Laserfiche WebLink
PT SILL PLATE, 2x MIN AT TYPICAL <br />WALLS, PLATE WIDTH SHALL EQUAL <br />STUD WIDTH, TYP. <br />FOUNDATION PER PLAN & <br />TYP DETAILS <br />, /u �1"" ?LATE ANCHOR BOLTS AT SPACING PER <br />SHEARWALL SCHED (4'-0" O.C. MAX ELSEWHERE). <br />PROVIDE 3" x 3" x 0.229" PL WASHERS AT ALL ANCHOR <br />BOLTS (OR SLOTTED OVERSIZED PLATE WASHERS <br />PER THE NOTES). PROVIDE MINIMUM OF (2) A.B. PER <br />SILL PLATE. <br />SILL BOLTS <br />EPDXY ANCHORS PER SN, 5" MIN EMBEDMENT <br />NOTES <br />1. SET SILL PLATE FOR EVEN BEARING. PLACE MORTAR UNDER PLATE WHEN GAP EXCEEDS <br />2. SEE SHEAR WALL HEDULE FOR BOLT SPACING AT SHEAR WALLS. <br />■.. GALVANIZED3. USE ONLY HOT CONNECTORS <br />_. AND FASTENERS <br />PRESSURE TREATEDWOOD, D STRUCTURAL OFOR ADD'- INFORMATION. <br />4. THIS DETAIL DOES NOT APPLY TO HOLDOWN ANCHORS, SEE DETAIL ELSEWHERE. <br />5. POST -INSTALLED ANCHORS SHALL BE INSTALLED PER MFR's RECOMMENDATIONS AND <br />IAL INSPECTION. SEE STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. <br />6REQUIRE• - BOLTS REQ'D TO MAINTAINDISTANCE IN WOOD,R <br />DISTANCE IN CONCRETE. "EDGE DISTANCE" a ' « BOLT TO NEAREST <br />MATERIAL.FACE OF <br />7. HOLE IN PL WASHER MAY BE DIAGONALLYR WITH MAX SLOT <br />EXTENDPROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN PLATE WASHER AND NUT. AT <br />SHEAR WALLS ALL PLATE WASHERS SHALL TO EDGE OF THE <br />BOTTOM PLATE ON THE SHEATHED SIDE. WHERE BOTH SIDES ARE SHEATED, SLOTTED FULL <br />SIZE ER PLATES REQUIRED. <br />TYP2i,/OOD WALL SILL ANCHORS <br />SWEP AND HOLDOWN PER <br />PLAN & TYP DETAILS <br />STUD EA SIDE w/ 12d @ 6" <br />O/C TO SWEP, STAGGER <br />�2t_E PLATES OF <br />EN (FOR N-S WALL), <br />STAGGER BETWEEN SHEATHING PER PLAN <br />SWEP STUDS, TYP AND SCHED <br />EN (FOR E-W WALL) <br />TEE ISIM Cu) CONTINUE SHEATHING <br />EXTERIOR CORI�ERI THROUGH TO FAR EDGE <br />OF SWEP, TYP <br />12d @ SPACING EQ TO EN <br />(OF E-W WALL), STAGGER <br />EN (FOR N-S WALL), <br />STAGGER BETWEEN 0 <br />SWEP STUDS, TYP z <br />EN (FOR E-W WALL) <br />SHEARWALL ENDPOST <br />AND HOLDOWN PER PLAN <br />& TYP DETAILS <br />INTERIOR CORNER <br />TYIP WOOD WALL INTERSECTIONS <br />AT INTERSECTIONS, <br />LAP TOP PLATES AND <br />NAIL w/ (4) 16d <br />STRUCT WAIL STUD <br />ALLOWABLE <br />HOLE ZONE <br />MAX HOLE DIA = 2 1/4" TYP, <br />NO HOLES WITHIN V-6" OF <br />TOP OR BOT OF STUD <br />CENTER OF <br />u0 EITHER FACE BEARING, TYP <br />MIN DIST BETWEEN ANY TWO <br />CL HOLES = 6" <br />MAX HOLE DIA = SMALLER OF <br />/ H/5 OR U-6" TYP <br />m <br />L/4 <br />L/4 <br />I <br />L/4 <br />L <br />V. <br />NOTES <br />STUD WALL 1. NO "NOTCHING" PERMITTED OF ANY WOOD MEMBER. <br />2. ALLOWABLE HOLES THROUGH PRE-ENGINEERED PRODUCTS <br />(SUCH AS 1-JOISTS) SMALL BE AS PERMITTED BY MFR. <br />3. WHERE PROPOSED PENETRATION WOULD NOT CONFORM TO <br />THIS DETAIL, SUBMIT TO ENGINEER FOR REVIEW (3) DAYS MIN <br />PRIOR TO DRILLING. ANY ADDITIONAL REINFORCING REQUIRED TO <br />ACCOMMODATE THE NON -CONFORMING PENETRATION SHALL BE <br />PROVIDED AT NO ADDITIONAL EXPENSE TO THE OWNER. <br />4. HOLE LOCATIONS AND SIZE LIMITATIONS SHOWN FOR WALL <br />STUDS SHALL ALSO APPLY FOR HORIZONTAL WALL PLATES. <br />TYP WOOD HOLES THROUGH WOOD <br />AMBERS <br />1 1 /2" = V-10" <br />FAN <br />BEAM OR DBL JOIST — <br />SOLID BLOCKING — <br />W/3-3d TOENAILS <br />TO FA JOIST OR <br />RIM JOIST <br />PLATE FASTENING: 16d <br />16" O.C. <br />ALIGN STUDS BELOW JOISTS <br />BLOCK BEAMS INTO <br />WALL TOP & BOTTOM <br />BC POST CAP TYPICAL <br />AT BEAMS EXCEPT IN <br />JOIST SPACE <br />DOUBLE <br />BLOCKING AT <br />POSTS <br />16" MIN. <br />(3) 16d <br />TYPICAL DETAIL <br />I <br />TYPICAL STUD TO GOLF: <br />2-16d END NAILS OR 4-3c <br />TOENAILS I <br />BLOCKING TO <br />PLATE 3d@6" <br />TOENAIL <br />TYPICAL <br />TOP PLATE <br />TO STUD: <br />2-16d END <br />NAILS <br />16d @16" O.C. OR <br />PER SHEAR WALL <br />DETAILS <br />LSTA 21 WHERE <br />PLATE IS <br />INTERUPTED <br />CONTINUE POSTS AND MULT. <br />TYP STUD WALL FRAMING DETAILS <br />3/411 m i f-Olf <br />CMSTC16 w/ (24) 16d �\ <br />SINKER NAILS EA SIDE OF <br />INTERRUPTED TOP PLATE <br />0 0 0 0 0 0 0 0 0 0 <br />0 0 0 0 0 0 0 0 0 0 0 <br />a <br />STUD WALL & <br />TOP PLATE PER <br />TYP DETAILS---,)--,,,/ 7 <br />0ED GLB BEYOND, <br />PER PLAN <br />POST PER PLAN. TOP <br />OF POST = BOT OF <br />GLULAM BEAM <br />GRID <br />I <br />I <br />TYP BEAM TO COST <br />PROVIDE A35 OR LTP5 CLIPS PER DBL TOP PL <br />SW SCHED TO STRUCTURE (LION) PER TYP <br />EN STAGGERED TO TOP ABOVE PER TYP DETAILS DETAILS <br />PLATES <br />° SHTG PER STRUCT <br />®I NOTES <br />SWEP PER PLAN & DETAILS ° ° <br />SHTG PANEL <br />FIELD NAILING @ 12" O/C, ° <br />© JT, TYP ALIGN STUDS DIRECTLY <br />® UNDER ROOF FRAMING, <br />EN AT SWEP. WHERE SWEP IS TYP EXCEPT WHERE <br />BUILT-UP FROM MULTIPLE STUDS, £ ° MOTES UNEQUAL SPACING, TYP. <br />STAGGER NAILS BETWEEN ALL 1. SEE SW SCHED FOR EDGE NAILING (EN) <br />STUDS BUT SPACE NO GREATER- °W®° AND PLATE NAILING (PN) SIZE &SPACING: <br />2. PROVIDE 1/8GAP BETWEEN ADJACENT <br />THAN 6" O/C TO EA STUD PANELS, TYP. <br />3, WHEREVER EDGE NAIL (EN) SPACING IS <br />24" MIN PANEL WIDTH AND / OR HT LESS THAN 4" O/C, EACH ROW OF NAILS <br />SHALL BE STAGGERED INTO TWO ROWS. THE <br />DISCONTINUOUS SHEATHING CENTERLINES OF THESE TWO ROWS SHALL <br />AT SW IS TO BE AVOIDED BE OFFSET BY 1/2" MIN. ALSO MAINTAIN 3/3" <br />WHEN POSSIBLE MIN EDGE DISTANCE FROM CL OF NAIL TO <br />EDGE OF PANEL AND EDGE OF FRAMING <br />_ MEMBER. SEE TYP STAGGER DTL <br />3 ELSEWHERE. JAMB STUDS PER <br />AT MULTIPLE -STUDS, SISTER ° ®) ® 4. SHTG PANELS MAY BE INSTALLED SCHEDULE <br />FA STUD PER THE STRUCT ° VERTICALLY OR HORIZONTALLY. <br />NOTES & SW SCHED ° ° ° ° "® 5. WHERE DBL SILL OR SOLE PLATE USED, <br />SISTER UPPER PL TO LOWER PL w/ PN PER <br />° SW SCHED; STAGGER EN EVENLY BETWEEN CRIPPLE AND JAMB STUDS <br />® ®® PLATES. <br />EN EA SIDE OF PANEL <br />PER SCHEDULE. TOTAL <br />JOINTS, TYP ° CRIPPLE+JAMB BUILT-UP <br />s <br />POST PER SCHEDULE IS <br />° <br />® BLOCK ALL SW SHEATHING MINIMUM, SEE PLANS FOR <br />° EDGES W/ FLAT 2x4 LARGER SIZES WHERE <br />HOLDOWN PER PLAN REQ'D. SISTER EACH PIECE <br />® SHEARWALL EN FA SIDE OF PLY JT, W/ 10d AT SPACING PER <br />2x OR 3x SILL PLATE ° PROVIDE 3x WHERE REQUIRED PER SHEARWALL SCHEDULE, X <br />AS REQUIRED BY s 0/C MAX <br />SW SCHED SW SCHED. WHERE (2) 2x MEMBERS <br />AT CONTRACTORS OPTION: , ARE USED IN LIEU OF 3x, SISTER PER <br />COUPLER NUT & THREADED PN (N/A @ FNDN) THE STRUCT NOTES & SW SCHED. <br />°w <br />ROD FOR MISPLACED ANCHOR, s ® EN PER SW SCHED <br />MAX 5-DEG OUT -OF -PLUMB <br />°-if L <br />PROVIDE HDG NAILS AT <br />PT SILL PLATE NOTE: THIS DETAIL <br />APPLIES AT <br />BEARING HOLDOWN ANCHOR SHEARWALLDS ONLY. <br />PER PLAN & TYP DETAIL FLOOR BN PER THE STRUCT <br />NOTES (N/A @ FNDN) <br />TYP SHEARWALL <br />m � - :R <br />DETAILTYP <br />HEADER FRAMING <br />3/4" = 1,o®rr <br />DAL STUD (MIN.) STUDS TO FOUNDATION 0R <br />BELOW BEAMS SUPPORTING BEAM <br />NOTE: SEE IBC TABLE 2304.9.1 FOR OTHER FASTENING REQUIREMENTS. <br />ROOF FRAMING OR <br />BEARING BEAM <br />SILL PLATE <br />HEADER PER SCHEDULE. <br />TYPE <br />HEADER <br />CRIPPLES <br />JAMB <br />SILL QTY <br />H1 <br />HF#2 4x6 <br />(1)2x6 <br />(2)2x6 <br />(1)2x6 <br />H2 <br />HF2 4x8 <br />(1)2x6 <br />(2)2x6 <br />(1)2x6 <br />SILL (QTY PER <br />SCHEDULE) TYP. T&B <br />OF OPENING N0 <br />SPLICE. <br />FOUNDATION PER <br />PLAN &TYP DETAILS <br />Lu <br />co <br />OD <br />ry <br />�iO co <br />00 <br />CD <br />El tisl <br />SILL BOLTS PER <br />TYP DETAILS <br />� U <br />_ <br />® o <br />n, <br />Digit®a1="—Seal <br />Applied to PDF <br />Job No: 15060 Date: 8123/17 <br />File No: <br />Drawn By: BAnclersen <br />Checked By: JKing <br />Issued for: BID <br />DETAILSWOOD FRAMING <br />© copyright KNl: 2017 <br />