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HOLDOWN SCHEDULE SHEARWALL SCHEDULE ( CDX ) <br /> *1=0R 1­10LDOWN5 INSTALLED IN NEW FOUNDATIONS MARK SHEATHING EDGE NAILING FIELD NAILING SILL PLATE & BOTTOM/TOP PLATE y <br /> CONN. ® FND CONN. vs <br /> THRU BOLTS OR EMBEDMENT/ MINIMUM <br /> MODEL ANCHOR BOLT I• de '` " 0 A.B. 0 48" LTP4 ® 20" O/C <br /> NAILS/SCREWS STRAP LENGTH EDGE DIST. /,� CDX ONE 8d ® 6" O/C 8d 0 12" O/C O/C W/ 2x SILL W/ 2x BOTTOM - <br /> FACE PLATE PLATE <br /> STHDl D/RJ N/A (28) 16d COMMON 10" EMBED lY2" NA NA <br /> A2 CDX ONE %' 0 A.B. 036" LTP4 014" 0/C � <br /> HDU4—SDS2.5 SSTB�O (10) SDSY4x2.5 16j" EMBED 1 74" NA NA FACE Sd ® 4" 0/C 8d ® 1 Z" 0/C 0/C W/ 2x SILL W/ 2x BOTTOM 4) <br /> SCREWS PLATE PLATE 4­1 <br /> HO_ LDq_WN MOTES SHEARWALL NOTES <br /> 1. ALI_—THREAD BOLTS SHALL CONFORM TO ASTM A307. 1. ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE HEM—FIR NO. 2 UNLESS NOTED U <br /> OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING 0 <br /> 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSI (SEE NOTE #3). (U j <br /> 3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. HDU11 AND HHDQ14 2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL > rj o E <br /> REQUIRE A 6x6 D F# 2 MINIMUM POST SIZE, U.N.O. WHERE HOLDOWNS ARE INSTALLED INTO SHEATHING MUST EXTEND TO THE OUTISDE EDGE OF ALL HOLDOWN POSTS AND CORNERS, AND a 4m (� <br /> THE WIDE FACE OF THE STUD THE STUDS MUST BE STITCH NAILED TOGETHER W/ 16d TO THE INSIDE EDGE OF FRAMING AROUND OPENINGS. NEn <br /> 00 <br /> SINKERS STAGGERED 0 4'{ 0/C. •� � M N <br /> 3. WHERE SHEATHING NAILING IS SHEARWALL SHEARWALL #4 AND GREATER, ALL FRAMING U) :D Q <br /> 4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL. FOR MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A 4) u <br /> CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. SINGLE 3—INCH NOMINAL MEMBER. ADDITIONALLY, WHERE SHEARWALLS ARE SHEATHED ON `o0 �Z 3 <br /> BOTH FACES, ALL STUDS AND PLATES RECEIVING EDGE NAILING FROM BOTH FACES MUST BE _ o a) 0 3 <br /> 5. NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. SINGLE 3—INCH NOMINAL MEMBER OR PANEL JOINTS MUST BE OFFSET. (2)2x MAY BE 0 > ate. <br /> SUBSTITUTED FOR A SINGLE 3x MEMBER PROVIDED THE STUDS ARE STITCH NAILED TOGETHER w <br /> 6. ALL HOLDOWN BOLTS MUST BE RE—TIGHTENED JUST PRIOR TO ENCLOSING 2ND SIDE OF w/ 10d NAILS STAGGERED ® 6" o/c FROM EACH SIDE. � <br /> WALL. <br /> 4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 2306.4.1 OF THE INTERNATIONAL U <br /> BUILDING CODE. VALUES ARE BASED ON OSB SHEATHING w/ HEM—FIR NO. 2 FRAMING AND <br /> COMMON NAILS. <br /> • • 5. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY <br /> • • SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS. <br /> • REFER TO THE APPROPRIATE DETAILS AND/OR HOLDOWN SCHEDULE FOR ADDITIONAL <br /> • • INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE (2) 2x's ARE <br /> " USED AS A HOLDOWN POST, SHEARWALL EDGE NAILING MUST BE STAGGERED INTO EACH lK_ <br /> REBAR MEMBER OF THE POST. () LL) 0 <br /> LENGTH W N <br /> ' ';'tlfF•. - ; • 6. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7„ INTO CONCRETE OR GROUTED CMU <br /> :�•;'',:`. ONE #4 REBAR ' <br /> • IN SHEAR CONE AND SHALL BE PLACED TO PROVIDE A MINIMUM OF 2 COVER. PROVIDE 3 COVER FOR <br /> (12" MIN. REBAR CONCRETE CAST AGAINST SOIL. A 3X3X.229'' PLATE WASHER IS REQUIRED. THE PLATE WASHER Cl:� <br /> LENGTH) SHAL EXTEND TO WITHIN X" OF THE EDGE OF THE BOTTOM PLATE ON THE SHEATHED SIDE. FO LLJ r Q <br /> / 2X6 WALLS SHEATHED ON BOTH SIDES, THE PLATE WASHERS MAY BE STAGGERED, OR YOU CA a- <br /> FROM CORNER USE 4 Y2 X4 Y2 X .220" WASHER CENTERED ON THE PLATE 0 <br /> n,,- 0 <br /> 7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KWIK BOLTS/SIMPSON TITEN n <br /> HD BOLTS OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE <br /> SUBSTITUTED FOR ANCHOR BOLTS INTO EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED A z W <br /> MINIMUM OF 3-Y4" INTO EXISTING CONCRETE. _ <br /> 8. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR > LLJ <br /> POST PE OLDOWN PER W O <br /> PLAN (2-2x PLAN BORITE TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST <br /> MIN) CORROSION. L1 <br /> ANCHOR BOLT PER 9. WIRE STAPLES MAY BE SUBSTITUTED FOR NAILS IN SHEAR PANELS. <br /> HOEDOWN SCHEDULE NOV � Q 2023 <br /> 10. NAILS MUST BE STAGGERED WHEN SPACED AT 2" 0/C. <br /> CO VIA <br /> HOEDOWN POST. SEE oFw"Sys <br /> RESSURE TREATED HOLDOWN SCHEDULE OR LENGTH OF FOR DOUBLE SIDED SHEARWALLS, THE v �� �0 <br /> SILL PLATE PER SHEATHING ON EACH FACE "MUST EXTEND r" t <br /> SHEARWALL SCHEDULE. PLAN FOR MINIMUM SHEARWALL CONTINUOUS BETWEEN HOLDOWN POSTS A <br /> REQUIREMENTS ' <br /> e . ... f SHOWN. 343 <br /> a EMBEDMENT STEM WALL AND FOOTING PER <br /> PLAN. �. <br /> LENGTH a OPENING PE PLA Drawn By. CHRIS <br /> • • .d # # <br /> LOCATION OF Checked By. CHRIS <br /> HOLDOWN TO BE Date: 11-03-23 <br /> �: . •. INSTALLED S HD14R <br /> SDA JOB NO. <br /> ! TYPE OF HOLDOWN TO BE 9 843A <br /> INSTALLED <br /> SHEARWALL DESIGNATION — SEE STRUCTURAL <br /> HOLDOWN DETAIL w /o R I M J O I S T SHEARWALL SCHEDULE FOR FRAMING, DETAILS <br /> 2 NAILING)—SCALE: '!4"=1'-O" LATERAL MARKING LEGEND REQUIREMENTS <br /> NCHORAGE <br /> S - 2 . 0 <br />