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(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />(2) 2x HEADER TO SIT <br />2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE <br />SEE PLAN FOR HEADER SEE PLAN FOR SIZE <br />CONNECTION <br />2x DEAD WOOD @ MID <br />POINT w/ (3)12d <br />DOUBLE 2x TOP TONEAILS SPACED <br />EVENLY <br />PLATE <br />HEADER FLUSH TO OUTSIDE OPTION <br />2x BLOCKING @ EACH END W/ 10d @ <br />4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />(2) 2x HEADER <br />PER PLAN <br />VARIES\-2xBOTTOMPLATEW/(1)10d@8" <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL 1 <br />SCALE: N.T.S. S4 <br />12 SEE TYPICAL WALL SECTION <br />(Np) SEE ELEV. PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR <br />(SEE SCHEDULE) <br />DOUBLE 2x4 SPF. #2 <br />TOP PLATE <br />2x S.P.F. STUDS @ 16" O.C. <br />SINGLE 2x CONT. TOP <br />PLATE W/ (2)12d INTO <br />TRUSS ABOVE <br />2x CLOSURE WALL W/ <br />STUDS @ 16" O.C. W/ <br />USP SPT24 @ EA. STUD (3) 10d TOENAILS T&B <br />AS REQ'D <br />-=PINT EVERY OTHER <br />,--,,---2x BLOCKING @ MID <br />} ST <br />4 UD W/ (3) Od NAILS <br />}} <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2)16d TO <br />TRUSS BELOW <br />1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d COMMON <br />WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C <br />=_== <br />EDGES & 8" O/C FIELD <br />-- <br />USP SPT22 @ EA. STUD <br />7BLOCKING (TYP.) <br />�ROOFTRUSS <br />2x P.T. PLATE <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />MOISTURE BARRIER <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 90A HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL <br />DETAIL <br />VENT OR 2ND FLOOR <br />1/2" MINIMUM CEMENT FINISH <br />TYPICAL C.M.U. WALL <br />STANDARD 3" DIA. TEE <br />3/4"FURRING STRIPS <br />THREADED 3" DIA. EXTENSION <br />1/2" GYPSUM BOARD <br />SCREW OFF CAP (3" DIA.) <br />W/ DRYWALL SCREWS <br />FOR CLEAN -OUT <br />@ 8" O.C. OR 4d <br />MIN. EXTENSION FROM <br />DRYWALL NAILS <br />EXTERIOR FACE OF BLOCK <br />WALL IS 1 1/2" MAXIMUM <br />EXTENSION FROM EXTERIOR <br />FACE OF BLOCK WALL IS 21/4" <br />IM, <br />WALL CLEAN -OUT rA <br />SCALE: N.T.S. S4 <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 <br />8STD. 90 HOOK 8., <br />BEAM W/ (1) #5 CONT. IN OPENINGS <br />GREATER THAN 6'-0" WIDE (U.N.O.ON <br />PLAN) <br />OPENING <br />FILLED CELL W/ (1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <br />LIELINTEL <br />I <br />LF <br />NOTES: <br />10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION <br />PORT <br />@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. <br />VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />® OPENINGS LESS THAN OR EQUAL TO 6'4" IN WIDTH DO NOT <br />REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />FLOOR PLAN. <br />TYPICAL FILLED LINTEL ASSEMBLY <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />S4 <br />WIDTH OF OPENING VARIES 4" <br />FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR <br />1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />Cr <br />\ T / <br />o <br />FORM CREATES CONCRETE RECESS TO <br />J <br />2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW <br />FOR WATER SHED. <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />MOUNTING BASE NOT SHOWN <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />MOUNTING BASE SHOWN <br />FOR CLARITY SEE DETAIL <br />IN POSITION <br />GARAGE ENTRY FORM DETAIL <br />K/S4 <br />SEAT FOR BLOCK IS POURED <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />-8x8xl6 C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />TROWEL FINISH SEE <br />GENERAL NOTES <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />SLOPE FORWARD <br />CONNECTION ASSEMBLY <br />FOR DRAINAGE <br />GARAGE FLOOR <br />TRAVEL DIRECTION OF ! ; <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />a a d <br />SEE PLAN FOR FOOTING <br />Na 0 BASE FOR BOTTOM OF MOUNTING B E <br />POURED CONCRETE B S <br />DIMENSIONS <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />P <br />SHED FORWARD THIS DRAWING. <br />SCALE: N.T.S. <br />S4 <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />7 5/8" 8" 7 5/8" 8" 7 5/8" 8" <br />I I <br />SOLID AREAS ARE ❑ <br />❑ STEEL AND GROUT ❑ ❑ <br />INTERIOR <br />WALL ❑ ❑ ❑ <br />CL DOOR OPENING DOOR OPENING <br />EXTERIOR J ❑ Fii� <br />WALL ❑ ❑ ❑ <br />❑FI-11- AV ❑ <br />1ST COARSE 2ND COARSE 3RD COARSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRY LAYOUT D <br />SCALE: N.T.S. S4 <br />VERTICAL JAM <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING -rt <br />5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE <br />FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />TRUSS BOTTOM CHORD OR 2x4 <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />BLOCKING W/ 2-16d TOE NAILS <br />NOT TRANSFER LOAD. <br />@ EACH END <br />17 <br />° � <br />WALL <br />° o <br />DOOR STOP <br />w 0 <br />z4f <br />Q <br />MOLDING <br />Z Q <br />d <br />2x TOP PLATE <br />V2-16d <br />GARAGE <br />NAILS @ 24" O.C. OR <br />DOOR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2 x 6 P.T. <br />2x STUD @ 24" `' <br />O.C. MAX. <br />ROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE EQUAL @ 12" O.C. <br />SEE A/S3 FOR STAGGERED FROM BOT. <br />PLATE TO CONCRETE -WWII Iv"'r` <br />REINF. INFO. W/MOUNTING ANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL j TYPICAL GARAGE DOOR BUCK K <br />SCALE: N.T.S. S4 SCALE: N.T.S. S4 <br />sr��N <br />FFp��w <br />2x CRIPPLES @ -� <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />USP SPT4 w/ (6) <br />10dx1y"@24" <br />O.C. <br />10d NAILS @ 8"— <br />O/C TYP. <br />DOUBLE 2x —� <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2" x 4" WALL <br />2" x 6" WALL <br />STRAPS <br />SIZE <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />EA END <br />EA END <br />EA END <br />EA END <br />1' - 4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) USP LSTA30 <br />4'- 9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) USP LSTA30 <br />(3) <br />(4) <br />(2) <br />(4) <br />(2) USP LSTA30 <br />FLAT STRAPS PER CHART ABOVE TO BE BENT <br />OVER TOP PLATE ** HOLD DOWN CONNECTIONS <br />NOT REQUIRED @ BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />2-ROWS 12d NAILS STAGGERED <br />@ 12" O/C EACH FACE OR <br />3-ROWS 12d NAILS STAGGERED <br />@ 12" O/C FOR 2"xl0" OR <br />1� GREATER HEADER <br />(2) 2x HEADER SEE PLAN <br />S4 INTERIOR HEADER <br />BOX HEADER (1) 2x SILL PLATE W/ (2) <br />ONLY 12d TOENAILS. <br />EXTERIOR HEADERS <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS. OPENING <br />LARGER THAN 4 ft (2) 2x <br />SILL PLATE W/ MP3 CLIPS <br />EACH SIDE <br />'--2x STUDS TYP. <br />USP HTT16 TYP, U.N.O. SEE N/S <br />** HOLD DOWN CONNECTIONS <br />Op'000iQ NOT REQUIRED @ BEARING <br />FNiNG WALLS NOTED WITHOUT UPLIFT <br />\-T. PLATE <br />WALL HEADER DETAIL Q <br />SCALE: N.T.S. S4 <br />-USP SPT4 SPT24 <br />2X STUDS @ 24' O.C. <br />A 1 <br />—y /8"x10" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION <br />2 <br />P <br />USP SPT4 <br />(P.T. <br />ATE <br />SEE TYPICAL WALL SECTION <br />12 PRE-ENGINEERED WOOD TRUSSES @ 24" 0/C <br />2TYP-)7yp) <br />SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) <br />DOUBLE 2"x4" S.P.F. TOP PLATE <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS <br />7/8" OVER METAL LATH. FIRST 2 <br />LAYERS 3/8" THICK EACH. 3RD LAYER <br />1/8" THICK. <br />--CRICKET AS REQUIRED <br />USP SPT24 @ EA. STUD <br />1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING (' <br />O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />- - - <br />USP HTA20 @ EA. STUD <br />MAIN SPAN <br />MOISTURE BARRIER <br />ROOF TRUSS <br />UPLIFT CONNECTOR <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />(SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL) <br />W/ STD. 90* HOOK IN K.O. BLOCK <br />- PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />PSPN516Z w/ (12)16d NAILS <br />TOP SPLICE <br />2 ROWS 10d @ 3" O.C. (14 <br />> NAILS TOTAL) EA. SIDE OF <br />48,SPLICE STAGGERED <br />N <br />�iti J <br />G . ' 10d @ 8" O/C <br />ATTACH ALL -' <br />EXTERIOR STUDS <br />W/ 4 16d TOENAILS <br />TO P PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL M <br />SCALE: N.T.S. S4 <br />F= 2240 LBS <br />USP <br />uor- or- 1 w <br />SPT24 <br />JY')r 14 <br />SP SPT22 <br />USP SPT4 <br />1 a <br />ST <br />- <br />M. <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SP SPT4 <br />a <br />2X8 P.T. BOTTOM Fir E <br />USP OC <br />u�r �r 1 ff <br />SPT24 <br />ar ar <br />t <br />U8 <br />SF <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />RECESS <br />LINTEL <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />USP <br />SPT22 <br />/ASP <br />/ SPT4 <br />a ° <br />as G G <br />nD <br />2X8 P.T. BOTTOM <br />PLATE <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />f4 <br />-10d NAILS 4" <br />SCALE: N.T.S. <br />2X TOP PLATE <br />OVERLAPPING <br />I NAILS @ 6" <br />4GGERED <br />30LTS @ 24" O.C. <br />kX <br />2X P.T. PLATE <br />C <br />ROOF TRUSS ABOVE <br />2X BLOCKING <br />0 <br />(2) 16d TOE NAILS <br />EA. BLOCKING <br />2X8 WALL ABOVE <br />ENTRY <br />K.O. BLOCK W/(1) <br />#5 CONT. & <br />FILLED <br />5/8"X10" J-BOLTS <br />@ 2'-0" O.C. <br />MASONRY WALL <br />10d NAILS @ 6" O.C. <br />STAGGERED A STAGGERED <br />TRANSOM FRAMING <br />BEYOND. <br />LPLYWOOD <br />E 'LYWOOD FASTENED TO TRUSSES ° SHEATHING <br />VITH 8d COMMON WIRE NAILS @ 4" S4 <br />)/C BOUNDARIES 6" O/C EDGES g <br />18" O/C FIELD <br />PLYWOOD <br />SHEATHING <br />MASONRY <br />P WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. <br />T4 MAX. (MIN. (2) PER BOTTOM <br />PLATE) <br />ALTERNATE: <br />5/8" DIA, ATR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />@ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY K"R <br />SCALE: N.T.S. S4 <br />O <br />zco <br />o <br />Z <br />Q <br />CL <br />z <br />cnn/i'' � <br />W <br />cn <br />.}� w <br />0 w <br />C <br />V) <br />l <br />E <br />o <br />� <br />in <br />co <br />�v' F <br />O o <br />U <br />m04 <br />a)04 <br />M <br />w <br />O) M <br />0.20 <br />_ <br />L U- co <br />C <br />0ci <br />O v <br />Y <br />Q <br />ur) <br />rn Q o <br />A 1 <br />B D® <br />"D <br />to <br />c�°�co <br />Z: °Ci <br />t <br />ems <br />_l <br />l Q. N O <br />;a Y <br />CC <br />Ul <br />60 <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />Z <br />O (3) I� <br />M- 4 4-J p <br />( M O <br />ro Ln <br />az cn�� <br />V) n <br />Q � LL � <br />V a00 <br />a <br />EE oo <br />J <br />Uj <br />S <br />oZ <br />O <br />Ln <br />Wo <br />Za <br /><Q <br />f� <br />u J < Y d <br />U4go <br />Z�z¢ <br />p w z <br />O N <br />W <br />MWo <br />OLn <br />L <br />y0 <br />¢U <br />N <br />0 <br />J < <br />U <br />_ <br />C <br />�x <br />< ° o <br />Y1:2 <br />0 <br />� <br />O <br />I- <br />x 0 6 <br />Yi2m� <br />a a <br />fV <br />Q <br />Zaoa <br />QJ <br />J <br />DC <br />Q <br />~<Z, <br />Q � W <br />f <br />5� 0 <br />Yo10 <br />Z <br />Z <br />W <br />Lr) <br />Q <br />J <br />�-{ <br />Lij <br />Q <br />tii <br />z <br />o W o <br />LL Y Q <br />Lr)Z <br />o <br />z <br />aJZ <br />Z <br />O <br />LIJ <br />2 <br />a0 <br />LU <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: ERAND <br />VERSION N0. 10 <br />SHEET NO. <br />S4 <br />