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4 AA Y 1 7 C! 7 <br />SECURE 2x6 MIN. TO 15LK W/ (2) V <br />CH ANOR BOLT W/ 2' WANNER SET <br />IN SIMP5ON HK.H STRENGTH <br />EPDXY 4' EMBED. <br />Lol��wr7n w��ldJ <br />SECURE 2x4 C <br />FLAT TO BLK <br />W/ CUT NAILS. <br />SIDES: 17 <br />2X6 GARAGE DOOR BUCK W/ (3) <br />VXS' J-BOLTS 4' EMBEDMENT MIN. <br />W/ 2'X2'XI6 WASHER AND NUT <br />SPACED EVENLY FROM FLOOR TO <br />GARAGE DOOR HDR IN JOINTS <br />PRIOR TO FILLING. <br />I-2X6 PT BLOCK s CENTER OF: <br />DOOR HEADER WIT )$'XS' J-BOLTS <br />4' EMBEDMENT W/ 2'X2'XJb' WASHER <br />AND NUT <br />El R <br />GARAGE DOOR <br />3 BUCK ATTACHMENT <br />SCALE: 1/2'•1'-0' <br />2X4X4' SECURE TO TRU85 W/ 3-12d <br />6'-8' O.C. MAX TYP. <br />2X4 SECURE TO 2X4 BLK W/2-12d <br />SECURE TO BLK W/ META-16 <br />2X4 SECURED TO <br />GABLE END <br />WRI /(2)i2d4EA. UPRIGHT <br />2X4 SECURED TO <br />GABLE ENG W/(2M2d <br />I 6'-8' OZ:. <br />pr_LLBLOCLOCKINGRAFTER <br />2x4 RAFTER <br />4 24' O.G. <br />(TYP) <br />ref FRAMED OVERHANG <br />`t NTS. <br />PRE-ENG TRUSSES W/TRUSS <br />CONNECTOR VERIFY W/ <br />FRAMING I'LAN <br />DOUBLE TOP PLATE <br />CRIPPLE STUDS 16, O.C. <br />MAX <br />HEADER SIZE PER SIMPSON LSTA-12 � EA. JACK <br />SPAN CHART. STUD, BOTH SIDES OF <br />OPENING. <br />2. STUDS 4 16' O.C. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />DOOR/ WITHM J' OF WINDOW/ DOOR <br />WINDOW OPENING AND SECURE PER <br />OI�NING� FASTENER SCHEDULE <br />`` KING STUDS (SEE HEADER <br />SPAN CHART FOR DETAILS <br />AND SPECIFICATION) <br />JAC" (SEE HEADER SPAN <br />�I I� CHART FOR DETAILS AND <br />f SPECIFICATION) <br />JACK STUD ASSEMBLY TO IN <br />SECURED ONE PLY 4 A TIME <br />USE 12d NAILS, TWO WITHIN 6' <br />FROM EACH END r NO MORE <br />ILIA11 THAN 12' OZ. STAGGERED <br />SP4 OR H5 4 TOP AND <br />BOTTOM PLATES 4 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 I'-4' MIN. FROM 2ND <br />TYP. EXTERIOR WINDOW/ DOOR FLR LINE. <br />cJ OPENING WD FRAMED W FLOOR TRUSS <br />SCALE: I/U'.I'-0' <br />FASTENER SCHEE>ULE <br />ROOF DIAPHRAGM <br />USE 1/16, OS" <br />. OR 1/2' CDX PLY WITH re RING SHANK GUN NAILS AT 4' O.C. AT <br />SUPPORTED PANEL EOGES AND d RING SHANK GUN NAILS AT 6' OL. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />ROOF SHEATHING TO GABLE END FRAME <br />USE •8 GIN NAILS 4 4' O.C. <br />EXTERIOR SHEATHING <br />USE 1/16' OSB. OR 1/2' PLY WITH EB RING SHAW GUN NAILS AT b' O.C. AT <br />PANEL SIDES AND '8 RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM <br />PANEL AND '8 RING SHANK GUN NAILS AT 6' O.C. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />NOTE: RING SHANK GIN NAILS SHALL BE PERMITTED AS AN <br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER <br />NAIL REQUIREMENTS <br />812E HEAD LENGTH DIA. TENSILE S7 <br />ad ROUNDUIODIFIE 2 3/8' J13 1T0000 TOP CORD BLOCKING AT 4' <br />OR T O.C. MAX. IN FIRST 2 FRAMING <br />NOTE, NAILS TO BE MFG. BY MEMBER OF INT. <br />STAPLE, NAIL 4 TOOL ASSOCIATION <br />I. 0.113 INCH NOMINAL NHANK DIAMETER <br />9. Ib TO 20 RINGS PER INCH <br />5.2 INCH NAIL LENGTH <br />ROOF 5HEATHINCz LAYOUT <br />AND ENDWALL SRAGINCs <br />2'-0" EXTENSION ® OPT SERVICE DR. �Q1NOT USED FOR GABLE END FRAMINCm <br />SCALE: IR'.I'-0' <br />SPACES AT EACH END. <br />RAFTER OR TRUSS <br />ROOF SHEATHING-1 <br />BUILDING LENGTH <br />1 STICK BUILT WALL DETAIL <br />N.Ts. <br />SP8 4 EA. STUD TOP N <br />BOTTOM <br />PRE-ENG TRUSSES Wm4wSS <br />CONNECTOR UP TO •1000 <br />UPLIFT <br />DOUBLE TOP PLATE <br />SIMPSON MSTA-24 4 EA. JACK <br />2.8 STUDS 4 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 4 £A. <br />SIDE OF OPENING <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY 4 A TIME. <br />USE 12d NAILS, TWO WITHN 6' <br />FROM EACH END 4 NO MORE <br />THAN 12' O.C. STAGGERED <br />WINDOW SILL W/CRIPPLES <br />16, O.C. <br />}' DIA ANCHOR BOLT <br />AT 16' O-C. MAX WITH T' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSON MSTAM-24 4 EA. <br />JACK, SECURED uu(3) Y4' X I <br />314' TAPCONS TO CMU <br />WIMIN. 2' COVER 4 2' APART <br />2X8 P.T. BOTTOM PLATE <br />5 WINDOW OPENING <br />® 2—STORY WALL <br />NG SHANK GUN NAILS • <' OL. <br />m <br />J <br />TYP. EXT. SHEATHING ATTACHMENT <br />FOR WALL SHEATHING (086 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 4 OPENINGS <br />TYP. EXT <br />F E-E <br />TRUSS <br />UI6' OS.B. <br />2X4 <br />PLATE <br />PLA <br />2X4 DBL. TOP PLATE <br />2X4 STUD 16' OZ. <br />T1*, 060. <br />1/2' A.B. W/ MIN. <br />I'EMBEOMEN7 <br />LOCATE b'-8' FROM ENDS <br />AND 32' OL. MAX. <br />TEXTURED FINISH <br />lt�8' <br />MTS-12 <br />META-16 <br />32' O.C. MAX. <br />. WALL <br />PfiE-ENGINEERED <br />TRUSS <br />KNEE WALL DETAIL <br />2 TO BLOCK <br />SCALE: I/['•I'-0' <br />A <br />SECURE 2x TO BLOCK <br />W/ (2) 1}' TAPCONS OR <br />DR VE <br />lMIN SPINHANK 912E J45) <br />nacaeT (MIN EMBED. I k) rc <br />WITHIN 8' OF EACH o� <br />7 END AND 18' O.C. MAX m LL <br />SPACING. <br />OSB. SHEATHING OR <br />}' COX PLYWOOD <br />RIXYH OPENING <br />--- 2x4 BLOCKS <br />CM0.0 WALL <br />6 ARCH WINDOW FRAME A SECTION <br />SCALE: I/1'.I'_0• <br />cAS RWG SHANK GUN NAILS <br />• 6' O.C. IN FIELD <br />SHEATHING (OSB. TO BE STRUCTURAL GRADE) <br />E8 2' DECK SCREWS • 6'-8' <br />OC. MAX 4 EDGES r 12' O.C. <br />MAX IN FIELD. UNTWEADED <br />NK 'SHATO EXTEND BEYOND' <br />THICKNESS OF SUB -FLOOR <br />SHEATHING <br />TYP. 3/4' TAG SUB -FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />PRE-ENG. TRUSS <br />DEL. 2X TOP PLATE <br />1llb' OSB. <br />2X BLOCKING 4 <br />TOP OF <br />VI6' OSB. <br />2X STUDS VV OL. MAX. <br />2X BTM. PLATE <br />3/4' FLOOR DECKING i <br />PRE- ENGINEERED e <br />FLOOR TRUSS pp4@aap <br />2X4 4 TOP L �I <br />1 BOTTOM CONT. it <br />HETA-16 <br />BLK WALL <br />Q CONTINUOUS SHEATHING TO BEGIN AT TOP OF 5LK. <br />W/ 1/4' GAP FROM BLK TO O.S.M. <br />OF'ERMIETER OF 2X <br />OSBF. STRUCTURAL TO PROVIDE CONT.NAIIL PATTERN <br />O REMAINING AREA TO BE SHEATHED FROM D5L. TOP <br />PLATE TO HORIZONTAL BLOCKING. <br />® SHEATHING 4 TOP OF WOOD FRAMED WALL TO BE <br />STAGGERED MIN. OF 16' FROM SHEET BELOW <br />O INSTALL ALL SHEETS WFACE CAZ41N PARALLEL <br />TO STUDS <br />9 EXT. WALL SHEATHING <br />SCALE: 1/2'•1'-0' <br />L44i N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA 8: 0003325 <br />F <br />W <br />y <br />V <br />W <br />y <br />2 <br />U <br />y <br />W <br />O <br />F <br />A <br />F <br />U <br />A <br />aysaiv. a. LoT <br />SILVERADO <br />LOT #16 <br />BLK #1 <br />PROJffiC1y/ <br />04128.000-16001 <br />MODE <br />4EGB <br />"GALEN" <br />GARAGE OWWO: <br />RIGHT <br />PACE: <br />MISC. <br />DETAILS <br />50 MPH EXP. B <br />ARCHITECT-. <br />STATE OF F'LOM <br />r11/07/16: 1/4"=1'-0" lqzmT <br />Ti <br />