6320 EVERGREEN WAY VERIZON WIRELESS ANTENNA 2019-09-05

I (The following apply unless shown otherwise on the plans) .4441> (TA 3. S(SKFN WAY FRAHM.UNLESS NOTED OTHERWISE ON PLANS AND DEARS SCREEN WALL MILL 10. CONCRETE CURING: 11. MISONRY RDNFORGNG STEEL REINFORCING SHALL CONFORM TO IBC SEC 2103.13.1.DEFORMED BARS SHALL BE , > 1. ALL MATERIALS,WORKWNSI7P,DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, STUDS SHALL BE FIBER REINFORCED CHANNEL 6 a 116 x UG SPACED AT 2'-0'ON CENTER.ATTACH PROVIDE CURING COMPOUNDS FOR CONCRETE AS FOLLOWS: GRADE 60 UNLESS OTHERWISE NOTED,AND SHALL BE SECURELY PLACED N ACCORDANCE WITH BC SEC 2104.1.1, SPECIFICATIONS,THE LATEST EDISON OF THE INTERNATIONAL BURDIIG CODE AND THE WASHINGTON TOP AND BOTTOM OF HAL STUDS 70 SCREEN WALL FRAMING WITH FIBER REINFORCED ANGLE (1)APPLY SPECIFIED CURING COMPOUND TO CONCRETE SLABS AS SOON AS FINAL FINISHING OPERATIONS 2106,2107,AND 2108.UNLESS OTHERWISE NOTED ON THE PLANS,THE MINIMUM WALL REINFORCEMENT SHALL BE STATE CODE AMENDMENTS. 6 a 6 a%WITH TWO 5/8'DIAMETER FIBER REINFORCED POLYMER FASTENERS AT EACH LEG. ARE COMPLETE(WITHIN 2 HOURS AND AFTER SURFACE WATER SHEEN HAS DISAPPEARED).APPLY AS FOLLOWS: UNIFORMLY IN CONTINUOUS OPERATION BY POWER SPRAY OR ROLLER IN ACCORDANCE WITH HOOZONEAL BARS 4. SCREENING&CONNECTIONS TO THE FRNLNG 70 BE DESIGNED BY OTHERS FOR 350 PLF SERVICE MANUFACTURER'S DIRECTIONS.RECOAT AREAS SUBJECTED TO HEAW RAINFALL WITHIN 3 HOURS AFTER MNL THICKNESS VERTM'LL BARS RUNNING BOND STACK BOND 2. DESIGN LMOING CRITFRM LEVEL IN-PLANE SHEAR. INITIAL APPLICATION.MAINTAIN CONSNUITY OF COATING MID REPAIR DAMAGE DURING CURING PERIOD. 4' #4048'0C /4048'OC #4024'0C , 0 (2)USE MEMBRANE CURING COMPOUNDS THAT WILL NOT AFFECT SURFACES TO BE COVERED WITH FINISH 6' /5048'OC O5048'OC /6024'OC ROOF SNOW LOAD: 25 PSF MATERIALS APPLIED DIRECTLY TO CONCRETE. 8' /5016'OC (2)/4048TOC (2)15024'00 SOLS AID FORUDA710N6 (3)APPLY CURING COMPOUND AT RATE EOUIVALENT TO RATE OF APPLICATION AT WHICH WRING 12' }6032'CC (2)f5048"C (2)160240C MND LOAD: WIND ANALYSIS PROCEDURE ASCE 7-10 CHAPTER 29'WIND COMPOUND WAS ORIGINALLY TESTED FOR CONFORMANCE TO REQUIREMENTS OF ASTM C309. I B� LOADS ON OTHER STRUCTURES' 1. REFERFNCE STANIAROS (4)USE CURING COMPOUND COMPATIBLE WITH AND APPLIED UNDER DIRECTION OF SYSTEM MANUFACTURER 12. BOND BEAMS WITH HORIZONTAL BAR OR BARS SHALL BE PROVIDED AT 48'0C AND AT ALL FLOOR MD ROOF Inc CATEGORY II CONFORM TO SBC CHAPTER 18'SOILS AND FOUNDATIONS.' OF PROTECTIVE SEALER. LINES AND AT THE TOP OF THE WALL PROVIDE A BOND BEM WITH HORIZONTAL BAR OR BARS OVER ALL 110 MPH (5)ALL CONCRETE MUST ACHIEVE 4100 PSI COMPRESSIVE STRENGTH BEFORE BONG SUBJECTED TO OPENINGS,AND EXTEND THESE BARS 2'-0'PAST THE OPENING AT EACH SIDE.PROVIDE A BAR OR BARS EXPOSURE'C' 2. GEOTFYWNICAL REPORT FREEZING AND THAWING CYCLES. VERTICALLY FOR THE FULL HEIGHT OF THE WALL AT EACH SIDE OF OPENINGS,WALL ENDS ANS INTERSECTIONS. TOPOGRAPHIC FACTOR KR=1.00 THERE IS NO GEOTECHNICAL REPORT FOR THIS PROJECT.REFER TO SBO CHAPTER 18'SOILS MID (6)APPLY TWO SEPARATE COATS WITH FIRST ALLOWED TO BECOME TACKY BEFORE APPLYING SECOND. DOTES TO MASONRY WALLS SHALL BE EMBEDDED A LAWSUIT OF 1'-6'OR HOOKED INTO THE SUPPORTING WIND LOAD=475 PSF(ULT) FOUNDATIONS.' DIRECTION OF SECOND APPLICATION SHALL BE AT RIGHT ANGLES TO DIRECTION OF FIRST. STRUCTURE AND BE OF THE SAME SIZE AND SPACING AS WALL REINFORCING.REINFORCING STEEL SHALL L BE AS SPECIFIED UNDER'MASONRY REINFORCING STEEL"PROTIDE CORNER BARS TO MATCH THE HORIZONTAL WALL 11111.111 SEISMIC LOAD: Ss=I.312g;SI=0.509g 3. �: 11. CONTE SEALER: REINFORCING AT WALL INTERSECTIONS.ALL BARS SHALL BE LAPPED A MINIMUM 48 DIAMETERS OR 1'-6'MNMUS SEISMIC DESIGN CATEGORY=DCONCRETE SRANE SEALER CONTAINING 40%SOLIDS SHALL BE APPLIED TO ALL SUPPORTED SLAB SURFACES UNLESS NOTED ON THE PLANS. IMPORTANCE FACTOR M-TOG OF GEOTECHNICAL ENGINEER SHALL ASPECT ALL DA LETTER TTE0.TO SURFACES STATING TASOILS RE AND EXTENDED UP VERTICAL SURFACES 24 INCHES. AAPLFICATON FACTOR Pp=1.0 CONCRETE AND ORT THECIAL STEEL AND PROVIDE A THE BELOW.ELO STATING THAT UEARE ADEQUATE TO SUPPORT THE'ALLOWABLE FOUNDATION PRESSURE'SHOWN ASSUMED VALUES SHALL 13. GROUTED CELLS:FILL All CELLS WITH GROUT AT ANNUM 5'-0'LIFlS,UNLESS NOTED OTHERWISE RESPONSE MODIFICATION FACTOR RP=2.512 GROUTED REBAR AND ANCHOR BOLTS: SEISE DESIGN FORCE-0 BE FEUD VERIFIED BY THE BUILDING OFFICIAL OR A GEOTECHNICAL ENGINEER PRIOR TO PLACING 43Wp CONCRETE. FOLLOW MANUFACTURER'S WRITTEN INSTRUCTIONS DRILL HOLES IN EXISTING CONCRETE TO DEPTH NOTED ON ooc l.,4 PACIFIC DO•PDNATIDN 3. SRUCTURAL DRAWINGS SHALL BE USED N CONJUNCTION WITH ARCHIIECNRAL DRAWINGS PLANS OR TO DEPTH AS NECESSARY TO DEVELOP THE STRENGTH OF THE REBAR LISTED IN THE FOR BIDDING NO CONSTRUCTION.CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS 4. DESIGN SOIL VALUES: MANUFACTURER'S ICC REPORT.DRILL HOLE DIAMETER PER MANUFACTURER'S INSTRUCTIONS.ROUGHEN SIDES ALLOWABLE BEARING PRESSURE(ASSUMED) 1500 PSF OF HOLES BY PERCUSSIVE DRIWNG METHODS.HOLES SHAT.BE BRUSHED AND BLOWN FREE OF DEBRIS FOR COMPATIBRI ANI)SHALL NOTIFY N7CItlSECT OF ANY DISCREPANCIES PRIOR 10 CONSTRUCTION PASSIVE LATERAL PRESSURE 100 PSF/FT AND SURFACE RESIDUE BEFORE GROUTING OPERATION.SPECIAL INSPECTION IS REQUIRED. 4. MMEELOTTE SHALL VERIFY ALL DOSING DIMENSIONS,MEMBER SIZES,AND CONDITIONS ACTIVE LATERAL PRESSURE(UNRESTRAINED) 30 PSF/FT PROR TO COMMENCING ANY WORK.ALL DIMENSIONS OF EXISTING CONSTRUCTOR SHOWN ON ACTIVE LATERAL PRESSURE(RESTRAINED) 60 PSF/FT CONCRETE RElFORCBYENT THE DRMINGS ARE MELDED AS GUIDELINES ONLY MD MUST BE VERIFIED. COEFFICIENT OF SLIDING FRICTION 0.25 1. sem: SEA-F L E M I N G 5. CDTEMICHE SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND 5. SUBS-O I-GRADE&FOINMTIONS: CONFORM 10: STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ALL FOUNDATIONS SHALL BEAR ON STRUCTURAL COMPACTED FILL OR COMPETENT NATIVE SOILREI WITH A (1)ACI "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE',SEC 3'REINFORCEMENT AND ACCORDANCE WITH THE PIANS. MAINE COMPACTOR OF 95%PER ASTM 1557-12. REINFORCEMENT C CEMM ENT SUPPORTS.' NEW BUILD (2)ACT SP-66 ACT DETAILING MANUAL'INCLUDING ACI 315'DETAILS AND DEALING OF CONCRETE 6. CONTRACTORSHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE6. REINFORCEMENT.' KFILL BEHIND TECHNIQUES,SEQUENCES OR PROCEDURES REWIRED TO PERFORM THEIR WORK.THE BBATACKFILL BEHIND RETAINING AND FOUNDATION WALLS SHALL BE OF FREE-DRAINING MATERIAL PLACED IN (3)CRSI MSP-2'MANUAL OF STANDARD PRACTICE' 8320 EVERGREEN WAY STRUCTURAL ENGINEER IAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AID/OR DIRECT WORM LOOSE EFTS OF 12'.BACKFILL SHALL BE COMPACTED USING HAND-OPERATED EQUIPMENT ONLY. (4)ANSI/AWS D1.4"STRUCTURAL WELDING CODE-REINFORCING STEEL.' EVERETT,WA 08203 RESPONSIMLM FOR TIE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS THE CONTRACTOR SHALL REFRAIN FROM OPERATING HEAW EQUIPMENT BEHIND RETAINING AND FOUNDATION (5)SC CHAPTER 19,CONCRETE RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR.THE STRUCTURAL ENGINEER HAS NO WALLS WITHIN A DISTANCE EQUAL TO OR GREATER THAN THE HEIGHT OF THE WALL.UNLESS OTHERWISE (6)ACI 318 AND ACI 3180. SNOHOMISH COUNTY DUTY TO INSPECT,SUPERVISE,NOTE,CORRECT,OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER CONTRACTORS,OR OTHER ENTITIES OR PERSONS Ai THE PROTECT SITE. APPROVED BY THE ENGINEER. 2. lRBg61BLN: 7. CONTRACTOR-MATED CHANGES SHALL BE SUBMITTED N WRITING TO THE ARCHITECT 7. UNLESS TH REINFORCINGLDABLBARS ASTM A706,GRADE 60,DEFORMED BARS. AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTOR. UNLESS OTHERWISE SPECIFIED BY A GEOTECHNICAL ENGINEER,FOOTINGS SHALL BE PLACED ON COMPACTED WELDABLE REINFORCING BARS ASIA A706,GRADE BO,DEFORMED BAS. MATERIAL AND SHALL BE WELL-GRADED GRANULAR MATERIAL WITH NO MORE THAN 5%PASSING A/2 SIEVE EPDXY COATED REINFORCING BARS VISTA A775 OR A934 0 CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUI EMENT. FILLS PLACED SHALL BE IN MAXIUM 8'UF75 AND ALL BEARING SOLS SHALL BE COMPACTED TO 95% SMOOTH WELDED WIRE FABRIC ASTM A185 B. 086*61 S INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT USING THE MODIFIED PROCTOR TEST. EPOEPDXY COATED WELDED WIDE WELDED WIREE FABRIC ASTM ASTM AA884 884 CONATIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS BAR SUPPORTS CRSI MSP-2,CHAPTER 3'BAR SUPPORTS.' SHOWN,SRAM DEANS OF CONSTRUCTION SHALL BE USED,SUBJECT 70 REVIEW MO TIE WIRE 16.5 GAGE OR HEAVIER.BLACK ANNEALED. APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGREER.WHERE INFORMATION ON TIE CAST4I4I ACE CORME FIBROUS REINFORCEMENT FIBERMESH OR APPROVED EQUIVALENT CAMP+ DRAWINGSN IS COFUCT WITH THE SPECIFICATIONS,THE MORE STRINGENT SHALL APPLY, CA+ SUBJECT TO REVIEW MD APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER.DO 1. BEZEBENCE...4d S: 3. EMMET: NOT SCALE THE DRAWINGS. CONFORM TO CONFORM TO ACI 301,SEC 3.2.2"FABRICATION',AND AC SP-66"ACT DETAJUNG MANUAL' ASSOCIATES g, u�m6rnAPu vrcrcuc WHIM ARE COMPOSED O FIELD ERECTED COMPONENTS (1)ACI 318"BUILDING CODE REOUEME IRNTS FOR STRUCTURAL CONCRETE AND COMMENTARY. (2)INC CHAPTER 19. 4. BMW:SHALL BE SUPERVSED BY THE SUPPLER DURING MANUFACTURING,DELIVERY,HANDLING, CONFORM19401 40TH AVE.W.,SUITE 304TO ACI 301,SEC 3.3.2"PLACEMENT.'PULING TOLERANCES SHALL CONFORM TO SEC 3.3.2.1 STORAGE AND ERECTION IN ACCORDANCE WITR INSTRUCTIONS PREPARED BY THE SUPPLER. - 2 : .T �. LVNNWOOD,WA 98036 10 SMARM=FOR STRUCTURAL STEEL AND FRP FRAMED SHALL MRI SIBFD TO THE ARCHITECT AND THE CONTRACTOR SHALL KEEP A COPY OF ALC FIELD REFERENCE MANUAL SP-15,STANDARD PHONE:(425)7406390 STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE OEMS. SPECIFICATIONS FOR STRUCTURAL CONCRETE(ACI 301)WITH SELECTED ACI MID ASIA REFERENCES." 5. CONCRETE COVER: FAX:(425)224-1614 CONFORM TO THE FOU.OWING COVER REQUIREMENTS FROM ACI 301.TABLE 3.3.2.3: WWW.CAMPASSOC.COM 3. JTES: CONCRETE CAST AGAINST EARTH 3' 11. EDP DRAINING REVIEW DIMENSIONS MO RUMMIES ARE NOT REVIEWED BY THE CONFORM TO ACI 318 CHAPTER 5'CONCRETE QUALITY,MIXING,AND PLACING.' CONCRETE EXPOSED TO EARTH OR WEATHER(/5&SMALLER) 1-1/2" ENGINEER OF RECORD,MD THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONCRETE EXPOSED TO EARTH OR WEATHER(/6&LARGER) 2" PROJECT MANAGER MTM CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF 4. YNIB16L&: BARS N SLABS AND WALLS 3/4' RECORD.CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, CONFORM TO MX 318 CHAPTER 3'MATERIALS*FOR REQUIREMENTS FOR CEMENRIIOUS MATERIALS, EXTERIOR BARS IN TILT-UP PANELS 1' METHODS,TECHNIQUES,SEQUENCES AND OPERATIONS OF CONSTRUCTION,AND ALL SAFETY AGGREGATES.MIXING WATER AND ADMIXTURES. _ PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO.SUBMITTALS SHALL INCLUDE A 6. REINFORCING STFFI• PREPARED BY. GA REPRODUCIBLE AND ONE COPY;REPRODUCIBLE WILL BE EARED MD RETURNED.A MAIM M 5. SUTILM S• SHALL BE DETAILED(INCLUDING HOOKS AND BENDS)IN ACCORDANCE WITH AG 315 AND 318. LAP ALL OF TWO WEEKS SIAL BE ALLOWED FOR RE/EIC PROVIDE ALL SUBMITTALS REQUIRED BY AG 301 SEC 4.1.2.SUBMIT MA DESIGNS FOR EACH MA IN THE CONTINUOUS REINFORCEMENT 05 AND SMALLER 60 BAR DIAMETERS,2'-0'MINIMUM. PROVIDE CORNER 12. STOP DRAWING SUBMITTALS PROCESSED BY TE ENGINEER ARE NOT CHANGE ORDERS. TABLE BELOW. BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS}5 AND SMALLER 60 BAR DIAMETERSTHE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO 6. 7 c OF u x DESIGN VR uENTS OR 2-0"MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318,CLASS B. APPROVED BY. IATA LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8'AT SIDES AND ENDS. THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT,BY!IDEATING MEMBER STRENGTH TEST AGE MAXIMUM MWIMUM AIR PROVIDE(2)/5 WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE TYPE/LOCATION (PSI) (DAYS) AGGREGATE W/C RATIOCONTF7NT MN.U.N.O.TRIM BARS AROUND ALL OPENINGS IN CONCRETE WALLS OR SLABS EXTENDING 2'-6'PAST INTENDED FABRICATION AND INSTALLATION METHODS.IF DEVIATIONS.DISCREPANCIES.ORCORNERS.TYPICAL. FOUNDA710N5 4000 28 i' .45 4.5% CONFLICTS BETWEEN SHOP DRAWING SUBMITS AND THE CONTACT DOGMENTs ARE DISCOVERED ETHER PRIOR TO OR AFTER SHOP DRAWING SUBMTTNS ARE PROCESSED BY THE NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO ENGINEER,THE DESIGN DRAWINGS AND SPECFONS ICATSHALL CONTROL AHD SHAl BE 7. MOR DESKR I NO11E1 DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. PROVED A 20'LONG GROUND(UFER GROUND) 2 GA 01/22/19 FINAL PERMIT ISSUE FOLLOWED. (1)W/C RATIO:WATER-CEMENTITIOUS MATERIAL RATIOS SHALL BE BASED ON THE TOTAL WEIGHT OF PER ELECTRICIAN. 1 GA 01/11/17 FINAL PERMIT ISSUE CEMENMI SOUS MATERIALS.RATIOS NOT SHOWN IN THE TABLE ABOVE ARE CONTROLLED BY STRENGTH 13. SPECIAL FSPECTKN:SEE SHEET SID FOR SPECIAL INSPECTORS. TESTS SHALL BE SUPERVISED N ACCORDANCE REQUIREMENTS. Rp,FOpEIIASOFpy 0 GA 12/15/16 PRELBA PERMIT ISSUE WITH OSSC SECTION 1704 AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESGHATED BY (2)CEMEMTIOUS CONTENT: A GA 10/17/16 PREUM PERMIT ISSUE THE OWNER.THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS (A)THE USE OF FLY ASH,OTHER POZZOLANS,SIUCA FUME,OR SLAG SHALL CONFORM TO AG 301 1. CONFORM TO: DRECRY TO TME OWNER ARCHITECT,STRUCTURAL ENGINNEERR,CONTRACTOR MD BUILDING OFFICIAL ANY MATERIALS SEC (1)BC CHAPTER 21'MASONRY.' WHICH FAIL TO MEET PROJECT SPECIFICATIONS SHALL L BE BROUGHT TO THE AMTETON OF THE ARGDECT. 4.2.2.8.8.MAXIMA AMOUNT OF FLY ASH SHALL BE 20%OF TOTAL CEMEMTIOUS CONTENT (2)ACT 530/ASCE 5/I16 402 SPECIFICATKN FOR MASONRY STRUCTURES.' PLAN IEVEWERB 8$ ATS RE UNLESS REVIEWED AND APPROVED OTHERWISE BY SER. (B)FOR CONCRETE USED RI ELEVATED FLOORS.PORTLAND CEMENT CONTENT SHALL CONFORM TO 2. vIWI(I)M MASONRYONYRM TO RCT 530 SEC 1.5. OUT,AND GRADE DRAWINGSI FOR REVIEW INCLUDING: 530: 1. S7PIITIRAI SIFFI NSW ENVISION.AND ERECTOR SHALL BE BASED ON THE AG 301 CE(1) CATSOF COMPLIANCECDLNT. ACCORDANCEZE,LAYONWI MIN AEC 1.5.B.E WITH ACI SEC 1.SJ3.6 AND LATEST EDITIONS OF THE AIS.C.SPECIFICATIONS AND CODES: SEC 4.22.1.ACCEPTANCE OF LOWER CEMENT CONTENT IS CONTINGENT ON PROVIDING (2)TEST REPORTS MASONRY IN PROMO. WITH AM O0 SEC 15.87. SUPPORTING (2)TEST FOR PRISMS.BLOCK,AND GROUT. A AMSC-STEEL CONSTRUCTION MANUAL.14TH E XTON DATA TO THE ENGINEER FOR REVIEW AND ACCEPTANCE. B CODE O STANDARD PRACTICE FOR STEEL IRDFGS AND BRIDGES. (3)AIR CONSENT:CONFORM TO AG 301 SEC 4.2.2.4.HORIZONTAL EXTERIOR SURFACES IN CONTACT WITH 3. 21 . THE ASSUMED NG HTRETHO OF THE MASONRY ASSEMBLAGE,FPM,IS 1,500 PSI BASED ON IBC SEC C. SPECIFICATION FOR STRUCTURAL JOINTS USING ASI A325 OR MBO BOLTS. THE SOIL REQUIRE ENTRAINED AIR.USE"MODERATE EXPOSURE'"SEVERE EXPOSURE'.VERTICAL EXTERIOR 2. S RUC!L URAL _qm WIDE FLANGE(WAND WT)SHAPES SHALL CONFORM TO ASTM A902 Fy-50 KSI: SURFACES REQUIRE'MODERATE EXPOSURE'"SEVERE EXPOSURE".TOLERANCE IS+/-1-1/2%.AR 2105.2.2.1 PUNTS STRENGTH METHOD'. ALL OMIER ROLLED SHAPES SHALL CONFORM TO AS111 A36.FY=36 KSI.STEEEl.. CONTENT SHALLDILµI SHALL BE MEASURED AT PONT OF PLACEMENT. 4. SY ASSURANCE:CONFORM TO BC SEC 2105'QUALITY ASSURANCE"AND CHAPTER 35'REFERENCE PATE SHALL CONFORM TO ASA A36,Fy-36 KM STEEL PIPE SHALL CONFORM TO ASN A53, (4)SLUMP:CONFORM TO ACT 301 SEC 4.2.2.2.SLUMP SHALL BE DETERMINED AT POINT OF PLACEMENT. STANDARDS.' TYPE E OR S.GRADE R Fy-35 KSL STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, (5)NON-CHLORIDE ACCELERATOR:NON-CHLORIDE ACCELERATING ADMIXTURE MAY BE USED IN CONCRETE (1)MASONRY UNITS:TEST UNITS FOR COMPRESSIVE STRENGTH PRIOR TO CONSTRUCTION AND FOR EVERY GRADE B.Fy=46 KSI.CONNECTOR BOLTS SHALL CONFORM TO ASTM A325.ANCHOR BOLTS SLABS PLACED AT AMBIENT TEMPERATURES BELOW 5O AT THE CONTRACTOR'S OPTION. 5000 SF OF WNL AREA DURING CONSTRUCTION IN ACCORDANCE MTH ASTM C140. SHALL CONFORM TO ASTM F1554 GRADE 36,Fy-36 KS. (6)FIBROUS REINFORCEMENT:FIBRILLATED POLYPROPYLENE FIBERS SHALL L BE USED WHERE NOTED.SUBMIT (2)MORTAR:MORTAR SHALL COMPLY WITH THE MORTAR TYPE SPECIFIED IN DC TABLE 21052212. ENGINEERS STAMP PRODUCT DATA FOR REVIEW.ADD FIBERS TO THE MIX AND FINISH IN ACCORDANCE TRH THE (3)GROUT:NO TESTING IS REQUIRED. 3. AL A-325 CONFcnON BOLTS SILµ/BE INSTALLED TO THE SNUG-TIGHT CONDIIOI PER MANUFACTURER'S INSTRUCTIONS. - AMSC SPECIFICATION FOR STRUCTURAL JOINTS USW ASA A325 OR A490 BOLTS IN STRICT 5. Mfg: .016706- ACCORDANCE 51 'ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS.ALL NUTS SILL 8. MEASURING MIXING AND DFINERY• (1)CONCRETE MASONRY UNITS:CONFORM TO ASA C90.GRADE N-1,MEDAL WEIGHT(APPROX 115 PCP). • of IE49 ,, CONFORM TO ASTM A563.ALL WASHERS SHALL CONFORM TO ASA F436 OR ASA F959 TYPE CONFORM TO ACT 301 SEC 4.3. PROSE 1900 PSI UNIT COMPRESSIVE STRENGTH TO ACHIEVE MASONRY ASSEMBLY STRENGTH INDICATED 47 a°' /1 4o 325.ALL BOLT HOLES SHALL SE STMCARD SIZE UNLESS OTHERWISE NOTED. ABOVE CINDER STRENGTH. A.9. HAPLACING,CONSTRUCTING AND CURING: (2)MORTAR CONFORM TO ASTM C270,TYPE 5,AND SC SEC 2103.8 NORTE".PROPORTIONS MAY BE /I f FY/_ V NIDDOD, 4. N I WFl OLE SHALL BE IN CONFORMANCE MTR MSG.AND A.W.S.STANDARDS AND SHALL BE PERFORMED BY O.B.OA CERTIFIED WELDERS USING E7000 ELECTRODES.ONLY CONFORM TO ACI 301 SEC 5. BASED ON LABORATORY OR FIELD EXPERIENCE OR INC TABLE 2103.8(1). // ..,�' i: PREQUAIFlED WELDS(AS DEFINED BY AW.S.)SHALL BE USED.WELDING OF GRADE 60 (3)GROUT:CONFORM TO ASTM 0476 AND INC SEC 2103.12. USE FINE GROUT. �w REINFORCING 8µS(IF REQUITED)SHVL BE PERFORMED USING LOW HYDROGEN ELECTRODES. 10. �' (4)REINFORCING BARS:CONFORM TO ASTM A615.GRADE 60,DEFORMED BARS UNLESS NOTED.LAP BARS ' READING OF GRADE 40 REINFORCING BARS(IF REQUIRED)SHALL PERFORMED USING E70XX PROVIDE CURING COMPOUNDS FOR CONCRETE AS FOLLOWS: 48 DIAMETERS AT SPLICES MINIMUM OR AS NOTED ON PLANS,PLACE N ACCORDANCE WITH BC SEC AONAL WECTRGDOF. ADN4 WITHIN 4'N (IF RS N EFEL 15 NOTDSINGPERME 0 (1)APPLY SPECIFIED CURING COMPOUND TO CONCRETE SLABS AS SOON AS FINAL FINISHING OPERATIONS 2104.1.1.EL01/22/19 SEE REINFORCING NOTE FOR MATERIAL'OFCOLD BENDS OF BARS.ALL WELLING OF ARE COMPLETE(WITHIN 2 HOURS AND AFTER SURFACE WATER SHEEN HAS DISAPPEARED).APPLY (5)JOINT REINFORCEMENT:CONFORM TO ASA A951 AND INC SEC 2103.13.2. STAINLESSRITSTEEL TOTEHALL USE MAELEREQUIRE WITH WELDED PROCESS.RALL WELDED SHILL UNIFORMLY IN CONTINUOUS OPERATION BY POWER SPRAY OR ROLLER IN ACCORDANCE WITH BE PERFORMED BY WELDERS WITH AWS/O.ODES CERT A GMATN MIH THE ALL WELRIAL NGANMANUFACTURER'S DIRECTIONS.RECENT AREAS SUBJECTED TO HEAW RAINFALL MAIN 3 HOURS AFTER 6. g:CONSULT ARCHECLIRAL SWINGS FOR MASONRY ANCHOR RES NOT INCLUDED ON THE 3' '"NAME METHOD REQUIRED INITIAL APPLICATION.MAINTAIN CONTINUITY OF COATING AND REPAIR DAMAGE DURING CURING PERIOD. STRUCTURAL DRAWINGS. (2)USE MEMBRANE CURING COMPOUNDS THAT WILL NOT AFFECT SURFACES TO BE COVERED WITH FINISH SHOP DRAWINGS SHALL SHOW ALL WELDING WITH An A24 SYMBOLS WEIRS SHOWN ONFGMATERIALS APPLIED DIRECTLY TO CONCRETE 7. :MASONRY SHALL BE CONSTRUCTED IN ACCORDANCE WITH EC SEC 2104'CONSTRUCTION',AND AG DRAWS ARE MNIUIA SIZES.INCREASE WELDS SIZE 70 AWS MINIMUM SEES BASED ON PATE (3)APPLY RING COMPOUND AT RATE EQUIVALENT TO RATE OF APPLICATION AT WHICH CURING 530 PART 3'DE +•• STRUCTURAL THICKNESS.MINIMUM WELDING SHALL BE 3/16-INCH.THE WELDS SHOWN ARE FOR THE FILL COMPOUND WAS ORIGINALLY ILSILD FOR CONFORMANCE 70 REQUIREMENTS OF ASTM C309. 8. BLOCK PATTERN:USE RUNNING BOND UNLESS NOTED.FOR STACK BOND,FOLLOW DESIGN CRITERIA N BC SEC CONNECTIONS.READ WELD ARROWS ARE SHOWN WHERE A FIELD WEW B REQUIRED BY THE (4)USE CURING COMPOUND COMPATIBLE WITH AND APPLIED UNDER DIRECTION OF SYSTEM MANUFACTURER 2108,SEC 2107 AND SEC 210. NOTES STRUCTURAL DESIGN;THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF A WELD SHOULD OF PROTECTIVE SEALER. BE SHOP OR FIELD WELDED IN ORDER TO FACILITATE THE STRUCTURAL STEEL DELIVERY MD ERECTION. (5)ALL CONCRETE MUST ACHIEVE 4,000 PSI COMPRESSIVE STRENGTH BEFORE BEING SUBJECTED TO 9. smaLASEESEak SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH BC SEC 17045.THE SPECIAL FREEZING AND THAWING CYCLES. INSPECTION PROGRAM SHALL COMPLY WITH IBC TABLE 1704.5.1. PEER 6APPLYSEDAP� WITH LLAESATTDEOFAPNG SECOND. R9FORC®PYMER DIREC IONOF CONAPPLICATI N SHBE T RIGHT ANOWED TO GLES FIRST. 10. S'RCAL.B4ECIIOi:SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE W TH IBC SEC 17045.THE SPECIAL SFECT NUMBER 1. FIBER REINFORCED POJ TERSHAPES•ALL FIBER REINFORCED POLYMER SHAPES SHALL.BE SERIES 1525 PULTEX 11. CINCIMETE Scum; INSPECTION PROGRAM SHILL COMPLY WITH IBC TABLE 1704.5.3. STANDARD STRUCTURAL FIBERGLASS PROFILES BY CREATIVE PULTRUSKNS,INC.CR ENGINEER APPROVED EQUAL. CONCRETE SLANE SEALER CONTAINING 40%SOLOS SHALL BE APPLIED TO ALL SUPPORTED SLAB SURFACES , w O AND EXTENDED UP VERTICAL SURFACES 24 INCHES. 6--- ^✓],. 2. EPPR RFINFORCFO POIYMFR CONNECTORS.ALL-THREAD RODS AND NUTS SHALL BE SUPERSTUA FIBER ?://6723- f`. /T REINFORCED POLYMER FASTENER SYSTEM BY CREATIVE PULTRUSIONS,INC.UNLESS NOTED OTHERWISE ON PLANS PROD NUMBER AND DETAILS ALL DIAMETER ROOS WITH CP MOLDED HEX NUTS SHALL BE USED AT ALL CONNECTORS.