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SECURE 2x6 MIN. TO BLK W/ (2),V <br />ANCHOR BOLT W/ 2' WASHER SET <br />IN SIMPSON NIG14 AT�N TH <br />EPDXY 4' EMBED. <br />J <br />SECURE 2.4 ON <br />@ <br />—__--- — <br />-- <br />FLAT TO BLK <br />W/ CUT NAILS. <br />j <br />SIDES, <br />2X6 GARAGE DOOR BUCK W/ (3) <br />U$'X8' J-BOLTS 4• EMBEDMENT MIN. <br />- <br />W/ 2'X2'X16 WASHER AND NUT <br />SPACED EVENLY FROM FLOOR TO <br />GARAGE DOOR HIM IN JOINTS <br />- <br />_ <br />PRIOR TO FILLING. <br />1-2X6 PT BLOCK • CENTER OF <br />DOOR HEADER WRU)$'X8' J-BOLTS <br />4' EMBEDMENT W/ 2'X2'XV WASHER <br />AND NUT <br />-'^- <br />-,a <br />,I <br />y <br />— --- <br />IsHKHI�L' 1JVVtC <br />3 BUCK ATTACHMENT <br />SCALE: V2'=1'-m' <br />2X4X4' SECURE TO TRUSS W/ 3-12d <br />6'-8. OC. MAX TYR <br />2X4 SECURE TO 2X4 BLK Wrz-12d <br />SECURE TO BLK W/ META -IS <br />7 2'-0" EXTENSION ® OPT SERVICE DR. <br />SCALE: 1/2'-1'-0' <br />2X4 SECURED TO <br />GABLE END <br />W/12)I2d•EA. UPRIGHT <br />2X4 SECURED TO <br />I-2x4 BLOCKING <br />EA <br />EA. RAFTER <br />L-30 <br />RAFTER <br />H25 EA <br />RAFTER <br />2.4 RAFTER <br />24' OCR- <br />, PRE-ENG TRUSSES W/TRUSS <br />CONNECTOR VERIFY W/ <br />FRAMING PLAN <br />— DOUBLE TOP PLATE <br />— CRIPPLE STUDS • Ib' OC. <br />MAX <br />— SIMPSCN LSTA-12 • EA. JACK <br />STUD, BOTH SIDES OF <br />OPENING. <br />2x STUDS • 16' OC. MAX W/ <br />SHEATHING. SHEATHING TO N <br />WITHIN I' 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 />J=(SEE HEADER SPAN <br />CHART FOR DETAILS AND <br />SPECIFICATION) <br />JACK STUD ASSEMBLY TO BI <br />SECURED ONE PLY • A TIME <br />USE 12d NAILS, TWO WITHIN 6' <br />FROM EACH END 4 NO MORE <br />THAN 12' OC. STAGGERED <br />SP4 OR H5 • TOP AND <br />BOTTOM PLATES • 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 />j I- - - BREAK 1'-4' MIN. FROM 2ND <br />TYP, EXTERIOR WINDOW/ DOOR FLR LINE. <br />�1 FRAMED OVERHANG %OPENING WD FRAMED (W/FLOOR TRUSS) <br />SCALE: 1/2'-1'-0' <br />,I.I�I■II�I, <br />ll„ <br />1 <br />II <br />< <br />Owl <br />�;ey�N7=' <br />;� <br />'I.Ir'■I■I� <br />�/ ��� <br />FASTENER SCHEDULE <br />ROOF DIAPHRAGM <br />USE 1/I6' O.S.B. OR 1/2' COX PLY WITH'8 RING SHANK GUN NAILS AT 4' O.C. AT <br />SUPPORTED PANEL EDGES AND '8 RING SHANK GUN NAILS AT 6. OC, AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />ROOF SHEATHING TO GABLE END FRAME <br />USE '8 GUN NAILS • 4' OC. <br />EXTERIOR SHEATHING <br />USE 1/I6' OSB. OR 1/2' PLY WITH $ RING SNAK GUN NAILS AT 6' OC. AT <br />PANEL SIDES AND 'S RING SHANK GW NAILS 4' O.C. TOP 4 BOTTOM <br />PANEL AND B RING SHANK GUN NAILS AT 6' OC. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN <br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER <br />NAIL REQUIREMENTS <br />SIZE HEAD LENGTH DIA ITENSILE ST <br />rj1 STICK BUILT WALL DETAIL <br />i N.Ts. <br />Bd ROUNDMODIFIE 2 3/8' .113 ITmpmm <br />TOP CORD BLOCKING AT 4' <br />OR T 1 <br />OC. MAX IN FIRST 2 FRAMING <br />SPACES AT EACH END. <br />NOTE: NAILS TO BE MFG. BY MEMBER OF INT. <br />STAPLE, NAIL 4 TOOL A550CIATICN <br />RAFTER OR TRUSS <br />I. m.113 INCH NOMINAL SHANK DIAMETER <br />DIAMETER2. RIW3 <br />ROOF SHEATHING <br />INCH FULH NAM T <br />71 <br />5. 2 INCH NAIL LENGTHIn <br />3 <br />ROOF 5HEATHINGn LAYOUT <br />AND ENDIUALL BRACING <br />BUILDING LENGTH <br />NOT USED <br />FOR GABLE END FRAMING; <br />SP8 • EA. STUD TOP 4 <br />BOTTOM <br />PRE-ENG TRUSSES W/TRJSS <br />CONNECTOR UP TO Mmmm <br />UPLIFT <br />DOUBLE TOP PLATE <br />SIMP' META-24 • EA JACK <br />2x8 STUDS • 16' O.C. 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 • EA. <br />SIDE OF OPENING <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY • A TIME. <br />USE 12.1 NAILS, TWO WITHIN 6' <br />FROM EACH END 4 NO MORE <br />THAN 12OC. STAGGERED <br />WINDOW SILL WA -RIPPLES <br />16, OC. <br />I' DIA ANCI4OR BOLT <br />AT Ib' O.C. MAX WITH l' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSON MSTAM-24 • EA. <br />JACK, SECURED W/131 Y.' X I <br />3/4' TAPCONS TO CMU <br />WMIK 2' COVER 4 2' APART <br />2X5 P.T. BOTTOM PLATE <br />4WINDOW OPENING <br />-2—STORY WALL <br />RANG SutwK GlN IA- . a• OL. <br />Q <br />li • <br />TYP. EXT. SHEATHING ATTACHMENT <br />FOR WALL SHEATHING (OSB TO BE <br />STRUCTURAL GRADE) <br />NOTE: TYP. EXT. SHEATHING ATTACHMENT <br />FOR SHEAR 4 UPLIFT (0515. TO BE STRUCTURAL <br />GRADE) CONNECTORS FROM STUD TO PLATE ARE <br />NOT REQUIRED EXCEPT • OPENINGS <br />j- <br />TRUSS <br />MTS-12 <br />l/I6' 0535, <br />2X4 <br />STM. <br />PLATE <br />2X4 DBL. TOP PLATE <br />2X4 STUD 16' OC. <br />l/Ib' OSB. <br />1/2' AS. W/ MIN. <br />I' EMBEDMENT <br />LOCATE 6'-8' FROM ENDS <br />AND 32' O.C. MAX, <br />TEXTURED FINISH <br />MTS-12 <br />META-16 <br />32' OC. MAX, <br />8' CMU WALL <br />PRE-EI-K_INEERED <br />TRUSS <br />KNEE WALL DETAIL <br />2 TO BLOCK <br />sCALE:Irz•.r-m• <br />A <br />SECURE 2. TO BLOCK <br />W/ (2) a' TAPCONS OR <br />DRIVE PIN <br />(MIN SHANK 91ZE .145) - <br />(MIN EMBED. I }') <br />RacaBT L -I <br />WITHIN 8' OF EACH <br />END AND 10' OC. MAX -' <br />SPACING. <br />a' 0.523. SHEATHING OR 'F <br />Ra.,;No�FwNe <br />uP Toe m <br />- -- <br />I' COX PLYWOOD <br />2.4 BLOCKS 1 <br />__ <br />1 <br />ICMU <br />WALL <br />C'8 RING SHAW CAN NAILS <br />• 6' O.C. IN FIELD <br />TYP. EXT. SHEATHING ATTACHMENT FOR ROOF <br />SHEATHING (OBB. TO BE STRUCTURAL GRADE) <br />'8 V DECK SCREWS • 6'-8' <br />D.C. MAX • EDGES 4 12' OC. <br />MAX IN FIELD. UNTHREADED <br />'SHANK TO EXTEND BEYOND' <br />THICKNESS OF SUB -FLOOR <br />SHEATHING <br />TYP. 3/4' T46 SUB -FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />WINDOW FRAME A SECTION <br />SCALE: I/!' • I'-m' <br />PRE-ENG. TRUSS a, <br />DBL. 2X TOP PLATE <br />2X BLOCKING <br />TOP OF r <br />T/16' OSB, <br />2X STUDS 16' OC. MAX. <br />2X BTI"I. PLATE <br />3/4' FLOOR DECKING i <br />PRE- ENGINEERED @ <br />FLOOR TRUSS -ml <br />2X4 • TOP <br />4 BO]z <br />TTOM CONT. —'I: <br />HETA-16 q <br />BLK WALL e �J <br />Oj CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK. <br />W/ 1/4• GAP FROM BLK TO OSB. <br />HORIZPAT <br />ERIMETER R OF OSB. TO PROVIDETAL 2X SPF. STRUCTURALCONTCNAIBLOKIILL 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 />Q INSTALL ALL SHEETS WiFACE GRAIN PARALLEL <br />TO STUDS <br />EXT, WALL SHEATHING <br />9 SCALE: Irz'•I'-m' <br />A R C N I T E C T 8 <br />5 <br />DesO..2c. <br />Grou <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407.7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />[: <br />h <br />W <br />0 <br />U <br />h <br />2 <br />F <br />4 <br />v <br />y <br />O <br />F <br />Q <br />0 <br />U <br />ti <br />m <br />al-Tmiv. ae 7401`. <br />SILVERADO <br />LOT 12 <br />BLK 1 <br />PROJH:C <br />04128.00 —12001 <br />HODEIs <br />4EBB <br />"1828—CALI" <br />-GARAGE SWING: <br />RIGHT <br />PAGE: <br />MIS-. <br />DETAILS <br />150 MPH EXP. B <br />DA11/02/16 <br />SCALE: 1 /4"=1' - O" <br />SHEET <br />D 22 <br />