Laserfiche WebLink
PRE-ENGINEERED <br />TRUSS <br />4'-m' MIN. <br />MTS-12 <br />BOTTOM PLATE: <br />l/16' OSB. <br />(2) 12d NAILS AT <br />2X4 <br />EA. STUD. <br />\ <br />BTI`t <br />PLATE <br />2X4 Oft. TOP PLATE <br />2X4 STUD W O.C. <br />fi <br />l/W' OSB. <br />1/2' A.B. W/ MIN. <br />l•EMBEDMENT <br />LOCATE 6'-8` FROM ENDS <br />AND 32' O.C. MAX. <br />TEXTURED FINISH <br />MTS-12 <br />META-16 <br />T <br />32. O.C. MAX. <br />8' CM WALL <br />(2) 12d NAILS WITHIN 4' OF EA <br />PRE-ENGINEERED <br />END t (2) 12d NAILS • 12' Or- <br />TRUSS <br />MAX IN FIELD. <br />� �STICK BUILT WALL DETAIL <br />KNEE WALL DETAIL <br />TO BLOCK <br />SCALE: Il2'•I'-m` <br />SECURE 2x6 MIN. iO BLK <br />PRE-ENG TRUSSES W/ TRUSS <br />CONNECTOR VERIFY W/ <br />B• EA STUD TOP t <br />OT <br />BOTTOM <br />� HEADER <br />ANCHOR BOLT W/ 2' WASHER SET <br />HO ER SET <br />IN SIMPSON HIGH STRENGTH <br />EPDXY 4' EMBED. <br />- -- — <br />2X4 SECURED TO <br />GABLE END <br />W/!2)12dsEA, UPRIGHT <br />2x4 SECURED i0 <br />FRAMING PLAN <br />DOUBLE TOP PLATE <br />CRIPPLE STUDS • Ib' Or- <br />MAX <br />51MP$CN LBTA-12 - EA JACK <br />PRE-ENG TRUSSES W?R1S9 <br />CONNECTOR UP TO'I�Omm <br />UPLIFT <br />DOUBLE TOP PLATE <br />81MPSON META-24 - EA JACK <br />A <br />SECURE 2x TO BLOCK <br />W/ (2) A' W SIZE $ OR <br />DRIVE PIN <br />)MIN SHANK 812E .1457 <br />5) <br />(MIN EMBED. I }`) � <br />HEADER SIZE PER <br />FYBCl81 <br />_ <br />L <br />O' pe <br />seairc 2x4 ON <br />El <br />GABLE ENG WK2)12d <br />6'-8' O.C. <br />SPAN CHART. <br />STUD, BOTH SIDES OF <br />OPENING. <br />2x STUDS • 16' OZ. MAX W/ <br />SHEATHNG SHEATHING TO BE <br />2x8 STUDS I6' O.C. MAX W/ <br />SHEATHING.BNEATNINGTO BE <br />WITHIN }' OF WINDOW/ DOOR <br />OPENING AND SECURE PER <br />�3 <br />WITHIN S' OF EACH o, <br />END AND IB' OG. MAX '-� n <br />SPACING. <br />- <br />L <br />- <br />- <br />- <br />FLAT TO BLK <br />DOOR/ <br />WITHIN }' OF WINDOW/ DOOR <br />FASTENER SCHEDULE <br />�' OSB. SHEATHING OR <br />W/ CUT NAILS. <br />W SIDES, <br />2X6 GARAGE DOOR BUCK UL (3) <br />Y'XS' J-BOLTS 4' EMBEDMENT MIN. <br />W/2'X2'XY WASHER AND NUT <br />SPACED EVENLY FROM FLOOR TO <br />- <br />A <br />L 3m c <br />GABLE BLOCKING <br />TRUSS <br />2x4 BLOCKING <br />EA. RAFTER <br />L-30 EA <br />RAFTER <br />WINDOW <br />OPENING <br />_ _ <br />I� <br />I <br />OPENING AND SECURE PER <br />FASTENER SCHEDULE <br />KING STUDS [SEE HEADER <br />SPAN CHART FOR DETAILS <br />AND SPECIFICATION) <br />JACKS (SEE HEADER $PAN <br />CHART FOR DETAILS AND <br />SPECIFICATION) <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY � A TIME. <br />(2) STUDS, (2) JACK8 EA <br />SIDE OF OPENING <br />JACK STUD ASSEMBLY TO BE <br />SECURED CNE PLY • A TIME. <br />USE 12d NAILS, TWO WITHIN 6' <br />T� 12' OC. STAGGEREEACH END 4 NO D RE <br />WINDOW SILL W/CRIPPLES <br />16, O.C. <br />I• DIA ANCHOR BOLT <br />�' COX PLYWOOD <br />2.4 BLOCKS <br />CMU WALL <br />.� <br />o0 <br />a <br />' <br />- <br />GARAGE DOOR HDR IN JOINTS <br />PRIOR TO FILLING. <br />I-2X6 PT BLOCK a CENTER OF <br />DOOR HEADER W/(V )$'XS' J-BOLTS <br />4' EMBEDMENT W/ 2'X2'XY�' WASHER <br />AND NUT <br />O' <br />O <br />H2S EA <br />RAFTER <br />2x4 RAFTER <br />• 24. O.C. <br />2x4 <br />FRAMING <br />(TYP) <br />�f L I I <br />USE dd NAILS, TWO WITHIN 6' <br />FROM EACH END t NO MORE <br />THAN 12' OL. 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 />AT 16' D.C. MAX WITH l' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPBON MSTAT-24 EA <br />JACK, SECURED W/(3)' X I <br />Y. <br />3/4' TAPCONS TO CMU <br />W/MIN 2' COVER t 2' APART <br />2X8 P.T. BOTTOM PLATE <br />aLL <br />4— <br />-- <br />_ <br />__ ... _ ..-. <br />- <br />- <br />SHEATHING MUST NOT <br />- — <br />BREAK 1'-4' MIN. FROM 2ND <br />GARAGE DOOR <br />%1BUCK ATTACHMENT <br />SCALE: I/2'.I'_m• <br />FRAMED OVERHANG <br />4 N.TS. <br />TYP. <br />OPENING <br />EXTERIOR WINDOW/ DOOR <br />WD FRAMED (_W/FLOOR <br />FLR LINE, <br />TRUSS <br />cJ <br />WINDOW <br />(P 2-STORY <br />OPENING <br />WALL <br />FRAME A SECTION <br />�a1 ARCH WINDOW <br />scALE: I/1•.I'-m• <br />SCALE: IR'.I'-m' <br />yy_- -- - - <br />m <br />C <br />FASTENER S HEDULE <br />ROOF DIAPHRAGM <br />s Ri su nw w w s • • oc <br />(V OTE: TYP. EXT. SHEATHING ATTACHMENT <br />FOR SHEAR t UPLIFT (OSB. TO BE STRUCTURAL <br />1 <br />USE 1/WO—S.B. OR 1/1' CDX PLY WITH ffi RING °SWAT C <br />CAN NAILS AT 4' OC AT <br />D_ <br />I s <br />GRADE) CONNECTORS FROM STUD TO PLATE ARE <br />SUPPORTED PANEL EDGES D 'S RING SHAYC GGUNOPENNGS <br />AND <br />NAILS AT 6' O.C. AT <br />NOT REQUIRED EXCEPT I <br />PRE-ENG. TRUSS <br />T <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />DBL. 2X TOP PLATE <br />R'•OF SHEATHING TO GABLE END FFZ41 <br />IJ USE '8 G NAILS • 4' OL. <br />l/IG' OSB. <br />EXTERIOR SHEATHING <br />USE 1/16, OSB. OR 1/2' PLY WITH 08 RING SHA 4K CAN NAILS AT 6' OG. AT <br />PANEL SIDES AND -0 RING SHANK GW NAILS 4' Or. TOP t BOTTOM <br />PANEL AND 'S RNG SHANK CAN NAILS AT 6' Or. AT <br />a <br />�'B <br />BLOCKING • _-_ _ <br />Top <br />TOP <br />l/I6' OSB. <br />2X STUDS I6. OL. MAX. <br />a <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />NOTE: RING SHAW GW NAILS SHALL BE PERMITTED AS <br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER <br />AN <br />4 <br />Z <br />,`T, RiW. SH W GUN NAILS <br />#�' • 6. Or. IN FIELD <br />V <br />2X BTM, PLATE r <br />3/4' FLOOR DECKING m <br />NAIL REQUIREMENTS <br />a <br />y <br />24 <br />z <br />PRE- ENGINEERED s <br />FLOOR TRUSS <br />SIZE HEAD LENGTH DIA TENSILE S <br />ed ROWD)NODIFIE 3 3/S' .113 IlmUamm <br />OR T <br />NOTE; NAILS TO BE MFG. BY MEMBER OF INT. <br />STAPLE, NAIL t TOOL ASSOCIATION <br />TOP CORD BLOCKING AT 4' <br />O.C. MAX. IN FIRST 2 FRAMING <br />SPACES AT EACH END. <br />RAFTER OR TRUSS <br />o <br />10 <br />LL <br />Z <br />V <br />O <br />,p <br />P <br />TYP. EXT. SHEATHING ATTACHMENT FOR ROOF <br />SHEATHING (OSB. TO BE STRUCTURAL GRADE) <br />2X4 TOP <br />t BOTTOM COOT. <br />META-16 <br />BLK WALL V V <br />I. m.113 INCH NOMINAL SHANK DIAIETER ROOF SHEATHING rc <br />2. I T r <br />Oj CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK <br />W/ 114' GAP FROM BLK TO O.S.B. <br />2X4X4' SECURE TO TRU99 W/ 3-12d <br />OL. MAX TYP. <br />2X4 SECURE TO 2X4 BLK W/2-I2d <br />SECURE TO BLK W/ META-16 <br />3. Ib TO 20 RINGS PER INCH <br />S. 2 INCH NAIL LENGTH <br />ROOF 5PEATHING2 LAYOUT <br />AND ENDWALL SRACING's <br />- <br />_ .1 <br />- <br />- BUILDING LENGTH <br />�7 <br />z <br />O <br />In <br />TYP. <br />n <br />18 2' DECK SCREWS b'-8' <br />MAXUIN FIELD. JN HI�ADED <br />SHANK TO EXTEND BEYOND' <br />.� o THICKNESS OF SUB -FLOOR <br />° SHEATHING <br />P <br />O HORIZONTAL 2X SPF. STRUCTURAL BLOCKNG AT <br />PERIMETER OF OBB. TO PROVIDE CONT. NAIL PATTER) <br />O3 REMAINING AREA TO BE SHEATHED FROM DEL. TOP <br />PLATE HORIZONTAL . <br />® SHEATHING TOP OFF BLOCKING WOOD FRAMED WALL TO BE W <br />STAGGERED MIN. OF 16' FROM SHEET BELOW <br />INSTALL ALL SHEETS W/FACE GRAIN PARALLEL <br />TO STUDS <br />EXT. SHEATHING ATTACHMENT <br />2'-0" EXTENSION ®OPT SERVICE DR. <br />�� <br />/ o 1NOT USED <br />FOR CxABLE END FRAMINCz <br />FOR <br />WALL SHEATHING (OSB TO <br />RuWTURALGRADE) <br />BE <br />TYP. 3/4' TUG SUB -FLOOR DECKING GLUED TO <br />EXT. WALL SHEATHING <br />SCALE: 1/2-m' <br />9 SCALE: <br />ALL EXPOSED MEMBERS <br />ARCRITECTt1 <br />6 <br />Design <br />Grou .�.. <br />141 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA B: 0003325 J <br />F <br />W <br />N <br />V <br />W <br />2 <br />F <br />ti <br />V <br />W <br />O <br />F <br />O <br />0 <br />ox7Hniv ae r oT <br />SILVERADO <br />LOT 8 <br />BLK 1 <br />PROJECT <br />04128.00 -08001 <br />MODELc <br />4EBB <br />"1828- CALI" <br />CARACE SWINC: <br />RIGHT <br />PACE: <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />ARChETECT- <br />STATE OF FLORIDA <br />DA 10/21/16 <br />9CALa: 1 /4"=1'- 0" <br />SHEET <br />D 2 <br />