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SECURE 2xb MIN. i0 BLK W/ (2))j' <br />ANCHOR BOLT W/ 2' WASHER SET <br />IN 81MP8CN HIGH STRENGTH <br />EPDXY 4' EMBED. <br />'O 9. <br />SECURE 2x4 ON <br />O <br />FLAT 70 BLK <br />W/ CUT NAILS. <br />SIDES: <br />A <br />2X6 GARAGE DOOR BUCK W/ (3) <br />)i'X8' J-BOLTS 4' EMBEDMENT MIN, <br />W/ 2'M'X%b WASHER AND NUT <br />SPACED EVENLY FROM FLOOR TO <br />GARAGE DOOR HOR IN JOINTS <br />PRIOR TO FILLING. <br />I-2X6 PT BLOCK CENTER OF <br />DOOR HEADER W/(U)j'XS' J-BOLTS <br />4' EMBEDMENT W/ 2'X2'XK' WASHER <br />AND NUT <br />O• NOTES, <br />°o <br />ALL ANCHORS SHALL BE IN ACCORDANCE TO <br />MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE <br />SUCH INSTRUCTIONS ARE MORE STRINGENT <br />UCK ATTACHMENT <br />SCALE: V2'•I'-0' <br />H q )- -t <br />2X4X4' SECURE TO TRU99 W/ 3-ud <br />6'-S' OC. MAX TYP. <br />2X4 SECURE TO 2X4 BLK W2.12d <br />SECURE TO BLK W/ META-16 <br />7 2'-0" E NSIO Q OPT SERVICE R. <br />SCALE: 12'•I'-0' <br />2X4 SECURED TO <br />GABLE END <br />W/(2)I2dsEA. UPRIGHT <br />]XA SECURED TD <br />FRAMED OVERHANG <br />4 N.TA. <br />%SNOT USED <br />PRE-ENG TRUSSES W/TRUS, <br />CONNECTOR VERIFY W/ <br />FRAMING PLAN <br />DOUBLE TOP PLATE <br />CRIPPLE STUDS • 16' OC. <br />MAX <br />HEADER SIZE PER SIMPSON LOTA-12 • EA. JACK <br />SPAN CHART. STUD, BOTH SIDES OF <br />OPENING. <br />2x STUDS • 16' O.C. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />DOOR/ WITHIN }' 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 />--17 �— CHART FOR DETAILS AND <br />SPECIFICATIOW <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY • A TIME. <br />USE 12d NAILS, TWO WITHIN 6' <br />— f FROM EACH END 2 NO MORE <br />THAN 11' OC. STAGGERED <br />SP4 OR H5 • 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 MIST NOT <br />7 BREAK I'-4' MIN. FROM 2ND <br />TYP. EXTERIOR WINDOW/ DOOR FLR LINE. <br />OPENING <br />ALE, I2'WD FRAMED (WW/FLOOR TRUSS) <br />SC•I'-0' <br />FASTENER SCHEQULE <br />ROOF DIAPHRAGM <br />USE 1/16' OA$. OR 12' CDX PLY WITH'S RING SHANK GUN NAILS AT 4. O.C. AT <br />SUPPORTED PANEL EDGES AND 'S RING SHANK GW NAILS AT W O.C. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />ROOF SHEATHING TO GABLE END FRAME <br />USE 'S GUN NAILS • 4' OC. <br />EXTERIOR SHEATHING <br />USE 1/16' CAB. OR U2' PLY WITH'8 RING SWANK GUN NAILS AT 6' OC. AT <br />PANEL SIDES AND 'S RING WITH GUN NAILS 4' Or -TOP 4 BOTTOM <br />PANEL AND'S RNG SHANK GUN NAILS AT 6' O.C. 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 ST TOP CORD BLOCKING AT 4' <br />ad ROUNDMODIFIE 2 3/8' .113 110)D00 OC. MAX N FIRST 2 FRAMING <br />OR T <br />NOTE: NAILS TO BE M11- BY MEMBER OF INT. <br />STAPLE, NAIL Y TOOL ASSOCIATION <br />1. 0.113 INCH NOMNAL SHANK DIAMETER <br />2. RMC DIAMETER OF 0Al2 OVER SHANK DIAMETER <br />3. 16 TO 20 RINGS PER INCH <br />4. 0380 INCH FULL ROIYHD WEAR DIAMETER <br />5. 2 INCH NAIL LENGTH <br />ROOF SHEATHING LAYOUT <br />AND ENDIUALL BRACING <br />FOR GABLE END FRAMING <br />SPACES AT EACH END. <br />RAFTER EA TRUSS <br />W <br />ROOF SHEATHING <br />0=11IIIIIIIIIIIIII��w <br />�=�� iI <br />BUILDING LENGTH <br />1 STICK BUILT WALL DETAIL <br />NTA, <br />ape • EA. STUD TOP Y <br />BOTTOM <br />PRE-ENG TRUSSES W/TRJSS <br />CONNECTOR UP TO'1,000 <br />UPLIFT <br />DOUBLE TOP PLATE <br />SIMPSON META-24 • EA. JACK <br />2x8 STUDS s 16' O.C. MAX W/ <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 • A TIME. <br />USE Rd NAILS, TWO WITHIN 6' <br />FROM EACH END 4 NO MORE <br />THAN 12' OC. STAGGERED <br />WINDOW SILL W/CRIPPLES <br />16, O.C. <br />}' DIA ANCHOR BOLT <br />AT Ib' O.C. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSON MSTAM-24 • EA. <br />JACK. SECURED W/ <br />SPECIFIED ANCHORS <br />2X8 P.T. BOTTOM PLATE <br />WINDOW OPENING <br />® 2—STORY WALL <br />'S RING SHANK GAJ NAILS a 4. OL. <br />TOP • BOnOM EOGEB <br />TYP. EXT. 6WIEATHING ATTACHMENT <br />FOR WALL SHEATHING (OSB TO BE <br />STRUCTURAL GRADE) <br />NOTE: TYP. EXT. SNEATNING ATTACHMENT <br />FOR SHEAR 4 UPLIFT (OAS. TO BE STRUCTURAL, <br />GRADE) CONNECTORS FROM STUD TO PLATE ARE <br />NOT REQUIRED EXCEPT • OPENINGS <br />P <br />1/16' OSB. <br />2X4 <br />PLATE <br />PLA <br />2X4 DBL. TOP PLATE <br />2X4 STUD 16' O.C. <br />1/16' OSB. <br />V2' AB. W/ MIN, <br />1' EMBEDMENT <br />LOCATE 6'-8' FROM ENDS <br />AND 32' O.C. MAX. <br />TEXTURED FINISH <br />MTS-12 <br />META-ib <br />32' O.C. MAX. <br />8' CMU WALL <br />KNEE WALL DETAIL <br />2 0 LOCK <br />SCALE: 1/2'-1'-0' <br />A SECURE 2x TO BLOCK - <br />W/ (2) }' TAPCONS OR <br />DRIVE PIN <br />(MIN SHANK SIZE .145) <br />FlmcuT (MIN EMBED. I I-) $ <br />WITHIN S' OF EACH o <br />END AND 18' O.C. MAX <br />SPACING. <br />OAS. SHEATHNG OR <br />PLYWOOD <br />2x4 BLOCKS <br />CM) WALL <br />p1 ARCH WINDOW FRAME A _SECTION <br />SCALE: 12'• I'-0' <br />`b RING SWANK GUN NAILS <br />s b' O.O. IN FIELD \ <br />TYP. EXT. SHEATHING ATTACHMENT FOR ROOF <br />SHEATHING (OAS. TO BE STRUCTURAL GRADE) <br />'S 2' DECK SCREWS • 6'-8' <br />OC. MAX • EDGES 4 12' O.C. <br />MAX IN FIELD. UNTHREADED <br />'SHAY, TO EXTEND BEYOND' <br />TWIClOESS OF SUB -FLOOR <br />SHEATHIG <br />TYP. 3/4' TYG SUB -FLOOR DECKNG GLUED TO <br />ALL EXPOSED MEMBERS <br />PRE-ENG. TRUSS <br />DBL. 2X TOP PLATE <br />1/16. OAB. <br />2X BLOCKING <br />TOP OF <br />1/I6. OAS, <br />2X STUDS I6' OC. MAX. <br />2X BTM. PLATE <br />3/4' FLOOR DECKING <br />PRE- ENGINEERED <br />FLOOR TRU88 <br />2X4 • TOP Y <br />BOTTOM CONT. <br />W/ (5) 12d NAILS <br />15L1C WALL I <br />Qj CONTINUOUS SHEATHNG TO BEGIN AT TOP OF BLK <br />W/ 1/4' GAP FROM BLK TO OAB. <br />OAT <br />PERIMETTER OF CAB. TOTRUCTURAL PROVIDE CONTTONAIL PATTERN <br />® 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 I&' FROM SWEET BELOW <br />® INSTALL ALL SWEET$ WIFACE GRAIN PARALLEL <br />TO STUDS <br />9 EXT. WALL SHEATHING <br />SCALE: 12'•I'-0' <br />A R C N 1 T E C T <br />6 <br />Design <br />Grou1YYY:. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32760 <br />PH: 407-774-6078 <br />FAX: 407-774 4078 <br />www.abdesigngroup.com <br />AA 111: 0003325 <br />F <br />y <br />V <br />O <br />U <br />C <br />cR, <br />N <br />R <br />O <br />F <br />A <br />F <br />au=rv. a L07 <br />SILVERADO <br />LOT 15 <br />BLK 6 <br />PROdl=T# <br />04128.000-01561 <br />>t[ODEM& <br />4EHB <br />"2605—HAYDEN" <br />GARAGM NWMG- <br />LEFT <br />PALM <br />MISC. <br />DETAILS <br />150 MPH EXP. B of <br />D � 11/08/17 <br />aCAlM 1/4"=1'-0" <br />aIi>QST <br />