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(2) 2x6 OR (2) 2x8 <br />SEE TYPICAL WALL SECTION <br />TOP PLATE SEE <br />VENT OR 2ND FLOOR <br />PRE-ENGINEERED WOOD <br />PLAN <br />12 <br />TRUSSES @ 24" O/C <br />1/2" MINIMUM CEMENT FINISH <br />TYPICAL C.M.U. WALL <br />(TYP.) SEE ELEV. <br />UPLIFT CONNECTOR (SEE <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 />DOUBLE 2"x4" S.P.F. TOP PLATE <br />SEE PLAN FOR HEADER <br />SEE PLAN FOR SIZE <br />THREADED 3" DIA. EXTENSION <br />1/2" GYPSUM BOARD <br />7 5/8" 8" <br />7 5/8" 8" <br />7 5/8" g'. <br />7/8" STUCCO FINISH PER ASTM C. <br />CONNECTION <br />SCREW OFF CAP (3" DIA.) <br />W/ DRYWALL SCREWS <br />LAYERS W/ TOTAL <br />2x DEAD WOOD @ MID <br />FOR CLEAN -OUT <br />O.C. . <br />@ 8" R 4d <br />Li <br />THICKNESS 7/8" OVER METAL <br />LATH. FIRST 2 LAYERS 3/8" THICK <br />POINT w/ (3)12d <br />MIN. EXTENSION FROM <br />DRYWALL NAILS <br />SOLID AREAS ARE ❑ <br />SOLID AREAS ARE <br />EACH. 3RD LAYER 1/8" THICK. <br />DOUBLE 2x TOP <br />TONEAILS SPACED <br />EVENLY <br />EXTERIOR FACE OF BLOCK <br />❑ <br />STEEL AND GROUT <br />❑ <br />❑ <br />STEEL AND GROUT <br />CRICKET AS REQUIRED <br />PLATE <br />HEADER FLUSH <br />TO OUTSIDE OPTION <br />WALL IS 1 1/2" MAXIMUM <br />EXTENSION FROM EXTERIOR <br />INTERIOR <br />WALL ❑ <br />❑ <br />FULL 8x8x16 BLOCK <br />SIM SON SP2 w/ (12) 10d <br />❑ <br />NAILS AT EACH STUD <br />FACE OF BLOCK WALL IS 2 1/4" <br />C- <br />DOOR OPENING <br />DOOR OPENING <br />DOOR OPENING —Ct <br />1/2" EXTERIOR GRADE SHEATHING <br />_ J <br />TO DRAIN <br />FASTENED TO TRUSSES WITH 8d <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 1 <br />SCALE: N.T.S. S4 <br />12 SEE TYPICAL WALL SECTION <br />(TYp) 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/ (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 />ISIMPSON SP1 w/ (10) 10d <br />ao I NAILS AT EACH STUD <br />� 2x P.T. PLATE <br />fl- <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />LO <br />W/ 8" EMBEDMENT <br />0 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 />ffL <br />Qj ❑ <br />COMMON WIRE NAILS 4" O/C <br />WALL CLEAN -OUT <br />A <br />EXTERIOR <br />WALL ❑ ❑ <br />❑ <br />BOUNDARIES 6" O/C EDGES & 8" <br />0/C FIELD <br />BLOCKING ( ) <br />SCALE: N.T.S. <br />S4 <br />❑ <br />❑ <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />1 ST COARSE 2ND COARSE <br />3RD COARSE <br />CARRIER/GIRDER TRUSS <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE <br />COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />BONDED TO THE <br />WALL IS TO BE <br />SIMPSON HETA20 w/ (8)10dxl 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 />TYPICAL SECTION THRU WINDOW g <br />MASONRY LAYOUT <br />SCALE: N.T.S. <br />D <br />S4 <br />MOISTURE BARRIER <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED W/ GROUT <br />ROOF TRUSS <br />UPLIFT CONNECTOR <br />(SEE SCHEDULE) <br />S4 <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT <br />a � 4 <br />g" STD. WHOOK 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 />BLOCKING TYP. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />(TYP.) PROPERLY. <br />\'—ROOF TRUSS Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT <br />REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />MOISTURE BARRIER FLOOR PLAN. <br />SCALE: N.T.S. <br />v <br />00 <br />M <br />0 <br />J <br />0 <br />rn <br />rn <br />N <br />i <br />E <br />ca <br />E <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 />o SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />N SCALE: N.T.S. <br />w <br />E' <br />SCALE: N.T.S. <br />G <br />S4 <br />WIDTH OF OPENING VARIES 4r <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 />JV <br />i tY <br />w <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 g o ea a <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B <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 />SFF �O� <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 />1 #5 VERT. IN CONC. FILLED CELL <br />W/ STD. 900 HOOK IN K.O. BLOCK <br />VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />5/8 DIA. x J-B LTS 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. 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 />° a a THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />° a DOOR STOP PSPN516Z w/ (12)16d NAILS <br />MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 <br />GARAGE SPLICE NAILS TOTAL) EA. SIDE OF <br />2 x 6 P.T. <br />DOOR 48, SPLICE STAGGERED <br />• <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'-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" O/C EACH FACE OR <br />3-ROWS 12d NAILS STAGGERED <br />@ 12" O/C FOR 2"x10" OR <br />GREATER HEADER <br />1 (2) 2x HEADER SEE PLAN <br />• INTERIOR HEADER: <br />S4 (1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER • 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)10d x 1 1/2" EACH <br />SIDE <br />Zx STUDS TYP. <br />O� SIMPSON HTT4 TYP. <br />OHO O'Q 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 Q <br />SCALE: N.T.S. S4 <br />tl0d@8"O/C <br />ATTACH ALL J <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 SIMPSON SIMPSON C <br />SP4 SP2 SIMPSON SP4 SP2 <br />2X STUDS @ 24" O.C. <br />If 0 /8"x10" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION 2X P.T. <br />PLATE <br />SP4 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />RECESS <br />LINTEL <br />d <br />°a a <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />a <br />SIMPSON SIMPSON <br />SP4 SP2 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />Sp1 SIMPSON <br />SIMPSON SP4 <br />SP4 <br />° <br />TRUSS BOTTOM CHORD OR 2x4 <br />W/ 2-16d TOE NAILS <br />'BLOCKING <br />@ EACH END <br />LOUQ <br />2x TOP PLATE <br />V2-16d <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 />SEE A/S3 FOR <br />STAGGERED FROM BOT. <br />REINF. INFO. <br />PLATE TO CONCRETE <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL <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 />0000 <br />• HTT4 w/ (18)10d NAILS (3610# SPF) <br />° o HTT5 w/ (26)10d NAILS (4670# SPF) <br />O ° DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) <br />° o J <br />• HDU2-SDS2.5 w/ (6)1/4" x 21/2" SIDS (2215# SPF) <br />° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) <br />_ • HDU5-SDS2.5 w/ (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 w/ (30)1/4" x 21/2"SIDS (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 wl WASHER & NUT <br />• 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 SP4 <br />2X TOP PLATE <br />OVERLAPPING <br />ROOF TRUSS ABOVE <br />F 2X BLOCKING <br />`-NAILED <br />INTO 10d NAILS @ 6" (2) 16d TOE NAILS <br />TRANSOM EA. BLOCKING <br />FRAMING STAGGERED <br />Fn 2X8 WALL ABOVE <br />SIMPSON ENTRY <br />SP1 • <br />K.O. BLOCK W/(1) <br />SIMPSON SIMPSON J-BOLTS @ 24" O.C. #5 CONT. & <br />SP4 SP4 M AX <br />FILLED <br />5/8"X10" J-BOLTS <br />2X P.T. PLATE @ 2'-0" O.C. <br />MASONRY WALL <br />2X8 P.T. BOTTOM P TE C <br />5/8"xl0" "J" BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON C <br />SP4 <br />10d NAILS @ 4" 10d NAILS @ 6" O.C. <br />STAGGERED A STAGGERED <br />TRANSOM FRAMING <br />o 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"ZO <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 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. <br />MAX. (MIN. (2) PER BOTTOM <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 />PLATE) <br />ALTERNATE: <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 />-a <br />zCn <br />-oFaz <br />z <br />Q <br />U) z <br />C1 <br />Cn (D <br />C <br />� <br />w <br />�� w <br />N <br />� U <br />.2 pi <br />2 <br />m IN <br />W <br />N <br />C f0 M <br />U` <br />Uco <br />< <br />00 <br />Corso <br />Qo � <br />LOg:!� <br />01 Q d <br />B D• <br />``c <br />N �O <br />p � N <br />M <br />0 U) <br />Z Lu z z° <br />W <br />�o� w <br />ED a <br />a <br />OW U>cLLol � <br />rn = I <br />Z to °� o <br />Z,ti�i�t�dipy�r <br />a o <br />• �7y\ r- .�e^�' <br />�WWVG.FpSE � � <br />� <br />OM• •. U'`A.,,' <br />PI <br />,� * �`' >..t...••'� <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 structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />L E N N A R <br />4600 W. Cypress St, Suite 200 ( Tampa, FL 33607 <br />www.LennarTampa.com <br />�Z <br />3� <br />�o <br />za <br />�a <br />W¢cc� <br />0 <br />540UU <br />zW <br />�o�w <br />� J <br />O LU N <br />U W L <br />F G <br />L <br />uj <br />o� <br />ZO <br />z <br />e-illis <br />Z <br />z <br />13� <br />43 <br />O <br />a <br />Jf <br />U <br />T <br />U) <br />J <br />µ�9r[Z� <br />F YY(Oj�J 0- <br />F <br />O <br />m 2 <br />LJJ <br />W <br />�ao� <br />4k <br />^N <br />r� <br />C) <br />ZaZa <br />W W <br />• <br />p� w� W <br />O ~ 0 <br />z <br />T <br />t-1 <br />r a W <br />z <br />J <br />Q W W <br />Ou <br />_q <br />W <br />� <br />FYo <br />g~o <br />O� <br />CD <br />Q <br />Q <br />z <br />Z <br />k <br />10 <br />z <br />tj <br />g o 0 <br />m <br />z <br />2 <br />J �, <br />`f <br />� <br />,� <br />a <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 5/16/2019 <br />TECH: FFLORES <br />VERSION NO. 4n0 <br />SHEET NO. <br />S4 <br />