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//--SECIURE 2x6 MIN. TO ELK W/ (2)V <br />F( ANCHOR BOLT W/ 2' WASHER SET <br />/ a1Mor ur srurrru <br />EPDXY 4' EMBED, <br />W F <br />SECURE 2x4 ON <br />O <br />FLAT TO BLK <br />I <br />W/ GUT NAILS. <br />SIDES: <br />2X6 GARAGE DOOR BUCK W/ (3) <br />K'XS' J-BOLTS 4' EMBEDMENT MIN. <br />W/ 2'>">% WASHER AND NUT <br />Q° <br />SPACED EVENLY FROM FLOOR TO <br />GARAGE DOOR WM IN JOINTS <br />PRIOR TO FILLING. <br />,r <br />1-2X6 PT BLOCK • CENTER OF <br />DOOR HEADER W/(U Yf'XW J-BOLTS <br />4- EMBEDMENT W/ 2'K2'X%' WASHER <br />AND Nw <br />1 <br />O <br />V A1:S.YVG LV VU� <br />UCK ATTACHMENTATTACHMENT <br />SO <br />- 1 J) 7­11 <br />2X4X4' SECURE TO TRUSS W/ 3-12d <br />6'-8' OL. MAX TYP. <br />2X4 SECURE TO 2X4 BLK W/2-12d <br />SECURE TO BLK W/ META-16 <br />2X4 SECURED TO <br />GABLE END <br />W/(2A2d-EA. UPRIGHT <br />2.4 SECURED TO <br />GABLE ENG W/(1)12d <br />I b'-a' O.C. <br />L-30 <br />BLOCKING <br />2x4 BLOCKING <br />EA RAFTER <br />L-30 EA. <br />RAFTER <br />REATER <br />-2.4 RAFTER <br />24' 00. <br />(TYP) <br />FRAMED OVERHANG <br />PRE -ERG TRUSSES W/ TRUSS <br />CONNECTOR VERIFY W/ <br />FRAMING PLAN <br />DOUBLE TOP PLATE <br />CRIPPLE STUDS 16' O.C.MAX <br />HEADER SIZE PER SIMPSON LOTA-12 EA JACK <br />SPAN CHART. STUD, BOTH SIDS OF <br />OPENtW- <br />2x STUDS • I6' O.C. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />`DOOR/ WITHIN J' OF WINDOW/ DOOR <br />WINDOW OPENING AND SECURE PER <br />OPENING FASTENER SCHEDULE <br />KING STUDS (SEE HEADER <br />SPAN CHART FOR DETAILS <br />AND SPECIFICATION) <br />_ JACKS (SEE HEADER SPAN <br />-Ti - CHART FOR DETAILS AND <br />SPECIFICATION) <br />JACK STUD ASSEMBLY TO EX <br />SECURED ONE PLY • A TIME. <br />USE 12d NAILS, TWO WITHIN 6' <br />FROM <br />FRO EACH WOO. STAGGERED 4 NO MOIRE <br />L__LI THAN <br />8P4 OR HS • TOP AND <br />BOTTOM PLATES s EA. FULL <br />LENGTH STUD, BOTH SIDES <br />OF OPENING. <br />SHEATHING TO LAP TO TOP <br />OF MASONRY WALL. <br />1 L _ SHEATHING MUST NOT <br />BREAK I'-4' MIN. FROM 2ND <br />TYP. EXTERIOR WINDOW/ DOOR FLR LINE. <br />OPENING WD FRAMED (W/FLOOR TRUSS) <br />TRUSS) <br />SCALE: IR'.I'-O' <br />FASTENER SCHEE>ULE <br />ROOF DIAPHRAGM <br />USE 1/16' OSB. OR 1/2' COX PLY WITH ffi RING SHANK CAN NAILS AT 4' OL. AT <br />SUPPORTED PANEL EDGES AND -8 RING SHANK GUN NAILS AT 6' D.C. AT <br />INTER-EDIATE SUPPORTS. SEE DETAIL. <br />ROOF SHEATHING TO GABLE END FRAME <br />USE % CAN NAILS * 4' O.G. <br />EXTERIOR SHEATHING <br />USE T/Ib' OSB. OR 1/2' PLY WITH -S RING SHANK GUN NAILS AT 6' OL. AT <br />YC PANEL SIDES AND d RING SHAGUN NAILS 4' OL. TOP 4 BOTTOM <br />PANEL AND % RING SHANK CAN NAILS AT 6' OL. AT <br />INTERf-EDIATE SUPPORTS. SEE DETAIL. <br />NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN <br />ACCEPTABLE FASTENER FROM ANY MANWFACTUIFER <br />NAIL REQUIREMENTS <br />SIZE 1EAp LENGTH DIA. TENSILE 6TRZI <br />8d ROL'NDMODI_IE 2 3/8' JI3 I10,000 TOP CORD BLOCKING AT 4' <br />OR T O.C. MAX IN FIRST 2 FRAMING <br />NOTr, NAILS TO BE MFG. BY MEMBER OF INT. <br />STAPLE, NAIL 1 TOOL ASSOCIATION <br />I. 0.113 INCH NOMINAL SHANK DIAMETER <br />3. 16 TO 20 RINGS PER INCH <br />4. 0100 INCH FULL ROUND HEAD DIAMETER <br />5. 2 INCH NAIL LENGTH <br />ROOF 5HEATHING LAYOUT <br />AND ENDUUALL BRACING <br />-- 2'-0" EXTENSION ® OPT SERVICE DR. 8 NOT USED FOR GABLE END FRAMING <br />SCALE, 1/2--l'-0' <br />SPACES AT EACH END. <br />—\ <br />RAFTER OR <br />ROOF SHEATHING-1 <br />ILE <br />$�I „ <br />_► I� <br />�_ BUILDING LENGTH <br />�1 STICK BUILT WALL DETAIL <br />1 N.TS. <br />SP8 • EA. STUD 70P 4 <br />BOTTOM <br />PRE -ERG 7R155ES WAMSS <br />CONNECTOR UP TO 1000 <br />UPLIFT <br />DOUBLE TOP PLATE <br />SIMPSON META-24 a EA, JACK <br />2.8 STUDS • IS' OL. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />WITHIN I' OF WINDOW/ DOOR <br />OPENING AND SECURE PER <br />FASTENER SCHEDULE <br />(2) STUDS, (V JACKS s EA. <br />SIDE OF OPENING <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY • A TIME. <br />USE 12d NAILS, TWO WITHIN 6- <br />FROM EACH END >I NO MORE <br />THAN 12' OL. STAGGERED <br />WINDOW SILL W/CRIPPLES <br />16' O.C. <br />DIA AIGf•IOR BOLT <br />AT 16' D.C. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA WASHER <br />SIMPSON MSTAM-24 s EA <br />JACK, SECURED W/(3)Ys' X I <br />3/4' TAPCONS TO CMU <br />W/MIN, 2' COVER < 2' APART <br />2X8 P.T. BOTTOM PLATE <br />WINDOW OPENING <br />(9) 2—STORY WALL <br />re Rivr: sNarc rrw vni�s . <• cc. <br />7YP. EXT. SHEATHING ATTACHMENT <br />FOR WALL SHEATHING (OSB TO BE <br />STRUCTURAL GRADE) <br />TRUSS <br />7/16' COB, <br />2X4 <br />ETA. <br />PLATE <br />2X4 DBL. TOP PLATE <br />2X4 STUD 16' OL. <br />T/Ib' OSB. <br />1/2' A.B. W/ MIN. <br />T'EMBEDMENT <br />LOCATE 6'-S' FROM ENDS <br />AND 3Y OL. MAX. <br />TEXTURED FINISH <br />MTS-IT <br />META-16 <br />32' OC. MAX. <br />8' CMU WALL <br />PRE-ENGINEERED <br />TRUSS <br />KNEE WALL DETAIL <br />2 TO BLOCK <br />SCALE: I/2' • 1'-0' <br />A SECURE 2a TO BLOCK <br />W/ (21 �' TAPCON9 OR <br />DRIVE PIN <br />(MIN SHANK SIZE J45) <br />I�caer (MIN EMBED. I J') o <br />WITHIN 8' OF EACH o!' <br />END AND IS' O.C. MAX <br />SPACING. <br />OSB. SHEATHING OR <br />i' CDX PLYWOOD <br />e- <br />2.4 BLOCKS <br />CMU WALL <br />6 ARCH WINDOW FRAME A SECTION <br />SCALE: <br />NOTE: TYP. EXT. SHEATHING ATTACHMENT <br />FOR SHEAR U UPLIFT (OSB. TO BE STRUCTURAL <br />GRADE) CONNECTORS FROM STUD TO PLATE ARE <br />NOT REQUIRED EXCEPT • OPENINGS <br />i <br />w <br />C, RING SHANK CAN NAILS <br />s b' O.C. IN FIELD ` <br />TYP. EXT. SHEATHING ATTACHMENT FOR ROOF <br />SHEATHING (OSB. TO BE STRUCTURAL GRADE) <br />'8 2' DECK SCREWS • 6'-8' <br />O.C. MAX EDGES 12' OL. <br />MAX IN FIELD. UNTHREADED <br />'SHANK TO EXTEND BEYOND' <br />THICKNESS OF SUB -FLOOR <br />SHEATHING <br />TYP. 3/4' TUG SUB -FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />PRE-ENG. TRIES <br />DEL. 2X TOP PLATE <br />7/I6' OSB. <br />2X BLOCKING <br />TOP OF <br />7/16' OSU3.' <br />2X STUDS 16' OL. MAX' <br />2X BTM. PLATE <br />3/4' FLOOR DECKING <br />PRE- ENGINEERED <br />FLOOR TRUSS' <br />2X4 a TOP <br />t BOTTOM CONT: <br />HETA-Ib � A, \' <br />BLK WALL -�+ <br />Oj CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK <br />W/ 1/4' GAP FROM BLK TO OSB. <br />HORIZONTAL 2 AT <br />OPER METEROSB.TO PROVIDE CONT. ONAIILL PATTER) <br />O REMAINING AREA TO BE SHEATHED FROM DEL. TOP <br />PLATE TO HORIZONTAL BLOCKING. <br />® SHEATHING • TOP OF WOOD FRAMED WALL TO BE <br />STAGGERED MIN. OF 16' FROM SHEET BELOW <br />Q INSTALL ALL SHEETS W,FACE GRAIN PARALLEL <br />70 STUDS <br />9 EXT. WALL SHEATHING <br />SCALE: IQ'q'_0• <br />A R C H I T E C T S <br />6 <br />Design <br />Grou Rnc. <br />L441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abde lgngroup.com <br />AA A: 0003325 <br />h <br />W <br />O <br />V <br />y <br />z <br />F <br />0. <br />K <br />y <br />W <br />4 <br />F <br />A <br />F <br />m <br />0 <br />0 <br />A <br />sumk Lo <br />SILVERADO <br />LOT #23 <br />BLK #1 <br />[PRO <br />4128 00 -23001 <br />HODAMc <br />4EBB <br />"1828-CALI" <br />GARAGE SIWMG: <br />LEFT <br />PAGE: <br />Iv1ISC. <br />DETAILS <br />50 MPH EXP. B <br />ARCHITECT. <br />STATE OF FLONDA <br />'U'. <br />PIUNT <br />DATM 11/3/16 <br />BCAL 1/4"=1'—O" <br />ElFI MT <br />D 2 <br />