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SECURE 2x& MR TO 15LK WV (2) h' <br />ANCHOR ISMT W/ 2' UL46WM SET <br />IN SIMPI$ <br />rN S <br />�7ON HIGH STREW.TW <br />EPDXY 4' EMBED. <br />SE. 2,4 ON <br />BLK <br />FLAT TO , <br />IU/ CUT NAILS. <br />SIDES, <br />2X& GARAGE DOOR B" UV (3) <br />,�.Xa. J_BMTS 4'EMBEDMENT M'N' <br />W/ 2->Q'X% UA$I-ER AND NUT <br />$PACED EVENLY FROM FLOOR TO <br />GARAGE DOOR WM IN JOINT$ <br />PRIOR TO FILLW� <br />I-2Xb PT BLOCK - CENTER OF <br />DOOR WEAVER Wg1) h,xr J-BOLTS <br />4- EMBEDMENT W1 2-X2-A' WASHER <br />AND NUT <br />-.1 <br />NOTE& -LIF <br />ALL ANCHORS 514ALL 15E IN ACCORDANCE TO <br />MAAPACTURER� <br />j INSTALLATION INSTRUCTIONS WHERE <br />SUCH INSTRUCTIONS AM MOM &TRW_ -,ENT <br />GARAGE DOOR <br />(-q-) BUCK ATTACHMENT <br />SCALE, <br />2X4X4' SECURE TO TRUSS W/ 3-12c <br />&,_a, D.C. MAX TYP. <br />2X4 SECURE TO 2X4 BILK W/2-12d <br />SECURE TO BLK W/ MTA-16 <br />0" <br />X T �EO =NO P�R �Q - D R. <br />SCALE, <br />2X4 SECURED TO <br />1 END <br />C"Mr <br />LLV(2)t2d.EA. UPR*,WT <br />2X4 SECILMID TO <br />d,AISLIE EW. LLkl(2A2d <br />& . -81 OZ. <br />mom" 21P.1109 <br />L-2x4 BLOCK <br />EAL R,6PMR <br />L-30 EA <br />RAFTER <br />ms EA, <br />RAFTER <br />Ilagme <br />WWI— <br />4'-C* MIN. <br />Barrom PL&m__,-, <br />1Ab'0bZ_ <br />(2) 12d MAILS AT <br />2x4 <br />EA. STLID� <br />"E <br />PLATE <br />2X4 DOL. TOP PLATE <br />2X4 8TUD 16' OZ. <br />IA6* 06.15. <br />1/2' A.15, W1 MIN. <br />EMBEDMENT <br />NI <br />CIATE &*-&'FROM ENDS <br />AND 32' Z. MAX <br />TEXTUMID FINISH <br />MTS- <br />MTA-16 <br />52' MAX <br />04 <br />m_4 <br />8' CMU WAILL <br />(2) 121 NAILS WITHIN 4' OF EA <br />PRE-EW31NEERED <br />END 4 (2)12d NAILS - 12* D.C. <br />TRIAS <br />MAX 114 FIELD. <br />Pft_Ewa TRUSSES LIV TRUSS <br />ccNNEcT VERIFY tLv <br />FRAMINd. PLAN <br />L DOUBLE TOP PLATE <br />— CRIPPLE STLOS 16* OZ� <br />MAX <br />— SIMPSON LSTA-t2 EA JACK <br />STUD, BOTH SIDES OF <br />OPENINd.. <br />2, STUDS 0 16' OZ. MAX W1 <br />SWEATWW­ 6WEATWW. TO BE <br />tWTWIN I- or WINDOW DOOR <br />OPENW. AND SECURE PER <br />FASTENER SCHEDULE <br />— KW. STUDS (SEE HEADER <br />SPAN C44ART FOR DETAILS <br />AND 6ftCFICATICN) <br />— JACKS (WE HEADER SPAN <br />CHART FOR DETAILS AND <br />SPECIFICATIOW <br />JACK STUD A68EMBLY TO ISE <br />SECURED ONE PLY - A TIME. <br />USE 12d NAILS, TWO WITHIN 6' <br />FROM EACH END 4 NO MORE <br />THAN t2' OZ STAGGER115D <br />8P4 5 - TOP AND <br />ISO=PLATES - EA. FULL <br />LEW.TW STUD ' BOTH 61DES <br />OF OPENINd. <br />SHEATHING, TO LAP TO TOP <br />OF MASONRY WALL. <br />SWEATWW. MUST NOT <br />STICK BUILT WALL DETAIL <br />R -LR L11,1E. <br />TYR EXTERIOR WINDOW/ DOO r <br />r�OPENING WD FRAMED (W/FLOOR TRUSS) <br />SCALE, <br />FASTEE-NE-ER SQHEQUL_E <br />ROOF DIAP44RAGH <br />USE 1416'Obz. OR V2'CDX PLY LATH -6 RW. SHAW CAN NAILS AT A' OjC. AT <br />SUPPORTED PANEL EC*ES AND % RINO SWANK GUN NAILS AT 6' OC. AT <br />WmwEIDIATE SUPPORTS SEE DIETAIL. <br />ROOF: 514EATWM TO I ME END FR.AME <br />USE .0 GLIN NAILS 1�4' OZ. <br />EXTERIOR SWEATWW. <br />USE OR 1/2' PLY WITH -6 RW. SWANK CAN NAIL6 AT b'OZ. AT <br />PANEL SIDES AND -6 RIM SWANK CAN NAILS 4'Or- TOP 4 BOTTOM <br />PANEL AND 19 RING. SHAW CAN NAILS AT 6' 0C. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />NOTE! RW3 SWANK C" NAILS 614ALL BE PEERMITTED AS AN <br />AACCEPTABLE FASTENER FROM ANY MAMYACTURI!R. <br />NAIL REQUIREMENTS <br />1111 1 1 NSILE <br />TOP CORD BLOCKING. AT 4' <br />oc. MAX. IN FIRST 2 FRAMW. <br />SPACES AT EACH END. <br />NOTE MAIL& TO ISE MF0. BY MEMBER OF INT. 01.1 <br />STAPLE, MAIL A TOOL A560CIATION <br />u_AH6hKD1Atm= ROOF SWEAT.:� <br />k <br />2� RW, D AMETER j2f-f p <br />p <br />3. * 70 20 RW36 FIER- <br />4.0,280 INCH FULL A=IEAQ DIAMETER <br />S. 2 INCH NAIL LIEWITH <br />ROOF 6HEATHING LAYOUT <br />AkIr") =KIT-)IIIAI I =CPAe-IkI,­_ BUILDW. LEWT14 <br />FOR rzABLE END ERAMINra <br />SPS - EA STUD TOP 4 <br />BOTTOM <br />PRE-EW2 TPMM50ES W/TRL" <br />CONNIE -TOR UP TO 90M <br />r <br />UPLIFT <br />DOUBLE TOP MATE <br />SIMPSON M&TA-24 0 EA JACK <br />2�8 STUDS - 16- D.C. MAX LLV <br />&WEATWWI SHEATkIW. TO 15E <br />WITHIN I- OF: UNDOLV DOOR <br />OPENW. AND SECURE PER <br />FASTENER SCWrDULff <br />(2) STUD6,(2) JAC" . EA <br />SIDE OF OPENIW. <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY a A TIME. <br />USE 12d NAILS, TWO UT14IN 6' <br />FROM EACH END 4 NO MORE <br />THAN 12' OZ. STAC<-ERED <br />WINDOW SILL ILVORIPPLES <br />16, O.C. <br />�VIA A)4CWOR BOLT <br />Tlb'O,C. MAX WIT 1' <br />EMBEDMENT AND 2' <br />DIA, WASHER <br />SIMPSON MSTAM-24 - EA, <br />JACK SECURED U" <br />SPECIFIED ANCHORS <br />2X0 P.T. 150TTOM PLATE <br />(��'IIINDOW OPENM <br />0 Z_STORY WA I <br />NOTE - TYP. EXT. 04-EATWING ArTACWI-IENT <br />FOR 84-EAR 4 UPLIFT (O.S.B. TO BE 67faACTURAL <br />T- GRADE) CONNECTORS FROM STUD 70 I'LATE ARE <br />NOT RECAARED EXCEPT - OPENWS <br />TYP. EXT. SW-ATWW. ATTACHMENT <br />FOR WALL 6WEATWW. (085 TO BE <br />STRUICTLIRAL CiRADE) <br />KNEE WALL DETAIL <br />ro'\ ... TO BLOCK <br />SECURE 2x TO BLOCK <br />tut (2) &1 TAPO" OR <br />DRIVE PIN <br />(MIN SWANK SIZE J45) <br />(MIN Bribe <br />CO,4 <br />WITH �1­ .1 1-1. 02 <br />ENDIN S' . O'C. MAX <br />AND 0 <br />SPACING. pl � <br />OAJ5 SWEATWW. OR <br />CDX PLYWOOD <br />2- -0—cKs <br />CMU WALL <br />��oARCH WINDOW FRAME (—A'\SECTION <br />'S.Rh? SWANK CAN NAILS <br />91 0 IN FIELD <br />84-EATWW. (ObB. TO SE STRUCTURAL GRAVE) <br />SCREWS - 61-81 <br />D.C. MAX - EDGES 4 12 - OZ. <br />18 11 DECK <br />MAX IN FIELD. LINTWIREADED <br />SHAW, TO EXTEND BEYOND <br />THICKNESS OF bub-IFLOOR <br />SWrATWW3 <br />TYP. 3/4' T 6G SUB -FLOOR IDECKJW. GLUED TO <br />ALL EXPOSED t'IEMBERS, <br />PRE -Ewa TRUSS <br />VOL. 2X TOP PLATE <br />1A&'OISJS. <br />2X BLOOQW, 0 <br />TOP OF <br />A O.Sa L <br />2X STUDS 16'OC. MA>C-------- <br />2X 5Trt I -LATE <br />3/4'FLOO* DECKING <br />PRE- EN63INEERED <br />FLOOR TRUSS <br />2X4 0 TOP 4 <br />BOTTOM CONT.. <br />T ' 5 <br />LLV (?11T012':I =Li <br />WETA-I&—__� <br />ELK <br />"ALL <br />BLr <br />CONTINUOUS 94-MATHNG TO BEGIN AT TOP or <br />Uk 1/4, C.Ap FROM BILK TO O.S.B. <br />WOMZONTAL 2X SPP. STRUCTURAL BLOCKM AT <br />I ERIMETER Or OAB, TO PROVIDE CONT. RAIL PATTERN <br />REMAINW. AREA TO BE S�-EATwm FROM IDEL. TOP <br />PLATE TO WORZONTAL BLOCKW� <br />SHEATHING - TOP OF LLIOCID FRAMED WALL To BE <br />STAC.C.ERED MIN. OF W,'FROM 614EET BELOW <br />INSTALL ALL SWEET$ wFAcE CkRAIN PARALLEL <br />TO STUDO <br />r,—,-EXT WALL.SHEATHING <br />A R C N I T E C T Sl <br />6 <br />Design <br />G r Wou pO.n2c.. <br />L7ol �I r1l � �O D, Z;1�2; 7 J1 <br />E <br />PH: 407-774-6078 <br />FAK 407-774-4079 <br />www.abdosigngroup.com <br />L AA #-. 0003325 <br />r a u m I V. a. MOM", <br />SILVERADO <br />LOT 30 <br />BLK 6 <br />"Gimpow <br />04128.000-03061 <br />MODM- <br />4EHB <br />"2605—HAYDEN" <br />GARAGM MVMG- <br />RIGHT <br />PAO& <br />misc. <br />DETAILS <br />1L..150 MPH EXP. Bodw <br />mm <br />rtm 11/09/170, <br />SCAXM 1/4�=V-O" <br />*am" <br />D2 <br />