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7628 E CASINO RD 2023-06-16
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7628 E CASINO RD 2023-06-16
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Last modified
6/16/2023 1:51:49 PM
Creation date
6/16/2023 1:51:04 PM
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Address Document
Street Name
E CASINO RD
Street Number
7628
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6I ` STHD10 STHD10 1 <br /> S._.,,; _ „) / Zhang's Residence <br /> (OSet Remodeling <br /> / 3 '<-1- / <br /> Sz 1/' / 5'-5 V2" // STHU1O SHEARWALL SCHEDULE <br /> / I I I i I Sill Plate`'Connedron <br /> a — y, l APA Rated Panel Edge j Stud&Block f 2X Bottom Plate Rim Joist or Block to Plate washer Placement I Anchor bolt to Capacity(PLF) <br /> OW��� �� r��f����1�fr� j. _ Mark Sheathing Nailing Size@Edges I nailing to wood below Top Plate Connection at edge 1 Concrete I SeismiGWind <br /> z —t: y 3'_;"," �'if C 2"X4" Cg16"i'C PLYWD SW1 746 OSB ONE SIDE 8d(©6"oc j 2X 16d 4146"oc 18d @ 4"oc center I5/8"O A.B.CD 48"oc 240/335 <br /> 628E Casino Road <br /> BD PER SHEAR --WALL <br /> I <br /> SW2 17l6OSBONESIDE 8d©4oc 3X led©4"oc LTP4@32oc Yz"fromsheathing 5/80A.B. 40"oc 350/490 I I 1 <br /> di �� I ! project no 031622 <br /> 'LH If) <br /> IDA <br /> 1 �" 1 STHD10 I I I I antergrated Design Associates <br /> 11%-11/L" , �� / NE <br /> SHEARWALLNOTES: Lake Forest Ave . <br /> \`✓/ Lake Park, ="i:,981 F5 <br /> 1 I CD BLOCK PANEL EDGES WITH 2x LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d @ 12"o,c. 206. 3 .6786 <br /> , I x 1 0 8d NAILS SHALL BE0.131"0x21/2"(common)-16d NAILS SHALL BE 0.1351a x 3 1/2"(box) elfin©idaarchitects.carn <br /> 1New- i �; HallwayEMBED ANCHOR BOLTS AT LEAST 7".EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR <br /> r ''.-1-, 1 i III n C. BOLTS WITH 4"EMBEDMENT.ALL BOLTS SHALL HAVE 3"x 3"x 1/4"PLATE WASHERS. <br /> I T ,- • 3`-I •`4^, 3x STUDS OR DOUBLE STUDS NAILED TOGETHER W/BASE PLATE NAILING ARE REQUIRED AT <br /> ABUTTING PANEL EDGES OF SW3 AND SW4.REFER TO DETAIL B.WHERE 3x STUDS ARE USED FOR <br /> f I 1 1 , SW2 to SW6,STAGGER NAILS AT ADJOINING PANEL EDGES. <br /> ' 1 I Study Room 1 :( TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ALL END STUDS SHALL <br /> J ; RECEIVE PANEL EDGE NAILING. <br /> j <br /> 74e"O.S.B.MAYBE SUBSTITUTED FOR 15/32"CDX SHEATHING PROVIDED THAT ALL STUS SPACING AT 16"O.C.MAX. <br /> t l H CAW E 27./4 <br /> STHD10 / 1 - �� OF if/4,4 <br /> Holdown Schedule P4 c�• <br /> a EXTERIOR ALL: I - • ti ..1 % <br /> i, PLYWOOD SHEATHING z' 4 [ u \ ►�iy <br /> �; �I ;"•,A' STUDS ^ 16" .C. o y �' <br /> LT /' I X Simpson Product Fasteners Min Wood Allowable Tension Capacity(Ibs) •4 g ¢`w " 'III <br /> I I r� Model Anchor Bolts Post Fastener Member size DF/SF Member HF/SPF Member 9f ,, <br /> / o,�, crsTlst� <br /> 1 STHD10/STH10RJ N/A (24)16d sinkers (2)stud2x6 1435 1435 'ONAL $ ' <br /> #,�/�/y _ �y /� <br /> •� [tY.'iii%/ // I I I� p �/ - �halSlSL 3500 `EXPIRES 6/14/�,. <br /> STHD 14/3TH 14 A )stud2x6 <br /> ci <br /> STH fib , STHD10 <br /> 1 SV1 '_O" <br /> L , PROPERTY OWNER; <br /> / I Yunyi Zhang <br /> (1; SHEAR WALL AND HOLD-DOWN LOCATION PLANS 2 SHEAR WALL AND HOEDOWN SCHEDULES <br /> L�SCALE:1/4-.1'-A' '�SCALE:NTS <br /> SEE O ECOWN , •I A. I / �""� �^ �-' <br /> FOR MATIONWN \, 1 / 0 LAO <br /> INFORMATION i i (---W--)- <br /> NAI EG \, 1 I 3x MEMBER AT ADJONINCa <br /> PO TION ` j j PANEL EDGES FOR <br /> AND SUJ4 SHEAR WALL <br /> SL <br /> ‘.‘1___ PLATE SECTION W/3X STUD SECTION WI(2)2x STUD SECTION W/2X STUD <br /> (sin ONLY) ( SW2 SWEAR WALL Sd NAIL: <br /> I FOUND. 4'EDGE - 12'HELD Issue/Revision <br /> 'v. WALL O Cs , SW3 SHEAR WALL Sd NAIL: APRIL 2022 PERMIT APPLICATION <br /> \ 3'EDGE - 12'FIELD <br /> SW4 SHEAR WALL SD NAIL: <br /> 2'EDGE - 12'FIELD <br /> 7 OO , NO. ISSUED FOR DATE <br /> 1111111111=11111-111110111E 'ONG. © ' 0-rn6'OSB SHEATHING NM E � e <br /> FOOTING , / ASSOCIATES LW.IMPS 1*Et m eEcerma�wurcwy+&Ex <br /> 1 �i STRAP HOLD-DOWN OMIT WITH.MO ARE <br /> NOTWRITTEN vew65be a IILK <br /> N <br /> I U SCALE.„,, , ®2x MEMBER FOR SWEAR <br /> I Q WALLS MID PANEL(FIELD)1141 EL ante <br /> I SEE�H DULDDOWN r` 2022 <br /> I FOINFOZHOALDDOWNE � ♦ 0 SHEAR WALL PER PLAN <br /> Sheet me <br /> \ :. SHEAR WALL AND <br /> NAI,.ED 0(2)2X MAY SE USED IN <br /> PORTION •: PLACE of 3X FER SFIEAR 1 HOLDOWN PLANS <br /> PILL WALL NOTES AND SCHEDULES, <br /> PLATE SWi SWEAR PANEL DETAILS <br /> FOUND. FOR COMPARISON <br /> i __ WALL SUM,SW3,OR6UJ4 <br /> 1 SWEAR PANEL scale <br /> 1 I S Sheet Number <br /> (3) <br /> IIIii_filli llill-iiliglllll- 0$i 5LU2, 5W3, 51U4 SNEAK WALL NAILING Dl C, a <br /> FCCTING <br /> 1 ,4, STRAP HOLD-DOWN SHEAR WALL NAILING <br /> 1 SCALE,NTS _/ 5c11E:">S <br />
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