4929 SOUND AVE 2022 Plans 2025-07-02

SHEARWALL SCHEDULE ( CDX ) FOR DOUBLE SIDED HOEDOWN POST. SEE SHEARWALLS, THE SHEATHING MARK SHEATHING EDGE NAILING FIELD NAILING SDA� SILL PLATE & BOTTOM/TOP PLATE HOEDOWN SCHEDULE OR LENGTH OF ON EACH FACE MUST EXTEND CONN. @ FND CONN. PLAN FOR MINIMUM SHEARWALL CONTINUOUS BETWEEN 5/8" 0 A.B. @ 48" LTP4 @ 20" O/C REQUIREMENTS 0 3/8" CDX ONE 8d @ 6" O/C 8d @ 12" O/C O/C W/ 2x SILL W/ 2x BOTTOM HOLDOWN POSTS AS SHOWN. FACE PLATE PLATE +� 3/g" 5/8" 0 A.B. @ 36" LTP4 @ 14" O/C A28d @ 4 O/C 8d @ 12 O/C O/C W/ 2x SILL W/ 2x BOTTOM OPE CDX ONE NING PER PLAN # •0 # FACE PLATE PLATE LOCATION OF cn 5 10d @ 12" 5/$" 0 A.B. @ 14" HOLDOWN TO BE M A 1 /32 CDX EAC 10d @ 4 O/C O/C EACH O/C W/ 3x SILL LTP4 @ 6 O/C W/ INSTALLED STHD14RJ Q !�a FACE EACH FACE FACE PLATE 3x BOTTOM PLATE W� o TYPE OF HOLDOWN TO BE INSTALLED .� Wy 3 i SHEARWALL NOTES (D SHEARWALL DESIGNATION — SEE � .r 1 . ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE HEM—FIR NO. 2 UNLESS p NOTED OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER SHEARWALL SCHEDULE FOR FRAMING, _ M F NAILING AND ANCHORAGE 0 W FRAMING (SEE NOTE #3). REQUIREMENTS LATERAL MARKING LEGEND 2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL v SHEATHING MUST EXTEND TO THE OUTISDE EDGE OF ALL HOLDOWN POSTS AND CORNERS, :3 AND TO THE INSIDE EDGE OF FRAMING AROUND OPENINGS. 3. WHERE SHEATHING NAILING IS SHEARWALL #3 AND GREATER, ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3—INCH NOMINAL MEMBER. ADDITIONALLY, WHERE SHEARWALLS ARE SHEATHED ON BOTH FACES, ALL STUDS AND PLATES RECEIVING EDGE NAILING FROM BOTH FACES MUST BE A -- SINGLE 3—INCH NOMINAL MEMBER OR PANEL JOINTS MUST BE STAGGERED. IN EACH OF --- THESE CASES 3x STUDS ARE REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ON THE —_—_—_ PLANS BY THE ENGINEER. FOR SHEARWALLS #3 AND #4, A 2x SILL PLATE MAY BE USED TRUSS PER PLA --- IF TWO TIMES THE NUMBER OF ANCHOR BOLTS REQUIRED BY THE SHEARWALL SCHEDULE No. Date By Revision ARE USED AND ARE EVENLY SPACED (SEE 2003 IBC SECTION 2305.3.10). 8d @ 6" O/C INTO BLOCKIN 4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 2306.4.1 OF THE INTERNATIONAL H1 CLIP @ EAC BUILDING CODE (FOR CDX) OR REPORT NER-124 (FOR OSB). VALUES ARE BASED ON TRUSS (24" O/C HEM—FIR NO. 2 FRAMING WITH COMMON NAILS. MA 5. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY VENTILATION MAY BE SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE REQ'D AT BLOCKING. 0 PLANS. REFER TO THE APPROPRIATE DETAILS AND/OR HOLDOWN SCHEDULE FOR WALL PER PLAN — METHODVERIFY LLl N ADDITIONAL INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE (2) NAIL SHEATHING ENGINEERPRIIOR VTO U > OD 2x's ARE USED AS A HOLDOWN POST, SHEARWALL EDGE NAILING MUST BE STAGGERED INTO INTO EA MEMBER OF CONSTRUCTION. BIRD Z Q 0-) EACH MEMBER OF THE POST. TOP PLATE BLOCKING IS LLJ p Q z 6. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR GROUTED ACCEPTABLE. p CMU, AND SHALL BE PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3" COVER R OO� SHEAR WALL CON N . W � FOR CONCRETE CAST AGAINST SOIL. 1 0 � u� I- 7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KWIK BOLTS/SIMPSON LLJ TITEN HD BOLTS OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE Q O-) � SUBSTITUTED FOR ANCHOR BOLTS INTO EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED A = N LLJ MINIMUM OF 5" INTO EXISTING CONCRETE. U d- > Lij 8. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR a° BORITE TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST o. of As CORROSION. . . 00 Q 00 P 9. WHERE 10d NAILS ARE SPACED AT 3" ON CENTER OR LESS, NAILS MUST BE STAGGERED. 34 10. OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR CDX SPECIFIED IN ° JUL 0 7 202 SHEARWALL SCHEDULE. 30" m 1 o. REBAR LENGTH "°'' Drawn By. CCC ''" ONE 4 REBAR # Checked By. CSC IN SHEAR CONE Date: 06-08-22 (12" MIN. REBAR 9557 LENGTH) 1 2" MIN. FROM CORNER STRUCTURAL DETAILS 2 S - 3 . 0