Laserfiche WebLink
PRE-ENGINEERED <br />TRUSS <br />4'-0' MIN. <br />MTS-12 <br />BOTTOM PLATES <br />7116. 05.5. <br />(2) 12d NAILS AT <br />2X4 <br />EA STUD. <br />1 <br />PLATE <br />2X4 DBL. TOP PLATE <br />i <br />2X4 STUD 6' OL. <br />TA6' OSB. <br />If2' AB. W/ MIN <br />DM 7 EMBEENT <br />LOCATE 6'-8' FROM ENDS <br />AND 32' OC. MAX <br />TEXTURED FINISH <br />MTS-12 META-16 <br />32' OL. MAX. 8' CMU WALL <br />(2)12dNAILS WITHIN 4' OF EA <br />PRE-ENGINEERED <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 />N.TS. <br />2 TO BLOCK <br />SCALE: Ifl'•I'-m' <br />SECURE 2.6 MIN. TO BLK W/ (2)Y1 <br />_ <br />CONNECTOR VERY W/� <br />SPS a EA. STUD TOP N <br />�� <br />HEADER <br />ANCHOR BOLT W/ 2' WASHER SET <br />IN SIMF'BON H*W STRENGTH <br />EPDXY 4' EMBED. <br />-- -- <br />2X4 SEC AHED TO <br />GABLE END <br />W/l2)12deEA UPRIGHT <br />FRAMIry FLANPRE-ENG <br />DOUBLE TOP PLATE <br />CRIPPLE STUDS a w OL. <br />MAX <br />TRUSSES W?RU99 <br />CONNECTOR UP TO �000 <br />UPLIFT <br />DOUBLE TOP PLATE <br />A <br />SECURE 2x TO BLOCK <br />W/ (2) J' TAPCON9 OR <br />DRIVE PIN <br />(MIN SHANK SIZE .1.1 <br />-- <br />-- -- <br />_ -' <br />}9 HEADER SIZE PER <br />peer <br />2X4 BECUI�D i0 <br />SIMPSON LSTA-12 a EA JACK <br />SIMPSON MSTA-24 a EA. JACK <br />MM EMBED. 14.) ags� <br />O u <br />SECURE 2.4 ON <br />FLAT TO BLK <br />C•1 <br />GABLE FW . W/(2A2d <br />6'-S' OL. <br />SPAN CHART. <br />STUD, BOTH SIDES OF <br />OPENING. <br />2. STUDS a 16' OC. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />WITHIN }' OF WINDCUI/ DOOR <br />nnx. <br />2xS STUDS a 16' OC. MAX W/ <br />SHEATHMCx SHEATHING TO BE <br />WITHIN I' OF WINDOW/ DOOR <br />OPENING AND SECURE PER <br />FASTENER SCHEDULE <br />WITHIN S' OF EACH n, <br />END AND 18' OL. MAX A d <br />�AC�' <br />J' OSB. SHEATHING OR - <br />DOOR/ <br />W/ CUT NAILS. <br />OPENING 1, <br />OPENING AND SECURE PER <br />FASTENER SCHEDULE <br />(2) STUDS, (2) JACKS- EA <br />SIDE OF OPENING. <br />li' C )X PLYWOOD <br />- <br />_LTAND <br />KING STUDS (SEE HEADER <br />SPAN CHART FOR DETAILS <br />SPECIFICATION) <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY e A TIME. <br />USE 12d NAILS, TWO WITHIN 6' <br />2x4 BLOCKS <br />a <br />Ltl SIDES: <br />2X6 GARAGE DOOR BUCK W/ (3) <br />Y1'X8' J-BOLTS 4' EMBEDMENT MIN. <br />W/ 2'X2'A WASHER AND NUT <br />SPACED EVENLY FROM FLOOR TO <br />GARAGE DOOR HDR IN JOINTS <br />PRIOR TO FILLING. <br />1-2X6 PT BLOCK a CENTER OF <br />DOOR HEADER-.))J'XB' J-BOLTS <br />4' EMBEDMENT W/ 2'X2'XYe' WASHER <br />AND NUT <br />O• <br />Cfl <br />O• <br />L 9m a <br />GABLE BLOCKING <br />TRUSSI <br />2x4 BLOCKI NG <br />• EA. RAFTER <br />L-W EA <br />RAFTER <br />H25 EA <br />2x4 RAFTSER <br />a 24' OL. <br />FR 11'-11MG <br />(TTP) <br />T TCHART <br />JACKS (SEE HEADER SPAN <br />FOR DETAILS AND <br />SPECIFICATION) <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY e A TIME. <br />USE 126 NAILS, TWO WITHIN 6' <br />FROM EACH END 1 NO MORE <br />THAN 12'OC. STAGGERED <br />SP4 OR NS •TOP AND <br />BOTTOM PLATES a EA FULL <br />LENGTH STUD, BOTH SIDES <br />OF OPENING. <br />SHEATHING TO LAP TO TOP <br />OF MASONRY WALL. <br />FROM EACH END N NO MOIRE__ <br />THAN 12' O.C. STAGGERED <br />WINDOW SILL W/CRIPPLES e <br />V., oz. <br />LT <br />A �I6 OLC MAX W) -I <br />EMBEDMEM AND 2' <br />DIA WASHER <br />SIMPSON MSTAM-24 a EA <br />JACK, SECURED W/(3) Y' X I <br />3/4' TAPCCN5 TO CMU <br />W/MM. 2' COVER N 2' APART <br />2X0 P.T. BOTTOM PLATE <br />_ <br />-j <br />1 <br />CMU WALL <br />- <br />1 <br />iT+ <br />�— <br />SHEATHING MUST NOT <br />T <br />BREAK I'-4' MIN. FROM 2ND <br />GARAGE DOOR <br />(DBUCK ATTACHMENT <br />SCALE: IR'•1'-m' <br />4 FRAMED OVERHANG <br />N.TS. -- <br />TYP. EXTERIOR WINDOW DOOR <br />� <br />5 OPENING WD FRAMED (_W/FLOOR <br />FLR LINE. <br />TRUSS <br />WINDOW <br />2—STORY <br />OPENING <br />WALL <br />FRAME SECTION <br />A <br />ARCH WINDOW <br />6 SCALE: I/2'•I'-m' <br />SCALE: IR'•I'-m' <br />---_ __ <br />FASTENER SCHEDULE <br />NOTE:TYP.EXT.SHEA7HINGATTACHMENT <br />ROOF DIAPHRAGM <br />re a�T NAi�s •roc. FOR SHEAR UPLIFT (OSB. TO BE STRUCTURAL <br />USE 1/I6' OSB. OR I/2' CDX PLY WITH •d RING SHANK <br />SUPPORTED PANEL EDGES AND -S RING SHANK GUNNAILS <br />C" NAILS AT 4' OL. AT <br />AT 6' OC. AT <br />P �^�*+eDc es GRADE) CONNECTORS FROM STUD TO PLATE ARE <br />-I___-"--- NOT REQUIRED EXCEPT • OPENINGS <br />PRE-ENG. TRUSS <br />/ <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />ROOF SHEATHING TO GABLE END FRAME <br />USE -8 GIN NAILS a 4' OL. <br />�'-- <br />DBL. 2X TOP PLATE <br />7/16' O.S.M. <br />2X BLOCKNG <br />EXTERIOR SHEATHING <br />m <br />TOP OF <br />- <br />�7. <br />USE l/16' OSB. OR Vl' PLY WITH % RING SHMK CAN NAILS AT 6' OL. AT <br />TOP N BOTTOM <br />PANEL SIDES AND -8 RING SHAMC GW NAILS 4' OL74� <br />PANEL AND •8 RING SHANK GUN NAILS AT 6' OL. AT <br />a <br />7/I6' OSB. <br />2X STUDS I6' OC_ MAX <br />@ <br />1, 1-- 1 -4, <br />INTER'EDIA7E SUPPORTS. SEE DETAIL. <br />NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS <br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER <br />AN <br />•B RING SHANK GUN NAILS <br />a • • 6' OL. M FIELD <br />V <br />2X BTML PLATE <br />3/4' FLOOR DECKING' <br />NAIL REQUIREMENTS <br />N <br />J <br />I" <br />' 0 P <br />PRE- ENGINEERED s <br />FLOOR TRUSS <br />SIZE HEAD LENGTH DIA. TENSILE STR <br />2 3/8' 113 ITmmmm <br />8d ROUNDOR T <br />TOP CORD BLOCKING AT 4' <br />O.C. MAX. IN FIRST 2 FRAMING <br />SPACES AT EACH END. <br />,z'�w° <br />a uI <br />W ' <br />Z - <br />7YP. EXT. SHEATHING ATTACHMENT FOR ROOF <br />rc V SHEATHING (OSB. TO BE STRUCTURAL GRADE) <br />OP <br />! BOT?iOM eCONT <br />META-I6 <br />_4 <br />NOTE: NAILS TO BE M I. BY MEMBER OF INT. <br />STAPLE, NAIL N TOOL ASSOCIATION <br />1. mJ13 INCH NOMINAL SHANK DIAMETER <br />mo <br />RAFTER TRUSS z <br />ROOF SHEATHING <br />• <br />BLK WALL <br />Oj CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK <br />W/ 1/4' GAP FROM BLK TO OSB. <br />2X4X4' SECURE TO TRUSS W/ 3-12d <br />6'-e' OC MAX TYP. <br />2X4 SECURE TO 2X4 8LK Wl2-12d <br />SECURE TO BLK W/ META-16 <br />3_ 16 TO 20 RINGS PER INCHa <br />4. m18m INCH FULL ROUND HEAD DIAMETER <br />5. 2 HNGN NAIL LENGTH <br />ROOF SHEATHING LAYOUT <br />AND ENDWALL BRACING <br />_ _ <br />rr <br />T_1_ <br />7"- <br />j <br />BUILDING LENGTH <br />�7 <br />1 T <br />O <br />m 3 <br />TYP. <br />z m 'S 2' DECK SCREWS • 6Of <br />OC. MAX a EDGES N 12' OL. <br />Y. MAX IN FIELD. UNTHREADED <br />a U 'SHANK TO EXTEND BEYOND" <br />o THICKNESS OF SUB -FLOOR <br />SHEATHING <br />EXT. SHEATHING ATTACHMENT F / <br />O HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT <br />PERIMETER OF OSB. TO PROVIDE CONT. NAIL PATTERN <br />O3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP <br />PLATE TO HORIZONTAL BLOCKWN <br />SHEATHING a TOP OF WOOD FRAMED WALL TO BE <br />STAGGERED MIN. OF to* FRCfM SHEET BELOW <br />INSTALL ALL SHEETS W/FACE GRAIN PARALLEL <br />TO STUDS <br />2'-0" EXTENSION ® OPT SERVICE DR. <br />%Q1NOT USED <br />� <br />FOR SABLE END FRAMINCs <br />FOR <br />WALL SHEATHING (os6 To BE <br />6TRUc7URAL GRADEI <br />TYP. 3/4' TIG SUB -FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />EXT. WALL SHEATHING <br />9 SCALE: VY•1'-m' <br />SCALE: I!2'•1'-m' <br />A R C H I T E C T 3-1 <br />Design <br />Grou .2. <br />t41 N. RONALD REAGANBWD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />w .abdealgngroup.mm <br />AA #: 0003325 A <br />F <br />W <br />y <br />O <br />V <br />y <br />O <br />y <br />W <br />O <br />F <br />A <br />F. <br />V <br />stnmxv. de LOT. <br />SILVERADO <br />LOT 19 <br />BLK 1 <br />%%o" 00-19001 <br />4EHB <br />"2605-HAYDEN" <br />GARAGE awarG: <br />RIGHT <br />PAGE: <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />ARCHffECT-. <br />STATE OF FLOFI�A <br />nP TM 11/03/16 <br />SCAL 1/4"=1'-0" <br />aHawr <br />D 2 <br />