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PRE-ENGINEERED <br />TRUSS <br />4'-0' MIN. <br />MTS-12 <br />BOTTOM PLATE: <br />1/16' OSB. <br />(2) 12d NAILS AT <br />EA STUD. <br />BTM. <br />PLATE <br />2X4 DBL. TOP PLATE <br />2X4 STUD 16' O.C. <br />J <br />1/Ib' OSB. <br />L✓ <br />V!' All. W/ MIN. <br />1' EMBEDMENT <br />LOCATE W-e' FROM ENDS <br />AND 32' OG. MAX <br />I. <br />TEXTURED FINISH <br />MTS-12 <br />META-16 <br />(2) 12d NAILS WITHIN 4' OF EA. <br />32' O.G. MAX S' CMU WALL <br />PRE-ENGINEERED <br />END 4 (2) 12d NAILS a 12' O.C. <br />TRUSS <br />MAX IN FIELD. <br />KNEE WALL DETAIL <br />1 STICK BUILT WALL DETAIL <br />N.Tb. <br />2 0 BLOCK <br />SCALE: V2'.I'-0' <br />SECURE 2x6 MIN. TO BLK W/(2)h' <br />ANCHOR BOLT W/ 2' WASHER SET <br />IN SIMP80N HIGH STRENGTH <br />EPDXY 4' EMBED. <br />2X4 SECURED TO <br />GABLE END <br />W/(2A2deEA. UPRkCWT <br />PRE-ENG TRUSSES W/ TRUSS <br />CONNECTOR VERIFY W/ <br />FRAMING PLAN <br />DOUBLE TOP PLATE <br />CRIPPLE STUDS a 16' O.C.W/ <br />MAX <br />BOTBPS • EA. STUD TOP / <br />BOTTOM <br />PRE-ENG TRUS9E8 W/TR188 <br />TOR UP TO '1�00 <br />UPLIFT <br />DOUBLE TOP PLATE <br />A' <br />_-SECURE 2x TO BLOCK <br />1}' TAPCONS OR <br />DRIVV E PIN <br />(MIN SHANK SIZE .145) <br />"HEADER <br />a .p <br />SECURE 2x4 ON <br />HEADER SIZE PER <br />SPAN CHART. <br />2X4 SECURED TO <br />GABLE ENG W/(2)12d <br />6'-0' O.C. <br />SIMPSCN LSTA-12 a EA JACK <br />STUD, BOTH SIDES OF <br />OPENING. <br />2x STUDS a 16' O.C. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />nnx <br />ovE°iu� ae• <br />SIMP80N MBTA-24 s EA JACK <br />2.0 STUDS a 16' O.C. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />WITHIN 7y' OF WINDOW/ DOOR <br />OPENING AND SECURE PER <br />PRICMT <br />[MIN EMBED. I }•) <br />WITHIN S' OF EACH kp <br />u - <br />END AND IB' O.C. MAX m a <br />SPACING <br />a <br />T <br />FLAT TO BLK <br />DOOR/ <br />WITHIN I' OF WINDOW/ DOOR <br />FA87ENER SCHEDULE <br />�' OSB. SHEATHING OR <br />W/ CUT NAILS. <br />WINDOW <br />OPENING <br />OPENING AND SECURE PER <br />FASTENER SCHEDULE <br />(2) STUDS, (2) JACKS • EA. <br />BIDE OF OPENING <br />�COX PLYWOOD <br />D SIDES: <br />2X6 GARAGE DOOR BUCK W/ (3) <br />Vxs J-BOLTS 4' EMBEDMENT MIN. <br />W/ 2'XI'X6 WASHER AND NUT <br />SPACED EVENLY FROM FLOOR TO <br />© <br />L a <br />GABLE BLOCKING <br />TRUSS <br />2x4 BLOCKING <br />a EA RAFTER <br />L-30 EA <br />RAFTER <br />17- <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 A98EMBLY TO BE <br />SECURED ONE PLY e A TIME. <br />JACK STUD ASSEMBLY 10 BE <br />SECURED ONE PLY a A TIME. <br />USE 12d NAILS, TWO WITHIN b' <br />iTHAN tl O.C. S�TAGGERE4 NO D� <br />WINDOW SILL W/CRIPPLES <br />�' O'C' <br />1' DIA ANCHOR BOLT <br />2.4 BLOCKS <br />—� Chit WALL <br />spj <br />a <br />,� <br />GARAGE DOOR WM IN JOINTS <br />PRIOR TO FILLING. <br />I-2Xb PT BLOCK a CENTER OF <br />DOOR HEADER W/(U XfXB• J-BOLTS <br />4' EMBEDMENT W/ 2'X2'X)6' WASHER <br />AND NUT <br />L <br />W23 EA. <br />RAFTER <br />2x4 RAFTER <br />a 24. O.C, <br />22x4y.IpX <br />(TYP) <br />�i _ <br />L <br />USE Qd NAILS, i11JO WITHIN b' <br />FROM EACH END 4 NO MORE <br />THAN IV Or. STAGGERED <br />SP4 OR N5 a 10P AND <br />LENGTH STUD, BOTH SIDES BOTTOM PLATES . EA L <br />OF OPENING. <br />9NEATHING i0 LAP TO TOP <br />OF MASONRY WALL. <br />SHEATH MUST NOT <br />AT 16' O.C. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMP' MSTAM-24 a EA. <br />JACK, SECURED U1/ <br />SPECIFIED ANCHORS <br />2X6 P.T. BOTTOM PLATE <br />Pr�wT aLL <br />I <br />_1_ <br />_ NOTES: <br />ALL ANCHORS SHALL BE IN ACCORDANCE TO <br />MANUFACIURER'8 INSTALLATION INSTRUCTIONS "RE <br />y <br />�� <br />- — <br />SUCH INSTRUCTIONS ARE MORE STRINGENT <br />BREAK 1'-4• MIN. FROM 2ND <br />GARAGE DOOR <br />BUCK ATTACHMENT <br />c.l SCALE, I!['.I'-0' <br />�1 FRAMED OVERHANG <br />`I' NTS. <br />TYP. <br />OPENING <br />v <br />EXTERIOR WINDOW <br />WD FRAMED <br />/ DOOR <br />(W/FLOOR <br />FLR. LICE. <br />E. <br />TRUSS) <br />WINDOW <br />® 2-STORY <br />OPENING <br />WALL <br />ARCH WINDOW FRAME A SECTION <br />\ v J scALE: 1/2•.r-®• <br />SCALE: V1'•I'-0' <br />3 <br />FASTENER SCHEDULE <br />NOTE: <br />TYP. EXT. SHEATHING ATTACHMENT <br />ROOF DIAPHRAGM <br />USE 1/16' ObB. OR V2' CDX PLY WITH 'BRING SHANK GUN NAILS AT 4' O.C. AT <br />SUPPORTED PANEL EDGES AND 'S RING SHANK GUN NAILS AT 6' =. AT <br />roc sNA:.rc `nry Na�6 • a• oc. <br />R oP eoncn EooEs <br />FOR <br />GRADE) <br />NOT <br />SHEAR 4 UPLIFT (OS$. TO BE STRUCTURAL <br />02,1NECTORS FROM STUD TO PLATE ARE <br />REOUI-D EXCEPT • OPENINGS <br />PRE-ENG. TRUSS <br />/ <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />DBL. 2X TOP PLATE <br />ROOF SHEATHING GABLE END FRAME <br />USE '8 GW NAILS • 4. O.C. <br />1/I6' OSB. <br />- <br />— — <br />EXTERIOR SHEATHING <br />2X BLOCKING <br />TOP OF <br />USE 1/Ib' O.S.S. OR 1/2' PLY WITH -S RING SHANK GUN NAILS AT 6' O.C. AT <br />PANEL SIDES AND SS RING SHANK GUN NAILS 4' O.C. TOP t BOTTOM <br />PANEL AND'B RING SHANK GUN NAILS AT 6' O.C. AT <br />° <br />�•$ <br />1/I6' OSB. <br />2X STUDS 16' D.C. MAX. <br />s <br />* <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED A8 <br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER <br />AN <br />44 <br />Y <br />'�'. <br />o <br />_ RIN3 SHANK GUN NAILS <br />• 6' O.G. M FIELD <br />2X BTM PLATE <br />a <br />9/4' FLOOR DECKING ' <br />NAIL REQUIREMENTS <br />(� <br />� <br />PRE- ENGINEERED s <br />FLOOR TRU88 <br />SIZE HEAD LENGTH DIA. TENSILE 97 <br />8d DMODIPIE 2 3)8' 1 .113 1 110ID00 <br />OR I <br />NOTE: NAILS TO SE MFG. BY MEMBER OF INT. <br />STAPLE, NAIL U TOOL ASSOCIATION <br />mU13 y NOMINAI 4HANK bl ETER <br />TOP CORD BLOCKING AL 4' <br />O.C. MAX IN FIRST 2 FKAMW. <br />SPACES AT EACH END. <br />a u <br />RAFTER OR TRUSS <br />ROOF SHEATHING rc <br />9 <br />Z <br />K 0SHEATHING <br />✓P O <br />:p <br />a <br />F <br />2X4 a 1'OP 1 <br />BOTTOM CONT. <br />W/ (5) 12d NAILS <br />WETA-16 <br />BLK WALL <br />QI CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK <br />— <br />TYP. EXT. SHEATHING ATTACHMENT FOR ROOF <br />(OSB. TO BE STRUCTURAL GRADE) <br />, <br />2. RING DIAMETER OF 0ID@ OVER SHANK DIAMETER <br />P <br />W/ 1/4' GAP FROM BLK TO ObB. <br />2X4X4' SECURE TO TRU99 W/ 3-12d <br />O.C. MAX TYP. <br />IN <br />3. Ib TO 20 RINGS PER CH <br />4. 0180 INCH FULL ROINJD HEAD DIAMETER <br />'B 2• DECK SCREWS a 6'-8' <br />O HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING AT <br />PERIMETER OF 0.8B. TO PROVIDE CONT, NAIL PATTERN <br />2X4 SECURE TO 2X4 BLK W/2-12d <br />SECURE TO BLK W/ META-16 <br />S. 2 INCH NAIL LENGTH <br />ROOF 6hIEATh41NG LAYOUT <br />AND ENDWALL BRACING <br />BUILDING LENGTH <br />_ <br />p <br />3 <br />m <br />TYP, <br />yy <br />3 <br />o <br />a� <br />P <br />MAXrIN FIELD. UUNNTHREADED <br />SHANK TO EXTEND BEYOND' <br />THICKNESS OF SUB -FLOOR <br />SHEATHING <br />O IDEATE T G AREA TO BE B OCKIED FROM DBL. TOP <br />PLATE I HORIZONTAL BLOCKING. <br />®SHEATHING •TOP OF WOOD FRAMED WALL TO BE <br />STAGGERED MIN. OF III,* FROM SHEET BELOW <br />O5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL <br />To STUDS <br />EXT. SHEATHING ATTACHMENT <br />2'-0" EN ON ®0 T SERVICE DR. <br />8 NOT USED <br />FOR GABLE END FRAMING <br />FOR <br />sTR <br />WALL SHEATHING (086 TO <br />CTURAL GRADE) <br />BE <br />k <br />EXT. WALL SHEATHING <br />SCALE: I!1'•I'-0' <br />7 SCALE: 1/2--1'-0' <br />TYP. 3/4' TUG SUB -FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />A R C N I T E C T! 1 <br />6 <br />Design <br />Grou <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH:407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA M: 0003325 <br />F <br />y <br />O <br />y <br />O <br />F <br />A <br />Z <br />EIV8D2V. d6 I40T. <br />SILVERADO <br />LOT 1 <br />BLK 7 <br />PRGJMT# <br />04128.000- 00171 <br />MO DI M <br />4EAB <br />"1672-ARIA" <br />GARAQZ B'WXKG' <br />RIGHT <br />PAGffi: <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />B� <br />DATM 10/19/17 <br />8CAI.ft 1/4"=V-0" <br />82EM CT <br />D2 <br />