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///---SECURE 2x6 MIN. TO BLK W/ (2)K' <br />F/ ANCHOR BOLT W/ 2' WASHER SET <br />/ w n,IMcanu uvu wTOFr,r,Tu <br />EPDXY 4' EMBED. <br />•O <br />SECURE 2x4 ON <br />G <br />I <br />FLAT TO BLK <br />W/ CUT NAILS. <br />0• SIDES: <br />I <br />2x6 GARAGE DOOR BUCK W/ (3) <br />,S'XS' 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 />I-2x6 PT BLOCK • CENTER OF <br />DOOR HEADER W/(I)h'XB' J-BOLTS <br />4' EMBEDMENT W/ 2'XY'X)WASHER <br />AND NUT <br />G NOTES: <br />ALL ANCHORS SHALL BE IN ACCORDANCE TO <br />MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE <br />SUCH INSTRUCTIONS ARE MORE STRINGENT <br />UANAUL vvvx <br />3 BUCK ATTACHMENT <br />SCALE 1/2'•t'-0' <br />H q <br />2X4X4' SECURE TO TRU59 W/ 3-12d <br />6'41' OC. MAX TYP. <br />2X4 SECURE TO 2X4 BLK W/2-12d <br />SECURE TO BLK W/ META-16 <br />7 2'-0" XTENSION O 0 T S VICE DR. <br />SCALE: I/2'•I'-0' <br />n <br />FRAMED OVERHANG <br />(4 ! N.TS. <br />�Q1NOT USED <br />V <br />1 STICK BUILT WALL DETAIL <br />N.TS. <br />I�I�I <br />,I.I�I■ <br />1 <br />II■II.I' <br />III. <br />�. . • - <br />L <br />;OAF I <br />III <br />�y �" E <br />RIVER'; <br />`7��y�// <br />F:=�Y <br />PRE-ENG TRUSSES Ul/ TRUSS <br />CONNECTOR VERIFY W/ <br />FRAMING PLAN <br />r- DOUBLE TOP PLATE <br />CRIPPLE STUDS • 16, CC. <br />MAX <br />SIMPSON LOTA-12 • EA JACK <br />STUD, BOTH SIDES OF <br />OPENING. <br />2x STUDS • 16' OC. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />WITHIN }' OF WINDOW/ DOOR <br />OPENING AND SECURE PER <br />fAS7ENE'NR SCHEDULE <br />KING SD9 (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 H5 • TOP AND <br />BOTTOM PLATES • EA FULL <br />LENGTH STUD, BOTH SIDES <br />OF OPENING, <br />SHEATHING TO LAP 70 TOP <br />OF MASONRY WALL. <br />SHEATHING MUST NOT <br />BREAK 1'-4' MIN. FROM 2ND <br />TYP. EXTERIOR WINDOW/ DOOR FLR LINE. <br />�510P WING WD FRAMED (W/FLOOR TRUSS <br />SCALE: <br />FASTENER SCHEDULE <br />ROOF DIAPHRAGM <br />USE lA6' OSB. OR 1/2' CDX PLY WITH •8 RING SWANK GUN NAILS AT 4' OC. AT <br />SUPPORTED PANEL EDGES AND •B RING SHAWL CAN NAILS AT 6' OZ. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />ROOF SHEATHING i0 GABLE END FRAME <br />USE •8 GUN NAILS • 4' OZ. <br />EXTERIOR SHEATHING <br />USE 1/16' OSB. OR 1/2' PLY WITH .6 RING SHANK CAN NAILS AT 6' O.C. AT <br />PANEL SIDES AND •S RING SHANK GW NAILS 4' OL. TOP 1 BOTTOM <br />PANEL AND'S RING SHANK GUN NAILS AT 6' OC. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />NOTE: RING SHAWL GUN NAILS SHALL BE PERMITTED AS AN <br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER <br />NAIL REQUIREMENTS <br />SIZE HEAD LENGTH DIA TENSILE STM <br />Bd <br />RCUND)MODIFIE <br />2 3/8' <br />.113 <br />1T0,000 <br />TOP CORD BLOCKING AT 4' <br />OR T <br />O.C. MAX. N FIRST 2 FRAMNG <br />SPACES AT EACH END. <br />NOTE: NAILS TO BE MFG. BY MEMBER OF INT. <br />RAFTER OR TRJ <br />STAPLE, NAIL I TOOL ASSOCIATION <br />1. 0.113 INCH NOMINAL 9HJANIC DIAMETER <br />ROOF SHEATHING <br />_ <br />p p <br />$. I6 TO 20 RINGS PER INCH <br />4. 02M INCH FULL ROUND HEAD DIAMETER <br />9. 2 INCH NAIL LENGTH <br />�3 <br />ROOF SPEATPING LAYOUT <br />BUILDING LENGTH <br />AND ENDWALL BRACING <br />FOR 3,45LE END FRAMING <br />SPS • EA. STUD TOP I <br />BOTTOM <br />PRE-ENG TRUSSES W/TRJSS <br />CONNECTOR UP TO gp00 <br />UPLIFT <br />DOUBLE TOP PLATE <br />SIMPSON MSTA-24 • EA JACK <br />2xe STUDS • 16' OC. MAX W/ <br />SWEATWWr- 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 1 NO MORE <br />THAN 12' OC. STAGGERED <br />WINDOW SILL W/CRIPPLES <br />16, O.G. <br />VDIA ANCHOR BOLT <br />16, O.C. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA WASHER <br />SIMPSON M9IAM-24 • EA. <br />JACK, SECURED W/ <br />SPECIFIED ANCHORS <br />2" P.T. BOTTOM PLATE <br />F WINDOW OPENING <br />® 2—STORY WALL <br />NG SHANK GUN NAILS . 6. OL. 9 RI � BOTiOn GE6 _.� <br />TYP. EXT. SHEATHING ATTACHMENT <br />FOR WALL SHEATHING (Oft TO BE <br />STRUCTURAL GRADE) <br />NOTE: Ty , EXT. SHEATHING ATTACHMENT <br />FOR SHEAR I UPLIFT (OSB. TO BE STRUCTURAL <br />GRADE) CONNECTORS FROM STUD TO PLATE ARE <br />NOT REOUIED EXCEPT • OPENINGS <br />P <br />� o <br />� m <br />PI <br />PIE <br />1/Ib'4MAX. <br />2X4 <br />BM <br />PLA2X4 <br />DBL. TOP PLATE <br />2X4 STUD 16' O.C. <br />1/16' OBB. <br />U2' AB. W/ MIN. <br />7' EMBEDMENT <br />LOCATE 6'-8' FROM ENDS <br />AND 32' OC. MAX. <br />TEXTURED FINISH <br />MTS-META-16 <br />32' OS' <br />CMU WALL <br />KNEE WALL DETAIL <br />2 0 BLOCK <br />SCALE: V2'•1'-0' <br />A <br />SECURE 2. TO BLOCK <br />W/ (2) J' TAPCONS OR <br />DRIVE PIN <br />(MIN SHAW SIZE .148) <br />MIN EMBED. 1 1') ff <br />WITHN 8' OF EACH p'p <br />END AND 18' OC. <br />SPACING. <br />OSB. SHEATHING OR <br />}' COX PLYWOOD <br />2x4 BLOCKS <br />CMU WALL <br />R¢cmr L <br />ROUGH OPENING <br />e-m• <br />_ <br />-- --- <br />%1 ARCH WINDOW FRAME A SECTION <br />SCALE: IR'•I'-0' <br />C. RING BHAWC GUN NAILS <br />• 6' O.t. N FIELD <br />TYP. EXT. SHEATHING ATTACHMENT FOR ROOF <br />SHEATHING (OSB. TO BE STRUCTURAL GRADE) <br />•B 2' DECK SCREWS • 6'-e' <br />D.C. MAX • EDGES J 12' O.C. <br />MAX IN FIELD. UNTIJREADED <br />'SHANK TO EXTEND BEYOND" <br />THICKNESS OF 81J5-FLOOR <br />SHEATHING <br />TYP. 3/4' TKa SUB -FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />PRE-ENG. TRUSS <br />DBL. 2X TOP PLATE <br />1/16. O.SB. <br />2X BLOCKING • _± <br />TOP OF <br />1/Ib' OSB. <br />2X STUDS 16' O.C. MAX. <br />2X BM PLATE <br />3/4' FLOOR DECKING <br />PRE- ENGINEERED s <br />FLOOR TRUSS <br />2X4 • TOP <br />BOTTOM CONT. <br />W/ (5) 12d NAILS <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 S.PF. STRUCTURAL BLOCKING AT <br />PERIMETER OF OS$ TO PROVIDE CCNT, NAIL PATTERN <br />O3 REMAINING AREA TO BE SHEATHED FROM DBL TOP <br />PLATE TO HORIZONTAL BLOCKING. <br />® SHEATHING • TOP OF UKYiD FRAMED WALL TO BE <br />STAGGERED MIN. OF 16' FROM SWEET BELOW <br />QS INSTALL ALL SHEETS WFACE GRAIN PARALLEL <br />TO STUDS <br />9 EXT. WALL SHEATHING <br />SCALE: IlY.I'-0' <br />A R C N I T E C T <br />6 <br />Design <br />GrourO. . <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdeslgngroup.com <br />AA R: 0003326 <br />E: <br />d <br />y <br />0 <br />V <br />O <br />V <br />y <br />O <br />A <br />Stnmrv. de MI <br />SILVERADO <br />LOT 41 <br />BLK 6 <br />PROJECT# <br />04128.000- 04161 <br />HQDELc <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 9WMG: <br />LEFT <br />PAGE: <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />ARCHITECT <br />STATE OF FLONDA <br />17 <br />F10/19/17: 1/4"=1'-0" <br />D 2 <br />