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Q DOUBLE TOP PLATE W/ EDGE NAILING <br />©HOLDOWN PER SCHEDULE <br />(STAGGER) <br />AND PLAN (HDQ8—SDS3 <br />(D)SHEARWALL EDGE NAILING AT ALL PANEL <br />SHOWN) <br />EDGES. BLOCKING AT ALL PANEL EDGES <br />(B)COORDINATE ALL STUD <br />WHERE APPLICABLE. <br />© EDGE NAILING TO HOLDOWN POST (FULL <br />AND PLATE SIZES w/ <br />SHEARWALL SCHEDULE <br />HEIGHT) STAGGER INTO DOUBLE STUDS <br />REQUIREMENTS <br />O STUDS ® 16" ON CENTER <br />Q EDGE NAILING TO POSTS, <br />(E)PRESSURE TREATED SILL PLATE WITH <br />TRIM STUDS, AND KING <br />EDGE NAILING AND ANCHOR BOLTS PER <br />STUDS <br />SHEARWALL SCHEDULE. <br />®BEARING STUD FOR <br />®TOP PLATE SPLICE NAILING TO BE (6) 16d <br />HEADER <br />SINKERS (MIN). LAP 48" MINIMUM. <br />CENTER SPLICE ON STUD. <br />1 STD. SHEARWALL ELEVATION W 0 RIM <br />SCALE: Yz"®1'—O" <br />(5)16d HEADER PER PLAN <br />NAILS EACH 1 <br />2x KING <br />STUD <br />16d NAILS @ 6" \-2x TRIM STUD <br />o/c OR POST PER <br />PLAN. <br />3 STANDARD HEADER <br />)DETAIL <br />EX. WALL- <br />PRE—MFD ROOF <br />TRUSS ® 24" O/C <br />H1 CLIP EACH <br />TRUSS (142.5 <br />CLIP ALTERNATE) <br />VENTED BLOCKING <br />\2x4 TOP PLATE <br />FRAME PONYWALL <br />BETWEEN TRUSSES. <br />REF. END VIEW <br />i 16d EA SHEARWALL EDGE <br />SHEARWALL EDGE JOIST NAILING TO BOTTO <br />NAILING TO BOTTOM PLATE <br />PLATE " 10d @ 60 C TO---_10d ®6" 0/C TO / <br />RIM RIM <br />(2) ROWS OF (2) ROWS OF <br />SHEARWALL EDGE SHEARWALL EDGE <br />NAILING INTO RIM NAILING INTO RIM <br />(TYP 2—PLACES) (TYP 2—PLACES) <br />SHEARWALL EDGE OIST PER SHEAR WALL EDGE <br />NAILING7 NAILING STAGGERED <br />STAGGERED INTO PLAN (I —JOIST INTO TOP PLATE <br />TOP PLATE SHOWN) <br />(2) 16d NAILS ® EACH JOIST <br />*BREAK SHEARWALL SHEATHING ® CENTER OF RIM <br />JOIST ONLY <br />JOISTS PERPENDICULAR <br />MST37 STRAP <br />EACH SIDE AT <br />BEAM BREAK. <br />NAIL EQUALLY TO <br />EACH BEAM. <br />BEAM & HUC <br />HANGER PER <br />PLAN <br />R <br />4 BEAM TO COLUMN CONNECTION <br />VENTED BLOCKING. <br />ATTACH TO TOP <br />PLATE w/ A35 CLIP <br />OR (3)10d TOENAILS <br />EACH BLOCK <br />PRE—MFD ROOF' <br />NEW TRUSS ® 24" O/C <br />SHEARWALL <br />SIDE VIEW END VIEW <br />RAISED HEEL TRUSS/WALL CONNECTION <br />HUC41 OZ <br />4X12 PT HF#1 <br />STAIR STRINGER <br />(TYP) <br />4X12 PT HF#2 <br />TREAD W/TA9 <br />EACH END (TYP) <br />6d COMMONS @ 6" o/c FROM ROOF <br />SHEATHING TO BLOCKING <br />,,RAISED HEEL TRUSSES PER PLAN <br />2x4 STUD EACH SIDE OF <br />TRUSS <br />2x4 BOTTOM PLATE BETWEEN <br />=.J. TRUSSES. NAIL TO TOP PLATE <br />w/ 10d COMMONS ® 6" o/c <br />SHEATH "PONYWALL" BETWEEN <br />TRUSSES w/ 7/jb" OSB OR <br />CDX. NAIL ALL PANEL EDGES <br />w/ 6d @ 6" o/c <br />2X4 PT HF # 1— CONN TO STRINGER <br />FRAMING PER W/ A35 EACH END. CONN TO <br />PLAN CONIC W/ 3/4" 0 A307 GALV <br />HILTI KWIK BOLT,(OR EQUIV) <br />W/ 3 Ya" GONG EMBED EA END <br />16d @ EA BLOCK <br />AND @ 12" O/C INTO <br />RIM (2) BAYS OF BLOCKING <br />r® 46" O/C W/ (3) 10d <br />NAILS @ EA BLOCK <br />JOIST PER PLAN <br />(I —JOIST SHOWN) <br />A34 FROM <br />BLOCK TO TOP <br />PLATE <br />JOISTS <br />PARALLEL <br />MST37 STRAP EACH <br />SIDE AT BEAM BREAK. <br />NAIL EQUALLY TO EACH <br />n9 AG6 <br />m <br />5 BEAM TO COLUMN CONNECTION <br />SHEATHING TO MATCH <br />SHEARWALL. NAIL TO <br />GABLE PER <br />SCHEDULE.(WHERE 10d <br />NAILS ARE REQ'D, USE <br />10d x 2" LONG.) <br />2x FLAT ® GABLE <br />BREAK SHEATHING ON <br />TOP PLATE ONLY <br />SHEARWALL PER <br />PLAN <br />U-2,))GABLE SHEARWALL CONN <br />SCALE: �/4"®1'—O" <br />4X12 PT HF#1 <br />STAIR STRINGER <br />(TYP) <br />3X12 PT HF#1 <br />TREAD W/TA9 <br />EACH END (TYP) <br />TYP. STRINGER/ CONC CONNECTION <br />u <br />� <br />O <br />� <br />N <br />® <br />Ln <br />� <br />w N <br />> <br />oz013't <br />o <br />w <br />�p U Q w <br />W <br />L <br />M <br />® <br />C9 N <br />m <br />0O>�� <br />� <br />cr�wm <br />co <br />Ln <br />m u <br />O <br />N <br />o <br />fs <br />UJ <br />� <br />i <br />a - <br />of <br />Drawn By: JIB <br />Checked By: CCC <br />Date: 1 2-1 G-19 <br />5DA JOB NO. <br />707 <br />STRUCTURAL <br />DETAILS <br />S®5s0 <br />u <br />O <br />u <br />N <br />® <br />Ln <br />N <br />Ln <br />O N E <br />cz v <br />UQw <br />u <br />oz > <br />® <br />®?o.� <br />Fi3O>�N <br />crJ w co <br />U <br />Ln <br />m m <br />�g <br />N <br />IWI <br />I <br />i <br />K <br />.1odII <br />Drawn By: JIB <br />Checked By: CCC <br />Date: 1 2- 1 6-1 9 <br />5DA JOB NO. <br />707 <br />STRUCTURAL <br />DETAILS <br />S®7®0 <br />TRUSS PER P <br />6d 0 6" O/C INTO BLOCKIN <br />H1 CLIP ® EAC <br />TRUSS (24'° 0/C <br />MA <br />VENTILATION MAY BE <br />WALL PER PLAN — REQ'D AT BLOCKING. <br />NAIL SHEATHING VERIFY METHOD W/ <br />INTO EA MEMBER OF ENGINEER PRIOR TO <br />TOP PLATE CONSTRUCTION. BIRD <br />BLOCKING IS <br />ACCEPTABLE. <br />ORCONN. <br />CONTINUOUS 2x6 SLEEPER II <br />w/ (3)16d SINKERS TO EACH II <br />TRUSS/RAFTER BELOW 4 <br />MAIN ROOF FRAMING 11 II <br />PER PLAN ---]I 11 <br />0 II II <br />2x4 BLOCKING 1 <br />BETWEEN RAFTERS w/ <br />16d SINKERS ® 6" o/c <br />TO SLEEPER BELOW <br />II II <br />SHEARWALL <br />PER PLAN <br />DSC4 DRAG STRUT <br />CONNECTOR PER PLAN <br />®RAG TRUSS SHEARWALL CONN, <br />CONTINUOUS 2x6 RIDGE <br />BOARD <br />II 2x4 OVERFRAMING RAFTERS <br />® 24" o/c w/ (3) 16d <br />TOENAILS EACH END <br />2x4 DIRECTLY BELOW RIDGE BOARD <br />w/ 2x4 GUSSET w/ (3)16d SINKERS <br />EACH MEMBER <br />�1 11 1 <br />II II I II CONTINUOUS 2x6 SLEEPER w/ <br />II A II II 11 (3)16d SINKERS EA. <br />TRUSS/RAFTER <br />ROOF FRAMING PER <br />2x4 HF#2 RAFTERS <br />24°° o/c w/ (3)16d <br />TOENAILS TIRMUS 2x6 <br />RIDGE BOARD ° <br />2x4 w/ (3)16d SINKERS TO - <br />RAFTER AND (2)16d TOENAILS PROVIDE 2x4 POSTS AT RAFTERS AND RIDGE BOARD <br />TO ROOF FRAMING EVERY 46—INCHES MINIMUM. POSTS SHOULD BE SHEATHING PER <br />CONTINUOUS 2x4 TRIM BOARD w/ ALIGNED TO FALL ON MAIN ROOF FRAMING MEMBERS PLAN/SCHEDULE <br />(2) 16d SINKERS TO EACH AS SHOWN. WHERE RIDGE BOARD DOES NOT ALIGN <br />RAFTER/TRUSS. INSTALL SNUG IN w/ MAIN ROOF MEMBER, POSTS SHOULD BEAR ON <br />FRONT OF 2x4 POSTS TO TOP VIEW 2x6 BLOCK INSTALLED BETWEEN ADJACENT TRUSSES. SIDE VIEW <br />PREVENT SLIDING <br />ATYPICAL ROOF OVERFRAMING DETAILS <br />2x4 BLOCKING w/ <br />16d SINKERS ® 6" <br />®/c TO SLEEPER <br />BELOW <br />2x4 GUSSET <br />w/ (3) 16d <br />SINKERS <br />EACH <br />MEMBER <br />OVERFRAMING <br />RAFTERS <br />2x4 POST <br />46—INCHES ON <br />CENTER MAX <br />CONTINUOUS 2x4 <br />BLOCKING w/ (2) <br />16d SINKERS TO <br />EACH TRUSS/RAFTER <br />BELOW. INSTALL <br />SNUG IN FRONT OF <br />POST AS SHOWN <br />SECTION Am A <br />O <br />L <br />® <br />Ln <br />uj <br />® N <br />ELu <br />Udw <br />CL/ v <br />® <br />p �_0 7 <br />O>.� <br />m <br />Ln <br />m u <br />O <br />N <br />olLu <br />DIFLII <br />Drawn By: JIB <br />Checked By: CCC <br />Date: 1 2- 1 G- 19 <br />5DA JOB NO. <br />(5707 <br />STRUCTURAL <br />DETAILS <br />S-6a0 <br />