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A 0 R Y 17 C P T! <br />/—SECURE 2x6 MN, TO BLK W/(2)h' <br />/ ANCHOR BOLT W/2'WASHER SET <br />/ IN SMPSON HIGH STRENGTH <br />EPDXY 4' EMBED. <br />77— <br />SECURE 2x4 ON <br />❑' <br />- - <br />FLAT TO BLK <br />W/ CUT NAILS. <br />SIDES: <br />L <br />2X6 GARAGE DOOR BUCK W/ (3) <br />h'XS' J-BOLTS 4' EMBEDMENT MIN. <br />W/ 2'X2'XYs WASHER AND NUT <br />SPACED EVENLY FROM FLOOR TO <br />GARAGE DOOR HDR N JOINTS <br />PRIOR TO FILLING. <br />1-2X6 PT BLOCK s CENTER OF <br />DOOR HEADER <br />WX2'XX)(I)Y,'XS' J-BOLTS <br />4' EMBEDMENT W/ 2'e' WASNgR <br />AND NUT <br />g NOTES, <br />ALL ANCHORS SMALL BE IN ACCORDANCE TO <br />MANUFACTURER'S INSTALLATION INSTRUCTIONS WMeRE <br />SUCH INSTRUCTIONS ARE MOB STRINGENT <br />UANAIdt DUUN <br />(g1BUCK ATTACHMENT <br />$GALE, V2'.I'-O' <br />2X4X4' SECURE TO TRUSS W/ 3-12d <br />6'-S' OC. MAX TYP. <br />2X4 SECURE TO 2X4 BLK W/2-12d <br />SECURE TO BLK W/ META-16 <br />7 2'-0" IQ'.EXTENSION ® OPT SERVICE DR. <br />SCALE, <br />2X4 SECURED TO <br />GABLE END <br />W/(2)12d-EA. UPRIGHT <br />2X4 SECURED TO <br />I-2%4 BLACKER <br />• EA RAFTER <br />LEA <br />RAFTER <br />K <br />'TER <br />2x4 RAFTER <br />• 24' OC. <br />A <br />FRAMED OVERHANG <br />�Q�NOT USED <br />v <br />rj—�_STICK BUILT WALL DETAIL <br />N.TS. <br />PRE -EEG TRESSES 98 W/ TRU <br />CONNECTOR VERIFY W/ <br />8P8 EA. STUD TOP <br />�� OM <br />FRAMING PLAN <br />PRE-EN'G TRUSSES W/TRESS <br />DOUBLE TOP PLATE <br />HEADER <br />CONNECTOR UP TO 01000 <br />UPLIFT <br />CRIPPLE STUDS • 16, OC. <br />MAX <br />DOUBLE ?OP PLATE <br />SIMPSON LSTA-12 s EA JACK <br />SIMPSON META-24 • EA JACK <br />STUD, BOTH SIDES OF <br />OPENING <br />2x6 STUDS • 16' OC. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />ix STUDS I6' OC. MAX W/ <br />WITHIN }' OF WINDOW/ DOOR <br />SHEATHING. SHEATHING TO BE <br />oPEui as <br />_ <br />OPENING AND SECURE PER <br />WITHIN }' OF WINDOW/ DOOR <br />FASTENER SCHEDULE <br />OPENING AND SECURE PER <br />(2) STUDS, (2) JACKS • EA <br />FASTENER SCHEDULE <br />SIDE OF OPENING <br />KING STUDS (SEE HEADER <br />JACK STUD ASSEMBLY TO BE <br />SPAN CHART FOR DETAILS <br />SECURED ONE PLY q TIME. <br />AND SPECIFICATION) <br />M <br />USE 12d NAILS, TWO WITHIN 6' <br />JACKS (SEE HEADER SPAN <br />FROM EACH END N NO MORE <br />CHART FOR DETAILS AND <br />THAN 72' O.C. STAGGERED <br />SPECIFICATION) <br />WINDOW SILL W/CRIPPLES <br />JACK STUD ASSEMBLY TO BE <br />16, OC. <br />SECURED ONE PLY • A TIME. <br />USE 12d NAIL$, TWO WITHIN 6' <br />}' DIA ANCHOR BOLT <br />AT 16' O.C. MAX WITH 1' <br />FROM EACH END ✓I NO MORE <br />EMBEDMENT AND 2' <br />THAN 12' O.C. STAGGERED <br />DIA. WASHER <br />SP4 OR HS s TOP AND <br />SIMPSON MSTAM-24 s EA. <br />BOTTOM PLATES s EA FULL <br />JACK, SECURED W/ <br />LENGTH STUD, BOTH SIDES <br />SPECIFIED ANCHORS <br />OF OPENING. <br />SHEATHING TO LAP TO TOP <br />OF MASONRY WALL. <br />2X8 P.T. BOTTOM PLATE <br />_ <br />SHEATHING MUST NOT <br />BREAK 1'.4' MIN. FROM 2ND <br />--l_ <br />._ <br />.7— <br />TYP. EXTERIOR WINDOW/ DOOR FLR LINE' <br />cJ OPENING WD FRAMED W FLOOR TRUSS <br />SCALE, IR'.P_0• <br />FASTENER SCHEDULE <br />ROOF DIAPHRAGM <br />USE 1/16' OSB. OR 1/2' COX PLY WITH 'S RING SHANK CAN NAILS AT 4' OC. AT <br />SUPPORTED PANEL EDGES AND '8 RING SHANK GW NAILS AT 6. OC. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />ROOF SHEATHING TO GABLE END FRAME <br />USE -S GUN NAILS s 4' O.G. <br />EXTERIOR SHEATHING <br />USE 1/16, O.SB. OR W2' PLY WITH 'S RING $HANK GUN NAILS AT 6' OC. AT <br />PANEL SIDES AND 'B RING WITH <br />GUN NAILS 4' O.C. TOP N BOTTOM <br />PANEL AND M RNG SHANK. WIN NAILS AT 6' OC. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />NOTE: RMG SHANK GUN NAILS SHALL BE PERMITTED AS AN <br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER. <br />NAIL REQUIREMENTS <br />SIZE HEAD LENGTH DIA. TENSILE STQ 8d ROUNDMODIFIE 2 3/8' .IB Il0)a0® TOP CORD BLOCKING AT 4' <br />OR T OC. MAX. N FIRST 2 FRAMER <br />NOgy NAILS TO BE MFG. BY MEMBER OF INT. <br />STAPLE, NAIL 1 TOOL ASSOCIATION <br />I. 0.1M INCH NOMINAL SHANK DIAMETER <br />2. RING DIAMETER OF 0IDI2 OVER SHANK DIAMETER <br />3. 16 TO 20 RINGS PER INCH <br />4. 0280 INCH FULL ROUND HEAD DIAMETER <br />S. 2 INCH NAIL LENGTH <br />ROOF 514EAT+41NG LAYOUT <br />AND ENDWALL BRACING <br />FOR GABLE END FRAMING <br />SPACES AT EACH END. <br />RAFTER OR TiF186 <br />ROOF SHEATHING-, <br />(, BUILDING LENGTH I <br />�5 WINDOW OPENING <br />® 2—STORY WALL <br />:B RII.G SHAWL GWI N 11 . 4' oc. <br />I <br />TYP. EXT. SHEATHING ATTACHMENT <br />FOR WALL SHEATHING (OSB TO BE <br />STRUCTURAL GRADE) <br />NOTE: TTP. EXT. SHEATHING ATTACHMENT <br />FOR SHEAR 4 UPLIFT (O.SB. TO BE STRUCTURAL <br />GRADEI CONNECTORS FROM STUD TO PLATE ARE <br />NOT RECUIRED EXCEPT • OPENINGS <br />TRUSA�S.CMWALL <br />MTS- <br />lA6. <br />2X4 <br />BTM <br />PLA2X4 <br />DBL. TOP PLATE <br />2X4 STUD 16' O.C. <br />1/16, CBS. <br />V2' AB. W/ MIN. <br />1'EMBEDMENT <br />LOCATE 6'.8' FROM ENDS <br />AND 32' OC. MAX. <br />TEXTURED FINISH <br />MTS-1META-16 <br />92' O <br />PRE-ENGINEERED <br />TRUSS <br />KNEE WALL DETAIL <br />2 ALE:IR'.r-TO BLOCK <br />sc0' <br />2. TO BLOCK <br />TAPCCNS OR <br />-IN <br />ANK SIZE .149) <br />BED.I I') <br />OF EACH <br />D 18' OC. MAX'. <br />SHEATHING OR-� <br />-LYWOOD <br />X:K9 <br />L 1 <br />j <br />�1ARCH WINDOW FRAME A SECTION <br />SCALE: I/2'4'-0' <br />C'S RING SWANK GUN NAILS <br />• 6' O.G. N FIELD <br />TYP. EXT. SHEATHING ATTACHMENT FOR ROOF <br />SHEATHING (OSB. TO BE STRUCTURAL GRADE) <br />'8 2- DECK SCREWS • 6'-e' <br />D.C. MAX • EDGES 1 12' OC. <br />MAX IN FIELD. UNTHREADED <br />SHANK TO EXTEND BEYOND' <br />THICKNESS OF SUB -FLOOR <br />SHEATHING \ <br />TYP. 3/4'TNG SUB -FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />PRE -ENS. TRU88 <br />DSL. 2X TOP PLATE <br />l/I6' OSB. q& <br />2X BLOCKING <br />TOP OF <br />1/IG' O.S.B. <br />2X STUDS Ib' OC. MAX' <br />2X BTM.PLATE <br />3/4' FLOOR DECKING <br />PRE- ENGINEERED <br />FLOOR TRUSS <br />2X4 . TOP 1 m <br />BOTTOM CANT. <br />W/ (S) 12d NAILS <br />WETA-16 <br />BILK. WALL <br />@ CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK <br />W/ 114' GAP FROM BLK TO OSB. <br />OAT <br />PERIMETER2 OSB. TO PROVIDE CONT, NAIL PATTERN <br />O REMAINING AREA TO BE SHEATHED FROM DBL. TOP <br />PLATE TO HORIZONTAL BLOCKING. <br />® SHEATHING • TOP OF WOOD FRAMED WALL TO BE <br />STAGGaERED MIN. OF 16' FROM SHEET BELOW <br />® INSTALL ALL SHEETS W,FACE GRAN PARALLEL <br />TO STUDS <br />9 EXT. WALL SHEATHING <br />SCALE: I/1'.I'-0' <br />Design <br />Grou :n�. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.. <br />AA N: 0003325 <br />h <br />Chi <br />h <br />Z <br />0 <br />c� <br />N/1 <br />O <br />F <br />O <br />0 <br />N <br />U <br />a <br />U <br />MON ae LOT <br />SILVERADO <br />LOT #17 <br />BLK #6 <br />PROJmICT* <br />04128.000-01761 <br />4EBB <br />"1828- CALI" <br />GARAGR BWMG: <br />LEFT <br />PAGR: <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />F <br />11/07/17 <br />: 1/4"=1'—O" <br />D2 <br />