9598 7TH AVE SE 2024 Plans 2025-09-17

12d @ 6'oc(FACE NAIL SHEAR WALL SCHEDULE ; PER 1/S06 @ SHEAR (IN ACCORDANCE w/ANSIfAF&PA SDPWS-2015 SECTION 4.3) _ WALLS) Updated 1/20/2021 = MINIMUMWOTH OF NAILED '^T FACE OF FRAMING® ANCHORAGE TO CONCRETE W PANEL ADJOININGPANELEDGES SEISMIC WIND - WALL SHEATHING EDGE (3) MUDSILL FACE NAILING FRAMING CLIPS l� CAPACITY CAPACITY PLATE TYPE NAILING -'-' ® SINGLE BUILT-UP N1b 2 hnh=2 TOP CHORD SPLICE U_= w�N SIMPSON I USP COMMONLY USED CONNECTIONS.CROSS MEMBER MEMBER ANCHOR BOLTS MUDSILL ANCHORS 1+- iir r REFERENCE TABLE A35 @ 27"oc 240-plf 2401At -- -- U BOTTOM CHORD SPLICE ID P1-0 1 SIDE 4"oc 2x 2x 2x 4'oc LTP4 27 oc "0 @ 48 oc MASAP @ 52"oc Q �I TYPE IMPSON$iRUNGI L U IIL ORS A35 @ 18"OL 194PIf 184pif D. �. ( NE11)rti T;I _ _ Spec:,,al Inspections RequiredLC PRODUCT N of 2x 2%— 2x 6' LTP4®18 O0 0 60 Oc MASAP @ 36"OC 284-p1f 284-Of I-0 _____- See Sheet S01 -- - A35 @ 14'oc HOLDONM HDU2-SGS24 -�c. PI-3 1 SIDE 3"oc 3x (2)2x 2x 3"oL or %"0 @ 36"oc MASAP @ 28"oc 450-plf 450-p1f .- LTP4 @ 14"Do 366-p1f 366-p1f HOLDO- HDW-SOS2 5 A35 @ 7 j OC -- - _._. 4'-0"MIN.BETWEEN SPLICES 5 59D-plt 82U-plf PI-2 1 SIDE 2"Oc 3x (2)2x 2x 2"oc or /0 @ 20"oc MASAP @ 18"oc q76-plf 889-pit (n HULUVWN HDU5-50S1.5 L LTP4 @ 7Yj"OL -- _ ---- LOCATE SPLICE @ CENTERLINE HGLDOVJN HDU6-SDS2 5 1 OF VERT.STUD,TYP. P2.4 2 SIDES 4"oc 3x (2)2z 3x (2)Rows,4"oc A35 @ 1tl8"oc ,0 @ 28"oc MASAP @ 15"oc 700-p1f 700-plf *4 3 HOLLOW STHD14 f ! LIP ((�16'oc 568•Plf SF18-p11 _- -- - -" A35 @ 14 oc 900-P1f 700-p1f 1 P2-3 2 SIDES 3'oc Sx (2)2x 3x (2)Rows 3"uc and WO @ 22'oc MASAP @ 1 t"oc 733-p1f 733-pit HOLGOVVN _ STH019RJ rA[ I LTP4 14"OL W ! A35 8 oc 1180-p1f 1640-plf H r vdw - OTT 72 rl AFL 1 HFR 1^ 1$ p2.2 2 SIDES 2"oc 3x (2)2x 3x (2)Rows 2"oc LTp4and8 "0 @ 12'oc MASAP @ 7"oc g57-plf 1338-ptl 2 .� _ y @ 1 RAJ• MST48 I 1 *TRAP ST2215 w is SHEAR WALL SCHEDULE NOTES -- S1'F(a- Si622a __el TOP PLATE PER I B/Sa6 (SECTION 4.3.7.1.1) tHAI' CS10 -.� CRIPPLE STUDS TO I,.OSB or 1%"PLYWOOD SHEATHING OR SIDING EXCEPT GROUP 5 SPECIES.MINIMUM PANEL SPAN RATING OF(24/0).PANELS SHALL NOT BE LESS THAN 4'4%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, 1 T. %- h OF A9�14 1 RAP MASA I MASAP .___ ..._ ® (SECTION 4.3.7.1.2.&SECTION 4.3.7.1.3) ( ,r:A 1 AP CMSTC1U I I: _ PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES.NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ 12"oe.MAXIMUM z CRIE21 STUD SPACING SHALL BE 16"oc.SHEATHING NAILS SHALL BE 0.131"0 x 2Yj'.PLYWOOD EDGE NAILING SHALL BE STAGGERED.NAILS SHALL BE LOCATED AT LEAST%" "'- STUD FROM THE PANEL EDGES. v M66 .4 i -- LGT2- _ LESS T1—_. TF 4 lIL LTP5 3/ UNU IIL qJ9 .I i N INTERMEDIATE NAILING(12"oc)MI --� IIF A35 HEADER PER PLAN M W rn H1 _. /___ -ADD'L FULL - - a 2x HEADER @OPENING HEIGHT STUD I II H2 5A EA.E 12tl TOENAILS MIN PANEL EDGE NAILING PER SCHEDULE(STAGGERED) O ._ ... -. LCEe EA.END STUDS PER PLAN FASTENED TOGETHER03 (SECTION 4.3.7.1.4) I r Ai EPc.4 i W/120 @ 6"oc THE MINIMUMM NOMINAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE AS INDICATED IN THE SCHEDULE. EPc66 1(1)2x U.O.N.) SINGLE MEMBER ( FLATWISE ) Pu CLOSD625 I PER(4) Z W ( T( SCCO S0525 a STUD,PLATE,BLOCKING,RIM PER(' (/'�) J I I• A(4 / OR OTHER FRAMING MEMBER \/ W .I• AG6 - -- 1 13 m Wr r0 L PIJ44/66 � v I DAL ..- ABu4a _- �4 U L2) _ __3�4" Q_ 1 U I HASL ABU66 • -ADJOINING PANEL EDGES NIS, A t ABA66 DFZ BUILT-UP TRui HTS3DC - MEMBER I NAG ST RUT FITS3U T - �— _-_-_ PER® STUD,PLATE,BLOCKING,RIM.- -__-_---- --� -�--- ------ ----- OR OTHER FRAMING MEMBER 1 c IItu1 --- DSC - -- -- , ALTSTRAP LOCATION40 -. -.... PER PLAN HEADER PE_ LH Lus Ili. C4� W _-_ NN ER IDS _ PANEL EDGE NAILING ,ANGER ITT , • FULL HEIGHT • W STRAPS IAr FR Hu/HUG - _____.___ ___ WIN WCORNERS@ 3Im ©� W EL EDGES- U) LL fWNGER HUS j_-_- - 4--- ^- _MID (APPLY OVER SHEATHING) FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN ADJOINING ABE STRAIGHT DRIVEN THRU FIRS AM MNEL EDGES EMBER AND NING NPENE RATE MAIN MEMBER MINIMUM OF 1Yj' O FRAMING NAILS SHALL BE 0.131 0 x 3,Y4.0.131 0 x 4 NAILS MAY BE 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 ACCOMPLISHC-U,FRAMING CLIPS SHALL BE USED I U FASTEN BUILT-UP MEMBERS,USE 0.131"0 x7Y"NAILS AT LTP4 CLIP WHEN INSTALLED OVER Y"SHEATHING. •2x4 FLAT BLOCKING 11 •BEHIND STRAP W Z 1 1 i la i - - cn PANEL EDGE NAILING STRAP HOLD DOWN PER PER SHEAR WALL SCHEDULE D 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 WITHINV OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE.HOLE IN PLATE WASHERS MAYBE DIAGONALLY SLOTTED. PANEL EDGE NAILING HOLD DOWN AND ADD'L ANCHOR BOLT OPTION PER SHEAR WALL MUDSILL ANCHOR OPTION m STUD PER PLAN = SCHEDULE (WHERE OCCURS) Y"MAX FACE NAILING PER 3"x3"xO.229"PLATE WASHERS - _--- N STUDS PER PLAN SHEAR WALL SCHEDULE50- y *HOLD TRAP HOLD DOWN PER '\ AN(WHERE OCCURS) W - CONCRETE STEM WALL CONCRETE STEM WALL CE NAILING PER PER PLAN PER PLAN PNEL EDGE NAILINGEAR WALL SCHEDULE PER SHEAR WALL SCHEDULE P.T.MUDSILL i �--P.T.MUDSILL (ANCHOR BOLT OPTION) (§fir(MUDSILL ANCHOR OPTION) j DOWN ND ADUL UD PER PLAN STUDS PER PLANHERE OCCURS) ^O^TUDS PER PLAN 3 1J' /V-