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-44 <br />PRE-ENGINEERED <br />TRUSS <br />4'-C' MIN. <br />MTS-12 <br />BOTTOM PLATE, <br />1116' 06B. <br />(2) 12d NAILS AT <br />2X4 <br />EA STUD. <br />ISM <br />PLATE <br />2X4 Oft. TOP PLATE <br />2X4 STUD 16' OL. <br />M I6' 088. <br />1/2' AS. W/ MIN. <br />T• EMBEDMENT <br />LOCATE 6'-8' FROM ENDS <br />AND 32' OL. MAX <br />TEXTURED FINISH <br />MTS-12 <br />META-16 <br />TOP PLATE: <br />32. OL. MAX. <br />8' CM WALL <br />(2) 12d NAILS WITHIN 4' OF EA, <br />PRE-EtY MEERED <br />END 1 (2)12d NAILS • 12' OL. <br />TRUSS <br />MAX IN FIELD. <br />KNEE WALL DETAIL <br />1 STICK BUILT WALL DETAIL <br />N.TS. <br />2 TO BLOCK <br />SCALE: 1/2'•I'-0' <br />SPS • EA. STUD TOP 4 <br />_ <br />-Ew. TRUSSES W/ <br />�� OM <br />SECURE 2x6 MIN. TO BLK W/ (2) Y,' <br />ANCHOR BOLT W/ 2' WASHER SET <br />CONNECT VERIFY WT�� <br />FRAMING PLAN <br />PRE-ENG TRUSSES W?R188 <br />IN SIMP^ 4 HIGH STRENGTH <br />DOUBLE TOP PLATE <br />4EADER <br />CONNECTOR UP TO 91 <br />SECURE 2x TO <br />EPDXY 4' EMBED. <br />2X4 SECURED TO <br />-� <br />UPLFT <br />NS Oft <br />&' TAPGON9 OR <br />-- - <br />GABLE END <br />W/(2112d•EA UPRK HT <br />2X4 BECUI�D TO <br />CRIPPLE STUDS • 16' O.C. <br />MAX <br />SIMPPSON LSTA-12 • EA. JACK <br />DOUBLE TOP PLATE <br />SIMPSON META-24 • EA JACK <br />FRacA•r <br />D IV <br />DRVE PIN <br />(MIN SHANK SIZE J45) <br />(MIN EMBED. I �'1 <br />• <br />14EADER SIZE PER <br />O <br />O <br />GABLE ENG W/(2112d <br />SPAN CHART. <br />STUD, BOTH SIDES OF <br />2xB STUDS • I6' OL. MAX W/ <br />WITHIN 8' O' EACH p <br />6'-8' OL. <br />OPENING. <br />SHEATHING <br />END AND 18' O.C. MAX n <br />2x STUDS • 16. OL. MAX W/ <br />WINDOSHEATW <br />D OBE <br />WITHIN }' OF WINDOW/ DOOR <br />���' \ <br />BECUFE 2x4 ON <br />SHEATHING SHEATHING TO BE <br />O�'� +s' <br />OPENING AND SECURE PER <br />FLAT TO BLK <br />DOOR/ <br />WITHIN }• OF WINDOW/ DOOR <br />FASTENER SCHEDULE <br />�' OSB. SHEATHING OR <br />W/ CUT NAILS. <br />WINDOW <br />OPENING AND SECURE PER <br />(2) STUDS, (2) JACKS • EA. <br />}' CDX I•LTUIOOD <br />OPENING <br />FASTENER SCHEDULE <br />SIDE OF OPENING <br />KING STUDS (SEE HEADER <br />JACK STUD ASSEMBLY TO BE{�� <br />SPAN CHART FOR DETAILS <br />AND BPECIFICATICN) <br />SECURED ONE PLY • A N 6' <br />USE 12d NAILS, TWO WITHIN 6' <br />2x4 BLOCKS <br />a <br />C" <br />L � • <br />GABLE BLOCKING <br />JACKS (SEE HEADER SPAN <br />FROM EACH END 1 NO MORE <br />THAN 12' O.C. STAGGERED <br />CM WALL <br />SIDES: <br />2X6 GARAGE DOOR BUCK W/ (3) <br />TRU88 <br />2x4 BLOCKING <br />CHART FOR DETAILS AND <br />SPECIFICATION) <br />WINDOW SILL W/CRPPLES <br />14X8• J-BOLTS 4' EMBEDMENT MIN. <br />EA. RAFTER <br />W' O.C. <br />W/ 2'X2'A 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 TIME. <br />}• DIA ANCHOR BOLT <br />GARAGE DOOR HDR IN JOINTS <br />W. EA <br />USE 12d NAILS, TWO WITHIN W <br />AT 16' O.G. MAX WITH l' <br />PRIOR TO FILLING. <br />RAFTER <br />FROM EACH END 1 NO MORE <br />THAN 12' OL. STAGGERED <br />EMBEDMENT AND 2' <br />DIA WASHER <br />�= <br />I-2X6 PT BLOCK • CENTER OF <br />2x4 RAFTER <br />DOOR HEADER IW(U 15'XB' J-BOLTS <br />s 24' O.C. <br />8P4 OR H5 - TOP AND <br />SIMPSON MSTAM-24 EA. <br />4' EMBEDMENT W/ 2'X2'W WASHER <br />MUD NUij_oj <br />�M� <br />BOTTOM PLATES • EA FULL <br />LENGTH STUD, BOTH SIDES <br />JACK, SECURED W/ <br />SPECIFIED ANGHIORB <br />R <br />(TYP) <br />OF OPENING. <br />SHEATHING TO LAP TO TOP <br />OF MASONRY WALL. <br />2X6 P.T. BOTTOM PLATE <br />S: <br />ALL ANCHORS SHALL BE IN ACCORDANCE TO <br />MMNFACTURER'8 INSTALLATION INSTRUCTIONS UAERE <br />SHEATHING MUST NOT <br />SUCH INSTRUCTIONS ARE MORE STRINGENT <br />BREAK I'-4' Mitt FF2'JI'1 2ND <br />GARAGE DOOR <br />TYP. <br />EXTERIOR WINDOW DOOR <br />� <br />FLR LINE. <br />%1BUCK ATTACHMENT <br />4 FRAMED OVERHANG <br />N.TS. <br />5 OPENING <br />WD FRAMED W FLOOR <br />TRUSS <br />WINDOW <br />® 2-STORY <br />OPENING <br />WALL <br />ARCH WINDOW FRAME SECTION <br />6 SCALE: 1/2•.1'_0• A <br />5CALE=I/!'•I'-0' <br />SCALE: V2'•I'-0' <br />" - <br />C C <br />FASTENER SCHUQUL-E <br />NOTE: TYP. EXT. SHEATHING ATTACHMENT <br />ROOF DIAPHRAGM <br />re Ro.G suave real w.i�s • 4 oe. FOR SHEAR 1 UPLIFT (OSB. TO BE STRUCTURAL <br />USE 7/I6' OSB. OR 1/2' CDX PLY WITH 8 RING SHAW <br />GUN NAILS AT 4' OL. AT <br />GRADE) CONNECTORS FROM STUD TO PLATE Al. <br />SUPPORTED PANEL EDGES AND 8 RING SHANK GIN <br />NAILS AT 6' OZ. AT <br />NOT REQUIRED EXCEPT • OPENINGS <br />PRE-ENG. TRUE$ <br />/ <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />DEL. 1X TOP PLATE <br />ROOF SHEATHING TO GABLE END FRAME <br />OSB. <br />USE 8 GUN NAILS • 4' Or-VI6. <br />2X �TOP <br />EXTERIOR SHEATHING <br />m <br />OF <br />USE IAA OSB. OR I/2' PLY WITH 8 RING SHIAW GUN NAILS AT 6' OL. AT <br />PANEL SIDES AND 8 RING 9HMK GW NAILS 4' OG. TOP 1 BOTTOM <br />1O <br />lAr.' OSB. <br />PANEL AND 8 RING SHANK GUNNAILS AT b' OL. A7 <br />o <br />2X STUDS 16' OL. MAX <br />a <br />INTERMEDIATE 9UPPOR'IS. SEE DETAIL. <br />NOTE: <br />8 RING 9HNJG CaIM NAILS <br />1 • 6. OL. IN FIELD <br />2X BTM, PLATE <br />RING SHANK GUNNAILS SHALL BE PERMITTED AS <br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER. <br />AN <br />U <br />9/4' FLOOR DECKING <br />NAIL REQUIREMENTS <br />SIZE HEAD LENGTH DIA LE S <br />m <br />• <br />F <br />PRE- ENGINEERED s <br />FLOOR =84 <br />2X4 •TOP / <br />I I I I I IROUNDQ <br />8d MODIFI 2 3/8, JIB tic~ <br />OR T <br />TOP CORD BLOCKING AT 4' <br />OlC MAX IN FIRST 2 FRAMING <br />SPACE$ AT EACH END. <br />o <br />1 <br />u <br />EXT. SHEATHING ATTACHMENT FOR ROOF <br />BOTTOM COIN. <br />W/ (5) 12d NAILS <br />NCIM, NAILS TO BE PFG. BY MEMBER OF INT. <br />RAFTER OR <br />o <br />9 <br />SHE (OSB. TO BE STRUCTURAL. GRADE) <br />E L1 SHE <br />IP O <br />META-16 <br />BLK WALL <br />STAPLE, NAIL 1 TOOL ASSOCIATION <br />I muP .emu NOMINAL SH • K DIAMETER <br />ROOF SHEATHING <br />a <br />� <br />(D CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK <br />2X4X4' SECURE TO TRU88 W! 3-12d <br />2 RING DIAMETER OF 0AI2 OVER SHANK DIAMETER <br />3. I6 TO 20 RINGS PER INCH <br />P <br />• <br />• <br />- -y' <br />W/ 114' GAP FROM BLK TO OJ3.6. <br />O HORZONTAL 2X SPY. 9TR1C7URAL BLOCKING AT <br />6'-8' OL. MAX TYP. <br />4. 0180 1NO.1 FULL 18d1ND HEAD DIA)-ETER <br />8 2' DECK SCREWS • 6'-B' <br />PERMETEIQ OF OSB. TO PRONDE CONT. NAIL PATTERN <br />2X4 SECURE TO 7X{ ELK WR-12d <br />- - i+ NAIL LENGTH <br />0 <br />`� MAX 11N FIELD. UNTHI�ADED <br />O REMAINING AREA TO BE SHEATHED FROM DBL. TOP <br />SECURE TO BLK W/ META-16 <br />3 <br />v SHANK TO EMEND BEYOND' <br />THICKNESS OF SUB <br />PLATE TO HORIZONTAL BLOCKING. <br />OO SHEATHING • TOP OF WOOD FRAMED WALL TO BE <br />ROOF 5PEATHING LAYOUT <br />a, o -FLOOR <br />SHEATHING <br />a• <br />STAGGERED MIN. OF *'FROM SHEET BELOW <br />QQ INSTALL ALL SHEETS W.PACE GRAIN PARALLEL <br />AND ENDWALL BRAG INCH <br />BUILDING LENGTH <br />TYP_ <br />EXT. SHEATHING ATTACHMENT F <br />TO STUDS <br />2'-0" EXTENSION OPT SERVICEDR. <br />8 NOT USED <br />FOR GABLE END FRAMING <br />S77RRJC�RALL GRADE) `� T� � <br />TYP. 3/4' TKa SUB -FLOOR DECKW. GLUED TO <br />EXT. WALL SHEATHING <br />7 <br />9 SCALE: <br />SCALE: I/t'•P_0 <br />ALL EXPOSED MEMBERS <br />A R C R I T E C T E 1 <br />6 <br />Design <br />GrouM1a <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAK 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />Pq <br />h <br />U <br />O <br />a <br />y <br />A <br />F <br />O <br />1 <br />R <br />I! <br />BUEWIV. do Lore <br />SILVERADO <br />LOT 47 <br />BLK 6 <br />-ftoj 00-04761 <br />moDmlu <br />4EHB <br />"2605-HAYDEN" <br />GAMAGM 81IMO: <br />LEFT <br />PAGW.. <br />MISC. <br />DETAILS <br />150 MPH EXP. B Of <br />P TM D10/20/1'7 <br />SUM& 1/4"=1'-0" <br />az� <br />D 2 <br />