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<br /> LIMITS OF LIABILITY: WORK REQUIREMENTS: ABBREVIATIONS: LEGEND:
<br /> GLOTEL HAS MADE EVERY EFFORT TO CREATE COMPLETE AND ACCURATE 1. ALL WORK MUST BE PERFORMED DURING THE OWNERS PREFERRED -- SUBJECT BOUNDARY LINE
<br /> CONTRACT DOCUMENTS WITH THE BEST INFORMATION AVAILABLE AT THE HOURS. A/C AIR CONDITIONING MAX MAXIMUM
<br /> TIME OF THEIR COMPLETION.CONTRACTORS ARE CAUTIONED THAT MINOR AGL ABOVE GROUND LEVEL MECH MECHANICAL ---------RIGHT-OF-WAY CENTERLINE
<br /> 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 T � , '�}p®
<br /> SHALL NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT CONSTRUCTION MEANS, METHODS,TECHNIQUES, SEQUENCES. AND APPROX APPROXIMATELY MFR MANUFACTURE RIGHT-OF-WAY LINE
<br /> 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 LINE 0 m
<br /> DOCUMENTS. REFERENCE ADMINISTRATIVE REQUIREMENTS. THE CONTRACT. MIN MINIMUM
<br /> BCW BARE COPPER WIRE MISC MISCELLANEOUS --- - -- SECTIONAL BREAKDOWN LINE
<br /> 3. ALL WORK PERFORMED ON THE PROJECT SHALL BE IN ACCORDANCE WITH BLDG BUILDING -�X-�X-COAX COAX CABLE LINE
<br /> ALL APPLICABLE CODES AND STANDARDS. SEE STRUCTURAL NOTES. BLK BLOCKING NA NOT APPUCABLE CONTRACT DOCUMENTS: NIC NOT IN CONTRACT -FIBER-F"" FIBER OPTIC CABLE LINE1. THE CONTRACT DOCUMENTS INCLUDE THE AGENCY APPROVED PROJECT 4. IF INSPECTION OF WORK IS REQUIRED, THE CONTRACTOR SHALL NOTIFY CLR CLEAR NTS NOT TO SCALE
<br /> SPECIFICATIONS. PLANS.AND THEIR LATEST REVISIONS,ADDENDA, AND THE INSPECTION ENTITY 24 HOURS IN ADVANCE OF THE WORK TO BE COAX COAXIAL CABLE OHP-OUP OVERHEAD POWER LINE
<br /> CLARIFICATIONS. THE CONTRACT DOCUMENTS MAY ALSO INCLUDE PERFORMED. CONC CONCRETE OC ON CENTER -UGP-(MP-uGP-BURIED POWER LINE -
<br /> NETWORK CARRIER STANDARDS FOR INSTALLATION OF CON57 CONSTRUCTION OD OUTSIDE DIAMETER
<br /> TELECOMMUNICATIONS EQUIPMENT. 5. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTILITY CONT CONTINUOUS -GASGAS-GAS-BURIED GAS LINE
<br /> - - AGENCIES PRIOR TO WORK WITH UTILITIES. REFERENCE UTILITIES SECTION. - -- PLYWD PLYWOOD Glotel.
<br /> 2. THE CONTRACTOR SHALL KEEP A MINIMUM OF ONE SET OF CONTRACT DIA DIAMETER PROD PROJECT OHT OHT OVERHEAD TELEPHONE LINE
<br /> 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 -UGT MT UGT- BURIED TELEPHONE LINE
<br /> 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
<br /> UP TO DATE WITH THE PROJECT OFFICE COPY. RIGHT OF WAY. EA EACH -w-w-w-w- BURIED WATER LINE
<br /> ELEV ELEVATION REG REQUIRED >Integrity DeliveredTM
<br /> 3. 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 -SO 33-55- BURIED SANITARY SEWER
<br /> OMISSIONS, AND INCONSISTENCIES FOUND IN THE CONTRACT TEXTURE. FINISH, AND IN MATERIALS EXCEPT AS NOTED IN THE EQ EQUAL RM ROOM -SD 50 50- BURIED STORM DRAIN
<br /> DOCUMENTS. THE NOTIFICATION SHALL BE GIVEN BOTH VERBALLY AND CONSTRUCTION DOCUMENTS. EQUIP EQUIPMENT RO ROUGH OPENING
<br /> IN WRITING WITHIN 24 HOURS OF DISCOVERY. EXT EXTERIOR RRH REMOTE RADIO HEAD DITCH LINE/FLOW LINE ` ..1
<br /> 8. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROTECT EXISTING RRU REMOTE RADIO UNIT VEGETATION LINE
<br /> 4. IF AN ERROR OR OMISSION IN THE PROJECT DOCUMENTS REQUIRES WORK FROM DAMAGE DURING THE COURSE OF WORK FOR THIS PROJECT. FIN FINISH
<br /> o FLUOR FLUORESCENT SHT SHEET -X-X-X-X-X-CHAIN LINK FENCE
<br /> w RECTIFICATION,THE CONTRACTOR SHALL SUBMIT A PROPOSAL TO THE
<br /> r 9. THE CONTRACTOR SHALL PROVIDE WORK WHICH IS LEVEL, PLUMB, AND FLR FLOOR SIM SIMILAR REDS VERSION 4
<br /> PROJECT TEAM TO RECTIFY THE ISSUE. THE PROPOSAL MUST BE WITHIN TOLERANCES SPECIFIED BY CODES AND STANDARDS INCLUDED IN FT FOOT SPEC SPECIFICATION 0 ❑ ❑ WOOD FENCE
<br /> i APPROVED 6
<br /> PRIOR TO WORK. THE STRUCTURAL NOTES. FRP FIBER-REINFORCED SF SQUARE FOOT
<br /> POLYMER S5 STAINLESS STEEL -x-x-x-x-x-)1-x-x-BARBED WIRE/WIRE FENCE
<br /> I 5. THE CONTRACT DRAWINGS ARE PREPARED TO SCALE WITH THE BEST 10.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS STL STEEL
<br /> J NOT SHOWN THE DRAWINGS,KNOWLEDGE OF THE SITE GIVEN TO GLOTEL. WHERE DIMENSIONS ARE ACCORDING TO MANUFACTURER'S SPECIFICATIONS UNLESS NOTED GA GAUGE STRUCT STRUCTURAL
<br /> ti
<br /> WITH THE PROJECT TEAMMWHEN
<br /> THE CONTRACTOR SHOULD THE INFORMATION IS CLARIFY CRITICAL TO OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. GALV GALVANIZED STD STANDARD 1
<br /> rc GC GENERAL CONTRACTOR SUSP SUSPENDED TRANSFORMER FIRE HYDRANT ONEIL/
<br /> I- PROPER INSTALLATION.
<br /> rn 11.ANY SUBSTITUTIONS OF MATERIALS MUST BE APPROVED BY THE PROJECT GPS GLOBAL POSITIONING SYSTEM X LIGHT STANDARD D4 GATE VALVE
<br /> IT 6. THE CONTRACTOR SHALL DOCUMENT ALL CHANGES AND SUBSTITUTIONS TEAM IN WRITING. GRND GROUND THRU THROUGH TMA TOWER MOUNTED AMPUFIER 1-1 POWER VAULT El WATER METER SILVERLAKE N/
<br /> VI ON THE PROJECT OFFICE COPY OF THE CONTRACT DOCUMENTS.
<br /> El 12.THE CONTRACTOR SHALL SUPPLY ALL MATERIALS INCIDENTAL TO THE HORZ HORIZONTAL TNNG TINNED
<br /> 0
<br /> 57. WHEN FABRICATION OF STRUCTURAL ITEMS ARE REQUIRED, IT MAY BE WORK DESCRIBED BY THE CONTRACT DOCUMENTS. HR HOUR TYP TYPICAL LEI f.UTILITY BQX ( FIRE STAND PIPE pUD
<br /> w NECESSARY TO SUBMIT SHOP DRAWINGS FOR REVIEW BY GLOTEL. HT HEIGHT Ff UTILITY POLE ❑ CATCH BASIN, TYPE I
<br /> `^ SEE STRUCTURAL NOTES. 13.THE CONTRACTOR MUST RESTORE ALL PORTIONS OF THE PROJECT SITE HVAC HEATING VENTILATION AIR CONDITIONING LINO UNLESS NOTED
<br /> J TO IT'S PRE-WORK CONDITION. WHERE THE WORK PERFORMED DOES NOT OTHERWISE K- POLE GUY WIRE CD CATCH BASIN, TYPE II
<br /> co 8. GAS VALVE SIGN
<br /> 8. DEFERRED SUBMITTALS ARE REQUIRED FOR MATERIALS TO BE ALLOW FOR PRE-WORK RESTORATION, WORK AREAS MUST BE REPAIRED D NSIDE DIAMETER
<br /> O PROVIDED BY THE CONTRACTOR. WHERE MATERIALS IN THE PLANS OR REPLACED TO MATCH EXISTING FINISH AND SITE GRADING. N NCH VERT VERTICAL - SE01608E
<br /> NFO NFORMATION VIF VERIFY IN FIELD ® GAS METER BOLLARD
<br /> I ARE DESIGNATED AS PROVIDED BY CONTRACTOR,THE CONTRACTOR NSUL NSULATION
<br /> p SHALL SUBMIT THE PREFERRED MATERIAL TO THE PROJECT TEAM FOR 14.THE CONTRACTOR IS RESPONSIBLE FOR ALL DISPOSAL OF DEBRIS AND TELEPHONE VAULT MAIL BOX
<br /> o REVIEW AND APPROVAL PRIOR TO WORK. ITEMS WHICH ARE SPECIFIED TO BE REMOVED IN THE COURSE OF WORK. NT NTERIOR W/ WITH 1-1
<br /> BC NTERNATIONAL BUILDING CODE W/0 WITHOUT o TELEPHONE-RISER 234.21 SPOT ELEVATION
<br /> w WP WATER PROOF
<br /> ADMINISTRATIVE RE UIREMENTS: CAST-IN PLACE CONCRETE: LBS POUNDS
<br /> Q LMU LOCATION MEASUREMENT UNIT OX GRID REFERENCE 1331 112TH ST SE
<br /> Et 1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS 1. ALL CONCRETE DESIGN DESCRIBED BY THIS SET OF DRAWINGS IS LTE LONG TERM EVOLUTION EVERETT,WA 98208
<br /> T REQUIRED (INCLUDING FEES)TO COMPLETE THE WORK DESCRIBED BY BASED ON ACI 318 SNOHOMISH COUNTY
<br /> THE CONSTRUCTION DOCUMENTS. CONCRETE SLABS ON GRADE: e
<br /> 3 2. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM 28-DAY DETAIL REFERENCE
<br /> 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
<br /> ' THE PROJECT SITE AND CONTRACT DOCUMENTS TO UNDERSTAND THE LAYER OF CLEAN 3/4 INCH MINUS SUBGRADE COMPACTED TO A
<br /> 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 03-30-2021 1
<br /> z ANY ERRORS, OMISSIONS,AND DISCREPANCIES MUST BE SUBMITTED OF 60 DAYS MINIMUM, TESTED IN ACCORDANCE WITH ASTM C39, MAXIMUM DRY DENSITY(ASTM D-1557). SUBGRADE SHALL BE ELEVATION REFERENCE
<br /> 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
<br /> THE STRENGTH STATISTICALLY DETERMINED IN ACCORDANCE WITH ACI AND COMPACTED STRUCTURAL FILL. 1,A C D
<br /> O 3. THE CONTRACTOR SHALL PROVIDE A WARRANTY FOR WORK FOR A 318. EACH MIX DESIGN USED ON SITE SHALL BE SUBMITTED TO, 1\11 i1i
<br /> x 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 /
<br /> o AND SHALL REMEDY ALL FAULTY, INFERIOR,AND/OR IMPROPER PLACED ON SITE. BARRIER. � OF WA$h,�
<br /> MATERIALS, DAMAGED GOODS,AND/OR FAULTY WORKMANSHIP.ALL 4. RAW MATERIALS, MANUFACTURE,AND TO THE FORMWORK �� :� �C
<br /> ROOFING AND WATERPROOFING MUST BE WARRANTED FOR A PERIOD3. PROVIDE CONTROL JOINTS IN ALL SLABS ON GRADE. JOINTS ARE TO Q REVISION
<br /> rn OF TWO YEARS. THE PERIOD BEGINS AT SUBSTANTIAL COMPLETION OF SHALL T IN ACCORDANCE WITH ASTM DELIVERY AND ACI 318. BE INSTALLED AT 14 TO 16 FEET ON CENTER EACH WAY MAXIMUM
<br /> 9 THE PROJECT. UNLESS SHOWN OTHERWISE ON THE DRAWINGS. ALL SAW CUT .•.� O
<br /> N 5. EMBEDDED ITEMS ARE TO BE SECURELY FASTENED SO THAT THEY DO JOINTS IN CONCRETE SLABS ARE TO BE MADE WITH AN EARLY CUT 1 � .ri Z
<br /> 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 b
<br /> I INSURANCE TO THE TELECOMMUNICATIONS CARRIER. REINFORCING STEEL SECTION. ONE HOUR AFTER FINISHING. ■,�17 1�i1'�,
<br /> N 6. TWO CYLINDERS SHALL BE TAKEN FOR EACH LOAD DELIVERED TO THE 4. PROVIDE ISOLATION JOINTS AROUND ALL COLUMNS/SPREAD FOOTINGS. T,N4111
<br /> 4 ,I.!1.1 - ''FORMWORK. SAMPLES ARE TO BE TAKEN FROM THE CONCRETE AS IT JOINTS SHALL BE FORMED.BY INSERTING PREFORMED JOINT FILLERiSITE SAFETY: IS PLACED IN THE FORMWORK IN ACCORDANCE WITH ASTM C172. 0'3L y FOR THE FULL DEPTH OF THE SLAB. ♦ ,1. THE CONTRACTOR SHALL PROVIDE OSHA COMPLIANT PROTECTION FOR CYLINDERS ARE TESTED PER ASTM C39 AND TESTED BY AN ACIOFCTHE 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 � I S T E. G\\Ltej �
<br /> CONSTRUCTION OF THE PROJECT. CONTENT AND WATER CEMENT RATIO. ALL TEST RESULTS ARE COLD OR HOT WEATHER IN ACCORDANCE WITH ACI 305 AND 306.
<br /> SUBMITTED TO THE PROJECT TEAM WITHIN ONE MONTH OF PLACING CONTRACTOR SHALL TAKE SPECIAL CURING PRECAUTIONS TO MINIMIZE S/ON AL EN
<br /> 2. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD THE CONCRETE ON SITE. SHRINKAGE CRACKING OF CONCRETE SLABS.
<br /> z FREE DURING CONSTRUCTION. SITE SHALL BE LEFT IN CLEAN 7, WHEN AMBIENT TEMPERATURES FALL BELOW 55 DEGREES FAHRENHUT,
<br /> CONDITION AND FREE FROM DIRT AND DEBRIS. SURFACES SHALL BE 6. THE CONTRACTOR SHALL TAKE CARE THAT HEAVY EQUIPMENT AND
<br /> W CLEANED OF GREASE. PAINT, OR OTHER MATERIALS NOT SPECIFIED IN THE CONTRACTOR SHALL FOLLOW GUIDEUNES DESCRIBED IN ACI 306. AREAS USED FOR STAGING DO NOT AND DAMAGE SLABS ON GRADE. ` EXPIRES 01-09-2022 si
<br /> > THE CONSTRUCTION DOCUMENTS. WHEN AMBIENT TEMPERATURES RISE ABOVE 90 DEGREES FAHRENHEIT, DAMAGED SLABS ON SHALL BE REPAIRED OR REPLACED AT NO
<br /> THE CONTRACTOR SHALL FOLLOW GUIDELINES DESCRIBED IN ACI 305. ADDITIONAL EXPENSE TO THE OWNER.
<br /> I-i 3. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING THE CONCRETE SHALL BE PROTECTED FROM FREEZING OR FROM
<br /> ¢ 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 REVISIONS
<br /> U. REQUIRED BY THE GOVERNING AGENCIES.THE CONTRACTOR IS MOISTURE LOSS. OF 2,500 PSI. UNLESS SPECIFIED OTHERWISE.
<br /> REV. DATE DESCRIPTiON
<br /> RESPONSIBLE FOR REPAIR OF ANY DAMAGE. A 03/05/21 ISSUED FOR 90X REVIE
<br /> W EW AF
<br /> 8. ALL CONCRETE SHALL BE PLACED AS CLOSE TO PRACTICAL TO THE 0 w/xVz1 ISSUED FOR 100XEVI CONSTRUCTION AF
<br /> IIT 4. THE CONTRACTOR IS RESPONSIBLE FOR THE SECURITY OF THE ANAL DESTINATION IN THE FORM. CONCRETE SHALL NOT BE PLACE CONCRETE OR MASONRY ANCHORAGE:
<br /> v1 PROJECT SITE AREA. FROM A HEIGHT GREATER THAN 6 FEET FROM THE POINT OF
<br /> z DISCHARGE. 1. EXPANSION BOLTS INTO CONCRETE SHALL BE•KWIK BOLT TZ' AS
<br /> w 5. WHERE WORK REQUIRES OPEN HAZARDS TO SITE STAFF, THE HAZARD MANUFACTURED BY THE HILTI CORP., INSTALLED IN STRICT
<br /> 3 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
<br /> p HAZARD IS CLOSED. EXTERNAL STINGER VIBRATORS SHALL BE INSERTED VERTICALLY INTO INSPECTION IS REQUIRED. EXPANSION ANCHORS EXPOSED TO
<br /> o FORMS EVERY 36 INCHES MAXIMUM AND FOR EACH LIFT. STINGER WEATHER SHALL BE STAINLESS STEEL.
<br /> z 6. SEE STRUCTURAL NOTES. VIBRATORS SHALL BE INSERTED TO A VERTICAL DEPTH OF 12 INCHES
<br /> o INTO PREVIOUS LIFTS TO ENSURE CONSOLIDATION. FOLLOW
<br /> GUIDELINES USED IN ACI 309R. REINFORCING STEEL:
<br /> UTILITY REQUIREMENTS: 10.REPAIRS FOR MINOR DEFECTS MAY BE ADMINISTERED BY AN 1. ALL DETAILING, FABRICATION,AND PLACEMENT OF REINFORCING STEEL
<br /> z EXPERIENCED CRAFTSMAN WITHOUT AN APPROVED PROCEDURE. A SHALL BE IN ACCORDANCE WITH THE ACI MANUAL OF CONCRETE
<br /> p 1. AGE CONTRACTORIESPRIORTOIS RESPONSIBLEIT FOR COORDINATING WITH UTILITY MINOR DEFECT INCLUDES BUG HOLES, HONEYCOMBING, CHIPS, AND PRACTICE. ` J
<br /> v AGENCIES PRIOR WORK WITH UTILITIES.LL SPALLS THAT DO NOT EXCEED Yt INCH OF DEPTH INTO THE FACE OF
<br /> o THE CONCRETE. MAJOR REPAIRS EXTENDING BEYOND 3 INCH OF 2. REINFORCING BARS SHALL BE DEFORMED AND CONFORM TO ASTM
<br /> 2. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO WORK. A615 OR A706, GRADE 60. REINFORCING TIE WIRE MAY BE GRADE
<br /> DEPTH AND UP TO THE REINFORCING MAY BE REPAIRED WITH AN GINERAL TIThENOTES
<br /> '^ 3. CONTRACTOR TO PROTECT, REPLACE AND/OR REROUTE ANY EXISTING APPROVED REPAIR PROCEDURE. REPAIR PROCEDURES MAY BE 40.
<br /> 1 UTILITIES ENCOUNTERED DURING THE COURSE OF WORK. SUBMITTED TO THE PROJECT TEAM FOR APPROVAL IN ADVANCE OF
<br /> N FIELD WORK. DAMAGE EXTENDING BEYOND STEEL REINFORCING 3. REINFORCING STEEL SPLICES SHALL BE 40 BAR DIAMETERS OR TWO
<br /> REQUIRES A RETROFIT DESIGN OR IS REJECTED. TRANSVERSE WIRE SPACINGS FOR WIRE MATS. � `* '
<br /> z SPECIAL CONSIDERATIONS FOR WEATHERPROOFING: 11.SEE ARCHITECTURAL NOTES FOR CONCRETE FINISH REQUIREMENTS 4. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE IN / "\ I1I
<br /> Know what's below.
<br /> QACCORDANCE WITH ACI 318. d - SHEET
<br /> 1. ALL PENETRATIONS TO EXISTING STRUCTURES MUST BE SEALED WITH r 1� , CALL before you dig.
<br /> I- [ G.._ 1
<br /> APPROVED WEATHERPROOFING. IF WEATHERPROOFING IS OMITTED, 5. NO.5 OR LARGER REINFORCING BARS SHALL NOT BE RE-BENT
<br /> p CONTACT THE PROJECT TEAM FOR CLARIFICATION OR PROVIDE A EXISTING STRUCTURES: WITHOUT APPROVAL BY THE STRUCTURAL ENGINEER. � ,'
<br /> V WEATHERPROOFING PROPOSAL FOR APPROVAL. \ � �_
<br /> z 1. THE EXISTING FRAMING IS REPRODUCED FROM THE LATEST 6. WELDING OF REBAR IS NOT ALLOWED WITHIN THE MIDDLE THIRD OF = -
<br /> 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
<br /> '• ROOFING CONTRACTOR OF RECORD FOR ANY AUGMENTATION TO THE ENCOUNTERED AT THE TIME OF CONSTRUCTION MAY VARY FROM THAT ACCORDANCE WITH AWS D1.4. USE ONLY ASTM A706 REINFORCING. CALL AT LEAST TWO WORKING
<br /> O: ROOF MEMBRANE. AND HAVING THE WORK GUARANTEED UNDER THE SHOWN IN THE PLANS. IF THE PLAN CONDITION VARIES FROM THE
<br /> o ROOFING CONTRACTOR'S EXISTING WARRANTY. AS-BUILT CONDITION, THE CONTRACTOR SHOULD CONSULT THE
<br /> PROJECT TEAM FOR A REVISED DETAIL OR DIRECTION TO PROCEED. 7. WIRE REINFORCING CONFORMS TO ASTM A82 OR A185. DAYS BEFORE YOU DIG
<br /> ?
<br /> w 8. CONCRETE COVER FOR REINFORCING STEEL CONFORMS TO ACI 318. / 1
<br /> / (GLOTEL PROJECT#: J656 J
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