1831 100TH ST SW A Plans 2025-05-02

TOP PLATE PER 13/SO6 w (2)2z STUD-NAIL SHEATHING CRIPPLE STUDS TO ANSHEAR WALL SCHEDULE TO EACH MEMBER W HALF OF I MATCH WALL STUDS (IN ACCORDANCE w/ dated 1110/2021 2015 SECTION 4.3) Q" SHEATHING NAILS ' _ CRIPPLE _.- STRAP HOLD DOWN PER PLAN V'- - STUD ;, ♦ SHEATHING PANEL EDGE FACE OF FRAMING ANCHORAGE TO CONCRETE SEISMIC WIND WRAPPED AROUND BEAM- __- - - -- S NOT MEMBER R EL BEE MUDSILL FACE NAILING FRAMING CLIPS CAPACITY CAPACITY 1 MINIMUM WIDTH OF NAILED WALL REQ'D IF TYPE NAILING - NAIL STRAP OVER SHEATHING ALT. LOCATION LESS THAN 24 r ® SINGLE BUILT-UP PLATE O ANCHOR BOLTS MUDSILL ANCHORS h/b'3.5 h/bb 3 5 - HEADER PER PLAN / SOLID BLOCKING BELOW -� MEMBER MEMBER BUILT-UP STUDS PANEL EDGE NAILING ' A35 @ 27"oc plf - P1-6 1 SIDE 6"oc 2x 2x 2x 6"oc or se'0 @ 60"oc MASAP @ 52"oc 240-p1f 240. CS16x36"STRAPS @ LTP4 @ 27"oc 194-p1f 194p1f FULL HEIGHT -- _- HEADER PER PLAN WINDOW CORNERS A35 @ 18"oc _ Pt-4 1 SIDE 4"oc 2x 2x 2x 4"oc or s" 350-pb 350-pif ( ) L _ LTP4 @ 18"oc °0 @ 46"oc MASAP @ 36"oc 284-p1f 284pM - ADDT FULL i I BEAM PER PLAN NO APPLY OVER SHEATHING W/2 12d TOENAILS A35 @ 14"ac 366-p1! 366-p1f TOP PLATE AT SIM) - EA.END STUDS PER PLAN P1-3 1 SIDE 3"oc 3x (2)2x 2x 3"oc or s 450-pif 450-p1f e0 @ 36"oc MASAP @ 28"oc2x HEADER OPENING W/12d 6"oc HEIGHT7UD LTP4 @ 14"oc ( () @ FASTENED TOGETHER A35@71z oc -_ P1-2 1 SIDE 2"oc 3x (2)2x 2x 2"oc or ss'0 @ 20'oc MASAP @ 18"oc 590-pif 820-p1f BTL @ LTP4 @ 7'z'oc 478-p1f 669-p1f 2x4 FLAT BLOCKING i _ 1 2x U.O.N. -- - --- A35 @ 18"oc ENGINEERING P.S. P2-4 2 SIDES 4"oc 3x (2)2x 3x (2)Rows,4"oc and °" 700-plf 700-plf _ ,m e 0 @ 28"oc MASAP @ 15"oc 568-pif 568-p1F 1 - LTP4 @ 18"oc BEHIND STRAP 1 __-_— -____-- - -_ A35ad oc s„ 900-plf 900-pif �yT 2 0 P2-3 2 SIDES 3"oc 3x (2)2x 3x (2)Rows,3"oc and e 0 @ 22"oc MASAP @ 11"oc LTP4 @ 14,,oc 733-pH 733-p1f A35 @ 8"oc P2-2 2SIDES 2"oc 3x (2)2z 3x (2)Rows,2"19 18 oc and s" 1180.pff 1338-p1f a= --__- _- - - - -- e 0 @ 12"oc MASAP @ 7"oc 957-pK 1338-p1f _-- LTP4 @ 8"oc 2 2x STUD-NAIL 12d- 6"oc SHEAR WALL SCHEDULE NOTES O @ (SECTION 4.3.7.1.1) SHEATHING TO EACH (FACE NAIL PER 1/S06 7161,OSB or15 "PLYWOOD SHEATHING OR SIDING EXCEPT GROUP 5 SPECIES.MINIMUM PANEL SPAN RATING OF(2410).PANELS SHALL NOT BE LESS THAN 4'x8',EXCEPT MEMBER w/HALF OF @ SHEAR WALLS) AT BOUNDARIES AND CHANGES IN FRAMING.ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. s oEsc u —E SHEATHING NAILS a sEr °amrz°n TO EACH -NAIL SHEATHING 02 (SECTION 4.3.7.1.2.&SECTION 4.3.7.1.3) TO EACH MEMBER w/HALF OF SOLID BLOCKING BELOW --t _ _ PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES.NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ 12"ou MAXIMUM SHEATHING NAILS BUILT-UP STUDS _ 1 T- STUD SPACING SHALL BE 16"oc.SHEATHING NAILS SHALL BE 0.131"0 x 2�2".PLYWOOD EDGE NAILING SHALL BE STAGGERED.NAILS SHALL BE LOCATED AT LEAST sa' STRAP HOLD DOWN FROM THE PANEL EDGES. STRAP HOLD DOWN PER PLAN PER PLAN NAIL STRAP OVER SHEATHING WRAPPED AROUND BEAM- NAIL STRAP OVER SHEATHING TOP CHORD SPLICE 3 .' / "- "-" BOTTOM CHORD SPLICE , MIN INTERMEDIATE NAILING(12"oc) VJ MIN PANEL EDGE NAILING PER SCHEDULE(STAGGERED) J�----4'-0"MIN.BETWEEN SPLICES / (3) (SECTION 4.3.7.1.4) w �.--LOCATE SPLICE @ CENTERLINE THE MINIMUM NOMINAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE AS INDICATED IN THE SCHEDULE. OF VERT.STUD TYP. I 0 / � SINGLE MEMBER (FLATWISE) PERQ3 BEAM PER N STUD,PLATE,BLOCKING,RIM, / PERQ3 15 14 13 OR OTHER FRAMING MEMBER CONT.TOP PLATE PER 13/S06 FASTEN TO " HEADER W/12d @ 6"oc PANEL EDGE NAILING O 0 �1N�1�� PANEL EDGE- 34 // 3 4� W HEADER NAILING CONT.TOP PLATE PER ADJOINING PANEL EDGES E PER PLAN 13/S06 FASTEN TO 7 / HEADER W/12d @ 6"oc PARTY WALL PER PLAN +!III SHEATHING&NAILING AT BUILT-UP MEMBER O --TOP PLATE PARTY WALL PER PLAN L w CS1 6x36"STRAP HEADER PER PLAN CONTINUES •Iri PER(3) / / U o-Z (BLOCK BEHIND) AT SIM SHEAR WALL EDGE FACENAIL PER 1/SO6 @ STUD,PLATE,BLOCKING,RIM, (3) J o-g 1 _ ®_ OR OTHER FRAMING MEMBER o = NAILING SHEAR WALLS _ _ O EXTERIOR WALL __-. I', ,. f�CRIPPIL 1� STUDS @ T PER PLAN } - �♦` �/1= J1- - \yV Lu i6"oc '--HEADER AT -_// a ADJACENT 3 T '4 01 2x CRIPPLE --- --- _.J ADJOINING PANEL EDGES ADJOINING PANEL EDGES i UNIT AT SIM ----i - - _ 1 STUDS @ 16"oc V > LL -PANEL EDGE ® FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THIRD FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF 1'z'. LU SHEAR WALL EDGE U NAILING SHEATHING& - - FRAMING NAILS SHALL BE 0.131"0 x 31" 0.131"0 x 3"NAILS MAYBE USED WHEN STITCHING TOGETHER 2 2x MEMBERS WITH NO SPACERS. �'/�1/ EXTEND (2)2x HEADER ♦ NAILING 4' O -I a / / FULL HEIGHT NAILING PER PLAN STRAP 24 _ (HALF EA.STUD) (3 ATADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT BE ACCOMPLISHED,FRAMING CLIPS SHALL BE USED TO C i / - FASTEN BUILT-UP MEMBERS.USE 0.131"0 x 2°z"NAILS AT LTP4 CLIP WHEN INSTALLED OVER 1z'SHEATHING. CONT.(2)CS16 STRAP (2)2z HEADER -.--- a O (BLOCK BEHIND, - EXTEND EXTEND FULL LENGTH / STRAP 24" OF SHEAR WALL)TYP EXTEND STRAP EA SIDE OF STEP EXTEND 24"AT SIM / STRAP 24" / CONT.(2)CS16 STRAP (BLOCK BEHIND) PER PLAN PER PLAN PER PLAN,TYP. ((2)2x MIND ((2)2x MIN.) -._-- ____---.__-- 1- I ADD'L STUD PANEL EDGE STRAP HOLD PER PER SHEAR / PER PLAN / HOLD DOWN PER PLAN -- -.- PLAN(WHERE OILING CCURS) FACE NAILING SCHEDULE p RIM OPTION LAP PLATE OPTION © A35 OPTION L m _ ;.� TP4 OPTION (APPLY OVER SHEATHING) "� / -PER PLAN - / SHEAR WALL SCHEDULE - P.T.3x6 MUDSILL � .. � (SECTION 4.3.6.4.3) `y �- - PANEL EDGE NAILING FULL 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'"OF THE HT(HALF EA STUD) ANCHOR BOLTS PER 1/SOB Y` 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 O w HALF OF THE PLATE WASHERS ARE WITHIN'z"OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE.HOLE IN PLATE WASHERS MAY DIAGONALLY SLOTTED. P.T.3x6 MUDSILL a PANEL EDGE NAILING - --HOLD DOWN AND ADD'L ANCHOR BOLT OPTION MUDSILL ANCHOR OPTION PER SHEAR WALL STUD PER PLAN SCHEDULE _. (WHERE OCCURS) Y 11W - a C. I FACE NAILING PER 3"x3"x0.229"PLATE WASHERS � STUDS PER PLAN--" SHEAR WALL SCHEDULE ? • - - • BASEMENT #4 @ 16"oc, SLAB ELEV. HOR •' • _ JOB NO.: R STRAP HOLD DOWN PER GE 23-239-06 - 11z'TYP. PLAN(WHERE OCCURS) GARAGE -' . PLOT DATE SLAB - CONCRETE STEM WALL CONCRETE STEM WALL ELEV. PANEL EDGE NAILING---- FACE NAILING PER PER PLAN PER PLAN 08/03@023 #4 @ 16"oc,VERT SHEAR WALL SCHEDULE FOOTING PER 1/S07 (HOOK AROUND PER SHEAR WALL _ P.T.MUDSILL P.T.MUDSILL 4"=1-0"SCALE:FTG.REINS SCHEDULE DATE: 08/0312023 STEP FOOTING PER 11/SO7 ©(ANCHOR BOLT OPTION) -®(MUDSILL ANCHOR OPTION) DRAWN: BDS _____� _ PER P AND ADD'L___ HOLD P - STUD PER PLAN ' CHCKD: RMH FOOTING - - (WHERE OCCURS) SEE 4/S06 CONTINUES STUDS PER PLAN - ^ BLDG: SHEET NO.: FOR CALL-OUTS AT SIM --STUDS PER PLAN 3 - --- E S06 IN COMMON