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DOUBLE 2x TOP <br />PLATE ----i <br />2x BLOCKING @ EACH END W/ 10d @ <br />4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />PER PLAN <br />VAk(2) 2x HEADER <br />112x BOTTOM PLATE W/ (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 <br />SEE TYPICAL WALL SECTION <br />(TYpj 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 />,;.�—POINT EVERY OTHER <br />`+ STUD W/ (3)10d NAILS <br />CRICKET AS REQUIRED <br />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 />EDGES & 8" O/C FIELD <br />-- <br />USP SPT22 @ EA. STUD <br />2x P.T. PLATE <br />�OOFTRUSS <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 />MOISTURE BARRIER <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 9V HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL rF� <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 />DRYWALL NAILS <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 2 1/4' n n <br />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 1 <br />■■I�I��I�I�I�Ii■I�!_4�1®■ <br />PLAN) - - . • • <br />OPENING�I ,N. ...•• <br />■■IIICONT.OPENINGS <br />III■■ <br />' <br />II <br />MEN <br />lid■■ <br />IIIIIlII�� <br />■ <br />H <br />IIINN <br />1111� <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 />Q2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />OPENINGS LESS THAN OR EQUAL TO VI 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 />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 />qJ <br />e <br />\\\ffiN\0\\`, <br />T <br />T <br />0 <br />FORM CREATES CONCRETE RECESS TO <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 />FOR CLARITY SEE DETAIL <br />MOUNTING BASE SHOWN <br />IN POSITION <br />K/S4 <br />GARAGE ENTRY FORM DETAIL <br />SEAT FOR BLOCK IS POURED <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />�8x8x16 C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />TROWEL FINISH SEE <br />71 <br />GENERALNOTES <br />SLOPE FORWARD <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />FOR DRAINAGE <br />CONNECTION ASSEMBLY <br />`' GARAGE FLOOR <br />.. <br />TRAVEL DIRECTION OF ........ :....... <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />a <br />EE PLAN FOR FOOTING <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E <br />DIMENSIONS <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />` <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 />INTERIOR <br />WALL <br />Irt <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" DOORJAMB WALL IS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRY LAYOUT rD <br />SCALE: N.T.S. S4 <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 <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 />WALL <br />w <br />U <br />d <br />DOOR STOP <br />MOLDING <br />In <br />� <br />2x TOP PLATE <br />�2-16d <br />GARAG <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 />—PROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE <br />EQUAL @ 12" O.C. <br />SEE A/S3 FOR <br />STAGGERED FROM BOT. <br />DOOR TRACK <br />REINF. INFO. <br />PLATE TO CONCRETE <br />W/MOUNTING ANGLE <br />a <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 <br />TYPICAL GARAGE DOOR BUCK K <br />SCALE: N.T.S. S4 <br />SCALE: N.T.S. S4 <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 />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIZE <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 />1 (2) <br />1 (3) <br />(2) <br />(2) <br />(1) USP LSTA30 <br />(3) <br />(3) <br />(2) <br />(3) <br />(2) USP LSTA30 <br />USP SPT4 SPT24 <br />2X STUDS @ 24" O.C. <br />8"x10" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE P T <br />FLAT STRAPS PER CHART ABOVE SECTION <br />PLATE <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 />2x CRIPPLES @ GREATER HEADER <br />16" O.C. W/ (2)12d <br />TOENAILS TB <br />(2) 2x HEADER SEE PLAN <br />S4 INTERIOR HEADER <br />10d NAILS @ 8" 1) 2x SILL PLATE W/ (2) <br />O/C TYP. BOX HEADER ((1) TOENAILS. <br />ONLY DOUBLE 2x EXTERIOR HEADERS <br />CRIPPLE STUD (1) 2x SILL PLATE W/ (2) <br />TYPICAL (U.N.O.) 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 NP <br />** HOLD DOWN CONNECTIONS <br />OpdOO,Q NOT REQUIRED @ BEARING <br />FN/iy0 WALLS NOTED WITHOUT UPLIF <br />P.T. BOT. PLATE <br />WALL HEADER DETAIL Q <br />SCALE: N.T.S. S4 <br />u1 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />G <br />dQ 4. <br />USP <br />79 <br />12 <br />"P•) SEE ELEV. <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 />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />DOUBLE 2"1 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 />BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) <br />O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIERIGIRDER TRUSS <br />USP HTA20 @ EA. STUD <br />MAIN SPAN <br />MOISTURE BARRIER ROOF TRUSS <br />UPLIFT CONNECTOR <br />8"16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL <br />W/ STD. 900 HOOK IN K.O. BLOCK <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E <br />SCALE: N.T.S. S4 <br />BUILT-UP COLUMN <br />SEE PLAN FOR MORE INFO <br />TOP SPLICE ° <br />2 ROWS 10d @ 3" O.C. (14 °°°° 18-10d NAILS <br />NAILS TOTAL) EA. SIDE OF <br />.?4. SPLICE STAGGERED <br />• ° ° 5/8"DIA. X 12" EPDXIED ATR <br />W/ MIN. 8" EMBEDMENT <br />. ' c @ " *MAX 5/8" W/ 5/8" W.A. W/ a/srq� 10d 8 O/C 51/2" MIN. EMBED <br />CF A <br />0 UPLIFT= 4290# (SPF / SYP #2) <br />PLATE LENGTHS MUST BE BOTTOM SPLICE <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL 6M <br />SCALE: N.T.S. S4 <br />F= 2240 LBS <br />SP <br />USP SPT4 SpT24 C SP SPT4 <br />TRANSOM FRAMING <br />SEE SECTION AA/SI <br />AND BB/Si FOR <br />ADDITIONAL DETAILS <br />USP <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />USP_ <br />SPT22 <br />//_SSP <br />PT4 <br />LINTEL <br />2X TOP PLATE <br />OVERLAPPING <br />INTO 10d NAILS @ 6" <br />TRANSOM STAGGERED <br />FRAMING <br />i-o <br />ROOF TRUSS ABOVE <br />F 2X BLOCKING <br />SP SPT22 - <br />SP SPT4 USP SPT4 -BOLTS @ 24" O.C. <br />MAX <br />2X P.T. PLATE <br />2X8 P.T. BOTTOM P TE C <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />C (MIN (2) PER BOTTOM PLATE) <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 />@ 2'1 O.C. <br />MASONRY WALL <br />SPT4 C <br />�10d NAILS @ 4" A 10d NAILS @ 6" O.C. <br />STAGGERED STAGGERED <br />TRANSOM FRAMING <br />0 o BEYOND. <br />PLYWOOD <br />r—PLYWOOD FASTENED TO TRUSSES 10 E SHEATHING <br />WITH 8d COMMON WIRE NAILS @ 4" 1 1 f$4 <br />O/C BOUNDARIES 6" O/C EDGES (;� <br />& 8" O/C FIELD <br />SPT4 <br />2X8 P.T. BOTTOM <br />PLATE <br />D <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />PLYWOOD <br />SHEATHING <br />MASONRY <br />WALL BELOW o 5/8-Xl0" J-BOLTS @ 24" O.C. <br />MAX. (MIN. (2) PER BOTTOM <br />o PLATE) <br />ALTERNATE: <br />5/8" DIA. ATR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />@ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY rR <br />SCALE: N.T.S. <br />W <br />O <br />C <br />•N <br />v <br />U) <br />0 <br />U <br />_ <br />a) m <br />N <br />E"�om <br />ro 70 <br />Oto <br />0 r, 00 <br />ai <br />N tlt �° iYl <br />_ 0 O <br />2 <br />fii � V <br />-p �mo <br />� <br />v <br />m <br />ICBM® <br />r0 <br />0) <br />L M Y <br />O0.00 <br />U <br />El <br />0 0 CO <br />u,a^ <br />0`) zt <br />0 <br />A <br />B <br />0 <br />Da <br />ncB.nc <br />/# <br />LL <br />LL do <br />`Q 7 <br />° /5A <br />lebg- <br />To the best of the engineer's knowledge and <br />understanding, the structural plans and <br />specifications comply with the 2007 Florida <br />Building Code, Residential with 2009 revisions <br />signed and sealed for the structural portion of this <br />drawing. <br />1 <br />O <br />'- M <br />tV M <br />Z � cln <br />0 O <br />�M O <br />N <br />Q •L M <br />Q O O <br />z <br />Ce L <br />z <br />Z <br />UjJ <br />O cC <br />to <br />L V <br />Q <br />Z <br />LU <br />WU_o <br />J <br />LU <br />W 00 Z z fY <br />MO <br />w <br />Z S a U <br />a <br />�--I <br />C)pEfizw, <br />rxzzz <br />I <br />M <br />M38o <br />Ix <br />o�goZo <br />. ■ . <br />i2IJ <br />o <br />,—t <br />Iko <br />TO <br />Z <br />r�l <br />a <br />O <br />w zo <br />o <br />aZ <br />Q <br />z <br />W <br />ao���� <br />W <br />C)r- <br />sz <br />g'o$ <br />O <br />,--I co <br />' <br />LU <br />C)u_ <br />Z <br />> <br />~ <br />g <br />z <br />� <br />a <br />SCALE <br />AS NOTED <br />PLOT DATE: 07 / 08 / 2011 <br />VERSION NO. <br />1000 <br />JOB NO: 11-0958-0961 <br />SHEET NO. <br />S4 <br />11� I I � I I T T 1 n _ 1 7 r. �1 ---- IF, <br />