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PRE-ENGINEERED <br />TRUSS <br />4'-m' MIN. <br />MTS-12 <br />BOTTOM PLATE: <br />1/16' OSB. <br />(2) 12d NAILS AT <br />2x4 <br />EA STUD. <br />BTM. <br />PLATE <br />2X4 DBL. TOP PLATE <br />2X4 STUD 16' OL. <br />1A6' 08B. <br />1/2' A.B. W/ MIK <br />1' EMBEDMENT <br />LOCATE 6'-8' FROM ENDS <br />AND 32' O.G. MAX. <br />TEXTURED FINISH <br />META -I& <br />MTS-12 <br />32' OL. MAX. <br />8' CM WALL <br />(2) 12d NAILS WITHIN 4- OF EA <br />PRE-EPasMEERED <br />END 4 (2) 12d NAILS a 12' OL. <br />TRUSS <br />MAX IN FIELD. <br />KNEE WALL DETAIL <br />�1 STICK BUILT WALL DETAIL <br />1 KTS. <br />2 TO BLOCK <br />SCALE: IR'.I'_m• <br />6P8 a EA. STUD TOP 4 <br />SECURE 2x6 MIN. TO BLK W/ (21 /4' <br />PRE-ENG TRUSSES W/ TRUSS <br />CONNECTOR VERIFY W/ <br />BOTTOM <br />ANCHOR BOLT W/ 2' WASHER SET <br />FRAMING PLAN <br />P'IE-ENG TRUSSES W/TRUS9 <br />A <br />IN 91MP90N HIGH 9TRENSiH <br />EPDXY 4' EMBED. <br />2X4 SECURED TO <br />DOUBLE TOP PLATE <br />�' HEADER <br />CONNECTOR UP TO •Ilan <br />UPLIFT <br />SECURE 2x TO BLOCK <br />-- —- <br />GABLE END <br />CRIPPLE STUDS a 16- CO. <br />S OR <br />W/ (2) a' TAP;0,C. <br />WI(2)12d-EA. UPRIGHT <br />MAX <br />DOUBLE TOP PLATE <br />DRIVE PIN <br />. -. ® _ _ _- <br />HEADER SIZE PER <br />2X4 SECURED TO <br />SIMPSON L6TA-12 c EA. JACK <br />SIMPSON META-24 a EA JACK <br />(MIN SHANK .145) <br />(MIN EMBED. ff <br />� <br />FREce91 <br />D <br />(]. <br />GABLE ENS W/!2)12d <br />SPAN CHART. <br />STUD, BOTH SIDES OF <br />2x8 STUDS a 16, O.C. MAX W/ <br />WITHIN 8' OF H6'-8' <br />OL. <br />OPENING. <br />9HEATHING.BREATHING TO BE <br />END AND 18' HAXC9 <br />SPAClW2x <br />STUDS a 16'OL. MAX W/ <br />WITHIN I' OF WINDOW/ DOOR <br />SECURE 2x4 OH <br />SHEATHING. SHEATHING TO BE <br />owr c ae <br />OPENING AND SECURE PERFLAT <br />TOBLK <br />DOOR/ <br />WITHIN I' CF WINDOW/ DOOR <br />FA9TEtER SCHEDULE <br />J'O.SB. SHENG OR <br />CUT NAILS. <br />WINDOW <br />OPENING AND SECURE PER <br />(2) (2) JAGK9 a EA. <br />I' CDX PLTW <br />— <br />9- <br />OPENING <br />`` <br />FASTENER SCHEDULE <br />SIDE OF OPENING <br />E OF <br />KING STUDS lSEE HEADER <br />SPAN CHART FOR DETAILS <br />JACK STUD ASSEMBLY TO BE <br />- <br />w ro <br />AND SPECIFICATION) <br />SECURED ONE PLY; A TIME. <br />o0 <br />2.4 BLOCKS I <br />C9 SIDES: <br />p. <br />L-3m • <br />GABLE BLOCKING <br />JACKS (SEE HEADER SPAN <br />USE 12d NAILS, TWO WITHIN 6' <br />FROM EACH END 4 Es MORE <br />THAN 12' OL. STAGGERED <br />-- _ <br />CMIU WALL <br />_ <br />a <br />p 3 <br />-- --�- <br />2X6 GARAGE DOOR BUCK UL l3) <br />7�gg <br />2x4 BLOCKING <br />I. <br />1' <br />CHART FOR DETAILS AND <br />SFECIFICATICN) <br />WINDOW SILL W/CRIPPLES • <br />)f'X8' J-BOLTS 4' EMBEDMENT MIN. <br />EA RAFTER <br />I6' CO- <br />- _ ` <br />W/ <br />W/ 2•.'4.4 WASHER AND NUT <br />EVENLY FROM FLOOR TO <br />L-30EA <br />RAFTER <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY • A TIME. <br />I' PIA ANCHOR BOLT <br />GARAGE DOOR HIM IN JOINTS <br />H28 EA <br />USE 12d NAILS, TWO WITHIN 6' <br />AT US' CO. MAX WITH l' <br />-- -'--' -T- -- <br />PRIOR TO FILLING. <br />I-2X6 Pi BLOCK a CENTER OF <br />RAFTER <br />II I <br />I <br />FROM EACH END NO MORE <br />THAN IV OL. STAGGERED <br />EMBEDMEM AND 2' <br />DIA WASHER <br />DOOR HEADER W/(V X4•XB' J-BOLTS <br />j <br />2z4 RAFTER <br />• 24' OL. <br />_ LL <br />SP4 OR H5 • TOP AND <br />SIMPSON MSTAM-24 a EA <br />I <br />4' EMBEDMENT W/ 2•X2'Jds' WASHER <br />2x4 <br />0 <br />BOTTOM PLATES s EA FULL <br />JACK, SECURED Y' X I <br />AND NUT <br />FRAMING <br />LENGTH STUD, BOTH SIDES <br />3/4' TAPCONS TO CMU <br />CM <br />O• <br />R <br />(TYP) <br />OF OPENING. <br />I Al <br />WMIK 2' COVER 4 2' APART <br />SHEATHING TO LAP TO TOP <br />WALL. <br />OF MASONRYNG <br />2X8 P.T. BOTTOM PLATE <br />—..-- — <br />SHEATHIST NOT <br />MU <br />I I <br />BREAK I'-4' MIN. FROM 2ND <br />___-I-_ � <br />-- <br />GARAGE DOOR <br />TYP. <br />EXTERIOR WINDOW / DOOR <br />FLR LINE. <br />�1BUCK ATTACHMENT <br />SCALE: <br />�1 FRAMED OVERHANG <br />`F N.T.S. <br />� OPENING <br />\ / <br />WD FRAMED (W/FLOOR <br />TRUSS <br />WINDOW <br />® 2—STORY <br />OPENING <br />WALL <br />%� ARCH <br />v <br />WINDOW <br />FRAME A SECTION <br />SCALE: 1/2•-1--0- <br />1/2*.1--0- <br />SCALE: I/1'•I'-m' <br />----_----- <br />e. - <br />FASTENER SCHEMULE <br />ROOF DIAPHRAGM <br />re R rc suaux cxw NaLs • a• oc. <br />NOTE: TYP. EXT. SHEATHING ATTACHMENT <br />FOR SHEAR 4 UPLIFT (OSB. TO BE STRUCTURAL <br />USE 1/16' OSB. OR 1/2' CDX PLY WITH •9 RING SHANK GUN NAILS AT 4' OL. AT <br />SUPPORTED PANEL EDGES AND •8 RING SHANK GIN NAILS AT 6' CO. AT <br />_ * Lm**ar+Ew es <br />GRADEI CONNECTORS FROM STUD TO PLATE ARE <br />NOT REQUIRED EXCEPT • OPENINGS <br />PRE -FEW.- TRUSS <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />DBL. 2X TOP PLATE <br />ROOF SHEATHING TO GABLE END FRAME <br />'a <br />USE •6 GW NAILS a 4. O.C. <br />' <br />EXTERIOR SHEATHING <br />,'• <br />2X BLOCKING • --- <br />TOP OF <br />1�7PANEL <br />USE 1/I6' E$ OR U2' PLY WITH •6 RING.RAILS ' Glut <br />SIDES AND '8 RING GUN NAILS 4' O.C. <br />NAILS AT 6' OL. At <br />TOP i BOTTOM <br />1/16' OS.B. <br />PANEL AND '8 RING SHANK GUN NAILS AT 6' CO. AT <br />GUN <br />ie <br />J <br />z � � <br />2X STUDS I6' O.C. MAX. <br />e <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />w _ $RING SHANK GUN NAILS <br />s 6' O.C. IN FIELD <br />2X BTM. PLATE <br />a <br />. <br />NOTE: RING SHANK GW NAILS SHALL BE PERMITTED AS <br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER <br />AN <br />( <br />3/4' FLOOR DECKING <br />�+ <br />I <br />NAIL REQUIREMENTS <br />SIZE HEAD I LENGTH DIA. ITENSILE 9T <br />ed ROUNDMODIFIE 2 3/8 .113 1 110000 <br />T <br />NOTE: NAILS TO BE MPG. BY MEMBER OF INT. <br />TOP CORD BLOCKING AT 4' <br />CO.2X4OR <br />MAX IN FIRST 2 FRAMING�ryry <br />SPACES AT EACH END. <br />10 <br />RAFTER OR TRIIS <br />o - <br />W <br />Z <br />Z� - <br />IV <br />: U <br />F <br />- <br />TYP. EXT. SHEATHING ATTACHMENT FOR ROOF <br />SHEATHING <OSB. TO BE STRUCTURAL GRADEI <br />PRE- ENGINEERED o <br />FLOOR TR199 <br />4 BOTTOM eCONT <br />HEtA-16 <br />BLK WALL <br />STAPLE, NAIL 4 TOOL ASSOCIATION <br />I. 0.113 INCH NOMINAL SHANK DIAMETER <br />ROOF SHEATHING <br />;q <br />O1 CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK <br />- - <br />P <br />e <br />W/ 1/4' GAP FROM BLK TO OSB. <br />2X4X4' SECURE TO TRUSS W/ 3-I2d <br />3. 16 TO 2m RINGS PER INCH <br />O HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT <br />6'-8. O.C. MAX TYP• <br />4. 0280 INCH FULL ROUND HEAD DIAMETER <br />r m 18 2' DECK SCREWS a 6'-8' <br />O.C.MAX a EDGES 4 12' O.C. <br />PERIMETER OF OSB. TO PROVIDE CONT. NAIL PATTER" <br />2X4 SECURE TO 2X4 BLK W/l-12d <br />5. 2 INCH NAIL LENGTH <br />p <br />w <br />MAX FIELD. UNTHREADED <br />O3 REMAINING AREA BREATHED FROM DBL. TOP <br />SECURE TO BLK W/ META-I6 <br />! <br />- <br />a . 'THANK <br />PLATE TO HORIZONTAL BLOCKING. <br />TEXTEND BEYOND' <br />THICKNESS S OF SUB -FLOOR <br />®SHEATHING •TOP OF U100D FRAMED WALL TO BE <br />C <br />ROOF 5NEATHINGz LAYOUT <br />�;. BREATHING <br />STAGGERED MIN, OF 16' FROM SHEET BELOW <br />Q INSTALL ALL SHEET$ WiFACE GRAIN PARALLEL <br />BUILDING LENGTH <br />rc <br />P <br />TO STUDS <br />AND ENDUTALL BRACINCs <br />___ 7Yp <br />EM. SHEATHING ATTACHMENT <br />2'-0 "EXTENSION ® OPT SERVICE DR. <br />8 NOT USED <br />FOR GABLE END FRAMING <br />FOR <br />STRUCTURAL <br />WALL SHEATHING (096 TO <br />GRADE) <br />BE <br />TYP. 3/4' T4G SUB -FLOOR DECKIW.s GLUED 70 <br />Fi' XT. WALL I SHEmATHING <br />(may/ <br />SCALE: I/2'•I'-m' <br />ALL EXPOSED MEMBERS <br />A R C N I T E C T 5 <br />6 <br />Design <br />Grou <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />F <br />W <br />y <br />W <br />0 <br />V <br />h <br />Z <br />F <br />y <br />C <br />F <br />A <br />F <br />ST mry a LOT. <br />SILVERADO <br />LOT 2 <br />BLK 2 <br />PROIEC <br />04128.000-02002 <br />MODEU <br />4EGB <br />"GALEN" <br />GARAGE aware: <br />RIGHT <br />PAGE: <br />MISC. <br />DETAILS <br />50 MPH EXP. B <br />ARCHrrECT- <br />STATE OF FLONDA <br />D TM 10/24/16 <br />i9z�T <br />D 2 <br />