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PRE-ENSINEERED <br />TRUSS <br />41-01 MIN. <br />MTS-12 <br />M TOM PLATE, <br />(2)12d NAILS AT <br />2X4 <br />EA. STUD, <br />BTM, <br />PLATE <br />2X4 DISL� TOP PLATE <br />2X4 STUD IWOZ. <br />t/2'A.B. MIN, <br />I' EMBEW/ <br />DMENT <br />LOCATE W-eV FROM ENDS <br />AND 32' OC. MAX <br />TEXTURED FINISH <br />MTS-12 <br />PIETA-16 <br />321, M <br />S' CM WALL <br />(2) 12d NAILS WITHIN 4 OF E� . <br />-E ERED <br />END 4 (2)12d NAILS . 12' OZ <br />TRUSS <br />MAX IN FIELD. <br />KNEE WALL DETAIL <br />STICK BUILT WALL DETAIL <br />TO BLOCK <br />SCALE: 1/2'.)'-0' <br />SPS - EA STUD TOP A <br />PRE-EW. 7WISSES W1 TRUSS <br />BOTTOM <br />SECURE 2.6 MIN. TO BL< W/ (2))J' <br />AW-14OR SOLT W/ 2' MASHER SET <br />CONNECTOR VERIFY LW <br />FRQlIw. PLAN <br />PRE-EW. TRUSSES 0TRI" <br />IN SIMPSON HIGH STRENGTH <br />— DOUBLE TOP PLATE <br />WFADER� <br />CONNECTOR UP TO -10W <br />2. TO BLOCK <br />E�PDXY 4' EMBED. <br />BECS <br />2X4 SECURED TO <br />UPLIFT <br />_,,,,-SECURE <br />W1 (2� TAProNs OR <br />L <br />I <br />— CRIPPLE STUDS . 16. O'C. <br />MAX <br />DOUBLE TOP PLATE <br />DRIVE PIN <br />(MIN SWANK SIZE .145) <br />Z <br />— SIMPSON L&TA-12 . EA JACK <br />SIMPSON M5TA-24 a EA. JACK <br />eMIN EMBED, I J-) 9 <br />E3 <br />El <br />GABLE EW3 WI(2A2d <br />SPAN CHART. <br />STUD, BOT14 SIDES OF <br />2xa STUDS * IS' Oir. MAX W/ <br />W4TWN ' Or EACH <br />E <br />61-61 01C. <br />OPENING. <br />SWEAT INS. SHEATHING TO BE <br />END AND 18' O.C. MAX <br />2. STUDS - 16' OZ. MAX W1 <br />WITWINW <br />J' OF WIND= DOOR <br />SP_ wr. <br />SECURE 2x4 ON <br />7__ <br />�_DOOR/ <br />SHEATHING. _&-EATWIW. TO BE <br />OPENING AND SECURE PER <br />FLAT TO BLK <br />WITHIN J' OF: WNDOW/ DOOR <br />FASTENER SCHEDULE <br />a'O.S.B. SI-EATWING OR <br />W/ CUT NAILS. <br />OPENING AND SECIJIM PER <br />(2) STUDS, (2) JACKS - EA. <br />J, cox PLYWOOD <br />FASTENER SCHEDULE <br />SIDE OF OPENING <br />KING STUDS (SEE HEADER <br />JACK STUD ASSEMBLY TO BE <br />11 T. <br />—1h <br />SPAN C14ART FOR DETAILS <br />AND SPECIFICATION) <br />SEOURED ONE PLY - A Tim <br />2x4 BLOCKS <br />SIDE& <br />GABLE BLOCKING <br />JACKS (SEE 14EADEIR SPAN <br />USE 12d NAILS, TWO WITHIN S. <br />EAr <br />FROM _W END 4 NO mom <br />T14AN 2' O.C. STAGGERED <br />CMU WALL <br />T__ <br />2X& GARAGE DOOR BUCK UY (3) <br />2x4 ISLOCKINd <br />CHART FOR DETAILS AND <br />SPECIF CATION) <br />WINDOW SILL W/CRIPPLES <br />Jj'X6' J-BOLTS 4' EMBEDMENT MIN. <br />EA. RAFTER <br />WV 01C. <br />UP nolv% WASHER AID NUT <br />L-W EA, <br />JACK STUD ASSEMISLY TO BE <br />SPACED EVENLY FROM FLOOR TO <br />RAFTER <br />SECURED ONE PLY - A TIME. <br />D ANC44OR BOLT <br />�T <br />GARAGE DOOR WICK IN JOINTS <br />W2.5 EA <br />LUI <br />USE 12a NAILS, TWO THIN 6' <br />IIA <br />0' OZ. MAX WIT14 1' <br />PRIOR TO FILLING. <br />RAFTER <br />FROM EACWI END 4 NO MORE <br />EMBEr >MENT AND 2' <br />DIA. WA-444ER <br />1-2>11, Prl BLOCK * CENTER Or <br />x4 RAFTER <br />THAN 12' OC. STAGGERED <br />L <br />DOOR EA0ERW/(I)VX5'J-BOLTS <br />24' or <br />SP4 OR WS . TOP AND <br />SIMPSON MSTAM-24 - EA. <br />EW <br />4' EMS D T W1 2'X2' <br />MEN A WASHER <br />2x4 <br />50TTOM PLATES . EA. FULL <br />JACK SECURED W1 <br />--L <br />_F__ <br />AND NUT <br />�t_ <br />FRAMI <br />STUD, BOTH SID <br />LENGTH ES <br />SPECIFIED ANCHORS <br />- <br />(TYP) <br />OF OPENING. <br />NOTES, <br />ALL MCWORS &WALL BE IN ACCORDANCE TO <br />04-4 ATWING TO LAI' TO TOP <br />OFEMASONRY WALL. <br />2X5 P.T. BOTTOM PLATE <br />MANUFACTURE INSTALLATION INSTRUCTIONS U.4-ERE <br />R'S <br />SHEATHING MUST NOT <br />SUC44 INSTRUCTIONS AM MORE STRINGENT <br />BREAK I'-4'MK FROM 2ND <br />GARAGE DOOR <br />TYP. <br />EXTERIOR WINDOW/ DOOR <br />FILM LINI <br />-WENT <br />(�A& <br />WINDOW <br />2-STORY <br />OPENING <br />WALL <br />.n�N &E= <br />Plo <br />SCALE, <br />F=A8TE=_NE=_F=t SICHEOULE <br />ROOF DIAPHRAGM <br />NOTE: TYP ExT. SHEATHING ATTACHMENT <br />% R­ ­6 . 4' FOR SWEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL <br />USE 1116' CAB. OR 1/2' COX PLY ILMTW 'S RING SWANK <br />GJN NAILS AT 4' OZ, AT <br />GRAM CONNECTORS FROM STUD TO PLATE ARE <br />_T <br />771 <br />SUPPORTED PANEL EDGES AND 'S RING SWANK GUN <br />NAILS AT 6'OZ- AT <br />Nat RECUIRED EXCEPT OPENINGS <br />PRE-ENG. TRUSS W_ <br />F 7 <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />DEL. 2X TOP PLATE _A* <br />1 <br />ROOF SHEATHING TO ABLE END FRAME <br />lA6'O.SZ. <br />USE -8 GUN NAILSt 4' OC. <br />. . . . . . . . . . . <br />2X BLOCKING <br />EXTERIOR SWEATWI <br />r�cgf OF <br />Tp� OF <br />AS <br />USE1 'Cb-B.OR�2'PLYWITW'SRW�SWAWGLNNAILOAT&'OZ.AT <br />PANEL SIDES AND % RING SWANK CAN NAILS 4'0,C. TOP 4 BOTTOM <br />PANE L -8 RIW. SWANK GUN NAILS AT 6' OC. AT <br />. i I q - <br />A <br />1/16 A.B. <br />2X STUDS W Or- MAX <br />NTERMEAND <br />DIATE SUPPORTS. SEE DIETAIL. <br />I R ING NS�� <br />&. Ot. ELr?UN NAILS <br />2X BTM.PLATE <br />PLA' <br />NOTE RIW -KN <br />SWANK C NAILS SHALL BE PERMITTED AS <br />AN <br />11 <br />3/4'FLOOR DECKING <br />ACCEPT <br />29 <br />il <br />NAIL REQUIlREMENTS <br />9� <br />PRE- ENGINEERED <br />FLOOR TRUSS <br />IN IA <br />1412 1 <br />TOP CORD 5LOCKIW. AT 4 <br />O.C. MAX IN FIRST 2 FRAM NG <br />SPACES AT E END <br />Lu <br />Tyr. rxT. SWIEATWIW. ATTACHMENT FOR ROOF <br />2X4 i <br />BOTT'; <br />UP (S) Vd NAIL <br />NOTE- NAILS TO MEMBER OF INT. <br />15Y <br />STAPLE, 4 TOOL <br />RAFTER OR TACH <br />Q SHEATHING (ObS. TO BE bTRir_TUR4L GIIIIADE) <br />WE <br />:TA_I: <br />ISLK. WALL <br />L ASSOCIATION <br />ROOF SWEAT <br />(D CONTINUOUS SHEATHING To BEGIN AT Top OF 5LK <br />tig=m DIAMETE <br />W1 1/4* GAP FROM 5LK_ TO O�SZ. <br />2X4X4 3-12d) <br />'SECURE TO TRUSS W/ <br />3. 16 TO 20 RINGS PERINCH <br />$TRJr <br />AL 2X SPr _TURAL BLOCKING AT <br />(�)AZZMR <br />7 P. <br />O'C'MAX Y <br />4. =90 INC44 FULL ROU <br />'S VIDECK SCREWS - &`a- <br />O.C. MAX - EDGFS 4 12' O+C. <br />Or OAZ. TO PROVIDE CCNT. NAIL PATTERN <br />2X4 SECURE TO 2X MILK W/2-12d <br />MAX IN FIELD, UNT44FMADED <br />@ RE AINIW. AREA To BE SHEATHED FROM DEL. TOP <br />TO <br />SECURE TO BLK W/ META -16 <br />ji <br />SHAW, TO EXTEND BEYOND <br />TWICIQESS or SUB-FLooR <br />ATE WMIZONTAL BLOCKING <br />PLM <br />(3) SHEATHING - Top or WOOD FRAMED WALL TO BE <br />ROOF 5�4EATHING LAYOUT <br />84-EATWIN6. <br />STAGGERED MIN. OF 16' FROM SWEET BELOW <br />(�) INSTALL ALL SHEETS W/FACE GRAIN PARALLEL <br />AND ENDWALL 5RAr-INra <br />L BUILD L T <br />TYP. <br />EXT. SHEATHING ATTACHMENT <br />To STUDS <br />10�110P�SE V�ICED <br />FOR G,45LE ENID FRAMING <br />FOR <br />STRUCTURAL <br />WALL SWEATWIWG (065 TO BE <br />GRADE) <br />TYP. 3/4' T4G SUB -FLOOR DECKIW. GLUED TO <br />j <br />EXT. WALL SHEATHING <br />SCALE, <br />ALL EXPOSED MEMBERS <br />i A C N IT E C T 3 <br />6 <br />Domign <br />G r Wou 1 t0l. 2... <br />41 N ' RONALD RFAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />SILVERADO <br />LOT #12 <br />BLK #6 <br />04128.00t-01261 <br />moDzu <br />4EGI3 <br />"GALEN" <br />GARAGM B'WANG* <br />RIGHT <br />PAO& <br />misc. <br />DETAILS <br />150 MPH EXP. B j <br />ARCHrrECT: <br />STATE OF ELQ8Q& <br />I <br />_J <br />Ulm <br />DATM 11/8/17 <br />8CAIM 1/4"=1'-0" <br />a <br />D2 <br />