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(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />VENT OR 2ND FLOOR <br />PLAN <br />1/2" MINIMUM CEMENT FINISH <br />TYPICAL C.M.U. WALL <br />(2) 2x HEADER TO SIT <br />2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE <br />STANDARD 3" DIA. TEE <br />3/4" FURRING STRIPS <br />SEE PLAN FOR HEADER SEE PLAN FOR SIZE <br />THREADED 3" DIA. EXTENSION <br />1/2" GYPSUM BOARD <br />CONNECTION <br />SCREW OFF CAP (3" DIA.) <br />W/ DRYWALL SCREWS <br />2x DEAD WOOD @ MID <br />FOR CLEAN -OUT <br />@ 8" O.C. OR 4d <br />POINT wl (3)12d <br />DRYWALL NAILS <br />MIN. EXTENSION FROM <br />7 5/8" 8" 7 5/8" 8" <br />SOLID AREAS ARE ❑ <br />7 5/8" 8" <br />DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ <br />PLATE EVENLY WALL IS 1 1/2" MAXIMUM INTERIOR <br />❑ <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ <br />❑ <br />FACE OF BLOCK WALL IS 21/4" <br />2x BLOCKING @ EACH END W/ 10d @ <br />O.C. FROM EACH HEADER FACE <br />F/4" <br />TO BLOCKING <br />(2) 2x HEADER <br />,/ <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 1 <br />SCALE: N.T.S. SLI <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 />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 <br />(3)10d TOENAILS T&B <br />NAILS AT EACH STUD <br />AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />+++ <br />+ + <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 />r <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 />YA <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. 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 />\—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 />TO DRAIN DOOR OPENING DOOR OPENING <br />❑ ❑EXTERIOR J ❑ <br />WALL CLEAN -OUT A WALL ❑ ❑ ❑ <br />SCALE: N.T.S. S4 ❑ ❑ <br />1ST COARSE 2ND COARSE 3RD COARSE <br />REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB 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. 54 <br />KNOCK OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK Wi (1) #5 FOR CONCRETE PLACEMENT <br />d <br />a <br />°11 <br />° <br />d <br />° <br />g" STD.90°HOOK 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 WI (1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <br />NOTES: <br />1❑ 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 />t�3 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 />CREATE A SOLID BASE FOR <br />112"X91/2" PLYWOOD BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />MOUNTING BASE SHOWN <br />IN POSITION <br />—2x6 MOUNTING BASE <br />J <br />J <br />Q <br />c � <br />Uj <br />T <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 />GARAGE ENTRY FORM DETAIL <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. d ° ° a <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 />-TRACK MOUNTING BRACKET <br />GARAGE DOOR TRACK <br />SCALE: N.T.S. <br />Tom/ <br />sFF �0� <br />N <br />2x CRIPPLES @ —' <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />SIMPSON SP4 w/ (6) <br />10d x 1 1 /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 />STEELAND 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 />FOP <br />'ARAGE <br />IOOR <br />W/MOUNTING ANGLE <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 />SIZE <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />EA END <br />EA END <br />EA END <br />EA END <br />SIMPSON <br />1'-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 />(3) <br />(4) <br />(2) <br />(4) <br />(2) 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 />1 (2) 2x HEADER SEE PLAN <br />S4 INTERIOR HEADER: <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER • 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 w/ (6)10d x 1 1/2" EACH <br />SIDE <br />2x STUDS TYP. <br />O� t SIMPSON HTT4 TYP. <br />Qp �R U.N.O. SEE N/S4 <br />F��NO ** HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />P.T. BOT. PLATE BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL (*� <br />Q <br />SCALE: N.T.S. S4 <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />RECESS <br />LINTEL <br />d <br />12 <br />(TYP-) SEE ELEV. <br />SIMFpSON SP2 w/ (12)10d <br />NAIL AT EACH STUD <br />1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d <br />COMMON WIRE NAILS @ 4" O/C <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 C. <br />926 APPLY 3 LAYERS W/ TOTAL <br />THICKNESS 7/8" OVER METAL <br />LATH. FIRST 2 LAYERS 3/8" THICK <br />EACH. 3RD LAYER 1/8" THICK. <br />CRICKET AS REQUIRED <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING <br />O/C FIELD <br />" <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />= - <br />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB71 <br />(24 O.C. MAX) wl MIN. 4 EMBEDMENT <br />L <br />IN KO BLOCK AT 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. 900 HOOK IN K.O. BLOCK MTM— <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />TRUSS BOTTOM CHORD OR 2x4 <br />BLOCKING W/ 2-16d TOE NAILS <br />@ EACH END <br />w <br />U <br />v? a <br />2x TOP PLATE <br />2-16d NAILS @ 24" O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2x STUD @ 24" <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE <br />EQUAL @ 12" O.C. <br />STAGGERED FROM BOT. <br />SEE A/S3 FOR <br />PLATE TO CONCRETE <br />REINF. INFO. <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL <br />SCALE: N.T.S. S4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />P.L. 1.8E Fb=2400 PSI (AS PER PLANS) <br />° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) <br />° o • HTT5 w/ (26)10d NAILS (4670# SPF) <br />00 • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) <br />° .0° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) <br />° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) <br />_ • HDU5-SDS2.5 w/ (14)1l4" x 21/2" SDS (4065# SPF) <br />• HDU8-SDS2,5 w/ (20)1/4" x 21/2" SDS (5665# SPF) <br />• HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) <br />• 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" <br />EMBEDMENT w/ WASHER & NUT <br />ATTACH ALL 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED <br />EXTERIOR STUDS A.T.R. MIN. 8" EMBEDMENT w/ WASHER & <br />W/ 4)16d TOENAILS <br />TO OP PLATE NUT <br />• FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. <br />NOTE: BOTTOM SPLIC MIN. 8" EMBEDMENT w/ WASHER & NUT <br />PLATE LENGTHS MUST BE OVER STUD • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. <br />AT LEAST 4'-0" LONG, TYPICAL MIN. 8" EMBEDMENT wl WASHER & NUT <br />TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE N <br />SCALE: N.T.S. S4 SCALE: NTS S4 <br />F= 2240 LBS <br />SIMPSON C <br />L <br />P.T. <br />ATE <br />SCALE: N.T.S. <br />PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w! MORE <br />THAN 500 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 />. la* SPLICE STAGGERED <br />G 00/ 10d @ 8" O/C <br />S'Te. <br />SIMPSON SP4 <br />SP2 <br />SIMPSON <br />IT <br />k3*_ <br />NAILED <br />TRANSOM FRAMING <br />INTO <br />TRANSOM <br />FRAMING <br />10t <br />ST <br />SEE SECTION AA/S1 <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />SIMPSON <br />SP1 <br />RECESS <br />SIMPSON <br />SP4 <br />SIMPSON <br />SP4 <br />J <br />M, <br />LINTEL <br />a <br />a d 2X8 P.T. BOTTOM P TE <br />SIMPSON SIMPSON <br />SP4 SP2 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP1 SIMPSON <br />SIMPSON SP4 <br />SP4 <br />SP4 <br />2X TOP PLATE <br />OVERLAPPING <br />I NAILS @ 6" <br />4GGERED <br />3OLTS @ 24" O.C. <br />aX <br />2X P.T. PLATE <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. B <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON <br />SP4 <br />11 <br />A <br />ROOF TRUSS ABOVE <br />2X BLOCKING <br />F <br />0 <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 />r/ 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" 0/C FIELD <br />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 TS @ 24" O.C. <br />• SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. 5/8"X10" J-BOLTS <br />PER BOTTOM <br />_ a a <br />2X8 P.T. BOTTOM <br />PLATE <br />UU <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 R <br />SCALE: N.T.S. S4 <br />0!9 <br />M <br />—o <br />z <br />z <br />a) <br />0 <br />+--+ LU <br />� p <br />. 0 LU <br />CO N <br />'- 8 <br />M <br />m <br />_ <br />.-@O <br />o00 <br />�LL00 <br />�0 <br />dm <br />�fl-o <br />�8.� <br />rn a o <br />A 1 <br />B D® <br />N C B D C <br />v <br />N �D <br />--, N <br />O M o° <br />(A Z W gM�Z 0 z <br />F J � CO <br />= <br />= L.L O �w LZ. <br />, a <br />IIAA _ 9, <br />a� oW <br />ELL o <br />W <br />WL z N .� - -91 <br />Q <br />LUN¢ a <br />www.Fvs�xG.c ❑ ❑ <br />vaw•� r <br />... ''%' -- <br />4' Zz <br />( R) �a 1. <br />:,< <br />� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and spedfications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />A <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />�Z <br />�Q <br />Zd <br />fa <br />w¢�tr <br />�zo0 <br />zw�� <br />y�yyg�U, <br />a � <br />0o <br />O <br />L' <br />^, <br />W <br />Z <br />T OU <br />f Z <br />a- <br />\./ <br />V)3 <br />N <br />-0 <br />o <br />a <br />w <br />U <br />= <br />U) <br />wQd <br />h <br />0 <br />J 4. <br /><Lu <br />v U <br />m <br />$7 a <br />VOce°' <br />OJ <br />N <br />hLU <br />II) <br />Z<Q� <br />c <br />Q <br />d' <br />a<z� <br />~Ed9 <br />� <br />z <br />z <br />I� <br />2 <br />00� <br />J <br />rLr)-i <br />Lij <br />2: <br />Q <br />Q <br />z <br />Ln <br />~ o <br />Q<Z <br />lA <br />00 <br />z <br />o S <br />cc)• <br />,` <br />00 <br />z <br />' <br />LLJ <br />2 <br />J Z <br />`� <br />rn <br />,--I <br />t1 <br />Cn <br />o <br />SCALE : AS NOTED <br />DATE : 10/29/2018 <br />TECH: MJAM ES <br />VERSION N0. 4mO <br />SHEET NO. <br />S4 <br />