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PRE-ENGINEERED <br />a•-m• MIN. <br />TRUSS <br />MT$-Q <br />BOTTOM PL <br />1 6' o6z. <br />(2) Qd NAILS AT <br />I <br />EA STUD. <br />I5 Ml <br />PLATE <br />IX4 DBL. TOP PLATE <br />2X4 STUD 16' O.C. <br />1/2' AS, W/ MIN. <br />l' EMBEDMENT <br />LOCATE W-S• R&7M ENDS <br />AND 32' O.C. MAX. <br />I� <br />TEXTURED FINISH <br />MTS-Q <br />META -lb <br />92' O.C. MAX. <br />S' CM WALL <br />(2) 12d NAILS WITHIN4' O' EA <br />PRE-ENGINEERED <br />END 4 (2) 12d NAILS o 12' O.C. <br />TRUSS <br />MAX IN FIELD. <br />KNEE WALL DETAIL <br />1 STICK BUILT WALL DETAIL <br />N.t.B. <br />2 TO B CK <br />SCALE: Vl'.I••0• <br />BPS • EA. STUD TOP <br />SECURE MIN, TO BLS W/ <br />PRE-ENG TRUSSES W/ TRUSS <br />CONVECTOR VERIFY W/ <br />BOTTOM <br />ANCHOR BOLL W/ 2' WASHER SET <br />S SET <br />FRAMING PLAN <br />PRE-ENG TR198E0 W/fR188 <br />IN SIMPSON HIGH STRENGTH <br />DOUBLE TOP PLATE <br />✓-FADER <br />TOR UP TO 1)a00 <br />SECURE 2z BLOCK <br />EPDXY 4' EMBED. <br />2X4 SECURED TO <br />UPLIFT <br />W/ (2) �' TAPCGNB OR <br />PC <br />- <br />GABLE END <br />W/(2n2doEA UPRIGHT <br />2X4 SECURED TO <br />CRIPPLE STUDS • I6' OP. <br />MAX <br />SIMPSON LSTA-Q o EA JACK <br />DOUBLE TOP PLATE <br />SIMPSON META-24 o EA. JACK <br />DRIVE PIN <br />IMIN SHANK SIZE J.) <br />(MIN EMBED. I j') g <br />ED <br />° - <br />- <br />HEADER SIZE PER <br />!'IYCA•T <br />0 � <br />O. <br />GABLE ENG W/(2)Qd <br />SPAN CHART. <br />STUD, BOTH SIDES OF <br />2x8 STUDS • K' O.C. MAX W/ <br />WITHIN $' EACH �. <br />- <br />6•-B• OG. <br />OPENING. <br />SNEAtHING. SHEATHING TO BE <br />END AND ES' OC. MAX <br />2. STUDS • IW O.C. MAX W/ <br />WITHIN I' O° WINDOW/ DOOR <br />SPACE' <br />SECURE 2z4 ON <br />SHEATHING. SHEATHING i0 BE <br />oceuiw as' <br />OPENING AND SECURE PER <br />- <br />- <br />FLAT TO BLK <br />DOOR/ <br />WITHIN I' 6 WINDOW/ DOOR <br />FASTENER SCHEDULE <br />1 <br />�' OSB. SHEATHING OR <br />W/ CUT NAILS. <br />WINDOW <br />OPENING AND SECURE PER <br />(2) STUDS, f2) JACKS o EA <br />I' COX PLYWOOD � <br />- <br />.�. <br />OPENING <br />FASTENER SCHEDULE <br />SIDE OF OPENING <br />KING STUD 9 (SEE HEADER <br />JACK STUD TO BE <br />uP ±o a -o• <br />m <br />SPAN CHART FOR DETAILS <br />AND SPECIFICATION) <br />PLYASSEMBLY <br />ONE <br />SECURED ONE TWO I A TIME. <br />USE NAILS, TWO WITHIN <br />04 <br />2x4 BLOCKS <br />I° <br />N <br />L 30 • <br />GABLE BLOCKING <br />JACK$ (SEE HEADER SPAN <br />E E <br />?MAN EACH END t NO MORE <br />THAN 12' O.C. STAGGERED <br />CMU WALL <br />SIDES: <br />2X6 GARAGE DOOR BUCK Ul/ (3) <br />TRUSS <br />2z4 BLOCKING <br />—rl <br />CHART FOR DETAILS AND <br />SPECIFICATION) <br />WIDOW GILL W/CRIPPLE9 <br />K'X8• J-BOLTS 4• EMBEDMENT MIN. <br />• EA. RAFTER <br />I6 O.C. <br />W/ 2'X2'XK WASHER AND NUT <br />L-30 EA <br />JACK STUD ASSEMBLY TO BE <br />SPACED EVENLY FROM FLOOR TO <br />RAFTER <br />SECURED ONE PLY o A TIME. <br />IA BOLT <br />AT <br />GARAGE DOOR HOW IN JOINT$ <br />H25 EA. <br />USE Qd NAILS, TWO WITHIN 6' <br />116' O��R UTW <br />PRIOR TO FILLING. <br />1-2X6 • <br />Al <br />12' EACHND4 NO AGGE�D RE <br />DI BEDABHERAND 2' <br />ppg�ppT Sal <br />PT BLOCK CENTER OF <br />DOOR HEADER W/(UUSW' J-BOLTS <br />xd RAFTERRAFTER� <br />a 24' O.C. <br />ll— <br />SIMP90N 24 o EA <br />4' EMBEDMENT W/ 2•X2'X16' WASHER <br />BOTTOM PLATES a EA FULL <br />JACK, SECURED W/ <br />UPED <br />AND NUT <br />FRAMING <br />LENGTH STUD, BOTH SIDES <br />SPECIFIED ANCHORS <br />(TYP) <br />O F OPENING <br />SW ATHNI6. T <br />TO LAP TO TOP <br />OF MASONRY WALL. <br />2X8 P.T. BOTTOM PLATE <br />NOTES: <br />ALL ANCHORS SHALL BE M ACCORDANCE TO <br />_ <br />MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE <br />BREATHING M18T NOT <br />_�� <br />7— <br />SUCH INSTRUCTIONS ARE MORE STRINGENT <br />BREAK 1'-4' MIN. FROM 2ND <br />GARAGE DOOR <br />TYP. <br />EXTERIOR WINDOW <br />DOOR <br />FOR. LINE. <br />3 BUCK ATTACHMENT <br />4 FRAMED OVERHANG <br />5 OPENING <br />WD FRAMED <br />(ZFLOOR <br />TRUSSi <br />WINDOW <br />® 2—STORY <br />OPENING <br />WALL <br />ARCH WINDOW <br />6 9CA,-E: la•.I'-m• <br />FRAME SECTION <br />A <br />SCALE: 1/2'.I'-C' <br />SCALE: U2'•1'-0' <br />N.TS. <br />FASTENER SCHEr_>UL.E <br />NOTE: TYP. EXT.$HEATRMG ATTACHMENT <br />3-. o <br />ROOF DIAPHRAGM <br />re a!n� e"awc �u" "Aus . a• oc. <br />FOR SHEAR / UPLIFT (0.0B. TO BE STRUCTURAL <br />USE T/I6' OBB. OR 1/2' COX PLY WITH •8 RING SHA4C <br />GUN NAILS AT 4' O.C. AT <br />GRADE) CONECTORS FROM STUD TO PLATE ARE <br />SUPPORTED PANEL EDGES AND $ RING SHANK GUN NAILS AT W O.C. AT <br />NOT REQUIRED EXCEPT • OPENINGS <br />PRE-EW- TRIUSS <br />'�1'� <br />INTERMEDIATE SUPPORTS, SEE DETAIL <br />DBL. 2X TOP PLATE <br />I <br />ROOF 81ffATHING TO GABLE END FRAME <br />-- <br />O,BB. <br />. . <br />-- __ <br />USE $ CAN NAILS o 4' Or-. <br />ZX BLOCOC KING o <br />EXTEROR SHEATHING <br />TOP OF <br />USE 1/16' O.BB. OR I/1' PLY WITH $RING SWANK CAN NAILS AT 6' OG. AT <br />PANEL SIDES AND $ RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM <br />C <br />VI6. O,S$ <br />n <br />PANEL AND $ RING SIAJC GUN NAILS AT 6' O.C. ATRING <br />3 <br />2X STUDS W' O.C. MAX. <br />a <br />INTERMEDIATE SUPPORTS. SEE DETAIL <br />Y <br />SNANC GUN NAILS <br />�. • 6' O1r. IN FIELD <br />2X BTM. PLATE <br />`¢ <br />NOTE: RW3 SHANK GUN NAILS 8HALL BE PERMITTED AS <br />ACCEPTABLE FASTENER FROH ANY MANUFACTUI�R <br />AN <br />! ` <br />z <br />3/4• FLOOR DECKING' <br />NAIL REOWREMENTS <br />pI <br />PREFLOOR TRUSS s <br />8d ROUNDJMODIFIE 2 3/8' D113 T 1-100E00 <br />OR t <br />BLOCKING AT 4- <br />O.C.MAXTOP M FIRST 2 FRAMING <br />SPACES AT EACH END. y • <br />W <br />1 i <br />@wit <br />TT XT. THI T FOR <br />P. E SHEA NG AttACHMEN ROOT' <br />- <br />W/ (S) Qd NAILS <br />_ <br />NOTE, NAIL$ TO BE MFG. BY MEMBER OF INT. <br />STAPLE, NAIL 4 TOOL ASSOCIATION <br />SHANK <br />RAFTER OR TRUSS <br />ROOF S$ATHING v <br />S(1 O <br />Np <br />J <br />SHEATHING (OSB. TO BE STR1CTtUR4L GRADE) <br />U$tA•I6 <br />BLK. WALL <br />QI CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK <br />1. 0,113 INCH NOMINAL DIAMETER <br />2. RING DIAMETER CF 0IDQ OVER SHANK DIAMETER <br />- * F <br />• <br />. <br />W/ 1/4' GAP FROM BLK TO CAB. <br />2X4X4' SECURE TO TRUSS W/ 342d <br />6'-8' O.C. MAX TYP. <br />9. W TO 20 RINGS PER INCH <br />4. 02M INCH FULL ROUND HEAD DIAMETER <br />1 �. <br />z $ 2- DECK SCREWS o 6'-61 <br />O HORIZONTAL 2X B.PF. STRUCTURAL BLOCKING AT <br />PERIMETER OF ObB. TO PROVIDE CO IT. NAIL PATTERN <br />S. 2 INCH NAIL LENGTH <br />- - p <br />p <br />{{ <br />3 <br />GIELD�IkJE <br />® REMAINING AREA TO BE SHEATHED FROM DBL, TOP <br />2X4 SECURE TO 2X4 BLK W/2-Qd <br />SECURE TO BLK W/ META-K <br />1, <br />=314 <br />I <br />MAX HREADED <br />'BRINK TO EXTEND BEYOND' <br />THICKNESS OF SIB <br />PLATE TO HORIZONTAL BLOCKKING. <br />® SWEATHMG o Top OF WOOD FRAMED WALL TO BE <br />ROOF SNEATI —IING's LAYOUT <br />--JIB <br />o -FLOOR <br />SHEATHING <br />If > <br />STAGGERED MIN OF W' FROM SLEET BELOW <br />® INSTALL ALL SHEETS UIPACE GRAIN PARALLEL <br />L WILDING LIENIG'y <br />p l <br />To STUDS <br />AND ENDLALL BRAGING <br />_; TYP. <br />NIG <br />EXT. BNEATHIAttACHMENT <br />2'-0" EXTENSION ®OPT SERVICE DR. <br />8 NOT USED <br />FOR CxABCx LE END FRAMIN <br />FOR <br />WALL SHEATHING (OW TO <br />$TRUCTURALGRADE) <br />BE <br />TYP. 3/4' TIG &&-FLOOR DECKING GLUED TO <br />EXT. WALL SHEATHING <br />9 SCALE: <br />ALL EXPOSED MEMBERS <br />A N CH 1 T E C T 8-1 <br />6 <br />Design <br />Groulrl... <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />V <br />y <br />V <br />O <br />�a <br />O <br />R <br />O <br />ounDIV. as LOT: <br />SILVERADO <br />LOT #14 <br />BLK. 6 <br />PROJECT* <br />04128.000-01461 <br />MODRIc <br />4ENB <br />"1751—NEUVILLE" <br />GARAGE OWWO: <br />RIGHT <br />PALM <br />MISC. <br />DETAILS <br />50 MPH EXP. B <br />