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PRE-E INEERED <br />TRUSS <br />4'-V* MR <br />WS-12 <br />BOTTOM PLATE, <br />08.5. <br />(2) 12d NAILS AT <br />2X4 <br />EA STUD. <br />57111. <br />PLATE <br />2X4 DBL. TOP PLATE <br />2X4 $TUD 16' 04, <br />1AW 05.5. <br />1/2' A.S. W/ MIN. <br />7 EMBEDMENT <br />LOCATE W�8* FROM ENDS <br />AND 32' 04. MAX. <br />TEXTURED FINISH <br />META-16 <br />M <br />32' MAX. S' CI-IU WALL <br />(2)12d NAILS W1114IN 4' Or EA <br />END 4 ?2)12d NAILS - 121 OC- <br />NEE V <br />TRIUBS <br />MAX IN FIELD, <br />KNEE WALL DETAIL <br />rj-� STICK BUILT WALL DETAIL <br />TO BLOCK <br />SCALE, 1/2--1--0- <br />1. <br />SM - EA STUD TOP A <br />SECURE 2.6 MIN. TO ISLK W/ (2) h- <br />FIM-EW. TI4J5SE5 W1 TRUSS <br />CONNECTOR VERIFY tUt <br />BOTTOM <br />LT W/ 2' WASWER SET <br />FRAMI", PLAN <br />(�> <br />iNNO <br />I=IGW STRENGTH <br />-4 <br />DOUBLE Tc - PLATE <br />WEADER� <br />CONNECTOR UP TO OW <br />SE 19 2 <br />U <br />C(27 <br />F Xy , <br />EPDXY 4' MISED. <br />2X4 OECURIED TO <br />UPLIFT <br />\\- <br />Ltv . TA;=� <br />I <br />-777 <br />- <br />GA15LE F <br />LU/(2A2d*EA. UPR T <br />CRIPPLE STUDS - IW OZ, <br />MAX <br />DOUBLE TOP PLATE <br />DRIVE PIN <br />HEADER SIZE PER <br />2X4 SISCURIEL To <br />SIMPSON LOTA-12: EA JACK <br />SIMPSON MSTA-24 - EA. JACK <br />(MIN SHAW SIZE 145) <br />R <br />19 E <br />CABLE EN3, LLV(2)12cl <br />SPAN CHART, <br />STUD, BOTH SIDE OF <br />2x9 STUDS . 16' O.C. MAX W/ <br />A I <br />WITH FA W <br />EACH <br />"7�.C. <br />61-81 OIC. <br />OPENING. <br />MAX <br />END AND 18' D.C. MAX <br />2x STUDS * 16'aC. MAX W1 <br />WITHIN il OF uNr.>ow/ DOOR <br />Cl— <br />2.4 ON' <br />SHEATHING, SHEATHING TO BE <br />OPENING AND SECURE PER <br />FLAT TO BLK <br />WITHIN j- OF WMOLLV DOOR <br />FASTENER SCWEn 11 <br />'o- <br />�TWING OR <br />asm. swrATWING OR <br />W1 CUT NAILS. <br />OPENING AND SECURE PER <br />(2) STUDS, (2)JACKS <br />COD <br />cox PLYWOOD <br />FASTE14ER SCHEDULE <br />SIDE OF OPENING <br />KING STUDS (SEE HEADER <br />$PAN CHART FOR DETAILS <br />JACK STUD ASSEM15LY TO BE <br />'\-2.4 <br />AND SPECIFICATION) <br />SECURED ONE PLY . A TIME. <br />BLOCKS <br />SIDES$ <br />L-30 <br />GABLE 5LCCKIWG <br />JACK& (BEE HEADER SPAN <br />USE 12d NAILS, TWO UTWrN 6. <br />FROM EACH E14D 4 NO MORE <br />THAN 12' O.C. STAGGERED <br />CMU WALL <br />2X& GARAGE DOOR BUOK W1 (W <br />TRUSS <br />2.4 ISLCr-<JW. <br />F -T <br />CHART FOR DETAILS AND <br />SPECIFICATIONI <br />W04DOW VILL W4CRIPPLES <br />)j*X9 J-BOLTS 4' EMBEDMENT MIN. <br />LUZ VXV4. WASWER AND NUT <br />EA RAMR <br />L-30 EA* <br />JACK STUD ASSEMBLY TO BE <br />16, ojC. <br />SPAcED EVENLY ROM FLOOR TO <br />FR. <br />RAFT R <br />E <br />SECURED ONE PLY A TIME. <br />ANCHOR BOLT <br />GARAGE DOOR IN JOINTS <br />W-5 EA, <br />USE 12d NAILS, TWO WITHIN 6- <br />O'C' MAX WITH 1. <br />PRIOR TO FILL w <br />1-2X& PT BLOCK CENTER Or <br />E <br />RAFT R <br />FFwM EACH END 4 NO MORE <br />THAN 12' OiC. STAGGERED <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />DOOR HEADER W/(I)h'Xr J-ISOLTS <br />x4 RAM <br />24- OZ, <br />SPA OR WE, - TOP AND <br />�SIMPSON MSTAM-24 * EA. <br />4- EMBEDMENT W/ 2-X2-A- WASHER <br />2x4 <br />BOTTOM PLATE$ - EA, FULL <br />JACK, SECURED LU/ <br />AND NUT <br />FRAMfwG <br />LENGTH STUD, BOTH SIDES <br />SPECIFIED ANCHORS <br />(TYP) <br />OF OPENING. <br />SHEATHING TO LAP TO TOP <br />OF M WALL. <br />2Xb P.T. BOTTOM PLATE <br />NOTES, <br />BE- <br />ALL ANCHO" SHALL IN-A—CCORPANa TO <br />7 <br />MA"ACTURE 'S INSTALLATION INSTRUCTIONS WI -ERE <br />SWEATHINd. MJST N07 <br />SUCH INSTRUCTIONS APE MORE STIRINOIENT <br />BREAK 1'-4' MIN. FROM 2ND <br />GARAGE DOOR <br />TYP. EXTERIOR WIN DOOR <br />Lj� <br />FILM INE. <br />TRUSS� <br />03 <br />WINDOW <br />0 2-STORY <br />OPENING <br />WALL <br />.,��ED <br />(:��G��.WFLOOR <br />ALE, <br />FASTENER SICHEEDULE <br />NOTE; 7YP. rXT, 54-11EATWIN63 ATTAC+IMENT <br />ROOF DIAPHRAGM <br />FOR &HEAR 4 UPLIFT tOSB.TO BE S7RJCTURAL <br />USE 1AWO.S.S. OR 1/2' COX PLY WITH % RIW3 SHAW <br />CAN NAILS AT 4- OC. AT <br />GRADE) CONNECTOR$ FROM STUD TO PLATE APE <br />SUPPORTED PANEL EDGES AND 'S RIW3 SHAW GLIN <br />NAILS AT 6' CO. AT <br />NOT REQUIRED EXCEPT OPENINGS <br />PRIE-ENG. TRIUSE, <br />INTERMEDIATE SUPPORTS. SEE DETAIL, <br />DISL- 2X TOP PLATE -9 <br />ROOF SHEATHING TO GABLE! END FRAME <br />-1 <br />111WO.S.B. <br />USE % GUN NAILS - 4- OC. <br />. . . <br />I <br />EXTERIOR SHEATHING <br />2X BLOCKING 4 <br />TOP OF <br />USE 1AWOSIS. OR 1/2' PLY WITH -0 RIN63 SHAW CAN NAILS AT 6- O.0 AT <br />PANEL SIDES AND -8 RIW. SHAW, GIN NAILS A- Ol- TOP 4 15011 <br />PANEL AND % RING SWANK CAN MAIL& AT WOC. AT <br />lAb' O.Sa <br />2X STUDS, 16' OC. MAX. <br />INTERMEDIATE SUPPORTS. SEE <br />W. SHANK GUN N AILS <br />2X 1517-1. PLATE <br />DETAIL. <br />NO.: RING CAN NAILS $14ALL BE PERMITTED AS <br />AN <br />z <br />61 0?- IN FIELD <br />ACCEPTASIZAINKFASTENE PROM ANY MANIJFACTURER. <br />114' FLOOR DECKW. <br />AIL REQUIREMENTS <br />PRE- ENGINEERED <br />IF I <br />TOP CORD BLOCKING AT 4' <br />OC� MAX' IN FIRST 2 FRAMING <br />SpAcIss AT EACH END. <br />i E <br />Typ. EXT. SWEATHIN5. ATTACHMENT FOR ROOF <br />TO <br />2X4 . TOP A <br />CONI <br />50TTOM CON7. <br />W1 (5) 12d NAILS <br />NOTE- NAILS TO BE MI�G. BY MEMBER OF INT. <br />STAPLE, NAILLT OL,=IATION <br />RAFTER OR Tmi <br />SHEATHING (OA.B. BE STRUCTURAL GRADE) <br />WETA-16---� <br />BLK WALL <br />W 4� � <br />L <br />ROOF SWFATWING-� <br />(D <br />CONTINUOUS SHEATHING TO BEGIN AT Top or sLr- <br />OF 0,012 DIAMETE <br />v <br />LU/ 1/4' GAP FROM WILKTO O.SZ. <br />2X W/ 3.12.1 <br />&'-&' 0!- MAX TYP. <br />PER INCH <br />SQ= HEAD DIAMETER <br />-0 VOECK SCREWS - 61-81 <br />14ORIZONTAL 2X OPP. STRUCTURAL BLOCKING AT <br />PERIMETER Or O.SJ3. TO PROVIDE CONIT. NAIL PATTERN <br />5, 2 <br />CO. MAX d EDGE$ 4 12' OC. <br />RE AINING AREA TO ME SWEATWED FROM DBL. TOP <br />2X 15 <br />2X4SECURETOW/4 LKW/2-12d2 <br />SECURE TO BLK META-16 <br />m <br />MAX IN FIELD. UNTHREADED <br />To <br />,,C,.,,,,,,EXTEND BEYOND <br />OF SUB'p <br />ATE TO WORIZONTAL BLOCKIW- <br />PLM <br />%-MATHING - TOP OF WOOD FRAMED WALL TO 89 <br />ROOF 6�4EAT�41NG LAYOUT <br />LOOR <br />SWEATWIW. <br />STAGGERED MIR OF 16'FROM SWEET BELOW <br />INSTALL ALL SWEET$ W/FACE WRAIN PARALLEL <br />AND ENDLUALL 5RACING <br />BUILDING LENGTH <br />TYP. <br />EXT. ATTACHMENT v I <br />TO $TUDO <br />-0 �O P S �EC E�D R. <br />FOR GABLE END FRAMING <br />FOR <br />STRUCTURAL <br />WALL -9,WEATWING (065 TO <br />GRADE) <br />BE <br />TYP. 3/4' TdG SUB -FLOOR D UED TO <br />E=NG GL <br />EXT. WALL SHEATHING <br />SCAL.,"11-1-1 <br />SCALE, 1/2'.1'-0- <br />ALL EXPOSED MEMBERS <br />A It C N I T E C T 8 <br />6 <br />G r2Nsign <br />o tusl®r. na.. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FIL 32750 <br />PH: 407-774-6078 <br />FAK 407-7744078 <br />www.abdosigngroup.com <br />AA#:0003325 <br />1 g jmxv. & xAm <br />IT <br />SILVERADO <br />LOT 28 <br />BLK 6 <br />PRO T# <br />04128.000-02861 <br />4EAB <br />"1672—ARIA" <br />GARAGM BWJNG: <br />RIGHT <br />PAGZz <br />misc. <br />DETAILS <br />% 150 MPH EXP. B <br />