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EPDXY HOEDOWN SCHEDULE.: _� SHEARWALL SCHEDULE (CDX) 'FOR EPDXY INSTALLATIONS INTO EXISTING CONCRETE ,a ANCHOR EMBEDMENT MIN. EDGE SILL PLATE&CONN.@ BOTFOM/TOP PLATE Q4 MARK SHEATHING EDGE NAILING FIELD NAILING I N 6 MODEL FASTENERS TO POST FND CONN. BOLT LENGTH DISTANCE HDU2-SDS2.5' 0 ATR (6)Y4"x'24"SDS SCREWS 7 4" : 1/4" 1 /8"CDXONE FACE8d 6"O C 8d 12"O C �"O A.B.@ 48"O/C W/ LTP4`@ 20"0/C W/2x a @ L @. / 2x SILL PLATE BOTTOM PLATE HDU4-SDS2.5 i"0 ATR (1 0)Y"X 2 4"SDS SCREWS 74" 13/4" A 5 " w " 2\' %"CDX ONE FACE 8d @:4"0/C 8d @ 12"0/C /8 0 A.B.@ 36 O/C W/ LTP4 @ 14 0/C W/2x / N 2x SILL PLATE BOTTOM PLATE HDU8-SDS2.5 i"0 AIR (20)Y"x 2 4"SDS SCREWS 13i" 134. ..;;77. SHEARWALL NOTES O _i --. - HOLDOWN NOTES _°" '4''.` _. 1.ALL STUDS, BLOCKING,'TOP AND BOTTOM:PLATES SHALL BE HEM-FIR-NO.2 UNLESS NOTED OTHERWISE ON PLANS: ALL N '? ^ v 1.ALL-THREAD BOLTS SHALL CONFORM TO ASTM A307. SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING(SEE NOTE#3). Q' W "7 "`a C 2.MINIMUM CONCRETE COMPRESSIVE STRENGTH fc= 2500 PSI. MINIMUM WALL THICKNESS IS 8". 2.:SHEATHING MAYBE INSTALLED:EITHER HORIZONTALLY OR VERTICALLY. .ALL SHEARWALL SHEATHING MUST EXTEND TO �_ "- -� THE OUTISDE_EDGE OF ALL HOLDOWN POSTS AND CORNERS,AND TO.THE INSIDE EDGE OF FRAMING AROUND' �. 6 a 2 3.ALL HOLDOWNS REQUIRE A(2)2x POST UNLESS NOTED OTHERWISE. WHERE HOLDOWNS ARE OPENINGS: (23 0., INSTALLED INTO THE WIDE FACE OF THE STUD,STUDS MUST BE STITCH NAILED-TOG_ ETHER w/16d SINKERS STAGGERED @ 4"o/c. 3. WHERE SHEATHING NAILING IS SHEARWALL.#3 AND GREATER, ALL' FRAMING MEMBERS RECEIVING EDGE NAILING FROM --:8 d ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3-INCH'NOMINAL MEMBER. ADDITIONALLY,WHERE SHEARWALLS L r LU ,cg 4.MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL. FOR CONCRETE ARE SHEATHED ON BOTH FACES,ALL STUDS AND PLATES RECEIVING EDGE NAILING FROM BOTH FACES MUST BE A SINGLE } i;; CAST AGAINST SOIL PROVIDE 3"CLEAR TO ANCHOR BOLT. 3-INCH NOMINAL MEMBER OR PANEL JOINTS MUST BE STAGGERED. IN EACH OF THESE CASES 3x STUDS ARE REQUIRED U Z UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS BY THE ENGINEER. FOR SHEARWALLS#3 AND#4,A 2x SILL PLATE L O MAY BE USED IF TWO TIMES THE NUMBER.OF ANCHOR BOLTS REQUIRED BY THE SHEARWALL SCHEDULE ARE USED AND ARE 5. NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. c-.1/.5' °- EVENLY SPACED(SEE 2003 IBC SECTION 2305.3.10)- 6.WHEN FIELD CONDITION BECOME LESS THAN MINIMUM SHOWN,CONTACT ENGINEER PRIOR TO PROCEEDING. 4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 2306.4.1 OF THE INTERNATIONAL BUILDING CODE(fOR CDX)OR REPORT NER-124(FOR OSB): VALUES ARE BASED ON HEM-FIR NO.2 FRAMING WITH COMMON NAILS. 7.ALL HOLDOWN BOLTS MUST BE RE-TIGHTENED JUST PRIOR TO ENCLOSING SECOND SIDE OF WALL. 5.HOEDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY SHEARWALLS. SIZES AND 8.HOLDOWNS MAY BE ATTACHED TO EXISTING CONCRETE USING SIMPSON'SET-XP HIGH STRENGTH LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS. REFER TO THE APPROPRIATE DETAILS AND/OR EPDXY. SIZE AND EMBED`PER CHART. ICBG REPORT NO. ER-5279. DRILL ANCHOR BOLT HOLES '/a"LARGER HOLDOWN SCHEDULE FOR ADDITIONAL INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH,ETC. WHERE THAN ANCHOR BOLT.DIAMETER. (2)2x's ARE USED AS A HOLDOWN POST,SHEARWALL EDGE NAILING MUST BE STAGGERED INTO EACH MEMBER OF.THE Q POST. ce) 6.ANC1-10RCOLTS MUST BE EMBEDDED A MINIMUM OF 7"INTO CONCRETE OR GROUTED CMU,AND SHALL BE PLACED TO cNi W m . PROVIDE A MINIMUM OF 2"' COVER. PROVIDE 3°COVER FOR CONCRETE CAST AGAINST SOIL 0 00 HOLDOWN SCHEDULE 7.ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KWIK BOLTS/SIMPSON TITEN`HO BOLTS OF THE SAME 0 w DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE SUBSTITUTED FOR ANCHOR BOLTS INTO EXISTING CONCRETE: C I Q *FOR HOLDOWNS INSTALLED IN NEW FOUNDATIONS BOLTS SHALL BE EMBEDDED A MINIMUM OF 5'INTO EXISTING CONCRETE. ANCHOR THRU'BOLTS OR EMBEDMENT/ MINIMUM MODEL BOLT NAILS/SCREWS : STRAP LENGTH EDGE DIST. le de 8.ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD EXCEPT FOR BC ORITE TREATED WOOD) (j) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST CORROSION. . j CS14 N/A (30)-10d COMMON IN 34"+ CLEAR SPAN CENTER ON NA NA LJJ SINGLE STUD RIM JOIST 9.WHERE 10d NAILS ARE SPACED AT 3"ON CENTER OR LESS,NAILS MUST BE STAGGERED. i -N 0% > 10.OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR CDX SPECIFIED IN SHEARWALL SCHEDULE. Q`W HOLDOWN NOTES �h CV 1.ALL-THREAD BOLTS SHALL CONFORM TO ASTM A307. 2.MINIMUM CONCRETE COMPRESSIVE STRENGTH fc:= 2500 PSI. MINIMUM WALL THICKNESS IS 8". 3..ALL HOLDOWNS REQUIRE A(2)2x POST UNLESS NOTED OTHERWISE: WHERE HOLDOWNS ARE INSTALLED INTO THE . , , WIDE FACE OF THE STUD STUDS MUST BE STITCH NAILED TOGETHER w/16d SINKERS STAGGERED 4"o/c. HOLDOWN POST. SEES' . @ HOEDOWN SCHEDULE OR PLAN FOR DOUBLE SIDED SHEARWALLS,THE ,:r ,„,i-s'. A,_ o SHEATHING ON EACH FACE MUST EXTEND /1 w t ; J/,._, : 4.MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL. FOR CONCRETE CAST : FOR MINIMUM REQUIREMENTS y 5 AGAINST SOIL PROVIDE 3"CLEAR TO ANCHOR BOLT: CONTINUOUS BETWEEN HOLDOWN POSTS AS , ''',-"P',. rh LENGTH OF SHOWN.:. 14sa 5.NAILS/SCREWS TO HOEDOWN POST SHALL BE PER MANUFACTURERS SPECIFICATIONS. SHEARWALL : 6.WHEN FIELD CONDITION BECOME LESS THAN MINIMUM SHOWN,CONTACT ENGINEER PRIOR TO PROCEEDING_ _ Y 5''2D16 1 ��11� I I LATERAL ONLY 7.ALL HOLDOWN BOLTS MUST BE RE-TIGHTENED JUST PRIOR TO ENCLOSING SECOND SIDE OF WALL. '.V.( )��I HI� IIIIIIM OPENING PER PLAN LOCATION OF HOEDOWN Drawn Br FF TO BE INSTALLED STHD14RJ CDate•07-31ecked By: C C 5C TYPE OF HOLDOWN TO BE INSTALLED SDA JOB NO. 7592 SHEARWALL DESIGNATION-SEE SHEARWALL . SCHEDULE FOR FRAMING,NAILING AND STRUCTURAL ANCHORAGE REQUIREMENTS NOTES/DETAILS .r LATERAL MARKING LEGEND O 7 2 iF 1.: : :1.4<Jlo