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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 FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE <br />SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION <br />CONNECTION SCREW OFF CAP (3" DIA.) —� <br />DOUBLE 2x TOP <br />PLATE <br />2x DEAD WOOD @ MID <br />POINT w/ (3)12d <br />FOR CLEAN -OUT <br />MIN. EXTENSION FROM <br />TONEAILS SPACED <br />EXTERIOR FACE OF BLOCK <br />EVENLY <br />WALL IS 1 1/2" MAXIMUM <br />E TE SON FROM EXT RIOR <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 5/8" 8" 7 5/8" 8" <br />SOLID AREAS ARE ❑ <br />❑ STEEL AND GROUT ❑ <br />7 5/8" 8" <br />HEADER FLUSH TO OUTSIDE OPTION x N I E WALL ❑ ❑ ❑ <br />FACE OF BLOCK WALL IS 21/4" <br />2x BLOCKING @ EACH END W/ 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 rT� <br />SCALE: N.T.S. SLI <br />12 SEE TYPICAL WALL SECTION <br />(�Yp) 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 />2xCLOSURE WALL W/ <br />STUDS @ 16" O.C. W/ <br />SIMPSON SP2 w/ (12)10d (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 />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 wl (10)10d <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. 90A 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 />TO DRAIN TO <br />EXTERIOR ❑ <br />OPENING <br />❑ <br />DOOR OPENING <br />WALL CLEAN -OUT A <br />WALL ❑ <br />❑ <br />❑ <br />❑ <br />a <br />SCALE: N.T.S. S4 <br />1ST COARSE <br />2ND COARSE <br />3RD CO <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. S4 <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/(1)#5 FOR CONCRETE PLACEMENT <br />a <br />a <br />a <br />11 <br />a <br />a a d <br />G <br />8 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 W/ (1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <br />NOTES: <br />10 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 />O3 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 />fr <br />T— W <br />r <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 />MOUNTING BASE SHOWN <br />IN POSITION <br />GARAGE ENTRY FORM DETAIL <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />�8x8x16 C.M.U. <br />GARAGE DOOR —TRACK MOUNTING BRACKET <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />CONNECTION ASSEMBLY <br />:..,; GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />a <br />SCALE: N.T.S. <br />a a e POURED CONCRETE BASE FOR BOTTOM OF MOUNTING BTO 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 />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 />WALL <br />a a <br />° a DOORSTOP <br />MOLDING <br />2 x 6 P.T. EV/GARAGE <br />DOOR <br />J-BOLT <br />TRACK <br />BRACKET <br />DOOR TRACK-----' <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 />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 />(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" 0/C EACH FACE OR <br />3-ROWS 12d NAILS STAGGERED <br />@ 12" O/C FOR 2"x10" OR <br />GREATER HEADER <br />\—(2) 2x HEADER SEE PLAN <br />• INTERIOR HEADER: <br />S4 <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 />• 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 />OD { <br />QR <br />SIMPSON HTT4 TYP. <br />Op <br />U.N.O. SEE N/S4 <br />HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />P.T. BOT. PLATE <br />BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL Q <br />SCALE: N.T.S. SLI. <br />SIMPSON <br />SP4 <br />SIMPSON <br />SP2 <br />2X STUDS @ 24" O.C. <br />0 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />12 <br />(TYP-) SEE ELEV. <br />1 <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 WI 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 />SIMF�SON 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 />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 />CARRIER/GIRDER TRUSS <br />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB 71 <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />IN KO BLOCK AT EA. STUD MAIN SPAN <br />MOISTURE BARRIER ROOF TRUSS <br />UPLIFT CONNECTOR <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC, FILLED CELL <br />W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL ABOVE MASONRY WALL DETAILBEARING WOOD FRAME WALLt/ <br />SCALE: N.T.S. CJ' <br />PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />THAN 50% 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 />• 46,, SPLICE STAGGERED <br />. ' • ' <br />SIMPSON SP4 <br />2X TOP PLATE /— <br />OVERLAPPING / <br />• 10d @ 8" O/C <br />ATTACH ALL <br />EXTERIOR STUDS <br />W/ 4 16d TOENAILS <br />TO P PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL M <br />SCALE: N.T.S. S4 <br />F= 2240 LBS J <br />SIMPSON C <br />SIMPSON SP4 8P2 <br />KI <br />P.T. <br />ATE <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />° <br />SIMPSON SIMPSON <br />SP4 SP2 <br />lu <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP1 SIMPSON <br />SIMPSON SP4 <br />SP4 <br />NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />TRUSS BOTTOM CHORD OR 2x4 <br />W/ 2-16d TOE NAILS <br />'BLOCKING <br />@ EACH END <br />w <br />U <br />2x TOP PLATE <br />\:2-16d <br />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 />� <br />4, 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 />o ° • DTT2Z wl (8)1/4" x 1 1/2"SDS (1835#SPF) <br />° o ° • 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 (32$5#SPF) <br />HDUS-SDS2.5 wl (14)1/4" x 2112"SDS (4065#SPF) <br />HDU8-SDS2.5 wl (20)1/4" x 21/2"SDS (5665#SPF) <br />_ • <br />__-- • <br />• HDU11-SDS2.5 w/ (30)1/4" x 21/2"SDS (6$65#SPF) <br />• 5/$" DIA. x 12" EPDXIED A.T.R. MIN. 8" <br />EMBEDMENT w/ WASHER &NUT <br />• FOR DTT2Z USE 112" DIA, x 12" EPDXIED <br />A.T.R. MIN. 8" EMBEDMENT w/ WASHER & <br />9 <br />NUT <br />• 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" EPDXIED A.T.R. <br />MIN. 8" EMBEDMENT w/ WASHER &NUT <br />HTT / HDU TENSION TIE N <br />SCALE: NTS S4 <br />SIMPSON <br />SP1 <br />SIMPSON <br />SP4 <br />10d NAILS @ 6" <br />STAGGERED <br />J-BOLTS @ 24" O.C. <br />MAX <br />2X P.T. PLATE <br />12 <br />ROOF TRUSS ABOVE <br />2X BLOCKING <br />° <br />2X8 P.T. BOTTOM P TE <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. B <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON C <br />SP4 <br />2X8 P.T. BOTTOM <br />PLATE <br />D <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <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 10d NAILS @ 6" O.C. <br />STAGGERED A STAGGERED <br />TRANSOM FRAMING <br />° ° BEYOND. <br />-PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />OIC BOUNDARIES 6" O/C EDGES ° E SHEATHING <br />& 8" O/C FIELD <br />S4 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 5/8"X10" J-BOLTS @ 24" O.C. <br />• SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM <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 / K \ <br />SCALE: N.T.S. <br />0 IJ <br />U <br />U <br />2! C. <br />z� <br />IMNIIIIIIIII <br />z <br />J <br />a <br />13 <br />(n z <br />ru p <br />•O <br />w <br />m <br />ZD <br />o <br />U <br />0ti <br />W <br />F— <br />— g <br />N M <br />0 M <br />-0 co <br />T <br />m <br />p O o <br />I' II U <br />CD <br />" <br />ro <br />¢ m <br />(SQc <br />n g� <br />o a a <br />A 1 <br />B W. <br />N. �. H.D C <br />-.. <br />N �D <br />N <br />00 <br />LE W M N °gyp Z � z <br />M � <br />U) <br />W 'moo <br />W 0CA <br />Z O <br />fA o°e <br />WL Z g� Q <br />W a N¢' a <br />s U F <br />� o <br />rA <br />��n��s;.�31116Eoi=di4f� <br />��. o ❑ ❑ <br />Q. <br />O p <q Z;! <br />far//,/)IIE¢;E4`." �•. <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. 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 />LE 14 NAR <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />Z <br />H <br />za <br />u¢°d0 <br />1zo <br />zo,a <br />� § J Z <br />& f J <br />0 co <br />A <br />'<` <br />j W LL N <br />8 11, <br />Zo <br />} U <br />i <br />O <br />2 <br />`� <br />14 3 <br />fla <br />F <br />2:v <br />z <br />/ <br />J W <br />U <br />U) <br />M <br />U) <br />J <br />ooz <br />ro <br />OJ< <br />Qmtj <br />W <br />U0, <br />ug -Q <br />Q�o <br />a<f� <br />z <br />z <br />LL <br />C'Y&L <br />W <br />J <br />Ll) <br />r-I <br />Uj <br />z <br />u � =) <br />gF z o <br />~o <br />a<a <br />In <br />M <br />Z <br />Z <br />m <br />� <br />< <br />_ <br /><E <br />7: <br />0 <br />.- 4 <br />0. <br />cn <br />SCALE : AS NOTED <br />DATE : 4/5/2019 <br />TECH: JBERCHAL <br />VERSION NO. 3ol <br />SHEET NO. <br />S4 <br />