9502 18TH AVE W 2023 UNIT L Plans 2025-07-15 (3)

- SHEAR WALL SCHEDULE 12d @ 6"oc(FACE NAIL PER 1/SO6(�SHEAR (IN ACCORDANCE w!ANda/ d 1/2/2021 2015 SECTION 4.3) L o WALLS) Uptlated 1/20/2021 N� MINIMUM MOTH OF NAILED ar PANEL FACE OF FRAMING0 ANCHORAGE TO CONCRETE SEISMIC WIND ZO ADJOINING PANEL EDGES �6J CAPACITY CAPACITY Q - a WALL SHEATHING EDGE (3) MUDSILL FACENAILING FRAMINGCLIPS U TYPE NAILING PLATE l7 - �O _ EZ _--------___-_- Q h/b=2 h/b=2 w w= SINGLE BUILT-UP ANCHOR BOLTS MUDSILL ANCHORS Mb=3.5 hlb=3.5 'Uo `o wN SIMPSON I USP COMMONLY USED CONNECTIONS:CROSS TOP CHORD SPLICE w S REFERENCE TABLE BOTTOM CHORD SPLICE P1-6 1 SIDE 6"oc ME 2x MEMBER 2x 6 cc TP @ 27'oc %,"o @ So"cc MASAP @ 52"cc 40 194-p1f a < =w S USP STRUCTURAL @ A35 @ 1a"Oc 350-p1f 350-pR G O TYPE SIMPSON STRONGTIE CONNECTORS Special ispections Required P14 1SIDE 4"cc 2x 2x 2x 4'. or 18"oc "0@46"oc MASAP@36". 284pif 284-plf Dlm ry PRODUCT* PRODUCT# `-"-!e Sheet SOl P1-3 1 SIDE 3"cc 3M (2)2x 2x 3'cc A35 @ r 4 "0 @ 36 oc MASAP @ 28"cc 450-pit 456-pif n HOLDOWN HOU2SDS2.5 PHD2A LTP4 @ 14"Oa 366p1f 366-p1f HOLOOWN HDU4SDS2.5 PHO4A *-0"MIN.BETWEEN SPLICES 2 A35 .1 590-pit 620-pif Pi-2 1 SIDE 2"cc 3x (2)2X 2z at ac "0 @ 20"cc MASAP @ 18"oc 478-pif 669-pif Vl m A HOLDONM HDUS-SDS2.5 PHDSA LTP4 @ 7Y2"cc LOCATE SPLICE @ CENTERLINE A35 @ 18'cc )y HOLDONRJ HDU8.SD52.5 PHDa OF VERT.STUD,TYP. 700-p1f 700-p f P2-4 2 SIDES 4"ac 3x (2)2x 3z (2)Rows,a"cc and %"0 @ 28"cc MASAP @ 15"oc .#x 568-p1f 568-p1f LTP4 @ HOLDOM STHD14 STA014 A35 @ 14'cc 4"oc 900-pif 900-pif IY+ HOEDOWN STHDI4RJ STA014P.J P2-3 2 SIDES 3"cc 3x (2)2z 3x (2)Rows,3"oc 2nd "0 @ 22"cc MASAP @ 11"cc (y]a y HOEDOWN DTTiZ PLATE WASHER 'Rows,2"OC LLTP4 @d8"cc %"0 @ 12"cc MASAP @ 7"cc 1957-Pff 1338 Pllf B75 g - L1 S19-T2 w/1"x1"z:" A35 8"oc 9.' 9 18 P2-2 2 SIDES 2"oe 3z (2)2x 3x (�7 STRAP MST46KS1246� �/ p p 6y u STRAP ST2215 KST216 TOP PLATE PER 18/S06 SHEAR WALL SCHEDULE NOTES STRAP ST8224 KST22d (SECTION 43.7.CRIPPLE STUDB TO %e OSB of t%z'PL PLYWOOD SHEATHING OR SIDING EXCEPT GROUP 5 SPECIES.MINIMUM PANEL SPAN RATING OF(24/0).PANELS SHALL NOT BE LESS THAN 4'x8'.EXCEPT t T.STRAP CS16 — R.SISo MATCH WALL STUDS AT BOUNDARIES AND CHANGES IN FRAMING.ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. / h GF A3yy STRAP MASA I MASAP F. ® (SECTION 4.3.7.1.2.8,SECTION 4.3.7.1.3) STRAP CMs7C16 OMSTCIB - PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES.NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ 12"oc.MAXIMUM s. CRIPPLE STUD SPACING SHALL BE 16"oc.SHEATHING NAILS SHALL BE 0.131"0 x 2Y'.PLYWOOD EDGE NAILING SHALL BE STAGGERED.NAILS SHALL BE LOCATED AT LEAST%' TIES Lcrz Lu0T2 STUDS NOT i FROM THE PANEL EDGES. wu --- REDO IF TIES LTP4 14P4F LESS THAN 24" - TIES LTPS MPS, ��- ii INTERMEDIATE NAILING(12"oc) _ _ I TIES A34 M134 MIN TIES A35 MPAI HEADER PER PLAN li '•� II 00 TIES H1 RT15 II 11 TIES H2.5 RT7 ADD'LFULL - - - 2x HEADER @ OPENING HEIGHT STUD MIN -PANEL EDGE NAILING PER SCHEDULE(STAGGERED) ^ O TIES H2.5A RT7A WI(2)12d TOENAILS J POST CAP LOE4 PBEp7a EA.END STUDS PER PLAN T FASTENED TOGETHER (3 (SECTION 4.3.7.1.4) y POST CAP EPc44 EPCM44 W/12d @ 6"ot 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 EPC60 EPCM66 I(1)2x LI O.N.j SINGLE MEMBER (FLATYVISE) 7 PER 3� LIJ POST CAP CCO-SDS2.5 KCCO L POST CAP ECCOSDS2.5 Y.ECCD PERK O POST CAP AC4 _ PBS74 Lli 14 ��OROTHERFRAMINI ME RM,1 MEMBER V/ POST CAP ACS PB566 POST BASE PB44/66 VJE40 e6 �1 POST BASE ABU44 PAU. �q POSTBASE ABU56 L PAUBB -ADJOINING PANEL EDGES POST BASE ABA66 PASSE BUILT-UP MEMBER DRAG STRUT HT530C HTW30C DRAG STRUT HTS30 HTWO ,; - --. PER® -- - - STUD,PLATE.BLOCKING,RIM, T�--:.I; _-- ___--- --- ® OR OTHER FRAMING MEMBER DRAG STRUT OSCS DSC4 �Y IIII/// / ,16 -IT.-TRAP LOCATION HANGER ws Jus / HEADER PER PLAN O w HANGER IUS 1'HF i / PANEL EDGE NAILING BANGER ITT TFIn FULL HEIGHT = I, _ w 6"STRAPS HANGER Hu/Huc IHDIF „ /�'ij i. _ WINDOW CORNERS @ 3�4�1 © (� W / (APPLY OVER SHEATHING) -ADJOINING PANEL EDGES ADJOINING PANEL EDGES LL HANGER MIU THE 12 -__1 a _____ u HANGER Huy HUS ® FACE NAILING APPLIES BE CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF tYs". 1r-�--- FRAMING NAILS SHALL BE 0.131"0 x 3%".0.131"0 x 3"NAILS MAYBE USED WHEN STITCHING TOGETHER(2)2x MEMBERS WITH NO SPACERS. F ® AT ADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT BE ACCOMPLISHED,FRAMING CLIPS SHALL BE USED TO U FASTEN BUILT-UP MEMBERS.USE 0.13115 x 2Y"NAILS AT LTP4 CLIP WHEN INSTALLED OVER Y-SHEATHING. 2x4 FLAT BLOCKING 1 1 1 Z BEHIND STRAP LLJ Q Cn 10 9 8 ! © — -- — o PANEL EDGE NAILING STRAP HOLD DOWN PER PA SHEAR WALL SCHEDULE PLAN(WHERE OCCURS) LAP RIM OPTION LAP PLATE OPTION A350PTION 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 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 Y•'OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE.HOLE IN PLATE WASHERS MAY BE DIAGONALLY SLOTTED.PANELEDGE NAIL77f7 OLD DOWN AND ADD'L ANCHOR BOLT OPTION MUDSILL ANCHOR OPTION PER SHEARWALL UD PER PLANSCHEDULE HEREOCCURS) MAX3"x3"x0.229"PLATE WASHERSCE NAILING PER STUDS PER PLAN HEAR WALL SCHEDULE li w a STRAP HOLD DOWN PER PLAN(WHERE OCCURS) _ _ Q N CONCRETE STEM WALL - CONCRETE STEM WALL FACE NAILING PER PER PLAN PER PLAN o PANEL EDGE NAILING SHEAR WALL SCHEDULE PER SHEAR WALL PT,MUDSILL P.T.MUDSILL W SCHEDULE K ®(ANCHOR BOLT OPTION) (MUDSILL ANCHOR OPTION) HOLD DOWN AND ADUL STUD PER PLAN /� (WHERE OCCURS) `_O G STUDS PER PLAN J V 5 4 STUDS PER PLAN 3 1