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(2) 2x6 OR (2) 2x8 <br />P PLATE SEE <br />N <br />f <br />(2) 2x HEADER TO SIT <br />2x6 / 2x8 WALL BEYOND <br />FLUSH TO THE OUTSIDE <br />SEE PLAN FOR HEADER <br />SEE PLAN FOR SIZE <br />CONNECTION <br />2x DEAD WOOD @ MID <br />POINT w/ (3)12d <br />TONEAILS SPACED <br />^�� <br />DOUBLE 2x TOP V <br />EVENLY <br />PLATE —7 <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 <br />SCALE: N.T.S. S4 <br />12 <br />SEE TYPICAL WALL SECTION <br />(TYp) 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 />` <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 />(3) 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) 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 />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 />W/ 8" EMBEDMENT <br />8"X8"X16" 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 />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 />BLOCKING (TYP.) <br />\--ROOF TRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <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 2 1/4" <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 />1•. k <br />WALL CLEAN -OUT A <br />SCALE: N.T.S. 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) #5 FOR CONCRETE PLACEMENT J <br />o <br />° <br />d <br />° � d <br />8" STD. WHOOK g" <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 />O 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 />O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />® OPENINGS LESS THAN OR EQUAL TO 6-0" 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 4, <br />FORM CONCRETE INSET TO <br />1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR <br />SCRAP MATERIAL BLOCK WALL ABOVE. <br />J <br />r W <br />> <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 />2x6 MOUNTING BASE <br />�8x8x16 C.M.U. GARAGE DOOR----. <br />GARAGE DOOR ROLLER <br />CONNECTION ASSEMBLY <br />.,, GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />-TRACK MOUNTING BRACKET <br />\ GARAGE DOOR TRACK <br />SCALE: N.T.S. d ° ° <br />e ° <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 />SOLID AREAS ARE ❑ <br />❑ STEEL AND GROUT ❑ ❑ <br />INTERIOR <br />WALL -\ ❑ ❑ ❑ <br />FF <br />(I ` DOOR OPENING DOOR OPENING <br />EXTERIOR A7L <br />❑ <br />WALL ❑ ❑ ❑ <br />❑ ❑ ❑ <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 D <br />SCALE: N.T.S. 54 <br />VERTICAL JAM <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING —Ct <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 />W/ 2-16d TOE NAILS NOT TRANSFER LOAD. <br />r(BLOCKING <br />EACH END WALL <br />4 d d <br />° DOOR STOP <br />W v 4 <br />U d ° MOLDING <br />=r z a <br />2x TOP PLATE GARAGE <br />V2-16d <br />NAILS @ 24" O.C. OR DOOR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING 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 EQUAL @ 12" O.C. <br />SEE A/423 FOR STAGGERED FROM BOT. <br />PLATE TO CONCRETE """' � " <br />REINF. INFO. W/MOUNTING ANGLE <br />° d 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 />SF Ow <br />T�� <br />N <br />2x CRIPPLES @ — <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />USP SPT4 w/ (6) <br />10dx1Y2"@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 />1 (3) <br />(2) <br />(2) <br />(1) USP LSTA30 <br />9' -16' <br />(3) <br />(4j <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"x10" OR <br />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/; <br />** HOLD DOWN CONNECTIONS <br />Op�00,Q NOT REQUIRED @ BEARING <br />FNi,I,G WALLS NOTED WITHOUT UPLIF <br />P.T. BOT. PLATE <br />WALL HEADER DETAIL K*Q <br />SCALE: N.T.S. S4 <br />—USP SPT4 SPT24 <br />2X STUDS @ 24" O.C. <br />A I <br />SEE TYPICAL WALL SECTION <br />12 <br />PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />(TYP) SEE ELEV. <br />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 . I/ <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 />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 />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />SCALE: N.T.S. <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 />. V&,, SPLICE STAGGERED <br />ATTACH ALL --' <br />EXTERIOR STUDS <br />W/ 4816d 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. c A <br />F= 2240 LBSUSP <br />�7�t <br />USP SPT4 SPT24 C SP SPT4 <br />2X TOP PLATE <br />�\ OVERLAPPING <br />ROOF TRUSS ABOVE <br />/— 2X BLOCKING <br />/8"x10" "J" BOLT <br />@ 24 O.C. MAX. <br />INTO <br />10d NAILS @ 6' <br />(2) 16d TOE NAILS <br />MIN. (2) PER <br />TRANSOM <br />STAGGERED <br />EA. BLOCKING <br />BOTTOM PLATE <br />TRANSOM FRAMING <br />FRAMING <br />SECTION <br />X P.T. <br />SEE SECTION AA/S1 <br />PLATE <br />AND BB/S1 FOR <br />2X8 WALL ABOVE <br />ADDITIONAL DETAILS <br />ENTRY <br />SP SPT22 <br />K.O. BLOCK W/(1) <br />USP SPT4 <br />SP SPT4 USP SPT4 <br />-BOLTS @ 24" O.C. <br />#5 CONT. & <br />RECESS <br />MAX <br />FILLED <br />LINTEL <br />5/8"X10" J-BOLTS <br />2X P.T. PLATE <br />@ 2'-0" O.C. <br />a ° <br />° <br />MASONRY WALL <br />A <br />a 2X8 P.T. BOTTOM P ATE <br />C <br />p <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />B <br />C <br />(MIN. (2) PER BOTTOM PLATE) <br />USP <br />C <br />USP SPT4 <br />SPT24 <br />SP SPT4 <br />10d NAILS @ 4" <br />10d NAILS @ 6" O.C. <br />STAGGERED <br />A <br />STAGGERED <br />TRANSOM FRAMING <br />0 o BEYOND. <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />PLYWOOD <br />TRANSOM FRAMING <br />PLYWOOD FASTENED TO TRUSSES <br />o <br />rE SHEATHING <br />SEE SECTION AA/S1 AND <br />WITH 8d COMMON WIRE NAILS @ 4" <br />S4 <br />BB/S1 FOR ADDITIONAL <br />O/C BOUNDARIES 6" O/C EDGES <br />B <br />DETAILS <br />& 8" O/C FIELD <br />USP <br />PLYWOOD <br />SPT22 <br />SHEATHING <br />MASONRY <br />RECESS <br />SP <br />WALL BELOW <br />5/8"X10" J-BOLTS @ 24" O.C. <br />LINTEL <br />SPT4 <br />USP <br />MAX. (MIN. (2) PER BOTTOM <br />SPT4 <br />PLATE) <br />v <br />d <br />ALTERNATE: <br />4 <br />1 <br />5/8" DIA. ATR EPDXIED <br />° <br />2X8 P.T. BOTTOM <br />MIN. 6" INTO BOND BEAM <br />PLATE <br />@ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY rR <br />5/8"x10" "J" BOLTS @ 24" <br />O.C. MAX. <br />SCALE: N.T.S. <br />54 <br />(MIN. (2) PER BOTTOM PLATE) <br />U� <br />zM <br />o <br />_ <br />z(D <br />z� <br />Q <br />OJ <br />t/) (D <br />Q) <br />C—/:) <br />w <br />�U — <br />w <br />0 <br />m <br />� <br />0 <br />Cl) <br />too <br />'— <br />n N <br />C)(DM <br />w <br />c� N M <br />N 6 M <br />all 6 — U <br />0.20 <br />C 1L 00 <br />y <br />W <br />o co <br />05 n. 8 <br />Y <br />Q°v� <br />rnQo <br />A1 <br />D® <br />NCBDC <br />IfB <br />CV <br />N 0 <br />N <br />� <br />}c' O <br />.0 <br />Cq O V <br />�✓ <br />lu <br />o~ix <br />�N- <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 />ON <br />z <br />0�1� <br />I> ro <br />M <br />QU)f0L0 <br />a � .L <br />L- U- <br />Q Ln <br />Q <br />� U 00 <br />Q � <br />� <br />z cv <br />WLU <br />�t- <br />oz <br />Wu- o <br />LLJmZZa <br />LLJ <br />zQ0 <br />zrQoQ <br />_ Z z <br />W z <br />Lai U) <br />� 0 <br />0. <br />�o <br />C:)Uf- <br />apZp <br />O <br />L0 <br />[V <br />L0 <br />J <br />Boa <br />< vz <br />�\ <br />080 <br />O <br />Q <br />Q <br />�8Z E <br />z <br />^^ <br />I..L <br />W z z��z <br />d5 <br />Uj <br />aaD< <br />oo�Xa� <br />> <br />LU <br />o2>a <br />w O uXoz a <br />:D < D On <br />Inaowa <br />DC <br />0 <br />oM <br />he LU <br />Q 0— <br />�- <br />cl, <br />M <br />z <br />> <br />p <br />z <br />J <br />a <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />13n22 <br />JOB NO: 17-5171 <br />SHEET NO. <br />S4 <br />