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HOEDOWN &FASTENER SCHEDULE (HF STUDS) <br />HOEDOWN � <br />PER PLAN <br />HOEDOWN FASTENERS CL HDU IN STUD <br />AND WOOD STUDS PER <br />PLAN AND HOEDOWN <br />SCHEDULE <br />EMBEDMENT <br />PER SCHEDULE � PER SCHmI <br />EMBEDMENT <br />° <br />ip 9ip <br />Fa z <br />Of <br />I � <br />•,, 111 .,, I,j11 I I ,III, <br />if <br />14 CONT. w i <br />d <br />1-� m i <br />a a <br />e. Q <br />e - � .& - , <br />A: STRAP TYPE B: HOLDOWN <br />scni£ a/a• - f-o' <br />10 EXTERIOR HOEDOWN -SECTION <br />NOTE: HOLDOWN <br />STUDS TO RECEIVE <br />SHEARWALL PANEL <br />EDGE NAILING <br />SCALE: 3/4" = 1'-0" <br />2 <br />4X PER PLAN <br />CL HOWNDOWN IN STUD <br />ANCHOR ROD <br />DIAMETER PER <br />SCHEDULE <br />- NUT/WASHER/NUT <br />SECTION <br />•o <br />.. MSTC48133 <br />>< • • <br />Q.. <br />co .. <br />o .. <br />NAILS 1 <br />to <br />FROM END OFNO NAILS REQ.�(START <br />NOTE: AT CORNER <br />CONDITIONS, <br />HOEDOWN STRAP MAY <br />BE LOCATED AT <br />EITHER FACE OF THE FACE NAILS <br />STEM WALL (12) 0.148" DIA. X 3" <br />EXTERIOR HOEDOWN -ELEVATION <br />ADDED STUD FO <br />HD TYPE HOLDO <br />(COUNTERSINK) <br />WOOD POSTS PE <br />SCHEDULE 10/S <br />SOWN PER PLAN <br />►E & BELOW FLOOR <br />F STUD <br />R JOISTS/RIM <br />PLAN <br />ENERS PER <br />DOLE 10/51.3 <br />scnLt a/a' - f-o• <br />11 TYPICAL HOLDOWON FLOOR TO FLOOR <br />HOLDOWN PER PLAN <br />z <br />FINISH GRADE -�11, <br />� MST60 AT INSIDE FACE OF STUDS <br />SEE DETAILS 10 AND 14 THIS <br />SHEET <br />SEE 5/56.0 AND BEARING WALL <br />SCHEDULE NOTE #6. <br />SCALE: 3/4" = 1'-O" <br />7 <br />BEAM PER P <br />HOEDOWN AT EXTERIOR <br />ADDED STUD FOR <br />HD TYPE HOLDOWI <br />(COUNTERSINK) <br />SCALE: 3/4' = 1'-0' <br />12 <br />NOTE: <br />REINFORCING NOT <br />SHOWN FOR <br />CLARITY <br />DIA. X 3" <br />T <br />PER PLAN <br />;R PLAN <br />3/8" <br />TYPICAL HOEDOWN TO BEAM <br />0 <br />z <br />00 <br />0 <br />Q <br />0 <br />a <br />z <br />SCALE: 3/8" = 1'-0" <br />V <br />JOIST <br />PER PLAT' <br />(TYP.) <br />BEND ST <br />JOIST/BE <br />SCALE: 3/4' = 1'-0' <br />13 <br />STRAP <br />STRAP <br />Ir SW - <br />PARTIAL PLAN: SHEARWALL WITH FORCE TRANSFER <br />SCALE: 3/8" = 1'-0" <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 PER <br />HOLDOWN SCHEDULE <br />STAGGER NAILING AT PLYWOOD JOINTS <br />PLYWOOD SHEATHING PER <br />SHEARWALL SCHEDULE - TYPICAL <br />FIELD NAILING (F.N.) - TYP. <br />POST PER <br />H=OWN SCHEDULE <br />I I II I I N II I I II � BST -SEE <br />_ - J LEI L - L HOLDOWN SCHEDULE <br />It <br />L L L HOLDOWN PER PLAN <br />ANCHOR BOLTS -SEE SHEARWALL <br />PLYWOOD/O.S.B. SHEAR PANELS AD MBMOR SzE, SPAgNG, <br />TYPICAL DETAIL FOR SHEARWALL W/ <br />FORCE TRANSFER AROUND WINDOW OPENINGS <br />SHEARWALL -� <br />RE: PLAN <br />SAW CUT IN PLY TO <br />ACCEPT STRAP AT <br />INTERIOR <br />J I� <br />HOEDOWN DETAIL <br />0.131" DIA. X 3" LONG 0 <br />/ ! R"C1 f _ CTAr.r.M n <br />LINE <br />CD N <br />Z =J 77 <br />O <br />< Z <br />F- t_ <br />J <br />Q <br />cr <br />w <br />STRAP <br />RE: PLAN OVER <br />SHEATHING <br />SHEARWALL -- <br />RE: PLAN <br />SCALE: 3/4" = 1'-0" <br />14 <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 />(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 />LSDTHDB <br />LSDTHD8RJ <br />(2) 2X4 <br />(2) 2X6 <br />(16) 12d <br />STRAP <br />N.A. <br />- <br />8" <br />- <br />8" <br />STHDI4RHD14R J <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 />$« <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 />(10) SDS If <br />1 /4X2 1 /2 <br />5/8„ <br />1" <br />6" <br />HDU5-SDS2.5 <br />(2) 2X4 <br />(2) 2X6 <br />(14) SDS „ <br />1/4X2 1/2 <br />5/8„ <br />11" <br />6" <br />PER 2/51.2 <br />10/86.0 <br />1, 2, 6 <br />12 <br />SHEET S1.2 <br />HDU8-SDS2.5 <br />04 <br />4X6 <br />(20) SDS„ <br />1 /4X2 1 /2 <br />7 / 8" <br />11" <br />8"11, <br />(30) SDS„ <br />HDU1i-SDS2.5 <br />4X6 <br />6Xfi <br />1 /4X2 1 /2 <br />1" <br />16„ <br />8" <br />RE: <br />2/S1.2 <br />(36) SDS" <br />HDU14-SDS2.5 <br />4X6 <br />6X6 <br />1 /4X2 1 /2 <br />1" <br />16" <br />8" <br />12/S1.2 <br />HOEDOWN AND FASTENER SCHEDULE NOTES; <br />1. HOIDDOWNS 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' A5 MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. <br />5. HIXDDOWN 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 HOLDDOWNS 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 11E HOEDOWNS NAIL STRAPS FROM BOTTOM UP, INSTALL WITH STRAP MAZE 'NO WET STq(ING'. <br />11. ANCHOR BOLT HOEDOWNS SHALL BE ASTM A307 OR A36 S1EEEl.. ANCHOR HEAD REWIRES NUT/WASHER NUT PER 2/51.2, <br />10 HOEDOWN & FASTENER SCHEDULE <br />SHEARWALL <br />RE: PLAN <br />STRAP <br />RE: PLAN OVER <br />�HOLDOWN NAILING SHEATHING HOLDOWN NAILING <br />RE: HOEDOWN HOEDOWN SCHEDI <br />SCHEDULE <br />a <br />0 <br />� N <br />Z --� <br />W Q <br />J Z <br />a O <br />Z <br />V-- 1 <br />(! y <br />BUNDLED <br />RE: HOEDOWN STUDS o BUNDLED STUDS <br />SCHEDULE RE: HOEDOWN <br />SCHEDULE <br />RE: HOEDOWN SCHEDULESHEARWALL <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 ADDITIONAL INFO. <br />DISTANCE FOR STRAPS CLARITY <br />SCALE: 3/4" = 1'-0" <br />INTERIOR HOEDOWN 15 EXTERIOR HOEDOWN <br />LSTA18 <br />ec�a <br />A. <br />PEN SiRIXERm two <br />00 J. <br />•� Stud o Bond Joist st8' Simpson 54anJ- <br />SCALE. 3/4" V-0 NONE SCALE.toSCALE. Psste <br />El 6: HOEDOWN AT EXTERIOR PONY WALL 17 NOT USED 18 TYPICAL MULTIPLE STUD ATTACHMENT E9 NOTUSED 20 TYP. HOEDOWN -STUD TO JOIST <br />0 <br />.CO <br />rn <br />0 <br />Z <br />CO <br />o <br />co <br />Lo <br />co <br />` 2 <br />� <br />C6 <br />� <br />o <br />C <br />C <br />.-) <br />W <br />� <br />1-i <br />v <br />-6 <br />o <br />co <br />:z <br />C\2 <br />-+L_-� <br />0 <br />0 <br />U) <br />C\2 <br />Q <br />to <br />coo <br />0 <br />to <br />0203 <br />0r- <br />to <br />o <br />o <br />to <br />( <br />to <br />M <br />M <br />d- <br />w <br />a <br />m <br />o <br />o <br />a <br />W <br />� <br />r- <br />� <br />O <br />J <br />.M <br />U <br />0 <br />U <br />� <br />W <br />cn <br />W <br />zaa <br />a <br />cn <br />o <br />a <br />0 <br />O <br />U <br />o <br />W <br />cr <br />O <br />W <br />W <br />a. <br />= <br />0 <br />W <br />X <br />m <br />W <br />CL <br />v <br />W <br />Zz <br />