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1 <br /> CLiP ANGLE ATTACMMENT <br /> SOLID BLOCKING: TO STUd&BLOCK{NG ����ERING <br /> 1. LOCATE BLOCKING AT EACH END OF WALL SOLID Bi.00KiNG <br /> � AND ADIACENT TO OPENINGS. 250 4TH AVE. S., SUITE 200 <br /> #10 SCREWS @ 8"OC 2.WHERE BLOCKING MATERIAL THICKNESS EDMONDS, WASHINGTON 98020 <br /> TO CONNECT TO BEAM '� ALLOWS,NOTCH AND BEND FLANGES 90"OR PHONE (425) 778-8500 <br /> �R 101S7 ABOVE ANCHOR TO VERTICALS W/CLIP ANGLES. � FAX (425� 778-5536 <br /> x � � <br /> MECH UNIT <br /> PER PLAN ' <br /> (1)#10 SCREW ON <br /> � <br /> x EA SIDE OF STUD <br /> CONNECT MECH UNITTO SLEEPER . <br /> W/(1}1/4"�5 LAG SCREW W/3" INSTALL STUDS WITW LIGHT 6AGE 57EE1 STUDS <br /> EMBED AT EA CORNER OF UNIT, SAME DIMEIVSION FOR PER PLAN&NOTES <br /> MIN UNLESS MFR HAS MORE STRICT BRIDGING ALIGNMENT A#10 SCREW SOtiD BLOCKING <br /> EA SIDE OF <br /> ANCHORAGE REQUIREMENTS <br /> 5/8"S�EXPANSION 5TUD <br /> ANCHOR @ 4'-0"OC '� CLIP ANGLE <br /> SLEEPER PER PLAN ' NOTES: ATTACHMENl' <br /> 1.CONTINUOUS HORIZONTAL SOIID WI7H(4)#10 15 M. ?1. <br /> BLOCKING,BRIDGING,OR STRAPPWG SCREWS AS .c�o� 1rA� ?�. <br /> PROVIDE A MIN OF(1)3/8"�LAG NOTE: BOTfOM TRACK TO IS REQ'D AT ALL STEEL STUD WALLS, SHOWN '4�,4> 8. j��,� . <br /> SCREW W/31/2" MIN EMBED TO LOCATE ANCHOR BOLTS MATCH WID7H&GAGE WITN SPACING NOT TO EXCEED 4'-0". '� F,� • <br /> BIKG,EA END O�SLEEPER WITHIN 6"AT BOTH SIDES OF �' °4' <br /> OF WALL STUDS 2.WHERE BLOCKING MA7ERIAL K <br /> ALL DOOR OPENINGS& 2"FLAT STRAP EA THICKNESS ALLOWS,NOTCH ANQ � <br /> EXIST ROOF SHEATHING&NAILING x TRACK SPLICES TOP OF SLAB OR FOOTING SIL1E LAP SPLICE BEND TRACK 90°FOR CONNECTION. �p�� <br /> STRAPS MINIMUM 4 <br /> TO CONCRETE j�NAL � <br /> EXIST ROOF JOtSTS PER PLAN x oa ELEV PER PLAN� (3)#10 SCREWS IN COLD-ROLLED CHANNEL. <br /> 4x6 HFx2 BLKG NOTCH `�� L►L1 '°a EA SlDE OF BLKG HC)RIZONTAL BRIDGING ���17�C1 <br /> AROUND ROOF JOIST5 �`—PROVIDE(2)1/4"{6 LAGS EA END (1)#10 SCREW ON <br /> AS REQ'D OF BLKG W/3" MIN EMBED EA SIDE OF STUD � <br /> STRAPPING BRIDGING <br /> SECTION TYPICAL STUD TU TRACK CONNECTIC�N TYPICAL TRACK TO CONCRETE CONNECTION TYPICAL WALL BLUCK BRIDGING <br /> 1 SCALE: 11/2"=2'-0" <br /> 2 SCALE: NTS � SCALE: 1"=1'-0" � SCALE. NTS <br /> J <br /> � <br /> z � <br /> �.---" Q m <br /> /.�-�"�� !�� � Q- c/a <br /> FLASHING&GUTTER PER ARCH !'� 1 � � ~ <br /> _ <br /> �=�.--- 1,� � � <br /> .� =- � W � <br /> �:y--='" � W <br /> �_ <br /> ���"` �.,----- o o- <br /> #10 @ 6 OC EA SIDE -•r <br /> �� �; � i <br /> ; r---�""�� $ � <br /> � _/.�--�'`� � W � <br /> � -,,--;=--- <br /> �_`"-'f I <br /> ;�. Q � <br /> ;� , � <br /> ;� �� � � <br /> i' ��-�`�—"' i e�-i <br /> t� ��,..-- BLOCKING PER DETAIL 4 <br /> 70P TRACK PER PLAN NOTES: STUD,SIZE,AND GAGE "i (r <br /> CONNECT TO BEAM C)R JOIST PER ARCH DRAWINGS '� J�N <br /> ABOVE PER TYPICAL STUD TO SIMPSON L50 CLIP ANGLE (3)#12 SCREWS @ Q <br /> i i 2�� y;,'� EA STUD � <br /> TRACK CONNECTION DETAIL OR APPROVED EQUAL,TYP �"""—"'� PROVIDE BLOCKtNG @ i jj` CFS STUD WALL <br /> " PER PLAN EXIST ROOF SHEATHING <br /> TYP JAMB STUDS PER PLAN CONNECTI�N TO EXIST ;; WN ` DESIGN: JAC <br /> FURRING WALL �� � ' ' ���'����--�� <br /> 5.CONNECT PER #10 SGREWS @ 12" :/ �EXIST MTL SLDG FRAMING #10 SCREW @ 6"OC � <br /> NOTE DRAWN: JCP <br /> TYPlCAL MULTIPLE JOIST OC TYP,UNO ,'�� BEYOND TO REMAIN � i <br /> CHECK: DMT <br /> BEAM DETAIL " � - <br /> CFS STUD WALL . � !;� � � <br /> P�RP�� � �� JOB NO: 17189.15 <br /> • rj EXIST ROOF 101STS <br /> -1 I,�T '' ;� � TO REMAIN <br /> I E DATE: 1 1 17 17 <br /> ' ,� <br /> i' �! �; REU5E EXIST 5TANDOFF <br /> i �I <br /> i� �� �; BRACKET.VFY/PROVIDE @ �� EXIST7RACK <br /> PLYW�OD SHEATHING i i j! x? 4'-0"C)C CONNECT TO EA STUD p1.YWOOD SHEATHING � �j CONNECTED TO EA <br /> � TRACK PER PI.AN PER PLAN �( !j j; W/SELF TAPPING SCREWS PER PLAN I j STUD W/NEW <br /> NOTES TYP 1 j !� i'�`'` �� SEIFTAPPING SCREWS <br /> �� r !� �`�—EXIST FURRING WALL <br /> TO REMAIN �—EXIST FURRING WAI.L <br /> STUD,SIZE,AND GAGE �� ;� 'i �; � 'I ._..,.--' TO REMAIN <br /> � PER ARCH DRAWINGS 4 �� � �� � i�""'� <br /> I j �� ;� NEW TRACK W/5/8 � � i i <br /> #10 SCREWS @ 12" NEW TRACK W/5/8"� ' '` ; �� �� ,; <br /> STEEL STUD SIZE GAGE AND !C �I i EXIST SLAB ON GRADE y � EXIST 5LA8 ON GRADE <br /> ' ' EXPANSI4N ANCHOR @ ;� �� ;i EXPANSION ANCHOR @ ; <br /> SPACING PER PLAN NOTES OC TYP, UNO 4'-0"OC !� '1 �'} 4'-0"OC f ; <br /> „ <br /> � __ � <br /> _ rp,,1;Y..__ —•—.—'� � ' � � e � � �� <br /> . � � . <br /> � a, � .. . -a:r .... ��;� i . ��� . ,_,C .°a , a... - t <br /> � { � �J <br /> � � ������� _��Y� �� { I <br /> � rt� i � <br /> 6'-0"MAX EXIST FDN STEM WAIL--� . �4,�' EXiST FDN STEM WALL --� .. : " G�} <br /> i ��,�!_. _f���:,,�� <br /> BOTTOM TRACK PER PLAN NOTES. <br /> AITACH PER TYPICAL TRACK TO <br /> FLOOR CONNECTION DETAit. � <br /> - WALL INTERSECTION SECTION AT SERVICE WRITERS SECTI�N AT MANAGERS OFFICE 'Q <br /> 8 SCALE: 3/4 -1 0 J <br /> TYPICAL NON gEAR11VG METAL STUD WALL ELEVA I 8 „_ , „ 7 S��E: 3J4�����-o�� „- �- �� �.. � <br /> � SCALE: 3/8"=1'-0" SCALE: 1 - 1-0 <br /> a M <br /> W � Q � <br /> OZ � Z <br /> W ---- <br /> W L'J � � <br /> � � ,Q Q <br /> a � � � <br /> ; � �, ., �- <br /> o �, �.- <br /> � � � <br /> o � <br /> � QW O <br /> a. N > � � <br /> w � w � � <br /> S H EET: <br /> i <br /> ■ <br />� <br />