9594 7TH AVE SE 2024 Plans 2025-09-16

12d@61(FACE NAIL SHEAR WALL SCHEDULE PER 1/SD6 @ SHEAR (IN ACCORDANCE w/ANSI/AF&PA SDPWS-2015 SECTION 43) ;_r WALLS) Updated V2012021 _--_l -I J MINIMUM WDTH OF NAILED PANEL FACE OF FRANINGC ANCHORAGE TO CONCRETE SEISMIC VNNO W _ 5;- ADJOINING PANEL EDGES ® CAPACITY CAPACITY 0 S I� WALL SHEATHING EDGE ® MUDSILL FACE NAILING FRAMING CLIPS _ E TYPE NAILING - PLATE 4Q ® h/b=2 h/b=2 ---- SINGLE BUILT-UP ANCHOR BOLTS MUDSILL ANCHORS hlb=3.5 hlb=3.5 Uz _ LOiI✓; SIMPSON 1 USP COMMONLY USED CONNECTIONS:CROSS TOP CHORD SPLICE MEMBER MEMBER ALL' if} REFERENCE TABLE A35 @ 27"oc 240-pif 240-p1f P7.6 1 SIDE 6"oc 2x 2. 2x 6'uc %"0 @ 60"oc MASAP @ 52"oc Q < w BOTTOM CHORD SPLICE LTP4 @ 27"oc 194-p8 194pll n- r W TYPO SIMPSON STRONG-FIE A35®ig•pp F P14 1 SIDE 4"oc 2x 2x 2x 4"oc "0 @ 48"« MASAP @ 36"oc 350-p1i 350ytf m or 284-pif 284-pif -- --- "'PRODUCTtt LTP4 @ 18"oc -- x� 14"OC LYE HnLGwN O nWz.GD62.5 P1-3 1 SIDE 3"oc 3x (2)2x 2x 3"oc A35 @ or 'YB"0 @ 36"oc MASAP @ 28" 450-Of 450-plf LTP4 oc 368-p1f 366-plf fIOLDOwN HW8-SD_z.5 BETWEEN SPLICEST P1.2 1 SIDE 2"oc 3x (2)2x 2x 2"oc A35�7 oc - -0 @ 20"oc MASAP @ 18"ac 590-1f 620-p1f HCwowN HDUSSDz s' LLN."10ITN. 00TESPLICE @CENTERLINEA35 @ 18 oc0 @ 28"oc MASAP @ 15"oc 568-df 568p1f4J 5LTP4 7Y 8478-p1f 669-p1f' OFVER.STUD,TYP. 700-p1f 700-If P24 2 SIDES 4"oc 3x (2)2x 3x (2)Rows,4"Dc d '/6" HOu)OwN STH014 LTP4 @ 18 OC -- -- ---'- A35@14•'oc HOLUOVJN STH014RJ - J 900-p1f 500-p1f '6 P2-3 2 SIDES 3"oc 3Y (2)2u 3X (2)ROWS,3"ac antl VO Q 221 oc MAS 4P @„•DL ufY�IW� -- .-_ 733-p1f 733 HOLDOWN DTT1G LTP4 @ 14"of I� (:• , 1 P2-2 A35 @ 8"oc P 7„°L 1180-pff 1640-p1r �c r STRAP MST48 1 2 SIDES 2"oc 3x (2)2x 3x (2)Rows,2"°c and �•'0 @ 12"°° MASH e° 957-plf 1338-p)f I� - LTP4 @ B"oc '� 4t SI'FAP ST6224 SHEAR WALL SCHEDULE NOTES TOP PLATE PER 78/S06 .. t�P ST6224 (SECTION437.1.1) __..__ .. TRAP CSIB CRIPPLE STUDS TO Y,s OSB or"'hi'PLYWOOD SHEATHING OR SIDING EXCEPT GROUP 5 SPECIES.MINIMUM PANEL SPAN RATING OF(24/0).PANELS SHALL NOT BE LESS THAN 4'x6%EXCEPT "-- "-'--' '— — --_--- 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. _ - I SIRAP MASA/MASAP ' ' A A ® (SECTION 4.37.1.2.&SECTION 4.3.7.1.3) c 11 RAP CN I- PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES.NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ 12"oc.MAXIMUM , CRIPPLE I STUD SPACING SHALL BE 16"oc,SHEATHING NAILS SHALL BE 0.131"0 x ZY".PLYWOOD EDGE NAILING SHALL BE STAGGERED.NAILS SHALL BE LOCATED AT LEAST% NOT TIES LGT2 STUDS I FROM THE PANEL EDGES. _.-_ ..... ..—LTP4—" _.._... -. .__ REDO IF u s LTP � - -- --- LESS THAN 24" I t1 LTPb I ILI A 4 MIN I ; INTERMEDIATE NAILING(12"a) � � I t E Ass HEADER PER PLAN00 1 ES H F H35 -- -___ ADD'LFULL ___ Q__1 _ _ ___ L•___-.._ llk5 H25A 2x HEADER @ OPENING HEIGHT STUD I �— W/(2)12d TOENAILS MINNEL EDGE NAILING PER SCHEDULE(STR[:'+F.I',FDf Po T AP LCE4 EA.END STUDS PER PLAN - - FASTENEDTOGETHER Q (SECTION IMUM7.7.4j F 1 CAI' F.PG44 - W/12d @ 6"oc THE MINIMUM NOMINAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE AS INDIC,I ED IN THE SCHEDULE. P3SF CAP EPC66 fvl L(1)2x U.O.N.) - - SINGLE MEMBER (FLATWISE) POST CAP CA"1362.5 W--�— �—PERQ Y'OSF CAP ECCO-SDS25 PERU ( 7 STUD,PLATE,BLOCKING,RIM.—� \,V.J P0'`A' 14 13 OR OTHER FRAMING MEMBER ` ! SIC - AC6 - POSTBA F � P1144IGG I.SIBAS1 L A6G %P POST BAJL AEU6B J,_ . 4 ADJOINING PANEL EDGES --PO IT BAIL I A8A6G � GRAD SON IA HTS3LC BUILT-UP MEMBER GR1 S1I uNAu TI Ur BEGS I iI ® OR OTHER FRAMING MEMBER (S) __ __ .. A —ALT.STRAP LOCATION - HANC EN T LU HEADER PER PLAN / I— U � I RANGE IDS 'LPANEL Ill EDGE NAILING MAN ER ITT FULL HEIGHT • wf CSi6x36"STRAPS@ ® �- (?lIANcrr nu nuc WINDOW CORNERS 4" W F6WJ LR LL- MIU (APPLY OVER SHEATHING) ADJOINING PANEL EDGES ADJOINING PANEL EDGES-------------- (`) HANGER Bus ..., — ® FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF 1y-- FRAMING NAILS SHALL BE 0.131"0 x W4".0.131"0 x 3"NAILS MAY BE USED WHEN STITCHING TOGETHER(2)2x MEMBERS WITH NO SPACERS. © AT ADJOINING PANEL EDGE5 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 0.131"0 x 2Y^NAILS AT LTP4 CLIP WHEN INSTALLED OVER Yz"SHEATHING.'i l ' •2x4 FLAT BLOCKING 'I I, BEHIND STRAP W O 40 II illl 10 9 8 � I �1 -- _ PANEL EDGE NAILING _ ® v STRAP HOLD DOWN PER PER SHEAR WALL SCHEDULE V PLAN(WHERE OCCURS) Ji /J FACE NAILING PER LAP RIM OPTION LAP PLATE OPTION A35 OPTION LTP4 OPTION SHEAR WALL SCHEDULE ® XD FION 4,3.6.4.3) ANCHOR BOLTS EMBEDMENT SHALL SE 7'.U.O.N.At.L.ANCHORS SHALL HAVE 3"x 3"x 0 229"PLATE WASHERS.PLATE WASHER SHALL EXTEND TO WITHIN Yp"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 y2"OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE.HOLE IN PLATE WASHERS MAY BE DIAGONALLY SLOTTED 4 PANELEDGENAILING HOLD DOWN AND ADD'LTION k PER SHEAR WALL STUD PER PLAN ANCHOR BOLT OPTION MUDSILL ANCHOR OF— m SCHEDULE (WHERE OCCURS) yP MAx 3"x3"x0.22E h ' FACE NAILING PER PLATE WASHERS STUD5 PER PLAN SHEAR WALL SOHEDULE w STRAP HOLD DOWN PER PLAN(WHERE OCCURS) ONCRETE STEM WALLCl CONCRETE STEM WALL PAEL EDGE NAILING FACE NAILING PER PER PLAN PER PLANPERN SHEAR WALL SHEAR WALL SCHEDULE c SCHEDULE P.T.MUDSILL P.T.MUDSILL > (Y HOLD DOWN AND ADD'L ( (ANCHOR BOLT OPTION) s4�(MUDSILL ANCHOR OPTION) STUD PER PLAN y- STUDS PER PLAN (WHERE OCCURS) ^O „ /� STUDS PER PLAN 1 •`Vl