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JAM STUD SCHEDULE
<br /> OPENING SIZE JAM STUDS
<br /> , (E) DRAF7 STOP 8" STUD AND MTL SIDING .
<br /> 8 -4 MAX < 5'-0" (2) TYP STUDS
<br /> TYP STUDS PER NOTES 5'-0" TO 6'-8" (3) TYP STUDS
<br /> �5 x 2'-10" � 12" OC, CONC STRIP �fG, 6'-8" TO 8'-4" (3) 400S200-68 STUDS �10 SCREWS C� 12" OC, TYP I I , .
<br /> DRILL & EPDXY 8 MIN DEPTH SEE PLAN
<br /> N
<br /> W/ HILTI HIT—HY200, TYP '
<br /> �" � (E) CONC SLAB �' I I
<br /> � N
<br /> � U � .
<br /> � STUD GROUP — ES OF TRACK TO MATCH Q -�
<br /> . ............. OPNG SEE 3/S791 -2 TOTAL STUD WIDTH, ES �
<br /> � . .................................................. ....................... ......... ................................................................................. J
<br /> (., • � • • • � - N
<br /> � \
<br /> . .
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<br /> �...............�.... .�...... . ...........................
<br /> .............................,.......,....:.,,-....*. , . .
<br /> � � `/�/ � �,.,��, ���.�/.��;.�..�;;���;�/.- ,
<br /> '°'%ii..,�'i��i�,�.��!�,- i�,��-..i�,:!��ii�.�'i 800S350-118 NESTED
<br /> � ..,;.;:.;��� `��;,�i�,
<br /> • • . . IN 800T200-97 TRACK
<br /> � `,\\\\\\\\\\\\\\\\\\\\\\\\\\ \ (CONT BTWN BLDG COLS) ,
<br /> i� i� i� i� i� i� i� i�
<br /> o �i��i��!��i��i��<�����!�� I
<br /> �, �,�����,, 400T200-68 TRACK, TYP TBcB
<br /> � �
<br /> � �6 TOP & BOT, CONT � 8", , �
<br /> LAP 3'-0" AS REQD HDR & SILL SEE 6/S791 -2 , „ I I �
<br /> S C R E W S � 2 —0 O C, T Y P (6) P L C S
<br /> #5 x 2,-8„
<br /> >> P�,N . » I I »
<br /> TOP & BOT C� 6 SCREWS @ 2 -0 OC, TYP (4) PLCS 400S162-68 STUDS C� 16 OC - ,
<br /> STR P FOOTING SECT ON � TYP CA � OPENING N NON—BEAR f�G WA � � 2 TYP CA� SCREWED STUD GROUP 3
<br /> SCALE : 3/4°=I '-0" S42 S791 -2 SCALE ; NTS S42 S791 -2 SCALE ; NTS S42 S791 -2
<br /> S791 -2 �
<br /> I I �
<br /> 3/8" DIA HILTI KWIK BOLT �10 SCREWS �
<br /> @ 32" OC, 2 1/2" MIN EMBED I I •
<br /> CONN TRACK TO JAMB STUDS I '
<br /> 5/8" DIA HILTI KWIK TYP PRECAST BEYOND PER 7/S91 -2 --� _ (E) CONC SLAB
<br /> BOLT TZ 3 1 2" MIN CURB PER ARCH �'--- JAMB STUDS PER 3/S791 -2
<br /> , / i & MTL FRAMING NOTES
<br /> EMBED, TYP AT EA, BOLT LOC + + + � � �
<br /> '��
<br /> NON—SHRINK GROUT BED � '�-Y'"� _ 4" LONG STUD PIECE ���� �
<br /> AS REQD FOR LEVELING (E) CONC SLAB �___ � FASTENED TO JAMB STUD
<br /> � ..,:
<br /> L J
<br /> I
<br /> I �, _ .
<br /> ;
<br /> HDR TRACK
<br /> ................................................................................... ............................................................ .....................,
<br /> +
<br /> l�; .
<br /> �
<br /> Ji`� �y ,
<br /> � �
<br /> ' JAM B STU DS P ER 3/S791 —2 (1 ) SC R EW ES ''�!i���i���i������i���i��i�����i�����i
<br /> , ��\�����\�����\�\�� .
<br /> ........................................,,i�:�i���l':��;��?���.;:'��'��,,�/�����`�'�,r��'%;;r.y.................................; -,_��;�- � • \/\\\/\\\/\\\/\\\/�\/\\\/\\\//\\//
<br /> � � , __ 8c MTL FRAMING NOTES
<br /> �i�i��i��i���'������i��i�!�i��i����%��' �J �'�������;���������i����� ,�
<br /> :���i��;i������,������i�;�.��,...��.,:.� •�i\��i�,r
<br /> ....�,;��;.�
<br /> SILL TRACK SAME AS HDR NOTE:
<br /> TRACK WHERE OCCURS HDR TRACK `
<br /> 1 . SEE 2, 3, 6, 7, 1 1 , AND 12/S791 -2 FOR TYPICAL FRAMING INFORMATION.
<br /> TYP CA � BO� T—DOWN CURB DETA � 5 TYPICAL NON—BEARING HEADER CONNECT ON 6 TYPICA � NON—BEARING HEADER CONNECTION � SOUND WA � � SECTION g �
<br /> SCALE ; I I/2"=I '-0" S42 S791 -2 SCALE ; NTS S42 S791 -2 SCALE ; NTS S42 S791 -2 SCALE : 3"=I '-0" S42 S791 -2
<br /> . :.��
<br /> METAL FRAMING NOTES:
<br /> L1 1/2 x � 1/2 x 3/16 W/ '
<br /> 1/2" DIA x 2 WHS AT 12" OC L16 GA x 1 1/2 x 1 1/2 1 . METAL FRAMING USED SHALL CONFORM TO THE SPECIFICATIONS IN ADDITION TO REQUIREMENTS ' �
<br /> TYP (4) SIDES OF OPNG BRIDGE CLIP, TYP .
<br /> NOTED HERE.
<br /> SEE 1 S791 -2 FOR 2. METAL FRAMING AND STRAP BRACING SHALL BE GALVANIZED UNLESS NOTED OTHERWISE
<br /> � 1 1/2" ADA—COMPLIANT �5 x 2'-10" � 12" OC,
<br /> REINF AT FTG LOC (4) SCREWS CONFORMING AS FOLLOWS:
<br /> GRATING PACIFIC DRILL & EPDXY 8" MIN DEPTH 12, 14, 16 GAGE ASTM A653, QUALITY SQUARE GRADE 50, CLASS 1
<br /> 14015 GRATING W/ HILTI HIT—HY200, TYP 18, 20 GAGE ASTM A658, QUALITY SQUARE GRADE 33. �
<br /> ALL SIDES OF FTG (E) CONC SLAB + 3. ALL STUDS AND STUD GROUPS SHALL BE LATERALLY SUPPORTED TO PREVENT WEAK AXIS
<br /> ,� BUCKLING BY CONNECTING EACH FLANGE TO GYPSUM WALLBOARD.
<br /> '�� 4. TRACK SECTIONS SHALL BE UNPUNCHED WITH GAGE MATCHING STUDS.
<br /> . . . . • �_.__.._...,..._....._...._.._............................................. _.................................._..__.......�......_.___; 5. WELDING OF COLD—FORMED METAL FRAMING SHALL CONFORM TO AWS D1 .3 AND SHALL BE ~' '
<br /> • � �„ � A PERFORMED BY WELDERS QUALIFIED TO PRODUCE THE SPECIFIED CLASSES OF WELD.
<br /> � • • • • � : `y = 6. SCREWS TO BE �10 SIZE, UNLESS NOTED OTHERWISE. '
<br /> >---------------�;�,�,�._.�v...._x _.F.._--- m� �:4����, ���;���.--; � 7. WALL F RAM I N G: �
<br /> \�/\�j\�j\�/\� � ''�/�i�`'/���,.;/�'�/`�"��/�;� �����'��/�•,''`�/�/��/,./ wQ
<br /> .��%��!��!%��%� � • • • • � 18 GA BRIDGING 16 GA 1/2 TWO STUD MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF
<br /> �/i;/�� . , „ ALL OPENINGS. SEE DETAIL FOR FRAMWG OF OPENINGS, UNLESS NOTED OTHERWISE.
<br /> C � 4 -0 OC �
<br /> � o ����%�%�!��%�%���%��%�!%�� VERT MAX TYP 8. SEE DETAIL FOR REQUIRED BRIDGING. �
<br /> _ m �,,��,�,. � 9. SEE ARCHITECTURAL FOR WALL LAYOUT AND DIMENSIONS NOT NOTED.
<br /> , . . . � 'Y' � REINFORCEMENT METAL FRAM I �1G NOTES -, :
<br /> �' WIDTH � 2
<br /> LENGTH SCALE ; NTS S42 S791 -2 '
<br /> , „ , „ ����ii���i���i���i i������������������ NOTES:
<br /> 2 —6 2 —6 �i��i��i��r i��������,<�`
<br /> ��' '��� NOTE: '
<br /> �5 x � 12" TYP EA WAY SEE ARCH FOR 1 . BRIDGING IS REQUIRED FOR LOADINGS APPUED BEFORE SHEATHING IS ATTACHED TO BOTH � . ' ' ' . ' "
<br /> 1 '-0" STAINLESS STL LINES 1 . SEE FOOTING SCHEDULE FOR FOOTING SIZE AND REINFORCEMENT. FLANGES. BRIDGING PROVIDES RESISTANCE TO ROTATION CAUSED BY WIND LOADING, AND
<br /> RESISTANCE TO BOTH ROTATIONAL AND MINOR AXIS BENDING CAUSED BY AXIAL LOADING.
<br /> 2. BRIDGING SHALL BE EITHER WELDED OR SCREWED AS SHOWN. 728 134th Street SW � Suite 200
<br /> ISSUED FOR PERMIT �
<br /> � 07. � 3. � 7 Everett. Washington 98204 _
<br /> TRENCH PER I METER SECT I ON g SECT ON AT NEW FOOT I NG � o TYP I CAL BR DG I NG DETA � S � � Ph. 425 741 3800
<br /> SCALE ; I i/2"=i '—o" S42 S791 -2 SCALE : NTS S42 S791 -2 SCALE : NTS www.reidmiddleton.com �
<br /> S42 S791 -2 �Copyright 2017 Reid Middleton, Inc.
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �
<br /> ��IAN c� ACCEPTABILITY E. PENA 07.13.17 W2572915 — 07.13.17
<br /> IRC - WBS 2.2.3,1.4 INTEGRATED PAINT FACILITY W2572915 RMI/PNC 07.13.17 y�oF�vAsql ��, THIS DESIGN AND/OR CHECKED SECTIONS AND DETAILS
<br /> � �� i � `�G� SPECIFICATION IS APPROVED P. CROCKER 07.13.17 SHEET
<br /> Q' Q � � �' ENGINEER TITLE
<br /> BOE,�� � �' � �_,\ APPROVED BY DEPT. DATE P. CROCKER 07.13.17 IRC — WBS 2.2.3.1 .4 INTEGRATED PAINT FACILITY 7 � �� _
<br /> CHECKED S � 9
<br /> r� ��� �~� 6 U I L D I N G 40-056 J°B "o. W2572915 COMP No. �
<br /> s 37358 � 4' APPROVED
<br /> `�' ���RAt, E�����w
<br /> FSSio�,AL ��� �����'` APPROVED STRUCTURAL MASTER EVERETT, Wq owc No. 40-056—S791 -2 �
<br />
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