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DOUBLE 2x TOP <br />PLAT- <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 />2x BOTTOM PLATE W/ (1) 10d @ 8" <br />VARIES 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 <br />SEE TYPICAL WALL SECTION <br />(TYp) <br />SEE ELEV. <br />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 <br />(2) 10d TOENAILS T&B <br />AS REQ'D <br />2x BLOCKING @ MID <br />•� <br />POINT EVERY OTHER <br />`+ <br />STUD W/ (3) 10d NAILS <br />CRICKET AS REQUIRED <br />N SINGLE 2x CONT. BASE <br />PLATE W/ (2) 12d TO <br />TRUSS BELOW <br />BLOCKING (TYP.) <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 />2x P.T. PLATE <br />• <br />ROOF TRUSS <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />8"16" K.O. BLOCK W/ 1 #5 CONT. <br />MOISTURE BARRIER <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 90^ HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />SCALE: N.T.S. <br />MOUNTING BASE NOT SHOWN <br />FOR CLARITY SEE DETAIL <br />K/S4 <br />SEAT FOR BLOCK IS POURED <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />TROWEL FINISH SEE <br />GENERALNOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />1/2" MINIMUM CEMENT FINISH <br />STANDARD 3" DIA. TEE <br />THREADED 3" DIA. EXTENSION <br />SCREW OFF CAP (3" DIA.) <br />FOR CLEAN -OUT <br />MIN. EXTENSION FROM <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 />VENT OR 2ND FLOOR <br />TYPICAL C.M.U. WALL <br />3/4" FURRING STRIPS <br />1/2" GYPSUM BOARD <br />W/ DRYWALL SCREWS <br />@ 8" O.C. OR 4d <br />DRYWALL NAILS <br />TO DRAIN <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 / <br />8" STD.91YHOOK <br />LINTEL 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 />—�H <br />_ <br />—__� _ <br />— <br />- <br />—_. - <br />- - <br />-==-- <br />NOTES: <br />1J 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 />0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />OPENINGS LESS THAN OR EQUAL TO 6'-0" 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 />G <br />S4 <br />WIDTH OF OPENING VARIES 4" <br />FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR <br />1/2"X9 1/2" PLYWOOD <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />I/ <br />J <br />FORM CREATES CONCRETE RECESS TO <br />2x4 (NOM.) <br />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 />PRODUCT MEETS THE SHAPE AND <br />DIMENSIONS OF THIS DRAWING.) <br />MOUNTING BASE SHOWN <br />IN POSITION <br />GARAGE ENTRY FORM DETAIL <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />C.M.U. <br />GARAGE DOOR <br />TRACK MOUNTING BRACKET <br />j <br />�8x8x16 <br />GARAGE DOOR ROLLER <br />; > GARAGE DOOR TRACK <br />CONNECTION ASSEMBLY <br />� � <br />' <br />GARAGEFLOOR <br />j� <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />SHED FORWARD THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />7 5/8" 8" 7 5/8" 8" 7 5/8" 8" <br />INTERIOR <br />WALL <br />GL <br />EXTERIOR <br />WALL <br />1 ST 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 rD <br />SCALE: N.T.S. �'!4 <br />2x TOP PLATE <br />2x STUD @ 24" <br />O.C. MAX. <br />2x P.T. PLATE - <br />SEE A/S3 FOR <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING CL <br />VERTICAL JAM <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 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. <br />@ EACH END WALL <br />DOOR STOP <br />w MOLDING <br />�z a <br />\ T N GARAGE <br />2-16d NAILS @ 24" O.C. OR DOOR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING 2 x 6 P.T. <br />PROVIDE P.A.F. NAILS OR <br />EQUAL @ 12" O.C. <br />STAGGERED FROM BOT. <br />DOOR TRACK <br />REINF. INFO. PLATE TO CONCRETE 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 />'I <br />2x CRIPPLES @ - <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <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 />V - 4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) USP LSTA30 <br />4' - 9' <br />(2) <br />(3) <br />(2) <br />1 (2) <br />(1) USP LSTA30 <br />9' -16' <br />(3) <br />(3) <br />(2) <br />(3) <br />(2) USP LSTA30 <br />FLAT STRAPS PER CHART ABOVE <br />** HOLD DOWN CONNECTIONS <br />NOT REQUIRED @ BEARING <br />WALLS NOTED 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"x10" OR <br />GREATER HEADER <br />t <br />` (2) 2x HEADER SEE PLAN <br />S4 <br />INTERIOR HEADER <br />BOX HEADER <br />(1) 2x SILL PLATE W/ (2) <br />ONLY <br />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 NA <br />** HOLD DOWN CONNECTIONS <br />Op�00,4 <br />FN/NC, <br />NOT REQUIRED @ BEARING <br />WALLS NOTED WITHOUT UPLIF <br />P.T. BOT. PLATE <br />WALL HEADER DETAIL Q <br />SCALE: N.T.S. S4 <br />USP SPT4 SPT24 <br />FF <br />LISP 11 <br />2X STUDS @ 24" O.C. <br />O <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />P.T. <br />ATE <br />USP SPT <br />O <br />SEE TYPICAL WALL SECTION <br />12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />(TYP) 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 />- <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 />• <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 />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />SCALE: N.T.S. <br />TOP SPLICE <br />2 ROWS 10d @ 3" O.C. (14 <br />NAILS TOTAL) EA. SIDE OF <br />2q„SPLICE STAGGERED <br />N <br />7-rM <br />J <br />c a • . _ 1 od @ 8" O/C <br />PLATE LENGTHS MUST BE BOTTOM SPLICE <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL (Aii <br />L <br />SCALE: N.T.S. S4 <br />F= 2240 LBS <br />USP <br />USP SPT4 SPT24 C USP SPT4 <br />IF <br />2X TOP PLATE <br />OVERLAPPING <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />C <br />USP <br />SPT24 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />USP— <br />SPT22 <br />USP <br />SPT4 <br />INTO 10d NAILS @ 6" <br />TRANSOM FRAMING STAGGERED <br />USP SPT22 <br />USP SPT4 USP SPT4 -,-BOLTS @ 24" O.C. <br />MAX <br />2X P.T. PLATE <br />2X8 P.T. BOTTOM Fir <br />1 <br />E <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />ROOF TRUSS ABOVE <br />2X BLOCKING <br />�(2)16d TOE NAILS <br />EA. BLOCKING <br />2X8 WALL ABOVE <br />ENTRY <br />• <br />K.O. BLOCK W/(1) <br />#5 CONT. & <br />FILLED <br />5/8"X10" J-BOLTS <br />@ 2'-0" O.C. <br />C <br />MASONRY WALL <br />-USP SPT4 <br />10d NAILS @ 4" A 10d NAILS @ 6" O.C. <br />STAGGERED STAGGERED <br />TRANSOM FRAMING <br />o o BEYOND. <br />X. N <br />PLYWOOD <br />PLYWOOD FASTENED TO TRUSSES o E SHEATHING <br />WITH 8d COMMON WIRE NAILS @ 4" S4 <br />O/C BOUNDARIES 6" O/C EDGES B <br />& 8" O/C FIELD <br />PLYWOOD <br />SHEATHING <br />MASONRY <br />WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. <br />SPT4 <br />2X8 P.T. BOTTOM <br />PLATE <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />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 rR <br />1 <br />SCALE: N.T.S. <br />L <br />N <br />N <br />a) <br />v <br />_ � <br />L <br />vi E It <br />co (1) <br />CV <br />N 4_1� <br />M 0 <br />O I. co <br />O 0) <br />2 0 0 <br />-a)f>3 <br />vNj <br />-rovw <br />M cq � O <br />0 <br />0) a)a) r M N <br />f4 <br />0 � M a)N O <br />N <br />ra00) <br />' a00 <br />RONU <br />gat; <br />0) <br />0 <br />A.Ic <br />N C B D C <br />0*s" <br />T, <br />B <br />D® <br />+ M ♦ <br />t%F <br />i��,,,,jjY <br />N O ^ <br />v <br />La -2 <br />yy��. <br />ill v: <br />a'� ••yl,' Q W .Y <br />i•••c, <br />' <br />���� <br />F®/f74i;1O11 <br />To the best of the engineer's knowledge and <br />understanding, the structural plans and <br />specifications comply with the 2007 Florida <br />Building Code, Residential with 2009 revisions <br />signed and sealed for the structural portion of this <br />drawing. <br />O <br />N <br />M <br />Ln <br />Z � M <br />0 6 <br />no <br />j C:) <br />Q e �M <br />> <br />ra a ''_ -2 a' <br />ID <br />•L n <br />d' <br />H LL <br />L.� r <br />n <br />+ Z�'`� <br />Z Z <br />W.J <br />C <br />Jo(V <br />� N <br />L V <br />oC <br />Z <br />Z <br />LU <br />o z <br />wLLOCC <br />J <br />w m z z G IL <br />��-xLnu00 <br />1 <br />F-0rz<0 <br />LI <br />��� <br />zaa <br />?W~z <br />M <br />7--� <br />z in a w <br />aaUIX00o <br />04"0�e0 <br />v ~ O <br />10 <br />d 0= Z <br />1 <br />rl <br />W <br />� <br />0 <br />J <br />aoa <br />w F— <br />U <br />C1L <br />O <br />a Z 0 <br />w000a <br />EAmo <br />r <br />V <br />O <br />EO0"''~ <br />za��z Z <br />z <br />Q <br />w 0 Z O= O <br />J <br />I --I <br />J <br />CO <br />4 J <br />F- � w <br />oa�<ac� <br />5?> o a <br />w <br />wW0u-zQ <br />D<a-w2o0o <br />aQ <br />1211�1 <br />a:u-z <br />`n`joza <br />� Y w <br />as~� <br />Z <br />Mtjo <br />> <br />O <br />g <br />z <br />J <br />SCALE <br />AS NOTED <br />PLOT DATE : 01 / 21 / 2011 <br />VERSION NO. <br />1000 <br />JOB NO: 11-0055-60 <br />SHEET NO. <br />S4 <br />