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PRE-ENGINEERED <br />TRUSS <br />4'-C' MIN. <br />MT&-12 <br />BOTTOM PLATE: <br />T/16' CSB. <br />(2) 12d NAILS AT <br />2x4 <br />EA STUD. <br />BTM <br />PLATE <br />2X4 DBL. TOP PLATE <br />2X4 STUD 16' O.C. <br />,/16, OSS. <br />1/2' A8. W/ MIN. <br />,' EMBEDMENT <br />LOCATE 6'-S' FROM ENDS <br />AND 32' O.C. MAX. <br />TEXTURED FINISH <br />Mt8-12 <br />META-Ib <br />32' O.C. MAX. <br />S' CM U WALL <br />(2) 12d NAILS WITHIN 4' OF EA <br />PRE-ENGINEERED <br />END 1 (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 TO BLOCK <br />SCALE: <br />• EA STUD TOP 1 <br />PRE-ENG TRUSSES W/ TR88 JO <br />B Ott OM <br />SECURE 2x6 MIN. TO BLK W/ (2) V <br />ANCHOR BOLT W/ 2' WASHER SET <br />CONNECTOR VERIFY W/ <br />FRAMING PLAN <br />PRE-ENCG TRUSSES W/TRJ98 <br />IN SIMPSON HIGH STRENGTH <br />DOUBLE TOP PLATE <br />HEADER <br />COMIECTOR UP TO M000 <br />SECURE 2x TO BLOCK <br />EPDXY 4' EMBED. <br />2X4 SECURED TO <br />W/ (2) j' TAPCONB OR <br />GABLE END <br />W/(2A2deEA UPRIGHT <br />CRIPPLE STUDS o 16, O.C. <br />MAX <br />DOUBLE TOP PLATE <br />DRIVE PIN <br />(MIN SHANK 81..14S) <br />HEADER SIZE PER <br />Fleue+ <br />2X4 SECURED TO <br />SIMPSON LSTA-12 a EA. JACK <br />81MPSON META-24 a EA. JACK <br />(MIN EMBED. I J.) o <br />O <br />GABLE ENG W/(2A2d <br />SPAN CHART. <br />STUD, BOTH SIDES OF <br />2xS STUDS a K' O.C. MAX W/ <br />WITHIN S' OF EACH o!� <br />OPENING <br />SHEATHING. SHEATHING TO BE <br />END AND IS' O.G. MAX <br />2. STUDS a 16' O.C. MAX W/ <br />UTHN }' OF WINDOW DOOR <br />SPACING. <br />bEGURE 2x4 ON <br />SHEATHING. SHEATHNG TO BE <br />oPEu uc <br />OPENING AND SECURE PER <br />FLAT TO BLK <br />DOOR/ <br />WITHIN }' OF WINDOW DOOR <br />FASTENER SCHEDULE <br />J' 0.$B. SHEATHING OR <br />W/ CUT NAILS. <br />WIIDOU <br />OPENING AND SECURE PER <br />(2) STUDS, (2) JACKS • EA <br />}• CDx PLYWOOD <br />OPENING <br />FASTENER SCHEDULE <br />BIDE OF OPENING <br />KING STUDS (SEE HEADER <br />SPAN CHART FOR DETAILS <br />JACK STUD ASSEMBLY TO BE <br />m <br />ur roe -m <br />AND SPECIFICATION) <br />SECURED ONE PLY; A TIME. <br />2x4 BLOCKS <br />p SIDES <br />�. <br />GABLE BLOCKING <br />JACKS (SEE HEADER SPAN <br />USE E NAILS, D 4 NO MORE <br />FROM EACH END 1 NO MORE <br />THAN 12' O.C. STAGGERED <br />CFAJ WALL <br />j <br />2X6 GARAGE DOOR BACK W/ (3) <br />TRBS 2x4 BLOCKING <br />Tr I_ <br />CHART FOR DETAILS AND <br />SPECIFICATION) <br />WINDOW SILL W/CRPPLE$ <br />Jf'XS' J-BOLTS 4' EMBEDMENT MIN, <br />a EA. RAFTER <br />16' O.C. <br />W/ 2'M'JC1(, WASHER AND NUT <br />L-30 EA, <br />JACK STUD ASSEMBLY TO BE <br />SPACED EVENLY FROM FLOOR 70 <br />RAFTER <br />SECURED ONE PLY • A TIME. <br />}' DIA ANCHOR BOLT <br />GARAGE DOOR HDR IN JOINTS <br />H29 EA <br />USE ttd NAILS, TWO WITHIN 6' <br />AT W' OC. MAX WITH ,' <br />PRIOR TO FILLING. <br />PRIG T <br />• OF <br />DER <br />A L <br />FROM EACH END 1 NO MORE <br />THAN 12' O.C. STAGGERED <br />EMBEDMENT AND 2'1,2X6 <br />WASHER <br />BLOCK CENtER <br />DOORA. <br />HEADER W/lV h'XS' J-BOLTS <br />x4 RAFTER <br />• 24' O.C. <br />SP4 OR HS •TOP AND <br />BDIMPSON MSTM1.24 a EA. <br />4' EMBEDMENT W/ 7'M'XK' WASHER <br />2x4M'11NG <br />BOTTOM PLATER o FULL <br />JACK SECURED IN) <br />AND NUT <br />al <br />LENGTH STUD, BOTH BIDER <br />SPECIFIED ANCHORS <br />O. <br />(LTPI <br />G. <br />SHEAATTNEIW. 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 WHERE <br />SHEATHING MUST NOT <br />SUCH INSTRUCTIONS ARE MOM STRINGENT <br />BREAK I'-4' MIN. FROM 2ND <br />GARAGE DOOR <br />TYP. EXTERIOR WINDOW <br />/ DOOR <br />FLR LINE. <br />UCK ATTACHMENT <br />V <br />�1 FRAMED OVERHANG <br />�'M N.T.B. <br />%iOPENING WD FRAMED <br />V SCALE: V2'.1'-0' <br />(W/FLOOR <br />TRUSS <br />WINDOW <br />® 2—STORY <br />OPENING <br />WALL <br />���ARCH <br />V <br />WINDOW <br />SCALE, 1/2'.I'-0' <br />FRAME A SECTION <br />SCALE, V2•.I'-0' <br />3'-0' <br />FASTENER SCHEDULE <br />NOTE: TYP. EXT. SHEATHING ATTACHMENT <br />ROOF DIAPHRAGM <br />ro Riri, su.wx + w.i�s . <• mc. FOR SHEAR 1 UPLIFT (ORB, TO BE STRUCTURAL <br />USE ,/16' 098. OR V2' COX PLY WITHRING SWANK R9HANC <br />GUN NAILS AT 4' OL. AT <br />�' eoc�s GRADE) CONNECTORS FROM STUD TO PLATE ARE <br />SUPPORTED PANEL EDGE& AND 'S RING SHANK CAN <br />NAILS AT 6' O.C. AT <br />NOT REMIRED EXCEPT a OPENINGS <br />PRE-ENG. TRU88 <br />T <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />DBL. 2X TOP PLATE <br />ROOF SHEATHING TO GABLE END FRAME <br />1/16' OSB. a <br />USE 'S GUNNAILS a 4' OL. <br />. . . . . . . . . <br />IX BLOCKING a <br />EXTERIOR BREATHING <br />m <br />TOP <br />USE IA&' DAB. OR 1/2' PLY WITH q RING SHANK GUN NAILS AT W O.C. AT <br />PANEL SIDES AND G RING SWANK GIN NAILS 4' O.C. TOP t BOTTOM <br />PANEL AND 'D RING SHANK GUN NAILS AT 6' OG. At <br />I!q <br />� �2f <br />, <br />,n6' 09a <br />2X STUDS 16' O.C. MAX. <br />a <br />INTERMEDIATE BUPPOWS. SEE DETAIL. <br />ew • b%' O IN FIA�D NAILS <br />2X BTM. PLATE a <br />•k-- <br />NOtE: RNG BHAWC CAN NAILS $HALL BE PERMITTED A8 <br />ACCEPTABLE FASTENER RROM ANY MMAFACTURER <br />AN <br />^ o <br />r \ <br />3/4' FLOOR DECKING N <br />I <br />NAIL REQUIREMENTS <br />. <br />o rcG <br />FLOOIR ETRA! s <br />SIZE HEAD LENGTH DIA "LE 9 <br />ad ROMMOD 2 3/S' .113 1T0.00® <br />NOTE: NAILS TO BE MFCs. BY MEMBER O' INT. <br />O�MA�X.DBLOCKING AT ININ FIRST 2 FRAMING <br />SPACES AT EACH END. <br />RAFTER OR <br />i <br />�� <br />V <br />0 <br />P <br />� � � � � <br />A TYP. EXT. BHEATHIYa ATTACHMENT FOR ROOF <br />V SHEATHING (098. TO BE STRUCTURAL GRADE) <br />v 0 <br />2X4 • TOP 1 <br />BOTTOM COIN. <br />W/ (W 12d NAILS <br />WE TA-16 <br />BLK WALL <br />STAPLE, NAIL 1 TOOL ASSOCIATION <br />01I3 INGN NOMINAL <br />ROOF SHEATHING <br />rc <br />:p — -- <br />QI CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK <br />2X4X4' SECURE TO TRUSS W/ 3-12d <br />6'-8' O.C. MAX TYP. <br />1. SHANK DIAMETER <br />2, Ir. DIAMETEROF 0Atl OVER ANK DIA TER <br />3. 16 TO 20 RINC+S PER INCH <br />P <br />� <br />o <br />• <br />� °1 'S 2- DECK SCREWS a 6'-8' <br />W/ 1/4' GAP FROM BLK TO ORB. <br />O HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT <br />PERIMETER OF ObB. TO PROVIDE CONT, NAIL PATTERN <br />4. 02M INCH FULL RC/ND HEAD DIAMETER <br />&. 2 INGN NAIL LENGTH <br />3 <br />REMAINING AREA i0 BE SHEATHED FROM DBL. TOP <br />2X4 SECURE TO 2X4 BLK W/2-12d <br />p <br />3 w <br />MAxhIN FIELD.ETNREADED <br />Q3 <br />PLATE TO HORIZONTAL BLOCKING. <br />SECURE TO BLK W/ META-16 <br />3 <br />W <br />SHAWL 70 EXTEND BEYOND' <br />o THICKNESS OF SUB -FLOOR <br />® ING SHEATHs TOP OF WOOD FRAMED WALL TO BE <br />SHEATHING <br />STAGGERED MIN. OF 16' FROM SHEET BELOW <br />ROOF SHEATHING LAYOUT <br />- a <br />® INSTALL ALL SHEET$ WFACE GRAIN PARALLEL <br />AND ENDWALL BRA-INC3 <br />BUILDING LENGTH <br />TYR <br />EXT. SHEATHING ATtACWMENT n <br />TO STUDS <br />2'-0" EXTENSION @ OPT SERVICE DR. <br />yNOT USED <br />v <br />FOR GABLE END FRAMING <br />FOR <br />WALL SHEATHING (OSB TO BE <br />STRUCTURAL GRADE) <br />TYP. 3/4' TAG SUB -FLOOR DECKING GLUED TO <br />EXT. WALL SHEATHING <br />7 SCALE: IR'.I'-0' <br />9 SCALE, <br />ALL EXPOSED MEMBERS <br />A It B N I T E C T 3 <br />6 <br />Design <br />Grou ..M:. <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www.abdosigngroup.com <br />AA #: 0003325 J <br />W <br />y <br />y <br />C <br />h <br />rn <br />O <br />6 <br />C <br />ouzwrv. as LoT: <br />SILVERADO <br />LOT 23 <br />BLK 6 <br />pmoJmcT# <br />04128.000-02361 <br />�coam>� <br />4EJB <br />"2807—ELLE" <br />GARAom 8VDM: <br />LEFT <br />]PAGM <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />D � 11/10/17 <br />8CALm: 1 /4"=1'— 0" <br />sHmm�r <br />D 2 <br />