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-PLANSSprint )
<br /> S PREPARED FOR:
<br /> GENERAL SPECIFICATIONS PAINTING NOTES&SPECIFICATIONS STRUCTURAL SPECIFICATIONS P
<br /> 21. T1iE CONTRACTOR SHAH PROLADTEMPORARY
<br /> I.THE LATEST EDITION OF THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT THELCON AS REQUIREDL BY THEPROPERTYOWATER,WOWERAANDTTOILETY A. GENERAL A. GENERAL 7. MIXING: PREPARATION OF CONCRETE SHALL CONFORM TO ASTM
<br /> A201 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION'ARE OR GOVERNING AGENCY. C-94, NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN
<br /> INCLUDED IN THESE SPECIFICATIONS AS IF COMPLETELY REPRODUCED HEREIN. 1. ALL PAINT PRODUCT LINES SHALL BE SHERWIN WILLIAMS UNLESS 1, PRECEDENCE: UNLESS OTHERWISE SHOWN OR SPECIFIED,THE CONCRETE BATCHING AND CONCRETE PLACEMENT UNLESS 15395 SE 30TH PL
<br /> 22, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDLINING THE SPECIFICALLY NOTED OTHERWISE BY SPRINT. FOLLOWING GENERAL NOTES SHALL APPLY. INFORMATION ON APPROVED BY A TESTING AGENCY. �LLEIAA=,WASHINGTON 98007
<br /> 2.THIS FACILITY IS AN UNOCCUPIED PCS TELECOMMUNICATIONS SITE AND IS CONSTRUCTION DOCUMENTS TO ILLUSTRATE 7HE AS-BUILT CONDITION OF THE THESE DRAWINGS SHALL HAVE THE FOLLOWING PRECEDENCE.
<br /> EXEMPT FROM ADA ACCESS REQUIREMENTS. 2, CONTRACTR SHALL PREPARE ALL SURFACES AND APPLY ALL FINISHES
<br /> SITE.THIS SHALL BE DONE AFTER THE SITE HAS BEEN AWARDED FINAL PER LATEST EDITION OF MANUFACTURER'S SPECIFlCATONS. 8. SEGREGATION OF AGGREGATES:CONCRETE SHALL NOT BE FLOPPED
<br /> 3.PRIOR TO SUBMISSION OF BIDS,THE CONTRACTORS PARTICIPATING SHAH INSPECTION BY THE RESPONSIBLE BUILDING AGENCY,ONE SET OF REDLINED A. ALL DIMENSIONS TO TAKE PRECEDENCE OVER SCALE SHOWN ON THROUGH REINFORCING STEEL
<br /> VISIT THE JOB SITE WITH THE AND CONTRACT DOCUMENTS TO DRAWINGS SHALL BE PROVIDED TO THE SPRINT CONSTRUCTION MANAGER. PLANS,SECTIONS AND DETAILS. (AS IN WALLS, COLUMNS. AGGREGATES.CAISSON, -PLANS PREPARED BY:
<br /> CONFIRM THAT THE PROJECT CAN BE CONSTRUCTIONCCOMPASHED AS DESIGNED HEREIN, 3. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS REGARDING AND DROP CAPITALS)SO AS TO CAUSE SEGREGATION OF AGGREGATES.
<br /> AS WELL AS TO FAMILIARIZE THEMSElWITH ALL FIELD N:ONDTTTRIC IONS
<br /> TO THIS PROJTHE LATEST ECTT SHALL BE KEPTON OF ALL !IN A PLAN BOXROvED AND PLANS NOT PERSUFFICIENT TAINING
<br /> RECOMMENDEDEBY MANUFNG TIME ACTURER FOR ETWEEN TS EXIS NG WEATH HER CONDITIONS.AS B. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE USE UNCONFINEDS.CHUTES.FALL OF CONCRETE SHALL NOTNKS OR PUMP HOSE SO EXCEED 5�T THE FREE 1NFINIGY8
<br /> AFFECTING THE PROPOSED PROJECT INCLUDING DEMOLITION.ELECTRICAL BY WORKERS.ALL CONSTRUCTION SETS SHALL.REFLECT THE SAME OVER GENERAL NOTES AND TYPICAL DETAILS,
<br /> MECHANICAL AND STRUCTURAL INSTALLATIONS PRIOR TO PROCEEDING WITH INFORMATION.THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION, 4. FINISH COLOR AND TEXTURE OF ALL PAINTED SURFACES SHALL 9. SPLICES OF REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 30
<br /> CONSTRUCTION,SHOULD ANY ERRORS,OMISSION.OR DISCREPANCIES BE ONE COMPLETE SET OF PLANS WITH ALL REVISIONS,ADDENDA AND CHANGE MATCH EXISTING ADJACENT SURFACES UNLESS OTHERWISE NOTED C. MATERIAL NOTES AND SPECIFICATIONS ON THE DRAWINGS SHALL DIAMETERS AND SECURELY WIRED TOGETHER, SPLICES OF ADJACENT
<br /> FOUND,THE GENERAL CONTRACTOR SHALL IMMEDIATELY NOTIFY IN WRITING, ORDERS ON THE PREMISES AT ALL TIMES.THESE ARE TO BE UNDER THE BY SPRINT. TAKE PRECEDENCE OVER THE SPECIFICATIONS, FROM ZERO T O I N F I N I G Y
<br /> THE SPRINT CONSTRUCTION MANAGER AND THE ARCHITECT, REINFORCING BARS SHALL BE STAGGERED WHEREVER POSSIBLE,
<br /> CARE OF THE CONSTRUCTION SUPERINTENDENT.
<br /> 4.IN THE EVENT OF DISCREPANCIES WITHIN THESE DRAWINGS,THE CONTRACTOR 5. ALL PAINT MATERIAL DATA SHEETS SHALL BE PROVIDED TO THE 2. OTHER TRADES:SEETHE ARCHITECTURAL DRAWINGS FR ALL the solutions are endless
<br /> SHALL INCLUDE THE MORE COSTLY OR EXTENSIVE WORK IN THE BID,UNLESS 24. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON TSPRINT CONSTRUCTION MANAGER. DIMENSIONS NOT SHOWN. 10. REAR CLEARANCE:MINIMUM COVERAGE FOR JOISTS. BEAMS,GIRDERS
<br /> SPECIFICALLY DIRECTED OTHERWISE BY SPRINT.IF A DISCREPANCY EXISTS A DAILY BASIS.EXCEPT FOR THAT SPECIFIED AS THE PROPERTY OF THEAND COLUMNS SHALL BE TO FACE OF STIRRUPS OR TIES. UNLESS 50 116TH AVENUE SE,SUITE 210
<br /> AND THE PROJECT MANAGER AND ARCHITECT ARE NOT NOTIFIED,THE BUILDING OR PROPERTY OWNER AND SHALL EXERCISE STRICT CONTROL OTHERWISE NOTED,CONCRETE COVERAGE FOR REINFORCING BARS TO
<br /> GENERAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL COSTS OVER SITE CLEANING THROUGHOUT CONSTRUCTION AND FINAL CLEAN-UP 8. PREPARE PREVIOUSLY PAINTED SURFACE BY LIGHT SANDING WITH 400 3. GENERAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY FACE OF BAR SHALL BE AS FOLLOWS: BELLEVl1E,WASHINGTON 98004
<br /> INCURRED TO REPAIR OR CORRECT ALL PROBLEMS THAT RESULT, UPON COMPLETION OF WORK.ALL AREAS ARE TO BE LEFT IN A BROOM GRIT SANDPAPER AND NON-HYDROCARBON WASH.PREPARE GALVANIZED UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. JOB NURSER 499-035
<br /> CLEAN CONDITION AT THE END OF EACH DAY THEN AT A VACUUM CLEAN 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 /> 5.THESE DRAWINGS SHALL NOT BE SCALED AS THESE DRAWINGS ARE INTENDED CONDITION,FREE FROM PLANT SPOTS,DUST OR SMUDGES OF ANY NATURE SSPC-SPI. SIMILAR TO DETAILS SHOWN.FOR SIMILAR CONDITIONS. B. CONCRETE IN CONTACT WITH EARTH,FORMED 2"
<br /> TO BE FOR DIAGRAMMATIC PURPOSES ONLY.FIGURED DIMENSIONS HAVE AT COMPLETION OF WORK. 7, FURNISH DROP CLOTHS.SHIELDS,MASKING AND OTHER PROTECTIVE 4. SHORING:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR C.WALL.EXTERIOR FACE 1-1/2" -SITE ACQ:
<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 D.WALL INTERIOR FACE 1"
<br /> PRECEDENCE OVER SMALL SCALE DRAWINGS.CONTRACTOR SHALL CHECK THE OWNER'S PREFERRED HOURS TO AVOID DISRUPTION OF NORMAL ACTIVITY SURFACES AND FACILITIES.
<br /> ACCURACY OF ALL DIMENSIONS IN THE FIELD.UNLESS SPECIFICALLY NOTED, THE SAFETY OF THE WORK UNTIL IT IS COMPLETED.THIS INCLUDES E.STRUCTURAL SLABS 3/4"
<br /> DO NOT FABRICATE ANY MATERIALS,OR BEGIN ANY CONSTRUCTION UNTIL THE UNDERPINNING EXISTING FOOTINGS WHERE APPLICABLE. F.JOISTS 3
<br /> ACCURACY OF DRAWING DIMENSIONS HAS BEEN VERIFIED AGAINST ACTUAL 2a ALL EXPOSED METAL SHALL BE HOT-DIPPED GALVANIZED. 0, APPLY PAINT BY AIRLESS SPRAY,SANDING UGHTLY BETWEEN EACH /4" sma rtl i n k
<br /> FIELD DIMENSIONS. SUCCEEDING ENAMEL COAT ON FLAT SURFACES.APPLY MATERIAL TO G. BEAMS.GIRDERS&COLUMNS i-I/2"
<br /> 27. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L LISTED OR ACHIEVE A COATING NO THINNER THAN AHE PRY FILM THICKNESS 8. SAFELY:THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE.
<br /> 6.THE CONTRACTOR SHALL NCWDE IN HIS OR HER BID ALL MATERIALS, FIRE MARSHALL APPROVED MATERIALS IF AND WHERE APPLICABLE TO THIS INDICATED, UNLESS OTHERWISE INDICATED,THEY DO NOT INDICATE THE METHOD 11. PENETRATIONS: NO SLEEVES OR CHASES SHALL BE PLACED IN
<br /> EQUIPMENT,APPURTENANCES AND LABOR NECESSARY TO COMPLETE THE FACILITY AND PROJECT SITE. OF CONSTRUCTION. BEAMS, SLABS,WALLS AND COLUMNS,EXCEPT THOSE SHOWN ON THE
<br /> WORK AS INDICATED OR IMPLIED BY THESE DRAWINGS. 28.PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN Q. APPLY BLOCK FILTER TO CONCRETE BLOCK CONSTRUCTION AND PLANS.CONTRACTOR SHALL.OBTAIN PRIOR APPROVAL FOR 50 116TH AVENUE SE,SUITE 210
<br /> O R A-AORTA WITHIN 75 FEET DISTANCE TO Of' PORTIONS OF ENSURE COMPLETE COVERAGE WITH PORES COMPLETELY FILLED. 0. WATERPROOFING:WATERPROOFING AND DRAINAGE DETAILS OR INSTALLATIONS Of ANY ADDITIONAL SLEEVES OR CHASES.ALL
<br /> 7.CONTRACTOR SHALL NOTIFY ME SPRINT CONSTRUCTION MANAGER,THE 2-ATHE PROJECT AREA UNDER CONSTRUCTION,
<br /> TRAVEL SPECIFICATIONS SHOWN IN THESE DRAWINGS ARE FOR GENERAL PLUMBING.ELECTRICAL AND MECHANICAL OPENINGS SHALL BE BELLEVUE,WASHINGTON 98004
<br /> PROPERTY OWNER AND THE ARCHITECT IF ANY DETAILS AVE CONSIDERED10. CONTRACTOR SHALL CORRECT RUNS.SAGS, MISSES AND OTHER DEFECTS INFORMATIONAL PURPOSES ONLY.CONTRACTOR TO NOTIFY THE
<br /> IMPRACTICAL,UNSUITABLE,UNSAFE.NOT WATERPROOF,OR NOT WITHIN SLEEVES.CORING IS NOT ALLOWED UNLESS PRIOR APPROVAL IS
<br /> CUSTOMARY TRADE PRACTICE.F WORK IS PERFORMED,R VALI BE INCWONG NIADEOUATE COVERAGE AS DIRECTED BY THE SPRINT SPRINT CONSTRUCTION MANAGER AND THE ARCHITECT IF ANY
<br /> 20. ELECTRICAL POWER SYSTEM SHALL BE GROUNDED PER NEC ARTICLES 250 OBTAINED FROM THE STRUCTURAL ENGINEER.
<br /> ASSUMED THAT THERE IS NO OBJECTION TO ANY DETAIL.DETAILS ARE AND 810 CONSTRUCTION MANAGER. REPAINT AS NECESSARY TO ACHIEVER SURFACES INADEQUATE IMPROPER.CONDITIONS.
<br /> INTENDED TO SHOW THE END RESULT OF THE DESIGN,MINOR THAT ARE SMOOTH, EVENLY COATED WITH UNIFORM SHEEN AND FREE 12. EMBEDDED ITEMS:CONDUIT PLACED IN A CONCRETE SLAB SHALL -ENGINEER!
<br /> MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS.AND SHALL 30. ALL NEW OPENINGS IN THE EXTERIOR ENVELOPE OF CONDITIONED SPACES FROM BLEMISHES, STEEL NOT HAVE AN OUTSIDE DIAMETER GREATER THAN 1/4 THE THICKNESS 7� w � ^
<br /> BE INCLUDED AS PART OF THE WORN. SUCH AS AT WAIL AND ROOF PENETRATIONS SHALL BE CAULKED R OF THE SLAB.CONDUIT EC NOT BE EMBBEDED IN A SLAB THAT •_ y R. Jo
<br /> i,TO LIMIT INFILTRATION OF AIR AND MOISTURE. B. PAINTING SCOPE 1. ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE MEMBERS IS LESS THAN 3-1/2"THICK,UNLESS SLAB IS LOCALLY THICKENED. } Jv�•
<br /> B.EXISTING ELEVATIONS AND LOCATIONS SHALL DE VERIFIED BY THE SHALL CONFORM TO ASTM A-36 AND BE FABRICATED IN `h 44:717
<br /> 4 ,
<br /> 31. UPON COMPLETION OF CONSTRUCTION,SPRINT CONSTRUCTION MANAGER 1. PAINT THE FOLLOWING MATERIALS AND SYSTEMS CHECKED BELOW ACCORDANCE WITH THE SPECIFICATIONS OF THE NSC. MINIMUM CLEAR DISTANCE BETWEEN COUNDUITS SHALL BE SIX INCHES. O�� `v� `Y�) d''
<br /> CONTRACTOR BEFORE ONTRACTORR.IF THEY DIFFER FROM ICOUCTN SHALL CONDUCT A WALK-THRU WITH PROPERTY OWNER OR REPRESENTATIVE WITH THE COATING SYSTEM INDICATED. •
<br /> f
<br /> ON THE PLANS,THE CONTRACTOR SHALL NOTIFY THE SPRINT CONSTRUCTION R PROPERTY OWNER 13. ANCHORING:ALL ANCHOR BOLTS, REINFORCING STEEL. DOWELS, +` S."' • _ '
<br /> MANAGER AND THE ARCHITECT SO THAT MODIFICATIONS CAN 2. ALL BOLTS SHALL CONFORM TO ASTM A-307 UNLESS OTHERWISE INSERTS, ETC..SHALL BE WELL SECURED IN POSITION PRIOR TO * , A
<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 I • r.......- •'•4'• - 4*I32. THE CONTRACTR SHALL BE RESPONSIBLE FR MAINTAINING ALL SYSTEM9.THE CONTRACTOR SHALL VERIFY ALL TELEPHONE&RADIO EQUIPMENT EQUIPMENT IN A CLEAN WRKING ORDER UNTIL ACCEPTANCE OF THE SURFACE TO BE PANTEDSYSTEM pAR1T PAINTNMASTM A-325 IS ALLOWED. '� t>LAYOUTS.SPECIFICATIONS,PERFORMANCE•INSTALLATION AND FINAL LOCATIONS PROJECT BY S'�T. NTS UNIT C+Z 4
<br /> WITH SPRINT CONSTRUCTION MANAGER PRIOR TO BEGINNING WORK.THE AU.EOUMMENTS.CABINETS OTHER THAN THE STs X 3, STEEL PIPE COLUMNS SHALL GRADE 'B"CONFORMING TO ASTM 14. CURING: SLABS SHALL BE SPRAYED WITH A CURING COMPOUND '�._ Q
<br /> CONTRACTOR SHALT.BE RESPONSIBLE FOR COORDINATING ALL WORK WITH 33. INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE UNIT X A53. IMMEDIATELY AFTER FINISHING.CURING COMPOUNDS USED ON .
<br /> n
<br /> ERICSSON RADIO SYSTEMS. MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY ANYENNACOVERS.ELT BRACKETS.MOUNTING CONCRETE WHERE TILE OR FLOOR COVERING IS TO BE BONDED �I °A',', 201r
<br /> OTHERWISE INDICATED, WHERE LOCAL CODESREGULATION TAKE SOCKETS AND ASSOCIATED HARDWARE.CABLE AND NO R
<br /> OR OR RA
<br /> TO.ALL SYMBOLS&ABBREVIATIONS USED ON THESE DRAWINGS ARE CONSIDERED PRECEDENCE. CABLE COVERS EXPOSED TO VIEW,EXPOSED SEE PLANS SEE4. STEEL TUBING SHALL BE GRADE`B"CONFORMING TO ASTM A500. TO THE CONCRETE SURFACE SHALL BE APPROVED BY THE TILE ." L
<br /> CONSTRUCTION STANDARDS.IF THE CONTRACTOR HAS QUESTIONS REGARDING
<br /> CONDUIT AND RANGERS.ETC.
<br /> OR FLOOR COVERING MANUFACTURER. KEEP SLAB WET FOR 7 DAY L1. y" Y..
<br /> FLAWING UMTS,METAL TRW MO OTHER METAMINIMUM PERIOD. r� '�
<br /> THEIR EXACT MEANING.THE SPRINT CONSTRUCTION MANAGER AND THE SURFACES X 8. ALL WELDING SHALL BE DONE BY THE SHIELDED ARC METHOD. 4-,,„ 53981
<br /> ,(4y. A,y
<br /> ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE THE CONTRACTOR STUCCO.COMDtETE,CONCRETE BLOCKAND
<br /> ALL WELDERS SHALL BE PROPERLY QUALIFIED AND BE PRE-APPROVED. 15. CONSOLIDATION:ALL CONCRETE SHALL BE VIBRATED AS IT IS tP •t�.l_, T; r+' J""'
<br /> PROCEEDS WITH THE WORK. CEMENTIOUSTYPE FINISHSYSTEMS. X SURPLUS METAL SHALL BE DRESSED OFF TO SMOOTH.EVENJ „�
<br /> PLYWOOD.LUMBER ANDWODD TRIMINCLUDNO SURFACES WHERE WELDS ARE NOT EXPOSED TO VIEW,AU.WELDING BEING PLACED WITH ELECTRICALLY OPERATED VIBRATING EQUIPMENT. •
<br /> 11.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,LICENSES AND TNM BACK SIDE OF ALL SCREENWALLB X � ' ,
<br /> SHALL.COMPLY WITH THE LATEST AWLS,SPECIFICATIONS. L 1.�
<br /> (THOSE IN THE NECESSARY
<br /> OSTST OF NE WORK TO SPRIENT THE WORK AND INCLUDE ORYWAil
<br /> ROOFING&WATERPROOFING NOTES CONCRETEPOLEs X D. TIMBER Q, t4 ,
<br /> X 6. THE FOLLOWING WELDING EQUIPMENT MUST BE USED: 1.ALL FRAMING LUMBER FOR 4X AND LARGER BEAMS SHALL BE NO. 1
<br /> ,METAL POLES AND METAL POLE STANDOFF X A. Y50 AMP WELDERS. GRADE DOUGLAS FIR., S45,UNLESS NOTED OTHERWISE ON THE
<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 I.CONTRACTOR SHALL CONTACT BUILDING OWNER TO DETERMINE IF ROOF IS C. COATING SYSTEM SPECIFICATIONS
<br /> OR HER BEST SKILL AND ATTENTION.THE CONTRACTOR SHALL BE HELD C,GRNOERS.
<br /> UNDER WARRANTY.CONTRACTOR SHALL GUARANTEE THAT ANY AND ALL NEW
<br /> RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES, ROOFING WORK MEETS THE SPECIFICATION OF ANY EXISTING ROOFING2. ALLRE DOUGLASUG LUMBER FOR 2X RAFTERSNOTED AND HOISTS SHALL BE DRAWINGSS -DRAVWNG NNOTCE:
<br /> PROCEDURES.SEQUENCES,AND COORDINATION OF ALL PORTIONS OF THE 1. OFT TIMAPPLIED866)BYSHERWINBONDINGPRIMERNOS45,WORK. THATTHEASOFT COAT IN TWO COATS OVER DTM
<br /> OF TWS WORK.V IT IS DETERMINED THAT THE ARCHITECT'S DETAILING IS (886A50) 8. ALL STRUCTURAL STEEL SHALL HAVE MILL CERTIFICATION. MILL 3. STRIPPING.BLOCKING, BACKING AND OTHER NON-STRUCTURAL THESE DOCUMENTS ARE CONFIDENTIAL AND ARE
<br /> 13.WORKMANSHIP THROUGHOUT SHALL BE OF THE BEST DUALIIY OF THE INADEQUATE OR LLIMPROPERIMMEDIATELY OR IF ANY OTHER DISCREPANCY IS THEFEEND,SPR THE CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR EXAMINATION LUMBER SHALL BE NO. 2 OR STD&BTR GRADE DOUGLAS FIR,545. THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
<br /> TRADE INVOLVED.AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM CONTRACTOR SHALL THE THE ARCHITECT AND SPRINT 2. 1005 ACRYLIC LATEX COATING EQUIVALENT TO A-100(SERIES A-82 BY THE DESIGN ENGINEER AND THE CITY INSPECTOR. 2X4 STUD WALLS SHALL RE D.F. STANDARD&BTR. REPRODUCED,DISSEMINATED OR REDISTRIBUTED
<br /> REFERENCE STANDARDS FOR QUALITY AND PROFESSIONAL CONSTRUCTION PROJECT MANAGER IN WRITING. CONTRACTOR MU.BE ULTIMATELY HELD )
<br /> PRACTICE: RESPONSIBLE FOR COMPLYING WITH THE ORIGINAL ROOF MANUFACTURER'S BY SHERWIN WILLIAMS CO. 1 MIL OFT PER COAT APPLIED IN TWO COATS WITHOUT THE EXPRESS WRITTEN CONSENT OF
<br /> SPECIFICATIONS. OVER SPECIFIED PRIMER. 9. AU.HIGH STRENGTH BOLTS SHALL HAVE MILL CERTIFICATION. 4. ALL BEAMS,JOISTS AND RAFTERS SHALL BE INSTALLED WITH CROWN SPRINT.
<br /> ARCA NATIONAL ROOFING CONTRACTORS ASSOCIATION 2, CONTRACTOR SHALL USE METHODS AND MATERIALS SIMILAR TO AND D. PAINT&PRIMER MILL CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR SIDE UP.
<br /> 10255O'HARI. HIGG NS OL CENTER,SUITEXAMINATION BY THE FNSPELTR. 5.ROOF PLYWOOD SHALL MATCH EXISTING PLYWOOD SHEATHING WITH A
<br /> f02SS W,HIGCINS ROAD,SURE 600 COMPATIBLE WITH EXISTING MATERIALS&CONDITIONS FOR ROOF.PATCHING,
<br /> ROSEMONT.IL 60018-5807 NEW PENETRATIONS,ETC. ANTENNAS 10, STEEL THAT HAD BEEN WELDED,CUT OR SCRATCHED IN THE FIELD SPAN INDEX RATIO 32/16. EDGE NAIL WITHBd AT 6"O.C.UNLESS -TENSIONS:
<br /> PRIMER - KENT AQUA E61-W525 SHALL BE TOUCHED UP WITH COLD GALVANIZING PAINT. NOTED OTHERWISE ON PLANS. DESCRIPTION DATE BY REV
<br /> 3. THE CONTRACTOR SHALL PROPERLY SEAL ALL NEW ROOF&BUILDING TOPCOAT-COROTHANE II 865W200/860V22 FGII:LQ NAIL WITH Bd AT 12'O.C.
<br /> SMACNA SHEET METAL AND MR CONDITIONING CONTRACTORS ENVELOPE PENETRATIONS SUCH THAT THE INTEGRITY OF THE ORIGINAL
<br /> NATIONAL ASSOCIATION BUILDING ASSEMBLY AND ALL APPLICABLE WARRANTIES ARE MAINTAINED. it. WELDING INDICATED IN THESE DRAWINGS IS DESIGNED FOR ONE 6. PLYWOOD SHEETS SHALL BE LAID WITH THE FACE GRAIN
<br /> 4201 IL Y,VATS CENTER DRIVEBIS CABINET HALF OF ALLOWABLE CODE STRESSES UNLESS NOTED PERPINDICULAR TO SUPPORTS AND WITH THE EDGES STAGGERED,
<br /> CHANTILLY,VA 20151-7279 PRIMER-HEM AQUA E61-W525
<br /> 4. IF IT IS DEEMED NECESSARY TO REMOVE EXISTING FINISHES AND/OR TOPCOAT-COROTHANE II B65W200 B60V22 "FULL STRESS"AT END OF WELD SYMBOL. UNLESS NOTED OTHERWISE ON THE PLANS.
<br /> IILP INTERNATIONAL INSTITUTE FOR LATH AND PLASTER MATERVLLS,THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECONSTRUCTING /
<br /> 820 TRANSFER ROAD FINISHES AND MATERIALS TO LIKE-NEW CONDITION.CONTRACTOR SHALL COAXIAL JUMPER CABLES C. CONCRETE 7.PLYWOOD SHALL BE GRADE MARKED BY DMA,TECO,OR PTL AND
<br /> ST.PAUL,MN 56114-5406 NOTED MAINTAIN ITHE
<br /> ORIGINAL
<br /> INK S DORRS•APPROVEDRS BY SPRINTHEfl SPECIFICALLY
<br /> PRIMER -AS REQUIRED FOR ADHESION.APPLY ONE COAT OF KEN
<br /> SHALL CONFORM TO PS 1-83.
<br /> 14.INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE MANAGER IN ADVANCE. AQUA WATER REDUCIBLE PRIMER E61W25 REDUCED 25X 1. STRENGTH:CONCRETE FOR THE PROJECT SHALL HAVE THE
<br /> MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS OTHERWISE INDICATED TOPCOAT- 2 COATS COROTHANE II POLYURETHANE B65W200/BROV2 FOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT AGE OF 28 DAYS: 8. THE MAXIMUM MOISTURE CONTENT Of ALL LUMBER SHALL NOT •
<br /> BY SPRINT,OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 5. AT THE SPRINT CONSTRUCTION MANAGER'S DIRECTION,THE CONTRACTOR EXCEED 24%AT THE TIME OF INSTALLATION.
<br /> SHALL PROVIDE ROOFTOP WALKPADS TO ALL NEW EQUIPMENT INCLUDING RAW STEEL LOCATION STRENGTH WT. SLUMP ADMIXTURE
<br /> 15.THE CONTRACTOR SHALL VERIFY,COORDINATE,AND PROVIDE ALL NECESSARY ANTENNAS AND BTS UNITS AND ALONG COAX CABLE ROUTNG.ON PRIMER-KEM BOND H5 B50WZ4,DMT ACRYLIC PRIMER 9. MINIMUM NAILING SHALL COMPLY WITH TABLE 23-1-q OF BUILDING FOR CONSTRUCTION 10/31/17 CSH 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 I POLYURETHANE B65W200/B60V2 A.SLAB&FOOTING 3000psi 150pcf 4' NONE CODE.ALL NAILS SHALL BE COMMON WIRE NAILS.
<br /> ITEMS. MANUFACTURED BY APC OR EQUAL.ON SPECIAL ROOFING SYSTEMS.SUCH ISSUED FOR REVIEW 7023/17 DEG A
<br /> AS SINGLE MEMBRANE ROOFING,NE WALK PADS SHALL BE AS NOTED ON GALVANIZED METAL 2. INSPECTION:CONCRETE WITH SPECIFIED STRENGTH GREATER THAN 10. ALL BOLTS SHALL HAVE STANDARD CUT WASHERS UNDER HEADS
<br /> 18.NESCONTRAC NOTOR ICES AND D ALL UBCOSHALNTRONPLRRSSHALL Y W H ALL IVE V ALL LAE REQUIRED
<br /> PLANS OR AS REQUIRED BY NOTES 1 &2 ABOVE. ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR PRIMER COAT AND 25OOpsL SHALL BE CONTINUOUSLY INSPECTED DURING PLACEMENT AND/OR NUTS WHERE IN CONTACT WITH WOOD.
<br /> CODES.REGULATIONS,LAWS AND ORDINANCES.AS WELL AS THE STATE FINISH COAT(GALLATE HIGH SOLIDS OR DTA PRIMER/FINISH) BY A DEPUTY INSPECTOR EMPLOYED BY A TESTING LABORATORY
<br /> [SITE
<br /> NtAAAE.
<br /> DEPARTMENT OF INDUSTRIAL RELATIONS REGULATIONS,INCLUDING BUT NOT APPROVED BY THE BUILDING DEPT. 11. LAG BOLTS SHALL BE SCREWED INTO PLACE, NOT DRIVEN. LAG LOWELL
<br /> STAINLESS STEEL
<br /> UNITED TO THE OMSION OF OCCUPATIONAL SAFETY AND HEALTH(OSHA), BOLTS SHALL IOSIN PREDRILLET HOLES WITH A
<br /> PRIMER-OTM WASH PRIMER,871Y1 3. REBAR GRADES:REINFORCING STEEL SHALL BE CLEAN PREFORMED DIAMETER EQUALL 7ALLED TO 755 DIAMETER OF BOLT,
<br /> 17.THE CONTRACTOR SHALL PROTECT ALL PROPERTY FROM DAMAGE THAT MAY TOPCOAT-2 COATS COROTHANE II POLYURETHANE B65W200/B60V2 BARS CONFORMING TO ASTM ABiS AS FOLLOWS: SPRINT SITE N:
<br /> OCCUR DURING CONSTRUCTION.ANY DAMAGE TO NEW AND EXISTING 12. CONNECTORS:ALL SHEET METAL FRAMING CONNECTORS SHOWN IN
<br /> FINISHES.CONSTRUCTION,STRUCTURE,LANDSCAPING,CURBS,STAIRS,OR PRE-PRIMED STEEL 4 &SMALLER BARS GRADE 40 THE PLANS SHALL BE STRONG CONNECTORS AS MANUFACTURED BY
<br /> EQUIPMENT,ETC.SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE TOUCH UP ANY RUST OR UN-PRIMED STEEL WITH KEN BOND HS, THE SAMSON COMPANY,SUBSTITUTIONS MAY BE MADE WHEN SE73XC054
<br /> SATISFACTION OF SPRINT AND NE PROPERTY OWNER'S REPRESENTATIVE•AT SSOWZ4 05 &LARGER BARS GRADE 60 APPROVED BY THE STRUCTURAL ENGINEER.
<br /> NE EXPENSE OF THE CONTRACTOR. ALL BARS AT CAISSON FOOTING...GRADE 60
<br /> ALUMINUM&COPPER 13. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY SITE ADDRESS:
<br /> 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR,AND SHALL REPLACER PRIMER MER- DTM WASH PRIMER, B71Y1 4. CEMENT:FOUNDATIONS&SLABS: TYPE V. LOW ALKALI, OR CONCRETE SHALL.BE WOEMNIZED PRESSURE TREATED LUMBER
<br /> REMEDY,ANY FAULTY.IMPROPER,OR INFERIOR MATERIALS OR TOPCOAT- 2 COATS COROTHANE N POLYURETHANE 1385W200/860V2 CONFORMING TO ASTM C-150.
<br /> FOOTINGS:TYPE V. LOW ALKALI, CONFORMING OR A NATURALLY DECAY RESISTANT LUMBER SUCH AS REDWOOD OR 2420 39TH ST
<br /> W OR ANY DAMAGE WHICH ESHALL APPEAR BIN ONE YEAR EVERETT,WA 98201
<br /> AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK HI SPRINT CONCRETE MASONRY PIER/CAISSONTO ASTM C_}Sp, CEDAR.
<br /> UNDER THIS CONTRACT. PRIMER-PRO MAR EXTERIOR BLOCK FILLER
<br /> 10.IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO TOPCOAT-2 COATS A-100 LATEX HOUSE&TRIM,SHEEN TO MATCH 5. AGGREGATE:USED IN THE CONCRETE SHALL CONFORM TO ASTM 14. ALASKAN YELLOW CEDAR GLUE-LAMINATED BEAMS
<br /> PROTECT AND LOCATE,OR CONTACT AN OUTSIDE AGENCY TO LOCATE,All. C-33. USE ONLY AGGREGATES KNOWN NOT TO CAUSE EXCESSIVE A. LUMBER SPECIES:ALASKAN YELLOW CEDAR(ALC.) CONFORMING
<br /> EXISTING UTILITIES REGARDLESS OF WHETHER OR NOT SHOWN HEREIN,THE CONCRETE STUCCO(EXISTING) SHRINKAGE,THE MAXIMUM SIZE AGGREGATE IN CONCRETE WORK TO 20E-V12 SHEET DESCRIPTION:
<br /> CONTRACTOR SHALL BEAR ALL EXPENSES FOR THE REPAIR OR REPLACEMENT 2 COATS A-100 LATEX HOUSE&TRIM,SHEEN TO MATCH SHALL BE THE FOLLOWING: B. STRENGTH PROPERTIES:
<br /> OF UTILITIES OR OTHER PROPERTY DAMAGED IN CONJUNCTION WIN THE Fb BOTTOM FIBER BENDING STRESS 2000pR1 MIN,
<br /> STUCCO
<br /> EXECUTION OF WORK. A. FOUNDATIONS&SLABS 9"OR LESS: 3/4"GRAVEL Fb TOP FIBER BENDING STRESS 1000psi MIN.
<br /> PRIMER -PRO MAR MASONRY CONDITONER 8-46-621000 Po SHEAR STRESS 190psi MIN,
<br /> [SPECIFICATIONS&NOTES
<br /> 20.NE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY TOPCOAT SUPERPAINT A-80 SERIES A-89 SATIN A-84 GLOSS 8. PIER/CAISSON FOOTING: 1"GRAVEL. FE COMPRESSION STRESS PERPENDICULAR TO GRAIN 560psi MIN.
<br /> am THE PROJECT SWHILE THE JOB IS IN PROGRESS AND UNTIL THE E MODULUS ELASTICITY 1400Ksi MIN. P
<br /> JOB IS COMPLETED AND ACCEPTED BY SPRINT. WOOD 8. WATER: SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNT C, CAMBER TO RADIUS OF 1600' U.D.N.
<br /> PRIMER-A-100 EXTERIOR ALKYD W0091)PRIMER Y-24W20 OF ACIDS,ALKALIS,ORGANIC MATERIALS AND SHALL BE SUITABLE D.ALL GLB'S SHALL BE FABRICATED WITH EXTERIOR GLUE. SHEET NUMBER: O`
<br /> TOPCOAT- 2 COATS A-100 LATEX HOUSE&TRIM SHEEN TO FOR HUMAN CONSUMPTION. E. MANUFACTURE OF GLB'S SHALL CONFORM TO THE UBC. .r" ///'''yyy///
<br /> MATCH ADJACENT SURFACES F.GLU-LAM MATERIAL SHALL BE IN ACCORDANCE WITH ANSI/ARC T-2 A190.1 AND ASTM D3737. 1 ("7
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