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PRE-ENGINEERED <br />TRUSS <br />4'-C' MIN. <br />MTS-12 <br />BOTTOM PLATE: <br />1/16, COB. <br />(2) Rd NAILS AT <br />2X4 <br />EA. STUD. <br />BTM. <br />PLATE <br />2X4 DBL. TOP PLATE <br />2X4 STUD 16' OL. <br />VI6' OSB. <br />1/2' AB. W/ MIN. <br />1' EMBEDMENT <br />LOCATE 6'-e' PROIh ENDS <br />f <br />AND 32' OL, MAX <br />TEXTURED FINISH <br />META-16 <br />MTS-12 <br />MAX S' CMU WALL <br />(2) 12d NAILS WITHIN 4' OF EA, <br />PRE-ENGNEERED <br />END 1 (2) 12d NAILS • 12' OC. <br />TRUES <br />MAX IN FIELD. <br />KNEE WALL DETAIL <br />rl-\ STICK BUILT WALL DETAIL <br />1 N,Tb. <br />TO BLOCK <br />2 SCALE: V2'.1'-O' <br />SPS • EA. STUD TOP 4 <br />SECURE 2.6 MN. TO BLK W/(2)X/' <br />PRE-ENG TRUSSES W/ TRUSS <br />CONNECTOR VERIFY W/ <br />BOTTOM <br />ANC4•IOR BOLT W/ 2' WARNER BET <br />FRAMING PLAN <br />PRE-ENG TRUSSES W?RUS <br />IN SnMP80N NKaNI STRENGTH <br />DOABLE TOP PLATE <br />HEADER <br />CONNECTOR UP i0 90M <br />-SECURE 2x TO BLOCK <br />EPDXY 4' EMEIED. <br />2X4 SECURED i0 <br />W/ (2) &- TAPCCN9 OR <br />- <br />GABLE END <br />W/[2)12dmEA. UPRIGHT <br />CRIPPLE STUDS 16' O.G. <br />MAX <br />DOUBLE 70P PLATE <br />MN E PANK 912E .I49) <br />° <br />HEADER SIZE PER <br />l:IQCAOT <br />2X4 SECURED TO <br />SIMPSCN LSTA-12 • EA. JACK <br />91MPSON META-24 • EA JACK <br />(MIN EMBED. 1 <br />O �. <br />O <br />GABLE ENG WN2)12d <br />SPAN CHART, <br />STUD, BOTH SIDES OF <br />2x8 STUDS 16' OZ. MAX W/ <br />WITHIN 8' OF EACH o <br />6'-8' OL. <br />OPENING. <br />SHEATHING. SHEATHING LO BE <br />18' OL. MAX <br />8"PA <br />2. STUDS -)6* C.C. MAX W/ <br />nax. <br />oPen:w as' <br />WITHIN }' OF WINDOW/ DOOR <br />- <br />ttYa <br />BECthFE 2x4 ON <br />SHEATHING. SHEATHING TO BE <br />OPENING AND SECURE PER <br />FLAT TO BLK <br />DOOR/ <br />WITHIN }' OF WINDOW/ DOOR <br />FASTENER SCHEDULE <br />�' CAB. SHEATHING OR <br />W/ CUT NAILS. <br />WINIDOW <br />OPENING AND SECURE PER <br />(2) STUDS, [2/ JAMS EA <br />I' CDX PLYWOOD <br />OPENING <br />FASTENER SCHEDULE <br />SIDE CF OPENING <br />KING STUDS (SEE HEADER <br />JACK STUD ASSEMBLY TO BE <br />SPAN CHART FOR DETAILS <br />AND SPECIFICATION) <br />SECURED ONE PLY o q TIME. <br />USE 12d NAILS, TWO WITHIN 6' <br />0 <br />2.4 BLCCK9 <br />? <br />17 <br />0. <br />L • <br />GABLE BLOCKING <br />JACKS (SEE HEADER SPAN <br />i�T 12' O.C. EACH STAAGGEREND 4 NO D RE <br />CMU WALL <br />SIDES: <br />2X6 GARAGE DOOR ENlCK W/ (3) <br />TRUSS <br />2x4 BLOCKING <br />r =rl ,r= <br />CHART FOR DETAILS AND <br />SPECIFICATION) <br />WINDOW SILL W/CRIPPLES <br />)1'X6' J-DOLTS 4' EMBEDMENT MIN. <br />• EA RAFTER <br />16, OL. <br />U/ 2'X2'X16 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 A TPME. <br />}' DIA ANCHOR BOLT <br />OR GARAGE DOHDR IN JOINTS <br />142.5 EA <br />USE 12d NAILS, TWO WITHN 6' <br />AT W' OZ. MAX WITH T' <br />PRIOR TO FILLING.5 <br />• <br />RAFTER <br />FROM EACH END 1 NO MORE <br />THAN 12' O.C. STAGGERED <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />PpfiCMT au <br />1-2X6 PT BLOCK CENTER OF <br />DOOR WeW/!I $'XS' J-BOLTS <br />x4 RAFTER <br />• 24' CO. <br />--AND <br />SIMPSON MSTAM•24 o EA. <br />4' EMBEDMENT W/ 2'X2'XV WASHER <br />2z4 <br />BOTTOM PLATER EA FULL <br />JACK SECURED W <br />M1p NUt <br />�,yy� <br />LENGTH STUD, BOTH SIDES <br />SPECIFIED ANCHORS <br />�O <br />�' <br />(TYP) <br />OF OPENING. <br />SHEATHING TO LAP TO TOP <br />NOTES, <br />ALL ANCHORS SHALL BE IN ACCORDANCE TO <br />OF MASONRY WALL. <br />2X8 P.T. BOTTOM PLATE <br />MANUFACTURER'S INSTALLATION INSTRUCTIONS WWERE <br />SHEATHING MUST NOT <br />SUCH INSTRUCTIONS ARE MORE STRINGENT <br />BREAK 1'-4' MIK FROM 2ND <br />,. <br />GARAGE DOOR <br />TYP. EXTERIOR WINDOW DOOR <br />/ <br />FLR LINE. <br />3 B C ATTACHMENT <br />4 FRAMED OVERHANG <br />N.Tb. <br />5 0 ING FRAM W F OOR <br />TR SS <br />5 <br />WINDOW <br />® 2-STORY <br />OPENING <br />WALL <br />ARCH WINDOW <br />6 scALE: 1 <br />FRAME SECTION <br />•.1'.0• A <br />SCALE, 1/2'.1'-0' <br />FASTENER SCHEDULE <br />NOTE: TYP. EXT. SHEATHING ATTACHMENT <br />- — <br />ROOF DIAPHRAGM <br />re Rim sNawc caw w.iLs • a' oc. FOR --HEAR 1 UPLIFT (O.S.B. TO BE STRUCTURAL <br />USE T/WDSM. OR 1/2' COX PLY WITH ffi RING SWANK GUN NAILS AT 4' OZ. AT <br />SUPPORTED PANEL EDGER AND ffi RING SWANK GIN NAILS AT 6' O.C. AT <br />GRADE) CONNECTORS FROM STUD TO PLATE ARE <br />NOT I�OUIRED EXCEPT OPENINGS <br />PRE-ENG. TRUES <br />/ <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />DBL. 2X TOP PLATE <br />ROOF SHEATHING TO GABLE END FRAME <br />USE ffi CAN NAILS s 4' OZ. <br />`a <br /><� <br />_ <br />2X BLOCKING • <br />EXTERIOR SHEATHING <br />TOP OF <br />USE V16' OAS. OR U2' PLY WITH'6 RING SHANC GIN NAILS AT 6' CO. AT <br />PANEL SIDES AND ffi RING SWANK CAN NAILS 4' O.C. TOP 1 BOTTOM <br />' <br />a!q <br />T/16' ORB. <br />PANEL AND ffi RING SWANK GUN NAILS AT 6' OL. AT <br />N <br />2X STUDS I6' OC MAX y� <br />0 <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />w ffi RING SHANK CAN NAILS <br />• ' O.L'. IN FIELD <br />2X BTM. PLATE <br />NOTE: RSHANK GUN NAILS SHALL6 <br />ING BE PERMITTED AS <br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER <br />AN <br />� ^ � 0 1 <br />/ \ <br />J <br />3/4, FLOOR DECKING � <br />NAIL REQUIREMENTS <br />° <br />a <br />a <br />PRE- ENGINEERED a <br />m <br />jj <br />I I <br />BdE RCUNIDA)'MODIFI 2ENGTH DII3, tEN�I 7R <br />CR f <br />CORD BLIRST 2 FRAMING OCKING AT 4' OP <br />TBOTTOM <br />L. MAX. N F <br />SPACES AT EACH END. <br />�!q <br />6 <br />w <br />�u <br />o p <br />3 TYP. EXT. SHEATHING ATTACHMENT FOR ROOF <br />FLOOR TRUSS <br />CONY. <br />W/ (5) 12d NAILS <br />dPSE: NAILS TO I3E FFG. BY MEMBER OF INT. <br />RAFTER OR <br />0 <br />11[ ij SHEATHING (08B. TO BE STRUCTURAL GRADE) <br />7P 0 <br />.3 <br />HETA-W <br />BLK WALL <br />STAPLE, NAIL TOOL ASSOCIATION <br />I. 0.113 INCH NOMINAL SHANK DIAMETER <br />2. RING DIAMETER OF 0Dt2 OVER SHANK DIAMETER <br />ROOF SHEATHING P <br />e � <br />QI CONTINUOUS SHEATHING, O BEGIN AT TOP OF BLK <br />W/ I/4' GAP FIFOI'I BLK TO ObB. <br />2X4X4' SECURE TO TRU88 W/ 3-Yld <br />OL. MAX TYP. <br />3. W TO 20 RINCB PER NCH <br />4. 0280 INCH RILL ROUND FEAD DIAMETER <br />m <br />µ!�� ffi 2- DECK SCREWS 6'-8' <br />O HORIZONTAL 2X SPP. STRUCTURAL BLOCKING AT <br />PERIMETER OF O.B.B. TO PROVIDE CONT. NAIL PATTERN <br />2X4 SECURE t0 2X4 BLK W/l-12d <br />5. 2 INCH NAIL LENGTH <br />p �- <br />J <br />'� 6 OL. MAX • EDGES 4 12' CO. <br />w MAX IN FIELD. ED <br />O3 REMAINING AREA TO BE SHEATHED FROM DBL TOP <br />SECURE TO BLK W/ META-16 <br />- <br />m <br />a 'SHANK TO EXTEND BEYOND <br />PLATE TO HORIZONTAL BLOCKING. <br />o THICKNESS OF SUB -FLOOR <br />SH <br />®EATHING ♦TOP OF WOOD FRAMED WALL TO BE <br />ROOF SHEATHING LAYOUT <br />SHEATHING <br />�� <br />STAC,<.ERED MIN. OF W FROM SHEET BELOW <br />Q INSTALL ALL SHEETS WFACE GRAIN PARALLEL <br />AND ENDLUALL BRACING <br />BUILDING LENGTH <br />k TYP, <br />EXT. SHEATHING ATTACNA'MENT <br />TO STUDS <br />ry 2'-0" NSI N OPT SERVICE DR. <br />8 NOT USED <br />FOR GABLE END FRAMING <br />9TFWTURAL FOR <br />WALL EGRADE) ATHING ( 085 TOJ <br />BE <br />TYP. 3/4' TIG SUB -FLOOR DECKING GLUED TO <br />EXT. WALL SHEATHING <br />9 SCALE: 1/2'.1'-0' <br />r SCALE: I/2'•I'•0' <br />ALL EXPOSED MEMBERS, <br />ARCNITECT!"I <br />Design <br />GroU I... <br />Al N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77"078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA A4 0003325 <br />I <br />2 <br />O <br />V <br />O <br />F <br />O <br />BtnMZV. Aa L T6 <br />SILVERADO <br />LOT 25 <br />BLK 6 <br />rnoi=T* <br />04128.000-02561 <br />AgODT$Z4 <br />4EBB <br />"1828- CALI" <br />GAPLAGM S'WMG: <br />LEFT <br />PAGM <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />aim <br />DATM 11/09/17 <br />OCAXM 1/4"=1'-0" <br />s <br />D 2 <br />