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• e e u i r¢ e r e <br />///---SECURE 2x6 MIN. TO MILK W/ (2)k' <br />/ ANCHOR BOLT W/ 2' WASHER SET <br />/ IN SIMP9LN HIGH STRENGTH <br />EPDXY 4' EMBED. <br />p. N <br />SECURE 2x4 ON <br />OO <br />-- <br />FLAT TO BLK <br />W/ CUT NAILS. <br />I <br />41 SIDES= <br />O' <br />2X6 GARAGE DOOR SUCK W/ (3) <br />)$'X8' J-BOLTS 4' EMBEDMENT MIN. <br />W/ 2'XZ'XI WASHER AND NUT <br />SPACED EVENLY FROM FLOOR TO <br />GARAGE DOOR NDR IN JOINTS <br />R PRIOTO FILLING <br />1.2X6 PT BLOCK a CENTER OF <br />DOOR HEADER WIT X1'XS' J-BOLTS <br />4' EMBEDMENT W/ 2'X2'XK' WASHER <br />AND NUT <br />Lj <br />u H1SHUG 1J <br />EVVIC <br />��1BUCK ATTACHMENT <br />SCAL: 1/U'.1'-0' <br />2X4X4' SECURE TO TRUSS W/ 3-12d <br />6'-e' O.C. MAX TYP. <br />2X4 SECURE TO 2X4 BLK W/2-12d <br />SECURE TO BLK W/ META-16 <br />7 EXTENSION @ OPT SERVICE DR. <br />SCALE: I/1'.I•_0• <br />2X4 SECURED TO — <br />GABLE END <br />W/(2)12d-EA. UPRIGHT <br />2X4 SECURED TO <br />GABLE ENG W/(2)12d7 <br />6'-8' OC <br />/ L-30 e <br />ly BLOCKING <br />2x4 BLOCKING <br />EA. RAFTER <br />L-30 EA. <br />RAFTER <br />H29 EA. <br />RAFTER <br />-2x4 RAFTER <br />e 24' OC. <br />�41 FRAMED OVERHANG <br />4 N.T9. <br />8 NOT USED <br />11 d d PRE-ENG TRUSSES W/TRUSS <br />HEADERSENIOR <br />SIZE PER �9olII�I. <br />SPAN ART. <br />Ilii� <br />III <br />.polp,, <br />i <br />I <br />e <br />I've, 11 <br />CONNECTOR VERIFY W/ <br />FRAMING PLAN <br />— DOUBLE TOP PLATE <br />— CRIPPLE STUDS a 1b' O.C. <br />MAX <br />— SIMPSON LSTA-12 • EA. JACK <br />STUD, BOTH SIDES OF <br />OPENING. <br />2x STUDS • 16' O.G. 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 d NO MORE <br />THAN 12' OC. STAGGERED <br />SP4 OR H5 a TOP AND <br />BOTTOM PLATES a EA FULL <br />LENGTH STUD, BOTH SIDES <br />OF OPENING. <br />SHEATHING TO LAP TO TOP <br />OF MASONRY WALL. <br />1 ( SHEATHING MUST NOT <br />BREAK I'-4- MIN FROM 2ND <br />TYP. EXTERIOR WINDOW/ DOOR FLR LINE. <br />��10PENING WD FRAMED (W/FLOOR TRUSS <br />SCALE: IR'.1'-0' <br />FASTENER SCHEDULE <br />ROOF DIAPHRAGM <br />USE 1/I6. 09B. OR 1/2' COX PLY WITH 'S RING SHANK GUN NAILS AT 4' OG. AT <br />SUPPORTED PANEL EDGES AND '8 RING SHANK GUNNAILS AT 6' O.C. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />ROOF SHEATHING TO GABLE END FRAME <br />USE '8 GUN NAILS a 4' OC. <br />EXTERIOR SHEATHING <br />USE 1/16' 098. OR 1/2' PLY WITH '8 RING SHAH, GUN NAILS AT 6' O.C. AT <br />PANEL SIDES AND '8 RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM <br />PANEL AND 'S R1NG SHANK GUN NAILS AT 6' O.G. AT <br />RM INTEEDIATE SUPPORTS. BEE DETAIL, <br />NOTE: RING SHANK GUN <br />NAILS SHALL BE PERMITTED AS AN <br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER. <br />NAIL REQUIREMENTS <br />bIZE HEAD LENGTH DIA. TENSILE ST TOP CORD BLOCKING AT 4' <br />Sd RONDMODIFIE 2 3/8' JI3 ""S'D.C. MAX. IN FIRST 2 FRAMING: <br />OR i <br />NOTE: NAILS TO BE MFG. BY MEMBER OF INT. <br />STAPLE, NAIL 4 TOOL ASSOCIATION <br />I. 0113 INCH NOMINAL SHANK DIAMETER <br />2.RIw <br />1 <br />3.16 TO 20 RINGS PER INCH <br />4 N <br />5. 2 INCH NAIL LENGTH <br />ROOF &HEATHINGs LAYOUT <br />AND ENDWALL BRACING; <br />FOR GABLE END FRAMING <br />SPACES AT EACH END. <br />RAFTER EA T ING,� <br />alss <br />ROOF SHEATHING <br />IBUILDING LENGTH <br />�1 STICDC <br />K BUILT WALL DETAIL <br />1 <br />SPS • EA. STUD TOP / <br />BOTTOM <br />PRE-ENG TRUSSES W/TRUSS <br />CONNECTOR UP TO '1000 <br />UPLIFT <br />DOUBLE TOP PLATE <br />SIMPSON META-24 • EA JACK <br />2.13 STUDS • 16'Or_ 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 a EA. <br />SIDE OF OPENING <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY • A TIME. <br />USE 12d NAILS, TWO PLY; <br />6' <br />FROM EACH END / NO MORE <br />THAN 12' O.C. STAGGERED <br />WINDOW SILL W/CRIPPLES <br />16' O.C. <br />I' DIA ANCHOR BOLT <br />AT 16' O.C. MAX WITH I - <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 CMl <br />WMIN. 2' COVER / 2' APART <br />2X8 P.T. BOTTOM PLATE <br />WINDOW OPENING <br />® 2—STORY WALL <br />'B rz:NG SHAN< GiN NAi�S . a' OL. <br />iOP � BOrigt EDGER <br />a <br />J e <br />TYP. EXT. SHEATHING ATTACHMENT <br />FOR WALL SHEATHING (OSB TO BE <br />STRUCTURAL GRADE) <br />TRUSS <br />MTS-12 <br />T/16' O5B. <br />2X4 <br />BTM. <br />HATE <br />2X4 DBL. TOP PLATE <br />2X4 STUD 16' O.C. <br />l/I6' OSB. <br />1/2' AB. <br />T' EMBEDMENT <br />LOCATE 6'-8' FROM ENDS <br />AND 32' OL. MAX. <br />TEXTURED FINISH <br />MTS-12 <br />META-16 <br />32' O.C. MAX. <br />8' CMU WALL <br />KNEE WALL DETAIL <br />2 TO BLOCK <br />SCALE: IR'.1'-O' <br />A <br />SECURE 2. TO BLOCK <br />W/ (2) a,' TAPCONS OR <br />DRIVE PIN <br />(MIN SHANC SIZE 145) <br />(MIN EMBED. I }•) �4 <br />WITHIN 8' OF EACH pYp� <br />END AND IS' O.C. <br />SPACING. <br />0913. SHEATHING OR <br />I' CDX PLYWOOD <br />2x4 BLOCKS <br />CM WALL <br />_ <br />I'IacmT <br />oPEHm� <br />— <br />6 ARCH WINDOW FRAME A SECTION <br />SCALE: I/2'.I'-0' <br />NOTE : TYP. EXT. SHEATHING ATTACHMENT <br />FOR SWEAR 4 UPLIFT (09B. TO BE STFaJMPAL <br />GRADE) CONNECTORS FROM STUD TO PLATE ARE <br />NOT REQUIRED EXCEPT a OPENINGS <br />RING SHANK GUN NAILS <br />• 6' O.C. IN FIELD <br />TYP. EXT. SHEATHING ATTACHMENT FOR ROOF <br />SHEATHING (09B. TO BE STRUCTURAL GRADE) <br />'B 2' DECK SCREWS • 6'-B' <br />OZ. MAX • EDGES / 12' OC. <br />MAX IN FIELD. UNTHREADED <br />'SHANK 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 />O9B. <br />2X BLOCKING <br />TOP OF <br />T/I6' 09B. <br />2X STUDS 16' O.G. MAX. <br />2X BTM. PLATE <br />3/4' FLOOR DECKING i <br />PRE- ENGINEERED s <br />FLOOR TR)SS <br />2X4 a TOP <br />4 BOTTOM CONT. <br />HETA-16 <br />BLK WALL 91 <br />OI CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK <br />W/ 114. GAP FROM BLK TO O.S.B. <br />O HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT <br />PERIMETER OF 09B. TO PROVIDE CONT. NAIL PATTERN <br />0 REMAINING AREA TO BE SHEATHED FROM DBL. TOP <br />PLATE TO HORIZONTAL BLOCKING. <br />0 SHEATHING • TOP OF WOOD FRAMED WALL TO BE <br />STAGGERED MIN. OF 16' FROM SHEET BELOW <br />Q INSTALL ALL SHEETS W/FACE GRAIN PARALLEL <br />TO STUDS <br />9 EXT. WALL SHEATHING <br />SCALE: 1/2' • I'-0' <br />6 <br />Gm i �n <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-77"078 <br />FAX: 407-774-4078 <br />www.abdesign9roup.com <br />AA #: 0003325 <br />F <br />W <br />y <br />O <br />V <br />h <br />F2 <br />4 <br />a <br />rn <br />w <br />0 <br />0 <br />Z <br />ti <br />V <br />SiTHDIv. a• LOT. <br />SILVERADO <br />LOT #24 <br />BLK #1 <br />PROjw" <br />04128.000-24001 <br />HODEIe <br />4EHB <br />"2605—HAYDEN" <br />GARAGE SIIIIRG: <br />RIGHT <br />PACHM <br />MISC. <br />DETAILS <br />50 MPH EXP. B <br />ARCHRECT: <br />STATE OF FLORIDA <br />DATM 11/2/16 <br />SCAR: 1 /4°=1' — 0" <br />9J Fv <br />