9502 18TH AVE W 2023 UNIT K Plans 2025-07-15 (2)

12d@Woc(FACE NAIL SHEAR WALL SCHEDULE PER i/SD6 0 SHEAR (IN ACCORDANCE w/ANSI/AF&PA SDPWS-2015 SECTION 4.3) I_ WALLS) Updated 1/20/2021 50 MINIMUM WIDTH OF NAILED Ld >�>� PANEL FACE OF PANELFFAM.GEDGES ANCHORAGE TO CONCRETE SEISMIC WIND L9 jG ADJOINING PANEL EDGES WALL SHEATHING EDGE ® MUDSILL FACENAILING FRAMINGCLIPS ® CAPACITY CAPACITY CI R 21 r 0 rypE NAILING - I` ® SINGLE BUILT-UP PLATE h/C=3Z5 h,==2 U� a ANCHOR BOLTS MUDSILL ANCHORS O 'y w SIMPSON/USP COMMONLY USED CONNECTIONS:CROSS MEMBER MEMBER ILZ , g TOP CHORD SPLICE _ w S REFERENCE TABLE A35 @ 27"oc z40-plr 24o-pf U o P7-6 1 SIDE 6"oc 2x 2x 2. 6"oc or %"0 @ 60"cc MASAP @ 52"cc 4f a BOTTOM CHORD SPLICE 194-p1 194pl, TYPE SIMPSON STRONGTIE A 54@ 78"cc G. O F USP STIiliC1'URAL f.NNECTORS ---.------__. _ _L__—_._•_- Speci,(1 Inspections Require P1-4 1SIDE 4"oc 2x 2x 2x 4"cc E� ar I 0 48"cc MASAP 36"cc 350-pif 350-pif TO 0 PRODUCT* PRODUCT# See Sheet S01 LTP4@18"cc -__ -. 2B4-plf 2B4-plf '_m A35 @ 14"cc HOLDOWN HDU2SDS2.5 PHozA Pi-3 1 SIDE 3"cc 3x (2)2x 2x 3"cc or %"0 @ 36"oc MASAP @ 20"cc 450-p1f 450 p1f .- -- LTP4 @ 14"oc 56-Plf 366-P1f HOLDOWN HDU4.SD52.5 _ _ *i114A A35@7"pC '-D"MIN.BETWEEN SPLICES or U."O 20"cc MASAP @ 18"cc 59p1f 820-p1fP7-2 1 SIDE 2"oc 3z (2)2x 2x 2"ocHOLUGWN HDU5-SO52.5 � LTP4 @ 7Y"ocHuSA q7&p669-p1f V] LL4 OCATE SPLICE @ CENTERLINE C. HOLDOvw4 HDU6-SDS2.5 1 HD5 OF VERT.STUD,TYP. A35 @ 18"cc 700-p1i 700.p1f P24 2 SIDES 4"oc 3z (2)2x 3x (2)Rows,4"cc RTd °/s"0 @ 28"ac MASAP @ 15"cc 7008 plf 568-pit HOLU)YMJ BTHD14 T UJ LTP4 @ 18"oc HOLLGWN STHDI4RJ SrFD 4P @ 900-p1f 700 u Z7 LT;;1 r 1 xY," ___ _—� P2-3 2 SIDES 3"oc 3x (2)2x 3x (2)Raws,3"cc A35 @tlg•'oc 0 22"ac MASAP @ 11"oc W A35 14"oc LTP4 14"oc ° @ 733-D1f 733g1f W HOI.UOWN OTi12 PLATF V SHER /� _«. . ,.Fc«rrevn / 19 18 P2-2 2 SIDES 2"oc 3z (2)2x 3x (2)Rows,2"oc s'0 @ 12"oc MASAP @ 7"oc 1180-Pif 1640-pN z . �J 957-pif 1338-pif STRAP M5T48 K 148 _ _...... _ LTP4 @ 8"OC W STRAP ST2215 --NaT21d $TkAP ST8224 1;;1224 TOP PLATE PER 18/SO6 SHEAR WALL SCHEDULE NOTES CTION 4.3.7.1.1) STRAP CS16 RS150 CRIPPLE STUDS TO %4'OSB or 1%2"PLYWOOD SHEATHING OR SIDING EXCEPT GROUP 5 SPECIES.MINIMUM PANEL SPAN RATING OF(2410).PANELS SHALL NOT BE LESS THAN 4,4%EXCEPT T. MATCH WALL STUDS AT BOUNDARIES AND CHANGES IN FRAMING.ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. STRAP MASA I MASAP I'4 / OT ASry�y --- ® (SECTION 4.3.7.1.2.&SECTION 4.3.7.1.3) -� C STRAP CMSTC1e ':MSTc1fi PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES.NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ 12"oc MAXIMUM a --- ------�-- CRIPPLE STUD SPACING SHALL BE 16"oc.SHEATHING NAILS SHALL BE 0.131"0 x 2y".PLYWOOD EDGE NAILING SHALL BE STAGGERED.NAILS SHALL BE LOCATED AT LEAST " TIES LGT2 LUGT' STUD.NOT FROM THE PANEL EDGES. s 5688 TIES LTP4 n1P4F RED'D IF LESS THAN 24' e ,tl� •Y TIES tTPS __ _ - Mftic. 3H. INTERMEDIATE NAILING(12"cc) --_- TIES A54 - _ MF;w 'I MIN TIES HEADER PER PLAN TIES HI R,15 I TIES H2.5 Pl7 Q_...11_ _.... _ -ADD'L FULL ---- 2x HEADER @ OPENING HEIGHT STUD MIN PANEL EDGE NAILING PER SCHEDULE I$TAGGEREDj TIER N2.5A f`I'iA W/(2)12d TOENAILS � O POST CAP LCE4 PBE874 -- EA.END STUDS PER PLAN FASTENED TOGETHER (3 (SECTION 4.3.7.1.4) POST CAP EPCa EPCM44 THE MINIMUM NOMINAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE AS INDICATED IN THE SCHEDULE. W/12d @ 6"oc POST CAP EPC06 Ell:mcu [(1)2x U.0.N.] `/ -- - ---'----- SINGLE MEMBER (FLATVNSE) POST CAP CCO-SD515 Ki;LO —PERU3 z LLJ POSTCAP POST CAP PUSI CAP -4 PB 74 J4 14 13 STUD,PLATE BLOCKING.RIM, PER(3� O - 'J.'v �OR OTHER FRAMING MEMBER 6 _- POST BASE P84I/6b WE 4l CIOi5_ POST BASE ASU44 �- -- VAI- �4 O ® 4" T POST BASE ABU66 'n 6B y _ -_.- __- ADJOINING PANEL EDGES POST BASE ABASE '.1568 DRAG STRui HTS30C r 10C BUILT-UP MEMBER ORAL STRUT HT536 HfY✓0 IHr PER© - _____ STUD.PLATE,BLOCKING,RIM C4 U OR OTHER FRAMING MEMBER ALT.STRAP LOCATION L� -._ HANGER LUS U HEADER LAN PER P U I HANGER IUS Tt'r I. I: LU PANEL EDGE NAILING HANGER ITT fIU FULL HEIGHT " LU HANGER HUIHUC Ht DIF CSi6x36"STRAPS@ 3" T WINDOW CORNERS1 HANGER WU TNF �, (APPLY OVER SHEATHING) /4 ADJOINING PANEL EDGES ADJOINING PANEL EDGES) /� LLI T= LL HANGER HUS HUS O FRAMING FACE LING APPLIES TO NAILS SHALL BE 0 CONDITIONS"0 x 3);.0.13 WH 1i"O x FRAMING"NAILS MAYBE USED WHEN STITCHING TOGET TOG MEMBER AND PENETRATE ETHER MEMBERS WITH NO SPACERSeMBER MINIMUM OF 1y". J } j © AT ADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT BE ACCOMPLISHED,FRAMING CLIPS SHALL BE USED TO U I 1 FASTEN BUILT-UP MEMBERS.USE 0.131"0 z ZV4"NAILS AT LTP4 CLIP WHEN INSTALLED OVER Y:"SHEATHING. I11 I1 "2x4 FLAT BLOCKING O 0- Q o ' BEHIND STRAP l l I / I 10 9 8 i o _ ® J ray X PANEL EDGE NAILING D STRAP HOLD DOWN PER PER SHEAR WALL SCHEDULE ® � PLAN(WHERE OCCURS) FACE NAILING PER LAP RIM OPTION LAP PLATE OPTION 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/z"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 WITHINY"OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE.HOLE IN PLATE WASHERS MAY BE DIAGONALLY SLOTTED. PANEL EDGE NAILING HOLD DOWN AND ADD'L PER SHEAR WALL STUD PER PLAN ANCHOR BOLT OPTION MUDSILL ANCHOR OPTION SCHEDULE (WHERE OCCURS) Y"MAX m 3"x3"x0.229"PLATE WASHERS FACE NAILING PER STUDS PER PLAN SHEAR WALL SCHEDULE UJ STRAP HOLD DOWN PER PLAN(WHERE OCCURS) w o CONCRETE STEM WALL CONCRETE STEM WALL a PANEL EDGE NAILING FACE NAILING PER PER PLAN PER PLAN PER SHEAR WALL SHEAR WALL SCHEDULE SCHEDULE P.T.MUDSILL -P.T.M U DSILL ) o w IY ®(ANCHOR BOLT OPTION) (L6�(NIUOSILL ANCHOR OPTION) HOLD DOWN AND ADD'L STUD PER PLAN STUDS PER PLAN (WHERE OCCURS) /�O/� 4 STUDS PER PLAN 3 1 `J /VA