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♦ Y c N I T E E T 8 <br />F6ECURE 2x6 HIN. TO BLK W/ (2) Y/' <br />/ ANCHOR BOLT W/ 2' WASHER SET <br />/ M SIMPSON NIGH STRENGTH <br />EPDXY ' EMBED. <br />O o <br />6EGIRE 2.4 ON <br />FLAT TO BLK <br />W/ CUT NAILS. <br />SIDEB: <br />2X6 GARAGE DOOR BUCK W/ (3) <br />)YXe' J-BOLTS 4' EMBEDMENT MIN. <br />W/2'X2'A WASHER AND NUT <br />SPACED EVENLY FROM FLOOR TO <br />GARAGE DOOR HDR IN JOINTS <br />PRIOR TO FILLING. <br />1-2X6 PT BLOCK • CENTER OF <br />DOOR HEADER WIT Y/'X8' J-BOLTS <br />4' EMBEDMENT W/ 2-X2'X6' WASHER <br />AND NUT <br />C7 <br />0 <br />—_- <br />O <br />I <br />Ell <br />U aRtlu rl 1J V V R <br />%1 BUCK ATTACHMENT <br />SCALE: V2'•I'-O' <br />2X4X4' SECURE TO TRUSS W/ 3-12d <br />O.G. HAX TYP. <br />2X4 SECURE TO 2X4 BLK W7-12d <br />SECURE TO BLK W/ META-16 <br />2X4 SECURED TO <br />GABLE END <br />W/(2)I24•EA UPR*WT <br />2X4 SECURED TO <br />2.4 BLOCKING <br />L-30 EA. EA RAFTER <br />RAFTER <br />P2B EA <br />RAFTER <br />2.4 RAFTER <br />24' O.C. <br />4 <br />FRAMED OVERHANG <br />NTS. <br />PRE-ENG TRUSSES W/TRU55 <br />CONNECTOR VERIFY UV <br />FRAMING PLAN <br />DOUBLE TOP PLATE <br />CRIPPLE STUDS • IS- O.C. <br />HAX <br />HEADER SIZE PER SIMP5ON LSTA-12 • EA JACK <br />SPAN CHART. STUD, BOTH SIDES OF <br />OPENING, <br />2. STUDS a 16' O.G. 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 />SPA! CHART FOR DETAILS <br />AND SPECIFICATION) <br />7 _ JACKS (SEE HEADER SPAN <br />IFT,SPECIFICOATTION) AND AILS D <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY • A TIME. <br />USE 12d NAILS, TWO WITHIN 6' <br />I FROM EACH END 4 NO MORE <br />!L THAN 12' O.G. STAGGERED <br />SP4 OR H5 • TOP AND <br />BOTTOM PLATES • EA FULL <br />LENGTH STUD, BOTH SIDES <br />OF OPENING. <br />4" <br />SHEATHING TO LAP TO TOP <br />OF MASONRY WALL. <br />. _ SHEATHING MUST NOT <br />j BREAK 1'-4' MIN. FROM 2ND <br />TYP. EXTERIOR WINDOW/ DOOR FLR LINE. <br />PENING WD FRAMED (W/FLOOR TRUSS) <br />SCALE: V2'.I'-O' <br />FASTENER SCHEDULE <br />ROOF DIAPHRAGM <br />USE ,/16' OSB. OR VI' CDX PLY WITH '8 RING SHANK GUN NAILS AT 4' O.G. AT <br />SUPPORTED PANEL EDGES AND '8 RING SHANG CAN NAILS AT W O.C. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />ROOF SHEATHING TO GABLE END FRAME <br />USE '5 G N NAILS • 4' O.C. <br />EXTERIOR SHEATHING <br />USE 1 <br />/16, OSB. OR V2' PLY WITH '8 RING SHANK GUN NAIL 9 AT 6' O.G. AT <br />SHANK GW PANEL SIDES AND 'S RING NAILS 4' O.C. TOP 4 BOTTOM <br />PANEL AND '8 RING SHANK GUN NAILS At 6' O.G. At <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED 45 AN <br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER <br />NAIL REQUIRE" IENT5 <br />SIZE HEAD LENGTH DIA TENSILE S TOP CORD BLOCKING AT 4' <br />8d ROUNDiTODIFIE 2 3/8, .113 1,0,0m0 O.C. MAX IN FIRST 2 FRAMING <br />OR T <br />NOTE: NAILS TO BE MF- BY MEMBER OF INT. <br />STAPLE, NAIL 4 TOOL ASSOCIATIONCH 1. 0.113 INNOMINAL SFIANK DIAMETER <br />'012V <br />3. 16 TO 20 RINGS PER INCH <br />4. 02W INCH FULL ROUND HEAD DIAMETER <br />5. 2 INCH NAIL LENGTH <br />ROOF 5HEATHING LAYOUT <br />�� AND ENDWALL BRAGING <br />EXTENSION ® OPT SERVICE DR. / I11NOT USED FOR GABLE END FRAMING <br />SCALE: IR'. i'-0' V <br />SPADES AT EACH END. <br />RAFTER OR TRUSS <br />ROOF SHEATHNG -� <br />LBUILDING LENGTH __>c• <br />STICK BUILT WALL DETAIL <br />1 NTS. <br />SP8 • EA STUD TOP 4 <br />BOTTOM <br />PRE-ENG TRUSSES WrtRU56 <br />CONNECTOR UP TO -10" <br />UPLIFT <br />DOUBLE TOP PLATE <br />SIMPSON MSTA-24 • EA JACK <br />2x8 STUDS • 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 12d NAILS, TWO WITHIN 6' <br />FROM EACH END 4 NO MORE <br />THAN 12' O.G. STAGGERED <br />WINDOW SILL W/CRIPPLES <br />16. O.C. <br />}' D14 ANCHOR BOLT <br />AT W ' O.C. MAX WITH ,' <br />EMBEDMENT AND 2' <br />DIA WASHER <br />SIMPSON MSTAt-24 • EA <br />JACK SECURED WI(3) <br />Y4' X I <br />3/4' TAPCON5 TO CMW/MIN. 2' COVER 4 2' APART <br />2X6 P.T. BOTTOM PLATE <br />WINDOW OPENING <br />(& 2—STORY WALL <br />r� sNa,K oun Hays . a• o.c. <br />�B CM EDGES <br />j <br />i <br />IJ <br />TYP. EXT. SHEATHING ATTACHMENT <br />FOR WALL SHEATHING (OSB TO BE <br />STRUCTURAL GRADE) <br />NOTE: TYP. EXT. SHEATHING ATTACHMENT <br />FOR SHEAR 4 UPLIFT (OSB. TO BE STRUCTURAL <br />GRADE) CONNECTORS PROM STUD TO PLATE ARE <br />NOT REQUIRED EXCEPT • OPENINGS <br />,— <br />PRE-E <br />TRUSS <br />,/16' OS$. <br />2X4 <br />BTM. <br />PLATE <br />2X4 DBL. TOP PLATE <br />2X4 STUD 16' O.G. <br />,/16' OSB. <br />V2' AM W/ MIN. <br />,'EMBEDMENT <br />LOCATE W-8' PROM ENDS <br />AND 32' O.G. MAX <br />TEXTURED FINISH <br />MTS R <br />META-V. <br />32' O.G. MAX. <br />8' CFXI WALL <br />PRE-ENGINEERED <br />TRU55 <br />KNEE WALL DETAIL <br />2 TO BLOCK <br />SCALE: 1/2'.I'-D' <br />A <br />SECURE 2. TO BLOCK <br />W/ (2) ,l' TAPCGNS OR <br />DRIVE PIN <br />(MIN SHANK SIZE .145) <br />(MIN EMBED. t }') o <br />WITHIN 8' CF EACH, <br />END AND 18' OG. MAX '-�' m <br />SPACING. <br />OSB. SHEATHING OR <br />}' CDX PLYWOOD <br />2x4 BLOCKS <br />� <br />I <br />aaEcmr <br />7R_�CMWALL <br />-'-- <br />6 ARCH WINDOW FRAME A SECTION <br />SCALE: V2'•I'-0' <br />TYP. EXT. SHEATHING ATTACHMENT FOR ROOF <br />SHEATHING (OSB. TO BE STRUCTURAL GRADE) <br />'8 2' DECK SOWS • 6'-8' <br />OL. MAX • EDGES 4 12' OC, <br />MAX IN FIELD. UNTHREADED <br />SHANK TO EXTEND BEYOND' <br />THICKNESS OF SUB -FLOOR <br />SHEATHING <br />TYP. 3/4'T4G 51.0-FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />PRE -END TRUSS— <br />DBL. 2X TOP PLATE <br />2X BLOCKING <br />TOP OF <br />2X STU05 w O.C. MAX. <br />2X BTI-I. PLATE <br />3/4' FLOOR DECKING <br />PRE- ENGINEERED s <br />FLOOR TRUSS <br />2X4 • TOP <br />4 BOTTOM CCNT. <br />META-16 <br />BLK WALL <br />0 CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK <br />W/ 1/4' GAP FROM BLK TO OSB. <br />O HORIZONTAL 2X $.PF. STRUCTURAL BLOCKING AT <br />PERIMETER OF CAB. TO PROVIDE CONT. NAIL PATTERN <br />O3 REMAINING AREA TO BE SHEATHED FROM DEL TOP <br />PLATE TO HORIZONTAL BLOCKING <br />® SHEATHING a TOP OF WOOD FRAMED WALL TO BE <br />STAGGERED MIN. OF 16' FROM SHEET BELOW <br />OS INSTALL ALL SHEETS W/FACE GRAIN PARALLEL <br />TO STUDS <br />9 EXT. WALL SHEATHING <br />9GALE: IR'.I'-0' <br />6 <br />Design <br />Grou ln�. <br />L441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA M. 0003326 <br />F <br />ti <br />W <br />0 <br />V <br />O <br />4 <br />U <br />y <br />O <br />F <br />A <br />F: <br />Q <br />Q <br />SUDDIV. & LOT: <br />SILVERADO <br />LOT 20 <br />BLK 1 <br />PROJMT# <br />04128.000-20001 <br />II[ODBU <br />4EGB <br />"GALEN" <br />C1ARA0ffi 91rMi <br />LEFT <br />PAOM <br />MISC. <br />DETAILS <br />150 MPH EXR B <br />ARCHrrECT-. <br />STATE OF FLORIDA <br />0 <br />FMAWITZ": 11/07/16M 1/4"=1'-0"T <br />2 <br />