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!21 <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 />IPOINT w/ (3)12d <br />MIN. EXTENSION FROM <br />— — J <br />VENT OR 2ND FLOOR <br />TYPICAL C.M.U. WALL <br />314" 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 />7 5/8" 8" <br />TONEAILS SPACED Ell <br />TEEL ANGUTDOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCKPLATE WALL IS 1 1/2"MAXIMUM INTERIOR <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIORWALL ❑ ❑ <br />FACE OF BLOCK WALL IS 21/4" <br />k11A1111 <br />BLOCKING @ EACH END W/ 10d @ <br />O.C. FROM EACH HEADER FACE <br />BLOCKING <br />(2) 2x HEADER <br />PER PLAN <br />x BOTTOM PLATE W/ (1)10d @ 8" <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL 1 <br />SCALE: N.T.S. S4 <br />12 <br />SEE TYPICAL WALL SECTION <br />(np) <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 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 />i <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 />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 />GENERAL NOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />BLOCKING (TYP.) <br />'-ROOF TRUSS <br />PLIFT CONNECTOR (SEE SCHEDULE) <br />OISTURE BARRIER <br />SCALE: N.T.S. <br />LSEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />TO DRAIN ( DOOR OPENING DOOR OPENING <br />❑ ❑EXTERIOR � ❑ <br />WALL CLEAN -OUT A WALL ❑ ❑ ❑ <br />SCALE: N.T.S. S4 ❑ ❑ <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 />SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE <br />MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD <br />S4 SCALE: N.T.S.IN, S4. <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W! (1) #5 FOR CONCRETE PLACEMENT <br />owl <br />I It so <br />111 <br />pion <br />Milli <br />100 <br />PP <br />III <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 />2� VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />Q3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />® OPENINGS LESS THAN OR EQUAL TO V-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 />112"X9112" PLYWOOD BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />J <br />o� <br />O <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 4 <br />SCALE: N.T.S. <br />4 <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING 13 <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 />T"/ <br />sFFA ��w <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 />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING -Ct <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 />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) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <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 />`—(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 />SIMPSON HTT4 TYP. <br />OpOp <br />U.N.O. <br />HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />P.T. BOT. PLATE <br />BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL rQ <br />SCALE: N.T.S. SL� <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />5/8"x10" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION <br />SIMPSON SP4 <br />01 <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 />SIM SON SP2 w/ (12)10d <br />NAILS 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 />O/C FIELD <br />BLOCKING (' <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 WEB <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <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. BLOCKtt_ TYPICAL INTERIOR NON- <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E <br />S4 <br />SIMPSON SP4 <br />2X TOP PLATE !- <br />OVERLAPPING <br />0000 <br />TRUSS BOTTOM CHORD OR 2x4 <br />W/ 2-16d TOE NAILS <br />IBLOCKING <br />@ EACH END <br />w <br />U <br />z d <br />2x TOP PLATE <br />N <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 />FSTAGGERED <br />SEE A/S3 FOR <br />FROM BOT. <br />REINF. INFO. <br />PLATE TO CONCRETE <br />SCALE: N.T.S. <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 />° SPLICE STAGGERED <br />• N. <br />Nl <br />�10d @ 8" O/C <br />ATTACH ALL J �J <br />EXTERIOR STUDS <br />W/ W 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 <br />SIMPSON C <br />SIMPSON SP4 SP2 <br />INTO <br />TRANSOM <br />TRANSOM FRAMING FRAMING <br />2X P.T. SEE SECTION AA/Sl <br />PLATE AND BB/S1 FOR <br />- ADDITIONAL DETAILS <br />III �SIMPSON <br />RECESS I�,jl// SP4 <br />LINTEL <br />° <br />SIMPSON SIMPSON <br />SP4 SP2 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />Sp1 SIMPSON <br />SIMPSON SP4 <br />/ SP4 <br />SIMPSON <br />SP1 <br />SIMPSC <br />SP4 <br />° i i <br />4 2X8 P.T. BOTTOM P TE <br />5/8"xl0" "J" BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON <br />SP4 <br />" <br />4 d <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 />BEARING WOOD FRAME WALL ,J <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 />° e • HTT5 w/ (26)10d NAILS (4670# SPF) <br />• DTT2Z wl (8)1/4" x 1 1/2"SDS (1835#SPF) <br />° • HDU2-SDS2.5 w/ (6)1/4" x 2112"SDS (2215# SPF) <br />• HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) <br />_ • HDU5-SDS2.5 wl (14)1/4" x 21/2"SDS (4065# SPF) <br />• HDU8-SDS2.5 w/ (20)1/4" x 21/2"SDS (5665# SPF) <br />• HDU11-SDS2.5 wl (30)1l4" x 21/2"SDS (6865#SPF) <br />• 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" <br />EMBEDMENT w/ WASHER &NUT <br />p • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED <br />A.T.R. MIN. 8" EMBEDMENT w/ WASHER & <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 rN <br />SCALE: NTS S4 <br />--10d NAILS @ 6" <br />STAGGERED <br />J-BOLTS @ 24" O.C. <br />MAX <br />-2X P.T. PLATE <br />C <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"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 />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" O/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 <br />• SIMPSON SP1 wl (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. <br />MAX. (MIN. (2) PER BOTTOM <br />PLATE) <br />ALTERNATE: <br />ri <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. S4 <br />0 v <br />zCn <br />z <br />a <br />0 <br />rl, <br />0 <br />U <br />w <br />On <br />m <br />g� �p <br />❑ ~ 1 <br />= <br />N <br />C) <br />O o$ <br />zu- 8 <br />� I <br />¢M <br />co <br />U119:s <br />M Q< C; <br />De <br />"" Yc� <br />r <br />_ N D <br />N <br />t7 y `� <br />Z W �i 5kz li z <br />0E- <br />. <br />W aa;a <br />�Z V� <br />WLZ U)mj�2 <br />` <br />EDaN<' c <br />wft� saxwQm <br />�,'- 7 f OCR �J E "•, <br />LY , �_: tC <� <br />�r`f/flEElittlil� <br />To the best of the Engineer's 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 sWdural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />1° <br />W <br />a <br />U <br />En <br />Z 11 <br />J W <br />Em <br />O <br />W� F� <br />® <br />L <br />Q <br />Z O <br />r <br />z <br />� <br />Z <br />< <br />0 <br />-0 <br />LU <br />Ov <br />%% / <br />= <br />. <br />5,i <br />0< <br />;N <br />LJJ <br />g o <br />Cj <br />L <br />W <br />a <br />d' <br />N <br />Z <br />J1-4 <br />7-1 <br />.. <br />1 <br />Lu <br />177 <br />00 <br />Z <br />08 <br />N <br />N <br />Z <br />Zo <br />0 <br />00 <br />gUj <br />�W <br />o <br />SCALE : AS NOTED <br />DATE : 10/29/2018 <br />TECH: MJAM ES <br />VERSION N0, 4n0 <br />SHEET NO. <br />S4 <br />