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PRE-ENGINEERED <br />TRUSS <br />4'-m• MIN. <br />MTS-12 <br />lA6' OSB <br />(2) Dd NAILS AT <br />2X4 <br />EA STUD. <br />DM <br />RATE <br />2X4 DOL. TOP PLATE <br />2X4 STIR K' OL. <br />lA6' OSB. <br />VY AS. W/ MK <br />IUI/I <br />1' EMBEDMENT <br />LOCATE b•-S• FROM ENDS <br />AND 32' OL. MAX <br />TEXTURED FNISN <br />MfS-12 <br />META-D <br />EA. <br />(2) Ud NAILS WITHIN4' OF EA <br />32' OL. MAX S' CMU WALL <br />PRE-ENGINEERED <br />END 4 (2) 12d NAILS • Q' <br />TRUSS <br />MAX INFIELD. <br />KNEE WALL DETAIL <br />1 STICK BUILT WALL DETAIL <br />LTS. <br />2 TO BLOCK <br />SCALE: VJ'•1'-m' <br />SP'S • EA, STIO TOP C <br />SEGUE 2xb MK TO <br />BLK W/ !I)15' <br />_ <br />COMECTOROR VERIFY IIW W/�� <br />�� OM <br />ANKFIOR BOLT W/ 2' <br />W,4&ER SET <br />MAIMING PLAN <br />PIE-ENG TRUSSES umam <br />A <br />N SR'P'.ION HIGH STRENGTH <br />EFlOXY 4' EMBED. <br />2X4 SECURED TO <br />GABLE END <br />WHIJnd•EA IIPRIGI4T <br />2X4 SECURED TO <br />DOUBLE TOP PLATE <br />CRIPPLE STUDS W' OG. <br />MAX <br />SIMPSON LOTA-12 • EA JACK <br />HEADER <br />CZN ECTOR UP TO 90M <br />IPLFT <br />DOLE TOP PLATE <br />SIMPSON PSTA-24 • EA JAIX <br />SECURE 2z TO BLOCK <br />W/ IV F TAPCON9 OR <br />DRIVE FIN <br />(MN SHANK SIZE U45) <br />(MIN EM'1DFOF D. I j'1 <br />DEADER SIZE FER <br />F1�r <br />E <br />SECURE 2z4 ON <br />FLAT TO BLK <br />UU OTT NALa. <br />0 <br />GABLE FNG UlK2)nd <br />b'-S' OL. <br />SPAN CHART. <br />DOOR/ <br />U1IPDOIU <br />OPENIG� <br />STUD. BOTH SIDES OF <br />OPENING. <br />2z STUDS • K' OL. MAX W/ <br />91EATHNG SHEATHING TO <br />WITHIN I' OF WINDCUW DOOR <br />OPENING AND 9ECIJE PER <br />FASTENER SCHEDULE <br />ntx <br />Cz¢.+ma r' <br />2zS STUDS • W' OL. MAX W/ <br />SHEATHING SHEATHING TO BE <br />WITHIN I' CF WINDOW DOOR <br />OPENING AND SECURE PER <br />FASTENER SCHEDULE <br />(2) STUDS, (2) JACKS • E4 <br />SIDE OF OPENING <br />ACH <br />END AND b' OL. MIAX <br />SPACING <br />Ij' OSB, SHE OR <br />;' COX PLTUIOOD <br />Anr ore+u+� <br />- <br />KINGSPASTUDS eSEE <br />FOR DET� 9 <br />AND SPECFICATICN) <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE FLY • A TIME. <br />USE Ud NAILS, TWO UU-N b' <br />2z4 BLOCKS <br />y� <br />S•i <br />'G SIDES: <br />IXb bARACE DOOR BUCK W/ (3) <br />R <br />L • <br />GABLE BLOCKING <br />TRUSS <br />RUIz4 BLOCKING <br />�I <br />JACKS (SEE 14EADER SPAN <br />CHART FOR DETAILS AND <br />SPECIFICATION) <br />Ppaom <br />THA' O 90 D <br />N U <br />WINDOW SILL WAMPPLES <br />CM WALL <br />)j'XS' J-BOLTS 4' EMBEDMENT MIN. <br />W( 2'X2'XI6 WASHER AND NUT <br />BPAGED EVENLY FROM FLOOR TO <br />GARAGE DOOR HDR N JOINTS <br />PRIOR TO FILLING <br />1-2X6 PT BLOCK • CENTER OF <br />DOOR HEADER WXI)YfXS' J-DOLTS <br />4' EMBEDMENT W/ 2'X2706' WASHER <br />4Np NO <br />0 <br />• EA RAFTER <br />L-30 EA <br />RAFTER <br />W25 EA <br />RAFTER <br />z4 RAPIER 24' OL <br />• <br />Iz4 <br />FRAMING <br />(TTP) <br />JACK STUD ASSEMBLY TO <br />SECURED ONE PLY • A TIME. <br />USE Rd NAILS, TWO WITHIN 6' <br />FROM EACH END 4 NO MOM <br />THAN 12' OZ. STAGGERED <br />SP4 OR HS • TOP AND <br />BOTTOM PLATES • EA FULL <br />LENGTH IN6. BOTH SIDES <br />OF <br />SHEAING�TO LAP TO TOP <br />OF MA9CU4RaT WALL. <br />SHEATH MUST NOT <br />LA <br />W' OG. <br />I' DIA ANCHOR BOLT <br />4T W' OL. MAX WITH l' <br />EMBEDMENT AND 2' <br />DIA WASHER <br />SRTPSCTI MSTAM-74 • EA. <br />JACK SECURED W/ <br />9PECFIED ANCHIORS <br />2XD P.T. B01T21 PLATE <br />NWT <br />Mu <br />} <br />— <br />NOTES. <br />ALL ANCHORS SHALL BE N ACCORDANCE TO <br />MAMFACTUEI INSTALLATION INSTRUCTIONS <br />WHERE <br />SUCH INSTRUCTIONS ARE MORE STRINGENT <br />BREAK I'-4' MIL FROM IND--- <br />,- <br />GARAGE DOOR <br />3 UCK ATTACHMENT <br />SCALE, IQ'.I'-m' <br />4 FRAMED OVERHANG <br />NTS. <br />TYP. EXTERIOR WINDOW/ DOOR <br />5 OP G WD FRAMED W <br />FLR LINE. <br />R TRUSS) <br />rJ <br />WINDOW <br />® 2-STORY <br />OPENING <br />WALL <br />FRAME A SECTION <br />ARCH WINDOW <br />6 SCALE: --I-- <br />SCALE: IR'.1'-m' <br />°`O' <br />FASTENER SCHEMULE <br />NOT :TTP. EXT. SHEATHING ATTAcw ENT <br />ROOF DIAPNRK,t•I <br />-11 ..' - FOR SHE 4 UPLIFT (OSB. TO BE BTRJCTURAL <br />USE IA6' OSB. OR N' COX PLY WITH •8 RING SHAW <br />CAN NAILS AT 4' OC AT <br />"-- <br />- . eo - ec fa GRADE) CONNECTORS FROM STUD TO PLATE ARE <br />/ <br />SUPPORTED PANEL EDGES AND ti RNY SHMK GUN <br />NTERMEDIATE SUPPORTS. SEE DETAIL. <br />NAILS AT 6. OL. AT <br />i NOT REQUIRED EXCEPT A OPENINGS <br />PRE-ENG, TRBS <br />DBL. 2X TOP PLATE <br />ROOF SHEATHING TO GABLE END FRAME <br />USE R8 CAN NAILS • 4' D.C._ <br />- . <br />TK' O.S.B. w <br />+ <br />2X BLOCKING • E <br />EXTERIOR SHEATHING <br />a <br />TOP OF <br />:. <br />11 <br />- I <br />USE 1/16' O.S.B. OR Vl' PLY WTH •8 RING SHANK GUN NAILS AT b' OL, AT <br />PANEL SIDES AND -6 RIG SHANK CAN NAILS 4' Or -TOP 4 BOTTOM <br />PANEL AND ! RING 9HNK C!N NAILS AT b' Or-AT2X <br />INTERMEDIATE SUPPORTS SEE DETAIL. <br />NOTE: RIG SHMK GIN NAILS SHALL BE PERMITTED AS AN <br />ACCEPTFASTENER FROM ANY MLWFACTUIER <br />NAIL REQUIREMENTS <br />HE dd ROUDfTODFI LENGTH D11A n0 LE TOP CORD BLOCKING AT 4' <br />OR T wv O.C. MAX N FIRST 2 FRAMING <br />SPACES AT EALH END. <br />/ <br />m <br />J w <br />RING SHRANK GIN NAILS <br />Z • b' 01 N FELD \ <br />jR ^ p . 1 <br />a ( J <br />m 0 r� <br />�i P <br />y TYP. EXT. SHEATHING ATTACMENT FOR ROOF <br />4 SHEATHING (OSA TO DE BTRUCTIFAL GRADE) <br />1A6' OBB. <br />STUDS 16' Or- MAX <br />IX DM PLATE <br />`¢ <br />3/4' FLOOR DECKING <br />PRE FLOOR TR6$ <br />2X4 •TOP 4 <br />�BOTTCTI C�OINfT. <br />LS <br />META-W <br />2X4X4' BECUE TO TRIUBS Ul/ 3-17d <br />6'-8' OL. MAX TYP. <br />2X4 SECURE TO 2X4 MILK W2-I2d <br />SECURE TO BLK W/ META-16 <br />NOTE, NAILS TO DE Ml G- BY MEMBER OF Mr- <br />STAPLE. NAIL 4 TOOL ASSOCIATION <br />I. m11S y.UGL NOMINAL SNAIX DIAMETER <br />9. D TO Im IFRJCE PER NGI <br />4. m3Sm INCFI FILL IR2OIID HEAD Dld'ETER <br />5. 2 b461 NAIL LENGTH <br />RAFTER OR <br />ROOF SHEATHIN G <br />p O <br />P _ J • <br />�/ <br />' • <br />2' DECK 9CiE818 • 6'-S' <br />3 ,I OL. MAX • �S 4 17' OL. <br />�� 'MSHANC TO EXTEND BEYONDAX IN FIELD. D. <br />6O THICKNESS OF SUB -FLOOR <br />�1 SFEATHUJG <br />BLK WALL <br />OI CONTMUOUS SHEATMING TO BEGIN AT TOP OF BLK <br />W/ 1,14' GAP FRCT'I BLK TO OBB. <br />O HORIZGMAL 2X SPF. STRUCTURAL BLOCKING AT <br />PERRTETER OF OSB. TO PROVIDE CONT. NAIL PATIERJ <br />PLATE TO O REMAINING AREA T ISE SHEATHED <br />BLOCKING. FROM DBL. TOP <br />OO SHEATHM • TOP OF WOOD PRMED WAIL TO BE <br />aiAGGERED nINOF u FRa SHEET BELOW <br />ROOF S+ IEATNING LAYOUT <br />+ . . . . . . . . <br />€+. > <br />O5 INSTALL ALL SHEETS ULFACE Cz1EA.IN PARALLEL <br />AND ENDUJALL BRACING <br />BIILDNGLENGTH <br />MP J <br />TTP. E. SHEATHING ATTACHNT ME <br />TO STUDS <br />2'-0"EXTENSION.*0 C <br />8 NOT USED <br />FOR GABLE END FRAMING <br />BE <br />STTRRNCT�URALL Gi oEE) (� T� - <br />TYP. 3/4• Tw ME -FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />(� EXT. WALL SHEATHING <br />7 �a c IG•. I._m. <br />7 SCALE: 1/2'.I'-m• <br />A R C N I T E C T <br />6 <br />GrGo ! �R� <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdostgn&ORP.co^ <br />AA is 0003325 J <br />d <br />T <br />N <br />y <br />2 <br />0 <br />A <br />r° <br />TT <br />POOR A. LOT. <br />SILVERADO <br />LOT 40 <br />BLK 6 <br />Pnoi2cN <br />04128.000-04061 <br />3WDM. <br />4EJB <br />"2807— ELLS" <br />AnAOL• 01WING: <br />RIGHT <br />PAGM <br />MISC. <br />DETAILS <br />150 MPH EXP. B <br />I T: <br />J TM 10/18/17 <br />sCAXM 1/4"=1'-0" <br />s>lmrr <br />D2 <br />