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NOTCS. <br /> � � ��2-56 WHFRE SIDOS OR JST TRACK i0 MATCH 7. STUD WEBS SHALI BEAR AGAIVSi TRACK WEBS. <br /> �ARE SHOWN TO ABUT, TO�AL SiUD WIDTH, ES 2. AnAGH ANGLE iV iRACK WIiH SCREWS WHERE POSSIBLE WNERE TRACKS IS ON CONCR�E OR AGAINST 4._�.. <br /> WEL� AS SHOWN STEEL, SH007 (2) .138 MINIMUM CIAMEfER URIVE PINS THROUGH EACH ANGLE INTO CONCREfE OR STEEL MAX <br /> 3. ALL STUDS SUBJECT 70 wIN� LOADING SHALL BE ATfACHED TO TOP AN� BOnOM TRACKS AS SHOWN. 6 <br /> 511– <br /> NF' STU�S <br /> PER NOTES <br /> STUDS PER � <br /> � PLAN OR DET � S7U0 GROUP <br /> ES OF Or'NG <br /> u i/2 . i i/z, sEE i oa z/ssii-z <br /> SAME GA A$ SND, <br /> t 1 I/2–J6 SCREWS � 2'-0" OC LENGTH = STU� <br /> HEADER <br /> nP (e) a�cs wiorH �ess i/2' (2) eooszoo-ae <br /> � <br /> SCREWS � 2'-0" OC TRACK <br /> NOTES: lYP (4) PLCS SAME GA AS SiUD <br /> W/ 1" WIDE FLG �NIN <br /> 1. t = CAGE OF MAiERIAL WNNECTED. ♦ � <br /> 2. TH6 DEiAIL APPIIES WHERE (2) OR MOR[ STUDS ARE GROUPED TOGEfHER. PIAN SILL TO MATCH TRACN <br /> CL175 PER 3/5511-2 � <br /> EE TO JAMB STU� <br /> USE (3) SCR[WS <br /> TO ATfCH � TO WEB <br /> TYPICAL WELDED STUD GROUP i TYPICAL TYPICAL SCREWED STUD GROUP z TYPICAL FIXED TRACK CONNECTIO�ti' _� TYPICAL OPENING IN BEARING WALL �"� <br /> SCALE ', NTS 5511 -2 551t-2 SCALE �. NTS <br /> 55n-z sst-z SCALE �, NTS SSit-2 5571-2 SCALE �, NTS ssii-2 55� �-2 <br /> MEiAL FRAMING NOTES� <br /> 1. MEiAL FFAMING USE� SHALL CONFORM TO THE SPECIFlCATION$ OUTLMED IN THE GENERAL NOfFS IN AD�ITION W CLIPS PER J/5511-2 � <br /> REOUIREMENiS NOTE� HER�. EA TRACK TO JAMB 4U� 4'--0" MA% <br /> 2. MfiAL FRAM:NG AND SiRAP BFAqNG SHALL BE GAWANIZED UNLE55 NOTED OTHERWISE WNFORMING AS FOLLOWS: - �" <br /> 12, 14, 16 GAGE ASLN A653, QUALItt SQUARE GRA�E 50, CtASS 1 J fiGA x 1 1/2 x 1 1/2 <br /> 18, 20 GAGE ASiM A658, OUALfIY SOUARE GRAOE .73. SCREWS � 16" OC BRI�GE CLIP, lYP <br /> 3. ALL STUW ANO STU� GROUPS SHALI BE IATERALLY SUPPORTED TO PREVENT WEAK A%IS BUCK�ING 8Y CONNECTING EACH <br /> FIANGE TO GYPSUM WALlB0AR0. WALLS WHICH HAVE SHEATHING CONNECTEO ON ONE SI�E ONLY SHALL HAVE UNSHEATHED � (4) SCREWS <br /> FV�NGES IATERALLY SUPPORTED PER DEfAIL �I I I <br /> 4. iRACK SECTIONS SHALL BE UNPUNCHE� WITH GAGE MATCHING SiU05, ANO HAVE LEAST 1" FUNGES. I + I TYP STUDS <br /> S. WELDING OF COLO-FORMEU METAL FRAMING SHALL CONFORM TO AWS D1.3 AND SHALL BE PERFORME� BY WEL�ERS - - -u- t PER NOTES <br /> QUALIFlED TO PRODUCE fHE SPECIFIED CLASSES OF WEL�. � <br /> 6. SCREWS iC BC �'8 SQE, VNLE55 NO'fED OTHERWISE � � +, � <br /> 7. WALL FRAMING: � I �I � � <br /> TWO STUO MINIMUM SHALL BE PROVIDED AT THE EN� OF ALL WALlS AND AT EACH SIDE OF ALL OPENINGS. SEE DEiAIL � � � t + <br /> FOR FRANING 0� CFCNINGS, UNLESS NOTE� OTHERWISE. I I m - - - 16 GA I/2 —S ND GROUP <br /> 8. SEE �EIAIL PoR REOUIRCD BRIDGING. ES OF OPNG <br /> 9. SE: ARCHIIFCiIIPAL FOR SRING AND DETAILING OF INTERIOR NON-BEARING WALLS. � 6A I I <br /> 10, iRACK CON�ECTE� i0 CONCREfE OR STRUCiURAL STEEL SHALL BE FASTENED WITH .138" MIWMUM �IAMEfER DRNE PINS � � 18 GA BRIDGMC C SFE 1 OR 2�5511 -2 <br /> Ai SPACING PER TAB.E �dOW. � � 5511 -2 HFAOER PER 4/5511 -2 I I <br /> I I � � � I � 4�-0" OC VERT MA%, lYP <br /> METAL STUD WALL TYPES r <br /> WEB STIFF PER 3/5517-2 6A V <br /> SIUD MAH WALL I STU� STU� DRNE PIN SPC W/ (3) SCREWS FA LEG � � _ <br /> o[PTH neicnt sPnciNc nac � � reACKs, uvo SECTION <br /> � � �Q 16 BDOSIJ7-33 8�� Q� JAMB STU�S PER 1 OR 2/5511-2 <br /> 24 8005737-33 & MTL FRAMING NOTES NOTES: HEADER F( SILL SEE 4 $S 6�5511 -2 <br /> I _. - Z .. I6 8005137-33 . 6" OC — <br /> 24 �8WS13]-33 1. BRI�GING IS REQOIRED FOR LOADINGS APPLIED BEFORE SHEAiHING IS ATfACHED TO BOTH <br /> � — — - -�-- - FU�NGES. BRIDGING FROVIOES RESISTANCE TO ROTATION CAUSED BY WIND LOADINC, AND <br /> 14 I6 . BC05162-33 .__ 6" OC RE9STANCE TO BOiH ROTA710NAL AND MINOR ARI$ BENDING CAUS[0 BY A%IAL LOA�ING. <br /> _ - __ _ <br /> 24 � 6005200-43 2 BRIOGING SHALL BE 41iHER WELDED OR SCREWE� AS SHOWN. <br /> � �fi .. . . . 1fi BOOS200 43 � �. . .. . -5" OC <br /> 24 BOOS200 68 <br /> VIETAL FRAMING NOTES � TYPICAL BEARING HEADER CONN � CTION � TYPICAL BRIDGING DETAILS � TYPICAL OPENING IN NON-BEARING WALL � <br /> --- 55„ –2 55„ -2 . . —_. 55„-2 55„ -2 <br /> SCALE � NTS ssn—2 ss� i—z SCALE: NTS s5ti—z s5ti-2 SCALE �, NTS SCALE�. NTS <br /> TRACK <br /> L50 OR S/S50 <br /> W/ (6) SCREWS <br /> MTL �ECN PER PIAN L50 OR S/LSS� <br /> (2J ROWS OF SCREW TO BLKG � 8" OC— W/ (6) SCREWS <br /> (4) ��2 SCREWS " SCREWS � 6" OC i&B <br /> ES OF SPUCE � `" MTL DCCK —JST BLNG <br /> �� i - - - - <br /> PER PLAN <br /> i . ' _ — — _ <br /> IP-�= — � � <br /> � SCREWS � 6 OC <br /> y + � T&8 <br /> �,; . . <br /> A�IGN JST W/ WAL_ <br /> _ — _ — _ — — — _ — — _ <br /> I <br /> I <br />- JST PER PIAN I I � 16 GA CONi i0P TRACK <br /> UNPUNCHED SIUC � � JST PER PIAN � (SLOPED � ROOF) <br /> GAGE TO MATCH iRAGK JST BLKG � 48" OC � � � � SPLICE PER 9/5511-2 <br /> CCNN TO WALL TRACK I I MT92 I I <br /> BELOW W/ (2) $CREWS MIN I W/ (�,2) A�0 SGREWS ' I <br /> I I STUD WALL � Z4' OC MA% � I SiUD WALL <br /> I I PER 5/5511 -2 .- - . PER 5/SSll-2 <br /> NOTE <br /> 1. WALL STUDS SHAIL ALIGN �IRECTLY BELOW ROOF JOIST. <br /> AU�ITIONAL STU�S AS REOUIRE� FOR ALIGNMENT. <br /> • � � � � � � <br /> W2572915-WBS 2.2.3.4. 1 7p8 1341h Sireet SW � Suite 200 <br /> TYP I CAL EXTER I OR WA � � IFC SUBMITTAL Everett. washin ton 9e2o4 <br /> I OP TRACK Sf' � I CE CONNtCT I ON g 1 YP EXT WALL TO PARA � LEL J01 ST CONNECT I ON i o WA � � PEI�PEND I CULAR � 01 ST CONNECT I ON i i — og 21 16 Pn� a2s �4� -�aoa <br /> SCALE : NTS � 55n-z S5t1 -z SCALE �. NTS � <br /> ssit -z ssn -2 SCALE : NTS ssn -z 551t -z WWW.f2l ml EOfI.COm <br /> �Copyrighl 2016 Reid Middlelon, loc. <br /> STlA PEVISION BY PPPROVEO �AIE SYM REUISION BY MGROVEO Q41E ACCEPTABILITY �RAW� SUHrR�E CVHNENf REVISON SYMBO� DAiE <br /> c��A� ° , E PE"a 09 �� 18 TYPICAL DETAILS <br /> ,�` �r -�--- 17429908 — U921 . 16 <br /> – IRC – WBS 22.3.4.1 – AUIOMATE� OIE CLEANER W2572915 RMI PNC ��0921.16 � �p �� � f iHIS DESIGN ANU/OR �NECK <br /> `„� � - � �T ✓SPEQFlCAilONISAPPROVE� P� CROCKER _ . 0921.16 — -- � SHE� S511 2 <br /> � ' � IRC - W'BS 22.3.1 .13 - ASER DIE CLEANER <br /> � NGIN iITLE <br /> BO`,�� � ,�'. nPaaoveo er oEar. oarc S SURANA 0921.76 _ <br /> �� � cH cKEo �- <br /> --- � BUILDING 40-056 <br /> aose <br /> �;�� nCareoveo �oe no. W2572915 .—._... coMa No. — <br /> -- -� - R`+o-�����c>`�� ��P" ceweo STRUCT'JRAL MASTER EVERETT, pyA owc �vo:� 40-056-5511 -2 <br /> � <br />