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IL r Y I r e e T• <br />SECURE 2.6 MIN TO BLK W/ (2),Y <br />r nSC�uT c2". WER SET <br />F <br />EPDXY 4' EMBED. <br />81 g <br />6EGURE 2x4 ON <br />FLAT TO BLK <br />W/ OUT NAILS. <br />R SIDES, <br />2X6 GARAGE DOOR BUCK W/ (3) <br />VXBJ-BOLTS 4' EMBEDMENT MIN. <br />W/ 2'X2'XK WASHER AND NUT <br />SPACED EVENLY FROM FLOOR TO <br />GARAGE DOOR NDR IN JOINTS <br />PRIOR TO FILLING. <br />I-2X6 PT BLOCK • CENTER OF <br />DOOR HEADER W/(1)1{'X5' J-BOLTS <br />4' EMBEDMENT IN 2'X2'XVo' WASHER <br />AND NUT <br />It NOTES: <br />I. <br />ALL ANCHORS SHALL BE IN ACCORDANCE TO <br />MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE <br />SUCH INSTRUCTIONS ARE MORE STRINGENT <br />UANAUL'; uuux <br />rQ1BUCK ATTACHMENT <br />SGALEI/1'.I'-0' <br />-H q - 111 11 <br />2X4X4' 5EOURE TO TRJ55 W/ 3-12d <br />W-W OC. MAX TYP. <br />2X4 SECURE TO 2X4 BLK W/2-12d <br />SECURE TO BLK W/ META-16 <br />% 2'-0" EXTENSION ® OPT SERVICE DR. <br />SCALE, I/2-.1'-0' <br />2X4 SECURED TO <br />GABLE END <br />W/(7Md•EA UPRIGHT <br />2X4 5ECIRED TO <br />GABLE ENG IW(2A2d <br />6'-S' OC. <br />II I / VrI Iy BLOCKING <br />:x4 BLOCKING <br />ING <br />L-30 EA! EA. RAFTER <br />RAFTER <br />N25 EA. <br />RAFTER <br />:x4 RAFTER <br />24' OC. <br />2.4 <br />FRAiING <br />(TYP) <br />�� FRAMED OVERHANG <br />NOT USED <br />%j-� STICK BUILT WALL DETAIL <br />1 NTs. <br />PRE-ENG TRUSSES Wr TRUSS <br />CONNECTOR VERIFY W/ <br />FRAMING PLAN <br />DOUBLE TOP PLATE <br />CPoF'PLE STUDS • 16' O.G. <br />MAX <br />HEADER SIZE PER SIMPS N LSTA-12 • EA JACK <br />SPAN CHART. STUD, BOTH SIDES OF <br />OPENING, <br />2. 5TUO5 • I6' OC. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />DOOR/ WITHIN I' OF WINDOW DOOR <br />WINDOW OPENING AND SECURE PER <br />OPENING FASTENER SCHEDULE <br />`` KING 6TUD5 (SEE HEADER <br />SPAN CHART FOR DETAILS <br />AND SPECIFICATION) <br />JACKS (SEE HEADER SPAN <br />�1 IT-- CHART FOR DETAILS AND <br />ir SPECIFICATION) <br />JACK STUD ASSEMBLY TO BE <br />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 45 • 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 />SHEATHING MUST NOT <br />BREAK I'-4' MIN. FROM 2ND <br />/� TYP. EXTERIOR WINDOW DOOR FLR LINE. <br />�1OPENING WD FRAMED (W/FLOOR TRUSS) <br />SCALE: 1/2'.I'-O' <br />FASTENER SCHEDULE <br />ROOF DIAP-IRK.M <br />USE T/16' OSB. OR 1/7' CDX PLY WITH'e RING SHAW GUN NAILS AT 4' OC. AT <br />SUPPORTED PANEL EDGES AND 'S RING 5HAK GW NAILS AT W O.G. AT <br />INTERMEDIATE 5UPPOW5. SEE DETAIL. <br />ROOF SHEATHING TO GABLE END FRAME <br />USE'S GUN NAILS • 4' O.C. <br />EXTERIOR SHEATHING <br />USE TAG' 05B. OR V ' PLY WITH 'S PoNG 9WI GUN NAIL5 AT 6' OC. AT <br />PANEL SIDES AND 'S RING SHANK GUN NAILS 4' OC. TOP 9 BOTTOM <br />PANEL AND 'd RING S O K GIN NAILS AT 6' O.G. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN <br />ACCEPTABLE FASTENER FROM ANT MANUFACTURER <br />NAIL REQUIREMENTS <br />SIZE HEAD LENGTH DIA TENSILE S <br />ed RON All )FIE 2 3/S' .IB IT0 TOP CORD BLOOKING AT 4' <br />OR T O.C. MAX. IN FIRST 2 FRAMING <br />NOTE: NAILS TO BE PFG- BY MEMBER OF INT. <br />STAPLE, NAIL ! TOOL <br />I. 13 ASSOCARINCAHANK DIAMETER <br />3. 16 TO 20 RINGS PER INCH <br />4 1 IN N HEAD 5- 2 INOH NAIL LENGTH <br />SPADES AT EACH END. <br />RAFTER TT2U55,�� <br />ROOF SHEATHING <br />�3 <br />ROOF SPEATNING LAYOUT <br />AND ENDWALL BRAGINCz BUILDING LENGTH <br />FOR G,45LE END FRAMING <br />5P6 • EA STUD TOP <br />BOTTOM <br />PRE -END TRUSSES WRR155 <br />CONNECTOR UP TO 1000 <br />UPLIFT <br />DOUBLE TOP PLATE <br />SIMPSMSTA-24 • EA JACK <br />2x5 STUDS • 16' OC. MAX WU <br />SHEATHING. SHEATHING TO BE <br />IUTWIN }' OF WINDOW/ DOOR <br />OPENING AND SECURE PER <br />FASTENER SCHEDULE <br />(2) STUDS, M JACKS • EA <br />51DE OF OPENING <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY • A TIME. <br />USE 12d NAILS. TW0 WITHIN W <br />FROM EACH END 4 NO MORE <br />THAN T2' OC. STAGGERED <br />WINDOW SILL W/CRIPPLES <br />16' OC. <br />DIA ANOHOR BOLT <br />AT 16' OC. MAX WITH T' <br />EMBEDMENT AND 2' <br />DIAL WASHER <br />SIMPSON MSTAM-24 • EA. <br />JAM SECURED W/ <br />SPECIFIED ANCHORS <br />2XS P.T. BOTTOM PLATE <br />4WINDOW OPENING <br />® 2—STORY WALL <br />TRU55 <br />T/16' 05.5. <br />2X4 <br />BTM. <br />PLATE <br />2X4 DBL. TOP PLATE <br />2X4 STUD 16' O.G. <br />IAA 05.5. <br />1/1' AB. W/ MIN <br />T' EMBEDMENT <br />LOCATE 6'-B' FROM ENDS <br />AND 32' O.C. MAX <br />TEXTURED FINISH <br />MT6 12 <br />META-I6 <br />32' O.C. MAX./- <br />—MEW CMU WALL <br />KNEE WALL DETAIL <br />2 TO BLOCK <br />SCALE: U2'.I'-0' <br />SECURE 2. TO BLOCK <br />W/ TAPCON5 OR <br />DPoVE PIN <br />(MIN SHANK SIZE 1457 <br />pIF seT (MIN EMBED. 1 I-) <br />WITHIN S' OF EAOH <br />END AND S' OC. MAX ' <br />SPACING. <br />j OSB. SHEATHING OR <br />I' CDX PLYWOOD <br />WALL <br />�pq1ARCH WINDOW FRAME A SECTION <br />SCALE: <br />NOTE-TYP. EXT. SHEATHING ATTACHMENT <br />lara aw.vac rni rune . a• o� FOR SHEAR 4 UPLIFT (OS.B. TO BE STRUCTURAL <br />T_ or r orI eDr�n GRADE) REQUIRED <br />EXCEPT <br />FROM STUDS PLATE ARE <br />NOT REQUIRED ET OEF? OPENINGS <br />m 1gx <br />V 3 u C'B RMG SHANK GWN NAILS <br />Z 133j d • 6' OG. IN FIELD <br />Q D � <br />m LL <br />TYP. EXT. SHEATHING ATTACHMENT FOR ROOF <br />SHEATHING (0.56. TO BE STRUCTURAL GRADE) <br />"J <br />Iy 'B 2' DEOK SCREWS • 6'-W <br />ii OC. MAX • EDGES '2. OC. <br />MAX IN FIELD. UNTHREADED <br />'SHANK TO EMEND BEYOND' <br />O THICKN:55 OF SUB-FLOOR <br />y 5HEATHIW, <br />TYP. EXT. SHEATHING ATTACHMENT p• <br />FOR WALL SHEATHING (0615 TO BE <br />STRUCTURAL GRADE) ' <br />TYP. 3/4' TAG SUB -FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />PRE -ENS. TTdUSS <br />DBL 2X TOP PLATE <br />T/16' OSS. <br />CKI 2X BLOW, <br />2X STUDS K' OC. MAX. <br />2X BM PLATE <br />3/4' FLOOR DECKING <br />PRE- ENGINEERED <br />FLOOR TRUSS <br />2X4 • TOP I <br />BOTTOM COW. <br />W/ (5) 12d NAILS <br />BLK WALL J Y <br />Oj CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK <br />W/ 1/4' GAP FROM BLK TO OSB, <br />O HORIZONTAL 2X 5PF. STRUCTURAL BLOCKING AT <br />PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN <br />Q3 REMAINING AREA TO BE 6HEATHED FROM DBL. TOP <br />PLATE TO HORIZONTAL BLOCKING. <br />® SlEATHMG • TOP OF WOOD FRAMED WALL TO BE <br />STAG, ERED MIN OF 16'FROM SHEET BELOW <br />05 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL <br />TO STUDS <br />9 EXT. WALL SHEATHING <br />SCALE: 1/2'.I'-0' <br />Design <br />Grou . <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />w .abd"Igngroup.wm <br />AA #: 0003325 <br />F <br />h <br />a <br />V <br />W <br />O <br />F <br />a <br />h <br />4 <br />eF <br />G <br />[: <br />C <br />evsDrv. as W74 <br />SILVERADO <br />LOT #20 <br />BLK #6 <br />PROJECT# <br />04128.000-02061 <br />MODEL <br />4EHB <br />"2605- HAYDEN" <br />GARAGE BVWG: <br />LEFT <br />PAGE: <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />ARCHITECT <br />STATE OF FLORIDA <br />1 _r r� <br />�- 7 <br />BOLA A- 93723 CRA <br />DA= 11/7/17 <br />BCAX=- 1/4"=1'-0" <br />BIUMT <br />D 2 <br />