Loading...
HomeMy WebLinkAboutSections_6.25.21MAIN LEVEL PLAN 0" UPPER LEVEL PLAN 10’ − 5 7/8" MAIN T.O.W. 9’ − 1 1/8" UPPER T.O.W. 18’ − 7" GRG T.O.FTG −3’ − 6 5/8" SIDE YARD SETBACK 5’ − 0"5’ − 4"15’ − 0"7’ − 0"MAX ADU RIDGE HEIGHT22’ − 0"SOUTH PROPERTY LINE135.00°3’ − 5"8’ − 1 1/8"1’ − 4 3/4"9’ − 1 1/8"B C45 Degree Setback PlaneSetback Line8’ − 1 1/8"3’ − 0" ROOF TRUSS 3 1 /4 " / 1 2 " A ROOF TRUSS EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS 2’−18’ FINISHED WIDTH OF OPENING FOR SINGLE OR DBL PORTAL 12’ MAX TOTAL WALL HEIGHT10’ MAX HEIGHTPONY WALL HEIGHTMIN 3"x11 1/4" NET HEADER STEEL HEADER PROHIBITED FASTEN SHEATHING TO HEADER W/8D COMMON OR GALVANIZED BOX NAILS ON 3" GRID PATTERN AS SHOWN HEADER TO JACK STUD STRAP PER TABLE R602.10.6.4 ON BOTH SIDES WALL AT OPENING, MIN. DBL 2x4 FRAMING COVERED W/MIN. 3/8" STRUCTURAL PANEL SHEATHING W/8D COMMON OR GALV BOX NAILS @ 3" O.C. IN ALL FRAMING STUDS, BLOCKING AND SILLS, TYP. MIN. LENGTH OF PANEL PER TABLE R602.10.5 MIN. (2) 4200# STRAP TYPE HOLD− DOWNS EMBEDDED INTO CONCRETE AND NAILED INTO FRAMING MIN. REINFORCING OF FDN, (1) # 4 BAR TOP AND BTM OF FTG. lAP BARS 15" MIN. MIN (1) 5/8" DIA. A−BOLT INSTALLED PER R403.1.6 W/3x3x1/4 PLATE WASHER FASTEN TOP PLATE TO HEADER W/(2) ROWS OF 16D SINKER NAILS AT 3" O.C. MIN 3/8" STRUCTURAL PANEL SHEATHING 2x6 BLOCKING (FLAT) IF NEEDED, PANEL SPLICE EDGES TO OCCUR OVER AND BE NAILED TO 2x6 BLOCKING (FLAT) WITHIN 24" OF WALL MID−HEIGHT. ONE ROW OF 3" O.C. NAILING REQUIRED IN EACH PANEL EDGE. MIN. DOUBLE 2x4 POST (KING AND JACK STUD). NUMBER OF JACK STUDS PER TABLES R502.5 (1) AND (2). AT CENTER PORTAL FRAME ON DOUBLE DOOR, MIN. 1000# HOLD− DOWN DEVICE EMBEDDED INTO CONCRETE AND NAILED TO FRAMING. EXTENT OF HEADER WITH SINGLE PORTAL FRAME (ONE BRACED WALL PANEL FIGURE R602.10.6.2 METHOD PFH -PORTAL FRAME WITH HOLD-DOWNS REV:PROJECT NAME:ADDRESS:OWNER:LEGAL:A3.01 SECTIONS431 NORTH GRANDOBER RESIDENCE − GARAGE/ADU ADDITION REVISED ROOFTRAVIS OBERLOT 5 & 6, BLOCK 7 OF BEALL’S 3RD ADDITION5−5−2021 3/8" = 1’−0"1 Section 1NTS3PORTAL FRAME DETAIL