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PRE-ENGINEERED <br />TRUSS <br />4•-O' MIN. <br />MTS-12 <br />BOTTOM PLATE, <br />T/Ib' o88. <br />(2) 12d NAILS AT <br />2X4 <br />EA. STUD <br />I <br />BTM. <br />PLATE <br />2X4 DBL. TOP PLATE <br />2X4 STUD W OC. <br />1/Ib' OSB. <br />1/2' A.B. W/ MIN. <br />I -EMBEDMENT <br />LOCATE 2"S' FROM ENDS <br />AND 32- O.C. MAX. <br />TEXTURED FINISH <br />jMTS <br />META-I 6 <br />3 Off. MAX. <br />8' CMU WALL <br />(2) Qd NAILS WITHIN 4' OF EA. <br />END t (2) Rd NAILS • 12' OC. <br />PRE •ENGP ME <br />TRUSS <br />MAX IN FIELD. <br />%-l�TICK BUILT WALL DETAIL <br />KNEE WALL DETAIL <br />`� TO BLOCK <br />SCALE: V2'. is-O• <br />SECURE 2.6 MIN. TO SLK W/ (2)h- <br />ANCHOR BOLT W/ 2• WASHER SET <br />M SIMF'BON HIGH STRENGTH <br />EPDXY 4' EMBED. <br />— - — --�— <br />2X4 SECURED TO <br />LADLE END <br />W/(2)I2deEA. UPRIGHT <br />PRE-ENG TRUSSES 11V TRUSS <br />CONI.BCTOR VERIFY W/ <br />FRAMING PLAN <br />DOUBLE TOP PLATE <br />CRIPPLE STUDS a 16' OC. <br />MAX <br />8F'8 • EA. STUD TOP <br />BOTTOM <br />PRE-ENG TRUSSES WRRUSS <br />CONNECTOR UP TO •IOW <br />UPLIFT <br />DOUR <br />DOUBLE 70P PLATE <br />A <br />SECURE 2. TO BLOCK <br />W/ (2) �' TAPCONS OR <br />(MIN SWANK SIZE .145) <br />HEADER <br />• <br />O p• <br />SECURE 2x4 ON <br />FLAT TO DLK <br />O• <br />FADER SIZE PER <br />SPAN CHART. 41. <br />DOOR/ <br />rIBC4eT <br />2X4 SECURED TO <br />GABLE ENG W/(2A2d <br />b'-8' OC. <br />!! <br />SIMPSON LSTA-12 a EA JACK <br />STUD, BOTH SIDES OF <br />OPENING. <br />2x STUDS a Ib• OC. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />WITHIN 7)' of WINDOW/ DOOR <br />orsu� 4e• <br />SIMPSON MSTA-24 a EA JACK <br />2x8 STUDS • 16' D.C. MAX W/ <br />SHEATHING. SHEATHING TO ME <br />WITHIN )a' OF WINDOW/ DOOR <br />OPENING AND SECURE PER <br />FASTENER SCHEDULE <br />(MIN EMBED. I ?,'1 g <br />WITHIN S' OF EACH d <br />u <br />� N. IS' DC, MAX <br />04,B. SHEATHING OR '"- <br />_ <br />W/ CUT NAILS. <br />WINDOW <br />OPENING <br />`` <br />OPENING AND SECURE PER <br />FASTENER SCHEDULE <br />(21 STUDS, (2) JACKS • EA. <br />SIDE STUDS, <br />OPENING <br />�' GDX PLYWOOD <br />M SIDES: <br />24X6 GARAGE DOOR BUCK UA/ (3) <br />r6'X8' J-BOLTS 4' EMBEDMENT MIN. <br />W/ 2'X2'A WASHER AND NUT <br />SPACED EVENLY FROM FLOOR TO <br />GARAGE DOOR HDR IN JOINTS <br />PRIOR TO FILLING. <br />I-2X6 PT BLOCK a CENTER OF <br />DOOR FADER W/(I)VX8' J-BOLTS <br />4' EMBEDMENT W/ 2'X2'XYe' WASHER <br />AND MIT <br />IF <br />pe <br />L-W • <br />GABLE BLOCKING <br />TRUSS <br />2x4 BLOCKING <br />EA RAFTER <br />L-30 EA. <br />RAFTER <br />N29 EA. <br />RAFTER <br />x4 RAFTER <br />• 24' OC. <br />FRAMING <br />(TYP) <br />—7I <br />I� <br />HEADER <br />KING CHAR FOR <br />SPAN CHART FOR DETAILS <br />AND SPECIFICATION) <br />JACKS (SEE HEADER SPAN <br />CHART FOR DETAILS AND <br />SPECIFICATIONI <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY e A TIME. <br />USE 12d NAILS, TWO WITHIN 6' <br />FROM EACH END 1 NO MORE <br />THAN 12' OC. STAGGERED <br />SP4 OR F15 •TOP ANDJACK, <br />BOTTOM PLATES a EA. FULL <br />LENGTH STUD, BOTH SIDES <br />SHEAATTHINNG i0 LAP TO TOP <br />OF MASONRY WALL. <br />SHEATHING MUST NOT <br />BE <br />JACK STUD ASSEMBLY TIME. <br />SECURED ONE PLY • A TIME. <br />USE Rd NAILS, TWO WITHIN 6' <br />FROM EACH END < NO MORE <br />THAN 12. O.C.STAGGERED <br />WINDOW BILL W/CRIPPLE9 <br />W' O'C. <br />ATDI6' O ANCHOR BOLT I' <br />EMBEDMENT AND 2' <br />DIA WASHER <br />—SIMPSON MBTAM-24 • EA <br />SECURED W/ <br />SPECIFIED ANCHORS <br />2XS P.T. BOTTOM PLATE <br />- <br />2x4 BLOCKS <br />Cm WALL <br />j <br />µµ <br />5 m <br />FIBCAst Nu <br />j <br />_ <br />— <br />- <br />I <br />_ NOTES: <br />ALL ANCHORS SHALL BE IN ACCORDANCE TO <br />MANISACTURER'8 INSTALLATION INSTRUCTIONS W$RE <br />I <br />f_ <br />- <br />E MORE STRINGENT <br />SUCH INSTRUCTIONS ARE <br />GARAGE DOOR <br />3 BUCK ATTACHMENT <br />SCALE: In'.1'-0' <br />��RAMED OVERHANG <br />4 <br />_ <br />TYP. <br />5 OPENING <br />T <br />EXTERIOR WINDOW/ DOOR <br />WD FRAMED LW/FLOOR <br />BREAK -4• MIN. FROM 2ND <br />I' <br />FLR LINE. <br />TRUSS <br />cJ <br />WALL <br />FRAME SECTION <br />A <br />T��• <br />WINDOW <br />® 2-STORY <br />— <br />OPENING <br />Z ARCH WINDOW <br />v SCALe: In•.r•0• <br />SCALE: V2•.I'-0' <br />3 ® <br />FASTENER SCHEDULE <br />ROOF DIAPHRAGM <br />n'c sNnHx cur, NAiLs • a• oc. <br />92SEs <br />NOTE: TYP. EXT. SWEATHING ATTACHMENT <br />FOR SHEAR x UPLIFT (O.SU3. 70 BE STRUCTURAL <br />USE 1/16' OBB. OR 1/2' COX PLY WITH •S RING SHANK <br />GUN NAILS AT 4' O.C. AT <br />GRADE) CONNECTORS FROM STUD TO PLATE ARE <br />— <br />SUPPORTED PANEL EDGES AND % RING SWANK GUN NAILS AT 6' OC. AT <br />NOT REQUIRED EXCEPT a OPENINGS <br />PIE -ENS. TRUSS <br />T <br />MTER'EDIATE SUPPORTS. SEE DETAIL. <br />DBL. 2X TOP PLATE <br />ROOF SHEATHING TO GABLE END FRAME <br />USE %GW NAILS a 4. OC. <br />T/16' O.S.B. a <br />-- <br />EXTERIOR SHEATHING <br />USE 1/16' ObB. OR V2' PLY WITH •S RING SHANK GUM NAILS AT b' OZ. AT <br />PANEL SIDES AND •8 RING SHANK GUN NAILS 4' OC, TOP 2 BOTTOM <br />PANEL AND •B RING SWANK GW NAILS AT 6' O.C. AT <br />• <br />m <br />2X BLOCKING • t. _ <br />TOP OF <br />111c., 015.5. <br />2X STUDS I6' O.C.MAX. <br />� <br />s <br />k <br />INTERMEDIATE SUPPORTS. BEE DETAIL. <br />NOTE: RING,2X <br />SHANK GUN SHALL BE PERMITTED AS <br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER <br />AN <br />_ <br />iS <br />^ <br />' <br />w •S RING SHANK GUN NAILS <br />Y • • 6' O.G. M FIELD <br />5 o <br />BTM PLATE <br />3/4' FLOOR DECKING w <br />NAIL REQUIREMENTS <br />•' <br />p <br />PRE- ENGINEERED o <br />FLOOR TRUSS <br />- <br />SIZE HEAD LENGTH DIA TENSILE 8 <br />ed ROWDMODFIE 2 3/8' .113 IT01D00 <br />OR T <br />NOTE: NAILS TO BE MFG. MY MEMBER OF INT. <br />STAPLE, NAIL / TOOL ASSOCIATION <br />I. 0.113 INCH NORMAL SHANK DIAMEIER <br />2. RING DIAMETER OF 0ID12 OVER SHANK DIAMETER <br />OC. M X I BLOCKING <br />FRAMING <br />SPACES AT EACH END. <br />RAFTER OR TRUSS <br />ROOF SHEATHING -a <br />y <br />3 u�I <br />1 <br />d <br />— V' <br />LL <br />IC V <br />7P <br />m <br />— <br />TYP. EXT, SHEATHING ATTACHMENT FOR ROOF <br />SHEATHING (ObB. TO BE STRUCTURAL GRADE) <br />y— , <br />OP 4 <br />BOTTOM iOVNT. <br />W/ (5) 12d NAILS <br />META-16 <br />BLK WALL <br />Q CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK <br />W/ I/4' GAP FROM BLK TO O.S.B. <br />2X4X4' SECURE TO TRM W/ 3-12d <br />OC. MAX TYP. <br />3. K TO 20 RINGS PER INCH <br />4. 0-250 INCH FULL ROUND HEAD DIAMETER <br />m <br />'O 2' DECK SCREWS a 6'-8• <br />O HORIZONTAL 2X BPP. STRUCTURAL BLOCKING AT <br />PERIMETER OF O.SU3, TO PROVIDE CONT. NAIL PATTERN <br />2X4 SECURE TO 2X4 BLK Wn-12d <br />SECURE TO BLK W/ META-16 <br />S. 2 INCH NAIL LENGTH <br />ROOF 6I4EATI—IINCx LAYOUT <br />AND ENDWALL BRACING <br />T <br />L_ <br />L BUILDING LENGTH <br />p p <br />3 <br />— <br />j <br />yyi MAX IN FIELD. UN AREAD D <br />W <br />54 'SHANC TO EXTEND BEYOND' <br />}: o THICKNESS OF SUB -FLOOR <br />SHEATHING <br />a <br />P <br />O3 REMAINING AREA TO BE SHEAT4ED FROM DBL, TOP <br />PLATE TO HORIZONTAL BLOCKING. <br />® SHEATHING a TOP OF WOOD FRAMED WALL TO Be <br />STAGGERED MIN. OF *'FROM SHEET BELOW <br />Q INSTALL ALL SHEETS W/FACE GRAIN PARALLEL <br />TO 8TUDS <br />Np EXT. SHEATHING AttACHMENT <br />2'-0" EXTENSION ®OPT SERVICED . <br />�Q1NOT USED <br />v <br />FOR GABLE END FRAMING <br />FOR <br />STRUCTURALWALLGRADE) <br />WALL SHEATH NG (oSe TO <br />BE <br />TYP. 3/4' TKv "-FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />EXT. WALL SHEATHING <br />7 SCALE: In'.I'-0' <br />9 SCALE: In'•I'-0' <br />A R C R I T I G T S <br />5 <br />Design <br />Grou,01.2. <br />Al N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.a bdesigngrou p.com <br />AA M.0003326 <br />4 <br />h <br />V <br />Kai <br />h <br />O <br />C~Ri <br />O <br />ti <br />O <br />V <br />SUDDIV fa LOT <br />SILVERADO <br />LOT #3 <br />BLK #7 <br />PROJffiC" <br />04128.000-00371 <br />MODEMA <br />4EBB <br />"1828-CALI" <br />GARAGM ewDdG: <br />LEFT <br />PAGE.." <br />RISC. <br />DETAILS <br />150 MPH EXP. B <br />ARCHR•ECT� <br />STATE OF FLORIDA <br />DATE: 10/19/17 <br />dCALM 1/4"=1'-0" <br />