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ml <br />• a r u I r le r r a <br />SECURE 2x6 MIN. TO BLK W/ (2) YN' <br />ANCHOR BOLT W/ 2' WASHER SET <br />IN AIMPAON .- ATRENf TH <br />EPDXY 4' EMBED. <br />SECURE 2.1 ON <br />FLAT TO BLK <br />W/ CUT NAILS. <br />SIDE& <br />2X6 GARAGE DOOR BUCK UP (3) <br />Y,'XB' J-BOLTS 4' EMBEDMENT MIN. <br />W/2'X2'A WASHER AND NUT <br />� <br />SPACED EVENLY FROM FLOOR TO <br />GARAGE DOOR HIM IN JOINTS <br />PRIOR TO FILLING. <br />1.2X6 PT BLOCK CENTER OF <br />DOOR HEADER W/(U )f'X8' J-BOLTS <br />4' EMBEDMENT W/ 2'X2')%' WASHER <br />AND NUT <br />O NOTES: <br />0' <br />ALL ANCHORS SHALL BE IN ACCORDANCE TO <br />MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE <br />SUCH INSTRUCTIONS, ARE MORE STRINGENT <br />UARAVC., uvvn <br />3 BUCK ATTACHMENT <br />SCALE. V2'•I'-0' <br />q <br />2X4X4' SECURE TO TRU89 W/ 3-12d <br />6'-8' OC. MAX TYP. <br />2X4 SECURE TO 2X4 BLK WR-12d <br />SECURE TO BLK W/ META-16 <br />7 2' L.NSON @ OPT SERVICE R. <br />SCALE. iq'.1'•0' <br />2X4 SECURED TO <br />GABLE END <br />W/(2A2d.EA UPRIGHT <br />2X4 SECURED TO <br />�-1x4 BLOCKING <br />EA. RAFTER <br />L-30 EA <br />RAFTER <br />;?71' <br />A.ER <br />Zx4 RAFTER <br />• 24' OC. <br />(,,1 FRAMED OVERHANG <br />M NT9. <br />rR1NOT USED <br />v <br />PRE-ENG TRUSSES W/ TRWS <br />ON CNECTOR VERIFY WV <br />FRAMING PLAN <br />DOUBLE TOP PLATE <br />CRIPPLE STUDS s t6. OC. <br />MAX <br />HEADER SIZE PER SIMPSON LSTA-12 a EA. JACK <br />SPAN CHART. STUD, BOTH SIDES OF <br />OPENING. <br />2x STUDS • 16'Or— MAX W/ <br />SHEATHING. SHEATHING TO BE <br />DOOR/ WITHIN }' OF WINDOW/ DOOR <br />WINDOW OPENING AND SECURE PER <br />OPENING FASTENER SCHEDULE <br />KING STUDS (SEE HEADER <br />SPAN CHART FOR DETAILS <br />AND SPECIFICATION) <br />JAC" (SEE HEADER SPAN <br />CHART FOR DETAILS AND <br />SPECIFICATION) <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY . A TIME. <br />USE 124 NAILS, TWO WITHIN 6' <br />FROM EACH END 4 NO MORE <br />JIJI L THAN 12' OC. STAGGERED <br />SP4 OR H5 • TOP AND <br />BOTTOM PLATES r EA. FULL <br />LENGTH STUD, BOTH BIDES <br />OF OPENING. <br />SHEATHING TO LAP TO TOP <br />OF MASONRY WALL. <br />_ SHEATHING MUST NOT <br />BREAK t'•4' MIN. FROM 2NO <br />TYP. EXTERIOR WINDOW/ DOOR FLR LINE. <br />��1OPENING W FRAM D (W/FLOOR TRUSS) <br />8CALE: iR'.I'-0' <br />FASTENER SCHEDULE <br />ROOF DIAPHRAGM <br />USE 1/16' 098. OR 1/2' COX PLY WITH 'S RING SHANK GUM NAILS AT 4' OC. AT <br />SUPPORTED PANEL EDGES AND 'S RING SHANK GW NAILS AT 6' OC. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />ROOF SHEATHING TO GABLE END FRAME <br />USE '8 GUN NAILS • 4' O.C. <br />EXTERIOR SWEAT14NG <br />USE 1/16' O.S.B. OR 1/2' PLY WITH 'S RING SHANK GUN NAILS AT 6' OC. AT <br />PANEL SIDES AND 'e RING SHANK CANNAILS 4. OC. TOP 4 BOTTOM <br />PANEL AND'8 RING SHANK GUN NAILS AT 6' OC. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL, <br />NOTE: RING SHANK GW NAILS SHALL BE PERMITTED AS AN <br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER. <br />NAIL REQUIREMENTS <br />SIZE HEAD LENGTH DIA. TENSILE 9 TOP CORD BLOCKING AT 4' <br />ed ROWVr"C`IFIE 2 3/8' .113 110pOO OC. MAX IN FIRST 2 FRAMING <br />OR T <br />NOTE: NAILS TO BE MFG. BY MEMBER OF INT, <br />STAPLE, NAIL 4 TOOL ABSOOIA710N <br />L ®.113 INCH NOMINAL SHANK DIAMETER <br />DIAMETER <br />OF <br />OVER SHANK DIAMETE <br />3. IS TO 20 RINGS PER INCH <br />4. 0280 INCH FULL ROUND HEAD DIAMETER <br />9. 2 INCH NAIL LENGTH <br />ROOF 5HEATHINCs LAYOUT <br />AND ENDWALL BRACING <br />FOR CzABLE END FRAMINCs <br />SPACES AT EACH END. <br />RAFTER OR TRJb9�� <br />ROOF 6HEATNUNG <br />l BUILDING LENGTH <br />1 STICK BUILT WALL DETAIL <br />N.r9. <br />8PS • EA STUD TOP N <br />BOTTOM <br />PRE-ENG TRUSSES WRRUSS <br />CONNECTOR UP TO'1,00m <br />UPL IFT <br />DOABLE TOP PLATE <br />SIMPSON MSTA-24 4 EA JACK <br />2x8 STUDS • 16' O.C. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />WITHIN }' 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 />I6.O.C. <br />}' DIA ANCHOR BOLT <br />AT 16' OC, MAX WITH V <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSON MSTAM-24 a EA <br />JACK SECURED W/ <br />SPECIFIED ANCHORS <br />ZX8 P.T. BOTTOM PLATE <br />5 WINDOW OPENING <br />® 2—STORY WALL <br />TYP. EXT. SHEATHING ATTACHMENT <br />FOR WALL SHEATHING (050 TO BE <br />STRUCTURAL GRADE) <br />R-F <br />1/ 4'gq.' <br />2X4 <br />BLA2X4 <br />PLA <br />DBL. TOP PLATE <br />2X4 STUD 16' O.G. <br />l/W' 098. <br />IR' AB. W/ MN. <br />I. EMBEDMENT <br />LOCATE 6'-8' FROM ENDS <br />AND 32' OC. MAX <br />TEXTURED FINISH <br />MT8•META-16 <br />32' O.C. MAX. <br />.1. WALL <br />NEE WALL DETAIL <br />2 TO BLOCK <br />SCALE: 1/2'.I'-O' <br />A SECURE 2. TO BLOCK <br />W/ (2) I' TAPCCNB OR <br />DRIVE PM <br />(MIN SHANK SIZE .149) <br />PR6CAlr L (MIN EMBED. I I') � <br />WITHIN a' OF EACH <br />7 END AND B' OC, <br />MAX <br />SPACING. <br />O.S.B. SHEATHING OR <br />}• COX PLYWOOD <br />2x4 BLOCKS <br />CMU WALL <br />Za ARCH WINDOW FRAME A SECTION <br />BCALE� I/2'.1'-0' <br />NOTE: TYP. EXT. SNEATNUJG ATTACHMENT <br />FOR SHEAR 4 UPLIFT (09B. TO BE STRUCTURAL <br />GRADE) CONNECTORS FROM STUD TO PLATE ARE <br />NOT REQUIRED EXCEPT • OPENINGS <br />3 <br />C'S RING SHANK GUN NAILS <br />• 6' O.O. IN FIELD <br />TYP. EXT. SHEATHING ATTACHMENT FOR ROOF <br />SHEATHING (09B, TO BE STRUCTURAL GRADE) <br />'8 2' DECK SCREWS • 6'-8' <br />OC. MAX • EDGES N Q' OC. <br />MAX IN FIELD. UNTHREADED <br />'SHANK TO EXTEND BEYOND' <br />THICKNESS OF SUB -FLOOR <br />SHEATHING <br />TYP, 3/4' TNG SUB -FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />PRE -ENO. TRUSS <br />DBL. 2X TOP PLATE 1 <br />1/16, 098. a <br />2X BLOCKING <br />TOP OF <br />1/16' 098. <br />2X STUDS 16' OC. MAX. <br />2X Br L PLATE <br />3/4• FLOOR DECKING i <br />PRE- ENGINEERED <br />FLOOR TRUSS <br />2X4 4 TOP N <br />BOTTOM CONT. <br />W/ (5) 12d NAILS <br />HETA-16 <br />BLK WALL <br />OI CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK <br />W/ 1/4' GAP FROM BLK TO 098. <br />OPWORTAL 2X AT <br />ERIMEER OF 09BFT0 PROVIDELCONT. NABLOCKIL PATTERN <br />O3 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 Ife' FROM SHEET BELOW <br />®INSTALL ALL SHEETS W/FACE GRAIN PARALLEL <br />TO STUDS <br />9 EXT. WALL SHEATHING <br />SCALE: 1/2' • I'-0' <br />L441 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 />W <br />Z <br />N <br />O <br />U <br />W <br />0 <br />a <br />U <br />y <br />w <br />c <br />F <br />[O2� <br />ti <br />J <br />mulwiV. as Lo14 <br />SILVERADO <br />LOT #3 <br />BLK #6 <br />PROJECT/ <br />04128.000-00361 <br />HODEts <br />4EBB <br />"1828— CALI" <br />GARAGE DWING: <br />LEFT <br />PAGE <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />