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-PLANS PREPARED FOR:
<br /> GENERAL SPECIFICATIONS PAINTING NOTES&SPECIFICATIONS STRUCTURAL SPECIFICATIONS
<br /> Sprint ).
<br /> 1.THE LATEST EDITION OF THE AMERICAN INSTITUTE OF ARCHIILEIS DOCUMENT 21. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER,POWER AND TOILET A. GENERAL A. GENERAL 7. MIXING:PREPARATION OF CONCRETE SHALL CONFORM TO ASTM
<br /> A201 "GENERAL CONDIONS OF THE CONTRACT FOR CONSTRUCTION'ARE FACILITIES AS REQUIRED BY THE PROPERTY OWNER,SPRINT,AND THE CITY C-94.NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN
<br /> OR GOVERNING AGENCY. 1. ALL PAINT PRODUCT ONES SHALL BE SHERWIN WILLIAMS UNLESS 1. PRECEDENCE UNLESS OTHERWISE SHOWN OR SPECIFIED,THE CONCRETE BATCHING AND CONCRETE PLACEMENT UNLESS 15395 SE 30TH PL
<br /> INCLUDED IN THESE SPECIFICATIONS AS IF COMPLETELY REPRODUCED HEREIN. SPECIFICALLY NOTED OTHERWISE BY SPRINT. FOLLOWING GENERAL NOTES SHALL APPLY. INFORMATION ON APPROVED BY A 1 ESIING AGENCY. BELLEVUE,WASHINGTON 98007
<br /> 2.THIS FACILITY IS AN UNOCCUPIED PCS TELECOMMUNICATIONS SITE AND IS 22- THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDLINING THE THESE DRAWINGS SHALL HAVE THE FOLLOWING PRECEDENCE.
<br /> EXEMPT FROM ADA ACCESS REQUIREMENTS. CONSTRUCTION DOCUMENTS TO ILLUSTRATE THE AS-BUILT CONDITION OF THE 2. CONTRACTOR SHALL PREPARE ALL SURFACES AND APPLY ALL FINISHES 8. SEGREGATION OF AGGREGATES:CONCRETE SHALL NOT BE FLOPPED
<br /> SITE THIS SHALL BE DONE AFTER THE SITE HAS BEEN AWARDED FINAL PER LATEST EDITION OF MANUFACTURER'S SPECIFICATIONS, A. ALL DIMENSIONS TO TAKE PRECEDENCE OVER SCALE SHOWN ON THROUGH REINFORCING STEEL(AS IN WALLS,COLUMNS,CAISSON, -PLANS PREPARED BY:
<br /> 3.PRIOR TO SUBMISSION OF BIDS,THE CONTRACTORS PARTICIPATING SHALL INSPECTION SF�W.LTMBEE PRONGED OPONSIBLE BTHIES RINTING ECON$TRUCTION CY.ONE SET OF REDLJNEDMANAGER. PLANS,SECTIONS AND DETAILS. AND DROP CAPITALS)SO AS TO CAUSE SEGREGATION OF AGGREGATES.
<br /> COT THEM JOT SHE-WITH THE CONSTRUCTIONOM AND DCONTRACT ERE-TO - - - - 3. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS REGARDING --.. _. USE HOPPERS, CHUTES,TRUNKS OR PUMP HOSE SO THAT THE FREE I N F I N I GY8
<br /> AS L THAT THE PROJECT CAN BE AS WITH ALED Eno DESIGNED
<br /> NDITIHERON, 23,THE LATEST EDNiN OF ALL PERMITTED AND APPROVED PLNS PERTAINING SUFFICIENT DRYING TIME BETWEEN COATS WITH PROVISIONS AS B. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE
<br /> A5 WELL AS TO PROPOSED THEMSELVES WITH ALL FIELD CONDITIONS TO'THIS PROJECT SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED RECOMMENDED BY MANUFACTURER FOR EXISTING WEATHER CONDETONS. UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5
<br /> AFFECTING THE PROPOSED PROJECT INSTALLATIONS
<br /> DEMOLITION,ELECTRICAL, OVER GENERAL NOTES AND TYPICAL DETAILS.
<br /> MECHANICAL AND STRUCTURAL INSTALLATIONS PRIOR TO PROCEEDING WITH BY WORKERS,ALL CONSTRUCTION SETS SHALL REFLECT THE SAME 9. SPLICES OF SECURELY
<br /> STEEL SHALL BE LAPPED A MINIMUM 30
<br /> CONSTRUCTION.SHOULD ANY ERRORS OMISSION,OR DISCREPANCIES BE INFORMATION.THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION, 4. FINISH COLOR AND IEJLIURE OF ALL PAINTED SURFACES SHALL C. MATERIAL NOTES AND SPECIFICATIONS ON THE DRAWINGS SHALL DIAMETERS AND SECURELY WIRED TOGETHER.SPLICES OF OF FROM ZERO TO INFINI GY
<br /> FOUND,THE GENERAL CONTRACTOR SHALL IMMEDIATELY NOTIFY TN WRITING, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS,ADDENDA AND CHANGE MATCH COSTING ADJACENT SURFACES UNLESS OTHERWISE NOTED TAKE PRECEDENCE OVER THE SPECIRCATIONS. REINFORCING BARS SHALL BE STAGGERED WHEREVER POSSIBLE.
<br /> THE SPRINT CONSTRUCTION MANAGER AND THE ARCHITECT. ORDERS ON THE PREMISES AT ALL TRE.THESE ARE TO BE UNDER THE BY SPRINT. the solutions are endless
<br /> CARE OF THE CONSTRUCTION SUPERINTENDENT. 2. OTHER TRADES:SEE THE ARCHITECTURAL DRAWINGS FOR ALL
<br /> 4.IN THE EVENTU DISCREPANCIESWITHINO TENSE DRAWINGS,THE CONDUCTOR 5. ALLPAINT MATERIAL DATA SHEETS SHALL BE PROVIDED TO THE 10. REAR CLEARANCE BEM COVERAGE FOR JOISTS, BTIES,GIRDERS
<br /> SHALL INCLUDE THE MORE COSTLY OR EXTENSIVE WORK IN THE BID,UNLESS 24.THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERUJS ON SPRINT CONSTRUCTION MANAGER. DIMENSIONS NOT SHOWN. AND COLUMNS SHALL BE TO FACE OF STIRRUPS OR TIES.UNLESS 250E W.HIGGINS RD,SUITE 510
<br /> SPECIFICALLY DIRECTED OTHERWISE BY SPRINT.IF A DISCREPANCY E)OST5 A DAILY BASIS,EXCEPT FOR THAT SPECIFIED AR THE PROPERTY OF THE OTHERWISE NOTED,CONCRETE COVERAGE FOR REINFORCING BARS TO HOFFMAN ESTATES,IL 60169
<br /> AND THE PROJECT MANAGER AND ARCHITECT ARE NOT NOTIFIED,THE BUILDING OR PROPERTY OWNER AND SHALL EXERCISE STRICT CONTROL 6, PREPARE PREVIOUSLY PAINTED SURFACE 13Y LIGHT SANDING WITH 400 3. GENERAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY FACE OF BAR SHALL BE AS FOLLOWS
<br /> OVER SITE CLEANING THROUGHOUT CONSTRUCTION AND FINAL CLEAN-UPUNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. JOB NUMBER 499-035
<br /> GENERAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL COSTS GIRD"SANDPAPER AND NON-HYDROCARBON WASH.PREPARE GALVANIZED
<br /> INCURRED TO REPAIR OR CORRECT AU.PROBLEMS THAT RESULT, UPON COMPLETION OF WORK ALL AREAS ARE TO BE LEFT IN A BROOM SURFACES BY ACID ETCH OR SOLVENT CLEANING IN ACCORDANCE WITH CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE A.CONCRETE IN CONTACT WITH EARTH,UNFORMED 3"
<br /> CLEAN CONDITION AT THE END OF EACH DAY THEN AT A VACUUM CLEAN SSPC-SP1. SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. B.CONCRETE IN CONTACT WITH EARTH,FORMED 2'
<br /> 5.THEE DRAWINGS SHALL NOT BE SCALED AS THESE DRAWINGS ARE INTENDED CONDITION,FREE FROM PAINT SPOTS,DUST OR SMUDGE OF ANY NATURE -SITE ACQ:
<br /> AT COMPLETION OF WORK. C.WALL,EXTERIOR FACE 1-1/2
<br /> TO BE FOR DIAGRAMMATIC PURPOSES ONLY.FIGURED DIMENSIONS HAVE 7. FURNISH DROP CLOTHS,SHIELDS,MASKING AND OTHER PROTECTIVE 4. SHORING:IT SHALL-BE THE RESPONSIBILITY OF THE CONTRACTOR D.WALL,INTERIOR FACE �'
<br /> PRECEDENCE OVER DRAWING SCALE AND DETAIL DRAWINGS HAVE 25,THE GENERAL CONTRACTOR MUST PERFORM WORK DURING PROPERTY METHODS TO PREVENT SPRAY OR DROPPINGS FROM DAMAGING ADJACENT TO INSTALL ALL TEMPORARY BRACING AND SHORING TO INSURE
<br /> PRECEDENCE OVERL SMALL SCALESIN DRAWINGS.CONTRACTOR SHALL CHECK THE OWNER'S PREFERRED HOURS TO AVOID DISRUPTION OF NORMAL AMITY. SURFACES AND-FACILITIES. THE SAFETY OF THE WORK UNTIL ET IS COMPLLILU.THIS INCLUDES E.STRUCTURAL SLABS 3/4"
<br /> ACCURACY OF ALL ANY MITER OR BEGIN UNLESSCSTRUCTIOLLY NOTED. UNDERPINNING EXISTING FOOTINGS WHERE APPUCABLE F.JOISTS 3/4' sma rtl i nk
<br /> DO NOT FABRICATE ANY DIMENSIONH BEGIN ANY CONSTRUCTION UNTIL THE 26 ALL EXPOSED METAL SHALL BE HOT-DIPPED GALVANIZED. 8. APPLY PAINT BY AIRLESS SPRAY,SANDING LIGHTLY BETWEEN EACH VV
<br /> ACCURACY OF DRAWING DIMENSIONS HAS BEEN VERIFIED AGAINST ACTUAL SUCCEEDING ENAMEL COAT ON FLAT SURFACES.APPLY MATERIAL TO G. BEAMS,GIRDERS&COLUMNS 1-1 2
<br /> FIELD DIMENSIONS 27.SEAL ALL PENETRATIONS THROUGH ARE-RATED AREAS WITH U.L.USTED OR ACHIEVE A COATING NO THINNER THAN THE DRY FILM THICKNESS 5. SAFETY:THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE
<br /> FIRE MARSHALL APPROVED MATERIALS IF AND WHERE APPLICABLE TO THIS INDICATED. UNLESS OTHERWISE INDICATED,THEY DO NOT INDICATE THE METHOD II, PENETRATIONS: NO SLEEVES OR CHASES SHALL BE PLACED IN
<br /> 6.THE CONTRACTORT, ENAN INCLUDEAN IN HIS OR HER BID ALL .T FACILITY AND PROJECT SITE. OF CONSTRUCTION. BEAMS,SLABS,WALLS AND COLUMNS, EXCEPT THOSE SHOWN ON THE
<br /> EQUIPMENT, ATEDAPPURTENANCES AND LABOR NECESSARY TO COMPLETE THE PLANS.CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR 11410 NE 122ND WAY STE.102
<br /> WORK AS INDICATED OR IMPLIED M'THESE DRAWINGS. 9. APPLY BLOCK FILTER TO CONCRETE BLOCK CONSTRUCTION AND 6. WATERPROOFING:WATERPROOFING AND DRAINAGE DETAILS OR INSTALLATIONS OF ANY ADDITIONAL SLEEVES OR CHASES.ALL
<br /> 28. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN ENSURE COMPLETE COVERAGE WITH PORES COMPLETELY FILLED. KIRKLAND,WA 98034
<br /> 7.CONTRACTOR SHALL NOTIFY THE SPRINT CONSTRUCTION MANAGER,THE 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF SPECIFICATIONS SHOWN IN THESE DRAWINGS ARE FOR GENERAL PLUMBING, ELECTRICAL AND MECHANIGLL OPENINGS SHALL BE
<br /> PROPERTY OWNER AND THE ARCHITECT IF ANY DETAILS ME CONSIDERED THE PROJECT AREA UNDER CONSTRUCTION. 10. CONTRACTOR SHALL CORRECT RUNS,SAGS,MISSES AND OTHER DEFECTS INFORMATIONAL PURPOSES ONLY.CONTRACTOR TO NOTIFY THE SLEEVES.CORING IS NOT ALLOWED UNLESS PRIOR APPROVAL IS
<br /> IMPRACTICAL,UNSUITABLE,UNSAFE,NOT WATERPROOF,OR NOT WITHIN INCLUDING INADEQUATE COVERAGE AS DIRECTED BY THE SPRINT SPRINT CONSTRUCTION MANAGER AND THE ARCHITECT IF ANY OBTAINED FROM THE STRUCTURAL ENGINEER.
<br /> CUSTOMARY TRADE PRACTICE.IF WORK IS PERFORMED,IT WILL BE 29.ELECTRICAL POWER SYSIrAI SHALL BE GROUNDED PER NEC ARTICLES 250 CONSTRUCTION MANAGER.REPAINT AS NECESSARY TO ACHIEVE SURFACES INADEQUATE OR IMPROPER CONDITIONS.
<br /> T10N ASSUMED THAT THERE IS NO TO ANY DETAIL.DETAILS ME AND 810. THAT ARE SMOOTH,EVENLY COATED WITH UNIFORM SHEEN AND FREE 12. EMBEDDED ITEMS:CONDUIT PLACED IN A CONCRETE SLAB SHALL -ENGINEERING LICENSE:
<br /> RESULT TO SHOW THE END RESULT OF THE DESIGN.MINOR FROM BLEMISHES. B. STEEL NOT HAVE AN OUTSIDE DIAMETER GREATER THAN 1/4 THE THICKNESS
<br /> BE ATIONS MAY BE REQUIRED TO SUIT JOB CONDTONS,AND SHALL 30.ALL NEW OPENINGS IN THE EXTERIOR ENVELOPE OF CONDITIONED SPACESOF THE SLAB.CONDUIT SHALL NOT BE EMBEEDED IN A SLAB THAT
<br /> BE INCLUDED AS PART OF THE WORK SUCH AS AT WALL AND ROOF PENETRATIONS SHALL BE CAULKED OR 1. ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE MEMBERS }�
<br /> SFAI FO TO LIMIT INFILTRATION OF AIR AND MOISTURE B. PAINTING SCOPE IS LESS THAN 3-1/2'THICK,UNLESS SLAB IS LOCALLY THICKENED. � �JOi7 JLs
<br /> 8.EXISTING ELEVATIONS AND LOCATIONS SHALL BE VERIFIED BY THE SHALL CONFORM TO ASTM A-36 AND BE FABRICATED IN MINIMUM CLEAR DISTANCE BETWEEN COUNDURS SHALL BE SIX INCHES. Y
<br /> CONTRACTOR BEFORE CONSTRUCTION.IF THEY DIFFER FROM THOSE SHOWN 31. UPON COMPLETION OF CONSTRUCTION,SPRINT CONSTRUCTION MANAGER 1. PAINT THE FOLLOWING MATERIALS AND SYSTEMS CHECKED BELOW ACCORDANCE WITH THE SPECIFICATIONS OF THE AISC, '�, V..'WArS/1 ,,
<br /> ON THE PLANS,THE CONTRACTOR SHALL NOTIFY THE SPRINT CONSTRUCTION SHALL CONDUCT A WALK-THRU WITH PROPERTY OWNER OR REPRESENTATIVE WITH THE COATING SYSTEM INDICATED. 13. ANCHORING:ALL ANCHOR BOLTS, REINFORCING STEEL, DOWELS. .Al'`�
<br /> MANAGER AND THE ARCHITECT SO THAT MODIFICATIONS CAN OF PROPERTY OWNER. 2. ALL BOLTS SHALL CONFORM TO ASTM A-307 UNLESS OTHERWISE INSEHIS, ETC.,SHALL BE WELL SECURED IN POSITION PRIOR TO O� '�� 4'
<br /> MANAGER
<br /> BE MADE BEFORE PROCEEDING WITH THE WORK. PAINTING SCOPE NOTED ON PLANS. HIGH STRENGTH BOLTS SHALL CONFORM TO PLACING CONCRETE.NO REPOSITIONING DURING CONCRETE POUR
<br /> 32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL sTSIE1M coAnnD DD NDT ASTM A-325 IS ALLOWED. �� ,y
<br /> EQUIPMENT IN A CLEAN WORKING ORDER UNTIL ACCEPTANCE OF THE SURFACE TO BE PAINTED SYSTEM PAINT PAINT WA y,
<br /> 9.THE CONTRACTOR SHALL VERIFY AU.TELEPHONE&RADIO EQUIPMENTV] `
<br /> LAYOUTS,SPECIFICATIONS PERFORMANCE,INSTALLATION AND FINAL LOCATIONS PROJECT BY SPRINT. sTS UNIT X 14. CURING:SLABS SHALL BE SPRAYED WITH A CURING COMPOUND
<br /> WITH SPRINT CONSTRUCTION MANAGER PRIOR TO BEGINNING WORK.THE ALL EQUIPMENT CABINETS OTHER THAN THE BTs X 3. STEEL PIPE COLUMNS SHALL BE GRADE'B'CONFORMING TO ASTMA
<br /> 33,INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE UNIT IMMEDIATELY AFTER FINISHING.CURING COMPOUNDS USED ON A
<br /> CONTRACTOR TOR IOASY BE RESPONSIBLE FOR COORDINATING ALL WORK WITH A53,TING CONCRETE WHERE TILE OR FLOOR COVERING IS TO BE BONDED
<br /> ERICSSON RADIO SYSTEMS. MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY BRACKETS ANDASSANTENNA COVERS.nOCIAILT�EDCHARDWARE CABLE AND TO THE CONCRETE SURFACE SHALL BE APPROVED BY THE TILE , /_ f,,,
<br /> OTHERWISE INDICATED,OR WHERE LOCAL CODES OR REGULATION TAKE SEE PLANS SEES PLANS 4. STEEL TUBING SHALL BE GRADE"B'CONFORMING TO ASTM A500.
<br /> PRECEDENCE. CABLE COVERS EXPOSED TO VIEW EXPOSED OR FLOOR COVERING MANUFACTURER. KEEP SLAB WET FOR 7 DAY 10.ALL SYMBOLS&ABBREVIATIONS USED ON THESE DRAWINGS ARE CONSIDEREDCABLECO ERSEXPOSEDTC. MINIMUM PERIOD. / 53981
<br /> CONSTRUCTION STANDARDS,IF THE CONTRACTOR HAS QUESTIONS REGARDING FIASHIND UNITS,METAL TRIM AND OTHER METAL x 5. ALL WELDING SHALL BE DONE BY THE SHIELDED ARC METHOD. / ,.4
<br /> THEIR EXACT MEANING,THE SPRINT CONSTRUCTION MANAGER ABS THE SURFACES ALL WELDERS SHALL BE PROPERLY QUALIFIED AND BE PRE-APPROVED. BE t�
<br /> ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE THE CONTRACTOR PLWS000..UNMEEE000 WOODY�TRIM INCRETE BLOCK LUDING X SURFACES WHERE WELDS ARE X SURPLUS METAL SHALL BE ESNOT EXPOSED TO VIEW.ALL WELDING 15 BEINGSED OFF TO SMOOTH. EVEN
<br /> CONSOLIDATION:
<br /> PLACED WITH ELECTRICALLY OPERATEDVIBRATED
<br /> VIBRATING EQUIPMENT. �SSIO A7 � �~
<br /> PROCEEDS WITH THE WORK. Hv
<br /> 11.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,LICENSES AND THE BACK SIDE OF ALL SCREENWALLS SHALL COMPLY WITH THE LATEST A.W.S.SPECIFICATIONS. D. TIMBER
<br /> THOSE
<br /> INI THE COST
<br /> ST OF FOR WORK
<br /> SPRINT.
<br /> OF THE WORK AND INCLUDE ROOFING&WATERPROOFING NOTES CONCREL X
<br /> ETE POLES X 6. THE FOLLOWING WELDING EQUIPMENT MUST BE USED: 1. ALL FRAMING LUMBER FOR 4X AND LARGER BEAMS SHALL BE NO. 1
<br /> THOSE THE COST OF THE WORK TO SPRINT. METAL POLES AND METAL POLE STAND-OFF X A. 250 AMP WELDERS. GRADE DOUGLAS FIR.,S45, UNLESS NOTED OTHERWISE ON THE 11-22-2019
<br /> 12.THE CONTRACTOR SHALL PROVIDE CONTINUOUS SUPERVISION AND DIRECT ALL B. ROD OVENS. DRAWINGS.
<br /> WORK WHILE ANY SUBCONTRACTORS OR WORKERS ARE ONSITE,USING HIS 1 CONTRACTOR SHALL CONTACT BUILDING OWNER TO DETERMINE IF ROOF IS C. COATING SYSTEM SPECIFICATIONS C. GRINDERS.
<br /> OR HER BEST SKILL AND ATTENTION.THE CONTRACTOR SHALL BE HELD UNDER WARRANTY.CONTRACTOR SHALL GUARANTEE THAT ANY AND ALL NEW 2.ALL FRAMING LUMBER FOR 2X RAFTERS AND JOISTS SHALL BE NO.2 -DRAINING NOTICE:
<br /> RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES, ROOFING WORK MEETS THE SPECIFICATION OF ANY EXISTING ROOFING 1. DIM ACRYLIC COATING(SERIES B66)BY SHERWIN WILLIAMS CO.1MIL 7. NO BUZZ BOXES SHALL BE USED. GRADE DOUGLAS FIR,S45, UNLESS NOTED OTHERWISE ON DRAWINGS
<br /> PROCEDURES,SEQUENCES,AND COORDINATION OF ALL PORTIONS OF THE WARRANTIES SUCH THAT THE WARRANTY IS NOT MADE INVAUD AS A RESULT OFT PER COAT APPLIED IN TWO COATS OVER DTM BONDING PRIMER THESE DOCUMENTS ARE CONFIDENTIAL AND ARE
<br /> CONTRACTED WORK. OF THIS WORK.IF IT IS DETERMINED THAT THE ARCHITECT'S DETAILING IS 8. ALL STRUCTURAL STEEL SHALL HAVE MILL CERTIFICATION. MILL 3.STRIPPING, BLOCKING, BACKING AND OTHER NON-STRUCTURAL
<br /> (B66A50). LUMBER SHALL BE NO.2 OR STD&BTR GRADE DOUGLAS FlR.S45. THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
<br /> 13.WORKMANSHIP THROUGHOUT SHALL BE OF THE BEST QUALITY OF THE INADEQUATE OR IMPROPER OR IF ANY OTHER DISCREPANCY IS FOUND,THE CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR EXAMINATION
<br /> TRADE INVOLVED,AND SHALL QUALITYI OR EXCEED THE FOLLOWING MINIMUM CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE SPRINT 2. 100%ACRYLIC,LATEX COATING EQUIVALENT TO A-TOO(SERIES A-82) BY THE DESIGN ENGINEER AND THE CITY INSPECTOR. 2X4 STUD WALLS SHALL BE D.E. STANDARD& BTR. REPRODUCED,DISSEMINATED OR REDISTRIBUTED
<br /> PROJECT MANAGER IN WRITING.THE THE ORIGINAL
<br /> WILL BE ULTIMATELY HELD
<br /> - WITHOUT THE EXPRESS WRITTEN CONSENT OF
<br /> REFERENCE STANDARDS FOR AND PROFESSIONAL CONSTRUCTIONBY SHERWIN WILLIAMS CO. 1 MIL DFT PER COAT APPLIED IN TWO COATS
<br /> PRACTICE RESPONSIBLE FOR COMPLYING WITH THE ORIGINAL ROOF MANUFACTURER'S OVER SPECIFIED PRIMER, 9. ALL HIGH STRENGTH BOLTS SHALL HAVE MILL CERTIFICATION. 4.ALL BEAMS,JOISTS AND RAFTERS SHALL BE INSTALLED WTTH CROWN SPRINT.
<br /> SPECIFICATIONS. SIDE UP.
<br /> MILL CERTFICATON $HAIL BE KEPT ON THE JOB$TIE FOR
<br /> NRCA NATIONAL ROOFING CONTRACTORSC ASSOCIATIONO'HAR D. PAINT&PRIMER EXAMINATION BY THE INSPECTOR. 5.ROOF PLYWOOD SHALL MATCH EXISTING PLYWOOD SHEATHING WITH A
<br /> 2. CONTRACTOR SHALL USE METHODS AND MATERIALS SIMILAR TO AND
<br /> 10255 INTERNATIONAL CENTER -REVISIONS:
<br /> CEMPPTIBEE WITH EXISTING MATERIALS&CONDITIONS FOR ROOF PATCHING,
<br /> 10255 W.HIGGINS ROAD,SUITE 6W ANTENNAS 10, STEEL THAT HAD BEEN WELDED,CUT L SCRATCHED IN THE FIELD SPAN INDEX RATIO 32 EDGE NAIL WITH8dWfT AT fi'O.C. UNLESS
<br /> ROSEMONT,IL 60018-5607 NEW PENETRATIONS,ETC. PRIMER-KEN AQUA ENT-W525
<br /> SHALL BE TOUCHED UP WITH COLD GALVANIZING PAINT. NOTED OTHERWISE ON PLANS.FGIELD NAIL WfiH 8d AT 12'O.C. DESCRIPTION DATE
<br /> SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS 3. THE CONTRACTOR SHALL PROPERLY SEAL ALL NEW ROOF&BUILDING TOPCOAT-COROTHANE II B65W200/B60V22
<br /> NATIONAL ASSOCIATION ENVELOPE PENETRATIONS SUCH THAT THE INTEGRITY OF THE ORIGINAL 11. WELDING INDICATED IN THESE DRAWINGS IS DESIGNED FOR ONE 6. PLYWOOD SHEETS SHALL BE LAID WITH THE FACE GRAIN
<br /> 4201 LAFAYETTE CENTER DRIVE BUILDING ASSEMBLY AND ALL APPLICABLE WARRANTIES ARE MAINTAINED. BITS CABINET HALF OF ALLOWABLE CODE STRESSES UNLESS NOTED PERPINDICULAR TO SUPPORTS AND WITH THE EDGES STAGGERED,
<br /> CHANTILLY,VA 20151-1219 PRIMER-KEM AQUA E61-W525 4. IF IT IS DEEMEDNECESSARY TO REMOVE DEISTICFINISHES AND/OR TOPCOAT-COROTHANE II B65W200/060V22 'FULL STRESS'AT END OF WELD SYMBOL UNLESS NOTED OTHERWISE ON THE PLANS.
<br /> IILP INTERNATIONAL INSTITUTE FOR LATH AND PLASTER MATERIALS,THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECONSTRUCTING 7.PLYWOOD SHALL BE GRADE MARKED BY DFPA,DECO, OR Fl1 AND
<br /> 820 TRANSFER ROAD FINISHES AND MATERIALS TO LIKE-NEW CONDEMN.CONTRACTOR SHALL COAXIAL JUMPER CABLES C. CONCRETE
<br /> ST.PAUL,MN 55114-1406 MAINTAIN THE ORIGINAL COLORS,APPROVED
<br /> MATURES&FINISHES UNLESS S RUCTION LLY PRIMER-AS REQUIRED FOR ADHESION.APPLY ONE COAT OF KEN SHALL CONFORM TO PS 1-83.
<br /> NOTED IN THESE DRAWINGS OR APPROVED BY THE SPRINT CONSTRUCTION AQUA WATER REDUCIBLE PRIMER E61W25 REDUCED 25% 1. STRENGTH:CONCRETE FOR THE PROJECT SFiAL.L HAVE THE
<br /> 14.INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDTIEON OF THE MANAGER IN ADVANCE. TOPCOAT-2 COATS COROTHANE II POLYURETHANE B65W200/860V2 FOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT AGE OF 28 DAYS: 8.THE MAXIMUM MOISTURE CONTENT OF ALL LUMBER SHALL NOT REV.PER CITY COMMENTS I1/12/19 EPR
<br /> MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS OTHERWISE INDICATED SAT THE SPRINT CONSTRUCTION MANAGER'S DIRECTION,THE CONTRACTOR EXCEED 24%AT THE TIME OF INSTALLATION. V. ER SO 9/5/19 R 2
<br /> BY SPRINT.OR WHERE LOCAL CODE OR REGULATIONS TAKE PRECEDENCE. SHALL PROVIDE ROOFTOP WALKPADS TO ALL NEW EQUIPMENT INCLUDING RAW STEEL LOCATION STRENGTH WI. SLUMP ADMIXTURE
<br /> 9. MINIMUM NAILING SHALL COMPLY WTfH TABLE 23-1-q OF BUILDING REV.PER EQUIPMENT LOCATION 7/II/19 ERR
<br /> 15.THE CONTRACTOR SHALL VERIFY,COORDINATE,AND PROVIDE ALL NECESSARY ANTENNAS AND BIS UNITS AND ALONG COAX CABLE ROUTING.ON PRIMER-KEN BOND HS B5OW24,DART ACRYLIC PRIMER CODE.ALL NAILS SHALL BE COMMON WIRE NAILS. ISSUEDFOR CONSTRUCTION 11/29/18 EPR 0
<br /> BLOCKING.BACKING,FRAMING,HANGERS OR OTHER SUPPORTS FOR ALL CONVENTIONAL ROOFING,THE WALK PADS SHALL BE"DUCK BOARDS'AS TOPCOAT-2 COATS COROTHANE II POLYURETHANE B65W200/B60V2 A.SLAB&FOOTING 3000psi 150pcf 4' NONE
<br /> ITEMS. MANUFACTURED BY MC OR EQUAL ON SPECIAL ROOFING SYSTEMS,SUCH 10.ALL BOLTS SHALL HAVE STANDARD CUT WASHERS UNDER HEADS ISSUED FOR REVIEW 10/1/18 EPR A
<br /> AS SINGLE MEMBRANE ROOFING.THE WALK PADS SHALL BE AS NOED ON GALVANIZED METAL 2. INSPECTION:CONCRETE WITH SPECIFIED STRENGTH GREATER THAN ANTI/ORSLI SS WHERE IN CONTACT WITH ASHD. SITE NAME
<br /> 18.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL GIVE ALL REQUIRED PLANS OR AS REQUIRED BY NOTES 1 &2 ABOVE. ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR PRIMER COAT AND 2500psi SHALL BE CONTINUOUSLY INSPECTED DURING PLACEMENT
<br /> CONSTRUCTION NOTICES AND SHALL COMPLY WITH ALL APPLICABLE LOCAL FINISH COAT(GALVITE HIGH SOLIDS OR DTM PRIMER/FINISH) BY A DEPUTY INSPECTOR EMPLOYED BY A ITV IING LABORATORY Ti. AG BOLTS SHALL BE SCREWED INTO PLACE, NOT DRIVEN.LAG
<br /> CODE.REGULATIONS.LAWS AND ORDINANCE,AS WELL AS THE STATE APPROVED BY THE BUILDING DEPT. BOLTS SHALL BEAL IN PRE-DRILLED HOLES WITH A WESTERN MEDICAL
<br /> DEPARTMENT OF INDUSTRIAL RELATIONS REGULATIONS,INCLUDING BUT NOT STAINLESS STEEL DIAMETEROLTS EQUAL INSTALLEDTO T DIAMETER D BOLT.
<br /> UNTIED TO THE DMSION OF OCCUPATIONAL SAFETY AND HEALTH(OSHA). PRIMER-OTM WASH PRIMER,B71Y1 3. REBAR GRADES:REINFORCING STEEL SHALL BE CLEAN PREFORMED SPRINT SITE#:
<br /> TOPCOAT-2 COATS COROTHANE II POLYURETHANE B65W200/B60V2 BARS CONFORMING TO ASTM A615 AS FOLLOWS:
<br /> 17.THE CONTRACTOR SHALL PROTECT ALL PROPERTY FROM DAMAGE THAT MAY 12.CONNECTORS:ALL SHEET METAL FRAMING CONNECTORS SHOWN IN
<br /> OCCUR DURING CONSTRUCTION.ANY DAMAGE TO NEW AND EXISTING PRE-PRIMED STEEL THE PLANS SHALL BE STRONG CONNECTORS AS MANUFACTURED BY
<br /> TOUCH UP ANY RUST OR UN-PRIMED STEEL WITH KEM BOND HS, #4 &SMALLER BARS GRADE 40 SE52XC20
<br /> FINISHES,,ETC.SHALLA STRUCTURE,LANDSCAPING,CURBS,STAIRS,NTHE SAMSON COMPANY,SUBSTITUTIONS MAY BE MADE WHEN
<br /> EQUIPMENT,ETC. BE IMMEDIATELY REPAIRED OR REPLACED TO THE SSOWZ4 #5 &LARGER BARS GRADE 60 APPROVED BY THE STRUCTURAL ENGINEER.
<br /> SATISFACTION OF SPRINT AND THE PROPERTY OWNER'S REPRESENTATIVE,AT ALL BARS AT CAISSON FOOTING...GRADE 60
<br /> THE EXPENSE OF THE CONTRACTOR. ALUMINUM&COPPER 13.ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY SITE ADDRESS:
<br /> 4. CEMENT: FOUNDATIONS&SLABS:TYPE V. LOW ALKAU,
<br /> 18.THE CONTRACTOR SHALL BE RESPONSIBLE FOR,AND SHALL REPLACE OR PRIMER-DTM WASH PRIMER,B71Y1 OR CONCRETE SHALL BE WOLMANIZED PRESSURE TREATED LUMBER
<br /> REMEDY,ANY FAULTY,IMPROPER,OR INFERIOR MATERIALS OR TOPCOAT-2 COATS COROTHANE II POLYURETHANE B65W200/860V2 CONFORMING TO ASTM C-150. OR A NATURALLY DECAY RESISTANT LUMBER SUCH AS REDWOOD OR 4310 COLBY AVE
<br /> N WORKMANSHIP OR ANY DAMAGE WHICH SHALL APPEAR WITHIN ONE YEAR PIER/CAISSON FOOTINGS:TYPE V. LOW ALKALI,CONFORMING CEDAR.
<br /> AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK BY SPRINT CONCRETE MASONRY TO ASTM C-150. EVERETT',WA 98203-2338
<br /> UNDER THIS CONTRACT. PRIMER-PRO MAR EXTERIOR BLOCK FILLER 14. ALASKAN YELLOW CEDAR GLUE-LAMINATED BEAMS
<br /> 19.IT SHALL L BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO TOPCOAT-2 COATS A-100 LATEX HOUSE&TRIM,SHEEN TO MATCH 5. C-33.USE ONLY AGGREGATES KNOWAGGREGATE USED IN THE CONCRETEN NO ALL TO CAUSE EXCESSIVE A.CONFORM TO ASTM LUMBER SPECIES:ALASKAN YELLOW CEDAR(AC.)CONFORMING
<br /> PROTECT AND LOCATE,OR CONTACT AN OUTSIDE AGENCY TO LOCATE,ALL CONCRETE SNCCO(IXISTING)
<br /> SHRINKAGE THE MAXIMUM SIZE AGGREGATE IN CONCRETE WORK TO 20E-V12 SHEET DESCRIPTION:
<br /> EXISTING UTILITIES REGARDLESS OF WHETHER OR NOT SHOWN HEREIN,THE 2 COATS A-ISO LATEX HOUSE&TRIM,SHEEN TO MATCH $HALL BE THE FOLLOWING: B.STRENGTH PROPERTIES:
<br /> CONTRACTOR
<br /> UTILNS OR SHALL
<br /> OTH BEAR ALL EXPENSES FOR THE REPAIR ER PROPERTY DAMAGED IN CONJUUNCTONN REPLACEMENT WTH THE F6 BOTTOM FIBER BENDING STRESS 2000psi MIN.
<br /> STUCCO A.FOUNDATIONS&SLABS 9'OR LESS:3/4"GRAVEL Fb TOP FIBER BENDING STRESS 1000pSI MIN.
<br /> EXECUTION OF WORK. PRIMER- MASONRY CONDITONER 8-46-W21000 Fv SHEAR STRESS 190psi MIN. SPECIFICATIONS&NO 1'hS
<br /> TOPCOAT-PROSU MARAINT A-NO SERIES A-NH SATIN A-84 GLOSS B. PIER/CAISSON FOOTING: 1'GRAVEL Fc COMPRESSION STRESS PERPENDICULAR TO GRAIN 560psi MIN.
<br /> SO.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY E MODULUS ELASTICITY 1400ksi MIN.
<br /> OF THE PROJECT SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE WOOD 6. WATER:SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNT C.CAMBER TO RADIUS OF 1600'U.O.N. rSHEEINUNB
<br /> ER:
<br /> JOB IS COMPLETED AND ACCEPTED BY SPRINT. OF ACIDS,ALKALIS,ORGANIC MATERIALS AND SHALL BE SUITABLE D.ALL GLB'S SHALL BE FABRICATED WITH EXTERIOR GLUE.
<br /> PRIMER-A21CO EXTERIOR-10 ALKYD WOUS PRIMER Y EN2T FOR HUMAN CONSUMPTION.
<br /> TOPCOAT-2 COATS A-100 LATEX HOUSE&TRIM SHEEN TO E. MANUFACTURE OF GLB'S SHALL CONFORM TO THE UBC.
<br /> MATCH ADJACENT SURFACES F. GLU-LAM MATERIAL SHALL BE IN ACCORDANCE WITH ANSI/ANC T.....2
<br /> A (}
<br /> A190.1 AND ASTM D3737. 1FJJVJ L
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