9584 7TH AVE SE 2024 Plans 2025-09-16

12d@ Woo(FACE NAIL SHEAR WALL SCHEDULE PER 1/S0O @ SHEAR (IN ACCORDANCE wIANSUAF&PA SDPWS-2015 SECTION 4.3) WALLS) Updated 1/2W2021 MINIMUM NADTH OF NAILED PANEL FACE OF FRAMING ANCHORAGE TO CONCRETE SEISMIC WIND W ADJOINING PANEL EDGES 0WALL SHEATHING EDGE ® MUDSILL FACE NAILING FRAMING CLIPS ® CAPACITY CAPACITY p t _ .. - TYPE NAILING PLATE (47 m (Y- ® SINGLE BUILT-UP ANCHOR BOLTS MUDSILLANCHORS h/b=3.5 No=3.5 U� SIMPSON/USP COMMONLY USED CONNECTIONS:(DROSS MEMBER MEMBER LL TOP CHORD SPLICE _ REFERENCE TABLE A35 @ 2T oc P7-8 1 SIDE 6.ac 2X 2x 2x 6"oc or Ys"O @ 60'oc MASAP @ 52"oc 240-p1f 240-pIt BOTTOM CHORD SPLICE @ lJ a iI PE LTP4 27'oc 194-0If 194-plf SIMPBDN STkONGTE a L Inspections Required P7-4 1SIDE 4"oc 2x 2x 2x 4"oc A35@18'oc W0@46'0c MASAP @36"oc 350-p1f 3517-p1f w - PRODUCT% r' 1 r. See Sheet SO]. LTP4@18 Do PI 284-p1f A35 @ 74"oc 450-PII 450.pif --- —C ---- ---- or �'0 @ 36"oc MASAP @ 28"oc HOEDOWN HDux-sOsz.S A Pi-3 iSIDE 3"oc 3x (2)2X 2x 3'oc LTP4@14 oc 366•PIf 366-p1t A35@7i'do _....._HOLO HO U+-SDS r A 4'-0"MIN.BETWEEN SPLICES P1-2 1 SIDE 2"- 3X (2)2x 2x 2"oc or %'O @ 20"oc MASAP @ 18"oc 590-p1f 620-P HOLOUM WN HDUS SDSx' L 478-p1f 669-pif V] LTP4 @ 7Y'oc HOLDO- HDUB SDSL 5 LOCATE SPLICE @ CENTERLINE A35 @ 18'oc OF VERT,STUD,TYP. 5 700-p1f 700 N HOEDOWN aTH01a P2-4 2 SIDES 4"oc 3x (2)2x 3x (2)Rows,4"oc and /'0( 28"oc MASAP @ IS"oc 56B plf 568-pif LTP4 @ 78 ac � - A35 @ 74"oc HOEDOWN STHD1aR _._ - P _ P2-3 2 SIDES 3"oc 3x (2)2x 3x 12)Rows,3"oc and %"0 @ 22"oc MASAP(a3 11"oc �3aPi� 9330f W L I LTP4 @ 14 OC W j HOEDOWN pf1 L �,[ r - 1 9 1� A35@B'oc 1180.If 1640.U z 59' y P2-2 2 SIDES 2"oc 3x (2)2x 3x (2)Rows,2"oc and sg"0 Q 12"oc MASAP @ 7"oc 957-p1f 1338-pH Ir-hI 7 i STRAP MST48 I - LTP4 @B STRAP ST2211 --- TOP PLATE PER 18/S06 SHEAR WALL SCHEDULE NOTES STRAv STszza J' _<� (SECTION 4.3.7.1.1) STRAY CS L .. CRIPPLE STUDS TO 1/s'OSB ar 111"PLYWOOD SHEATHING OR SIDING EXCEPT GROUP 5 SPECIES,MINIMUM PANEL SPAN RATING OF(24M).PANELS SHALL NOT BE LESS THAN 4'x8'.EXCEPT tt - _-- - - 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. l STRAP MASAI MA Al I. DF ASy�4 -- - ---- { - - --- ® (SECTION 4.3.7.1.2.8 SECTION 4.3.7.1.3) - STRAP CMSTCIB 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 78"oc.SHEATHING NAILS SHALL BE 0.131"0 x 2}'i',PLYWOOD EDGE NAILING SHALL BE STAGGERED.NAILS SHALL BE LOCATED AT LEAST " TIES EGrz STUDS NOT I FROM THE PANEL EDGES. TIES LTv+ REQ'D IF I �y _.__ _.._. _.... LESSTHAN 24" ° r,,�wy FMr'�r .4Y TIES LIPS r I Ell MIN INTERMEDIATE NAILING(12"DO PIES AJ+ , . I I I MIN II TIES A35 I I HEADER PER PLAN —_ I.I TIES HI TIES H25 —__ C0 _ ADD'L FULL 2.HEADER E OPENING HEIGHT STUD TIES H2sA I I W/(2)12tl TOENAILS IN PANEL EDGE NAILING PER SCHEDULE ISTAGGEHEUj � O POST GAP LCE+ EA.END STUDS PER PLAN Q3 - FASTENED TOGETHER (SECTION 4.3.7.1.4) POST CAI' EPC+4 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. POSE CAP EPC66 x ((1)2x U.O.N.) SINGLE MEMBER (FLATWISE) POST GAP CCUSD525 I 1 POST CAP ECCDSDS2 W 1 PERU --_. POST CAP AG 1 4 1 3 STUD PLATE BLOCK IN O WG RIM, PER( �OR OTHER FRAMING MEMBER POST CAP AC POST BASE PBq+I by a I,,o Lu CD PUS BASE AEI +uS Aeuse �4 (j) ® 3�4• I ADJOINING PANEL EDGES PUl r BASE ABABIJ BUILT-UP MEMBER DRA" TkUi HTS3DC T _ PER® URAG Ttellf HT530 -_ -""'-" '-C_ __- STUD.PLATE,BLOCKING.RIM,- ----- --''-- -'-- OR OTHER FRAMING MEMBER - URAGSTkU1 DBCS -- _-_ ALT..STRAP LOCATION �-_ L> FWNGEk lUS HEADER PER PLAN it • HANGER IDS PANEL EDGE NAILING w LU rIArIGER ITT FULL HEIGHT C516x36"STRAPS @ 0 Ll HANGER HUIHVC WINDOW CORNERS TIANGEP MID i (APPLY OVER SHEATHING) ADJOINING PANEL EDGES ADJOINING PANEL EDGES LL HANGER HUS I,ua i —- "-- FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THIRD FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF Ilz'. i �' -- FRAMING NAILS SHALL BE 0.131"0 x 3y°.0,131"O x W NAILS MAYBE USED WHEN STITCHING TOGETHER(2)2x MEMBERS WITH NO SPACERS. 7--- m AT ADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT BE ACCOMPLISHED,FRAMING CLIPS SHALL BE USED 10 U it 2x4 FLAT LOC NG FASTEN BUILT-UP MEMBERS.USE 0.131"0 x�"NAILS AT LTP4 CLIP WHEN INSTALLED OVER Y"SHEATHING. II BEHIND RAP"" W Z OI - ------ __.. -- - --- -- ® (2 PANEL EDGE NAILING STRAP HOLD DOWN PER—\ PER SHEAR WALL SCHEDULE D FACE NAILING PER PLAN(WHERE OCCURS) LAP RIM OPTION LAP PLATE OPTION A35 OPTION LTPq 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 C.229"PLATE WASHERS.PLATE WASHER SHALL EXTEND TO WITHIN Yz"OF l'HE 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)''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) MA X j 3"x3"x0,229"PLATE WAS -�� 55 j FACE NAILING PER STUDS PER PLAN SHEAR WALL SCHEDULE �� 'Y *HOLD TRAP HOLD DOWN PER AN(WHERE OCCURS) CONCRETE STEM WALL CONCRETE STEM WALL PANEL EDGE NAILINGCE NAILING PER ER PLAN PER PLANPER SHEAR WALLEAR WALL SCHEDULE SCHEDULE L '-P,T.MUDSILL >OPTION) (§%(MUDSILL ANCHOR OPTION) DOWN AND ADD'LUD PER PLAN STUDS PER PLANHERE OCCURS) /�O^TUDS PER PLAN 3 `J (VA