Laserfiche WebLink
a, <br /> TOP PLATE PER I3/SO6 SHEAR <br /> A L1 <br /> TO <br /> CHME AIL MEMBER <br /> ATHING <br /> HALFO CRIPPLE STUDS TO SHEAR WALL SCHEDULE TO EACH MEMBER w/HALF OF <br /> SHEATHING NAILS MATCH WALL STUDS (IN ACCORDANCE w/ANSI/AFBPA SDPWS-2015 SECTION 4.3) -I __T. I ` Updated 1202021 <br /> a <br /> STRAP HOLD DOWN PER PLAN - MINIMUM w1DTH OF NAILED <br /> CRIPPLE FACE OF FRAMING® ANCHORAGE TO CONCRETE WIL STRAP <br /> OVER SHEATHING <br /> ♦ PANEL ADJOINING PANE LEDGES SEISMIC WIND <br /> STUDS NOT <br /> NAIL STRAP OVER SHEATHING • WALL SHEATHING EDGE <br /> REQ'D IF ® MUDSILL FACE NAILING FRAMING CLIPS ® CAPACITY CAPACITY - <br /> ALT.STRAP LOCATION � TYPE � NAILING <br /> !�� HEADER PER PLAN LESS THAN 24" \ I PLATE ® © ', - - - <br /> SOLIDBLOCKING BELOW SINGLE BUILT-UP h/b=2 h/b 2 <br /> \ MEMBER MEMBER ANCHOR BOLTS MUDSILL ANCHORS h/b=35 h/b=3.5 -BUILT-UPSTUDS CS16x3 ' <br /> PANEL EDGE NAILING A35 @ 27"oc FULL HEIGHT or <br /> se'O @ 60"oc MASAP 52"oc 240-p1f 240.p1f <br /> HEADER PER PLAN - P1-6 1 SIDE 8"oc 2x 2z 2x 8'oc @ <br /> 6"STRAPS @ - _ - _- LTP4 @ 27"oc 194-pif 194-plf <br /> W INDOW CORNERS A35 @ 18"oc d <br /> (APPLY OVER SHEATHING) P14 1 SIDE 4"ac 2x 2x 2x 4"oc ar s 350-pif 350-pif <br /> e'O @ 46"oc MASAP @ 36"oc <br /> I 284-pif 284-pif <br /> I -- ADD'L FULL _. LTP4 BEAM PER PLAN(NO l __ _._ 2x HEADER @OPENING HEIGHT STUD A35 @ 14'oc <br /> i W/(2)12d TOENAILS PI-3 1 SIDE 3"oc 3X (2)2x 2x 3"oc or s 450.plf 450-pif <br /> TOP PLATE AT SIM) e'O @ 36"oc MASAP @ 28"oc 366-pif 366-pit <br /> '. EA.END STUDS PER PLAN - - _ LTP4 @ 14"oc I <br /> A35 @ r:"oc <br /> 2x4 FLAT BLOCKING W/12d @ 8"oc ►'r\T <br /> 1 FASTENED TOGETHER Pi-2 1 SIDE 2"oc 3X (2)2x 2z 2"oc or ss''O @ 20"oc MASAP @ 18"oc 590-p1f 820-p1f 1 L <br /> BEHIND STRAP [(1)2x U.O.N.] LTP4@72"oc 478-p1f 669-pif � <br /> A35 @ 18"ac ENGINEERING J P2-4 2 SIDES 4"oc 3x (2)2x 3x (2)Rows,4"oc and se•'O @ 28"oc MASAP @ 15"oc 700-pif 700-p1f <br /> �.I LTP4 @ 18"oc 568-plf 568-PH ""........... ..�w..,,,z <br /> A35 @ 14"oc <br /> P2-3 2 SIDES 3"oC 3X (2)2x 3x (2)Rows,3"oc and 0 @ 22"oc MASAP @ 11"oc -plf N <br /> 20 see 900-pif 900 <br /> 19 1$ LTP4 @ 14"oc 733-p1f 733-pif <br /> _ A35 @ 8"oc q <br /> ------ P2 2 2 SIDES 2"oc 3x � (2)2x 3x (2)Rows,2"oc and see 1180.p1f 1840.PIf <br /> 0 @ 12"oc MASAP @ 7"oc <br /> LTP4 @ 8"oc 957-p1f 1338-p1f <br /> ' (2)2x STUD-NAIL 12d @ 6"oc SHEAR WALL SCHEDULE NOTES <br /> SHEATHING TO EACH Ir (FACE NAIL PER 1/806 (SECTION 4.3.7.1.1) <br /> MEMBER w/HALF OF @ SHEAR WALLS) r "OSB or Is "PLYWOOD SHEATHING OR SIDING EXCEPT GROUP 5 SPECIES.MINIMUM PANEL SPAN RATING OF(24/0).PANELS SHALL NOT BE LESS THAN 4'x8',EXCEPT p <br /> SHEATHING NAILS •.z""srn.em. <br /> To E STUD-NAIL SHEATHING AT BOUNDARIES AND CHANGES IN FRAMING.ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. " <br /> SHEATHING NAILS osscaTSET are <br /> i <br /> TO EACH MEMBER w/HALF OF venNa asr cemmo:s' •SOLID BLOCKING BELOW <br /> / ® (SECTION 4.3,7.1.2.8 SECTION 4.3.7.1.3) <br /> i BUILT-UP STUDS - - - <br /> i - \ PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES.NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS <br /> STRAP HOLD DOWN - 7 STUD SPACING SHALL BE 16"oc.SHEATHING NAILS SHALL BE 0.131"0 x 2 @ 12"oc.MAXIMUM <br /> PLYWOOD EDGE NAILING SHALL BE STAGGERED.NAILS SHALL BE LOCATED AT LEAST <br /> STRAP HOLD DOWN PER PLAN PER PLAN NAIL STRAP j FROM THE PANEL EDGES. <br /> WRAPPED AROUND BEAM- OVER SHEATHING <br /> ' NAIL STRAP OVER SHEATHING TOP CHORD SPLICE x <br /> I <br /> -- BOTTOM CHORD SPLICE MIN INTERMEDIATE NAILING(12"oc) <br /> i11 i <br /> ------4'-0"MIN.BETWEEN SPLICES / <br /> MIN I PANEL EDGE NAILING PER SCHEDULE(STAGGERED) <br /> ®(SECTION 4.3.7.1.4) <br /> -LOCATE SPLICE @CENTERLINE <br /> THE MINIMUM NOMINAL WIDTH <br /> H OF HE NAILED FACE OF W <br /> OF VE FRAMING AND BLOCKING RT.STUD TYP. G AT ADJOINING PANE <br /> L EDGES SHA <br /> LL BE AS INDICATED IN THE SCHEDU <br /> LE. <br /> SINGLE_MEMBER (FLATVNSE) <br /> BEAM PER PLAN <br /> / P ER® <br /> _ JJ <br /> 4 I <br /> _ 1 - STUD,PLATE,BLOCKING,RIM PER® <br /> CONT.TOP PLATE PER <br /> -5 14 13 OR OTHER FRAMING MEMBER <br /> - ---- - _ <br /> 131SO6 <br /> FASTEN TO NAILING CONT.TOP PLATE PER q // \ <br /> HEADER W/12d @ 6"oe PANEL EDGE NAILING <br /> HEADER PANEL EDGE g ® ® 3 <br /> / q" <br /> PER PLAN 13/SO6 FASTEN TO ADJOINING PANEL EDGES <br /> r \ HEADER W/12d @ 6"oc TOP PARTY WALL PER PLAN- 0 <br /> SHEATHING 8 NAILING AT BUILT-UP PARTY WALL PER PLAN UP MEMBER <br /> a z CS16x36"STRAP HEADER PER PLAN CONTINUES • <br /> ug (BLOCK BEHIND) \\\ AT SIM PER® <br /> SHEAR WALL EDGE- STUD,PLATE,BLOCKING,RIM, J <br /> m a NAILING FACENAIL PER 1/S06 @ OR OTHER FRAMING MEMBER ® J <br /> SHEAR WALLS C <br /> \ I EXTERIOR WALL ti \ Q o _ <br /> 2x , PER PLAN till ® I m <br /> CRIPPLE <br /> STUDS @ - y <br /> " L <br /> 16"oc \ 1 'M <br /> HEADER AT '!' <br /> UJ <br /> ADJACENT <br /> 2x CRIPPLE ADJOINING PANEL EDGES <br /> UNTATSIM4 <br /> STUDS @ 16"oc � ADJOINING PANEL EDGES CD <br /> CZ EE <br /> PANEL EDGE LLl <br /> EXTEND NAILING FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF 1'z'. U <br /> / STRAP 24" / (2)2x HEADER ` FULL HEIGHT SHEATHING 8 NAI NG ALL EDGE FRAMING NAILS SHALL BE 0.131"O x 314".0.131"0 x 3"NAILS MAYBE USED WHEN STITCHING TOGETHER(2)2x MEMBERS WITH NO SPACERS. Q <br /> (HALF EA STUD) NAILING PER PLAN <br /> CONT.2 CS16 STRAP I !-'� a <br /> O (2)2x HEADER „.'- ® ATADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT BE ACCOMPLISHED,FRAMING CLIPS SHALL BE USED TO <br /> (BLOCK BEHIND, - T -- FASTEN BUILT-UP MEMBERS.USE 0.131"0 x 2'z'NAILS AT LTP4 CLIP WHEN INSTALLED OVER'i'SHEATHING. O <br /> EXTEND R W LENGTH TYP \ EXTEND <br /> OF SHEAR WALL)TYP / STRAP 24" <br /> EA SIDE OF STEP \ EXTEND STRAP <br /> / / 24"AT SIM <br /> EXTEND ® ® - <br /> STRAP 24" CONT.(2)CS16 STRAP <br /> kI co <br /> BEHIND) PER PLA <br /> PER PLAN,TYR ((2)2x MIN.) PER PLAN $ ` .. <br /> 'I 2x MIN. - -, `♦ <br /> .. ADDL STUD ((2) ) <br /> STRAP HOLD DOWN PER - PANEL EDGE NAILING <br /> / PER PLAN / HOLD DOWN PER PLAN m 9 PLAN(WHERE OCCURS) <br /> P.T.3x6 MUDSILL PER SHEAR WALL SCHEDULE I \� <br /> n (APPLY OVER SHEATHING) FACE NAILING PER LAP RIM OPTI_GN <br /> f PER PUN SHEAR WALLCHEDULE LAP PLATE OPTION A35 OPTION LTP4 OPTION <br /> EA PANEL EDGE NAILING FULLSECTION43843 � <br /> HT(HALF EA STUD) •• .. -rl>!r <br /> \ <br /> ANCHOR BOLTS PER 1/SO6 �• .. ........y ',' ANCHOR BOLTS EMBEDMENT SHALL BE 7",U.O.N.ALL ANCHORS SHALL HAVE 3"x 3"x 0.229"PLATE WASHERS.PLATE WASHER SHALL EXTEND TO WITHIN 1i'OF THE y EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING.IF SHEATHING IS ON BOTH SIDES OF THE WALL,STAGGER THE ANCHOR BOLTS,AS REQUIRED,SO THAT O M rn <br /> 1 •i:` HALF OF THE PLATE WASHERS ARE WITHIN\z'OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE.HOLE IN PLATE WASHERS MAYBE DIAGONALLY SLOTTED. , <br /> - \ P.T.3x6MUDSILL -- v <br /> PANEL EDGE NAILING HOLD DOWN AND ADDL <br /> PER SHEAR WALL STUD PER PLAN ANCHOR BOLT OPTION MUDSILL ANCHOR OPTION <br /> SCHEDULE (WHERE OCCURS) MAX <br /> ' 3'k3"z0.229"PLATE WASHERS Q <br /> \ FACE NAILING PER <br /> BASEMENT n STUDS PER PLAN SHEAR WALL SCHEDULE a <br /> SLAB ELEV. v �J" v N4 RI 16"oc, • - • <br /> HORIZ - JOB NO.: <br /> GARAGE TRAP HOLD DOWN PER •L • <br /> 1'i'NP STRAP i <br /> SLAB PLAN(WHERE OCCURS) 23-239-06 <br /> ELEV. CONCRETE STEM WALL PLOT DATE <br /> N4 @ 16"oc,VERT PANEL EDGE NAILING FACE NAILING PER PER PLAN CONCRETE STEM WALL <br /> FOOTING PER 1/S07 (HOOK AROUND PER SHEAR WALL SHEAR WALL SCHEDULE PER PLAN 06/08/2023 <br /> ` FTG.REINF.) SCHEDULE P.T.MUDSILL <br /> P.T.MUDSILL DATE: 06/082023 <br /> STEP FOOTING PER 11/S07 SCALE: '4"-1'-0" <br /> / <br /> HOLD DOWN AND ADDL - ®(ANCHOR BOLT OPTION) ®(MUDSILL ANCHOR OPTION) DRAWN: BOB <br /> - <br /> SEE CALL- STUD PER PLAN(WHERE OCCURS) CHCKD: RMHOB FOOTING <br /> FOR CALL-OUTS CONTINUES STUDS PER PLAN � � <br /> STUDS PER PLAN 3 BLDG: SHEET NO.: <br /> IN COMMON 5 AT SIM 4 ' <br /> _ _ -- 1 C S06 <br />