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I I <br /> NOTE <br /> �UCTWORK, PIPESSOTHER � OFCONCENTRATED <br /> E�UIPMENTSHALLNOTBE L A�ATBOTCHORD <br /> FOR PIPING PLAGEO PARALLELTO JOISTS- � � � � (E)JOIST . sioo <br /> HUNG FROM THE STEEL ROOF <br /> g (EJJOIST <br /> USEBPftEADERANGLETO �ISTRIBIITE \� SI ES � 3"MIN� � ' T�E) JOIST y ll ^' zoa p .- xzoso�o <br /> DELK.ALLSUGHfTEM55HALL q�� nooe n � <br /> / <br /> '� \ BE HUNG FROM JOISTS, BEAMS � 3/18 TYP <br /> � ORSI]PPLEMENTALSTEEL <br /> LOADTOAMIN. OF2JOISTS 1 � � . � � � <br /> �(E)JOIBTWl3X � � - - - / . . <br /> HANGER EA ENO �, N - Xrem�����[. <br /> SIMP60NTHA413� - PIELDWE�DTOJOISTTOP &BOT i �dOIST x � W` �� � <br /> � (EJ OIST W/3X -- / <br /> fi 0 �% ��4xBUN0ERCURB ��� �� �� �� EHOHEATHWGSOVER4 x.. � � i � � �� � ��� �-� � , DWSS <br /> NAILER 1 � <br /> SIMPSON THA413 � � WS66-2 HANGERS I / ��WBINSIDE OF FRAMINO �EINFORGE WI L1 1l2\ 12 1/e" ; � \ � OR LE56 FROM <br /> ---NNN--- , ' �I� ' ��I —Hsssxzxva cuRe <br /> HANGER E4 END I � _ � � r ( � ALIGN INSIDE OF GURB � B � - -— ���- � ' � �"'-'- ��"�--- � ---� �I I �� T�P 66'I7 ASSOCIATED BLVD <br /> , _ - ( 7 TOP. CHORO PANEL - <br /> �'� 4x8EA31DEOP . i � INT I <br /> . , ADD 4x8 Wl31MP50N <br /> - ALIGN MSI�E OF CURB <br /> � WIINSIpEOFFRAMMG � j I J�\ RTU BUILDINGB, SUITE100 <br /> 4z8 SU&PURLIN - -I . 1 4x8 EA SIDE OF � END IF(E) �� � ,. OPENINO - FITTIGHT � <br /> sHennn;in�c � I I EVERETT, WA 9ffiO3 <br /> �2'-0"OCASREQD ��L OPENING OPENMG - FITTIGHT qT(E) JOIST � _ � � ' � �. ¢ TO (E] SHEATHING - � � � <br /> ADD (2)-4x8W/BIMPSON �L �NEW �. � IDC96HEATHINO � 9UB-PUR�LIry�� � � �PENNG � b � . - � � � o I I � ��8]Mz066E�S�R28 <br /> EDGEDOESNOTENDIAG � - � '� � � �qM RG�TN W 82 � A� _ �� �,\ \ \ %' �� � � �� z�� ��kpOINT LESSFROM FROMLOADTONEARESTPANEL�J ' ryP S"2 '�, - - - . � OAALAGBOLTTONAILER <br /> Y <br /> (�JOIST � BOT CHORDPANEL POINTONOPPCHORD f �. <br /> NOTE: OCAROl1ND (E) NOTE: \ SHEATHING'EDGES -ALLCONCENTRATEDLOApSTOTHESTEELJOIST, INCLUDINGPIPING2"�IATO ryOTES - / �� OF � <br /> � � �- 10tl NAIL6 � 3" 10tl NAILS @ 2" OC / �e. <br /> n � NOTES'. 8 <br /> SHEATHING ! 91.12 <br /> EDGES TYP TYP 4'DIA SHALL BE GONNEQE�WITHIN 4"OF THE JOIST TOP OR BOT. CHORD APPLIES ATALLCONCENTRATEO � GONGENTRATED 1. SEE ROOF PLAN POR (E) <br /> 1. (� FRAMING ORIENTATION MAV VARV. 1. (E) FRAMMG ORIENTATION MAV VARV. PANEL POINT. AOD REMFORCWG NNGLE WHERE THE CONGENTRATED LOAD IS LOAOS GREATER THAN t00LBS � LDAD AT BOT CHORD MEMBER SIZE 85PACING <br /> 2. (E) SHEATHING 8 SUB-PURLINS NOT 2. (E)SHEATHING &S118-Pl1RLINS NOT NOT WITHIN 4"OFA TOP OR BOT. CHORD PANEL POINT.ANV PIPMG W ��� - <br /> SHOWN FOR CL4RITV. SHOWN FOR CLARRV. EXGE55 OP 4"0 OR EpUNALENT WEIGHT IN PIPE GROUPINGS OF SMALLER 2. HSS FOR CURB SUPPORT <br /> DIA. IS SUBJECT TO APPROVAL OF THE STRUCTURAI ENGMEER. TO EXTEND A MINIMUM OF 3" <br /> PAST CENTERLME OF JOIST <br /> 5�, 2 ROOF OPENING FRAME DETAIL _ 5712 ROOF_OPENING FRAME DETAIL _ S� Z TYPoPIPE SUPPORT DETAIL _ ____ ___ S7t2 CONCENTRATED LOAD AT JST _ S� EQUIP CURB SUPPORT DETAIL _ <br /> � HSS 8 CURB ¢ HSS 6 GIRDER <br /> � —FASTENHSSWII/2"OIA NLqTE�RALBRACINGATFAN <br /> � J � LAG BOLT TO JOIST � <br /> - fe(E)JOIST feJOISTIGIRDERBLAGSCREW NOTE'. TOBESUPPLIEDBYFANSUPPLIER <br /> ryP ' DUCTOPENING 015'ENCUftBTOHSSWIx; SrB" 2. IFCONNECTIONLANDSAT(E)JOIST 1 , , <br /> i U�OLE VVEL�S� fi" OC OR PANEL POINT SEE 10I5]12 �(E) ROOF SHEATHING <br /> (6-THU9) 5712 III I / FAST' DIA POWER �RNEN , , ' <br /> I __ <br /> �V /� I <br /> � / � � ENERS (�6"OC (E)JOIST BOTTOM - 3. IF CONNECTION IS GREATER THAN � <br /> �� I � FOR FRAMING � I� CHORD \ a SEE q�S�JOIST PANEL POINT i � <br /> i / A � 6EE1/52128 <br /> �, il ' i _ �� i vsziz aru A � , <br /> I � E JBE <br /> I �__ __.___ -,, HSS 6x2x116 H-- _ p �� � / /, � <br /> SEEPL4N RTUCURBALIGN ca�- - - - - - --- - - - <br /> I � FORE%TENT HSS6r2 � - - W/CHANNELEOGE HSSCURB �, � '� � ��Q I % <br /> � DUCT OPENING � � `r � .__ TO CLEAR �UCT � � �p• � �� L4z4x1/4 BRACE TO � <br /> . � (E) �. .�..... ... SHEATHMG � RTU 3 / NDJACENTJOISTTOP <br /> � S E''OIS'Z 8 ' z DIA. LAG - -�� � 5 � SI�ES ��p � i CHORD FlELD WELO <br /> . f � � <br /> SHEATHING � � I �( <br /> I �IIr - ------ I �- FORFRAMINO (E) ROOP --- I ' \ . . _ _ "" <br /> � <br /> \ C � 7 � O <br /> I � ������ � .,—RTUCURB (GEN RATION �I � � �]12 �� ���� �� E TIOECK Lbxbxl/4� _ _ ������ \-.�.- _ (4) V2 �IABOLTSUPPLIED � � � � � <br /> I / �V I � MTONAIIER � <br /> � HSS 6r1xi14 NP � <br /> g II � EACHENDOFCURB, � \ ,., J� � _'__. . ..__ �y � i I VERIFYHOLELIOCATIONS (E) JOIST -'� �Lbx4x1/4 � � <br /> S] 12 ill;=_- �--- M <br /> (d)THU6 SCREWON (E) <br /> --- -- - 3XNAILER) � -��� - (E)3XNAILER WISUPPLIER <br /> I � � � ty- - _ - 1/4 � W <br /> �(E) JOIST � <br /> NOTES ��- � � <br /> \ \ <br /> L SEE ROOF PLAN FOR(E) � � (E)JOIST � � � <br /> MEMBER SIZE 8 SPACMG INTO H55 CURB I P B'OC —��" �IA THREA�EO ft00 <br /> W <br /> � (E) J019T BOTTOM � TMROUGH JOIST � <br /> 2. HSS FOR CURB SUPPORT STAGGERE� BOTTOM CHOR� <br /> CHORD � � <br /> TO E%TEN�A MINIMUM OF 3" NP EA END OF L4x4 <br /> 6 OFJOIST .. _._.._..___ 10 <br /> RTU SUPPORT DETAIL RTU g CURB DETAIL FAN SUPPORT AT JOIST DETAIL FAN SUPPORT AT JOIST DETAIL � <br /> PAST C N L _ <br /> O � SUPPORT DETAIL ORTU O O � � <br /> -- -- — -- -- <br /> 57.12 va, - �.-o. 57.12 � vz^= i o^ � 57.12 i vr._ r_o. S7.12 aia� - i•-o^ 57.12 aia^ = r-o• � > O <br /> � � m r O <br /> � � N <br /> � � � <br /> 'A' SPAN � � � � � <br /> � 'B' CHORDREMFORCINGREQUIRED '�' z W O � <br /> SEE 1]/5].12 M <br /> '0' WEB REMFORQNG RE�UIRED 'E'WEB REINFORCING REQUIRED -EXISTING JOIST � � � W � <br /> SEE 12IS].12 SEE 1?lS]42 TOP CHORD � <br /> � F'JOISTSEATREINF G'JOI6TBEATREINF --� \ // �PL1/4n5"x0'-6" ` � � � � <br /> REQUIRED. SEE iNS].12 RE�UIRED, 6EE 1U5] 12 � ` �=� - � � CUT TO FlT T _ � <br /> - - <br /> � "_ " " _._.-_ �.. - __ _- - _ . __ _"_- 1� . . � <br /> _ �- _ TYP 3Rs K7�� � � � � � � <br /> �I �I � �{ IF�I� > REVISION 0 � W <br /> � i � � <br /> � � <br /> � � � � <br /> � <br /> � i �. � � �� � 'i i � �� PemMSet 0 OB/01I2020 <br /> i . <br /> � - -� <br /> I __ <br /> i � <br /> � � � <br /> . � i <br /> '.. , � . � i i � � i . � . <br /> � � _ _ . � <br /> � __ .. . . _ .__._ �._-_ ._ __-_- � .� I <br /> _- " __ _______ � -_ <br /> � <br /> (E) J01 ST RE W FORC W G SCHEDULE <br /> �-EXISTING BEAM <br /> , . OR BRG PL4TE <br /> MARK DESIGNATION I 'A' SPAN 'B' ''� 'G' 'D' 'E' i 'F' 'G' A <br /> J-1 32LH JOIST I 50• 0'• � NA � NA I NA NA R NB Y IE) JOIST � - ---- - --" --- <br /> . .____.. __-_ -_ _ ' _ _ _�I <br /> _ _ "_ - _—_ _- _ A � <br /> y � y _��. -_- __ . <br /> � . . . .. �. . . SXX JOISTELEVATIONAS <br /> � VIEWEO FROM OIRECTION - � <br /> II NOTES: �i NOTE� ON PLAN �- -- <br /> R = REpUIRE� ���. <br /> INIR = NOTREQUIREO ' - --- - - <br /> i SEE DETAILI?/5].12 FOR WEB REINFORCEMENT. - <br /> - <br /> _ _. . <br /> _ _ -i <br /> „ EXISTING JOIST REINFORC_ ING_ELEVATION_ _ ____ ___ _ _ __ _._ ,z NOT USED ___ ._ ___ _________. ,3 NOT USED ,4 EXIST(NG JOIST REINFO_RCING DETAIL — <br /> _--- — -- ----- - - — — __ _ _ __ <br /> $7.12 3/0. _ ��_�,. 57.12 NONE $�.12 NONE $712 g��_ 1'-0" -- <br /> M���^iv�� <br /> 4 <br /> F F <br /> �b1�� �}'_ <br /> ac°£� � er <br /> � � �y � ��� <br /> i � x <br /> ���ai 3 ��� <br /> U� .P+..1LF. (y� 3 <br /> 3jOSpLF� <br /> u 5/29I20 <br /> JOBNUMBER <br /> 205013 <br /> DRANM BY CHECKEDBV <br /> MAF RRP/BMS <br /> SHEET TITLE <br /> ROOF FRAMING DETAILS <br /> SHEETNUMBER <br /> S7 . 12 <br />