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♦ O! Y I T C I• T a <br />SECURE 2x6 MIN. TO BLK W/ (2) k/' <br />ANCHOR BOLT W/2'WASHER SET <br />IN SIMPSON HIGH STRENGTH <br />EPDXY 4' EMBED. <br />SECURE 2x4 < <br />FLAT TO BLK <br />W/ CUT NAILS. <br />SIDES: [9 <br />2X6 GARAGE DOOR BUCK W/ (3) <br />VXS' J-BOLTS 4' EMBEDMENT MIN. <br />W/ 2'XNA WASHER AND NUT <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 HEADERR WKU)S'X8' J-BOLTS <br />4' EMBEDMENT W/ 2'X2'Xl(r' WASHER <br />AND NUT <br />O 17 <br />GARAGE DOOR <br />r3JBUCK ATTACHMENT <br />SCALE: IR'•1'-0' <br />q <br />2X4X4' SECU� TO TR 165 W/ 3-12d "._IS. O.C. MAX TYP. <br />2X4 SECURE TO 2X4 BLK W/2-12d <br />SECURE TO BLK W/ META-16 <br />r-7 2'-0" EXTENSION @ OPT SERVICE DR. <br />SCALE, I/2'•I'-0' <br />2X4 SECURED TO <br />GABLE END <br />W/(2)I2d.EA. UPRIGHT <br />2X4 SECURED TO <br />GABLE ENG WK2N2d <br />6'-8' O.C. <br />L-30 <br />i!!r <br />BLOCKING <br />Tx4 BLOCKING <br />EA. RAFTER <br />L-30 EA <br />RAFTER <br />EA. <br />TER <br />2.4 <br />FRAMING <br />(TYP) <br />�4�FRAMED OVERHANG <br />8 NOT USED <br />STICK BUILT WALL DETAIL <br />J N.TS. <br />N W _ PRE-ENG TRUSSES W/ TRUSS <br />1 <br />•'roo <br />Im <br />E!, <br />Ir Z! <br />FOR! <br />e <br />mill <br />CONNECTOR VERIFY W/ <br />FRAMING PLAN <br />DOUBLE TOP PLATE <br />— CRIPPLE STUDS a IW OL. <br />MAX <br />SIMPSON LSTA-12 ♦ EA. JACK <br />STUD, BOTH SIDES OF <br />OPENING. <br />2, STUDS a 16' OZ. MAX W/ <br />SHEATHING, SHEATHING TO BE <br />WITHIN }' OF WINDOW/ DOOR <br />OPENING AND SECURE PER <br />FASTENER SCHEDULE <br />it KING STUDS (SEE HEADER <br />SPAN CHART FOR DETAILS <br />AND SPECIFICATION) <br />JACKS (SEE HEADER SPAN <br />CHART FOR DETAILS AND <br />SPECIFICATION) <br />L JAGK STUD ASSEMBLY TO BE <br />SECURED ONE PLY • A TIME, <br />USE 12d NAILS, TWO WITHIN W <br />FROM EACH END t NO MORE <br />THAN 12' OC- STAGGERED <br />-- SP4 OR H5 s TOP AND <br />BOTTOM PLATES a 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 />BREAK 1'-4' MIN. FROM 2ND <br />TYP. EXTERIOR WINDOW/ DOOR FLR LINE. <br />`� JOPENING WD FRAMED �/FLOOR TRUSS <br />9CALEIQ'•I'_0• <br />FASTENER SCHEQUL-E <br />ROOF DIAPHRAGM <br />USE 1/16' OSB. OR 1/2' CDX PLY WITH 'S RING SHAW, GIN NAILS AT 4' OL. AT <br />SUPPORTED PANEL EDGES AND '8 RING SHANK GUN NAILS AT 6' O.C. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />WOOF SHEATHING TO GABLE END FRAME <br />USE % GIN NAILS • 4' O.C. <br />EXTERIOR SHEATHING <br />USE 1/16' OSB. OR 1/2' PLY WITH ffi RING SHANK GUN NAILS AT 6' OL. AT <br />PANEL SIDES AND 'S RING SHANK GW NAILS 4' OL. TOP I BOTTOM <br />PANEL AND '8 RING SHANK GUN NAILS AT 6' OL. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />NOTE: <br />RING SHANK GUN NAILS SHALL BE PERMITTED AS AN <br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER <br />NAIL (REQUIREMENTS <br />SIZE HEAD 1 LENGTH IDIA. lTrNSILE STRJ <br />8d <br />ROUJDJMODFIE <br />2 3/8' <br />J13 <br />1T0,000 <br />TOP CORD BLOCKING AT 4' <br />OR T <br />O.C. MAX. IN FIRST 2 FRAMING <br />SPACES AT EACH END. <br />NOTE, NAILS TO BE MFG. BY MEMBER OF INT. <br />RAFTER OR <br />STAPLE, NAIL 4 TOOL ASSOCIATION <br />I. 0.113 INCH NOMINAL 9FIANK DIAMETER <br />ROOF SHEATHING <br />IAMETE <br />16 TO 20 RINGS PER INCH <br />1_. <br />rUL3. <br />JR <br />5.2 INCH NAIL LENGTH <br />i <br />z <br />_ l__-1In <br />-E�l <br />p <br />5 3 <br />W <br />ROOF SHEATHING LAYOUT <br />AND ENDWALL BRACING, <br />FOR GABLE END FRAMING <br />61=8 a EA. STUD TOP 4 <br />BOTTOM <br />F'W-ENG TRUSSES W/TRUSS <br />CONNECTOR UP TO 11000 <br />UPLIFT <br />DOUBLE TOP PLATE <br />SIMPSON META-24 s EA JACK <br />2x8 STUDS • 16' OL. 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' OL. STAGGERED <br />WINDOW SILL W/CRIPPLES e <br />IS, OL. <br />}' DIA ANCHOR BOLT <br />AT I6' O.C. MAX WITH T' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSON M57AM-24 a EA. <br />JACK, SECURED W/(3)Y' X 1 <br />3/4' TAPCONS TO CP1U <br />W/MIN. 2' COVER N 2' APART <br />2X8 P.T. BOTTOM PLATE <br />5 WINDOW OPENING <br />C� 2—STORY WALL <br />xni�s • 4• oc. <br />Z <br />"J e <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 (OSB. TO BE STRUCTURAL <br />GRADE) CONNECTORS FROM STUD TO PLATE ARE <br />NOT REQUIRED EXCEPT a OPENINGS <br />Y <br />TRUSA.- <br />MTS- <br />,/16' <br />2X4 <br />BTM.2X4 <br />PLA <br />DBL. TOP PLATE <br />2X4 STUD *'Or-. <br />,/16' 050. <br />1/2' AB. W/ MNJ. <br />I.EMBEDMENT <br />LOCATE 6'-8' FRCP I ENDS <br />AND 32' OL. MAX. <br />TEXTURED FINISH <br />MS-ITSMETA-lb <br />32' O <br />CMU WALL <br />PRE-ENGINEE�D <br />TRUSS <br />KNEE WALL DETAIL <br />2 TO BLOCK <br />SCALE: 1/2'4'-0- <br />A <br />SECURE 2x i0 BLOCK <br />W/ l2) �' TAF'CON8 OR <br />DRIVE PIN <br />(MIN SHANK SIZE .145) _ <br />(MIN EMBED. 1 g <br />rl'£cs♦r <br />WITHIN 8' OF EACH <br />C <br />END AND 18' OL. HAX- <br />SPACING. <br />O.5B. SHEATHING OR <br />}' CDX PLYWOOD <br />I <br />U, TOT--o! <br />2x4 BLOCKS <br />- <br />CMU WALL <br />I <br />- - <br />�RCH WINDOW FRAME A SECTION <br />v SCALE; 1/2'-1'-0' <br />�-8 RING SHANK GUN NAILS <br />• 6' Of IN FIELD <br />TYP. EXT. SHEATHING ATTACHMENT FOR ROOF <br />SHEATHING (OSB. TO BE STRUCTURAL GRADE) <br />'8 2' DECK SCREWS � 6'-8' <br />OG. MAX ♦ EDGES t 12' OL. <br />MAX IN FIELD. UNTHREADED <br />'SHANK TO EXTEND BEYOND <br />THICKNESS OF SUB -FLOOR <br />SHEATHING <br />TYP. 3/4' T,G SUB-fLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />PRE-ENG. TRUSS -� <br />DBL. 2X TOP PLATE <br />l/ 6' O.Z.B. <br />2X BLOCKING s <br />TOP OF <br />,/I6' OSB. <br />2X STUDS 16' O.C. MAX. .� <br />2X BTM. PLATE <br />3/4' FLOOR DECKNG i <br />PRE- ENGINEERED s <br />FLOOR TRUSS <br />2X4 s TOP <br />BOTTOM COAT. <br />META-16 <br />BLK WALL <br />QI CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK, <br />W/ 1/4, GAP FROM BLK TO OSB. <br />O HORIZONTAL 2X $PP. STRUCTURAL BLOCKING AT <br />PERIMETER OF OSB. TO PROVIDE CONT. NAIL PATTERN <br />Q3 REMAINING AREA TO BE SHEATHED FROM DEL. TOP <br />PLATE TO HORIZONTAL BLOCKING. <br />® SHEATHING • TOP OF WOOD FRAMED WALL TO BE <br />STAGGERED MIN. OF 16' FROM SHEET BELOW <br />Q5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL <br />TO STUDS <br />9 EXT. WALL SHEATHING <br />SCALE: I/1''I'-0' <br />L441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />W <br />V <br />y <br />2 <br />O <br />�4 <br />U <br />y <br />O <br />O <br />FF <br />ti <br />Sv077. de LOT: <br />SILVERADO <br />LOT 13 <br />BLK 1 <br />PROJECT# <br />04128.000-13001 <br />MODET2 <br />4EAB <br />"1672-ARIA" <br />GARAGE S W7NO: <br />LEFT <br />PAGE: <br />MISC. <br />DETAILS <br />50 MPH EXP. B <br />ARCHITECT. <br />STATE OF FLEA <br />DA� 11/04/16 <br />SCATM 1/4"=V-0" <br />ST;EETlj^ <br />