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STRUCTURAL NOTES - NOTES
<br /> C P EALL Il E / •
<br /> M(THESE NOTES E TYPICAL UNLESS NOTED OR DETANE0 OTHERWISE ON DRAWINGS2.)
<br /> '
<br /> CODE STRUCTURAL STEEL FIBER NENE.=POLYME D R(NM)SHAPES A FASTENERS TETTNT M `1. dish
<br /> TREAT'MSEEAFAT7M IELN E eT NIu. NV F T WEE,THE Eh TT rP,L H-
<br /> DESIGN.AND CONSTRUCTMN ALL CONFORM TONE ,TEST SSTRUCTURAL STEEL MSIGx,ABRCATON AND ERECTION SHALL BE IN ACCORDANCE WITH THE RP STRUCTURAL MANS SHALL BE 1525 SERIES PULTFX STANDARD PROFILES BY CREATIVE
<br /> F -
<br /> vINGS,SPECIFICATIONS,,MD THE INTERNATIONAL BOLDING CODE JOWL 2018 MITMN. AIX'.SPECF OMNFOP THE DFWN,fMRIEATOn,ADEPECrgx USTauRURAL STFFLfOx PULTRUSIONS.NC -
<br /> EDTON AND 5TAD STANDARDS WHERE REFERENCED ON THE DRAWINGS EiOOE THE LATEST ULDxGS LATEST EOTON NUTS SHALL BE SUPRSTUO FIBER REINFORCED POLYMER FASTENER SYSTEM BY
<br /> DESIGN LOADS DOSING BUILDING
<br /> SHALL CONFORM TO ASTM MBE W=S0 x5r. CREATIVE PBOLTS AND LTPUSIONS,INC. wireless..
<br /> PLATES ANGLES,AND RODS SHALL CONFORM TO ASTM A36 FY•36 KM FIBER RENFOR.13 POLYMER PRODUCTS SHALL BE DESIGNED AND PROVIDED BYHTECx GU MIN TFO BEAM
<br /> ABOVE DEAD LA SFL WEIGHT) COMPOSTS STRUCTURES OR fDINEERAPPSOVEO EQUIVALENT MANUFACTURER.SHOP
<br /> ROOF ANTSclu (Al .....
<br /> STRUCTURAL TUBING MALL CONFORM TO A SMA Asap GRADE O,W•A6M DRAWINGS ARE REQUIRED PFRTHE STRUCTURAL NOTES AND SHALL DE DFSIGNEO AND STAMPED m.. ANCHOR BOLT NORM I HOROONTAL 5701 SOUTH SANTA FE DRIVE
<br /> LW'LOAos: STEEL PIPE SHAD CONFORM TO ASTM Asa GRAN O.W•3s m. BY THE MANUFMTUREAS PROFESSIONAL ENGINEER LICENSED IN THE SAME STATE M THE IN _DING Posy UTTLETONA CO 80120
<br /> PWFISDWIOAD 35 PS WEIGHTPROJECT.REFER TO TIM DESIGN LOADS NTION OF THE STRHKTURAL NOTES FOR MAXIMUM ALTERNATE
<br /> x
<br /> BOLTS CONNECTING STEEL MEMBERS SNAIL CONFORM TO ASTM MM..BOUTS SHALL BE 3/A•g OF SCRFFHWALL AS WFfl AS LATERAL FOR[,REQUIREMENTS. 1111: PER SQUARE INCH
<br /> EARTHQUAKE LOAM: MINIMUM,NM ANCHOR BOLTS SHALL CONFORM TO ASTM A307. STEEL GRATING EINE SE ANGLE
<br /> EQUIVALENT LATERAL FORCE PROCEDURE PER AXE TI6 SECTION 128. COMRACTOLSNALL(MONDE CONNECTIONADIVSTMEM TOLERANCES TO SATISFY THE PROVDE GALVANIZED MIMI ROOF GRATED BY GRATING PACIFIC OR APPROVED EQUAL RAND ALL DIAMETER ECN MECHANICAL
<br /> REQUIREMENTS°,AMC MANUAL OF STEEL CONSTRUCTION. GRATING EWES BLOCKING AM i MOMENT FRAME
<br /> SHORT SITE CLASS ITO20SSVMED UNLESS SPECFED..STANIfSS STEEL AU STEEL MEMBERS SHAPES BOLTS AND ACCESSORIES MU ET
<br /> ONESECRgDSPEERRALE ACCEL AEEELI I OM, EXPOSEDTOWERTH.SHALL BE HOT DIP GALVANRED 5 OH 1/rx1/e•e13/162QU C
<br /> SHORT PERIOD DESIGN SPECTRALRESPONSE IACCEL(S.) 0.832 MAY SPAN' 02
<br /> RISK CATEGORY WELDING 1:::=B iNG OC ON CENTER R�E��rE�
<br /> RESPONSESEISMIC IMPORTANCE 0
<br /> ILA MANUFACTURER/SUPPLIERTO PROVEN CONNECTOR OF GRATING TO STNUGMRAL STEELHITH•G• BETWEEN OPPOSITE R ENGINEERNG MSMC DESIGN CATEGORY O CONFORM TO Aw5'STRUCTUML WELDING CODE•,LATE°EDrtgN.All CUM.SUBMIT SNOP pUWMGS FOR SEL OPAL.PROVIDE MIN. ll•G'UIPCONN0MSB �C0,1 WAS.WHERE NOTC CALLED OUT, L STEEL ADJACENT TO EACHL WHERE EQUIPMENT IS TOM PENETRATION 250 MN AVE,S„SURE 200
<br /> WELDING SHAH BE DONE TOAWS.SIOWTURAL EL INGC BETWEEN BETE N.
<br /> MINIMUM WELD WE S.M.BE PER TABLE AWS DI I,LATEST EDITION. ATTACHED TO THE GRATNG UR CLEAR RCS ES EDMONDS,WASHINGTON 98020
<br /> WIND LOADS --._ MI Po NOS PER SQUARE PHONE(ASS)778.4500
<br /> SPEED SECOND GUST)FOR UT II PH ALL CONE BY WASHINGTON ASSOCIATION OF BUILDING OFFNIAUINA.) M EOUPMEM TO GRATING USING GM SERIES CLAD WITH U2'g THREADED SUDS ONMETE MASONRY UNT FAX(I25)T1B-S538
<br /> EXPOSURE CERTIFIED WELDERS. MANUFACURE°BY GLUM GRATING FASTENERS.
<br /> BASIC NO SPE tMM M [MU [
<br /> EXPOS 0
<br /> E,. 10 DANDER COL COLUMN PS HOOT TENSIONED
<br /> PER SQUARE FOOT
<br /> P ON CONCRETE SON
<br /> SEE PLANS FOR AODTgxFI DESIGN LOADS .. .._._.
<br /> UMNDTO REQUIRED.Of
<br /> FOLLOWING
<br /> BUONNCTORSNALLN TN ALL ELMS.AND NOMFY THSTRUCTUR ONDTgESOf ANY STMG M TREATED
<br /> ALL GRANS SPECIFIED ME MINIMUM CON XFrnON FOF lE
<br /> WNTNWWPA GMONGRULES,MLx.ORNOro ME19 MODERNS FOLLOWING MIMMUM DISCDNGDEPICTED 1n SNFORRWINGB AND OTFYTHf STRUCTURAL ENGINEER Of ANY CON NUOVS MINE xG
<br /> DFMBN LOADS•ROOFTOP mum., STANDARDS: DISCREPANCIES FOR POSSIBLE REDESIGN.
<br /> CORD COORDINATE ---- REM° REQUIRED ---- --
<br /> EpFSATIW SHUT 51 i,INA LRS(TOTAL) NSF CUDSNNATRIN SPEUFS BRAIN N,IMLI HIM) GDRKAt
<br /> SOMENWALL SECTOR ALPHA BEM a COMMA: 6m Les MCx SUDS HATES,.ROCKING DOUG-FIR 02 875 EMI DOUBLE SIRS XHEDULE.
<br /> STRUCTURAL ODMNRLSSHALL BE TRACT CONJUNCTION WITH ARCHITECTURAL CRAW NGS,OP OLTAIL SM SIMILAR
<br /> ROOFTOP SCHFFNWALL• SLEEPERS WUGFIB Xi 875 - FILE°RGA»DBRJTMRUCnEN.FOOCABMCTORSMLL VERIFY NCIES DIMENSIONS AD BOMINE0HE ©�
<br /> MFOR OTION COMPATIBILITY RMITECT BEMRE G.PR CE DING.DISCREPANCIES SNAIL BE BROUGxTTO THE
<br /> F• Pm NM a AF-.5.3 IMF REFER TO P...NOTES,XUE0UD5,AND DETAILS FOR MORE SPECIFIC LUMBER SIN AND GRADE ATDMTONOPTHF MCIXlER BEFORE PROCEEDING. , DIMENSION Op STANDARD SLAB ON GRADETVRIHY
<br /> pm GC,• 23.82 EN(K2-MO,ME•1.0,M•0.85,Ke•1.D REQUIREMENTS. CONTRACTOR TO WE ARORTECTRAL DRAWINGS FOR SELF AND LOCATION OF PIPE VENT,DUCT -C. STIFF — ---- ir .TA P
<br /> l.9 AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. EACH
<br /> 0000 LOAD.SEISMIC OEWxCATEGORYD SELLnPESe UNLESS NOTED OTNERWOE N TIN RUNS,AS WOOD AND WOOD-BASED MEMBERS EXPOSED TO © LB _ STO -.. SASS. fi� �: " �
<br /> WEATHER OR IN CONTACT WITH CONCRETE MASONRY OR WITHIN B•OF SOIL MALL IN CONTRACTOR SHALL BE IMSPO»SBLE FM.EGTON STAOMT.AND TEMPORARY SHORING As ® NATION �— SWAM SYMMETRICAL f. I'
<br /> PRESERVATVFnEATED BYVACWMPRESORC IMPREGNATION IN ACCORDANCE WITH AWPA NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ME INSTALLED. LADE SW w,u H°A^�F,� '.
<br /> FP' °1d,"R(.2a/n)wP=D.Aw wP STANDARD m. - _-- _
<br /> aP- 10 C.TRADI°R-NITATED MERGES SHALL BE SUBMITTED IN WRnNG TO THE ARMITECT AMillND Exlmrlc ---.. TOC TCPOF COE EM OAY2.
<br /> • 25 ENGINEERED LUMBER SHALL BF nMBERSTRAND ML BY WEYERHAEUSER,M ENGINEER APPROVED SHOwTURAL.ENGNMvncibrtwVAL ROT TO FAB.TROOOREC.STRT UGDON.CRADM EXPANSION
<br /> ° D 1P• fM ros F
<br /> R/x• 1. NAILS,DOLTS A METAL CONNECTORS FELL WO DRAWINGS INDICATE GENERAL AND TWIGS DETAILS OF CONSTRUCTION.WHEN,CONDEMNS RR OAT TOW ALL
<br /> D W
<br /> SEE PLANS FOR ADDITIONAL DESIGN LOADS. ARE HOT SPECIFICALLY IND .)BUT ARE OF A SIMLAR CHARACTER TO DETAILS SOWN FOUNDATION TOO
<br /> ALL MILS MALL CONFORM TAHOE STANDARDS SEE FORTH BY OF NATIONAL DESIGN STANDARDS MMUAR DETAILS OF CONSMUCT N SHALL Ef USED SUBJECT TO REVIEW AND APPROVAL BY THE ,DOLING uD UNLESS NOTED OTHEPw sE ccR 2fOss.3Lz
<br /> srAPEMENTDESPEOAL INSPECTIONS (NOS) CONSTRUCTION,)FOR WOOD LATEST NAILINGx, EOngx.NAILINGD FIE NAILING NOT SNAIL«LPER« ARCHITECT AnD f STRUCTURAL EN
<br /> GINEER VEER. -- --. ._. RTHw�... -.-.I NMS CALLED OUT ON PINKS MALL N COMMON NAM AR STUN VENT
<br /> SPECIAL INSPECTIONS ARE REQUIRED MINDGTFD IN THE POLLOWNG TABLE.THE
<br /> TOE OFROR UNLESS NOTED OTHERWISE AND SHALL MUT OR EXCEED THE FOLLOWING MINIMUM GUIDELINES, - OFF FLANGE
<br /> A MOUTON or LAW FOR NN PERSON.
<br /> BUILDING OFFICIAL AND _ LEGEND « GENERAL LAN UNLESSARE ACING NMFR THE COMM
<br /> ovmEa PRiODR oCWnNF�KEMEMoav7ROnt°xnncCOo ArfOiCEwmH CHAPTER MIA O,.TN gNRg MN OF A UDEN=PROFUSION.PIONEER,
<br /> ON .I, 17 SNAP. TO K1FA 1FHR DOCUMENT.IBC RN COMM
<br /> MRWmRAL UMERVATIOE Of THE STRUCTURAL SYSTEM BY THE ENGINEER ISNOT REQUIRED. De CONSIGN 0,IA. n DIRECTION
<br /> F �r, DRAWN BY:CHECKED BY:APPROVED En.
<br /> FREQUENCY AND dT00000gn of IMPORTS•INSPECLON REPORTS SHALL BE PROVIDED FOR . T 0.1AB° • JEG&DAV ERN MTM
<br /> EACH MT ON SITE M SPECIAL MPECTM.STRUCMRAL OBSERVATION REMITS SHALOM - 1 FRAMING < • > �; O O . O 2D-0. , O 20d O
<br /> PROVIDED AFTER EM0000BLATION.REPORTS SHALL N DISTRIBUTED U THE CONTACTOR, NO COMMON 01620 3Er BFWNK 3ll'd 3D0 A 30'd ,APPURTENANCES R
<br /> ARCHITECT,ENGINEER AND BUILDING OFFICIAL COLUMNS • • STBN»MOUPAR __-
<br /> .BOX MILS MAY BE SUNTHUTD FOR Be COMMON NAILS Wm NO CHANGE IN NAIL SPACINGEXIST BUILDING PARAPET REDS REV x:
<br /> SPECULA INSPECTION FRAMING MEMBERS MAY N NAILED WITH IBE SINKERS ID.IAB'g a 31/A•L 6U ONLY. S`vS 0 2 fl f]..
<br /> COMMON NAM SHALL BE USED WYNNE Lae NAILS AN NDCwTED IN THIN DRAWING SET. AM .{
<br /> CONE PERIODIC REMARKS ENGINEER MAY APPROVE OTHERNAUFNTOLABELSARE0UBM1TEDTOENGNEERRuwTO DNB OLUMN NG IIIJJJ A __'7 CONSTRUCTION
<br /> OPERATION START OE GMSTa TDN BEAM DOCUMENTS
<br /> S1RIKIMALSRELDFIIR OVER SUPPORT
<br /> FABRICATOR a ERECTON x ALL BOLTS Ix WOOD MEMBERS SHALL CONFORM TO ASTM A307.PROVIDE WASHERS UNDER THEb
<br /> �
<br /> HEADS AND NUTS OF ALL BOLTS AND LAG SCREW58EM LA NG ON WOOD.LEAD HOLES FOR I
<br /> SNP WELDING WELDG BOLTS SHALL BE BORED FOR THE SHAM(AND THREADED PORTIONS PER Nos 111.3. COLD WALL S S 4 ' '. d — SUBMITTALS
<br /> SINGLE PASS DEFT WELDS Ss/16• 'I
<br /> . REVDATE
<br /> x CONNECTORS GLDD OUT BY LETTERS ANTI NUMBERS SHALL BE-STRONGTIV BY SIMPSON - -- • --' DESCRIPTION
<br /> COMPANY CATALOG TO BE THE LATEST ELTgx OR ENGINEER APPROVED EQUAL CONNECTORS WAILING STUD y)) I)i IS 0 I ; SED D.KARELE POW Inrt
<br /> `SEE` SHALL BE INSTALLED IN ACCORDANCE WFN THE MANUFACTURER'S RECOMMENDATIONS M U / a•,v --- APPURTENANCES FRPRS /HOB
<br /> ADHEMfANtlgRSSOFAS WTHTENUMBERMDSIIOfA xEPSAYCiEDBYNEMgNUACiuPFR.WHAF NO S S o MOUNTED TO OW22/83 memAssuOMmµ
<br /> EXPANSION ANCXORS x IF USED CONNECTOR STRAPS CONNECT TWO MEMBERS,Ple.RONENAL,OF THE NAILS,SCREWS OR D D BUILDING PARAPET
<br /> BOiSNEACH MEMBER. """ """—'---
<br /> NOTE
<br /> B.R GS S/./1/1/ VIne5 PRFENGNEMFD
<br /> GEMS LED MTH AN M SHAu6 INSPECTED IN ACCORDANCE WITH IBC tlHAPTU I7 BLOCKING AT ALL BEARING POINTS.ALL SHIMS SHALL BE SEASONED DINED AND A _ r� PLASiwxRAD55 EQUIPMENT
<br /> SPECIAL Y AQUALIFIEDTESTNG AGENCY DESIGNATED BY TIE SAME GRADE IMNMUMI AS MEMBERS CONNECTED. NON (,//,//( • O •7 - -- —
<br /> OWNN P ME ARMITFLCTFSTRUCTURAL ENGINEER,AD BUIONG OFNDM SPELL BE STUD SHEAR W. ) 1 -TI
<br /> THEGALVANWIION
<br /> NEMSHEOONSHALL B OF ALL RESULTS,BARS INSPECTION TO TIOn,AIENTI TN OF THE DF PDIECT
<br /> SPEtlRCATXNSSHAIi BE MMFOATELYBRODMTTOTHE ATTENTION OF THE DAWN TEAM. CMU WALL 1
<br /> UNLESS OFUF01NOIN OSTEELCONWINGTA IN BLCONTACT WITH TREATED WOODSMII BE
<br /> GALVAxRfD ecCOP°HNGroTHE FOLLOWING TABLE. -- — a - AhE PROJECT NUMBER
<br /> SHOP DRAWINGS NATIVE SOIL II II II IT II I AD
<br /> SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BF SUBMITTED TO THE ARCHITECT AND GALVA/MATO.......«AFC SOX�D Lx.R CRIES =A DnER°T ' " © .._:.,._ .. .. , SASS_. ' SESEA00377C
<br /> woo.STRUCTURAL ENGINEERSTEED RENEW PRIOR TO FABRICATION. Gm x Gwa DDMTE WOOD Tx GRANULAR S .,•!T -
<br /> - Y DISH W{rtl.aa LLD.
<br /> 1 TAP SOTuwu RMuw J >7 h b PROJECT INFORMATION
<br /> x •
<br /> r
<br /> x.FRr XREExwAlls GI% x x x x x x s ucrueu STEEL S
<br /> SDP DRAWINGS MALL BE RENEWED.REVISED M REQUIRED FOR MID CO COMMONS,AND DATE Hoc x x x x x x RATED SHEATHING S'vim •••'S I I SESEA00377C
<br /> PRPROO"VIDE(3)SUS OFSR a DRAWINGGSS YOREVIEW GEERREVIEW.NIS OW Two COMPACTOR OR`SHOP 5"300 x ` x ` x x x x 0 J =— - ; - 2930 WETMORE AVENUE
<br /> OMWNNG APPROVAL BY ENG EEM. Gm•0 m OE.OTCNC PER SQUARE FOOT OF AREA SNEAK WALL
<br /> OF ZINC PER SQUARE FOOT... SCHEDULE) 5 ,,, EVERETT, WA 98201
<br /> ENGINEER'S SHOP DRAWING RENEW IS FOR GMEIML CONFORMANCE W.THE DESIGN CONCEPT o31ALANIZ.ESS STFFL OLVMNMARK b A °MQU°NFDTO ERSTE
<br /> G285•Id5
<br /> MD CONTRACT DOCUMENTS MARIONGS M COMMENTS SHALL NOT BE CONSTRUED AS NOG BOLOHG PARAPET
<br /> RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE PROTECT PLANS AND SPEOFOATIWS. SST30O TYPE _ ID APPURTENANCES
<br /> THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAIN AND ACCUMCT,FOR CONFORMING AND RATED SWATHING O ry I PROPOSED)COR SHEET TITLE
<br /> FOOTING MARE n Y
<br /> ALL nuA ASSEMBLE
<br /> AHODIMENSIONS,FOR NDrnNG0SOTGiIOH PROCESSES FOR (SEE TECHNIQUES
<br /> y '
<br /> TECNxqufsDEgssEMNY,pND,oRPERFORMD THE woxK NA6ANMMNFR. EXTEDSNATHINGsONF RF GRAM w1NFpTAWITH 23EA.1.E. oRMB SHEATHING V7ITH HaoowxMpM STRUCTURAL NOTES AND
<br /> EXTERIOR GLUE XEOHFORMMEFwITH«STANDARD a3oB.1._ (SEE A ® O - OVERALL SITE PLAN
<br /> STRUCTURAL COMPONENTS DESIGNED BY OTHERS IS FOR
<br /> LOADS IMPOSED ONTTHEMSLCSSTRUCTUTURE.THE COMPONENTDESIWER IS RESPONSIBLE FOR HANGER MARK P APPRTENAANNCEWIRELESS
<br /> •6FR
<br /> CODE CONFORMANCE ANTI ALL CONNECTIONS TOME BASIC STRUCTURE.SNOP DRAWINGS SPELL IRE SCHEIN.MID.TE MAGNITUDE AND DIRECTION OF THE LOAM IMPOSED ON THE BASK STRUCMRE AND 2---__FO) __ SHEET NUMBER
<br /> FIRST BUILDING PARAPET
<br /> SSHAALL BE STAMPED 82 SIGNED BY A PROFESSIONAL ENGNEFE REGISTERED IN THE SAME STAFF AS (SEE PLAN NOTES)
<br /> •
<br /> D NEPRDE ARCHITECT,EDNFEED,RF RECORD,ANDCONTRACTORN,EBEENRE MD FRA.MONN. O OVERALL SITE PLAN E OC 0 S1.1
<br /> FABR.TION SH.BEGIN ONO AFTER SHOP DRAWINGS BEARING THE STAMP AND SIGNATURE RAN. �1� SCALE. 1/16••la•
<br /> . 4
<br /> DISH*roles,L.L.C.TEMPLATE VERSION 15-10/O8/2021
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