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, _ <br /> i;; <br /> ,, <br /> 4 <br /> i . <br /> (,...,' II <br /> UND <br /> ' SAHL <br /> 1201 First Avenue South, Suite 310 <br /> EXTERIOR/BEARING/SHEAR WALL STUDS EXTERIOR/BEARING /SHEAR WALL STUDS Seattle, Washing <br /> ton NOT FASTEN IN 98134 <br /> Stud 'Max Depth of Edge Cut Min Stud Depth Stud Min Depth Remaining STRAP & FASTENING 206-402-5156 wwwlundopsahl.Com <br /> Max Diameter of Hole P g HOLE AREA("D" + 2 1/4") <br /> EDGE SAW CUT 11 //� /// ��� size or Notch Remaining Size After Boring PER TABLE - REINFORCING AT TOP PLATES PENETRATION <br /> I O\P��O��S 2x4 7/8" 2 5J8" 2x4 1 3/8" 5/8" EA SIDE OF HOLE Plate Hole Diameter <br /> �P�' ��� 2x6 1 3/8" 4 1/8" 2x6 2 1/8" 5/8" EA SIDE OF HOLE Size "D" Inches <br /> Strap <br /> CIRCULAR NOTCH \0� OF�O Notes: Notes: \ 2x4 NO STRAP REQUIRED <br /> 0" < "D" < 1" Engineer's Stamp <br /> S�J� Q BORED HOLES ARE TO BE SPACED 1. No cutting or notching is allowed in shear wall 1. Borings shall not be made at the same section where cut <br /> 1" < "D" < 2 1/4" CMSTC16 WITH (8) 16d SINKERS EA SIDE OF HOLE, <br /> compression studs. or notch has been made. a EA SIDE OF PL(2 STRAPS TOTAL) <br /> AT LEAST A STUD WIDTH FROM A -- <br /> CUT OR NOTCH 2. No cutting or notching is allowed in shear wall plates 2. No holes are allowed in shear wall compression studs. 2x6 0" < "D" < 1 NO STRAP REQUIRED <br /> V NOTCH �,(�� except as allowed in x/Sx.xx&x/Sx.xx. 3. No holes are allowed in shear wall plates except as Plan View 3 J4„ A. �A <br /> �p�P allowed in x/Sx.xx&x/Sx.xx. <br /> O/ - �,� <br /> 1 3/4" < "D" < 3 5/8" CMSTC16 WITH (13) 16d SINKERS EA SIDE OF HOLE, <br /> EQ TOP OR BOTTOM EA SIDE OF PL(2 STRAPS TOTAL) — <br /> O�Q(� PLATES -- HOLE 2x8 0 < "D" < 2 1 2" NO STRAP REQUIRED 3rWAYW �I��� <br /> LET-IN NOTCH / lyrkv <br /> w <br /> ��� G B ORED HOLES ARE TO BE SPACED NON-BEARING WALL STUDS NON-BEARING WALL STUDS ° ° ° ° ° ° ° ° • CMSTC16 WITH (14) 16d SINKERS EA SIDE OF HOLE, ,• 24234 �t' <br /> AT LEAST TWICE THE DIAMETER ° ° ° ° ° i ° ° ° ° \ 2 1 " < " „ < <br /> Stud Max Depth of Edge Cut' Remaining + J2 D 4' T <br /> p gMin Stud Depth Stud Min Depth ° ° ° ° ° ° ° ° ° ° ° ° ° EA SIDE OF PL OF THE LARGEST HOLE (2 STRAPS TOTAL) �. '_��N w <br /> �`Z` Max Diameter of Hole /!. <br /> ��Q G Size or Notch Remaining Size After Boring 2x10 NO STRAP REQUIRED `•f0 AL E <br /> �\� 2x4 1 3/8" 2 1/8" 2x4 2" 5/8" EA SIDE OF HOLE CENTER STRAPS) 0" < "D" < 3" <br /> ON PLATES, TYP Elevation View CMSTC16 WITH (21) 16d SINKERS EA SIDE OF HOLE, <br /> 2x6 2 1/8" 3 3/8" 2x6 3 1/4" 5/8" EA SIDE OF HOLE 3" < "D" < 6" EA SIDE OF PL(2 STRAPS TOTAL) <br /> Notes: <br /> 1. Borings shall not be made at the same section where Project Title <br /> cut or notch has been made. <br /> -7 SILL PLATES TO FOLLOW SAME <br /> SPACING & SIZE AS NOTED IN <br /> VERTICAL STUDS, TYCO P <br /> Allowable Holes and Notches in Wood Studs <br /> OD <br /> TypicalScale: Reinforcing at Bearing/Shear Wall Plate Penetration , C <br /> Scale: <br /> VI <br /> (M) <br /> PER SCHED <br /> k <br /> FRAMING CONT SHEAR WALL <br /> WHERE OCCURS 7.3 <br /> X -- ---♦ FASTENERS ^ ` <br /> LDOWN SCHEDULE APPLY PANEL EDGE <br /> PER SCHEDULE W <br /> NAILING PER SW SCHED <br /> Framing Attachment Anchorage OVER FULL HEIGHT OF • <br /> Fasteners STUDS ATTACHED TO / HOLDOWN <br /> 'i <br /> Mark M (SDS 1/4 x 2 1/2) D Anchor Type Embed HOLDOWN. NAILING / PER PLAN i 0 <br /> MAY BE DEI : BUSTED <br /> HDU2-AB 3" 6 9" SB 5/8x18 1' 6" OVER IPLE ,.;. . ' C S CoHDU4 AB 3" 10 9" SB 5/8x18 1' 6" I X 0 <br /> 00 <br /> HDU8-AB 4 1/2" 20 11" SB 7/8x24 1' 6" _1 1 L <br /> O •a) 01 <br /> A T.O. CONCRETE �, Q <br /> Qi <br /> • — <br /> r. s <br /> - 4) - <br /> +., <br /> m co <br /> MIN (2) #4 AT TOP m (\J <br /> CO <SEE CONC DETAILS N W <br /> FOR ADDL INFO SB BOLT PER SCHEDULE Project Information <br /> NOTES: <br /> INSTALL ALL HOEDOWNS PER MANUFACTURER'S INSTRUCTIONS. <br /> 1. w/NUT-WASHER-NUT <br /> 2. PLACEMENT OF ALL ANCHORS IS BASED ON CAST-IN-PLACE INSTALLATION, UNO. POST-INSTALLED ANCHORS SHALL NOTTBBE INSTALLED WITHOUT EMBEDMENT <br /> Project No. 18-098-01 <br /> PRIOR APPROVAL OF ENGINEER OF RECORD. 5 PER SCHEDULE <br /> 3. "M" INDICATES MINIMUM DEPTH OF WOOD FRAMING MEMBER ATTACHED TO HOLDOWN.ALL FRAMING MEMBERS SHALL : DOUGLAS-FIR, NO. <br /> i Checked By BB <br /> 4. "D" INDICATES MINIMUM DISTANCE FROM END OF CONCRETE WALL/FOOTING AT CORNER AND WALL END CONDITIONS. RE R • EV' ONII <br /> AND SECTION FOR PLACEMENT DETAILS. UNLESS NOTED OTHERWISE: THE DISTANCE FROM ANY ANCHOR TO THE END OF CONCRETE l' - <br /> Issue <br /> WALL/FOOT1NG SHALL BE NO LESS THAN TWICE THE EMBEDMENT DEPTH NOTED IN THE SCHEDULE. ' D • : e, ,i n <br /> PERMIT SET 12/21/2018 <br /> 011 <br /> T • Ica Holdown Schedule Typical Holdown - Anchor Bolt 3\ CITY RESPONSE#1 03/29/2019 <br /> SCa 4" _ 4" <br /> 5\ <br /> // <br /> 0 : e: 1 " = 1'-!' �� <br /> / CITY RESPONSE#2 05/31/2019 <br /> %\ <br /> _1/-_ A34 - CUT BACK SHEATHING AT WASHER, TYP SHEATHING PER PLAN <br /> �3 ' <br /> (2) 2x4 EA END, BUILD UP PER MINIMUM <br /> 4x BLKG, FASTEN TO TRUSS CHORD TOP CHORD OF ROOF TRUSS - (2) 10d @ 6" OC <br /> FASTENING SCHED PER 56.01, TYP w/(4) 10d EA END, TYP <br /> -i - - =_ `„ i=i <br /> II 0/ II ii linir/ <br /> (2) 2x4 @ I I I I <br /> il <br /> PERPENDICULAR WALL ----. I P1000 VERT BRACE, TYP; MIN (2) BRACES I <br /> \ EA DIRECTION, MIN (1) BRACE EA SIDE 5 MECH EQUIP BY OTHERS / <br /> 2x4 @ 12" OC i > : / <br /> / 1/2"0 LAG SCREW <br /> il <br /> • <br /> 77 <br /> ///////////////////////%////%/////%////////�i//////%//%///%' / ' <br /> / Department Approval <br /> 2 [ do / <br /> -ice 2in <br /> / / <br /> RCKW3 w/ 1/2"0 TITEN <br /> j / <br /> HD <br /> SCREW ANCHOR EA / / <br /> END OF WALL / 300 / <br /> / / M441/4 ,/ <br /> AmiTYP i qX <br /> MECH EQUIP BY OTHERS i - / <br /> VERT TRANSVERSE BRACE PER PLAN; <br /> 56.03 i 3 <br /> / ' LONGITUDINAL BRACE SIMILAR <br /> SLAB ON GRADE / Sheet Title <br /> PER PLAN m j�j f j /�////"Z/7/ i <br /> - = • <br /> STRUCTURAL <br /> - 1/2"0F1554GR36RODEASIDE, P1354EAEND, TYP WOOD DETAILS <br /> 1 . d <br /> 11 1 <br /> 7L <br /> i i EA END; (4)TOTAL CHANNEL PER PLAN <br /> 1 l I I 1 I Ill I 1 1 1-- <br /> i <br /> __ _ � _ NOTE: <br /> - 1. CONTRACTOR TO VERIFY WITH ENGINEER PRIOR TO CONSTRUCTION. <br /> , ' - I I . 1 I— I j 1 1 ( III I I -- --. <br /> 9 Detail at Shower Wall Typical Partial Plan at Equipment Support Typical Mechanical Equipment Support Sheet Number <br /> 10 <br /> CD pp <br /> Scale: 1 1/2 = 1 -0 Scale: 1/2" = 1'-0" � Scale: 1 1/2" = 1'-0" <br /> — — <br /> S6 . 03 <br />