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SECURE 2x6 M. TO BLK W/(2)YI' <br />ANCHOR BOLT W/2'WASHER SET <br />IN SIMPSON HIGH STRENGTH <br />EPDXY 4' EMBED. <br />I _ <br />r.) o <br />SECURE 2x4 ON <br />W <br />FLAT TO SILK <br />W/ CUT NAILS. <br />SIDE& <br />2x6 GARAGE DOOR BUCK W/ (3) <br />1$'XS' J-BOLTS 4' EMBEDMENT MIN. <br />UU 2.XVX16 WASHER AND NUT <br />I <br />SPACED EVENLY FROM FLOOR TO <br />GARAGE DOOR HDR IN JOINTS <br />PRIOR TO FILLING. <br />I.2X6 PT BLOCK CENTER OF <br />DOOR HEADER WIMS'X8' J-BOLTS <br />4' EMBEDMENT W/ 2'X2'XM4' WASHER <br />AND NUT <br />L•1 NOTES, <br />E <br />ALL ANCHORS SHALL BE IN ACCORDANCE TO <br />MANUFACTURER'6 INSTALLATION INSTRUCTIONS LLHERE <br />SUCH INSTRUCTIONS ARE MORE STRINGENT <br />UANAUE LVVN <br />BUCK ATTACH RENT <br />SCALE' <br />2X4X4' SECURE TO TRUSS W/ 3-12d <br />6'-$' O.C. MAX TYP. <br />2X4 SECURE TO 2X4 BLK W/2-12d <br />SECURE TO BLK W/ META-16 <br />2X4 SECURED TO <br />GABLE END <br />W/(2A2d-EA. UPRIGHT <br />2X4 SECURED TO <br />`2.4 BLOCKING <br />EA, <br />RAFTER <br />L-30 EA <br />RAFTER <br />HIS EA. <br />RAFTER <br />2x4 RAFTER <br />• 24' 'AFTER <br />�A1 FRAMED OVERHANG <br />`+ TUTS. <br />HEADER SIZE PER <br />SPAN CHART. <br />DOOR/ <br />WINDOW <br />OPENING <br />PRE-ENG TRUSSES W/ TRUSS <br />CONNECTOR VERIFY W/ <br />FRAMING PLAN <br />DOUBLE TOP PLATE <br />CRIPPLE STUDS • 16, O.C. <br />MAX <br />SIMPSON LSTA-12 s EA. JACK <br />STUD, BOTH SIDES OF <br />OPENING. <br />2x STUDS • 16' OIC. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />WITHIN }' OF WINDOW/ DOOR <br />OPENING AND SECURE PER <br />FASTENER SCHEDULE <br />KING STUDS (SEE HEADER <br />SPAN CHART FOR DETAILS <br />AND SPECIFICATION) <br />JACKS (SEE HEADER SPAN <br />CHART FOR DETAILS AND <br />SPECIFICATION) <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY • A TIMIE. <br />USE Rd NAILS, TWO WITHIN 6' <br />FROM EACH END 4 NO MORE <br />THAN 12' O.C. STAGGERED <br />SP4 OR H5 • TOP AND <br />BOTTOM PLATES s EA FULL <br />LENGTH STUD, BOTH SIDES <br />OF OPENING. <br />SHEATHING TO LAP TO TOP <br />OF MASONRY WALL. <br />SHEATHING MUST NOT <br />BREAK I'-4' MIN. FROM 2ND <br />TYP. EXTERIOR WINDOW/ DOOR FLR LINE. <br />G1OPENING WD '•1'-0' FRAMED (W/FLOOR TRUSS) <br />BC ALE� IR <br />FASTENER SCHEDULE <br />ROOF DIAPHRAGM <br />USE 1/16'CAS. OR 1/2' CDX PLY WITH •S RING SHANK GUN NAILS AT 4' O.C. AT <br />SUPPORTED PANEL EDGES AND -S RING SHAW GUNNAILS AT 6' O.C. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL, <br />ROOF SHEATHING TO GABLE END FRAME <br />USE d GIN NAILS • 4' OZ. <br />EXTERIOR SHEATHING <br />USE 1/16, OSB. OR V2' PLY WITH •8 RING SHANK GUN NAILS AT 6' O.G. AT <br />PANEL SIDES AND -6 RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM <br />PANEL AND 'B RING SHANK GUN NAILS AT 6' O.C. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />NOTE: RING SHANK GW NAILS SHALL BE PERMITTED AS AN <br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER <br />NAIL REQUIREMENTS <br />SIZE HEAD LENGTH DIA. TENSILE 8 Top CORD BLOCKING AT 4' <br />SalN ROIINDODIFIE 2 3/5' 1 .113 1 n"' OL. MAX. IN FIRST 2 FRAMING <br />OR T <br />MOTE: NAILS TO BE MFG. BY MEMBER OF INT. <br />STAPLE, NAIL 4 TOOL ASSOCIATION <br />I. 0.113 INCH NOMINAL SHANK DIAMETER <br />2. RING DIAMETER OF 0IDI2 OVER SWANK DIAMETER <br />3. 16 TO 20 RMG9 PER INCH <br />4,0280 INCH FILL ROUND HEAD DIAMETER <br />9. 2 INCH NAIL LENGTH <br />ROOF SHEATHING LAYOUT <br />AND ENDWALL BRACING <br />7 2'-O" EXTEN ION T SERVICE DR. 8 NOT USED FOR GABLE END FRAMING <br />SCALE. I/1'•I'-0' <br />SPACES AT EACH END. <br />RAFTER OR TRUES <br />ROOF SHEATHING, <br />I, <br />MEN ME III <br />�. BUILDING LENGTH I" <br />%T-,STICK BUILT WALL DETAIL <br />�LJ KTS. <br />SPS • EA, STUD TOP 4 <br />BOTTOM <br />PRE-ENG TRUSSES W/TRUSS <br />CONNECTOR UP TO'1,000 <br />UPLIFT <br />DOUBLE TOP PLATE <br />SIMPSON MSTA-24 s EA. JACK <br />2.0 STUDS • 16' O.C. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />WITHIN }' OF WINDOW/ DOOR <br />OPENING AND SECURE PER <br />FASTENER SCHEDULE <br />(2) STUDS, (2) JACKS • EA. <br />SIDE OF OPENING <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY • A TIME. <br />USE Rd NAILS, TWO WITHIN 6' <br />FROM EACH END 4 NO MORE <br />THAN WOO. STAGGERED <br />WINDOW SILL W/CRIPPLES <br />w' or_ <br />}' DIA ANCHOR BOLT <br />AT I6' O.C. MAX WITH T' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSON MSTAM-24 • EA. <br />JACK SECURED W/ <br />SPECIFIED ANCHORS <br />2XS P.T. BOTTOM PLATE <br />5 WINDOW OPENING <br />4 2-STORY WALL <br />NOTE: TYP. EXT. SHEATHING ATTACHMENT <br />FOR SHEAR 4 UPLIFT (OSB. TO BE STRUCTURAL <br />GRADE) CONNECTORS FROM STUD TO PLATE ARE <br />NOT REQUIRED EXCEPT n OPENINGS <br />J <br />��I <br />Z ^. <br />T+ <br />p '� <br />L <br />tt <br />F <br />1-J <br />m <br />� oI <br />TYP. <br />F <br />EXT. SHEATHING ATTACHMENT <br />FOR <br />WALL SHEATHING (065 TO <br />BE <br />STRUCTURAL <br />GRADE) <br />1/16, OSB. <br />2x4 <br />BTMPLATE <br />PLATE <br />2X4 DEL. TOP PLATE <br />2X4 STUD I6' O.G. <br />l/16, OSB. <br />1/J' AB. W/ MIN, <br />T' EMBEDMENT <br />LOCATE 6'-8' FROM ENDS <br />AND 32' O.C. MAX. <br />TEXTURED FNISH <br />MTS-12 <br />META-16 <br />32' O.C. MAX <br />S.CMU WALL <br />PRE-ENGINEERED <br />TRUSS <br />KNEE WALL DETAIL <br />2 TO BLOCK <br />SCALE: V2'•1'-0' <br />A SECURE 2. TO BLOCK <br />W/ (2) J' TAPCCNB OR <br />DRIVE PIN <br />(MIN SHANK SIZE .145) <br />necmt t (MIN EMBED. II')g� <br />WITHIN V OF EACH o!'- <br />END AND IS' OL. MAX d < � I <br />SPACING. <br />�' OSB. SHEATHING OR - <br />}' CDX PLYWOOD <br />UP To B'-m' <br />2x4 BLOCKS <br />CMU WALL <br />I I I <br />PIY T <br />�a1 ARCH WINDOW FRAME A SECTION <br />SCALE, I/2'•I'-0' <br />�-8 RING SWANK GIN NAILS <br />• 6' O.C. IN FIELD <br />SHEATHING (OSB. TO BE STRUCTURAL GRADE) <br />4S 2' DECK SCREWS � 6'-S' <br />O.C. MAX • EDGE$ 4 R' D.G. <br />MAX IN FIELD. UNTHREADED <br />"$HANK TO EXTEND BEYOND' <br />THICKNESS OF SUB -FLOOR <br />SHEATHING <br />TYP. 3/4' TAG SUB -FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />PRE-ENG. TRUSS <br />DBL. 2X TOP PLATE <br />1/16' OSB. <br />2X BLOCKING <br />TOP OF <br />T/16' oSB. <br />2X STUDS 16' O.C. MAX. <br />2X SIM1. PLATE <br />3/4' FLOOR DECKING <br />PRE- ENGINEERED <br />FLOOR TRUSS <br />2X4 a TOP 4 <br />BOTTOM CONT. <br />W/ (5) 12d NAILS <br />BLK WALL JY <br />OI CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK. <br />W/ 1/4' GAP FROM BLK TO OSB, <br />OHORIZONTAL 2X $.PP. G AT <br />PERIMETER OP OSB.TO PROVIDE STRUCTURAL CONTTCNA L PATTERN <br />O3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP <br />PLATE TO HORIZONTAL BLOCKING. <br />® SHEATHING a TOP OF WOOD FRAMED WALL TO BE <br />STAGGERED MIN. OF 16- FROM SHEET BELOW <br />® INSTALL ALL SHEETS UFACE GRAIN PARALLEL <br />TO STUDS <br />9 EXT. WALL SHEATHING <br />6AALE, I/2'•1'-0' <br />A R C N IT E C T E <br />Design <br />Grou 1.4:. <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407.774.6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA k: 0003325 <br />FF <br />y <br />V <br />W <br />FO <br />4 <br />V <br />r7 <br />O <br />O <br />y <br />2 <br />F <br />U <br />9 <br />OUNDM !a LOT: <br />SILVERADO <br />LOT 46 <br />BLK 6 <br />Pnoj=T* <br />04128.000-04661 <br />]LODEIs <br />4EGB <br />"GALEN" <br />GARAGE OWING - <br />LEFT <br />PAGE- <br />misc. <br />DETAILS <br />150 MPH EXP. B <br />r///a <br />D TM 10/20/17 <br />SCALE: 1 /4"=1'- O" <br />a8*1z T <br />D <br />