4310 COLBY AVE SPRINT ANTENNA 2020-02-06

-PLANS PREPARED FOR: GENERAL SPECIFICATIONS PAINTING NOTES&SPECIFICATIONS STRUCTURAL SPECIFICATIONS Sprint ) 1.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 A201 'GENERAL CONDITIONS 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 INCLUDED IN THESE SPEOFlCATTONS AS IF COMPLETELY REPRODUCED HEREIN. OR GOVERNING AGENCY. 1. ALL PAINT PRODUCT UNES SHALL BE SHERWIN WILLIAMS UNLESS 1. PRECEDENCE:UNLESS OTHERWISE SHOWN OR SPECIFIED,THE CONCRETE BATCHING AND CONCRETE PLACEMENT UNLESS 15395 SE 30TH PL 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. BELLEVUE,WASHINGTON 98007 2.THIS FACILITY IS AN UNOCCUPIED PCS TELECOMMUNICATIONS SITE AND ISCONSTRUCTION DOCUMENTS TO ILLUSTRATE THE AS-BUILT CONOTION OF THE THESE DRAWINGS SHALL HAVE THE FOLLOWING PRECEDENCE. EXEMPT FROM ADA ACCESS REQUIREMENTS. 2. CONTRACTOR SHALL PREPARE ALL SURFACES AND APPLY ALL FINISHES SITE.THIS SHALL BE DONE AFTER THE SITE HAS ITEM AWARDED FINAL B. SEGREGATION OF AGGREGATES:CONCRETE SHALL NOT BE FLOPPED INSPECTION BY THE RESPONSIBLE BUILDING AGENCY.ONE SET OF REDLINED 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, i PRIOR TO SUBMISSION OF BDS,THE TACTION ANDDS PARTICIPATING DOG SHALL -PLANS PREPARED BY: NSR THE JOB SITE WITH THE CONSTRUCTION CONTRACT DOCUMENTS TO DRAWINGS SHALL BE PROVIDED TO THE SPRINT CONSTRUCTION MANAGER. PLANS,SECTIONS AND DETAILS. AND DROP CAPITALS)SO AS TO CAUSE SEGREGATION OF AGGREGATES. CONFIRM THAT THE PROJECT CAN BE ACCOMPLISHED AS DESIGNED HEREIN, 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 G Y AS WELL AS TO FAMILIARIZE THEMSELVES WITH ALL FIELD CONDITIONS 23.THE LATEST EDITION OF ALL PERMITTED AND APPROVED PLANS PERTAINING 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. AFFECTING THE PROPOSED PROJECT INCLUDING DEMOUTION,ELECTRICAL, TO THIS PROJECT SHALL.BE KEPT IN A PLAN 805 AND SHALL NOT BE USED RECOMMENDED BY MANUFACTURER FOR EXISTING WEATHER CONDMONS• OVER GENERAL NOTES AND TYPICAL DETAILS. 8 MECHANICAL AND STRUCTURAL INSTALLATIONS PRIOR TO PROCEEDING WITH BY WORKERS.ALL CONSTRUCTION SETS SHALL REFLECT THE SAME CONSTRUCTION.SHOULD ANY ERRORS,OMISSION,OR DISCREPANCIES BE INFORMATION.THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDTiON, 4. FINISH COLOR AND TEXTURE OF ALL PAINTED SURFACES SHALL 9. SPUCES OF REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 30 FOUND,THE GENERAL CONTRACTOR SHALL IMMEDIATELY NOTIFY IN WRITING, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS.ADDENDA AND CHANGE MATCH EXISTING ADJACENT SURFACES UNLESS OTHERWISE NOTED C. MAT pRECLDAL EN OVER THE SPECIFICAND SPECIFICATIONS ATIONS. THE DRAWINGS SHALL DIAMETERS AND SECURELY WIRED TOGETHER.SPUCES OF ADJACENT FROM ZERO TO I N F I N I G Y THE SPRINT CONSTRUCTION MANAGER AND THE ARCHITECT. ORDERS ON THE PREMISES AT ALL TIMES.THESE ARE TO BE UNDER THE BY SPRINT. REINFORCING BARS SHALL BE STAGGERED WHEREVER POSSIBLE. CARE OF THE CONSTRUCTION SUPERINTENDENT. the solutions are endless 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:SEE THE ARCHITECTURAL DRAWINGS FOR ALL 10. REAR CLEARANCE:MINIMUM COVERAGE FOR JOISTS, BEAMS,GIRDERS SHALL INCLUDE THE MORE COSTLY OR EXTENSIVE WORK IN THE BID,UNLESS 24.THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON SPRINT CONSTRUCTION MANAGER. DIMENSIONS NOT SHOWN. AND COLUMNS SHALL.BE TO FACE OF STIRRUPS OR TIES. UNLESS 2500 W.HIGGINS RD.SUITE 510 SPECIFICALLY DIRECTED OTHERWISE BY SPRINT.IF A DISCREPANCY EXISTS A DAILY BASIS,EXCEPT FOR THAT SPECIFIED AS THE PROPERTY OF THE OTHERWISE NOTED,CONCRETE COVERAGE FOR REINFORCING BARS TO AND THE PROJECT MANAGER AND ARCHITECT ARE NOT NOTIFIED.THE BUILDING OR PROPERTY OWNER AND SHALL EXERCISE STRICT CONTROL HOFFMAN ESTATES,IL 60169 AND THERAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL COSTS OVER SITE CLEANING THROUGHOUT CONSTRUCTION AND FINAL CLEAN-UP 0. PREPARE PREVIOUSLY PAINTED SURFACE BY UGHT SANDING WITH 400 3. GENERAL•DETAILS AND NOTES ON THESE SHEETS SHALL APPLY FACE OF BAR SHALL BE AS FOLLOWS: GENINCURRED 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 AMER499-035 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' 0.THESE DRAWINGS SHALL NOT BE SCALED AS THESE DRAWINGS ARE INTENDED CONDITION,FREE FROM PAINT SPOTS,DUST OR SMUDGES OF ANY NATURE SSPC-5P1. SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. B.CONCRETE IN CONTACT WITH EARTH,FORMED 2' TO BE FOR DIAGRAMMATIC PURPOSES ONLY.FIGURED DIMENSIONS HAVE AT COMPLETION OF WORK, -SITE ACO: PRECEDENCE OVER DRAWING SCALE AND DETAL DRAWINGS HAVE 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' 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 TEMPORARY BRACING AND SHORING TO INSURE D.WALL INTERIOR FACE 1' ACCURACY OF ALL DIMENSIONS IN THE ROD.UNLESS SPECIFICALLY NOTED. OWNER'S PREFERRED HOURS TO AVOID DISRUPTION OF NORMAL ACTMIY. SURFACES AND FACILITIES. THE SAFETY OF THE WORK UNTIL IT IS COMPLETED.THIS INCLUDES E.STRUCTURAL SLABS 3/4' DO NOT FABRICATE ANY MATERIALS,OR BEGIN ANY CONSTRUCTION UNTIL THE UNDERPINNING EXISTING FOOTINGS WHERE APPLICABLE. F.JOISTS 3/4- ACCURACY rtl i n k ACCURACY OF DRAWING DIMENSIONS HAS BEEN VERIFIED AGAINST ACTUAL 28.ALL EXPOSED METAL SHALL BE HOT-DIPPED GALVANIZED. & APPLY PAINT BY AIRLESS SPRAY,SANDING LIGHTLY BETWEEN EACH G.BEAMS,GIRDERS&COLUMNS 1-1/2" FIELD MAD/DONS SUCCEEDING 27.SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L LASTED OR ACHIEVE A COATINGENAMEL LNO ATTR THINNER THAN THE DRY ON FIAT SURFACES. FILM APPLY MATERIAL THICKNESS TO S. SAFETY:THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. / 0.THE CONTRACTOR SHALL INCLUDE 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 EQUIPMENT,APPURTENANCES AND LABOR NECESSARY TO COMPLETE THE FACILITY AND PROJECT SITE OF CONSTRUCTION. BEAMS,SLABS,WALLS AND COLUMNS,EXCEPT THOSE SHOWN ON THE WORK AS INDICATED OR IMPLIED BY THESE DRAWINGS. �,PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING O NOT LESS 71N 9. APPLY BLOCK FILTER TO CONCRETE BLOCK CONSTRUCTION AND 6. WATERPROOFING:WATERPROOFING AND DRAINAGE DETAILS OR PLANS.INSTCONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR 11410 NE 122ND WAY STE.102 7.CONTRACTOR&WALL NOTIFY THE SPRINT CONSTRUCTION MANAGER,THE 2-A OR 2-ATOBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF ENSURE COMPLETE COVERAGE WITFE PORES COMPLETELY FILLED. SPECIFICATIONS SHOWN IN THESE DRAWINGS ARE FOR GENERAL PLUMBING, ELECTRICALNS OF MY ADDITIONAL MECHANICALSLEEOPENINGSES R CHASES.ALL KIRKLAND,WA 98034 PROPERTY OWNER AND THE ARCHITECT IF ANY DETAILS ARE CONSIDERED THE PROJECT AREA UNDER CONSTRUCTION. INFORMATIONAL PURPOSES ONLY.CONTRACTOR TO NOTIFY THE PLUMBING, AND SHALL BE IMPRACTICAL UNSUITABLE.UNSAFE.NOT WATERPROOF,OR NOT WITHIN 10. CONTRACTOR SHALL CORRECT RUNS,SAGS,MISSES AND OTHER DEFECTS SLEEVES.CORING IS NOT ALLOWED UNLESS PRIOR APPROVAL IS CUSTOMARY TRADE PRACTICE.IF WORK IS PERFORMED,IT WILL BE 29,ELECTRICAL POWER SYSTEM SHALL BE GROUNDED PER NEC ARTICLES 250 INCLUDING INADEQUATE COVERAGE AS DIRECTED BY THE SPRINT SPRINT CONSTRUCTION MANAGER AND THE ARCHITECT IF ANY OBTAINED FROM THE STRUCTURAL ENGINEER AND 810. CONSTRUCTION MANAGER.REPAINT AS NECESSARY TO ACHIEVE SURFACES INADEQUATE OR IMPROPER CONDITIONS. ASSUMED THAT THERE IS NO OBJECTION 70 ANY DETAIL DETAILS ARE THAT ARE SMOOTH.EVENLY COATED WITH UNIFORM SHEEN AND FREE 12. EMBEDDED ITEMS:CONDUIT PLACED IN A CONCRETE SLAB SHALL -ENGINEERI MODE DED TO SHOW THE ENA RESULT OF THE DESWN.MINOR MODIFICATIONS MAY BE REWIRED TO SUIT JOB CONDITIONS,AND SHALL 30. ALL NEW OPENINGS IN THE EXTERIOR ENVELOPE OF CONDITIONED SPACES PROM BLEMISHES. B. STEEL NOT HAVE AN OUTSIDE DIAMETER GREATER THAN 1/4 THE THICKNESS t A BE INCLUDED AS PART OF THE WORK. SUCH AS AT WALL AND ROOF PENETRATIONS SHALL BE CAULKED OR OF THE SLAB.CONDUIT SHALL NOT BE EMBBEDED IN A SLAB THAT � F( ` SEALED TO UNIT INFILTRATION OF AIR AND MOISTURE B. PAINTING SCOPE 1. ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE MEMBERS it,' &EXISTING ELEVATIONS AND LOCATIONS SHALL BE VERIFIED BY THE SHALL CONFORM TO ASTM A-36 AND BE FABRICATED IN IS LESS THAN 3-1/2'THICK,UNLESS SLAB IS LOCALLY THICKENED. .. e?\ ---.,,,, ,�,'} MINIMUM CLEAR DISTANCE BETWEEN COUNDUITS SHALL BE SIX INCHES. A f CONTRACTOR ON THE PUNS,THEE CONTRACTOR SKILL THEY NOTIFY THE SPRINT THOSE ONSIRUUC ON 31.UPON COMPLETION OF CONSTRUCTION,SPRINT CONSTRUCTION MANAGER 1. PAINT THE FOLLOWING MATERIALS AND SYSTEMS CHECKED BELOW ACCORDANCE WITH THE SPECIFICATIONS OF THE ASC. 4, N A S°/4, 0 SHALL CONDUCT A WALK-THRU WITH PROPERTY OWNER OR REPRESENTATIVE WITH THE COATING SYSTEM INDICATED. 13. ANCHORING:ALL ANCHOR BOLTS, REINFORCING STEEL.DOWELS, Ri MANAGER AND THE ARCHITECT SO THAT MOOIFICATIONS CAN OF PROPERTY OWNER. ,, 2. ALL BOLTS SHALL CONFORM TO ASIA.A-307 UNLESS OTHERWISE INSERTS,ETC.,SHALL BE WELL SECURED IN POSITION PRIOR TO �"` � `yA (�Y 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 `" 32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SYSTEM ASTM A-325 IS ALLOWED. �-y 0.THE CONTRACTOR SHALL VERIFY ALL TELEPHONE k RADIO EQUIPMENT EQUIPMENT IN A CLEAN WORKING ORDER uNnL ACCEPTANCE OF THE SURFACE TO BE PAINTED SYSTEM PAINT DOSNOTT WA "` 4> �j X.J LAYOUTS.SPECIFICATIONS.PERFORMANCE,INSTALLATION AND FINAL LOCATIONS PROJECT BY SPRINT. BTs UNIT x '.f• WITH SPRINT CONSTRUCTION MANAGER PRIOR TO BEGINNING WORK.THE ALL EQUIPMENT EQUIPMENT CABINETS OTHER THAN THE ETD 3. STEEL PIPE COLUMNS SHALL BE GRADE'B'CONFORMING TO ASTM 14.CURING:SLABS SHALL BE SPRAYED WITH A CURING COMPOUND T/", l,^^.. .,'/. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK WITH 33.INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDION OF THE UNIT X A53, IMMEDIATELY AFTER FINISHING.CURING COMPOUNDS USED ON ,/ ERICSSON RADIO SYSTEMS. MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY ANTENNA COVERS.TILT BRACKETS,MOUNTING CONCRETE WHERE TILE OR FLOOR COVERING IS TO BE BONDED OTHERWISE INDICATED,OR WHERE LOCAL CODES OR REGULATION TAKE BRACKETS AND ASSOCIATED HARDWARE,CABLE AND sEEPLANS SEEPLANS 4. STEEL TUBING SHALL BE GRADE'B'CONFORMING TO ASTM#500. TO THE CONCRETE SURFACE SHALL BE APPROVED BY THE TILE � it 10.ALL SYMBOLS k ABBREVIATIONS USED ON THESE DRAWINGS ARE CONSIDERED PRECEDENCE. CABLE COVERS EXPOSED TO VIEW,EXPOSED OR FLOOR COVERING MANUFACTURER.KEEP SLAB WET FOR 7 DAY wp CONSTRUCTION STANDARDS.IF THE CONTRACTOR HAS QUESTIONS REGARDING CONDUIT AND HANGERS,ETC. MINIMUM PERIOD. ,(y ,rgt8� ,� THEIR EXACT MEANING,THE SPRINT CONSTRUCTION MANAGER AND THE FLUSHING UNITS.METAL TRIM AND OTHER METAL X 5. ALL WELDING SHALL BE DONE BY THE SHIELDED ARC METHOD. 'Tts, SURFACES ALL WELDERS SHALL BE PROPERLY QUALIFIED AND BE PRE-APPROVED. Q V.41-F• �, . ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE THE CONTRACTOR STUCCO,CONCRETE,CONCRETE BLOCK AND x SURPLUS METAL SHALL BE DRESSED OFF TO SMOOTH, EVEN 95. CONSOLIDATION:ALL CONCRETE SHALL BE VIBRATED AS IT IS ee' AY'V.PROCEED&WITH THE WORK. cEMENn0,L TYPE FINISH000 TD:s. BEING PLACED WITH ELECTRICALLY OPERATED VIBRATING EQUIPMENT. t VPLYWOOD,LUMBER AND WOOD TRIM INCLUDING SURFACES WHERE WELDS ARE NOT EXPOSED TO VIEW.ALL WELDING 11.THE CONTRACTOR SHALL OBAIN AND PAY FOR ALL PERMITS.LICENSES AND THE RACK SIDE OF ALL SCREENWALLS X SWILL COMPLY WITH THE LATEST A.W.S.SPECIFICATIONS. D. TIMBER " * -INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE DRYWALL x ' THOSE IN THE COST OF THE WORK TO SPRINT. ROOFING&WATERPROOFING NOTES CONCRETE POLES x B. THE FOLLOWING WELDING EQUIPMENT MUST BE USED: 1.ALL FRAMING LUMBER FOR 4X AND LARGER BEAMS SHALL BE NO. 1 12.THE CONTRACTOR SHALT.PROVIDE CONTINUOUS SUPERVISION AND DIRECT ALL METAL POLES AND METAL POLE STANDOFF x A. 250 AMP WELDERS. GRADE DOUGLAS FIR.,S45,UNLESS NOTED OTHERWISE ON THE 11-29-18 B.ROD OVENS. DRAWINGS. WORK WHILE ANY SUBCONTRACTORS OR WORKERS ARE ONSITE,USING HIS IS C. OR HER BEST SKILL AND ATTENTION.THE CONTRACTOR SHALL BE HELD 1.CONTRACTOR SHALL CONTACT BUILDING OWNER TO DETERMINE IF ROOFCOATING SYSTEM SPECIFICATIONS C.GRINDERS. UNDER WARRANTY.CONTRACTOR SNAIL GUARANTEE THAT MAY AND ALL NEW 2.ALL FRAMING LUMBER FOR 2X RAFTERS AND JOISTS SHALL BE NO.2 -DFWWING NOTICE: RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES, PROCEDURES,SEQUENCES,AND COORDINATION OF ALL PORTIONS OF THE ROOFING WORK MEETS THE SPECIFICATION OF ANY EXISTING ROOFING 1. ON ACRYLIC COATING(SERIES 886)BY DTM N BONDING WILLIAMS CO. HAIL 7. NO BUZZ BOXES SHALL BE USED. GRADE DOUGLAS FIR,545, UNLESS NOTED OTHERWISE ON DRAWINGS CONTRACTED WORK. WARRANTIES SUCH THAT THE WARRANTY IS NOT MAGE INVALID AS A RESULT OFT PER COAT APPLIED IN TALO COATS OVER DBONDING PRIMER WORKMANSHIPOF THIS WORK.IF IT IS DETERMINED THAT THE ARCHITECT'S DEMURS IS (886A50). B. ALL STRUCTURAL STEEL SHALL HAVE MILL CERTIFICATION. MILL 3.STRIPPING,BLOCKING,BACKING AND OTHER NON-STRUCTURAL THESE DOCUMENTS ARE CONFIDENTIAL AND ARE 13. 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 LUMBER SHALL BE NO.2 OR STD&BTR GRADE DOUGLAS FIR, S45, THE SOLE PROPERTY OF SPRINT AND MAY NOT BE TRADE INVOLVED,AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE SPRINT 2. 100%ACRYLIC.LATEX COATING EQUIVALENT TO A-100(SERIES A-82 BY THE DESIGN ENGINEER AND THE CITY INSPECTOR. 2X4 STUD WALLS SHALL BE D.F. STANDARD&BTR. REPRODUCED,DISSEMINATED OR REDISTRIBUTED REFERENCE STANDARDS FOR QUALITY AND PROFESSIONAL CONSTRUCTION PROJECT MANAGER IN WRITING.THE CONTRACTOR WILL BE ULTIMATELY HELD ) PRACTICE: RESPONSIBLE FOR COMPLYING WITH THE ORIGINAL ROOF MANUFACTURER'S BY SHERWIN WILLIAMS CO. 1 MIL OFT PER COAT APPLIED IN IWO COATS WITHOUT THE EXPRESS WRITTEN CONSENT OF SPECIFICATIONS OVER SPECIFIED PRIMER. 9. ALL HIGH STRENGTH BOLTS SHALL HAVE MILL CERTIFICATION. 4. ALL BEAMS,JOISTS AND RAFTERS SHALL BE INSTALLED WITH CROWN SPRINT. NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION MILL CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR SIDE UP. O'HARE INTERNATIONAL CENTER 2. CONTRACTOR SHALL USE METHODS AND MATERLAS SIMILAR TO AND 0. PANT k PRIMER EXAMINATION BY THE INSPECTOR. 10255 W.HIGGINS ROAD.SUITE 600 COMPATIBLE WITH EXISTING MATERIALS k CONDITIONS FOR ROOF PATCHING, 5.ROOF PLYWOOD SHALL MATCH EXISTING PLYWOOD SHEATHING WITH A -REVISIONS: 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 PRIMER-KEM AQUA E61-W525 SHALL BE TOUCHED UP WITH COLD GALVANIZING PAINT. NOTED OTHERWISE ON PLANS.FGIELD NAIL WITH 8d AT 12'O.C. DESCRIPTION DATE BY REV SMACNA SHEET METAL AND NR CONDRWNI NG CONTRACTORS 3. THE CONTRACTOR SHALL PROPERLY SEAL ALL NEW ROOF k BUILDING TOPCOAT-COROTHANE II B65W200/B6OV22 NATIONAL ASSOCIATION ENVELOPE PENETRATIONS SUCH THAT THE INTEGRITY OF THE ORIGINAL 11. WELDING INDICATED IN THESE DRAWINGS IS DESIGNED FOR ONE & PLYWOOD SHEETS SHALL BE LAID WITH THE FACE GRAIN 4201 LAFAYETTE CENTER DRIVE BUILDING ASSEMBLY AND AU.APPLICABLE WARRANTIES ARE MAINTAINED. BTS CABINET HALF OF ALLOWABLE CODE STRESSES UNLESS NOTED PERPINDICULAR TO SUPPORTS AND WITH THE EDGES STAGGERED, CHANTILLY,VA 20151-1219 4. IF IT IS DEEMED NECESSARY TO REMOVE EXISTING FINISHES AND/OR PRIMER-KEM AQUA E61-W525 'FULL STRESS'AT END OF WELD SYMBOL UNI FRY NOTED OTHERWISE ON THE PLANS. MATERIALS,THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECONSTRUCTING TOPCOAT-COROTHANE II B65WBSW200/BBOV22 IIP 820 0 TRANSFEALR INSTITUTE ROADFOR LATH AND PLASTER FINISHES AND MATERIALS TO LICE-NEW CONDITION.CONTRACTOR SHALL 7.PLYWOOD SHALL BE GRADE MARKED BY DFPA.RECO,OR PTL AND ST.PINI MN '5511h1408 MAINTAIN THE ORIGINAL COLORS,TEXTURES k FINISHES UNLESS SPECIFICALLY COAXIAL JUMPER CABLES C. CONCRETE NOTED IN THESE DRAWINGS OR APPROVED BY THE SPRINT CONSTRUCTION PRIMER-AS REQUIRED FOR ADHESION.APPLY ONE COAT OF KETAL SHALL CONFORM TO PS 1-83. 14.INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDION OF THE MANAGER IN ADVANCE AQUA WATER REDUCIBLE PRIMER E61W25 REDUCED 25% 1. STRENGTH:CONCRETE FOR THE PROJECT SHALL HAVE.THE &THE MAXIMUM MOISTURE CONTENT OF ALL LUMBER SHALL NOT MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS OTHERWISE INDICATED TOPCOAT-2 COATS COROTHANE II POLYURETHANE 865W200/B60V2 FOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT AGE OF 28 DAYS: BY SPRINT,OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 5.AT THE SPRINT CONSTRUCTION MANAGER'S DIRECTION,THE CONTRACTOR EXCEED 24X AT THE TIME OF INSTALLATION. SHALL PROVIDE ROOFTOP WAIKPADS TO ALL NEW EQUIPMENT INCLUDING RAW STEEL LOCATION STRENGTH WT. SLUMP ADMIXTURE 15.THE CONTRACTOR SHALL VERIFY.COORDINATE.AND PROVIDE ALL NECESSARY ANTENNAS AND BTS UNITS AND ALONG COAX CABLE ROUTING.ON PRIMER-KEM BOND HS B5OWZ4,DMT ACRYLIC PRIMER 9.MINIMUM NAILING SHALL COMPLY WITH TABLE 23-1-q OF BUILDING 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 B85W200/B80V2 A.SLABIFOOTING 3000psi 15Opcf 4" NONE CODE ALL NAILS SHALL BE COMMON WIRE NAILS. ISSUED FOR CONSTRUCTION 11/29/18 EPR 0 ITEMS. - MANUFACTURED BY APC OR EQUAL ON SPECIAL ROOFING SYSTEMS,SUCH ISSUED FOR REVIEW 10/01/18 EPR A AS SINGLE MEMBRANE ROOFING,THE 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 IS.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL GRE 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 AND/OR NUTS WHERE IN CONTACT WITH WOOD. r SITE NAME: CONSTRUCTION NOTICES AND SHALL COMPLY WITH ALL APPLICABLE LOCAL FINISH COAT(GALVITE HIGH SOLIDS OR DTA PRIMER/FINISH) BY A DEPUTY INSPECTOR EMPLOYED BY A TESTING LABORATORY WESTERN MEDICAL CODES,RECUUTIONS,LAWS AND ORDINANCES,AS WELL AS THE STATE APPROVED BY THE BUILDING DEPT. 11.LAG BOLTS SHALL BE SCREWED INTO PLACE, NOT DRIVEN. LAG DEPARTMENT OF INDUSTRIAL RELATIONS REGULATIONS,INCLUDING BUT NOT STAINLESS STEEL BOLTS SHALL BE INSTALLED IN PRE-DRILLED HOLES WITH A WAITED TO THE DMSION OF OCCUPATIONAL SAFETY AND HEALTH(OSHA). PRIMER-OTM WASH PRIMER.B71Y7 DIAMETER EQUAL TO 75%DIAMETER OF BOLT. TOPCOAT-2 COATS COROTHANE II POLYURETHANE B65W20O B60V2 S REBAR GRADES:REINFORCING STEEL SHALL BE CLEAN PREFORMED SITE#: 17.THE CONTRACTOR SHA L PROTECT AIL PROPERTY FROM DAMAGE THAT MAY / BARS CONFORMING TO ASTM A615 AS FOLLOWS [SPRINTOCCUR DURNG CONSTRUCTION.ANY DAMAGE TO NEW AND EXISTING 12.CONNECTORS:ALL SHEET METAL FRAMING CONNECTORS SHOWN IN FINISHES.CONSTRUCTION,STRICTURE,LANDSCAPING.CURBS,STAIRS,OR PRE-PRIMED STEEL I4 k SMALLER BARS GRADE 40 THE PLANS SHALL BE STRONG CONNECTORS AS MANUFACTURED BY SE52XC206 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 SATISFACTION OF SPRINT AND THE PROPERTY OWNER'S REPRESENTATIVE,AT SSOWZ4 /5 k LARGER BARS GRADE 60 ALL BARS AT CAISSON FOOTING...GRADE 80 APPROVED BY THE STRUCTURAL ENGINEER. THE EXPENSE OF THE CONTRACTOR ALUMINUM k COPPER13.ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY SITE ADDRESS: 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR,AND SHALL REPLACE OR PRIMER-MIA WASH PRIMER,871Y1 4. CEMENT:FOUNDATIONS k SLABS:TYPE V.LOW ALKALI, OR CONCRETE SHALL BE WOLMANIZED PRESSURE TREATED LUMBER REMEDY,ANY FAULTY,IMPROPER OR INFERIOR MATERIALS OR TOPCOAT-2 COATS COROTHANE II POLYURETHANE B65W200/B60V2 CONFORMING TO ASTM C-150. OR A NATURALLY DECAY RESISTANT LUMBER SUCH AS REDWOOD OR 4310 COLBY AVE WORKMANSHIP OR MO DAMAGE WHICH SHALL APPEAR WITHIN ONE YEAR PIER/CAISSON FOOTINGS:TYPE V. LOW ALKAU,CONFORMING uAFT RTIE�COMPP COMPLETION AND ACCEPTANCE OF THE WORK BY SPRINT CONCRETE MASONRY TO ASTM C-T50. CEDAR. EVERETT',WA 98203-2338 THCONTRACT. PRIMER-PRO MAR EXTERIOR BLOCK FILLER 14.ALASKAN YELLOW CEDAR GLUE-LAMINATED BEAMS TOPCOAT-2 COATS A-100 LATEX HOUSE k TRIM,SHEEN TO MATCH 5. AGGREGATE:USED IN THE CONCRETE SHALL CONFORM TO ASTM 19.IT SHALL BE THE RESPONBBLOY OF THE GENERAL CONTRACTOR TO A.LUMBER SPECIES:ALASKAN YELLOW CEDAR(AC.)CONFORMING PROTECT AND LOCATE.OR CONTACT AN OUTSIDE AGENCY TO LOCATE,ALL C-33.USE ONLY AGGREGATES KNOWN NOT TO CAUSE EXCESSIVEA. 20F-V12 SHEET DESCRIPTION: MUTES UTES REGARDLESS OF WHETHER OR NOT SHOWN HEREIN.THE CONCRETE STUCCO(EXISTING) SHRINKAGE.THE MAXIMUM SIZE AGGREGATE IN CONCRETE WORK B.STRENGTH PROPERTIES: CONTRACTOR SHALL BEAR ALL EXPENSES FOR THE REPAIR OR REPLACEMENT 2 COATS A-100 LATEX HOUSE k TRIM,SHEEN TO MATCH SHALL BE THE FOLLOWING: Fb BOTTOM FIBER BENDING STRESS 2000psi MIN. OF UTIUT2&OR OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE eg EXECUTION OF WORK. PRIMER-PRO MAR MASONRY CONDITONER B-46-W21000 A.FOUNDATIONS k SLABS 9'OR LESS:3/4'GRAVEL FR SHEAR STRESSo STRLAIN. 1000ps1 MIN. SPECIFICATIONS&NOTES 20.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY TOPCOAT-SUPERPAINT A-80 SERIES A-89 SATIN A-84 GLOSS B.PIER/CAISSON FOOTING: 1'GRAVEL Fc COMPRESSION STRESS PERPENDICULAR TO GRAIN 560psi MIN. OF THE PROJECT SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE E MODULUS ELASTICITY 1400ksi MIN. - & WATER:SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNT - JOB TS COMPLETED AND ACCEPTED BY SPRINT. WOOD C.CAMBER TO RADIUS OF 1600'U.O.N. OF ACIDS,ALKALIS.ORGANIC MATERIALS AND SHALL BE SUITABLE SHEET NUMBER: PRIMER-A21C0 COATS EXTERIOR ALKYD W0090OUSPRIMER SHEEN TO D.ALL GLB'S SHALL BE FABRICATED WITH EXTERIOR GLUE. TOPCOAT-2 A-100 UTIX HOUSE k TRIM SHEEN TO FOR HUMAN CONSUMPTION. E MANUFACTURE OF MET'S SHALL CONFORM TO THE UBC. �] MATCH ADJACENT SURFACES F.GLU-LAM MATERIAL SHALL BE IN ACCORDANCE WITH ANSI/ABC T 2 „ ©C A190.1 AND ASTM D3737.