9596 7TH AVE SE 2024 Plans 2025-09-16

- --- -- 12d Q6"..(FACE NAIL SHEAR WALL SCHEDULE ` PER 1/S06 Q SHEAR (IN ACCORDANCE W/ANSI/AFBPA SDPWS-2015 SECTION 4.3) _ WALLS) UpaaWd 1I2012021 - MINIMUM WIDTH OF NAILED _ PANEL FACE OF FRAMING® ANCHORAGE TO CONCRETE W - ADJOINING PANEL EDGES SEISMIC WIND WALL SHEATHING EDGE ® MUDSILL FACE NAILING FRAMING CLIPS <6J CAPACITY CAPACITY ❑ _ _'' TYPE NAILING PLATE U N/b=2 t✓b=2 f ® SINGLE BUILT-UP ANCHOR BOLT S MUDSILL ANCHORS N/b SIMPSON I USP COMMONLY USED CONNECT IONS:CROSS TOP CHORD SPLICE MEMBER MEMBER ly-_ = - REFERENCE TABLE pt-6 1 s1DE s"oc 2z 2x 2x 6"oc A35 Q 2T'ac „�®s❑^.. MASAP Q 52"oc 24Dpif 240-plf ---- ------ BOTTOM CHORD SPLICE 194-pif 194-pif LTP4 Q 27"oc d x TYPE SIMPSON STR NC fIC U�. ,` Qor %"0 Q 46".c MASAP Q 36"oc 284-p1f 284-pif _- -�� Pt 3 1 SIDE 3"oc 3x (2)2x 2x 3"oc L PgLor1 6•oc "0 Q 36"oc MASAP C.28"o. 366-pif 4366-pit I, __- PRODULT9 !-' U A HOLUOWN HDU2 SDy II. L Q 14 OC FOLDOW'N HDU4 DS2.5 A"5 rT"0C SIDE .. �—L:AMI..BETWEEN SPLICES LTP4A35 Qr TX�18 oc e Q Q 568-p478-pif 668--pif ! HOEDOWN HOLDOWN HDS rrIo x25 ,.L I.I __ _ OF VERTTE SSTUD,TPLICE @ PENTERLINE p2-0 21SIDES 4"oc 3z (212x 3z (2)Rows.4"oc LTP4 aannd B" e"0Q26".c MASAP 15"oc 700-pif 700.If �'I Ylry _.— --_- _— A35 Q 14.c ° 900.PIf 900-PIf HOEDOWN Hrlu"D.•25 1 Q L 10L'0HN GTHDIaRJ P2-3 2SIDES 3"oc 3x (2)21 3x (2)Rows,3"oc and 'IVOQ 22".c MASAP'T IVoc (� Q LTP4 Q 14"oc 733y1f 73}plt � W A I STRAP T RAP N - ST 115 �_ 1 1 J -- ----- 1 V P2-2 2 SIDES 2"oc 3x (212F- - 3x- (2)Row>,2"oc TP4Qd oc 12"oc MASAP Q 7"oc II• - 11 B091f 1640.p1f � .. ST iAP MSTxe - Q8••.c _--- --___- 957-p1f 1338-PIF I -- - SHEAR WALL SCHEDULE NOTES s ruAl yT62z TOP PLATE PER 18/S06 _ _. _ (SECTION4371.7 iRHr Csiu CRIPPLE STUDS TO %s OSB or Ham'PLYWOOD SHEATHING OR SIDING EXCEPT GROUP 5 SPECIES.MINIMUM PANEL SPAN RATING OF(24/0).PANELS SHALL NOT BE LESS THAN 4'zE',EXCEPT' -'-- --'-- --- I 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. p°ti yy TRAY MASA/M S P I '`.Y1+y,O'fASry�N � _ -- --- ® (SECTION 4.17 EDGE .1Z 6 SECTION 4.3.7.1.3) DUP- CMBfC II STUDS NOT FROMPANELTHE PANEL EDGESNG . TO ALL SHEATHING PANEL EDGES.NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS Q 12"oc.MAXIMUM j ""--' "-'---- - CRIPPLE I 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 " ..- .- - TI S LGT2 A 6 `x tIES LTPq LESS THAN 24" TES LIPS _ I I 3•• ' CS Apo - I I �6 INTERMEDIATE NAILINL3(12'oc) I MIN TIES A35 I I� HEADER PER PLAN I I PIES lil i'1 S H2F _-_.._.... _. ADD'L FULL 5A 2x HEADER OPENING HEIGHT STUD MIN PANEL EDGE NAILING PER SCHEDULE(STAGGERED) TIES H2 _ W/(2)12tl TOENAILS NAILS � O LCEa - - EA.END STUDS PER PLAN --- _ --- - -_ FASTENED TOGETHER Q(SECTION 4.3.7.1.4) J �. P 1 Ell- W/12d Q 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. l0bl- _. _-- EPC6fi .�. _ -_ [(1)2x U.O.N.( CCDSD Z SINGLE MEMBER (FLATWISE) Z LU r TCPY _ PER(3)POST C<' ECCO SDS2, STUD,PLATE,BLOCKING,RIM, O LU F OBI A AL 14 13 OR OTHER FRAMING MEMBER PUT A1 z I'D T BASE P0441 aG ,. 11161 POST BASE ABUxq • I • ADJOINING PANEL EDGES i E ABU6b • ', uj POST SA IABA65 --------- -------- BUILT-LIP MEMBER DIWC I Ih T HTS- i 411 PER DR G TR T HT u1 I_________ _ ----' ___- STUD,PLATE.BLOCKING,RIM, --- rT -- ------- --- OR OTHER FRAMING MEMBER _ DRAG STSU DSC5 _ ALT.STRAP LOCATION - _-- HEADER PER PLAN F- HANGER U15 III HANGER _ -- Ills -_ -,- i1 PANEL EDGE NAILINGIr IA LI. ITT i t ° FULL HEIGHT LU HA 1. HUINIr Wil OW36-STRAPSQ � � i I /`WINDOW CORNERS �q" LLI RANGER MIU t / (APPLY OVER SHEATHING) ADJOINING PANEL EDGES ADJOINING PANEL EDGES U) � _______ ___________ O HANGER Hub L ------ - D FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF iy", I r--- FRAMING NAILS SHALL BE 0.13V0 x 3y4",0.131"0 x 3"NAILS MAY BE USED WHEN STITCHING TOGETHER(2)2x MEMBERS WITH NO SPACERS. { Q AT ADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT BE ACCOMPLISHED.FRAMING CLIPS SHALL BE USED TO 2%4 FLAT BLOCKING V FASTEN BUILT-UP MEMBERS.USE 0.131"0 x V"NAILS AT LTP4 CLIP WHEN INSTALLED OVER Y2"SHEATHING. l BEHIND STRAP - w O 10 __ 9 8 •� o PANEL EDGE NAILING U 11:1v PER SHEAR WALL SCHEDULE U J f STRAP HOLD DOWN PER !' PLAN(WHERE OCCURS) FAC NAILING PER LAP RIM OPTION LAP PLATE OPTION A35 OPTION LTP4 OPTION E SHEAR WALL SCHEDULE � (SECTION 4.3.6.4.3) ANCHOR BOLTS EMBEDMENT SHALL BE 7",U,O.N.ALL ANCHORS SHALL HAVE 3"z X x 0.229'PLATE WASHERS,PLATE WASHER SHALL EXTEND TO WITHINyj'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 MAYBE DIAGONALLY SLOTTED. k PANEL EDGE NAILING HOLD DOWN AND ADD'L ANCHOR BOLT OPTION MUDSILL ANCHOR OPTION f PER SHEAR WALL STUD PER PLAN SCHEDULE (WHERE OCCURS) MAX y 3'k3"0.229"PLATE WASHERS ' FACE NAILING PER _ ~ STUDS PER PLAN SHEAR WALL SCHEDULE a STRAP HOLD DOWN PER PLAN(WHERE OCCURS) w CONCRETE STEM WALL - CONCRETE STEM WALL a v i PANEL EDGE NAILING FACE NAILING PER PER PLAN '� PER PLAN PER SHEAR WALL SHEAR WALL SCHEDULE SCHEDULE P.T.MUDSILL \ P.T.MU DSILL > (ANCHOR BOLT OPTION) `V(MUDSILLANCHOR OPTIONj HOLD DOWN AND ADUL STUD PER PLAN (WHERE OCCURS) ^O/'� STUDS PER PLAN ! .\Vl /V� - A STUDS PER PLAN 3 4 1