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• e e u N T e e r e <br />SECURE 2x6 MIN. TO BLK W/ (2) h' <br />H ANCOR BOLT W/ 2' WASHER SET <br />IN SIMPSON HIGH WRENKsTN <br />EPDXY 4' EMBED. <br />SECURE 2.4 < <br />FLAT TO BLK <br />W/ CUT NAILS. <br />SIDES: [' <br />2X6 GARAGE DOOR BUCK W/ (3) <br />h-XS' J-BOLTS 4' EMBEDMENT MIN. <br />W/ 2'X2•X16 WASHER AND NUT <br />SPACED EVENLY FROM FLOOR TO <br />GARAGE DOOR HD R IN JOINTS <br />PRIOR TO FILLING. <br />I.2X6 PT BLOCK • CENTER OF <br />DOOR HEADER W/(U YFX8' J-BOLTS <br />4• EMBEDMENT W/ 2'X2'XI'W WASHER <br />AND NUT <br />GARAGE DOOR <br />rg-1BUCK ATTACHMENT <br />SCALE: 12'•I'-0' <br />2X4114' SECURE TO TRUSS W/ 3-12d <br />W-W OC. MAX TYP. <br />2X4 SECURE TO 2X4 BLK W2-12d <br />SECURE TO BLK W/ META-16 <br />7 -Q-0" EXT NSION ® OPT SERVICE DR. <br />SCALE: 12' • 1'-0' <br />2X4 SECURED TO <br />GABLE END <br />W/(2A2d•EA. UPRIGHT <br />2X4 SECURED TO <br />L 2x4 BLOCKING <br />• EA. RAFTER <br />L•30 EA. <br />RAFTER <br />KEATER <br />4x4 RAFTER <br />• 24' O.C. <br />M d-�-- PRE-ENG TRUSSES W/ TRUSS <br />CONNECTOR VERIFY W/ <br />FRAMING PLAN <br />— DOUBLE TOP PLATE <br />— CRIPPLE STUDS s 16' OC. <br />MAX <br />— SIMPSON LSTA-12 • EA. JACK <br />STUD, BOTH SIDES OF <br />OPENING. <br />2x STUDS • 16' O.C. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />WITHIN I.OF WINDOW/ DOOR <br />OPENING AND SECURE PER <br />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 />SPECIFICATION) <br />�- JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY • A TIME. <br />USE 12d NAILS, TWO WITHIN 6' <br />FROM EACH END 1 NO MORE <br />THAN 12' OC. STAGGERED <br />SP4 OR N5 • TOP AND <br />BOTTOM PLATES • 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' MINL FROM 2ND <br />TYP. EXTERIOR WINDOW/ DOOR FLR LINE. <br />4 FRAMED OVERHANG cJ OPENING WD FRAMED W FLOOR TRUSS <br />N.TS. SCALE: 12' • 1'-0' <br />MISSIONON <br />"■�� <br />r <br />gg <br />Ili <br />Ali' <br />1 <br />� <br />FASTENER SCHEDULE <br />ROOF DIAPHRAGM <br />USE 1/16' OSB. OR 1/2' CDX PLY WITH '8 RING SHANK GUN NAILS AT 4' OC. AT <br />SUPPORTED PANEL EDGES AND '8 RING SHANK GUN NAILS AT 6' OC. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />ROOF SHEATHING TO GABLE END FRAME <br />USE % CAN NAILS • 4' OC. <br />EXTERIOR SHEATHING <br />USE 1/16' OSB. OR 12' PLY WITH-8 RING SHANK GUN NAILS AT 6' O.C. AT <br />PANEL SIDES AND 9 RING SHANK GW NAILS 4. OC. TOP 4 BOTTOM <br />PANEL AND '8 RIWS SHANK GUN NAILS AT 6' O.C. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />NOTE! <br />RING SHANK GUN NAILS SHALL BE PERMITTED AS AN <br />r-,1 STICK BUILT WALL DETAIL <br />1 N.TS. <br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER <br />NAIL REQUIREMENTS <br />SIZE HEAD LENGTH DIA TENSILE 5 <br />8d ROUNDIMODIFIE 2IN J13 110,000 <br />TOP CORD BLOCKING AT 4' <br />- <br />OR T <br />O.C. MAX. IN FIRST 2 FRAMING <br />SPACES AT EACH END. <br />}� <br />NOTE: NAILS TO BE MFG. BY MEMBER OF INT. <br />RAFTER OR TRUSS <br />STAPLE, NAIL 700E ASSOCIATION <br />z <br />I. 0.113 INGH NOMINAL SHANK DIAMETER <br />ROOF SHEATHING <br />DIAMETER <br />3. Ib TO 20 RINGS PER INCH <br />4. 0.280 INCH FULL ROUND HEAD DIAMETER <br />.. T r.L_I _ <br />I <br />5. 2 INGN NAIL LENGTH <br />T J__rr <br />p <br />�O <br />ROOF SHEATHING LAYOUT <br />AND ENDWALL BRACING- <br />=LD1NG`EN T"___ <br />_ <br />8 NOT USED <br />FOR GABLE END FRAMING <br />SPS • EA. STUD TOP 1 <br />BOTTOM <br />PRE-ENG TRUSSES W/TRIJSS <br />CONNECTOR UP TO'IID00 <br />UPLIFT <br />DOUBLE TOP PLATE <br />SIMPS d MSTA-24 • EA. JACK <br />2xS STUDS • 16' OC. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />WITHIN I' 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 • A TIME. <br />USE 12d NAILS, TWO WITHIN 6' <br />FROM EACH END < NO MORE <br />THAN W OC. STAGGERED <br />WINDOW SILL W/CRPPLES <br />16, C.C. <br />I' DIA ANCHOR BOLT <br />AT 16' O.G. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPS,ON MSTAM-24 • EA. <br />JACK, SECURED WKWW X 1 <br />3/4' TAPCONS TO CMU <br />WMW. 2' COVER ( 2' APART <br />2X8 P.T. BOTTOM PLATE <br />�5 WINDOW OPENING <br />C� 2-STORY WALL <br />TYP. EXT. SHEATHING ATTACHMENT <br />FOR WALL SHEATHING (OSB TO BE <br />STRUCTURAL GRADE) <br />NOTE: TYP. EXT. SHEATHING ATTACHMENT <br />FOR SHEAR ( UPLIFT (OSB. TO BE STRUCTURAL <br />GRADE) CONNECTORS FROM STUD TO PLATE ARE <br />NOT REQUIRED EXCEPT • OPENINGS <br />m <br />z � <br />TRUSS <br />l W'4/8' <br />2X4 <br />BTM.PLA2X4 <br />DBL. TOP PLATE <br />2X4 STUD IWOC. <br />1/16' OSB. <br />Vl' AB. W/ MIN. <br />1'EMBEDMENT <br />LOCATE 6'-8' FROM ENDS <br />AND 3Y OC. MAX. <br />TEXTURED FINISH <br />MT9-32' <br />META-16 <br />O <br />CMU WALL <br />PRE-ENGINEERED <br />TRUSS <br />KNEE WALL DETAIL <br />2 TO BLOCK _ <br />SCALE: 12'•I'-0' <br />A SECURE 2x TO BLOCK <br />W/ (2) a' TAPCONS OR <br />DRIVE PIN <br />(MIN SHANK SIZE <br />AeEeae* (MIN EMBED. 1 i'1 <br />WITHIN eD' OF EACH <br />END AN18' OC. MAX <br />SPACttY <br />O.SB. SHEATHING OR <br />I' COX PLYWOOD <br />2x4 BLOCKS <br />CMU WALL <br />6 ARCH WINDOW FRAME A SECTION <br />SCALE: 12• • I'-0' <br />C'e RING SHANK GUN NAILS <br />• W O.C. IN FIELD <br />TYP. EXT. SHEATHING ATTACHMENT FOR ROOF <br />SHEATHING (OSB. TO BE STRUCTURAL GRADE) <br />'8 2' DECK SCREWS s 6'-8' <br />OC. MAX • EDGES 1 12' CC. <br />MAX IN FIELD. UNTHREADED <br />'SHANK TO EXTEND BEYOND' <br />THICKNESS OF SUB -FLOOR <br />SHEATHING <br />TYP. 3/4' TAG SUB -FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />PRE-ENG. TRUSS <br />DBL. 2X TOP PLATE <br />1/16, OSB. <br />2X BLOCKING <br />TOP OF <br />1/I6' OSB. <br />2X STUDS I6' O.C. MAX <br />2X BTM. PLATE <br />3/4' FLOOR DECKING <br />PRE- ENGINEERED <br />FLOOR TRUSS <br />2X4 • TOP <br />4 BOTTOM CONT: <br />BLK WALL I / <br />O1 CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK i <br />W/ 1/4' GAP FROM BLK TO OSB, <br />O HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT <br />PERIMETER OF OSB. TO PROVIDE CONT. NAIL PATTERN <br />0 REMAINING AREA TO BE SHEATHED FROM DBL. TOP <br />PLATE TO HORIZONTAL BLOCKING. <br />® SHEATHING s TOP OF WOOD FRAMED WALL TO BE <br />STAGGERED MIN. OF I6' FROM SHEET BELOW <br />Q INSTALL ALL 514EETS W/FACE GRAIN PARALLEL <br />TO STUDS <br />(9)_EXT. <br />EXT. WALL SHEATHING <br />SCALE: 12'•1'-0' <br />6 <br />Design <br />Grou .ne. <br />L"I N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesign9foup.com <br />AA #: 0003325 <br />W <br />y <br />Chi <br />h <br />z <br />0 <br />V <br />W <br />O <br />F <br />C <br />5 <br />aVSDIV. de LOT: <br />SILVERADO <br />LO T 21 <br />0T 1T 1 <br />0441128�.07-21001 <br />MODELS <br />4EBB <br />"1828—CALI" <br />GARAGE BWndG: <br />LEFT <br />PAGE: <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />ARCHITECT <br />R <br />/02/16 <br />4"=1'-0" <br />