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HOLDOWN POST. SEE SHEARWALL SCHEDULE ( CDX ) S D <br /> HOEDOWN SCHEDULE OR LENGTH OF FOR DOUBLE SIDED SHEARWALLS, THE <br /> PLAN FOR MINIMUM SHEARWALL SHEATHING ON EACH FACE MUST SILL PLATE & BOTTOM/TOP PLATE <br /> REQUIREMENTS HOLDOWN POSTS AS SHOWN.EN <br /> EXTEND CONTINUOUS MARK SHEATHING EDGE NAILING FIELD NAILING CONN. ® FND CONN. <br /> CDX ONE gd ® 6„ C Sd ® 12" C %" 0 A.B. 048" LTP4 ® 20" 0/C <br /> a400 � <br /> Q FACE / / O/C W/ 2x SILL W/ 2x BOTTOM <br /> OPENING PER PLA #In <br /> PLATE PLATE o <br /> LOCATION OF # SHEARWALL WALL NOTES ' <br /> HOEDOWN TO BE 1. ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE HEM- o <br /> FIR NO. 2 UNLESS NOTED 0 <br /> INSTALLED STHD14RJ OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING co <br /> (SEE NOTE #3). <N c <br /> TYPE OF HOLDOWN TO BE INSTALLED 1` 0:0 <br /> 2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL ,cn w �, <br /> a n <br /> SHEARWALL DESIGNATION — SEE SHEATHING MUST EXTEND TO THE OUTISDE EDGE OF ALL HOLDOWN POSTS AND CORNERS, AND �3 <br /> SHEARWALL SCHEDULE FOR FRAMING, TO THE INSIDE EDGE OF FRAMING AROUND OPENINGS. 0 o <br /> NAILING AND ANCHORAGE <br /> REQUIREMENTS 3. WHERE SHEATHING NAILING IS SHEARWALL #3 AND GREATER, ALL FRAMING MEMBERS <br /> LATERAL MARKING LEGEND RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3—INCH �- a <br /> NOMINAL MEMBER. ADDITIONALLY, WHERE SHEARWALLS ARE SHEATHED ON BOTH FACES, ALL v <br /> STUDS AND PLATES RECEIVING EDGE NAILING FROM BOTH FACES MUST BE A SINGLE 3—INCH <br /> POST PER NOMINAL MEMBER OR PANEL JOINTS MUST BE STAGGERED. IN EACH OF THESE CASES 3x <br /> PLAN/SCHEDULE HOEDOWN PER PLAN STUDS ARE REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS BY THE (n <br /> ENGINEER. FOR SHEARWALLS #3 AND #4, A 2x SILL PLATE MAY BE USED IF TWO TIMES THE <br /> (2-2x MIN) l(HDQ8 SHOWN) NUMBER OF ANCHOR BOLTS REQUIRED BY THE SHEARWALL SCHEDULE ARE USED AND ARE <br /> EVENLY SPACED (SEE 2003 IBC SECTION 2305.3.10). <br /> ALL—THREAD ROD, DIAMETER 4. SHEARWALL NAILING CRITERIA I BASED ON TABLE 2306.4.1 OF THE INTERNATIONAL <br /> AND EMBEDMENT PER SCHEDULE BUILDING CODE (FOR CDX) OR REPORT NER-124 (FOR OSB). VALUES ARE BASED ON HEM—FIR <br /> NO. 2 FRAMING WITH COMMON NAILS. <br /> RESSURE TREATED SILL PLATE <br /> iiwm <br /> PER SHEARWALL SCHEDULE. 5. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY er ft <br /> SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS. <br /> j— " °i '± .a FOUNDATION PER REFER TO THE APPROPRIATE DETAILS AND/OR HOEDOWN SCHEDULE FOR ADDITIONAL <br /> EMBEDMENT PLAN. INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE (2) 2x's ARE USED <br /> LENGTH AS A HOLDOWN POST, SHEARWALL EDGE NAILING MUST BE STAGGERED INTO EACH MEMBER OF <br /> THE POST. <br /> • U) <br /> ` 6. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR GROUTED CMU, LiJ N <br /> AND SHALL BE PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3" COVER FOR L— LI.J CONCRETE CAST AGAINST SOIL. <br /> 00 <br /> CY_ > M <br /> HOLDOWN INSTALLATION INTO EXISTING FOUNDATION 7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KWIK BOLTS/SIMPSON TITEN Q Q <br /> HD BOLTS OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE O � <br /> SUBSTITUTED FOR ANCHOR BOLTS INTO EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED A ry >- <br /> MINIMUM OF 5" INTO EXISTING CONCRETE. CL O ., <br /> �--- <br /> WALL PER P FEL LAYERS T OR EQUIVALENT 90# 8. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR (� = W <br /> SILL PLATE AND ANCHOR BOL BORITE TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST Q 0 � <br /> PER SHEARWALL SCHEDULE. (USE B PER PLAN CORROSION. <br /> 2x6JP•T. SILL BOLTS 0 48� /C MIN.) " � � <br /> 9. WHERE 10d NAILS ARE SPACED AT 3 ON CENTER OR LESS, NAILS MUST BE STAGGERED. J d- > <br /> BACKFlLL W/ POROU Lij <br /> MATERIAL (TYP) 10. OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR CDX SPECIFIED IN <br /> • SHEARWALL SCHEDULE. <br /> covlly <br /> • �`, , 0 <br /> FROST DEPTH 8' WALL w/ #4 BARS O 18' o/c <br /> (1 8" MIN) I EACH WAY. (2) #4 BARS O TOP. � d <br /> HOOK VERTICAL BARS INTO FOOTING 4 3 <br /> — ALTERNATE HOOK DIRECTION. <br /> 8" ti , s <br /> ChedW 6X COC <br /> 2) #4 BARS Date: 11-18-21 <br /> 4' 0 PERFORATED PLASTIC PIPE. L16" CONTINUOUS 9411 <br /> CENTER IN ONE CUBIC FOOT OF <br /> FREE DRAINING GRAVEL AND DRAIN <br /> TO APPROVED OUTFALL. <br /> STRFNDN SHEARWALL CONK ( FIELD VERIFY DDETA`SURAL <br /> 2 SCALE: 4 =1 —0 <br /> S- 2 . 0 <br />