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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 />2x6 2x8 WALL BEYOND <br />(2) 2x HEADER TO SIT <br />FLUSH TO THE OUTSIDE <br />STANDARD 3" DIA TEE <br />3/4" FURRING STRIPS <br />SEE PLAN FOR HEADER <br />///"--SEE PLAN FOR SIZE <br />THREADED 3"DIA. EXTEN*SION <br />1/2" GYPSUM BOARD <br />7 5/8" 8" 7 5/8" 8" <br />7 5/8' 81' <br />CONNECTION <br />SCREW OFF CAP (3" DIA.) <br />W/ DRYWALL SCREWS <br />1 1 1 <br />i <br />2x DEAD WOOD @ MID <br />FOR CLEAN -OUT <br />@ 8" O.C. OR 4d <br />4 <br />L] v <br />17 <br />POINT w/ (3) 12d <br />MIN. EXTENSION FROM <br />DRYWALL NAILS <br />SOLID AREAS ARE <br />L12 SOLID AREAS ARE <br />DOUBLE2xTOP <br />PLATE <br />TONEAILS SPACED <br />EVENLY <br />EXTERIOR FACE OF BLOCK <br />WALLIS 1 1/2"MAXIMUM <br />STEEL AND GROUT <br />STEEL AND GROUT <br />FULL 8 8 l 6 BLOCK <br />12 <br />(TYP.) SEE ELEV. <br />INTERIOR <br />x <br />x <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR SIM�S )ON SP2 w/ (12) 1 Od <br />WALL F1 NAIL AT EACH STUD <br />FACE OF BLOCK WALL IS 2 1/4" <br />2x BLOCKING @ EACH END W/ 1 Od @ <br />4"O.C. FROM EACH HEADER FACE <br />7-7 Z_ TO BLOCKING <br />rAl <br />---(2) 2x HEADER <br />PER PLAN <br />2x BOTTOM PLATE W/ (1) 1 Od @ 8" <br />VARIES O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL rT� <br />SCALE: N..T S. <br />12 <br />TYPICAL WALL SECTION <br />SEE ELEV. <br />,--,—SEE <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 />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 WAL <br />NAILS AT EACH STUD <br />2x P.T. PLATE <br />Cq <br />r__ <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 />S 90A <br />TD. HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL <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 />G <br />TO DRAIN CL DOOR OPENIN DOOR OPENING emi L=__j DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING <br />Uw� <br />FASTENED TO TRUSSES WITH 8d <br />COMMON WIRE NAILS @ 4" O/C <br />R BOUNDARIES 6"O/C EDGES & 8" NG( <br />EXTERIO <br />WALL O/C FIELD <br />WALL CLEAN -OUT _T_-, <br />rA F1 <br />SCALE: N.T.S. 2X4 PT STUDS @ 16- O.C. <br />�, �4 FiT 11 (2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />3RD COARSE <br />1 ST COARSE 2ND COARSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 1 0dx1 1/2" <br />REFER TO WINDOW PRODUCT APPROVAL NAILS AT EA. TRUSS VERTICAL WEB <br />COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11- DOOR JAMB WALL IS TO BE <br />SHEETS FOR INSTALLATION INFORMATION BY (24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. IN KO BLOCK AT EA. STUD I <br />I — MAIN SPAN <br />B <br />ENT] <br />ROOFTRUSS <br />MOISTURE BARRIER <br />TYPICAL SECTION THRU WINDOW MASONRYLAYOUT rD IT UPLIFT CONNECTOR <br />8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) <br />SCALE: N.T.S. 1\ �4 <br />� �4 AND FILLED W/ GROUT <br />KNOCK -OUT— NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1 )#5 FOR CONCRETE PLACEMENT 7 <br />-ow"mm <br />-- <br />--- --- <br />Sol <br />IN <br />NOTES: <br />(DFILL <br />LINTEL AND ALL CELLS ABOVE LINTEL. <br />NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4"INSPECTION <br />PORT <br />-7-7-7 <br />@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. <br />VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />BLOCKING (TYP.) <br />\,__.n0OF <br />PROPERLY. <br />TRUSS <br />SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />UPLIFT CONNECTOR (SEE SCHEDULE) <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 />MOISTURE BARRIER <br />TYPICAL <br />FILLED LINTEL ASSEMBLY <br />SCALE: N.T.S. <br />M <br />E <br />1.1-1 <br />MOUNTING BASE NOT SHOWN <br />9 <br />FOR CLARITY SEE DETAIL <br />E <br />KIS4 <br />0 <br />SEAT FOR BLOCK IS POURED, <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />TROWEL FINISH SEE <br />12 <br />GENERALNOTES <br />.2 <br />SLOPE FORWARD <br />FOR DRAINAGE <br />SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />G <br />S4 <br />WIDTH OF OPENING VARIES 4" <br />FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR <br />1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. <br />SCRAP MATERIAL—\ <br />Uj <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 DIME NSIONS OF THIS DRAWING.) <br />MOUNTING BASE SHOWN <br />IN POSITION <br />GARAGE ENTRY FORM DETAIL <br />6 MOUNTING BASE <br />SCALE: N.T.S. <br />8x8x16 C.M.U. <br />GARAGE DOO TRACK MOUNTING BRACKET <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />CONNECTION ASSEMBLY <br />GARAGEFLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />-,"*'POURED CONCRETE BASE FOR 'BOTTOM OF MO <br />z S - I - I- � - -, <br />UN <br />BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED <br />GARAGEFLOOR. <br />FOR GARAGE DOOR AND WATER <br />SHED FORWARD THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />2x CRIPPLES @ <br />16- O.C. W1 (2) 12d <br />TOENAILS T/B <br />SIMPSON SP4 W1 (6) <br />10d x 1 1/2"AT EA <br />STUD (USE SP6 FOR <br />2X6 WALL, USE SP8 <br />FOR 2x8 WALL) <br />1 Od NAILS @ 8" <br />O/C TYP. <br />DOUBLE 2x — <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />1 #5 VERT. IN CONC. FILLED CELL <br />W/ STD. 90* HOOK IN K.O. BLOCK <br />VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <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) SCALE: N.T.S. <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />NOT TRANSFER LOAD. <br />WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />4 <br />4 <br />4 DOORSTOP PSPN516Z w/ (12) 16d NAILS <br />MOLDING TOP 2 ROWS 1 Od @ 3" O.C. (14 <br />2 x 6 P.T. SPLICE NAILS TOTAL) EA. SIDE OF <br />GARAGE <br />�P6CE <br />4a. SPLICE STAGGERED <br />Z111,__DOOR <br />J-BOLT <br />TRACK <br />BRACKET <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. 1\ �4 <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 />11-41 <br />(1) <br />(2) <br />(1) <br />(2) <br />(1)LSTA30 <br />41-91 <br />(2) <br />(3) <br />(2) <br />1 (2) <br />(I)LSTA30 <br />9'-16' <br />(3) <br />(4) <br />(4) <br />(2 <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'x1 0" OR <br />GREATER HEADER <br />(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER: <br />\_(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER <br />9 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) 1 Od x 11/2" EACH <br />SIDE <br />----2X STUDS TYP. <br />SIMPSON HTT4 TYP. <br />U.N.O. SEE N/S4 <br />** 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. <br />10d @ 8" O/C <br />ATTACH ALL U <br />EXTERIOR ST DS <br />W1 Y816d TOENAILS <br />TO P PLATE <br />NOTE: <br />BOTTOM SPLIC <br />PLATE LENGTHS MUST BE OVERSTUD <br />AT LEAST 4'-0" LONG. TYPICAL <br />rMTOP PLATE SPLICE DETAIL <br />SCALE: N.T.S. <br />F= 2240 LBS <br />SIMPSON SIMPSON SIMPSON <br />SP4 SP2 SIMPSON SP4 SP2 <br />2X STUDS @ 24- O.C. <br />If A /8"x`10" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />/-2X P.T. <br />SECTION <br />APLATE <br />SP4 <br />01 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BBIS1 FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />INTO <br />TRANSOM <br />TRANSOM FRAMING <br />FRAMING <br />SEE SECTION AA/S1 <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />SIMPSON <br />spi <br />SIMPSON <br />SIMPSC <br />RECESS <br />SP4 <br />SP4 <br />LINTEL <br />t-.. <br />SIMPSON SIMPSON <br />SP4 SP2 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />spi SIMPSON <br />SON SP4 <br />- SIMP <br />SP4 <br />TRUSS BOTTOM CHORD OR 2x4 <br />BLOCKING W/ 2-16d TOE NAILS <br />@ EACH END <br />ou<j <br />- Z, <br />a- <br />2x TOP PLATE _//� <br />R cn <br />\�2-116d <br />NAILS @ 24" O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2x STUD @ 24" <br />O.C. MAX. <br />ROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE <br />FP <br />EQUAL @ 12- O.C. <br />STAGGERED FROM BOT. <br />SEE A/S3 FOR <br />PLATE TO CONCRETE <br />REINF. INFO. <br />TYPICAL INTERIOR NOW <br />BEARING WOOD FRAME WALL(`_ �j <br />SCALE: N.T.S. �4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />P.L. 1.8E b=2400 PSI (AS PER PLANS) <br />a HTT4 w/ (18) 1 Od NAILS (3610# SPF) <br />00 <br />HTT5 w/ (26) 1 Od NAILS (4670# SPF) <br />;e <br />a DTT2Z w/ (8) 1/4"x 1 1/2"SDS (1835# SPF) <br />0 0 a HDU2-SDS2.5 wl (6) 1/4" x 2 1/2" SDS (2215# SPF) <br />a HDU4-SDS2.5 w/ (10) 1/4"x 2 1/2"SDS (3285# SPF) <br />HDU5-SDS2.5w/(14)1/4"x2l/2"SDS(4065#SPF) <br />HDU8-SDS2.5 w/ (20) 1/4"x 2 1/2"SDS (5665# SPF) <br />HDU1 1-SDS2.5 wl (30) 1/4" x 2 1/2" SDS (6865# SPF) <br />a 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" <br />EMBEDMENT w/ WASHER & NUT <br />0 x <br />A.T.R.MIN.8"EMBEDME Tw/WASHER& <br />NUT <br />a FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. <br />MIN. 8" EMBEDMENT w/ WASHER & NUT <br />FOR HDU11 USE 1"DIA. x 12" EPDXIED A.T.R. <br />MIN. 8" EMBEDMENT w/ WASHER & NUT <br />HTT I HDU TENSION TIE rN <br />SCALE:NTS <br />SIMPSON SP4 <br />�_2X TOP PLATE <br />OVERLAPPING <br />1 Od NAILS @ 6" <br />STAGGERED <br />J-BOLTS @ 24" O.C. <br />MAX <br />—2X P.T. PLATE <br />2X8 P.T. BOTTOM PIrATE <br />B <br />5/8"X1 0' "J' BOLT @ 24- O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />C <br />SIMPSON C <br />SP4 <br />" <br />ROOFTRUSSABOVE <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 />MASONRY WALL <br />M <br />10d NAILS@ 4 <br />A 10d NAILS @ 6" O.C. <br />STAGGERED STAGGERED <br />TRANSOM FRAMING <br />0 <br />BEYOND. <br />N N <br />PLYWOOD FASTENED TO TRUSSES <br />---'—WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />O/C BOUNDARIES 6- O/C EDGES SHEATHING <br />& 8"O/C FIELD o <br />t SIMPSON SP4w/(6) 10dx 1 12" zo Is <br />(USE SP6 FOR 2x6 WALL, USE o PLYWOOD <br />SP8 FOR 2)(8 WALL) o <br />SHEATHING <br />a SIMPSON SP2 W/ (12) 1 Od NAILS MASONRY-- o <br />a SIMPSON SP1 wl (10) 10d NAILS WALL BELOW — 0--:_5/8"X10"J-BOLTS@24"O.C. <br />o <br />MAX. (MIN. (2) PER BOTTOM <br />4 <br />2X8 P.T. BOTTOM <br />PLATE <br />UU I <br />L518"X10""J" BOLTS @ 24- O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />PLATE) <br />ALTE NATE: <br />5/8"DIA. ATR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />@ 24- O.C. <br />FRAMING DETAILS ABOVE ENTRY rR <br />SCALE: N.T.S. <br />(D t� <br />M <br />13 <br />< <br />(n V) (D <br />4--J LU <br />C) <br />0 LU <br />th <br />E <br />Ln <br />M <br />LU <br />E <br />8 <br />ca <br />0 <br />g 121 <br />C4 <br />CN <br />U2- <br />C�, <br />- <br />1 <br />< a <br />LO <br />9< Cj <br />Al I <br />81D.1 <br />N-C-B D C <br />14-2-Wi <br />NT <br />LNJIP <br />/r <br />c� - <br />z LU i�02 I-, <br />I 9 <br />ly U r <br />US 11'9 lz!! M. <br />Cn lit <br />z U, 44th <br />LU <br />zz --,I cc> <br />< <br />FLO.g <br />Qe <br />ltxh <br />"�OFESSXO <br />v <br />"ON <br />I <br />To Me best of the Enginees Wwwledge, 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. Engineer's signature and seat is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />L E N NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0 <br />uj <br />;zc 0< <br />0 <br />Uz, <br />ly U. <br />N tjg <br />15W <br />z <br />> <br />z <br />z <br />jn� <br />< <br />0 <br />U <br />Cl) <br />--I <br />;;Fc <br />9P6 <br />**N <br />Uj <br />wo� <br />r*4 <br />z <br />z <br />LLJ <br />Ln <br />di <br />Ln <br />IN <br />_j <br />x <br />< <br />�81 <br />V_ <br />rn <br />< <br />z <br />LU z <br />. . <br />4* <br />v- <br />tD <br />z <br />Z <br />t—u <br />co <br />0 <br />06 <br />:5 <br />LLJ <br />r_1 <br />"A lo- <br />Ln <br />— <br />SCALE AS NOTED <br />DATE 10/2/2018 <br />TECH: MIAMES <br />VERSION NO <br />4mO <br />SHEET NO. <br />S4 <br />