9514 7TH AVE SE 2024 Plans 2025-09-16

SHEAR WALL SCHEDULE 12d Q 6"oc(FACE NAIL PER 1/SO6 @ SHEAR (IN ACCORDANCE w/ANSIIAF&PA SDPWS-2015 SECTION 4.3) WALLS) Updated V202021 _ w MINIMUM WIDTH OF NAILED w ^O1 PANEL FACE OF FRAMING® ANCHORAGE TO CONCRETE SEISMIC WIND (� �? ADJOINING PANEL EDGESU CAPACITY CAPACITY Q - I yygLL SHEATHING EDGE (3) MUDSILL FACENAILING FRAMINGCLIPS _ TYPE NAILING PLATE Q (11 h/b=2 h/b=2 Ir --- ---- ® SINGLE BUILT-UP h/b=3.5 hlb=3.5 U8 MEMBER MEMBER ANCHOR BOLTS MUDSILL ANCHORS �� _ >� SIMPSON I USP COMMONLY USED CONNECTIONS:CROSS TOP CHORD SPLICE A35 @ 27"oc U w_' 240-DIf 240-p1f REFERENCE TABLE P745 1 SIDE 6"oc 2. 2x 2. 6"oc or k"9 @ 60"oc MASAP Q 52"oc 194-p1f 194-pif BOTTOM CHORD SPLICE LTP4 @ 27"oc =2 F USE SI'RUCHURAL - A35 @ 18"oc 350-pif 350-pif O f IPE SIMPSON STRONG-TIE CONNECTJRS p�L. ispections Required P1.4 1SIDE 4"Oc 2x 2x 2x 4"oc of /¢'0Q46"oc MASAPQ36"oc 284-pif 284-plf _- - LTP4 @ t8"oc _ r� PRODUCT# PRODUCT# !e Sheet SO A35@14''. 450 If 450-plf tl P1-3 1 SIDE 3"oc 3x (2)2X 2x 3"oc or 19"ac �"0 @ 36"oc MASAP @ 28"Oc � HOLDOWN HDU2-SDS2.5 PHU2A LTP4 @ 366-p1f 366pf ._. HOUDOWN HDWS052.5 PHD4AA35@7 ac 590-pit 820-p1f '-0"MIN.BETWEEN SPLICES Pt-2 1 SIDE 2"oc 3x (2)2x 2x 2 c or �'g @ 20'ocMABAP @ f 9"oc 478-P1f 669-P1fHOLDOWN HW&SDS2.5 M'HDSA LTP4@18'y"°c LL4 OCATE SPLICE Q CENTERLINE A35 @ 16 oc 700-p1f 700-p1f HOLDDWN HOUe-SDS2.5 PElnfi OF VERT.STUD,TYP. P2-4 2 SIDES 4"a 3X (2)2x 3x (2)Rows.a"oc and %'G @ 28"oc MASAP @ 15"oc 568-pif 568-plf ( z STHD14 STAD14 j WN LTP4 @ 1"oc HOLDO Tg A35 @ 14"oc 900-If 900-PI! HOLDOWN STHD14R.1 STAD14RJ P2-3 2 SIDES 3"oc 3x (2)2x 3x (2)Rows 3" and ac /O @ 22"oc MASAP @ 11"oc p W P LTP4 @ 14'oc 733-p1f 733-p1f P - LTS1H R wl 1'x1"W 4 HOLDOWN DTT12 PLATE WASHER 1^ 1^ A35 @ 8'oc 1180.PIt 1690-p1f '�^ l L' l✓J VX P2-2 2 SIDES 2"oc 3x (2)2x 3x (2)Rows 2"ac d /�0 @ 12"oc MASAP @"'oc �� ' STRAP MST4B KSTzab LTP4 @ 8 oc 957-p1f 1338p1f (�"„9 z f STRAP ST2215 K67216 '---- —'-'-- TOP PLATE PER 18/SOB SHEAR WALL SCHEDULE NOTES STRAP ST6224 KST224 (SECTION 4.3.7.1.1) STRAP C518 H515B CRIPPLE STUDS TO AT BOUNDARIES AND CHANGESHANGOD ES INIFR FRAMING.ALL EDGES OF ALL PANELS NG OR SIDING EXCEPT GROUP 5 ISHALL IBE SUPPORTED BY AND NIMUM PANEL SPAN TFASTENING OF ED/TO FRAMING MEMBERS OR BLOCKING.0).PANELS SHALL NOT BE LESS THAN 4'XB'.EXCEPT nZy T.I MATCH WALL STUDS pF1ASH4. STRAP MASA I MASAP FM4.3.7.1.3) — _— ® (SECTION 4.3.NAILI&SECTION 4.3.ALL STRAP GMSTC16 r;MSrcle PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGER.NAIL SHEATHING 70 INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ 12"oc.MAXIMUM CRIPPLE STUD SPACING SHALL BE 16"..SHEATHING NAILS SHALL BE 0.131"0 x 2y".PLYWOOD EDGE NAILING SHALL BE STAGGERED.NAILS SHALL BE LOCATED AT LEAST%" ,. TIES LGT2 LUGT2 STUDS NOT FROM THE PANEL EDGES. --- REO'D IF TIES LTP4 anwF LESS THAN 24" I TIES LTP5 MpP p - I 3�•• - INTERMEDIATE NAILING(12"oc) TIES A34 MP34 -- I MIN TIES A35 MPAI HEADER PER PLAN TIES HI --- Ri15 I' 00 I. TIES 12.6 RT7 ADUL FULL -- 2x HEADER @ OPENING HEIGHT STUD MIN PANEL EDGE NAWNG PER SCHEDULE(STAGGERED) O TIES H2.5A P.T]A W/(2j 12tl TOENAILS POST GAP LCE4 PBES74 EA.END STUDS PER PLAN- LA ;T L� FASTENED TOGETHER Q (SECTION 4.3.7.1.4) y r POST CAP EPC4a EPf,M4a 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. �./ POST CAP EPCBB EPCM66 [(1)2X U.O.N.] SINGLE MEMBER (FLAT WISE) POSTCAP CCO-SDS2.5 KCCO �Z W PER® 1 _ POST CAP ECCOSDS2.5 KECt:O _ PER J '- �OR OTHERTFRAM FRAMING MEMBER \ lO Uj POST CAP AD. P6514 14 13 POST CAP AC8 PSS66 POST BASE PB.166 WE44166 POST BASE ARUM PAU44 3•, ( ((2 3�4• �4 POST BASE A-U.. PAu66 --ADJOINING PANEL EDGES T _ POST BASE ABA68 P—E T BUILT-UP MEMBER DRAG STRUT HTS30C HT",—C DRAG STRUT HT530 HTW30 - - -- PER®- ' „ STUD.PLATE BLOCKING.RIM. r - .________ __ -- OR OTHER FRAMING'MEMBER DRAG STRUT' DSC5 DSC4 1 ab Al T.STRAP LOCATION ----- HEADER PER PLAN (� HANGER LUS JUS II W HANGER IUS ------THE JI - �- PANEL EDGE NAILING ° w HANGER ITT 'THO FULL HEIGHT ^ W CS16x36"STRAPS @ G21 O ( ._J J w HANGER HU/HUC _ HD/HDIF (gpP�OVERSHEATHING) 3W CORNERS �4 v/ HDJOINING PANEL EDGES ADJOINING PANEL EDGES LL HANGER MIU j — -e --- --- ----- e WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF 1'Yz'. O HE FFr HANGER Huy HUS / 2x4 FLAT BLOCKING ® FA�STMING EN BUILTLS SHALL BE-UP UP MEMBERS.USE0.13 0.131'0 x 3"NAILS MAY BE USED WHEN STITCHING TOGETHER(2)2x MEMBERS WITH NO SPACERS. Q 4 FACE NAILING APPLIES AT ADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT BE ACCOMPLISHED,FRAMING CLIPS SHALL BE USED TO V I' 1"0XZIJ"NAILS AT LTP4 CLIP WHEN INSTALLED OVERY2 SHEATHING III / BEHIND STRAP = �� O 10 9 �o \\ \ � o ------ - PANEL EDGE NAILING STRAP HOLD DOWN PER pER SHEAR WALL SCHEDULE PLAN(WHERE OCCURS) LAP RIM OPTION LAP PLATE OPTION A35 OPTION LTP4 OPTION FACE NAILING PER 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 WITHINY"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,SC THAT HALF OF THE PLATE WASHERS ARE WITHIN V OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE.HOLE IN PLATE WASHERS MAY BE DIAGONALLY SLOTTED. rQ C PANEL EDGE NAILING HOLD DOWN AND ADD'L m PER SHEAR WALL7 STUD PER PLAN ANCHOR BOLT OPTION MUDSILL ANCHOR OPTION SCHEDULE (WHERE OCCURS) h 3"X3"X0.229"PLATE WASHtin t: FACE NAILING PER iX m STUDS PER PLAN SHEAR WALL SCHEDULE w o. STRAP HOLD DOWN PER PLAN(WHERE OCCURS) w �NI CONCRETE STEM WALL � CONCRETE STEM WALL � a FACE NAILING PER PER PLAN PER PLAN o PANEL EDGE NAILING SHEAR WALL SCHEDULE PER SHEAR WALL L P.T.MUDSILL SCHEDULE OPTION) -(6�(MUDSILL ANCHOR OPTION) HOLD DOWN AND ADUL STUD PER PLAN (WHERE OCCURS) C O 6 STUDS PER PLAN v C ^ STUDS PER PLAN 3 1