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a C P Y I T C C T• <br />///---SECURE 2x6 MIN. TO BLK W/ (2));' <br />/ ANCHOR BOLT W/ 2' WASHER SET <br />/ IN SIMPSON HIGH STRENGTH <br />EPDXY 4' EMBED. <br />-_. <br />_T.._ <br />SECURE 2x4 ON <br />- <br />i <br />FLAT TO BLK <br />W/ CUT NAILS. <br />- <br />O SIDES: <br />r-'I -7-�' <br />2X6 GARAGE DOOR BUCK W/ (3) <br />K'X8' J-BOLTS 4' EMBEDMENT MIN. <br />W/ 2'X2'Xis WASHER AND NUT <br />SPACED EVENLY FROM FLOOR TO <br />GARAGE DOOR HDR IN JOINTS <br />PRIOR TO FILLING. <br />- <br />1-2X6 PT BLOCK s CENTER OF---T� <br />DOOR HEADER W/(U }f'XB' J-BOLTS <br />4' EMBEDMENT W/ 2'X2'X16' WASHER <br />AND NUT <br />_ <br />L <br />Ej <br />V HRHVI; UVVR <br />3 BUCK ATTACHMENT <br />SCALE: IR'.I'-0' <br />2X4X4' SECURE TO TRU59 W/ 3-12d <br />6'-8' O.G. MAX TYP. <br />2X4 SECURE TO 2X4 BLK W/2-12d <br />SECURE TO BLK W/ META-16 <br />7 2'-0" EXTENSION ® OPT SERVICE DR. <br />SCALE: IR''I'-0' <br />2X4 SECURED TO <br />GABLE END <br />W/(2112d-EA. UPRIGHT <br />2X4 SECURED TO <br />GABLE ENG W/(21I2d <br />b'-8' O.C. <br />2x4 BLOCKING <br />EA. RAFTER <br />L-30 EA. <br />RAFTER <br />V <br />ER <br />. <br />2x4 <br />FRAMING <br />(TYP) <br />FRAMED OVERHANG <br />4 N.T.S. <br />r_o_'�NOT USED <br />rj1 STICK BUILT WALL DETAIL <br />1 N.TS. <br />SIMON <br />III. <br />- - <br />WAN, <br />IrEi <br />PRE-ENG TRUSSES W/ TRUSS <br />CONNECTOR VERIFY IW <br />FRAMING PLAN <br />— DOUBLE TOP PLATE <br />— CRIPPLE STUDS • 16' O.C. <br />MAX <br />— SIMPSCN LSTA-12 • EA. JACK <br />STUD, BOTH SIDES OF <br />OPENING. <br />2x STUDS • 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 />KING STUDS (SEE HEADER <br />SPAN CHART FOR DETAILS <br />AND SPECIFICATION) <br />I� 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 ( NO MORE <br />THAN 12' O.C. STAGGERED <br />SP4 OR H5 • TOP AND <br />BOTTOM PLATES s EA. FULL <br />LENGTH STUD, BOTH SIDES <br />OF OPENING. <br />SHEATHING TO LAP TO TOP <br />OF MASONRY WALL. <br />SHEATHING MUST NOT <br />T BREAK 1'-4' MIN. FROM IND <br />TYP. EXTERIOR WINDOW/ DOOR FLR LINE. <br />cJ OPENING WD FRAMED W FLOOR TRUSS <br />51-ALE: <br />FASTENER SCHEDULE <br />ROOF DIAPHRAGM <br />USE T/16' O.S.B. OR 1/2' CDX PLY WITH'e RING SHANK GUN NAILS AT 4' OC. AT <br />SUPPORTED PANEL EDGES AND -8 RING SHANK GUN NAILS AT 6' OC, AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />ROOF 5HEATHING TO GABLE END FRAME <br />USE '8 CNN NAILS • 4' O.C. <br />EXTERIOR SHEATHING <br />USE 1/16' O.S.B. OR 1/2' PLY WITH'8 RING SHANK GUN NAILS AT 6' OC AT <br />PANEL SIDES AND'S RING SHANK GUN NAILS 4' OC. TOP 4 BOTTOM <br />PANEL AND 'e RING SHANK CNN NAILS AT 6' OC. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />NOTE: RING SHANK Gf•1 NAILS SHALL BE PERMITTED AS AN <br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER <br />�. <br />NAIL REQUIREMENTS <br />N <br />81ZE <br />HEAD <br />LENGTH <br />DIA. <br />TENSILE S <br />TOP CORD BLOCKING AT 4' <br />Sd <br />ROUND" DIFIE <br />OR T <br />2 3/8' <br />.113 <br />1T0R100 <br />O.C. MAX. IN FIRST 2 FRAMING <br />{ <br />�5 <br />SPACES AT EACH END. <br />Y <br />NOTE: NAILS TO BE MFG. BY MEMBER OF INT. <br />STAPLE. NAIL 4 TOOL ASSOCIATION <br />RAFTER OR TRUSS <br />I. 0.113 RJCN NOMINAL SHANK DIAMETER <br />ROOF SHEATHING <br />TOF 0 R SHANKT <br />— E <br />3. 16 TO 20 RINGS PER INCH <br />4. 02e0 )NCR FULL ROUND HEAD DIAMETER <br />-. <br />z <br />5. 2 INCH NAIL LENGTH <br />T Zr� <br />mil <br />ROOF SHEATHING LAYOUT <br />ENDWALL BRACING <br />eul�ENNT".__-__ <br />LONGAND <br />FOR GABLE END FRAMING <br />BPS s EA. STUD TOP I <br />BOTTOM <br />PRE-ENG TRUSSES W/TRUSS <br />CONNECTOR UP TO -1000 <br />UPLIFT <br />DOUBLE TOP PLATE <br />SIMPSON MSTA-24 - EA. JACK <br />2xb 5TUD5 s 16' O.C. MAX W/ <br />BREATHING. 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 WITHIN 6' <br />FROM EACH END 4 NO MORE <br />THAN IY O.C. STAGGERED <br />WNDOW SILL W/CRIPPLES <br />16, O.C. <br />I' DIA ANCHOR BOLT <br />AT I6' O.G. MAX WITH l' <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 CMU <br />W/MIK 2' COVER 4 2' APART <br />2X8 P.T. BOTTOM PLATE <br />4WINDOW OPENING <br />® 2-STORY WALL <br />�s,+oNx c w -ILI . a• oc. <br />oP mr=on_egvEs —� <br />J <br />TYP. EXT. SHEATHING ATTACHMENT <br />FOR WALL SHEATHING (OSB TO BE <br />STRUCTURAL GRADE) <br />NOTE: TYP. EXT. SHEATHING ATTACHMENT <br />FOR SHEAR A UPLIFT (OSB. TO BE STRUCTURAL <br />GRADE) CONNECTORS FROM STUD TO PLATE ARE <br />NOT RECUIRED EXCEPT a OPENINGS <br />r <br />i— <br />PRE-ENGINEERED <br />TRUSS <br />OSB.� <br />2X4 <br />2X4 <br />PLATE BTM <br />PLA <br />PLA <br />2X4 DBL. TOP PLATE <br />2X4 STUD 16' O.C. <br />T/16' OSB. <br />1/2' A.B. W/ MIN. <br />T' EMBEDMENT <br />LOCATE b'-e' FROM ENDS <br />AND 32' O =. MAX. <br />TEXTURED FINISH <br />MTS-12 <br />META-16 <br />32' O.C. MAX. <br />8' CM WALL <br />FIRE -ENGINEERED <br />Miss <br />KNEE WALL DETAIL <br />2 TO BLOCK <br />51-ALE: 1/2' • 1'-O' <br />LIRE 2. TO BLOCK <br />.) & TAPCONB OR <br />/E PIN <br />SHANK SII.E J45) <br />EMBED. I �') 1�� <br />N 8' OF EACH <br />AND W OZ. MAX CMG. <br />TSB. SHEATHING ORS � <br />:�X PLYWOOD <br />BLOCKS — <br />WALL <br />���ARCH WINDOW FRAME A SECTION <br />v / SCALE: Irl'.1'-0• <br />J, RING SHANK GUN NAILS <br />• 6' O.C. IN FIELD <br />TYP. EXT. SHEATHING ATTACHMENT FOR ROOF <br />SHEATHING (OSB. TO BE STRUCTURAL GRADE) <br />'8 2'-- SCREWS • b'-8' <br />OC. MAX 4 EDGES ( 12' O.C. <br />MAX IN FIELD. UNTHREADED <br />'SHANK TO EXTEND BEYOND' <br />THICKNESS OF SUB -FLOOR <br />SHEATHING <br />TYP. 3/4' TKs SUB -FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />PRE-ENG. TRUSS <br />DBL. 2X TOP PLATE <br />T/16' OSB, <br />2X BLOCKING <br />TOP OF <br />T/I6' OSB.' <br />2X STUDS 16' O.C. MAX.- <br />2X B. PL <br />ATE <br />3/4' FLOOR DECKING <br />FIRE - ENGINEERED <br />FLOOR TRUSS' <br />2X4 • TOP <br />BOTTOM CONT. <br />BLK WALL I / <br />Oj 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 OSB. TO PROVIDE CONT. NAIL 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 16, FROM SHEET BELOW <br />O5 INSTALL ALL SHEETS WRACE GRAIN PARALLEL <br />TO STUDS <br />9 EXT. WALL SHEATHING <br />SCALE, IR'.I'-0' <br />Design <br />Grout -nc. <br />UN i <br />N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />w .abdeslgngroep.com <br />AA#: 0003326 <br />W <br />W <br />O <br />U <br />FO <br />4 <br />K <br />U <br />y <br />W <br />O <br />F <br />O <br />Z <br />8mwrv. a LOT: <br />SILVERADO <br />LOT 9 <br />BLK 1 <br />PROJECW <br />04128.000-09001 <br />MODEL <br />4EAB <br />"1672-ARIA" <br />GAP-h03C SIVING: <br />LEFT <br />PAGE: <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />ARCHITECT <br />STATE OF FLOWDA <br />TM I 10/21/16 <br />SCALE: 1 /4"= V - 0" <br />SHEET <br />D 2 <br />