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///---SECURE 2x6 MIN. TO BLK UAL (2)1k' <br />F/ ANCHOR BOLT W/ 2' WASHER SET <br />/ IN AIMPB WIGW AT@F TH <br />EPDXY 4' EMBED. <br />I • <br />0 0 <br />SECURE 2x4 ON <br />0 <br />FLAT TO BLK <br />W/ CUT NAILS. <br />BIDES: <br />� <br />2X6 GARAGE DOOR BUCK W/ (3) <br />)f'XB' J-BOLTS 4' EMBEDMENT MIN. <br />UI/ 2'X2'X)6 WASHER AND NUT <br />SPACED EVENLY FROM FLOOR TO <br />GARAGE DOOR HDR IN JOINTS <br />PRIOR TO FILLING. <br />1-2X6 PT BLOCK s CENTER OF <br />DOOR HEADER W/(1))I1XB' J-BOLTS <br />4• EMBEDMENT W/ 2'X2'Xk' WASHER <br />AND NUT <br />-- <br />NOTES: <br />_- - _ - ALL ANCHORS SHALL BE IN ACCORDANCE TO <br />MANUFACTURER'SINSTALLATION INSTRUCTIONS WHERE <br />SUCH INSTRUCTIONS ARE MORE STRINGENT <br />UAKAUE ODUK <br />%1BUCK ATTA H 4ENT <br />SCALE: VU'•I'-0' <br />LIL <br />2X4X4' SECURE TO TRUSS W/ 3-12tl <br />6'-8' O.C. MAX TYP. <br />2X4 SECURE TO 2X4 BLK W/U-12d <br />SECURE TO BLK W/ META-16 <br />2X4 SECURED TO <br />GABLE END <br />W/(2)12 <br />41 <br />.EA. UPRIGHT <br />2X4 SECURED TO <br />or <br />L-2x4 BLOCKING <br />EA RAFTER <br />"L-. <br />-30EA. <br />AFTER <br />W2A E. <br />RAFTE <br />4x4 RAFTER <br />s 24' O.C. <br />� A1 FRAMED OVERHANG <br />'+ NrA. <br />PRE-ENG TRUSSES //TRUSS <br />CONNECTOR VERIFY W/ <br />FRAMING PLAN <br />DOUBLE TOP PLATE <br />CRIPPLE STUDS • 16' OL. <br />MAX <br />HEADER SIZE PER SIMPSON LSTA-12 • EA. JACK <br />B SPAN CHART. STUD, BOTH SIDES <br />OF <br />OPENINGS. <br />2. STUDS • W' O.C. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />DOOR/ WITHIN I' 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 />JACKS (WE HEADER SPAN <br />CHART FOR DETAILS AND <br />SPECIFICATION) <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY • A TIME. <br />USE Rd NAILS, TWO WITHIN 6' <br />— L FROM ECH END 4 NO MORE <br />RE _jTHAN 12'AO.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 />OF MASONRY WALL. <br />SHEATHING NWBT NOT <br />BREAK 1'-4' MIN, FROM 2ND <br />TYP. EXTERIOR WINDOW/ DOOR FLR LINE. <br />/'-�10PENING WD FRAMED (W/FLOOR TRUSSl <br />SCALE: VU'•I'-0' <br />FASTENER SCHEDULE <br />ROOF DIAPHRAGM <br />USE VI6' OAD. OR 1/2' COX PLY WITH'S RING SHAW GUN NAILS AT 4'O.C. AT <br />SUPPORTED PANEL EDGER GUN •8 RING SHANK GNAILS AT 6' O C. AT <br />INTERMEDIATE SUPPORTS, SEE DETAIL. <br />ROOF SHEATHING TO GABLE END FRAME <br />USE -8 GIN NAILS • 4' O.C. <br />EXTERIOR SHEATHING <br />USE T/Ib' GAD. OR 1/2' PLY WITH •S RING SHANK CAN NAILS AT 6' O.C. AT <br />PANEL SIDES AND d RING SHANK CAN NAILS 4' O.G. TOP 4 BOTTOM <br />PANEL AND % RING SHANK GUN 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 LGTH DIA. ENSILE ST TOP CORD BLOCKING AT 4' <br />8d ROUND11011 2EN3/8' .IB 1T0p00 <br />OR T O.G. MAX. INFIRST 2 FRAMING <br />NOTE: NAILS TO BE MFG. BY MEMBER OF MT. <br />STAPLE, NAIL N TOOL ASSOCIATION <br />I. 0.113 INCH NOMINAL SHANK DIAMETER <br />S. 16 TO 20 RINGS PER INCH <br />4. 0180 INGN RILL ROIWD HEAD DIAMETER <br />5. 2 INCH NAIL LENGTH <br />ROOF SPEATPING LAYOUT <br />AND ENDWALL BRACING <br />7 2'-0" E ENSIGN ® SER DR. �p1NOT USED FOR GABLE END FRAMING <br />$GALE: I/2'•1'-0' U <br />SPACES AT EACH END. <br />RAFTER EAMG <br />OR TRUBl, <br />ROOF SWEATN <br />cm ► '� <br />�-- -H <br />�. BUILDING LENGTH l <br />1 STICK BUILT WALL DETAIL <br />Nrs. <br />SP8 • EA. STUD TOP N <br />BOTTOM <br />PRE-ENb TRUSSES W/TRUSS <br />CONNECTOR UP TO 1,000 <br />UPLIFT <br />DOUBLE TOP PLATE <br />SIMPSON META-24 • EA. JACK <br />2xS STUDS • IS' 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 A NO MORE <br />THAN 11' O.C. STAGGERED <br />WINDOW SILL //CRIPPLES <br />16, O.C. <br />QDIA ANCHOR BOLT <br />16' O.C. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSON MSTAM-24 • EA. <br />JACK, SECURED W/ <br />SPECIFIED ANCHORS <br />2XS P.T. BOTTOM PLATE <br />WINDOW OPENING <br />5 Cap T-STORY WALL <br />. . . . . . . . , <br />TYP. EXT. SHEATHING ATTACHMENT <br />FOR WALL SHEATHING (OSB TO BE <br />STItl1CTURAL GRADE) <br />NOTE; TYP. EXT. SHEATHING ATTACHMENT <br />FOR SWEAR 4 UPLIFT GOAD. TO BE STRUCTURAL <br />GRADE) CONNECTORS FROM STUD TO PLATE ARE <br />NOT REQUIRED EXCEPT • OPENINGS <br />T/16' 088, <br />2X4 <br />ISTM <br />PLATE PLA <br />2X4 DBL. TOP PLATE <br />2X4 STUD KW' O.C. <br />1/16. OSD. <br />1R' AD. W/ MIN. <br />I' EMBEDMENT <br />LOCATE 6'-8• FROM ENDS <br />AND 32' O.C. MAX, <br />TEXTURED FINISH <br />MTS-127�8'CMU <br />META-16 <br />I.O.C. MAX. <br />WALL <br />PRE-ENGINEERED <br />TRUSS <br />KNEE WALL DETAIL <br />2 TO B C { <br />SCALE: I/2'•I'-O' <br />A SECURE 2x TO BLOCK <br />W/ (2) &' TAPCONS OR <br />DRIVE PIN <br />(MIN SHANK SIZE .145) <br />mccaer (MIN EMBED. 11.) <br />WITHIN 8' OF EACH <br />END AND B• O.C- MAX <br />SPACING. <br />GAD. SHEATHING OI <br />I' CDX PLYWOOD <br />�u cFENmG <br />WALL <br />6 ARCH WINDOW FRAME A SECTION <br />SCALE: I/i'.I'_m• <br />�SB RING SHANK GIN NAILS <br />• 6' O.C. IN FIELD <br />TYP. EXT. SHEATHING ATTACH -TENT FOR ROOF <br />SHEATHING (OAD. TO BE STRUCTURAL GRADE) <br />'8 2' DECK SCREWS - b'-8' <br />O.C. MAX • EDGES N 12' O.C. <br />MAX IN FIELD. UNTHREADED <br />'BHANC TO EMEND BEYOND' <br />TWICIQ.ESS OF SUB -FLOOR <br />SHEATHING <br />TYP, 3/4• TNG SW% -FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />PRE-ENG. TRUSS <br />DBL. 2X TOP PLATE <br />1/16• DAB. <br />2X BLOCKING -. <br />2X STUDS 16' O.C. MAX.- <br />2X BTM PLATE <br />3/4' FLOOR DECKING <br />PRE- ENGINEERED <br />FLOOR TRUSS <br />2X4 a TOP 4. <br />BOTTOM CONT. <br />W/ (5) 126 NAILS <br />HETA-16 <br />BLK WALL <br />Q CONTINUOUS SHEATHING TO BEGIN AT TOP OF. BLK <br />W/ 1/4' GAP FROM BLK TO OAD. <br />HORIZONTAL 2X SPR PBLOCKAT <br />ERIMETER OF OAD. TO PROVVIID LCONT. NAIL PATTERN <br />03 REMAINING AREA TO BE SHEATWED FROM DBL TOP <br />PLATE TO HORIZONTAL BLOCKING. <br />® SHEATHING • TOP OF LLOOD FRAMED WALL TO BE <br />STAGGERED MIN OF 16' FROM SWEET BELOW <br />® INSTALL ALL SHEETS WFACE GRAIN PARALLEL <br />TO STUDS <br />9 EXT. WALL SHEATHING <br />SCALE: I/1'.1'_O• <br />A E C N IT E C T 8 <br />6 <br />Design <br />Grou .2. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774 4078 <br />www.abdoeigngroup.com <br />AA N: 0003325 <br />WF <br />C <br />y <br />V <br />W <br />may. <br />O <br />M4 <br />W <br />O <br />F <br />O <br />F <br />y <br />m�m <br />F <br />ERTJOR ds !Zr. <br />SILVERADO <br />LOT 42 <br />BLK 6 <br />04128.000-04261 <br />HOa� <br />4EAB <br />"1672— ARIA" <br />GABAGM B'WMWG: <br />RIGHT <br />PAGE <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />]DAM 10/19/17 <br />SCALD 1/4"=1'-0" <br />elva T <br />D 2 <br />