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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 <br />FLUSH TO THE OUTSIDE <br />STANDARD 3" DIA. TEE <br />SEE PLAN FOR HEADER <br />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 />POINTw/(3)12d <br />MIN. EXTENSION FROM <br />DOUBLE 2x TOP <br />TONEAILS SPACED <br />EVENLY <br />EXTERIOR FACE OF BLOCK <br />" <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 />PLATE WALL IS 1 1/2 <br />MAXIMUM INTERIOR <br />EXTENSION FROM EXTERIOR <br />HEADER FLUSH TO OUTSIDE OPTION FACE OF BLOCK WALL IS 2 1/4" WALL <br />Ct' <br />TO DRAIN <br />2x BLOCKING @ EACH END M 10d @ <br />4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />---(2) 2x HEADER <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 <br />SCALE: N.T.S. � �4 <br />12 <br />SEE TYPICAL WALL SECTION <br />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 wl (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 />+ STUD W/ (3) 1 Od 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 />LO NAILS AT EACH STUD <br />2x P.T. PLATE <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />MEN "1412 Lim., :4111TAIWIll <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />00 AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 90' HOOK IN K.O. BLOCK -alV11— <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />BLOCKING (TYP.) <br />\--ROOF TRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />LO <br />C14 <br />CD <br />LO <br />t� <br />MOUNTING BASE NOT SHOWN <br />FOR CLARITY SEE DETAIL <br />E <br />K/S4 <br />0 <br />SEAT FOR BLOCK IS POURED, <br />0 <br />IN PLACE CONCRETE <br />GARAG E FLOOR SLAB <br />TROWEL FINISH SEE <br />12 <br />GENERALNOTES <br />-2 <br />0 <br />SLOPE FORWARD--,_ <br />FOR DRAINAGE <br />CL <br />15? <br />C) <br />t14 <br />C14 <br />V) <br />W <br />Z SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />EXTERIOR <br />WALL <br />WALL CLEAN -OUT <br />SCALE: N.T.S. � �4 <br />7 5/81, 8" 7 5/81, 8" 7 5/8,, 8" <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />12 <br />(TYP.) SEE ELEV. <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 />x <br />x <br />SIM�,SON SP2 wif (12) 1 Od <br />I/T NAIL AT EACH STUD <br />—DOOROPENING- Fm­-1F---11 DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d <br />COMMON WIRE NAILS @ 4" O/C <br />Fol BOUNDARIES 6" O/C EDGES & 8" BLOCKING <br />O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />v CARRIER/GIRDER TRUSS <br />1 ST COARSE 2ND COARSE 3RD COARSE <br />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 />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRYLAYOUT <br />SCALE: N.T.S. 1\ �4 <br />SIMPSON HETA20 wl (8) 1 Odxl 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />IN KO BLOCK AT EA. STUD <br />MOISTURE BARRIER <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED W/ GROUT <br />--- <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW rB <br />L MAIN SPAN <br />ROOFTRUSS <br />tUPLIFT CONNECTOR <br />(SEE SCHEDULE) <br />� �4 <br />KNOCK -OUT — <br />BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED <br />FOR CONCRETE PLACEMENT <br />A— <br />A L <br />STD. WHOOK <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 W/ (1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <br />. <br />.1. � <br />IF <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 />WIDTH OF OPENING VARIES 4" <br />FORM CONCRETE INSET TO <br />A SOLID BASE FOR <br />CREATE <br />112"X9 1/2" PLYWOOD BLOCK WALL ABOVE. <br />AT <br />SCRAP M ERIAL— <br />MOUNTING BASE SHOWN <br />IN POSITION <br />-2x6 MOUNTING BASE <br />� <br />M M' <br />X EMEMEM > <br />0 <br />XNERENNEN <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 />_j <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 />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 />SCALE: N.T.S. <br />4 <br />N <br />POURED CONCRETE BASE FOR <br />, <br />:1 <br />�� <br />'BOTTOM OF MOUNTING B) <br />TO BE 2"ABOVE FINISHED <br />BLOCK WALL. RECESSED SPACE <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />SHED FORWARD THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />'0 <br />2x CRIPPLES @ <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />SIMPSON SP4 W/ (6) <br />1 Od x 1 1/2" AT EA <br />STUD (USE SP6 FOR <br />2XIS 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 <br />0.) <br />1 #5 VERT. IN CONC. FILLED CELL <br />W/ STD. 90' HOOK IN K.O. BLOCK <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 ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. <br />SCALE: N.T.S. <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <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 />DOOR STOP PSPN516Z w/ (12) 16d NAILS <br />MOLDING TOP <br />2 ROWS 1 Od @ 3" O.C. (14 <br />SPLICE <br />NAILS TOTAL) EA. SIDE OF <br />48,, SPLICE STAGGERED <br />2 x 6 P.T. GARAGE <br />THAN <br />I F' E IDTH <br />0 0 Top P <br />0 <br />4 <br />PSPN,106Z W/ (1w2) 16d NAILS <br />Top 2 R <br />SPLICE NA <br />4 SP <br />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 />UCK <br />TYPICAL GARAGE DOOR B rK <br />SCALE: N.T.S. <br />� �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 />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 />9'-16' <br />1 (3) <br />1 (4) <br />(2) <br />1 (4) <br />1 (2) LSTA30 <br />1 <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 <br />PLAN NOTES FOR <br />REQUIRED CONNECTION <br />12" O/C EACH FACE OR <br />-ROWS 12d NAILS STAGGERED <br />@ 12" O/C FOR 2"xl 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 />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 w/ (6) 1 Od x 1 1/2" 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 />BEARING WALLS NOTED <br />P.T. BOT.. PLATE <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL <br />SCALE: N.T.S. � �4 <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />vA <br />m� <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />RECESS <br />LINTEL <br />/ // <br />4 <br />1 Od @ 8" O/C <br />I ov� <br />ATTACH ALL <br />EXTERIOR STUDS <br />W/ 1A I 16d TOENAILS <br />T076PPLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <br />OVER STUD <br />AT LEAST 4'-0" LONG. TYPICAL <br />TOP PLATE SPLICE DETAIL rM <br />SCALE: N.T.S. <br />��SS4� <br />F= 2240 LBS <br />SIMPSON <br />SIMPSON SP4 SP2 <br />4 1: 1 <br />P.T. <br />ATE <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl <br />AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />SIMPSON SIMPSON <br />SP4 SP2 i <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />Spi <br />SIMPSON <br />SP4 <br />SIMPSON <br />SP4 <br />NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />SIMPSON <br />spi <br />SIMPSON <br />SP4 <br />ERUSS BOTTOM CHORD OR 2x4 <br />B'LOCKING W/ 2-16d TOE NAILS <br />@ <br />EACH END <br />; � ou<, <br />;z: <br />2x TOP PLATE <br />\�2-16d NAILS @ 24- O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />—I/L— 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 />REINF. INFO. <br />PLATE TO CONCRETE <br />TYPICAL INTERIOR NOW <br />BEARING WOOD FRAME WALL/j <br />SIMPSON SP4 <br />�-2X TOP PLATE <br />OVERLAPPING <br />10d NAILS @ 6" <br />STAGGERED <br />O.C. <br />J-BOLTS @ 24 <br />MAX <br />SCALE: N.T.S. <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />1F) <br />1F) <br />PF) <br />i.T.R. <br />T.R. <br />-\�4 2X8 P.T. BOTTOM P�TE <br />J4 <br />\\-518"x10" "J" BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON C <br />SP4 <br />10d NAILS <br />4" <br />ROOF TRUSS ABOVE <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"X1 0" J-BOLTS <br />MASONRY WALL <br />@ <br />10d <br />NAILS @ 6" O.C. <br />A <br />STAGGERED /--STAGGERED <br />RANSOM FRAMING <br />BEYOND. <br />i <br />,,-PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES 0 <br />rE SHEATHING <br />& 8" O/C FIELD <br />I — : 1\ �4 <br />f (D <br />9 SIMPSON SP4 w/ (6) 10d x 1 12" <br />(USE SP6 FOR 2XIS WALL, USE :—PLYWOOD <br />SP8 FOR 2x8 WALL) <br />SHEATHING <br />SIMPSON SP2 wif (12) 10d NAILS MASONRY-- <br />SIMPSON SP1 W/ (10) 10d NAILS WALL BELOW o-1-5/8"X10"J-BOLTS@24"O.C. <br />o <br />MAX. (MIN. (2) PER BOTTOM <br />2X8 P.T. BOTTOM <br />PLATE <br />I I <br />5/8"xl 0" "J" BOLTS @ 24" O.C. MAX <br />(MIN. (2) PER BOTTOM PLATE) <br />o <br />I PLATE) <br />AL ERNATE: <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 />S4 <br />< <br />rum% <br />fad <br />U) <br />4--J U-j <br />ru C�l <br />C5 <br />0 LU <br />V) , <br />E <br />§ <br />0 c> <br />E4, <br />g, 8 <br />co <br />co M <br />0'r- <br />M0 <br />< 0 <br />5 -co <br />0 -2 i:z, <br />W CL C:) <br />co <br />LO &:S <br />I a; < <br />All <br />BID. <br />N D <br />'IV <br />LU . N 1:2 z <br />LU <br />Uj 4j -F, <br />z 0 2--1 <br />�,R- 4 , a 0 <br />?5 <br />- " <br />0' <br />4n :9 E-' -2 <br />z . A <br />WL Z c", <br />www. <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 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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />L-u <br />z,< <br />'0 <br />0 <br />Z fc,,,!� <br />!Z� L�zl <br />x -J <br />0.000 <br />F L� <br />0 <br />L— <br />z <br />H <br />z <br />z <br />U <br />—j <br />9Rz <br />�,- �e P <br />Ln <br />i 88 <br />Q - <br />LU Co <br />LLJ <br />z < lz;� <br />d �2 < <br />�g.o <br />z <br />z <br />0"R <br />Fy 2 �j <br />LU <br />Lr) <br />Lij <br />LLJ <br />2: <br />< <br />2 <br />< <br />z <br />11 uj <br />< z <br />Ln <br />rn <br />Z� <br />v- <br />z <br />U1 S <br />z <br />io <br />Cal <br />0 <br />00 <br />z <br />LU <br />v--4 <br />0- <br />U1 <br />SCALE AS NOTED <br />DATE 10/2/2018 <br />TECH: MJAMES <br />VERSION No' 4mO <br />SHEET NO. <br />S4 <br />