9570 7TH AVE SE 2024 Plans 2025-09-16 (2)

! 12d@6"..(FACE NAIL SHEAR WALL SCHEDULE PER USES @ SHEAR (IN ACCORDANCE w/ANSI/APBPA SDPWS-2015 SECTION 4.3) H^ WALLS) Updated 1/2D/2021 MINIMUM(MOTH OF NAILED ��1 FACE OF FRAMING® ANCHORAGE TO CONCRETE W PANEL ADJOINING PANEL EDGES SEISMIC WIND WALL SHEATHING EDGE ® MUDSILL FACE NAILING FRAMING CLIPS Q CAPACITY CAPACITY 0 E =U TYPE NAILING - - - y ---- - -- - Q SINGLE BUILT-UP PLATE ® © -- hOb 3. hb=3. U-. F ¢S ANCHOR BOLTS MUDSILL ANCHORS h/b=3.5 Nb=3.5 U _ ly SIMPSON/USP COMMONLY USED CONNECT iONV j CROSS TOP CHORD SPLICE MEMBER MEMBER ll� w' A36 2T'oc REFERENCE TABLE U w P1-6 1 SIDE 6"oc 2x 2x 2x 6"oc or V0 @ ST oc MASAP @ 52"oc 240.p1f 240-pit Q — ----..----- ----- -- --- - ', BOTTOM CHORD SPLICE LTP4 @ 27"oc 194-plf 194-P1f D. T 1 fV PE tiIMPSON STRONG-1 I. Inspections Required A35@18"oc I- -.,-, P14 1 SIDE 4`oc 2x 2x 2x 4"oc 36"oc 284PIf 284y If �' or %s"ID @ 46'oc MASAP _ LTP4 16"oc _ PRODUCTS f,1 See Sheet S01 AM - _--- 450-P1f 450-p1F 11OLOOWN HW2SD52.5 Y� ..-, P1-3 1 SIDE 3"oc 3x (2)2x 2x 3"oc or 5'"0 @ 36'oc MASAP @ 28"oc 366-p1f 366-p1f HOEDOWN HZ---.5 LTP4 @ 14'OG A35@72"oc 4'-0"MIN.BETWEEN SPLICES 590-p1f 820-p1f Pt-2 1 BIDE 2"oc 3x (2)2x 2x 2"oc or 5/e 0 @ 20"oc MASAP @ 18"oc HOLDOWN HDU"=5 - •'Y - - _—OF VERT.STUD,TYPENTERLINE P24 2 BIDES 4"oc 3x (2)2x _ -_3z (2)Rows,4"oc LTP4 @@tly oc 0 @ 28"oc MASAP Co 75"oc 508-p1f SB6-pIf Z LIr HOLUONM HUVe-SUsz., _ P2-3 2 SIDEB 3"oc 3x (2I2x 3x (2)Rows,3"oc A35 @ 14•oc 'ID @ 22"ac MASAP @ 11"oc 733-p1f 733-Of 5 ILLIAMJ STHD74 LTP4 18 HOEDOWN STHDAR. 900-p1f 900.If LTP4@14 oc W},-µ H LrCWN DTT,2 f HI.R 19 18 •• A35 @ 8"oc 1160-P1f 1640.p1f P2-2 2 SIDES 2"oc 3x (2)2x 3z l2I Rows,2"oc and G/A"0 @ 12"oc MASAP @ 7"oc 5 2✓I- —_ SIR. LTP4 @ 8"OC 957-pf 7338-D8 S .iT RAP ST2215 W _ STRAP STA224 _�; _ TOP PLATE PER IB/SO6 SHEAR WALL SCHEDULE NOTES (SECTION STRAP S1G CRIPPLE STUDS TO Sri'OSB or 15/"PLYWOOD SHEATHING OR SIDING EXCEPT GROUP 5 SPECIES.MINIMUM PANEL SPAN RATING OF(2410),PANELS SHALL NOT BE LESS THAN 4'x8',EXCEPT l 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 1 f/ �_ Q (SECTION437.1.2.8 SECTION 4.3.7.1.3) i y -, l'kAP CMSTCIG .-.- IVT PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES.NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ 12"oc.MAXIMUM - TIES LGT2 T CRIPPLE -_--- STUD SPACING SHALL BE 18"oc.SHEATHING NAILS SHALL BE 0.137"0 x 2Yz'.PLYWOOD EDGE NAILING SHALL BE STAGGERED.NAILS SHALL BE LOCATED AT LEAST " STUDS NOT FROM THE PANEL EDGES. - -- — RE IDIF ` .K e TIF" LTP4 LESS THAN 2-- I 'wLN191 TIE` LTP5 11 ,TES Asa -. i JI IN i� INTERMEDIATE NAILING(12"oc) I _..._....._. TIES Aa5 __--.-_ _.. _ .. HEADER PER PLAN nc, HI Ir' H25 ADD'LFULL — -� -- 2z HEADER @OPENING ^HEIGHT STUD G'" - d PANEL EDGE NAILING PER SCHEDULE(STAGGERED) LL O rF H25A _ W/(2)12d TOENAILS MIN EA.END POS1 CAP LCE STUDS PER PLAN — FASTENED TOGETHER © (SECTION 4.3.7.1.4) P i A-- _ EPC— ; W/12d @ WoC THE MINIMUM NOMINAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE AS INDICATED IN THE SCHEDULE. IU T_ EPCGG [(1)2x U.O.N.j `<` - -- / SINGLE MEMBER (FLATWISE) PU T-AP CEO-SD52.5 1 I O-T CiU' ----ECCU-SDS'� I --PER Q w --- PERQ BLOCKING. POST AC4 OR OTHER FRAMING MEMBER O W 14 13 POST BASE PO4I1e6 W POST BASE ABU44 � /rWye P"S'BASF AS— ADJOINING PANEL EDGES -_ POaT BANE ABAGO BUILT-UP MEMBER DRAG STRUT HT53DC ____ PER(3) DRAG sTRur Hrs:w -,' ---_ _ - -- - ._._. _._. ... _-___-_ STUD,PLATE,BLOCKING,RIM, ALT --' ---- ----- OR OTHER FRAMING MEMBER _ ORAL STRUT STRAP LOCATION - -- - --- -- HEADER PER PLAN --_ HANGER LUS HANKER LUS j ;I. LLI PANELEDGE NAILING HANGER ITT I i FULL HEIGHT o W - t - --' CSi6x36"STRAPS @ Q Q 1.-IiANG0'_ nu/I1u0 ;u 14-- e �(ADO CORNERS OVER SHEATHING O /4 Q ADJOINING PANEL EDGES ADJOINING PANEL EDGES ((� Ll.l tWNGER MIU (APPLY ) LL -- -- - - J O nANUER HU5 4 FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF 1Y1. FRAMING NAILS SHALL BE 0131"0 x 3y".0.131"0 x 3"NAILS MAYBE 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 10 I FASTEN BUILT-UP MEMBERS.USE 0.131"0 x 2)2'NAILS AT LTP4 CLIP WHEN INSTALLED OVER Y"SHEATHING. 20 FLAT BLOCKING BEHIND STRAP W Z O U O 10 9 --' --- --- PANEL EDGE NAILING Q O Q STRAP HOLD DOWN PER PER SHEAR WALL SCHEDULE U Q)PLAN(WHERE OCCURS) FACE NAILING PER LAP RIM OPTION LAP PLATE OPl'ION 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 Y2"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)!2"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 I SCHEDULE (WHERE OCCURS) y•MAX _—_ N YNT'0.229"PLATE WASHERS FACE NAILING PER STUDS PER PLAN SHEAR WALL SCHEDULE EL STRAP HOLD DOWN PER i PLAN(WHERE OCCURS) _ CONCRETE STEM WALL - CONCRETE STEM WALL Q PANEL EDGE NAIL7:rHOLD CE NAILING PER PER PLAN PER PLAN c PER SHEAR WALL EAR WALL SCHEDULE SCHEDULE P.T.MUDSILL -P,T.MUDSILL ) DOWN AND ADD'L (ANCHOR BOLT OPTION) (67(MUDSILL ANCHOR OPTION) UD PER PLAN STUDS PER PLANHERE OCCURS) /�O^/� TUDS PER PLAN 3 1 S /VA