Laserfiche WebLink
a P Y 1 T a r T <br />Flu <br />2x6 MIN. TO BILK LLV (2))J' <br />F/ ANDHOR BOLT W/ 2' WASHER SET <br />/ lu - ulyd.l ATQCtYT. <br />EPDXY 4' EMBED. <br />O W <br />SECURE 2x4 ON <br />FLAT TO BLK <br />W/ CUT NAILS. <br />L' SIDES: <br />2Xb GARAGE DOOR BUCK W1 (3) <br />Y/'XS' J-BOLTS 4' EMBEDMENT MIN. <br />W/ 2'X1•X6 WASHER AND NUT <br />SPACED EVENLY FROM FLOOR TO <br />GARAGE DOOR HDR IN JOINTS <br />I <br />PRIOR TO FILLING. <br />1-2X6 PT BLOCK • CENTER OF <br />DOOR HEADER W/(UK'XS' J-BOLTS <br />4' EMBEDMENT W/ 2•X2'A' WASHER <br />AND NUT <br />NOTES: <br />ALL ANCHORS SHALL BE IN ACCORDANCE TO <br />MNllFACTURER'S INSTALLATION INSTRUCTIONS WHERE <br />81JCH INSTRUCTIONS ARE MORE STRINGENT <br />UAMAUL VVVA <br />3 BUCK A <br />E: V2'•I'-0TTAC N <br />SCAL' <br />2X4X4' SECURE TO 7RJ89 W/ 3.12d <br />OC. MAX tYP. <br />2X4 SECURE TO 2X4 BLK WR-12d <br />SECURE TO BLK W/ META-16 <br />2'-0" EXTENSION ® 0 T S RVI E R. <br />SCALE: V2'.I'-0' <br />2X4 SECURED TO <br />GABLE END <br />W/(2A2d•EA UPRIGHT <br />2X4 SECURED TO <br />L 2x4 . RAFTER <br />G <br />EA. RAFTER <br />L-30 EA. <br />RAFTER <br />k7,1- <br />AR <br />-2x4 RAFTER <br />• 24' O.G. <br />�1 FRAMED OVERHANG <br />`+ N.T S. <br />i1NOT USED <br />V <br />HEADER SIZE PER <br />SPAN CHART, <br />DOOR/ <br />WRmOW <br />GPENING� <br />�\ STICK BUILT WALL DETAIL <br />PRE -ENO TRUSSES W/ TRUSS <br />• EA. STUD TOP <br />BOTOM <br />�� <br />CONNECTOR VERIFY W/ <br />FRAMING PLAN <br />PRE -ENS, TRUSSES WAIWSS <br />DOUBLE TOP PLATE <br />HEADER <br />CONNECTOR UP TO 1"0 <br />UPLIFT <br />CRIPPLE STUDS • 16- OZ. <br />MAX <br />DOUBLE TOP PLATE <br />SIMPSON LSTA-12 • EA JACK <br />SIMPSON MSTA-24 • EA. JACK <br />STUD, BOTH SIDES OF <br />OPENING. <br />2x8 STUD6 • O.C. MAX Vu <br />SHEATHING. SHEATHING, <br />ATHING TO BE <br />2. STUDS • 16'O.C. MAX W/ <br />nax. <br />oPervm6 40' <br />WITHIN }' OF WINDOW/ DOOR <br />SHEATHING. SHEATHING TO BE <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 • A TIME. <br />AND SPECIFICATION) <br />WE 12d NAILS, TWO WITHIN b' <br />JACKS (SEE HEADER SPAN <br />FROM EACH Elm N NO MORE <br />CHART FOR DETAILS AND <br />THAN 12' O.C. STAGGERED <br />SPECIFICATION) <br />WINDOW SILL W/CRPPLES <br />JACK STUD ASSEMBLY TO BE <br />16. O.C. <br />SECURED ONE PLY • A TIME. <br />USE 12d NAILS, TWO WITHIN 6' <br />}' CIA ANCHOR BOLT <br />AT IV O.C. MAX WITH T' <br />FROM EACH END / NO MORE <br />EMBEDMENT AND 2' <br />THAN 12'O.C. STAGGERED <br />CIA. WASHER <br />SP4 OR W5 • TOP AND <br />SIMPSON MSTAM-24 • EA <br />BOTTOM PLATES • 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 />2XS P.T. BOTTOM PLATE <br />SHEATHING MUST NOT <br />BREAK I'-4' MIN. FROM 2NO <br />1_ <br />TYP. EXTERIOR WINDOW/ DOOR FLR LINE. <br />rJ OP WING WD FRAM D W FLO TRUSS <br />SCALE: 1R••1'-0' <br />FASTENER SCHEE>ULE <br />ROOF DIAPHRAGM <br />USE ,/16' ObB. OR ITT• CDX PLY WITH'S RING SHANK GUN NAILS AT 4' O.C. AT <br />SUPPORTED PANEL EDGES AND 16 RING SHANK GW NAILS AT b' O.C. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />ROOF SHEATHING TO GABLE END FRAME <br />USE IS GUN NAILS • 4' OC. <br />EXTERIOR SHEATHING <br />USE 1/16' O.S.B. OR 1/2' PLY WITH -S RING SHANK GUN NAILS AT 6' O.C. AT <br />PANEL SIDES AND % RING SHANK GUN NALS 4'O.C. TOP N BOTTOM <br />PANEL AND % RING SHANK GUN NAILS AT b' OZ. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />NOTE: RING SHANK OUN NAILS SHALL BE PERMITTED AS AN <br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER - <br />NAIL REQUIREMENTS <br />912E I <br />OR T HEADPIE LENGTH DIA. TENSILE 9 TOP CORD BLOCKING AT 4• <br />ed ROUNDMOD110J700 OZ. MAX. IN FIRST 2 FRAMING <br />NOTE: NAILS TO BE MFG. BY MEMBER OF INT. <br />STAPLE, NAIL 1 TOOL ASSOCIATION <br />L 0.113 INCH NOMINAL SHANK DIAMETER <br />7. RING DIAMETER OF 0012 OVER SHANK DIAMETER <br />3. Ib TO 20 RINGS PER INCH <br />4. 0]80 INCH FULL I&JUND HEAD 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 TRUSS <br />ROOF SHEAEA THING -A <br />i�ii ■�iiiii�i� i " <br />BUILDING LENGTH_ � <br />WINDOW OPENING <br />4, 2—STORY WALL <br />b RING SHANK GJN NAILS . 4' OL. <br />� aP :BOTtQ'IfDGEb <br />TYP. EXT. SHEATHING ATTACHMENT <br />FOR WALL SHEATHING (065 TO BE <br />STRUCTURAL GRADE) <br />TRUSS <br />MTS-12 <br />T/16• C <br />2X4 <br />BTT1. <br />PLATE <br />-- _- 2X4 DBL. TOP PLATE <br />2X4 STUD 16' O.C. <br />,/16. 068. <br />ITT' AB. W/ MIN, <br />,'EMBEDMENT <br />LOCATE b'-6' FROM ENDS <br />AND 32' O.C. MAX. <br />TEXTURED FINISH <br />META-16 <br />MAX S' CMU WALL <br />KNEE WALL DETAIL <br />2 TO BLOCK <br />SCALE: IR•.I'-0' <br />A SECURE 2. TO BLOCK <br />W/ (2) &' TAPCONS OR <br />DRIVE PIN <br />(MIN SWANK SIZE .145) <br />I.IEu•T (MIN EMBED. I I-) <br />WITHIN S' OF EACH p, z <br />END AND IS' OC. MAX'. <br />SPACING. <br />O.S.B. SHEATHING OR <br />}' CDX PLYWOOD <br />ROUGH or>EwNG <br />4T2.4 <br />BLOCKS <br />CMJ WALL <br />ARCH WINDOW FRAME A SECTION <br />V SCALE: IR'•I'-0' <br />NOTE: TYP. EXT. SHEATHING ATTACHMENT <br />FOR SHEAR / UPLIFT (0.58. TO BE STRUCTURAL <br />GRADE) CONNECTOR& FROM STUD TO PLATE ARE <br />NOT REQUIRED EXCEPT • OPENINGS <br />�'B RING SWANK GUN NAILS <br />• b• O.C. IN FIELD <br />TTP. EXT. SHEATHING ATTACHMENT FOR <br />SHEATHING (0.5.5. TO BE STRUCTURAL GRADE) <br />IS 2' DECK SCREWS • 6'-6' <br />OC. MAX • EDGES N 12' O.C. <br />MAX IN FIELD. UNTHREADED <br />'SHANK TO EXTEND BEYOND' <br />TNICIQ•ESS OF SUB -FLOOR <br />SHEATHING <br />TYP. 3/4' TIG SUB -FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />PRE-ENG. TRUSS <br />DBL. 2X TOP PLATE oai <br />O.SB. <br />2X BLOCKING <br />TOP OF <br />,/I TOP <br />;q <br />2X STUDS IW OC. MAX. <br />2X BTM.PLATE <br />3/4' FLOOR DECKING ' <br />PRE- ENGINEERED o <br />FLOOR TRUSS <br />2X4 TOP 1 <br />BOTTOM CONT. <br />W/ (5) 12d NAILS <br />WETA-16 <br />BLK WALL <br />QI CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK <br />W/ 1/4' GAP FROM BLK TO O.SB. <br />HORIZONTAL <br />TDECNIL AT <br />PERIMETER OP 05B. TOPROV CONTTAIL 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 *' FROM SWEET BELOW <br />® INSTALL ALL SHEETS W/PACE GRAIN PARALLEL <br />TO STUDS <br />9 EXT. WALL SHEATHING <br />SCALE, 1/2'-F-V <br />6 <br />GrouP"�a�. <br />Design <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH:407-774-6078 <br />FAX: 407-7744076 <br />www.abdealgngroup.com <br />AA #: 0003325 <br />F <br />N <br />h <br />V <br />O <br />Ka <br />N <br />O <br />F <br />O <br />exy=rV. as LflTa <br />SILVERADO <br />LOT #2 <br />1 <br />BLK #7 <br />P1oJID w <br />04128.000-00271 <br />i[OD�Ii <br />4EBB <br />"1828— CALI" <br />GAPL"Z BWMG- <br />LEFT <br />PALM <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />ARCHRECT-' <br />STATE OF FLORIDA <br />D TIM 10/20/17 <br />sCALIM 1/4"=1'-0" <br />spimmT <br />D2 <br />