F PROJECT SITE AREA. FROM A HEIGHT GREATER THAN 6 FEET FROM THE POINT OF z DISCHARGE. 1. EXPANSION BOLTS INTO CONCRETE SHALL BE'KWIK BOLT TZ' AS w 5. WHERE WORK REQUIRES OPEN HAZARDS TO SITE STAFF.THE HAZARD MANUFACTURED BY THE HILT( CORP., INSTALLED IN STRICT SHALL BE TEMPORARILY MITIGATED TO OSHA STANDARD UNTIL THE 9. VIBRATION SHALL BE USED TO CONSOLIDATE CONVENTIONAL CONCRETE. ACCORDANCE WITH ICC-ES REPORT ESR-1917. SPECIAL go HAZARD IS CLOSED. EXTERNAL STINGER VIBRATORS SHALL BE INSERTED VERTICALLY INTO INSPECTION IS REQUIRED. EXPANSION ANCHORS EXPOSED TO FORMS EVERY 36 INCHES MAXIMUM AND FOR EACH LIFT. STINGER WEATHER SHALL BE STAINLESS STEEL. z 6. SEE STRUCTURAL NOTES. VIBRATORS SHALL BE INSERTED TO A VERTICAL DEPTH OF 12 INCHES O INTO PREVIOUS LIFTS TO ENSURE CONSOLIDATION. FOLLOW - GUIDELINES USED IN ACI 309R. REINFORCING STEEL: UTILITY REQUIREMENTS: 10.REPAIRS FOR MINOR DEFECTS MAY BE ADMINISTERED BY AN 1. ALL DETAILING, FABRICATION,AND PLACEMENT OF REINFORCING STEEL p 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTILITY EXPERIENCED CRAFTSMAN WITHOUT AN APPROVED PROCEDURE. A SHALL BE IN ACCORDANCE WITH THE ACI MANUAL OF CONCRETE AGENCIES PRIOR TO WORK WITH UTILITIES. MINOR DEFECT INCLUDES BUG HOLES, HONEYCOMBING, CHIPS, AND PRACTICE. J SPALLS THAT DO NOT EXCEED % INCH OF DEPTH INTO THE FACE OF 2. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO WORK. THE CONCRETE. MAJOR REPAIRS EXTENDING BEYOND I INCH OF 2. REINFORCING BARS SHALL BE DEFORMED AND CONFORM TO ASTM DEPTH AND UP TO THE REINFORCING MAY BE REPAIRED WITH AN A615 OR A706, GRADE 60. REINFORCING TIE WIRE MAY BE GRADE ( TITLE 1 ut'i APPROVED REPAIR PROCEDURE. REPAIR PROCEDURES MAY BE 40. J 3. CONTRACTOR TO PROTECT, REPLACE AND/OR REROUTE ANY EXISTING GENERAL NOTES to UTILITIES ENCOUNTERED DURING THE COURSE OF WORK. SUBMITTED TO THE PROJECT TEAM FOR APPROVAL IN ADVANCE OF FIELD WORK. DAMAGE EXTENDING BEYOND STEEL REINFORCING 3. REINFORCING STEEL SPLICES SHALL BE 40 BAR DIAMETERS OR TWO REQUIRES A RETROFIT DESIGN OR IS REJECTED. TRANSVERSE WIRE SPACINGS FOR WIRE MATS. ITT ti `,4 o SPECIAL CONSIDERATIONS FOR WEATHERPROOFING: 11.SEE ARCHITECTURAL NOTES FOR CONCRETE FINISH REQUIREMENTS 4. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE IN /Iwt/r e 'Zj 0 : Know what's below. SHEET 1...1 z STRUCTURESACCORDANCE WITH ACI 318. ® CALL before.you dig. 1. ALL PENETRATIONS TO EXISTING MUST BE SEALED WITH x 'iz APPROVED WEATHERPROOFING. IF WEATHERPROOFING IS OMITTED, 5. NO.5 OR LARGER REINFORCING BARS SHALL NOT BE RE-BENT k li EXISTING STRUCTURES: WITHOUT APPROVAL BY THE STRUCTURAL ENGINEER. ( \ (;, CONTACT THE PNGJPRTTEAM FOR CPPROVALION OR PROVIDE A �` WEATHERPROOFING PROPOSAL FOR APPROVAL. G- 1 1. THE EXISTING FRAMING IS REPRODUCED FROM THE LATEST 6. WELDING OF REPAR IS NOT ALLOWED WITHIN THE MIDDLE THIRD OF 2. CONTRACTOR SHALL COORDINATE WITH OWNER AND THE EXISTING INFORMATION PROVIDED. SOME FRAMING AND MATERIALS THE BAR LENGTH. WELDING OF REBAR IS CONDUCTED IN DIG ALERT 2 ROOFING CONTRACTOR OF RECORD FOR ANY AUGMENTATION TO THE ROOF MEMBRANE,AND HAVING THE WORK GUARANTEED UNDER THE ENCOUNTERED AT THE TIME OF CONSTRUCTION MAY VARY FROM THAT SHOWN IN THE PLANS. IF THE PLAN CONDITION VARIES FROM THE ACCORDANCE WITH ABS D1.4. USE ONLY ASTM A706 REINFORCING. CALL AT LEAST TWO WORKING ¢o ROOFING CONTRACTOR'S EXISTING WARRANTY. AS-BUILT CONDITION,THE CONTRACTOR SHOULD CONSULT THE 7. WIRE REINFORCING CONFORMS TO ASTM A82 OR A185. DAYS BEFORE YOU DIG II S PROJECT TEAM FOR A REVISED DETAIL OR DIRECTION TO PROCEED. w 8. CONCRETE COVER FOR REINFORCING STEEL CONFORMS TO ACI 318. (GLOTEL PROJECT#: J656J 2w1 25