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SECURE 2,6 MIN, TO BLK W/III K' <br />ANCHOR BOLT W/ 2' WASHER SET <br />IN SIMPSON HIGH STRENGTH <br />EPDXY 4' EMBED. <br />❑ <br />❑ <br />zil <br />-.1 1 <br />FLAT TO BLK <br />- <br />W/ CUT NAILS. <br />- <br />SIDES: <br />0 <br />2X6 GARAGE DOOR BUCK W/ (3) <br />1$'X_' J-BOLTS 4' EMBEDMENT MIN. <br />W/ 2'X2'XYO WASHER AND NUT <br />SPACED EVENLY FROM FLOOR TO <br />GARAGE DOOR HDR IN JOINTS <br />PRIOR TO FILLING. <br />1-2X6 PT BLOCK a CENTER OF <br />DOOR HEADER WKI)h'X8' J-BOLTS <br />4' EMBEDMENT W/ 2'X2'X6, WASHER <br />AND NUT <br />__... <br />—. <br />El <br />GARAGE DOOR <br />3 BUCK ATTACHMENT <br />SCALE: 12'.1'-0' <br />2X4X4' SECURE TO TRU99 W/ 3-12d <br />b'-8' Of MAX TYP. <br />2X4 SECURE TO 2X4 BLK W/1-12d <br />SECURE TO BLK W/ META-16 <br />2X4 SECURED TO <br />GABLE END <br />W/(2)12deEA. UPRIGHT <br />L2x4 BLOCKING <br />• EA. RAFTER <br />L-30 EA. <br />RAFTER <br />N29 EA <br />RAFTER <br />2x4 RAFTER <br />24' OZ. <br />�,,� FRAMED OVERHANG <br />%1 STICK BUILT WALL DETAIL <br />1 N.TS. <br />�II■LI�'■ <br />III■ <br />_ _ <br />Illi <br />.,��ti <br />� <br />N <br />li <br />Ir <br />'I.i.l■IrII <br />L. <br />I <br />PRE-ENG TRUSSES W/TRUSS <br />CONNECTOR VERIFY W/ <br />FRAMING PLAN <br />DOUBLE TOP PLATE <br />CRIPPLE STUDS s 16, OC. <br />MAX <br />SIMPSON LSTA-12 a EA. JACK <br />STUD, BOTH SIDES OF <br />OPENING. <br />2x STUDS a I6' OC. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />WITHIN;' 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 />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 126 NAILS, TWO WITHIN 6' <br />FROM EACH END 4 NO MORE <br />THAN 12' OC. STAGGERED <br />SP4 OR HS • 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 />BREAK 1'-4' MIN. FROM 2ND <br />TYP. EXTERIOR WINDOW/ DOOR FLR LINE. <br />rJ OPENING WD FRAMED W FLOOR TRUSS <br />SCALE: 12'.I'-0' <br />FASTENER SCHEE>ULE <br />ROOF DIAPHRAGM <br />USE 1/I6' OSB. OR 1/2' GDX PLY WITH 8 RING SHANK GUN NAILS AT 4' OC. AT <br />SIUPPORTED PANEL EDGES AND % RING SHANK GW NAILS AT 6' O.C. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL, <br />ROOF SHEATHING TO GABLE END FRAME <br />USE 'b GW NAILS a 4' D.C. <br />EXTERIOR SHEATHING <br />USE 1/16' OSB. OR 12' PLY WITH'S RING SHANK GUN NAILS AT 6' OC. AT <br />PANEL SIDES AND % RING SHANK GUN NAILS 4' OC. TOP 1 BOTTOM <br />PANEL AND 'B RING SHANK GUN NAILS AT 6' OZ. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />NOTE: RING SHANK CAN NAILS SHALL BE PERMITTED AS AN <br />ACCEPTABLE FASTENER FROM MY MANIIFACTURER <br />NAIL REQUIREMENTS <br />SIZE HEAD LENGTH DIA. TENSILE 9 TOP CORD BLOCKING AT 4' <br />ed ROIUNDMODIFIE 2 3/8' J13 110Ja00 L <br />OR T O.C. MAX. IN FIRST 2 FRAMING 5 <br />NOTE: NAILS TO BE MFG. BY MEMBER OF INT. <br />STAPLE, NAIL 4 TOOL ASSOCIATION <br />L 0.113 INCH NOMINAL SHANK DIAMETER <br />T I I T <br />3. 16 TO 20 RINGS PER INCH <br />4 T <br />5. 2 INCH NAIL LENGTH <br />ROOF SHEATHING LAYOUT <br />AND ENDWALL BRACING <br />2'—O" EXTENSION ® OPT SERVICE DR. 8 NOT USED FOR GABLE END FRAMING <br />SCALE: 1/2',I'-0' <br />SPACES AT EACH END. <br />RAFTER OR TRUSS <br />ROOF SHEATHING <br />w <br />90 <br />BUILDING LENGTH <br />SPS a EA. STUD TOP N <br />BOTTOM <br />PRE-ENG TRUSSES W/TRUSS <br />CONNECTOR UP TO -1000 <br />UPLIFT <br />DOUBLE TOP PLATE <br />SIMPSON MSTA-24 O EA. JACK <br />2x8 STUDS a 16' OC. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />WITHIN 1' 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 e A TIME. <br />USE 126 NAILS, TWO WITHIN 6' <br />FROM EACH END N NO MORE <br />THAN 12' OC. STAGGERED <br />WINDOW SILL W/(::RIPPLES <br />16, O.C. <br />I' DIA ANCHOR BOLT <br />AT 16' O.C. MAX WITH 1' <br />EMBEDMENT AND 2' <br />VIA. WASHER <br />SIMPSON MSTAM-24 a EA. <br />JACK, SECURED WK3) Ys' X 1 <br />3/4' TAFCCNS TO CMW/M$L 2' COVER 4 2' APART <br />2X9 P.T. BOTTOM PLATE <br />WINDOW OPENING <br />Ce? 2—STORY WALL <br />re — sw. c NAas . 4� oc. <br />I� T 1i <br />J <br />z <br />1 <br />TYP. EXT. SHEATHING ATTACHMENT <br />FOR WALL SHEATHING (OSB TO BE <br />STRUCTURAL GRADE) <br />NOTE: TYP. EXT. SHEATHING ATTACHMENT <br />FOR SHEAR N UPLIFT (OSB. TO BE STRUCTURAL <br />GRADE) CONNECTORS FROM STUD TO PLATE ARE <br />NOT REOUIRED EXCEPT s OPENINGS <br />F <br />I la <br />6 of <br />TRUSS <br />MTS-12 <br />1/16' OSB. <br />2X4 <br />BTM. <br />PLATE <br />2X4 DBL. TOP PLATE <br />2X4 STUD I6' OC. <br />1/16, OSB. <br />1/2' AS. W/ MIN, <br />1' EMBEDMENT <br />LOCATE 6'-A'PROM ENDS <br />AND 32' OC. MAX. <br />TEXTURED FINISH <br />MT8-12 <br />META-16 <br />32' O.C. MAX. <br />8' . WALL <br />KNEE WALL DETAIL <br />2 TO BLOCK <br />SCALE: 12' • I'-0' <br />A SECURE 2. TO BLOCK <br />W/ (2) &' TAPCONS OR <br />DRIVE PIN <br />_ IMIN SHANK SIZE J45) <br />Inffuet I. lMIN EMBED. 1 i') <br />1 WITHIN S. <br />OF EACH <br />END AND 18' CC. MAX n <br />SPACING. <br />L, RING SHANK GUN NAILS <br />s 6' O.L. IN FIELD <br />&' O.SB. SHEATHING OR <br />I' COX PLYWOOD <br />WALL <br />6 ARCH WINDOW FRAME <br />SCALE: <br />TYP. EXT. SHEATHING ATTACHMENT FOR ROOF <br />SHEATHING (OSB. TO BE STRUCTURAL GRADE) <br />'S 2' DECK _CREWS • &`a' <br />OZ. MAX a EDGES 1 11' OZ. <br />MAX IN FIELD. UNTHREADED <br />H '_ANK TO EXTEND BEYOND' <br />THICKNESS OF SUB -FLOOR <br />SHEATHING <br />TYP. 3/4' TNG SUB -FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />A SECTION <br />PRE-ENG. TRUSS <br />�I <br />DBL. 2X TOP PLATE - <br />l/16' OSB. <br />2X BLOCKING a �+ <br />TOP OF <br />1 A6' OSB. <br />2X STUDS 16 <br />' <br />2X BTM. PLATE w <br />3/4' FLOOR DECKING <br />PRE- ENGINEERED aI <br />FLOOR TRUSS <br />2X4 a TOP <br />BOTTOM CONT. <br />HETA-I6 <br />BLK. WALL VVV <br />Of CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK <br />W/ 1/4' GAP FROM BLK TO 0.86. <br />O HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT <br />PERIMETER OF OSB. TO PROVIDE CONT. NAIL PATTERN <br />0 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 16' FROM SHEET BELOW <br />QS INSTALL ALL SHEETS WiFACE GRAIN PARALLEL <br />TO STUDS <br />9 EXT. WALL SHEATHING <br />SCALE: 12'•P-0• <br />A R C N I T E C T 8 <br />6 <br />Design <br />Grou <br />141 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA Y: 0003325 <br />W <br />H <br />O <br />V <br />2 <br />0 <br />V <br />h <br />C <br />F <br />c <br />w <br />m <br />Eluzmrv. de LOT: <br />SILVERADO <br />LOT 14 <br />BLK 1 <br />PROJECT* <br />04128.000-14001 <br />moDalu <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 9VMG: <br />RIGHT <br />PAGE: <br />MISC. <br />DETAILS <br />k.150 MPH EXP. B <br />ARCHMECT <br />STATE OF FLORDA <br />4 n <br />V <br />D 11/03/16 <br />SCAN: 1 /4"= V — 0" <br />ar3EET <br />22 <br />