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SECURE 2x6 MIN. TO BLK W/ (2))$' <br />ANCHOR BOLT W/ 2' WASHER SET <br />IN 91MPSON HIGW STREW <br />EPDXY 4' EMBED. <br />SECURE 2x4 ( <br />FLAT TO BLK <br />W/ CUT NAILS. <br />Ci SIDES: O <br />2X6 GARAGE DOOR BUCK W/ (3) <br />)$'X8' J-BOLTS 4' EMBEDMENT MIN. <br />W/ 21".X!'a W48WER AND NUT <br />SPACED EVENLY FROM FLOOR TO <br />GARAGE DOOR HDR IN JOINTS <br />PRIOR TO FILLING. <br />1-2X6 PT BLOCK • CENTER OF <br />DOOR HEADER WKU)QXB' J-BOLTS <br />4' EMBEDMENT W/ 2•X2'XV WASHER <br />AND NUT <br />n - -- n <br />GARAGE DOOR <br />rrQ_�BUCK ATTACHMENT <br />SCALE: I2'•I'-0' <br />2X4X4' SECURE TO TRU85 W/ 3-12d <br />b'-8' O.C. MAX TYP. <br />2X4 SECURE TO 2X4 BLK W2-12d <br />SECURE TO BLK W/ META-16 <br />2'-0" EXTENSION ® OPT SERVICE DR. <br />SCALE, 12'•I'-0' <br />IX4 SECURED TO <br />GABLE END <br />W/(2)12d-EA. UPRIGHT <br />2X4 SECURED TO <br />GABLE ENS W/(2 A2d <br />6'-8. O.C. <br />i!!p <br />BLOCKING <br />2.4 BLOCKINGEA. RAFTER <br />L-30 EA. <br />RAFTER <br />EA. <br />TER <br />2x4 <br />FRAMING <br />(TYP) <br />4 FRAMED OVERHANG <br />KTS. <br />8 NOT USED <br />N ■ ■ PRE-ENG TRUSSES W/ TRUSS <br />PI:I <br />,I.I�I■II'I, <br />1�1�1;1�1 <br />III%//�'�n•' <br />CONNECTOR VERIFY W/ <br />FRAMING PLAN <br />DOUBLE TOP PLATE <br />CRIPPLE STUDS ® 16, O.C. <br />E MAX <br />91MPSON LStA-12 o EA. JACK <br />STUD, BOTH SIDES OF <br />OPENING. <br />2. STUDS a W 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 />JACKS (SEE HEADER SPAN <br />CHART FOR DETAILS AND <br />SPECIFICATION) <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLT • A TIME. <br />USE 12d NAILS, TWO WITHIN 6' <br />FROM EACH END t NO MORE <br />THAN 12' OC. STAGGERED <br />SP4 OR H5 a 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 />I I I BREAK 1'-4' MIN. FROM 2NO <br />TYP. EXTERIOR WINDOW/ DOOR FLR LINE. <br />PENING WD FRAMED (—W./FLOOR TRUSS) � <br />SCALE: 12'.I'-0' <br />FASTENER SCHEDULE <br />ROOF DIAPHRAGM <br />USE 1/I6' O.S.B. OR 12' CDX PLY WITH 'S RING SHANK GUN NAILS AT 4. O.C. AT <br />SUPPORTED PANEL EDGES AND '8 RING SHANK GUN NAILS AT 6' O.C. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />ROOF SHEATHING TO GABLE END FRAME <br />USE '8 GUN NAILS s.4' O.C. <br />EXTERIOR SHEATHING <br />USE 1/16' OSB. OR 12' PLY WITH -5 RING SHANK GUN NAILS AT W OC. AT <br />PANEL SIDES AND % RING SHANK GUN NAILS 4' O.C. TOP I BOTTOM <br />PANEL AND •8 RING SHANK GUN NAILS AT 6' O.C. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN <br />ACCEPTABLE FASTENER FROM ANY MANIFACTURER <br />NAIL REQUIREMENTS <br />SIZE HEAD LENGTH D IA ITENSILE ST <br />ad <br />ROND)MODF'IE <br />2 3/8' <br />J13 <br />110000 <br />TOP CORD BLOCKING AT 4' <br />OR T <br />OC. MAX IN FIRST 2 FRAMING <br />SPACES AT EACH END. <br />NOTE: NAILS TO BE MFC BY MEMBER OF INT. <br />STAPLE, NAIL N TOOL ASSOCIATION <br />RAFTER OR TRUSS <br />L 0.113 INCH NOMINAL SHANK DIAMETER <br />ROOF BREATHING <br />2. RIW IAM T R 1 T <br />16 <br />--.-.� <br />3. TO 10 RINGS PER INCH <br />4 T <br />.( <br />5. 2 INCH NAIL LENGTH <br />I <br />p <br />J <br />3 <br />ROOF 5HEATHINGz LAYOUT <br />AND ENDWALL BR.4GINC� <br />BUILDING LENGTH <br />FOR GABLE END FR,4MINGT <br />STICK BUILT WALL DETAIL <br />SP8 • EA. STUD TOP ( <br />BOTTOM <br />PRE -Ewa TRUSSES W/TRUSS <br />CONNECTOR UP TO 01000 <br />UPLIFT <br />DOUBLE TOP PLATE <br />91MP80N META-24 a EA. JACK <br />2x8 STUDS - 16' OC. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />WITHIN I' OF WINDOW/ DOOR <br />OPENING AND SECURE PER <br />FASTENER SCHEDULE <br />(2) STUDS, (2) JACKS s 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 I NO MOIRE <br />THAN 12' O.G. STAGGERED <br />WIDOW SILL W/CRIPPLES <br />16, O.C. <br />I' DIA ANCHOR BOLT <br />AT 16' O.G. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSON MSTAM-24 +• EA. <br />JACK, SECURED W/(3)Y.' X 1 <br />3/4' TAPCONS TO CMU <br />W/MIN. 2' COVER ( 2' APART <br />2X8 P.T. BOTTOM PLATE <br />�5 WINDOW OPENING <br />® 2—STORY WALL <br />rvG s:+A'ac tea' r✓,aa . a• cc. <br />Q <br />e <br />TYP. EXT. SHEATHING ATTACHMENT <br />FOR WALL SHEATHING (088 TO BE <br />STRUCTURAL GRADE) <br />NOTE. TYP. EXT. 5HEATMING ATTACHMENT <br />FOR SHEAR A UPLIFT (OSB. TO BE STRUCTURAL <br />GRADE) CONNECTORS FROM STUD TO PLATE ARE <br />NOT REQUIRED EXCEPT s OPENINGS <br />M <br />PRE-ENGINEERED <br />TRUSS <br />1/16, OBB <br />2X4 <br />BTM. <br />PLATE <br />��2X4 DBL. TOP PLATE <br />2X4 STUD Ka' OC. <br />1/16, OSB. <br />1/2' AS. W/ MIN. <br />1' EMBEDMENT <br />LOCATE 6'-8' FROM ENDS <br />AND 32' OC. MAX. <br />IN TEXTURED FINISH <br />MTS-11 <br />META-16 <br />3IO' O.C. MAX. <br />8' CMU WALL <br />PRE-ENGINEERED <br />TM55 <br />KNEE WALL DETAIL <br />2 TO BLOCK <br />SCALE: 1/1'•I'-O' <br />A SECURE Ix TO BLOCK <br />W/ 12) $• TAPCCN9 OR <br />DRIVE PIN <br />rnecae� ) ) (MINEMBED. I }') <br />0A <br />WITHIN 8' OF EACH p u <br />END AND 18' O.C. MAX -'�- ° u <br />I SPACING. <br />aa' O.SB. SHEATHING OR <br />GDX PLYWOOD <br />i <br />___. .. 2x4 BLOCKS <br />CMU WALL <br />FAE- aILL <br />�� ARCH WINDOW FRAME A SECTION <br />SCALE: I/2'.1'_®• <br />C, RING SHANK GUN NAILS <br />e 6' O.C. IN FIELD <br />TYP. EXT. SHEATHING ATTACHMENT FOR ROOF <br />SHEATHING (ORB. TO BE STRUCTURAL GRADE) <br />�'8 2' DECK SCREWS • W-8' <br />MAX <br />O.C. a EDGES 4 12' OC. <br />MAX IN FIELD. UNTHREADED <br />'SHANK TO EXTEND BEYOND' <br />TN ICIQNE59 OF SUB -FLOOR <br />SHEATHING <br />TYP. 3/4' TKG SUB -FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />PRE -ENS. TRUSS <br />DBL. 2X TOP PLATE <br />T/I6' 0.65. <br />2X BLOCKING <br />TOP OF <br />I/16' O.S.B.2X STUDS 16' OC. MAX. <br />2X BTM. PLATE <br />a <br />3/4' FLOOR DECKING i <br />PRE- ENGINEERED a <br />FLOOR TRUSS m` <br />2X4 • TOP q <br />1 BOTTOM COAT. P`/j <br />META-16 <br />BLK WALL <br />O CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK <br />W/ 1/4' GAP FROM BLK TO OS.B. <br />O HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT <br />PERMETER OF OSB. TO PROVIDE CONT. NAIL PATTERN <br />O3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP <br />PLATE TO HORIZONTAL BLOCKING. <br />O SHEATHING ® TOP OF WOOD FRAMED WALL TO BE <br />STAGGERED MIN. OF 16' FROM SHEET BELOW <br />QS INSTALL ALL SHEETS W/FACE GRAIN PARALLEL <br />TO STUDS <br />EXT. WALL SHEATHING <br />9 SCAL& 12'•I'-0• <br />A R C N I T E C T E <br />Design <br />Grou ir,e. <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />F <br />y <br />V <br />0 <br />K <br />y <br />W <br />4 <br />F <br />A <br />ti1113 <br />BVSDLV. Ie LAT <br />0-4 <br />SILVERADO <br />LOT 4 <br />BLK 2 <br />PROJEC <br />04128.00 -04002 <br />MODEL& <br />4EBB <br />"1828-CALI" <br />GARAGE 811DdG: <br />RIGHT <br />PAGE: <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />ARCHITECT: <br />STATE OF FLORIDA <br />DAT 10/21/16 <br />SCALE: 1 /4"=1' - 0" <br />8HEET <br />D2 <br />