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-PLANS PREPARED FOR:
<br /> GENERAL SPECIFICATIONS PAINTING NOTES&SPECIFICATIONS STRUCTURAL SPECIFICATIONS Sprint )
<br /> I.THE LATEST EDITION OF THE AMERICAN INSTITUTE OF ARCHITECTS 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 CONDIDONS OF THE CONTRACT FOR CONSTRUCTION"ARE FACILITIES AS REQUIRED BY THE PROPERTY OWNER,SPRINT,AND THE CRY C-94.NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN 15395 SE 30TH PL
<br /> INCLUDED IN THESE SPECIFICATIONS AS IF COMPLETELY REPRODUCED HEREIN. OR GOVERNING AGENCY. 1. ALL PAINT PRODUCT INES SHALL BE SHERWIN WILLIAMS UNLESS 1. PRECEDENCE UNLESS OTHERWISE SHOWN OR SPECIFIED, THE CONCRETE BATCHING AND CONCRETE PLACEMENT UNLESS 22. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDLINING THE BELLEVUE,WASHINGTON 98007
<br /> SPECIFICALLY NOTED OTHERWISE BY SPRINT. FOLLOWING GENERAL NOTES SHALL APPLY.INFORMATION ON APPROVED BY A TESTING AGENCY,
<br /> 2.THIS FACILITY IS AN UNOCCUPIED PCS TELECOMMUNICATIONS SITE AND IS THESE 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 ALNAI.
<br /> 3.PRIOR TO SUBMISSION OF BIDS,THE CONTRACTORS PARTICIPATING SHALL INSPECTION BY THE RESPONSIBLE BUILDING AGENCY.ONE SET OF RETUNED PER LATEST EDITION OF MANUFACTURER'S SPECIFICATIONS. A. ALL DIMENSONS TO TAKE PRECEDENCE OVER SCALE SHOWN ON THROUGH REINFORCING STEEL (AS IN WALLS,COLUMNS,CAISSON, -.PLANS PREPARED BY:
<br /> VISIT THE JOB SITE WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS TO DRAWINGS SHALL BE PROVIDED TO THE SPRINT CONSTRUCTION MANAGER,. PIANS,SECTIONS AND DETAILS- AND DROP CAPITALS) SO AS TO CAUSE SEGREGATION OF AGGREGATES,
<br /> CONFIRM THAT THE PROJECT CAN RE ACCOMPLISHED AS DESIGNED HEREIN, 3,• COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS REGARDING USE HOPPERS, CHUTES,TRUNKS OR PUMP HOSE SO THAT THHFREEI N F I N I Y
<br /> 8
<br /> E FREE
<br /> AS WELL AS TO FAMILIARIZE THEMSELVES WITH ALL FIELD CONDITIONS 23. THE LATEST EDITION OF ALL PERMITTED AND APPROVED PLANS PERTH SUFFICIENT DRYING TIME BETWEEN COATS WITH PROVISIONS AS B. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FT.
<br /> AFFECTING THE PROPOSED PROJECT INCLUDING DEMOLITION,ELECTRICAL, TO THIS PROJECT SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED RECOMMENDED BY MANUFACTURER FOR EXISTING WEATHER CONDITIONS. OVER GENERAL NOTES AND TYPICAL DETAILS.
<br /> MECHANICAL AND STRUCTURAL INSTALLATIONS PRIOR TO PROCEEDING WITH BY WORKERS.ALL CONSTRUCTION SETS SHALL REFLECT THE SANE 9. SPLICES OF REINFORCING STEEL SHALL BE NAPPED A MINIMUM OF 30
<br /> CONSTRUCTION.SHOULD ANY ERRORS,OMISSION.OR DISCREPANCIES BE INFORMATION.THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION, 4. FRIER COLOR AND TEXTURE OF ALL PAINTED SURFACES SHALL O MATERIAL ONOTNES AND SPECIFICATIONS ON THE DRAWINGS SHALL DIAMETERS AND SECURELY WIRED TOGETHER,SPLICES OF ADJACENT
<br /> FOUND,THE GENERAL CONTRACTOR SHALL IMMEDIATELY NOTIFY IN WRITING, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS,ADDENDA NA)CIW MATCH EXISTING ADJACENT SURFACES UNLESS OTHERWISE NOTED TAKE PTNCE OVER THE SPECIFICATIONS, REINFORCING BARS SHALL BE STAGGERED WHEREVER POSSIBLE FROM ZERO TO I N F I N I GY
<br /> THE SPRINT CONSTRUCTION MANAGER AND THE ARCHITECT. ORDERS ON THE PREMISES AT ALL TIMES.THESE ARE TO BE UNDER THE BY SPRINT, the solutions are endless
<br /> CARE OF THE CONSTRUCTION SUPERINTENDENT. 2. OTHER TRADES:SEE TIRE ARCIATECTIMAL DRAWINGS FOR ALL
<br /> 4.IN HE EVENT OF EISCREPAC1118 E THESE DRAWINGS,THE CONTRACTOR 5. ALL PAINT MATERIAL DATA SHEETS SHALL BE PROVIDED TO THE 10. REARDCLEARANCE:MINIMUMECOVERAGE FOR JOISTS,BEAMS, L
<br /> SHALL INCLUDE THE MORE COSTLY OR IXT[NSNE WORK N THE BID.UNLESS 24. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON SPRIIi CONSTRUCTION MANAGER. DIMENSIONS NOT S130Y7N, AND COLUMNS SHALL BE TO FACE OF STIRRUPS OR TIES,UNLESS 50 116TH AVENUE SE,SUITE 210
<br /> SPECIFICALLY DIRECTED OTHERWISE BY SPRINT.IF A DISCREPANCY EXISTS A ONLY BASIS,EXCEPT FOR THAT SPECIFIED AS THE PROPERTY OF THE OTHERWISE NOTED. CONCRETE COVERAGE FOR REINFORCING BARS TO BELLEVUE,WASHINGTON 98004
<br /> AND THE PROJECT MANAGER AND ARCHITECT/RE NOT NOTIFIED,THE BUILDING OR PROPERTY OWNER AND SHALL EXERCISE STRICT CONTROL & PREPARE PREVIOUSLY PANTED SURFACE BY LIGHT SANDING WITH 400 3, GENERAL DETAILS NOTES ON THESE SHEETS SHALL APPLY FACE OF BAR SHALL BE AS FOLLOWS:
<br /> GENERAL CONTRACTOR SHALL BE HELD RESPONSSLE FOR ALL COSTS OVER SITE CLEANING THROUGHOUT CONSTRUCTION AND FINAL CLEAN-UP GRIT SANDPAPER AND NON-HYDROCARBON WASH,PREPARE GALVANIZED UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. JOB NUMBER 499-035
<br /> INCURRED TO REPAIR OR CORRECT ALL PROBLEMS THAT RESULT, UPON COMPLETION OF WORK.ALL AREAS ARE TO BE LEFT N A BROOMSURFACES BY ACID ETCH OR SOLVENT CLEANING IN ACCORDANCE WITH CONSTRUCTION DEEMS NOT FULLY SHOWN OR NOTED SHALL BE A CONCRETE IN CONTACT WITH EARTH,UNFORMED 3"
<br /> CLEAN CONDITION THE END OF EACHDAYHSM D A VACUUM MATU SSPC-SP1 SIMILAR TO DETAILS SHOWRN FOR SIMILAR CONDITIONS. B. CONCRETE IN CONTACT WITH EARTH.FORMED 2"
<br /> S.THESE DRAWINGS SHALL NOT BE SCALED AS THESE DRAWINGS ME INTENDED CONDITON,FREE FROM PAINT SPOTS,DUST OR SMUDGES OF ANY NATRXiE -SITE ACO:
<br /> TO BE FOR DIAGRAMMATIC PURPOSES ONLY.FIGURED DIMENSIONS HAVE AT COMPLETION OF WORK. C.WALL.EXTERIOR FACE 1-I/2"
<br /> PRECEDENCE OVER DRAWING SCALE AND DETAIL DRAWINGS NAVE 7. FURNISH DROP CLOTHS,SHIELDS,MASKING AND OTHER PROTECTIVE 4. SHORING:IT SHALL BE THE RTSPOA351&UTY OF THE CONTRACTOR D. WALL,INTERIOR FACE t"
<br /> PRECEDENCE OVER SMALL SCALE DRAWINGS,CONTRACTOR SHALL CHECK THE 25. THE GENERAL CONTRACTOR MUST PERFORM WORK DURING PROPERTY METHODS TO PREVENT SPRAY OR DROPPINGS FROM DAMAGING ADJACENT TO INSTALL ALL BRACING AND SHORING TO INSURE
<br /> ACCURACY OF ALL DIMENSIONS IN THE FIELD,UNLESS SPECIFICALLY NOTED. OWNER'S PREFERRED HOURS TO AVOID DISRUPTION OF NORMAL ACTIVITY. SURFACES AND FAC@TIES, THE SAFETY OF THE WOK INNTL IT IS COMPLETED.THIS INCLUDES E. STRUCTURAL SLABS 3/4`
<br /> DO NOT FABRICATE ANY MATERIALS.OR BEGIN ANY CONSTRUCTION UNTIL THE THEUNDERPRNING EXISTING FOOTINGS WHERE APPLICABLE. F.JOISTS 3/4' sma rtI i n k
<br /> ACCURACY OF DRAWING DIMENSIONS HAS BEEN VERIFIED AGAINST ACTUAL 28. ALL EXPOSED METAL SHALL BE HOT-DIPPED GALVANIZED. 8. APPLY PAINT'BY AIRLESS SPRAY,SANDING LIGHTLY BETWEEN EACH G. BEAMS,GIRDERS&COLUMNS I-1/2"
<br /> FIELD DIMENSIONS. SUCCEEDING ENAMEL COAT ON FLAT SURFACES,APPLY MATERIAL TO 5. SAFETY:THESE REPRESENT THE FINISHED STRUCTURE.
<br /> 27. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH UOL LISTED R ACHIEVE A COATING NO THINNER THAN THE DRY FILM THICKNESS UNI FCS OTHERWISE SATED.THEY 00 NOT INDICATE THE METHOD 11. PENETRATIONS:NO SLEEVES OR CHASES SHALL BE PLACED IN
<br /> 8.THE CONTRACTOR SHALL INCLUDE IN HIS OR HER BID ALL MATERIALS, FIRE MARSHALL APPROVED MATERIALS IF AND WHERE APPLICABLE TO 11415 LIGATED, OF CONSTRUCTION, BEAMS. SLABS,WALLS AND COLUMNS,EXCEPT THOSE SHOWN ON THE
<br /> EQUIPMENT,APPURTENANCES AND LABOR NECESSARY TO COMPLETE THE FACIUIY AND PROJECT SRE PLAN$,CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR
<br /> WORK AS INDICATED OR NPUED BY THESE DRAWINGS. 9, APPLY BLOCK FILTER TO CONCRETE BLOCK CONSTRUCTION AND50116TH AVENUE SE,SUITE 210
<br /> 2& PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF LESS THAN 8. WATERPROOFING:WATERPROOFING ARA DRANAGE DETAILS OR INSTALLATIONS OF ANY ADDITIONAL SLEEVES OR CHASES.ALL
<br /> 7.CONTRACTOR SHALL NOTIFY THE SPRINT CONSTRUCTION MANAGER,THEENSURE COMPLETE COVERAGE WITH PORES COMPLETELY FILLED, BELLEVUE,WASHINGTON 98004
<br /> 2-A OR 2-AORTA WITHIN 75 FEET TRAVEL DISTANCERA TO ALL NOT LESS SPEG3FlCATNTNS SHOWN IN THESE DRAWINGS ARE FOR GENERAL. PLUMBING, ELECTRICAL AND MECHANICAL OPEMNGS SWML 8E
<br /> PROPERTY OWNER AND THE ARCHITECT F ANY DETAILS ARE 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 NCUANG INADEQUATE COVERAGE AS DIRECTED BY THE SPRINT SPRAT CONSTRUCTION MANAGER AND THE ARCHITECT IF ANY OBTAINED FROM THE STRUCTURAL ENGINEER.
<br /> CUSTOMARY TRADE PRACTICEIF WORK IS PERFORMED,IT WILL BE 29. ELECTRICAL POWER SYSTEM SHALL BE GROUNDED PER NEC ARTICLES 250 CONSTRUCTION MANAGER.REPAINT AS NECESSARY TO ACHIEVE SURFACES INADEQUATE OR IMPROPER CONDITIONS,
<br /> ASSUMED THAT THERE IS NOE OBJECTION TO ANY DETAIL DETAILS ARE ANO 810. THAT ARE SMOOTH,EVENLY COATED WITH UNIFORM SHEEN AND FREE 12. EMBEDDED ITEMS:CONDUIT PLACED 114 A CONCRETE SLAB SHALL ENGINEERING LICENSE.
<br /> INTENDED 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 /> MODIFICATIONS MAY BE REWIRED TO SUIT JOB CONDITIONS.AND SHALL 30. ALL NEW AT WALLS IN THE EXTERIOR ENVELOPE OF CONDITIONED SPACES �!:
<br /> BE INCLUDED AS PART OF THE WORK. SUCH AS AT AND ROOF PENETRATIONS SHALL BE CAULKED OR OF THE SLAB. CONDUIT SHALL NOT BE F.MBBECED IN A SLAB THAT '�..[ ]�
<br /> SEALED TO LIMIT INFILTRATION OF AN AND MOISTURE. B. PANTING SCOPE 1. ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE MEMBERS IS LESS THAN 3-1/2"BACK,UNI E SLAB IS LOCALLY THICKENED. .,{!"Tj 'S R. Tri
<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 COUNDUITS SHALL 8E SIX INCHES. i7 V
<br /> CONTRACTOR BEFORE CONSTRUCTION.IF THEY DIFFER FROM THOSE SHOWN 31. UPON COMPLETION OF CONSTRUCTION,SPRINT CONSTRUCTION MANAGER 1. PANT THE FOLLOWING MATERIALS AND SYSTEMS CHECKED BELOW ACCORDANCE WAIN THE SPECIFICATIONS OF THE AJSC_
<br /> ON THE PLANS,THE CONTRACTOR SHALL NOTIFY THE SPRINT CONSTRUCTION SHALL CONDUCT A WALK-THRU WITH PROPERTY OWNER OR REPOSE:WADE WITH THE COATING SYSTEM INDICATED, 13. ANCHORING:ALL ANCHOR BOLTS, REINFORCING STEEL.DOWELS. >r S OF WA �L .�
<br /> MANAGER AND THE ARCHITECT SO THAT MODIFICATIONS CAN OF PROPERTY OWNER. 2. ALL(ALTS SHALL CONFORM TO ASTM A-307 UNLESS OTHERWISE INSERTS, ETC.,SHALL BE WELL SECURED IN POSITION PRIOR TO �V 4 IP
<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 ?: e., Y� °
<br /> 32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SYSTEM OOAnrta. OO Apt ASTM A-525 IS ALLOWED. Vs � ^
<br /> 9.THE CONTRACTOR SHALL VERIFY ALL TELEPHONE At RADIO EQUIPMENT EQUIPMENT IN A CLEAN WORKING ORDER UNTIL ACCEPTANCE OF RE SURFACE TODDPANNED SYSTEM PAINT YAp1Y WA _J ,may, ,7c4 A
<br /> LAYOUTS,SPECIFICATIONS,PERFORMANCE,INSTALLATION AND FINAL LOCATIONS PROJECT BY SPRINT. 8331 WAX X 14. CURING:SLABS SHALL BE SPRAYED WITH A CURING COMPOUND I "V )i+ A N:f
<br /> WITH SPRINT CONSTRUCTION MANAGER PRIOR TO BEGINNING WORK,THE ALXECCtll4ENEACAMw.ISOIHR*THAN DIL NM 3. STEEL PIPE saw.BE GRADE"B`CONFORMING TO ASTM 1 ELY AFTER FINISHING.CURING CDMPOURIN USED ON �. , i • .,')_ 7
<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK WITH 33, INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDMON OF THE INT X CONCRETE WHEREATILEFIOR G.CR ING COM ISU S BE BONDED -S
<br /> ERICSSON RADIO SYSTEMS. MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY ANt6MMAOYEIS.RL?CRACNETS,MOUNTING r 1
<br /> OTHERWISE INDICATED,OR WHERE LOCAL CODES OR REGULATION TAKE 9RACIMISANDASSOCWTEDHARDWARE,CAKE AND SEEPLANS SEE PUNS 4. STEEL TURING SHALL BE GRACE"B'CONFORMING TO ASIA A500. TO THE CONCRETE SURFACE SHALL BE APPRCNED BY THE TILE L/, +�
<br /> 10.ALL SYMBOLS&ABBREVIATIONS USED ON THESE DRAWINGS ARE CONSIDERED PRECEDENCE. Y ROSE EXPOSED ORS FLOOR COVERINGM RDMANUFACTURER,KEEP SLAB WET FOR 7 DAY 0 i6 1.1
<br /> 1 4
<br /> CONOUITHEIR EXACT CONSTRUCTIONMEANINSTANG,TSE SPRINT CONSTRUCTOR HAS QUESTIONS TION MANAGER AND REGARDING WBIB,METAen MCOITER 4EIK x 5• �y ,SIAL.ALL WELDIEN SHALL BEE PROPERLY OUAUFIEDDOTE DE THE EAND BE PRD ARC E-APPROVED. ' �, •• I"V I
<br /> ARCHITECT SHALL BE NOFOR CLARIFICATION BEFORE THE CONTRACTOR atACCO,DOOCRETE.DANCRETE BLOCKAAID x. SUERPL{DS SIAL SHALL 1E DRESSED OFF 70 SMOOTH.EVEN 15. CONSOLDATION:ALL CONCRETE SHALL BE VIBRATED AS IT IS n Ifs*+ty C� 6�
<br /> PROCEEDS WITH THE WORK. ceMEralroHis TYPEFPASHSY81EM3 SURFACES WFC WELDS ARE NOT EXPOSED TO VIEW.ALL WELDING BEING PLACED WITH ELECTRICALLY OPERATED V�ATING EQUIPMENT, A!r ! it
<br /> V _
<br /> 11.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERAITS,LICENSES AND R€BACKSMIOCICA :OFAu..samei AILS xtt�
<br /> NiEIL1tlC90Ei7F All LLS X SHALL COMPLY OATH LATEST A.W.S.SPECIFICATIONS. D, TIMBER
<br /> INSPECTIONS
<br /> INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE DRYWALL x `. +'l
<br /> THOSE IN THE COST OF THE WORK TO SPRINT, ROOFING&WATERPROOFING NOTES COIRIILYePMes x 5. THE FOLLOWING WELTING EQUIPMENT MUST BE USED: 1. ALL FRAMING LUMBER FOR 4X AND LARGER BEAMS SHALL BE NO, I
<br /> MEMPOSESANDAEYALI0t£STARDOM A A. 250 AMP WELDERS. GRADE DOUGLAS FIR., 545. UNLESS NOTED OTHERWISE ON THE 4'
<br /> 12.THE CONTRACTOR SHALL PROVIDE CONTINUOUS SUPERVISION AND ERECT ALL B. ROD OVENS. DRAWINGS.
<br /> WORK WHILE ANY SUBCONTRACTORS OR WORKERS ARE ONSLTE,USING HIS I.CONTRACTOR SHALL CONTACT BALDING OWNER TO OETPSNNHNE 9 ROOF FS C. COATING SYSTEM SPECIFICATIONS C. GRINDERS.
<br /> OR HER BEST SKILL AND CONSTRUCTIONATTENTION.THE NS,METHODS,EOSHALL IQ HELD, UNDER WARRANTY CONTRACTOR SHILL CDTARANIEE RAT ANY AND ALL NEW 2.ALL FRAMING LUMBER FOR 2X RAFTERS AND JOISTS SHALL BE NO.2 -DRAWING NOTICE:
<br /> RESPONSIBLEERFOR ALL S, MEANS, Alt. TECHNIQUES, ROOFING WORK MEETS THE-SPECIFICATION OF ANY EXISTING ROOTING. 1. DIM ACRYLIC COATING(SERIES 866)BY SHERWIN WILUAMS CO. 11MIL 7. NO BUZZBOXESSHALL BE USED. GRADE DOUGLAS FIR•S45.UNLESS NOTED OTHERWISE ON DRAWINGS
<br /> PROCEDURES,SEQUENCES,AND COORDINATION OF AIL PORTIONS OF THE WARRANTIES SUCH THAT THE WARRANTY IS NOT MADE INVALID AS A RESULT OFT PER COAT APPLIED IN TWO COATS OVER DOA BONDING PRIMER THESE DOCUMENTS ARE CONFIDENTIAL AND ARE
<br /> CONTRACTED WORK, OF THIS WORK.IF IT IS DETERMINED THAT THE ARCHITECT'S DETANINiI LS . 8. ALL STRUCTURAL STEEL SHALL HAVE MILL CERTIFICATION. MILL 3.STRIPPING.BLOCKING, BACKING AND OTHER NON-STRUCTURAL
<br /> 13.WORKMANSHIP THROUGHOUT SHALL BE OF THE NEST QUALITYOF THE INADEQUATE OR WOOFER OR 6 ANY OTHER DISCREPANCY IS FOUR&THS (866A50) CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR EXAMINATION LUMBER SHALL BE NO. 2 OR STD&BTR GRADE DOUGLAS FIR,S45, THE SOLE PROPERTY OF SPRINT AND MAY NOT BE
<br /> TRADE INVOLVED,AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM CONTRACTOR SMALL RIMEOATEI'Y NOTIFY THE ARGAIECT AHD THE SPRINT 2. 100N ACRYLIC,LATEX COATING EQUIVALENT TO A-100(SERIES A-82) BY THE AND THE CITY INSPECTOR, 2X4 STUD WALLS SHALL BE D.F. STANDARD&BTR. REPRODUCED,DISSEMINATED OR REDISTRIBUTED
<br /> PROJECT MANAGER IN-WRITING.THE CONTRACTOR.MU.BE ULHkATELYWITHOUT THE EXPRESS WRITTEN CONSENT OF
<br /> REFERENCETICE: STANDARDS FOR LOAMY AND PROFESSIONAL CONSTRUCTIONBY SHERW9F WILLIAMS CO..T ML OFT PER COAT APPLIED IN TWO COATS
<br /> PRACTICE: SPECIFICATIONS.
<br /> FOR CDWlY1ttG 111114 THE ORIGINAL ROOF AWNVP OVER SPECIFIED PRIMER. 9. ALL HIGH STRENGTH BO.T:S SHIALL HAVE MILL CERTIFICATION. 4. ALL BEAMS,JOISTS AND RAFTERS SHALL INSTALLED WITH CROWN SPRINT.
<br /> SPECIiCAII W I5.
<br /> MILL CERTIFICATION SHALL BE KEPT ON THE.108 SITE FOR 510E UP.
<br /> OARCA NATIONAL' REINTERNATIONAL TTCON CENTER ASSORIATION 2. CONTRACTOR SKML USE METHODS AND MATERIALS SIMILAR TO ANO 0. PAINT&PRIMER EXAMNAT E BY THE INSPECTO..
<br /> 10255 HGGIS ,SUITE 5.ROOF PLYWOOD SHALL MATCH EXISTING PLYWOOD SHEATHING WITH A
<br /> OSEM N HIGGNS ROAD, 600 NEW
<br /> WITHILE .W. MATERIALS&:GY)NOIIfONS FOR ROOF PAT£T ..: ANTENNAS 10. STEEL THAT HAD BEEN WELDED,CUT OR SCRATCHED IN THE FLED SPAN INDEX RATIO 32/16.EDGE NAIL WITHBd AT 6'0,C.UNLESS -REVISIONS:
<br /> RosEMONT,LL 60018-SHAT NEW PENEfRAi1tNS"ETC: DESCRIPTION DATE BY REV
<br /> PRIMER-REM AQUA E61-W525 SHALL BE?IXDGHEO LP WITH COLD GALVANIZING PANT, NOTED OTHERWISE ON PLANS.MELD NAIL WITH 8d AT T2"O.C.
<br /> SMACNA SHEET METAL AND AIR CONDMONNG CONTRACTORS 3. THE CONTRACTOR SHALL PROPERLY SEAL ALL NEW ROOF&OEMSAIG" TOPCOAT-COROTHANE II B65W200/860V22
<br /> NATIONAL ASSOCIATION ENVELOPE PENETRATIONS SUCH THAT THE INTEGRITY OF THE worm 11. WELDING NDI ATTR IN THESE DRAWINGS IS DESIGNED FOR ONE &PLYWOOD SHEETS SHALL BE LAID WITH THE FACE GRAIN
<br /> 4201 LAFAYETE CENTER DRIVE BUtDING ASSEMBLY AND ALL APRUCABIE WARRANTIES ARE MAINTA1tiED. BTS CABINET HALE OF ALLOWABLE CODE SIRE55tb UNLESS NOTED PERPINDICULAR TO SUPPORTS AND WITH THE EDGES STAGGERED,
<br /> CHANTILLY,VA 20151-1219 PRIMER-REM AQUA E61-W525 "1111 STRESS'AT END OF WELD SYMBOL UNLESS NOTED OTHERWISE ON THE PLANS,
<br /> 4. IF IT IS DEEMED NECESSARY TO REMOVE EXISTING FINISHES AND/OR TOPCOAT-COROTHANE II B65W200/1360V22
<br /> IILP INTERNATIONAL INSTITUTE FOR LATH AND PLASTER MATERIALS.THE CONTRACTOR SHALL BE R£SPONSRI.E TOR RECOISTRSACTING 7.PLYWOOD SHALL BE GRADE MARKED BY DTPA.TECO.OR PTL AND
<br /> 820 TRANSFER ROAD FINERIES AND MATERALS TO LICE-NEW CCNIOITION.CONDUCTOR STALL COAXIAL JUMPER CABLES C. CONCRETE
<br /> ST.PAUL MN 52114-1406 MMNTAM TIE ORIGINAL.COLORS.TEXTURES*PUSHES WRNIESS SPEC�GNLY p -AS REWIRED FOR ADHESION,APPLY ONE CWT OF KENT SHALL CONFORM TO PS 1-83.
<br /> NOTED N THESE LICE. G5 OR APPROVED BY THE SPRINT'COM"'TRUCJION
<br /> 14.INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE MANAGER N ADVANCE AQUA WATER REDUCIBLE PRIMER E61 W25 REDUCED 25% 1. STREINGTOH:CONCRETE FOR THE PROJECT SHALL HAVE THE
<br /> 8.THE MAXIMUM MOISTURE CONTENT OF ALL LUMBER SHALL NOT
<br /> MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS OTHERWISE INDICATED TOPCOAT-2 COATS COROTHANE I POLYURETHANE 865W200/060V2 FOLLOd7NG ULTIMATE COMPRESSIVE STRENGTH AT AGE OF 28 DAYS: EXCEED 24.3 AT THE TIME OF INSTALLATION.
<br /> BY SPRINT.OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE, 8.AT'THE SPRINT CONSTRUCTION MANACER•S DIRECTION.IRE CONTRAC'TOR
<br /> SLAM PROVIDE MIWDPOSX/PAWPAW 10 ALL NEW cowmen' RAW STEEL LOCATION STRENGTH WE SLUMP ADMIXTURE 9,MINIMUM NAWNG SHALL COMPLY WITH TATTLE 23-1-q OF BUILDING .FOR CONSTRUCTION 10/78/17 EDIT 0
<br /> 15.THE CONTRACTOR SHALL VERIFY,COORDINATE,AND PROVIDE ALL NECESSARY ANIEHINAS 81$UAIIS AND MOND COAX CABLE PRIMER-KENT BOND HS BSOWZ4,DMT ACRYLIC PRIMER CODE.ALL NAILS SHALL BE COMMON WIRE NAILS.
<br /> BLOCKING,BACKING.FRAMING,HANGERS OR OTHER SUPPORTS FOR ALL CONVENTDNAH.ROOFING.THE WALK PADS SHALL BE'WICK Lam'•AS TOPCOAT-2 COATS COROTHANE II POLYURETHANE B65W200/88OV2 A.SLATARMRNG i000psi ISOpef 4' NONE ISSUED FOR REVIEW 10/10/17 RL A
<br /> ITEMS, MAtDFACTUREO BY APC OR EQUAL OR SPECIAL ROOFING 5YSIEMS,SENN10ALL(DOLTS SHALL HAVE STANDARD CUT WASHERS UNDER HEADS
<br /> AS SINGLE MEMBRANE ROOFING.THE WADI PADS STILL OE AS.NOTED 0$$ GALVANIZED METAL 2. INSPECTION: WWITH .H SPECIFIED STRENGTH GREATER THAN AND/OR SUSS WHERE IN CONTACT WITH WOOD. SITE NAME:
<br /> 18.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL GIVE ALL REQUIRES PLANS OR AS REQUIRED BY NOTES 1 9.2 ABOVE ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR PRIMER COAT AND 250OpsI SHALL.BE CONTINUOUSLY INSPECTED DURING PLACEMENT
<br /> CONSTRUCTION NOTICES AND SHALL COMPLY WITH ALL APPLICABLE LOCAL FINISH COAT(GAL.VTTE HIGH SOLIDS OR DTM PRIMER/FINISH) BY A DEPUTY INSPECTOR EMPLOYED BY A TESTING LABORATORY
<br /> CODES.REGULATIONS,LAWS AND ORDINANCES,AS WELL AS THE STATE APPROVED BY THE 11.UG BOLTS SHALL BE SCREWED INTO PUCE,NOT DRIVEN.DEPT. LAG POWER PACK&STRUT
<br /> DEPARTMENT OF INDUSTRIAL RELATIONS REGULATIONS,INCLUDING BUT NOT STAINLESS STEEL BOLTS SHALL BE INSTALLED IN PRE-DRILLED HOLES WITH A
<br /> UNITED TO THE DMSION OF OCCUPATIONAL SAFETY AND HEALTH(OSHA). PRIMER-OTM WASH PRIMER,B7TY1 3. REBAR GRADES:RERNFOZCONG STEEL SHALL BE CLEAN PREFORMED DIAMETER EQUAL TO 75% DIAMETER OF BOLT.
<br /> TOPCOAT-2 COATS COROTHANE II POLYURETHANE B65W200/BROV2 BARS CONFORMING TO ASTM A615 AS FOLLOWS: SPRINT SITE 6:
<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 THE PUNS SHALL BE STRONG CONNECTORS AS MANUFACTURED BY E-N` d
<br /> FINISHES,CONSTRUCTION,STRUCTURE,LANDSCAPING,CURBS,STAIRS,OR PRE-PRIMED STEEL #4 &SMALLER BARS....--...GRADE 90 SES T
<br /> TOUCH UP AMY RUST OR UN-PRIMED STEEL WITH KENT BOND HS, THE SAMSON COMPANY.SUBSTITUTIONS MAY BE MADE WHEN
<br /> EQUIPMENT,ETC.SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SSOWZ45 &LARG£it BARS- GRADE 60 APPROVED BY THE STRUCTURAL ENGINEER.
<br /> SATISFACTION OF SPRINT AND THE PROPERTY OWNER'S REPRESENTATNE,AT ALL BMS AT CAISSON FOOTANGCARADE SD
<br /> THE EXPENSE OF THE CONTRACTOR. SITE ADDRESS:
<br /> ALUMINUM&COPPER 13.ALL LUMBER EXPOSED TO WEATHETR OR IN CONTACT WITHIN MASONRY
<br /> 18.THE CONTRACTOR SHALL BE RESPONSIBLE FOR,AND SHALL REPLACE OR PRIMER-DTM WASH PRIMER,071Y1 4. CEMENT:FOUNDATIONS&SLABS:TYPE V.LOW ALKALI, OR CONCRETE SHALL BE WOLMANIZED PRESSURE TREATED LUMBER
<br /> REMEDY,ANY FAULTY,IMPROPER,OR INFERIOR MATERIALS OR TOPCOAT- 2 COATS COROTHANE 8 POLYURETHANE 865W200/B60V2 CONFORMING TO ASTM C-150. OR A NATURALLY DECAY RESISTANT WMBER SUCH AS REDWOOD OR 9910 EVERGREEN WAY
<br /> AFTER
<br /> WORKMANSHIP
<br /> OR ON AND ACCEPTANCE ACCEPTANCE OF DINE ORK BYN ONE SPRINT CONCRETE MASONRY PIER/CAISSON FOOTINGS:TYPE Al. LOW BOIL CONFORMING CEDAR.
<br /> TO ASTM C-150. EVERETT,WA 98204
<br /> UNDER THIS CONTRACT. PRIMER-PRO MAR EXTERIOR BLOCK FILLER 14.ALASKAN YELLOW CEDAR GLUE-LAMINATED BEAMS
<br /> 19.IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO TOPCOAT- 2 COATS A-100 LATEX HOUSE&TRIM,SHEEN TO MATCH 5, C-33,USE ONLYIUSED INNTHE COSNCKNOWNRETE S NNOTT TO CAUSE EXCESSIVE LL CONFORM TO ASTM A. LUMBER SPECIES:ALASKAN YELLOW CEDAR(ACJ CONFORMING
<br /> PROTECT AND LOCATE,OR CONTACT AN OUTSIDE AGENCY TO LOCATE,ALL CONCRETE STUCCO(E%ISTING) SHRINKAGE.7TH£MAXIMUM SIZE AGGREGATE IN CONCRETE WORK TO 20F-VT2 SHEET DESCRIPTION:
<br /> EXISTINGOTA ORL SWI REGARDLESS OF SETHFO OR NOT SHOWN HEREIN,LAC M 2 COATS A-100 LATEX HOUSE &TRIM,SHEEN TO MATCH SHALL BE THE FOLLOWING: B.STRENGTHBT PROPERTIES:
<br /> CONTRACTOR SHALL BEAR ALL EXPENSES FOR THE REPAIR OR REPLACEMENT Fb BOTTOM FIBER BENDING STRESS 2000psi ABN.
<br /> OF UTILITIES OR OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THEFb TOP FIBER BENDING STRESS 1000P81 IRKEXECUTION OF WORK. STUCCO A FOUNDATIONS&SLABS 9'OR LESS: 3/4"GRAVEL FV SHEAR STRESS 190psi MIN. SPECIFICATIONS&NOTES
<br /> PRIMER-PRO MAR MASONRY CONDITONER B-46-W2T000 B. PEER/CAISSON FOOTING: I"GRAVEL. Fe COMPRESSION STRESS PERPENDICULAR 10 GRAIN 560ps{MIN.
<br /> 20.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURIN TOPCOAT- SUPERPAINT A-80 SERIES A-B9 SATIN A-84 GLOSS E MODULUS ELASTICITYTON 1400kst MIN:.
<br /> OF THE PROJECT SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE 8. WATER: SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNT C.CAMBER TO RADIUS OF 1600' U.O.N,.
<br /> JOB IS COMPLETED AND ACCEPTED BY SPRINT, WOOD SHEET NUMBER: /"
<br /> PRIMER-A-100 EXTERIOR ALKYD WOOED PRIMER Y-24W20 OF ACIDS,ALKALIS,ORGANIC MATERIALS AND SHALL BE SUITABLE D.ALL GLS'S SHALL BE FABRICATED WITH EXTERIOR GLUE.
<br /> FOR HUNAN CONSUMPTION.
<br /> TOPCOAT- 2 COATS AEN LATEX HOUSE&TRIM SHEEN TO E. MANUFACTURE OF GLB'S SHALL CONFORM TO THE UBC. �-^ 1" dF
<br /> MATCH ADJACENT SURFACES F. GLU^LAM MATERIAL SHALL BE IN ACCORDANCE WITH ANSI/ATC L
<br /> A190.1 AND ASTM 03737, }
<br />
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