215 110TH PL SE 2024-11-08 - Laserfiche WebLink

SHEAR WALL TABLE MIN.THICKNESS C. 8q } SHEATHING ON EDGE NAILING/ LATERAL RESISTANCE(PLF) SHEAR WALL LEGEND '�� was q0 < PANEL DGES BLOCKE OF EDGE J of WALL ONE OR BOTH NAIL SIZE FIELD NAILING LOAD TRANSFER P m SHEATHING OR UNBLOCKED MEMBERS&SILL ANCHOR BOLTS PLATE z SIDES OF WALL ® DISTANCE(MAX) ® PER SHEAR WALL ON THIS SHEET WIND SEISMIC 1.O5/8"X10"LONG @ 48"O.C.MAX. %s"OSB OR+%z' EXISTING STRUCTURAL WALL.BUILDER VERIFY SOME 2.3"X3"X4"PLATE WASHERS `� W PW PLY ONE UNBLOCKED 8d 6"/12"O.C. NO 2X(NOMINAL) 300 240 FORM OF PLY OR OSB SHEATHING IS PRESENT.IF NONE 1-314" 2.MIN.(2)ANCHOR BOLTS PER SILL. o qF 37964 c� r� 7 +s EX _PRESENT,INSTALL PW,PRESCRIPTIVE SHEAR WALL. MIN. 3.WITHIN 12"FROM SILL END. fSS��NAL�F-P° a SWO /16"OSB OR 32" pNE BLOCKED 8d 3"/12"O.C. YES 2X(NOMINAL) 685 490 PLY 1 VERIFY ANCHOR BOLTS ARE PRESENT.IF NONE SW4 �6"OSB OR+3z" ONE BLOCKED 8d 3"/12"O.C. YES 2X(NOMINAL) 685 490 PRESENT INSTALL EPDXY OR SCREW ANCHOR BOLTS PLY 1 PER DETAIL RIGHT OR SIMP.URFP @ 48"O.C. FASTEN TO POST WITH SWB OSB OR+%z' BOTH BLOCKED 8d 4"/12"O.C. YES 2X(NOMINAL) 980 700 PLY 1 NEW EXTERIOR WALLS ARE PW,PRESCRIPTIVE 00 (6)1/4"X2-1/2"SDS SCREWS SHEAR WALL,UNLESS NOTED OTHERWISE.2X6 STUDS 11) PLY=CDX,C-C,OR C-D PLYWOOD.OSB OF SIMILAR THICKNESS AND SPAN RATING MAY BE SUBSTITUTED FOR PLYWOOD. PW =WITH 7/16"OSB OR 15/32"PLY ON ONE SIDE OF WALL, U) REQUIRED AT < ® NAILS SHALL BE COMMON OR GALVANIZED BOX,UNLESS NOTED OTHERWISE. 0 EDGES UNBLOCKED,8d NAILS AT 6"O.C.EDGES, ALL LOCATIONS O 2 (3) FOR WALLS DESIGNED TO HAVE LOADS TRANSFERED AROUND THE WINDOW OPENINGS,DOUBLE STUDS MUST BE PLACED ON EITHER SIDE OF EACH WINDOW 12"O.C.IN THE FIELD.HOLD DOWNS NOT REQUIRED 3"MIN WOOD THICKNESS WITH EDGE NAILING ALONG BOTH STUDS. ® NO HOLD-DOWNS ARE REQUIRED FOR THIS SHEARWALL 7/16"OSB OR 15/32"PLY ON ONE SIDE OF WALL,PANEL W 0: SW4 = O EDGES BLOCKED,8d NAILS AT 3"O.C.ALONG EDGES, P.T.SILL PLATE 0' NOTES: ® 12"O.C.IN THE FIELD.HDU2 HOLD DOWNS REQUIRED. - (1)AS AN ALTERNATIVE TO THE SSTB20 HOLD-DOWN ANCHOR BOLTS,USE e"ALL-THREADrfHREADED ROD A-307 WITH A MINIMUM EMBED I OF 10". USE SIMPSON EPDXY-TIE BOLT SYSTEM WITH"SET"HIGH STRENGTH EPDXY.CONCRETE MUST BE AT LEAST 7 DAYS OLD. 5/8"GALV.THREADED ROD,EPDXY (2)UNLESS NOTED OTHERWISE,ALL EXTERIOR WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH PW(PRESCRIPTIVE WALL). SW0 =SAME AS SW4 EXCEPT NO HOLD DOWNS REQUIRED NOTE:ANCHOR BOLT REQUIREMENTS DESIGNED I (3)ALL CONNECTIONS NOT SHOWN ABOVE,SHALL CONFORM TO IBC TABLE 2304.10.1. ® TO BE MEET OR EXCEED IRC R403.1.6&R602.1.1 D 10"MIN INTO STEM WALL WITH 04 SIMP.SET-3G.DRILL 3/4"X12"HOLE Lu o 7/16"OSB OR 15/32"PLY ON BOTH SIDES OF WALL,PANEL ANCHOR BOLTS WITH ROTO-HAMMER,BLOW OUT, ¢ `� , SWS =EDGES BLOCKED,8d NAILS AT 4"O.C.ALONG EDGES, N THEN FILL FULL WITH EPDXY AND 12"O.C.IN THE FIELD.HDU8 HOLD DOWNS REQUIRED. TO SILL PLATE •• N PUSH THREADED ROD INTO PLACE z O_ IF HOLDEN INSTALLATION PRESENT AT NOT REQUI n HDU2 HOLD DOWN DETAIL L WALL THEN INSTALLATION OF HDU2 NOT REQUIRED - > SW4 SW0 SW4 6X6 D.F.1 POST SCALE:N.T.S. EPDXY ANCHOR w w N o — - - - -- --- cl (2)SIMP.HDU2 PER (2)SIMP.HDU2 PER m>W m W DETAIL'X'ON S3 DETAIL W ON S3 N LLI W LL w LLJ Q U U EX, © HDU2 ¢ Z 2 a U m UP TO w ?a UCO I. a m �H 1I 0 W U ¢ U) - OKAY TO USE I (� EX. EX. EX. EX. EX. SIMPSON CNW 0A, EX. EX• FASTEN TO POST WITHCOUPLER TO(6)1/4"X2-1/2"SDS SCREWS EXTEND ROD.El 3"MIN WOOD THICKNESS 3"WASHER AND (2)NUT ON BOTTOMrOF THREADED P.T.SILL PLATE ROD AS SHOWN.INTERIOR WALLS HAVE 1/2" I 5/8"ROD WITH WASHER fGWB ON BOTH SIDES WITH p it AND NUT ASSEMBLY NO SPECIAL NAILING U.N.O. I PER DETAIL RIGHT EX. OR SIMP.SSTB20 �"° 5/8"ROD ALTERNATIVE y A 00 EX. TO SIMPSON SSTB20 F p V Doi - _ -_ n HDU2 HOLD DOWN DETAIL 0 0 o Z a SCALE:N.T.S. CAST IN PLACE ANCHOR ° ¢ a F-w U Paz EX. W ,¢ z a W w z z aw ui = yY! - 1 W Z w C70J ._ .. � w z Q III U-QaOa z () uim z ULLm LLJ z azz w -aa@ APPROXIMATE EDGE OF EXISTING TOP CRIPPLE STUDS DOUBLE TOP PLATE, TOP CRIPPLE STUDS } }j W U)J W WALL TO BE REMOVED. EXISTING OVERLAP 4'MIN. Gi w W w N❑ O Q W o mI.— F�a -- �� EX. ----------------------------- m JEXTERIOR ---------------------- -------- 0 m lNnUd Q ow �o a NEW w � >�O OK P a" W m ❑m�❑ U. 2 SIMP.HDU8 SIM.DETAIL'Y'ON S3 EPT USE 7/8"DIA.THREADED FOR HDU8 AND FASTEN WITH HEADER HEADER ® 1/4"X2-1/2"SDS SCREWS WINDOW U) - t�C OPENNG DOOR-- ---- -- -- OPENING PW KING STUDS -- JACK STUDS--- KING STUDS----' LLI PW SILL PLATE 06 JACK STUDS ®W ® PW Z © ® P W 1 __ - .__ ___ - — __ __ — —i __j ____ 0 (2)SIMP.HDU2 PER DETAIL'Y'ON S3 FRAME COLUMN WITH U O (2)SIMP.HDU2 PER //'2X4 STUDS @ 16"O.C. CRIPPLE BOTTOM N / WITH PW SHEATHING U.I 11 DETAIL'Y'ON S3 STUDS PLATE _ � O � - _`SW4 SWAN Y� - __ - OPENING FRAMING REQUIREMENTS,UNLESS NOTED OTHERWISE: i ` -- - --- -6X6 D.F.1 POST -TYPICAL OPENINGS TO HAVE(1)KING AND(1)JACK STUDS MIN. O d S -- SW SW4 -TYPICAL HEADER TO BE 4X10 D.F.2 MIN. >Q C) -TYPICAL EXTERIOR WALL TO HAVE 15/32"PLY OR 7/16"OSB MIN. > w-TYPICAL EXTERIOR WALL TO HAVE 2X6 STUDS AT 16"O.C.MIN. p -FASTEN MEMBERS PER 2018 IRC TABLE 2304.10.2(FASTENING SCHEDULE) Q Z REFER To THE PROPOSED ARCHITECTUALMAIN FLOOR SHEAR WALLS & HOLD DOWNS DATED1-32023 ORTHE PROPOSED DESI ND AND DIMENSIONS.THIS ARCHITECTURAL DRAWING n OPENING IN EXTERIOR WALL = Q - > SET IS THE BASIS OF STRUCTURAL DESIGN.ENGINEER TO BE NOTIFIED OF ANY DESIGN U N LU SCALE: 1/4"=1+-0" CHANGES THAT AFFECT THE STRUCTURE FRAME(E.G.FOUNDATION,EXTERIOR WALLS,INTERIOR SCALE:N.T.S. BEARING WALLS,ROOF FRAMING,ETC.).CONTACT THE ENGINEER IF CONFLICTS ARE FOUND BETWEEN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND AS-BUILT STRUCTURE. S3 Of DRAWING TO BE PRINTED ON 24"X36"IN ORDER TO BE SCALE F 4