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PRE-ENGINEERED <br />TRUSS <br />4'-0' MIN, <br />MTS-12 <br />BOTTOM PLATE: <br />7/16' 05.5. <br />(2) 12d NAILS AT <br />2X4 <br />EA STUD. <br />BTM. <br />PLATE <br />2X4 DBL. 70P PLATE <br />2X4 9tUD 16' O.C. <br />OSB. <br />1/2' A.B. W/ MIN. <br />i <br />T' EMBEDMENT <br />LOCATE 6'-B' FROM ENDS <br />AND 32' O.C. MAX <br />j <br />TEXTURED FIN18H <br />uj <br />MTS-12 <br />META-K <br />T <br />32' O.C. MAX B' CMII WALL <br />(2) 12d NAILS WITHIN 4. OF EA <br />PIE -ENGINEERED <br />END 4 (2)12,1 NAILS • 12. Oz- <br />TRUSS <br />MAX IN FIELD. <br />KNEE WALL DETAIL <br />1 STICK BUILT WALL DETAIL <br />NTb. <br />TO BLOCK <br />SCALE: 1/2'•1'-C' <br />SECURE MIN. BLS (2 <br />PRE-ENG TRUSSES W/ TRUSS <br />CONNECTOR VERIFY W/ <br />BPS' EA. STUD TOP 4 <br />BOTTOM <br />HEADER <br />2' <br />ANGANCHORB BOLT W/ 2' WASHER SET <br />IN SIMPSON HIGH STRENGTH <br />EPDXY 4' EMBED. <br />2X4 SECURED TO <br />GABLE END <br />W/(2)I2deEA. UPRIGHT <br />G OP <br />DOUBLE TOP PLATE <br />DOUBLE <br />CRIPPLE STUDS • i6' OL. <br />MAX <br />PRE-IE TRU09E9 W/T1" <br />GGTANECTCR UP TO �.000 <br />UPLIFT <br />DOUBLE TOP PLATE <br />SECURE 2x TO BLOCK <br />W/ (2) �' iAPCCN9 OR <br />DRIVE PIN <br />(MIN SHANK SIZE .145) <br />• <br />HEADER SIZE PER <br />►IICGiBT <br />2X4 SECURED TO <br />$IMP'8ON LSTA-12 a EA JACK <br />SIMPSON MSTA-24 a EA JACK <br />(MIN EMBED. I i') ao <br />O <br />SECURE 2X4 ON <br />FLAT TO BLK <br />R <br />GABLE ENG W/(2N2d <br />SPAN CHART. <br />DOOR/ <br />STUD, BOTH SIDES OF <br />OPENING. <br />2. STUDS a I6. O.C. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />WITHIN j• OF WINDOW/ DOOR <br />o�w.� <e• <br />2x0 STUDS a 16' O.C. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />WITHIN j• OF WINDOW/ DOOR <br />OPENING AND SECURE PER <br />FASTENER SCHEDULE�_J'O.S.B.SHEATHIW.OR <br />WITHIN 8' OF EACH o. <br />END AND 18' O.C. MAX <br />SPACE' <br />_. <br />W/ CUT NAILS. <br />WINDOW <br />OPENING <br />OPENING AND SECURE PER <br />FASTENER SCHEDULE <br />SIDE or OPENING a EA <br />C <br />Cox PLYWOOD <br />KING STUDS (SEE HEADER <br />SPAN CHART FOR DETAILS <br />AND SPECIFICATION) <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY e A TIME. <br />rl NAILS, TWO HMORE <br />UFROM <br />o�wvc. <br />2.4 BLOCKS <br />�0 <br />- <br />a <br />G SIDES: <br />2X6 GARAGE DOOR BUCK W/ (3) <br />)S'X8' J-BOLTS 4' EMBEDMENT MIN <br />W/ 2'X2•XY. WASHER AND NUT <br />SPACED EVENLY FROM FLOOR TO <br />GARAGE DOOR HDR IN JOINT$ <br />PRIOR TO FILLING. <br />1.2X6 PT BLOCK a CENTER OF <br />DOOR HEADER W/(UY4'X8' J-BOLTS <br />4' EMBEDMENT W/ 2'X2'XI`• WASHER <br />AND NUT <br />NOTES: <br />U] <br />R _ <br />L-90 • <br />GABLE BLOCKING <br />TRUSS <br />2x4 BLOCKING <br />• EA. RAFTER <br />L-30 EA. <br />RAFTER <br />H2.5 EA <br />RAFTER <br />x4 RAFTER <br />• 24' O.C. <br />2.4 <br />FRAMING <br />(TYP) <br />r <br />7 <br />1L _LI L <br />JACKS (SEE HEADER SPAN <br />CHART FOR DETAILS AND <br />SPECIFICATION) <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 12. O.C. STAGGERED <br />BOTTOM PLATER EA FULL <br />LENGTH STUD, BOTH SIDES <br />OF OPENING. <br />SHEATHING TO LAP TO TOP <br />OF MASONRY WALL, <br />EACH END 2 NOSE <br />THAN TS' O.C. STAGGERED <br />WINDOW BILL W/CRIPPLES <br />I6' oz. <br />ATDM' Of ANCHOR <br />WITNT t' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />JACK, N MSTAM- P • EA. <br />SPECIFIED AMNCHORS <br />2X8 P.T. BOTTOM PLATE <br />r+I�casT uu <br />CMU WALL <br />LA <br />1 <br />_ <br />1- <br />J <br />_ <br />ALL ANCHORS SHALL BE IN ACCORDANCE TO <br />MANUFACTURER'SINSTALLATION INSTRUCTIONS WHERE <br />SHEATHING T9J5T NOT <br />SUCH INSTRUCTIONS ARE MORE STRINGENT <br />BREAK I'-4' MK FROM 2ND <br />,- <br />GARAGE DOOR <br />3 BUCK ATTACHMENT <br />SCALE, I/t'.I'-0' <br />�RAMED OVERHANG <br />4 N.Tb. <br />TYP. <br />rJ OPENIN <br />EXTERIOR WINDOW DOOR <br />/ <br />WD FRAMED W FL00 <br />FLR LINE. <br />TRUSS) <br />5 <br />WINDOW <br />® 2—STORY <br />OPENING <br />WALL <br />FRAME SECTION <br />np <br />�J <br />ARCH WINDOW <br />6 SCALE: I/2'.I'-®• <br />SCALE: IR'•I'-0' <br />o <br />FASTENER SCHEDULE <br />C <br />NOTE: TYP. EM. SHEATHING ATTACHMENT <br />ROOF DIAPHRA63M <br />re any suawc cuv vans • a• or. <br />oP . eorrcn ecGea <br />FOR SWEAR 4 UPLIFT (O.SB. TO BE STRUCTURAL <br />USE 7/16' 098. OR V2' COX PLY WITH'$ RING SWANK <br />CAN NAILS AT 4' O.C. AT <br />GRADE) CONNECTORS FROM STUD 70 PLATE ARE <br />SUPPORTED PANEL EDGES AND % RING SHANK GUN NAILS AT WOO. AT <br />NOT REQUIRED EXCEPT • OPENINGS <br />PIPE-ENG. TRU98 <br />INTERMEDIATE SUPPORTS. SEE DETAIL, <br />DBL- 2X tOP PLATE <br />I I <br />ROOF SHEATHING TOGUNGABLE END FRAME <br />USE 'S GNAILS a 4' OL. <br />F <br />2X BLOCKING e <br />EXTERIOR SHEATHING <br />TOP OF <br />r <br />USE VI6' O.S.B. OR Vt' PLY WITH '$ RING SHANK GIN NAILS AT 6' O.C. AT <br />PANEL SIDES AND +S RING SHANK GUIN NAILS 4' O.G. TOP 4 BOTTOM <br />PANEL AND % RING SWANK CAN NAILS AT W O.C. AT <br />a <br />°w <br />7/16' O.S.B. <br />2X STUDS I6' O.C. MAX. <br />s <br />- <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS <br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER <br />NAIL REQUIREMENTS <br />812E HEAD LENGTH DIA. tEN81LE B <br />8d ROWDJ-IODIFI 2 3/B' .113 170ID00 <br />OR T <br />TJQ�; NAILS TO BE MFG. BY MEMBER OF INT. <br />STAPLE, NAIL 4 TOOL ASSOCIATION <br />I. 0113 INGN NOMINAL SWANS DIAMETER <br />AN <br />TOP CORD BLOCKING AT 4' <br />OL. MAX. IN FIRST 2 FRAMING <br />SPACES AT EACH END. <br />RAFTER OR TRUSS <br />ROOF SHEATHING <br />3a <br />3w <br />o <br />P <br />yy3 p <br />= 9 <br />S <br />4 <br />E U <br />iP G <br />;p <br />e <br />•B RI SHANK GUN NAILS <br />MG <br />yy • 6' O.G. M FIELD <br />3 u' <br />�, 6 <br />p' <br />P <br />2X STM. PLATE <br />w <br />3/4' FLOOR DECKING N <br />PIKE rNEFLOOR EiRED <br />2X4 •TOP 4 m <br />BOTTOM CONY. <br />W/ (5) 12d NAILS <br />HETA-16 <br />BLK WALL <br />0 CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK <br />7YP. EXT. SHEATHING ATTACHMENT FOR ROOF <br />SHEATHING (OSB. TO BE STRUCTURAL GRADE) <br />2X4X4' SECURE TO TRU9$ W/ 3-12d <br />O.C. MAX TYP. <br />2. RING DIAMETER OF 0IDY2 OVER SHANK DIAMETER <br />3, IB TO 20 RINGS PER INCH <br />d. 0280 INCH FULL ROUND HEAD DIAMETER <br />- <br />• <br />s <br />•B 2' DECK SCREWS • b'-S' <br />W/ I/4' GAP FROM BLK TO O.SB. <br />Q HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING AT <br />PERIMETER OF O.S.B. TO PROVIDE CONT, NAIL PATTERN <br />2X4 SECURE TO 2X4 BLK W!I-0d <br />SECURE TO BLK W/ META-16 <br />S. 2 INCH NAIL LENGTH <br />ROOF 6I4EATNING LAYOUT <br />AND ENDWALL BRACING <br />_ <br />-- BUILDING LENGTH <br />p <br />3- <br />TYP. <br />V <br />o! <br />rc <br />P <br />OG. MAX -EDGES 4 12' O.C. <br />MAX IN FIELD. UNTHREADED <br />'$HANK TO EXTEND BEYOND' <br />TNIOQJESS OF SUB -FLOOR <br />SHEATHING <br />O REMAINING AREA TO BE SHEATHED FROM DBL. TOP <br />PLATE TO HORIZONTAL BLOCKING. <br />OF WOOD FRAMED WALL O BE <br />STAGGERED D MINN.. OF 16' FROM SWEET BELOW <br />® INSTALL ALL SHEET$ WFACE GRAN PARALLEL <br />70 STUDS <br />EXT. 9HEATNNJG ATTACHMENT <br />2'- EXTEN ION ®0 SERVICE DR. <br />8 NOT USED <br />FOR GABLE END FRAMING <br />FOR <br />WALL SHEATHING (065 TO <br />STRUCTURAL GRADE) <br />BE <br />EXT. WALL SHEATHING <br />7 SCALE: 12'•I'-0' <br />TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />9 SCALE: V2'•1'-0' <br />A H C N I T E C T E <br />6 <br />Design <br />Grou i�.. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774E078 <br />FAX: 407-7744078 <br />www.a bdesigngroup.com <br />AA #: 0003326 <br />W <br />y <br />W <br />r; <br />.y- <br />O <br />y4 <br />hW <br />O <br />F <br />OF <br />V <br />9 DIV 4Te LOT: <br />SILVERADO <br />LOT #1 <br />BLK #6 <br />P1o:ww" <br />04128.000-00161 <br />][ODEIe <br />4EHB <br />"2605-HAYDEN" <br />G►ARAOZ OTRDM: <br />RIGHT <br />PAO& <br />MISC. <br />DETAILS <br />150 MPH EXP. B Of <br />DA'M 10/20/17 <br />OCA M 1/4"=1'-0" <br />8� D2 <br />