9532 7TH AVE SE 2024 Plans 2025-09-16

12d 11IT-IFACE NAIL SHEAR WALL SCHEDULE PER"SOS @ SHEAR IN ACCORDANCE w/ANSI/AFBPA SDPWS-2015 SECTION 4.3) F WALLS) Updalad 120/2021 MINIMUM 1111101 OF NAILED PANEL FACE OF FRAMING® ANCHORAGE TO CONCRETE UJ Z ADJOINING PANEL EDGES SEISMIC WIND - WALL SHEATHING EDGE a) MUDSILL FACE NAILING FRAMING CLIPS ® CAPACITY CAPACITY NAILING F. TYPE PLATE 4Q © h1b=2 h/b=2 ---- --- - - - -- ® SINGLE BUILT-UP NO Nb=3.5 V Crn MEMBER MEMBER ANCHORSOLTS MUDSILLANCHORS - SIMPSON/USP COMMONLY USED CONNEC-NGrrc nWS ! TOP CHORD SPLICE _ �T = A36 @ 27"oc - .: REFERENCE TABLE PI-6 1SIDE W 2x 2x 2x B"ac or VO@60"cc MASAP @52"oc 240-pif 24CIAt G j -- --- - - --- BOTTOM CHORD SPLICE LTP4 @ 27"cc 194p1( I 194-pif TYPE SIMPSONSTRUN & - I A35 @ L _._ II Inspections Required P1-0 1SIDE 4"cc 2x 2. 2x 4" or""' WO@46"cc MASAP @36"cc 2584o--Dlf 2840-pllf m - FROOUCTk I00 1 , See Sheet S01 LTP4@ 4" v A35 @ 14"oc MULDOWN3".. 450-pif 450-plt - ---HOU24iD51.5--� i -� - Pt-3 1 SIDE 3"oc 3x (2)2x 2x or �"0 @ 38"ac MASAP @ 28"cc 366-plf 366-p1t ALTP4 @ 14"ac HOLDOWN HOW-SOS2s I d'-0"MIN.BETWEEN SPLICES A35@7"oc 590-If 820-If Pi-2 1 SIDE 2"oc 3x (2)2x 2x 2'.. or %"0 @ 20"oc MASAP @ 18"oc p p - HOLDOM HDU5-SOS2.5 l"A478-p1f 669-p1f Vj J LTP4 @ 7Yz"oc - HOLDOWN HDUS-SDS2.5 1 A35 @ 18'Oc LOCATE SPLICE @CENTERLINE Ly' ; -_ OF VERT.STUD,TVP. 0-plf P24 2 SIDES 4"oc 3x (2)2x 3x (2)Rows,4"cc and '/°"O @ 28"oc MASAP�,15"cc 700-pit 70 U_j y HOLDOWN STHDIi _LTP4 @ 18"oc @ ` 568-P1f 568-pif r A35 @ 14"ac O P2-2 2 SIDES 2"cc 3x (2)2x 3x (2)Rows oc LTP4 and 4"cc s"O 22"ac MASAP m 1"oc 900-D1f 900-plf -- __ ,_ P2-3 2 SIDES 3"oc 3x (2)2x 3x (2)Rows 3 19 18 __ ° 733-P1f 733-p1I W rl-Loc Wx — DCT I. 11.- - /� A35@B'ac �"cc and /°"0 @ 12"oc MASAP C3'7"cc 11 BO-Pit 1640-p1f s SirAF MS tall LTP4 @8"oc 957-p1f 1338-P1f STRAP ST2215 w S'INAI' ST622a ,[I TOP PLATE PER 181S06 SHEAR WALL SCHEDULE NOTES ` (SECTION 4.3.7.1.1) STW.P CS 6 CRIPPLE STUDS TO Vie"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'x8',EXCEPT �� .. .....__ —--.- .._...._.._ -. MATCH WALL STUDS AT BOUNDARIES AND CHANGES IN FRAMING.ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BV AND FASTENED TO FRAMING MEMBERS OR BLOCKING. STRM MASAIHIA)Ar I ® (SECTION 4.3.7.1.2.8 SECTION 4.3.7.1.3) •(` iMP CIASM16 PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES.NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ 17-MAXIMUM - CRIPPLE I STUD SPACING SHALL BE 16"oc.SHEATHING NAILS SHALL BE 0.131"O x 2y".PLYWOOD EDGE NAILNG SHALL BE STAGGERED.NAILS SHALL BE LOCATED AT LEAST%" -_ I ES LOT2 jlj STUDS NOT i FROM THE PANEL EDGES. Saba REO'D IF N ``, IE Lira --. LESS THAN 24" I I MIN ` *�7ruF Y7A'� TIC LTPS _ II __.._ -.__— __.. ..___-_... I INTERMEDIATE NAILING 12"cc) TIE.. AJV .i TIES ... .___. .5 HEADER PER PLAN li"I TIES H1 W TIE' H25 AOD'L FULL , IL 00 --- - — __-- -" 2x HEADER @ OPENING HEIGHT STUD - Ll Z TIES H2.IA MIN EDGE NAILING PER SCHEDULE(STAGGERED) O W/(2)12d TOENAILS T POST CAP LCE —� EA.END STUDS PER PLAN r -" FASTENED TOGETHER 03 (SECTION 4.3.7.1.4) POSTCAP EPC 4 L 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. Q PCST CAP EPCa6 ) 1(1)2x U.O.N.] -- — ---- SINGLE MEMBER (FLATWISE) POST CAP cC0-su52, 0 , i�PERU Z LU Po Tcn ECCD-SDS_5 — - u STUD,PLATE,BLOCKING,RIM, PERQ) O JPOST CAf ACa S /� 3F_-- OR OTHER FRAMING MEMBER 0 �L1 POS I CAP AL \ POST 5ASE PB4/bb W " L PUSr SAGE ABUaa -- 3 C2) —�44. PDSr BASE ABW6 JI • ADJOINING PANEL EDGES POST BASE ABA66 DRAU STRUT HTSSOC T ��-�:"ccl: BUILT-LIP MEMBER -_-_,-.,_..- - ��..._. P :zzz OTUD R O PLATE,BLOCKING,RIM, UNAG STRUT HT63P I - -: -'-- _--- ---- --- - OTHER FRAMING MEMBER ALT.STRAP LOCATION DHA THUT DSC � I I � ) HEADER PER PLAN -HANI'ER LUS Uj HAN EH IUS '�� PANEL EDGE NAILING — i HANGEF ITr i / • FULL HEIGHT I.I.I _- -- ----- I CS16x36"STRAPS @ HAN ER HUIHUc'. �.� WINDOW CORNERS �4'—21' I-L)HA14GER MIU (APPLY OVER SHEATHING) ADJOINING PANEL EDGES ADJOINING PANEL EDGES � ) UL .____._.._...__..__ _.._ ____ _ ___________________ _____ • v� O HANGER Hus ./e 4—---- -- ® FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF r r- -- FRAMING NAILS SHALL SE 0.131"O x 3y".0.131"0 x 3"NAILS MAYBE USED WHEN STITCHING TOGETHER(2)2x MEMBERS WITH NO SPACERS. ® AT ADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT BE ACCOMPLISHED,FRAMING CLIPS SHALL BE USED TO oI FASTEN BUILT-UP MEMBERS.USE 0.131"0 x 2N'NAILS AT LTP4 CLIP WHEN INSTALLED OVER Y"SHEATHING- U I I III 2x4 FLAT BLOCKING I --- BEHIND STRAP . - \\ Z PANEL EDGE NAILING STRAP HOLD DOWN PER PER SHEAR WALL SCHEDULE PLAN(WHERE OCCURS) I 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 T x 0,229"PLATE WASHERS.PLATE WASHER SHALL EXTEND TO WITHIN)i"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 n'OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE.HOLE IN PLATE WASHERS MAY BE DIAGONALLY SLOTTED, PER S EAR NAILING HOLD PER P AND ADD'L k PER SMEAR WALL STUD PER PLAN ANCHOR BOLT OPTION MUDSILL ANCHOR OPTION g SCHEDULE (WHERE OCCURS) Y2 MAx co I 3"x3"xO.229"PLATE WASHERS FACE NAILING PER — STUDS PER PLAN SHEAR WALL SCHEDULE I 6n STRAP HOLD DOWN PERPLAN(WHEREOCCURS) CONCRETE STEM WALLCONCRETE STEM WALLPANEL EDGE NAILING FACE NAILING PER ER PLAN PER PLAN PER SHEARWALL SHEAR WALL SCHEDULE SCHEDULE L P.T.MUDSILL >of OPTION) v(MUDSILL ANCHOR OPTIONJ HOLD DOWN AND ADD'L STUD PER PLAN STUDS PER PLAN (WHERE OCCURS) ^0 il /� STUDS PER PLAN 3 `J