9506 7TH AVE SE 2024 Plans 2025-08-20

12d(@6"oc(FACE NAIL SHEAR WALL SCHEDULE PER 11SO6 @ SHEAR (IN ACCORDANCE w/ANSI/AFSPA SDPWS-2015 SECTION 4.3) WALLS) Updated V20/2C21 7 h� MINIMUM W DTH OF NAILED W FACE OF DS ANCHORAGE TO CONCRETE SEISMIC ND PANEL PAN L NA J - :yY ADJOINING PANEL EDGES () WALL SHEATHING EDGE ILL L FACE NAILING FRAMING CLIPS ® CAPACITY CAPACITY TYPE NAILING PLATE 4Q ® hlb=2 h1b=2 fir• " GC u- ------- - - - SINGLE BUILT-UP ANCHORBOLTS MUDSILLANCHORS Elb-3.5 h1b=3.6 UG w1 SIMPSON/USP COMMONLY USED CONNECTIONS.CROSS TOP CHORD SPLICE MEMBER MEMBER �= i ui% c y REFERENCE TABLE A3so27"oc 240-p1f 194-plf V ° P7-6 1 SIDE 6"oc 2x 2x 2x 6"oc "U or °/s"0 @60"oc MASAP 52"a 194p1f 194-p1( pa• N --------- -- ----- ---- - @LTP4 27"oc S BOTTOM CHORD SPLICEj (r PE SIMPSON STRONU-flE' U;A_ tipcL:: ;r1 Inspections Required A35®18"oc P1-4 1 SIDE 4'oc 2z 2x 2z 4"oc or 'Vs 0 fu146 c MASAP @ 36"oc 204.plf 284p1f Do LTP4®18'oc �I PRODUCTS :.I. See S Sheet S01 A35 @ 14"Oc 450-plf 450-p1f HOEDOWN HDu24i052.5 P7-3 1 SIDE 3"oc 3x (2)2x 2x 3". or '0 Q 36'oc MASAP p1U 28"oc 366-p1f 366-p1f LTP4 @ 14"oc HOLDOW14 HDUI-SD82.5 A35Q7"Pc 4'-0"MIN.BETWEEN SPLICES P24 2 SIDES 4"ac 3x (2)2x 3x (2)Rowsc or 0(�'26"oc MASAP(qr 15 590-p1f 820-p1f H(nUOWN HOUS-5D525 1, 478-p1f 659-pit (n LTP4�7)4"oc HOLDOwN HD9THD1a[5-.. .._ _ r .._ _—OF VERT.STUD,T LOCATE SPLICE @ CENTERLINE 1- 1 D 2"oc 3x ()x _3x Rows, 4"oc LTP4 0d 8 oc WO _._. .. . 56B-plf 568-PII......._ 2 .-._-.— 'Ln ,.r,.HLH"_... _ P2-3 2 SIDES 3"oc 3z (2)2x 3z (2)Rows.3"oc LTP4 A35 14'oc G%"0(W 22"oc MASAP g 11"oc 900-pplf 9D0-plf HULUUwN - '• '• A35�14 oc 1• •' 1180-I! 1640-P1f z HULGOWN STMD11R.1 I J 2 --� --- -- oc MASAP 957-p1f 1338-pH 54 HO Uwl DTT1[ 19 18 °` P2-2 2 SIDES 2 oc 3z (2)2x 3x (2)Rows,2 oc and %0 Q 12 (1J 7 oc G A4 MS'r49 .. - LTP4®B"ac % 11RAP ST2215 Lla SHAY STU24 TOP PLATE PER 101SO6 SHEAR WALL SCHEDULE NOTES (SECTION 4.3.7.1.1) ...__ ___.._.-._. 1�(;'DEB or lehd'PLYWOOD SHEATHING OR SIDING EXCEPT GROUP 5 SPECIES.MINIMUM PANEL SPAN RATING OF(24/0).PANELS SHALL NOT BE LESS THAN 4'x6',EXCEPT __(( STRAY C51G CRIPPLE STUDS TO AT BOUNDARIES AND CHANGES IN FRAMING.ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. l / STHAP MASA I MANAv r MATCH WALL STUDS - - --- ® (SECTION 4.3.7.1.2.BSECTION 4.3.7.1.3) 01 nSNy - SIHAP CMTCIG PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES,NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ 12"oc.MAXIMUMIll LESS THAN T 1 FROM THE ING SHALL BE PANELEDGES. SHEATHING NAILS SHALL BE 0.131"0 x 2}'z•I PLYWOOD EDGE NAILING SHALL BE STAGGERED.NAILS SHALL BE LOCATED AT LEAST " TIES LGi2 6TUD6 NOT - _-- -- _ REQ'D IF I siss m 4 TIES --. --., _1---__ i LIPS • �8 INTERMEDIATE NAILING(12" TIES A34 •r.� .. -_ I i i MIN HE AJ5 - HEADER PER PLAN 1 TIE M1 11E H25 A00'L FULL -- "---� 2x HEADER @ OPENING HEIGHT STUD • - LL O TIES H2.5A MIN PANEL EDGE NAILING PER SCHEDULE ISTA(°GEHEUI W/(2)12tl TOENAILS PO'l CAP --- LCE - -- --- EA.END STUDS PER PLAN -- FASTENED TOGETHER ® T ECTION 4.3.7.1.4) �• W/12d @ 6"oc THE MINIMUM NOMINAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE AS INDICATED IN THE SCHEDULE. -_._ C�1• IU r AY-_._-.._ EP(GG .. [(1)2x U.O.N.] �/ \\�• I SINGLE MEMBER (FLATWISE) / ....._PUT P. PER(3� z _PO Sr A(' EPL -IT C111 EccD sDs.c STUD.PLATE,BLOCKING,RIM PER( O li POSI CAP AC4 1 A 13 OR OTHER FRAMING MEMBER� Uj —...- ..__._.-._... _..__ _...... -_ 4 POST BASE _-___---P84110b-" _ r� w PUT BASE ABU44 PUSI I1A.SE ABU66 ADJOINING PANEL S BUILT-UP MEMBER CRAG STRUT HTS30C AL'f.STRAP LOCATION P� Al- mu I' HTSJU __ L _ _ ER STUD,PLATE,BLOCKING,RIM,- --- OR OTHER FRAMING MEMBER UNA( TRUi DSL5 - �(1) — - _ -- - HEADER PER PLAN HAN(EI' lU I I HANGER IUS I.. LLI PANEL EDGE NAILING __ __ LU iANGER ITl r ° FULL HEIGHT ° W -- ---------- - _ i Csl6x36"STRAPS® U HANGER HUI HU J .. _-. -_ __. '/i • WINDOW CORNERS %q" HANGER Mlu �' j (APPLY OVER SHEATHING) ADJOINING PANEL EDGES ADJOINING PANEL EDGES _._ _____ , 1 40 HANGER HUb 4-= -- FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF 1Y O ". J FRAMING NAILS SHALL BE 0.13VO x 3}Y4",0,131"0 x 3"NAILS MAY BE USED WHEN STITCHING TOGETHER(2)2x MEMBERS WITH NO SPACERS. 1- F, AT ADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT BE ACCOMPLISHED,FRAMING CLIPS SHALL BE USED 10 U FASTEN BUILT-UP MEMBERS.USE 0.131"0 x 2)2"NAILS AT LTP4 CLIP WHEN INSTALLED OVER Y"SHEATHING. 2x4 FLAT BLOCKING IIII BEHIND STRAP Uj Z O PANEL EDGE NAILING D PLAN I STRAP HOLD DOWN PER PER SHEAR WALL SCHEDULE -...... U (WHERE OCCURS) LAP RIM OPTION LAP PLATE OPTION FACE NAILING PER A35 OPTION LTP4 OPTION SHEAR WALL SCHEDULE ® (SECTION 4.3.6.4.3) 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 y"OF THE 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 / HALF OF THE PLATE WASHERS ARE WITHIN}Yi'OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE.HOLE IN PLATE WASHERS MAY BE DIAGONALLY SLOTTED, PANEL EDGE NAILING J HOLD DOWN AND ADUL ANCHOR BOLT OPTION MUDSILL ANCHOR OPTION f PER SHEAR WALL STUD PER PLAN m SCHEDULE (WHERE OCCURS) Ys"MAX - p 3"xW4.229"PLATE WASHERS FACE NAILING PER STUDS PER PLAN SHEAR WALL SCHEDULE STRAP HOLD DOWN PER PLAN(WH OCCURS) D CONCRETE STEM WALL - CONCRETE STEM WALL 4 PANEL EDGE NAILING FACE NAILING PER PER PLAN PER PLAN ❑ PER SHEAR WALL SHEAR WALL SCHEDULE SCHEDULE P.T.MUDSILL -P.T.MUDSILL It o HOLD DOWN AND ADUL ®(ANCHOR BOLT OPTION) C6,)(MUDSILL ANCHOR OPTION) STUD PER PLAN STUDS PER PLAN (WHERE OCCURS) ^ \v 0 5 A STUDS PER PLAN 3 1