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STUDS AT <br />I G" O.C. <br />PER 5W <br />SCHEDULE <br />DBL 5TUD <br />MIN W/ 5W <br />EDGE NAILING <br />DOT CHORD <br />TOP PLATE <br />SPLICE PER <br />TYP DETAIL <br />4/S 1 .2 <br />SW EDGE <br />NAILING TO ALL <br />POSTS, TRIM <br />STUDS, KING <br />STUDS <br />—BLKG AT ALL <br />PANEL EDGES <br />W/ SW EDGE <br />NAILING <br />-HOLDOWN <br />PER PLAN <br />TOP CHORD TOP PLATE <br />SPLICE PER TYP DETAIL <br />4/5 I .2 <br />TYPICAL TOP PLATE 5PLIC-lim <br />CAN BE TRIMMER <br />STUD <br />POST PER PLAN / OLDOWN <br />SCHEDULE OR PER PLAN — <br />DBL STUD MIN LNSTALL OVER <br />SHEATHING <br />5HEARWALL i -OPTIONAL: <br />PER PLAN i i i ADD EXTRA STUD TO <br />•lo i i PROVIDE MIN DISTANCE <br />PT SILL PLATE e•la s i i AT CORNER * END COND <br />PER SW SCHEDULE •I• a i i <br />X. <br />°�• ° — — ONT. FRAMING <br />II-- - WHERE OCCURS <br />de® <br />d <br />°! ORNEK OR END <br />OF FOUNDATION <br />FOUNDATION q WERE OCCURS <br />PER PLAN tl/2" M I N <br />@ TY� I CAL L5T D / 5T H <br />INSTALLATION <br />DOUBLE TOP <br />PLATE <br />BEARING STUD <br />FOR HEADER <br />FOR DOUBLE SIDED SHEAKWALLS, <br />hOLE)OWN POST. SEE THE SHEATHING ON EACH FACE <br />HOLDOWN SCHEDULE OR LENGTH OF MUST EXTEND CONTINUOUS <br />PLAN FOR MINIMUM SHEARWALL. BETWEEN HOLDOWN POSTS AS <br />REQUIREMENTS SHOWN. <br />(1) OR (2) <br />A35 TSB PER <br />SCHEDULE <br />- <br />Li ---- --_j- - - <br />HEADER PER PLAN - TIGHT--/ <br />AGAINST EXT SHEATHING <br />(G) I Gd INTO <br />HEADER <br />TRIMMER STUDS <br />PER PLAN <br />------------ <br />WINDOW SILL i <br />PER SCHEDULE i 1 (1) OR (2) <br />A 35 EA SIDE i <br />BOTTOM 11 <br />OF SILL PER <br />PLATE I SCHEDULE i <br />OPENING PER PLAN <br />SW5 5W3 <br />C51G <br />CsG �_ _z <br />\"-TYPE OF HOLDOWN TO BE <br />INSTALLED <br />SHEARWALL DESIGNATION - SEE 5HEAKWALL <br />SCHEDULE FOR FRAMING, NAILING AND <br />ANCHORAGE REQUIREMENTS <br />LATERAL MARKING LEGEND <br />OUBLE BOT PLATE <br />STUDS * SPACING <br />PER PLAN AND <br />GENERAL NOTES <br />KING STUDS <br />PER SCHEDULE - <br />(2)MIN <br />OPENING <br />WIDTH, I=T <br /># KING <br />5TU D5 <br /># .`SILL <br />PLATE5 <br /># Of <br />A3 5'5 <br />C 5 <br />5... 5 <br />2 <br />3 <br />1 <br />2 <br />— <br />1 <br />>9 <br />4 <br />2 <br />2 <br />TYPICAL HEADER fRAMING <br />REF TO WALL SECTIONS <br />q FOR SIZE * SPACING OF <br />WALL KEINF <br />4 <br />.DDITIONAL <br />VERT BAR o <br />d N 0 <br />q � ry <br />� V <br />q <br />4 <br />42 DIA. 42 DIA, <br />2'-0" MIN, 2'-0" MIN. <br />ADDITIONAL <br />VERT BAR \ q <br />q <br />q ' <br />d . q. <br />42 DIA, <br />2'-0" MIN. <br />`--ALTERNATE BAR <br />DIRECTION <br />CORNER BARS TO <br />MATCH SIZE <br />SPACING OF <br />HOKIZ REINF. <br />PANEL ED <br />NAILING PER <br />SCHEDL <br />I Od NAILING PER <br />SW SCHEDULE <br />SW <br />PER PLAN <br />NOTE: <br />DETAILS ON THIS SHEET APPLIED TYPICALLY AND NOT CALLED OUT ON <br />THE PLANS <br />PANEL EDGE <br />NAILING PER <br />✓ SW SCHEDULE <br />R PLAN 5W <br />PER PLAN <br />I Od NAILING PER - <br />SW SCHEDULE <br />PANEL EDGE - <br />NAILING PER <br />SW SCHEDULE <br />SW PER—' <br />PLAN <br />TYPICAL 5HEARWALL <br />I NTE5ECTION <br />GRADE * REINF <br />PER PLAN <br />PREPARATION <br />SLAB ON <br />GRADE � REINF <br />PER FLAN <br />SUB -GRADE <br />PREPARATION <br />wa <br />I Od NAILING PER <br />SW SCHEDULE <br />FIRST POUR <br />#4 x 1 2" DOWEL @ 1 6" O.C. TAPED OR <br />GREASED ONE HALF TO BREAK BOND TO <br />CONCRETE <br />II��III���IIII�IITII�IIIII�IIIII�IIII��IIII��IIIII�IIII��I II��IIIII��IIII��IIII� II VAPOR BARRIER <br />CON5TRUCTION JOINT OMPACTED STRUCTURAL FILL OR <br />COMPETENT NATIVE 501E <br />2OK <br />OLED JOINT OR SAWCUT 8" x 4 D MIN <br />PKEMOLDED JOINT STRIP (ZIP STRIP) <br />---------------------------------------------------- <br />CONTROL JOINT COMPACTED STRUCTURAL FILL OR <br />NOTES: COMPETENT NATIVE SOIL <br />I . PROVIDE CONTROL / CONSTRUCTION JOINTS IN 5LAB5 ON GRADE TO BREAK UP SLAB INTO <br />RECTANGULAR AREAS OF 225 5Q. FT. MAX, NO ACUTE ANGLES <br />2, 5AWCUT TO BE PEKI°ORMED WITHIN 24 HR5. SAWCUT ALONG 5HORT DIRECTION Of POUR <br />F I R5T <br />3. LOCATIONS OF JOISTS TO BE APPROVED BY THE ARCHITECT <br />TYP.--5LAB JOINTS <br />T' vEVERETT <br />EVIEWE'D FOR PERMIT <br />E <br />O <br />E <br />O <br />0 <br />CD <br />0 <br />F-, <br />L) <br />O� <br />LLJ <br />O <br />' A <br />EXP. 07/17/2022 <br />DATE: <br />1 112 112 1 <br />PROJECT #: <br />21-022 <br />TYPICAL <br />STRUCTURAL <br />TAIL® <br />?r,,9A tA,-k M <br />