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—1114 <br />PFiE-ENGINEERED <br />TRUES <br />W-O' MIN, <br />MTS-12 <br />BOTTOM PLATE, <br />1/16' OSB. <br />(2) 12d NAILS AT I <br />2X4 <br />EA STUD. <br />6TM. <br />PLATE <br />2X4 DEL. TOP PLATE <br />2X4 STUD 16' O,C. <br />Tnb• oJB. <br />Vi' AB. W/ MIN. <br />T' EMBEDMENT <br />LOCATE b'-S' FROM ENDS <br />AND 32' CZ. MAX. <br />TEXTURED FINISH <br />MTS-12 <br />META-16 <br />3210 MAX 8' CMU WALL <br />(2) 12d NAILS WITHIN 4. OF EA <br />PRE-ENGINEERED <br />END 4 (2) 12d NAILS • 12' 00. <br />TRUSS <br />MAX IN FIELD. <br />_STICK BUILT WALL DETAIL <br />1 N.T$. <br />KNEE WALL DETAIL <br />0 C i{ <br />SCALE: 1/2•.I'-0' <br />SECURE 2x6 MIN. t0 BLK W/ (2))5' <br />ANGIIOR BOLT W/ 1' WASHER SET <br />IN SIMP60N HKsH STRENGTH <br />EPDXY 4' EMBED. <br />2X4 SECURED TO <br />GABLE END <br />W/(2A2d*EA UPRKaI•IT <br />PRE-ENG TRUSSES W/ TRUSS <br />CONNECTOR VERIFY W/ <br />CONNECTOR <br />PLAN <br />DOUBLE TOP PLATE• <br />CRIPPLE STUDS 16. O.C. <br />MAX <br />SPS • EA STUD TOP 4 <br />BOTTOM <br />PRE-ENG TRUSSES W/rlgm <br />C4ONNUEGTOR UP TO 'IU800 <br />PLIFT <br />DOUBLE TOP PLATE <br />A <br />SECURE 2x 70 BLOCK <br />W/ (2) &' TAPOONS OR <br />DRIVE PIN <br />(MIN SHANK SIZE J45) <br />HEADER <br />1 .9 <br />SEC M 2X4 ON <br />FLAT TO BLK <br />O <br />HEADER SIZE PER <br />SPAN CHART, <br />FH4lGd8T <br />L <br />2X4 SECURED i0 <br />GABLE E. W/(2)12d <br />SIMPSON LSTA-12 EA JACK <br />STUD, BOTH SIDES OF <br />OPENING. <br />2. STUDS 16' O.G. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />WITHIN 3. OF WINDOW/ DOOR <br />OPEnirr, as• <br />SIMPSON MSTA-24 EA JACK <br />2xS STUDS • I6. OG. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />WITHIN }' OF WINDOW/ DOOR <br />OPENING AND SECURE PER <br />FASTENER SCHEDULE <br />(MN EMBED. I I-) g <br />WITHIN 8. OF EACH o"� <br />END AND 18' OG. MAX <br />SP•CI '' <br />J' O.SB. SHEATHING OR <br />DOOR/ <br />W/ CUT NAILS. <br />WINDOIU <br />OPENING <br />OPENING AND SECURE PER <br />FASTENER SCHEDULE <br />(2) STUDS, (2) JACKS • EA <br />JADE OF OPENING <br />Rou�u oPEw�rw <br />;' COX PLYWOOD <br />- <br />'� 91DE8 <br />2XB GARAGE DOOR BUCK W/ (3) <br />2X & )-BOLTS 4' EMBEDMENT MIN. <br />W/ 2'X2'>% WASHER AND NUT <br />SPACED EVENLY FROM FLOOR TO <br />GARAGE DOOR HOP. IN JOINTS <br />PRIOR 70 FILLING. <br />1-2X6 FT BLOCK • CENTER OF <br />DOOR HEADER W/(11)5'X8• J-BOLTS <br />4' EMBEDMENT W/ 2'X2'XY4' WASHER <br />AND NUT <br />'� <br />OO <br />A <br />L • <br />GABLE BLOCKING <br />TR189 2x4 BLOCKING <br />EA RAFTER <br />L-30 EA <br />RAFTER <br />H2$ EA <br />RAFTER <br />2x4 RAFTER <br />• 24. O.C. <br />2x4 <br />FRAMING <br />(TYP) <br />I� <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 />BE <br />JACK STUD A96-LY TIME. <br />SECURED ONE PLr A TIME. <br />USE @d NAILS, T40 WITHIN b' <br />FROM EACH END 4 NO MORE <br />THAN 11. O.C. 9TAGGERED <br />6P4 OR NS TOP AND <br />BOTTOM PLATES • EA FULL <br />LENGTH STUD, BOTH 91DE8 <br />OF OPENING. <br />SHEATHING TO LAP TO TOP <br />OF MASONRY WALL. <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 0' O.G. STAGGERED <br />WINDOW SILL W/CRIPPLEJ <br />I6' OG. <br />I' DIA ANCHOR BOLL <br />AT I6' O.C. MAX WITH T' <br />EMBEDMENT AND 1' <br />CIA. WASHER <br />_ <br />AGK, SESECURED W/ • EA <br />SPECIFIED ANCHORS <br />2XS P.T. BOTTOM PLATE <br />2x4 BLOCKS <br />CM WALL <br />' <br />so <br />a <br />To s'-m• <br />F-F c T 91L <br />1 <br />- <br />__ NOTES_. _.__ <br />ALL ANCHORS SHALL BE IN ACCORDANCE TO <br />MANUFACTURER'S INSTALLATION NSTR.IGTIONB WHERE <br />SHEATHING MUST NOT <br />SUCH INSTRUCTIONS ARE MORE STRINGENT <br />BREAK I'-4- MIN. FROM 2ND <br />GARAGE DOOR <br />1BUCK ATTACHMENT <br />v SCALE, I/2'•1'-0' <br />%1 FRAMED OVERHANG <br />`F N.TS. <br />TYP. <br />��10PENING <br />EXTERIOR WINDOW DOOR <br />� <br />WD FRAMED (W/FLOOR <br />FLR LINE. <br />TRUSS <br />WINDOW <br />® 2—STORY <br />OPENING <br />WALL <br />FRAME A SECTION <br />(� ARCH WINDOW <br />v SCALE: V2'.I'•0' <br />BCALEIR'.I'-0' <br />3 ® <br />FASTENER SCHEDULE <br />NOTE%TYP. EXT. SHEATHING ATTACHMENT <br />ROOF DIAPHRAGM <br />USE 1/16' Oba OR 1/2' COX PLY WITH -6 RING SHANK <br />GUN NAILS AT 4' O.G. AT <br />ro Rix -- wn nails . a• a.c. <br />T— , EOTTQ'I EIXaE6 <br />FOR BEAR 4 UPLIFT (0.88. TO BE STRUCTURAL <br />GRADE) CONNECTOR. FROM STUD TO PLATE Al. <br />SUPPORTED PANEL EDGES AND 'e RING SHANK GUN NAILS AT 6. O.C. AT <br />NOT REQUIRED EXCEPT OPENINGS <br />PRE-ENG TRUSS <br />INTERMEDIATE SUPPORTS. SEE DETAIL <br />DEL. 2X 70P PLATE <br />ROOF SHEATHING TO GABLE END FRAME <br />USE 'S GUN NAILS • 4' OL. <br />VI6' OSB. <br />- <br />2X BLOCKING <br />EXTERIOR SHEATHING <br />w <br />TOP OF <br />9 <br />USE IAW O.S.M. OR 1/2' PLY WITH'S RING SHANK GUN NAILS AT 6' O.G. AT <br />PANEL SIDES AND -6 RING SHANK GW NAILS 4' O.C. TOP 4 BOTTOM <br />PANEL AND 'S SHANK GUN NAILS AT b' OZ. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL <br />NOTE, RING SHANK GNAILS SHALL BE PERMITTED AS AN <br />GUN <br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER <br />o) <br />J <br />a <br />y <br />3 <br />o <br />C '6 RING C. IN FIELD gHyNK C�JN NAILS <br />O <br />• b' .C. <br />T/Ib' O$B. <br />2X STUDS 16. OZ. MAX <br />IX BTi"I. PLATE <br />3/4' FLOOR DECKING ' <br />NAIL REQUIREMENTS <br />m <br />wa <br />PRE-FEOO FEETR�USB a <br />- <br />2X4X4' SECURE TO TRU98 W/ 3-17d <br />W-8' OL, MAX TYP. <br />2X4 SECURE TO 2X4 BLK W/2-IId <br />SECURE TO BLK W/ META-16 <br />SIZE HEAD LENGTH DIA TENSILE S <br />8d ROWDMODIFI 2 3/8' JI3 M0p00 <br />OR T <br />NOSE, NAI(�S TO BE M1FG. BY H gg��11RR OP INT. <br />STAPLE, NAIL 4 TOOL AS80CIATION <br />I. m.tl3 INCH NOMINAL SHANK DIAMETER <br />$. RNG DIAMETER OF 0IDI2 OVER SHANK DIN-IETER <br />3. 16 TO 20 PoNGS PER INCH <br />4, 0280 INCH RJLL ROUND HEAD DIAMETER <br />S. 2 ING41 NAIL LENGTH <br />ROOF SF IEATNINCs LAYOUT <br />AND ENDWALL BRACING <br />TOP CORD BLOGGNG AT 4' <br />O.C.MAX M FIRST 2 PRAMW <br />SPACES AT EACH END. <br />RAFTER OR TRUSS o <br />ROOF SHEATHING V <br />0 t) <br />l BUILDING LENGTH <br />9 <br />_W <br />LL <br />Z <br />� U <br />gf 0 <br />6 <br />F <br />2X4 • TOP 4 <br />W/ (S) 12d NAILS <br />�TTCM �T' N0 <br />HETA-16 <br />BLK WALL <br />Q CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK <br />W/ 1/4' GAP FROM BLK TO O$B. <br />O HORIZONTAL 2X $PP. STRUCTURAL BLOCKING AT <br />PERIMETER OF O.Sa TO PROVIDE CONT. NAIL PATTERN <br />OO REMAINING AREA TO BE SHEATHED FROM DEL. TOP <br />PLATE TO FUORZONTAL BLOCKING. <br />SHEATHING TOP OF WOOD FRAMED WALL TO BE <br />STAGGERED MIN. OF 16' FROM SHEET BELOW <br />09 INSTALL ALL SHEETS WiFACE GRAIN PARALLEL <br />TO STUDS <br />— <br />TYP. EXT. SHEATHING T ATTACHMENT FOR ROOF <br />SHEATHING (O$B. TO BE STRUCTURAL GRADE) <br />m <br />y '8 2' DECK SCREWS - b•-a' <br />w MAX MAXN FIELD UNTHREADED <br />'SHANK TO EXTEND BEYOND' <br />o THICIQNESS OF SUB -FLOOR <br />SHEATHING <br />�� <br />F <br />ryP, EXT. SHEATHING ATTACHMENT <br />2'-0" EXT VISION ®oP S C <br />%R1NOT USED <br />v <br />FOR GABLE END FRAMING <br />FOR <br />WALL SHEATHING (065 TO <br />STRUCTURAL GRADE) <br />BE <br />TYP. 3/4' TAG JUB-FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBER) <br />EXT. WALL <br />7 SCALE: I!1'•I'-0' <br />1SHE0ATHING <br />� <br />A E C N I T E C T 8 <br />Group" <br />Design <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />AA #: 0003325 A <br />W <br />rq <br />O <br />R <br />y <br />O <br />R <br />I <br />IUDDIV. So WTI <br />SILVERADO <br />LOT 18 <br />LOT 6 <br />IpRo OCT# <br />04128.000-01861 <br />MODMU <br />4EHB <br />"2605-HAYDEN" <br />GARAGE OWING. <br />RIGHT <br />PAGE: <br />MISC. <br />DETAILS <br />150 MPH EXP. $ <br />MINT <br />11/08/17 <br />EICAIM 1/4"=1'-0" <br />asmET <br />