9516 7TH AVE SE Plans 2025-09-16

72d@6"oc(FACE NAIL SHEAR WALL SCHEDULE PER 1/SOB @ SHEAR (IN ACCORDANCE w/ANSUAF&PA SDPWS-2015 SECTION 4.3) ! y WALLS) Updated 1/20/2021 N MINIMUM NIDTH OF NAILED >Z FACE OF FRAMNG@ ANCHORAGE TO CONCRETE W PANEL ADJOINING PANEL EDGES SEISMIC WIND WALL SHEATHING EDGE ® MUDSILL FACE NAILING FRAMING CLIPS © CAPACITY CAPACITY 0 _ 2 j TYPE NAILING PLATE ® © = © SINGLE BUILT-UP fW 2 h/b=2fVD=3.5 No U= SIMPSON/USP COMMONLY USED CONNECTIONS:CROSS MEMBER MEMBER ANCHOR BOLTS MUDSILLANCHORS Q_ c DI�+ _ TOP CHORD SPLICE (�z w REFERENCE TABLE A35 @ 27'oc P1-6 1 SIDE 6"oc 2x 2x 2x 6"oc or 5/a"0 @ 60"oc MASAP Q 52"oc 240.p1f 240-pIf Q J a BOTTOM CHORD SPLICE LTP4 @ 27"Cc 194-p1f 794-p1f a =w S TYPE BIMPSON STRON(r'rl-c USP k -NRAL A3'tr"" o 350.p1f 350-p1f a~ CUJIt 'JP.s pe1_. II Inspections Required P14 1SIDE 4"oc 2x 2x 2x 4"oc or �§"0Q46"oc MASAPQ 36"oc 2B4-plf 284pIP mm — - - PRODUCT* PROOO-�. See Sheet SO LTP4 @18'. A35 Q 14"oc 450-p1( 450p1f nOL00WN HDU2sDS25 __-— PFt02A__- P7-3 1 SIDE 3"a 31( (2)2x 2x 3"a or 3'p"0 @ 3fi"oc MASAP @ 28"oc 38B-Plf 350-Of HOEDOWN HDU4-SDS2.5 F�G4A LTP4 @ 14"ac 4'-W MIN.BETWEEN SPLICES--2A35 Cor "oc 590-p1f 820.p1F HULUOWN HDUSSDsz.S vrl[r5A Pt-2 1 SIDE 2"oc 3x (2)2x 2x 2"oc V0 @ 20"oc MASAP @ 18"oc q78-plf 669-0 LTP4 Q 7Y"oc - HOLDOWN HDUSS=.E ✓HOb LOCATE SPLICE @CENTERLINE @ v D OF VERT.STUD,TYP. P2-4 2 SIDES 4". 3x (2)2x 3x (2)Rows,4"oc A35 and8 oc WO @ 28"oC MASAP @ 15"oc 700-D1f 700-pif �r k LTP4 Q IV ac 568-p1f 568-p1f HOLDOwN STH01a r U r(ii 3 W -- _ A35 @ 14"oc 5 HOEDOWN --- r R P2-3 2 SIDES 3"oc 3z (2)2z 3x (2)Rows 3'oc antl "0 @ 22"oc MASAP @ 17"oc 7133-plf 733-pit {y' -_ LTP4(( 14"Oc ] -._ HOLUGvrN U'fTiZ FL! F SHER 18 A35QB"oc 1180-pit 1640.U P2-2 2 SI DES 2"oc 3rz (2)2x 3x (?)Rows,2"oc antl s/S"0 Q 12" MASAP @ 7"oc oc 957-p1f 1338-pH _ LTP4 @ 8"oc u MST4b 19 K 1 .__ -_ x s STRAP ST2215 S m, sTszz4 .;.,_ TOP PLATE PER 18/S06 SHEAR WALL SCHEDULE NOTES LTa '-- (SECTION 4.3.7.1.1) STRAP GS1e IS T. CRIPPLE STUDS TO %e'OSB or's/"PLYWOOD SHEATHING OR SIDING EXCEPT GROUP 6 SPECIES.MINIMUM PANEL SPAN RATING OF(24/0).PANELS SHALL NOT BE LESS THAN 4'x8',EXCEPT t AT BOUNDARIES AND CHANGES IN FRAMING-ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. 1 MATCH WALL STUDS .OF N;Sy/ry STRAP MASA MASAP I l j TCifi Q (SECTION 4-3.7.1.2.&SECTION 4.3.7.1.3) -ST C L PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES.NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ 12"oc.MAXIMUM D z STUD SPACING SHALL BE 76"0c.SHEATHING NAILS SHALL BE 0.137"0 x 2y{'.PLYWOOD EDGE NAILING SHALL BE STAGGERED.NAILS SHALL BE LOCATED AT LEAST 3�a" TIESIES LG CRIPPLE LGT2 Lu T S7UDS NOT � FROM THE PANEL EDGES. I TIES LTP4 11,IF REQ'D IF j •> y55 'S LESS THAN TIES LTPS TIES A39 M1i%4 y8" 1i INTERMEDIATE NAILING(I 2"oc) — — — _ MIN II TIES A35 I HEADER PER PLAN ,I I"I TIES H1 RTIS �1 TIES H2.5 _----� h.T: ADD'L FULL 00 TIES H2.5A ;'rip 2x HEADER @ OPENING HEIGHT STUD " L W1(2)12d TOENAILS MIN PANEL EDGE NAILING PER SCHEDULE(STAGGERED] O POST GAP LCE4 tt- EA.END STUDS PER PLAN_.._ ON POD r GAP EPIC. El W//S2EdN0 6,ToOGETHER OO THEE MIINIMUM7NOMINAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE AS INDICATED IN THE SCHEDULE. \\ POST GIP EPCG6 t.*!.E.ei; [(1)2X U.O.N.) POST CAP CCDSD32.5 h�:c:U SINGLE MEMBER (FLATWISE) . . POST(:A,P ECCO-5GS2.5 .i-.:;G! PERQ3 z W �'--$—PERQ3 J PUST SAP ACa ' 14 13 STUD, OTHER FRAMING MEM BERRIM O _j POST GAP AC6 -. _ _ POST BASE POST BASE ABUaa © /4 POST BABE ABU6fi ADJOINING PANEL EDGES POSTBASE ABAfifi 1 o DRAG STRUT HT53DG ( �— BUILT-UP MEMBER DRAG STRUT HTS3U -- - �.----,-- ,y. PER® STUD,PLATE,BLOCKING,RIM, DRAG STRUT DSC5 ST O OR OTHER FRAMING MEMBER -- —� ALTSTRAP LOCATION (� -_rWnGER LUS _ — HEADER PER PLAN I i °HANGER MIS W S ,. �I -�.,I�- ------ - - -- i" PANEL EDGE NAILING HANGER ITT 1 / if FULL HEIGHT ° HANGER HU/HUG r � �:� CS16x36'STRAPS @ ® 02 Q W --- — - ----- 'I �WINDOWCORNERS �4^-1(• > HANGER MIu F / (APPLY OVER SHEATHING) ° ° ADJOINING PANEL EDGES ADJOINING PANEL EDGES O FWNGER Huy ,, 41-= I 4 FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF 1Y O FRAMING NAILS SHALL BE 0,131 0 x 3y.0.137 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 - FASTEN BUILT-UP MEMBERS.USE 0.131"0 x 2)2'NAILS AT LTP4 CLIP WHEN INSTALLED OVER Y'SHEATHING. �.' 2x4 FLAT BLOCKING9. I BEHIND STRAP Z . ® Q O �� - _ ° \ :• '10 U) STRAP HOLD DOWN PER PANEL EDGE NAILING �� 0I PER SHEAR WALL SCHEDULE Ix Ix PLAN(WHERE OCCURS) LAP RIM OPTION LAP PLATE OPTION U A35 OPTION LTP4 OPTION FACE NAILING PER SHEAR WALL SCHEDULE - ® (SECTION 4.3.6.4,3) ANCHOR BOLTS EMBEDMENT SHALL BET',U.O.N.ALL ANCHORS SHALL HAVE 3"x 3"x 0.229"PLATE WASHERS.PLATE WASHER SHALL EXTEND TO WITHIN Y'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)"OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE.HOLE IN PLATE WASHERS MAY BE DIAGONALLY SLOTTED. PANEL EDGE NAIL77f7H LD DOWN AND ADD'L PER SMEAR WALL UD PER PLAN ANCHOR BOLT OPTIONMUDSILL ANCHOR OPTION SCHEDULE HERE OCCURS) Y"MAX M 3"x3"xO.229"PLATE WASHERSCE NAILING PER C STUDS PER PLAN SHEAR WALL SCHEDULE II *HOLD TRAP HOLD DOWN PER AN(WHERE OCCURS) DI o CONCRETE STEM WALL - CONCRETE STEM WALL a' CE NAILING PER PANEL EDGE NAILING PER PLAN PER PLAN Gi n PER SHEAR WALLEAR WALL SCHEDULE c SCHEDULE P.T.MUDSILL P.T.MUDSILL ul DOWN AND ADUL ®(ANCHOR BOLT OPTION) ©(MUDSILL ANCHOR OPTION) UD PER PLAN HERE OCCURS) STUDS PER PLANTUDS PER PLAN O 6