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PRE-ENGINEERED <br />TRUSS <br />4'-0' MIN. <br />MTS-12 <br />BOTTOM PLATE: <br />1/16' 08$. <br />(2) 12d NAILS AT <br />2X4 <br />EA. SCUD. <br />PLATE <br />2X4 DBL. TOP PLATE <br />2X4 STUD 16' OC. <br />IR' A$. W/ MIN. <br />I. EMBEDMENT <br />LOCATE 6'-8' FROM ENDS <br />AND 32' OC. MAX. <br />TEXTURED FINISH <br />T !� <br />META-16 <br />3i' OL. HAX. B' CMWALL <br />(2) 12d NAILS WITHIN 4' OF EA. IIIIvI <br />END 4 (2) 12d NAILS • 12- OCPLA <br />PRENG <br />tRU80 E- INEERED <br />MAX IN FIELD. <br />KT1 STICK BUILT WALL DETAIL <br />1 N.TUi. <br />KNEE WALL DETAIL <br />TO BLOC C <br />2 eCALE: V2'•I'-0' <br />SECURE 2x6 MIN. TO 15LK W'(2)US <br />ANCHOR BOLT W/ 2' WASHER SET <br />IN SIMPSON HIGH STRENGTH <br />EPDXY 4' EMBED. <br />- --- -- -- - -- <br />2X4 SECURED TO <br />GABLE END <br />W/(2M2d•EA. UPRIGHT <br />PRE-ENG TRUSSES W/ TRUSS <br />CONNECTOR VERIFY W/ <br />FRAMING+ PLAN <br />DOUBLE TOP PLATE <br />CRIPPLE STUDS • I6' D.C. <br />MAX <br />SIPS • EA. STUD TOP 4 <br />BOTTOM <br />TRUSSES .1,0 68 <br />CONNECTOR <br />CONNECTOR UP TO '1,000 <br />UPLIFT <br />DOUBLE TOP PLATE <br />'�' <br />SECURE 2. TO BLOCK <br />W/ (2) &' TAPCONS OR <br />DRIVE PIN <br />(MIN 912E !45) <br />*FADER <br />HEADER SIZE PER <br />2x4 SECURED TO <br />91MPSON L87A-@ • EA JACK <br />81MF'SON MBTA-24 • EA JACK <br />FlQCbeT <br />(RUIN EMBED. I #') <br />EMBED <br />C L <br />SECURE 2x4 ON <br />FLAT TO BLK <br />G <br />- <br />GABLE ENJG W/(2M2d <br />6'-8' OC <br />SPAN CHART. <br />STUD, BOTH SIDES OF <br />OPENING. <br />2x STUDS • 16' OL. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />WITHIN 7/' OF WINDOW/ DOOR <br />CPeHnaG ae• <br />2x$ STUDS a 16. OC. MAX W/ <br />SHEATHING. SWEAT14NG TO BE <br />WITHIN � OF WINDOW/DOOR <br />OPENING AND SECURE PER <br />FASTENER SCHEDULE <br />WITHIN 8' OF EACH off <br />END AND 18' OL. MAX <br />SPACING. <br />�' O.SB. SHEATHING OR 'L <br />t DOOR/ <br />— <br />W/ CUT NAILS. <br />WINDC'W <br />OPENING <br />OPENING AND SECURE PER <br />FASTENER SCHEDULE <br />(2) STUDS, !2) JACKS • EA. <br />BIDE OF OPENING <br />}' CDX PLYWOOD <br />-- <br />Om <br />SIDES: <br />2X6 GARAGE DOOR BUCK W/ (3) <br />14'X8' J-BOLTS 4' EMBEDMENT MIN. <br />W/ 2'Xl'X1G WASHER AND NUT <br />SPACED EVENLT FROM FLOOR TO <br />GARAGE DOOR HDR IN JOINTS <br />PRIOR TO FILLING. <br />1.2X6 PT BLOCK a CENTER OF <br />DOOR HEADERW/(V Y4'X8' J-BOLTS <br />4' EMBEDMENT W/ 2'%2'X7(4' WASHER <br />AND NUT <br />�• <br />L -30 • <br />GABLE BLOCKING <br />TRUSS <br />2x4 BLOCKING <br />• EA RAFTER <br />L-30 EA <br />RAFTER <br />---H2 •.i EA. <br />RAFTER <br />x4 RAFTER <br />• 24' OL. <br />2x4 <br />FRyMINy <br />(TYP) <br />- — <br />! <br />�f L <br />KING STUDS (SEE HEADER <br />SPAN CHART FOR DETAILS <br />AND SPECIFICATION) <br />JACK$ (SEE HEADER SPAN <br />CHART FOR DETAILS AND <br />SPECIFICATION) <br />JACK STUD A88EMBLT TO BE <br />SECURED ONE PLY • A TIME.lz <br />USE Rd NAILS, TWO WITHIN 6' <br />FROM 2' OH END 1 NO MORE <br />THAN 12' O.G STAGGERED <br />BO O H5 a 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 />JACK STUD ASSEMBLY TO BE <br />SECURED ONE FLT • A TIME. <br />USE 12d NAILS, TWO WITHIN6• <br />FROM EACH END 4 NO MORE <br />THAN 12' OL. STAGGERED <br />WINDOW SILL W/CRIPPLES <br />IS, OL. <br />AT 16' D.C. M�ARX BOLT <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />SIMPSON MSTAM-24 a EA <br />JACK, SECURED W/ <br />SPECIFIED ANCHORS <br />2X6 P.T. BOTTOM PLATE <br />2x4 BLOCKS <br />—�- CMU WALL <br />�Cn T NW. <br />° <br />n <br />— <br />_ <br />NOTE& <br />ALL ANCHOR$ SHALL BE IN ACCORDANCE TO -- - - <br />— <br />--- <br />MANUFACTUI�R'S INSTALL ATION INSTRU, ONB WWERE <br />SHEATHING MUST NOT <br />-- — <br />TYP. <br />6� <br />'J <br />-- _T_ <br />EXTERIOR WINDOW <br />PENING WD FRAMED <br />— <br />DOOR <br />LW/FLOOR <br />-r <br />WINDOW <br />® 2-STORY <br />OPENING <br />SUCH INSTRUCTIONS ARE MORE STRINGENT <br />GARAGE DOOR <br />�1BUCK ATTACHMENT <br />SCALE: 1/2•.I'-0' <br />4 FRAMED OVERHANG <br />N.TB. <br />BREAK 1'-4' MIN. FROM 2ND <br />FLR LINE. <br />TRUSS <br />WALL <br />���ARCH WINDOW FRAME A SECTION <br />scALE: la••r-®. <br />SCALE, I/2'.I'-0• <br />--- <br />FASTENER SCHEDULE <br />NOTE: TYP. EXT. SHEATHING ATTACHMENT <br />'� <br />ROOF DIAPHRAGM <br />rw e.a Gw Nk. • a• oc. FOR SHEAR 4 UPLIFT (OSB. TO BE STRUCTURAL <br />USE 1/16' OUi$. OR 1/2' CDX PLY WITH''S RING IJC SHA <br />GUN NAILS AT 4' OC AT <br />w. F'+�TTCM ECGEB GRADE) CONNECTORS FROM STUD TO PLATE ARE <br />SUPPORTED PANEL EDGES AND'S RING SHANK GUN <br />NAILS AT 6' OC. AT <br />NOT RECUIRED EXCEPT • OPENINGS <br />PRE-ENG. TRUSS <br />T <br />I' <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />DBL. 2X TOP PLATE <br />_ <br />ROOF SHEATHING TO GABLE END FRAME <br />USE 'B GUN NAILS • 4' O.C. <br />T/16' OU38. <br />?N <br />2X BLOCKING • <br />a / I I <br />M1 ° <br />- <br />EXTERIOR SHEATHING <br />USE 1/16' OS$. OR 41' PLY WITH '8 RING BFIMK GUN NAILS AT b' OL. At <br />PA1,IEL SIDES AND'8 RING SHANK GUN NAILS 4' O.G. TOP 4 BOTTOM <br />PANEL AND % RING SWANK GUN NAILS AT 6' OC. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />NOTE: RING SHAW GUN NAILS SHALL BE PERMR7ED AS AN <br />. <br />a �,�µ: <br />J w <br />Z . e 6'' O� IN FIELD NAILS <br />J <br />TOP OF <br />T/U'v' OBB. <br />2X BTIIDB ISO.C. MAX. � <br />2X BTM. PLATE W <br />3/4' FLOOR DECKING <br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER <br />° <br />JJJ <br />� <br />NAIL REQUIREMENTS <br />61ZE HEAD LENGTH DIA ILE 8 <br />ed ROUNDMODIFIE 2 3/8' .IB 1Y0UL00 <br />OR T <br />NOTE: NAILS TO BE MFG. BY MEMBER OF INt. <br />STAPLE, NAIL 4 TOOL ASSOCIATION <br />1. O.IB INCH NOMINAL SHANK DIAMETER <br />2. RING <br />m <br />TOP CORD BLOCKING AT 4' <br />O.C. MAX IN FIRST 2 FRAMING <br />SPACES At EACH END. <br />V <br />RAFTER OR TRUSS <br />ROOF S EATHIWG rc <br />j u <br />LL ir— <br />TYP. EXT. SHEATHING ATTACHMENT FOR ROOF <br />K 4 SHEATHING (O1!$. TO BE STRUCTURAL GRACE) <br />O <br />i ,p <br />`,/ • <br />' <br />PRE _ IERED <br />FLOORTRUSS <br />2X4 a TOP 4 <br />BOTTOM CONT. <br />W/ (5) 12d NAILS <br />HETA-16 <br />BLK WALL <br />O1 CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK <br />W/ 1/4' GAP FROM BLK TO OS$. <br />2X4X4' SECURE TO TRUSS W/ 9-12d <br />6•-8. O.C. MAX TYP, <br />2X4 SECURE TO 2X4 BLK W/1-12d <br />SECURE TO BLK W/ META-16 <br />3. I6 TO 20 RINGS PER INCH <br />4. 02SO INCH FULL ROUND HEAD DIAMETER <br />5. 2 NCH NAIL LENGTH <br />ROOF SHEATHING LAYOUT <br />AND ENDWALL BRACING <br />p <br />n <br />- -3 <br />m <br />—y <br />l BUILDING LENGTH 1 TYP. <br />'B 2' DECK SCREWS • 6'-8' <br />MAXNIN FIELD.. INE HREADED <br />'SANK TO EXTEND BEYOND' <br />o TWICICNESS OF SUB -FLOOR <br />8HEATNPKx <br />�' <br />EXT. SHEATHING ATTACHMENT P <br />O HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING AT <br />PERIMETER OF Ob$. TO PROVIDE CONT. NAIL PATTERN <br />O3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP <br />PLATE TO HORIZONTAL BLOCKING. <br />OO SHEATHING • TOP OF WOOD FRAMED WALL TO BE <br />STAGGERED MIN OF 16' FROM SHEET BELOW <br />® INSTALL ALL SHEETS IWFACE GRAIN PARALLEL <br />TO STUDS <br />2'-O" EXT NSION OPT SERVICE DR. <br />NOT USED <br />8 <br />FOR GABLE END FRAMING <br />FOR <br />STRUCTURAL <br />WALL SHEATHING (06B TO BE <br />GRADE) <br />TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />EXT. WALL SHEATHING <br />BGBLE: I/2'.I'-0' <br />9 SCALE: .'•1'-0- <br />A R C N I T E C T I <br />Design <br />Grou iaa. <br />Ai N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA k: 0003325 J <br />F <br />y <br />V <br />W <br />0 <br />4 <br />O <br />F <br />O <br />ouimrv. ae L4oT: <br />SILVERADO <br />LOT #21 <br />BLK #6 <br />PROJECT# <br />04128.000.02161 <br />MID <br />4EBB <br />"1828— CALI" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />ARCHRECT' <br />STATE OF FLORIDA <br />DATii 11/7/17 <br />OCAL,: 1 /4" =1'- 0" <br />a2�ET <br />D 2 <br />