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HOLDOWN & FASTENER SCHEDULE (HF STUDS) <br />iF <br />HOLDOWN <br />PER PLAN <br />J4 CONT. <br />HOLDOWN <br />PER PLAN <br />HOLDOWN FASTENERS <br />AND WOOD STUDS PER <br />PLAN AND HOLDOWN <br />SCHEDULE <br />EMBEDMENT <br />PER SCHEDULE <br />lk.b <br />L Li <br />d <br />A: STRAP TYPE <br />ISCALE- 3/4' = 1 11-0111 <br />1� EXTERIOR HOLDOWN -SECTION <br />91 <br />LLj <br />Of <br />r) <br />U-1 <br />LLJ <br />cc <br />Ir <br />CL HOWNDOWN IN STUD <br />I„, I I l- <br />ANCHOR ROD <br />DIAMETER PER <br />SCHEDULE <br />NUT/WASHER/NUT <br />SCALE: VIC = 1'-O* <br />F 2-1 SECTION <br />NOTE: HOLDOWN 4X PER PLAN <br />STUDS TO RECEIVE <br />SHEARWALL PANEL <br />EDGE NAILING <br />MSTC48133 <br />>< <br />00 <br />• <br />00, •START NAILS 1 <br />FROM END OF <br />NO NAILS REQ.-,, <-I <br />NOTE: <br />REINFORCING NOT <br />SHOWN FOR <br />CLARITY <br />NI <br />V) <br />STRAP STRAP <br />SW <br />PARTIAL PLAN: SHEARWALL WITH FORCE TRANSFER <br />SCALE: 3/8* = l'-O* <br />FRAMING AT PANEL EDGES <br />PER SHEARWALL SCHEDULE <br />I I _" I -"" <br />CS22 X 48' HEAD/SILL <br />I <br />I I I <br />PANEL EDGE NAILING (P.E.N.) <br />II <br />W/ (36) 10d NAILS <br />I <br />1I I1 <br />ALL EDGES OF ALL SHEETS <br />U.N.O. PER PLAN <br />PER SHEARWALL SCHEDULE <br />BLKG. W/ EDGE NAILING <br />PER SHEARWALL SCHED. <br />PLACE EDGE NAILS INTO <br />POST PER PLAN OR (2) 2X STUDS <br />II II <br />DGE NAILING AT SILL, IV <br />I <br />II II <br />AT ENDS OF SHEAR WALLS. <br />HEAD, KING & TRIM STUDS <br />POST PER <br />HOLDOWN SCHEDULE <br />_IL_ <br />_U <br />_v <br />r <br />HOLDOWN PER PLAN <br />r- 717 -T <br />5 F r <br />7T7_ <br />111 <br />LI <br />STAGGER NAILING AT PLYWOOD JOINTS <br />II 11 <br />'�HEADER PER PLAN <br />II <br />II III <br />11 11 <br />CS22 X 48' HEAD/SILL <br />II <br />W/ (36) 10d NAILS <br />I <br />II <br />U.N.O. PER PLAN <br />PLYWOOD SHEATHING PER <br />11 <br />I <br />BLKG. W/ EDGE NAILING <br />II <br />II IIISHEARWALL <br />111 <br />SCHEDULE - TYPICAL <br />11 <br />PER SHEARWALL SCHED. <br />I <br />I <br />FIELD NAILING (FIN.) - TYP. <br />II 11 <br />GE NAILING AT SILL, <br />l <br />II III <br />11 <br />HEAD, KING & TRIM STUDS <br />POST PER <br />OWN SCHEDULE <br />I HIll- II <br />Mill <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 />N.A. <br />N.A. <br />MST37 <br />(2) 20 <br />(2) 2X6 <br />(22) 16d <br />N.A. <br />N.A. <br />N.A. <br />N.A. <br />RE: <br />MST48 <br />(2) 2X4 <br />(2) 2X6 <br />(34) 16d <br />N.A. <br />N.A. <br />N.A. <br />N.A. <br />1.3, 14, <br />15/81.2 <br />MST60 <br />(2) 20 <br />(2) 2X6 <br />(48) 16d <br />N.A. <br />N.A. <br />N.A. <br />- <br />N.A. <br />LSDTHD8 <br />LSDTH1D8RJ <br />(2) 20 <br />(2) 2X6 <br />(16) 12d <br />STRAP <br />N.A. <br />8 <br />- <br />8" <br />STHD14 <br />STHD14RJ <br />(2) 2X4 <br />(2) 2X6 <br />(24) 12d <br />STRAP <br />N.A. <br />14' <br />- <br />8* <br />RE: <br />11 2/S1.2 <br />12 6.0 <br />HTT22 <br />(2) 2X4 <br />(2) 2X6 <br />(32) 12d <br />5/8- <br />N.A. <br />9 <br />- <br />8" <br />16/81.2 <br />HDU2-SDS2.5 <br />(2) 2X4 <br />(2) 2X6 <br />(6) SIDS 0 <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 <br />1/4X2 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 />11" <br />6" <br />PER 2/81.2 <br />10/S6.0 <br />1, 2, 6 <br />11, 12 <br />HDU8-SDS2.5 <br />4X4 <br />4X6 <br />(20) SDS" <br />7/8" <br />11" <br />8" <br />SHEET S1.2 <br />(30) SDS <br />HDU11-SDS2.5 <br />4X6 <br />6X6 <br />1/4X2 1/2- <br />1" <br />16' <br />8" <br />RE: <br />2/81.2 <br />& <br />(36) SDS <br />HDU14-SDS2.5 <br />4X6 <br />6X6 <br />1/4X21/2' <br />1" <br />16" <br />8" <br />12/81.2 <br />III III III I <br />Mfix <br />01 0.10. HOLDOWN AND FASTENER SCHEDULE NOTES; <br />� � � ( � i cl c NOTE: AT CORNER CO 11 I 1 11 11 11 II I 1 11 BT -SEE 1. HOLDDOWNS SHALL BE AS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY. <br />CONDITIONS, _j 1 6 L HOLDOWN SCHEDULE 2. 16d = 0.162' DIA. X 3 1/2' LONG. <br />44- <br />HOLDOWN STRAP MAY 3. USE HALF THE REQUIRED NAILS IN EACH MEMBER BEING CONNECTED. <br />BE LOCATED AT L L L L HOLDOWN PER PLAN <br />4. SCREWS SHALL BE SDS 1/4' DIA. X 2 1/2* AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. <br />EITHER FACE OF THE FACE NAILS (4) 0.148- DIA. X 3- v v <br />co STEM WALL (12) 0.148' DIA. X 3- BEAM PER PLAN 5. HOLDDOWN ANCHORS SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE. <br />2 7/8- PRE BENT ANCHOR BOLTS - SEE SHEARWALL 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 />SCH�B����'SPACING, IMPACT WRENCHES SHALL NOT BE USED. <br />PLYWOOD/O.S.B. SHEAR PANELS AND 7, HDU HOLDDOWNS SHALL BE INSTALLED CENTERED ALONG THE WIDTH OF THE ATTACHED POST. <br />8. RE: NOTES SEC110N 06100 "ROUGH FRAMING' FOR THE REQUIRED POST SPECIES AND GRADE. <br />9. BUNDLED STUDS PER DETAIL 18/51.2. <br />10. STRAP TIE HOLDOWNS. NAIL STRAPS FROM BOTTOM UP. INSTALL WITH STRAP MATE "NO WET STCKING. <br />SCALE: 3le = 1'-0" SCALE: 3/8- - 1 11-on TYPICAL DETAIL FOR SHEARWALL W/ 11. ANCHOR BOLT HOEDOWNS SHALL BE ASTM A307 OR A36 STEEL ANCHOR HEAD REQUIRES NUT/WASHER NUT PER 2/51.2 <br />EXTERIOR HOLDOWN -ELEVATION 7 HOLDOWN AT EXTERIOR FORCE TRANSFER AROUND WINDOW OPENINGS 10 HOLDOWN &FASTENER SCHEDULE <br />SHEARWALL SHEARWALL <br />ADDED STUD FOR ADDED STUD FOR f RE: PLAN RE: PLAN <br />HD TYPE HOEDOWNS HOLDOWN PER PLAN HD TYPE HOEDOWNS HOLDOWN PER PLAN STRAP TYPE L STRAP L <br />(COUNTERSINK) ABOVE & BELOW FLOOR (COUNTERSINK) HOLDOWN PER SAW CUT IN PLY TO RE: PLAN OVER <br />CL OF STUD L PLAN ACCEPT STRAP AT SHEATHING <br />BEAM PER PLAN INTERIOR HOLDOWN NAILING HOEDOWN NAIUNG R <br />�3) 10d % RE: HOLDOWN HOLDOWN SCHEDULE <br />FLOOR JOISTS/RIM TYP.) ¢ SCHEDULE <br />-cc <br />PER PLAN o cyZD <br />x <br />cn <br />CD <br />II 11 :Z¢ w__j <br />fa- C) C) <br />cn <br />% <br />JOIST <br />PER PLAN <br />BUNDLED STUDS <br />BLKG. 0 WALL LINE <br />j <br />SCHEDULE <br />'14 SCHEDULE <br />PL 5 X 5 X 3/8 MID.) LLI RE: HOLDOWN BUNDLED STUDS <br />RE: HOLDOWN <br />WOOD POSTS PER FASTENERS PER BEND STRAP UNDER STRAP SHEARWALL <br />SCHEDULE 1O/S1.3------__SCHEDULE 10/S1.3 JOIST/BEAM RE: PLAN OVER RE: HOLDOWN SCHEDULE <br />SHEATHING FOR ADDITIONAL INFO. RE.- PLAN NOTE: <br />SHEARWALL SHEATHING NOT PROVIDE 1 5/8- MIN. END RE: HOLDOWN SCHEDULE <br />RE: PLAN PROVIDE 1 5/8- MIN. END SHOWN FOR DISTANCE FOR STRAPS FOR ADDITIONAL INFO. <br />DISTANCE FOR STRAPS CLARITY <br />SCALE: 3le = 1'-0' SCALE: 3/4- = 1'-0" SCALE: 3/4- = 1 I -on SCALE: 3/4- = 1 9_O* SCALE: 3le = 1'-0' <br />11 TYPICAL HOLDOWON FLOOR TO FLOOR 112l TYPICAL HOLDOWN TO BEAM 191 HOLDOWN DETAIL 14 INTERIOR HOLDOWN 15 EXTERIOR HOLDOWN <br />LSTA18 <br />HOLDOWN PER PLAN MST60 AT INSIDE FACE OF STUDS <br />SEE DETAILS 10 AND 14 THIS <br />SHEET <br />7 SEE 5/S6.0 AND BEARING WALL <br />FINISH GRADE SCHEDULE NOTE6. <br />A <br />n 4 74 " r%l A V 7* k1f% Ok <br />Lv <br />10 <br />11 A35F <br />� O <br />PEN STAGGERED two H2.5 <br />•Je- A35F <br />MTS1 2 <br />8" Simpson Strong -Tie <br />Stud to Bond Joist <br />1141 <br />SCALE: 3/4" V-01' SCALE: NONE SCALE: 1'=1 -Of# PS41 8 <br />HOLDOWN AT EXTERIOR PONY WALL 17J NOT USED 18 TYPICAL MULTIPLE STUD ATTACHMENT NOT USED 20 TYP. 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