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F//--SECURE 2x6 MIN. TO BLK W/ (2))2' <br />/ ANCHOR BOLT W/ 2' WASHER SET <br />/ MI INMPP.txJ HV.H ATRF-H <br />EPDXY 4' EMBED. <br />0 0 <br />SECURE 2x4 ON <br />FLAT TO BLK <br />IL/ CUT NAILS, <br />SIDES: <br />2X6 GARAGE DOOR BUCK W/ (3) <br />VX8' J-BOLTS 4' EMBEDMENT MIN, <br />W/ 2'X2'xU• 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 WRV USXN' J-BOLTS <br />4' EMBEDMENT W/ 2'X2'XV WASHER <br />AND NUT <br />W NOTES. - <br />0 <br />I <br />I <br />ALL ANCHORS SHALL BE IN ACCORDANCE TO <br />MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE <br />SUCH INSTRUCTIONS ARE MORE STRINGENT <br />u AKAUL' VVVA <br />i� 1 BUCK ATTACHMENT <br />SCALE, 1/2'•I'-®• <br />2X4X4' SECURE TO TRU98 W/ 3-12d <br />6'-8. O.C. MAX TYP. <br />2X4 SECURE TO 2X4 BLK W/2-12d <br />SECURE TO BLK W/ META -lb <br />7 2'-0" NSION 0 T E VICE DR. <br />SCALE, 1/2'.I'-O' <br />2X4 SECURED TO <br />GABLE END <br />W/(2A2d•EA. UPRIGHT <br />2X4 SECURED TO <br />L-1,4 BLACKER E <br />EA RAFTER <br />L-30 EA. <br />RAFTER <br />—N2D EA. <br />RAFTER <br />RAFTER <br />O.C. <br />,, FRAMED OVERHANG <br />o NOT USED <br />PRE-ENG TRUSSES W/ TRUSS <br />CONNECTOR VERIFY W/ <br />FRAMING FLAN <br />DOUBLE TOP PLATE <br />CRIPPLE STUDS • 16' O.O. <br />MAX <br />HEADER SIZE PER 5"--CN LSTA-12 • EA JACK <br />SPAN CHART, STUD, BOTH SIDES OF <br />OPENING. <br />2. STUDS • V D.C. MAX W/ <br />1\ SHEATHING SHEATHING TO BE <br />`DOOR/ WITHIN j' OF WINDOW/ DOOR <br />WINDOW OPENING AND SECURE PER <br />CPENING� FASTENER SCHEDULE <br />`` KING STUDS (SEE HEADER <br />SPAN CHART FOR DETAILS <br />AND SPECIFICATION) <br />JACKS(SEE HEADER SPAN <br />�i AILS AND <br />SPECIFICATION) <br />JACK STUD ASSEMBLY TO BE <br />I SECURED ONE PLY • A TIME, <br />USE 12d NAILS, TWO WITHIN 6' <br />FROM EACH END 4 NO MORE <br />THAN 12' O.C. STAGGERED <br />SP4 OR H5 • TOP AND <br />O BOTTOM PLATES • EA. FULL <br />LENGTH STUD, BOTH SIDES <br />OF OPENING. <br />SHEATHING TO LAP TO TOP <br />OF MASONRY WALL, <br />_ SHEATHING MUST NOT <br />BREAK I'-4' MIN, FROM 2ND <br />TYP. EXTERIOR WINDOW/ DOOR FLIT LINE. <br />cJ OP,N NG WD FRAMED (W/FLOOR TRUSS) <br />SCALE, it'.1'-0' <br />FASTENER SCHEE)ULE <br />ROOF DIAPHRAGM <br />USE 1/16' O$UN. OR Vt' CDX PLY WITH •S RING NHAWC GUN NAILS AT 4' O.C. AT <br />SUPPORTED PANEL EDGES AND '8 RING SHAWL GW NAILS AT 6' OZ. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />ROOF 8-EATHW4 TO GABLE END FRAME <br />USE '8 GUN NAILS • 4. OL, <br />EXTERIOR SHEATHING <br />USE 1/16- OSB. OR Vl' PLY WITH'S RING SHAWL GUN NAIL$ AT 6' O.C. AT <br />PANEL SIDES AND 'S RING BNANK CAN NAILS 4' O.C. 70P ' BOTTOM <br />PANEL AND '8 RING SHANK GUN NAILS AT 6' O.C. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />NOTE: RING SWANK GUN NAILS SHALL BE PERMITTED AS AN <br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER <br />NAIL REQUIREMENTS <br />817E HEAD LENGTH DIA. TENSILE S TOP CORD BLOCKING AT 4' <br />Scl RR T rLODIFIE 2 3/B' .IB 110.00D O.C. MAX. IN FIRST 2 FRAMING <br />OR T <br />NOTE. NAILS TO BE MFG. BY MEMBER OF INT. <br />STAPLE. NAIL N TOOL ASSOCIATION <br />I. m.i13 INCH NOMINAL SHANK DIAMETER <br />2. RING DIAMETER OF 0AI2 OVER SHANK DIAMETER <br />3. I6 i0 2D RINGS F'FR INCH <br />4. 0:280 INCH FULL Rou ND HEAD DIAMETER <br />S. 2 INCH NAIL LENGTH <br />ROOF 6j4EAT✓-IING LAYOUT <br />AND ENDWALL BRACING <br />FOR GABLE END FRAMING <br />SPACES AT EACH END. <br />RAFTER EA TRUSS <br />IW,, � <br />ROOF SHEATHING <br />■����I 11 <br />�����IIII 11 <br />BUILDING LENGTH <br />rT�STICK BUILT WALL DETAIL <br />SP8 • EA, STUD TOP N <br />BOTTOM <br />F'I�-ENG TRU89E8 WrtRU88 <br />HEADER CONNECTOR UP TO '1.000 <br />UPLIFT <br />DOUBLE TOP PLATE <br />SIMPSON META-24 • EA JACK <br />2xe STUDS • 16' O.C. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />WITHIN j' 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 PLT • A TIME. <br />USE 12d NAILS, TWO WITHIN 6' <br />FROM EACH END N NO MORE <br />THAN 12- O.C. STAGGERED <br />WINDOW SILL W/CRIPPLES <br />16, O.C. <br />j' DIA ANCHOR BOLT <br />AT 16' O.C. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA WASHER <br />91MPSON MSTAM-24 • EA. <br />JACK, SECURED LLU <br />SPECIFIED ANCHORS <br />2XS P.T. BOTTOM PLATE <br />r WINDOW OPENING <br />® 2-STORY WALL <br />TYP. EXT. SHEATHING ATTACHMENT <br />FOR WALL SHEATHING (OSB TO BE <br />STRUCTURAL GRADE) <br />NOTE: TYP. ExT. SHEATHING ATTACHMENT <br />FOR SWEAR N UPLIFT (O.SB. TO BE STRUCTURAL <br />GRADE) CONNECTORS FROM STUD TO PLATE ARE <br />NOT REQUIRED EXCEPT • OPENINGS <br />m <br />3i3m <br />S� <br />TRUSS <br />1/16' C <br />2X4 — <br />BTM. <br />PLATE <br />2X4 DBL. TOP PLATE <br />2X4 STUD 16' O.C. <br />1/Lill OBB. <br />1/2' AS, W/ MIN. <br />I' EMBEDMENT <br />LOCATE 6'-8' FROM ENDS <br />AND 32O.C. MAX. <br />TEXTURED FINISH <br />META-16 <br />MAX. S' CMU WALL <br />KNEE WALL DETAIL <br />2 <br />SCALE: V1'. iTO BOCK <br />SECURE 2x TO BLOCK <br />W/ (2) J' TAPCONS OR <br />DRIVE PIN <br />(MIN SHANK SIZE .145) <br />(MIN EMBED, I I-) <br />WITHIN S' OF EACH p, <br />END AND IS' D.C. MAX �nLL <br />SPACING <br />1}' 0.5.5. $HEATWRG OR--' <br />j' CDX PLYUJ000 <br />2.4 BLOCKS <br />CM WALL <br />%a1 ARCH WINDOW FRAME A SECTION <br />SCALE: I/2'.1'-0' <br />C'S RING SHANK <br />• 6' O.C. IN FIELDGUN NAILS <br />ATTACHMENT FOR ROOF <br />SHEATHING (O.SB. TO BE STRUCTURAL GRADE) <br />'B 2' DECK SCREWS • 6'-8' <br />D.C. MAX • EDGES N 12' O.C. <br />MAX IN FIELD. UNTHREADED <br />'SHANK TO EXTEND BEYOND' <br />THICIQJE88 OF SNUB -FLOOR <br />SHEATHING <br />TYP. 3/4' TKe 8UB-FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />PRE -ENS. TRUSS <br />DBL. 2X TOP PLATE <br />1/Ys' O.SB. <br />2X BLOCKING - <br />TOP OF <br />1/I6' OBB, <br />2X STUDS 16' O.C. MAX. <br />2X BTM. PLATE <br />3/4' FLOOR DECKING <br />PRE- ENGINEERED <br />FLOOR TRUSS <br />2X4 • TOP 4 <br />BOTTOM CONT. <br />W/ (5) 12d NAILS <br />BLK WALL 1 J <br />Q CONTINUOUS SHEATHING TO BEGIN AT TOP OF ELK - <br />UP 1/4' GAP FROM BLK TO ObB. <br />O HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING AT <br />PERIMETER OF OSB. TO PROVIDE CANT. NAIL PATTERN <br />0 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 WV FRO') SHEET BELOW <br />O5 INSTALL ALL SHEETS UFACE GRAIN PARALLEL <br />TO STUDS <br />EXT. WALL SHEATHING <br />9 SCALE, <br />A R C N I T F C T 6 <br />6 <br />Design <br />Grou .n! <br />41 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX:407-774.4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />F <br />W <br />h <br />V <br />W <br />Z <br />Fo <br />r <br />C <br />U <br />y <br />W <br />O <br />F <br />O <br />0 <br />tl <br />8"mo"v' 8a LOT. <br />SILVERADO <br />LOT #4 <br />BLK #7 <br />Pltoa =TEE <br />04128.000-00471 <br />ALODZ ILA <br />4EHB <br />"2605-HAYDEN" <br />GAIeAGIC WINIMO: <br />RIGHT <br />PAGE <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />ARCHLY ECT. <br />STATE OF FLCRIDA <br />CT t 017 <br />I� <br />ROLAj�D A CRA <br />AR NO 93723 <br />DrRINT <br />A10/20/17 <br />SCALE 1/4"=1'-O" <br />sl;affir <br />D2 <br />