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9502 18TH AVE W UNIT P 2025-08-20
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9502 18TH AVE W UNIT P 2025-08-20
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Last modified
8/20/2025 10:01:58 AM
Creation date
4/21/2025 11:05:45 AM
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Address Document
Street Name
18TH AVE W
Street Number
9502
Tenant Name
UNIT P
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• <br /> SHEAR WALL SCHEDULE <br /> TIN ACCORDANCE re ANSUAFBPA SDPWS•2015 SECTION 4.3) <br /> Updated 1,20,2021 <br /> MWIMUN WDIHtX NAILID <br /> PANEL FMF Or on...a ANCHORAGE TO CONCRETE SEISMIC MEND <br /> .ntowwo PANEL E026 ® CAPACITY CAPACITY <br /> WALL SHEATHING NAMING FATE FACE®LINO FRAMING CLIPS <br /> TYPE )ye.2 Nh02 <br /> CD SINGLE BUILT-UP ANCHOR BOLTS MUDSILL ANCHORS Ne"34 Nk`9S <br /> MEMBER MEMBER <br /> ASS a Bros 246PIf 240 <br /> P141 1SIDE E RR Br 2, 2x Bee P4 Jor g EA BO'ee MASAP @ ST oc ?4"ft gI <br /> 245.0 <br /> • LT 2r to <br /> AS6a18'et <br /> P1-4 1SIDE Toe 2t 21 24 4oc or gg'S®45'oc STAMP g3roe 35"If MO <br /> 'DIM MOOR <br /> LTP4 IGIBa <br /> ASS«14'ac @ 4�,� <br /> PIG I SIDE 3'00 9x SOOT 2x Tee 94'0@Sr cc 'ASAP 2B'oo 306•N1 352- <br /> LTP44TI14'ac <br /> A351 AS so <br /> P1-2 ISIDE Tea 3a (2)2A 2t roe a %'S®20'toe MASAP 61Boe 47S" 62DRIT <br /> SEENP3 <br /> LTP4 E 7Y!oc <br /> ASS @ te.or 70DPII MO <br /> 2 SIDES 4 00 3a (� 3x (O Rose,4 oe �, gra It 2r oe MASAP E wooBeed1 WWI <br /> ADSIBeo \ <br /> ADS 14'Pc <br /> P2-3 2SIDES Tee Si (2}2L SA (2)RSGB.Tec at x'0@2ro4 MABAP°WI'oo 9a"" OBIT <br /> 733.p11 7 „ <br /> LTP4 014'00 <br /> _ <br /> AlSEBRoc 11BD-pt 'Ma,* <br /> P2-2 2BIDES Toc 3a MN3x T33 Rows,Teo �Q aLo m12'ac MASAP@Tac e37y41 1338y* <br /> LTP4 EA Et oe <br /> SHEAR WALL SCHEDULE NOTES <br /> (SECTION 4.1.7.1.1) <br /> AATT BOUNDARIES AND CHANO S IN FRAMING ALL DSHEATHING OR SIDING OGES OGROUP <br /> ALL PANELS SHALL BE SCES. UP PANEL <br /> PORTED BY AND FASTENERATNG OF D O FRAMING MEMBERS OR BLOCKING. <br /> PAWELS SHALL NOT BE LESS THAN 4V1T,EXCEPT <br /> ® (SECTION 43.7.1.18 SECTION 4.3.7.1.3) <br /> PANEL EDGE NAIUNG APPLIES TO ALL SHEATHING PANEL EDGES.NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS Q 1roc.MAXIMUM <br /> STUD SPACING SHALL BE Woe.SHEATHING NAILS SHALL BED.131'S x2Jg'.PLYWOOD EDGE NAILING SHALL BE STAGGERED.NAILS SHALL BE LOCATED AT LEAST H- <br /> ERON THE PANEL EDGES. <br /> /- J NTOIMEOLATE NAIUNG(12'cc) <br /> u SRN <br /> 4. <br /> MIN PANEL EDGE NAILING PER SCHEDULE(STAGGERED) <br /> (3)MS ECTION 4.3.7.1.4) <br /> THE MINIMUM NOMINAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCING AT ADJOINING PANEL EDGES SHALL BE AS INDICATED IN THE SCHEDULE. <br /> SILGLE�M'Et. (FLANMSE) <br /> it—DER ral J <br /> STUD.PLATE,BLOCWN3,RIM rr PRQ <br /> OR OTHER FRAMING MEMBER <br /> 'Ax MN I•N m i <br /> ADJOINING PANEL EDGES <br /> BUILT-UP MEMBER <br /> PERS 1_ <br /> STUD,PLATE,BLOCKING,RIM, <br /> ®TT-, OR OTHER FRAMING MEMBER <br /> 1W <br /> I) <br /> AV <br /> MIN ADJOINING PANEL EDGES ADJOINING PANEL EDGES•• <br /> ® FACE FRAMING NAILS SHALLL 70 BE 0.131'0Dx 3y8 WHERE.D.1ST'0 SE NAILS MAY BE USED WHEN STITCHING TOGETHER(3)2x MEMBERS WITH NAILS CAN BE STRAIGHT DRIVEN THOU FIRST MEMBER AND NO SPTE ACI RB N MEMBER MINIMUM OF U. <br /> m AT ADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT SE ACCGMPUSNEC.FRAMING CLIPS SHALL BE USED TO <br /> FASTEN BUILT-UP MEMBERS.USE 0.131'0 x 24'NAILS AT LTP4 CLAP WHEN INSTALLED OVERT SHEATHING. <br /> r I <br /> 44+1 <br /> $.0 ----1 <br /> d' .41-1A._ _ <br /> ".AL - <br /> r .L 1 'r am- - '-- e <br /> LAP AIM OPTION LAP PLATE OPTION A22 OPTION £TP4OPTIOL( <br /> ® (SECTION 4.3.11A.3) <br /> ANCHOR BOLTS EMBEDMENT SHALL BE 7',U.O.S.ALL ANCHORS SHALL HAVE r x r a 0.23r PLATE WASHERS.PLATE WASHER SHALL EXTEND TO METHIN)r'OF THE <br /> EDGE OF THE BOTTOM PLATE ON THE SIDE%ITN SHEATHING.IF SHEATHING IS ON BOTH DOES OF THE WALL STAGGER THE ANCHOR BOLTS.AS REQUIRES,SO THAT <br /> HALF OF THE PLATE WASHERS ARE WITHIN YET OF THE EDGE OF THE BOTTOM PLATE ON EACH HIDE.HOLE IN PLATE WASHERS MAY BE DIAGONALLY BLOTTED. <br /> ANCHOR BOLT OF'ION AIUDSILL ANCHOR OPTION <br /> 3E MAX <br /> 9TL3'X0229.PLATE WASHERS y[ jam " <br /> T ,�IC .e4 Yy <br /> Al <br /> f � 4 E <br /> LA t�,qv:'�•1.. <br /> CONCRETESTEM LVALLPER PLAN CONCRETE STEM WALL <br /> PER PLAN <br /> '41� ... <br /> P.T.MUDSILL P.T.MUDSILL <br /> SR(ANCHOR BOLT SPOON) ®(MUDSILL ANCHOR OPTION) <br /> L3.5 <br />
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