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HOLDOWN & FASTENER SCHEDULE (HF STUDS) <br />HOEDOWN HOLDOWN <br />PER PLAN <br />PER PLAN <br />HOLDOWN FASTENERS CL HDU IN STUD <br />AND WOOD STUDS PER Ilk <br />PLAN AND HOLDOWN ° <br />SCHEDULEEMBDMENT° <br />° EMBEDMENT <br />° PER SCHEDULE <br />PER ES SCHEDULE ° ° <br />#4 CONT. <br />licp <br />0 <br />I_I , ,111- <br />A: STRAP TYPE <br />SCALE: 3/4" = l'-0" <br />HOLDOWN <br />PER PLAN - CL OF STUD <br />HOLDOWN FASTENERS <br />AND WOOD STUDS PER ° <br />PLAN AND HOLDOWN ° <br />SCHEDULE °° EMBEDMENT <br />° PER SCHEDULE <br />° <br />d a a c <br />a a.. <br />e v d n' A14 a. a <br />a a a <br />Ii;,,lll- II <br />SCALE: 3/4" = l'-0" <br />INTERIOR HOLDOWN <br />ADDED STUD FO <br />HD TYPE HOLDO <br />(COUNTERSINK) <br />WOOD POSTS P[ <br />SCHEDULE <br />OWN PER PLAN <br />(E & BELOW FLOOR <br />F STUD <br />,R JOISTS/RIM <br />PLAN <br />_NERS PER <br />DOLE <br />SCALE: 3/4" = l'-0" <br />11 TYPICAL HOLDOWN FLOOR TO FLOOR <br />HOLDOWN IN STUD <br />w <br />p a <br />II a. <br />a' <br />I I —I 11 �I d a <br />ANCOR ROD <br />o a , A, DIAMETER PER <br />m ° `4SCHEDULE <br />W — a' <br />I I —I a a <br />NUT/WASHER/NUT <br />I , 111- NOTE: <br />REINFORCING NOT <br />SHOWN FOR <br />CLARITY <br />SCALE: 3/4" = l'-0" <br />4X PER PLAN <br />MSTC48B3 <br />X <br />0 <br />0 <br />START NAILS 1 <br />NO NAILS REQ. � FROM END OF <br />FACE NAILS <br />(12) 0.148" DIA. X 3" <br />SCALE: 3/4" = l'-O" <br />BEAM PER P <br />HOLDOWN AT EXTERIOR <br />ADDED STUD FOR <br />HD TYPE HOLDOWNS <br />(COUNTERSINK) <br />SCALE: 3/4" = l'-0" <br />12 <br />INSTALL WASHERS <br />BETWEEN BOLT NUT <br />WOOD & SNUG TIGF <br />SCALE: 3/4lt = 1'-0" <br />16 NOT USED 17 <br />DIA. X 3" <br />T <br />PER PLAN <br />PLAN <br />�Y <br />TYPICAL HOLDOWN TO BEAM <br />SECTION <br />moomm>,. <br />K MU <br />STRAP STRAP <br />sw <br />PARTIAL PLAN: SHEARWALL WITH FORCE TRANSFER <br />SCALE: 3/8" = l'-0" <br />p <br />Q <br />w <br />0 <br />m <br />z <br />FRAMING AT PANEL EDGES <br />PER SHEARWALL SCHEDULE <br />PANEL EDGE NAILING (P.E.N.) <br />ALL EDGES OF ALL SHEETS <br />PER SHEARWALL SCHEDULE <br />PLACE EDGE NAILS INTO <br />POST PER PLAN OR (2) 2X STUDS <br />AT ENDS OF SHEAR WALLS. <br />POST & HOLDOWN PER <br />HOLDOWN SCHEDULE <br />HOLDOWN PER PLAN <br />STAGGER NAILING AT PLYWOOD JOINTS <br />PLYWOOD SHEATHING PER <br />SHEARWALL SCHEDULE - TYPICAL <br />FIELD NAILING (F.N.) - TYP. <br />POST & HOLDOWN PER <br />HOLDOWN SCHEDULE <br />10 19 <br />S1. S1. <br />HOLDOWN BOLT - SEE <br />HOLDOWN SCHEDULE <br />'� II II <br />ANCHOR BOLTS - SEE SHEARWALL <br />PLYWOOD/O.S.B. SHEAR PANELS SCHEDULE FOR SIZE, SPACING, <br />AND EMBEDMENT <br />SCALE: 3/8" = l'—o" TYPICAL DETAIL FOR SHEARWALL W/ <br />Lc FORCE TRANSFER AROUND WINDOW OPENINGS <br />SHEARWALL <br />RE: PLAN <br />STRAP TYPE <br />HOEDOWN PER SAW CUT IN PLY TO <br />PLAN ACCEPT STRAP AT <br />INTERIOR —� <br />JOISTS <br />PER PLAP <br />(TYP.) <br />BEND S1 <br />MULT. J( <br />PF"P PI A <br />HEADER PER PLAN <br />I <br />CS16 X 48" HEAD/SILL <br />( <br />W/ (44) 10d NAILS <br />U.N.O. PER PLAN <br />BLKG. W/ EDGE NAILING <br />I) <br />PER SHEARWALL SCHED. <br />II <br />DGE NAILING AT SILL, <br />I II <br />HEAD, KING & TRIM STUDS <br />II III <br />I <br />II I <br />r <br />IT <br />_r <br />TJ <br />1 � <br />i <br />IHEADER <br />PER PLAN <br />III II <br />CS16 X 48" HEAD/SILL <br />II III <br />W/ (44) 10d NAILS <br />U.N.O. PER PLAN <br />BLKG. W/ EDGE NAILING <br />PER SHEARWALL SCHED, <br />II II <br />DGE NAILING AT SILL, <br />I II <br />HEAD, KING & TRIM STUDS <br />MIN. <br />�L <br />( <br />JL <br />SCALE: 3/4" = l'-O" <br />13 <br />10d @ 6"O.C. STAGGERED <br />(.148"DIA. X 3" LONG) <br />ri <br />D. <br />PEN STAGGERED <br />SCALE: NONE <br />1 g TYPICAL MULTIPLE STUD ATTACHMENT <br />_INE <br />� N <br />Z J <br />J'7 <br />Z <br />n O <br />Q Z <br />N <br />Q <br />cy <br />w <br />STRAP <br />RE: PLAN OVER <br />SHEATHING <br />SHEARWALL - <br />RE: PLAN <br />SCALE: 3/4" = l'-0" <br />14 <br />ALT. LOCATION <br />STRAP TYPE <br />SCALE: 3/4" = l'-0" <br />19 <br />HARDWARE <br />WOOD MEMBER/POST <br />FASTENER <br />ROD <br />ANCHOR <br />EMBEDMENT <br />STEM <br />DETAIL <br />TYPE <br />DIAMETER <br />(MINIMUM) <br />2X4 WALL <br />2X6 WALL <br />STEM <br />THICKENED <br />STEM <br />THICKENED <br />FOOTING <br />SLAB <br />CS16 <br />2X4 <br />2X6 <br />(26) 8d <br />N.A. <br />N.A. <br />- <br />N.A. <br />- <br />N.A. <br />M ST37 <br />(2) 2X4 <br />(2) 2X6 <br />(22) 16d <br />N.A. <br />N.A. <br />- <br />N.A. <br />- <br />N.A. <br />MST48 <br />(2) 2X4 <br />(2) 2X6 <br />(34) 16d <br />N.A. <br />N.A. <br />- <br />N.A. <br />- <br />N.A. <br />RE: <br />4, 15/S1.3 <br />M ST60 <br />(2) 2X4 <br />(2) 2X6 <br />(48) 16d <br />N.A. <br />N.A. <br />- <br />N.A. <br />- <br />N.A. <br />CM ST14 <br />4X6 <br />(2) 2X6 <br />(66) 16d <br />N.A. <br />N.A. <br />- <br />N.A. <br />- <br />N.A. <br />CMST12 <br />06 <br />06 <br />(74) 16d <br />N.A. <br />N.A. <br />- <br />N.A. <br />- <br />N.A. <br />STHD14 <br />(2) 2X4 <br />(2) 2X6 <br />(30) 10d <br />STRAP <br />N.A. <br />- <br />14" <br />- <br />8" <br />6" <br />RE: <br />1, 2/S1.3 <br />HDU2-SD52.5 <br />(2) 2X4 <br />(2) 2X6 <br />(6) SDS <br />1/4X2 1/2" <br />5/8„ <br />11" <br />HDU4-SDS2.5 <br />(2) 2X4 <br />(2) 2X6 <br />1/4X2 1 /2" <br />5/8" <br />lilt <br />6" <br />HDU5-SDS2.5 <br />(2) 2X4 <br />(2) 2X6 <br />(14) SDS <br />1 /4X2 1 /2" <br />5/8" <br />ROD & <br />11" <br />RE: <br />6" <br />RE: <br />NUT/WASHER NUT <br />PER 2/S1.3 <br />2,12/S1.3 <br />(20) SDS" <br />HDU8-SDS2.5 <br />04 <br />4X6 <br />1/4X2 1/2 <br />7/8„ <br />11" <br />8" <br />(30) SDS <br />HDUll-SDS2.5 <br />4X6 <br />6X6 <br />1/4X2 1/2" <br />1„ <br />16" <br />8" <br />" <br />HDU14-SDS2.5 <br />4X6 <br />6X6 <br />1/4X21/2SDS " <br />1 <br />16" <br />8- <br />2,12/S1.3 <br />MSTC48B3 <br />(2) 2X4 <br />(2) 2X6 <br />(12) 10d FACE, (4) 10d BOTTOM, (38) 10d STUDS/POST <br />RE: <br />7/S1.3 <br />HOLDOWN AND FASTENER SCHEDULE NOTES; <br />1. HOLDOWNS SHALL BE AS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY. <br />2. 16d = 0.162" DIA. X 3 1/2" LONG. <br />3. USE HALF THE REQUIRED NAILS IN EACH MEMBER BEING CONNECTED. <br />4. SCREWS SHALL BE SDS 1/4" DIA. X 2 1/2" AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. <br />5. HOLDDOWN ANCHORS SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE. <br />6. ANCHOR BOLT NUT SHALL BE FINGER -TIGHT PLUS 1/3 - 1/2lt TURN WITH HAND WRENCH. CARE SHALL BE TAKEN TO NOT OVER -TORQUE THE NUT. <br />IMPACT WRENCHES SHALL NOT BE USED. <br />7. HDU HOLDOWNS SHALL BE INSTALLED CENTERED ALONG THE WIDTH OF THE ATTACHED POST. <br />8. RE: NOTES SECTION 06100 "ROUGH FRAMING" FOR THE REQUIRED POST SPECIES AND GRADE. <br />9. BUNDLED STUDS PER DETAIL 18/S1.3. <br />10. STRAP TIE HOLDOWNS. NAIL STRAPS FROM BOTTOM UP. INSTALL WITH STRAP MATE "NO WET STICKING". <br />11, ANCHOR BOLT HOLDOWNS SHALL BE ASTM A307 OR A36 STEEL. ANCHOR HEAD REQUIRES NUT/WASHER NUT PER 2/S1.3. <br />10 HOLDOWN FASTENER SCHEDULE <br />HOLDOWN NAILING <br />HOLDOWN SCHEDU <br />BUNDLED STUDS <br />RE: HOLDOWN <br />SCHEDULE <br />711 <br />RE: HOLDOWN SCF <br />FOR ADDITIONAL INFO. <br />PROVIDE 1 5/8" MIN. END SHEATHING NOTSHOWN FOR <br />DISTANCE FOR STRAPS CLARITY <br />INTERIOR HOEDOWN <br />BOLT T""r' <br />STRAP <br />BOLT TYPE <br />ALT. LOCATION <br />ALT. LO <br />NOTE: <br />SEE 20 THIS SHEET FC <br />NAILING DETAILS <br />-STRAP TYPE <br />r BOLT TYPE <br />NOTE: <br />HOLDOWNS AND � <br />PER PLAN AND S <br />HOLDOWN PLACEMENTS <br />SHEARWALL <br />RE: PLAN <br />STRAP <br />RE: PLAN OVER <br />SHEATHING <br />HOLDOWN NAILING RE: — <br />J <br />Q <br />HOLDOWN SCHEDULE <br />c� <br />� <br />Z <br />J <br />N <br />J <br />Q <br />Z <br />Q <br />O <br />Z <br />a <br />cy <br />BUNDLED STUDS —� <br />RE: HOLDOWN <br />SCHEDULE <br />SHEARWALL <br />RE: PLAN <br />* PROVIDE 1 5/8" MIN. END <br />NOTE: <br />DISTANCE FOR STRAPS <br />RE: HOEDOWN SCHEDULE <br />FOR ADDITIONAL INFO. <br />SCALE: 3/4" = l'-O" <br />15 EXTERIOR HOLDOWN <br />P.E.N. —, F.N. <br />F.N. <br />P.E.N. <br />PEN. <br />F.N. <br />ADD STUD IF NO <br />EXTERIOR A.P.A. SHEAI <br />NAILING NOTATIONS: <br />P.E.N. = PANEL EDGE <br />F.N. =PLATE NAILING <br />F.N. <br />F.N. =FIELD NAILING <br />�- PL.N. <br />NOTE: <br />NAILING SHALL BE PER <br />AND SHEARWALL SCHE[ <br />SCALE: 3/4" = 1'-0" <br />20 STRUCTURAL WALL INTERSECTIONS <br />rn <br />0 <br />cc <br />U Q) <br />Q) <br />Z � <br />cc <br />0 <br />0 <br />� o <br />W <br />o C\2 <br />Lo <br />'Z� <br />U Lo <br />0 <br />z C'2 <br />0 o <br />U <br />S <br />N <br />A <br />N <br />o <br />oo <br />u_j <br />0 <br />00 <br />N <br />In <br />w <br />� <br />CD <br />z <br />0 <br />CD; <br />W <br />a <br />CO <br />m <br />Q <br />w <br />a <br />z <br />f <br />w <br />c <br />n�M <br />O <br />`,V <br />• <br />o <br />�V^ <br />V1 <br />O <br />Ow <br />r!1 <br />O�l <br />ATV <br />W <br />� <br />W <br />