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SECURE 2x6 MIN. TO SLK W/ (2))5' <br />ANCHOR BOLT W/ 2' WASHER SET <br />IN SIMPSON HIGH STRENGTH <br />EPDXY 4' EMBED. <br />SECURE 2.4 C <br />FLAT TO BLK <br />W/ CUT NAILS. <br />�—SIDES, <br />2X6 GARAGE DOOR BUCK W1 (3) <br />Aw, J-BOLTS 4' EMBEDMENT MIN. <br />UU 2'X2.)di WASHER 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 W/(U K'XS' J-BOLTS <br />4' EMBEDMENT W/ 2'X2')4- WASHER <br />AND NUT <br />Ic NOTES: G __ <br />ALL ANCHORS SHALL BE IN ACCORDANCE TO <br />MANUFACTURER'S INSTALLATION INSTRUCTIONS WFERE <br />SUCH INSTRUCTIONS ARE MORE STRINGENT <br />GARAGE DOOR <br />(BUCK ATTACHMENT <br />SCALE: I/2'.I'_O• <br />H � I - 11 11 <br />2X4X4' SECURE TO TR1198 W/ 9-12d <br />MAX TYP. <br />2X4 SECURE TO 2X4 BLK W/2-12d <br />SECURE TO BLK W/ META-I6 <br />7 ;2 —0" EXTE SION OPT SERVICE DR. <br />SCALE: I!2'.I'_O• <br />2X4 SECURED TO <br />GABLE END <br />WI(2)12d-EA UPRIGHT <br />2X4 SECURED TO <br />L-2X4 BLOCKING <br />EA RAFTER <br />RAFTER <br />H2S EA <br />RAFTER <br />2x4 RAFTER <br />• 24, OC. <br />( FRAMED OVERHANG <br />N.75. <br />�L�1NOT USED <br />v <br />PRE-ENG TRUSSES W/TRUSS <br />CONNECTOR VERIFY W/ <br />FRAMING PLAN <br />DOUBLE TOP PLATE <br />CRIPPLE STUDS • 16. O.C. <br />MAX <br />HEADER SIZE PER SIMPWN LSTA-12 • EA JACK <br />SPAN CHART. STUD, BOTH SIDES OF <br />OPENING. <br />2. STUDS • 16' O.C. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />DOOR/ WITHIN I' CF WINDOW/ DOOR <br />WINDOW OPENING AND SECURE PER <br />OPEMNGFASTENER SCHEDULE <br />`` KING STUDS (SEE HEADER <br />SPAN CHART FOR DETAILS <br />AND SPECIFICATION) <br />JACK$(SEE HEADER SPAN <br />CHART FOR DETAILS AND <br />SPECIFICATION) <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY • A TIME, <br />USE 121 <br />NAILS, TWO WITHIN 6' <br />- FROM EACH END 1 NO MORE <br />�) THAN 12' O.C. 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 />J OF MASONRY WALL, <br />SHEATHING MIDST NOT <br />BREAK I'-4' MIN. FROM 2ND <br />TYP. EXTERIOR WINDOW/ DOOR FLR LINE. <br />OPENING WD FRAMED (W/FLOOR TRUSS) <br />BGALE. • <br />FASTENER SCHEIDULLE <br />ROOF DIAPHRAGM <br />USE IAW O.SB. OR 1/2' CDX PLY WITH d RING SHANK GUN NAILS AT 4' O.C. AT <br />SUPPORTED PANEL EDGES AND 'S RING SWANK CAN NAILS AT W O.C. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />ROOF SHEATHING TO GABLE END FRAME <br />USE d GUN NAILS • 4' O.C. <br />EXTERIOR SHEATHING <br />USE 1/16- O.S.B. OR I!1' PLY WITH % RING SHANK CAN NAILS AT b' O.C. AT <br />PANEL SIDES AND d RING SHANK GUN NAILS 4' O.C. TOP 1 BOTTOM <br />PANEL AND 'S RNG SWANK GUN NAILS AT WOO. 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 />912E OR HEAD LENGTH DIA. TENSILE STR TOP CORD BLOCKING AT 4' <br />ad ORROUNDYlODFIE 2 3/8' 3I3 ITOP'm0 O.C. MAX. IN FIRST 2 FRAMING <br />T <br />NOTE; NAILS TO BE MFG. BY MEMBER OF INT. <br />STAPLE, NAIL 1 TOOL ASSOCIATION <br />2 RING, I. 0.113 INCH NOMINAL SHANK DIAMETER <br />9�T0�0�I��R I�H <br />4�2�INCL4FUDIA��R <br />S. IL LILLE�INd TH2 IN��NdIL L�ITy <br />ROOF SHEATHING LAYOUT <br />AND ENDWALL BRACING <br />FOR GABLE END FRAMING <br />SPACES AT EACH END. <br />RAFTER OR <br />ROOF SHEATHING-' <br />Ifr_ BUILDING LENGTH <br />�T1 STICK BUILT WALL DETAIL <br />SPS • EA. STUD TOP 1 <br />BOTTOM <br />PRE-ENG TRUSSES W/TRUSS <br />CONNECTOR UP TO MOOD <br />UPLIFT <br />DOUBLE TOP PLATE <br />SIMPSON META-24 • EA JACK <br />2X8 STUDS • I6' O.C. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />WITHIN J' 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 1 NO MORE <br />THAN 12' O.C. STAGGERED <br />WINDOW SILL W/CRIPPLES <br />16. O.C. <br />I' DIA ANCHOR BOLT <br />AT W O.C. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSON MWAM-24 o EA. <br />JACK SECURED W/ <br />SPECIFIED ANCHORS <br />2XS P.T. BOTTOM PLATE <br />5 WINDOW OPENING <br />® 2—STORY WALL <br />� sNawx ow wars . aoc. <br />ate— . BOTTq-i EDGES <br />TTP. EXT. SHEATHING ATTACHMENT <br />FOR WALL SHEATHING (OSB TO BE <br />STRUCTURAL GRADE) <br />NOTE: TYP. EXT. SHEATHING ATTACHMENT <br />FOR SHEAR 1 UPLIFT (OSB. TO BE STRUCTURAL <br />GRADE) CONNECTORS FROM STUD TO PLATE ARE <br />NOT REQUIRED EXCEPT • OPENINGS <br />t <br />1/I6' Cos.— <br />2X4 <br />67M2X4 <br />PLATE <br />DBL, TOP PLATE <br />2X4 STUD W' OO. <br />1/I6, OS$. <br />1/2' A.B. W/ MIN. <br />T' EMBEDMENT <br />LOCATE W-S' FROM ENDS <br />AND 32, O.C. MAX. <br />TEXTURED FINISH <br />MTS-12META-lb <br />32' O. <br />CMU WALL <br />KNEE WALL DETAIL <br />2 TO BLOCK <br />SCALE: <br />A <br />SECURE 2. TO BLOCK <br />W/ (2) 1' TAPCONS OR <br />DRIVE PIN <br />(MIN SHANK SIZE '145) <br />F1KC4•t L (MIN EMBED. 11') <br />WITHIN S' OF EACH p <br />END AND IS' O.C. MAX <br />SPACING. <br />i' OSB. SHEATHING OR <br />I' COX PLYWOOD <br />salon o�wr� .—I. <br />2.4 BLOCKS <br />I <br />CMU WALL <br />i <br />RING SWANK GUN NAILS <br />• b' O.O. IN FIELD <br />ATTAGWMFNTF <br />SHEATHING (O.SB. TO BE STRUCTURAL GRADE) <br />b 2' DECK 9CREW8 • 6'-S' <br />O-.MAX •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' TIG SUB -FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />ARCH WINDOW FRAME A SECTION <br />SCALE: 1/2'• I'-0' <br />PRE -Ewa TRUSS <br />DBL. 2X TOP PLATE <br />l/W' OAS. <br />2X BLOCKING - <br />TOP OF <br />T/Ib' OSB. <br />2X STUDS W' O.C. MAX. <br />2X BTM.PLATE <br />3/4' FLOOR DECKING <br />PRE- ENGINEERED <br />FLOOR TRUSS <br />2x4 • TOP 1 <br />BOTTOM CONT. <br />W/ (5) 12d NAILS <br />SLK WALL I/ <br />Q CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK. <br />W/ 1/4' GAP FROM BLK TO O SB. <br />HORIZONTAL 2X OAT <br />PERIMETER OF O.S.B. O PROVIDE CONT. NA. STRUCTURALIL PATTERN <br />Q3 REMAINING AREA TO BE SHEATHED FROM DSL, TOP <br />PLATE TO HORIZONTAL BLOCKING. <br />® SHEATHNG • TOP OF WOOD FRAMED WALL TO BE <br />STAGGERED MIN. OF WFROM SWEET BELOW <br />® INSTALL ALL SHEETS W/FACE GRAIN PARALLEL <br />TO STUDS <br />9 EXT. WALL SHEATHING <br />SCALE: <br />A R C N IT E C T R <br />6 <br />Design <br />GrouP.2. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesign9roup.com <br />AA lh. 0003325 <br />h <br />y <br />U <br />W <br />FO <br />y <br />V <br />M <br />�a <br />C <br />F <br />O <br />Eitimiv. da Lfl1` <br />SILVERADO <br />LOT #19 <br />BLK #6 <br />1pa0i " <br />04128.000-01961 <br />molol ie <br />4EGB <br />"GALEN" <br />GANAGM 9WING: <br />LEFT <br />PAGIM <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />r <br />/17CAL>Ik 1/4=1'—O"*EM= <br />D 2 <br />