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111 IJ <br /> BOUNDARY NAILING <br /> -- (10d @ 6"O.C.) <br /> HOLD-DOWN <br /> PER PLAN <br /> \\ <br /> SHEATHING <br /> TO MATCH S.W. ,,,, 1„,,,1,,,,,, <br /> d ID. > BELOW „ <br /> / EXISTING TRUSS (TYP) E <br /> 00 BOUNDARY NAILING LPT4 @ 24"O.C. \0 n <br /> PER S.W.SCHEDULE ENTIRE LENGTH r4 `_ NA <br /> A OF TRUSS FILL ALL Q E <br /> HOLES WITH 8d NAILS < <br /> C.)Q i <br /> BOUNDARY NAILING p <br /> � 0�`-�� 'as <br /> 1111111111111111 <br /> I\// , , <br /> � PER S.W. SCHEDULE � 0 w @� <br /> RI <br /> Z Z <br /> . A <br /> �a� <br /> ANCHOR ROD <br /> ' <br /> a PER HOLD-DOWN <br /> IT X 6 A307 BOLT 2 X FLOOR JOIST PER PLAN <br /> /i SCHEDULE <br /> EPDXY W/SIMPSON SET22 <br /> FULL DEPTH BLOCKING <br /> @ THE HOLD-DOWN LOCATION 3.5"X 3.5"Xi <br /> S.W. PER PLAN <br /> (2 PLCS) BEARING PLATE WASHER <br /> TO SUIT HOLD-DOWN ROD <br /> i. Z <br /> BEAM SUPPORT AT EXISTING CONC. WALL HOLD-DOWN OVER SUPPORTED BEAM TYPICAL ROOF TO SHEARWALL CONNECTION <br /> 2 3 1_ w <br /> 1 (NO SCALE) Q <br /> NO SCALE ..} <br /> CI <br /> NOTES: Q CON <br /> 1. SW = SHEAR WALL J <br /> 2. REFER TO THE SHEAR WALL TABLE ON SHEET 5-3 BOUNDARY NAILING SIZE AND SPACING. W <br /> 3. MAXIMUM LATERAL SHEAR = 243 LB/FT. 0 1--- <br /> < <br /> SILL PLATE NAILING CD Z <br /> PER S.W.SCHEDULE (S-3) <br /> S.W. (WHERE IT OCCURS) <br /> CC CC I--- <br /> LS50 EACH-SIDE 10d @ 3"O.C. I • V— Q W <br /> BOUNDARY NAILING OF JOIST(TYP) SHEATHING TO BLOCKING % <br /> M CC <br /> PER S.W.SCHEDULE (S-3) Ih11• <br /> �/ Q CO <br /> A35 EACH-SIDE w co <br /> W <br /> �� aOF BLOCKING (TYP) _ <br /> a SUB-FLOOR , <br /> (3)8d@6"O.C. ' <br /> "0 X 12"ANC. BOLT z w W <br /> / ,,, — STAGGER ANCHOR BOLTS <br /> GRADE „ @ 12"O.C. GRADE Oil," Pr II ;:: T <br /> LL PL r ¢ Ns aI'I `n , <br /> • <br /> = M C <br /> "1is Q f (NO LESS THAN 2 BARS) • � •• z o <br /> FLOOR JOIST ~ <br /> w V <br /> 0 <br /> BOUNDARY NAILING / / PER PLAN. FLOOR/ as s"0 X 10"ANCHOR BOLT <br /> PER S.W.SCHEDULE (S-3) /\ SYSTEM REQUIRED PRIOR FULL DEPTH BLOCKING a <br /> ° • TO BACK-FILL (3) BAYS @ 24"O.C. <br /> SEE NOTE 5.1 s BOUNDARY NAILING STAGGER BOLTS <br /> 3„ � „ PER S.W.TABLE ON S-3 FOR DOUBLE SHEATHED WALL T <br /> • SLAB PER PLAN j r ' o co <br /> /\\ as $�� #4 @ 16"O.C. <br /> ° 6"C EAR <br /> \\ _--;— POST PER PLAN <br /> #4 BAR 10"O.C. \/ JOISTS RUNNING PARALLEL W STD HOOK tr \% \ \\ <br /> /(GRADE 60) / A REFER TO MAIN DETAIL FOR NOTES ABU CONNECTOR <br /> / a a \ �\ 1�, <br /> / a NOT SHOWN 4 ° a \ TO SUIT POST EXISTING SLAB ST <br /> \ ,• #4 DOWEL @ 10 O.C. <br /> •a ° ° a �� �\ 2 CUT SLAB TO INSTALL cl3 <br /> / (5) #4 BARS = <br /> \ \- \\� ° f j �� 2„ r NEW FOOTING J <br /> REINFORCED SLAB / \ • 117 <br /> DAMP PROOF WALL. \ �' <br /> e \ d <br /> REFER TO ARCH. DE <br /> TAILS PER PLAN. REQ'D \ . L.1J o <br /> / R TO BACK-FILL / \/ \ � 1 ~� <br /> PRIOR \ a Q cc <br /> / \ �\ \ \ w <br /> \ \ $"0 X 10 EXPANSION _1 <br /> \ ; _ ..... <br /> (2)#4 CONT. BARS (5) #4 BARS BOLT(SEE NOTE 1) Q o "' <br /> / � •, � �/ ,�/ � i � PER PLAN � PER PLAN � <br /> /\ • ° •. /\\/ /\\/\ PER PLAN <br /> �\j� �/j } \� TRANSVERSE I--- <br /> \ ,,24" /, \//\/ TYPICAL FOOTING WITH SLAB �j NEW FOOTING AT EXISTING SLAB <br /> \ (NO SCALE) " (NO SCALE) F._ <br /> /jam/j/ (3) #4 CONT. BAR NOTES: NOTES: z <br /> / - <br /> GRADE 60 — 1. MAXIMUM ALLOWED HEIGHT OF WALL IS 4 FT. 1. a 0 X 10"EXPANSION BOLT IS ACCEPTABLE ACCEPTABLE <br /> 2. 3"COVER REQ'D FOR ALL REINFORCEMENT. SUBSTITUTION(SIMPSON TITEN HD OR EQUAL). <br /> 3. USE GRADE 40 OR GRADE 60 REINFORCEMENT. 2. AT RECTANGULAR FOOTINGS; USE (5)#4 BAR IN THE <br /> 4. REFER TO SHEAR WALL TABLE ON S-3 FOR THE BOLTED SILL PLATE. 3 X LONGITUDINAL DIRECTION AND#4 BAR @ 10"O.C. FOR l� 1. M!• <br /> BASEMENT WALL DETAIL REQUIRED FOR SW-3 AND GREATER. THE TRANSVERSE (BUT NO LESS THAN (5)#4 BARS). t e ;4/12; <br /> 4 3. 3"COVER REQUIRED FOR ALL REINFORCEMENT. �� ' '-5. ANCHOR BOLT(A.B.) REQUIREMENTS: �(NOSCALE) Q _,=,, n5.1. ALL WASHERS SHALL BE 3 X 3 X4'PLATE.MAX DISTANCE FROM EDGE OF 0 J <br /> NOTES: PLATE WASHER TO SHEATHING SHALL BE 1/2". <br /> 5.2. SPACE A.B.@ 48"O.C. IN NON SHEAR WALLS. 441' 4 <br /> 1. FOOTING DRAINS ARE PER ARCH. DRAWINGS. 5.3. FOR A.B.AS SPECIFIED PER THE SHEAR WALL(S.W.)PLANS, REFER TO <br /> 2. 3"COVER REQUIRED (UNO) 36923 <br /> 3. USE GRADE 60 REINFORCEMENT. S.W.TABLE ON S-3. <br /> SS4 0NAL PG <br /> 4. SOIL PASSIVE PRESSURE = 60 PCF <br /> 5. SOIL PASSIVE PRESSURE = 350 PCF <br /> 6. COMPACT BASE FOOTING TO 90%PROCTOR <br /> 7. ALL WOOD MEMBERS CONTACT TO CONCRETE SHALL BE PRESSURE TREATED PROJECT <br /> ALONG W/GALVINIZED BOLTS AND CONNECTORS (SEE NOTES ON SHEET S-1). . <br /> v3 .112379 <br /> SHEET NO <br /> S ME 31 <br /> CITY OF EVERETT <br /> REVIEWED <br /> PERMIT <br />