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HOEDOWN &FASTENER SCHEDULE (HF STUDS) <br />S12 <br />HOEDOWN IT <br />HOEDOWN PER PLAN <br />PER PLAN HOEDOWN FASTENERS CL HDU IN STUD <br />AND WOOD STUDS PER <br />PLAN AND HOEDOWN <br />SCHEDULEEUBEDMENT <br />EMBEDMENT� PER SCHmI <br />PER SCHmULE <br />i <br />#4 CONT. <br />A: STRAP TYPE <br />:1 <br />B: HOLDOWN <br />scnlL J/a' = f-o' <br />1� EXTERIOR HOEDOWN -SECTION <br />0 <br />NOTE: HOLDOWN <br />STUDS TO RECEIVE <br />SHEARWALL PANEL <br />EDGE NAILING <br />00 <br />o <br />, <br />U <br />� <br />di, <br />oLLJ <br />m <br />AL <br />M <br />- <br />LLJ <br />Tr <br />SCALE: 3/4" = 1'-0" <br />2 <br />4X PER PLAN <br />HOWNDOWN IN STUD <br />�- ANCHOR ROD <br />DIAMETER PER <br />SCHEDULE <br />�- NUT/WASHER/NUT <br />SECTION <br />� •o <br />' �' MSTC48133 <br />x . OL, <br />Q . . <br />co <br />o .: <br />.I•. START NAILS 1 <br />00 <br />FROM END OF <br />NO NAILS REQ. � _ • • _ I <br />NOTE: AT CORNER I. <br />CONDITIONS, • <br />HOLDOWN STRAP MAY • • <br />BE LOCATED AT <br />EITHER FACE OF THE FACE NAILS <br />STEM WALL 1 (12) 0.148" DIA. X 3" <br />EXTERIOR HOEDOWN - ELEVATION <br />ADDED STUD F01 <br />HD TYPE HOLDO' <br />(COUNTERSINK) <br />WOOD POSTS PI <br />SCHEDULE 10/S <br />OWN PER PLAN <br />'E & BELOW FLOOR <br />F STUD <br />R JOISTS/RIM <br />PLAN <br />ENERS PER <br />DULE 10/51.3 <br />SCALE 3/4' = 1'-0' <br />11 TYPICAL HOLDOWON FLOOR TO FLOOR <br />HOLDOWN PER PLAN MST60 AT INSIDE FACE OF STUDS <br />SEE DETAILS 10 AND 14 THIS <br />SHEET <br />t <br />FINISH GRADE - SEE 5/S6.0 AND BEARING WALL <br />� SCHEDULE NOTE #6. <br />SCALE: 3/4" = 1'-0" <br />NOTE: <br />REINFORCING NOT <br />SHOWN FOR <br />CLARITY <br />HOEDOWN AT EXTERIOR <br />ADDED STUD FOR <br />HD TYPE HOLDOW <br />(COUNTERSINK) <br />SCALE: 3/4" = 1'-0` <br />12 <br />DIA. X3" <br />T <br />PER PLAN <br />R PLAN <br />„ ..., 11.3/8" <br />TYPICAL HOEDOWN TO BEAM <br />STRAP <br />STRAP <br />SW <br />PARTIAL PLAN: SHEARWALL WITH FORCE TRANSFER <br />SCALE: 3/8" = 1'-0" <br />FRAMING AT PANEL EDGES <br />PER SHEARWALL SCHEDULE <br />r <br />LLJ <br />I <br />I <br />I I I I I IZ <br />HEADER PER PLAN I I <br />I) I I <br />PANEL EDGE NAILING (P.E.N.) <br />I I I l I I <br />CS22 X 48" HEAD/SILL I <br />I( I <br />ALL EDGES OF ALL SHEETS <br />W/ (36) 10d NAILS I <br />I i j 1 <br />PER SHEARWALL SCHEDULE <br />o <br />II II II <br />U.N.O. PER PLAN <br />II II <br />(j <br />BLKG. W/ EDGE NAILING I I <br />I I <br />PLACE EDGE NAILS INTO <br />PER SHEARWALL. SCHED. I <br />I <br />I ( <br />POST PER PLAN OR (2) 2X STUDS <br />I I 1 I I I <br />DGE NAILING AT SILL, <br />( j I ( <br />AT ENDS OF SHEAR WALLS. <br />j <br />HEAD, KING & TRIM STUDS <br />I <br />I <br />I <br />I <br />POST PER <br />11 I I I I( <br />11 I I I I j <br />I l i I I <br />HOLDOWN SCHEDULE <br />! II III <br />II I I I III. <br />I II 11 II II I <br />11 I <br />I II <br />- -J I--L_ <br />I I <br />-I L- - <br />11 I <br />,_ J L, - <br />HOLDOWN PER PLAN <br />- -1 ff --- <br />r- - --I r -I r - - -r- <br />Q <br />w <br />STAGGER NAILING AT PLYWOOD JOINTS <br />III <br />I I I <br />I - HEADER PER PLAN I <br />I I I 1 I I <br />III I I I <br />I CS22 X 48" HEAD/SILL <br />I I( I I I <br />I I ( I <br />1 W/ (36) 10d NAILS <br />PLYWOOD SHEATHING PER <br />U.N.O. PER PLAN <br />BLKG. W/ EDGE NAILING <br />I ! III <br />SHEARWALL SCHEDULE - TYPICAL <br />III <br />I ! I I <br />II <br />I PER SHEARWALL SCHED. I <br />III <br />( <br />FIELD NAILING (F.N.) - TYP. <br />l I l I I l <br />i DGE NAILING AT SILL, <br />j I <br />HEAD, KING & TRIM STUDS <br />I I <br />POST PER <br />OWN SCHEDULE <br />ip <br />10 <br />�' <br />II I I I III <br />II <br />cn <br />I! III <br />II <br />I I II 11 II II I I <br />II <br />B T - SEE <br />HOLDOWN SCHEDULE <br />u L L L L <br />° HOLDOWN PER PLAN <br />v <br />ANCHOR BOLTS - SEE SHEARWALL <br />PLYWOOD/O.S.B. SHEAR PANELS <br />SCHEDULE FOR SIZE, SPACING, <br />AND EMBEDMENT <br />SCALE: 3/8" _ 1'-0" I i rILHL Ut I HIL f UR 31111HR VVHLL YV/ <br />8� FORCE TRANSFER AROUND WINDOW.OPENINGS <br />SHEARWALL � <br />RE: PLAN <br />STRAP TYPE <br />HOEDOWN PER SAW CUT IN PLY TO <br />PAN ACCEPT STRAP AT <br />3) 1 Od INTERIOR � <br />lam•) Q <br />0 <br />x <br />Z <br />W Q <br />J z <br />� O <br />4 Z <br />K <br />F- 1 <br />� Y <br />Jasr <br />���� BLKG. 0 WALL LINE a <br />w <br />BEND STRAP UNDER STRAP � <br />JOIST/BEAM RE PLAN OVER <br />SHEATHING <br />SHEARWALL <br />RE PLAN <br />SCALE: 3/4' = 1'-0' SCALE: 3/4' = 1'-0" <br />13 HOEDOWN DETAIL , 14 <br />0.131" DIA. X 3" LONG <br />/ R"(? r RTACnFRFD <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 />--- <br />STEM <br />THICKENED <br />STEM <br />THICKENED <br />2X4 WALL <br />2X6 WALL <br />FOOTING <br />SLAB <br />CS16 <br />2X4 <br />2X6 <br />(28) 8d <br />N.A. <br />N.A. <br />- <br />N.A. <br />- <br />N.A. <br />MST37 <br />(2) 2X4 <br />(2) 2X6 <br />(22) 16d <br />N.A. <br />N.A. <br />- <br />N.A. <br />- <br />N.A. <br />RE: <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 />13, 14, <br />15/S1.2 <br />MST60 <br />(2) 2X4 <br />(2) 2X6 <br />(48) 16d <br />N.A. <br />N.A. <br />- <br />N.A. <br />- <br />N.A. <br />LSDTHD8 <br />(2) 2X4 <br />(2) 2X6 <br />(16) 12d <br />STRAP <br />N.A. <br />- <br />8" <br />- <br />8" <br />LSDTHD8RJ <br />STHD14 <br />STHD14RJ <br />(2) 2X4 <br />(2) 2X6 <br />(24) 12d <br />STRAP <br />N.A. <br />- <br />14„ <br />- <br />8" <br />RE: <br />1, 2/S1.2 <br />12/S6.0 <br />HTT22 <br />(2) 2X4 <br />(2) 2X6 <br />(32) 12d <br />5/8" <br />N.A. <br />- <br />g" <br />- <br />8" <br />16/S1.2 <br />HDU2-SDS2.5 <br />(2) 2X4 <br />(2) 2X6 <br />(6) SDS „ <br />1 /4X2 1 /2 <br />5/8" <br />NUT/WASHER NUT <br />11" <br />RE: <br />6" <br />RE: <br />HDU4-SDS2.5 <br />(2) 2X4 <br />(2) 2X6 <br />1(10) D " <br />14X2 1/2 <br />5/8" <br />11" <br />6" <br />HDU5-SDS2.5 <br />(2) 2X4 <br />(2) 2X6 <br />(14) SDS <br />1 /4X2 1/2" <br />5/8" <br />„ <br />11 <br />6" <br />PER 2/81.2 <br />10/S6.0 <br />1, 2, 6 <br />11, 12 <br />SHEET S1.2 <br />HDU8-SDS2.5 <br />4X4 <br />4X6 <br />(20) SDS1/4X2 1/2" <br />7/8" <br />11" <br />8" <br />HDU11-SDS2.5 <br />4X6 <br />6X6 <br />(30) SDS „ <br />1 /4X2 1 /2 <br />1" <br />16" <br />8" <br />RE: <br />2/51.2 <br />& <br />12/51.2 <br />HDU14-SDS2.5 <br />4X6 <br />6X6 <br />(36) SDS <br />1/4X21/2" <br />1" <br />16" <br />8" <br />HOEDOWN AND FASTENER SCHEDULE NOTES; <br />1. HOLDDOWNS 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. HOLDDOPoT! ANCHORS SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE. <br />6. ANCHOR BOLT NUT SHALL BE FINGER -TIGHT PLUS 1/3 - 1/2' TURN WITH HAND WRENCH. CARE SHALL BE TAKEN TO NOT OVER -TORQUE THE NUT. <br />IMPACT WRENCHES SHALL NOT BE USED. <br />7. HDU HOIDDOWNS 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 18/51.2 <br />10. STRAP TIE HOtDOWNS. NAIL STRAPS FROM BOTTOM UP. INSTALL WITH STRAP MATE "NO WET STOKING". <br />11. ANCHOR BOLT HOEDOWNS SHALL BE ASTM A307 OR A36 STEEL ANCHOR HEAD REQUIRES NUT/WASHER NUT PER 2/S1.2 <br />10 HOEDOWN & FASTENER SCHEDULE <br />SHEARWALL <br />RE: PLAN <br />STRAP <br />RE: PLAN OVER <br />�HOLDOWN NAILING SHEATHING HOEDOWN NAILING <br />RE: HOLDOWN HOEDOWN SCHEDL <br />SCHEDULE <br />0 <br />x <br />� N <br />c� <br />z � <br />w <br />� z <br />4 CD <br />Of <br />N y <br />BUNDLED STUDS <br />RE HOLDOWN <br />BUNDLED STUDS <br />SCHEDULE RE: HOEDOWN <br />SCHEDULE <br />RE: HOLDOYN SCHEDULE SHEARWALL <br />FOR ADDITIONAL INFO. RE: PLAN <br />* PROVIDE 1 5/8' MIN. END NOTE. - <br />SHEATHING NOT DISTANCE FOR STRAPS RE HOEDOWN SCHEDULE <br />PROVIDE 1 5/8' MIN. END SHOWN FOR FOR ADDiiIONAL INFO. <br />DISTANCE FOR STRAPS CLARITY <br />SCALE: 3/4' = 1'-0" <br />INTERIOR HOEDOWN 15 EXTERIOR HOEDOWN <br />LSTA18 <br />ccla <br />1LC-IlibL_�. nJsr <br />STAGGERED <br />u E7 <br />d °0 <br />P�+ sraca�n 'w� <br />Simpson Strong-Tie <br />Stud io eona Joist <br />SCALE: <br />3/4" - -o ,� 5 <br />scnic: xa�c sun�:i'=if-a' asaie <br />16 HOEDOWN AT EXTERIOR PONY WALL 17 NOT USED 18 TYPICAL MULTIPLE STUD ATTACHMENT E19 NOT USED 20 TYP. HOEDOWN -STUD TO JOIST <br />rn <br />0 <br />00 <br />(3 <br />.� <br />Z <br />w <br />CO <br />o <br />a) <br />LO <br />(U <br />co <br />N <br />C\2 <br />LJ <br />0 <br />U <br />Z <br />CQ <br />4-j <br />CO <br />o <br />07 <br />C�2 <br />0 <br />IFrm <br />%ch, <br />w <br />Q <br />o <br />0 <br />0 <br />0 <br />LO <br />0� <br />� <br />`• o <br />� <br />r- <br />V) <br />(1),l <br />M <br />dN- <br />M <br />crf <br />o <br />CL <br />w <br />� L0 <br />W <br />o <br />Q <br />v <br />0 <br />0 <br />� <br />W <br />V)z <br />0 <br />W <br />CD <br />a <br />Q <br />cn <br />0 <br />o <br />W <br />O <br />o- <br />Z <br />o <br />w <br />m <br />( <br />I- <br />w <br />q <br />U <br />V) <br />Q <br />c� <br />o <br />CL <br />w <br />z-4- <br />1-) <br />N <br />