Laserfiche WebLink
SECURE 2x6 MIN. TO BLK W/(2)V <br />ANCHOR BOLT W/ 2' WASHER SET <br />IN SIMPSON HIGH STRENGTH <br />EPDXY 4' EMBED. <br />SECURE 2.4 C <br />FLAT TO BILK <br />W/ CUT NAILS. <br />SIDES: <br />2X6 GARAGE DOOR BUCK W/ (3) <br />VX8' J-BOLTS 4' EMBEDMENT MIN. <br />W/ 2'X2'XI'e WASHER AND NUT <br />SPACED EVENLY FROM FLOOR TO <br />GARAGE DOOR HIM IN JOINTS <br />PRIOR TO FILLING. <br />1-2X6 PT BLOCK a CENTER OF <br />DOOR HEADER W/l11 J$'X8' J-BOLTS <br />4' EMBEDMENT W/ 2'X2-1cV WASHER <br />AND NUT <br />GARAGE DOOR <br />QQ BUCK ATTACHMENT <br />SCALE: 1!1'•I'-0' <br />2X4X4' SECURE TO TRL95 W/ 3-12d <br />OC. MAX TYP. <br />2X4 SECURE TO 2X4 BLK W/2-12d <br />SECURE TO BLK W/ META-16 <br />7 2'" EXTENSION ® OPT SERVICE DR. <br />SCALE: I/2'•I'-0' <br />2X4 SECURED TO <br />GABLE END <br />W/(2JI2dAEA. UPRIGHT <br />2X4 SECURED TO <br />KW25:,,' <br />-2x4 BLOCKING-30 EAEA RAFTER <br />RAFTER <br />EA <br />TER <br />-2x4 RAFTER <br />e 24' OC. <br />4 FRAMED OVERHANG <br />Nrs. <br />8 NOT USED <br />jJ] HEADER SIZE PER [Tj <br />SPAN CHART. <br />DOOR/ <br />WINDOW <br />OPENING <br />PRE-ENG TRUSSES W/ TRIM <br />CONNECTOR VERIFY W/ <br />FRAMING PLAN <br />DOUBLE TOP PLATE <br />CRIPPLE STUDS a IW OC. <br />MAX <br />6 MPSON LSTA-12 a EA. JACK <br />STUD, BOTH SIDES OF <br />OPENING. <br />2x STUDS a 16' OC. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />WITHIN J. <br />OF WINDOW/ DOOR <br />OPENING AND <br />SECURE PER <br />FASTENER SCHEDULE <br />KING STUDS (SEE HEADER <br />SPAN CHART FOR DETAILS <br />AND <br />SPECIFICATION) <br />JACKS (SEE HEADER SPAN <br />CHART FOR DETAILS AND <br />SPECIFICATION) <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY e A TIME. <br />USE 12d NAILS, TWO WITHIN 6' <br />FROM EACH END 4 NO MORE <br />THAN 12' O.C. STAGGERED <br />SP4 OR H5 a TOP AND <br />BOTTOM PLATES a EA. FULL <br />LENGTH STUD, BOTH SIDES <br />OF OPENING. <br />514EATHING TO LAP TO TOP <br />OF MASONRY WALL. <br />SHEATHING MUST NOT <br />BREAK I'-4' MIN, FROM 2ND <br />TYP. EXTERIOR WINDOW/ DOOR FLR LINE. <br />i�OPENING WD FRAMED (W/FLOOR TRUSS) <br />9CALE: IR'•I'-0' <br />FASTENER SCHEQULE <br />ROOF DIAPHRAGM <br />USE 1116. OSB. OR I/2' COX PLY WITH 'S RING SHAH, GUN NAILS AT 4' O.C. AT <br />SUPPORTED PANEL EDGES AND '8 RING SHANK GUN NAILS AT 6' OC. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />ROOF SHEATHING TO GABLE END FRAME <br />USE'8 GUN NAILS s 4' O.C. <br />EXTERIOR SHEATHING <br />USE 1/16' O.SB. OR I/2' PLY WITH '8 RING SHAH, CAN NAILS AT 6' OC. AT <br />PANEL SIDES AND '8 RING SWANK CAN NAILS 4' O.G. TOP 4 BOTTOM <br />PANEL AND '8 RING SHANK GIN NAILS AT 6' OC. 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 LENGTH DIA. ITERSILE STIR TOP CORD BLOCKING AT 4' <br />8d ROUNDJ'IODIFI 2 3/5, J13 I10000 OC. MAX INFIRST 2 FRAMING <br />OR T <br />NOTE: NAILS TO BE MFC BY MEMBER OF INT. <br />STAPLE, NAIL 4 TOOL ASSOCIATION <br />i, 0.113 INCH NOMINAL SHANK DIAMETER <br />2. RING DIAMETE T <br />3. 16 TO 20 RAGS PER INCH <br />4.O-2W INCH FUL ROUND HEAD DIAMETER <br />5. 2 INGH NAIL LENGTH <br />ROOF 6HEATHING LAYOUT <br />AND ENDWALL BRACING <br />FOR r%ABLE END FRAMING <br />SPACES AT EACH END. <br />RAFTER OR TRUSS <br />ROOF SHEATHING� <br />�— m <br />LBUILDING LENGTH <br />1 STIC <br />NCK BUILT WALL DETAIL <br />SP8 a EA STUD TOP 4 <br />BOTTOM <br />PRE-ENG TRUSSES W/TR1SS <br />CONNECTOR UP TO '1000 <br />UPLIFT <br />DOUBLE TOP PLATE <br />SIMPSON MSTA-24 a EA JACK <br />2x8 STUDS a 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 />(2) STUDS, (2) JACKS a EA <br />SIDE OF OPENING <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE FLY e A TIME. <br />USE 12d NAILS, TWO WITHW 6' <br />FROM EACH END 4 NO MORE <br />THAN IVOC. STAGGERED <br />WINDOW SILL W/CRIPPLES <br />16. O.C. <br />I' DIA ANCHOR BOLT <br />AT 16' OC. MAX WITH T' <br />EMBEDMENT AND 2' <br />DIA WASHER <br />SIMPSON MSTAM-24 a EA <br />JACK, SECURED W/(3) W X 1 <br />3/4' TAPCONS TO CM <br />W/MIIN. 2' COVER 4 2' APART <br />2X8 P.T. BOTTOM PLATE <br />5 WINDOW OPENING <br />® 2-STORY WALL <br />NAILS • a' OL. <br />��-'e rzIN OP : BOiTq'I 5 <br />{Q <br />3 / ` <br />TYP. EXT. SHEATHING ATTACHMENT <br />FOR WALL SHEATHING (OSB TO BE <br />STRUCTURAL GRADE) <br />NOTE : TYP. EXT. SHEATHING ATTACHMENT <br />FOR SHEAR 4 UPLIFT (09B. To BE STRUCTURAL <br />GRADE) CONNECTORS FROM STUD TO PLATE ARE <br />NOT REQUIRED EXCEPT a OPENINGS <br />t <br />TRUSS <br />T/16'4/8' <br />2X4 <br />BTMPLATE <br />PLA <br />2X4 DBL. TOP PLATE <br />2X4 STUD 16' O.C. <br />1/16. OSB. <br />1/2' A.B. W/ MIN. <br />7 EMBEDMENT <br />LOCATE 6•-8' FROM ENDS <br />AND 32' O.G. MAX. <br />TEXTURED FINISH <br />MTS-META-16 <br />32' O <br />CMU WALL <br />�'8 RING SHANK GUN NAILS <br />e 6' OG. IN FIELD <br />KNEE WALL DETAIL <br />2 TO BLOCK <br />SCALE: 112'•1'-0' <br />2. TO BLOCK - <br />'TAPCONS OR <br />'IN <br />4NK SIZE J45) <br />BED. I i') <br />OF EACH <br />D IV O.C. MAX'-� <br />. SHEATHING OR <br />PLYWOOD <br />_L <br />o'\ ARCH WINDOW FRAME <br />SCALE: I/2' • I'-0' <br />TYP. EXT. SHEATHING ATTACHMENT FOR ROOF <br />SHEATHING (OSB. TO BE STRUCTURAL GRADE) <br />'B 2' DECK SCREWS - 6'-8' <br />OC. MAX a EDGES 4 IV OC. <br />MAX IN FIELD. UNTHREADED <br />514AW TO EXTEND BEYOND' <br />THIC404ESS OF SUB -FLOOR <br />SHEATHING <br />TYP. 3/4' T46 SIB -FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />A SECTION <br />PRE-ENG. TRUSS <br />DEL. 2X TOP PLATE <br />1/16. O.SB. <br />2X BLOCKING a <br />TOP OF m <br />T/I6' OBH. <br />2X STUDS 16' OC. MAX. 9 <br />2X BTM. PLATE <br />3/4• FLOOR DECKING i <br />PRE- ENGINEERED @ <br />FLOOR TRUSS <br />2X4 a TOP <br />4 BOTTOM CONT. <br />HETA-16 <br />BLK WALL <br />(DCONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK <br />W/ 1/4' GAP FROM BLK TO 0SU5. <br />HAT <br />ORIZONTAL <br />FDCNLFMETEROFOBBTO PR7VICONTTA PATTERN <br />O REMAINING AREA TO BE SHEATHED FROM DBL. TOP <br />PLATE TO HORIZONTAL BLOCKING. <br />® SHEATHING a TOP OF WOOD FRAMED WALL TO BE <br />STAGGERED MIN. OF I6' FROM SHEET BELOW <br />05 INSTALL ALL SHEETS WFACE GRAIN PARALLEL <br />TO STUDS <br />9 EXT. WALL SHEATHING <br />SCALE: I1'•I'-0• <br />AEC N I T E C T E <br />Design <br />Gr u 1. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.can <br />AA k 0003325 <br />F <br />W <br />h <br />W <br />V <br />y <br />F2 <br />4 <br />K <br />c� <br />H <br />W <br />4 <br />F <br />C <br />O <br />F. <br />F-sumomv. & LOT <br />SILVERADO <br />LOT 7 <br />BLK 1 <br />PROJECT# <br />04128.000-07001 <br />MODE & <br />4EHB <br />"2605- HAYDEN" <br />GARAGE STIMO: <br />LEFT <br />PAGE: <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />ARCli <br />STATE OF FLORVA <br />DPUNT <br />A 10/21/16 <br />EiCA*-" 1/4"=V-0" <br />Ei <br />D 2 <br />