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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 <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 />DOUBLE 2x TOP <br />EVENLY <br />PLATE —� <br />2x BLOCKING @ EACH END W/ 10d @ <br />" O.C. FROM EACH HEADER FACE <br />O BLOCKING <br />(2) 2x HEADER <br />W'VARIES <br />PER PLAN <br />2xBOTTOM PLATE W/ (1)10d @ 8" <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. 14 <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 />(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. 90^ 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 />L-ROOF TRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />G—SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <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 />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 Wi (1) #5 FOR CONCRETE PLACEMENT <br />MANIM <br />1111111 <br />• - <br />.•. � � � • • <br />�� <br />_ <br />. • . • • • <br />—_ I�i! <br />iiil�' <br />■■III <br />III■■ <br />�1i91 <br />1911� <br />■■III <br />lid■■ <br />�Iltl <br />IIII� <br />■■III <br />I��■■ <br />�IIII <br />--- <br />NOTES: <br />Q 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 />Q3 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" FORM CONCRETE INSET TO <br />1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />MOUNTING BASE SHOWN <br />IN POSITION <br />—2x6 MOUNTING BASE <br />-- L <br />G <br />S4 <br />J <br />�\\NEEEE\\, <br />�a <br />r tJJ <br />T O <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 />GARAGE ENTRY FORM DETAIL <br />SCALE: N.T.S. <br />-TRACK MOUNTING BRACKET <br />\GARAGE DOOR TRACK <br />J(;ALt: N. I.S. a <br />d a a BOTTOM OF MOUNTING B <br />POURED CONCRETE BASE FOR <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 />m <br />7 5/8" 8" 7 5/8" 8" 7 5/8" 8" <br />INTERIOR <br />WALL <br />GL <br />EXTERIOR <br />WALL <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" 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. S4 <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING -(j <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 />USS BOTTOM CHORD OR 2x4 <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />LBLOCKINGW/ 2-16d TOE NAILS <br />NOT TRANSFER LOAD. <br />EACH END <br />° WALL <br />° ad DOOR STOP <br />w <br />° d ° MOLDING <br />Q <br />�? a <br />� <br />CO <br />2x TOP PLATE v- <br />GARAGE <br />2-16d 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 />DOOR TRACK <br />REINF. INFO. PLATE TO CONCRETE <br />W/MOUNTING ANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />° <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 />SF p�NpO� <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 />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 />(2) <br />1 (3) <br />1 (2) <br />(2) <br />(1) USP LSTA30 <br />9' -16' <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"x10" OR <br />GREATER HEADER <br />1 (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 />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 />2X STUDS @ 24" O.C. <br />/8"Al 0" "J" BOLT <br />@ 24" O.C. MAX. <br />N. (2) PER <br />BOTTOM PLATE <br />SECTION 2X P.T. <br />PLATE <br />SPT4 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />/ / - <br />a° a <br />USP SPT <br />° a <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 />SEE TYPICAL WALL SECTION <br />12 <br />(TYP-) SEE ELEV. <br />PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <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 <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 />BLOCKIN7(.) <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 />. If& SPLICE STAGGERED <br />• �10d @ 8" 0/C <br />ATTACH ALL J <br />EXTERIOR STUDS <br />W/ (4) 16d TOENAILS <br />TO TbP 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 />US <br />USP SPT4--, QDP d—I nC r-rUSP SPT4 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />USP <br />SPT24 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />USP_ <br />SPT22 <br />USP <br />SPT4 <br />C <br />INTO <br />TRANSOM <br />FRAMING <br />rSP SPT22 <br />SPT4 IUSPSPT4 <br />2X TOP PLATE <br />OVERLAPPING <br />--10d NAILS @ 6" <br />STAGGERED <br />J-BOLTS @ 24" O.C. <br />MAX <br />-2X P.T. PLATE <br />i <br />2X8 P.T. BOTTOM P TE <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />SP SPT4 C <br />ROOF TRUSS ABOVE <br />/— 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 />C <br />MASONRY WALL <br />10d NAILS @ 4 10d NAILS @ 6" O.C. <br />STAGGERED A STAGGERED <br />0 o TRANSOM FRAMING <br />BEYOND. <br />/ <br />PLYWOOD <br />PLYWOOD FASTENED TO TRUSSES o E SHEATHING <br />WITH 8d COMMON WIRE NAILS @ 4" $4 <br />O/C BOUNDARIES 6" O/C EDGES B <br />& 8" O/C FIELD <br />SPT4 <br />PLYWOOD <br />MASONRY SHEATHING <br />WALL BELOW 5/8"Xl0' J-BOLTS @ 24" O.C. <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"1 <br />SCALE: N.T.S. <br />U �_ <br />Z M <br />0 <br />® o <br />N <br />Q <br />Z <br />Cz <br />to <br />4✓ ur <br />is p <br />U — <br />1° <br />w <br />0 <br />i^� <br />cn = <br />0 <br />o Cl <br />v <br />W <br />t— <br />—tg <br />MID <br />w ce) co <br />C W co <br />E2MQ <br />0oo <br />0) <br />U N <br />L IL00 <br />O Y t` <br />� Y <br /><C rn <br />to O � <br />0. <br />0)< o <br />A 1 <br />NCBYDC <br />�LIIIII Ifill <br />N <br />C9 <br />�few34 • •' <br />>b(� 0 <br />`cd�, <br />ccate• <br />> - <br />LL <br />11 El <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 />1! <br />0 <br />ON <br />z <br />0�1� <br />�>U-) M O <br />M <br />Q Ln O Ln <br />z <br />Ln <br />L_ <br />Q U_ <br />CL <br />�,- . <br />oC U a � <br />Q <br />z <br />WLU <br />J 0 <br />d- <br />oZ <br />jR <br />za <br />fa <br />air <br />(y�oo <br />Ew= <br />wz <br />z <br />y0-0 <br />p[0-L0J <br />LU <br />mce <br />ho <br />L <br />oZ <br />Tp <br />� <br />> <br />V • <br />fZ <br />a <br />M <br />cz <br />G <br />_0 <br />' <br />p <br />a <br />U <br />= <br />fu <br />W <br />o <br />J <br />C?; <br />UO <br />ej m <br />N <br />N <br />LJJ <br />Z<o¢ <br />Q <br />� <br />U'9¢ <br />H O w <br />0, 90 <br />Z <br />t-i <br />Cyw <br />d o � <br />JLn <br />Lij <br />owo <br />2�F` <br />,—I <br />2:Q <br />Q <br />z <br />¢WZ <br />Z <br />L <br />v; <br />J Z <br />m <br />g <br />LU <br /><z <br />Uj <br />rn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FGUZMAN <br />VERSION N0. 10 <br />SHEET NO. <br />S4 <br />