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Plans (8) BU P2017 - 00180 1'1+125 SW Barbur Blvd. 10: RECEIVES Portland, OR 97219 APRs a zoos Ph : (503)624-7100 CoMCOMPANIES CITY OF TIGARD BUILDING DIVISION JHS COMMS Ci 1LC ca No, I5OQ61 Submittal Job: 018018 OFFICE COPY Spec Section No: 053100 CITY OF TIGARD Durham Square Bldg 2 D FOR CODE COMPLIANCE Submittal No: I 7560 SW Durham Rd Approved:Ct a l,a +g Revision No: 0 Tigard, OR 97233 remilt#: Sent Date: 3/30120/ 8 Address: -2,4- C) �S� �►� r �'1�r.� s a#. ___ Date: = 1 Due Date: 41412018 By;Spec Section Title: STEEL ERECTION Submittal Title: Metal Joist & Decking Shop Drawings Submittal �TTALl sr as, s+��fr-arae Contractor: �� � � IC Commercial, LLC Wm m - c L _ _ q ROA FCRC E xC R FOR W ° sm m n w T ° 1 °� m m o ;2 U a o REJECTED 0C7 m rn V e3 ,? _1 C� R p rn a) n m ,0 pQ y-- A N U U C� < - m O (t5 p U] p y, U U W75 o m 2 cc z a cA CD cn O 0000700001:10000D TO CasliRPCT DpialvIENTS ONLY. THE _ . .:�..,. b..r la.-• _ pinocrix FESPCMB E FCR CallIUNG AID WRREIAT# 1 DIVENSIONS AT JCBSTIE FOR IttERADLIS,C1EARANCE5,, TlE FABRIMION PROCESSES AttilE0110013 COORDINATION OF TNEIR WYK WCC OTHERTRAEES AKDRILL OCIVIVANZE YAF1it oaeRAcroocumEms. Architect (Primary): David Bisset Architect 03-30-18 JHC Cores SUBMITTAL REVIEW ;! ° Furnish Corrected ■ . 0 Revise and Resubmit Som Spank limn Ibis review is onty irr general conformance wph the design concept of the project end general compliance with the motion pian In the Contract Document& corrections or i E comments made on the shop drawings during this review do not relieve contractor hum compliance wtth the requirements of the pis and specillcalions. Approval of a specific herr shag not Include approval of an assembly of which the Item Is a corrrponert Cone is resTnr.s!ble for dimensions to be corrrlrned and correbeed at the lobelia; information that , } • pertains solely to the fabrication processes or to the means, mods; techniques. sequences and procedures of construction; coon1neliar of !is or her Work wgh that at ii other trades and for performing al work in a safe and satisfactory miner. ill P2• !AIHCE 1 Ham Vomiting EngineersUC gpoSW Elarbur ado Ste 13sPortland,OR magi 903 - c+sc Date Qe ay 'Ifs ti '�,yY '�ryft�' 1" r •' r T."' ,. ..I �^1'�[ Y"Y4`' VY'v'y+'wyr*�.r=''r",�„,Y'Y''},['q`T-{.y„yzI-' �j C 1 • let le riot 15 ( 'ertincj of steel angle as noted in FIP 1 _ ��v€sroN: A d --- 11001.0"1001.0" SwF a+1 ..a*.k .0frk AA, no . ir,•.]iJk.n..1w10. tLd h . a. " laJJl h •.' .. dA,: ,5a...1--)5a...1--)._)-4#.' 1 ? l. .t +5A.'.• ,LELEGEND/KEY: .. �L 1► --- ASC ASC BN-351/4 N. , = STEEL ROOF FIELD CUT A S RECVD D DENOTES OM SUNDLI NUMIR + n + " + u h' + " + " + " + ti + " + n + " + " F s FLOOR LEtVOL 81-4" 8 -4 8 -4 81-4" 8 -4 8 -4 6 -4 81-4" 81-4" 8 -4 B -4 8 -4 DECK \ , zz-rF-NN F 5 ONE NIEVEL W 14 o I ASC 8N-351/4AL N r ID NUMMI _� STEEL ROOF too4ENorRS�cl, rOAR��NUµa� it +i DECK EC i END CLOWN ✓ RFs EDGE PAWPAW STOP g r 4 i"1R © e, 1n../"..1.rn.rn4 ( *ErSriDrsLLaNUMgR e T.:. + DENOTED an o rla ARIO W m . - r ♦ _ 4 i r.w� ► w . r DENOTES ewe PANEL 1. 6""'"661 MMUS sum oENTERum C it vv N N.%,.... wr�wwwww.sar DENOTES DIC FNLD CUT LINE: 0 L3 X 3 Tj X T4 DENOTES EUEVATION CHANG r.. �_____, -�-- : v .-.� ,...... (NBNSI} L3 x 3 h x 'Y4 A VIA ►� v (NBNSI} _ l I 61/2'" CONC. PANEL eoa =Daae AFELAo , 1 E,ZMroI►Y INbIONI 1 14 mit6 1/2" CONC. PANEL eoo ._...a, .�yr .. ... ... .._.�w._,.-,,..{ OP DE • _. .-! �._._.� FCC PACs l0 PCS 10 PCS 10 PGS 14 PCS Foe r P�Or Mame' U. 24%7 1/2" x3'-4" 2J'-4" 24.-7 1/2" FM .PACE Of WALL IFC f INSIDE FACE OFCONCRETE/C ,1J, �[ ink Ala EDGE OF ROOF DECK 49 WALL ,� EDGE OF ROOF DECK WALL xFW •xNSIEE PACE WALL a r<�r%--41, ?+ITS !R I� � NTS vim ++LENET f TO DE1EalIINER} e •taktal O TSIDE AF EY NORTH SrAa INDUSTRIES- _ OP g 0 1 .9,. , ,i, _ .„ 1 OUTSIDE FACE OP CONCRETE/C.M.U. 1 14. I OP 'OUTSIDE FACE OP PANEL/TILT-EJP ligl 1 0 . _ UNIO ■UNLESS NOTED oTHERWIS LAP - e �CIST MIN, 9 i 1 in FRECTxN lVOT : ASC 8N-351/4 - STEEL ROOF i. w" .� - REQUIRED,FIELD RIP O!CK SHEETS AND/OR AC�TUST .� 4`1 FASTEN TO BATH ANGLES 1 DECK OVER/AT BLOC!ING,LAYOUT TO ENSURE w OW �NGEIE A.e,ATTACHMENT AND OCCURS a g i 2 USING ALTERNATIN& STRUCTURAL MEMBERS. VI 2.! - ........,. -, _ �. AU.SHUTS EW �AL Q!L`M� $}'ET A R71�NISFIED Nip'-a" (STAGGERED) DECK AT E ASC BN-35 1/4 ATTACHMENT PATTERN LRtiIa !!, WELD DECK PLASH TO DECK AND/OR STEEL DECK STRUCTURAL STEEL EE ISN ON CENTER UNG. 4 A .: - f talc TO CONCRETE PLACEMENT, WITHAREAS REGARDS DI �. .._ .......-1 NN TO CONCRETE THTC . TObBE CED.SPAN AN _ _ 6 'm ' T 8 S. PER INFORMATION CONTAINED IN THESTEEL DECK INSTITUTE _., r--.yam.._ ..�` _ _ . , ... _.. R-rf -..� _ •.,. J �-1. (SD2)MANUAL OP CONSTRUCTION WIN STEED.DECK:THE 1 CONCRETE SHOULD BE POURED PROM A LOW LEVEL TO ' ,,...�. AVOW IMPACTING THE DECK,THE CONCRETE SHOULD 8E D 17 PC:S !�PCS Ri 12 PCS --w4 12 PCS qx AND SPREAD TOWARDS THE CENTER OF THE DECK SPAN. - STEELECKI� I (NBNS} x y A SC ON-35 PLACED UNIFORMLY OVER THE SUPPORT'IN9 STRUCTURE, N 24'-71/2f� .. 2�'-4" x5'-4" v 24'-7 i/2" PILING CONCRETE EaGHER THAN THE FINISHED DEPTH OP litCJ 0 .C THE SLAB SHOULD BE AVOIDED,SPECIFICALLY AT �hh MiD-SPAN. xN A TRIPLE SPAN CONDITION,AU.SPANS v O. P ' . el • JOIST 6 2/2" CONC, PANEL SHOULD BE LOADED EVENLY 50 THAT ONE SPAN 15 NOT z 2 Y 74. FULLY LOADED BEFORE THE OTHER TWO SPANS. ALSO V) - an _ j WORKERS THE SHOULD NOT SeTE Ls PNd OU BEIM THE �1 . 6.-- -DENOTES DECK LAYOUT START AND ERECTION ,,••, 0 DECK LAP DIST EDGE OF ROOF DECK @ WALL DIRECTION.THIS NOTATION la TO RtCONSIDEREO +S•�+ h-1 . EL ,� (ONLY)AS A GUIDE TO SHOW WHERE NORTH STAR HAS t n Q 0 I ...� ' NTS 110,V f NTS FIGURED EDECK LAYOUT,IT IS ULTI14lATELY THEE t1C 0 RESPONSIBILITY TO FOLLOW STANDARD D cY INDND USTRY ERECTION To ei ENSPROPER DECK I ALLAT0N TOP 0MEETTHIS t PRorECTS SPECIFIC REVREMENT6. .._.........._..._......, , GENERAL NC?'r'ES. t3 ... V 35 1/ " 1. ASCFORMERLY I CSA 6 BHP IS. A MEMBER OF THE STEEL Dm (ICC)APPROVED. ASV.ICC d IAPMO li7 � / REPORTS CAN BE OBTAINED AT www.ASCSir+aiDecltiocts. 2. (N BN52)=NOT BY NORTH STAR INDUSTRIES. • 35"R+ 23 t: ++ 4.3. S1 SHORING DESIGN AND MALL MISCELLANECUS TERIALS &ST�tUCrIJRAI STEL IS(NpnLR3) - 1 2 - _ 4 B 8 6BENT PLATE IS ARE(NBNrai)UNG. 5. {NBNsn MO. r � q..= „ _ $ 6. SHEET METAL FI A51 AND TRIM ARE(NBt115I)UNO. V t 4 et 1- 4 -1 f 4 7. METAL AND/OR NEOPRENE PROFILE CLOSURES ARE(NBNSI) B. HEADED STUDS ARE(NBNSI)UA1O. Z ' 12 PCS 12 P @ 12 SGS e T 12 PCS 6 �....."'" � 9. CAULKING.SEALANTS,AND/OR SEALANT TAPS IS(NBNSI)UNO i 24'-71/2" 25'-4" 25' 4" 24'-71/2" of 10.TOUCH UP PAINT IS �pNS1 4 DENO'I S 14/LT/PIN jr 11. REINFSTEEL. +iLOE:MENr AT CPENINGIN DECK IS(MINN)UNG, ^ 12. STEEL OECIQNG AND ACCESSORIES AT THE JOBSITB SHALL BE 0 STORED AND HANDLED IN SUCH A MANNER AS TO PREVENT L 0 ( SOILING,CORROSION,AND/OR DAMAGE. Li j REFERENCE ASC PRODUCT LITERATURE FOR PANEL PROPERTIES. 13. WHEN QUANTITIESUNLOADINGTSUI.AT MATCH WHAT IS NOTED THAT ON I . THE SKLPPI E PAPERS. PIOTI''Y NORTH STAR IAAMRDIATE3.Y ' q 1464 at ce PANEL PROPERTIES CAN BE OBTAINED DIRECTLY AT; IF SHORTAGES ARE NOTED, LSM Cr * , A V11WW.ASCST EL�ECK.cOM 14. IF DAMAGE OR SHORTAGES ARE NOTED,IT MUST N ''" �V �-- Q �- SPECIFICALLY MARKED CLEARLY ON ALL SHIPPING SILL OP O NORM STAR'S AE>ILITY To DILE A FREIGHT EL NORTH ...1........ .-.-. -Al) NI+ - - - ` - u s ° - ASC 8N-351/4 ROOF DECK ATTACHMENT: STAR WILL NOT Ef PERS. FAILURE TO Dc So WILL A Q � -- - u REFILE A F E FOR ADDITIONAL Q 1,FT, CO '66' "`"- N USE (4) HILT! PINS a, .6 DE�[S�HEET (REFERENCE ABOVE) @ SUPPORTS MATERIAL COSTS AS A RESULT LT OP RECEIVER'S FAILURE TO PERPENDICULARILTI PT;' 1 •Y#% S DOCUMR r DAMAGE OR PULL TUCK LOADS.PROPERLY. aD. ALR,SHIPMENTS TO BE? TRUCK P40 PARTIAL REVI ^, USE HTLTI PINS ....�.... .f.>..�� ,.,-.-�.,..::.,�,:= SHNTS,UNQ. ,,,-. '�° t1,1 -�� 16. STEEL DECKING AND ACCESSORIES SHALL SE STORED OFF THE qC '' VSE HILT! SELF D wt Reiecied- • '_ .r.,* AT 24" O.C. NEST SI GROUND MAT,WITH ONE END ELEVATED FOR DRAINAGE. LAP CQNNECTTQN iS f' 17. COVER DECK WITH WATERPROOF MATERIAL AND VENTILATE ' COVERING TO PREVENT TO BE HANDLED ED �.8 NI. 18. ALL EXPOSED METAL DECK TO BE HANDLED WITH EXTREMEft l''' DSubmIt�' i CARE LIY EREcrta,CONTRACTOR,AND OTHER R t+ /'� DECK T1'!` SRJBCOKTRACTORS. NG+RTH STAR WILL NOT BE HELD CO0'j 0 �V V 4.1ti 1"CAMi L.7 R ..AN vi.wi�V. � 19. ALL CLOUDED CONDIn S REQU IREE APPROVER COiiI MENT RESPONSIBLE FOR mime TO DECKING CAUSED SY ERS ( � general compliance INF4RMATIt?N,ANbfCaR VERIFICATION, FAILURE TO DD SO N11441k 2 1. REFERENCE STRUCTURAL DESIGN DRAWING 512ith Docc7"trenbLdMild MAY DELAY FABRICATION AND DELIVERY. . shoPZ0. REFERENCE PRODUCT DATA SUBMITTAL FABRICATED R<OR ADDITIONAL lhat ofts otter Midis and for priori** aill work Is a Ws and salstadany 2. ASC BN-351/4 STEEL ROOF DECK , 20 GAGE,660 GALVANIZED :00:erequirenentsfor camments Made few INFORMATION NOT sHowN ON THESEERECTION DRWN51, conimisorCarractimsk: 21. IYtE'fAL DECK IS NOT bE536N�, OR INTENDED T• Cr 1 3' DEEP x 351!4" WIDE COVERAGE,WITH NESTABLE SIDE LAPS. Shy ! Rae uTlLrzrD AS EXPOSED ARCHITECTURAL FINISH S � d d an ROOFIEN AND CT,SHSURFACE EXPECTED C ONs ARE �*�J�� roc �. STANDARD TO THE RCLLING 0 'AND MUTE HANDLING iMAALE INTERLOCKING SIS AP ZS NOT im is a lindaralmiliMill CONSIDERED A WEATHER TIGHT JOINT. THE ABOVE NOTED sequenceS ' iki giefabicilitind 1101 CONDITIONS ARE ASSUMED TO HAVE SEEN CONSIDERED BY ' C T e nT�'Neu ON TEAM ria SELECTING AND S'mom"INS . Z APPLICATION ON T ES PROM; ',Heat INHERENT Intinne . PRODUCT CONDITIONS WILL NOT BE CONSIDERED AN ACCEPTABLE REASON FOR REJECTION OF THE ROOF DECK! -1111111110( ., I %% 22. YEN'TNG OP THE COMPOSITE FLOOR DECK WILL NOT RE PROVIDED UNLESS INDICATED OTHERWISE ON THESE DECK PLACEMENT PLANS, ASC STEEL,DECK STANDARD VENT TABS 0IAIHCE� . OPFER 1%VENTING. VENTING WILL ALLOW RESIDUAL CONCRETE SLURRY WATER TO PASS THROUGH ONTO THE UNDERSIDE OP DECK AND FLOOR BELOW. ALL CLEANUP AND JOB#: 18-5244 Born ConsultingEngineers ii-C PROTECT/ON COSTS ARE BY OTHERS AT NO EXPENSE TO nap SW / 9 Ca 3S TA Til TNT ON VENTING O COOMPOSI tSOOOR POSITION DATE; 2018.03,29 Phank'�• ERS ___ VENT TABS MAY NOT IRE CONSIDERED A HANGER OPENING, PLOT SIZE 24"x36" Date 4 � Z3. THESE mecum DRAWINGS ARE TO A SSIST THE STEEL DECK DRAWN BY: !.JONES ERECTOR IN INSTALLATION Of THE STEEL DECK. kerne f THE CONTRACT DRAWINGS FOR ADDITIONAL INPORAAATI+' _ NO DI ifiEl 0 LLJ ON DOD [-.1 0 DI NEEL1111 T-T1 Ett 1 ................._____ AmillMiliallinliamMEIr VilimMINUNimmlownembuimmmommilmomillimildillialimollemilmillw mmummommimmlimmmilmimMwft NOTE DESIGN CODE - . OSSC 213111-1 !+F° DEFLECTION- IL zi L/180 LL. B LJ240 100`-0"- TYPICAL AXIAL. ... JOISTS ...212 It„0,.•••••=mm.a.••••••• i I1,00, GIRDER 6.6K TYP BEND CHECK- JOISTS 0,314 TC & BC LL 4@'• 49'-x" - 1 1 " �„ ' . —, 4 SP 6'-4" 331-4" - / B'-4" --y��- 81-4" --� --•-•-4 SP Q e'-4"a 33'-4" w--�- -,e--7'-4 " X 11k" NET UPLIFT - JOISTS =�Q PLF I 0 TYP I - MECH. EQUIPMENT- NOTED FIRE PROTECTION - INCLUDED IN JOIST DESIGN @)---- \-- \ _.,r ,._.r ` — - ._ . , ' ° • *overhead door WALLS ARE - 8 912"TELT UPWALL weight of COLUMNS ARE - HSS 8x8 839Ibs door Etrack 1'�orr� bottom hung -----77-71— DENOTES OSHA TIE END •-..',/ •�r,r. rr•r-,^fir a ' chard pof jalats _ _.. fca on til rc;')f -�- I* Act' with net I .--�,---- '' ,Igit; of 201 s .., .,,•we.t `+--- - - -- 26LH 3341208 �� -.....t . � {_ ', LOAD TABLE 9 7 PLI"'SDL FROM EA WAL Ln 1 X .,� . 3'-1 Q" THEN 7B PLF SDL TO 4 PLF17'-1 D"_ r. �`r...rrwwr ... © 217 PLF SDL FROM EASTERN WALL TO 0 PLF SDL rfp 5'-5" f I u 0.4K BEND CHECK (RTU) C! I a 0.3K BOTTOM CHORD BEND CHECK (HEATER) I 18' .. . 0 PO I 0 0 0 * el 4 \ ,` ,.., 400 6N 18.'1 0.4K 40 6N 16.7 10.4K J fo. �` , NOTES: 0 4 0 ..••►ter-r^rwy REF 1151.4: VERIFY THERE ARE NO ADDITIONAL LOADS TO BE *AOR please confirm and If CONSIDERED IN THE JOIST DESIGN FROM THE PARAPET BRACES needed please provide t-fiSHOWN. IF INCORRECT, PROVIDE LOADING, LOCATIONS, AND I CONNECTION DETAIL TO JOIST. Lii loading locations f ' VERIFY OR CORRECT THE GIRDER LIVE LOAD INTERPRETATION, a •s ---�--- ----- 28LH 334f208 +- �- op- SUBMITT R�E g 4 * a Ohs** xi Corfected to c U 0 DRec1ed _ - - w A' mew orgy r Door o� ... .�. .� _ ._., *overhead door hang weight the 1 d �- of 1,064 -door- track to be comments madeOf �fle reviewng this dt! GYM a C E Q _--r-f- ..----- , hung from bottom chard of � contactor ri r .----' joists. SF:B. o� LIQ X11 tr i t �. o0f��p0(tlxf, EIE, . a# end d that Pertains sem► the be oboe; '� tion processes or io its means, nuked& lochricrdes, maces and Modules s of 0t his Or har *Oh of id trades work s aridactory ,m ...- .r 12' . s*-e" Iminrr. 1 !AIHCE I Horn Covesuldng fur 0 aSWBarll�ir ,x,35 OR a ° THESE • ` NS WERE COMPILED Date icvv,, ,ore /gime 93319as" Ens&dineehorme' :gr. •ATAPRESENTED ON- CCT DRAWINGS DATED __=- OOOPLS 1 '' ria 'c `f ��lj' • _ 1117118 �,,, f �` ADVISE IF DRAW1i�G5 t PAINT: GREY HAVE BEEN REVISED. N (REF: S1.2) O .. �. ..� PROJECT: RETAILER & DATE; ,... er �``` '°'� tI DURIMM SQUARE BLDG M. I 3/22/2018 __ --- SHEET TITLE: cc Nicilley ma=} _ohm, . CHECKER & DATE: JOIST PLACEMENT PLAN 'l,.... TIGARD, OR 4 4 , , �� ACCREDITED --- - - JOB Na: 8 4 8 a MIN\ 1 ii ao7 G41�,rAVF.NORTH Ma L[ 1i [ANE ;, w, CUSTOMER: NORTH STAR IND. ,� \� >r Jt 11► 4010 P.O.BOX 6807Y3 P.O. 80X 217�G DRAWING FORT PAYNE,ALABAMA 359AT FERNLEY,NEVADA X408 wu'•ar.i 4+e n� FAMIC11T0lR iN r�veTH T,PE iec sEt tt f�oged AND rs+[cac ARCHITECT: DAVID BISSETT ARCHITECT a . No: f?41 x R[VI�W AtiO MPROYAL OP e 1DlPT Pi l P1 JI}IS IYh�SOC;A AGtii3�fi (.21!,4).a i 33o PNONA'..� (770"75.7337 pHoNE vALLIN 67 AS AN c FAMMATOR Ncl +r NGS M. 44013 NW Flat)SPECK n w cIVIS OFsA .wrra a�'i►r. m irwrra w ;043"4.!;043"4. wA iir�ra a eyiI Plan .1i _ ._._ _ , .—... . . —.. � ... .. ..... ... rk4 .lr �WFACTURID ► CAMP P JOari AND J.0191' F+R Win FOR MO OSCT, APPROM FAMICOOR phiraIi"1=I3. Nuel COMA_ ENG_ a �n � C1fir41 ___ __ ___ 1 NEI 0= ID II I ON EDD 0 0. . LJEFNtrLI1i : ij [ / ERECTION NOTE: I FO ( C. FO WHERE JOISTS ARE MANUFACTURED TO ALLOW FOR FIELD 114" 3" 11411)3" 1/4" 2 1!2" BOLTING TO THE SUPPORTING STRUCTURE, THE BOLTED 1 CONNECTIONS ARE FOR ERECTION PURPOSES ONLY, UNLESS ' 1!4" 3" 114" 3" i/4* 2 1/2" SPECIFICALLY DIRECTED BY THE EOR. SNUG-TIGHTENED T BOLTS ' SHALL REMAIN IN THE BEARING SEAT SLOTS AFTER FINAL WELDED 4 '/ /,' 2 - 44"x 1r:SLOTS q" 2 - %"x 1Y," SLOTS 2" J' CONNECTION IS MADE PER THE CONTRACT STRUCTURAL 5"GAGE ©5"GAGE DOCUMENTS. IF A BOLTED CONNECTION IS NOT USED, OR THE ____../........._ BOLTS ARE REMOVED AFTER ERECTION, JOIST SEATS MUST BE 7 \ WELDED ALONG THE INSIDE EDGE OF SEAT SLOTS AS SHOWN. -- 72 PER STRUCT. PER STRUCT. " , � 11�� /c,,L_11" 5" DRAWING �' DRAIMNG � 2 � 4 / 1 3" s / / 3" s A5"7' �O= IIIt"Illiml° I _ I I . WALL I I 7 T L , L Q `—� T=Y FOR K SERIES Y FOR LH-SERIES coL. } fN\NDO NOT WELD COL. — _ �� DO NOT WELD WALL &JOIST GIRDER -2" f1" -2"± 1" L= 1 • WITH BOLTS IF BOLTS ARE REMOVED STABILIZERSTABILIZER PLATE FOR ENGAGEMENT OF PLATE FOR ENGAGEMENT OF GIRDER BCX (BOTTOM CHORD EXTENTION). GIRDER BCX (BOTTOM CHORD EXTENTION). (NOT RECOMMENDED) (A MIN 6 x 6 x 3/4"THICKNESS RECOMMENDED) (A MIN 6 x 6 x "THICKNESS RECOMMENDED) GIRDER @ 11lALUCOLtJMN REF:4I52.1 GIRDER TO GIRDER @ CC LUNN REF:REF:7/S3.1 2 JOIST @ WALL REF:3/S3.13 TYPICAL BOLTEDCONNECTION .. _ REF:- PER OSHA: PER OSHA: JOISTS 40'-0" AND LONGER MUST BE A COLUMN & NEAR COLUMN JOISTS MUST BE A BOLTED CONNECTION @I BEARING SEAT. BOLTED CONNECTION BEARING SEAT. o 1I4" 2 1/2" 114" 2 112" OF PANEL POINT (3)" " z �x94"x 1r:SLOTS2 „ s x 1r."SLOTS c OF POINT LOAD ~ SIDES @ 4 GAGE 4 GAGE TYP. f Ny . l[1 f l S S I A 1 A , .... , L____ ti I 3i" / 1" y" " COL. ---i- 1 I DO NOT WELD I , 1 FIELD INSTALLED ANGLE BRACE, PER OSHA: 2 t 1" I NOTE: COLUMN & NEAR COLUMN JOISTS MUST HAVE EACH SIDE. NOT BY VALLEY iii GIR7 GB BRACE SEE PLAN FOR A MIN Safi (%"THICKNESS RECOMMENDED) MINIMUM LEG THICKNESS 3116" OF PANEL POINT LOCATION & MARK# STABILIZER PLATE FOR ENGAGEMENT OF ADD'L STRUT REQ'D WHEN POINT JOIST BOTTOM CHORD (BCX). I LOAD EXCEEDS 500 #OR IS c� LOCATED z JOIST TO JOIST @ GIRDER REF:5Is3.1 4 JOIST TO JOISTCOL & GIRDER REF:5IS3.11 5 PANEL PO MORE THAN 6" FROM OF POINT LOAD REF: @REF:- < BRIDGING ANCHOR CLIP (BAC) L 2"x 2" x .187" x 0-4" LG. WI sr "Q1- SUBMITTAL REVIEW o BRIDGING ANCHOR CLIP (BAC) L 2" x 2" x .187"x 0'-4" LG. wI 9/61' HOLE FOR WALL ANCHOR (ANCHOR NOT BY VALLEY JOIST) ANY ""`ALL FIELD INSTALLED REINFORCING WEBS 0 HOLE FOR WALL ANCHOR (ANCHOR NOT BY VALLEY JOIST)ANY OTHER REQUIREMENTS OF IN LIEU OF OUR STANDARD} WILL BEce 07 OTHER REQUIREMENTS (IF IN LIEU OF OUR STANDARD) WILL BE SHALL BE WELDED USING E70 ELECTRODES CONSIDER MISC. STEEL AND NOT BY VALL OIST f � CONSIDERED MISC.STEEL AND NOT BY VALLEY JOIST 0 TY ' 1 AL JOIST REINFORCEMENT AT CONCENTRATED U - --- _ D LOADS ,,, a 0 x 1�" JOIST 0 s � � REF: ; ° c, JOIST BOLT(TYP) This review Is wet a/ the profeJ avid moral compliance with Information in the Wend Corte or �- I b. E - r ,► nye Its the Atop s taw da not Mine coni ctor born a. Shit mlt ''.Xie pmv It an of i the ken is a :, : , BL1,--rcx BL ,�- TCX el op- TERMINATION +�� ; 1 En iimi------rummil in ---„,--„,---___. TYP i BRIDGING I perains l8' Cat '� V8" 1" SEE TB#TYI? f:'�` "1C.f'S � � �� I procedures Uc m; cOw* 10f his I f vii o i other trades and for wort ie a sale and sumer. Mr"414<liNI4, COMPriarCe Wei tte requirements of the plans and spocIlicalions. Approval of a spocile - , . .41111\4\INI L rAtimposc0 J '� A" TYPE"E" iD n „ EXTE D T.C.ANGLES O NLY EXTENDED T.C.ANGLES AND SEATS D `.� BRIDGING-SEE PLAN EXTENDED T.C. ANGLES AND SEATS HCEii ¢ FOR MARK& LOCATION ¢ TH� : DETAILS REPRESENT THE TYPES OF TOP CHORD AND BEARING SEAT ` 0 S' 5 <Typ BRIDGING - SEE PLAN Calrill__%......- � 1!$" V 1" FOR MARK& LOCATION PR' DED By VALLEY JOIST. THE BEARING SEATS SHOY4N IN THE JOIST CONNECTION DETAILSI IS _ - Ha+tC�ult�g bO+a��Lit � RE I TION AND DOES NOT REPRESENT THE MANUFACTURED CONDITION. THE TYPE OF TOP IC rix WELDING NOTE: . gps OF Bohr �OR CH( ;_ D BEARING EXTENSION (A, E, OR D) USED IN MANUFACTURING WILL BE DETERMINED BY a ��e t VA JOIST BASED ON THE DESIGN REQUIREMENTS FOR THE JOIST AND TOP CHORD EXTENSION- � ir� 1" WELD MAY BE TO EITHER SIDE OF ANGLE. WELDING NOTE: . 4F7 TOP CHORD WELD MAY BE TO EITHER SIDE OF ANGLE. 9a9' `S 'd 'i r er.-7-- EXTENSION (TClC) TYPES I al TYP HORIZ BRIDGING SPLICE - - TYR. HORIZ. BRIDGING TO WALL— : B4 X-BOLTED BRIDGING wiVIIALL TERMINATION RREF: D EF: o - J CC y� }� Ailik PROJECT: DETAILER & DATE: M. pQ)q,Q ... 31222018 SHEET TITLE: . . . , „, CHECKER & DATE: - DETAILS Q Malley TIGARD, OR -- . D JOB No: 8F48078 ta 41 I kNIF7ACCREDITED ---- - a 3019 GAfJtTAYE NORTH 255 LOGAN 2 70 LAS CERT. PY A 353 CUSTOMER: NORTH STAR IND. — DR ��i�i =4. E.. APPROVED iAORICATQI� A " DRAWING P.O.BOX 8847T8 P.O.SOX 2#70 FORT PaYNE,ALldAA+lA 35967 FERNLEY,NEVADA 89408 v►u�r �srw � naar�ro� wm+n+Ececse n�+,ra.:s� ar CSC ' ARCHITECT: DAVID BISSETT ARCHITECT No: a sE »a x�aE'AEW�r CI aoVAL as rasr P[J�GErENT Paws WEs Awa yrs I (258)845-23.30 PHONE (775)575.7337 PHONE VALLEY JOIST AS AM APPROYEWFA9rZCATOR fr W)I ES fu 1l4-SI4OP FIELD SPECIAL M.LSPECI' S OF THE manufacturers of joist and metal deck o1AFMIF�,C►UR£D SND s o �� S ►FA8RCATCR ENG. r- - J2 OF Lc a (2S8)845.5784 ENG. FAX (775)575.362A ANG.FAX Cif►FCJIYESW�LI.�StpPUFDLp4NRE LIF,ST. ENGINEER: HORN CONS. A.I . ' TOTAL 0 ______ _ __ _ ._ NLLJJILIUHLINLILILILJLILIJINIIIHIII — BRIDGING - ' ..............._.......... NOTES: . / CONTINUOUS HORIZONTAL BRDG. .... iz t. •F0 H6 = L 2" x 2" x .125 @ TOP & BOTTOM CHORDS LOCATE AS SHOWN i ON PLAN TYPICAL THROUGHOUT BUILDING. z 1 ' CONTINUOUS UPLIFT BRDG. - UH6 = L 2" x 2" x .125 •� I TYP. LOCATED ON THE BOTTOM CHORD ONLY L NEAR THE FIRST BOTTOM CHORD PANEL POINT, ,f I I BOTH ENDS OF JOIST TYPICAL THROUGHOUT BUILDING. BOLTED "X" ERECTION STABILITY BRIDGING-- 001 = L13'2" x11/2" x .109 I I TYP. SEE PLAN FOR MARK NO. & LOCATION. 1 TYPICAL WHERE"X" BRIDGING IS CONTINUOUS ACROSS BAYS U.N.O. TERMINATION BRIDGING TB80 = L 2"x 2"x .125 TYP. SEE PLAN FOR MARK - -- --- — — — — — — _._. — .,_ — — _ Ma._. ....-.. — — ... �.. .., NO & LOCATION. f GIRDER BRACES M G84 = L 1'/"x 1'/." x .125 001 001 001001 001 001 `,yl 001 001 001 001 - �� i ! �� rK �� ��., = �- 1 rL K a.� ` :i s � ... ...= - -- -- TB 8O 77 T BBO w 1 Na 1/. O „cr _J or) — _ __ ___ _ _ _ _ _ ‘.. _ _ ___ _ _,... .._ _ ___ _ ____ _ _ 8, _.... _ _ _ _ _ _ _ _ _ _ ____ 1 4 - {g 1-, v. .._ •• •••. . .raw — 1•••••••11M . ....., -- — . m. — — ••• — .— — , .. 1.... .— — _._ — °° — — ._._ ._.... .– . CO r SUBMITTAL. REVIEW -a 0 `-- -- -- - - - - - - iii `— i 1-- :, 0 Furth as . 0RWeclod 0Revise and Resubmit 1 1 CO t QSnSçcIIdm k z review Thb is only ix general conformal al sill the design oer project of the and - < - _ _ _ 001 001 001 001 001 0011 001 001 001 w Q - - - - �� �- ..-r� - Y- �„-- � . . � --r := --= -�7="= - - moi = - -.� �. _- -- -- -, TB60 TBBO C0� rr the drawings ► from carnpre ce with the requirements of the piens end Approval of a specific . cc she mit ode approval of an assembly of Midi the Nem is s axnponent. Contractor is o :,,v: sibte tor dimensions to be COfflinved and aOttdiled ak the jobelbz information that ' 8 ins � to the fabrication processus ar to the means, methods,•••N•L �.- _ �. - - _ -_ _ _ ► I ie ces and of of Ids or her Work with that of ' ' ~ —_ _ _ �. — — _ ' ' other trades sod r ail work in a satisfactoryter. IS I P21 HCE ! ' -�- - -) n1 eti – - gpoSWB S las�Ogp ' Date iggfedVe By , --70/C- i 0 u. co T Ti 0 M II Tr Q LI r- t I ROOF BRIDGING PLAN f PAINT: GREY 4 % G J m eE�=Jo; i;ao. PROJECT: DURHAM SQUAREBLDG 2 DETAILER & DATE: M. DORA -�- 3/22/2018 SHEET TITLE: 111 CHECKER 8 DA'T'E: - BRIDGING PLAN a TIARD , OR —�--- , Malley iiiimm...:. „ %los, ACCREDI QED -�-- . " JOB No: 8F00078 co 3tifs GaULTAVE. NORTH 255 ioCeiN LANE ups CERt,*`FA- CUSTOMER: NORTH STAR IND. _ DRAWING yrknft MIMEO FAARSCATWI ,� ►��411W�� No: P.O.P.O.80X s8a7i a P.O. 130X 2!70 FORT PArNE,ALABAMA 35967 FERNLEY,NEVADA 85408 "' JO1� '�*MOVED F1iBRC�roa w THE EIC SECTION lr�x 251 AND T} cmc ARCHITECT: DAVID BISSETT SSETT AR C H I T E C T 5Ernot,Ind 22 AEIAEW NO AppRovAL or TFESE jcesT FUSCEIEMT Rpm AdQichws GES AccEPTS (256) 845-2330 PHONE ors) 575.7337 PHONE VALLEY T AS AN �FABRRi4TOR AND WATISI A;.L IN-St �+D F1f1A QK n CTIF s aF TIE — - - manufacturers of joist and metal deck 256 845-5764 ENG. FAX (775) 575.3526 ENG.FAX , F, L1Pt7FIRe�,EST aRDBL, FOR T1#S PROJEGT. AAPRo4fDFA$RIC.+iTQ4 ENGINEER: HORN CONS. ENG. I A - 3 OF 3 D ( ) - - TfTAI n