3201 56TH ST SW 2021 Plans 2022-11-07

SHEARWALL SCHEDULE (CDX) rg r SHEARWALL NOTES 1. ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SMALL BE HEM —MR NO. 2 UNLESS NOTED OTHERWISE ON PLANS® ALL SHEATHNG EDGES MUST BE BACKED WITH 2x OR `BIDER FRAMING (SEE NOTE )m 20 SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SMEAR ALL SHEATHING MUST EXTEND TO THE OUTNSDE EDGE OF ALL HOLDOWN POSTS AND CORNERS AND TO THE INSIDE EDGE OF FRAMING AROUND OPENINGS. 3 WHERE SHEATHING NAILING IS SMEAR BALL #3 AND GREATER, ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3—INCH NOMINAL MEMBER. ADD170NALLY, WHERE SHEARWALLS ARE SHEATHED OWN BOTH < FACES, ALL STUDS AND PLATES RECEIVING EDGE NAILING FROM BOTH FAMES MUST BE A 00 SINGLE —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 , A 2x SILL PLATE MAY BE USED IF TWO TAMES THE NUMBER OF ANCHOR BOLTS REQUIRED BY THE SHEARWALL SCHEDULE � ARE USED AND ARE EVENLY SPACED (SEE 2003 IBC SECTION 2D54Q1 O)a o SHEAR ALL NAILING CRITERIA IS BASED ON TABLE 2306.41 OF THE INTERNATIONAL cn > cn BUILDING CODE (FOR CDX) OR REPORT NER-124 (FOR OSB). VALUES ARE BASED ON HEM —FIR NO. 2 FRAMING WITH COMMON NAILS. Lri S© HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MAN` SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE Ld PLANS. REFER TO THE APPROPRIATE DETAILS AND/OR HOLDOWN SCHEDULE FOR ADDITIONAL INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC, WHERE (2) 2x's ARE. USED AS .A HOLDO N POST, SHEAR' ALL EDGE NAILING MUST BE STAGGERED INTO EACH MEMBER OF THE POST® m ANCHOR BOLTS MOST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR GROUTED ° CMU, AND SHALL BE PLACED TO PROVIDE, A MINIMUM OF 2°p COVER© PROVIDE " COVER FOR CONCRETE CAST AGAINST SOIL. m 7m ALL MACHINE BOLTS SHALL BE ASTM A 07 OR BETTER. HIILTI KWK BOLTS/SIMPSON TITEN HD BOLTS OF THE SAME DIAMETER AS SHOWN IN THE SHEAR ALL SCHEDULE MAY BE SUBSTITUTED FOR ANCHOR BOLTS INTO EXISTING CONCRETE. BOLTS SMALL BE EMBEDDED A � MINIMUM OF Sag INTO EXISTING CONCRETE® E 89 ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR > BO NTE TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST CORROSION. ® WHERE 10 NAILS ARE SPACED AT " ON CENTER OR LESS, NAILS MUST BE STAGGERED. 10. OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR CDX SPECIFIED IN SHEAR 'ALL SCHEDULE. LLJ HOLDO N POST. SEE HOLDO N LENGTH OF FOR DOUBLE SIDED SHEARWALLS, THE co SCHEDULE OR PLAN FOR MINIMUM SHEAR ALL SHEATHING ON EACH FACE MUST EXTEND REQUIREMENTS CONTINUOUS BETWEEN HOLDO N POSTS clf AS SHOWN. Lo OPENING PER PLA7 3 7 L9 bj a LOCATION OF < > HOLDO N TO BE 5THD1 R INSTALLED TYPE OF HOLDO N TO BE INSTALLED SCHEDULE . FRAMING, NAILING I ANCHORAGE REQUIREMENTS a' LATERALI LEGEND i 4 � 34383 SDA JOB NO.