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.9 <br />t <br />C�4 <br />.NO <br />F; <br />M <br />r- <br />I <br />00 <br />(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 />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 5/81, 8" 7 5/81, 8" <br />1 6 1 <br />Ll v <br />—SOLIDAREASARE <br />TONEAILS SPACED STEELAND GROUT <br />DOUBLE 2x TOP EXTERIOR FACE OF BLOCK <br />EVENLY <br />PLATE WALL IS 11/2" MAXIMUM <br />INTERIOR <br />WALL <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR <br />FACE OF BLOCK WALL IS 2 1/4" <br />_j 2x BLOCKING @ EACH END W/ 10d @ <br />4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />W4 <br />T <br />----(2) 2x HEADER <br />PER PLAN <br />2x BOTTOM PLATE W/ (1) 1 Od @ 8" <br />'�'ARIES <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />I <br />SCALE: N.T.S. 1\14� <br />12 <br />-----,—SEE TYPICAL WALL SECTION <br />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/ (112) 1 Od (3) 10d TOENAILS T&B <br />NAILS AT EACH STUD AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />CRICKET AS REQUIRED + + STUD W/ (3) 1 Od NAILS <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) 1 Od <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"Xl 6" 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 />v <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 />\—ROOFTRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />�2 <br />9 <br />DIMENSIONS <br />ZSEE PLAN FO-R,6"FOOTING <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />7 5/81, 8" <br />TO DRAIN CL, F F-- 17 ri.7 DOOR OPENING *—DOOR OPENING <br />EXTERIOR <br />WALL <br />WALL CLEAN -OUT F1 <br />SCALE: N.T.S. <br />11 <br />1 ST 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 />COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE <br />SHEETS FOR INSTALLATION INFORMATION BY <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW �B MASONRY LAYOUT <br />(2� <br />SCALE: N.T.S. <br />"4 <br />1\ �4 <br />KNOCK OUT <br />BLOCK _W/ (1 NOTCH LINTEL WHERE REQUIRED <br />)#5 FOR CONCRETE PLACEMENT <br />I <br />I a 1 0 0 <br />line <br />oil <br />HIM <br />al <br />1W__ <br />NOTES: <br />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 />VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />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 />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 />MOUNTING BASE SHOWN <br />IN POSITION <br />-2x6 MOUNTING BASE <br />�_j <br />_j <br />M, <br />I — �! <br />0 <br />FORM CREATES CONCRETE RECESS TO <br />RECEIVE GARAGE DOOR AND TO ALLOW <br />2X4 (NOM.) — 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 />GARAGE DOOR <br />8x8x16 C.M.U. <br />11%S <br />GARAGE DOOR ROLLER <br />CONNECTION ASSEMBLY- <br />GARAGEFLOOR <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 />POURED CONCRETE BASE FOR BOTTOM 0 MOUNTiNG B) <br />TO BE 2"ABOVE FINISHED <br />BLOCK WALL. RECESSED SPACE <br />GARAGE FLOOR. <br />DOOR AND WATER <br />SHED FORWARD THIS DRAWING. <br />FOR GARAGE PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />40� kk <br />2x CRIPPLES @ ---' <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />SIMPSON SP4 W/ (6) <br />1 Od x 11/2" 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 />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 />2 x 6 P. <br />J-BOLT <br />TRACK <br />BRACKET <br />rop <br />I <br />3ARAGE <br />)OOR <br />WII�N'�I�� 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. <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 />ISTUDS <br />SIZE <br />EA END <br />EA END <br />EA END <br />I EA END <br />SIMPSON <br />11-4- <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />41-91 <br />(2) <br />(3) <br />(2) <br />(2) <br />(1)LSTA30 <br />9'-16' <br />(3) <br />(4) <br />(2) <br />(2) L <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"xl 0" OR <br />GREATER HEADER <br />(2) 2x HEADER SEE PLAN <br />a INTERIOR HEADER: <br />\_(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER <br />* EXTERIOR HEADERS: <br />ONLY <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />a 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 />oe <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. '\,. �4 <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />5/8"x`10""J" BOLT <br />@ 24' O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION <br />SIMPSON SP4 <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />12 <br />(TYP-) SEE ELEV. <br />SINItS )ON 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 _s�� <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING <br />O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />SIMPSON HETA20 w/ (8) 10dx1 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />EB <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />MENT <br />L <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />MOISTURE BARRIER <br />ROOF TRUSS <br />UPLIFT CONNECTOR <br />T <br />8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. <br />(SEE SCHEDULE) <br />1 #5 VERT. IN CONC. FILLED CELL----- H I <br />W/ STD. 900 HOOK IN K.O. BLOCK <br />ALT. KNEEWALL ABOVE <br />MASONRY WALL DETAIL E <br />SCALE: N.T.S. �.S4 <br />PIPE OR DUCT w/ PENETRATION THRU TOP PLATE wl MORE <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />PSPN516Z w/ (12) 16d NAILS <br />TOP 2 ROWS 1 Od @ 3" O.C. (14 <br />SPLICE -7 /� <br />NAILS TOTAL) EA. SIDE OF <br />"'( �4&. SPLICE STAGGERED <br />/-10d@8"O/C <br />ATTACH ALL -j <br />EXTERIOR STUDS <br />W/ Y4816d TOENAILS <br />TO P PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />rMTOP PLATE SPLICE DETAIL <br />SCALE: N.T.S. �, �4 <br />F= 2240 LBS <br />SIMPSON <br />SIMPSON SP4 SP2 I <br />h. ]i -4: 1: <br />r—,TRUSS BOTTOM CHORD OR 2x4 <br />BLOCKING W/ 2-16d TOE NAILS <br />@ EACH END <br />LU <br />0 <br />< <br />2x TOP PLATE-/ Cn <br />\!2-16d NAILS @ 24" O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2x STUD @ 24" <br />v <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE <br />EQUAL @ 12" O.C. <br />FSTAGGERED <br />SEE A/S3 FOR <br />FROM BOT. <br />PLATE TO CONCRETE <br />REINF. INFO. <br />TYPICAL INTERIOR NOW <br />BEARING WOOD FRAME WALL j <br />SCALE: N.T.S. <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />P.L. 1.8E Fb=2400 PSI (AS PER PLANS) <br />a HTT4 w/ (18) 1 Od NAILS (3610# SPF) <br />a HTT5 wl (26) 1 Od NAILS (4670# SPF) <br />a DTT2Z w/ (8) 1/4" x 11/2" SDS (1835# SPF) <br />0 0 <br />HDU2-SDS2.5 w/ (6) 1/4"x 2 1/2" SDS (2215# SPF) <br />HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS (3285# SPF) <br />a HDU5-SDS2.5 w/ (14) 1/4" x 2 1/2" SDS (4065# SPF) <br />-SDS2.5 w/ (20) 1/4" x 2 1/2" SDS (5665# SPF) <br />a HDU8 <br />a HDU1 1 -SDS2.5 w/ (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 />a FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED <br />A.T.R. MIN. 8"EMBEDMENT w/ 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 />a FOR HDU11 USE 1" DIA. x 12" EPDXIEDA.T.R. <br />MIN. 8"EMBEDMENT WWASHER & NUT <br />HTT HDU TENSION TIE rN <br />N�'� <br />SCALE:NTS 4 <br />SIMPSON SP4 <br />�_2X TOP PLATE <br />OVERLAPPING <br />ROOFTRUSSABOVE <br />2X BLOCKING <br />INTO <br />(2) 16d TOE NAILS <br />TRANSOM <br />10d NAILS @ 6" <br />EA. BLOCKING <br />TRANSOM FRAMING <br />FRAMING <br />STAGGERED <br />2X P.T. <br />SEE SECTION AA/Sl <br />PLATE <br />AND BB/Sl FOR <br />2X8 WALL ABOVE <br />ADDITIONAL DETAILS <br />SIMPSON <br />ENTRY <br />spi <br />K.O. BLOCK W/(1) <br />SIMPSON <br />SIMPSON-, <br />/-J-BOLTS <br />@ 24" O.C. <br />#5 CONT. & <br />/-RECESS <br />SP4 <br />SP4 <br />MAX <br />FILLED <br />LINTEL <br />5/8"X10" J-BOLTS <br />@ 2'-0" O.C. <br />IL <br />'1 <br />MASONRY WALL <br />2 TTOM PI .ATE <br />)L5(8"x10" I" BOLT @ 24" O.C. MAX. <br />SIMPSON <br />SIMPSON C <br />(MIN. (2) PER BOTTOM PLATE) <br />C <br />SP4 <br />SP2 <br />SIMPSON <br />SP4 <br />I_( <br />1 Od NAILS@ 4" <br />STAGGERED <br />A <br />10d NAILS @ 6" O.C. <br />STAGGERED <br />I Iq <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON - <br />spi SIMPSON <br />SIMPSON� SP4 <br />SP4 <br />0 1 TRANSOM FRAMING <br />BEYOND. <br />------ <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 <br />0 <br />a SIMPSON SP4w/(6) 10dx 1 12" <br />(USE SP6 FOR 2x6 WALL, USE —PLYWOOD <br />SP8 FOR 2x8 WALL) SHEATHING <br />a SIMPSON SP2 w/ (12) 1 Od NAILS MASONRY ­ <br />a SIMPSON SP1 wl (10) 10d NAILS WALL BELOW 0 .5/8-X10" J-BOLTS @ 24" O.C� <br />MAX. (MIN. (2) PER BOTTOM <br />4 14 <br />I <br />1. tsu I I CIM <br />PLATE <br />. ........... . ... . 7 1 <br />I <br />L5/8"X`10" "J" BOLTS @ 24' O.C. MAX. <br />(MIN, (2) PER BOTTOM PLATE) <br />PLATE) <br />ALTERNATEI <br />_j 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 />S4 <br />0 !9 <br />;z 910 <br />< <br />2f <br />U) V) (D <br />C1 <br />Q) <br />c_/3 <br />4--J U-j <br />0 U_j <br />(A <br />Lij <br />0 C-i <br />U <br />U_ 8 <br />00 <br />< <br />2L <br />< 0 <br />A <br />a <br />N B X" ­, <br />I <br />.a* <br />W. z <br />5 a! <br />411C v ' Z <br />LU <br />z <br />— <br />to <br />z tin <br />N t, <br />U <br />"C <br />':�w 4%W F U 9 9 WA <br />< % <br />.* , <br />_41 <br />tu <br />Uji <br />'� L. I ' <br />(2 <br />.......... <br />To the best of the Engineees knowledge, Informatlon and belief, <br />the sh plans and spedfications contained within these <br />drawings comply with the 2017 Florida BulldIng Code - <br />Residential ft Edition. Enginsees signature and seal Is only for <br />thestructurel vnealn, portions 0 the drawing page,, learing <br />Engineers signature and seal. <br />L E N NA R <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0, <br />W <br />13 <br />> <br />C <br />0) <br />< <br />0. <br />lu <br />0 <br />110 <br />0 <br />T <br />H <br />R6 <br />I� r <br />83 <br />J <br />< <br />Uj <br />19. <br />502 ad <br />I117114 <br />Icy- <br />< <br />Z <br />Z <br />LIJ <br />_j <br />In <br />di <br />x <br />LU <br />< <br />z <br />ca <br />0 <br />r� <br />00 <br />z <br />:5 <br />LU <br />10- <br />Lf) <br />SCALE AS NOTED <br />DATE 10/29/2018 <br />TECH: MJAIVIES <br />0 <br />SHEET NO. <br />S4 <br />