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SECURE 2,1, MIN, 10 BLI, .1 111 �- <br />ANCHOR BOLT W1 2' WASWER SET <br />IN SMFSON HIGH STRENGTH <br />r"F'OX'y 4' EMEIED� <br />1.4 1:111 <br />FLAT T BLK <br />7 <br />W1 CUT NAILS. <br />1*1 SIDES; <br />W <br />2Xb GARAGE DOOR BUICK W/ (3) <br />YFX8 ' J-8OLT5 4' EMBEDMENT MIN. <br />W/ 2'x2'X)6 WASHER AND NUT <br />7- <br />SPACr0 EVENLY FROM FLOOR TO <br />GARAGE DOOR HDR. IN JOINT$ <br />PRIOR TO FILLING. <br />1_2X" PT BLOCK 0 CENTER OF <br />EADE WI(I)Y2* S'J-BOLTS <br />4- EMBEDMENT Wl 2'X2'),Y.- WASHER <br />AND NUT <br />A <br />El <br />GARAGE DOOR <br />(-,q`�BUCK -,ATTACHMENT <br />51-ALE: 1/2--1'-0- <br />[H- � - 1 11 <br />2X4X4'SECURE TO TRUSS <br />6,_8,Or <br />­ MAX TYr. <br />2X4 SECURE TO 2X4 BLK 1/2-12d <br />SECAIRE TO BLK W/ META-16 <br />2'-0" EXTENSION @ OPT SERVICE DR. <br />2X4 5EC11FED TO <br />GABLE END <br />WjI2A2d-EA. UPRIGHT <br />2X4 SEC"RED To <br />GABLE EW. W(2)12d <br />1 6 . -81 oC, <br />L-30 - <br />BLOCKING <br />12 x4 BL <br />.4 8 OCKWG <br />. EA. RAFTER <br />L-30 EA. <br />P'FTER <br />RA <br />�� ff <br />W25 EA. <br />,�A <br />RAFTER <br />2x4 RAFTER <br />.24'O.C. <br />(DIRAM�� <br />W I PRE-ENGTRJSSSSW/TRU5S <br />'o <br />CONNECT VERIFY UV <br />FRAMIW3 PLAN <br />— DOUBLE TOP PLATE <br />— CRIPPLE STUDS lr.'OZ- <br />MAX <br />STUD, BOTH SIDES or <br />OPENING. <br />2x STUDS 0 MAX W/ <br />SHEATHING. SHEATHING TO BE <br />W17HIN J' OF WINDOUW DOOR <br />OPEN] AND SECURE PER <br />W <br />FASTENER 51-HEDULE <br />KING STUDS (SEE MEADER <br />SPAN CHART FOR DETAILS <br />4110 OPECIlICATIONI <br />JACKS (SEE 14EADER SPAN <br />CHART FOR DETAILS AND <br />SPECIFICATION) <br />JACK STUD ArSEM5I­T TO BE <br />SECURED ONE PLY - A TIME. <br />USE 12d NAILS, TWO WIT14IN 6' <br />FROM EACH END 4 NO MORE <br />THAN 12' OC. STAGGERED <br />SPA OR WE, - TOP N <br />BOTTOM PLATES - EA. FULL <br />LEN= STUD, BOTH SIDES <br />OF NING, <br />SWEATWIW3 TO LAP TO TOP <br />OF MASONRY WALL. <br />SHEATHING MOT NOT <br />B14M 1'-4' MIN, FROM 2ND <br />TYP. EXTERIOR WINDOW/ DOO rLR. INE. <br />�QPENMG WD-FRAMED (W/FLOOR TRUSS) <br />SCALE: 1/2'-1'-0* <br />FASTENER SC�HEIDUL-E <br />ROOF DIAPH <br />USE OR 1/2' CDX PLY WITH -8 RING SWANK GUN NAILS AT 4'Or- AT <br />SUPPORTED PANEL EDGE& AND -8 RING 6144�1< CAN NAILS AT 6' O.C. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />ROOF 5HEATHIWG TO GABLE END FRAME <br />USE -8 GUN NAILS - 4' OC. <br />EXTERIOR SHEATHING <br />USE 1/16'OB.5. OR 1/2- PLY WITH -S RING SWAr4K GUN NAILS AT 6- OC. AT <br />PANEL SIDES AND 'S RING SWAN< GUN NAILS 4- O.C. TOP , 50TTOM <br />PANEL AND -0 RING SHAW, GUN NAILS AT 6* O.C� AT <br />INTEF"EDIATE SUPPORTS. SEE DETAIL. <br />NOT ; RIW <br />E SWANK GUN NAILS SMALL BE PERMITTED AS AN <br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER <br />NAIL REQUIIREMENTS <br />.,JEI HEAD J�B TOP CORD OCKING AT 4' <br />ROUND d LENGTH I D A- ITENSILE STR. <br />MODIFIE 2 3/8. 110000 <br />OR T Or. MAX. IN FIRST 2 FRAMING <br />S'Z <br />NOTE- NAILS TO 8 Mr.. BY MEMBER OF INT- <br />STAPLE , NAIL 4 TOOL ASSOCIATION <br />INK 01 TER <br />.W NCMnSWANK 01 <br />3. 1& To 20 RIW -Q21 0 R SHAW DIAMETER <br />� PER <br />5.2 INCH NAIL LENGTH <br />ROOF 5HEATHIN6 LAYOUT <br />AND ENDWALL 5RACINIS <br />FOR GzA5LE END FRAMINrz <br />rj-� STICK BUILT WALL DETAIL <br />SPACES AT EACH END. <br />RAFTER OR TRJ555 <br />ROOF SIHEATWING-� <br />SW 77� <br />IDA <br />5JILzING-LENGTH <br />SPS - EA. STUD TOP A <br />[BOTTOM <br />PRE-ENG TRUSSES WfrRUS6 <br />CONNECTOR UP TO -1,000 <br />UPLIFT <br />DOUBLE TOP PLATE <br />2.8 5 05 - V. OC. MAX W1 <br />SWEAT ING. SWEATWIWS TO BE <br />LUITW[N J' OF: WINDOW/ DOOR <br />OPENING AND SECURE PER <br />FASTENER SCHEDULE <br />(2) STUDS, (2) JACK5 - EA. <br />SIDE OF OPENING <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY - A TIME. <br />USE 12'd NAILS, TWO WITHIN 6' <br />FROM EACH END 4 NO MORE <br />THAN 12' O.C. STAGGERED <br />WINDOW SILL WCRIPPLES <br />16, or_. <br />D A ANCHOR BOLT <br />It <br />T 16'O.C. MAX WITH 1* <br />EMB DMENT AND 2' <br />DIA WASHER <br />SfMPSON MSTAM-24 - EA. <br />JACK, SECURED w/(3) Y, x I <br />3/4' TAPCONS TO CMU <br />W/MIN. 2' COVER 4 2' APART <br />2X8 P.T. BOTTOM PLATE <br />�WINDOW OPENING <br />4 2-STORY -WALL <br />­­ —1-- <br />T.1 <br />I <br />z <br />ILI <br />Q <br />TYP. EXT. SWEATHIrG ATTACHMENT <br />FOR WALL SWEATWIW. (095 TO BE <br />STRUCTURAL GRADE) <br />NOTE. TYP. EXT. 5WEATWING ATTACHMENT <br />FOR SHEAR 4 UPLIFT (O�SB. TO BE STRUCTURAL <br />GRADE) CONNECTORS FROM STUD TO PLATE ARE <br />NOT REQUIRED EXCEPT - OPENINGS <br />$9 <br />2X4 DBL. TOP PLATE <br />2X4 STUD Ir.' Or-, <br />1/16' OS13. <br />1/2' AB- W/ MIN. <br />7 EMBEDMENT <br />LOCATE &*-&'FROM ENDS <br />AND 32* OC. MAX. <br />TEXTURED FINISH <br />META-16 <br />S'alU WALL <br />KNEE WALL DETAIL <br />TO BLOCK <br />SCALE: 1/2--l'-0- <br />SECURE 2. TO BLOCK <br />111 (2) J' TAPCONS OR <br />DRIVE FIN <br />(M. ... SIZE J45) <br />ITHIN S' OF E <br />Dk- X <br />END AND 10' AC44 <br />MA <br />SPArING, OC MAX <br />OR <br />OSJ5. SHEATHING OR <br />COX PLYWOOD <br />2.4 BLOCKS <br />CMU WALL <br />C." RING SHAW, GUN NAILS <br />6' O.C. IN FIELD <br />TYP. EXT. SHEATHING ATTACHMENT FOR ROOF <br />SHEATHING (OSB. TO BE STRUCTURAL GRADE) <br />10 2' DECK SCREWS - 6'-S' <br />OC, MAX - EDGES 4 12- O.C. <br />MAX IN FIELD. UNTHREADED <br />SWANK TO EXTEND BEYOND <br />THICKNESS OF SUB -FLOOR <br />SHEATHING <br />TYP " 3/4' TkG SUB -FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />_S <br />sj�IN� rA-� ECTION <br />Lr <br />:�Q <br />PRE-ENG. TRJS6 <br />OBL. 2X TOP PLATE 9 <br />I/Icll OzB. <br />2X BLOCKING <br />TOP OF <br />OS I- <br />2X STUDS V�l OC- MAX. <br />2X 5TM, PLATE <br />314' FLOOR DECKING::! <br />PFE- ENGINEERED <br />FLOOR TRUSS <br />2X4 - TOP <br />4 E50TTOM CONT. <br />WETA-Ir. <br />BLK WALL I <br />(DCONTINUCU5 5WEATWIW. TO BEGIN AT TOP OF: SLK <br />W1 I/4'GAl- FROM BILK TO O.SJ5. <br />HORIZONTAL 2X SPF. STI;bJCTURAL BLOCKING AT <br />F ERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN <br />REMAINIWS AMA TO BE SHEATHED FROM D5L. TOP <br />PLATE TO HORIZCNTAL BLOCKING. <br />SWEATHIW. . TOP OF WOOD FRAMED WALL TO BE <br />STAG4' ERED MIN- OF 16' FROM SWEET BELOW <br />INSTALL ALL SWEETS WFACE GRAIN PARALLEL <br />TO STUDS <br />@)E�A ��E�T�HIIIG <br />SC L�L <br />E <br />A R C H IT EC T 8-1 <br />6 <br />m I n <br />G r2o MOE.. <br />I'S <br />6 <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />�.abdesigngroup.=Tl <br />AA #: 0003325 J <br />0 <br />E�o <br />I SUBDIV. &ac LWO <br />SILVERADO <br />LOT 1 <br />BLK 1 <br />IpImoj=T# <br />04128.000-01001 <br />MODRU <br />4EHI3 <br />"2605-HAYDEN" <br />GAMAGE OWING: <br />RIGHT <br />PAGIC: <br />misc. <br />DETAILS <br />�150 MPH EXP. B <br />ARCHFECT: <br />STATE OF FLOR <br />at"t <br />PFttNT <br />DA*M: 09/20/16 <br />/� 1�— 0 <br />8CAI.M 1/4"=I'—O" <br />8*1r.= <br />I D 22j' <br />