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(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />1/2" MINIMUM CEMENT FINISH <br />(2) 2x HEADER TO SIT <br />2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE <br />STANDARD 3" DIA. TEE <br />SEE PLAN FOR HEADER SEE PLAN FOR SIZE <br />THREADED 3" DIA. EXTENSION <br />CONNECTION <br />SCREW OFF CAP (3" DIA.)—� <br />2x DEAD WOOD @ MID <br />FOR CLEAN -OUT <br />POINT w/ (3)12d <br />MIN EXTENSION FROM <br />77 5/8" 88" 7 5/8" 8" <br />I <br />SOLID AREAS ARE ❑ <br />DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ <br />EVENLY WALL IS 1 1/2" MAXIMUM <br />PLATE INTERIOR <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ <br />FACE OF BLOCK WALL IS 21/4" <br />2x BLOCKING @ EACH END W/ 10d @ <br />0 4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />(2) 2x HEADER <br />PER PLAN <br />vARIE9 2x BOTTOM 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. S4 <br />12 SEE TYPICAL WALL SECTION <br />(TYp) SEE ELEV. 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 />SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B <br />NAILS AT EACH STUD 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 />SIMPSON SP1 w/ (10)10d <br />NAILS AT EACH 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 />GENERAL NOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />BLOCKING (TYP.) <br />L-ROOFTRUSS <br />PLIFT CONNECTOR (SEE SCHEDULE) <br />OISTURE 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 />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 />7 5/8" 8" <br />TO DRAIN CL -- DOOR OPENING — DOOR OPENING <br />EXTERIOR <br />WALL CLEAN -OUT rT <br />WALL ❑ ❑ ❑ <br />SCALE: N.T.S. S4 ❑ ❑ <br />1ST COURSE 2ND COURSE 3RD COURSE <br />REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE <br />SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE <br />MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D <br />S4 SCALE: N.T.S. S4 <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK WI (1) #5 FOR CONCRETE PLACEMENT 7 <br />�li�!il <br />I�ili�lk'!�I�I�■ <br />!!��I■■ <br />. • <br />� � • • <br />rffi <br />V <br />Ilk !ill <br />—I <br />■■ill' <br />ill■■■■■■■■ <br />�IIII <br />1111 <br />■ <br />lII <br />lid <br />_ <br />I <br />■ <br />11 <br />_II <br />■■I�� <br />I_I_!_0 <br />IIIl <br />_ <br />�TIII <br />— <br />NOTES: <br />1Q 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 />Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />(D SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />® OPENINGS LESS THAN OR EQUAL TO 6'4- 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 />96 3/8" <br />88" <br />71" <br />58" <br />41" <br />34" <br />WIDTH OF OPENING VARIES 4" <br />FORM CONCRETE INSET TO <br />112"X9112" PLYWOOD CREATE A SOLID BASE FOR <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />UJ <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 />MOUNTING BASE SHOWN <br />IN POSITION GARAGE ENTRY FORM DETAIL <br />2x6 MOUNTING BASE <br />i <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. 4 a <br />n 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 />10" <br />6 3/4" <br />31/2"- <br />SF�p �O�L <br />�N <br />2x CRIPPLES @ —� <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />SIMPSON SP4 w/ (6) <br />10dx11/2"AT EA <br />STUD (USE SP6 FOR <br />2x6 WALL, USE SP8 <br />FOR 2x8 WALL) <br />10d NAILS @ 8" <br />O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING <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 />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />NOT TRANSFER LOAD. <br />2x6P. <br />J-BOLT <br />TRACK <br />BRACKET <br />W/MOUNTING ANGLE <br />FOP <br />3 <br />GARAGE <br />iOOR <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL GARAGE DOOR BUCK K <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 />SIMPSON <br />1'-4' <br />(1) <br />(2) <br />1 (1) <br />2) <br />(1)LSTA30 <br />4'-9- <br />(2) <br />) <br />(2) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />(3) <br />±(4) <br />(2) <br />1 (4) <br />12) 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"xl0" OR <br />GREATER HEADER <br />(2) 2x HEADER SEE PLAN <br />• INTERIOR HEADER: <br />S4 (1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER e EXTERIOR HEADERS: <br />ONLY (1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />• OPENING LARGER THAN 4 FT: <br />(2) 2x SILL PLATE w/ SIMPSON <br />LS30 wl (6)10d x 1 1/2" EACH <br />SIDE <br />2x STUDS TYP. <br />Op00 SIMPSON HTT4 TYP. <br />F��NG U.N.O. <br />4 HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />P.T. BOT. PLATE BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL rQ_,�� <br />SCALE: N.T.S. S4 <br />12 <br />Z7.) <br />SEE ELEV. <br />SIMPSON SP2 w/ (12)10d <br />NAILS AT EACH STUD \may <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR (SEE <br />SCHEDULE) <br />DOUBLE 2"x4" S.P.F. TOP PLATE <br />7/8" STUCCO FINISH PER ASTM <br />C. 926 APPLY 3 LAYERS W/ <br />TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS <br />3/8" THICK EACH. 3RD LAYER <br />1/8" THICK OVER WATER <br />RESISTIVE BARRIE <br />TRUSS BOTTOM CHORD OR 2x4 <br />BLOCKING W/ 2-16d TOE NAILS <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET AS <br />@ EACH END <br />FASTENED TO TRUSSES WITH 8d <br />REQUIRED <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING ( ) <br />a <br />O/C FIELD <br />a. <br />2x TOP PLATE <br />2X4 PT STUDS @ 16" O.C. <br />2-16d NAILS @ 24" O.C. OR <br />(2) 2X4 PT STUDS UNDER HIP <br />EQUAL TO TRUSS BOTTOM <br />CARRIER/GIRDER TRUSS <br />= _ = <br />CHORD OR BLOCKING <br />SIMPSON HETA20 w/ (8)10dxl 1/2" <br />2x STUD @ 24" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />O.C. MAX. <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />LMAIN <br />PROVIDE P.A.F. NAILS OR <br />IN KO BLOCK AT EA. STUD <br />SPAN <br />2x P.T. PLATE <br />EQUAL @ 12" O.C. <br />ROOF TRUSS <br />STAGGERED FROM BOT. <br />MOISTURE BARRIER <br />UPLIFT CONNECTOR <br />SEE AIS3 FOR <br />PLATE TO CONCRETE <br />SEE INFO. <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. 900 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 2 ROWS 10d @ 3" O.C. (14 <br />SPLICE NAILS TOTAL) EA. SIDE OF <br />SPLICE STAGGERED <br />' Mitt <br />ATTACH ALL <br />EXTERIOR STUDS <br />W/ (4) 16d TOENAILS <br />TO 70P PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <br />OVER STUD <br />AT LEAST 4'-0" LONG. TYPICAL <br />TOP PLATE SPLICE DETAIL M <br />SCALE: N.T.S. S4 <br />F= 2240 LBS <br />SIMPSON SIMPSON SIMPSON C <br />SP4 SP2 SIMPSON SP4 gP2 <br />2X STUDS @ 24" O.C. <br />/8"00" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION P.T. <br />PLATE <br />SP4 <br />SIMPSON <br />SP4 —� <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />INTO <br />- <br />TRANSOM <br />TRANSOM FRAMING <br />FRAMING <br />SEE SECTION J/SS <br />AND K/SS FOR <br />ADDITIONAL DETAILS <br />SIMPSON <br />SP1 <br />SIMPSON <br />SIMPSC <br />SP4 <br />SP4 <br />�LINTELS <br />SIMPSON <br />SP2 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP1 SIMPSON <br />RECESS S 4PSON SP4 <br />LINTEL ii <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL <br />SIMPSON SP4 <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 />SCALE: N.T.S. S4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />(4565# SPF) <br />I (5645# SPF) <br />I (6970# SPF) <br />S (9335# SPF) <br />N. 8" <br />'OXIED A.T.R. <br />I & NUT <br />OXIED A.T.R. <br />I&NUT <br />�XIED A.T.R. <br />I&NUT <br />ROOF TRUSS ABOVE <br />2X BLOCKING <br />2X81P.T. BOTTOM P I TE� <br />C <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) C <br />SIMPSON <br />SP4 <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 />MASONRY WALL <br />10d NAILS @ 4" A 10d NAILS @ 6" O.C. <br />STAGGERED STAGGERED <br />TRANSOM FRAMING <br />0 o BEYOND. <br />-PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES o E SHEATHING <br />& 8" O/C FIELD S4 <br />B <br />• SIMPSON SP4 w/ (6) 10d x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE PLYWOOD <br />SP8 FOR 2x8 WALL) SHEATHING <br />• SIMPSON SP2 w/ (12) 10d NAILS MASONRY <br />• SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. <br />MAX. (MIN. (2) PER BOTTOM <br />2X8 P.T. BOTTOM -' <br />PLATE <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <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 />REV. 06.24.22 SCALE: N.T.S. S4 <br />M <br />C%4 <br />0 <br />N <br />co <br />a v <br />i C W <br />>_ t C <br />G <br />C fIS-N <br />o a! x <br />WO 4-4 <br />i •� <br />N <br />W <br />d <br />=,`° <br />E <br />a <br />v <br />v� <br />\0111lirrur�,�,�� <br />� <br />S <br />,xy ' C;(- 2fbo, •fit <br />CP <br />OF <br />'. '•• L.� <br />.•' <br />or <br />�-. <br />rf�liP/tt t (' 4lttt.\1\�•\\. <br />To the best of the Engineers knowledge, information and belief. <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. . <br />g <br />� C <br />V yM, A Ao <br />N � <br />.4 u <br />kLL a <br />z a <br />11 <br />Wt0`~� ° <br />W tn�ajO' <br />coz � a <br />L <br />N OU <br />W oa <br />z N <br />to z <br />� LL <br />LU <br />0 u, g <br />to c <br />�tn <br />t0 '- <br />x_ <br />. <br />10. <br />c 2 <br />N <br />M <br />(h <br />� <br />g <br />U <br />;E <br />I[9 ra <br />E <br />W14 K <br />D ° <br />z <br />aOK <br />¢ g <br />rp <br />Cn <br />o <br />OM <br />z�� <br />> <br /><w <br />a <br />g <br />g <br />Is <br />W <br />a <br />LL <br />�w <br />�a <br />O <br />yLL <br />Ld a <br />=3 <br />a = <br />w <br />12 0 <br />> Lo <br />O <br />4* <br />0 <br />00 <br />co <br />O <br />^ <br />O <br />in <br />0 '2 <br />0 <br />.D N N <br />Ln <br />r0 <br />M (� <br />E O N �� <br />o <br />Z <br />C <br />a <br />E >u w v <br />U <br />c <br />Q p <br />JOB <br />NO : 22-12357 <br />SCALE : AS NOTED <br />SHEET NO. <br />S4 <br />