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• O C Y i V . C 7 1 <br />SECURE 2x6 MN. TO BLK W/(2)kj' <br />FANCHOR BOLT W/ 2' WASHER SET <br />. a1Mww uvu arcr=w.ru <br />EPDXY 4' EMBED. <br />° ❑ <br />SECURE 2x4 ON <br />E <br />FLAT TO BLK <br />W/ CUT NAILS. <br />W SIDES: <br />O' <br />2X6 GARAGE DOOR BUCK W/ (3) <br />VXS' B J-OLTS 4' EMBEDMENT MIN, <br />X2 W/ 21'XI(4 WASHER AND NUT <br />SPACED EVENLY FROM FLOOR TO <br />GARAGE DOOR WM IN JOINTS <br />PRIOR TO FILLING. <br />1-2X6 PT BLOCK • CENTER OF <br />DOOR W HEADER (I)h'XS' J-BOLTS <br />4, EMBEDMENT W/2'X2'XW WASHER <br />AND NUT <br />C <br />_NOTES: <br />ALL ANCHORS SHALL BE IN ACCORDANCE TO <br />MANUFACTURER'S INSTALLATION NSTRWTIONB WERE <br />SUCH INSTRUCTIONS ARE MORE STRINGENT <br />lrAttAliL' llVVK <br />��)A ATTACHMENT <br />SCALE: I'•m' <br />2X4X4' SECURE TO TRU99 Wf 3-12d <br />("' a' O.C. MAX TYP. <br />2X4 SECURE TO 2X4 BLK W/2.12d <br />SECURE TO BLK W/ META-16 <br />EXT NSION OPT SERVICE DR. <br />SCALE: IR'.I'_O• <br />2X4 SECURED TO <br />GABLE END <br />W/(2n2d.EA. UPRIGHT <br />2X4 SECURED TO <br />1-2a4 BLOCKING <br />• EA. RAFTER <br />0 EAK�L <br />-2x4 RAFTER <br />• 24' O.C. <br />�� FRAMED OVERHANG <br />rQ1NOT USED <br />v <br />STICK BUILT WALL DETAIL <br />1 N.Ts. <br />N N N W- I PRE-ENG TRUSSES W/TRUSS <br />L <br />MISSION <br />goj <br />I <br />CONNECTOR VERIFY W/ <br />FRAMING PLAN <br />- DOUBLE TOP PLATE <br />- CRIPPLE STUDS m lb'O.C. <br />MAX <br />- SIMPSCN LSTA-12 • EA. JACK <br />STUD, BOTH SIDES OF <br />OPENING. <br />2x 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 />�- KING STUDS (SEE HEADER <br />SPAN CHART FOR DETAILS <br />AND SPECIFICATION) <br />r- JACKS (SEE HEADER SPAN <br />CHART FOR DETAILS AND <br />SPECIFICATION) <br />IU- JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY 4 A TIME. <br />USE 12d NAILS, TWO WITHIN 6' <br />FROM EACH END 4 NO MORE <br />THAN 12, O.C. STAGGERED <br />SP4 OR H$ s TOP AND <br />BOTTOM PLATES • EA, FULL <br />LENGTH STUD, BOTH SIDES <br />OF OPENING. <br />SHEATHING TO LAP TO TOP <br />OF MASCNRY WALL. <br />SHEATHING MUST NOT <br />BREAK 1'-4' MIN. FROM 2ND <br />TYP. EXTERIOR WINDOW/ DOOR FLR LIRE. <br />rJ OP WING WD FRAMED W F OR TRUSS <br />SCALE: I!i'•I'•0' <br />FASTENER SCHEDULE <br />ROOF DIAPHRAGM <br />USE 1/16, OSB. OR 1/2' COX PLY WITH 'd RING SHANK CAN NAILS AT 4' O.G. AT <br />SUPPORTED PANEL EDGES AND'S RING SHANK GLEN NAILS AT 6' O.C. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />ROOF SHEATHING TO GABLE END FRAME <br />USE 48 GUN NAILS - 4' OG. <br />EXTERIOR SHEATHING <br />USE 1/16' OSB. OR V1' PLY WITH IS RING SHANK GUN NAILS AT 6. O.G. AT <br />PANEL SIDES AND '8 RING SHANK GUN NAILS d' O.G. TOP 4 BOTTOM <br />PANEL AND '8 RING SHANK CAN NAILS AT 6' O.C. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />NOTE: RING SHANK GUN NAILS $HALL BE PERMITTED AS AN <br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER <br />NAIL REQUIREMENTS <br />912E HEAD LENGTH DIA TENSILE 9T <br />ed <br />ROUND)MODPIE <br />2 3/e' <br />.113 <br />1T0JD00 <br />TOP CORD BLOCKING AT 4' <br />OR T <br />1 <br />O.C. MAX. IN FIRST 2 FRAMING <br />BPACEB AT EACH END. <br />NOTE: NAILS TO BE MFG. BY MEMBER OF INT. <br />STAPLE, NAIL 4 TOOL ASSOCIATION <br />RATTER OR TRUSS <br />1��.113 INN N���DIM <br />ROOF SHEATHING <br />T\\\ <br />1 RI�DI����0�11�R��DI�METER <br />9�TO20RIF lF <br />�. 01�I��LL�NE�DIA� <br />`r <br />i <br />�. 2 I� VW NAIL LE�ITH <br />p p <br />ROOF 6I4EATHING LAYOUT <br />AND ENDLUALL BRACING <br />BUILDING LENGTH <br />FOR GABLE END FRAMING <br />SPS a EA. STUD TOP 4 <br />BOTTOM <br />PRE-ENG TRUSSES W/TRIS8 <br />CONNECTOR UP TO 1000 <br />UPLIFT <br />DOUBLE TOP PLATE <br />SIMPSON MSTA-24 • EA. JACK <br />2x8 STUDS • I6' 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 12d NAILS, TWO WITHIN 6' <br />FROM EACH END 4 NO MORE <br />THAN I2' O.C. STAGGERED. <br />WINDOW SILL W/CRIPPLES <br />16, O.C. <br />}' DIA ANCHOR BOLT <br />AT 16' O.C. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA, WASHER <br />SIMPSON MSTAM-24 • EA. <br />JACK SECURED W/ <br />SPECIFIED ANCHORS <br />2X8 P.T. BOTTOM PLATE <br />WINDOW OPENING <br />® 2—STORY WALL <br />uc sNAr✓x crav w.�Ls e a• oc. <br />. BOi*On Ed 9 <br />TYP. EXT. SHEATHING ATTACHMENT <br />FOR WALL SHEATHING (OSB TO BE <br />STRUCTURAL GRADE) <br />08B. <br />2X4 <br />PLATE PLA <br />2X4 DBL. TOP PLATE <br />2X4 STUD 16' O.C. <br />1/I6' 088. <br />1/2' AB, W/ MIN. <br />1' EMBEDMENT <br />LOCATE 6'-S' FROM ENDS <br />AND 32. O.C. MAX. <br />TEXTURED FINISH <br />MT8-12 <br />META-16 <br />32' O.C. MAX <br />8' CM1.1 WALL <br />PRE-ENGINEERED <br />TRU88 <br />KNEE WALL DETAIL <br />2 TO BLOCK <br />SCALE: 1/2'•1'-& <br />A SECURE 2. TO BLOCK <br />W/ (2) I}' TAPGONS OR <br />DRIVE PIN <br />(MIN SWANK SIZE J4$) <br />n4ec4sT (MIN EMBED. 1 4" <br />WITHIN 8OF EACH o <br />END AND I8' I - MAX n <br />8PACNG. <br />OSB. SHEATHING OR <br />PLYWOOD <br />_taPENin� <br />oe=m•_,.- <br />2x4 BLOCKS <br />T CMD WALL <br />6 ARCH WINDOW FRAME A SECTION <br />SCALE: V2'•I'-m' <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 • OPENINGS <br />L'e RING SWANK GUN NAILS <br />• 6' oz. IN FIELD <br />TYP. EXT. SHEATHING ATTACHMENT FOR ROOF <br />SHEATHING (088. TO BE STRUCTURAL GRADE) <br />'S 2' DECK 61-REW8 6'-B' <br />O.C. MAX •EDGES 4 12' O.C. <br />MAX IN FIELD. UNTHREADED <br />'SHANK TO EXTEND BEYOND' <br />THICKNESS O=SUB-FLOOR <br />SHEATHING <br />TYP. 3/4' TAG SUB -FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />PRE -ENS. TRUSS <br />DBL. 2X TOP PLATE <br />l/16' O.S.B. <br />2X BLOCKING 4 <br />TOP OF <br />l/I6. OBB. <br />2X STUDS W' O.C. MAX. <br />2X BTM. PLATE <br />3/4' FLOOR DECKING <br />PRE- ENGINEERED <br />2X4 s TOP 1 <br />BOTTOM CONT. <br />W/ ($) 12d NAILS - <br />WETA-16 <br />BLK WALL <br />Q1 CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK <br />W/ 1/4' GAP FROM BLK TO O.SB. <br />O HORIZONTAL 21 <br />S.P.F. STRUCTURAL BLOCKING AT <br />PERIMETER OF OSB. TO PROVIDE CONT. NAIL PATTERN <br />Q REMAINING AREA TO BE SHEATHED FROM DBL. TOP <br />PLATE TO HORIZONTAL BLOCKING. <br />® SHEATHING • TOP OF WOOD FRAMED WALL TO BE <br />STAGGERED MIN. OF 16' FROM SWEET BELOW <br />Q5 INSTALL ALL SWEETS WWFACE GRAIN PARALLEL <br />TO STUDS <br />EXT. WALL SHEATHING <br />9 SCALE. IR'•I'-0' <br />6 <br />Design <br />Grou 11.4:. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.7746078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #. 0003325 <br />0. <br />h <br />v <br />0 <br />K <br />y <br />w <br />0 <br />a <br />au=rv. A. LOT: <br />SILVERADO <br />LOT #16 <br />BLK #6 <br />pnoam p <br />04128.000-01661 <br />i[ODl.It <br />4EAB <br />"1672— ARIA" <br />GARAGZ B'WMG: <br />RIGHT <br />PAG M: <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />,e <br />D TM 11/7/17 <br />sCAXM 1/4"=1'-O" <br />sigma" <br />2 <br />