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♦ 0 C N If F C T A <br />SECURE 2x6 MIN. TO BLK W/ (2)Y)' <br />ANCHOR BOLT W/ 2' WASHER SET <br />IN SIMPSON HIGH STRENGTH <br />EPDXY 4' EMBED. <br />���w6Hw��[rll <br />SECURE 2x4 C <br />FLAT TO BLK <br />W/ CUT NAILS. <br />SIDES: J <br />2X6 GARAGE DOOR BUCK W/ (3) <br />)9X8' J-BOLTS 4' EMBEDMENT MIN. <br />W/ 2'X2'XI, WASHER AND NUT <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 WMAVX8' J-BOLTS <br />4' EMBEDMENT W/ 2'M'JdL' WASHER <br />AND NUT <br />ai [el <br />GARAGE DOOR <br />%1 BUCK ATTACHMENT <br />SCALE: I--I'-0' <br />2X4X4' SECURE TO TRU59 W/ 3-12d <br />6'-5' Of MAX TYP. <br />2X4 SECURE TO 2X4 BLK W/2-126 <br />SECURE TO BLK W/ META-16 <br />2X4 SECURED TO <br />GABLE END <br />W/(2N2d+EA. UPRIGHT <br />2X4 SECURED TO <br />24 BLOCKING <br />EA RAFTER <br />L-30 EA. <br />RAFTER <br />H25 EA. <br />RAFTER <br />2x4 RAFTER <br />+ 24' O.C. <br />4 FRAMED OVERHANG <br />NTS. <br />r—j\ STICK BUILT WALL DETAIL <br />1 N.TS. <br />k_ l _._. LL__ _-- PRE-ENG TRUSSES W/ TRUSS <br />mimic,",.��■�� <br />- III■ <br />�l <br />llli%A/n <br />i�/gas <br />COIMIN <br />� <br />p <br />N/ <br />I <br />'�4• <br />, 11 <br />CONNECTOR VERIFY W/ <br />FRAMING PLAN <br />DOABLE TOP PLATE <br />r CRIPPLE STUDS ® I6' O.C. <br />SIMP'SON LOTA-12 + EA. JACK <br />STUD, BOTN SIDES OF <br />OPENING. <br />2x STUDS + 16' OG. MAX W/ <br />SHEATHING. SHEATHING TO BE <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 />— JACKS (SEE HEADER SPAN <br />CHART FOR DETAILS AND <br />SPECIFICATION) <br />— JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY + A TIME. <br />USE 12d NAILS, TWO WITHIN 6' <br />FROM EACH END 8 NO MORE <br />THAN 12' O.C. STAGGERED <br />SP4 OR 145 + TOP AND <br />BOTTOM PLATES + EA. FULL <br />LENGTH STUD, BOTH SIDES <br />OF OPENING. <br />L SHEATHING TO LAP TO TOP <br />I I IOF MASONRY WALL. <br />SHEATHING MUST NOT <br />BREAK 1'-4• MIN. FROM 2ND <br />TYP. EXTERIOR WINDOW/ DOOR FLR. LINE. <br />cJ OPENING WD FRAMED W FLOOR TRUSS <br />SCALE: I/!' • I'-0' <br />FASTENER SCHEDULE <br />ROOF DIAPHRAGM <br />USE 1/16' OSB. OR V2' CDX FLY WITH'S RING SHAW GUN NAILS AT 4' O.C. AT <br />SUPPORTED PANEL EDGES AND 'S RING SWANK GUN NAILS AT 6' O.C. AT <br />INTERMEDIATE 5UPPORT5. SEE DETAIL. <br />ROOF SHEATHING TO GABLE END FRAME <br />USE '8 GUN NAILS + 4' O.C. <br />EXTERIOR SHEATHING <br />USE ,/16' OSB. OR 1/2' PLY WITH 'S RING SWANK OUR NAILS AT 6' O.C. AT <br />PANEL SIDES AND % RING SHANK GUN NAILS 4' O.C. TOP / 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 SHALL BE PERMITTED AS AN <br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER <br />NAIL REQUIREMENTS <br />SIZE HEAD LENGTH DIA. TENSILE bT <br />ad ROWDJ'10DIFIE 2 3/8' .113 1T0.000 TOP CORD BLOCKING AT 4' <br />OR T OZ. MAX. IN FIRST 2 FRAMING <br />NOTE: NAILS TO BE MFG. BY MEMBER OF INT. <br />STAPLE, NAIL 4 TOOL ASSOCIATION <br />I. <br />DIAMETER 0113 INCH NOMINAL SHANK <br />T T <br />3. 16 TO 20 RINGS PER INCH <br />4. 0200 INCH FULL ROUND HEAD DIAMETER <br />5.2 INCH NAIL LENGTH <br />ROOF SPEATNINGz LAYOUT <br />AND ENDWALL BRACING <br />2'-0" XTENSION b0 OPT SERVICE DR. 8 NOT USED FOR GABLE END FRAMING: <br />7 SCALE: 1/1'.I'-0' <br />SPACES AT EACH END. <br />RAFTER EA TRUSS <br />ROOF SHEATHINGr- <br />?1 <br />I <br />WTI <br />T T <br />I <br />BUILDING LENGTH <br />SPS + EA. STUD TOP A <br />BOTTOM <br />PRE-ENG TRU55ES W/TRUSS <br />CONNECTOR UP TO'IA00 <br />UPLIFT <br />DOUBLE TOP PLATE <br />SIMPSON META-24 + EA. JACK <br />2.8 STUDS a 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 12d NAILS, TWO WITHIN 6' <br />FROM EACH END 4 NO MORE <br />THAN 12' O.C. STAGGERED <br />WINDOW SILL W/CRIPPLES <br />16' O.C. <br />I' H DIA ANCHOR BOLT <br />AT I6' O.C. MAX WITH ,' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSCN MSTAM-24 + EA. <br />JACK, SECURED WR3)Y' X 1 <br />3/4' TAP'CONS TO CMU <br />W/MIN. 2' COVER 1 2' APART <br />2XS P.T. BOTTOM PLATE <br />WINDOW OPENING <br />® 2—STORY WALL <br />­ iOP : OnOM EWER _� <br />I I <br />TYP. EXT. SHEATHING ATTACHMENT <br />FOR WALL SHEATHING (056 TO BE <br />STRUCTURAL GRADE) <br />NOTE: TYP. EXT. SHEATHING ATTACHMENT <br />FOR SHEAR 4 UPLIFT (OSB. TO BE STRUCTURAL <br />GRADE) CONNECTORS PROM STUD TO PLATE ARE <br />NOT REQUIRED EXCEPT + OPENINGS <br />TRUSS <br />,/16, C <br />2X4 — <br />BTM. <br />PLATE <br />TRUSS <br />FAI <br />�'S RING SHANC GUN NAILS <br />+ 6' O.C. IN FIELD <br />MAX. <br />2X4 DEL. TOP PLATE <br />2X4 STUD 16' O.C. <br />,/16, OSB. <br />la' AB. W/ MIN. <br />, EMBEDMENT <br />LOCATE 6'-b' FROM ENDS <br />AND 32' C. MAX <br />TEXTURED FINISH <br />META-16 <br />8• CMEU WALL <br />RED <br />KNEE WALL DETAIL <br />2 TO BLOCK <br />SCALE: 1/2' • 1'-0- <br />SECURE 2x TO BLOCK <br />W/ (2) a' TAPCONS OR <br />DRIVE PIN <br />(MIN SHANK SIZE J, <br />.TgL (MIN EMBED. I #') <br />WITHIN S' OF EACH o`d <br />END AND 18' OG. MAX �'- <br />SPACING. <br />O.S.B. SHEATHING OR '� <br />I' CDX PLYWOOD <br />I � <br />_ 2.4 BLOCKS <br />1 <br />CMU WALL <br />6 ARCH WINDOW FRAME A SECTION <br />SCALE: V2'•I'-0' <br />TYP. EXT. SHEATHING ATTACHMENT FOR ROOF <br />SHEATHING (OSB. TO BE STRUCTURAL GRADE) <br />18 2' DECK bCFEWS + 6'-8' <br />O.G. MAX a EDGES 1 12' O.C. <br />MAX IN FIELD. UNTHREADED <br />'SHANK TO EXTEND BEYOND' <br />THICKNESS OF SUB -FLOOR <br />SHEATHING <br />TYP. 3/4' TKe 5UB-FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />PRE-ENG. TRUSS <br />DBL. 2X TOP PLATE <br />l/Ui' OSB. <br />2X BLOCKING + v <br />TOP OF <br />l/16, OSB. <br />:A <br />2X STUDS I6' OC- MAX. <br />2X BTM. PLATE eI <br />3/4' FLOOR DECKING i <br />PRE- ENGINEERED m <br />FLOOR TRUSS <br />^\ <br />2X4 s TOP <br />BOTTOM CONT. - <br />HETA-16 <br />BLK WALL <br />OI CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK. <br />W/ 1/4' GAP FROM BLK TO OSB. <br />O HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT <br />PERIMETER OF <br />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 SHEET BELOW <br />05 INSTALL ALL SHEETS WRACE GRAIN PARALLEL <br />TO STUDS <br />EXT. WALL SHEATHING <br />9 SCALE: I/2'•1'-0' <br />6 <br />Design <br />Group".n�. <br />it N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdeslgngrouP.e m <br />AA #: 0003325 <br />E <br />y <br />a <br />0 <br />h <br />2 <br />4 <br />K <br />c. <br />y <br />W <br />O <br />F <br />O <br />E. <br />+Z. <br />F <br />LOTDO <br /># <br />04128.000-10001 <br />MODEL <br />4EJB <br />"2807- ELLE" <br />GARAGE 8WDgG: <br />RIGHT <br />PAGE: <br />MISC. <br />DETAILS <br />50 MPH EXP. B <br />ARCHITECT -- <br />STATE OF FLORIDA <br />rDP 10/21/16 <br />$CALL': 1 /4" =1' — 0" <br />SHEET <br />