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PRE4— <br />TRUS <br />4'-C'MIN. <br />M9- <br />BOTTOM PLATE: <br />l/Ib' <br />(2) 12d NAILS AT <br />2X4 <br />EA. STUD. III <br />BTM. <br />PLA1X4 <br />DBL. TOP PLATE <br />2X4 STUD I6' OL. <br />l/I6' OBB. <br />1/2' A.B. W/ MIN. <br />I EMBEDMENT <br />LOCATE W-8' FROM ENDS <br />AND 32' O.C. MAX. <br />TEXTURED FINISH <br />MT9- <br />META-Ib <br />T <br />32, O8' CMU WALL <br />(2)12d NAILS WITHIN 4' OF EA. <br />PRE <br />END 4 (2) 12d NAILS s 12' OL. <br />TRUSS <br />MAX IN FIELD. <br />KNEE WALL DETAIL <br />1 STICK BUILT WALL DETAIL <br />N.TS. <br />(? - BLOCK <br />SCALE: 1/1'•1'-m' <br />SP8 • EA. STUD TOP 4 <br />_ <br />RS <br />BOTTOM <br />SECURE 2xb MIN. TO BLK W/ (2) $ <br />ANCHOR BOLT W/ 2' WASHER SET <br />CONNECT 1TTRUS5 <br />FRAMING PLAN <br />A <br />IN $IMPS 4 HIGH STRENGTH <br />DOUBLE TOP PLATE <br />HEADER <br />CONNECTOR�UPPTTO 10mm <br />SECURE 2x TO BLOCK <br />EPDXY 4' EMBED. <br />2X4 SECURED TO <br />UPL FT <br />W/ f2) �' TAPCON9 OR <br />_� <br />GABLE END <br />W/(2JI2dsEA. UPRIGHT <br />CRIPPLE STUDS • Ib' O.C. <br />MAX <br />DOUBLE TOP PLATE <br />DRIVE PIN <br />(MIN SHANK SIZE .145) <br />.T _- <br />-- ..._ _—. <br />HEADER SIZE PER <br />F1ECe8T <br />2X4 SECURED TO <br />SIMPSON LOTA-12 • EA JACK <br />SIMPS MSTA-24 s EA. JACK <br />''-" <br />(MIN EMBED. I }'J o <br />G C] <br />Gi <br />GABLE ENS W/l2L2d <br />SPAN CHART. <br />STUD, BOTH SIDES OF <br />2xe STUDS Ib' OL. MAX W/ <br />oa <br />b'-8' OL. <br />OPENING. <br />SHEATHING. SHEATHING TO BE <br />EINDIMID IB' O.C.MAX <br />-J_ <br />2x STUDS • W OL. MAX W/ <br />o�u�r� �' <br />WITHIN ' OF WINDOW/ DOOR <br />SPACING' <br />SECURE 2x4 ON <br />SHEATHING. SHEATHING TO BE <br />OPENING AND SECURE PER <br />FLAT TO BLK <br />W/ CUT NAILS.. <br />1 <br />DOOR/ <br />WINDOW <br />WITHIN J' OF WINDOW/ DOOR <br />OPENING AND SECURE PER <br />FASTENER SCHEDULE <br />(2) STUDS, (2) JACKS s EA' <br />J' O.SB. SHEATHING OR <br />CDX PLYWOOD <br />OPENING <br />` <br />FASTENER SCHEDULE <br />SIDE OF OPENING <br />KING STUDS (SEE HEADER <br />JACK STUD ASSEMBLY TO BE <br />- <br />SPAN CHART FOR OETAIL9 <br />AND SPECIFICATION) <br />SECURED ONE PLY • A TIME. <br />e <br />o0 <br />2.4 BLOCKS <br />USE 12d NAILS, TWO WITHIN 6' <br />L•] <br />0 <br />L-� s <br />GABLE BLOCKING <br />JACKS (SEEFOR HEADER SPAN <br />FROM EACH END 4 NO MCRE <br />THAN 12' OL. STAGGERED <br />o a <br />CMU WALL <br />SIDES: <br />2x6 GARAGE DOOR BUCK W/ l3) <br />TRUSS <br />1x4 BLOCKING <br />OFIARf FOR DETAILS AND <br />SPECIFICATION) <br />WINDOW SILL W/CRIPPLES <br />)S'Xe' J-BOLTS 4' EMBEDMENT MIN. <br />EA RAFTER <br />I6' OL. <br />W/ 2'X2'Xlb 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 s A TIME. <br />I• DIA ANCHOR BOLT <br />GARAGE DOOR IN JOINTS <br />--RH2bAF ER <br />USE 12d NAILS, TWO WITHIN 6' <br />AT Ib' O.C. MAX WITH l' <br />G. <br />PRIOR TO FILLING. <br />BLOCK CENTER OF <br />"`^�'� '"'--' <br />RAFTER <br />FROM EACH END 4 NO MORE <br />THAN 12' O.C.STAGGERED <br />EMBEDMENT AND 2' <br />DIA WASHER <br />PF�cAeT <br />eILL <br />DOORH <br />DOOR HEADER W/l11 K'Xe' J-BOLTS <br />2x4 RAFTER <br />ar 24' OL <br />JJ IL <br />SP4 OR H5 4r TOP AND <br />SIMPSON MSTAM-24 s EA. <br />4' EMBEDMENT W/ 1'X2'XJ6' WASHER <br />2.4 <br />O <br />BOTTOM PLATE$ - EA. FULL <br />JACK, SECURED W/(3) Y.' X I <br />�- <br />AND NUT <br />FRAMING <br />LENGTH STUD, BOTH SIDES <br />3/4' TAPCONS TO CMU <br />C] <br />(TYP) <br />OF OPENING. <br />W/MIN. 2' COVER 4 2' APART <br />SHEATHING TO LAP TO TOP <br />2X9 P.T. PLATE <br />_ _ <br />. i' - <br />OF MASONRY WALL. <br />SHEATHING MUST NOT--- <br />BOTTOM <br />-_- <br />BREAK 1'-4' MIN. FROM 2ND <br />-_ -_ __i• <br />__'-__.. <br />T <br />1 <br />GARAGE DOOR <br />TP. <br />Y EXTERIOR WINDOW <br />/ DOOR <br />FLR LINE. <br />%q�BUCK ATTACHMENT <br />U <br />4 FRAMED OVERHANG <br />N.TS. <br />rF�OPENING <br />v <br />WD FRAMED <br />LW,LFLOOR <br />TRUSS)��� <br />WINDOW <br />2—STORY <br />OPENING <br />WALL <br />ARCH WINDOW <br />scALE:1/2••I'-m• <br />FRAME A SECTION <br />SCALE:112.0--0' <br />9CALE:IQ'•I'-m' <br />FASTENER SCHEDULE <br />T <br />NO 1 1=YYP. SHEATHING <br />ROOF DIAPHR.4GI-I <br />L <br />UPLIFT. <br />.SIS.TO AL <br />FOR SHEAR 4 UPLIFT (ORB. TO MEATTACHMENTIJCTUR <br />USE 1/16' OSB. OR I/2' GDX PLY WITH d RING SHANK <br />GILD NAILS AT 4' OL. AT <br />STUD O PLATE <br />GRADE) CONNECTORS FROM STUD TO PLATE ARE <br />SUPPORTED PANEL EDGES AND -S RING SHANK GUN <br />NAILS AT b' CC. AT <br />NOT REQUIRED EXCEPT OPENINGS <br />PRE-ENG. TRUSS <br />j / T <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />DBL. 2X TOP PLATE <br />1 <br />ROOF SHEATHING TO GABLE END FRAME <br />USE 'e GIN NAILS e 4' OL. <br />vi <br />lOC <br />I <br />. j <br />IWG - <br />2X BLOCKING • <br />EXTERIOR SHEATHING <br />1/2' •d SWANK AT <br />1 <br />_ <br />TOP OF <br />USE l/16' OSB. OR PLY WITH RING GNAILS b' Or -AT <br />PANEL SIDES AND 13 RING SHANK GUN NAILS 4' OL. TOP 4 BOTTOM <br />'8 <br />z.l C <br />l/Ib' OSB. <br />2X STUDS IB' OZ. MAX <br />ry <br />PANEL AND RING SHANK GUN NAILS AT b' OL. AT <br />�i '8 RING SHANKGUNGNAILS <br />?I <br />ell <br />-i <br />INTER'9:DIATE SUPPORTS. SEE DETAIL. <br />_ <br />• 6' OG. IN FIELD <br />2X BTM. PLATE <br />NOTE: RING SHANK GUN NAILS SHALL BE PERlITTED AS <br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER <br />AN <br />/1 <br />of <br />3/4' FLOOR DECKINGG <br />NAIL REQUIREMENTS <br />SIZE -- HEAD _ -- - _ LENGTI-I jqk TENSILE S T <br />8d ROWDMODIFIE 1 3/8' .113 ilmL9271 <br />OR 7 <br />d w <br />TOP CORD SLOGGING AT 4' §Sol <br />OL. MAX. IN FIRST 2 FRAMING w <br />SPACES AT EACH END. <br />a <br />o <br />Q <br />yU u <br />qq <br />Y <br />T' <br />TYP. EXT. SHEATHING ATTACHMENT FOR ROOF <br />PRE- ENGINEERED m <br />FLooRTRLss <br />('� <br />2X4 s TOP _ S <br />4 BOTTOM CONT. <br />l <br />NOTE: NAILS TO BE YFG. BY MEMBER OF INT. <br />U <br />o <br />RAFTER OR TRUSS <br />� <br />K It <br />N 0 <br />SHEATHING (OSB. TO BE STRUCTURAL GRADE) <br />HETA-I6 <br />BLK WALL <br />STAPLE, NAIL 4 TOOL AB' CIATION <br />I. m.113 INCH NOMINAL 8HANK DIAMETER <br />ROOF SHEATHING <br />�p <br />0 CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK <br />- - <br />I I <br />e <br />W/ I/4' GAP FROM BLK TO OSB. <br />2X4X4'SECURE TO TRU9$ W/ 3-12d <br />3. Ib TO 20 RINGS PER INCH <br />a <br />O HORIZONTAL 2X BPF. STRUCTURAL BLOCKING AT <br />b'-8' OL. MAX TYP. <br />I z C <br />L I <br />�'" •8 2' DECK SCREWS s W-6' <br />O.C. MAX • EDGES 4 12' O.C. <br />PERIMETER OF OSUS. TO PROVIDE CONT. NAIL PATTERN <br />2X4 SECURE TO 2X4 BLK W/2-12d <br />5. 2 INCH NAIL LENGTH <br />_� p� <br />rr <br />-rr 3 <br />IN FIELD. <br />a ' <br />O3 IRE AINING AREA TO BE SHEATHED FROM DBL. TOP <br />ATE PLATE TO HORIZONTAL BLOCKING. <br />SECURE t0 BLK W/ META-Ib <br />_MAX <br />W <br />SHANK TO EXTEND BEYOND <br />�o THICKNESS OF SUB -FLOOR <br />® SHEATHING • TOP OF WOOD FRAMED WALL TO BE <br />ROOF 6HEATI--IING LAYOUT <br />$HEATHING `\ <br />rc� <br />STAGGERED MIN. OF 16' FROM SHEET BELOW <br />Q5 INSTALL ALL SHEETS W,FACE GRAIN PARALLEL <br />AND ENDLUALL BRACING <br />BUILDING LENGTH P / <br />'�----- '-- LENGTH TYP. EXT. SHEATHING ATTACHMENT <br />TO STUDS <br />2'-0" EXTENSION ® OPT SERVICE DR. <br />/� <br />NOT USED <br />FOR GABLE END FRAMING <br />FOR <br />STRUCTURAL <br />WALL SHEATHING (OSB TO <br />GRADE) <br />BE <br />TYP. 3/4' TAG SUB -FLOOR DECKING GLUED TO <br />EXT. WALL SHEATHING <br />7 <br />SCALE: I-1-0' <br />SCALE: <br />IR'•I'-m' <br />ALL EXPOSED MEMBERS <br />A R C H I T E C T 81 <br />6 <br />Design <br />Grou .r,�. <br />WS N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.a bdesigngroup.corn <br />AA #: 0003325 <br />114 <br />W <br />y <br />V <br />W <br />0 <br />4 <br />y <br />W <br />O <br />C <br />W <br />SILVERADO <br />LOT 2 <br />BLK 1 <br />PROJECT <br />04128.000-02001 <br />MODELS <br />4EBB <br />1828- CALI" <br />GARAGE OWMAM: <br />LEFT <br />PAGE: <br />MISC. <br />DETAILS <br />50 MPH EXP. B <br />ARCHn'ECT- <br />STATE OF PLORIDA <br />2 016 <br />V <br />D � 09/19/16 <br />SCALE: 1 /4"=1'— 0" <br />SHEET <br />�2 <br />