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(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />I1/2" MINIMUM CEMENT FINISH <br />(2) 2x HEADER TO SIT <br />12x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE <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 />SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM C. <br />CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 926 APPLY 3 LAYERS W/ TOTAL <br />2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d ❑ LATH.KNESS FIR T 2/8" OVER LA LAYERS 3/8" ETAL <br />THICK <br />POINT w/ (3) 12d DRYWALL NAILS SOLID AREAS ARE SOLID AREAS ARE - EACH. 3RD LAYER 1/8" THICK. <br />TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT STEEL AND GROUT <br />DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK CRICKET AS REQUIRED <br />PLATE WALL IS 1 1/2" MAXIMUM INTERIOR FULL 8x8x16 BLOCK <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL NAISIMLS <br />SON SP2 w/ (12)10d <br />FACE OF BLOCK WALL IS 2114" NAIL AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 <br />GL4DOOR OPENING DOOR OPENING DOOR OPENING -Ct 1/2" EXTERIOR GRADE SHEATHING @EACH ENDBLOCKING / 2-16d TOE NAILS <br />TO DRAIN FASTENED TO TRUSSES WITH 8d <br />2x BLOCKING @EACH END WI 10d @ <br />4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />(2) 2x HEADER <br />PER PLAN <br />VARIES 2x 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 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 "00000(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 />o 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 />o NAILS AT EACH STUD <br />0 <br />$ 2x P.T. PLATE <br />;t 5/8" x 10" "J" BOLT @ 24" O/C MAX <br />;z W/ 8" EMBEDMENT <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />3 1 #5 VERT. IN CONC. FILLED CELL W/ <br />m STD. 90" HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />VENT OR 2ND FLOOR <br />TYPICAL C.M.U. WALL <br />3/4" FURRING STRIPS <br />12 <br />(TYP.) SEE ELEV. <br />COMMON WIRE NAILS @ 4" O/C <br />EXTERIOR J <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING ) <br />7 v <br />WALL CLEAN -OUT <br />WALL El ❑ <br />O/C FIELD <br />Z <br />A <br />2x TOP PLATE <br />SCALE: N.T.S. <br />S4 <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 />1 ST COARSE 2ND COARSE 3RD COARSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />CARRIER/GIRDER TRUSS <br />SIMPSON HETA20 w/ (8)10dxl 1/2" <br />= _ = <br />CHORD OR BLOCKING <br />2x STUD @ 24" <br />REFER TO WINDOW PRODUCT APPROVAL <br />COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE <br />NAILS AT EA. TRUSS VERTICAL WEB <br />O.C. MAX. <br />SHEETS FOR INSTALLATION INFORMATION BY <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />PROVIDE P.A.F. NAILS OR <br />MANUFACTURER. <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />2x P.T. PLATE EQUAL @ 12" O.C. <br />TYPICAL SECTION THRU WINDOW <br />B <br />MASONRY LAYOUT rD <br />MOISTURE BARRIER <br />ROOF TRUSS <br />STAGGERED FROM BOT. <br />SEE A/S3 FOR PLATE TO CONCRETE <br />SCALE: N.T.S. S4 <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />UPLIFT CONNECTOR <br />(SEE SCHEDULE) <br />REINF. INFO. <br />° <br />S4, <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL <br />W/ STD. 900 HOOK IN K.O. BLOCK <br />TYPICAL INTERIOR NOW <br />JAM <br />VE"DIA. <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAILKEN�BEARING <br />WOOD FRAME WALL j <br />x <br />5l8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE <br />KNOCK OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W! (1) #5 FOR CONCRETE PLACEMENT <br />FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. <br />96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />SCALE: N.T.S. S4 <br />SCALE: N.T.S. S4 <br />8"- <br />GREATER THAN V-0"WIDE (U.N.O. ON <br />OPENING <br />SEE FDN. PLAN FOR LOCATION <br />Mill <br />��lII <br />lid <br />Milli <br />HOM <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />88" <br />NOT TRANSFER LOAD. <br />_ <br />° <br />WALL <br />PIPE OR DUCT w! PENETRATION THRU TOP PLATE w/MORE <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />a <br />° ° <br />° <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />P.L. 1.8E Fb=2400 PSI (AS PER PLANS) <br />a <br />DOOR STOP <br />PSPN516Z w/ (12)16d NAILS <br />71" <br />— <br />° <br />° ° <br />° <br />MOLDING <br />TOP 2 ROWS 10d @ 3" O.C. (14 <br />°e ° <br />• HTT4 wl (18)10d NAILS (3610# SPF) <br />2 x 6 P.T. <br />GARAGE <br />• SPLICE NAILS TOTAL) EA. SIDE OF <br />° e <br />• HTT5 w/ (26)10d NAILS (4670# SPF) <br />58" <br />— <br />48° SPLICE STAGGERED <br />° ° <br />• DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) <br />DOOR <br />• tijj <br />• N. <br />°o • <br />° ° <br />• HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) <br />• HDU4-SDS2.5 wl (10)1/4" x 21/2" SDS (3285# SPF) <br />41" <br />J-BOLT <br />� <br />NJ <br />_ <br />. HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) <br />TRACK <br />• HDU8-SDS2.5 w/ (20)1/4" x 2 l/2" SDS (5665# SPF) <br />34" <br />BRACKET <br />G' <br />OAST 10d @ 8" O/C <br />• HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) <br />_ <br />�NC�c <br />• 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" <br />p <br />EMBEDMENT w/ WASHER & NUT <br />ATTACH ALL <br />0 <br />• FOR DTT2Z USE 112" DIA. x 12" EPDXIED <br />10" <br />6 3/4 " <br />— <br />DOOR TRACK <br />W/MOUNTING ANGLE <br />EXTERIOR STUDS <br />W/ Jb 6d TOENAILS <br />TO I P PLATE <br />A.T.R. MIN. 8" EMBEDMENT w/ WASHER & <br />NUT <br />31/2" <br />_ <br />— <br />• FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. <br />NOTES: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: <br />BOTTOM SPLIC MIN. 8"EMBEDMENT w/ WASHER &NUT <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE <br />OVER STUD a • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. <br />1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. AT LEAST 4'-0" LONG. TYPICAL <br />NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION MIN. 8" EMBEDMENT wl WASHER &NUT <br />--- PORT <br />7-7- @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. TYPICAL GARAGE DOOR BUCK K <br />Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED TOP PLATE SPLICE DETAIL rM HTT / HDU TENSION TIE N <br />BLOCKING (TYP.) PROPERLY. SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS 14 <br />OOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. IF= 2240 LBS <br />4 OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT SIMPSON SIMPSON SIMPSON rc <br />UPLIFT CONNECTOR (SEE SCHEDULE) REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />FLOOR PLAN. <br />MOISTURE BARRIER <br />SCALE: N.T.S <br />C> <br />I <br />0 <br />N <br />i <br />E MOUNTING BASE NOT SHOWN <br />FOR CLARITY SEE DETAIL <br />E K/S4 <br />SEAT FOR BLOCK IS POURED, <br />IN PLACE CONCRETE <br />13 <br />GARAGE FLOOR SLAB <br />Ef <br />TROWEL FINISH SEE <br />GENERALNOTES <br />SLOPE FORWARD <br />•9 1 FOR DRAINAGE <br />a <br />0 <br />o SEE PLAN FOR FOOTING <br />DIMENSIONS <br />I <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />. FILLED LINTEL ASSEMBLY Z G <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 />V- 4' <br />(1) <br />(2) <br />1) <br />(2) <br />(1)LSTA30 <br />4'-9- <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9' -16' <br />(3) <br />(4) <br />(2) <br />(4) <br />(2) LSTA30 <br />SP4 SP2 <br />SIMPSON SP4 <br />gP2 <br />SIMPSON SP4 <br />ROOF TRUSS ABOVE <br />:J'-,:�i�t-2XTOP <br />PLATE <br />OVERLAPPING <br />2X BLOCKING <br />2X STUDS @ 24" O.C. <br />8"x10" "J" BOLT <br />NAILED <br />@ 24" O.C. MAX. <br />INTO <br />10d NAILS @ 6" <br />TOE NAILS <br />MIN. (2) PER <br />BOTTOM PLATE <br />2XPT <br />TRANSOM FRAMING <br />TRANSOM <br />FRAMING <br />STAGGERED <br />EA. BLOCKING <br />EA. BLOCKING <br />WIDTH OF OPENING VARIES 4° <br />FORM CONCRETE INSET TO <br />FLAT STRAPS PER CHART ABOVE TO BE BENT <br />SECTION <br />SEE SECTION AA/S1 <br />PLATE AND BB/S1 FOR <br />- <br />Fc <br />2X8 WALL ABOVE <br />CREATE A SOLID BASE FOR <br />OVER TOP PLATE ** HOLD DOWN CONNECTIONS <br />ADDITIONAL DETAILS <br />SIMPSON <br />ENTRY <br />1/2"X91/2"PLYWOOD BLOCK WALL ABOVE. <br />NOT REQUIRED @ BEARING WALLS NOTED <br />SCRAP MATERIAL <br />WITHOUT UPLIFT <br />Sp1 <br />K.O. BLOCK W!(1) <br />SEE FLOOR PLAN NOTES FOR <br />SIMPSON SP4 <br />SIMPSON SIMPSON,MAX <br />J-BOLTS @ 24" O.C. <br />#5 CONT. & <br />r <br />T <br />/ <br />REQUIRED CONNECTION <br />RECESS <br />SP4 SP4 <br />FILLED <br />SFF ��� <br />LINTEL <br />5/8"X10" J-BOLTS <br />2-ROWS 12d NAILS STAGGERED <br />2X P.T. PLATE <br />@ 2'-0" O.C. <br />FORM CREATES CONCRETE RECESS TO <br />@ 12 0/C EACH FACE OR <br />3-ROWS 12d NAILS STAGGERED <br />° <br />° <br />MASONRY WALL <br />2x4 NOM. RECEIVE GARAGE DOOR AND TO ALLOW <br />( ) FOR WATER SHED. <br />2x CRIPPLES @ <br />@ 12" O/C FOR 2"x10" OR <br />HEADER <br />p <br />„ <br />° 2X8 P.T. BOTTOM P TE <br />C <br />GREATER <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />16" O.C. W/ (2)12d <br />p <br />B <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />TOENAILS T/B <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />SIMPSON SP4 w/ (6) <br />(2) 2x HEADER SEE PLAN <br />SIMPSON SIMPSON C <br />(MIN. (2) PER BOTTOM PLATE) <br />SIMPSON <br />C <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <br />10d x 1 1/2" AT EA <br />1 <br />SP4 SP2 <br />SP4 <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />STUD (USE SP6 FOR <br />• INTERIOR HEADER: <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />2x6 WALL, USE SP8 <br />S4 <br />(1) 2x SILL PLATE W/ (2) <br />10a NAILS @ 4" <br />"O.C. <br />MOUNTING BASE SHOWN <br />IN POSITION <br />FOR 2x8 WALL) <br />12d TOENAILS <br />STAGGERED <br />A <br />1od NAILS <br />STAGGERED <br />GARAGE ENTRY FORM DETAIL <br />BOX HEADER • EXTERIOR HEADERS: <br />10d NAILS @ 8° <br />ONLY <br />(1) 2x SILL PLATE W/ (2) <br />TRANSOM FRAMING <br />o o <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />O/C TYP. <br />12d TOENAILS <br />BEYOND. <br />8x8x16 C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />DOUBLE 2x <br />• OPENING LARGER THAN 4 FT: <br />NAILED INTO <br />TRANSOM <br />PLYWOOD FASTENED TO TRUSSES <br />CRIPPLE STUD <br />(2) 2x SILL PLATE wl SIMPSON <br />FRAMING <br />WITH 8d COMMON WIRE NAILS @ 4" <br />PLYWOOD <br />TYPICAL (U.N.O.) <br />LS30 w/ (6)10d x 1 1/2" EACH <br />TRANSOM FRAMING <br />O/C BOUNDARIES 6" O/C EDGES <br />o <br />E SHEATHING <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />SIDE <br />SEE SECTION AA/S1 AND <br />& 8" 0/C FIELD <br />Is <br />CONNECTION ASSEMBLY <br />BB/S1 FOR ADDITIONAL <br />GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />2x STUDS TYP. <br />DETAILS <br />• SIMPSON SP4 w/ (6)10d x 1 12" <br />GARAGE DOOR <br />SIMPSON <br />(USE SP6 FOR 2x6 WALL, USE <br />o <br />PLYWOOD <br />00 <br />OR <br />SIMPSON HTT4 TYP. <br />SP1 SIMPSON <br />SP8 FOR 2x8 WALL) <br />SHEATHING <br />Op�c <br />N�NQ <br />U.N.O. SEE N/S4 <br />** HOLD DOWN <br />RECESS <br />SIMPSON SP4 <br />• SIMPSON SP2 w/ (12) 10d NAILS <br />SIMPSON SP1 w/ (10)10d NAILS <br />MASONRY <br />WALL BELOW <br />5/8"X10" J-BOLTS @ 24" O.C. <br />MOUNTING BASE DETAIL <br />�" <br />CONNECTIONS <br />LINTEL <br />SP4 <br />MAX. (MIN. (2) PER BOTTOM <br />SCALE: N.T.S. <br />NOT REQUIRED @ <br />PLATE) <br />SCALE: N.T.S. <br />W <br />I <br />8 • <br />P.T. BOT. PLATE <br />BEARING WALLS NOTED <br />° <br />° a <br />ALTERNATE: <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E <br />WITHOUT UPLIFT <br />°° ° <br />5/8" DIA. ATR EPDXIED <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />2X8 P.T. BOTTOM <br />MIN. 6" INTO BOND BEAM <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />PLATE <br />@ 24" O.C. <br />SHED FORWARD THIS DRAWING. <br />WALL HEADER DETAIL <br />rQ <br />FRAMING DETAILS ABOVE ENTRY rR <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />S4 <br />5/8"xl0" "J" BOLTS @ 24" O.C. MAX. <br />SCALE: N.T.S. <br />S4 <br />SCALE: N.T.S. <br />(MIN. (2) PER BOTTOM PLATE) <br />U <br />z� <br />z <br />z <br />a <br />J <br />d <br />v, z <br />V) (9 <br />(1) <br />cn <br />a--J t.0 <br />� o <br />•O w <br />V) <br />� <br />U <br />W � <br />w ~ <br />M <br />m N <br />Np� M <br />C clj <br />0 1 <br />U <br />M1�10 Q <br />s `L o <br />1° <br />�Qo <br />Al <br />B D. <br />"_T// <br />._NJI11 <br />N A <br />N <br />Z )P1Tz ri Z <br />Lu <br />Z O g <br />rD in Q'I <br />N>f M ea'� <br />o <br />W <br />``=Www.E <br />Gc®rr. <br />�� •"• S E "•. <br />N F <br />W <br />:;, ,•• r- L O 4 <br />•''• <br />.....•••'• <br />�a F \ <br />tSS�O e\ <br />". aW i i 111161't�����\ <br />To the best of the Engineers Imowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />L E N NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />u <br />z <br />a <br />�z o <br />Lu <br />Q U <br />43 <br />.a <br />U <br />= <br />J <br />J <br />n <br />� <br />� <br />� O C <br />PLLJ <br />^` <br />L / <br />Z � <br />Z <br />^� <br />Nor <br />Z <br />J <br />.--I <br />Ln <br />LU <br />�j <br />z <br />w <br />Z <br />2: <br />Z <br />g g <br />U <br />0° <br />00 <br />Z <br />g <br />= <br />q <br />f <br />r-1 <br />a <br />u) <br />o <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAMES <br />VERSION NO. 5ol <br />SHEET NO. <br />S4 <br />