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s s e u IT e e T a <br />SECURE 2x6 MIN. TO BLK W/ (2)V <br />ANCHOR BOLT W/ 2' WASHER SET <br />IN SIMPSON WIGH STRENGTH <br />EPDXY 4' EMBED, <br />E 2x4 ON <br />D BLK <br />NAILS. <br />O -SIDES, l7 <br />2X6 GARAGE DOOR BUCK W/ (3) <br />VX8' J-BOLTS 4' EMBEDMENT MIN. <br />W/ 2'X2'XIL WASHER AND NWT <br />SPACED EVENLY FROM FLOOR TO <br />GARAGE DOOR HIM IN JOINTS <br />PRIOR TO PILLING. <br />1-2x6 PT BLOCK a CENTER OF <br />DOOR HEADER W/(1) IF-' J-BOLTS <br />4' EMBEDMENT W/ 2'X2'XK' WASHER <br />AND NUT <br />MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE <br />SUCH INSTRUCTIONS ARE MORE STRINGENT <br />GARAGE DOOR <br />(—,4—) BUCK ATTACHMENT <br />SCALE, V2'•I'-0' <br />_H �_JVL <br />_t <br />2X4X4' SE <br />W-8' OC. MAX TYP. <br />2X4 SECURE TO 2X4 BLK W/2-12d <br />SECURE TO BLK W/ META-16 <br />2'-0" XTENSION ® T SERVICE DR. <br />SCALE: I/2' • I'-0' <br />2X4 SECURED TO <br />GABLE END <br />WK2N2d•EA. UPRGWT <br />2X4 SECURED TO <br />)-2x4 BLOCKING <br />• EA. RAFTER <br />L-30 EA. <br />RAFTER <br />1422% EA <br />RAFTER <br />.x4 RAFTER <br />24' OG. <br />�1 FRAMED OVERHANG <br />r_o_-�NOT USED <br />�1 STICK BUILT WALL DETAIL <br />1 KTA <br />PRE-ENG TRUSSES W/ TRUSS <br />CONNECTOR VERIFY W/ <br />FRAMING PLAN <br />DOUBLE TOP PLATE <br />CRIPPLE STUDS • 16' O.C. <br />MAX <br />HEADER SIZE PER SIMPSON LSTA-12 a EA. JACK <br />SPAN CHART. STUD, BOTH SIDES OF <br />OPENING. <br />2x STUDS a I6' OC. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />DOOR/ WITHIN I' OF WINDOW/ DOOR <br />WINDOW OPENING AND SECURE PER <br />OF'ENING� FASTENER SCHEDULE <br />`` KING STUDS (SEE HEADER <br />SPAN CHART FOR DETAILS <br />AND SPECIFICATION) <br />JACKS (SEE HEADER SPAN <br />-_ CHART FOR DETAILS AND <br />r-- SPECIFICATION) <br />I II <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY • A TIME. <br />" USE 12d NAILS, TWO WITHIN 6' <br />II FROM EACH END 4 NO MORE <br />— L THAN IVOC. STAGGERED <br />SP4 OR HS a TOP AND <br />O BOTTOM PLATES a EA FULL <br />LENGTH STUD, BOTH SIDES <br />OF OPENING. <br />SHEATHING TO LAP TO TOP <br />OF MASONRY WALL. <br />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 />4 SC'-0. ALE+ Vl <br />FASTENER SCHEDULE <br />ROOF DIAPHRAGM <br />USE 1/*' OBB. OR IR' CDX PLY WITH -6 RING SHANK GUN NAILS AT 4' OC. AT <br />SUPPORTED PANEL EDGES AND -8RING SWANK GUNNAILS AT 6' OC. AT <br />INTER"EDIATE SUPPORTS. SEE DETAIL. <br />ROOF SHEATHING TO GABLE END FRAME <br />USE -S GUN NAILS • 4' O.G. <br />EXTERIOR SHEATHING <br />USE 1/16, Ozz. OR 1/2' PLY WITH % RING SWANK GUN NAILS AT W OC. AT <br />PANEL SIDES AND -8 RING SHANK GIN NAILS 4' OC. TOP 1 BOTTOM <br />PANEL AND 'e RING SHANK GUN NAILS AT 6' OC. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN <br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER <br />NAIL REQUIREMENTS <br />SIZE HEAD LENGTH DIA TENSILE 8 TOP CORD BLOCKING AT 4' <br />JD 8d ROUNDMODIF1 2 3/e' .113 11000 <br />OR T O.G. MAX. IN FIRST 2 FRAMING <br />NOTE, NAILS TO BE MFG. BY MEMBER OF INT. <br />STAPLE, NAIL U TOOL ASSOCIATION <br />I. 0.113 INCH NGMIINAL SHANK DIAMETER <br />2 RMCa DIAMETER of 0ID12 OVER SHANK DIAMETER <br />9, 16 TO 20 RINGS PER INCH <br />4, mI80 INCH FULL ROIIIJD HEAD DIAMETER <br />5.2 INCH NAIL LENGTH <br />ROOF SHEATHING LAYOUT <br />AND ENDWALL BRACING <br />FOR GABLE END FRAMING <br />SPACES AT EACH END. <br />RAFTER EA TRUBS1H\ <br />ROOF 9HEATNING <br />■����Ifl' �� <br />�IIIII �� • <br />�. BUILDING LENGTH <br />a" a EA. STUD TOP t <br />BOTTOM <br />PRE-ENG TRUSSES W/tRUSS <br />CONNECTOR UP TO.1,0mm <br />UPLIFT <br />DOUBLE TOP PLATE <br />SIMF'SON MSTA-24 • EA. JACK <br />2xe STUDS • 16' O.C. MAX IW <br />SHEATHING. SHEATHING TO BE <br />WITHIN }' OF WINDOW/ DOOR <br />OPENING AND SECURE PER <br />FASTENER SCHEDULE <br />(2) STUDS, (2) JACKS • EA. <br />SIDE OF OPENING. <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY e A TIME. <br />USE 12d NAILS, TWO WITHIN 6' <br />FROM EACH END 1 NO MORE <br />THAN 12' O.C. STAGGERED <br />WINDOW SILL W/CRIPPLES <br />W' D.C. <br />I' DIA ANCHOR BOLT <br />AT IW OC. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSON MSTAM-24 a EA. <br />JACK SECURED W/ <br />SPECIFIED ANCHORS <br />2X8 P.T. BOTTOM PLATE <br />5 WINDOW OPENING <br />4 2—STORY WALL <br />w <br />ff <br />H <br />TYP. EXT. BREATHING ATTACFMEW <br />FOR WALL SHEATHING (OBB TO BE <br />STRUCTURAL GRADE) <br />NOTE. Tyr. EXT. SHEATHING ATTACHMENT <br />FOR SHEAR 4 UPLIFT (O.SB. TO BE STRUCTURAL <br />GRADE) CONNECTORS FROM STUD TO PLATE ARE <br />NOT REQUIRED EXCEPT a OPENINGS <br />1/16, OSB. <br />2x4 <br />BTI-L <br />PLATE <br />2X4 DBL. TOP PLATE <br />2X4 STUD 16' O.C. <br />1/16' OSB. <br />1/2' AB. W/ MIN. <br />I' EMBEDMENT <br />LOCATE 6'-8' FROM ENDS <br />AND 32' O.C. MAX <br />TEXTURED FINISH <br />MTS-12 <br />META-16 <br />32' D.C. MAX. <br />B' CMU WALL <br />PRE-ENGINEERED <br />TRUSS <br />KNEE WALL DETAIL <br />2 TO BLOCK <br />SCALE: 1/2'•I'-0' <br />A <br />SECURE 2. 70 BLOCK <br />W/ (2) a' TAPCONS OR <br />DRIVE PIN <br />(MIN SHANK SIZE .145) <br />1•1l•CJeT (MIN EMBED. I I') <br />WITHIN 8' OF EACH og <br />END AND 18' O.C. MAX <br />SPACING. <br />j' O.S.S. SHEATHING ORS <br />;' CDX PLYWOOD <br />2.4 BLOCKS <br />HH `CMU WALL <br />%a1 ARCH WINDOW FRAME A SECTION <br />SCALE: I/2'• I'-0' <br />RING SHANK GUN NAILS <br />• 6' OG. IN FIELD <br />TYP. EXT, SHEATHING ATTACHMENT FOR ROOF <br />SHEATHING (O.SB. TO BE STRUCTURAL GRADE) <br />•B 2'-- SCREWS • 6'-8' <br />D.C. MAX a EDGES 4 Tl' OC. <br />MAX IN FIELD. UNTHREADED <br />'SHANK TO EXTEND BEYOND' <br />THICKNESS OF SUB -FLOOR <br />SHEATHING <br />TYP. 3/4' TIG SUB -FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />PRE-ENG. TRUSS <br />DELL. 2X TOP PLATE <br />1116. 0.5.5. <br />2X BLOCKING e <br />TOP OF <br />1/16, OBB. <br />2X STUDS 16' OC. MAX. <br />2X BTM. PLATE <br />5/4' FLOOR DECKING <br />PRE- ENGINEERED <br />2X4 a TOP 1 <br />BOTTOM CONT. <br />W/ (5) 12d NAILS <br />META-16 <br />BLK WALL <br />QI CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK <br />W/ I/4' GAP FTAL M ROBLK TO O.SB. <br />O RII'EAT <br />TER or <br />O)3.8. TO PROVIDE GONT�.�N�AOPP. STRUCTURAL I L PATTERN <br />0 REMAINING AREA TO BE SHEATHED FROM DBL. TOP <br />PLATE TO HORIZONTAL BLOCKING. <br />® SHEATHING • TOP OF WOOD FRAMED WALL TO BE <br />STAGGERED MIN, OF 16' FRCM SHEET BELOW <br />® INSTALL ALL SHEETS W/PAC£ GRAIN PARALLEL <br />TO STUDS <br />9 EXT. WALL SHEATHING <br />SCALE: 1/2'.I'-0' <br />6 <br />Design <br />Grou Rn. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.a bdesigngroup.eom <br />AA M: 0003325 <br />E: <br />W <br />y <br />V <br />2 <br />Fo <br />y <br />v <br />y <br />O <br />h <br />O <br />avmniv. ae M. <br />SILVERADO <br />LOT #43 <br />BLK #6 <br />pRGJMT# <br />04128.000-04361 <br />ko� <br />4EBB <br />"1828- CALI" <br />GARAGE OVMG: <br />LEFT <br />PAGE <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />RDrr DA 10/19/17 <br />SCAXM 1/4"=1'-0" <br />a�■Z' <br />12 <br />