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F <br />DOUBLE 2x TOP <br />rLM <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 />VAR�ES \_ 2x BOTTOM PLATE W/ (1) 1 Old @ 8" <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. <br />-------SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR <br />(SEE SCHEDULE) <br />DOUBLE 2x4 SPF. #2 <br />TOP PLATE <br />2 2x S.P.F. STUDS @ 16" O.C. <br />SINGLE 2x CONT. TOP <br />S S <br />DOUBL <br />Top P, <br />x S_ P.1 <br />PLATE W/ (2) 12d INTO <br />TRUSS ABOVE <br />2x CLOSURE WALL W1 <br />STUDS @ 16" O.C. W/ <br />(2) 10d TOENAILS T&B <br />AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />STUD W/ (3) 1 Old NAILS <br />PLATE W/ (2) 12d 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 />EDGES & 8" O/C FIELD <br />USP SPT22 @ EA. STUD <br />2x P.T. PLATE <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W1 8" EMBEDMENT <br />8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 90A HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />12 <br />(Typ) SEE ELEV. <br />USP SPT24 @ EA. STUD <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />BLOCKING (TYP.) <br />ROOF TRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <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 />GENERAL NOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />ZSEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />-VENTOR2NDFLOOR <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 />L <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 <br />DRAIN <br />WALL CLEAN -OUT rA <br />SCALE: N.T.S. <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 FOR CONCRETE PLACEMENT <br />STD. 96HOOK J <br />8" 8" <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 />NOTES: <br />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 />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 />WIDTH OF OPENING VARIES 411 —FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR <br />1/2"X9 1/2" PLYWOOD, BLOCK WALL ABOVE. <br />SCRAP MATERIAL—, <br />Uj <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 />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />MOUNTING BASE SHOWN <br />IN POSITION GARAGE ENTRY FORM DETAIL <br />x6 MOUNTING BASE SCALE: N.T.S. <br />8x8xl 6 C.M. U. GARAGE DOOR TRACK MOUNTING BRACKET <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />CONNECTION ASSEMBLY <br />GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL 1�4 <br />%%610 <br />SCALE: N.T.S. N' —o� <br />I-, POURED CONCRETE BASE FOR lBoTrom OF MOUNTING BASE <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 />EXTERIOR <br />WALL <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING --- q <br />1 ST COARSE 2ND COARSE I 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 />MASONRYLAYOUT rD <br />SCALE: N.T.S. � �4 <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 />BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. <br />@ EACH END WALL <br />DOOR STOP <br />MOLDING <br />2�< z' <br />2x TOP PLATE 2 U) GARAGE <br />\�2 DOOR <br />-16d NAILS @ 24" O.C. OR Z/// I <br />-1— EQUAL TO TRUSS BOTTOM 2 x 6 P.T. <br />/ CHORD OR BLOCKING I <br />2x STUD @ 24" V <br />O.C. MAX. <br />FPROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE EQUAL @ 12" O.C. <br />(= AlIZI CnD STAGGERED FROM BOT. <br />PLATE TO CONCRETE �Wwl A I I 1�111% <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 NOW <br />BEARING WOOD FRAME WALL J TYPICAL GARAGE DOOR BUCK (K <br />SCALE: N.T.S. � �4 SCALE: N.T.S. � �4 <br />2x CRIPPLES @ — <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />1 Od 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 />(2) <br />(1) US 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 />(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER <br />(1) 2x SILL PLATE W/ (2) <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 W1 MP3 CLIPS <br />EACH SIDE <br />2x STUDS TYP. <br />USP HTT16 TYP. U.N.O. SEE N/S4 <br />** HOLD DOWN CONNECTIONS <br />NOT REQUIRED @ BEARING <br />WALLS NOTED WITHOUT UPLIFT <br />�-P.T. BOT. PLATE <br />WALL HEADER DETAIL <br />SCALE: N.T.S. <br />-USP SPT4 SPT24] <br />2X STUDS @ 24" O.0 <br />P.T. <br />ATE <br />SEE TYPICAL WALL SECTION <br />12 <br />(TYP-) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) <br />DOUBLE 2"x4" S.P.F. TOP PLATE <br />7/8" STUCCO FINISH PER ASTIM C. 926 <br />APPLY 3 LAYERS W1 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 />BLOC/KING <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 />IL <br />USP HTA20 @ EA. STUD <br />L <br />MAIN SPAN <br />MOISTURE BARRIER <br />ROOF TRUSS <br />UPLIFT CONNECTOR <br />8"X8"Xl 6" K.O. BLOCK W1 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 1 Od @ 3" O.C. (114 <br />NAILS TOTAL) EA. SIDE OF <br />SPLICE STAGGERED <br />1 Od @ 8" O/C <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLICE� <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL <br />SCALE: N.T.S. <br />F= 2240 LBS <br />USP <br />USP SPT4� SPT241 [FUSP SPT4 <br />2X TOP PLATE <br />X\ OVERLAPPING <br />\-NAILED <br />INTO <br />1 Od NAILS @ 6" <br />TRANSOM <br />STAGGERED <br />TRANSOM FRAMING <br />FRAMING <br />SEE SECTION AA/Sl <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />USP SPT22 <br />J-BOLTS @ 24" O.C. <br />SpT4 <br />USP SPT4 - <br />MAX <br />RECESS <br />LINTEL <br />��Sp <br />2X P.T. PLATE <br />2X8 P.T. BOTTOM PrTE <br />\F � I- I <br />\-5/8"x10""J" BOLT@ 24"O.C. M <br />USP C (MIN. (2) PER BOTTOM PLATE) <br />SPT24] <br />us <br />SP <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />RECESS <br />LINTEL <br />\-NAILED INTO <br />TRANSOM <br />F MING <br />USP_ <br />SPT2 <br />USP <br />SPT4 <br />2X8 P.T. BOTTOM <br />nD PLAT I E I I <br />L5/8"xlO" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER B01TOM PLATE) <br />ROOFTRUSSABOVE <br />F 2X BLOCKING <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 />-MASONRYWALL <br />10d NAILS@ 4" 10d NAILS @ 6" O.C. <br />STAGGERED <br />TRANSOM FRAMING <br />BEYOND. <br />LPLYWOOD <br />PLYWOOD FASTENED TO TRUSSES 0 SHEATHING <br />ITH 8d COMMON WIRE NAILS @ 4" <br />O/C BOUNDARIES 6" O/C EDGES <br />& 8" O/C FiELD <br />,—PLYWOOD <br />SHEATHING <br />MASONRY -- <br />WALL BELOW —,_5/8"X10"J-BOLTS@24"O.C. <br />P MAX. (MIN. (2) PER BOTTOM <br />T4 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. � �4 <br />Q) <br />C <br />U <br />C: CZ <br />4- <br />0 <br />(Z Cf) <br />E <br />Q) 0) <br />4- <br />E Mo coo <br />M <br />U <br />0 r" 00 <br />�; c," f �_ E <br />LO <br />Ul <br />o 0 <br />M <br />C: C') <br />LL M <br />-E <br />C\j 0 <br />0 1 c) ` <br />(D <br />0 <br />C ao CD <br />:3 0 00 <br />00 <br />0 a <br />U5 < <br />L0 <br />0 <br />'T <br />0 <br />A I <br />N C B D C <br />C <br />P <br />6 <br />00 <br />0 <br />< <br />crZ <br />tz t <br />< <br />?5 6 <br />76 <br />IUL CD C> <br />CD <br />0 <br />To the best of the engineer's knowledge 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 />raw ng. <br />Q) U') <br />0 6 <br />> r11% CD <br />M CD <br />co rz, <br />ru <br />0 <br />> <br />4-1 <br />z <br />a) ro <br />W <br />LLj <br />_j fa <br />Ln (1) <br />L n <br />mi <br />z <br />LLI <br />0 z <br />ce 0� 0 <br />ED LL <br />LU <br />00 <br />LU < Lz, <br />'� �- 2: 0 <br />I 0 (.5 <br />, z < <br />�Z_ . -Zc 80 02: 0'� <br />1= <1 LzL' 9 Z7 <br />C:) <br />�R � b a,: LIL, <br />Q� <br />Lr) <br />0- U <br />'CL ::) 3: 8 LO <br />0 l_ 0 <br />- W 0 <br />8 0 D LLJ C\1 <br />0. 0 z @ <br />LLI Z: z <br />LLJ <br />C:) <br />0_1 �7. <br />T__1 <br />> <br />U-) <br />0;� <br />LU i_- �: <br />< <br />< <br />C<" z- -, co, <br />LU 0 <br />LL' q 00: <br />i.- LL <br />0 <br />LL, <br />z 8, E <br />0c) <br />LU L. .0 02 =01 2 <br />(D -J - <br />< < U F <br />F- LU <br />0 2: <br />1 <br />L L 20 L>L <br />9 8 __j <br />LU 0 LL Z <br />LU <br />LU <br />--� t� zo co, <br />U-) <br />< <br />U*) u_ z <br />0 <br />z < <br />_j LU <br />< <br />F_ <br />c) <br />U_ <br />z <br />- - <br />LU <br />> <br />Ln <br />z <br />0 <br />SCALE <br />AS NOTED <br />PLOT DATE 03/31/2011 <br />VERSION NO. <br />1000 <br />JOB NO: 11-0441-0444 <br />SHEET NO. <br />S4 <br />