Laserfiche WebLink
SECURE 2.6 MIN. TO BLK W/ (2)h' <br />ANCHOR BOLT W1 2' 11"I-EIR SET <br />IN SIMPSON MIG44 STRENGTH <br />EPDXY 4' EMBED. <br />Ei im__m_R m ��_ r.1 �� m U <br />SEOM 2x4 C <br />FLAT TO SLK <br />W1 CUT NAILS. <br />SIDES. <br />2X& GARAGE DOOR BUCK UP (3) <br />)iW' J-60LTS 4' EmsEomENT milt <br />W/ 2'x2A>eYf WASHER AND NUT <br />SPACED EVENLY FROM FLOOR TO <br />GARAGE DOOR HD IN POINTS <br />PRIOR TO FILLING. <br />I.2X6 PT BLOCK - CENTER OF <br />DOOR HEADER WI(l))FXS' J-SOLTS <br />4' EMBEDMENT W1 2'X2'Xy.' WASHER <br />AND NUT <br />MANUFACIUREWS INSTALLATION INSTRUCTIONS WHERE <br />SUCH INSTRUCTIONS ARE MORE STRINGENT <br />GARAGE DOOR <br />(_o"�BUCK ATTACHMENT <br />\�� SCALE, 1/2'-1'-0' <br />2X4X4'5E <br />b'_s' O.C. MAX Typ� <br />2X4 SECURE TO 2X4 BILK W/2-12d <br />SEC.PPtE TO SLK W/ I-STA-16 <br />;2' ENSION 0 OPT SERVICE DR. <br />G>EEA��� <br />NOT USED <br />HEADER SIZE PER <br />SPAN CWART. <br />\'OOR/ <br />U14DM <br />PRE -ENO TRUSSES W/ TRJ5$ <br />C,C"eCTOR VERIFY W/ <br />FRAMING PLAN <br />DC)USLE TOP PLATE <br />CRIPPLE 8=6 - 16' O.C. <br />MAX <br />SIMPSON LSTA-12 . EA,JACK <br />STUD, BOTH SIDES OF <br />OPENING. <br />2x STUDS * 16' OC. MAX W1 <br />SHEATHING. SHEATHING TO BE <br />WITHIN 11 OF WINDOW/ DOOR <br />OPENING AND SECURE PER <br />FASTENER SCHEDULE <br />KING STUDS (SEE HEADER <br />SPAN CWART FOR DETAILS <br />AND SPECIFICATION) <br />JACK$ (SEE HEADER &PAN <br />C44ART FOR DETAILS AND <br />SPECIFICATIOW <br />JACK STUD ASSEMBLY TO IN <br />SECURE', ONE PLY - A TIME - <br />USE t2d NAILS, TWO WIT14IN 6' <br />FROM EACH END A NO MORE <br />THAN 12'O.C, STAGGERED <br />SP4 OR W5 - TOP AND <br />BOTTOM PLATES - EA. FULL <br />LENGTH STUD, BOTH SIDES <br />OF OPE)NINS, <br />SHEATWW. TO LAP TO TOP <br />OF MASONRY WALL. <br />SHEATHING MUST NOT <br />BREAK V-4'MIN, FROM 2ND <br />TYP. EXTERIOR WINDOW/ DOOR rLPQ_ LINE. <br />OPENING. I&RAMED (W/FLOOR TRUSS) <br />SCAL <br />FASTENEE-Ft 8QHE=-E>UL.E <br />Rcop DIAPHRAGM <br />USE Vla, OSS. OR 1/2' COX PLY WITH % RING, SHANK CAN NAILS AT 4' O.C. AT <br />SUPPORTED PANEL EDGES AND 'S RING SHANK, CAN NAILS AT V OZ. AT <br />INTERMEDIATE SUPPORTS SEE DETAIL. <br />PROOF SWEATHIN6, TO es—1 E END FRAME <br />USE 08 CAN NAILS . 4'O.C. <br />EXTERIOR SWEATWINS <br />USE OR V2' PLY WITH -8 RING SHAW, GUR "Ll AT 6' OC' AT <br />PANIEL SIDES AN NAILS 4' OC. TOP 4 BOTTOM <br />- SHANK C <br />AND .8 RIW <br />PANEL AND 'a RING. SHAW, GJN MAIL$ AT 6' Of-'. AT <br />INTERI'IEDIATr SUPPORTS SEE DETAIL. <br />NOTE: RW. SWANK GUN NAILS $HALL BE PERMITTED AS A14 <br />Ar <br />'CEPTABLE FASTENER FROM ANY MANUFACTURER <br />NAIL RE(2U1REMENT$ <br />�IZE I g�j'lffll TENSILE STIQ <br />'00" oz. MAX. N mRsT 2 FRAMING. <br />IF IE5I 1913 TOP OORD BLOCKING AT 4' <br />NOTE- NAILS TO BE IMFG. BY ME OF INT. <br />STAPLE, NA L 4 TOOL AMIA71ON <br />:W NaJINAL SHAW, DIAMETER <br />R OF 0012 R 844ANK DIAMETE <br />3. 16 TO 20 RINGS PER INCH <br />4.02so I V-STE <br />S. 2 INCH NAIL LENGTH <br />ROOF 6HEATHING LAYOUT <br />AND ENDWALL BRACING <br />FOR GABLE END FRAMING <br />SPACES AT EACH END. <br />RAFTER OR <br />PROOF: $WEATWW. <br />iBUILDING LENGTH <br />(_1 `� STICK BUILT WALL DETAIL <br />1 In <br />11 <br />11 <br />111, 1 <br />SPS - EA STUD TOP A <br />BOTTOM <br />PRE-Ew. Tmisms W/rRuss <br />I_IEADER� CONNECTOR UP TO -1000 <br />UPLIFT <br />CCUBLE TOP PLATE <br />SIMPSON MOTA-24 0 EA. JACK <br />2x8 STUDS - 16' OjC. MAX LLV <br />SHEATHING. SHEATHING TO BE <br />WITHIN J' OF WINDOW DOOR <br />I- 48� OPENING AND SECURE PER <br />FASTENER 5CHEDULE <br />(2) STUDS, (2) JACK$ . EA <br />wice OF OPENING <br />JACK STUD ASSEMBLY TO BE <br />SECUITSD ONE PLY - A TIME <br />USE r2d NAILS. TWO WIT14IN <br />F.ROM r <br />=ACW END 4 NO MOPE <br />THAN 12' 0-C. ST­�RED <br />WINDOW SILL WICRIPPLES <br />16, O.C. <br />DIA ANCHOR BOLT <br />T 16' OC. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA. WASHER <br />all MSTAM-24 - EA. <br />SPECIFIED ANCHONS, <br />JACK SECURED W/ <br />— 2XS P.T. BOTTOM PLATE <br />�WINDOW OPENING <br />4 2-STORY WALL <br />T <br />TYIP. EXT. SHEATHING ATTACHMENT <br />FOR WALL SHEATHING (OSS TO BE <br />STPRLICTUFRAL GRADE) <br />�IQTE - TYP EXT. V-EATWING ATTAC44MENT <br />FOR SWEAR 4 UPLIFT (O.SS. To BE STRUCTURAL <br />GRADE) CONNECTOMS FROM STUD TO PLATE ARE <br />NOT REQUIRED EXCEPT - OPENINGS <br />TRUSS <br />1/16'06S. <br />2X4 <br />ISTM. <br />PL.1 <br />M2X4015L.TOPPLATE <br />2X4 STUD 16'0. <br />117OS.B. <br />2 A.S. W1 MIN. <br />I. EMBEDMENT <br />LOCATE &'-S'FROM ENDS <br />AND 32' OC. MAX <br />JU-Z-1.X-- FINISH <br />MTS-12-V <br />META -lb <br />32' OC'� MAX. <br />a' CMU WALL <br />PRE-ENGINEERED <br />TMSS <br />KNEE WALL DETAIL <br />rp'�. TO BLOCK <br />2. TO BLOCK <br />'TAPCON6 <br />I SIZE.,: <br />SEC. I J') <br />VOF E <br />MAX <br />PLYWOOD <br />LL <br />ro—\ ARCH WINDOW FRAME (A\,SECTION <br />C, SHAW, GUN NAILS <br />VOt. IN FIELD <br />TO BE STRUCTURAL GRADE� <br />'e 2* DECK SCREwa - W-ell <br />O.C. MAX - EDGES 4 12' OC_ <br />MAX IN FIELD, UNTWIREADED <br />-SHANK TO EXTEND BEYOND <br />TWICKNr <br />zSS C; SUB_FLOOR <br />SHEATHING <br />TYP. 3/4' T&M SUB -FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />PRE-EW. TRUSS <br />DSL. 2X TOP PLATE <br />1/16'0.6115. <br />2X BLOCKING 0 <br />TOP OF <br />,'*' 0.6m. <br />2X STUDS IS, CZ. MAY, <br />2X 5TM. PLATE <br />3/A' FLOOR DECKING <br />PRE- ENGINEERED <br />PLC -OR TRUSS <br />2X4 0 TOP 4 <br />BOTTOM 0". <br />W? (W 12d NAILS <br />BILK. WALL J--*- <br />(D CONTINUOUS SHEATHING To BEGIN AT Top or aLK <br />W/ 1/4' GAP FROM 5L.K. TO OA.B. <br />HORIZONTAL 2X SPP. STRUCTURAL BLOCKING AT <br />PERIMETER Or 0.615. TO PROVIDE CONT. NAIL PATTERN <br />REMAINING AREA TO BE SWEATWED FROM DEIL. TOP <br />PLATE TO HORIZONTAL BLOCKING, <br />SWEATHING . TOP OF WOOD FRAMED WALL TO BE <br />STAGGERED MIN. OF 19" FROM 944EET BELOW <br />INSTALL ALL OWEETS W/FACE GRAIN PARALLEL <br />TO STUDS <br />EXT. WALL SHEATHING <br />"l <br />F-A R C 11 IT EC T S <br />G r2ms, <br />gn <br />o qljo..! <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774,6078 <br />FAK 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />Enum"v' as xovil <br />SILVERADO <br />LOT 32 <br />L 9� <br />OT 6 <br />jpRo"=T# <br />04128.000-03261 <br />4EHB <br />"2605—HAYDEN" <br />GARAGE BWMG- <br />RIGHT <br />]PAGE: <br />misc. <br />.DETAILS <br />150 MPH EXP. B <br />A <br />IV I <br />RDIT <br />DATM 11/08/17 <br />BCALIM 1/4"=V-0" <br />mismuT <br />D2 <br />